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Home My WebLink About322 N Harbor Blvd - Plan32 2 N . H A R B O R B L V D . SA N T A A N A , C A 9 2 7 0 3 SHEET NUMBER 2 0 2 4 0 1 0 SHEET TITLE PROJECT NUMBER REVISIONS NO.DATE NO.DATE HANNOUCHE ARCHITECTS EXPRESSLY RESERVES ITS COMMON LAW COPYRIGHT AND OTHER PROPERTY RIGHTS INHERENT IN THESE PLANS. ALL DRAWINGS, ELECTRONIC FILES, FIELD NOTES AND ASSOCIATED DOCUMENTS ARE INSTRUMENTS OF SERVICE AND ARE THE PROPERTY OF HANNOUCHE ARCHITECTS. ALL INFORMATION CONTAINED IN THESE DRAWINGS, ELECTRONIC FILES, FIELD NOTES AND ASSOCIATED DOCUMENTS IS PROJECT SPECIFIC AND SHALL NOT BE REPRODUCED, DISCLOSED, CHANGED, COPIED, OR USED OTHERWISE IN ANY FORM OR MANNER WHATSOEVER, WITHOUT FIRST OBTAINING THE EXPRESSED WRITTEN PERMISSION AND CONSENT OF HANNOUCHE ARCHITECTS. HANNOUCHE ARCHITECT c 2021 HANNOUCHE ARCHITECTS 949.261.2070 SAMIR HANNOUCHE, ARCHITECT 20250 SW ACACIA ST. #145 NEWPORT BEACH, CA 92660 May 9, 2025 1 CORR 12/10/24 BLDG A CORR 3/18/25 OCFA 2 CORR 4/09/25 BLDG DATE SIGNED2 3 CORR 5/09/25 BLDG CONSULTANTS CONTACT: TUNG HOANG PHONE: (951) 742-0447 TEMECULA, CA 92592 32037 WOODSIDE CT. THDT DESIGN, INC. MECHANICAL ENGINEER TITLE - 24 ENGINEER STRUCTURAL ENGINEER DONG ENGINEERING, INC. CONTACT: TROY DONG PHONE: (714) 617-5979 GARDEN GROVE, CA 92841 7661 GARDEN GROVE BLVD. SCOTT TRAN GARDEN GROVE, CA 92844 PHONE: (714) 548-2589 OWNER ARCHITECT OF RECORD HANNOUCHE ARCHITECTS NEWPORT BEACH, CA 92660 PHONE: (949) 261-2070 322 N. HARBOR BLVD. SANTA ANA, CA 92703 8642 GARDEN GROVE BLVD. 20250 ACACIA STREET, SUITE 145 PROJECT ADDRESS PROJECT DIRECTORY SANTA ANA, C a l i f o r n i a 322 N. HARBOR BLVD. COVER AMERICAN PACIFIC INVESTMENTS GROUPS, LLC APN: 198-051-17 EMAIL: CONAGIE@YAHOO.COMEMAIL: INFO@DONGENGINEERING.COM DONG ENGINEERING, INC. CONTACT: TROY DONG PHONE: (714) 617-5979 GARDEN GROVE, CA 92841 7661 GARDEN GROVE BLVD. EMAIL: INFO@DONGENGINEERING.COM CONTACT: SURENDER DEWAN PHONE: (714) 740-8840 GARDEN GROVE, CA 92840 12371 LEWIS ST., #203 DMS CONSULTANTS, INC. CIVIL ENGINEER LANDSCAPE ARCHITECT WILSON DAVIS ASSOCIATES CONTACT: TIM DAVIS PHONE: (951) 353-2436 EXT. 1001 RIVERSIDE, CA 92503 2825 LITCHFIELD DRIVE EMAIL: TIM@WILSONDAVISASSOCIATES.COM EMAIL: THOANG@THDTDESIGN.COM ELECTRICAL ENGINEER PLUMBING ENGINEER CONTACT: WUN SZE LI EMAIL: WUNSZE@HANNOUCHEARCHITECTS.COM EMAIL: SURENDER@DMSCONSULTANTSINC.COM VICINITY MAP PROJECT SITE NORTH (N.T.S.) SCOPE OF WORK NEW 4-STORY PRIVATELY FUNDED MULTI-FAMILY RESIDENTIAL BUILDING WITH 22 UNITS AND PARKING ON GROUND FLOOR. DEFERRED SUBMITTALS DEFERRED SUBMITTALS SHALL INCLUDE (BUT MAY NOT BE LIMITED TO): 1.FIRE SPRINKLERS AND FIRE ALARM SPRINKLER SYSTEM (NFPA 13). 2.CLASS I OR III STANDPIPE SYSTEM. 3.TWO WAY COMMUNICATION SYSTEM AT ELEVATOR. 4.P.V. SYSTEM - COORDINATE WITH SOLAR CONSULTANT FOR ALL ELECTRICAL REQUIREMENTS. CONTACT: CHAU TANG EMAIL: CTANG168@SBCGLOBAL.NET DONG ENGINEERING, INC. PHONE: (714) 249-3501 GARDEN GROVE, CA 92841 12682 HOOVER ST CONTACT: TUNG HOANG PHONE: (951) 742-0447 TEMECULA, CA 92592 32037 WOODSIDE CT. THDT DESIGN, INC. EMAIL: THOANG@THDTDESIGN.COM DESIGN ARCHITECT WITHEE MALCOLM ARCHITECTS. LLP PHONE: (310) 217-8885 2251 WEST 190th STREET TORRANCE, CA 90504 BUILDING DEPT NOTES 1 FEMA DESIGNATED FLOOD ZONE YES NO PUBLIC FUNDING YES NO 1 2 G E N E R A L C O N S T R U C T I O N R E Q U I R E M E N T S DIVISION 5 - DIVISION 6 - DIVISION 4 - 32 2 N . H A R B O R B L V D . SA N T A A N A , C A 9 2 7 0 3 SHEET NUMBER 2 0 2 4 0 1 0 SHEET TITLE PROJECT NUMBER REVISIONS NO.DATE NO.DATE HANNOUCHE ARCHITECTS EXPRESSLY RESERVES ITS COMMON LAW COPYRIGHT AND OTHER PROPERTY RIGHTS INHERENT IN THESE PLANS. ALL DRAWINGS, ELECTRONIC FILES, FIELD NOTES AND ASSOCIATED DOCUMENTS ARE INSTRUMENTS OF SERVICE AND ARE THE PROPERTY OF HANNOUCHE ARCHITECTS. ALL INFORMATION CONTAINED IN THESE DRAWINGS, ELECTRONIC FILES, FIELD NOTES AND ASSOCIATED DOCUMENTS IS PROJECT SPECIFIC AND SHALL NOT BE REPRODUCED, DISCLOSED, CHANGED, COPIED, OR USED OTHERWISE IN ANY FORM OR MANNER WHATSOEVER, WITHOUT FIRST OBTAINING THE EXPRESSED WRITTEN PERMISSION AND CONSENT OF HANNOUCHE ARCHITECTS. HANNOUCHE ARCHITECT c 2021 HANNOUCHE ARCHITECTS 949.261.2070 SAMIR HANNOUCHE, ARCHITECT 20250 SW ACACIA ST. #145 NEWPORT BEACH, CA 92660 May 9, 2025 1 CORR 12/10/24 BLDG A CORR 3/18/25 OCFA 2 CORR 4/09/25 BLDG DATE SIGNED2 3 CORR 5/09/25 BLDG THERMAL AND MOISTURE PROTECTION DIVISION 5 METALS DIVISION 14 CONVEYING SYSTEMS GENERAL DATA ELECTRICAL MECHANICAL TO AS OWNER/CLIENT THROUGHOUT THESE GENERAL CONSTRUCTION NOTES. XXXXXXXXXXXXX, DIVISION 1 - DIVISION 15 DIVISION 16 - - SHALL BE REFERRED SPECIAL CONSTRUCTION FURNISHINGS EQUIPMENT SPECIALTIES FINISHES DOORS AND WINDOWS WOOD AND PLASTIC DIVISION 10 DIVISION 11 DIVISION 12 DIVISION 13 - - - - - DIVISION 6 DIVISION 7 DIVISION 8 DIVISION 9 - - - - MASONRY CONCRETE SITE WORK GENERAL DATA DIVISION 2 DIVISION 3 DIVISION 4 DIVISION 1 - - - - - DIVISION INDEX GENERAL DATADIVISION 1 - WOOD AND PLASTIC WOOD AND PLASTIC METALS MASONRY DIVISION 6 - (CONTINUED)(CONTINUED) GCR-1 GENERAL CONSTRUCTION REQUIREMENTS SET FORTH IN THE CALIFORNIA BUILDING CODE (CURRENT EDITION), AND ALL APPLICABLE LOCAL ALL CONCRETE WORK (CAST-IN-PLACE) SHALL COMPLY AND CONFORM TO THE REQUIREMENTS REFER TO STRUCTURAL ENGINEER'S DRAWINGS AND GENERAL NOTES REGARDING MATERIAL REQUIREMENTS (VAPOR BARRIER, CONCRETE, REINFORCING STEEL ETC.). URAL ENGINEER'S DRAWINGS AND GENERAL NOTES, AND SHALL CONFORM TO THE REQUIRE- THE MINIMUM CONCRETE CLEAR COVERAGE OF REINFORCING STEEL SHALL BE PER THE STRUCT- MENTS SET FORTH IN THE CALIFORNIA BUILDING CODE (CURRENT EDITION). REFER TO THE STRUCTURAL ENGINEER'S DRAWINGS AND GENERAL NOTES REGARDING FOUN- IF THE FOUNDATION DESIGN IS TO BE "POST-TENSION", THE STRUCTURAL ENGINEER OR POST- TENSION ENGINEER SHALL PREPARE DRAWINGS AND CALCULATIONS REQUIRED TO OBTAIN BUILDING PERMIT. POST-TENSION DRAWINGS AND CALCULATIONS SHALL BE REVIEWED AND IT IS THE RESPONSIBILITY OF THE CLIENT, GENERAL CONTRACTOR, AND/OR SUBCONTRACTORS URAL ENGINEER'S DRAWINGS FOR SPECIFIC LOCATIONS AND REQUIREMENTS. ATED AND SECURELY HELD IN PLACE UNTIL CONCRETE HAS HARDENED. REFER TO STRUCT- ALL HARDWARE (BOLTS, ANCHORS, STRAPS, ETC.) AND INSERTS SHALL BE ACCURATELY LOC- TO REVIEW THE FOUNDATION PLANS AND FIELD LAYOUT TO CONFIRM FOUNDATION CONFORM- ANCE TO FLOOR PLAN, PRIOR TO COMMENCEMENT OF CONSTRUCTION. ALL FORM WORK SHALL BE SLOPED TO DRAIN AS INDICATED ON THE ARCHITECTURAL SLAB EDGE PLAN. ALL EXTERIOR CONCRETE FLAT WORK SHALL HAVE A "BROOM FINISH" (SLIP-RESISTANT) UNLESS THE CONCRETE SLAB OF THE BUILDING SHALL HAVE A "STEEL TROWEL" FINISH, AND INGS. ALL FLAT WORK SHALL BE SLOPED TO DRAIN, ALLOWING NO "PUDDLING" TO OCCUR. NOTED OTHERWISE ON THE CIVIL ENGINEER'S DRAWINGS OR LANDSCAPE ARCHITECT'S DRAW- CONFORM TO THE REQUIREMENTS SET FORTH IN THE CALIFORNIA BUILDING CODE (CURRENT THE MATERIALS, DESIGN, CONSTRUCTION, AND QUALITY ASSURANCE OF ALL MASONRY SHALL FOR INTERIOR VENEER, MAY BE EXEMPTED IF APPROVED BY THE BUILDING OFFICIAL. EXT- ALL MASONRY VENEER AND ITS APPLICATION SHALL CONFORM TO THE REQUIREMENTS SET ADJACENT GROUND ELEVATION FOR EXTERIOR VENEER, OR THE FINISH FLOOR ELEVATION FORTH IN THE CALIFORNIA BUILDING CODE (CURRENT EDITION), AND ALL APPLICABLE STATE AND LOCAL CODES. WAINSCOTS NOT EXCEEDING 4 FEET IN HEIGHT MEASURED ABOVE THE THAN 30 FEET IN HEIGHT ABOVE THE NONCOMBUSTIBLE FOUNDATION, UNLESS APPROVED BY ERIOR VENEER SHALL NOT BE ATTACHED TO WOOD-FRAME CONSTRUCTION AT A POINT MORE CATORS AND SHALL BE PERFORMED FOLLOWING ALL MANUFACTURER'S SPECIFICATIONS AND ALL NON-STRUCTURAL MANUFACTURED VENEER SHALL BE INSTALLED BY EXPERIENCED APPLI- REFER TO STRUCTURAL ENGINEER'S DRAWINGS AND CALCULATIONS REGARDING ALL STRUCT- URAL INFORMATION AND ANY REQUIREMENTS SPECIFIC TO THIS PROJECT. LEAVE ALL MASONRY EDGES FREE AND CLEAN OF ANY MORTAR, AND WITHOUT ANY VISIBLE THE CONTRACT DOCUMENTS. CARE SHALL BE TAKEN BY THE MASONRY CONTRACTOR, TO ALL MASONRY SHALL BE INSTALLED LEVEL, TRUE, PLUMB, AND NEATLY IN ACCORDANCE WITH UPON COMPLETION OF THE MASONRY WORK, THE MASONRY CONTRACTOR SHALL WASH AND ALL REINFORCING BARS AT SPLICES WITHIN CONCRETE SHALL LAP PER THE STRUCTURAL ENG- THE QUALITY, TESTING, DESIGN, FABRICATION, AND ERECTION OF STEEL SHAPES AND PLATES USED STRUCTURALLY IN BUILDINGS OR STRUCTURES SHALL CONFORM TO THE REQUIREMENTS SET FORTH IN THE CALIFORNIA BUILDING CODE (CURRENT EDITION) AND "AMERICAN SOCIETY STRENGTH BOLTS, NUTS, AND SCREWS SHALL CONFORM TO ASTM A307, GRADE A. STEEL PIPE COLUMNS SHALL CONFORM TO THE ASTM A53, GRADE B, TYPE E OR S. ORDINARY FOR TESTING AND MATERIALS" (ASTM) A36, AS WELL AS ALL APPLICABLE STATE AND ORNAMENTAL METAL SHALL BE AS DRAWN AND/OR DESCRIBED IN THE CONTRACT DOCUMENTS. SHOP DRAWINGS PREPARED BY THE FABRICATOR SHALL BE SUBMITTED TO THE ARCHITECT REFER TO STRUCTURAL ENGINEER'S DRAWINGS AND CALCULATIONS FOR ATTACHMENT AND FOR REVIEW AND APPROVAL. ALL WELDED SURFACES SHALL BE GROUND SMOOTH PRIOR TO EXCEPT THAT BARS SIZED NO. 4 AND SMALLER MAY BE GRADE 40. STEEL REINFORCING BARS SHALL CONFORM TO ASTM A615. BARS SHALL BE GRADE 60 SHALL COMPLY WITH THE SPECIFICATIONS AND REQUIREMENTS SET FORTH BY THE "AMERICAN ALL WELDS SHALL BE GROUND SMOOTH AND ALL WELD SPLATTER REMOVED. ALL WELDS REFER TO STRUCTURAL ENGINEER'S DRAWINGS AND CALCULATIONS REGARDING ALL STRUCT- URAL INFORMATION AND ANY REQUIREMENTS SPECIFIC TO THIS PROJECT. APPARENT DURING GRADING OR FOUNDATION CONSTRUCTION. FINISH GRADES SHALL DRAIN ALL FOOTINGS SHALL REST ON FIRM NATURAL SOIL OR APPROVED COMPACTED FILL. REFER TO CURRENT GEOTECHNICAL INFORMATION CONCERNING SPECIFIC RECOMMENDATIONS AND AWAY FROM ALL BUILDING FOOTINGS. FOOTINGS ANY SPECIAL CONDITIONS. GUARDRAILS/ HANDRAILS WELDING SOCIETY". STRUCTURAL REQUIREMENTS 5.6 5.5 ARCHITECTURAL CONTRACT DOCUMENTS. FAILURE TO NOTIFY THE ARCHITECT IN WRITING SHALL RESULT IN THE CLIENT, GENERAL CONTRACTOR, AND/OR SUBCONTRACTORS, BEING HELD DISCREPANCIES OR CONFLICTS BETWEEN THE STRUCTURAL DRAWINGS/CALCULATIONS, AND THE STRUCTURAL INFORMATION. THE CLIENT SHALL NOTIFY THE ARCHITECT IN WRITING OF ANY ANY QUESTIONS CONCERNING LUMBER GRADES, BEAM AND HEADER SIZES, FOOTING AND FOUN- AND ROOF AND/OR FLOOR TRUSS DESIGN) AND ASSOCIATED CALCULATIONS, REGARDING DATION INFORMATION, AND SHEAR REQUIREMENTS, AS WELL AS ANY AND ALL ADDITIONAL TO REFER TO THE CURRENT STRUCTURAL DRAWINGS (INCLUDING, POST-TENSION SLAB DESIGN ANY DISCREPANCIES OR CONFLICTS BETWEEN THE CIVIL DRAWINGS, AND THE ARCHITECTURAL ISSUES, INCLUDING GRADING AND POSITIONING OF STRUCTURE IN RELATIONSHIP TO PROPERTY LINES, SETBACKS, EASEMENTS, ETC. THE CLIENT SHALL NOTIFY THE ARCHITECT IN WRITING OF CONTRACT DOCUMENTS. FAILURE TO NOTIFY THE ARCHITECT IN WRITING SHALL RESULT IN THE CLIENT, GENERAL CONTRACTOR AND/OR SUBCONTRACTORS, BEING HELD RESPONSIBLE FOR IT IS THE RESPONSIBILITY OF THE CLIENT, GENERAL CONTRACTOR, AND/OR SUBCONTRACTORS TO REFER TO THE CURRENT CIVIL DRAWINGS REGARDING ANY QUESTIONS CONCERNING SITE THE WORK TO BE PERFORMED, AND SHALL VERIFY THE ACCURACY OF ALL GRADES, ELEVA- THE CLIENT SHALL BE RESPONSIBLE FOR VISITING THE JOB SITE PRIOR TO COMMENCEMENT OF TIONS, CONDITIONS, AND DIMENSIONS, TO ASSURE THE ORDERLY PROGRESS OF THE WORK. CLEAN AND FREE OF ANY ACCUMULATED WASTE MATERIALS AND DEBRIS CAUSED BY THE IT IS THE RESPONSIBILITY OF THE CLIENT TO MAINTAIN THE PROJECT JOB SITE PREMISES WITH ALL APPLICABLE FEDERAL, STATE AND LOCAL INDUSTRIAL SAFETY REGULATIONS, AND WORK. UPON COMPLETION OF THE PROJECT, OR PORTION THEREOF, THE JOB SITE PREMISES IT IS THE RESPONSIBILITY OF THE CLIENT TO MAINTAIN THE PROJECT JOB SITE IN ACCORDANCE ALONG WITH ANY SUBSEQUENT UPDATE ADDENDUMS, IN AN EFFORT TO PROVIDE CRITERIA IT IS THE RESPONSIBILITY OF THE CLIENT TO REFER TO THE CURRENT GEOTECHNICAL INFOR- MATION (SOILS, COMPACTING, AND GEOTECHNICAL REPORTS AND ADDENDUMS), CONCERNING ANY INFORMATION REGARDING SUBSURFACE CONDITIONS AND RECOMMENDATIONS. THE CLIENT SHALL PROVIDE THE GEOTECHNICAL INFORMATION TO THE STRUCTURAL ENGINEER(S) DRAINAGE INFORMATION. THE CLIENT, GENERAL CONTRACTOR, AND/OR SUBCONTRACTORS DRAWINGS CONCERNING ALL EXCAVATION, FILL AND BACKFILL, AND GENERAL GRADING AND INFORMATION, AND LOCAL GRADING ORDINANCES. REFER TO CURRENT CIVIL ENGINEER'S ALL EARTHWORK SHALL BE PERFORMED IN CONFORMANCE WITH THE CURRENT GEOTECHNICAL SHALL NOTIFY THE GEOTECHNICAL ENGINEER SHOULD ANY UNUSUAL CONDITION BECOME SHALL BE LEFT CLEAN AND READY FOR OCCUPANCY. NECESSARY TO COMPLETE THE STRUCTURAL DESIGN OF THE PROJECT. SITE WORK EARTHWORK OSHA REGULATIONS. SUBSURFACE INVESTIGATION DIVISION 2 - RESPONSIBLE FOR THE RESULTS OF ANY SUCH DISCREPANCIES OR CONFLICTS. THE RESULTS OF ANY SUCH DISCREPANCIES OR CONFLICTS. JOB SITE CONDITIONS MAINTENANCE AND CLEANING CIVIL ENGINEERING STRUCTURAL METAL ORNAMENTAL METAL PRIMING AND PAINTING. CONNECTION INFORMATION. WELDED WIRE FABRIC SHALL CONFORM TO ANSI/ASTM A185. REINFORCING STEEL WELDING5.4 5.3 5.2 LOCAL CODES. 5.1 STRUCTURAL REQUIREMENTS GROUT OR MORTAR STAINS. CLEAN ALL MASONRY. WORKMANSHIP CLEANUP4.6 4.5 REQUIREMENTS. 4.4 HANNOUCHE ARCHITECTS ("ARCHITECT") SHALL NOT BE RESPONSIBLE OR GUARANTEE OF ANY DISCREPANCIES DISCOVERED BETWEEN THE CODE REQUIREMENTS AND THE CONSTR- PRIOR TO COMMENCEMENT OF CONSTRUCTION, AND SHALL NOTIFY THE ARCHITECT IN WRITING GENERAL CONTRACTOR, AND/OR SUBCONTRACTORS SHALL VERIFY ALL CODE REQUIREMENTS STANDARDS, ORDINANCES, LAWS AND/OR AMENDMENTS, HAVING JURISDICTION. THE CLIENT, IN ACCORDANCE WITH ALL APPLICABLE (CURRENT EDITION) CODES, RULES REGULATIONS, THE CLIENT, GENERAL CONTRACTOR, AND/OR SUBCONTRACTORS, SHALL PERFORM ALL WORK TRACTOR, AND/OR SUB CONTRACTORS, OF THEIR CONTRACTUAL RESPONSIBILITIES TO COM- THE PERFORMANCE OF THE CLIENT, GENERAL CONTRACTOR, AND/OR SUBCONTRACTORS AND NO PROVISIONS OF THE CONTRACT DOCUMENTS SHALL RELIEVE THE CLIENT, GENERAL CON- GENERAL CONTRACTOR, AND/OR SUBCONTRACTORS SHALL TAKE ALL MEASURES TO MITIGATE, SHIELD, OR PROTECT THE PROJECT FROM DEFECTIVE AND/OR HAZARDOUS CONDITIONS. WRITING OF SUCH FACT. IF WORK IS PERFORMED AS DESCRIBED OR SHOWN IN THE DRAWINGS THE PROJECT DRAWINGS AND GENERAL NOTES ARE INTENDED TO SHOW AND DESCRIBE THE GENERAL SCOPE OF WORK FOR THE PROJECT, AND ARE PROVIDED FOR GENERAL INFOR- MATION ONLY. SPECIFICATIONS, PARTS AND DETAILS NOT FULLY DESCRIBED OR SHOWN ON CLIENT IN ACCORDANCE WITH INDUSTRY STANDARD, FIRST CLASS PRACTICES. IF ANY DRAWINGS OR GENERAL NOTES ARE FOUND TO BE UNCLEAR, UNSOUND, UNSAFE, OR NOT MOIST- THE DRAWINGS OR GENERAL NOTES, SHALL BE PROVIDED, DETAILED AND EXECUTED BY THE TURE-PROTECTED, IT IS THE RESPONSIBILITY OF THE CLIENT TO NOTIFY THE ARCHITECT IN SUCH DOCUMENTATION SHALL INCLUDE ALL APPROVED CHANGE ORDERS, REVISION BY THE CLIENT, GENERAL CONTRACTOR, AND/OR SUBCONTRACTOR. THE CLIENT SHALL MAIN- AND/OR GENERAL NOTES, IT SHALL BE ASSUMED THAT THERE IS NO OBJECTION TO THE WORK TAIN A COMPLETE AND CURRENT SET OF CONTRACT DOCUMENTS AT THE PROJECT SITE, AND SHALL BE PROVIDED TO THE CLIENT PRIOR TO THE RE-COMMENCEMENT OF WORK AFFECTED DISCOVERY OF ERROR OR OMISSION WHICH MAY OCCUR IN THE CONTRACT DOCUMENTS. UPON NOTIFICATION, THE ARCHITECT SHALL PREPARE WRITTEN RESPONSE INSTRUCTIONS WHICH BY THE ERROR AND/OR OMISSION. FAILURE TO NOTIFY THE ARCHITECT IN WRITING SHALL RESULT IN THE CLIENT, GENERAL CONTRACTOR, AND/OR SUBCONTRACTORS, BEING HELD FOR THE PROJECT. IF ANY DISCREPANCIES OR CONFLICTS ARISE REGARDING DIMENSIONAL INFORMATION PERTAINING TO THE CONTRACT DOCUMENTS, IT IS THE RESPONSIBILITY OF THE TO THE COMMENCEMENT OF WORK OR FABRICATION OF MATERIALS OR PRODUCTS ORDERED THE CLIENT, GENERAL CONTRACTOR, AND/OR SUBCONTRACTORS, SHALL CHECK THE ACCURACY OF ALL DIMENSIONS AND REQUIRED MATERIAL AND FINISH CLEARANCES, IN THE FIELD PRIOR IT IS THE RESPONSIBILITY OF THE CLIENT TO NOTIFY THE ARCHITECT IN WRITING, PRIOR TO THE VIDED AS THOUGH SET FORTH IN BOTH, AND SHALL NOT CONSTITUTE AS OMISSION. CONSEQUENTLY, ANY INFORMATION CALLED OUT IN ONE BUT NOT THE OTHER SHALL BE PRO- WAIVED SUCH ERRORS AND/OR OMISSIONS AND THE COSTS OF RECTIFYING THEM. THE RESPONSIBLE FOR THE RESULTS OF ANY ERRORS AND/OR OMISSIONS, AND SHALL HAVE DRAWINGS AND GENERAL NOTES SHALL BE CONSIDERED AS COMPLIMENTARY TO EACH OTHER. COMMENCEMENT OF CONSTRUCTION OR FABRICATION OF MATERIALS OR PRODUCTS, ANY IT IS THE RESPONSIBILITY OF THE CLIENT, GENERAL CONTRACTOR, AND/OR SUBCONTRACTOR UCTION DOCUMENTS. UNLESS INDICATED OTHERWISE, BY THE CODE REQUIREMENTS, THE CLIENT, MEMORANDUM, MODIFICATIONS, AND/OR ADDENDA TO SUCH WRITINGS. CLIENT TO NOTIFY THE ARCHITECT IN WRITING OF SUCH FACT. STRUCTURAL ENGINEERING FIGURED DIMENSIONS ERRORS AND OMISSIONS DRAWINGS AND GENERAL NOTES PLETE THEIR SCOPE OF WORK. CODE REQUIREMENTS EDITION), AND ALL APPLICABLE STATE AND LOCAL CODES. CODE COMPLIANCE MASONRY VENEER THE BUILDING OFFICIAL. MANUFACTURED (SIMULATED) STONE/BRICK VENEER4.3 4.2 4.1 FOUNDATION DESIGN DATION DESIGN REQUIREMENTS. APPROVED BY THE PROJECT STRUCTURAL ENGINEER. SHALL CONFORM TO PLAN DIMENSIONS. INEER'S DRAWINGS AND GENERAL NOTES. FINISHING3.6 WORKMANSHIP3.5 3.4 JECT. THE CLIENT SHALL BE RESPONSIBLE FOR OBTAINING AND PAYING FOR ALL PERMITS, SUCH IN THE ARCHITECTURAL SERVICES AGREEMENT, SPECIFICALLY PERTAINING TO THIS PRO- THE OWNER ("CLIENT") SHALL BE REFERRED TO AS THE PERSON OR ENTITY IDENTIFIED AS FEES AND LICENSES, AND SHALL PERFORM ALL WORK ASSOCIATED WITH THE CONSTRUCTION OF THIS PROJECT, IN ACCORDANCE WITH THE "CONTRACT DOCUMENTS" WHICH CONSIST OF THE ARCHITECTURAL SERVICES AGREEMENT, APPROVED CHANGE ORDERS, REVISION MEMORANDUM, MODIFICATIONS, AND/OR ADDENDA TO SUCH WRITINGS. EXCEPT AS OTHERWISE SPECIFICALLY STATED IN THE CONTRACT DOCUMENTS, THE CLIENT SHALL BE RESPONSIBLE FOR THE COORDIN- ATION AND COMPENSATION OF THE GENERAL CONTRACTOR, AND SUBCONTRACTORS REQUIRED TO FURNISH ALL LABOR, EQUIPMENT, MATERIALS, AND PERFORM ALL WORK NECESSARY, INDICATED, REASONABLY INFERRED, OR REQUIRED BY ANY AND ALL CODES WITH JURIS- DICATION, TO COMPLETE THEIR SCOPE OF WORK FOR A COMPLETE A PROPER FINISHED JOB. GENERAL AND STATE CODES, ORDINANCES, AND REQUIREMENTS. DIVISION 3 - CODE REQUIREMENTS REINFORCING STEEL3.3 MATERIALS3.2 3.1 CONCRETE HAVE FIRE BLOCKS OF BATTS OR BLANKETS OF MATERIAL OR GLASS FIBER OR OTHER WALLS HAVING PARALLEL OR STAGGERED STUDS FOR SOUND TRANSMISSION CONTROL, SHALL DRAFT STOPS SHALL BE PROVIDED IN THE FOLLOWING LOCATIONS, FLOOR AND CEILING APPROVED FLEXIBLE MATERIALS. 1. SINGLE-FAMILY DWELLINGS. SMOKE-ACTUATED FIRE DAMPERS ARE INSTALLED AT THOSE LEVELS. EXCEPTION: FIREBLOCKS MAY BE OMITTED AT FLOOR AND CEILING LEVELS WHEN APPROVED ENDS OF WOOD GIRDERS ENTERING MASONRY OR CONCRETE WALLS, SHALL BE PROVIDED WITH A 1/2 INCH AIR SPACE ON TOPS, SIDES, AND ENDS, UNLESS APPROVED WOOD OF NATU- RAL RESISTANCE TO DECAY OR PRESERVATIVELY TREATED WOOD IS USED. NATURAL RESISTANCE TO DECAY. WHERE LOCATED ON CONCRETE SLABS PLACED ON EARTH, 6 INCHES TO EARTH, SHALL BE PRESERVATIVELY TREATED WOOD OR APPROVED WOOD OF WOOD SHALL BE PRESERVATIVELY TREATED WOOD OR APPROVED WOOD OF NATURAL ALL WOOD USED IN CONSTRUCTION OF PERMANENT STRUCTURES AND LOCATED NEARER THAN AND LOCATED ON CONCRETE HAVING A MINIMUM THICKNESS OF 3 INCHES WITH AN IMPERVIOUS RESISTANCE TO DECAY. WHERE NOT SUBJECT TO WATER SPLASH OR TO EXTERIOR MOISTURE, MEMBRANE INSTALLED BETWEEN CONCRETE AND EARTH, THE WOOD MAY BE UNTREATED. IN COMBUSTIBLE CONSTRUCTION, FIRE BLOCKING AND DRAFT STOPPING SHALL BE INSTALLED TO CUT OFF ALL CONCEALED DRAFT OPENINGS (BOTH VERTICAL AND HORIZONTAL) AND SHALL FORM AN EFFECTIVE BARRIER BETWEEN FLOORS, BETWEEN A TOP STORY AND A ROOF OR ATTIC SPACE, AND SHALL SUBDIVIDE ATTIC SPACES, CONCEALED ROOF SPACES, AND FLOOR-CEILING ASSEMBLIES. THE INTEGRITY OF ALL FIRE BLOCKS AND DRAFT STOP SHALL FIRE BLOCKING SHALL BE PROVIDED IN THE FOLLOWING LOCATIONS: 1. IN CONCEALED SPACES OF STUD WALLS AND PARTITIONS, INCLUDING FURRED SPACES, AT THE CEILING AND FLOOR LEVELS, AND AT 10 FOOT INTERVALS BOTH VERTICAL AND 2. AT ALL INTERCONNECTIONS BETWEEN CONCEALED VERTICAL AND HORIZONTAL SPACES SUCH AS OCCUR AT SOFFITS, DROP CEILINGS, AND COVE CEILINGS. 3. IN CONCEALED SPACES BETWEEN STAIR STRINGERS AT THE TOP AND BOTTOM OF THE RUN AND BETWEEN STUDS ALONG AND IN LINE WITH THE RUN OF STAIRS IF THE WALLS UNDER THAT AFFORD A PASSAGE FOR FIRE AT CEILING AND FLOOR LEVELS, WITH NONCOMBUST- 4. IN OPENINGS AROUND VENTS, PIPES, DUCTS, CHIMNEYS, FIREPLACE, AND SIMILAR OPENINGS 5. AT OPENINGS BETWEEN ATTIC SPACES AND CHIMNEY CHASES FOR FACTORY-BUILT 6. WHERE WOOD SLEEPERS ARE USED FOR LAYING WOOD FLOORING ON MASONRY OR CONC- RETE FIRE-RESISTIVE FLOORS, THE SPACE BETWEEN THE FLOOR SLAB AND THE UNDERSIDE OF THE WOOD FLOORING, SHALL BE FILLED WITH NONCOMBUSTIBLE MATERIAL OR FIRE BLOCKED IN SUCH A MANNER THAT THERE WILL BE NO OPEN SPACES UNDER THE FLOORING THAT WILL EXCEED 100 SQUARE FEET IN AREA, AND SUCH SPACE SHALL BE FILLED SOLIDLY UNDER ALL PERMANENT PARTITIONS SO THAT THERE IS NO COMMUNICATION UNDER THE FLOORING BETWEEN ADJOINING ROOMS. 23/32 INCH WOOD STRUCTURAL PANEL WITH JOINTS BACKED BY 23/32 INCH WOOD STRUCT- THICKNESSES OF 1 INCH NOMINAL LUMBER WITH BROKEN LAP JOINTS OR ONE THICKNESS OF FIRE BLOCKING WHEN MADE OF WOOD, SHALL CONSIST OF 2 INCHES NOMINAL LUMBER OR TWO URAL PANEL OR ONE THICKNESS OF 3/4 INCH TYPE 2-M PARTICLEBOARD WITH JOINTS BACKED BY 3/4 INCH TYPE 2-M PARTICLEBOARD. MANNER INTENDED FOR USE TO DEMONSTRATE ITS' ABILITY TO REMAIN IN PLACE AND TO SHALL NOT BE USED AS A FIRE BLOCK UNLESS SPECIFICALLY TESTED IN THE FORM AND FIREBLOCKS MAY ALSO BE OF GYPSUM BOARD, CEMENT FIBER BOARD, BATTS OR BLANKETS ON MINERAL OR GLASS FIBER, OR OTHER APPROVED MATERIALS INSTALLED IN SUCH A MANNER AS TO BE SECURELY RETAINED IN PLACE. LOOSE FILL INSULATION MATERIAL RETARD THE SPREAD OF FIRE AND HOT GASES. THE STAIRS ARE UNFINISHED. CHIMNEYS. IBLE MATERIALS. FIRE BLOCKS AND DRAFT STOPS BE MAINTAINED. 6.1.4 HORIZONTAL. THE STRENGTH AND RIGIDITY NECESSARY FOR THE PURPOSES FOR WHICH THEY ARE USED. SILLS WHEN SPECIFICALLY APPROVED BY THE BUILDING OFFICIAL. TERMITE DAMAGE IS SLIGHT, ANY SPECIES OF WOOD PERMITTED BY THIS CODE MAY BE USED FOR WHEN SPECIFICALLY APPROVED BY THE BUILDING OFFICIAL. IN TERRITORIES WHERE HAZARD OF IN TERRITORIES SUBJECT TO MODERATE HAZARD, WHERE TERMITE DAMAGE IS NOT FREQUENT AND ALL MARKED OR BRANDED BY AN APPROVED AGENCY. FOUNDATION CEDAR OR NO.2 FOUND- ATION REDWOOD MARKED OR BRANDED BY AN APPROVED AGENCY MAY BE USED FOR SILLS ALL FRAMING SHALL BE CONSTRUCTED WITH ALL JOINTS TRUE, TIGHT, AND WELL NAILED OR BOLTED, AS REQUIRED. ALL HORIZONTAL MEMBERS SUBJECT TO BENDING SHALL BE SET WITH CROWN UP, AND SHALL NOT BE SPLICED BETWEEN BEARING. WHENEVER FEASIBLE, ALL MEMBERS SHALL HAVE SOLID BEARING WITHOUT BEING SHIMMED. INTERIOR AND EXTERIOR ANGLES SHALL BE PROPERLY FRAMED TO RECEIVE INTERIOR AND EXTERIOR FINISH WORK. STRUCTURES THAT ARE EMBEDDED IN CONCRETE OR MASONRY IN DIRECT CONTACT WITH EARTH ROUND OR RECTANGULAR POSTS, POLES, AND SAWN TIMBER COLUMNS SUPPORTING PERMANENT CONTINUOUSLY BELOW THE GROUNDWATER LINE OR CONTINUOUSLY SUBMERGED IN FRESH WATER. ALL WOOD EMBEDDED IN THE GROUND OR IN DIRECT CONTACT WITH THE EARTH AND USED FOR THE SUPPORT OF PERMANENT STRUCTURES, SHALL BE PRESERVATIVELY TREATED WOOD UNLESS OR EMBEDDED IN CONCRETE OR MASONRY EXPOSED TO THE WEATHER, SHALL BE PRESERV- ATIVELY TREATED WOOD. THE WOOD SHALL BE TREATED FOR GROUND CONTACT. JOISTS, AND SUBFLOOR, SHALL BE PRESERVATIVELY TREATED WOOD OR APPROVED WOOD OF PERIPHERY OF THE BUILDING FOUNDATION, THE FLOOR ASSEMBLY, INCLUDING POSTS, GIRDERS, TO EXPOSED GROUND IN CRAWL SPACES OR UNEXCAVATED AREAS LOCATED WITHIN THE LOCATED CLOSER THAN 18 INCHES, OR WOOD GIRDERS ARE LOCATED CLOSER THAN 12 INCHES WHEN WOOD JOISTS OR THE BOTTOM OF WOOD STRUCTURAL FLOORS WITHOUT JOISTS ARE NATURAL RESISTANCE TO DECAY AS DEFINED IN THE CALIFORNIA BUILDING CODE (CURRENT WHEN THE ABOVE UNDER FLOOR CLEARANCES ARE REQUIRED, THE UNDER-FLOOR AREA SHALL BE ACCESSIBLE. ACCESSIBLE UNDER-FLOOR AREAS SHALL BE PROVIDED WITH A MINIMUM 18- INCH BY 24-INCH OPENING, UNOBSTRUCTED BY PIPES, DUCTS, AND SIMILAR CONSTRUCTION. ALL UNDER-FLOOR ACCESS OPENINGS SHALL BE EFFECTIVELY SCREENED OR COVERED. PIPES, DUCTS, AND OTHER CONSTRUCTION SHALL NOT INTERFERE WITH THE ACCESSIBILITY TO OR ONRY FOUNDATIONS, SHALL BE PRESERVATIVELY TREATED WOOD OR FOUNDATION REDWOOD, WHICH ARE IN DIRECT CONTACT WITH EARTH, AND SILLS THAT REST ON CONCRETE OR MAS- ALL FOUNDATION PLATES OR SILLS AND SLEEPERS ON A CONCRETE OR MASONRY SLAB, COLUMNS AND POSTS LOCATED ON CONCRETE OR MASONRY FLOORS OR DECKS EXPOSED TO THE WEATHER, OR TO WATER SPLASH, OR IN BASEMENTS AND THAT SUPPORT PERMANENT STRUCTURES, SHALL BE SUPPORTED BY CONCRETE PIERS OR METAL PEDESTALS PROJECTING ATIVELY TREATED WOOD IS USED. THE PEDESTALS SHALL PROJECT AT LEAST 6 INCHES ABOVE FLOORS UNLESS APPROVED WOOD OF NATURAL RESISTANCE TO DECAY OR PRESERV- ABOVE EXPOSED EARTH AND AT LEAST 1 INCH ABOVE SUCH FLOORS. INDIVIDUAL CONCRETE OR MASONRY PIERS SHALL PROJECT AT LEAST 8 INCHES ABOVE EXPOSED GROUND UNLESS TANCE TO DECAY OR PRESERVATIVELY TREATED WOOD IS USED. THE COLUMNS OR POSTS THAT THEY SUPPORT, ARE OF APPROVED WOOD OF NATURAL RESIS- REFER TO STRUCTURAL ENGINEER'S DRAWINGS AND CALCULATIONS REGARDING LUMBER GRADES, BEAM AND HEADER SIZES, SHEATHING, SHEAR REQUIREMENTS, FRAMING ANCHORS, FASTENERS, ROUGH HARDWARE, AND ANY AND ALL ADDITIONAL STRUCTURAL FRAMING EDITION). WITHIN UNDER-FLOOR AREAS. INFORMATION. 6.1.3 DECAY AND TERMITE PROTECTION BOARD SIDING (WHEN USED STRUCTURALLY), PILES AND POLES (AS REGULATED), SHALL CON- TIMBER, END-JOINTED LUMBER, FIBERBOARD SHEATHING (WHEN USED STRUCTURALLY), HARD- ALL LUMBER, WOOD STRUCTURAL PANELS, PARTICLE BOARD, STRUCTURAL GLUE-LAMINATED FORM TO THE REQUIREMENTS SET FORTH IN THE CALIFORNIA BUILDING CODE (CURRENT EDITION) BY THE GRADE MARK OR CERTIFICATE OF INSPECTION ISSUED BY AN APPROVED AGENCY. CHAPTER 23, AND ALL APPLICABLE STATE AND LOCAL CODES, AND SHALL BE SO IDENTIFIED SHALL CONFORM TO ACCEPTED ENGINEERING PRACTICES AND TO THE REQUIREMENTS SET PREPARATION, FABRICATION, AND INSTALLATION OF WOOD MEMBERS AND THEIR FASTENINGS, FORTH IN THE CALIFORNIA BUILDING CODE (CURRENT EDITION), AND ALL APPLICABLE STATE AND LOCAL CODES. ALL MEMBERS SHALL BE FRAMED, ANCHORED, TIED, AND BRACED TO DEVELOP ROUGH CARPENTRY GENERAL STRUCTURAL REQUIREMENTS6.1.2 6.1.1 6.1 THE MOUNTING OF HANDRAILS SHALL BE SUCH THAT THE COMPLETED HANDRAIL AND SUPPORT- ING STRUCTURE ARE CAPABLE OF WITHSTANDING A LOAD OF AT LEAST 200 POUNDS (890 N) APPLIED IN ANY DIRECTION AT ANY POINT ON THE RAIL. THESE LOADS SHALL NOT BE ASSUMED INTERMEDIATE RAILS, PANEL FILLERS AND THEIR CONNECTIONS SHALL BE CAPABLE OF WITH- RIGHT ANGLES OVER THE ENTIRE TRIBUTARY AREA, INCLUDING OPENINGS AND SPACES BETWEEN STANDING A LOAD OF 25 POUNDS PER SQUARE FOOT (1.2 kN/m ) APPLIED HORIZONTALLY AT RAILS. REACTIONS DUE TO THIS LOADING NEED NOT BE COMBINED WITH THOSE OF IMPACT OPEN GUARDRAILS/HANDRAILS SHALL HAVE INTERMEDIATE RAILS OR AN ORNAMENTAL WHEN THERE IS USABLE SPACE ABOVE AND BELOW THE CONCEALED SPACE OF A FLOOR- CEILING ASSEMBLY IN A SINGLE-FAMILY DWELLING, DRAFT STOPS SHALL BE INSTALLED SO DRAFT STOPPING SHALL DIVIDE THE CONCEALED SPACE INTO APPROXIMATELY EQUAL THAT THE AREA OF THE CONCEALED SPACE DOES NOT EXCEED 1,000 SQUARE FEET. SEPARATING INDIVIDUAL DWELLING UNITS FROM EACH OTHER AND FROM OTHER AREAS. MORE THAN ONE DWELLING UNIT. SUCH DRAFT STOPS SHALL BE IN LINE WITH WALLS DRAFT STOPS SHALL BE INSTALLED IN FLOOR-CEILING ASSEMBLIES OF BUILDINGS HAVING 2. TWO OR MORE DWELLING UNITS. AREAS. 2.3 GENERAL5.6.1 2.2 2.1 1.9 1.1 1.6 1.5 1.4 1.3 1.2 1.8 1.7 PATTERN SUCH THAT A SPHERE 4" DIAMETER CANNOT PASS THRU. TO ACT CUMULATIVELY WITH THOSE OF 6.5.2. INCREASES, SUCH AS CRANES. BALCONY RAILINGS AND GUARDRAILS 5.6.3 HANDRAILS 5.6.2 (CONTINUED) DIVISION 7 - G E N E R A L C O N S T R U C T I O N R E Q U I R E M E N T S 32 2 N . H A R B O R B L V D . SA N T A A N A , C A 9 2 7 0 3 SHEET NUMBER 2 0 2 4 0 1 0 SHEET TITLE PROJECT NUMBER REVISIONS NO.DATE NO.DATE HANNOUCHE ARCHITECTS EXPRESSLY RESERVES ITS COMMON LAW COPYRIGHT AND OTHER PROPERTY RIGHTS INHERENT IN THESE PLANS. ALL DRAWINGS, ELECTRONIC FILES, FIELD NOTES AND ASSOCIATED DOCUMENTS ARE INSTRUMENTS OF SERVICE AND ARE THE PROPERTY OF HANNOUCHE ARCHITECTS. ALL INFORMATION CONTAINED IN THESE DRAWINGS, ELECTRONIC FILES, FIELD NOTES AND ASSOCIATED DOCUMENTS IS PROJECT SPECIFIC AND SHALL NOT BE REPRODUCED, DISCLOSED, CHANGED, COPIED, OR USED OTHERWISE IN ANY FORM OR MANNER WHATSOEVER, WITHOUT FIRST OBTAINING THE EXPRESSED WRITTEN PERMISSION AND CONSENT OF HANNOUCHE ARCHITECTS. HANNOUCHE ARCHITECT c 2021 HANNOUCHE ARCHITECTS 949.261.2070 SAMIR HANNOUCHE, ARCHITECT 20250 SW ACACIA ST. #145 NEWPORT BEACH, CA 92660 May 9, 2025 1 CORR 12/10/24 BLDG A CORR 3/18/25 OCFA 2 CORR 4/09/25 BLDG DATE SIGNED2 3 CORR 5/09/25 BLDG WOOD AND PLASTICDIVISION 6 - (CONTINUED) THERMAL AND MOISTURE PROTECTIONDIVISION 7 - WOOD AND PLASTIC (CONTINUED) DIVISION 6 - THERMAL AND MOISTURE PROTECTIONTHERMAL AND MOISTURE PROTECTION (C O N T I N U E D) (CONTINUED) DIVISION 7 - GCR-2 GENERAL CONSTRUCTION REQUIREMENTS PLYWOOD AND PARTICLE BOARD SHELVES SHALL BE HARDWOOD EDGE BANDED ON ALL USE CONCEALED FASTENINGS WHERE POSSIBLE. MITERED, BUTTED, OR COPED, WITH NAILS SET AND SURFACES FREE OF TOOLMARKS. ALL JOINTS SHALL BE TIGHT AND TRUE AND SECURELY FASTENED. CORNERS SHALL BE ALL CABINETS WORK SCHEDULED FOR PAINT OR STAIN FINISH SHALL BE SMOOTHLY DRESSED BUMPING, SCRAPING, DENTING, ETC. PROVIDE TYPE II-HIGH DENSITY FOAM AT ALL TRIM PROVIDE REINFORCED FINISH AS REQUIRED AT HUMAN TRAFFIC LOCATIONS SUBJECTED TO PROVIDE MOLDED SHAPES TO RECEIVE EXTERIOR FINISH AS INDICATED IN THE CONSTRUCTION DOCUMENTS. EXPANDED POLYSTYRENE SHALL BE BY "VEFO INCORPORATED"; MOLDED POLY- URETHANE FOAM SHALL BE BY "NESCO MANUFACTURING, INC."; MOLDED HIGH DENSITY POLY- MER SHALL BE BY "FYPON MOLDED MILLWORK"; OR APPROVED CLIENT SELECTED SUBSTITUTE. STRUCTURAL STRENGTH FOR LOCATION USED. PRODUCT SHALL BE COMPATIBLE WITH EXTERIOR USE, ADJACENT FINISHES AND OF SUFFICIENT BACKING/SUPPORT, JOINT REINFORCING, SURFACE PREPARATION, AND ADHESIVE/ATTACHMENT. INSTALLATION AND FINISH APPLICABLE PER MANUFACTURER'S RECOMMENDATIONS, INCLUDING FURNISH AND INSTALL ALL MOLDED MILLWORK COMPLETE. MOLDED/FORMED MILLWORK COUNTER TOPS AND BACKSPLASHES SHALL BE AS NOTED IN THE CONSTRUCTION DOCUMENTS. CABINETRY HARDWARE SHALL BE SELECTED BY CLIENT. MATERIALS AND DESIGN OF CABINETRY SHALL BE SELECTED BY CLIENT. CABINETS SCHEDULED FOR PAINT FINISHES SHALL BE PRIMED AND BACK-PAINTED PRIOR TO INSTALL ALL WORK LEVEL, PLUMB, AND TRUE. SCRIBE MEMBERS ACCURATELY IN PLACE TO THE "NATIONAL KITCHEN CABINET ASSOCIATION" (NKCA). ALL WORK AND MATERIALS SHALL MEET THE LATEST EDITION PERFORMANCE STANDARDS OF AND FIXTURE SIZES WITH CLIENT AND PRODUCT MANUFACTURER PRIOR TO FABRICATION AND FIELD MEASUREMENTS PRIOR TO FABRICATION AND INSTALLATION. VERIFY ALL APPLIANCE FURNISH AND INSTALL ALL CABINET WORK COMPLETE. VERIFY ALL DIMENSIONS BY TAKING SOLID WOOD. IN LIEU OF WOOD, METAL ROD AND SHELF SYSTEM MAY BE SELECTED BY CLIENT. ALL SHELVING SHALL BE PARTICLE BOARD, EDGE-BANDED OR 1 x CLEAR PINE, UNLESS NOTED OTHERWISE. SHELF DEPTH SHALL BE 15 INCHES AT WARDROBE CLOSETS, AND PER PLAN AT ALL OTHER LOCATIONS. SHELF ROD AT WARDROBE CLOSETS SHALL BE 1 3/8-INCH DIAMETER, VERTICAL AND HORIZONTAL TRIM MEMBERS, SHALL BE IN LONGEST PRACTICAL LENGTHS. APPLICATIONS. 6.3.6 COUNTER TOPS MATERIALS INSTALLATION GENERAL 6.4.2 6.4.3 6.4.1 6.4 EXPOSED EDGES. HARDWARE MATERIALS AND DESIGN FIT ADJOINING SURFACES. INSTALLATION. 6.3.5 6.3.4 6.3.2 STANDARDS WORKMANSHIP AND SANDED. 6.3.3 INSTALLATION. GENERAL CABINETRY6.3 6.3.1 DRAFT STOPPING MATERIALS SHALL NOT BE LESS THAN 1/2 INCH GYPSUM BOARD, 3/8 INCH WOOD STRUCTURAL PANEL, 3/8 INCH TYPE 2-M PARTICLEBOARD OR OTHER APPROVED MATERIALS ADEQUATELY SUPPORTED. MATIC LATCHES CONSTRUCTED AS REQUIRED FOR THE PARTITIONS. OPENINGS IN THE PARTITIONS SHALL BE PROTECTED BY SELF-CLOSING DOORS WITH AUTO- PROVIDE SOLID 2 X 4 BACKING AT 24" O.C. AS REQUIRED FOR GYPSUM BOARD NIALING ALONG THE CEILING AT THE TRANSITION OF CEILING AND WALL. FULL LENGTH CONTINUOS BOARDS SHALL BE USED WHEREVER APPLICABLE OR SPECIFICALLY SIZE AND PROFILE OF ALL DOOR CASING, WALL BASEBOARD, CEILING CROWN-MOULDING, CHAIR RAIL, AND WINDOW STOOL AND APRON, SHALL BE AS SELECTED BY CLIENT. ALL DOORS SHALL OPERATE FREELY, BUT NOT LOOSELY, WITHOUT STICKING OR BINDING, WITHOUT HINGE BOUND CONDITIONS; AND WITH ALL HARDWARE PROPERLY ADJUSTED AND FUNCTIONING. LOCK STILE EDGES SHALL BE BEVELED. SCHEDULED, INCLUDING CARPETING, ALLOW 1/2" SPACE FOR RETURN AIR. INCH. CLEARANCE AT THE BOTTOM SHALL BE ADJUSTED FOR FINISH FLOOR COVERING CLEARANCE AT THE LOCK AND HANGING STILES, AND AT THE TOP, SHALL NOT EXCEED 1/8 EACH DOOR SHALL BE ACCURATELY CUT, TRIMMED, AND FITTED TO ITS' RESPECTIVE FRAME AND HARDWARE WITH DUE ALLOWANCE FOR PAINTER'S FINISHES. DOOR FRAMES SHALL BE SET PLUMB AND TRUE, RIGIDLY SECURED, AND PROTECTED DURING AND COMPLETELY PREPARED FOR FINISH. ALL WORK SHALL BE MACHINED OR HAND-SANDED, SHARP EDGES AND SPLINTERS REMOVED, WOODWORK SHALL BE ACCURATELY SCRIBED TO FIT ADJOINING SURFACING. NEATLY MITERED, BUTTED, OR COPED, WITH NAILS SET AND SURFACES FREE OF TOOL MARKS. ALL JOINTS SHALL BE TIGHT AND TRUE, AND SECURELY FASTENED. CORNERS SHALL BE FURNISH AND INSTALL ALL FINISH CARPENTRY COMPLETE, INCLUDING TRIM, DOOR FRAMES, TO RE-DIRECT CHANNELED OR RUN-OFF WATER, AWAY FROM VERTICAL SURFACES. PROVIDE CRICKETS AS INDICATED AND AS NECESSARY FOR PROPER WATER DRAINAGE AND ENSURE WATER DRAINAGE WITHOUT PUDDLING 1/8"/FT. ALL BUILT-UP ROOFS, WATERPROOF BALCONY DECKS, AND EXTERIOR HORIZONTAL AREAS (I.E., POTSHELFS, LOW WALLS, CHIMNEY SHOULDERS, ETC.) ARE TO BE FRAMED WITH SLOPE TO PROVIDE AN 18 INCH HIGH PLATFORM WITH 3/4 INCH PLYWOOD FLOOR, AT ALL WATER ALL FASCIAS AND BARGE BOARDS SHALL BE MITERED AT THE JOINTS, AND SHALL NOT BE SPLICED OVER ANY DOORWAY, ENTRY COURT, OR DECK. PLUMBING, FINISH HARDWARE, FIREWALLS, TOWEL BARS, PAPER HOLDERS, ETC. FIXTURES, CABINETS, GYPSUM BOARD, STAIR RAILING, STUCCO, TUB AND SHOWER ENCLOSURES, PROVIDE SOLID 2X BACKING REQUIRED FOR PENDANT AND SURFACE-MOUNTED ELECTRICAL MATERIALS6.2.4 DOOR INSTALLATION THE COURSE OF CONSTRUCTION. 6.2.3 NOTED. WORKMANSHIP GENERAL PANELING, AND SHELVING. FINISH CARPENTRY 6.2.1 6.2.2 6.2 HEATERS LOCATED IN GARAGES. MISCELLANEOUS FRAMING6.1.5 THE MOUNTING OF HANDRAILS SHALL BE SUCH THAT THE COMPLETED HANDRAIL AND SUPPORT- ING STRUCTURE ARE CAPABLE OF WITHSTANDING A LOAD OF AT LEAST 200 POUNDS (890 N) APPLIED IN ANY DIRECTION AT ANY POINT ON THE RAIL. THESE LOADS SHALL NOT BE ASSUMED TO ACT CUMULATIVELY WITH THOSE OF 6.5.2. RAILS. REACTIONS DUE TO THIS LOADING NEED NOT BE COMBINED WITH THOSE OF IMPACT RIGHT ANGLES OVER THE ENTIRE TRIBUTARY AREA, INCLUDING OPENINGS AND SPACES BETWEEN BALCONY RAILINGS AND GUARDRAILS STANDING A LOAD OF 25 POUNDS PER SQUARE FOOT (1.2 kN/m ) APPLIED HORIZONTALLY AT INTERMEDIATE RAILS, PANEL FILLERS AND THEIR CONNECTIONS SHALL BE CAPABLE OF WITH- PATTERN SUCH THAT A SPHERE 4" DIAMETER CANNOT PASS THRU. OPEN GUARDRAILS/HANDRAILS SHALL HAVE INTERMEDIATE RAILS OR AN ORNAMENTAL DRAFT STOPS SHALL BE INSTALLED IN ATTICS, MANSARDS, OVERHANGS, FALSE FRONTS SET OUT FROM WALLS AND SIMILAR CONCEALED SPACES OF BUILDINGS HAVING USES OTHER THAN DWELLINGS OR HOTELS SO THAT THE AREA BETWEEN DRAFT STOPS DOES NOT EXCEED 3,000 SQUARE FEET AND THE GREATEST HORIZONTAL DIMENSION DOES NOT EXCEED 60 FT. HORIZONTAL DIMENSION BETWEEN STOPS DOES NOT EXCEED 60 FEET. OF BUILDINGS USED FOR OTHER THAN DWELLING OR HOTEL OCCUPANCIES SO THAT THE AREA DRAFT STOPS SHALL BE INSTALLED IN FLOOR-CEILING ASSEMBLIES OF BUILDINGS OR PORTIONS OF THE CONCEALED SPACE DOES NOT EXCEED 1,000 SQUARE FEET AND SO THAT THE 4. OTHER USES. 3. OTHER USES. INCREASES, SUCH AS CRANES. HANDRAILS6.5.3 6.5.2 GENERAL GUARDRAILS/ HANDRAILS 6.5.1 6.5 SHALL COMPLY WITH MANDATORY INFILTRATION STANDARDS AND SHALL BE IN CONFORMANCE AND SHALL MEET OR EXCEED A DESIGN WIND PRESSURE OF 20 P.S.F.. ALL EXTERIOR DOORS ALL DOORS SHALL BE INSTALLED PER MANUFACTURER'S INSTALLATION RECOMMENDATIONS, DIVISION 8 - 8.1 DOORS WITH ACOUSTICAL REQUIREMENTS (IF APPLICABLE) AS INDICATED IN THE ACOUSTICAL REPORT. DOORS SHALL COMPLY WITH ALL APPLICABLE SECURITY ORDINANCES. INSTALLATION8.1.2 HAVE PANELS A MINIMUM DENSITY OF FIVE (5) OUNCES PER SQUARE FOOT. ALL FRONT TYPE AND SIZE (MINIMUM REQUIREMENTS) 1. MUM THICKNESS OF 1 3/4 INCH, AND WITH PANELS OF NOT LESS THAN 9/16 INCH THICKNESS. METAL DOORS SHALL BE A MINIMUM THICKNESS OF .0215 INCHES, AND RIVETED TOGETHER WIDTH HORIZONTAL BEAM ATTACHED TO THE MAIN DOOR STRUCTURE. WHICH SHALL MEET THE PILOT, OR PEDESTRIAN ACCESS DOOR FRAMING WITHIN THREE (3) INCHES OF THE 8.1.3 AT 18 INCHES ON CENTER (MAX.) ALONG THE OUTSIDE SEAMS. THERE SHALL BE A FULL STRIKE AREA OF THE PILOT OR PEDESTRIAN ACCESS DOOR. FIBERGLASS DOORS SHALL (EXCEPTION: CLEAR VISION PANEL SUCH AS DOOR WINDOW LITES OR "SPEAKEASY" DOOR.) ENTRY DOORS SHALL BE EQUIPPED WITH A WIDE ANGLE (180 DEGREE) DOOR VIEWER. HARDBOARD PANEL AND/OR MIRROR DESIGN (IF APPLICABLE) SHALL BE SELECTED BY CLIENT. LOUVERED DOORS SHALL MATCH TYPICAL INTERIOR DOORS IN SIZE AND MATE- INTERIOR DOORS - SWINGING AND SLIDING POCKET DOORS SHALL BE OF HOLLOW CORE CONSTRUCTION (UNLESS SPECIFIED OTHERWISE) WITH A MINIMUM THICKNESS OF 1 3/8 INCH. DOORS AND WINDOWS STANDARDS8.1.1 EXTERIOR DOORS - WOOD DOORS SHALL BE OF SOLID CORE CONSTRUCTION WITH A MINI- 2. RIAL, AND IN CASE OF THOSE REQUIRED FOR MAKE UP AIR AT CLOTHES DRYER LOCATIONS (PER C.M.C., SECTION 504.3.2) THE LOUVERED PORTION SHALL PROVIDE A MINIMUM 100 SQ. IN. NET OPENING. WATER HEATER AND F.A.U. CLOSET DOORS SHALL BE WEATHER-STRIPPED AND/OR METAL CONSTRUCTION, AND SHALL BE INSTALLED WITH THRESHOLD (SILL) PANS. CONDITIONED SPACES. BY-PASS SLIDING DOORS (WARDROBE TYPE) MAY BE OF VINYL IN AN EFFORT TO SEPARATE UNCONDITIONED SPACE RECEIVING COMBUSTION AIR FROM HARD BOARD PANEL AND/OR MIRROR DESIGN (IF APPLICABLE) SHALL BE SELECTED BY CLIENT. DOOR(S) LEADING FROM GARAGE AREA INTO PRIVATE DWELLING UNIT - DOORS SHALL BE OF SOLID CORE CONSTRUCTION WITH A MINIMUM THICKNESS OF 1 3/4 INCH. (EXCEPTION: 20 MINUTE FIRE-RATED DOOR). DOORS SHALL BE TIGHT-FITTING, AND PROVIDED WITH A SELF-CLOSING MECHANISM. UTILITY METER ENCLOSURE DOORS - DOORS SHALL BE VENTED AS REQUIRED BY UTILITY COMPANY. PROVIDE "VEIW PLATE(S)" TO USAGE READ-OUTS IF REQUIRED BY UTILITY COMPANY. ROLLING OVERHEAD, SOLID OVERHEAD, SWING, SLIDING, OR ACCORDION, GARAGE TYPE DOORS - WOOD DOORS SHALL HAVE PANELS A MINIMUM OF 5/16 INCH IN THICKNESS, WITH THE LOCKING HARDWARE BEING ATTACHED TO THE SUPPORT FRAMING. METAL DOORS SHALL BE A MINIMUM THICKNESS OF .0215 INCHES, AND RIVETED TOGETHER AT 18 INCHES ON CENTER (MAX.) ALONG THE OUTSIDE SEAMS. THERE SHALL BE A FULL WIDTH HORIZ- ONTAL BEAM ATTACHED TO THE MAIN DOOR STRUCTURE WHICH SHALL MEET THE PILOT, OR PEDESTRIAN ACCESS DOOR FRAMING WITHIN THREE (3) INCHES OF STRIKE AREA OF THE PILOT OR PEDESTRIAN ACCESS DOOR. FIBERGLASS DOORS SHALL HAVE PANELS A MINIMUM DENSITY OF FIVE (5) OUNCES PER SQUARE FOOT. ALL WINDOWS SHALL BE INSTALLED PER MANUFACTURER'S INSTALLATION RECOMMENDATIONS, 4. 5. 6. AND SHALL MEET OR EXCEED A DESIGN WIND PRESSURE OF 20 P.S.F.. ALL WINDOWS SHALL COMPLY WITH MANDATORY INFILTRATION STANDARDS, AND SHALL BE IN CONFORMANCE WITH ACOUSTICAL REQUIREMENTS (IF APPLICABLE) AS INDICATED IN THE ACOUSTICAL REPORT. WINDOWS SHALL COMPLY WITH ALL APPLICABLE SECURITY REQUIREMENTS. IN REGARDS TO WOOD WINDOWS, ALL WORK AND MATERIALS SHALL MEET THE LATEST EDITION PERFORMANCE STANDARDS OF THE "NATIONAL WOOD WINDOW AND DOOR ASSOCIA- 8.2 8.2.1 WINDOWS STANDARDS TION", (N.W.W.D.A.). 8.2.2 INSTALLATION INSULATION7.1 THERMAL INSULATION INSTALL INSULATION BATTS BETWEEN JOISTS, AT ALL CEILING AREAS EXPOSED TO ROOF OR ATTIC AREAS INCLUDING ANY VERTICAL WALL AREAS SEPARATING CONDITIONED SPACES FROM ATTICS BETWEEN CEILINGS AND ROOF, AND BETWEEN STUDS AT ALL EXTERIOR WALLS 7.1.1 NESS. PROVIDE INSULATION STOPS/BAFFLES AS REQUIRED TO PREVENT OBSTRUCTION OF SECURELY INSTALLED AND TIGHTLY FITTED WITHOUT COMPRESSING THE NORMAL LOFT THICK- (INCLUDING WALL(S) BETWEEN CONDITIONED SPACES AND UNCONDITIONED SPACES. BATTS SHALL BE VENTS. PROVIDE AND INSTALL ALL THERMAL INSULATION PER THE REQUIREMENTS SET FORTH IN "TITLE 24" OF THE CALIFORNIA ADMINISTRATIVE CODE". REFER TO TITLE 24 ENERGY COMPLIANCE SHEETS AND CALCULATIONS (PREPARED BY, TITLE 24 ENERGY CONSULTANT), FOR SPECIFIC REQUIREMENTS. INSTALLATION COMPLIES WITH THE STANDARDS ESTABLISHED BY THE STATE OF CALIFORNIA. WITHIN THE STRUCTURE, A CERTIFICATION OF COMPLIANCE CERTIFYING THAT THE INSULATION CONTRACTOR (INSULATION INSTALLER) SHALL SIGN AND POST IN A CONSPICUOUS LOCATION INSTALL INSULATION BATTS BETWEEN STUDS AND JOISTS, SECURELY AND TIGHTLY FITTED SOUND TRANSMISSION CONTROL INSULATION WITHOUT COMPRESSING THE NORMAL LOFT THICKNESS, PER THE CONSTRUCTION DOCUMENTS. ALL OPENINGS IN PARTY WALLS AS DETAILED IN THE CONSTRUCTION DOCUMENTS, SUCH AS 7.1.2 MEDICINE CABINETS, ELECTRICAL OR PHONE OUTLETS, ETC., SHALL HAVE A MINIMUM OF TWO LAYERS OF INSULATION BATTS LAPPING THE OPENING A DISTANCE OF 14 INCHES (MINIMUM). PROVIDE BATT INSULATION AT ALL STUD AND JOIST CAVITIES WHICH CONTAIN PLUMBING WASTE LINES. STANDARDS ROOFING, DECKING, AND WATERPROOFING7.2 7.2.1 ASSOCIATION" (ARMA). CONTRACTORS ASSOCIATION" (NRCA) AND "ASPHALT ROOFING MANUFACTURERS THE "NATIONAL ROOFING CONTRACTORS ASSOCIATION" (NRCA) AND "ASPHALT ROOFING ALL WORK AND MATERIALS SHALL MEET THE LATEST EDITION PERFORMANCE STANDARDS OF INSTALLATION7.2.2 HIGH WIND AREAS, AND PER THE REQUIREMENTS SET FORTH IN THE CALIFORNIA BUILDING CODE URER'S RECOMMENDATIONS, INCLUDING THE USE OF FASTENERS AND ANCHORING DEVICES IN INSTALL ALL ROOFING AND WALL CORROSION RESISTANT METAL FLASHING PER MANUFACT- (CURRENT EDITION) CHAPTER 15, CAREFULLY INCORPORATING FLASHING, SCUPPERS, JACKS, SLEEVES, ROOF DRAINS, SKYLIGHTS, ETC. PROVIDE CANT STRIPS AT ALL VERTICAL SURFACES. PROVIDE CRICKETS AS INDICATED, AND AS NECESSARY FOR PROPER WATER DRAINAGE, AND TO RE-DIRECT CHANNELED OR RUN-OFF WATER AWAY FROM VERTICAL SURFACES. CLIENT SHALL PROVIDE A WATERPROOFING SPECIALIST TO REVIEW BUILT-UP ROOFING, INSPECTION7.2.3 FOUNDATION WALL WATERPROOFING, WATERPROOF DECKING, AND FLASHING DETAILS, AND PROVIDE CONTINUOS INSPECTION DURING FIELD INSTALLATION OF ALL WATERPROOF AND FLASHING SURFACES AND MATERIALS TO INSURE ADHERENCE TO MANUFACTURER'S SPECI- FICATIONS AND THE HIGHEST STANDARDS OF CONSTRUCTION PRACTICE. ROOF PITCH, INSTALL TILE OVER UNDERLAYMENT OF MINIMUM ONE LAYER TYPE 30 FELT. MATERIALS ROOFING TILES (CLAY OR CONCRETE) - CLASS "A" RATED ROOF ASSEMBLY. MINIMUM 3:12 7.2.4 (TYPE 40 FOR PITCHES LOWER THAN 4:12), SIDE LAPPED 2 INCHES AND END LAPPED 6 INCHES, OR PER MANUFACTURER'S SPECIFICATIONS. TILE WEIGHT SHALL BE APPROXIMATELY 9.5 LBS. PER SQ. FT. (TO BE VERIFIED), AND PROFILE, STYLE, COLOR, TEXTURE, AND PATTERN, SHALL BE AS SELECTED BY ARCHITECT. REFER TO "COLOR AND MATERIAL SCHEDULE" PREPARED BY ARCHITECT. PITCH. INSTALL SHINGLES OVER UNDERLAYMENT OF MINIMUM ONE LAYER OF NON-PERFO- COMPOSITION (ASPHALT) SHINGLES - CLASS "A" RATED ROOF ASSEMBLY MINIMUM 4:12 ROOF RATED TYPE 15 FELT LAPPED 2 INCHES HORIZONTALLY AND 4 INCHES VERTICALLY TO SHED WATER OR PER MANUFACTURER'S SPECIFICATIONS. COMPOSITION SHINGLES MAY BE IN- STALLED ON SLOPES AS LOW AS 2:12 ROOF PITCH, PROVIDED THAT PITCHES LOWER THAN 4:12, THE SHINGLES ARE APPROVED SELF-SEALING OR ARE HAND SEALED AND ARE IN- STALLED WITH AN UNDERLAYMENT CONSISTING OF A MINIMUM OF TWO LAYERS OF NON-PERFO- RATED TYPE 15 FELT APPLIED SHINGLE FASHION, OR PER MANUFACTURER'S SPECIFICATIONS. SHINGLE COLOR, TEXTURE, AND PATTERN, SHALL BE AS SELECTED BY ARCHITECT. REFER TO "COLOR AND MATERIAL SCHEDULE" PREPARED BY ARCHITECT. SELECTED BY ARCHITECT. REFER TO "COLOR AND MATERIALS SCHEDULE" PREPARED BY BLOCKED ROOF 1/4 INCH PER FOOT (MINIMUM) FOR WATER DRAINAGE. COLOR SHALL BE AS FLOOD COAT WITH 400 POUNDS PEA GRAVEL SURFACING MATERIAL. SLOPE SOLID EDGE BUILT-UP ROOFING - CLASS "A" RATED ROOF ASSEMBLY. ASSEMBLY SHALL INCLUDE 4 LAY- ERS OF TYPE 15 FELT WITH 25 POUNDS HOT-MOPPING BETWEEN LAYERS AND 60 POUNDS METAL ROOF - CLASS "A" RATED ROOF ASSEMBLY. ASSEMBLY SHALL BE SEAMLESS OR "STANDING SEAM", PRE-PAINTED, AND CORROSION RESISTANT. INSTALL METAL ROOFING OVER UNDERLAYMENT OF MINIMUM ONE LAYER TYPE 15 FELT, IN ACCORDANCE WITH MANUFAC- TURER'S SPECIFICATIONS. SLOPE METAL A MINIMUM OF 1 INCH PER FOOT, OR AS INDICATED IN THE CONSTRUCTION DOCUMENTS. COLOR SHALL BE AS SELECTED BY ARCHITECT. REFER TO "COLOR AND MATERIALS SCHEDULE" PREPARED BY ARCHITECT. WHERE INDICATED IN THE CONSTRUCTION DOCUMENTS. WATERPROOFING SYSTEM SHALL BE FOUNDATION WALL WATERPROOFING - APPLY ALL WATERPROOFING SYSTEMS COMPLETE, I.C.B.O. APPROVED. PROTECT WATERPROOFING MATERIALS DURING BACK FILLING OPERA- TIONS WITH A NON-DETERIORATING PROTECTION BOARD. GENERAL FLASHING AND SHEET METAL 7.3.1 7.3 PROVIDE MISCELLANEOUS CORROSION RESISTANT METAL WORK AS INDICATED IN THE CONSTRUCTION DOCUMENTS, INCLUDING FLASHING, GRAVEL STOPS, DRIP EDGES, SILL PANS, SCUPPERS, GUTTERS, DOWNSPOUTS, CHIMNEY SHROUDS, LAUNDRY CHUTES, AND MISCELLANEOUS VENTS. 7.3.2 METAL AND AIR CONDITIONING CONTRACTORS NATIONAL ASSOCIATION, INC." (SMACNA). ALL WORK AND MATERIALS SHALL MEET THE LATEST EDITION PERFORMANCE STANDARDS RECOMMENDED IN THE "ARCHITECTURAL SHEET METAL MANUAL", PUBLISHED BY THE "SHEET STANDARDS WORKMANSHIP7.3.3 MATERIALS7.3.4 COUNTERFLASHING SHALL BE INSTALLED AT ALL LOCATIONS WHERE MATERIALS ON FLASHING PROVIDE FLASHING AND COUNTERFLASHING AT ALL EXTERIOR OPENINGS EXPOSED TO WEATHER, IN SUCH A MANNER AS TO MAKE THE OPENINGS WEATHERPROOF. FLASHING AND 7.3.5 DIFFERENT PLANES INTERSECT. LOCATIONS INCLUDE, ROOF TO WALL, ROOF TO ROOF, ROOF TO SKYLIGHT, DECK TO WALL, AND OTHER LOCATIONS RECOMMENDED IN "THE ARCHITECTURAL SHEET METAL MANUALS". WITH INSTALLATION USING APPROVED METHOD AND MATERIALS, ALL FLASHING JOINTS ALL FLASHING SHALL CONFORM TO THE STANDARDS OF LOCAL AND APPLICABLE CODES, AND PENETRATIONS SHALL BE CAULKED AND SEALED. FLASHING AND CAULKING SHALL BE PROVIDED AT ALL WOOD BEAMS, BRACES, AND OUT- LOOKERS WHICH PROJECT THROUGH EXTERIOR WALLS OR ROOF SURFACES. THE EXTERIOR FINISH MATERIAL. FLASHING SHALL BE PROVIDED AT ALL NON-VERTICAL WOOD TRIM SURFACES ABUTTING TO FLASHING SHALL BE PROVIDED AT ALL WINDOW , DOOR, AND WALL VENT OPENINGS. FLASHING SHALL BE "MOISTOP" FLASHING SYSTEM BY "FORTIFIBER CORPORATION", OR APPROVED EQUAL. INSTALLATION PER MANUFACTURER'S RECOMMENDATIONS. FLASHING SHALL BE CAULKED WITH MATERIALS APPLIED AND TESTED BY THE FLASHING MANUFACTURER. TURNED INWARD APPROXIMATELY 1/2 INCH AT 30-DEGREE ANGLES. SUCCEEDING VALLEY WITH A 1 INCH HIGH SPLASH DIVERTER IN THE CENTER AND BOTH LONGITUDINAL EDGES 26 GAUGE), 18 INCH WIDE AT COMPOSITION SHINGLES AND 24 INCH WIDE AT ROOFING TILE, ROOF VALLEY FLASHING SHALL BE CORROSION RESISTANT (GALVANIZED) METAL (MINIMUM METAL SECTIONS SHALL OVERLAP A MINIMUM OF 4 INCHES, AND BE ATTACHED WITH CLIPS OR NAILS BENT OVER THE EDGES - NOT PENETRATING THE METAL. OR ROOF FRAMING AS REQUIRED. ALL FLASHINGS FOR THROUGH ROOF PENETRATIONS SHALL OPENINGS THROUGH ROOFING MATERIAL FOR VENTS, ELECTRICAL SERVICE CONNECTIONS, ETC., SHALL BE ADEQUATELY WEATHERPROOFED AND SUPPORTED BY ADDITIONAL BLOCKING BE OF APPROVED MATERIALS, AND IN THE CASE OF ROOFING TILES, SHALL BE FORMED TO THE CONTOURS OF THE TILE, AND SHALL NOT BE LESS THAN 16 INCHES FROM THE CENTER OF ANY VALLEY. SILICONE-TREATED RELEASE PAPER, ONLY TO BE REMOVED IMMEDIATELY BEFORE INSTALL- WHICH ENABLES IT TO SEAL AROUND NAILS OR FASTENERS, AND SHALL BE PROTECTED BY A ASPHALT. THE RUBBERIZED ASPHALT LAYER SHALL HAVE STRONG ADHESIVE PROPERTIES AND BENEATH COPINGS. PROVIDE TOUGH, FLEXIBLE, SELF-HEALING, SELF-SEALING, SELF- FLASHING/UNDERLAYMENT SHALL BE PROVIDED AT ALL NON-VERTICAL STUCCO SURFACES ADHERING, WATER BARRIER MEMBRANE COMPOSITE OF POLYETHYLENE FILM AND RUBBERIZED ATION. PRODUCT SHALL BE "GRACE ICE AND WATER SHIELD" BY "W.R. GRACE & CO.", OR EQUAL, AND SHALL BE INSTALLED PER MANUFACTURER'S RECOMMENDATIONS. ARCHITECT. 7.4 7.4.1 AN ATTIC ACCESS OPENING SHALL BE PROVIDED TO ALL ATTICS OF BUILDINGS WITH COMBUS- TIBLE CEILING OR ROOF CONSTRUCTION. EXCEPTION: ATTIC VENTILATION ACCESS ACCESS OPENING. UNOBSTRUCTED HEADROOM IN THE ATTIC SPACE SHALL BE PROVIDED AT OR ABOVE THE IN A CORRIDOR, HALLWAY, OR OTHER READILY ACCESSIBLE LOCATION. THIRTY-INCH-MINIMUM ATTICS WITH A MAXIMUM VERTICAL HEIGHT OF LESS THAN 30 INCHES. THE OPENING SHALL NOT BE LESS THAN 22 INCHES BY 30 INCHES AND SHALL BE LOCATED 7.4.2 VENTILATION ALL JOINTS AND PENETRATIONS AROUND DOOR FRAMES SHALL BE CAULKED AND SEALED (NON- HARDENING) PER STATE ENERGY REQUIREMENTS. LAPPING AND SEALING OF NAILING FINS TO FLASHING MATERIAL AND LAPPING TO BUILDING PAPER, SHALL BE IN ACCORDANCE WITH CODE MINIMUMS AND MANUFACTURER'S RECOMMENDATIONS. ALIGN BOTTOM OF HEADERS AT ALL ADJACENT WINDOWS AND DOORS, UNLESS NOTED OTHERWISE. ALL DOORS SHALL BE ACCURATELY CUT, TRIMMED, AND FITTED TO ITS' RESPECTIVE FRAME AND HARDWARE, WITH DUE ALLOWANCE FOR PAINTER'S FINISHES. CLEARANCE DIMENSION AT THE LOCK AND HANGING STILES, AND AT THE TOP SHALL NOT EXCEED 1/8 INCH. CLEARANCE DIMENSION AT THE BOTTOM SHALL BE ADJUSTED TO ACCOMMODATE THE SPECIFIC FINISHED FLOOR COVERING, INCLUDING CARPET, PLUS 1/2" FOR RETURN AIR PASSAGE. LOCK STILE EDGES SHALL BE BEVELED, AND ALL DOOR STOPS SHALL BE PROVIDED BEHIND ALL SWINGING DOORS. ALL JOINTS AND PENETRATIONS AROUND WINDOW FRAMES SHALL BE CAULKED AND SEALED (NON- HARDENING) PER STATE ENERGY REQUIREMENTS. LAPPING AND SEALING OF NAILING FINS TO FLASHING MATERIAL AND LAPPING TO BUILDING PAPER, SHALL BE IN ACCORDANCE WITH CODE MINIMUMS AND MANUFACTURER'S RECOMMENDATIONS. ALIGN BOTTOM OF HEADERS AT ALL ADJACENT WINDOWS AND DOORS, UNLESS NOTED OTHERWISE. ALL SHEET METAL SHALL BE CORROSION RESISTANT, COMMERCIAL GRADE, PAINTABLE, ZINC-COATED (GALVANIZED) METAL, AND SHALL HAVE A MINIMUM THICKNESS OF 0.019 INCH (NO. 26 GALVANIZED SHEET METAL GAUGE). SHEET METAL THICKNESS SHALL BE APPROP- IATE FOR THE SPECIFIC CONDITION IN ACCORDANCE WITH THE RECOMMENDATIONS OF THE "ARCHITECTURAL SHEET METAL MANUAL", BUT IN NO CASE SHALL THE THICKNESS BE LESS THAN THE LISTED MINIMUM OR PER REQUIREMENTS SET FORTH IN THE CALIFORNIA BUILDING CODE (CURRENT EDITION). ALL SHEET METAL FASTENERS (SCREWS, ETC.) SHALL BE OF CORROSION RESISTANT (GALVA- NIZED) METAL. SOLDER SHALL BE 50% LEAD, 50% TIN, STANDARD BRAND. FLUX SHALL BE NEW MURIATIC ACID. SHEET METAL AND FLASHING SHALL BE FORMED, FABRICATED, AND INSTALLED IN THE LARGEST PRACTICAL SECTIONS, AND ADEQUATELY PROVIDE FOR EXPANSION AND CONTRACTION IN THE COMPLETED WORK USING THE HIGHEST STANDARDS OF CONSTRUCTION PRACTICE. THE COMPLETED WORK SHALL PROVIDE WEATHER-TIGHT AND WATERPROOF CONNECTIONS. LOCK SEAMS FLAT AND TRUE TO LINE, 1/2 INCH WIDE, SWEATED FULL WITH SOLDER. MOLDED AND BRAKE-FORMED MEMBERS SHALL BE FINISHED TRUE AND STRAIGHT WITH SHARP LINES AND ANGLES. ALL GALVANIZED METAL SHALL BE SHOP PRIMED WITH ONE COAT OF ZINC DUST-ZINC OXIDE PRIMER OVER ALL SURFACES. ALL WORK SHALL BE ACCURATELY FABRICATED TO MATCH DETAIL AND FITTED TO JOB CONDITIONS. ALL DIMENSIONS INDICATED IN THE CONSTRUCTION DOCUMENTS SHALL BE VERIFIED BY TAKING FIELD MEASUREMENTS. ENTRY DOOR(S) SHALL BE PROVIDED WITH A SINGLE PUSH BUTTON ACTUATOR FOR THE SOLE PURPOSE OF ACTIVATING A BELL(S) OR CHIME WITHIN THE RESIDENCE TO NOTIFY OCCUPANTS OF AN ARRIVAL - THE BELL(S) OR CHIME SHALL BE INSTALLED PER MANUFACTURERS RECOMMENDATIONS AND BE PLACED IN SUCH AN AREA THAT IT CAN BE HEARD THROUGHOUT THE ENTIRE RESIDENCE - PER THE LOCAL JURISDICTION OR CODE ENFORCEMENT. 3. WATERPROOF DECKING - CLASS "A" RATED FIRE ASSEMBLY. APPLY ALL WATERPROOF DECK DECK COVERING COMPLETE AND WATER-TIGHT, AS RECOMMENDED BY THE SYSTEM MANUFAC- TURER. DECK SYSTEM SHALL BE I.C.B.O. APPROVED, TRAFFIC BEARING ELASTOMERIC MEM- BRANE SYSTEM BY DEX-O-TEX "WEATHERWEAR" I.C.C. # ESR-1757 OR APPROVED SUBSTITUTE. ALL RECOMMEN- DATIONS SHALL BE STRICTLY FOLLOWED REGARDING STABILITY OF FLOOR, POSITIVE SLOPE AWAY FROM LIVING AREAS, FLASHING AT ALL EDGE AND CORNER CONDITIONS, REINFORCING TAPE AT SUBFLOOR JOINTS, AND METAL REINFORCING AT INSIDE OR OUTSIDE (I.E., STAIR NOSING) CORNERS, ETC. WATER PROOF DECK SHALL BE FLOOD TESTED. PROVIDE MINIMUM 2 INCH THRESHOLD FROM FINISHED INTERIOR FLOOR TO THE HIGHEST FLOOR LEVEL ON ANY ADJOINING DECK OR BALCONY. EXCEPTION PROVIDE MAXIMUM 1 INCH THRESHOLD FROM FINISHED INTERIOR FLOOR TO THE HIGHEST FLOOR LEVEL ON ANY ADJOINING DECK OR BALCONY AT OUT-SWING DOOR CONDITIONS. AS PER CALIFORNIA BUILDING CODE (CURRENT EDITION) SECTION 1203 ENCLOSED ATTICS AND ENCLOSED RAFTER SPACES FORMED WHERE CEILINGS ARE APPLIED DIRECTLY TO THE UNDERSIDE OF THE ROOF RAFTERS SHALL HAVE CROSS VENTILATION FOR EACH SEPARATE SPACE BY VENTILATING OPENINGS PROTECTED AGAINST THE ENTRANCE OF RAIN OR SNOW. BLOCKING AND BRIDGING SHALL BE ARRANGED SO AS NOT TO INTERFERE WITH THE MOVEMENT OF AIR. A MINIMUM OF 1 INCH OF AIRSPACE SHALL BE PROVIDED BETWEEN THE INSULATION AND THE ROOF SHEATHING. WHERE EAVE OR CORNICE VENTS ARE INSTALLED, INSULATION SHALL NOT BLOCK THE FREE FLOW OF AIR. THE NET FREE VENTILATING AREA SHALL NOT BE LESS THAN 1/300 OF THE AREA OF THE SPACE VENTILATED WITH 50 PERCENT OF THE REQUIRED VENTILATING AREA PROVIDED BY VENTILATORS LOCATED IN THE UPPER PORTION OF THE SPACE TO BE VENTILATED AT LEAST 3 FEET ABOVE THE EAVE OR CORNICE VENTS WITH THE BALANCE OF THE REQUIRED VENTILATION PROVIDED BY EAVE OR CORNICE VENTS. EXTERIOR OPENINGS INTO THE ATTIC SPACE OF ANY BUILDING INTENDED FOR HUMAN OCCUPANCY SHALL BE PROTECTED TO PREVENT THE ENTRY OF BIRDS, SQUIRRELS, RODENTS, SNAKES AND OTHER SIMILAR CREATURES. OPENINGS FOR VENTILATION HAVING A LEAST DIMENSION OF 1/16 INCH AND 1/4 INCH MAXIMUM SHALL BE PERMITTED. OPENINGS FOR VENTILATION A LEAST DIMENSION LARGER THAN 1/4 INCH SHALL BE PROVIDED WITH CORROSION-RESISTANT WIRE CLOTH SCREENING, HARDWARE CLOTH PERFORATED VINYL OR SIMILAR MATERIAL WITH OPENINGS HAVING A LEAST DIMENSION OF 1/16 INCH MINIMUM AND 1/4 INCH MAXIMUM. G E N E R A L C O N S T R U C T I O N R E Q U I R E M E N T S DIVISION 9 - 32 2 N . H A R B O R B L V D . SA N T A A N A , C A 9 2 7 0 3 SHEET NUMBER 2 0 2 4 0 1 0 SHEET TITLE PROJECT NUMBER REVISIONS NO.DATE NO.DATE HANNOUCHE ARCHITECTS EXPRESSLY RESERVES ITS COMMON LAW COPYRIGHT AND OTHER PROPERTY RIGHTS INHERENT IN THESE PLANS. ALL DRAWINGS, ELECTRONIC FILES, FIELD NOTES AND ASSOCIATED DOCUMENTS ARE INSTRUMENTS OF SERVICE AND ARE THE PROPERTY OF HANNOUCHE ARCHITECTS. ALL INFORMATION CONTAINED IN THESE DRAWINGS, ELECTRONIC FILES, FIELD NOTES AND ASSOCIATED DOCUMENTS IS PROJECT SPECIFIC AND SHALL NOT BE REPRODUCED, DISCLOSED, CHANGED, COPIED, OR USED OTHERWISE IN ANY FORM OR MANNER WHATSOEVER, WITHOUT FIRST OBTAINING THE EXPRESSED WRITTEN PERMISSION AND CONSENT OF HANNOUCHE ARCHITECTS. HANNOUCHE ARCHITECT c 2021 HANNOUCHE ARCHITECTS 949.261.2070 SAMIR HANNOUCHE, ARCHITECT 20250 SW ACACIA ST. #145 NEWPORT BEACH, CA 92660 May 9, 2025 1 CORR 12/10/24 BLDG A CORR 3/18/25 OCFA 2 CORR 4/09/25 BLDG DATE SIGNED2 3 CORR 5/09/25 BLDG DOORS AND WINDOWS MEANS OF EGRESS AND EMERGENCY ESCAPE8.2.3 DIVISION 8 - FINISHESDIVISION 9 - (C O N T I N U E D) FINISHES DIVISION 9 - (CONTINUED)(CONTINUED)(CONTINUED) FINISHES GCR-3 GENERAL CONSTRUCTION REQUIREMENTS FIRE-RATED GLAZING8.3.5 BASEMENTS IN DWELLING UNITS AND EVERY SLEEPING ROOM BELOW THE FOURTH STORY SHALL HAVE AT LEAST ONE OPERABLE WINDOW OR DOOR APPROVED FOR EMERGENCY ESCAPE OR RESCUE THAT SHALL OPEN DIRECTLY INTO A PUBLIC STREET, PUBLIC ALLEY, YARD OR EXIT COURT. THE EMERGENCY DOOR OR WINDOW OPENING SHALL BE OPERABLE FROM THE INSIDE TO PROVIDE A FULL, CLEAR OPENING WITHOUT THE USE OF SEPARATE TOOLS. ESCAPE OR FEET. THE MINIMUM NET CLEAR OPERABLE HEIGHT DIMENSION SHALL BE 24 INCHES. THE MINI- VIDED AS A MEANS OF ESCAPE OR RESCUE, THEY SHALL HAVE A FINISHED SILL HEIGHT NOT MORE THAN 44 INCHES ABOVE THE FLOOR. WINDOW MANUFACTURER/SUPPLIER SHALL VERIFY THAT REQUIRED EGRESS WINDOWS MEET ALL EMERGENCY EXITING REQUIREMENTS OF THE CALIFORNIA BUILDING CODE (CURRENT EDITION), AND SHALL NOTIFY THE ARCHITECT IF DRAWINGS ARE FOUND TO BE IN CONFLICT, PRIOR TO FABRICATION AND DELIVERY. ALL GLASS AND GLAZING SHALL COMPLY WITH REQUIREMENTS SET FORTH IN THE CALIFORNIA BUILDING CODE (CURRENT EDITION), CHAPTER 24. GLAZING AT ALL EXTERIOR OPENING LOCATIONS SHALL BEAR A LABEL CERTIFYING THE CORRESPONDING "U" VALUE, AND SHALL COMPLY WITH REQUIREMENTS SET FORTH IN THE (CURRENT EDITION), SECTION 2406. ALL GLAZING SUBJECT TO HUMAN IMPACT SHALL COMPLY WITH THE CALIFORNIA BUILDING CODE CAULKING COMPOUND SHALL BE GUN-APPLIED, NON-HARDENING, AND NON-MILDEWING. CLEAR GLASS TYPICAL (UNLESS NOTED OTHERWISE). ALL GLASS IN DOORS SHALL BE 3/16" THICK TEMPERED GLASS AND DUAL GLAZED WITH ELEVATIONS FOR DIVIDED LITE LOCATIONS AND PATTERNS (TRUE AND SIMULATED). DUAL GLAZING WITH CLEAR GLASS TYPICAL (UNLESS NOTED OTHERWISE). REFER TO EXTERIOR ALL GLASS IN FIXED AND OPERABLE WINDOWS SHALL BE SINGLE STRENGTH "B" OR BETTER. GLAZING SHALL COMPLY WITH ALL APPLICABLE SECURITY ORDINANCES. "TITLE-24" ENERGY COMPLIANCE CALCULATIONS. TEMPERED GLASS SHALL BE PROVIDED IN THE FOLLOWING LOCATIONS: 1. 2. 3. 4. 5. 6. GLASS AND/OR ACRYLIC BLOCK SHALL BE 3 INCHES THICK( MINIMUM), AND ADDITIONALLY 10. 9 8 7. WITH MINIMUM 20 MINUTE FIRE-RATING AND FRAME ASSEMBLY. INSTALL FLASHING MATERIAL, REINFORCING, EXPANSION MATERIAL, GROUT/MORTAR AND SEALANT AS RECOMMENDED BY MANUFACTURER. OR RESCUE WINDOWS SHALL HAVE A MINIMUM NET CLEAR OPENABLE AREA OF 5.7 SQUARE MUM NET CLEAR OPERABLE WIDTH DIMENSION SHALL BE 20 INCHES. WHEN WINDOWS ARE PRO- 8.3.1 8.3 STANDARDS GLASS AND GLAZING 8.3.2 MATERIALS 8.3.3 SAFETY GLAZING BARRIER BETWEEN THE DOOR AND THE GLAZING.) GLASS IS NOT REQUIRED WHEN THERE IS AN INTERVENING WALL OR OTHER PERMANENT GLAZING IS LESS THAN 60 INCHES ABOVE THE WALKING SURFACE ( EXCEPTION: TEMPERED THE DOOR IN A CLOSED POSITION AND WHERE THE BOTTOM EXPOSED EDGE OF THE EXPOSED EDGE OF THE GLAZING IS WITHIN A 24-INCH ARC OF EITHER VERTICAL EDGE OF GLAZING IN FIXED OR OPERABLE PANELS ADJACENT TO A DOOR WHERE THE NEAREST DOORS SHALL OPEN OUTWARD. IS LESS THAN 60 INCHES ABOVE A STANDING SURFACE AND DRAIN INLET. HINGED SHOWER CLOSING THESE COMPARTMENTS WHERE THE BOTTOM EXPOSED EDGE OF THE THE GLAZING GLAZING IN DOORS AND ENCLOSURES FOR HOT TUBS, WHIRLPOOLS, SAUNAS, STEAM GLAZING IN ALL UNFRAMED SWINGING DOORS. GLAZING IN STORM DOORS. SWINGING DOORS OTHER THAN WARDROBE DOORS. GLAZING IN FIXED AND SLIDING PANELS OF SLIDING DOOR ASSEMBLIES AND PANELS IN GLAZING IN INGRESS AND EGRESS DOORS EXCEPT JALOUSIES. ROOMS, BATHTUBS AND SHOWERS. GLAZING IN ANY PORTION OF A BUILDING WALL EN- GLAZING IN AN INDIVIDUAL FIXED OR OPERABLE PANEL, OTHER THAN THOSE LOCATIONS DESCRIBED IN ITEMS 5 AND 6, THAT MEET ALL OF THE FOLLOWING CONDITIONS: 7.1 7.2 7.3 7.4 GLAZING IN RAILINGS REGARDLESS OF HEIGHT ABOVE A WALKING SURFACE. GLAZING IN WALLS ENCLOSING STAIRWAY LANDINGS OR WITHIN 5 FEET OF THE BOTTOM AND TOP OF THE STAIRWAYS WHERE THE BOTTOM EDGE OF THE GLASS IS LESS THAN 60 INCHES ABOVE A WALKING SURFACE GLAZING IN WARDROBE DOORS SHALL MEET THE IMPACT TEST REQUIREMENTS FOR SAFETY GLAZING AS SET FORTH IN THE CALIFORNIA BUILDING CODE (CURRENT EDITION), EXPOSED AREA OF AN INDIVIDUAL PANE GREATER THAN 9 SQUARE FEET. THE GLAZING ONE OR MORE WALKING SURFACES WITHIN 36 INCHES HORIZONTALLY OF THE PLANE OF EXPOSED TOP EDGE GREATER THAN 36 INCHES ABOVE THE FLOOR. EXPOSED BOTTOM EDGE LESS THAT 18 INCHES ABOVE THE FLOOR. 8.3.4 GLASS AND/OR ACRYLIC BLOCK SIZED AS SPECIFIED IN HE CONSTRUCTION DOCUMENTS. PATTERN SHALL BE "PITTSBURGH CORNING" - DECORA (OR EQUAL), OR AS SELECTED BY CLIENT. IN EXTERIOR WINDOW TYPE APPLICATIONS, BLOCK SHALL BE FACTORY SET IN MANUFACTURED WINDOW FRAME COMPLETE FLOORING LOCATIONS, UNLESS NOTED OTHERWISE IN THE CONSTRUCTION DOCUMENTS. TILE AND GROUT SHALL BE AS SELECTED BY OWNER/CLIENT. REFER TO "FINISH SCHEDULE" IN SECTION 9.5 - "PAINTING AND FINISHING", FOR SPECIFIC MATERIALS9.4.3 CERAMIC TILE CUSHIONED VINYL SHEETING LEGEND: DOCUMENTS. BETWEEN ADJACENT ROOMS, UNLESS INDICATED OTHERWISE IN THE CONSTRUCTION CHANGES IN FLOOR MATERIAL SHALL OCCUR AT THE CENTERLINE OF THE DOOR SHALL BE CARPET, UNLESS NOTED OTHERWISE. MASTER BATHROOM AND VANITY PORTION OF "JACK AND JILL" SECONDARY BATHROOMS CONSTRUCTION DOCUMENTS. FLOORING MATERIAL SHALL BE AS SCHEDULED, UNLESS OTHERWISE INDICATED IN THE CONCRETE TAPED TAPED FLATFLAT SGSG**VS CT FLATFLATCARPET FLATFLATCARPET FLATFLATCARPET FLATFLATCARPET FLATFLATCARPET FLATFLATCARPET FLATFLATCARPET FLATFLATCARPET SGSGVS SGSGVS SGSGVS FLATFLAT FLATFLAT BY SELECTED AS CLIENT OWNER/ FLAT ROOM MATERIAL TEXTURE TEXTURE PAINT PAINT SG FLAT CEILING SG WALLCEILING OWNER/ CLIENT AS SELECTED BY WALL VS CT CARPET CARPET * FLOOR 9.5.6 FINISH SCHEDULE CT VS ** * NOTE: SHALL RECEIVE ONE COAT SEALER AND ONE COAT FLAT PAINT, UNLESS NOTED OTHERWISE. AND ONE COAT SEMI-GLOSS ENAMEL, UNLESS NOTED OTHERWISE. ALL OTHER ROOMS KITCHENS, NOOKS, BATHROOMS, AND LAUNDRY ROOMS, SHALL RECEIVE ONE COAT SEALER INTERIOR PAINTING AND FINISHING9.5.5 PER OWNER/CLIENT. ALL EXPOSED INTERIOR WOOD BEAMS SHALL BE PAINTED TO MATCH CEILING OR SOLID STAIN THE NUMBER OF COATS ABOVE SHALL BE CONSIDERED MINIMUM. APPLY ADDITIONAL COATS IF REQUIRED TO PROVIDE FULL AND EVEN COVERAGE THROUGHOUT. FACES. HALLWAY OFFICE POWDER GARAGE CLOSET TOILET COMP. BATHROOM STUDY LIBRARY BEDROOM DINING LIVING FOYER NOOK MORNING FAMILY LAUNDRY KITCHEN EXCEPT SHELVING. PRIMER AND ONE COAT SEMI-GLOSS ENAMEL. DOORS, FRAME, WOOD BASE AND CASING, AND SHELF CLEATS SHALL RECEIVE ONE COAT WARDROBES AND WALK-IN CLOSETS SHALL BE FINISHED AS SPECIFIED FOR ADJOINING ROOM, SEALER ONE COAT STAIN AND TWO COATS LACQUER. STAIN GRADE WOOD HAND RAILINGS, WOOD CAPS, ETC., SHALL RECEIVE ONE COAT SANDING PAINT GRADE CABINETS, RAILINGS, WOOD CAPS, ETC., SHALL RECEIVE ONE COAT SEALER AND ONE COAT SEMI-GLOSS ENAMEL. METAL SURFACES SHALL RECEIVE PRIMER AND ONE COAT PAINT TO MATCH ADJACENT SUR- TWO COATS LACQUER. STAIN GRADE CABINETS SHALL RECEIVE ONE COAT SANDING SEALER, ONE COAT STAIN, AND ALL SIX SIDES OF DOORS SHALL BE SEALED. FULLY SEAL AND PRIME ALL CUT ENDS OF WOOD MEMBERS IN CONTACT WITH OTHER WOOD CEILINGS AND WALLS: MEMBERS. THE NUMBER OF COATS ABOVE SHALL BE CONSIDERED MINIMUM. APPLY ADDITIONAL COAT IF REQUIRED TO PROVIDE FULL AND EVEN COVERAGE THROUGHOUT. EXTERIOR PAINTING AND STAINING9.5.4 MATERIALS9.5.3 REMOVE ALL OIL, GREASE, BOND BREAKING AGENTS, DUST MILL SCALE AND EFFLORESCENCE. EXPOSED METAL, INCLUDING VENT PIPES, EXHAUST VENTS, HEATING AND AIR CONDITIONING UNITS, TRIM, ETC., SHALL RECEIVE TWO COATS OF PAINT. SHALL MATCH ADJACENT SURFACES. ALL EXPOSED EDGES OF TRIM SHALL BE SAME COLOR AS FACE. GRILLS, ETC., SHALL RECEIVE TWO COATS OF PAINT OVER ONE COAT OF PRIMER. COLOR EXTERIOR WOOD, INCLUDING SIDING, GARAGE DOORS, RAILINGS, FASCIA, EXPOSED BEAMS, ALL EXTERIOR EXPOSED CONCRETE AND MASONRY SHALL RECEIVE TWO COATS OF MASONRY PAINT. PAINT AND STAIN COLORS SHALL BE AS SELECTED BY OWNER/CIENT, AND APPROVED BY ARCHITECT. SURFACES SHALL BE CLEAN AND DRY, AND IN SUITABLE CONDITION FOR FINISH SPECIFIED. PREPARATION OF SURFACES9.5.2 CRACKS, HOLES, AND KNOTS SHALL BE FILLED, SANDED SMOOTH, AND SEALED. WOOD SUR- SANDING DUST SHALL BE COMPLETELY REMOVED. HARDWARE SHALL BE MASKED OR REMOVED PRIOR TO PAINTING OR STAINING FACES, EXCEPT ROUGH-SAWN OR RESAWN WOOD, SHALL BE SANDED PERFECTLY SMOOTH. SUBMIT LIST OF MATERIALS AND MANUFACTURERS FOR OWNER/CLIENT AND ARCHITECTS CONTAINERS. ALL MATERIALS SHALL BE DELIVERED TO THE SITE IN SEALED ORIGINAL MANUFACTURER'S REVIEW. TRIM AND OTHER FINISH WORK SHALL BE BACK PAINTED PRIOR TO INSTALLATION. SEMI-GLOSS PAINT SHALL BE EITHER ROLLER OR BRUSH APPLIED. REFER TO "FINISH SCHED- PAINT FINISHES SHALL BE CUT SHARPLY TO LINE. PROTECT ADJACENT SURFACES. STRUCTION DOCUMENTS. ULE" IN THIS SECTION, FOR SPECIFIC ROOM LOCATIONS, UNLESS NOTED OTHERWISE IN THE CON- PAINTING AND FINISHING WORKMANSHIP 9.5 9.5.1 TIONS. INSTALLATION9.4.2 STANDARDS9.4.1 TILE9.4.1 ALL ADHESIVES SHALL BE AS RECOMMENDED BY THE MANUFACTURER OF THE FLOOR MATERIALS9.3.2 RUNS, SAGS, STROKES, OR SKIPS. EACH COAT SHALL BE UNIFORMLY APPLIED, WELL BRUSHED OUT AND FREE OF BRUSH MARKS, SURFACES SHALL BE PRIMED AS RECOMMENDED BY THE MANUFACTURER. SUBFLOORS SHALL BE CLEAN, FREE OF DUST AND PERFECTLY DRY, LEVEL AND SMOOTH. TURER'S PRINTED INSTALLATION INSTRUCTIONS. INSTALL ALL WORK IN ACCORDANCE WITH THE "RESILIENT TILE INSTITUTE", AND THE MANUFAC- ALL VINYL SHEETHING SHALL BE SELECTED BY OWNER/CLIENT. COVERING. THE "TILE COUNCIL OF AMERICA" - T.C.A.. ALL WORK AND MATERIALS SHALL MEET THE LATEST EDITION PERFORMANCE STANDARD OF REFER TO "FINISH SCHEDULE" IN SECTION 9.5 - "PAINTING AND FINISHING", FOR SPECIFIC FLOORING LOCATIONS, UNLESS NOTED OTHERWISE IN THE CONSTRUCTION DOCUMENTS. TOWARDS FLOOR DRAIN. PROVIDE POSITIVE SLOPE (TO DRAIN) AT TILE SEATS WITHIN SHOWERS AND AT FLOOR "I.E., TUBS AND SHOWERS". APPLICATION OF PAINT, STAIN OR OTHER COATINGS SHALL BE IN STRICT ACCORDANCE WITH THE "PAINTING AND DECORATING CONTRACTORS OF AMERICA" - P.D.C.A., "PAINTINGS SPEC- IFICATIONS MANUAL" AND PER THE MANUFACTURER'S PRINTED INSTRUCTIONS. READY MIXED PAINT SHALL NOT BE THINNED, EXCEPT AS PERMITTED IN THE APPLICATION PRINTED INSTRUC- CIL OF AMERICA" - T.C.A. STANDARDS, AT ALL AREAS SUBJECT TO MOISTURE AND WATER. AS RECOMMENDED BY MANUFACTURER AND "CERAMIC TILE INSTITUTE - C.T.I., AND "TILE COUN- PROVIDE WATERPROOF MEMBRANE BENEATH TILE OVER WATER RESISTANT BACKING BOARD OF AMERICA" STANDARDS. TILE INSTALLED ON FLOOR (CONCRETE SLAB OR WOOD FRAMING), SHALL MEET THE "TILE COUNCIL OF AMERICA" STANDARDS. TILE INSTALLED AT COUNTERS, TUBS, AND SHOWERS SHALL BE "MUD SET" PER "TILE COUNCIL INSTALLATION9.3.1 FINISHES9.2.5 MATERIALS (3-COAT EXTERIOR PLASTER)9.2.3 A CORROSION-RESISTANT METAL BASE SCREED SHALL BE PROVIDED AT THE FOUNDATION, AS DETAILED. OWNER/CLIENT. ALL OUTSIDE CORNERS SHALL BE REINFORCED WITH CORNER BEAD/GUARD, AS SELECTED BY EXTERIOR PLASTER FINISH AND COLOR SHALL BE AS SELECTED BY ARCHITECT. EXTERIOR PLASTER SOFFITS AND RECESSES. A CORROSION-RESISTANT METAL DRIP SCREED SHALL BE PROVIDED AT UNDERSIDE OF ALL PLASTER MANUFACTURER. ALL SOFFITS SHALL RECEIVE A "HIGH-RIB" LATH AS RECOMMENDED BY THE EXTERIOR IBILITY OF THE OWNER/CLIENT BASED ON THE RECOMMENDATIONS OF THE EXTERIOR PLASTER INSTALLATION9.2.2 STANDARDS EXTERIOR LATH AND PLASTER9.2 9.2.1 FINISHES9.1.4 APPLICATION OF THE EXTERIOR WALL WEATHER-RESISTIVE BARRIER SHALL BE THE RESPONS- MANUFACTURING REPRESENTATIVE. PROVIDE A MINIMUM SLOPE OF 1/4" PER FOOT (UNLESS NOTED OTHERWISE), AT ALL SUBSTRATE DOCUMENTS, AND DESCRIBED IN SECTION 7.3.5 - "FLASHING". PROVIDE ELASTOMERIC MEMBRANE MATERIALS AS NOTED/DETAILED IN THE CONSTRUCTION "COLOR COAT", AT EXPOSED SURFACES. ALL EXPOSED CONCRETE AT FOUNDATION SHALL BE FINISHED WITH EXTERIOR PLASTER FACTURER. ARCHITECT SHALL BE NOTIFIED OF LOCATIONS PRIOR TO INSTALLATION. INSTALL EXPANSION/WEEP JOINTS AS RECOMMENDED BY THE EXTERIOR PLASTER MANU- LOCATIONS ON WHICH EXTERIOR PLASTER SHALL BE APPLIED. PROVIDED. ALL WORK SHALL COMPLY WITH THE INSTALLATION STANDARDS OF THE PLASTER PRODUCTS CORNER BEAD AT EXTERNAL CORNERS SHALL BE AS SELECTED BY OWNER/CLIENT. L-SHAPED TRIM AT EXPOSED EDGES (TYPICAL). FOR THE USE SPECIFIED. ALL TAPE AND COMPOUND SHALL BE RECOMMENDED BY THE GYPSUM BOARD MANUFACTURER 2. 1. REFER TO SECTION 9.5 - "PAINTING AND FINISHING". RESILIENT CHANNELS SHALL BE PROVIDED AT FIRE/SOUND RATED FLOOR/CEILING ASSEMBLIES, IN AREAS SUBJECT TO MOISTURE AT FIRE ASSEMBLIES, AS DETAILED. AT EXTERIOR LOCATIONS, EXTERIOR GRADE, FIRE-RATED, GYPSUM SHEATHING SHALL BE USED AS DETAILED. METAL CORNER BEAD, CASING BEAD, AND EDGE TRIM, SHALL BE GALVANIZED AND NAILED. MATERIALS9.1.3 INSTALLATION9.1.2 STANDARDS9.1.1 AT ALL CEILINGS, PROVIDE 5/8" THICK GYPSUM CEILING BOARD WHERE FRAMING SPACING IS MAINTAINED. AT TUB/SHOWER ENCLOSURES SHALL BE INSTALLED IN SUCH A MANNER THAT THERE ARE NO SURFACES OUT OF ALIGNMENT WITH ADJACENT SURFACES AND THE TRUE PLANE OF THE WALLS EXCEEDS 16" O.C. MOISTURE RESISTANT WALLBOARD AND CEILING BOARD SHALL BE USED IN "WET AREAS" AS RECOMMENDED BY THE GYPSUM BOARD MANUFACTURER. ALL GYPSUM WALLBOARD LOCATED TAPED JOINTS AT FIRE/SOUND RATED WALLS AS NOTED/DETAILED AND AT OTHER WALLS AND GYPSUM WALLBOARD AND CEILING BOARD SHALL BE 5/8" THICK, FIRE-RATED TYPE "X" WITH WISE INDICATED IN THE CONSTRUCTION DOCUMENTS. NOTED/DETAILED, WITH FASTENERS SIZED ACCORDINGLY. CEILING WHERE NOTED IN THE CONSTRICTION DOCUMENTS. PROVIDE MULTIPLE LAYERS IF ATION AND FINISHING OF GYPSUM WALLBOARD". ARDS OF THE "GYPSUM ASSOCIATION" - GA, "RECOMMENDED SPECIFICATIONS FOR THE APPLIC- ALL WORK AND MATERIALS SHALL COMPLY WITH THE LATEST EDITION PERFORMANCE STAND- CODE (CURRENT EDITION), CHAPTER 25. ALL WORK SHALL COMPLY WITH THE REQUIREMENTS SET FORTH IN THE CALIFORNIA BUILDING TRUE TO PLANE, SECURELY ATTACHED. METAL TRIM SHALL BE TIGHT TO WALLBOARD AND CEILING BOARD EDGES, PLUMB, LEVEL, AND PROVIDE METAL TRIM AT ALL EXPOSED EDGES AND EXTERNAL CORNERS. TECTION FOR THE INSTALLATION IS PROVIDED. GYPSUM WALLBOARD AND CEILING BOARD SHALL NOT BE INSTALLED UNTIL WEATHER PRO- ALL JOINTS IN FINISHED SURFACES SHALL BE TAPED AND FINISHED WITH JOINT CEMENT. REINFORCE ALL CORNERS. GYPSUM WALLBOARD AND CEILING BOARD SHALL BE 1/2" THICK THROUGHOUT, UNLESS OTHER- CONCEAL EXPOSED NAIL OR SCREW HEADS WITH JOINT COMPOUND. ALL EXPOSED WOOD BEAMS, POSTS, ETC., SHALL BE PROTECTED WITH GYPSUM WALLBOARD, UNLESS OTHERWISE INDICATED IN THE CONSTRUCTION DOCUMENTS. GARAGE DOOR HARDWARE8.5.2 FINISH HARDWARE HARDWARE 8.5.1 8.5 ALL FINISH HARDWARE SHALL BE AS SELECTED BY CLIENT. EACH INDIVIDUAL PRIVATE DWELLING UNIT SHALL BE KEYED SEPARATELY. 8.4.2 THRESHOLDS WHEN AND WHERE REQUIRED. THRESHOLDS SHALL MEET ALL APPLICABLE DISABLED ACCESSIBLE ROUTE REQUIREMENTS OTHERWISE INSTALLED TO PREVENT WATER INTRUSION. THRESHOLDS SHALL BE SET IN CORROSION-RESISTANT SILL PANS, CAULKED AND SEALED OR CONTACT WITH CONCRETE AS REQUIRED TO PREVENT CORROSION. ALL THRESHOLDS SHALL BE ANODIZED ALUMINUM AND SHALL BE SEPARATED FROM DIRECT WEATHER-STRIPPING AND THRESHOLDS WEATHER-STRIPPING 8.4 8.4.1 SPACE, SHALL BE COMPLETELY WEATHER-STRIPPED WITH PENETRATIONS CAULKED AND ALL EXTERIOR DOORS AND WINDOWS SEPARATING CONDITIONED SPACE FROM UNCONDITIONED SEALED, IN AN EFFORT TO PROTECT AGAINST INTRUSION AND TO LIMIT AIR INFILTRATION. 9.3 RESILIENT FLOORING 9.1 GYPSUM WALLBOARD AND CEILING BOARD CALIFORNIA BUILDING CODE (CURRENT EDITION), SECTION 2406.3. ALL GLAZING IN HAZARDOUS AREAS SHALL BE TEMPERED GLASS AND COMPLY WITH THE MATERIALS (1-COAT EXTERIOR PLASTER)9.2.4 FIRE-RATED GLAZING (WHEN REQUIRED) SHALL BE A MINIMUM OF 1/4 INCH THICK WIRE GLASS IN METAL FRAME AND SHALL COMPLY WITH REQUIREMENTS SET FORTH IN THE CALIFORNIA BUILDING CODE (CURRENT EDITION), CHAPTER 7. GLAZING SHALL MEET A MINIMUM 20 MINUTE FIRE-RATING, AND SHALL HAVE AN APPROVED LABEL OR LISTING MARK, INDICATING THE FIRE-PROTECTION RATING, WHICH IS PERMANENTLY AFFIXED AT THE FACTORY WHERE FABRICATION AND ASSEMBLY ARE DONE. ALL FASTENERS SHALL BE AS RECOMMENDED BY THE GYPSUM BOARD MANUFACTURER AND MEET THE REQUIREMENTS SET FORTH IN THE CALIFORNIA BUILDING CODE (CURRENT EDITION) REFER TO CON- STRUCTION DOCUMENTS FOR SPECIAL NAILING REQUIREMENTS AT SHEAR WALLS AND FIRE/ SOUND RATED ASSEMBLIES. THE CONTRACTOR, AT HIS OPTION, MAY USE WALLBOARD SCREWS IN LIEU OF NAILS AS ALLOWED BY THE RATED ASSEMBLY AND LOCAL CODE REQUIREMENTS, AND APPROVED BY THE STRUCTURAL ENGINEER OF RECORDS. ALL WORK AND MATERIALS SHALL COMPLY WITH THE LATEST EDITION PERFORMANCE STANDARDS OF THE "LATHING AND PLASTERING CONTRACTOR'S ASSOCIATION" - L.P.C.A., AS WELL AS THE REQUIREMENTS SET FORTH IN THE CALIFORNIA BUILDING CODE (CURRENT EDITION), CHAPTER 25. ALL GARAGE DOORS SHALL BE ADJUSTED AND COUNTER BALANCED FOR PROPER OPERATION. SPRINGS SHALL BE PERMANENTLY IDENTIFIED AS TO MANUFACTURER AND ALSO TO INDICATED MAXIMUM RECOMMENDED STRETCH. BOTH SPRINGS AND CONTAINMENT DEVICES SHALL BEAR INFORMATION STATING THAT THEY HAVE BEEN MANUFACTURED IN ACCORDANCE WITH REQUIREMENTS OF THE CALIFORNIA DEPARTMENT OF HOUSING AND COMMUNITY DEVELOPMENT. 10.1 INSTALLATION DRAWINGS. ALL WORK SHALL BE SET PLUMB, LEVEL, AND TRUE TO LINE, AND SHALL REPRESENT NUMERALS SHALL BE OF NON-CORROSIVE METAL, WITH DESIGN AS SELECTED BY OWNER/CLIENT ARRESTOR SHALL BE OF NONFLAMMABLE MATERIAL APPROVED BY THE FIRE MARSHALL AS INDICATED IN THE CONSTRUCTION DOCUMENTS, AND EQUIPPED WITH AN APPROVED SPARK FIREPLACE MANUFACTURER, MODEL, AND AN APPROVED E.S.R. EVALUATION REPORT SHALL BE BUILDING AND MECHANICAL CODES. MEET THE APPROVAL OF THE FIREPLACE MANUFACTURER AND THE APPROVED EVALUATION WHICH ARRESTS BURNING CARBON AND SPARKS. DECORATIVE CHIMNEY CAP SHROUD SHALL REPORT. INSTALLATION AND CLEARANCE TO COMBUSTIBLE MATERIALS, SHALL BE PER MANUFACTURER'S REQUIREMENTS. FACTURER'S RECOMMENDED PRINTED INSTALLATION INSTRUCTIONS AND ALL APPLICABLE PREFABFICRATED METAL FIREBOXES SHALL BE INSTALLED IN ACCORDANCE WITH THE MANU- ERIALS WITH ALL SELECTED FIXTURES AND APPLIANCES. A NEAT AND FINISHED APPEARANCE. BACKING PLATES, ANCHORS, BLOCKS, FASTENERS, ETC., SHALL BE PROVIDED AS NECESSARY TO PROPERLY ATTACH ALL SPECIALTY ITEMS. THE GENERAL CONTRACTOR SHALL VERIFY COMPATIBILITY OF ALL ADJACENT FINISH MAT- ALL MISCELLANEOUS SPECIALTY ITEMS SHALL BE INSTALLED IN ACCORDANCE WITH THE MANU- FACTURER'S RECOMMENDED PRINTED INSTALLATION INSTRUCTIONS AND ACCEPTED SHOP AND APPROVED BY ARCHITECT. 10.2 METAL FIREPLACES COLOR TO THE BACKGROUND TO WHICH THEY ARE ATTACHED. HEIGHT OF NUMERALS SHALL BE NO LESS THAN 4-INCHES, AND SHALL BE OF A CONTRASTING MAILBOXES SHALL BE AS SELECTED BY OWNER/CLIENT AND APPROVED BY ARCHITECT. FINISH HARDWARE SHALL BE AS SPECIFIED BY OWNER/CLIENT AND APPROVED BY ARCHITECT. AS VIEWED FROM THE STREET, AND MEET ALL LOCAL CODE REQUIREMENTS. ADDRESS NUMBER SHALL BE ILLUMINATED IN A PROMINENT LOCATION, VISIBLE AND LEGIBLE 10.3 ADDRESS NUMBERS 10.4 MAILBOXES 10.5 FINISH HARDWARE MANUFACTURED DECORATIVE GAS "FIREPLACE" APPLIANCES SHALL MEET ALL APPLICABLE REQUIREMENTS FOR GAS APPLIANCES AS REQUIRED BY THE CALIFORNIA MECHANICAL CODE (CURRENT EDITION). APPLIANCE MANUFACTURER AND MODEL SHALL BE AS INDICATED IN THE CONSTRUCTION DOC- UMENTS AND SHALL BE U.L. APPROVED. CLEARANCE TO COMBUSTIBLE MATERIALS, INSTAL- LATION AND VENT/FLUE TERMINATION SHALL BE PER MANUFACTURER'S REQUIREMENTS. GAS "FIREPLACE" APPLIANCE SHALL BE EQUIPPED WITH AN ELECTRICAL IGNITION, WALL-MOUNTED SWITCH (36" A.F.F.), WITH LOCATION AS INDICATED IN THE CONSTRUCTION DOCUMENTS. STANDARD 24-2, PART II. ALL WOOD TRIM, INCLUDING BUT NOT LIMITED TO, FASCIA'S CORBELS, TRELLIS MEMBERS, OPEN DECKS, AND OTHER FINISH WORK, ETC., SHALL BE PRE-PRIMED ON ALL SURFACES, INCLUDING NON-EXPOSED, PRIOR TO INSTALLATION. FULLY SEAL AND PRIME ALL CUT ENDS OF WOOD MEMBERS IN CONTACT WITH OTHER WOOD MEMBERS. 3-COAT STUCCO APPLIED OVER PLYWOOD SHEATHING TO HAVE (2) LAYERS OF (TYPE 1, STYLE 2, GRADE "D", 60 MIN.) WEATHER RESISTIVE BARRIER. - CALIFORNIA BUILDING CODE (CURRENT EDITION), SECTION 2510.6. ALL WALLS SHALL RECEIVE A MINIMUM 7/8" THICK, THREE COAT APPLICATION WITH INTEGRAL COLOR COAT (PAINT AT ACCENT AREAS ONLY) OVER 1 1/4" CORROSION-RESISTANT METAL WIRE MESH OVER (1) LAYER OF (TYPE I, STYLE 2, GRADE "D", 60 MIN.) WEATHER RESISTIVE BARRIER AT WALLS (1) LAYER OF ELASTOMERIC MEMBRANE AT ALL SURFACES OTHER THAN VERTICAL. APPLICATIONS SHALL CONFORM TO THE MINIMUM REQUIREMENTS OF CHAPTER 25 OF THE CURRENT EDITION OF THE C.B.C. OWNER/CLIENT. AT GABLE END CONDITIONS AS WELL AS ANY CHASES, PROVIDE A MINIMUM OF 1 1/2 INCHES MINERAL FIBER INSULATION, 1/4 INCH THICK PLYWOOD, HARDBOARD, GYPSUM BOARD OR APPROVED THERMAL BARRIER TO COMPLETELY COVER THE FOAM INSULATION FROM THE INTERIOR OF THE GABLE-ENDS AND CHASES. A CORROSION-RESISTANT METAL BASE SCREED SHALL BE PROVIDED AT THE FOUNDATION, AS ALL OUTSIDE CORNERS SHALL BE REINFORCED WITH CORNER BEAD/GUARD, AS SELECTED BY DETAILED. ONE-COAT EXTERIOR PLASTER (STUCCO) SYSTEM. COLOR COAT OVER ONE INCH THICK POLYSTYRENE OVER (WEATHER RESISTIVE BARRIER, TYPE 1, TYLE 2, GRADE D-60) PER CALIFORNIA BUILDING CODE (CURRENT EDITION). ALSO REFER TO MINIMUM INSTALLATION REQUIREMENTS AS PER MANUFACTURER. G E N E R A L C O N S T R U C T I O N R E Q U I R E M E N T S DIVISION 15 - 32 2 N . H A R B O R B L V D . SA N T A A N A , C A 9 2 7 0 3 SHEET NUMBER 2 0 2 4 0 1 0 SHEET TITLE PROJECT NUMBER REVISIONS NO.DATE NO.DATE HANNOUCHE ARCHITECTS EXPRESSLY RESERVES ITS COMMON LAW COPYRIGHT AND OTHER PROPERTY RIGHTS INHERENT IN THESE PLANS. ALL DRAWINGS, ELECTRONIC FILES, FIELD NOTES AND ASSOCIATED DOCUMENTS ARE INSTRUMENTS OF SERVICE AND ARE THE PROPERTY OF HANNOUCHE ARCHITECTS. ALL INFORMATION CONTAINED IN THESE DRAWINGS, ELECTRONIC FILES, FIELD NOTES AND ASSOCIATED DOCUMENTS IS PROJECT SPECIFIC AND SHALL NOT BE REPRODUCED, DISCLOSED, CHANGED, COPIED, OR USED OTHERWISE IN ANY FORM OR MANNER WHATSOEVER, WITHOUT FIRST OBTAINING THE EXPRESSED WRITTEN PERMISSION AND CONSENT OF HANNOUCHE ARCHITECTS. HANNOUCHE ARCHITECT c 2021 HANNOUCHE ARCHITECTS 949.261.2070 SAMIR HANNOUCHE, ARCHITECT 20250 SW ACACIA ST. #145 NEWPORT BEACH, CA 92660 May 9, 2025 1 CORR 12/10/24 BLDG A CORR 3/18/25 OCFA 2 CORR 4/09/25 BLDG DATE SIGNED2 3 CORR 5/09/25 BLDG SPECIALTIESDIVISION 10 - MECHANICALDIVISION 15 - (C O N T I N U E D) MECHANICAL (CONTINUED)(CONTINUED)(CONTINUED) GCR-4 GENERAL CONSTRUCTION REQUIREMENTS EQUIPMENTDIVISION 11 - SPECIAL EQUIPMENT11.1 CALIFORNIA MECHANICAL CODE (CURRENT EDITION), AND THE FOLLOWING: ATTIC FORCED-AIR-UNITS (F.A.U.) SHALL COMPLY WITH REQUIREMENTS SET FORTH IN THE 5. 4. ALL EQUIPMENT CLOSETS SHALL BE SIZED TO PROVIDE 6" (MIN.) CLEARANCE FROM THE EQUIP- MENT UNIT AT THE FRONT, REAR AND SIDES, OR PER APPLICABLE CODES. VERTICAL FAN COIL UNIT CLEARANCES SHALL BE PER APPLICABLE CODES. 3. 2. ALL FUEL BURNING EQUIPMENT LOCATED IN GARAGES AND SUBJECT TO MECHANICAL DAM- CONSTRUCTION DOCUMENTS, AND AS REQUIRED BY THE CALIFORNIA MECHANICAL CODE. MECHANICAL CODE (CURRENT EDITION). BE PROVIDED FOR EQUIPMENT AS PER MANUFACTURER'S REQUIREMENTS AND THE CALIFORNIA FLUES, HIGH AND LOW COMBUSTION AIR VENTING, AND FRESH AIR DUCTING AND GRILLS, SHALL ALL PENETRATIONS OF FIRE ASSEMBLIES SHALL MEET THE REQUIREMENTS OF THE CALIFORNIA BUILDING CODE (CURRENT EDITION). ALL DUCTWORK SHALL BE CONSTRUCTED, INSTALLED, AND INSULATED PER REQUIREMENTS SET FORTH IN THE CALIFORNIA MECHANICAL CODE (CURRENT EDITION). ELEMENTS, WITHOUT PRIOR WRITTEN APPROVAL FROM THE STRUCTURAL ENGINEER OF RECORD. SHALL BE MADE WHICH WOULD COMPROMISE THE DESIGNED STRUCTURAL INTEGRITY OF SUCH NO ALTERATIONS TO THE STRUCTURE FRAME, DIAPHRAGMS, CONNECTIONS OR SHEAR PANELS, JURISDICTION INCLUDING ALL COUNTY AND STATE ORDINANCES. NOTHING IN THE CONSTRUC- COMPLY WITH ALL REQUIREMENTS OF ALL LEGALLY CONSTITUTED PUBLIC AUTHORITIES HAVING OF HEATING, REFRIGERATION, AND AIR CONDITIONING ENGINEERS STANDARDS, AND SHALL ALL WORK AND MATERIALS SHALL BE IN FULL ACCORDANCE WITH LATEST AMERICAN SOCIETY WORK NOT CONFORMING TO ALL APPLICABLE CODES, RULES, REGULATIONS, OR AMENDMENTS. TION DOCUMENTS, INCLUDING THESE GENERAL NOTES, SHALL BE CONSTRUED TO ALLOW ANY NOT A PART OF THESE GENERAL NOTES. ALL CLEARANCE AND FIT REQUIREMENTS SHALL BE VERIFIED BY TAKING FIELD MEASURE- MENTS. PROPER FIT AND ATTACHMENTS OF ALL PARTS IS REQUIRED. DIVISION 12 - FURNISHINGS UNITS (HORIZONTAL OR VERTICAL). ROOF/ATTIC FRAMING, INCLUDING PREFABRICATED TRUSSES, SHALL BE DESIGNED IN SUCH A MECHANICAL CODE (CURRENT EDITION). WATER-RESISTIVE MEMBRANE AT EXTERIOR WALLS. ELASTOMERIC MEMBRANE MATERIALS SHALL BE PROVIDED AT ALL PENETRATIONS OF THE FORCED-AIR-UNITS SHALL BE INSTALLED IN ATTIC OR ON 16" HIGH PLATFORM AT "CONDI- TIONED SPACE" AREA OR ON 18" HIGH PLATFORM AT GARAGE, AS REQUIRED BY THE CALIFORNIA DIVISION 13 - 13.1 BUILDING SECURITY SPECIAL CONSTRUCTION DIVISION 14 - CONVEYING SYSTEMS NOT A PART OF THESE GENERAL NOTES. 15.1 HEATING AND AIR CONDITIONING 15.1.1 STANDARDS 15.1.2 INSTALLATION MANNER AS TO PROVIDE ALL REQUIRED CLEARANCES FOR ATTIC-MOUNTED FORCED-AIR- 1.PROVIDE REQUIRED CLEARANCES FOR DUCT WORK AND TO COMBUSTIBLE MATERIALS. DOOR AND PASSAGEWAY, CONTINUOUS TO THE F.A.U. AND IT'S CONTROLS. A 22" X 30" PROVIDE MINIMUM 30" X 30" ATTIC ACCESS OPENING WITH FULLY WEATHER-STRIPPED LARGEST PIECE OF F.A.U. EQUIPMENT CAN BE REMOVED THROUGH THE OPENING. ACCESS OPENING WITH FULLY WEATHER-STRIPPED DOOR MAY BE USED PROVIDED THE PROVIDE AN UNOBSTRUCTED CONTINUOUS SOLID FLOOR PASSAGEWAY NOT LESS THAN 24" WIDE, NOT TO EXCEED 20' FROM THE ATTIC ACCESS OPENING TO THE F.A.U.. PROVIDE A LEVEL WORKING PLATFORM 30" DEEP IN FRONT OF THE ENTIRE FIREBOX SIDE OF THE F.A.U., AND TO ALL SERVICEABLE CONTROLS, FILTERS, ETC. PROVIDE A PERMANENT ELECTRICAL OUTLET AND SWITCHED LIGHT FIXTURE. AGE FROM THE NORMAL VEHICULAR PATH, SHALL BE PROTECTED AS INDICATED IN THE CONFIRM CONFORMANCE WITH THE VISUAL DESIGN CONCEPT, PRIOR TO COMMENCING WORK. A SET OF DRAWINGS SHALL BE SUBMITTED TO THE ARCHITECT FOR REVIEW IN AN EFFORT TO ALL CALCULATIONS AND DRAWINGS SHALL BE PREPARED BY A MECHANICAL ENGINEER OR "MATCHED" TO THE ADJACENT SURFACES. DEPARTMENT FOR APPROVAL. A SET OF DRAWINGS SHALL ALSO BE SUBMITTED TO THE FIRE SPRINKLER DRAWINGS SHALL BE SUBMITTED TO THE BUILDING DEPARTMENT AND FIRE ARCHITECT FOR REVIEW IN AN EFFORT TO CONFIRM CONFORMANCE WITH THE VISUAL DESIGN CONCEPT, PRIOR TO COMMENCING WORK. ALL SPRINKLER HEADS SHALL BE CONCEALED TYPE WITH THE HEAD AND COVER PLATE FINISH REQUIRED BY THE CITY/COUNTY FIRE MARSHALL AND/OR GOVERNING AGENCIES. ANY CHANGES REQUIRED TO ACCOMMODATE INSTALLATION OF THE WORK, SHALL ALSO BE SUBMITTED TO THE ARCHITECT FOR APPROVAL. THE FIRE SPRINKLER SYSTEM DESIGN AND INSTALLATION SHALL MEET ALL REQUIREMENTS AS ALL EQUIPMENT SHALL COMPLY WITH STATE ENERGY REQUIREMENTS FOR EFFICIENCY. ALL DUCTWORK "R" VALUE SHALL ALSO COMPLY WITH STATE ENERGY REQUIREMENTS. 15.1.3 MATERIALS 15.1.4 CALCULATIONS AND DRAWINGS AS REQUIRED BY THE LOCAL GOVERNING AGENCY. 15.2.1 15.2 STANDARDS FIRE SPRINKLERS (IF REQUIRED) NOTES, SHALL BE CONSTRUED TO ALLOW ANT WORK NOT CONFORMING TO ALL APPLICABLE CODES, RULES, REGULATIONS, OR AMENDMENTS. ALL WORK AND MATERIALS SHALL BE IN FULL ACCORDANCE WITH ALL REQUIREMENTS OF ALL LEGALLY CONSTITUTED PUBLIC AUTHORITIES HAVING JURISDICTION INCLUDING ALL COUNTY AND STATE ORDINANCES. NOTHING IN THE CONSTRUCTION DOCUMENTS, INCLUDING THESE GENERAL DATE LINES WITHIN FRONT PORCH ENTRY WALK. CLEANOUTS IN LEAST VISIBLE AREAS. DO NOT LOCATE SOIL LINE CLEANOUTS OR CONSOLI- PROVIDE COLD WATER LINE TO REFRIGERATOR SPACE IN RECESSED BOX OR IN CABINET IMMEDIATELY ADJACENT TO REFRIGERATOR SPACE. ALL SOIL, WASTE, AND VENTING PIPING SHALL BE APPROVED ABS PER LOCAL CODE UNLESS DOMESTIC WATER PIPING SYSTEM SHALL BE DESIGNED AND INSTALLED WITH ALL WATER SUPPLY LINES BEING COPPER (TYPE L BELOW SLAB, AND TYPE M ABOVE SLAB.) NO PIPE FITTINGS SHALL OCCUR BELOW SLAB. HIGH STABLE PLATFORM. BUILDING. WHEN LOCATED IN GARAGE, WATER HEATER SHALL BE INSTALLED ON A MINIMUM 18" VERTICAL DIMENSIONS. WATER HEATER SHALL ALSO BE PROVIDED WITH A PRESSURE/ TEMPERATURE RELIEF VALVE AND PAN AND DRAIN LINE PIPED TO THE EXTERIOR OF THE WATER HEATING SYSTEM (WATER HEATER) SHALL BE PROVIDED WITH SEISMIC RESTRAINTS. STRAPPING SHALL BE AT POINTS WITHIN THE UPPER ONE-THIRD AND LOWER ONE-THIRD OF IT'S DOMESTIC GAS PIPING SYSTEM SHALL BE DESIGNED AND INSTALLED TO PROVIDE SERVICE TO GAS-FIRED EQUIPMENT, INCLUDING WATER HEATER. FIREPLACES, FORCED AIR UNITS, KITCHEN APPLIANCES, POOL EQUIPMENT, ETC. 15.2.2 DRAWINGS 15.3 15.3.1 PLUMBING STANDARDS 15.3.2 INSTALLATION BUILDING CODE (CURRENT EDITION). ALL PENETRATIONS OF FIRE ASSEMBLIES SHALL MEET THE REQUIREMENTS OF THE CALIFORNIA TION DOCUMENTS, AND AS REQUIRED BY THE CALIFORNIA MECHANICAL CODE (CURRENT EDITION). FROM THE NORMAL VEHICULAR PATH, SHALL BE PROTECTED AS INDICATED IN THE CONSTRUC- ALL FUEL BURNING EQUIPMENT LOCATED IN PARKING AREAS AND SUBJECT TO MECHANICAL DAMAGE ELASTOMERIC MEMBRANE MATERIALS SHALL BE PROVIDED AT ALL PENETRATIONS OF THE WATER-RESISTIVE MEMBRANE AT EXTERIOR WALLS. OTHERWISE. ALL PIPING SHALL BE SIZED AS REQUIRED BY SUBJECT GOVERNING AGENCY. PROVIDE CLEAN OUTS AT ENDS OF ALL LINES AND WHERE REQUIRED BY CODES. LOCATE WINDOWS. ALL VENTS SHALL LEAD TO OUTSIDE AIR, AND WHERE POSSIBLE, LOCATE ALL ROOF VENTS COMBUSTION AIR SHALL BE PROVIDED WITH REQUIRED VENTILATION AREA OF 2 SQUARE INCHES PER 1000/BTU, WITH 200 SQUARE INCHES, MINIMUM (VERIFY WITH LOCAL GOVERNING AGENCY.). COMBUSTION AIR OPENINGS SHALL BE COVERED WITH 1/4" NON-CORROSIVE MESH SCREEN. USING SAME CRITERIA AS UNDER FLOOR AREAS. DIMENSION. ENCLOSED JOIST BAYS OF DECKS EXPOSED TO EXTERIOR SHALL BE VENTED SHALL BE COVERED WITH CORROSION RESISTANT WIRE MESH WITH MESH OPENINGS OF 1/4" PROVIDE CROSS VENTILATION. THE REQUIRED AREA OF SUCH OPENINGS SHALL BE APPROX- IMATELY EQUALLY DISTRIBUTED ALONG THE LENGTH OF AT LEAST TWO OPPOSITE SIDES. THEY ENCLOSED UNDER-FLOOR AREAS SHALL BE VENTILATED BY AN APPROVED MECHANICAL MEANS OR BY OPENINGS IN EXTERIOR FOUNDATION WALLS. SUCH OPENINGS SHALL HAVE A NET AREA OF NOT LESS THAN 1 SQUARE FOOT FOR EACH 150 SQUARE FEET OF UNDER-FLOOR AREA. OPENINGS SHALL BE LOCATED AS CLOSE TO CORNERS AS PRACTICAL AND SHALL ALL UTILITY METER REQUIREMENTS SHALL BE VERIFIED WITH GOVERNING UTILITY COMPANY. MENT, IN AN EFFORT TO MEET ALL APPLICABLE CODE REQUIREMENTS. PROVIDE FOR ALL ENERGY REQUIREMENTS AS THEY PERTAIN TO ALL MATERIAL AND EQUIP- NO ALTERATIONS TO THE STRUCTURAL FRAME, DIAPHRAGMS, CONNECTIONS OR SHEAR PANELS, SHALL BE MADE WHICH WOULD COMPROMISE THE DESIGNED STRUCTURAL INTEGRITY OF SUCH ELEMENTS, WITHOUT PRIOR WRITTEN APPROVAL FROM THE STRUCTURAL ENGINEER OF RECORD. PROVIDE RECESSED FAUCET BOX AT CLOTHES WASHER. PROVIDE PAN AND DRAIN LINE TO PROVIDE SOLID BACKING FOR SECURING ALL FIXTURES. ALL FIXTURES SHALL BE SET LEVEL. AIR UNIT LOCATIONS. PROVIDE CONDENSATE LINE AT EACH FORCED AIR UNIT LOCATION. PROVIDE PRIMARY AND SECONDARY CONDENSATE LINE TO AN APPROVED DRAINAGE RECEPTACLE AT ATTIC FORCED ANTI-SIPHON HOSE BIBBS SHALL BE INSTALLED IN ACCORDANCE WITH THE LATEST APPLIC- ABLE CODES AND REGULATIONS. PROVIDE 3/4" TEE FOR IRRIGATION AT MAIN SHUT-OFF. SUBMITTED TO THE ARCHITECT FOR APPROVAL. ANY CHANGES REQUIRED TO ACCOMMODATE INSTALLATION OF THE WORK, SHALL ALSO BE CONFIRM CONFORMANCE WITH THE VISUAL DESIGN CONCEPT, PRIOR TO COMMENCING WORK. A SET OF DRAWINGS SHALL BE SUBMITTED TO THE ARCHITECT FOR REVIEW IN AN EFFORT TO THE LOCAL GOVERNING AGENCY. ALL CALCULATIONS AND DRAWINGS SHALL BE PREPARED AND SUBMITTED AS REQUIRED BY OUTSIDE AT WOOD FLOOR INSTALLATIONS. 15.3.3 VENTILATION THE REAR SIDE OF ROOF RIDGES. ALL VENTS SHALL TERMINATE A MINIMUM OF 3'-0" FROM 15.3.4 CALCULATIONS AND DRAWINGS WATER CLOSET SHALL BE 1.6 GAL. PER FLUSH. MANUFACTURER AND MODEL SHALL BE AS SELECTED BY OWNER/CLIENT. ENCLOSURES SHALL BE A MINIMUM OF 60" HIGH ABOVE THE DRAIN. WALLS SHALL BE A MINIMUM CLIENT. SIZE AS INDICATED IN CONSTRUCTION DOCUMENTS. TEMPERED. SHATTERPROOF GLASS TUB/SHOWER COMBINATION MANUFACTURER AND MODEL SHALL BE AS SELECTED BY OWNER/ INFORMATION. BATHTUB MANUFACTURER AND MODEL SHALL BE AS SELECTED BY OWNER/CLIENT. SIZE AS INDICATED IN CONSTRUCTION DOCUMENTS. OF 60" HIGH ABOVE THE DRAIN. REFER TO CONSTRUCTION DOCUMENTS FOR ADDITIONAL HEIGHT INFORMATION. CABINETS SHALL HAVE MIRRORED DOOR, RECESS MOUNTED, WITH TOP AT 72" A.F.F.+/-. MEDICINE CABINETS MANUFACTURER AND MODEL SHALL BE AS SELECTED BY OWNER/CLIENT. SHOWER ENCLOSURE MANUFACTURER AND MODEL SHALL BE AS SELECT BY OWNER/CLIENT. SIZE AS INDICATED IN CONSTRUCTION DOCUMENTS WITH TEMPERED, SHATTERPROOF GLASS ENCLOSURE AT A HEIGHT OF 60" MINIMUM ABOVE THE DRAIN. WALLS SHALL BE A MINIMUM OF 60" HIGH ABOVE THE DRAIN. REFER TO CONSTRUCTION DOCUMENTS FOR ADDITIONAL HEIGHT OF BACKSPLASH, WITH A MINIMUM OF TWO CLIPS AT THE TOP. MIRRORS SHALL BE AS SHOWN ON INTERIOR ELEVATION SHEETS, AND SET IN "J" METAL AT TOP INDICATED IN CONSTRUCTION DOCUMENTS. ALL EQUIPMENT SHALL BE INSTALLED IN ACCORDANCE WITH THE MANU- FACTURER'S PRINTED INSTALLATION INSTRUCTIONS. WORK SHALL BE SET PLUMB, LEVEL AND FIXTURES AND APPLIANCES SHALL BE AS SELECTED BY OWNER/CLIENT. SIZE AS 10.6 BATHROOM AND PLUMBING ACCESSORIES IT INTO THE PORTIONS OF THE WORK. BACKING PLATES, BLOCKS, ANCHORS, AND FASTENERS SET IN IT'S PROPER PLACE, FASTENING IT, BUILDING IT IN, CONNECTING IT, OR INCORPORATING TRUE TO LINE, AND SHALL PRESENT A NEAT AND FINISHED APPEARANCE. EACH ITEM SHALL BE 10.7 FIXTURES AND APPLIANCES SHALL BE PROVIDED AS REQUIRED FOR INSTALLING AND ANCHORING THE SPECIFIC EQUIPMENT ITEMS. DRAWINGS AND AS NECESSARY. DRAINS SHALL BE AS SIZED AS REQUIRED. PROVIDE OVERFLOWS AS INDICATED ON ABOVE-COUNTER OUTLETS (AT 32" HIGH COUNTERTOPS) SHALL BE SET AT 42" A.F.F.. INSTALLATION HEIGHTS (UNLESS NOTED OTHERWISE)16.3 SHALL BE MADE WHICH WOULD COMPROMISE THE DESIGNED STRUCTURAL INTEGRITY OF SUCH PUSH BUTTONS SHALL BE SET AT + 42" A.F.F.. STAIRWAY STEP LIGHTS SHALL BE SET AT +8" ABOVE THE SKIRT BOARD. THERMOSTATS SHALL BE SET AT + 60" A.F.F.. WALL OUTLETS AT LAUNDRY ROOM SHALL BE SET AT +48" A.F.F.. ALL SMOKE DETECTORS SHALL BE LOCATED PER C.B.C. SECTION 907.2.11.2 SHALL BE SET AT + 46" A.F.F.. DOOR CHIMES SHALL BE SET AT + 88" A.F.F.. ELEMENTS, WITHOUT PRIOR WRITTEN APPROVAL FROM THE STRUCTURAL ENGINEER OF RECORD. NO ALTERATIONS TO THE STRUCTURAL FRAME, DIAPHRAGMS, CONNECTIONS OR SHEAR PANELS, TYPICAL WALL SWITCHES SHALL BE SET AT + 42" A.F.F.. ABOVE-COUNTER OUTLETS (AT 36" HIGH COUNTERTOPS) SHALL BE SET AT 46" A.F.F.. ABOVE-COUNTER OUTLETS AT BREAKFRONT LINEN OR OTHER MISCELLANEOUS COUNTERS TYPICAL WALL OUTLETS SHALL BE SET AT + 14" A.F.F.. MEET ALL APPLICABLE DISABLED/ACCESSIBILITY REQUIREMENTS. ALL HEIGHTS ARE GIVEN TO THE CENTERLINE OF THE FIXTURE OR OUTLET. HEIGHTS SHALL INSTALLATION16.2 SHALL BE CONSTRUED TO ALLOW ANY WORK NOT CONFORMING TO ALL APPLICABLE CODES, PROOF. MENTS DICTATE THAT THE ADDRESS NUMBER ITSELF, BE ILLUMINATED. PROVIDE LOW VOLTAGE STUB-OUT FOR HOUSE ADDRESS NUMBERS, IF LOCAL CODE REQUIRE- THE COMPLETE ELECTRICAL SYSTEM SHALL BE GROUNDED IN ACCORDANCE WITH THE PRES- ENTLY ADOPTED EDITION OF THE CALIFORNIA ELECTRICAL CODE (CURRENT EDITION). ALL "SWITCHED" OUTLETS SHALL BE 1/2 HOT. PROVIDE SEPARATE CIRCUITS EACH FOR DISHWASHER, GARBAGE DISPOSAL, REFRIGERATOR, WASHER, DRYER, FORCED AIR UNIT, AND MICROWAVE OVEN. ALL EQUIPMENT INSTALLED OUTDOORS AND EXPOSED TO THE WEATHER, SHALL BE WEATHER- WATER-RESISTIVE MEMBRANE AT EXTERIOR WALLS. ELASTOMERIC MEMBRANE MATERIALS SHALL BE PROVIDED AT ALL PENETRATIONS OF THE UATION BY THE SERVICING UTILITY COMPANY. TRACTOR FROM EACH BUILDING MAIN DISCONNECT TO THE EXTERIOR BUILDING LINE FOR CON- RULES, REGULATIONS, OR AMENDMENTS. ALL MATERIAL AND EQUIPMENT SHALL BE NEW AND OF THE SAME MANUFACTURER FOR EACH CLASS OR GROUP OF EQUIPMENT. MATERIALS SHALL BE LISTED AND APPROVED BY UNDER- WRITER'S LABORATORIES, INC. (U.L.) AND SHALL BEAR THE INSPECTION LABEL WHERE SUBJECT TO SUCH APPROVAL. AS DESIGNATED BY THE SERVICE UTILITY, AND SHALL BE PROVIDED BY THE ELECTRICAL CON- TIONS TO THE "LINE SIDE" OF ALL BUILDING MAIN DISCONNECTS. RACEWAYS SHALL BE SIZED ARY SERVICE RACEWAYS AND CONDUCTORS, INCLUDING TRANSFORMERS, PADS, AND CONNEC- THE SERVICING UTILITY COMPANY SHALL PROVIDE AND INSTALL ALL PRIMARY AND SECOND- JUNCTION BOXES, TEMPORARY POWER, SUB-PANELS, CONDUIT, ETC.. ALL WORK, MATERIALS, HAVING JURISDICTION, INCLUDING ALL COUNTY AND STATE ORDINANCES. ALL MATERIAL, ETC., SHALL COMPLY WITH ALL REQUIREMENTS OF ALL LEGALLY CONSTITUTED AUTHORITIES INSTALLATION REQUIREMENTS AND LIMITATIONS, SHALL BE VERIFIED AT ALL FIRE AND SOUND ASSEMBLIES. NOTHING IN THE CONSTRUCTION DOCUMENTS, INCLUDING THESE GENERAL NOTES, ELECTRICAL STANDARDS16.1 DIVISION 16 - FIXTURES, APPLIANCES, WIRING, SWITCHES, OUTLETS, TELEVISION JACKS, SERVICES, GROUNDS, ACCORDING TO THE BEST PRACTICES OF THE TRADE AND INCLUDING, BUT NOT LIMITED TO: INSTALLATION OF COMPLETE ELECTRICAL SYSTEM SHALL ALLOW PROPER OPERATION FOLLOWED FOR ALL MATERIALS PLACED WITHIN OR IN PROXIMITY OF SOIL AS NECESSARY. ALL ELECTRICAL SERVICES SHALL BE PLACED UNDERGROUND. IN REGARDS TO THE CORRO- SIVE PROPERTIES OF SOIL, ALL RECOMMENDATIONS IN THE FINAL SOILS REPORT SHALL BE LIGHT FIXTURES SHALL BE SET AT +84" A.F.F. WHERE DOORS ARE 8'-0" HIGH, AND +78" A.F.F. WHERE DOORS ARE 6'-8" HIGH. TYPICAL WALL OUTLETS IN GARAGES SHALL BE SET AT + 42" A.F.F. (U.N.O.). PROVIDE APPROVED AUTOMATIC FIRE DAMPERS OR MINIMUM 26 GAUGE CORROSION RESIS- TANT METAL MATERIAL WITH SEATED EDGES AT ALL DUCTWORK PENETRATING FIRE RATED WALLS, FLOORS OR CEILINGS AS REQUIRED AND ALLOWED BY THE CALIFORNIA MECHANICAL CODE (CURRENT EDITION). ALL FAN SYSTEMS EXHAUSTING AIR FROM THE BUILDING ENVELOPE TO THE OUTSIDE, SHALL BE PROVIDED WITH BACK DRAFT DAMPERS. (CURRENT EDITION). ALL SECURITY OPENINGS (EXTERIOR DOORS, DOORS BETWEEN HOUSE AND GARAGE, WINDOWS, GARAGE DOORS, AND THEIR HARDWARE SHALL CONFORM TO THE SECURITY PROVISIONS OF THE CALIFORNIA BUILDING CODE (CURRENT EDITION), AND ALL APPLICABLE STATE AND AND LOCAL SECURITY ORDINANCES. ALL FIXTURES, OUTLETS, RECEPTACLES, ETC., PENETRATING FIRE ASSEMBLIES SHALL BE RATED AND INSTALLED TO MEET THE REQUIREMENTS OF THE CALIFORNIA BUILDING CODE (CURRENT EDITION). OUTLET BOXES ON OPPOSITE SIDES OF FIRE ASSEMBLIES WALLS SHALL BE SEPARATED BY A HORIZONTAL DISTANCE OF AT LEAST 24".MECHANICALDIVISION 15 - G E N E R A L C O N S T R U C T I O N R E Q U I R E M E N T S 32 2 N . H A R B O R B L V D . SA N T A A N A , C A 9 2 7 0 3 SHEET NUMBER 2 0 2 4 0 1 0 SHEET TITLE PROJECT NUMBER REVISIONS NO.DATE NO.DATE HANNOUCHE ARCHITECTS EXPRESSLY RESERVES ITS COMMON LAW COPYRIGHT AND OTHER PROPERTY RIGHTS INHERENT IN THESE PLANS. ALL DRAWINGS, ELECTRONIC FILES, FIELD NOTES AND ASSOCIATED DOCUMENTS ARE INSTRUMENTS OF SERVICE AND ARE THE PROPERTY OF HANNOUCHE ARCHITECTS. ALL INFORMATION CONTAINED IN THESE DRAWINGS, ELECTRONIC FILES, FIELD NOTES AND ASSOCIATED DOCUMENTS IS PROJECT SPECIFIC AND SHALL NOT BE REPRODUCED, DISCLOSED, CHANGED, COPIED, OR USED OTHERWISE IN ANY FORM OR MANNER WHATSOEVER, WITHOUT FIRST OBTAINING THE EXPRESSED WRITTEN PERMISSION AND CONSENT OF HANNOUCHE ARCHITECTS. HANNOUCHE ARCHITECT c 2021 HANNOUCHE ARCHITECTS 949.261.2070 SAMIR HANNOUCHE, ARCHITECT 20250 SW ACACIA ST. #145 NEWPORT BEACH, CA 92660 May 9, 2025 1 CORR 12/10/24 BLDG A CORR 3/18/25 OCFA 2 CORR 4/09/25 BLDG DATE SIGNED2 3 CORR 5/09/25 BLDG DIVISION 16 - ELECTRICAL (CONTINUED) GCR-5 GENERAL CONSTRUCTION REQUIREMENTS CALCULATIONS AND DRAWINGS16.6 FIRE WARNING SYSTEM16.5 ARCHITECT PRIOR TO INSTALLATION. ALL EXTERIOR FIXTURES SHALL BE AS SELECTED BY OWNER/CLIENT, AND APPROVED BY SHALL SOUND AN ALARM AUDIBLE IN ALL SLEEPING AREAS OF THE DWELLING UNIT IN SWITCH OTHER THAN THOSE REQUIRED FOR OVER-CURRENT PROTECTION. DETECTORS BATTERIES ARE LOW. WIRING SHALL BE PERMANENT AND WITHOUT A DISCONNECTING BUILDING WIRING WHEN SUCH WIRING IS SERVED FROM A COMMERCIAL SOURCE AND SHALL ALL REQUIRED SMOKE DETECTORS SHALL RECEIVE THEIR PRIMARY POWER FROM THE BE EQUIPPED WITH A BATTERY BACKUP. THE DETECTOR SHALL EMIT A SIGNAL WHEN THE WHICH THEY ARE LOCATED. ALL CALCULATIONS AND DRAWINGS SHALL BE PREPARED BY THE ELECTRICAL CON- TRACTOR OR AS REQUIRED BY THE LOCAL GOVERNING AGENCY. A SET OF DRAWINGS SHALL BE SUBMITTED TO THE ARCHITECT FOR REVIEW IN AN EFFORT TO CONFIRM CONFORMANCE WITH THE VISUAL DESIGN CONCEPT, PRIOR TO COMMENCING WORK. ANY CHANGES REQUIRED TO ACCOMMODATE INSTALLATION OF THE WORK, SHALL ALSO BE SUBMITTED TO THE ARCHITECT FOR APPROVAL. MATERIALS16.4 OWNER/CLIENT. COLORS AND DESIGN OF ALL SWITCH PLATES, COVERS, ETC., SHALL BE AS SELECTED BY ALL INTERIOR FIXTURE DESIGNS SHALL BE AS SELECTED BY OWNER/CLIENT. FLOOR INSULATION, SHALL BE I.C. TYPE ZERO CLEARANCE WITH INSULATION COVER. PANEL BOXES SHALL BE CIRCUIT BREAKER TYPE, RECESSED FLUSH-MOUNTED GALVANIZED AND ALL RECESSED INCANDESCENT LIGHT FIXTURES LOCATED IN PROXIMITY OF ATTIC, CEILING OR ELECTRICAL CODE (CURRENT EDITION). ALL CONDUIT, CABLE, AND WIRE SHALL BE PER PRESENTLY ADOPTED EDITION OF THE CALIFORNIA PRIME COATED WITH LATCH. PROVIDE TYPEWRITTEN CARD IDENTIFYING INDIVIDUAL CIRCUITS. ALL SWITCHES SHALL BE "SILENT TYPE". ALL INTERIOR OUTLETS SHALL BE DUPLEX TYPE, 15A, 125 VOLT. ALL EXTERIOR OUTLETS SHALL BE DUPLEX TYPE, WEATHERPROOF. G.F.C.I. OUTDOOR LIGHTING. LUMINARIES PROVIDING OUTDOOR LIGHTING SHALL MEET THE FOLLOWING REQUIREMENTS, AS APPLICABLE: 6. FOR SINGLE-FAMILY RESIDENTIAL BUILDINGS, OUTDOOR LIGHTING PERMANENTLY MOUNTED TO A RESIDENTIAL BUILDING, OR TO OTHER BUILDINGS ON THE SAME LOT, SHALL MEET THE REQUIREMENT IN ITEM I AND THE REQUIREMENTS IN EITHER ITEM II OR ITEM III: 5.INTERIOR LIGHTING SWITCHING DEVICES AND CONTROLS. A. ALL FORWARD PHASE CUT DIMMERS USED WITH LED LIGHT SOURCES SHALL COMPLY WITH NEMA SSL 7A. B. EXHAUST FANS SHALL BE SWITCHED SEPARATELY FROM LIGHTING SYSTEMS. EXCEPTION TO SECTION 150.0(K)2B: LIGHTING INTEGRAL TO AN EXHAUST FAN MAY BE ON THE SAME SWITCH AS THE FAN PROVIDED THE LIGHTING CAN BE SWITCHED OFF IN ACCORDANCE WITH THE APPLICABLE PROVISIONS IN SECTION 150.0(K)2 WHILE ALLOWING THE FAN TO CONTINUE TO OPERATE FOR AN EXTENDED PERIOD OF TIME. C. LUMINAIRES SHALL BE SWITCHED WITH READILY ACCESSIBLE CONTROLS THAT PERMIT THE LUMINAIRES TO BE MANUALLY SWITCHED ON AND OFF. D. LIGHTING CONTROLS AND EQUIPMENT SHALL BE INSTALLED IN ACCORDANCE WITH THE MANUFACTURER'S INSTRUCTIONS. E. NO CONTROLS SHALL BYPASS A DIMMER OR VACANCY SENSOR FUNCTION WHERE THAT DIMMER OR VACANCY SENSOR HAS BEEN INSTALLED TO COMPLY WITH SECTION 150.0(K). F. LIGHTING CONTROLS SHALL COMPLY WITH THE APPLICABLE REQUIREMENTS OF SECTION 110.9. G. AN ENERGY MANAGEMENT CONTROL SYSTEM (EMCS) MAY BE USED TO COMPLY WITH DIMMER REQUIREMENTS IN SECTION 150.0(K) IF AT A MINIMUM IT PROVIDES THE FUNCTIONALITY OF A DIMMER IN ACCORDANCE WITH SECTION 110.9, MEETS THE INSTALLATION CERTIFICATE REQUIREMENTS IN SECTION 130.4, THE EMCS REQUIREMENTS IN SECTION 130.5(F), AND COMPLIES WITH ALL OTHER APPLICABLE REQUIREMENTS IN SECTION 150.0(K)2. H. AN ENERGY MANAGEMENT CONTROL SYSTEM (EMCS) MAY BE USED TO COMPLY WITH VACANCY SENSOR REQUIREMENTS IN SECTION 150.0(K) IF AT A MINIMUM IT PROVIDES THE FUNCTIONALITY OF A VACANCY SENSOR IN ACCORDANCE WITH SECTION 110.9, MEETS THE INSTALLATION CERTIFICATE REQUIREMENTS IN SECTION 130.4, THE EMCS REQUIREMENTS IN SECTION 130.5(F), AND COMPLIES WITH ALL OTHER APPLICABLE REQUIREMENTS IN SECTION 150.0(K)2. I. A MULTISCENE PROGRAMMABLE CONTROLLER MAY BE USED TO COMPLY WITH DIMMER REQUIREMENTS IN SECTION 150.0(K) IF AT A MINIMUM IT PROVIDES THE FUNCTIONALITY OF A DIMMER IN ACCORDANCE WITH SECTION 110.9, AND COMPLIES WITH ALL OTHER APPLICABLE REQUIREMENTS IN SECTION 150.0(K)2. J. IN BATHROOMS, GARAGES, LAUNDRY ROOMS, AND UTILITY ROOMS, AT LEAST ONE LUMINAIRE IN EACH OF THESE SPACES SHALL BE CONTROLLED BY A VACANCY SENSOR. K. DIMMERS OR VACANCY SENSORS SHALL CONTROL ALL LUMINAIRES REQUIRED TO HAVE LIGHT SOURCES COMPLIANT WITH REFERENCE JOINT APPENDIX JA8. EXCEPTION 1 TO SECTION 150.0(K)2K: LUMINAIRES IN CLOSETS LESS THAN 70 SQUARE FEET. EXCEPTION 2 TO SECTION 150.0(K)2K: LUMINAIRES IN HALLWAYS. L. UNDER CABINET LIGHTING SHALL BE SWITCHED SEPARATELY FROM OTHER LIGHTING SYSTEMS. ii.CONTROLLED BY PHOTOCELL AND MOTION SENSOR. CONTROLS THAT OVERRIDE TO ON SHALL NOT BE ALLOWED UNLESS THE OVERRIDE AUTOMATICALLY REACTIVATES THE MOTION SENSOR WITHIN 6 HOURS; OR A.PHOTOCONTROL AND AUTOMATIC TIME SWITCH CONTROL. CONTROLS THAT OVERRIDE TO ON SHALL NOT BE ALLOWED UNLESS THE OVERRIDE SHALL AUTOMATICALLY RETURN THE PHOTOCONTROL AND AUTOMATIC TIME SWITCH CONTROL TO ITS NORMAL OPERATION WITHIN 6 HOURS.; OR B.ASTRONOMICAL TIME CLOCK. CONTROLS THAT OVERRIDE TO ON SHALL NOT BE ALLOWED UNLESS THE OVERRIDE SHALL AUTOMATICALLY RETURN THE ASTRONOMICAL CLOCK TO ITS NORMAL OPERATION WITHIN 6 HOURS AND WHICH IS PROGRAMMED TO AUTOMATICALLY TURN THE OUTDOOR LIGHTING OFF DURING DAYLIGHT HOURS; OR i.CONTROLLED BY A MANUAL ON AND OFF SWITCH THAT DOES NOT OVERRIDE TO ON THE AUTOMATIC ACTIONS OF ITEMS II OR III BELOW; AND iii.CONTROLLED BY ONE OF THE FOLLOWING METHODS: C.ENERGY MANAGEMENT CONTROL SYSTEM WHICH MEETS ALL OF THE FOLLOWING REQUIREMENTS: AT A MINIMUM PROVIDES THE FUNCTIONALITY OF AN ASTRONOMICAL TIME CLOCK IN ACCORDANCE WITH SECTION 110.9; MEETS THE INSTALLATION CERTIFICATION REQUIREMENTS IN SECTION 130.4; DOES NOT HAVE AN OVERRIDE OR BYPASS SWITCH THAT ALLOWS THE LUMINAIRE TO BE ALWAYS ON; AND, IS PROGRAMMED TO AUTOMATICALLY TURN THE OUTDOOR LIGHTING OFF DURING DAYLIGHT HOURS. 3. 1.INSTALLED LUMINARIES SHALL BE CLASSIFIED AS HIGH-EFFICACY FOR COMPLIANCE WITH SECTION 150(k) OF THE AND IN ACCORDANCE WITH TABLE 150.0-A. LIGHTING INTEGRAL TO EXHAUST FANS. LIGHTING INTEGRAL TO EXHAUST FANS SHALL MEET THE APPLICABLE REQUIREMENTS OF SECTION 150.0(K). RECESSED DOWNLIGHT LUMINAIRES IN CEILINGS. LUMINAIRES RECESSED INTO CEILINGS SHALL MEET ALL OF THE FOLLOWING REQUIREMENTS: I. BE LISTED, AS DEFINED IN SECTION 100.1, FOR ZERO CLEARANCE INSULATION CONTACT (IC) BY UNDERWRITERS LABORATORIES OR OTHER NATIONALLY RECOGNIZED TESTING/RATING LABORATORY; AND II. HAVE A LABEL THAT CERTIFIES THE LUMINAIRE IS AIRTIGHT WITH AIR LEAKAGE LESS THAN 2.0 CFM AT 75 PASCALS WHEN TESTED IN ACCORDANCE WITH ASTM E283. AN EXHAUST FAN HOUSING SHALL NOT BE REQUIRED TO BE CERTIFIED AIRTIGHT; AND III. BE SEALED WITH A GASKET OR CAULK BETWEEN THE LUMINAIRE HOUSING AND CEILING, AND SHALL HAVE ALL AIR LEAK PATHS BETWEEN CONDITIONED AND UNCONDITIONED SPACES SEALED WITH A GASKET OR CAULK; AND IV. FOR LUMINAIRES WITH HARDWIRED BALLASTS OR DRIVERS, ALLOW BALLAST OR DRIVER MAINTENANCE AND REPLACEMENT TO BE READILY ACCESSIBLE TO BUILDING OCCUPANTS FROM BELOW THE CEILING WITHOUT REQUIRING THE CUTTING OF HOLES IN THE CEILING; AND V. SHALL NOT CONTAIN SCREW BASE SOCKETS; AND VI. SHALL CONTAIN LIGHT SOURCES THAT COMPLY WITH REFERENCES JOINT APPENDIX JA8, INCLUDING THE ELEVATED TEMPERATURE REQUIREMENTS, AND THAT ARE MARKED “JA8-2016-E” AS SPECIFIED IN REFERENCE JOINT APPENDIX JA8. 2. 4.SCREW BASED LUMINAIRES. SCREW BASED LUMINAIRES SHALL MEET ALL OF THE FOLLOWING REQUIREMENTS: I. THE LUMINAIRES SHALL NOT BE RECESSED DOWNLIGHT LUMINAIRES IN CEILINGS; AND II. THE LUMINAIRES SHALL CONTAIN LAMPS THAT COMPLY WITH REFERENCE JOINT APPENDIX JA8; AND III. THE INSTALLED LAMPS SHALL BE MARKED WITH “JA8-2016” OR “JA8-2016-E” AS SPECIFIED IN REFERENCE JOINT APPENDIX JA8 2022 BUILDING ENERGY EFFICIENCY STANDARDS AND REGULATIONS. 16.7 DIVISION 16 - ELECTRICAL (CONTINUED) 2022 BUILDING ENERGY EFFICIENCY STANDARDS AND REGULATIONS. 16.7 (CONTINUED) 32 2 N . H A R B O R B L V D . SA N T A A N A , C A 9 2 7 0 3 SHEET NUMBER 2 0 2 4 0 1 0 SHEET TITLE PROJECT NUMBER REVISIONS NO.DATE NO.DATE HANNOUCHE ARCHITECTS EXPRESSLY RESERVES ITS COMMON LAW COPYRIGHT AND OTHER PROPERTY RIGHTS INHERENT IN THESE PLANS. ALL DRAWINGS, ELECTRONIC FILES, FIELD NOTES AND ASSOCIATED DOCUMENTS ARE INSTRUMENTS OF SERVICE AND ARE THE PROPERTY OF HANNOUCHE ARCHITECTS. ALL INFORMATION CONTAINED IN THESE DRAWINGS, ELECTRONIC FILES, FIELD NOTES AND ASSOCIATED DOCUMENTS IS PROJECT SPECIFIC AND SHALL NOT BE REPRODUCED, DISCLOSED, CHANGED, COPIED, OR USED OTHERWISE IN ANY FORM OR MANNER WHATSOEVER, WITHOUT FIRST OBTAINING THE EXPRESSED WRITTEN PERMISSION AND CONSENT OF HANNOUCHE ARCHITECTS. HANNOUCHE ARCHITECT c 2021 HANNOUCHE ARCHITECTS 949.261.2070 SAMIR HANNOUCHE, ARCHITECT 20250 SW ACACIA ST. #145 NEWPORT BEACH, CA 92660 May 9, 2025 1 CORR 12/10/24 BLDG A CORR 3/18/25 OCFA 2 CORR 4/09/25 BLDG DATE SIGNED2 3 CORR 5/09/25 BLDG UNIT B1 FLOOR PLAN & ACCESSIBLE PLAN BUILDING ELEVATIONS BUILDING SECTIONS BUILDING SECTIONS BUILDING ELEVATIONS SECOND LEVEL OVERALL BUILDING PLAN COMMUNITY ROOM FLOOR PLAN & ACCESSIBLE PLAN THIRD LEVEL OVERALL BUILDING PLAN ROOF PLAN FITNESS ROOM FLOOR PLAN & ACCESSIBLE PLAN UNIT B2 FLOOR PLAN & ACCESSIBLE PLAN GROUND LEVEL OVERALL BUILDING PLAN UNIT A1_C2 & M FLOOR PLAN & ACCESSIBLE PLAN A4.1 A4.2 A5.2 A5.1 A2.3 A2.4 A1.4 A1.5 A2.1 A2.2 A1.3 A1.2 GROUND LEVEL OVERALL SLAB PLAN GCR-3 GCR-2 GCR-1 COVER GCR-4 TITLE SHEET ARCHITECTURAL RATED WALL DETAILSD0.1 D1.1 D0.3 D0.2 ARCHITECTURAL RATED WALL DETAILS ARCHITECTURAL RATED WALL DETAILS ARCHITECTURAL ROOF DETAILS D1.2 ARCHITECTURAL ROOF DETAILS GENERAL CONSTRUCTION REQUIREMENTS GENERAL CONSTRUCTION REQUIREMENTS GENERAL CONSTRUCTION REQUIREMENTS GENERAL CONSTRUCTION REQUIREMENTS GCR-5 GENERAL CONSTRUCTION REQUIREMENTS PD.1 SHEET INDEX, PROJECT DATA, & CODE ANALYSIS DRAWING INDEX: ELECTRICAL MECHANICAL GENERAL REQUIREMENTS SPECIAL INSPECTION PARTIAL A - FOUNDATION PLAN S0.1 S0.2 S1.0 S.0 GENERAL NOTES STRUCTURAL PLUMBING GBC.1 CALGREEN CODE REQUIREMENTS A0.1 A0.2-A A0.3 A0.4 GROUND FLOOR FIRE SEPARATION AND EXITING PLAN ARCHITECTURAL SITE PLAN A0.5_1 PODIUM LEVEL OVERALL SLAB PLAN STAIR 2 PLANS & SECTION STAIR 1 PLANS & SECTION A6.2 A6.1 STAIR 3 PLANS & SECTIONA6.3 ARCHITECTURAL WINDOW DETAILS ARCHITECTURAL WINDOW DETAILS ARCHITECTURAL DOOR DETAILS ARCHITECTURAL EXTERIOR DETAILS ARCHITECTURAL EXTERIOR DETAILS ARCHITECTURAL STAIR DETAILS ARCHITECTURAL STAIR DETAILS D2.1 D4.1 D3.1 D2.2 D4.2 D5.1 D5.2 ARCHITECTURAL PENETRATION DETAILSD7.2 ARCHITECTURAL ELEVATOR DETAILSD6.1 ARCHITECTURAL PENETRATION DETAILSD7.1 INTERIOR ELEVATIONS INTERIOR ELEVATIONS A7.2 A7.1 A1.1_1 DOORS SCHEDULE WINDOWS SCHEUDLE PD.1 SHEET INDEX AND PROJECT DATA & CODE ANALYSIS CONDITIONS OF APPROVAL CONDITIONS OF APPROVAL FIRE ACCESS / TRASH TRUCK ROUTE PLAN (BEFORE DEDICATION) FIRE ACCESS / TRASH TRUCK ROUTE PLAN (AFTER DEDICATION) ENLARGED TRASH ROOM PLAN CODE ANALYSIS SITE ACCESSIBILITY NOTES & DETAILS SITE ACCESSIBILITY NOTES & DETAILS ELEVATOR PLANS & SECTIONA6.4 A2.5 A3.1 A0.6 A0.7 A0.8 A0.10 A0.11 A0.13 A0.14 A0.30 A0.31 PD.2 PD.3 PARTIAL B - FOUNDATION PLANS1.1 PARTIAL A PODIUM SLAB PLANS2.0 PARTIAL B PODIUM SLAB PLANS2.1 PARTIAL A PODIUM SLAB PLAN - ADDITIONAL REINF. E-W DIRECTIONS2.2 S2.3 S2.4 S2.5 PODIUM SLAB - WALL BRACING PLANS.3 3RD FLOOR FRAMING PLANS.4 4TH FLOOR FRAMING PLANS.5 ROOF FRAMING PLANS.6 STRUCTURAL CONCRETE DETAILSSCI PARTIAL B PODIUM SLAB PLAN - ADDITIONAL REINF. E-W DIRECTION PARTIAL A PODIUM SLAB PLAN - ADDITIONAL REINF. N-S DIRECTION PARTIAL B PODIUM SLAB PLAN - ADDITIONAL REINF. N-S DIRECTION SC2 SC3 SC4 SC5 SD2 SD3 SD4 MECHANICAL SCHEDULES & NOTES MECHANICAL NOTES, LEGENDS, & ABBREVIATIONSM0.1 M0.2 MECHANICAL 2ND FLOOR PLAN MECHANICAL 1ST FLOOR PLANM1.1 M1.2 MECHANICAL ROOF PLAN MECHANICAL 3RD FLOOR PLANM1.3 M1.4 MECHANICAL ENLARGED FLOOR PLANSM2.1 PLUMBING NOTES, LEGENDS & ABBREVIATIONSP0.1 PLUMBING 2ND LEVEL FLOOR PLAN PLUMBING 1ST LEVEL FLOOR PLANP1.1 P1.2 PLUMBING ENLARGED FLOOR PLAN PLUMBING 3RD LEVEL FLOOR PLANP1.3 P2.1 DRAWING TITLE REVISED AREA REVISION NUMBER DETAIL KEY DRAWING NAME 1/A1.8 1 INSULATION MASONRY LUMBER (CONTINUOUS) METAL (LARGE SCALE) PLYWOOD (LARGE SCALE) WOOD STUD WALL LUMBER (NON-CONTINUOUS) REVISION DELTA BUILDING SECTION KEY SHEET NUMBER DETAIL NUMBER SECTION NUMBER SHEET NUMBER DRAWING SYMBOLS 4 D3 ARCHITECTURAL FOURTH LEVEL OVERALL BUILDING PLANA2.6 A0.9 A0.15 A0.16 A0.17 A0.18 A2.7 A2.8 A2.9 FOURTH LEVEL REFLECTED CEILING PLANA2.10 THIRD LEVEL REFLECTED CEILING PLAN SECOND LEVEL REFLECTED CEILING PLAN GROUND LEVEL REFLECTED CEILING PLAN A0.19 A0.20 D0.4 ARCHITECTURAL RATED WALL DETAILS DWELLING ADA NOTES DWELLING ADA NOTES DWELLING ADA NOTES DWELLING ADA NOTES DWELLING ADA NOTES DWELLING ADA NOTES DWELLING ADA NOTES DWELLING ADA NOTES MECHANICAL DETAILSM0.3 PLUMBING CALCULATIONSP0.2 PLUMBING DIAGRAMSP0.3 PLUMBING DIAGRAMSP0.4 PLUMBING DETAILSP0.5 PLUMBING ROOF PLANP1.4 PLUMBING ENLARGED FLOOR PLANP2.2 UNITS LAY-OUT PLAN 3RD & 4TH FLOOR UNITS LAY-OUT PLAN 2ND FLOOR05-E-101 05-E-102 LIGHTING PLAN, POWER PLAN UNIT A1 (TYP.) (2ND, 3RD & 4TH FLOOR) SINGLE LINE DIAGRAM SINGLE LINE DIAGRAM05-E-103 05-E-104 05-E-105 05-E-106 05-E-107 05-E-108 LIGHTING PLAN, POWER PLAN UNIT B1 (3RD & 4TH FLOOR) LIGHTING PLAN, POWER PLAN UNIT B2 (3RD & 4TH FLOOR) LIGHTING PLAN, POWER PLAN COMMUNITY ROOM (2ND FLOOR) 05-E-109 LIGHTING PLAN, POWER PLAN FITNESS ROOM (2ND FLOOR) 05-E-110 LIGHTING PLAN, POWER PLAN PARKING STRUCTURE, EV CHARGER, LOBBY, STAIRWAY, ELECTRICAL, MECHANICAL, BOILER ROOM 05-E-111 LIGHTING PLAN, POWER PLAN SMOKE DETECTOR PLAN COMMON OPEN DECK, STAIRWAY, WASTE, IDF ROOM, AND HALLWAY 05-E-112 PANEL SCHEDULES UNIT TYPE A1, B1, B2 05-E-113 PANEL SCHEDULES HOUSE PANEL 1, 2 (HOA -1, HOA -2) COMMUNITY ROOM (HOA -1C( FITNESS ROOM (HOA -1F) 05-E-114 LOAD CALCULATIONS 05-E-115 LOAD CALCULATIONS 05-E-116 LOAD CALCULATIONS 05-E-117 LOAD CALCULATIONS 05-E-118 LOAD CALCULATIONS 05-E-119 LOAD CALCULATIONS NOT APPLICABLENA NO CHANGEN/C L CHANNEL PENNY CENTERLINE AND AT ANGLE PERPENDICULAR PROPERTY LINE OR PLATE POUND OR NUMBER ROUND OR DIAMETER SYMBOLS USED AS ABBREVIATIONS # PL d C & @ MAXIMUM LIGHTING LIGHT LAVATORY METAL MINIMUM MIRROR MOUNTED OPENING OBSCURE ON CENTER NOT IN CONTRACT NUMBER OR POUND NOT TO SCALE MISCELLANEOUS NATURAL GRADE MEDICINE CABINET L MABOVEABV. ADJACENT A/C A.F.F. ALT. ADJ. A.B. ARCH. APPROX. ARCHITECTURAL ABOVE FINISHED FLOOR AIR CONDITIONING ALTERNATE ANCHOR BOLT APPROXIMATE N O BLOCK BEAM BASEMENT BUILDING BOARD BLOCKING BM. BLK. BSMT. BD. BLDG. BLK'G. CASEMENT CAST IRON CABINET CAULKING CEILING C.I. C.O. CSMT. CAB. C.J. CLK'G. CLG. CASED OPENING CEILING JOIST N.I.C. # N.T.S. OPNG. O.C. OBS. MET. MIN. MIR. MISC. MAX. M.C. N.G. MTD. LTG. LT. LAV. PLATE POINT PLASTIC OVER PLYWOOD PULL CHAIN RADIUS ROOF DRAIN RETURN AIR GRILL REFRIGERATOR REINFORCE(D, ING) ROUGH OPENING SINGLE HUNG SHELF & POLE SIMILAR SHEATHING TELEVISION TEMPERED SQUARE STANDARD SLIDER STORAGE SPECIFICATION(S) SMOKE DETECTOR REQUIRED P R CERAMIC CONCRETE CLEAR COVERED CER. CONC. CLR. CONST. C.M.U. CONT. COV'D. DOUBLE DRYER DETAIL DIAMETER CT. D. DBL. D.H. DIA. DET. COUNTERTOP DOUBLE HUNG CONCRETE MASONRY UNIT CONTINUOUS CONSTRUCTION S T DOOR DOWN DISPOSAL DRAWING DR. DN. DISP. D.W. D.F. DWG. DS. EACH ENCLOSURE EXHAUST EQUAL EA. ELECT. ENCL. E.J. EQ. EXH. DRINKING FOUNTAIN EXPANSION JOINT DISH WASHER ELECTRIC(AL) DOWNSPOUT DIMENSIONDIM. TV TEMP. S.H. STD. SQ. SPEC. S & P S.D. SIM. STOR. SL. R.A.G. RAD. REF'G REINF. PLT. PT. SHT'G. R.D. R.O. REQ'D. PLAS. P.C. O/ PLYWD. TOP OF WALL TOP PLATE TYPICAL WASHER WEIGHT WATER HEATER WATER CLOSET WATER PROOFING TOUNGE AND GROOVE TOP OF CONCRETE WOOD WITHOUT WITH WROUGHT IRON WINDOW U W FINISH(ED) FLOOR F.F. FIN. F.J. F.D. FLR. F.G. FOOTING FT. FAU FTG. FLUOR. FDN. FORCED AIR UNIT FLOOR JOIST FOUNDATION FLUORESCENT FOOT OR FEET FLOOR DRAIN FIXED GLASS FINISHED FLOOR W.I. W.H. W.C.. W WT WD. W/O W/ WDW. W.P. T & G T.O.C. T.P. U.N.O. T.O.W. TYP. THK. EXTERIOREXT. THICK(NESS) CENTERCTR. OH.OVERHEAD A B C D E F ABBREVIATIONS BDRM.BEDROOM P.C. P.D. PULL CHAIN POCKET DOOR RM.ROOM G INSULATION INTERIOR I INT. INSUL. GAUGEGA. HEADER HARDWARE G.I. GL. G.L.B. HDR. HWD. GYP. BD. HEIGHT HEATING HOSE BIBB HGT. HVAC HTG. H.B. H.C. HORIZ.HORIZONTAL HOLLOW CORE GALVANIZED IRON GLASS OR GLAZING AIR CONDITIONING HEATING/ VENTILATING GLASS BLOCK GYPSUM BOARD GALVANIZEDGALV. H HOURHR. HORIZONTAL SLIDERH.S. LANDSCAPE GROUND LEVEL PLANTING PLAN GROUND LEVEL IRRIGATION PLANL1.0 L2.1 PLANTING SPECIFICATIONS PLANTING DETAILSL2.2 L2.3 IRRIGATION NOTES & CALCULATIONSL1.1 IRRIGATION DETAILSL1.2 IRRIGATION SPECIFICATIONSL1.3 GROUND LEVEL PLANTING PLANL2.0 A0.5_2 CODE ANALYSIS UNLESS NOTED OTHERWISE GBC.2 CALGREEN CODE REQUIREMENTS ARCHITECTURAL WINDOW DETAILSD2.3 SECOND FLOOR FIRE SEPARATION AND EXITING PLAN THIRD FLOOR FIRE SEPARATION AND EXITING PLAN FOURTH FLOOR FIRE SEPARATION AND EXITING PLAN 1 A0.5_3 ACCESSIBLE PLAN A0.5_4 AREA EXHIBIT 1 PARTIAL A - FOUNDATION PLAN ADDITIONA REINF. E-W DIRECTIONS1.2 S1.3 S1.4 PARTIAL B - FOUNDATION PLAN ADDITIONA REINF. E-W DIRECTION S1.5 PARTIAL A - FOUNDATION PLAN ADDITIONA REINF. N-S DIRECTION PARTIAL B - FOUNDATION PLAN ADDITIONA REINF. N-S DIRECTION SC2.1 STRUCTURAL CONCRETE DETAILS STRUCTURAL CONCRETE DETAILS STRUCTURAL CONCRETE DETAILS STRUCTURAL CONCRETE DETAILS STRUCTURAL CONCRETE DETAILS SC2.2 STRUCTURAL CONCRETE DETAILS STRUCTURAL DETAILS STRUCTURAL DETAILS STRUCTURAL DETAILS MECHANICAL ENLARGED FLOOR PLANSM2.2 05-E-120 LOAD CALCULATIONS/AC WIRING CONNECTION P0.6 PLUMBING SPECIFICATIONS UNIT A1_C1 FLOOR PLAN & ACCESSIBLE PLANA1.1_0 D0.5 ARCHITECTURAL RATED WALL DETAILS 1 1 1 1 1 1 CIVIL EROSION CONTROL PLAN TITLE SHEET1 OF 6 DETAIL SHEET PRECISE GRADING PLAN HORIZONTAL CONTROL PLAN 2 OF 6 3 OF 6 4 OF 6 5 OF 6 6 OF 6 DETAIL SHEET 1 1 A0.2-B LANDSCAPE WITH LADDERS STAGING AREAS BUILDING SECURITY REGULATIONSA0.32 BUILDING SECURITY REGULATIONSA0.33 BUILDING SECURITY REGULATIONSA0.34 2 APN #LOT AREA (SF)LOT AREA (ACRE) 198-051-17 14,824 SF .34 ACRES N. HARBOR BLVD. (EAST) SIDE (NORTH) REAR (WEST) SIDE (SOUTH) 40-50 DU/AC 22 UNITS 35% AFFORDABLE DENSITY INCREASE 65 DU/AC GROSS DENSITY =65 DU./AC. 1.36 TOTAL AREA=20,109 SF RESIDENTIAL =17,065 SF CIRCULATION =3,044 SF BUILDING HEIGHT UNIT A1 1 BEDROOM / 1 BATH FLAT 18 UNITS 581 SF 10,458 SF 633 SF 11,394 SF 50 SF 900 SF UNIT B1 2 BEDROOM / 2 BATH FLAT 2 UNITS 959 SF 1,918 SF 1,027 SF 2,054 SF 50 SF 100 SF UNIT B2 2 BEDROOM / 2 BATH FLAT 2 UNITS 996 SF 1,992 SF 1,070 SF 2,140 SF 50 SF 100 SF 22 UNITS 14,368 SF 15,588 SF 1,100 SF PARKING SUMMARY 1 BR UNIT 0.5 SPACE PER UNIT 10.0 SPACES 22 SPACES STANDARD =10 SPACES 2 BR UNIT 0.5 SPACE PER UNIT 1.0 SPACES COMPACT =7 SPACES ACCESSIBLE =2 SPACES EV =3 SPACES & 6 EV CAPABLE TOTAL =11 SPACES TOTAL =22 SPACES TOTAL =22 SPACES RESIDENTIAL LEVEL 1 LEVEL 2 5,275 SF LEVEL 3 5,895 SF LEVEL 4 5,895 SF TOTAL 17,065 SF REQUIRED 2,224 SF COMMON AREA =800 SF COMMUNITY RM. =1,477 SF 50 SF PER UNIT =1,100 SF PRIVATE DECK =1,100 SF TOTAL =3,324 SF TOTAL =3,377 SF REQUIRED TOTAL REQUIRED 5 SPACES 5 SPACES 5 SPACES 5 SPACES PROJECT SITE INFORMATION HARBOR M.U.T.C. PLAN (CORRIDOR) Table 3-5 HARBOR MIXED USE TRANSIT CORRIDOR PLAN (CORRIDOR) LOT COVERAGE HARBOR M.U.T.C. PLAN (CORRIDOR) Table 3-3 FLOOR AREA FLOOR AREA RATIO 5'-0" SIDE YARD 54% 8,060 SF 4 STORY TYPE V OVER TYPE I PARKING 5'-0" REAR YARD 5'-0" SIDE YARD 2 STORY MIN. / 4 STORY MAX. HARBOR M.U.T.C. PLAN (CORRIDOR) Table 3-3 ALLOWED DENSITY ADDRESS 322 N. HARBOR BOULEVARD SANTA ANA 92703 6'-0" SIDE YARD PROJECT CONSTRUCTION TYPE SETBACKS 4 STORY / 50'-0" MAX. 0'-0" MIN. / 8'-0" MAX. 7,565 SF 7,565 SF 930 SF PROJECT SUMMARY ZONING NOTES 0'-0" FRONTYARD 5'-6" SIDE YARD 6'-4" REAR YARD PROPOSED UNIT SUMMARY 6,945 SF OPEN SPACE / AMMENITY SUMMARY PARKING BREAK DOWN TOTAL PROVIDED BICYCLE SPACE = BICYCLE SPACE IN SECURED GARAGE = HARBOR M.U.T.C. PLAN (CORRIDOR) Table 3-9 REQUIRED NET AREA SUBTOTALDESCRIPTION GROSS AREA GROSS AREA SUBTOTALQUANTITY GARAGE = 740 SF PROJECT UNIT TOTAL BUILDING SUMMARY MINIMUM REQUIRED 930 SF DECK TOTAL DECK 254 SF CIRCULATIONS / LOBBY 254 SF TOTAL GROSS BUILDING FLOOR AREA PLAN NET AREA 8,507 SF 930 SF 6,825 SF MECHANICAL / GARAGE / VERTICAL CIRCULATION TOD PARKING INCENTIVES PROPOSED FAR BUILDING FLOOR AREA (F.A.R.) 6,825 SF 740 SF 6,205 SF 740 SF 8,253 SF 15% OF TOTAL LOT AREA = BICYCLE SUMMARY 1 SPACE PER 5 UNITS (NOT LESS THAN 4 SPACES) COMMON OPEN SPACE PRIVATE OPEN SPACE BICYCLE SPACE REQUIRED BICYCLE SPACE PROPOSED 3,044 SF 10,473 SF 20,109 SF 30,582 SF 1 SOIL REPORTS0.3 SOIL REPORTS0.42 T24.1 TITLE 24 ENERGY REPORT T24.2 TITLE 24 ENERGY REPORT T24.3 TITLE 24 ENERGY REPORT T24.4 TITLE 24 ENERGY REPORT T24.5 TITLE 24 ENERGY REPORT T24.6 TITLE 24 ENERGY REPORT T24.7 TITLE 24 MANDATORY REQUIREMENTS SUMMARY 5 P0.7 PLUMBING SPECIFICATIONS 2 PD.2 CONDITIONS OF APPROVAL 2 32 2 N . H A R B O R B L V D . SA N T A A N A , C A 9 2 7 0 3 SHEET NUMBER 2 0 2 4 0 1 0 SHEET TITLE PROJECT NUMBER REVISIONS NO.DATE NO.DATE HANNOUCHE ARCHITECTS EXPRESSLY RESERVES ITS COMMON LAW COPYRIGHT AND OTHER PROPERTY RIGHTS INHERENT IN THESE PLANS. ALL DRAWINGS, ELECTRONIC FILES, FIELD NOTES AND ASSOCIATED DOCUMENTS ARE INSTRUMENTS OF SERVICE AND ARE THE PROPERTY OF HANNOUCHE ARCHITECTS. ALL INFORMATION CONTAINED IN THESE DRAWINGS, ELECTRONIC FILES, FIELD NOTES AND ASSOCIATED DOCUMENTS IS PROJECT SPECIFIC AND SHALL NOT BE REPRODUCED, DISCLOSED, CHANGED, COPIED, OR USED OTHERWISE IN ANY FORM OR MANNER WHATSOEVER, WITHOUT FIRST OBTAINING THE EXPRESSED WRITTEN PERMISSION AND CONSENT OF HANNOUCHE ARCHITECTS. HANNOUCHE ARCHITECT c 2021 HANNOUCHE ARCHITECTS 949.261.2070 SAMIR HANNOUCHE, ARCHITECT 20250 SW ACACIA ST. #145 NEWPORT BEACH, CA 92660 May 9, 2025 1 CORR 12/10/24 BLDG A CORR 3/18/25 OCFA 2 CORR 4/09/25 BLDG DATE SIGNED2 3 CORR 5/09/25 BLDG 32 2 N . H A R B O R B L V D . SA N T A A N A , C A 9 2 7 0 3 SHEET NUMBER 2 0 2 4 0 1 0 SHEET TITLE PROJECT NUMBER REVISIONS NO.DATE NO.DATE HANNOUCHE ARCHITECTS EXPRESSLY RESERVES ITS COMMON LAW COPYRIGHT AND OTHER PROPERTY RIGHTS INHERENT IN THESE PLANS. ALL DRAWINGS, ELECTRONIC FILES, FIELD NOTES AND ASSOCIATED DOCUMENTS ARE INSTRUMENTS OF SERVICE AND ARE THE PROPERTY OF HANNOUCHE ARCHITECTS. ALL INFORMATION CONTAINED IN THESE DRAWINGS, ELECTRONIC FILES, FIELD NOTES AND ASSOCIATED DOCUMENTS IS PROJECT SPECIFIC AND SHALL NOT BE REPRODUCED, DISCLOSED, CHANGED, COPIED, OR USED OTHERWISE IN ANY FORM OR MANNER WHATSOEVER, WITHOUT FIRST OBTAINING THE EXPRESSED WRITTEN PERMISSION AND CONSENT OF HANNOUCHE ARCHITECTS. HANNOUCHE ARCHITECT c 2021 HANNOUCHE ARCHITECTS 949.261.2070 SAMIR HANNOUCHE, ARCHITECT 20250 SW ACACIA ST. #145 NEWPORT BEACH, CA 92660 May 9, 2025 1 CORR 12/10/24 BLDG A CORR 3/18/25 OCFA 2 CORR 4/09/25 BLDG DATE SIGNED2 3 CORR 5/09/25 BLDG PD.3 CONDITIONS OF APPROVAL A0.1 ARCHITECTURAL SITE PLAN SCALE: 1/8" = 1'-0" ARCHITECTURAL SITE PLAN 32 2 N . H A R B O R B L V D . SA N T A A N A , C A 9 2 7 0 3 SHEET NUMBER 2 0 2 4 0 1 0 SHEET TITLE PROJECT NUMBER REVISIONS NO.DATE NO.DATE HANNOUCHE ARCHITECTS EXPRESSLY RESERVES ITS COMMON LAW COPYRIGHT AND OTHER PROPERTY RIGHTS INHERENT IN THESE PLANS. ALL DRAWINGS, ELECTRONIC FILES, FIELD NOTES AND ASSOCIATED DOCUMENTS ARE INSTRUMENTS OF SERVICE AND ARE THE PROPERTY OF HANNOUCHE ARCHITECTS. ALL INFORMATION CONTAINED IN THESE DRAWINGS, ELECTRONIC FILES, FIELD NOTES AND ASSOCIATED DOCUMENTS IS PROJECT SPECIFIC AND SHALL NOT BE REPRODUCED, DISCLOSED, CHANGED, COPIED, OR USED OTHERWISE IN ANY FORM OR MANNER WHATSOEVER, WITHOUT FIRST OBTAINING THE EXPRESSED WRITTEN PERMISSION AND CONSENT OF HANNOUCHE ARCHITECTS. HANNOUCHE ARCHITECT c 2021 HANNOUCHE ARCHITECTS 949.261.2070 SAMIR HANNOUCHE, ARCHITECT 20250 SW ACACIA ST. #145 NEWPORT BEACH, CA 92660 May 9, 2025 1 CORR 12/10/24 BLDG A CORR 3/18/25 OCFA 2 CORR 4/09/25 BLDG DATE SIGNED2 3 CORR 5/09/25 BLDG LEGEND N. H A R B O R B L V D . 5' - 6 " 88 ' - 6 " 6' - 0 " 12'-0" DEDICATION 129'-11"6'-4" 28 ' - 0 " 5' - 6 " PROPOSED TRANSFORMER 150' FIRE DEPT. HOSE PULL EXISTING FIRE HYDRANT COLORED STAMPED CONCRETE DRIVE RESCUE WINDOW LOCATIONS ±148'-3" ±1 0 0 ' - 0 " 9' - 0 " NOTE 1.ANY PROPOSED FENCING WITHIN THE FRONT YARD AREA (E.G., TUBULAR FENCING SHOWN ON LANDSCAPE PLANS) WOULD BE LIMITED TO THREE FEET IN HEIGHT. PURSUANT TO SEC. 41-610 OF THE SAMC, FENCING IS PERMITTED TO EXCEED THREE FEET, UP TO EIGHT FEET IN HEIGHT, AFTER THE REQUIRED FRONT YARD AREA. 2.PROPOSED SIX-FOOT TALL PERIMETER WALL (SHOWN ON THE LANDSCAPE PLAN) BE OF A DECORATIVE SPLIT-FACE WITH ANTI- GRAFFITI COATING. 3.PEDESTRIAN-SCALED LIGHTING SHOULD BE LOCATED ALONG ALL WALKWAYS WITHIN THE DEVELOPMENT. WHERE APPROPRIATE, WALL-MOUNTED LIGHTING MAY BE INCORPORATED. THESE WALL-MOUNTED LIGHTS SHOULD BE ARCHITECTURALLY COMPATIBLE AND PEDESTRIAN SCALED (CHAPTER 7 OF THE CITY DESIGN GUIDELINES). 4.LIGHTING LEVELS SHOULD BE SUFFICIENT TO CREATE A PERCEIVED SENSE OF SECURITY AND SAFETY, AND FOR SIDEWALK AND STREET ILLUMINATION (SEE CHAPTER 7 OF THE CITY DESIGN GUIDELINES). 5.GRIND AND CAP OF 2”-3” OF THE EXISTING AC PAVEMENT FROM THE GUTTER LIP EDGE ALONG THE MEDIAN TO THE GUTTER LIP EDGE AT THE PROPERTY, ALONG THE ENTIRE PROPERTY FRONTAGE. 6.EXISTING SIDEWALK ALONG THE ENTIRE PROPERTY FRONTAGE SHALL BE REMOVED, AND RECONSTRUCTED WITH A NEW 12' FULL WIDTH SIDEWALK WITH TREE WELLS, ALONG THE PROPERTY FRONTAGE ON HARBOR BOULEVARD. 7.THIS SITE WILL BE DESIGNED AND CONSTRUCTED IN ACCORDANCE WITH THE CALIFORNIA REGIONAL WATER QUALITY CONTROL BOARD SANTA ANA REGION ORDER NO. R8-2009-0030 DISCHARGE REQUIREMENTS (MS4 PERMIT). 8.PROJECT SHALL INSTALL OF TWO 24” BOX STREET TREES ON HARBOR BOULEVARD, INCLUDING DEEP ROOT IRRIGATION SYSTEMS, PER CITY STANDARDS. CONTACT THE TREE SECTION SUPERVISOR AT (714) 647-3337 FOR TREE SPECIES AND SIZE OF REQUIRED TREES. 9.THE EXISTING SIDEWALK ALONG THE ENTIRE PROPERTY FRONTAGE SHALL BE REMOVED AND RECONSTRUCTED WITH A NEW 12’ FULL WIDTH SIDEWALK WITH TREE WELLS, ALONG THE PROPERTY FRONTAGE ON HARBOR BOULEVARD. 10.TRASH ENCLOSURE AREA TO BE FULLY ROOFED OR TO DRAIN INTO A WATER QUALITY INLET TO PREVENT DISCHARGE OF SPILLED CONTAMINANTS INTO THE STORM DRAIN SYSTEM. 11.APPROPRIATE PRIVATE BACK FLOW PREVENTER REQUIRED FOR ALL FIRE SERVICE, DOMESTIC AND LANDSCAPE WATER METER PER GRADING AND STREET IMPROVEMENT PLANS (AS APPLICABLE) 12.ALL EXTERIOR BLOCK WALL FENCING OF MULTIPLE-FAMILY DWELLING COMPLEXES SHALL HAVE INTERVALS PROVIDING VISIBILITY CORRIDORS, WHICH WILL ALLOW VISIBILITY OF THE INTERIOR FROM OUTSIDE THE WALL, AND THESE VISIBILITY CORRIDORS SHALL BE PLACED AT REGULAR INTERVALS. THESE WILL BE REQUIRED ON THE SIDE FACING THE STREET ONLY. 4'-0" RIGHT- OF-WAY DEDICATION TO THE CITY OF SANTA ANA FOR STREET PURPOSES 8'-0" RIGHT-OF-WAY IRREVOCABLE OFFER TO BE DEDICATED TO THE CITY OF SANTA ANA FOR FUTURE STREET PURPOSES ” 10 ' - 0 " MI N . 46 ' - 0 " 9'-0" EXISTING SIDE WALK TO BE REMOVED IN FUTURE STREET WIDENING 9' - 0 " 38 ' - 0 " 28 ' - 0 " 8'-0" 20'-0" NO R T H 1 32 2 N . H A R B O R B L V D . SA N T A A N A , C A 9 2 7 0 3 SHEET NUMBER 2 0 2 4 0 1 0 SHEET TITLE PROJECT NUMBER REVISIONS NO.DATE NO.DATE HANNOUCHE ARCHITECTS EXPRESSLY RESERVES ITS COMMON LAW COPYRIGHT AND OTHER PROPERTY RIGHTS INHERENT IN THESE PLANS. ALL DRAWINGS, ELECTRONIC FILES, FIELD NOTES AND ASSOCIATED DOCUMENTS ARE INSTRUMENTS OF SERVICE AND ARE THE PROPERTY OF HANNOUCHE ARCHITECTS. ALL INFORMATION CONTAINED IN THESE DRAWINGS, ELECTRONIC FILES, FIELD NOTES AND ASSOCIATED DOCUMENTS IS PROJECT SPECIFIC AND SHALL NOT BE REPRODUCED, DISCLOSED, CHANGED, COPIED, OR USED OTHERWISE IN ANY FORM OR MANNER WHATSOEVER, WITHOUT FIRST OBTAINING THE EXPRESSED WRITTEN PERMISSION AND CONSENT OF HANNOUCHE ARCHITECTS. HANNOUCHE ARCHITECT c 2021 HANNOUCHE ARCHITECTS 949.261.2070 SAMIR HANNOUCHE, ARCHITECT 20250 SW ACACIA ST. #145 NEWPORT BEACH, CA 92660 May 9, 2025 1 CORR 12/10/24 BLDG A CORR 3/18/25 OCFA 2 CORR 4/09/25 BLDG DATE SIGNED2 3 CORR 5/09/25 BLDG A0.10 SITE ACCESSIBLE NOTES DETAILS SCALE: N/A SEC. 1102A BUILDING ACCESSIBILITY - SECTION 1102A BUILDING ACCESSIBILITY 1102A.1 WHERE REQUIRED. BUILDINGS OR PORTIONS OF BUILDINGS AND FACILITIES WITHIN THE SCOPE OF THIS CHAPTER SHALL BE ACCESSIBLE TO PERSONS WITH DISABILITIES. EACH BUILDING ON A BUILDING SITE SHALL BE CONSIDERED SEPARATELY WHEN DETERMINING THE REQUIREMENTS CONTAINED IN THIS CHAPTER, EXCEPT WHEN CALCULATING THE NUMBER OF UNITS WHICH MUST COMPLY WITH SECTION 1102A.3.1. DWELLING UNITS WITHIN A SINGLE STRUCTURE SEPARATED BY FIREWALLS DO NOT CONSTITUTE SEPARATE BUILDINGS. NEWLY-CONSTRUCTED COVERED MULTIFAMILY DWELLINGS AS DEFINED IN THIS CHAPTER, INCLUDE, BUT ARE NOT LIMITED TO, THE FOLLOWING: 1.APARTMENT BUILDINGS WITH 3 OR MORE DWELLING UNITS INCLUDING TIMESHARE APARTMENTS NOT CONSIDERED A PLACE OF PUBLIC ACCOMMODATION OR TRANSIENT LODGING AS DEFINED IN HEALTH AND SAFETY CODE SECTION 19955 (A), AND CHAPTER 2 OF THE CALIFORNIA BUILDING CODE. 2.CONDOMINIUMS WITH 4 OR MORE DWELLING UNITS INCLUDING TIMESHARE CONDOMINIUMS NOT CONSIDERED A PLACE OF PUBLIC ACCOMMODATION OR TRANSIENT LODGING AS DEFINED IN HEALTH AND SAFETY CODE SECTION 19955 (A), AND CHAPTER 2 OF THE CALIFORNIA BUILDING CODE. 3.LODGING HOUSES, AS DEFINED IN CHAPTER 2 OF THE CALIFORNIA BUILDING CODE, USED AS A RESIDENCE WITH MORE THAN 3 BUT NOT MORE THAN 5 GUEST ROOMS. 4.CONGREGATE RESIDENCES, AS DEFINED IN CHAPTER 2 OF THE CALIFORNIA BUILDING CODE. 5.DWELLINGS WITH 3 OR MORE EFFICIENCY UNITS, AS DEFINED IN CHAPTER 2 OF THIS CODE, OR SECTION 17958.1 OF THE CALIFORNIA HEALTH AND SAFETY CODE. 6.SHELTERS FOR HOMELESS PERSONS, NOT OTHERWISE SUBJECT TO THE DISABLED ACCESS PROVISIONS OF THE DIVISION OF THE STATE ARCHITECT-ACCESS COMPLIANCE (DSA-AC). 7.DORMITORIES, AS DEFINED IN CHAPTER 2 OF THIS CODE, WITH 3 OR MORE GUEST ROOMS AS DEFINED IN CHAPTER 2 OF THE CALIFORNIA BUILDING CODE. 8.TIMESHARE DWELLINGS WITH 3 OR MORE UNITS, NOT CONSIDERED A PLACE OF PUBLIC ACCOMMODATIONS OR TRANSIENT LODGING AS DEFINED IN HEALTH AND SAFETY CODE SECTION 19955 (A), AND CHAPTER 2 OF THE CALIFORNIA BUILDING CODE. 9.OTHER GROUP R OCCUPANCIES IN COVERED MULTIFAMILY DWELLINGS WHICH ARE REGULATED BY THE OFFICE OF THE STATE FIRE MARSHAL. SEE SECTION 1.11. 10.PUBLIC HOUSING AS DEFINED IN CHAPTER 2 OF THIS CODE IS SUBJECT TO PROVISIONS OF THE DIVISION OF THE STATE ARCHITECT (DSA-AC). SEE CHAPTER 11B. 1102A.2 EXISTING BUILDINGS. THE BUILDING STANDARDS CONTAINED IN THIS CHAPTER DO NOT APPLY TO THE ALTERATION, REPAIR, REHABILITATION OR MAINTENANCE OF MULTIFAMILY DWELLINGS CONSTRUCTED FOR FIRST OCCUPANCY PRIOR TO MARCH 13, 1991. PUBLIC HOUSING AS DEFINED IN CHAPTER 2 OF THIS CODE IS SUBJECT TO PROVISIONS OF THE DIVISION OF THE STATE ARCHITECT (DSA-AC). SEE CHAPTER 11B. COVERED MULTIFAMILY DWELLINGS SHALL BE MAINTAINED IN COMPLIANCE WITH THE ACCESSIBILITY STANDARDS IN EFFECT AT THE TIME OF CONSTRUCTION. APARTMENTS CONSTRUCTED PRIOR TO MARCH 13, 1991, SHALL BE MAINTAINED IN COMPLIANCE WITH THE ACCESSIBILITY STANDARDS IN EFFECT AT THE TIME OF CONSTRUCTION. ADDITIONS SHALL BE SUBJECT TO THE REQUIREMENTS OF THIS CHAPTER, PROVIDED THE ADDITION, WHEN CONSIDERED ALONE, MEETS THE DEFINITION OF A COVERED MULTIFAMILY DWELLING, AS DEFINED IN CHAPTER 2. NEW COMMON USE SPACES SERVING EXISTING COVERED MULTIFAMILY DWELLINGS SHALL BE SUBJECT TO THE REQUIREMENTS OF THIS CHAPTER. NOTE: FOR ALL EXISTING PUBLIC USE AREAS, PUBLIC ACCOMMODATIONS, AND PUBLIC HOUSING, SEE CHAPTER 11B, FOR PROVISIONS OF THE DIVISION OF THE STATE ARCHITECT-ACCESS COMPLIANCE (DSA -AC). 1102A.3 MULTISTORY DWELLINGS. 1102A.3.1 MULTISTORY APARTMENT OR CONDOMINIUM DWELLINGS IN BUILDINGS WITH NO ELEVATOR. THIS SECTION SHALL APPLY TO MULTISTORY DWELLING UNITS ON THE GROUND FLOOR OF BUILDINGS WITHOUT ELEVATORS FOR WHICH AN APPLICATION FOR A CONSTRUCTION PERMIT IS SUBMITTED ON OR AFTER JULY 1, 2005. EXCEPTION:CARRIAGE UNITS AS DEFINED IN CHAPTER 2 AND REGULATED ONLY BY THE DEPARTMENT OF HOUSING AND COMMUNITY DEVELOPMENT AS REFERENCED IN SECTION 1.8.2.1.2. AT LEAST 10 PERCENT BUT NOT LESS THAN ONE OF THE MULTISTORY DWELLINGS IN APARTMENT BUILDINGS WITH 3 OR MORE DWELLING UNITS AND/OR CONDOMINIUMS WITH 4 OR MORE DWELLING UNITS SHALL COMPLY WITH THE FOLLOWING: 1.THE PRIMARY ENTRY TO THE DWELLING UNIT SHALL BE ON AN ACCESSIBLE ROUTE UNLESS EXEMPTED BY SITE IMPRACTICALITY TESTS IN SECTION 1150A. 2.AT LEAST ONE POWDER ROOM OR BATHROOM SHALL BE LOCATED ON THE PRIMARY ENTRY LEVEL, SERVED BY AN ACCESSIBLE ROUTE AND SHALL COMPLY WITH THE PROVISIONS IN DIVISION TV. 3.ALL ROOMS OR SPACES LOCATED ON THE PRIMARY ENTRY LEVEL SHALL BE SERVED BY AN ACCESSIBLE ROUTE AND SHALL COMPLY WITH THE PROVISIONS IN DIVISION IV. ROOMS AND SPACES LOCATED ON THE PRIMARY ENTRY LEVEL AND SUBJECT TO THIS CHAPTER MAY INCLUDE BUT ARE NOT LIMITED TO KITCHENS, POWDER ROOMS, BATHROOMS, LIVING ROOMS, BEDROOMS OR HALLWAYS. 4.COMMON USE AREAS COVERED BY THIS SECTION SHALL BE ACCESSIBLE AS REQUIRED BY THIS CHAPTER. PUBLIC USE AREAS AS DEFINED IN CHAPTER 2 OF THIS CODE ARE SUBJECT TO PROVISIONS OF THE DIVISION OF THE STATE ARCHITECT (DSA-AC) AND ARE REFERENCED IN SECTION 1.9.1.1. THE MINIMUM NUMBER OF MULTIFAMILY DWELLING UNITS WHICH MUST COMPLY WITH THIS SECTION SHALL BE CALCULATED USING THE TOTAL NUMBER OF ALL MULTISTORY DWELLING UNITS IN BUILDINGS ON A SITE WHICH ARE SUBJECT TO THIS SECTION. ANY FRACTION THEREOF SHALL BE ROUNDED TO THE NEXT HIGHEST WHOLE NUMBER. 1102A.3.2 MULTISTORY DWELLING UNITS IN BUILDINGS WITH ONE OR MORE ELEVATORS. MULTISTORY DWELLING UNITS CONTAINED IN BUILDINGS WITH ELEVATORS SHALL COMPLY WITH THIS SECTION. FOR MULTISTORY DWELLING UNITS IN BUILDINGS WITH ELEVATORS, THE STORY OF THE UNIT THAT IS SERVED BY THE BUILDING ELEVATOR IS CONSIDERED A GROUND FLOOR AND THE PRIMARY ENTRY FLOOR TO THE UNIT AND SHALL COMPLY WITH THE FOLLOWING: 1.AT LEAST 1 POWDER ROOM OR BATHROOM SHALL BE LOCATED ON THE PRIMARY ENTRY LEVEL. 2.ALL ROOMS OR SPACES LOCATED ON THE PRIMARY ENTRY LEVEL SHALL BE SERVED BY AN ACCESSIBLE ROUTE AND SHALL COMPLY WITH DIVISION IV. 11 02A.4 SWIMMING POOLS. SWIMMING POOLS AND SPAS REQUIRED TO BE ACCESSIBLE SHALL COMPLY WITH THE PROVISIONS OF SECTION 1141A. 11 02A.5 TEMPORARY RESTRICTIONS. DURING PERIODS OF PARTIAL OR RESTRICTED USE OF A BUILDING OR FACILITY, THE ENTRANCES USED FOR PRIMARY ACCESS SHALL BE ACCESSIBLE TO AND USABLE BY PERSONS WITH DISABILITIES. SEC. 1105A GARAGES CARPORTS & PARKING - SECTION 1105A GARAGES, CARPORTS AND PARKING FACILITIES 1105A.1 GENERAL. GARAGES, CARPORTS AND OTHER PARKING FACILITIES, WHICH ARE ACCESSORY TO COVERED MULTIFAMILY DWELLING UNITS, SHALL BE ACCESSIBLE AS REQUIRED IN SECTION 1109A. SEC. 1106A SITE AND BUILDING CHARACTERISTICS - SECTION 1106A SITE AND BUILDING CHARACTERISTICS 1106A.1 GENERAL. COVERED MULTIFAMILY DWELLINGS WITH ELEVATORS SHALL BE DESIGNED AND CONSTRUCTED TO PROVIDE AT LEAST ONE ACCESSIBLE ENTRANCE ON AN ACCESSIBLE ROUTE, REGARDLESS OF TERRAIN OR UNUSUAL CHARACTERISTICS OF THE SITE. COVERED MULTIFAMILY DWELLINGS WITHOUT ELEVATORS SHALL BE DESIGNED AND CONSTRUCTED TO PROVIDE AT LEAST ONE ACCESSIBLE ENTRANCE ON AN ACCESSIBLE ROUTE UNLESS TERRAIN OR UNUSUAL CHARACTERISTICS OF THE SITE PREVENT AN ACCESSIBLE ROUTE BASED ON THE CONDITIONS LISTED BELOW: 1.ACCESSIBLE ENTRANCE. REGARDLESS OF SITE CONSIDERATIONS DESCRIBED IN SECTION 1150A, AN ACCESSIBLE ENTRANCE ON AN ACCESSIBLE ROUTE IS REQUIRED WHEN THERE IS AN ELEVATOR CONNECTING THE PARKING AREA WITH THE DWELLING UNITS ON A GROUND FLOOR. (IN THIS CASE, THOSE DWELLING UNITS ON THE GROUND FLOOR SERVED BY AN ELEVATOR, AND AT LEAST ONE OF EACH TYPE OF PUBLIC AND COMMON-USE AREAS, WOULD BE SUBJECT TO THESE REQUIREMENTS.) 2.ELEVATOR BUILDING. WHEN A BUILDING ELEVATOR OR ELEVATORS ARE PROVIDED AS A MEANS OF ACCESS TO DWELLING UNITS OTHER THAN DWELLING UNITS ON A GROUND FLOOR (SEE SECTION 1104A.2), THE BUILDING IS AN ELEVATOR BUILDING. ALL DWELLING UNITS BECOME COVERED MULTIFAMILY DWELLINGS IN THAT BUILDING. THE ELEVATOR IN THAT BUILDING MUST PROVIDE ACCESSIBILITY TO ALL DWELLING UNITS IN THE BUILDING, REGARDLESS OF THE SLOPE OF THE NATURAL TERRAIN. FOR MULTISTORY DWELLING UNITS IN BUILDINGS WITH ONE OR MORE ELEVATORS, SEE SECTION 1102A.3.2. NOTE: WHERE A BUILDING ELEVATOR IS PROVIDED ONLY AS MEANS OF CREATING AN ACCESSIBLE ROUTE TO COVERED MULTIFAMILY DWELLING UNITS ON A GROUND FLOOR, THE BUILDING IS NOT CONSIDERED TO BE AN ELEVATOR BUILDING, ONLY DWELLING UNITS LOCATED ON THE GROUND FLOOR SHALL BE REQUIRED TO COMPLY WITH THIS CHAPTER. 3.ELEVATED WALKWAY. WHEN AN ELEVATED WALKWAY IS PLANNED BETWEEN A BUILDING ENTRANCE AND A VEHICULAR OR PEDESTRIAN ARRIVAL POINT, AND THE PLANNED WALKWAY HAS A SLOPE NO GREATER THAN 10 PERCENT (1 UNIT VERTICAL IN 10 UNITS HORIZONTAL), THE FLOOR BEING SERVED BY THE ELEVATED WALKWAY BECOMES A GROUND FLOOR AND ACCESSIBILITY TO ALL DWELLINGS ON THAT GROUND FLOOR IS REQUIRED. NOTE: SINCE THE PLANNED WALKWAY MEETS THE 10 PERCENT SLOPE CRITERION, IT IS REQUIRED TO PROVIDE AN ACCESSIBLE ROUTE TO THE ENTRANCE, AND THE SLOPE OF THE WALKWAY MUST BE REDUCED TO 1 UNIT VERTICAL IN 12 UNITS HORIZONTAL (8.33 PERCENT SLOPE) MAXIMUM. 1106A.2 SITE IMPRACTICALITY. FOR TESTS TO DETERMINE SITE IMPRACTICALITY DUE TO TERRAIN CONSIDERATIONS IN NON ELEVATOR BUILDINGS, SEE SECTION 1150A. SEC. 1108A GENERAL REQUIREMENTS - SECTION 1108A GENERAL REQUIREMENTS FOR ACCESSIBLE PARKING AND EXTERIOR ROUTES OF TRAVEL NOTES: 1.IN ADDITION TO PROVISIONS OF THIS DIVISION, EXTERIOR ROUTES OF TRAVEL THAT PROVIDE ACCESS TO, OR EGRESS FROM, BUILDINGS FOR PERSONS WITH DISABILITIES SHALL ALSO COMPLY WITH CHAPTER 10. 2.PUBLIC USE AREAS, PUBLIC ACCOMMODATIONS, AND PUBLIC HOUSING AS DEFINED IN CHAPTER 2 OF THIS CODE ARE SUBJECT TO PROVISIONS OF THE DIVISION OF THE STATE ARCHITECT (DSA-AC) AND ARE REFERENCED IN SECTION 1.9.1.1. SECTION 1109A PARKING FACILITIES 1109A.1 ACCESSIBLE PARKING REQUIRED. EACH PARKING FACILITY PROVIDED FOR COVERED MULTIFAMILY DWELLINGS AND FACILITIES (E.G., SWIMMING POOLS, CLUB HOUSES, RECREATION AREAS AND LAUNDRY ROOMS) THAT SERVE COVERED MULTIFAMILY DWELLINGS SHALL PROVIDE ACCESSIBLE PARKING AS REQUIRED BY THIS SECTION. 1109A.2 PARKING FACILITIES. PARKING FACILITIES SHALL INCLUDE, BUT NOT BE LIMITED TO, THE FOLLOWING: 1. GARAGES 2. PRIVATE GARAGES 3. CARPORTS 4. OFF-STREET PARKING (PARKING LOTS/SPACES) 1109A.2.1 PRIVATE GARAGES. PRIVATE GARAGES ACCESSORY TO COVERED MULTIFAMILY DWELLING UNITS, SHALL BE ACCESSIBLE AS REQUIRED IN SECTION 11 09A. PRIVATE GARAGES INCLUDE INDIVIDUAL GARAGES AND MULTIPLE INDIVIDUAL GARAGES GROUPED TOGETHER. EXCEPTION: AN ATTACHED PRIVATE GARAGE DIRECTLY SERVING A SINGLE COVERED MULTIFAMILY DWELLING UNIT PROVIDING AT LEAST ONE OF THE FOLLOWING OPTIONS: 1. A DOOR LEADING DIRECTLY FROM THE COVERED DWELLING UNIT WHICH IMMEDIATELY ENTERS THEGARAGE. THE DOOR SHALL COMPLY ON BOTH SIDES WITH SECTIONS 1132A.3 THROUGH 1132A.9. 2.AN ACCESSIBLE ROUTE OF TRAVEL FROM THE COVERED DWELLING UNIT TO AN EXTERIOR DOOR ENTERING THE GARAGE. SEE SECTION 1132A.1 FOR REQUIREMENTS AT BOTH EXIT DOORS. 3. AN ACCESSIBLE ROUTE OF TRAVEL FROM THE DWELLING UNIT'S PRIMARY ENTRY DOOR TO THE VEHICULAR ENTRANCE AT THE GARAGE. SEE SECTION 1132A.1 FOR REQUIREMENTS AT THE PRIMARY ENTRY DOOR. 1109A.3 REQUIRED ACCESSIBLE PARKING SPACES. ACCESSIBLE PARKING SPACES SHALL BE PROVIDED AT A MINIMUM RATE OF 2 PERCENT OF THE COVERED MULTIFAMILY DWELLING UNITS. AT LEAST ONE SPACE OF EACH TYPE OF PARKING FACILITY SHALL BE MADE ACCESSIBLE EVEN IF THE TOTAL NUMBER EXCEEDS 2 PERCENT. 1109A.4 ASSIGNED ACCESSIBLE PARKING SPACES. WHEN ASSIGNED PARKING SPACES ARE PROVIDED FOR A RESIDENT OR A GROUP OF RESIDENTS, AT LEAST 2 PERCENT OF THE ASSIGNED PARKING SPACES SERVING COVERED MULTIFAMILY DWELLING UNITS SHALL BE ACCESSIBLE IN EACH TYPE OF PARKING FACILITY. AT LEAST ONE SPACE OF EACH TYPE OF PARKING FACILITY SHALL BE MADE ACCESSIBLE EVEN IF THE TOTAL NUMBER EXCEEDS 2 PERCENT. WHEN ASSIGNED PARKING IS PROVIDED, SIGNAGE AS REQUIRED BY SECTION 1109A.8.8 SHALL NOT BE REQUIRED. 1109A.5 UNASSIGNED AND VISITOR PARKING SPACES. WHEN PARKING IS PROVIDED FOR COVERED MULTIFAMILY DWELLINGS AND IS NOT ASSIGNED TO A RESIDENT OR A GROUP OF RESIDENTS AT LEAST 5 PERCENT OF THE PARKING SPACES SHALL BE ACCESSIBLE AND PROVIDE ACCESS TO GRADE-LEVEL ENTRANCES OF COVERED MULTIFAMILY DWELLINGS AND FACILITIES (E.G., SWIMMING POOLS, CLUB HOUSES, RECREATION AREAS, AND LAUNDRY ROOMS) THAT SERVE COVERED MULTIFAMILY DWELLINGS. ACCESSIBLE PARKING SPACES SHALL BE PROVIDED WITH SIGNAGE AS REQUIRED BY SECTION 1109A.8.8. SUCH SIGNAGE SHALL NOT BE BLOCKED FROM VIEW BY A VEHICLE PARKED IN THE SPACE. 1109A.6 REQUESTS FOR ACCESSIBLE PARKING SPACES. WHEN ASSIGNED PARKING IS PROVIDED, DESIGNATED ACCESSIBLE PARKING FOR THE DWELLING UNIT SHALL BE PROVIDED ON REQUEST OF RESIDENTS WITH DISABILITIES ON THE SAME TERMS AND WITH THE FULL RANGE OF CHOICES (E.G., OFF-STREET PARKING, CARPORT OR GARAGE) THAT ARE AVAILABLE FOR OTHER RESIDENTS. 1109A.7 LOCATION OF ACCESSIBLE PARKING SPACES. THE LOCATION OF ACCESSIBLE PARKING SPACES SHALL COMPLY WITH THE FOLLOWING: 1. ACCESSIBLE PARKING SPACES SHALL BE LOCATED ON THE SHORTEST POSSIBLE ACCESSIBLE ROUTE TO AN ACCESSIBLE BUILDING, OR COVERED MULTIFAMILY DWELLING UNIT ENTRANCE. ALL VAN ACCESSIBLE SPACES MAY BE GROUPED ON ONE LEVEL OF A MULTILEVEL PARKING FACILITY. 2. WHEN PARKING FACILITIES ARE LOCATED ADJACENT TO A BUILDING WITH MULTIPLE ACCESSIBLE ENTRANCES, ACCESSIBLE PARKING SPACES SHALL BE DISPERSED AND LOCATED NEAR THE ACCESSIBLE BUILDING ENTRANCES. 3. WHEN PRACTICAL, THE ACCESSIBLE ROUTE SHALL NOT CROSS LANES FOR VEHICULAR TRAFFIC. WHEN CROSSING VEHICLE TRAFFIC LANES IS NECESSARY, THE ACCESSIBLE ROUTE SHALL BE DESIGNATED AND MARKED AS A CROSSWALK. 4. PARKING FACILITIES THAT DO NOT SERVE A PARTICULAR BUILDING SHALL HAVE ACCESSIBLE PARKING SPACES LOCATED ON THE SHORTEST POSSIBLE ACCESSIBLE ROUTE TO AN ACCESSIBLE PEDESTRIAN ENTRANCE OF THE PARKING FACILITY. 5. ACCESSIBLE PARKING SPACES SHALL BE LOCATED SO THAT PERSONS WITH DISABILITIES ARE NOT COMPELLED TO WHEEL OR WALK BEHIND PARKED CARS OTHER THAN THEIR OWN. EXCEPTION: WHEN THE ENFORCEMENT AGENCY DETERMINES THAT COMPLIANCE WITH THIS SECTION OR PROVIDING EQUIVALENT FACILITATION WOULD CREATE AN UNREASONABLE HARDSHIP, PARKING SPACES MAY BE PROVIDED WHICH WOULD REQUIRE A PERSON WITH PHYSICAL DISABILITIES TO WHEEL OR WALK BEHIND OTHER THAN ACCESSIBLE PARKING SPACES. 1109A.8 DESIGN AND CONSTRUCTION. ACCESSIBLE PARKING REQUIRED BY THIS SECTION SHALL BE DESIGNED AND CONSTRUCTED IN ACCORDANCE WITH SECTION 1109A. 1109A.8.1 VERTICAL CLEARANCES. ALL ENTRANCES, EXITS AND VEHICULAR PASSAGEWAYS TO AND FROM REQUIRED ACCESSIBLE PARKING SPACES WITHIN PARKING FACILITIES, SHALL HAVE A MINIMUM VERTICAL CLEARANCE OF 8 FEET 2 INCHES (2489 MM) FROM THE FLOOR TO THE LOWEST PROJECTION OF THE CEILING. REFLECTIVE WARNING SIGNS COMPLYING WITH CHAPTER 11 B FOR CHARACTER HEIGHT SHALL BE INSTALLED AT TRANSITIONS FROM THE 8 FEET 2 INCH CEILING TO LOWER CEILING HEIGHTS IN VEHICULAR PASSAGE WAYS IN THE SAME PARKING LEVEL. SEC. 1109A PARKING FACILITIES - NO PARKING NO PARK I N G typ. pavement symbol per section 1109A.8.8 wheel stop stripes at 36 inches on center 70 sq. inches accessibility sign per section 1109A.8.8 (see accessibility sign figure) FIGURE 11A-2A DOUBLE PARKING STALLS FIGURE 11A-2B SINGLE AND VAN ACCESSIBLE PARKING STALLS FIGURE 11A-2C DIAGONAL PARKING STALLS 9'-0" MIN9'-0" MIN 5' min. at typical accessible parking stall 8' min. at van accessible parking stall pedestrian route NO PARKING 9'-0" MIN pedestrian route within the loading and unloading access aisle paint the words "NO PARKING" in 12" high letters min. dimension to centerline of stripe typical as required by local jurisdiction 18 ' - 0 " M I N 18 ' - 0 " M I N 18 ' - 0 " M I N S T A L L D E P T H 3' - 0 " MI N CL E A R 3' - 0 " MI N CL E A R 9'-0" M I N STAL L W I D T H typ. pavement symbol per section 1109A.8.8 wheel stop stripes at 36 inches on center 70 sq. inches accessibility sign per section 1109A.8.8 (see accessibility sign figure) 5' min. at typical accessible parking stall 8' min. at van accessible parking stall within the loading and unloading access aisle paint the words "NO PARKING" in 12" high letters min. dimension to centerline of stripe typical 4' - 0 " M I N CL E A R pedestrian route RESERVED PARKING VAN ACCESSIBLE PARKING STALL ACCESSIBILITY SIGN 80 " m i n a b o v e p a r k i n g s u r f a c e wh e n p o s t m o u n t e d 36 " m i n " a b o v e p a r k i n g s u r f a c e wh e n w a l l m o u n t e d MINIMUM FINE $250 posted minimum fine posted van accessible international symbol of accessibility parking surface SECTION 1113A WALKS AND SIDEWALKS ON AN ACCESSIBLE ROUTE 1113A.1 WIDTH AND CONTINUOUS SURFACE. WALKS AND SIDEWALKS SUBJECT TO THIS CHAPTER SHALL HAVE A CONTINUOUS COMMON SURFACE, NOT INTERRUPTED BY STEPS OR BY ABRUPT CHANGES IN LEVEL EXCEEDING 1/2 INCH (12.7 MM). (SEE SECTION 1111A). 1113A.1.1 WIDTH. WALKS AND SIDEWALKS SHALL BE A MINIMUM OF 48 INCHES ( 1219 MM) IN WIDTH, EXCEPT THAT WALKS SERVING AN INDIVIDUAL DWELLING UNIT IN COVERED MULTIFAMILY BUILDINGS MAY BE REDUCED TO 36 INCHES (914 MM) IN CLEAR WIDTH EXCEPT AT DOORS. 1113A.1.2 SURFACES. SURFACES SHALL BE SLIP-RESISTANT AS FOLLOWS: 1. SURFACES WITH A SLOPE OF LESS THAN 6 PERCENT GRADIENT SHALL BE AT LEAST AS SLIP-RESISTANT AS THAT DESCRIBED AS A MEDIUM SALTED FINISH. 2. SURFACES WITH A SLOPE OF 6 PERCENT OR GREATER GRADIENT SHALL BE SLIP-RESISTANT. 1113A.1.3 SURFACE CROSS SLOPES. SURFACE CROSS SLOPES SHALL NOT EXCEED 1/4 INCH (6.35 MM) PER FOOT (2.083-PERCENT SLOPE) EXCEPT WHEN THE ENFORCING AGENCY FINDS THAT DUE TO LOCAL CONDITIONS IT CREATES AN UNREASONABLE HARDSHIP, THE CROSS SLOPE MAY BE INCREASED TO A MAXIMUM OF 1/2 INCH ( 12.7 MM) PER FOOT ( 4.2-PERCENT SLOPE) FOR DISTANCES NOT TO EXCEED 20 FEET (6096 MM). 1113A.2 WALKS WITH CONTINUOUS GRADIENTS. ALL WALKS ON AN ACCESSIBLE ROUTE WITH CONTINUOUS GRADIENTS SHALL HAVE LEVEL AREAS AT LEAST 60 INCHES ( 1524 MM) IN LENGTH AT INTERVALS OF AT LEAST EVERY 400FEET (122M). 1113A.3 FIVE PERCENT GRADIENT. WHEN THE SLOPE IN THE DIRECTION OF TRAVEL OF ANY WALK ON AN ACCESSIBLE ROUTE EXCEEDS 1 UNIT VERTICAL IN 20 UNITS HORIZONTAL ( 5-PERCENT SLOPE), IT SHALL COMPLY WITH THE RAMP PROVISIONS OF SECTION 1114A. 1113A.4 LEVEL AREAS. WALKS ON AN ACCESSIBLE ROUTE SHALL BE PROVIDED WITH A LEVEL AREA NOT LESS THAN 60 INCHES BY 60 INCHES (1524 MM BY 1524 MM) AT A DOOR OR GATE THAT SWINGS TOWARD THE WALK, AND NOT LESS THAN 48 INCHES WIDE BY 44 INCHES (1219 MM BY 1118 MM) DEEP AT A DOOR OR GATE THAT SWINGS AWAY FROM THE WALK. SEE SECTION 1126A.3.2 FOR STRIKE EDGE MANEUVERING SPACE AT DOORS OR GATES. 1113A.5 SMOOTH SURFACE. THE BOTTOM 10 INCHES (254 MM) OF ALL DOORS AND/OR GATES EXCEPT AUTOMATIC AND SLIDING DOORS OR GATES SHALL HAVE A SMOOTH, UNINTERRUPTED SURFACE TO ALLOW THE DOOR OR GATE TO BE OPENED BY A WHEELCHAIR FOOTREST WITHOUT CREATING A TRAP OR HAZARDOUS CONDITION. WHERE NARROW FRAME DOORS ARE USED, A 1 0-INCH (254 MM) HIGH SMOOTH PANEL SHALL BE INSTALLED ON THE PUSH SIDE OF THE DOOR, WHICH WILL ALLOW THE DOOR TO BE OPENED BY A WHEELCHAIR FOOTREST WITHOUT CREATING A TRAP OR HAZARDOUS CONDITION. SEC. 1113A WALKS AND SIDEWALKS ON AN ACCESS - CHAPTER 11A HOUSING ACCESSIBILITY DIVISION I APPLICATION, GENERAL PROVISIONS, AND DEFINITION DIVISION I TABLE OF CONTENTS SECTION 1101A APPLICATION (see detail XX this sheet) SECTION 1102A BUILDING ACCESSIBILITY (see detail XX this sheet) SECTION 1103A DESIGN AND CONSTRUCTION (see detail XX this sheet) SECTION 1104A COVERED MULTIFAMILY DWELLINGS (see detail XX this sheet) SECTION 1105A GARAGES, CARPORTS AND PARKING FACILITIES (see detail XX this sheet) SECTION 1106A SITE AND BUILDING CHARACTERISTICS (see detail XX this sheet) SECTION 1107A DEFINITIONS (see detail XX this sheet) NOTE: DWELLING UNITS CONSTRUCTED AS SENIOR CITIZEN HOUSING MAY ALSO BE SUBJECT TO THE UNRUH CIVIL RIGHTS ACT. REFER TO DIVISION I, PART 2 OF THE CALIFORNIA CIVIL CODE. FOR ADDITIONAL INFORMATION REGARDING APPLICATION, INTERPRETATION AND ENFORCEMENT, CONTACT THE CALIFORNIA DEPARTMENT OF FAIR EMPLOYMENT AND HOUSING. CHAPTER 11A DIVISION I - CHAPTER 11A DIVISION II - CHAPTER 11A HOUSING ACCESSIBILITY DIVISION II EXTERIOR FACILITIES NOTE:1.FOR PUBLIC USE FACILITIES, SEE CHAPTER 11B OF THIS CODE; SHEET SERIES XXX. 2.FOR CHAPTER 11A DIVISION I, APPLICATION AND GENERAL PROVISIONS, SECTIONS 1101A THROUGH 1107,SEE SHEET XXX. 3.FOR CHAPTER 11A DIVISION II, EXTERIOR FACILITIES, SECTIONS 1108A THROUGH 1116, SEE SHEETS XXX AND XXX. FOR THE APPLICATION OF EXTERIOR FACILITY FEATURES SEE THE CIVIL AND LANDSCAPE DOCUMENTS PREPARED BY OTHERS UNLESS FEATURES ARE SPECIFICALLY DOCUMENTED WITHIN A STRUCTURE DOCUMENTED BY ARCHITECTS ORANGE 4.FOR CHAPTER 11A DIVISION III, COMMON USE FACILITIES, SECTION 1127A, SEE SHEETS XXX AND XXX. 5.FOR CHAPTER 11A DIVISION III, BUILDING FEATURES, SECTIONS 1117A THROUGH 1126A, SEE SHEETS XXX AND XXX. 6.FOR CHAPTER 11A DIVISION IV DWELLING UNIT FEATURES, SECTIONS 1128A THROUGH 1136A, SEE SHEETS XXX. 7.FOR CHAPTER 11A DIVISION V, FEATURES COMMON TO EXTERIOR AND INTERIOR OF BUILDINGS, SECTIONS 1137A THROUGH 1143A, SEE SHEETS XXX. DIVISION II TABLE OF CONTENTS SECTION 11 08A GENERAL REQUIREMENTS FOR ACCESSIBLE PARKING AND EXTERIOR ROUTES OF TRAVEL (see detail XX this sheet) SECTION 1109A PARKING FACILITIES (see detail XX this sheet) SECTION 1110A EXTERIOR ROUTES OF TRAVEL (see detail XX this sheet) SECTION 1111A CHANGES IN LEVEL ON ACCESSIBLE ROUTES (see detail XX this sheet) SECTION 1112A CURB RAMPS ON ACCESSIBLE ROUTES (see detail XX this sheet) SECTION 1113A WALKS AND SIDEWALKS ON AN ACCESSIBLE ROUTE (see detail XX / XXX) SECTION 1114A EXTERIOR RAMPS AND LANDINGS ON ACCESSIBLE ROUTES (see detail XX / XXX) SECTION 1115A EXTERIOR STAIRWAYS (see detail XX / XXX) SECTION 1116A HAZARDS ON ACCESSIBLE ROUTES (see detail XX / XXX) SEC. 1117A GENERAL REQUIREMENTS FOR ACCESS - SECTION 1117A GENERAL REQUIREMENTS FOR ACCESSIBLE ENTRANCES, EXITS, INTERIOR ROUTES OF TRAVEL AND FACILITY ACCESSIBILITY NOTE:IN ADDITION TO PROVISIONS OF THIS DIVISION, INTERIOR ROUTES OF TRAVEL THAT PROVIDE ACCESS TO, OR EGRESS FROM, BUILDINGS FOR PERSONS WITH DISABILITIES SHALL ALSO COMPLY WITH CBC CHAPTER 10. 1117A.1 GENERAL. WHEN BUILDINGS ARE REQUIRED TO BE ACCESSIBLE, BUILDING FACILITIES SHALL BE ACCESSIBLE AS PROVIDED IN THIS DIVISION. WHERE SPECIFIC FLOORS OF A BUILDING ARE REQUIRED TO BE ACCESSIBLE, THE REQUIREMENTS OF THIS DIVISION SHALL APPLY ONLY TO THE FACILITIES LOCATED ON ACCESSIBLE FLOORS. 1117A.2 PRIMARY ENTRANCES AND EXTERIOR EXIT DOORS. ALL PRIMARY ENTRANCES AND EXTERIOR GROUND FLOOR EXIT DOORS TO BUILDINGS AND FACILITIES ON ACCESSIBLE ROUTES SHALL BE ACCESSIBLE TO PERSONS WITH DISABILITIES. 1117A.3 SEPARATE DWELLING UNIT ENTRANCES. WHEN A GROUND FLOOR DWELLING UNIT OF A BUILDING HAS A SEPARATE ENTRANCE, EACH SUCH GROUND-FLOOR DWELLING UNIT SHALL BE SERVED BY AN ACCESSIBLE ROUTE, EXCEPT WHERE THE TERRAIN OR UNUSUAL CHARACTERISTICS OF THE SITE PROHIBIT AN ACCESSIBLE ROUTE (SEE CBC SECTION 1150AFOR SITE IMPRACTICALITY TESTS). 1117A.4 MULTIPLE ENTRANCES. ONLY ONE ENTRANCE TO COVERED MULTIFAMILY BUILDINGS IS REQUIRED TO BE ACCESSIBLE TO ANY ONE GROUND FLOOR OF A BUILDING, EXCEPT IN CASES WHERE AN INDIVIDUAL DWELLING UNIT HAS A SEPARATE EXTERIOR ENTRANCE. WHERE THE BUILDING CONTAINS CLUSTERS OF DWELLING UNITS WITH EACH CLUSTER SHARING A DIFFERENT EXTERIOR ENTRANCE, MORE THAN ONE ENTRANCE MAY BE REQUIRED TO BE ACCESSIBLE, AS DETERMINED BY ANALYSIS OF THE SITE. IN EVERY CASE, THE ACCESSIBLE ENTRANCE SHALL BE ON AN ACCESSIBLE ROUTE TO THE COVERED DWELLING UNITS IT SERVES. SEC. 1110A EXTERIOR ROUTES OF TRAVEL - SECTION 1110A EXTERIOR ROUTES OF TRAVEL 1110A.1 EXTERIOR ACCESSIBLE ROUTE. WHEN A BUILDING OR PORTION OF A BUILDING IS REQUIRED TO BE ACCESSIBLE OR ADAPTABLE, AN ACCESSIBLE ROUTE SHALL BE PROVIDED TO ALL PORTIONS OF THE BUILDING, ACCESSIBLE BUILDING ENTRANCES AND BETWEEN THE BUILDING AND THE PUBLIC WAY. THE ACCESSIBLE ROUTE SHALL BE THE MOST PRACTICAL DIRECT ROUTE AND TO THE MAXIMUM EXTENT FEASIBLE, COINCIDE WITH THE ROUTE FOR THE GENERAL PUBLIC AND BUILDING RESIDENTS. EXTERIOR ACCESSIBLE ROUTES SHALL BE PROVIDED AS FOLLOWS: 1. WHERE MORE THAN ONE ROUTE OF TRAVEL IS PROVIDED, ALL ROUTES SHALL BE ACCESSIBLE. 2. AT LEAST ONE ACCESSIBLE ROUTE WITHIN THE BOUNDARY OF THE SITE SHALL BE PROVIDED FROM PUBLIC TRANSPORTATION STOPS, ACCESSIBLE PARKING AND ACCESSIBLE PASSENGER LOADING AND UNLOADING ZONES, AND PUBLIC STREETS OR SIDEWALKS TO THE ACCESSIBLE BUILDING ENTRANCE THEY SERVE. 3. AT LEAST ONE ACCESSIBLE ROUTE SHALL CONNECT ACCESSIBLE BUILDINGS, FACILITIES, ELEMENTS AND SPACES THAT ARE ON THE SAME SITE. ACCESSIBLE ROUTES SHALL BE PROVIDED BETWEEN ACCESSIBLE BUILDINGS AND ACCESSIBLE SITE FACILITIES WHEN MORE THAN ONE BUILDING OR FACILITY IS LOCATED ON A SITE. 4. AT LEAST ONE ACCESSIBLE ROUTE SHALL CONNECT ACCESSIBLE BUILDING OR FACILITY ENTRANCES WITH ALL ACCESSIBLE SPACES, ELEMENTS, AND COVERED MULTIFAMILY DWELLING UNITS. 5. AN ACCESSIBLE ROUTE SHALL CONNECT AT LEAST ONE ACCESSIBLE ENTRANCE OF EACH COVERED MULTIFAMILY DWELLING UNIT WITH EXTERIOR SPACES AND FACILITIES THAT SERVE THE DWELLING UNIT. 6. WHERE ELEVATORS ARE PROVIDED FOR VERTICAL ACCESS, ALL ELEVATORS SHALL BE ACCESSIBLE. SEE SECTION 1124A. NOTE: IF THE SLOPE OF THE FINISHED GRADE BETWEEN COVERED MULTIFAMILY DWELLINGS AND A PUBLIC USE OR COMMON USE FACILITY (INCLUDING PARKING) EXCEEDS 1 UNIT VERTICAL IN 12 UNITS HORIZONTAL (8.33-PERCENT SLOPE), OR WHERE OTHER PHYSICAL BARRIERS (NATURAL OR ARTIFICIAL)OR LEGAL RESTRICTIONS, ALL OF WHICH ARE OUTSIDE THE CONTROL OF THE OWNER, PREVENT THE INSTALLATION OF AN ACCESSIBLE ROUTE, AN ACCEPTABLE ALTERNATIVE IS TO PROVIDE ACCESS BY A VEHICULAR ROUTE, PROVIDED: 1. THERE IS ACCESSIBLE PARKING ON AN ACCESSIBLE ROUTE FOR AT LEAST 2 PERCENT OF THE COVERED MULTIFAMILY DWELLING UNITS, AND 2. NECESSARY SITE PROVISIONS SUCH AS PARKING SPACES AND CURB RAMPS ARE PROVIDED AT THE PUBLIC USE OR COMMON USE FACILITY. 1110A.2 SIGNS. AT EVERY PRIMARY PUBLIC ENTRANCE AND AT EVERY MAJOR JUNCTION WHERE THE ACCESSIBLE ROUTE DIVERGES FROM THE CIRCULATION PATH ALONG OR LEADING TO AN ACCESSIBLE ROUTE, ENTRANCE OR FACILITY, THERE SHALL BE A SIGN DISPLAYING THE "INTERNATIONAL SYMBOL OF ACCESSIBILITY." SIGNS SHALL INDICATE THE DIRECTION TO ACCESSIBLE BUILDING ENTRANCES AND FACILITIES AND SHALL COMPLY WITH THE REQUIREMENTS FOUND IN SECTION 1143A.2. FIGURE 11A - 1L PASSING METHODS FOR ACCESSIBLE ROUTE OVER 200 FEET 4' - 0 " M I N 5'-0" MIN 1524 5' - 0 " M I N 15 2 4 1' - 0 " MI N (b) passing space (a) minimum clear width (c) T-shaped space 5' - 0 " M I N 15 2 4 5'-0" MIN 1524 3' - 0 " M I N 91 4 2' - 0 " M I N 61 0 3'-0" MIN 914 1'-0" MIN 305 1'-0" MIN 305 1 2 3 45 6 7 810 9 32 2 N . H A R B O R B L V D . SA N T A A N A , C A 9 2 7 0 3 SHEET NUMBER 2 0 2 4 0 1 0 SHEET TITLE PROJECT NUMBER REVISIONS NO.DATE NO.DATE HANNOUCHE ARCHITECTS EXPRESSLY RESERVES ITS COMMON LAW COPYRIGHT AND OTHER PROPERTY RIGHTS INHERENT IN THESE PLANS. ALL DRAWINGS, ELECTRONIC FILES, FIELD NOTES AND ASSOCIATED DOCUMENTS ARE INSTRUMENTS OF SERVICE AND ARE THE PROPERTY OF HANNOUCHE ARCHITECTS. ALL INFORMATION CONTAINED IN THESE DRAWINGS, ELECTRONIC FILES, FIELD NOTES AND ASSOCIATED DOCUMENTS IS PROJECT SPECIFIC AND SHALL NOT BE REPRODUCED, DISCLOSED, CHANGED, COPIED, OR USED OTHERWISE IN ANY FORM OR MANNER WHATSOEVER, WITHOUT FIRST OBTAINING THE EXPRESSED WRITTEN PERMISSION AND CONSENT OF HANNOUCHE ARCHITECTS. HANNOUCHE ARCHITECT c 2021 HANNOUCHE ARCHITECTS 949.261.2070 SAMIR HANNOUCHE, ARCHITECT 20250 SW ACACIA ST. #145 NEWPORT BEACH, CA 92660 May 9, 2025 1 CORR 12/10/24 BLDG A CORR 3/18/25 OCFA 2 CORR 4/09/25 BLDG DATE SIGNED2 3 CORR 5/09/25 BLDG A0.11 SITE ACCESSIBLE NOTES DETAILS SCALE: N/A SEC. 1112A CURB RAMPS ON ACCESSIBLE ROUTES - SECTION 1112A CURB RAMPS ON ACCESSIBLE ROUTES 1112A.1 GENERAL.CURB RAMPS WITHIN THE BOUNDARY OF THE SITE SHALL BE CONSTRUCTED AT EACH CORNER OF STREET INTERSECTIONS AND WHERE A PEDESTRIAN WAY CROSSES A CURB. THE PREFERRED AND RECOMMENDED LOCATION FOR CURB RAMPS IS IN THE CENTER OF THE CROSSWALK OF EACH STREET CORNER. WHERE IT IS NECESSARY TO LOCATE A CURB RAMP IN THE CENTER OF THE CURB RETURN, THE STREET SURFACES SHALL BE MARKED TO IDENTIFY PEDESTRIAN CROSSWALKS, AND THE LOWER END OF THE CURB RAMP SHALL TERMINATE WITHIN SUCH CROSSWALK AREAS. CURB RAMPS DO NOT REQUIRE HANDRAILS. 1112A.2 OBSTRUCTIONS. CURB RAMPS SHALL BE LOCATED OR PROTECTED TO PREVENT OBSTRUCTION BY PARKED CARS. BUILT-UP CURB RAMPS SHALL BE LOCATED SO THAT THEY DO NOT PROJECT INTO VEHICULAR TRAFFIC LANES, PARKING SPACES, OR THE ADJACENT LOADING AND UNLOADING ACCESS AISLE. 1112A.3 WIDTH OF CURB RAMPS. CURB RAMPS SHALL BE A MINIMUM OF 48 INCHES ( 1219 MM) IN WIDTH. 1112A.4 DIAGONAL CURB RAMPS. IF DIAGONAL (OR CORNER-TYPE) CURB RAMPS HAVE RETURNED CURBS OR OTHER WELL-DEFINED EDGES, SUCH EDGES SHALL BE PARALLEL TO THE DIRECTION OF PEDESTRIAN FLOW. THE BOTTOM OF DIAGONAL CURB RAMPS SHALL HAVE A 48-INCH ( 1219 MM) MINIMUM CLEAR SPACE AS SHOWN IN FIGURES 11A-3A THROUGH 11A-3L. IF DIAGONAL CURB RAMPS ARE PROVIDED AT MARKED CROSSINGS, THE 48-INCH (1219 MM) CLEAR SPACE SHALL BE WITHIN THE MARKINGS (SEE FIGURES 11A-3A THROUGH 11A3L).IF DIAGONAL CURB RAMPS HAVE FLARED SIDES, THEY SHALL ALSO HAVE AT LEAST A 24-INCH-LONG (610 MM) SEGMENT OF STRAIGHT CURB LOCATED ON EACH SIDE OF THE CURB RAMP AND WITHIN THE MARKED CROSSING. SEE FIGURES 11A-3A THROUGH 11A-3L. 1112A.5 SLOPE OF CURB RAMPS. THE SLOPE OF CURB RAMPS SHALL NOT EXCEED 1 UNIT VERTICAL TO 12 UNITS HORIZONTAL (8.33-PERCENT SLOPE) AND SHALL LIE, GENERALLY, IN A SINGLE SLOPED PLANE. TRANSITIONS FROM RAMPS TO WALKS, GUTTERS OR STREETS SHALL BE FLUSH AND FREE OF ABRUPT CHANGES. MAXIMUM SLOPES OF ADJOINING GUTTERS, ROAD SURFACE IMMEDIATELY ADJACENT TO THE CURB RAMP, OR ACCESSIBLE ROUTE SHALL NOT EXCEED 1 UNIT VERTICAL TO 20 UNITS HORIZONTAL (5-PERCENT SLOPE) WITHIN 4 FEET ( 1219 MM) OF THE TOP AND BOTTOM OF THE CURB RAMP. IF A CURB RAMP IS LOCATED WHERE PEDESTRIANS MUST WALK ACROSS THE RAMP, THEN IT SHALL HAVE FLARED SIDES; THE MAXIMUM SLOPE OF THE FLARE SHALL BE I UNIT VERTICAL IN 10 UNITS HORIZONTAL (10-PERCENT SLOPE). CURB RAMPS WITH RETURNED CURBS MAY BE USED WHERE PEDESTRIANS WOULD NOT NORMALLY WALK ACROSS THE RAMP. SEE FIGURES 11A-3A THROUGH 11A-3L. 1112A.6 LEVEL LANDING. A LEVEL LANDING 48 INCHES ( 1219 MM) DEEP SHALL BE PROVIDED AT THE UPPER END OF EACH CURB RAMP OVER ITS FULL WIDTH TO PERMIT SAFE EGRESS FROM THE RAMP SURFACE, OR THE SLOPE OF THE FANNED OR FLARED SIDES OF THE CURB RAMP, SHALL NOT EXCEED 1 UNIT VERTICAL TO 12 UNITS HORIZONTAL (8.33-PERCENT SLOPE). 1112A.7 FINISH. THE SURFACE OF EACH CURB RAMP AND ITS FLARED SIDES SHALL BE STABLE, FIRM AND SLIP-RESISTANT AND SHALL BE OF CONTRASTING FINISH FROM THAT OF THE ADJACENT SIDEWALK. 1112A.8 BORDER. ALL CURB RAMPS SHALL HAVE A GROOVED BORDER 12 INCHES ( 305 MM) WIDE AT THE LEVEL SURFACE OF THE SIDEWALK ALONG THE TOP AND EACH SIDE APPROXIMATELY 314 INCH (19 MM) ON CENTER. ALL CURB RAMPS CONSTRUCTED BETWEEN THE FACE OF THE CURB AND THE STREET SHALL HAVE A GROOVED BORDER AT THE LEVEL SURFACE OF THE SIDEWALK. SEE FIGURES 11A-3A THROUGH 11A-3K. 1.DOME SIZE. TRUNCATED DOMES IN A DETECTABLE WARNING SURFACE SHALL HAVE A BASE DIAMETER OF 0.9 INCH (22.9 MM) MINIMUM AND 0.92 INCH (23.4 MM) MAXIMUM, A TOP DIAMETER OF 0.45 INCH (11.4 MM) MINIMUM AND 0.47 INCH (11.9 MM) MAXIMUM, AND A HEIGHT OF 0.18 INCH (4.6 MM) MINIMUM AND 0.22 INCH (5.6 MM) MAXIMUM. 2.DOME SPACING. TRUNCATED DOMES IN A DETECTABLE WARNING SURFACE SHALL HAVE A CENTER-TO-CENTER SPACING OF 2.3 INCHES (58 MM) MINIMUM AND 2.4 INCHES (61 MM) MAXIMUM, AND A BASE-TO-BASE SPACING OF 0.65 INCH (16.5 MM) MINIMUM, MEASURED BETWEEN THE MOST ADJACENT DOMES ON A SQUARE GRID. EXCEPTION: WHERE INSTALLED IN A RADIAL PATTERN, TRUNCATED DOMES SHALL HAVE A CENTER-TO-CENTER SPACING OF 1.6 INCHES (41 MM) MINIMUM TO 2.4 INCHES (61 MM) MAXIMUM. 3.CONTRAST. DETECTABLE WARNING SURFACES SHALL CONTRAST VISUALLY WITH ADJACENT WALKING SURFACES EITHER LIGHT-ON-DARK, OR DARK-ON-LIGHT. THE MATERIAL USED TO PROVIDE CONTRAST SHALL BE AN INTEGRAL PART OF THE SURFACE. CONTRAST SHALL BE DETERMINED BY: CONTRAST= [(B1-B2)/B1] X 100 PERCENT WHERE B1 = LIGHT REFLECTANCE VALUE (LRV) OF THE LIGHTER AREA AND B2 = LIGHT REFLECTANCE VALUE (LRV) OF THE DARKER AREA. EXCEPTION: WHERE THE DETECTABLE WARNING SURFACE DOES NOT ADEQUATELY CONTRAST WITH ADJACENT SURFACES, A 1 INCH (25 MM) WIDE BLACK STRIP SHALL SEPARATE YELLOW DETECTABLE WARNING FROM ADJACENT SURFACES. 4.RESILIENCY. DETECTABLE WARNING SURFACES SHALL DIFFER FROM ADJOINING SURFACES IN RESILIENCY OR SOUND-ON-CANE CONTACT. EXCEPTION: DETECTABLE WARNING SURFACES AT CURB RAMPS, ISLANDS OR CUT-THROUGH MEDIANS SHALL NOT BE REQUIRED TO COMPLY WITH SECTION 1112A.9.1.4. 5.COLOR. DETECTABLE WARNING SURFACES SHALL BE YELLOW CONFORMING TO FS 33538 OF FEDERAL STANDARD 595C. EXCEPTION: DETECTABLE WARNING SURFACES AT CURB RAMPS, ISLANDS OR CUT-THROUGH MEDIANS SHALL NOT BE REQUIRED TO COMPLY WITH SECTION 1112A.9.1.5. 1112A.9.2 LOCATIONS. DETECTABLE WARNINGS AT THE FOLLOWING LOCATIONS SHALL COMPLY WITH SECTION 1112A.9.1 1.PLATFORM EDGES. DETECTABLE WARNING SURFACES AT PLATFORM BOARDING EDGES SHALL BE 24 INCHES (610 MM) WIDE AND SHALL EXTEND THE FULL LENGTH OF THE PUBLIC USE AREAS OF THE PLATFORM. 2.CURB RAMPS. DETECTABLE WARNINGS AT CURB RAMPS SHALL EXTEND 36 INCHES (914 MM) IN THE DIRECTION OF TRAVEL. DETECTABLE WARNINGS SHALL EXTEND THE FULL WIDTH OF THE RAMP RUN EXCLUDING ANY FLARED SIDES. DETECTABLE WARNINGS SHALL BE LOCATED SO THE EDGE NEAREST THE CURB IS 6 INCHES (152 MM) MINIMUM AND 8 INCHES (203 MM) MAXIMUM FROM THE LINE AT THE FACE OF THE CURB MARKING THE TRANSITION BETWEEN THE CURB AND THE GUTTER, STREET OR HIGHWAY. EXCEPTION: ON PARALLEL CURB RAMPS, DETECTABLE WARNINGS SHALL BE PLACED ON THE TURNING SPACE AT THE FLUSH TRANSITION BETWEEN THE STREET AND SIDEWALK. 3.ISLANDS OR CUT-THROUGH MEDIANS. DETECTABLE WARNINGS AT PEDESTRIAN ISLANDS OR CUT THROUGH MEDIANS SHALL BE 36 INCHES (914 MM) MINIMUM IN DEPTH EXTENDING THE FULL WIDTH OF THE PEDESTRIAN PATH OR CUT-THROUGH, PLACED AT THE EDGES OF THE PEDESTRIAN ISLAND OR CUT-THROUGH MEDIAN, AND SHALL BE SEPARATED BY 24 INCHES (610 MM) MINIMUM OF WALKING SURFACE WITHOUT DETECTABLE WARNINGS. EXCEPTION: DETECTABLE WARNINGS SHALL BE 24 INCHES (610 MM) MINIMUM IN DEPTH AT PEDESTRIAN ISLANDS OR CUT-THROUGH MEDIANS THAT ARE LESS THAN 96 INCHES (2438 MM) IN LENGTH IN THE DIRECTION OF PEDESTRIAN TRAVEL. 4.BUS STOPS. WHEN DETECTABLE WARNINGS ARE PROVIDED AT BUS STOP PADS, IT SHALL BE 36 INCHES (914 MM) IN WIDTH. 5.HAZARDOUS VEHICULAR AREAS. DETECTABLE WARNINGS AT HAZARDOUS VEHICULAR AREAS SHALL BE 36 INCHES (914 MM) IN WIDTH. 6.REFLECTING POOLS. WHEN DETECTABLE WARNINGS ARE PROVIDED AT REFLECTING POOLS, IT SHALL BE 24 INCHES (610 MM) MINIMUM AND 36 INCHES (914 MM) MAXIMUM IN WIDTH. 7.TRACK CROSSINGS. DETECTABLE WARNINGS AT TRACK CROSSINGS SHALL BE 36 INCHES (914 MM) IN THE DIRECTION OF PEDESTRIAN TRAVEL AND EXTEND THE FULL WIDTH OF THE CIRCULATION PATH. 1112A.9.3 DETECTABLE DIRECTIONAL TEXTURE. DETECTABLE DIRECTIONAL TEXTURE AT TRANSIT BOARDING PLATFORMS SHALL COMPLY WITH FIGURE 1112A.9.3 AND SHALL BE 0.1 INCH (2.5 MM) IN HEIGHT THAT TAPERS OFF TO 0.04 INCH (1.0 MM), WITH BARS RAISED 0.2 INCH (5.1 MM) FROM THE SURFACE. THE RAISED BARS SHALL BE 1.3 INCHES (33 MM) WIDE AND 3 INCHES (76 MM) FROM CENTER-TOCENTER OF EACH BAR. THIS SURFACE SHALL DIFFER FROM ADJOINING WALKING SURFACES IN RESILIENCY OR SOUND-ON-CANE CONTACT. THE COLOR SHALL BE YELLOW CONFORMING TO FEDERAL COLOR NO. 33538. THIS SURFACE WILL BE PLACED DIRECTLY BEHIND THE YELLOW DETECTABLE WARNING TEXTURE SPECIFIED IN SECTION 11 B705.1.2.1, ALIGNING WITH ALL DOORS OF THE TRANSIT VEHICLES WHERE PASSENGERS WILL EMBARK. THE WIDTH OF THE DIRECTIONAL TEXTURE SHALL BE EQUAL TO THE WIDTH OF THE TRANSIT VEHICLE'S DOOR OPENING. THE DEPTH OF THE TEXTURE SHALL NOT BE LESS THAN 36 INCHES (914 MM). 1112A.9.4 PRODUCT APPROVAL. ONLY APPROVED DSA-AC DETECTABLE WARNING PRODUCTS AND DIRECTIONAL SURFACES SHALL BE INSTALLED AS PROVIDED IN THE CALIFORNIA CODE OF REGULATIONS (CCR), TITLE 24, PART 1, CHAPTER 5, ARTICLES 2, 3 AND 4. REFER TO CCR TITLE 24, PART 12, CHAPTER 11B, SECTION 1211 B.205 FOR BUILDING AND FACILITY ACCESS SPECIFICATIONS FOR PRODUCT APPROVAL FOR DETECTABLE WARNING PRODUCTS AND DIRECTIONAL SURFACES. 4'-0" MIN < 5 ' - 0 " FIGURE 1112A.9.3 DETECTABLE DIRECTIONAL TEXTURE 9" * MI N 22 9 1- 1 / 2 " MI N 38 (a) elevation (enlarged) tapered edges where exposed 0. 2 " 5. 1 (b) plan * industry standard for overall bar length is 11-1/4" - 11-1/2" (286 mm-292 mm) 1- 1 / 2 " MI N 38 3" * MIN 229 1 1/2" MIN 38 1.3" 33 .9" 23 FIGURE 11A-3B CURB DETAIL FIGURE 11A-3A CURB DETAIL SECTION A-A 12" min border grooves at 3/4" o.c. refer to grooving detail 11A-3K 4" drain curb and gutter AAAA 4" drain8.33% max. FIGURE 11A-3C CURB DETAIL sidewalksidewalk 4'-0" MIN see grooving detail 11A-3K 8. 3 3 % m a x . 2% m a x 4' - 0 " M I N si d e w a l k B B SECTION B-B 8.33% max. 2% max. 4'-0" MIN sidewalk si d e w a l k crosswalk FIGURE 11A-D CURB DETAIL A cr o s s w a l k A full curb height 10% max slope at curb, typ. 8. 3 3 % ma x . 2% m a x 4' - 0 " MI N 4'-0" MIN 4'-0" MIN 8. 3 3 % ma x . 2% m a x 4' - 0 " M I N si d e w a l k A or B 2% m a x FIGURE 11A-3E CURB DETAIL FIGURE 11A-3F CURB DETAIL SIDEWALK LESS THAN 60" WIDE see grooving detail 11A-3K retaining curb if necessary at edge of sidewalk 10% max sidewalk see grooving detail 11A-3K 12 " front edge of sidewalk 2% m a x 8.33% max. 8.33% max. 2% m a x 2% max 8.33% max.4' - 0 " MI N C 4'-0" MIN 8. 3 3 % m a x . 2% m a x 4' - 0 " M I N si d e w a l k 2% m a x see grooving detail 11A-3K 4'-0" MIN 8. 3 3 % m a x . 2% m a x 4' - 0 " M I N si d e w a l k A or B planting area 12" min border grooves at 3/4" o.c. refer to grooving detail 11A-3K cr o s s w a l k crosswalk FIGURE 11A-3H CURB DETAIL 10% max slope at curb, typ. 4'-0 " MIN 4' - 0 " M I N 0" o r GR E A T E R 2% max 4'-0 " M I N 4'-0 " M I N A FIGURE 11A-3J CURB DETAIL 12" min border grooves at 3/4" o.c. refer to grooving detail 11A-3K front edge of sidewalk FIGURE 11A-3L CURB SECTIONS SECTION C FIGURE 11A-3K GROOVING DETAIL SECTION B (depress entire sidewalk as required) SECTION A 8.33% max. 2% max. 4'-0" MIN top of ramp 8.33% max. 2% max. 4'-0" MINtop of ramp 8.33% max. 2% max. 4'-0" MIN retaining curb if necessary 1/4" approx. 3/4" except approx. 1 1/2" on sloping portion of ramp 1/ 4 " 8. 3 3 % m a x . 2% m a x si d e w a l k 2% m a x 4'-0" MIN planting area front edge of sidewalk 10% max. slope at curb, typ. 2. 3 " - 2 . 4 " 58 - 6 1 2.3" - 2.4" 58 - 61 FIGURE 11A-1112A.9.1 SIZE AND SPACING OF TRUNCATED DOMES (a) elevation (enlarged) (b) plan 0. 1 8 " - 0 . 2 2 " 4. 6 - 5 . 6 .6 5 " MI N 16 . 5 1112A.9 DETECTABLE WARNINGS AND DETECTABLE DIRECTIONAL TEXTURE 1112A.9.1 DETECTABLE WARNINGS. DETECTABLE WARNINGS SHALL CONSIST OF A SURFACE OF TRUNCATED DOMES AND SHALL COMPLY WITH SECTION 1112A.9. top diameter of 0.45" - 0.47" 11.4 - 11.9 base diameter of 0.9" - 0.92" 22.9 - 23.4 ℄℄ ℄ ℄ 1 SEC. 1101A APPLICATION - SECTION 1101 APPLICATION 1101A.1 SCOPE. THE APPLICATION AND AUTHORITY OF THIS CHAPTER ARE IDENTIFIED AND REFERENCED IN CBC SECTIONS 1.8.2.1.2 AND 1102A FOR THE DEPARTMENT OF HOUSING AND COMMUNITY DEVELOPMENT. APPLICABLE SECTIONS ARE IDENTIFIED IN THE MATRIX ADOPTION TABLES OF THIS CODE UNDER THE ABBREVIATION HCD 1-AC.THE PROVISIONS OF THIS CHAPTER SHALL APPLY TO THE FOLLOWING: 1.ALL NEWLY-CONSTRUCTED COVERED MULTIFAMILY DWELLINGS. 2.NEW COMMON USE SPACES SERVING EXISTING COVERED MULTIFAMILY DWELLINGS. 3.ADDITIONS TO EXISTING BUILDINGS, WHERE THE ADDITION ALONE MEETS THE DEFINITION OF A COVERED MULTIFAMILY DWELLING. 4.COMMON-USE AREAS SERVING COVERED MULTIFAMILY DWELLINGS. 5.WHERE ANY PORTION OF A BUILDING'S EXTERIOR IS PRESERVED, BUT THE INTERIOR OF THE BUILDING IS REMOVED, INCLUDING ALL STRUCTURAL PORTIONS OF FLOORS AND CEILINGS, THE BUILDING IS CONSIDERED A NEW BUILDING FOR DETERMINING THE APPLICATION OF THIS CHAPTER. THESE BUILDING STANDARDS GENERALLY DO NOT APPLY TO PUBLIC ACCOMMODATIONS SUCH AS HOTELS AND MOTELS. PUBLIC USE AREAS, PUBLIC ACCOMMODATIONS, AND PUBLIC HOUSING AS DEFINED IN CHAPTER 2 OF THIS CODE ARE SUBJECT TO PROVISIONS OF THE DIVISION OF THE STATE ARCHITECT (DSA-AC) AND ARE REFERENCED IN SECTION 1.9.1.1. SEC. 1103A DESIGN AND CONSTRUCTION - SECTION 1103A DESIGN AND CONSTRUCTION 1103A.1 GENERAL. 1103A.1.1 WHEN BUILDINGS ARE REQUIRED TO BE ACCESSIBLE, THEY SHALL BE DESIGNED AND CONSTRUCTED AS PROVIDED IN THIS CHAPTER. NOTE: PUBLIC USE AREAS, PUBLIC ACCOMMODATIONS, AND PUBLIC HOUSING AS DEFINED IN CHAPTER 2 OF THIS CODE ARE SUBJECT TO PROVISIONS OF THE DIVISION OF THE STATE ARCHITECT (DSA-AC) AND ARE REFERENCED IN SECTION 1.9.1.1. SEC. 1104A COVERED MULTIFAMILY DWELLINGS - SECTION 1104A COVERED MULTIFAMILY DWELLINGS 1104A.1 GENERAL. ALL GROUND-FLOOR DWELLING UNITS IN NON-ELEVATOR BUILDINGS SHALL BE ADAPTABLE AND ON AN ACCESSIBLE ROUTE, UNLESS AN ACCESSIBLE ROUTE IS NOT REQUIRED AS DETERMINED BY SITE IMPRACTICALITY PROVISIONS IN SECTION 1150A. FOR BUILDINGS WITH ELEVATORS, SEE SECTION 1106A. MULTISTORY DWELLING UNITS SHALL COMPLY WITH SECTION 1102A.3. 1104A.2 GROUND FLOORS ABOVE GRADE. WHERE THE FIRST FLOOR CONTAINING DWELLING UNITS IN A BUILDING IS ABOVE GRADE, ALL UNITS ON THAT FLOOR SHALL BE SERVED BY AN ACCESSIBLE ROUTE. THIS FLOOR WILL BE CONSIDERED A GROUND FLOOR AND ALL DWELLING UNITS ARE CONSIDERED COVERED MULTIFAMILY DWELLING UNITS. EXCEPTION:CARRIAGE UNITS AS DEFINED IN CHAPTER 2 AND REGULATED ONLY BY THE DEPARTMENT OF HOUSING AND COMMUNITY DEVELOPMENT AS REFERENCED IN SECTION 1.8.2.1.2 MULTISTORY DWELLING UNITS SHALL COMPLY WITH SECTION 1102A.3. SECTION 1107A DEFINITIONS ALL DEFINITIONS ARE LOCATED IN CHAPTER 2 OF THE CALIFORNIA BUILDING CODE. SEC. 1107A DEFINITIONS -SEC. 1137A OTHER FEATURES AND FACILITIES - SECTION 1137A OTHER FEATURES AND FACILITIES 1137A.1 GENERAL. THIS DIVISION SHALL APPLY TO FEATURES AND FACILITIES OF COMMON USE AREAS ON ACCESSIBLE FLOORS OR SITES. NOTE:THE PROVISIONS IN THIS DIVISION ARE NOT APPLICABLE TO DWELLING UNITS, UNLESS OTHERWISE SPECIFIED. SEC. 1142A RECEPTACLE, SWITCH & CONTROL HGTS. - SECTION 1142A ELECTRICAL RECEPTACLE, SWITCH AND CONTROL HEIGHTS 1142A.1 RECEPTACLE HEIGHTS. ELECTRICAL RECEPTACLE OUTLETS ON BRANCH CIRCUITS OF 30 AMPERES OR LESS AND COMMUNICATION SYSTEM RECEPTACLES SHALL BE LOCATED NO MORE THAN 48 INCHES (1219 MM) MEASURED FROM THE TOP OF THE RECEPTACLE OUTLET BOX NOR LESS THAN 15 INCHES (381 MM) MEASURED FROM THE BOTTOM OF THE RECEPTACLE OUTLET BOX TO THE LEVEL OF THE FINISHED FLOOR OR WORKING PLATFORM. IF THE REACH IS OVER A PHYSICAL BARRIER OR AN OBSTRUCTION (FOR EXAMPLE, A KITCHEN BASE CABINET), RECEPTACLES SHALL BE LOCATED WITHIN THE REACH RANGES SPECIFIED IN SECTION 1138A.3 (see detail XX this sheet). PHYSICAL BARRIERS AND OBSTRUCTIONS SHALL NOT EXTEND MORE THAN 25 INCHES (635 MM) FROM THE WALL BENEATH THE RECEPTACLE. RECEPTACLE OUTLETS THAT DO NOT SATISFY THESE SPECIFICATIONS ARE ACCEPTABLE PROVIDED THAT COMPARABLE RECEPTACLE OUTLETS, THAT PERFORM THE SAME FUNCTIONS, ARE PROVIDED WITHIN THE SAME AREA AND ARE ACCESSIBLE. EXCEPTIONS: 1. RECEPTACLE OUTLETS INSTALLED AS PART OF PERMANENTLY INSTALLED BASEBOARD HEATERS ARE EXEMPT. 2. REQUIRED RECEPTACLE OUTLETS SHALL BE PERMITTED IN FLOORS WHEN ADJACENT TO SLIDING PANELS OR WALLS. 3. BASEBOARD ELECTRICAL OUTLETS USED IN RELOCATABLE PARTITIONS, WINDOW WALLS OR OTHER ELECTRICAL CONVENIENCE FLOOR OUTLETS ARE NOT SUBJECT TO THE MINIMUM HEIGHT REQUIREMENTS. 4. THIS SECTION SHALL NOT APPLY TO EXISTING BUILDINGS WHEN THE ENFORCING AGENCY DETERMINES THAT COMPLIANCE WITH THESE STANDARDS WOULD CREATE AN UNREASONABLE HARDSHIP. 1142A.2 SWITCH AND CONTROL HEIGHTS. CONTROLS OR SWITCHES INTENDED TO BE USED BY THE OCCUPANT OF THE ROOM OR AREA TO CONTROL LIGHTING AND RECEPTACLE OUTLETS, APPLIANCES, ALARMS OR COOLING, HEATING AND VENTILATING EQUIPMENT SHALL BE LOCATED NO MORE THAN 48 INCHES (1219 MM) MEASURED FROM THE TOP OF THE OUTLET BOX NOR LESS THAN 15 INCHES ( 381 MM) MEASURED FROM THE BOTTOM OF THE OUTLET BOX TO THE LEVEL OF THE FINISHED FLOOR OR WORKING PLATFORM. IF THE REACH IS OVER A PHYSICAL BARRIER OR AN OBSTRUCTION (FOR EXAMPLE, A KITCHEN BASE CABINET), SWITCHES AND CONTROLS SHALL BE LOCATED WITHIN THE REACH RANGES SPECIFIED IN SECTION 1138A.3 (see detail XX this sheet). PHYSICAL BARRIERS OR OBSTRUCTIONS SHALL NOT EXTEND MORE THAN 25 INCHES (635 MM) FROM THE WALL BENEATH A SWITCH OR CONTROL. SWITCHES AND CONTROLS THAT DO NOT SATISFY THESE SPECIFICATIONS ARE ACCEPTABLE PROVIDED THAT COMPARABLE CONTROLS OR OUTLETS, THAT PERFORM THE SAME FUNCTIONS, ARE PROVIDED WITHIN THE SAME AREA AND ARE ACCESSIBLE. FIGURE 38A MOUNTING HEIGHT FOR OUTLETS 1' - 3 " MI N 4' - 0 " M A X SEC. 1128A COVERED DWELLING UNITS - SECTION 1128A COVERED DWELLING UNITS 1128A.1 GENERAL. COVERED MULTIFAMILY DWELLING UNITS SHALL BE ADAPTABLE AND ACCESSIBLE INTO AND THROUGHOUT THE DWELLING UNIT AS PROVIDED IN THIS DIVISION. NOTE: SEE SECTIONS 1101A "APPLICATION" (see XX / XXX) AND 1102A "BUILDING ACCESSIBILITY" (see XX / XXX) FOR DWELLING UNITS REQUIRED TO COMPLY WITH THIS DIVISION. The 2022 California Building Code (CBC) 11A and 11B sheets within these construction documents illustrate code required minimum accessibility standards for this development. In addition to the 2022 CBC requirements, this development is designed to comply with the accessibility requirements of the April 1998 Fair Housing Act (FHA) and the 2010 Americans with Disabilities Act Design Guidelines (ADA) for the public portions of the project. The General Contractor and sub-contractors shall be knowledgeable of and build to the listed accessibility code requirements. If further information or clarification is required, the General Contractor shall consult the Architect or reference the 2022 CBC, April 1998 FHA and/or 2010 ADA prior to fabrication or installation of the work scope identified within these construction documents. The General Contractor shall be responsible for the accessibility requirements of all design-build portions of this project. CBC GENERAL NOTE - 6 4 3 2 59 8 7 32 2 N . H A R B O R B L V D . SA N T A A N A , C A 9 2 7 0 3 SHEET NUMBER 2 0 2 4 0 1 0 SHEET TITLE PROJECT NUMBER REVISIONS NO.DATE NO.DATE HANNOUCHE ARCHITECTS EXPRESSLY RESERVES ITS COMMON LAW COPYRIGHT AND OTHER PROPERTY RIGHTS INHERENT IN THESE PLANS. ALL DRAWINGS, ELECTRONIC FILES, FIELD NOTES AND ASSOCIATED DOCUMENTS ARE INSTRUMENTS OF SERVICE AND ARE THE PROPERTY OF HANNOUCHE ARCHITECTS. ALL INFORMATION CONTAINED IN THESE DRAWINGS, ELECTRONIC FILES, FIELD NOTES AND ASSOCIATED DOCUMENTS IS PROJECT SPECIFIC AND SHALL NOT BE REPRODUCED, DISCLOSED, CHANGED, COPIED, OR USED OTHERWISE IN ANY FORM OR MANNER WHATSOEVER, WITHOUT FIRST OBTAINING THE EXPRESSED WRITTEN PERMISSION AND CONSENT OF HANNOUCHE ARCHITECTS. HANNOUCHE ARCHITECT c 2021 HANNOUCHE ARCHITECTS 949.261.2070 SAMIR HANNOUCHE, ARCHITECT 20250 SW ACACIA ST. #145 NEWPORT BEACH, CA 92660 PR O G R E S S S E T N O T F O R B I D O R C O N S T R U C T I O N June 17, 2024 A0.12 SITE ACCESSIBLE NOTES DETAILS SCALE: N/A SEC. 1102A BUILDING ACCESSIBILITY - SECTION 1102A BUILDING ACCESSIBILITY 1102A.1 WHERE REQUIRED. BUILDINGS OR PORTIONS OF BUILDINGS AND FACILITIES WITHIN THE SCOPE OF THIS CHAPTER SHALL BE ACCESSIBLE TO PERSONS WITH DISABILITIES. EACH BUILDING ON A BUILDING SITE SHALL BE CONSIDERED SEPARATELY WHEN DETERMINING THE REQUIREMENTS CONTAINED IN THIS CHAPTER, EXCEPT WHEN CALCULATING THE NUMBER OF UNITS WHICH MUST COMPLY WITH SECTION 1102A.3.1. DWELLING UNITS WITHIN A SINGLE STRUCTURE SEPARATED BY FIREWALLS DO NOT CONSTITUTE SEPARATE BUILDINGS. NEWLY-CONSTRUCTED COVERED MULTIFAMILY DWELLINGS AS DEFINED IN THIS CHAPTER, INCLUDE, BUT ARE NOT LIMITED TO, THE FOLLOWING: 1.APARTMENT BUILDINGS WITH 3 OR MORE DWELLING UNITS INCLUDING TIMESHARE APARTMENTS NOT CONSIDERED A PLACE OF PUBLIC ACCOMMODATION OR TRANSIENT LODGING AS DEFINED IN HEALTH AND SAFETY CODE SECTION 19955 (A), AND CHAPTER 2 OF THE CALIFORNIA BUILDING CODE. 2.CONDOMINIUMS WITH 4 OR MORE DWELLING UNITS INCLUDING TIMESHARE CONDOMINIUMS NOT CONSIDERED A PLACE OF PUBLIC ACCOMMODATION OR TRANSIENT LODGING AS DEFINED IN HEALTH AND SAFETY CODE SECTION 19955 (A), AND CHAPTER 2 OF THE CALIFORNIA BUILDING CODE. 3.LODGING HOUSES, AS DEFINED IN CHAPTER 2 OF THE CALIFORNIA BUILDING CODE, USED AS A RESIDENCE WITH MORE THAN 3 BUT NOT MORE THAN 5 GUEST ROOMS. 4.CONGREGATE RESIDENCES, AS DEFINED IN CHAPTER 2 OF THE CALIFORNIA BUILDING CODE. 5.DWELLINGS WITH 3 OR MORE EFFICIENCY UNITS, AS DEFINED IN CHAPTER 2 OF THIS CODE, OR SECTION 17958.1 OF THE CALIFORNIA HEALTH AND SAFETY CODE. 6.SHELTERS FOR HOMELESS PERSONS, NOT OTHERWISE SUBJECT TO THE DISABLED ACCESS PROVISIONS OF THE DIVISION OF THE STATE ARCHITECT-ACCESS COMPLIANCE (DSA-AC). 7.DORMITORIES, AS DEFINED IN CHAPTER 2 OF THIS CODE, WITH 3 OR MORE GUEST ROOMS AS DEFINED IN CHAPTER 2 OF THE CALIFORNIA BUILDING CODE. 8.TIMESHARE DWELLINGS WITH 3 OR MORE UNITS, NOT CONSIDERED A PLACE OF PUBLIC ACCOMMODATIONS OR TRANSIENT LODGING AS DEFINED IN HEALTH AND SAFETY CODE SECTION 19955 (A), AND CHAPTER 2 OF THE CALIFORNIA BUILDING CODE. 9.OTHER GROUP R OCCUPANCIES IN COVERED MULTIFAMILY DWELLINGS WHICH ARE REGULATED BY THE OFFICE OF THE STATE FIRE MARSHAL. SEE SECTION 1.11. 10.PUBLIC HOUSING AS DEFINED IN CHAPTER 2 OF THIS CODE IS SUBJECT TO PROVISIONS OF THE DIVISION OF THE STATE ARCHITECT (DSA-AC). SEE CHAPTER 11B. 1102A.2 EXISTING BUILDINGS. THE BUILDING STANDARDS CONTAINED IN THIS CHAPTER DO NOT APPLY TO THE ALTERATION, REPAIR, REHABILITATION OR MAINTENANCE OF MULTIFAMILY DWELLINGS CONSTRUCTED FOR FIRST OCCUPANCY PRIOR TO MARCH 13, 1991. PUBLIC HOUSING AS DEFINED IN CHAPTER 2 OF THIS CODE IS SUBJECT TO PROVISIONS OF THE DIVISION OF THE STATE ARCHITECT (DSA-AC). SEE CHAPTER 11B. COVERED MULTIFAMILY DWELLINGS SHALL BE MAINTAINED IN COMPLIANCE WITH THE ACCESSIBILITY STANDARDS IN EFFECT AT THE TIME OF CONSTRUCTION. APARTMENTS CONSTRUCTED PRIOR TO MARCH 13, 1991, SHALL BE MAINTAINED IN COMPLIANCE WITH THE ACCESSIBILITY STANDARDS IN EFFECT AT THE TIME OF CONSTRUCTION. ADDITIONS SHALL BE SUBJECT TO THE REQUIREMENTS OF THIS CHAPTER, PROVIDED THE ADDITION, WHEN CONSIDERED ALONE, MEETS THE DEFINITION OF A COVERED MULTIFAMILY DWELLING, AS DEFINED IN CHAPTER 2. NEW COMMON USE SPACES SERVING EXISTING COVERED MULTIFAMILY DWELLINGS SHALL BE SUBJECT TO THE REQUIREMENTS OF THIS CHAPTER. NOTE: FOR ALL EXISTING PUBLIC USE AREAS, PUBLIC ACCOMMODATIONS, AND PUBLIC HOUSING, SEE CHAPTER 11B, FOR PROVISIONS OF THE DIVISION OF THE STATE ARCHITECT-ACCESS COMPLIANCE (DSA -AC). 1102A.3 MULTISTORY DWELLINGS. 1102A.3.1 MULTISTORY APARTMENT OR CONDOMINIUM DWELLINGS IN BUILDINGS WITH NO ELEVATOR. THIS SECTION SHALL APPLY TO MULTISTORY DWELLING UNITS ON THE GROUND FLOOR OF BUILDINGS WITHOUT ELEVATORS FOR WHICH AN APPLICATION FOR A CONSTRUCTION PERMIT IS SUBMITTED ON OR AFTER JULY 1, 2005. EXCEPTION:CARRIAGE UNITS AS DEFINED IN CHAPTER 2 AND REGULATED ONLY BY THE DEPARTMENT OF HOUSING AND COMMUNITY DEVELOPMENT AS REFERENCED IN SECTION 1.8.2.1.2. AT LEAST 10 PERCENT BUT NOT LESS THAN ONE OF THE MULTISTORY DWELLINGS IN APARTMENT BUILDINGS WITH 3 OR MORE DWELLING UNITS AND/OR CONDOMINIUMS WITH 4 OR MORE DWELLING UNITS SHALL COMPLY WITH THE FOLLOWING: 1.THE PRIMARY ENTRY TO THE DWELLING UNIT SHALL BE ON AN ACCESSIBLE ROUTE UNLESS EXEMPTED BY SITE IMPRACTICALITY TESTS IN SECTION 1150A. 2.AT LEAST ONE POWDER ROOM OR BATHROOM SHALL BE LOCATED ON THE PRIMARY ENTRY LEVEL, SERVED BY AN ACCESSIBLE ROUTE AND SHALL COMPLY WITH THE PROVISIONS IN DIVISION TV. 3.ALL ROOMS OR SPACES LOCATED ON THE PRIMARY ENTRY LEVEL SHALL BE SERVED BY AN ACCESSIBLE ROUTE AND SHALL COMPLY WITH THE PROVISIONS IN DIVISION IV. ROOMS AND SPACES LOCATED ON THE PRIMARY ENTRY LEVEL AND SUBJECT TO THIS CHAPTER MAY INCLUDE BUT ARE NOT LIMITED TO KITCHENS, POWDER ROOMS, BATHROOMS, LIVING ROOMS, BEDROOMS OR HALLWAYS. 4.COMMON USE AREAS COVERED BY THIS SECTION SHALL BE ACCESSIBLE AS REQUIRED BY THIS CHAPTER. PUBLIC USE AREAS AS DEFINED IN CHAPTER 2 OF THIS CODE ARE SUBJECT TO PROVISIONS OF THE DIVISION OF THE STATE ARCHITECT (DSA-AC) AND ARE REFERENCED IN SECTION 1.9.1.1. THE MINIMUM NUMBER OF MULTIFAMILY DWELLING UNITS WHICH MUST COMPLY WITH THIS SECTION SHALL BE CALCULATED USING THE TOTAL NUMBER OF ALL MULTISTORY DWELLING UNITS IN BUILDINGS ON A SITE WHICH ARE SUBJECT TO THIS SECTION. ANY FRACTION THEREOF SHALL BE ROUNDED TO THE NEXT HIGHEST WHOLE NUMBER. 1102A.3.2 MULTISTORY DWELLING UNITS IN BUILDINGS WITH ONE OR MORE ELEVATORS. MULTISTORY DWELLING UNITS CONTAINED IN BUILDINGS WITH ELEVATORS SHALL COMPLY WITH THIS SECTION. FOR MULTISTORY DWELLING UNITS IN BUILDINGS WITH ELEVATORS, THE STORY OF THE UNIT THAT IS SERVED BY THE BUILDING ELEVATOR IS CONSIDERED A GROUND FLOOR AND THE PRIMARY ENTRY FLOOR TO THE UNIT AND SHALL COMPLY WITH THE FOLLOWING: 1.AT LEAST 1 POWDER ROOM OR BATHROOM SHALL BE LOCATED ON THE PRIMARY ENTRY LEVEL. 2.ALL ROOMS OR SPACES LOCATED ON THE PRIMARY ENTRY LEVEL SHALL BE SERVED BY AN ACCESSIBLE ROUTE AND SHALL COMPLY WITH DIVISION IV. 11 02A.4 SWIMMING POOLS. SWIMMING POOLS AND SPAS REQUIRED TO BE ACCESSIBLE SHALL COMPLY WITH THE PROVISIONS OF SECTION 1141A. 11 02A.5 TEMPORARY RESTRICTIONS. DURING PERIODS OF PARTIAL OR RESTRICTED USE OF A BUILDING OR FACILITY, THE ENTRANCES USED FOR PRIMARY ACCESS SHALL BE ACCESSIBLE TO AND USABLE BY PERSONS WITH DISABILITIES. SEC. 1105A GARAGES CARPORTS & PARKING - SECTION 1105A GARAGES, CARPORTS AND PARKING FACILITIES 1105A.1 GENERAL. GARAGES, CARPORTS AND OTHER PARKING FACILITIES, WHICH ARE ACCESSORY TO COVERED MULTIFAMILY DWELLING UNITS, SHALL BE ACCESSIBLE AS REQUIRED IN SECTION 1109A. SEC. 1106A SITE AND BUILDING CHARACTERISTICS - SECTION 1106A SITE AND BUILDING CHARACTERISTICS 1106A.1 GENERAL. COVERED MULTIFAMILY DWELLINGS WITH ELEVATORS SHALL BE DESIGNED AND CONSTRUCTED TO PROVIDE AT LEAST ONE ACCESSIBLE ENTRANCE ON AN ACCESSIBLE ROUTE, REGARDLESS OF TERRAIN OR UNUSUAL CHARACTERISTICS OF THE SITE. COVERED MULTIFAMILY DWELLINGS WITHOUT ELEVATORS SHALL BE DESIGNED AND CONSTRUCTED TO PROVIDE AT LEAST ONE ACCESSIBLE ENTRANCE ON AN ACCESSIBLE ROUTE UNLESS TERRAIN OR UNUSUAL CHARACTERISTICS OF THE SITE PREVENT AN ACCESSIBLE ROUTE BASED ON THE CONDITIONS LISTED BELOW: 1.ACCESSIBLE ENTRANCE. REGARDLESS OF SITE CONSIDERATIONS DESCRIBED IN SECTION 1150A, AN ACCESSIBLE ENTRANCE ON AN ACCESSIBLE ROUTE IS REQUIRED WHEN THERE IS AN ELEVATOR CONNECTING THE PARKING AREA WITH THE DWELLING UNITS ON A GROUND FLOOR. (IN THIS CASE, THOSE DWELLING UNITS ON THE GROUND FLOOR SERVED BY AN ELEVATOR, AND AT LEAST ONE OF EACH TYPE OF PUBLIC AND COMMON-USE AREAS, WOULD BE SUBJECT TO THESE REQUIREMENTS.) 2.ELEVATOR BUILDING. WHEN A BUILDING ELEVATOR OR ELEVATORS ARE PROVIDED AS A MEANS OF ACCESS TO DWELLING UNITS OTHER THAN DWELLING UNITS ON A GROUND FLOOR (SEE SECTION 1104A.2), THE BUILDING IS AN ELEVATOR BUILDING. ALL DWELLING UNITS BECOME COVERED MULTIFAMILY DWELLINGS IN THAT BUILDING. THE ELEVATOR IN THAT BUILDING MUST PROVIDE ACCESSIBILITY TO ALL DWELLING UNITS IN THE BUILDING, REGARDLESS OF THE SLOPE OF THE NATURAL TERRAIN. FOR MULTISTORY DWELLING UNITS IN BUILDINGS WITH ONE OR MORE ELEVATORS, SEE SECTION 1102A.3.2. NOTE: WHERE A BUILDING ELEVATOR IS PROVIDED ONLY AS MEANS OF CREATING AN ACCESSIBLE ROUTE TO COVERED MULTIFAMILY DWELLING UNITS ON A GROUND FLOOR, THE BUILDING IS NOT CONSIDERED TO BE AN ELEVATOR BUILDING, ONLY DWELLING UNITS LOCATED ON THE GROUND FLOOR SHALL BE REQUIRED TO COMPLY WITH THIS CHAPTER. 3.ELEVATED WALKWAY. WHEN AN ELEVATED WALKWAY IS PLANNED BETWEEN A BUILDING ENTRANCE AND A VEHICULAR OR PEDESTRIAN ARRIVAL POINT, AND THE PLANNED WALKWAY HAS A SLOPE NO GREATER THAN 10 PERCENT (1 UNIT VERTICAL IN 10 UNITS HORIZONTAL), THE FLOOR BEING SERVED BY THE ELEVATED WALKWAY BECOMES A GROUND FLOOR AND ACCESSIBILITY TO ALL DWELLINGS ON THAT GROUND FLOOR IS REQUIRED. NOTE: SINCE THE PLANNED WALKWAY MEETS THE 10 PERCENT SLOPE CRITERION, IT IS REQUIRED TO PROVIDE AN ACCESSIBLE ROUTE TO THE ENTRANCE, AND THE SLOPE OF THE WALKWAY MUST BE REDUCED TO 1 UNIT VERTICAL IN 12 UNITS HORIZONTAL (8.33 PERCENT SLOPE) MAXIMUM. 1106A.2 SITE IMPRACTICALITY. FOR TESTS TO DETERMINE SITE IMPRACTICALITY DUE TO TERRAIN CONSIDERATIONS IN NON ELEVATOR BUILDINGS, SEE SECTION 1150A. SEC. 1108A GENERAL REQUIREMENTS - SECTION 1108A GENERAL REQUIREMENTS FOR ACCESSIBLE PARKING AND EXTERIOR ROUTES OF TRAVEL NOTES: 1.IN ADDITION TO PROVISIONS OF THIS DIVISION, EXTERIOR ROUTES OF TRAVEL THAT PROVIDE ACCESS TO, OR EGRESS FROM, BUILDINGS FOR PERSONS WITH DISABILITIES SHALL ALSO COMPLY WITH CHAPTER 10. 2.PUBLIC USE AREAS, PUBLIC ACCOMMODATIONS, AND PUBLIC HOUSING AS DEFINED IN CHAPTER 2 OF THIS CODE ARE SUBJECT TO PROVISIONS OF THE DIVISION OF THE STATE ARCHITECT (DSA-AC) AND ARE REFERENCED IN SECTION 1.9.1.1. SECTION 1109A PARKING FACILITIES 1109A.1 ACCESSIBLE PARKING REQUIRED. EACH PARKING FACILITY PROVIDED FOR COVERED MULTIFAMILY DWELLINGS AND FACILITIES (E.G., SWIMMING POOLS, CLUB HOUSES, RECREATION AREAS AND LAUNDRY ROOMS) THAT SERVE COVERED MULTIFAMILY DWELLINGS SHALL PROVIDE ACCESSIBLE PARKING AS REQUIRED BY THIS SECTION. 1109A.2 PARKING FACILITIES. PARKING FACILITIES SHALL INCLUDE, BUT NOT BE LIMITED TO, THE FOLLOWING: 1. GARAGES 2. PRIVATE GARAGES 3. CARPORTS 4. OFF-STREET PARKING (PARKING LOTS/SPACES) 1109A.2.1 PRIVATE GARAGES. PRIVATE GARAGES ACCESSORY TO COVERED MULTIFAMILY DWELLING UNITS, SHALL BE ACCESSIBLE AS REQUIRED IN SECTION 11 09A. PRIVATE GARAGES INCLUDE INDIVIDUAL GARAGES AND MULTIPLE INDIVIDUAL GARAGES GROUPED TOGETHER. EXCEPTION: AN ATTACHED PRIVATE GARAGE DIRECTLY SERVING A SINGLE COVERED MULTIFAMILY DWELLING UNIT PROVIDING AT LEAST ONE OF THE FOLLOWING OPTIONS: 1. A DOOR LEADING DIRECTLY FROM THE COVERED DWELLING UNIT WHICH IMMEDIATELY ENTERS THEGARAGE. THE DOOR SHALL COMPLY ON BOTH SIDES WITH SECTIONS 1132A.3 THROUGH 1132A.9. 2.AN ACCESSIBLE ROUTE OF TRAVEL FROM THE COVERED DWELLING UNIT TO AN EXTERIOR DOOR ENTERING THE GARAGE. SEE SECTION 1132A.1 FOR REQUIREMENTS AT BOTH EXIT DOORS. 3. AN ACCESSIBLE ROUTE OF TRAVEL FROM THE DWELLING UNIT'S PRIMARY ENTRY DOOR TO THE VEHICULAR ENTRANCE AT THE GARAGE. SEE SECTION 1132A.1 FOR REQUIREMENTS AT THE PRIMARY ENTRY DOOR. 1109A.3 REQUIRED ACCESSIBLE PARKING SPACES. ACCESSIBLE PARKING SPACES SHALL BE PROVIDED AT A MINIMUM RATE OF 2 PERCENT OF THE COVERED MULTIFAMILY DWELLING UNITS. AT LEAST ONE SPACE OF EACH TYPE OF PARKING FACILITY SHALL BE MADE ACCESSIBLE EVEN IF THE TOTAL NUMBER EXCEEDS 2 PERCENT. 1109A.4 ASSIGNED ACCESSIBLE PARKING SPACES. WHEN ASSIGNED PARKING SPACES ARE PROVIDED FOR A RESIDENT OR A GROUP OF RESIDENTS, AT LEAST 2 PERCENT OF THE ASSIGNED PARKING SPACES SERVING COVERED MULTIFAMILY DWELLING UNITS SHALL BE ACCESSIBLE IN EACH TYPE OF PARKING FACILITY. AT LEAST ONE SPACE OF EACH TYPE OF PARKING FACILITY SHALL BE MADE ACCESSIBLE EVEN IF THE TOTAL NUMBER EXCEEDS 2 PERCENT. WHEN ASSIGNED PARKING IS PROVIDED, SIGNAGE AS REQUIRED BY SECTION 1109A.8.8 SHALL NOT BE REQUIRED. 1109A.5 UNASSIGNED AND VISITOR PARKING SPACES. WHEN PARKING IS PROVIDED FOR COVERED MULTIFAMILY DWELLINGS AND IS NOT ASSIGNED TO A RESIDENT OR A GROUP OF RESIDENTS AT LEAST 5 PERCENT OF THE PARKING SPACES SHALL BE ACCESSIBLE AND PROVIDE ACCESS TO GRADE-LEVEL ENTRANCES OF COVERED MULTIFAMILY DWELLINGS AND FACILITIES (E.G., SWIMMING POOLS, CLUB HOUSES, RECREATION AREAS, AND LAUNDRY ROOMS) THAT SERVE COVERED MULTIFAMILY DWELLINGS. ACCESSIBLE PARKING SPACES SHALL BE PROVIDED WITH SIGNAGE AS REQUIRED BY SECTION 1109A.8.8. SUCH SIGNAGE SHALL NOT BE BLOCKED FROM VIEW BY A VEHICLE PARKED IN THE SPACE. 1109A.6 REQUESTS FOR ACCESSIBLE PARKING SPACES. WHEN ASSIGNED PARKING IS PROVIDED, DESIGNATED ACCESSIBLE PARKING FOR THE DWELLING UNIT SHALL BE PROVIDED ON REQUEST OF RESIDENTS WITH DISABILITIES ON THE SAME TERMS AND WITH THE FULL RANGE OF CHOICES (E.G., OFF-STREET PARKING, CARPORT OR GARAGE) THAT ARE AVAILABLE FOR OTHER RESIDENTS. 1109A.7 LOCATION OF ACCESSIBLE PARKING SPACES. THE LOCATION OF ACCESSIBLE PARKING SPACES SHALL COMPLY WITH THE FOLLOWING: 1. ACCESSIBLE PARKING SPACES SHALL BE LOCATED ON THE SHORTEST POSSIBLE ACCESSIBLE ROUTE TO AN ACCESSIBLE BUILDING, OR COVERED MULTIFAMILY DWELLING UNIT ENTRANCE. ALL VAN ACCESSIBLE SPACES MAY BE GROUPED ON ONE LEVEL OF A MULTILEVEL PARKING FACILITY. 2. WHEN PARKING FACILITIES ARE LOCATED ADJACENT TO A BUILDING WITH MULTIPLE ACCESSIBLE ENTRANCES, ACCESSIBLE PARKING SPACES SHALL BE DISPERSED AND LOCATED NEAR THE ACCESSIBLE BUILDING ENTRANCES. 3. WHEN PRACTICAL, THE ACCESSIBLE ROUTE SHALL NOT CROSS LANES FOR VEHICULAR TRAFFIC. WHEN CROSSING VEHICLE TRAFFIC LANES IS NECESSARY, THE ACCESSIBLE ROUTE SHALL BE DESIGNATED AND MARKED AS A CROSSWALK. 4. PARKING FACILITIES THAT DO NOT SERVE A PARTICULAR BUILDING SHALL HAVE ACCESSIBLE PARKING SPACES LOCATED ON THE SHORTEST POSSIBLE ACCESSIBLE ROUTE TO AN ACCESSIBLE PEDESTRIAN ENTRANCE OF THE PARKING FACILITY. 5. ACCESSIBLE PARKING SPACES SHALL BE LOCATED SO THAT PERSONS WITH DISABILITIES ARE NOT COMPELLED TO WHEEL OR WALK BEHIND PARKED CARS OTHER THAN THEIR OWN. EXCEPTION: WHEN THE ENFORCEMENT AGENCY DETERMINES THAT COMPLIANCE WITH THIS SECTION OR PROVIDING EQUIVALENT FACILITATION WOULD CREATE AN UNREASONABLE HARDSHIP, PARKING SPACES MAY BE PROVIDED WHICH WOULD REQUIRE A PERSON WITH PHYSICAL DISABILITIES TO WHEEL OR WALK BEHIND OTHER THAN ACCESSIBLE PARKING SPACES. 1109A.8 DESIGN AND CONSTRUCTION. ACCESSIBLE PARKING REQUIRED BY THIS SECTION SHALL BE DESIGNED AND CONSTRUCTED IN ACCORDANCE WITH SECTION 1109A. 1109A.8.1 VERTICAL CLEARANCES. ALL ENTRANCES, EXITS AND VEHICULAR PASSAGEWAYS TO AND FROM REQUIRED ACCESSIBLE PARKING SPACES WITHIN PARKING FACILITIES, SHALL HAVE A MINIMUM VERTICAL CLEARANCE OF 8 FEET 2 INCHES (2489 MM) FROM THE FLOOR TO THE LOWEST PROJECTION OF THE CEILING. REFLECTIVE WARNING SIGNS COMPLYING WITH CHAPTER 11 B FOR CHARACTER HEIGHT SHALL BE INSTALLED AT TRANSITIONS FROM THE 8 FEET 2 INCH CEILING TO LOWER CEILING HEIGHTS IN VEHICULAR PASSAGE WAYS IN THE SAME PARKING LEVEL. SEC. 1109A PARKING FACILITIES - NO PARKING NO PARK I N G typ. pavement symbol per section 1109A.8.8 wheel stop stripes at 36 inches on center 70 sq. inches accessibility sign per section 1109A.8.8 (see accessibility sign figure) FIGURE 11A-2A DOUBLE PARKING STALLS FIGURE 11A-2B SINGLE AND VAN ACCESSIBLE PARKING STALLS FIGURE 11A-2C DIAGONAL PARKING STALLS 9'-0" MIN9'-0" MIN 5' min. at typical accessible parking stall 8' min. at van accessible parking stall pedestrian route NO PARKING 9'-0" MIN pedestrian route within the loading and unloading access aisle paint the words "NO PARKING" in 12" high letters min. dimension to centerline of stripe typical as required by local jurisdiction 18 ' - 0 " M I N 18 ' - 0 " M I N 18 ' - 0 " M I N S T A L L D E P T H 3' - 0 " MI N CL E A R 3' - 0 " MI N CL E A R 9'-0" M I N STAL L W I D T H typ. pavement symbol per section 1109A.8.8 wheel stop stripes at 36 inches on center 70 sq. inches accessibility sign per section 1109A.8.8 (see accessibility sign figure) 5' min. at typical accessible parking stall 8' min. at van accessible parking stall within the loading and unloading access aisle paint the words "NO PARKING" in 12" high letters min. dimension to centerline of stripe typical 4' - 0 " M I N CL E A R pedestrian route RESERVED PARKING VAN ACCESSIBLE PARKING STALL ACCESSIBILITY SIGN 80 " m i n a b o v e p a r k i n g s u r f a c e wh e n p o s t m o u n t e d 36 " m i n " a b o v e p a r k i n g s u r f a c e wh e n w a l l m o u n t e d MINIMUM FINE $250 posted minimum fine posted van accessible international symbol of accessibility parking surface SECTION 1113A WALKS AND SIDEWALKS ON AN ACCESSIBLE ROUTE 1113A.1 WIDTH AND CONTINUOUS SURFACE. WALKS AND SIDEWALKS SUBJECT TO THIS CHAPTER SHALL HAVE A CONTINUOUS COMMON SURFACE, NOT INTERRUPTED BY STEPS OR BY ABRUPT CHANGES IN LEVEL EXCEEDING 1/2 INCH (12.7 MM). (SEE SECTION 1111A). 1113A.1.1 WIDTH. WALKS AND SIDEWALKS SHALL BE A MINIMUM OF 48 INCHES ( 1219 MM) IN WIDTH, EXCEPT THAT WALKS SERVING AN INDIVIDUAL DWELLING UNIT IN COVERED MULTIFAMILY BUILDINGS MAY BE REDUCED TO 36 INCHES (914 MM) IN CLEAR WIDTH EXCEPT AT DOORS. 1113A.1.2 SURFACES. SURFACES SHALL BE SLIP-RESISTANT AS FOLLOWS: 1. SURFACES WITH A SLOPE OF LESS THAN 6 PERCENT GRADIENT SHALL BE AT LEAST AS SLIP-RESISTANT AS THAT DESCRIBED AS A MEDIUM SALTED FINISH. 2. SURFACES WITH A SLOPE OF 6 PERCENT OR GREATER GRADIENT SHALL BE SLIP-RESISTANT. 1113A.1.3 SURFACE CROSS SLOPES. SURFACE CROSS SLOPES SHALL NOT EXCEED 1/4 INCH (6.35 MM) PER FOOT (2.083-PERCENT SLOPE) EXCEPT WHEN THE ENFORCING AGENCY FINDS THAT DUE TO LOCAL CONDITIONS IT CREATES AN UNREASONABLE HARDSHIP, THE CROSS SLOPE MAY BE INCREASED TO A MAXIMUM OF 1/2 INCH ( 12.7 MM) PER FOOT ( 4.2-PERCENT SLOPE) FOR DISTANCES NOT TO EXCEED 20 FEET (6096 MM). 1113A.2 WALKS WITH CONTINUOUS GRADIENTS. ALL WALKS ON AN ACCESSIBLE ROUTE WITH CONTINUOUS GRADIENTS SHALL HAVE LEVEL AREAS AT LEAST 60 INCHES ( 1524 MM) IN LENGTH AT INTERVALS OF AT LEAST EVERY 400FEET (122M). 1113A.3 FIVE PERCENT GRADIENT. WHEN THE SLOPE IN THE DIRECTION OF TRAVEL OF ANY WALK ON AN ACCESSIBLE ROUTE EXCEEDS 1 UNIT VERTICAL IN 20 UNITS HORIZONTAL ( 5-PERCENT SLOPE), IT SHALL COMPLY WITH THE RAMP PROVISIONS OF SECTION 1114A. 1113A.4 LEVEL AREAS. WALKS ON AN ACCESSIBLE ROUTE SHALL BE PROVIDED WITH A LEVEL AREA NOT LESS THAN 60 INCHES BY 60 INCHES (1524 MM BY 1524 MM) AT A DOOR OR GATE THAT SWINGS TOWARD THE WALK, AND NOT LESS THAN 48 INCHES WIDE BY 44 INCHES (1219 MM BY 1118 MM) DEEP AT A DOOR OR GATE THAT SWINGS AWAY FROM THE WALK. SEE SECTION 1126A.3.2 FOR STRIKE EDGE MANEUVERING SPACE AT DOORS OR GATES. 1113A.5 SMOOTH SURFACE. THE BOTTOM 10 INCHES (254 MM) OF ALL DOORS AND/OR GATES EXCEPT AUTOMATIC AND SLIDING DOORS OR GATES SHALL HAVE A SMOOTH, UNINTERRUPTED SURFACE TO ALLOW THE DOOR OR GATE TO BE OPENED BY A WHEELCHAIR FOOTREST WITHOUT CREATING A TRAP OR HAZARDOUS CONDITION. WHERE NARROW FRAME DOORS ARE USED, A 1 0-INCH (254 MM) HIGH SMOOTH PANEL SHALL BE INSTALLED ON THE PUSH SIDE OF THE DOOR, WHICH WILL ALLOW THE DOOR TO BE OPENED BY A WHEELCHAIR FOOTREST WITHOUT CREATING A TRAP OR HAZARDOUS CONDITION. SEC. 1113A WALKS AND SIDEWALKS ON AN ACCESS - CHAPTER 11A HOUSING ACCESSIBILITY DIVISION I APPLICATION, GENERAL PROVISIONS, AND DEFINITION DIVISION I TABLE OF CONTENTS SECTION 1101A APPLICATION (see detail 1 this sheet) SECTION 1102A BUILDING ACCESSIBILITY (see detail 2 this sheet) SECTION 1103A DESIGN AND CONSTRUCTION (see detail 3 this sheet) SECTION 1104A COVERED MULTIFAMILY DWELLINGS (see detail 4 this sheet) SECTION 1105A GARAGES, CARPORTS AND PARKING FACILITIES (see detail 5 this sheet) SECTION 1106A SITE AND BUILDING CHARACTERISTICS (see detail 6 this sheet) SECTION 1107A DEFINITIONS (see detail 7 this sheet) NOTE: DWELLING UNITS CONSTRUCTED AS SENIOR CITIZEN HOUSING MAY ALSO BE SUBJECT TO THE UNRUH CIVIL RIGHTS ACT. REFER TO DIVISION I, PART 2 OF THE CALIFORNIA CIVIL CODE. FOR ADDITIONAL INFORMATION REGARDING APPLICATION, INTERPRETATION AND ENFORCEMENT, CONTACT THE CALIFORNIA DEPARTMENT OF FAIR EMPLOYMENT AND HOUSING. CHAPTER 11A DIVISION I - CHAPTER 11A DIVISION II - CHAPTER 11A HOUSING ACCESSIBILITY DIVISION II EXTERIOR FACILITIES NOTE:1.FOR PUBLIC USE FACILITIES, SEE CHAPTER 11B OF THIS CODE; SHEET SERIES A3.5. 2.FOR CHAPTER 11A DIVISION I, APPLICATION AND GENERAL PROVISIONS, SECTIONS 1101A THROUGH 1107,SEE SHEET A-1.0.1. 3.FOR CHAPTER 11A DIVISION II, EXTERIOR FACILITIES, SECTIONS 1108A THROUGH 1116, SEE SHEETS A1.0.1 AND A1.0.2. FOR THE APPLICATION OF EXTERIOR FACILITY FEATURES SEE THE CIVIL AND LANDSCAPE DOCUMENTS PREPARED BY OTHERS UNLESS FEATURES ARE SPECIFICALLY DOCUMENTED WITHIN A STRUCTURE DOCUMENTED BY ARCHITECTS ORANGE 4.FOR CHAPTER 11A DIVISION III, COMMON USE FACILITIES, SECTION 1127A, SEE SHEETS A1.0.7 AND A1.0.8. 5.FOR CHAPTER 11A DIVISION III, BUILDING FEATURES, SECTIONS 1117A THROUGH 1126A, SEE SHEETS A1.0.9 AND A1.0.10. 6.FOR CHAPTER 11A DIVISION IV DWELLING UNIT FEATURES, SECTIONS 1128A THROUGH 1136A, SEE SHEETS A1.0.3. 7.FOR CHAPTER 11A DIVISION V, FEATURES COMMON TO EXTERIOR AND INTERIOR OF BUILDINGS, SECTIONS 1137A THROUGH 1143A, SEE SHEETS A1.0.11. DIVISION II TABLE OF CONTENTS SECTION 11 08A GENERAL REQUIREMENTS FOR ACCESSIBLE PARKING AND EXTERIOR ROUTES OF TRAVEL (see detail 8 this sheet) SECTION 1109A PARKING FACILITIES (see detail 9 this sheet) SECTION 1110A EXTERIOR ROUTES OF TRAVEL (see detail 10 this sheet) SECTION 1111A CHANGES IN LEVEL ON ACCESSIBLE ROUTES (see detail 11 this sheet) SECTION 1112A CURB RAMPS ON ACCESSIBLE ROUTES (see detail 12 this sheet) SECTION 1113A WALKS AND SIDEWALKS ON AN ACCESSIBLE ROUTE (see detail 13 / A1.0.2) SECTION 1114A EXTERIOR RAMPS AND LANDINGS ON ACCESSIBLE ROUTES (see detail 14 / A1.0.2) SECTION 1115A EXTERIOR STAIRWAYS (see detail 15 / A1.0.2) SECTION 1116A HAZARDS ON ACCESSIBLE ROUTES (see detail 16 / A1.0.2) SEC. 1117A GENERAL REQUIREMENTS FOR ACCESS - SECTION 1117A GENERAL REQUIREMENTS FOR ACCESSIBLE ENTRANCES, EXITS, INTERIOR ROUTES OF TRAVEL AND FACILITY ACCESSIBILITY NOTE:IN ADDITION TO PROVISIONS OF THIS DIVISION, INTERIOR ROUTES OF TRAVEL THAT PROVIDE ACCESS TO, OR EGRESS FROM, BUILDINGS FOR PERSONS WITH DISABILITIES SHALL ALSO COMPLY WITH CBC CHAPTER 10. 1117A.1 GENERAL. WHEN BUILDINGS ARE REQUIRED TO BE ACCESSIBLE, BUILDING FACILITIES SHALL BE ACCESSIBLE AS PROVIDED IN THIS DIVISION. WHERE SPECIFIC FLOORS OF A BUILDING ARE REQUIRED TO BE ACCESSIBLE, THE REQUIREMENTS OF THIS DIVISION SHALL APPLY ONLY TO THE FACILITIES LOCATED ON ACCESSIBLE FLOORS. 1117A.2 PRIMARY ENTRANCES AND EXTERIOR EXIT DOORS. ALL PRIMARY ENTRANCES AND EXTERIOR GROUND FLOOR EXIT DOORS TO BUILDINGS AND FACILITIES ON ACCESSIBLE ROUTES SHALL BE ACCESSIBLE TO PERSONS WITH DISABILITIES. 1117A.3 SEPARATE DWELLING UNIT ENTRANCES. WHEN A GROUND FLOOR DWELLING UNIT OF A BUILDING HAS A SEPARATE ENTRANCE, EACH SUCH GROUND-FLOOR DWELLING UNIT SHALL BE SERVED BY AN ACCESSIBLE ROUTE, EXCEPT WHERE THE TERRAIN OR UNUSUAL CHARACTERISTICS OF THE SITE PROHIBIT AN ACCESSIBLE ROUTE (SEE CBC SECTION 1150AFOR SITE IMPRACTICALITY TESTS). 1117A.4 MULTIPLE ENTRANCES. ONLY ONE ENTRANCE TO COVERED MULTIFAMILY BUILDINGS IS REQUIRED TO BE ACCESSIBLE TO ANY ONE GROUND FLOOR OF A BUILDING, EXCEPT IN CASES WHERE AN INDIVIDUAL DWELLING UNIT HAS A SEPARATE EXTERIOR ENTRANCE. WHERE THE BUILDING CONTAINS CLUSTERS OF DWELLING UNITS WITH EACH CLUSTER SHARING A DIFFERENT EXTERIOR ENTRANCE, MORE THAN ONE ENTRANCE MAY BE REQUIRED TO BE ACCESSIBLE, AS DETERMINED BY ANALYSIS OF THE SITE. IN EVERY CASE, THE ACCESSIBLE ENTRANCE SHALL BE ON AN ACCESSIBLE ROUTE TO THE COVERED DWELLING UNITS IT SERVES. SEC. 1110A EXTERIOR ROUTES OF TRAVEL - SECTION 1110A EXTERIOR ROUTES OF TRAVEL 1110A.1 EXTERIOR ACCESSIBLE ROUTE. WHEN A BUILDING OR PORTION OF A BUILDING IS REQUIRED TO BE ACCESSIBLE OR ADAPTABLE, AN ACCESSIBLE ROUTE SHALL BE PROVIDED TO ALL PORTIONS OF THE BUILDING, ACCESSIBLE BUILDING ENTRANCES AND BETWEEN THE BUILDING AND THE PUBLIC WAY. THE ACCESSIBLE ROUTE SHALL BE THE MOST PRACTICAL DIRECT ROUTE AND TO THE MAXIMUM EXTENT FEASIBLE, COINCIDE WITH THE ROUTE FOR THE GENERAL PUBLIC AND BUILDING RESIDENTS. EXTERIOR ACCESSIBLE ROUTES SHALL BE PROVIDED AS FOLLOWS: 1. WHERE MORE THAN ONE ROUTE OF TRAVEL IS PROVIDED, ALL ROUTES SHALL BE ACCESSIBLE. 2. AT LEAST ONE ACCESSIBLE ROUTE WITHIN THE BOUNDARY OF THE SITE SHALL BE PROVIDED FROM PUBLIC TRANSPORTATION STOPS, ACCESSIBLE PARKING AND ACCESSIBLE PASSENGER LOADING AND UNLOADING ZONES, AND PUBLIC STREETS OR SIDEWALKS TO THE ACCESSIBLE BUILDING ENTRANCE THEY SERVE. 3. AT LEAST ONE ACCESSIBLE ROUTE SHALL CONNECT ACCESSIBLE BUILDINGS, FACILITIES, ELEMENTS AND SPACES THAT ARE ON THE SAME SITE. ACCESSIBLE ROUTES SHALL BE PROVIDED BETWEEN ACCESSIBLE BUILDINGS AND ACCESSIBLE SITE FACILITIES WHEN MORE THAN ONE BUILDING OR FACILITY IS LOCATED ON A SITE. 4. AT LEAST ONE ACCESSIBLE ROUTE SHALL CONNECT ACCESSIBLE BUILDING OR FACILITY ENTRANCES WITH ALL ACCESSIBLE SPACES, ELEMENTS, AND COVERED MULTIFAMILY DWELLING UNITS. 5. AN ACCESSIBLE ROUTE SHALL CONNECT AT LEAST ONE ACCESSIBLE ENTRANCE OF EACH COVERED MULTIFAMILY DWELLING UNIT WITH EXTERIOR SPACES AND FACILITIES THAT SERVE THE DWELLING UNIT. 6. WHERE ELEVATORS ARE PROVIDED FOR VERTICAL ACCESS, ALL ELEVATORS SHALL BE ACCESSIBLE. SEE SECTION 1124A. NOTE: IF THE SLOPE OF THE FINISHED GRADE BETWEEN COVERED MULTIFAMILY DWELLINGS AND A PUBLIC USE OR COMMON USE FACILITY (INCLUDING PARKING) EXCEEDS 1 UNIT VERTICAL IN 12 UNITS HORIZONTAL (8.33-PERCENT SLOPE), OR WHERE OTHER PHYSICAL BARRIERS (NATURAL OR ARTIFICIAL)OR LEGAL RESTRICTIONS, ALL OF WHICH ARE OUTSIDE THE CONTROL OF THE OWNER, PREVENT THE INSTALLATION OF AN ACCESSIBLE ROUTE, AN ACCEPTABLE ALTERNATIVE IS TO PROVIDE ACCESS BY A VEHICULAR ROUTE, PROVIDED: 1. THERE IS ACCESSIBLE PARKING ON AN ACCESSIBLE ROUTE FOR AT LEAST 2 PERCENT OF THE COVERED MULTIFAMILY DWELLING UNITS, AND 2. NECESSARY SITE PROVISIONS SUCH AS PARKING SPACES AND CURB RAMPS ARE PROVIDED AT THE PUBLIC USE OR COMMON USE FACILITY. 1110A.2 SIGNS. AT EVERY PRIMARY PUBLIC ENTRANCE AND AT EVERY MAJOR JUNCTION WHERE THE ACCESSIBLE ROUTE DIVERGES FROM THE CIRCULATION PATH ALONG OR LEADING TO AN ACCESSIBLE ROUTE, ENTRANCE OR FACILITY, THERE SHALL BE A SIGN DISPLAYING THE "INTERNATIONAL SYMBOL OF ACCESSIBILITY." SIGNS SHALL INDICATE THE DIRECTION TO ACCESSIBLE BUILDING ENTRANCES AND FACILITIES AND SHALL COMPLY WITH THE REQUIREMENTS FOUND IN SECTION 1143A.2. FIGURE 11A - 1L PASSING METHODS FOR ACCESSIBLE ROUTE OVER 200 FEET 4' - 0 " M I N 5'-0" MIN 1524 5' - 0 " M I N 15 2 4 1' - 0 " MI N (b) passing space (a) minimum clear width (c) T-shaped space 5' - 0 " M I N 15 2 4 5'-0" MIN 1524 3' - 0 " M I N 91 4 2' - 0 " M I N 61 0 3'-0" MIN 914 1'-0" MIN 305 1'-0" MIN 305 32 2 N . H A R B O R B L V D . SA N T A A N A , C A 9 2 7 0 3 SHEET NUMBER 2 0 2 4 0 1 0 SHEET TITLE PROJECT NUMBER REVISIONS NO.DATE NO.DATE HANNOUCHE ARCHITECTS EXPRESSLY RESERVES ITS COMMON LAW COPYRIGHT AND OTHER PROPERTY RIGHTS INHERENT IN THESE PLANS. ALL DRAWINGS, ELECTRONIC FILES, FIELD NOTES AND ASSOCIATED DOCUMENTS ARE INSTRUMENTS OF SERVICE AND ARE THE PROPERTY OF HANNOUCHE ARCHITECTS. ALL INFORMATION CONTAINED IN THESE DRAWINGS, ELECTRONIC FILES, FIELD NOTES AND ASSOCIATED DOCUMENTS IS PROJECT SPECIFIC AND SHALL NOT BE REPRODUCED, DISCLOSED, CHANGED, COPIED, OR USED OTHERWISE IN ANY FORM OR MANNER WHATSOEVER, WITHOUT FIRST OBTAINING THE EXPRESSED WRITTEN PERMISSION AND CONSENT OF HANNOUCHE ARCHITECTS. HANNOUCHE ARCHITECT c 2021 HANNOUCHE ARCHITECTS 949.261.2070 SAMIR HANNOUCHE, ARCHITECT 20250 SW ACACIA ST. #145 NEWPORT BEACH, CA 92660 May 9, 2025 1 CORR 12/10/24 BLDG A CORR 3/18/25 OCFA 2 CORR 4/09/25 BLDG DATE SIGNED2 3 CORR 5/09/25 BLDG A0.13 DWELLING ADA NOTES DETAILS SCALE: N/A 1SEC. 1134A BATHING AND TOILET FACILITIES (OPTION 2)- SECTION 1134A BATHING AND TOILET FACILITIES 1134A.L GENERAL. ALL BATHROOMS, BATHING AND TOILET FACILITIES WITHIN COVERED MULTIFAMILY DWELLING UNITS SHALL COMPLY WITH THIS SECTION. 1134A.2 NUMBER OF COMPLYING BATHROOMS. BATHROOMS SHALL BE DESIGNED TO COMPLY WITH ONE OF THE FOLLOWING OPTIONS: OPTION 1 NOT USED OPTION 2 ONLY ONE BATHROOM WITHIN THE DWELLING UNIT SHALL BE DESIGNED TO COMPLY WITH THE FOLLOWING: 1. TOILET, BATHING AND SHOWER FACILITIES SHALL COMPLY WITH SECTION 1134A.4. 2. BATHTUBS SHALL COMPLY WITH SECTION 1134A.5. 3. SHOWERS SHALL COMPLY WITH SECTION 1134A.6. 4. WATER CLOSETS SHALL COMPLY WITH SECTION 1134A.7. 5. LAVATORIES, VANITIES, MIRRORS AND TOWEL FIXTURES SHALL COMPLY WITH SECTION 1134A.8. 6. WHERE BOTH A TUB AND SHOWER ARE PROVIDED IN THE BATHROOM, AT LEAST ONE SHALL BE MADE ACCESSIBLE. ADDITIONAL REQUIREMENTS APPLY TO DWELLING UNITS CONTAINING TWO OR MORE BATHROOMS WHEN A BATHTUB IS PROVIDED AS THE ACCESSIBLE BATHING FIXTURE. WHERE TWO OR MORE BATHROOMS ARE PROVIDED WITHIN THE SAME DWELLING UNIT AND A BATHTUB IS INSTALLED TO COMPLY WITH OPTION 2, ITEM 6 IN ONE BATHROOM AND A SHOWER STALL IS PROVIDED IN A SUBSEQUENT BATHROOM, BOTH THE BATHTUB SELECTED TO COMPLY WITH OPTION 2, ITEM 6 AND AT LEAST ONE SHOWER STALL WITHIN THE DWELLING UNIT SHALL MEET ALL THE APPLICABLE ACCESSIBILITY REQUIREMENTS PROVIDED IN SECTION 1134A. (SEE SECTION 1134A.5 FOR BATHTUBS,OR SECTION 1134A.6 FOR SHOWERS.) 7. WHEN TWO OR MORE LAVATORIES ARE PROVIDED, AT LEAST ONE SHALL BE MADE ACCESSIBLE AND COMPLY WITH SECTION 1134A.8. 8. BATHROOMS SHALL BE PROVIDED WITH AN ACCESSIBLE ROUTE INTO AND THROUGH THE BATHROOM. 9. IF A DOOR IS PROVIDED, IT SHALL COMPLY WITH THE REQUIREMENTS OF SECTION 1132A.5. (see detail XX this sheet) 10. A MINIMUM 18-INCH (457 MM) CLEAR MANEUVERING SPACE SHALL BE PROVIDED ON THE SWING SIDE OF THE DOOR AT THE STRIKE EDGE OF THE DOOR. 11. SWITCHES, OUTLETS AND CONTROLS SHALL COMPLY WITH SECTION 1142A. (see detail XX/XXX) 12. REINFORCED WALLS TO ALLOW FOR THE FUTURE INSTALLATION OF GRAB BARS AROUND THE TOILET, TUB AND SHOWER SHALL COMPLY WITH SECTIONS 1134A.5 FOR BATHTUBS, 1134A.6 FOR SHOWERS AND 1134A.7 FOR WATER CLOSETS. GRAB BARS SHALL COMPLY WITH SECTIONS 1127A.4 (see detail XX/XXX AND 1127A.2.2, ITEM 4 (see detail XX/XXX). WHEN OPTION 2 IS USED, ALL ADDITIONAL BATHROOMS MUST COMPLY WITH ITEMS 8 THROUGH 12 ABOVE. 1134A.3 POWDER ROOMS. ALL POWDER ROOMS SHALL BE DESIGNED TO COMPLY WITH SECTION 1134A.2, OPTION 2, ITEMS 8 THROUGH 12. WHEN THE POWDER ROOM IS THE ONLY TOILET FACILITY LOCATED ON AN ACCESSIBLE LEVEL, IT SHALL COMPLY WITH THE OPTION 2 ITEMS LISTED ABOVE, PLUS ALL ADDITIONAL REQUIREMENTS LOCATED IN SECTIONS 1134A.4, 1134A.7 AND 1134A.8. 1134A.4 SUFFICIENT MANEUVERING SPACE. BATHING AND TOILET FACILITIES REQUIRED TO BE ADAPTABLE SHALL PROVIDE SUFFICIENT MANEUVERING SPACE FOR A PERSON USING A WHEELCHAIR OR OTHER MOBILITY AID TO ENTER AND CLOSE THE DOOR, USE THE FIXTURES, REOPEN THE DOOR AND EXIT. WHERE THE DOOR SWINGS INTO THE BATHROOM OR POWDER ROOM, THERE SHALL BE A CLEAR MANEUVERING SPACE OUTSIDE THE SWING OF THE DOOR OF AT LEAST 30 INCHES BY 48 INCHES (762 MM BY 1219 MM) WITHIN THE ROOM. THE CLEAR MANEUVERING SPACE SHALL ALLOW THE USER TO POSITION A WHEELCHAIR OR OTHER MOBILITY AID CLEAR OF THE PATH OF THE DOOR AS IT IS CLOSED AND TO PERMIT USE OF FIXTURES. DOORS MAY SWING INTO THE REQUIRED CLEAR SPACE AT ANY FIXTURE WHEN A CLEAR MANEUVERING SPACE IS PROVIDED OUTSIDE THE SWING ARC OF THE DOOR SO IT CAN BE CLOSED. MANEUVERING SPACES MAY INCLUDE ANY KNEE SPACE OR TOE SPACE AVAILABLE BELOW BATHROOM FIXTURES. 1134A.5 BATHTUBS. BATHTUBS REQUIRED TO BE ACCESSIBLE SHALL COMPLY WITH THIS SECTION. 1. FLOOR SPACE. THERE SHALL BE A MINIMUM CLEAR FLOOR SPACE 48 INCHES PARALLEL BY 30 INCHES PERPENDICULAR (1219 MM BY 762 MM) TO THE SIDE OF A BATHTUB OR BATHTUB- SHOWER COMBINATION (MEASURED FROM THE FOOT OR DRAIN END OF THE BATHTUB) TO PROVIDE FOR THE MANEUVERING OF A WHEELCHAIR AND TRANSFER TO AND FROM THE BATHING FACILITIES. THE AREA UNDER A LAVATORY MAY BE INCLUDED IN THE CLEAR FLOOR SPACE PROVIDED THE KNEE AND TOE SPACE COMPLY WITH SECTION 1134A.8. CABINETS UNDER LAVATORIES AND TOILETS SHALL NOT ENCROACH INTO THE CLEAR FLOOR SPACE. 2. REINFORCED WALLS FOR GRAB BARS. A BATHTUB INSTALLED WITHOUT SURROUNDING WALLS SHALL PROVIDE REINFORCED AREAS FOR THE INSTALLATION OF FLOOR-MOUNTED GRAB BARS. WHERE A BATHTUB IS INSTALLED WITH SURROUNDING WALLS, GRAB BAR REINFORCEMENT SHALL BE LOCATED ON EACH END OF THE BATHTUB, 32 INCHES TO 38 INCHES (813 MM TO 965 MM) ABOVE THE FLOOR, EXTENDING A MINIMUM OF 24 INCHES (610 MM) FROM THE FRONT EDGE OF THE BATHTUB TOWARD THE BACK WALL OF THE BATHTUB. THE GRAB BAR REINFORCEMENT SHALL BE A MINIMUM OF 6 INCHES (152.4 MM) NOMINAL IN HEIGHT; SEE FIGURE 11A-9G (b). GRAB BAR REINFORCEMENT SHALL BE INSTALLED ON THE BACK WALL OF THE BATHTUB A MAXIMUM OF 6 INCHES (152.4 MM) ABOVE THE BATHTUB RIM EXTENDING UPWARD TO AT LEAST 38 INCHES (965 MM) ABOVE THE FLOOR. GRAB BAR BACKING SHALL BE INSTALLED HORIZONTALLY TO PERMIT THE INSTALLATION OF A 48-INCH (1219 MM) GRAB BAR WITH EACH END A MAXIMUM OF 6 INCHES (152.4 MM) FROM THE END WALLS OF THE BATHTUB. THE GRAB BAR REINFORCEMENT SHALL BE A MINIMUM OF 6 INCHES (152.4 MM) NOMINAL IN HEIGHT. 3. BATHTUB CONTROLS. FAUCET CONTROLS AND OPERATION MECHANISMS SHALL BE OPERABLE WITH ONE HAND AND SHALL NOT REQUIRE TIGHT GRASPING, PINCHING OR TWISTING OF THE WRIST. THE FORCE REQUIRED TO ACTIVATE CONTROLS SHALL BE NO GREATER THAN 5 POUND-FORCE (22.2 N). LEVER OPERATED, PUSH TYPE AND ELECTRONICALLY CONTROLLED MECHANISMS ARE EXAMPLES OF ACCEPTABLE DESIGNS. 4. SHOWER UNIT. A SHOWER SPRAY UNIT IS NOT REQUIRED IN BATHTUBS. 5. BATHTUB ENCLOSURES. DOORS AND PANELS OF BATHTUB ENCLOSURES SHALL BE SUBSTANTIALLY CONSTRUCTED FROM APPROVED, SHATTER-RESISTANT MATERIALS. HINGED DOORS SHALL OPEN OUTWARD. GLAZING USED IN DOORS AND PANELS OF BATHTUB ENCLOSURES SHALL BE FULLY TEMPERED, LAMINATED SAFETY GLASS OR APPROVED PLASTIC. WHEN GLASS IS USED, IT SHALL HAVE MINIMUM THICKNESS OF NOT LESS THAN 1/8 INCH (3.17 MM) WHEN FULLY TEMPERED, OR 1/4 INCH (6.35 MM) WHEN LAMINATED, AND SHALL PASS THE TEST REQUIREMENTS OF THIS PART, CHAPTER 24, GLASS AND GLAZING. PLASTICS USED IN DOORS AND PANELS OF BATHTUB ENCLOSURES SHALL BE OF A SHATTER-RESISTANT TYPE. 1134A.6 SHOWERS. SHOWERS REQUIRED TO BE ACCESSIBLE SHALL COMPLY WITH THIS SECTION. 1. SIZE. WHEN ONE OR MORE SHOWER STALLS ARE PROVIDED WITHIN THE SAME DWELLING UNIT, AT LEAST ONE SHOWER STALL COMPLY WITH ONE OF THE FOLLOWING REQUIREMENTS AS ILLUSTRATED IN FIGURE 11A-9L. 1.1 THE SHOWER STALL SHALL MEASURE AT LEAST 42 INCHES WIDE BY 48 INCHES DEEP (1067 MM BY 1219 MM) WITH AN ENTRANCE OPENING OF AT LEAST 36 INCHES (914 MM); OR 1.2. THE SHOWER STALL SHALL MEASURE AT LEAST 30 INCHES DEEP BY 60 INCHES WIDE (762 MM BY 1524 MM) WITH AN ENTRANCE OPENING OF AT LEAST 60 INCHES (1524 MM). A WATER CLOSET MAY PROJECT A MAXIMUM OF 12 INCHES (305 MM) INTO THE OPENING, PROVIDED THAT A MINIMUM OF 36 INCHES (914 MM) CLEAR SPACE IS MAINTAINED BETWEEN THE WATER CLOSET AND THE SHOWER WALL; OR 1.3. OTHER SHOWER STALL CONFIGURATIONS SHALL MEASURE AT LEAST 36 INCHES DEEP BY 60 INCHES WIDE (914 MM BY 1524 MM) WITH AN ENTRANCE OPENING OF AT LEAST 36 INCHES (914 MM) WHEN A WALL IS INSTALLED ON THE OPENING SIDE.2. SLOPE. THE MAXIMUM SLOPE OF THE SHOWER FLOOR SHALL BE 1/2 INCH (12.7 MM) PER FOOT IN ANY DIRECTION AND SHALL SLOPE TO A DRAIN. THE FLOOR SURFACES SHALL BE OF GRIT- FACED OR CARBORUNDUM TILE OR OF MATERIAL PROVIDING EQUIVALENT SLIP RESISTANCE. 3. FLOOR SPACE. A CLEAR MANEUVERING SPACE AT LEAST 30 INCHES IN WIDTH BY 48 INCHES IN LENGTH (762 MM BY 1219 MM) SHALL BE LOCATED OUTSIDE THE SHOWER, FLUSH AND PARALLEL TO THE CONTROL WALL. 4. REINFORCED WALLS FOR GRAB BARS. GRAB BAR REINFORCEMENT SHALL BE INSTALLED CONTINUOUS IN THE WALLS OF SHOWERS 32 INCHES TO 38 INCHES (813 MM TO 965 MM) ABOVE THE FLOOR; SEE FIGURE 11A-9G (c). THE GRAB BAR REINFORCEMENT SHALL BE A MINIMUM OF 6 INCHES (152.4 MM) NOMINAL IN HEIGHT. GLASS-WALLED SHOWER STALLS SHALL PROVIDE REINFORCEMENT FOR INSTALLATION OF FLOOR-MOUNTED OR CEILING-MOUNTED GRAB BARS. 5. THRESHOLDS. WHEN A THRESHOLD IS USED, IT SHALL BE A MAXIMUM OF 2 INCHES (50.8 MM) IN HEIGHT AND HAVE A BEVELED OR SLOPED ANGLE NOT EXCEEDING 1 UNIT VERTICAL IN 2 UNITS HORIZONTAL (26.6 DEGREES FROM THE HORIZONTAL). THRESHOLDS 1/2 INCH (12.7 MM) OR LESS IN HEIGHT MAY HAVE A BEVELED OR SLOPED ANGLE NOT EXCEEDING 1 UNIT VERTICAL IN 1 UNIT HORIZONTAL (45 DEGREES FROM THE HORIZONTAL). 6. SHOWER CONTROLS. FAUCET CONTROLS AND OPERATION MECHANISMS SHALL BE OPERABLE WITH ONE HAND AND SHALL NOT REQUIRE TIGHT GRASPING, PINCHING OR TWISTING OF THE WRIST. THE FORCE REQUIRED TO ACTIVATE CONTROLS SHALL BE NO GREATER THAN 5 POUNDS (22.2N). LEVER OPERATED, PUSH TYPE AND ELECTRONICALLY CONTROLLED MECHANISMS ARE EXAMPLES OF ACCEPTABLE DESIGNS. 7. SHOWER ENCLOSURES. DOORS AND PANELS OF SHOWER ENCLOSURES SHALL BE SUBSTANTIALLY CONSTRUCTED FROM APPROVED, SHATTER-RESISTANT MATERIALS. HINGED SHOWER DOORS SHALL OPEN OUTWARD. GLAZING USED IN DOORS AND PANELS OF SHOWER ENCLOSURES SHALL BE FULLY TEMPERED, LAMINATED SAFETY GLASS OR APPROVED PLASTIC. WHEN GLASS IS USED, IT SHALL HAVE MINIMUM THICKNESS OF NOT LESS THAN 1/8 INCH (3.17 MM) WHEN FULLY TEMPERED, OR 1/4 INCH (6.35 MM) WHEN LAMINATED, AND SHALL PASS THE TEST REQUIREMENTS OF THIS PART, CHAPTER 24, GLASS AND GLAZING. PLASTICS USED IN DOORS AND PANELS OF SHOWER ENCLOSURES SHALL BE OF A SHATTER-RESISTANT TYPE. 1134A.7 WATER CLOSETS. WATER CLOSETS IN BATHROOMS OR POWDER ROOMS REQUIRED TO BE ACCESSIBLE SHALL COMPLY WITH THIS SECTION 1. FLOOR SPACE AND LOCATION. THE MINIMUM FLOOR SPACE PROVIDED AT A WATER CLOSET SHALL BE 48 INCHES ( 1219 MM) IN CLEAR WIDTH. THE CLEAR FLOOR SPACE SHALL EXTEND PAST THE FRONT EDGE OF THE WATER CLOSET AT LEAST 36 INCHES (914 MM). SEE FIGURE 11A-9M. EXCEPTION: THE 48-INCH (1219 MM) MINIMUM CLEAR WIDTH MAY BE REDUCED TO 36 INCHES (914 MM) FOR LAVATORIES, CABINETS, WING WALLS OR PRIVACY WALLS LOCATED IMMEDIATELY ADJACENT TO A WATER CLOSET WHICH EXTEND NO MORE THAN 24 INCHES (610 MM) IN DEPTH. WATER CLOSETS SHALL BE LOCATED WITHIN BATHROOMS IN A MANNER THAT PERMITS A GRAB BAR TO BE INSTALLED ON ONE SIDE OF THE FIXTURE. THE CENTERLINE OF THE WATER CLOSET SHALL BE 17 INCHES (432 MM) MINIMUM TO 18 INCHES (457 MM) MAXIMUM FROM A GRAB BAR WALL OR PARTITION. IN LOCATIONS WHERE WATER CLOSETS ARE ADJACENT TO NON-GRAB BAR WALLS, VANITIES, LAVATORIES OR BATHTUBS, THE CENTERLINE OF THE FIXTURE SHALL BE A MINIMUM OF 18 INCHES (457 MM)FROM THE OBSTACLE. 2. REINFORCED WALLS FOR GRAB BARS. WHERE THE WATER CLOSET IS NOT PLACED ADJACENT TO A SIDE WALL CAPABLE OF ACCOMMODATING A GRAB BAR, THE BATHROOM SHALL HAVE PROVISIONS FOR INSTALLATION OF FLOOR-MOUNTED, FOLDAWAY OR SIMILAR ALTERNATIVE GRAB BARS. WHERE THE WATER CLOSET IS PLACED ADJACENT TO A SIDE WALL, REINFORCEMENT SHALL BE INSTALLED ON BOTH SIDES OR ONE SIDE AND THE BACK. IF REINFORCEMENT IS INSTALLED AT THE BACK, IT SHALL BE INSTALLED BETWEEN 32 INCHES (813 MM) AND 38 INCHES (965 MM) ABOVE THE FLOOR. THE GRAB BAR REINFORCEMENT SHALL BE A MINIMUM OF 6 INCHES ( 152.4 MM) NOMINAL IN HEIGHT. THE BACKING SHALL BE A MINIMUM OF 40 INCHES (1016 MM) IN LENGTH. REINFORCEMENT INSTALLED AT THE SIDE OF THE WATER CLOSET SHALL BE INSTALLED 32 INCHES TO 38 INCHES (813 MM TO 965 MM) ABOVE THE FLOOR. THE REINFORCEMENT SHALL BE INSTALLED A MAXIMUM OF 12 INCHES (305 MM) FROM THE REAR WALL AND SHALL EXTEND A MINIMUM OF 26 INCHES (660 MM) IN FRONT OF THE WATER CLOSET. THE GRAB BAR REINFORCEMENT SHALL BE A MINIMUM OF 6 INCHES (152.4 MM) NOMINAL IN HEIGHT; SEE FIGURE 11A-9G (a). 3. SEAT HEIGHT. THE MINIMUM HEIGHT OF WATER CLOSET SEATS SHALL BE 15 INCHES (381 MM) ABOVE THE FLOOR. 4. WATER CLOSET CONTROLS. WATER CLOSET CONTROLS SHALL BE MOUNTED NO MORE THAN 44 INCHES (1118 MM) ABOVE THE FLOOR. THE FORCE REQUIRED TO ACTIVATE CONTROLS SHALL BE NO GREATER THAN 5 POUNDS (22.2 N). 1134A.8 LAVATORIES, VANITIES, MIRRORS AND TOWEL FIXTURES. BATHROOMS OR POWDER ROOMS REQUIRED TO BE ACCESSIBLE SHALL HAVE AT LEAST ONE ACCESSIBLE LAVATORY. WHERE MIRRORS AND TOWEL FIXTURES ARE PROVIDED, AT LEAST ONE OF EACH SHALL BE ACCESSIBLE. 1. LOCATION. VANITIES AND LAVATORIES SHALL BE INSTALLED WITH THE CENTERLINE OF THE FIXTURE A MINIMUM OF 18 INCHES (457 MM) HORIZONTALLY FROM AN ADJOINING WALL OR FIXTURE TO ALLOW FOR FORWARD APPROACH. WHEN PARALLEL APPROACH IS PROVIDED, LAVATORIES SHALL BE INSTALLED WITH THE CENTERLINE OF THE FIXTURE A MINIMUM OF 24 INCHES (610 MM) HORIZONTALLY FROM AN ADJOINING WALL OR FIXTURE; see figure 34.1. THE TOP OF THE FIXTURE RIM SHALL BE A MAXIMUM OF 34 INCHES (864 MM) ABOVE THE FINISHED FLOOR. 2.. FLOOR SPACE. A CLEAR MANEUVERING SPACE AT LEAST 30 INCHES BY 48 INCHES (762 MM BY 1219 MM) SHALL BE PROVIDED AT LAVATORIES AND SHALL BE CENTERED ON THE LAVATORY. 3. CABINETS. CABINETS UNDER LAVATORIES ARE ACCEPTABLE PROVIDED THE BATHROOM HAS SPACE TO ALLOW A PARALLEL APPROACH BY A PERSON IN A WHEELCHAIR AND THE LAVATORY CABINETS ARE DESIGNED WITH ADAPTABLE KNEE AND TOE SPACE; see figure 34.2. 4. KNEE AND TOE SPACE. KNEE AND TOE SPACE SHALL BE PROVIDED AS FOLLOWS: 4.1. THE KNEE SPACE SHALL BE AT LEAST 30 INCHES (762 MM) WIDE AND 8 INCHES (203.2 MM) DEEP. 4.2.THE KNEE SPACE SHALL BE AT LEAST 29 INCHES (737 MM) HIGH AT THE FRONT FACE AND REDUCING TO NOT LESS THAN 27 INCHES (686 MM) AT A POINT 8 INCHES (203.2 MM) BACK FROM THE FRONT EDGE. 4.3. THE KNEE AND TOE SPACE REQUIRED IN THIS SECTION SHALL BE PROVIDED BY ONE OF THE FOLLOWING: 4.3.1.THE SPACE BENEATH THE LAVATORY SHALL BE LEFT CLEAR AND UNOBSTRUCTED; 4.3.2.ANY CABINET BENEATH THE LAVATORY SHALL BE REMOVABLE WITHOUT THE USE OF SPECIALIZED KNOWLEDGE OR SPECIALIZED TOOLS; OR 4.3.3.DOORS TO THE CABINET BENEATH THE LAVATORY SHALL BE REMOVABLE OR OPENABLE TO PROVIDE THE REQUIRED UNOBSTRUCTED KNEE AND TOE SPACE. 4.4 THE TOE SPACE REQUIRED IN THIS SECTION SHALL BE PROVIDED AS FOLLOWS: 4.4.1.SHALL BE AT LEAST 30 INCHES (762 MM) WIDE AND CENTERED ON THE LAVATORY. 4.4.2.SHALL BE AT LEAST 17 INCHES (432 MM) DEEP, MEASURED FROM THE FRONT EDGE. 4.4.3.SHALL BE AT LEAST 9 INCHES (228.6 MM) HIGH FROM THE FLOOR. 5. FINISHED FLOOR. THE FINISHED FLOOR BENEATH THE LAVATORY SHALL BE EXTENDED TO THE WALL. 6.PLUMBING PROTECTION. HOT WATER AND DRAIN PIPES EXPOSED UNDER LAVATORIES SHALL BE INSULATED OR OTHERWISE COVERED. THERE SHALL BE NO SHARP OR ABRASIVE SURFACES UNDER LAVATORIES. 7. LAVATORY FAUCET CONTROLS. FAUCET CONTROLS AND OPERATION MECHANISMS SHALL BE OPERABLE WITH ONE HAND AND SHALL NOT REQUIRE TIGHT GRASPING PINCHING OR TWISTING OF THE WRIST. THE FORCE REQUIRED TO ACTIVATE CONTROLS SHALL BE NO GREATER THAN 5 POUNDS (22.2 N). LEVER OPERATED PUSH-TYPE AND ELECTRONICALLY CONTROLLED MECHANISMS ARE EXAMPLES OF ACCEPTABLE DESIGNS. SELF-CLOSING VALVES ARE ALLOWED IF THE FAUCET REMAINS OPEN FOR AT LEAST 10 SECONDS. 8. MIRRORS AND TOWEL FIXTURES. WHERE MIRRORS OR TOWEL FIXTURES ARE PROVIDED THEY SHALL BE MOUNTED WITH THE BOTTOM REFLECTIVE EDGE NO HIGHER THAN 40 INCHES (1016 MM) FROM THE FLOOR. FIGURE 11A-9G REINFORCEMENT FOR GRAB BARS (areas outlined in dashed lines and shaded represent location for future installation of grab bars) (b) grab bar reinforcement for adaptable bathtubs 4'-0" MIN6" MAX 6" MAX control end (foot) wall back wall head end wall 2' - 8 " M A X 2'-0" MIN 2'-0" MIN 6" MA X 3' - 2 " M I N provide additional backing for fold away grab bar when required by 1134A.7 item 2; verify requirement with selected manufacturer 2' - 3 " 6' - 4 " ℄ (a) grab bar reinforcement for adaptable water closets back wall side wall 2' - 8 " M A X 2' - 8 " M A X 3' - 2 " M I N 3'-6" MIN1'-0" MAX 3' - 2 " M I N 2'-2" MIN 3'-4" MIN 1' - 4 " MI N 1'-4" (c) grab bar reinforcement for adaptable showers control end side wall back wall side wall 2' - 8 " M A X 6" MI N 3' - 2 " M I N FIGURE 11A-9L SHOWER SIZES 3' - 0 " M I N 1'-0" MAX 2' - 6 " M I N 5'-0" MIN FIGURE 11A-9M WING WALL OR CABINET AT WATER CLOSET (clear floor space at toilets shown shaded) 1'-6" MIN 4'-0" MIN 16" min 18" max 3'-0" MIN 2' - 0 " MA X 3' - 0 " M I N ℄ 6" max bowl depth, top of rim 34" max clearance required between base cabinet and ℄ of water closet; also see Figure 11A-9M 3'-6" min width base cabinet designed to provide the adaptable knee, toe and 30"x48" clear floor space clearances required for forward approach to sink; see interior cabinet elevation for additional requirements 2'-0" MIN CLEAR 2'-6" MIN 2' - 6 " M I N ℄ 1' - 5 " MI N 1'-3" 1' - 1 1 " MA X 4'-0" MIN 4' - 0 " M I N clear floor space required for parallel approach to base cabinet Clearance required from finish wall surface to ℄ of sink to allow for required parallel approach when base cabinet is provided. 1'-11" MAX 9" MI N 2' - 1 0 " M A X 2' - 3 " M I N at b a c k o f k n e e 11" MIN sink rim or counter top apron toe 8" MIN 1'-5" MIN faucet controls per 1134A.8 # 7 knee and toe space per 1134A.8 # 4 (shown shaded) plumbing protection per 1134A.8 # 6 2' - 5 " M I N at f r o n t a p r o n knee mirrors per 1134A.8 # 8 mirrors and towel fixtures 3' - 4 " M A X towel fixtures per 1134A.8 # 8 floor finish per 1134A.8 # 5 1'-6" MIN FIGURE 34.1 CABINETS UNDER LAVATORIES FIGURE 34.2 CABINET ADAPTABLE WITH KNEE AND TOE SPACE ℄ 6' - 4 " 3' - 8 " M A X 2'-0" MAX ℄2'-0" MAX full width at all shower stall walls co n t r o l e n d si d e w a l l back wall si d e w a l l (1.2) 30"x60" shower stall (with water closet projection shown) 3' - 6 " M I N (1.3) 36"x60" shower stall with 36" entrance opening (1.1) 42"x48" shower stall with 36" entrance opening 3'-0" MIN 3'-3" min with shower door 3' - 0 " M I N 3' - 3 " m i n w i t h sh o w e r d o o r 5'-0" MIN co n t r o l e n d si d e w a l l back wall si d e w a l l 4'-0" MIN control side wall side wall (seat side FHA) ba c k w a l l reinforce full width of shower for future wall mounted seat starting at the floor to a height of 2'-0" (FHA) 6" 4' - 6 " ( F H A s e a t ) additional clear space required to allow for side transfer to future seat (FHA) shower door shall provide 34" clear opening with when door is open at 90° 34 " c l r o p n g 1'-6" MIN 16" min 18" max 3'-0" MIN ℄ 2'-0" MIN 4' - 0 " M I N TU B A C C E S S 1'-0" MAX 1'-0" MAX 4'-0" MIN fold away grab bar required at water closet adjacent to tub; see Figure 11A-9G (a) 2' - 0 " MA X 3'-4" reinforced wall for required grab bar reinforcing over rides 3'-0" min shown; see Figure 11A-9G (a) 3' - 0 " M I N 3' - 3 " m i n w i t h sh o w e r d o o r BATHROOMS AND TOILET FACILITIES SHALL BE DESIGNED TO COMPLY PER SECTION 11341.2 WITH "OPTION 2". BATHROOM REQ (OPTION 2)- 32 2 N . H A R B O R B L V D . SA N T A A N A , C A 9 2 7 0 3 SHEET NUMBER 2 0 2 4 0 1 0 SHEET TITLE PROJECT NUMBER REVISIONS NO.DATE NO.DATE HANNOUCHE ARCHITECTS EXPRESSLY RESERVES ITS COMMON LAW COPYRIGHT AND OTHER PROPERTY RIGHTS INHERENT IN THESE PLANS. ALL DRAWINGS, ELECTRONIC FILES, FIELD NOTES AND ASSOCIATED DOCUMENTS ARE INSTRUMENTS OF SERVICE AND ARE THE PROPERTY OF HANNOUCHE ARCHITECTS. ALL INFORMATION CONTAINED IN THESE DRAWINGS, ELECTRONIC FILES, FIELD NOTES AND ASSOCIATED DOCUMENTS IS PROJECT SPECIFIC AND SHALL NOT BE REPRODUCED, DISCLOSED, CHANGED, COPIED, OR USED OTHERWISE IN ANY FORM OR MANNER WHATSOEVER, WITHOUT FIRST OBTAINING THE EXPRESSED WRITTEN PERMISSION AND CONSENT OF HANNOUCHE ARCHITECTS. HANNOUCHE ARCHITECT c 2021 HANNOUCHE ARCHITECTS 949.261.2070 SAMIR HANNOUCHE, ARCHITECT 20250 SW ACACIA ST. #145 NEWPORT BEACH, CA 92660 May 9, 2025 1 CORR 12/10/24 BLDG A CORR 3/18/25 OCFA 2 CORR 4/09/25 BLDG DATE SIGNED2 3 CORR 5/09/25 BLDG SEC. 1127A.11 STORAGE - 1127A.11 STORAGE 1127A.11.1 GENERAL. IF FIXED STORAGE FACILITIES SUCH AS CABINETS, SHELVES, CLOSETS OR DRAWERS ARE PROVIDED WHERE ACCESS IS REQUIRED BY CBC SECTIONS 1.8.2.1.2 AND 1102A (see detail XX / XXX), AT LEAST ONE OF EACH TYPE OF FACILITY PROVIDED SHALL COMPLY WITH THIS SECTION. ADDITIONAL STORAGE MAY BE PROVIDED OUTSIDE OF THE REACH RANGES SPECIFIED IN SECTION 1138A.3 (see detail XX / XXX). 1127A.11.2 CLEAR FLOOR SPACE. A CLEAR FLOOR SPACE AT LEAST 30 INCHES BY 48 INCHES (762 MM BY 1219 MM) COMPLYING WITH SECTION 1138A.1.4 (see detail XX / XXX) THAT ALLOWS EITHER A FORWARD OR PARALLEL APPROACH BY A PERSON USING A WHEELCHAIR SHALL BE PROVIDED AT ACCESSIBLE STORAGE FACILITIES. 1127A.11.3 HEIGHT. ACCESSIBLE STORAGE SPACES AND CLOTHES RODS SHALL BE WITHIN AT LEAST ONE OF THE REACH RANGES SPECIFIED IN SECTION 1138A.3 (see detail XX / XXX). (SEE FIGURE 11A-1I AND FIGURE 11A-1J.) 1127A.11.4 HARDWARE. HARDWARE FOR ACCESSIBLE STORAGE FACILITIES SHALL COMPLY WITH SECTION 1138A.4 (see detail XX / XXX). TOUCH LATCHES AND U-SHAPED PULLS ARE ACCEPTABLE. FIGURE 11A-1I FORWARD REACH (b) forward reach over obstruction (a) unobstructed forward reach planelevation 4'-0" MIN 1' - 3 " MI N 4' - 0 " M A X clear floor space planelevation 4'-0" MIN 2' - 1 0 " M A X 20" MAX required knee and toe space 4' - 0 " M A X clear floor space 4'-0" MIN 2' - 6 " M I N 2' - 6 " M I N 20" MAX 4'-0" MIN X ≥ 20"X ≥ 20" planelevation 4'-0" MIN 2' - 1 0 " M A X 20"< Y ≤ 25" required knee and toe space 4' - 0 " M A X clear floor space 2' - 6 " M I N 20"< Y ≤ 25" 4'-0" MIN X ≥ YX ≥ Y FIGURE 11A-1I SIDE REACH (a) unobstructed side reach high and low side reach limits 1' - 3 " MI N 4' - 0 " M A X clear floor space 2'-6" MIN clear floor space for parallel approach 4' - 0 " M I N 2'-6" MIN 1 ' - 3 " MI N 4' - 0 " M A X clear floor space 2'-6" MIN 4' - 0 " M I N 2'-6" MIN high and low side reach limits clear floor space for parallel approach 10" MAX 10" MAX 2 ' - 1 0 " MA X 3' - 1 0 " M A X clear floor space 2'-6" MIN 4' - 0 " M I N 2'-6" MIN maximum side reach over obstruction clear floor space for parallel approach 10" MIN 2'-0" MAX 10" MIN 2'-0" MAX (b) side reach over obstruction 10" maximum (c) side reach over obstruction 10" minimum and 24" maximum SEC. 1127A.12 SEATING, TABLES AND COUNTERS - 1127A.12 FIXED OR BUILT-IN SEATING, TABLES AND COUNTERS 1127A.12.1 MINIMUM SEATING. WHERE FIXED OR BUILT-IN SEATING, TABLES OR COUNTERS ARE PROVIDED FOR RESIDENTS OR GUESTS, 5 PERCENT, BUT NOT LESS THAN ONE, SHALL BE ACCESSIBLE AS PROVIDED IN THIS SECTION. 1127A.12.2 CLEAR FLOOR SPACE. WHEN SEATING SPACES FOR PERSONS IN WHEELCHAIRS ARE PROVIDED AT FIXED TABLES OR COUNTERS, CLEAR FLOOR SPACE COMPLYING WITH SECTION 1138A.1.4(see detail XX / XXX) POSITIONED FOR A FORWARD APPROACH SHALL BE PROVIDED. SUCH CLEAR FLOOR SPACE SHALL NOT OVERLAP THE REQUIRED KNEE AND TOE SPACE BY MORE THAN 19 INCHES ( 483 MM). (SEE FIGURE 11A-1K.) 1127A.12.3 KNEE AND TOE SPACE. WHEN SEATING FOR PERSONS IN WHEELCHAIRS IS PROVIDED AT FIXED TABLES OR COUNTERS, KNEE AND TOE SPACE COMPLYING WITH SECTION 1138A.2 (see detail XX / XXX) SHALL BE PROVIDED. (SEE FIGURE 11A-1K.) 1127A.12.4 HEIGHT OF WORK SURFACES. THE TOPS OF TABLES AND COUNTERS SHALL BE 28 INCHES TO 34 INCHES (711 MM TO 864 MM)FROM THE FINISH FLOOR. EXCEPTION:WHEN FOOD OR DRINK IS SERVED FOR CONSUMPTION AT A COUNTER EXCEEDING 34 INCHES (864 MM) IN HEIGHT, ONLY A PORTION OF THE MAIN COUNTER, 60 INCHES (1524 MM) MINIMUM IN LENGTH, SHALL BE PROVIDED IN COMPLIANCE WITH THIS SECTION. FIGURE 11A-1K 4' - 0 " M I N 2'-6" MIN 3'-6" MIN 2' - 6 " M I N 2'-6" MIN 1' - 7 " MI N 4'-0" MIN 1'-7" MIN 2' - 6 " M I N AC C E S S I B L E PA T H O F T R A V E L SEC. 1133A KITCHENS - SECTION 1133A KITCHENS 1133A.1 GENERAL. KITCHENS SHALL BE ON AN ACCESSIBLE ROUTE AND SHALL COMPLY WITH THIS SECTION. 1133A.2 CLEAR FLOOR SPACE. CLEAR FLOOR SPACE AT KITCHENS SHALL COMPLY WITH THE FOLLOWING: 1. A CLEAR FLOOR SPACE AT LEAST 30 INCHES (762 MM) BY 48 INCHES ( 1219 MM) THAT ALLOWS A PARALLEL APPROACH BY A PERSON IN A WHEELCHAIR SHALL BE PROVIDED AT THE RANGE OR COOKTOP; see figure 33.1(a) 2. CLEAR FLOOR SPACE AT LEAST 30 INCHES (762 MM) BY 48 INCHES (1219 MM) THAT ALLOWS EITHER A PARALLEL OR FORWARD APPROACH SHALL BE PROVIDED AT THE KITCHEN SINK AND ALL OTHER FIXTURES OR APPLIANCES INCLUDING THE OVEN, DISHWASHER, REFRIGERATOR/FREEZER AND TRASH COMPACTOR; see figure 33.1(b) 3. THE CENTERLINE OF THE 30-INCH (762 MM) BY 48-INCH (1219 MM) CLEAR FLOOR SPACE PROVIDED FOR PARALLEL OR FORWARD APPROACH SHALL BE ALIGNED WITH THE CENTERLINE OF THE APPLIANCE OR FIXTURE. (see figure 33.1) 1133A.2.1 CLEAR WIDTH. KITCHENS SHALL HAVE A MINIMUM CLEAR WIDTH MEASURED BETWEEN ANY CABINET, COUNTERTOP OR THE FACE OF ANY APPLIANCE (EXCLUDING HANDLES AND CONTROLS) THAT PROJECTS INTO THE KITCHEN AND THE OPPOSING CABINET, COUNTERTOP, APPLIANCE OR WALL AS FOLLOWS: 1. U-SHAPED KITCHENS, DESIGNED WITH PARALLEL APPROACH AT A RANGE OR COOKTOP LOCATED AT THE BASE OF THE U, SHALL HAVE A MINIMUM CLEAR WIDTH OF AT LEAST 60 INCHES ( 1524 MM); see figure 33.2(1). 2. U-SHAPED KITCHENS, DESIGNED WITH A COOKTOP OR SINK LOCATED AT THE BASE OF THE U, WHICH PROVIDES A KNEE AND TOE SPACE IN ACCORDANCE WITH SECTION 1133A. 7 TO ALLOW FOR A FORWARD APPROACH, SHALL HAVE A CLEAR WIDTH OF AT LEAST 48 INCHES (1219 MM); see figure 33.2(2). 3. ALL OTHER KITCHEN DESIGNS SHALL PROVIDE A MINIMUM CLEAR WIDTH OF AT LEAST 48 INCHES (1219 MM); see figure 33.2(3). 1133A.3 REMOVABLE BASE CABINETS. BASE CABINETS DIRECTLY UNDER THE KITCHEN SINK COUNTER AREA, INCLUDING TOE BOARD AND SHELVING, SHALL BE REMOVABLE WITHOUT THE USE OF SPECIALIZED TOOLS OR SPECIALIZED KNOWLEDGE IN ORDER TO PROVIDE KNEE AND TOE SPACE FOR A WHEELCHAIR. THE FINISH FLOOR BENEATH THE KITCHEN SINK COUNTER AREA SHALL BE EXTENDED TO THE WALL; see figure 33.3 1133A.4 COUNTERTOPS. KITCHEN COUNTERTOPS SHALL COMPLY WITH THIS SECTION AND SHALL BE PROVIDED WITH THE FOLLOWING (SEE SECTION1133A.4.1 FOR REPOSITIONABLE COUNTERTOP REQUIREMENTS): 1. A MINIMUM LINEAR LENGTH OF 30 INCHES (762 MM) OF COUNTERTOP SHALL BE PROVIDED FOR THE KITCHEN SINK INSTALLATION. 2. A MINIMUM LINEAR LENGTH OF 30 INCHES (762 MM) OF COUNTERTOP SHALL BE PROVIDED FOR A WORK SURFACE. 3.THE SINK AND WORK SURFACE MAY BE A SINGLE INTEGRAL UNIT, A MINIMUM OF 60 INCHES (1524 MM) IN LENGTH, OR BE SEPARATE COMPONENTS. EXCEPTION:TWO 15-INCH (381 MM) MINIMUM WIDTH BREADBOARDS MAY BE PROVIDED IN LIEU OF THE REQUIRED 30 INCHES (762 MM) OF COUNTERTOP WORK SURFACE. 1133A.4.1 REPOSITIONABLE COUNTERTOPS. REPOSITIONABLE COUNTERTOPS SHALL BE PROVIDED IN A MINIMUM OF 5 PERCENT OF THE COVERED MULTIFAMILY DWELLING UNITS. REPOSITIONABLE COUNTERTOPS SHALL COMPLY WITH THE FOLLOWING: 1. THE KITCHEN SINK AND WORK SURFACE SPACE REQUIRED BY SECTION 1133A.4 SHALL BE DESIGNED TO ENABLE REPOSITIONING TO A MINIMUM HEIGHT OF28 INCHES (711 MM). 2. BASE CABINETS DIRECTLY UNDER THE KITCHEN SINK COUNTER AREA AND WORK SURFACE SHALL BE REMOVABLE AS REQUIRED IN SECTION 1133A.3. 3. THE SIDES OF ADJACENT CABINETS AND THE BACK WALL, WHICH MAY BECOME EXPOSED TO MOISTURE OR FOOD HANDLING WHEN A COUNTERTOP IS LOWERED, SHALL BE CONSTRUCTED OF DURABLE, NONABSORBENT MATERIALS APPROPRIATE FOR SUCH USES. 4. FINISHED FLOORING SHALL BE EXTENDED TO THE WALL BENEATH THE SINK AND WORK SURFACE. EXCEPTIONS: 1. STONE, CULTURED STONE AND TILED COUNTERTOPS MAY BE USED WITHOUT MEETING THE REPOSITIONING REQUIREMENTS. 2. TWO 15-INCH (381 MM) MINIMUM WIDTH BREADBOARDS MAY BE PROVIDED IN LIEU OF THE REQUIRED 30I INCHES (762 MM) OF COUNTERTOP WORK SURFACE. 1133A.5 LOWER SHELVING. LOWER SHELVING AND/OR DRAWER SPACE SHALL BE PROVIDED IN THE KITCHEN AT A HEIGHT OF NO MORE THAN 48 INCHES (1219 MM) ABOVE THE FLOOR. 1133A.6 KITCHEN SINK FAUCET CONTROLS. FAUCET CONTROLS AND OPERATING MECHANISMS SHALL BE OPERABLE WITH ONE HAND AND SHALL NOT REQUIRE TIGHT GRASPING, PINCHING OR TWISTING OF THE WRIST. THE FORCE REQUIRED TO ACTIVATE CONTROLS SHALL BE NO GREATER THAN 5 POUNDS (22.2N). LEVER-OPERATED, PUSH-TYPE AND ELECTRONICALLY CONTROLLED MECHANISMS ARE EXAMPLES OF ACCEPTABLE DESIGNS. SELF-CLOSING VALVES ARE ALLOWED IF THE FAUCET REMAINS OPEN FOR AT LEAST 10 SECONDS. 1133A.7 KNEE AND TOE SPACE. KNEE AND TOE SPACE, WHEN REQUIRED BY SECTION 1133A, SHALL COMPLY WITH THE FOLLOWING: 1. THE KNEE AND TOE SPACE SHALL BE CLEAR AND UNOBSTRUCTED, OR REMOVABLE BASE CABINETS IN COMPLIANCE WITH SECTION 1133A.3 SHALL BE PROVIDED. 2. THE KNEE AND TOE SPACE SHALL BE 30 INCHES (762 MM) WIDE MINIMUM, CENTERED ON THE SINK, COUNTERTOP OR APPLIANCE. 3. THE KNEE SPACE SHALL BE AT LEAST 27 INCHES (686 MM) ABOVE THE FINISH FLOOR. 4. THE KNEE SPACE SHALL BE 11 INCHES (279 MM) DEEP MINIMUM AT 9 INCHES (229 MM) ABOVE THE FINISH FLOOR, AND 8 INCHES (203 MM) DEEP MINIMUM AT 27 INCHES (686 MM) ABOVE THE FINISH FLOOR, MEASURED FROM THE FRONT EDGE. 5.THE TOE SPACE SHALL BE AT LEAST 9 INCHES (229 MM) ABOVE THE FINISH FLOOR. 6. A CLEAR FLOOR SPACE SHALL NOT EXTEND INTO THE KNEE AND TOE SPACE MORE THAN 19 INCHES (483 MM). 1133A.7.1 PLUMBING PROTECTION. WATER SUPPLY AND DRAIN PIPES UNDER KITCHEN SINKS SHALL BE INSULATED OR OTHERWISE COVERED. THERE SHALL BE NO SHARP OR ABRASIVE SURFACES UNDER KITCHEN SINKS; see figure 33.4. DISHWASHER see requirement for functional clear space when door is open WALL OR MICROWAVE OVEN see requirement for functional clear space when door is open TRASH COMPACTOR see requirement for functional clear space when door is open REFRIGERATOR additional clearance required when a wall extends past the face of the appliance 37" CLEAR U.N.O. DIM. AS REQUIRED DIM. AS REQUIRED DIM. AS REQUIRED 4'-0" MIN CLEAR WIDTH 3'-0" MIN CLEAR PATH 4' - 0 " M I N CL E A R W I D T H 4' - 0 " M I N C L E A R W I D T H 5' - 0 " M I N CL E A R W I D T H 5' - 0 " M I N CL E A R W I D T H Two - 15" bread boards (CB) may be provided in lieu of the 30" countertop work surface with knee and toe space or repositioning the work surface countertop when required by 1133A4.1 refrigerator sinkdishwasher work surface 2'-1" MAX the sides of adjacent cabinets and the back wall, which may become exposed to moisture or food handling when a countertop is lowered, shall be constructed of durable, nonabsorbent materials cabinet to be removable without the use of specialized tools or knowledge sinks with rear located drains simplify knee space requirements of figure 33.4 ℄℄ ℄ 2'-2" MIN 9" MI N 2' - 1 0 " M A X co m m o n a r e a k i t c h e n s 2' - 3 " M I N 11" MIN counter top knee/apron toe 8" MIN 3' - 0 " M A X dw e l l i n g u n i t k i t c h e n s clearance required when a wall or cabinet return extends past the face of the appliance ra n g e A minimum 48" of clear width is required when a sink or a cook top with the required knee and toe space is provided at the base of U-shaped kitchens When a door to an appliance is open, functional clear floor space must be provided. The forward approach to the sink provides the parallel front approach to dishwasher when it's door is open; see figure 16.1 for additional information. CB A 60" diameter turning circle or T-shaped turning space is required at the base of u-shaped kitchens CB COOK TOP forward approach allowed when knee & toe space is provided under the cooktop DIM. AS REQUIRED RANGE see requirement for functional clear space when door is open DIM. AS REQUIRED door ℄℄ FIGURE 33.1 CLEAR FLOOR SPACE (a) parallel approach (b) parallel or forward approach door door door KITCHEN SINK removable base cabinets required see figure 33.4 33" MIN. U.N.O. ℄ (c) functional clear space 6"3'-6" CLEAR FHA requires functional space at all appliances with a pull out or pull down door. The clear floor space of adjacent appliances and the 36" wide accessible path through the kitchen can be combined to provide functional clear floor space. At appliances with a pull down door, either a parallel front approach or parallel side approach using a 9" high toe space under the door when it is pulled down can be used. See figure 33.2 (2) for additional information pa r a l l e l si d e DIM. AS REQUIRED door pa r a l l e l fr o n t SPECIFIED APPLIANCE functional space required when appliance has a pull out or pull down door VE R I F Y ℄ 30" MIN. U.N.O. WORK SURFACE removable base cabinets required see figure 33.4 ℄when a garbage disposal is provided, the sink drain shall be located to the rear of the sink so the disposal can be mounted clear of the required knee & toe space. provide knee and toe space aligned with the forward clear floor space per figure 16.3 work surface area (shown cross-hatched) 2'-0" MIN 2'-0" MIN 1'-3" MIN 1'-3" MIN forward approach parallel approach 2' - 6 " M I N 4' - 0 " M I N FIGURE 33.2 CLEAR WIDTH (1)U-shape kitchen with parallel approach at range or cooktop located at the base of the U (2)U-shape kitchen with a cooktop or sink located at the base of the U refrigerator work surface door dishwasher si n k pa r a l l e l fr o n t range wo r k s u r f a c e ra n g e refrigerator dishwasher sink pa r a l l e l ap p r o a c h 60 " t u r n i n g ci r c l e 4' - 0 " M I N CL E A R W I D T H ℄ extend finish floor beneath the kitchen sink counter area to the wall FIGURE 33.3 REMOVABLE BASE CABINETS FIGURE 33.4 KNEE AND TOE SPACE1'-7" MAX faucet controls per 1133A.6 knee and toe space per 1133A.7 (shown shaded) plumbing protection per 1133A.7.1 at hot water and drain pipes provide insulation or removable appearance panel protection from hot surfaces when a garbage disposal is provided, the sink drain shall be located to the rear of the sink so the disposal can be mounted clear of the required knee & toe space. 1' - 2 " MI N 2' - 0 " MI N Typical outlet and / or switch placement for side approach access when top of receptacle box is mounted no higher than 46" above the finish floor (see detail 36 this sheet) Typical outlet location required by C.E.C. 3'-2" MIN 3'-2" MIN 1' - 2 " MI N See figure 33.2(3) below for additional information 3'-2" MIN 1' - 2 " MI N See figure 33.2(3) below for additional information (3) All other kitchen designs (see figure 33.1 for clear floor space requirements at fixtures and appliances for all clear width figures) SEC. 1136A CONTROL HEIGHTS - SECTION 1136A ELECTRICAL RECEPTACLE, SWITCH AND CONTROL HEIGHTS 1136A.1 RECEPTACLE HEIGHTS. ELECTRICAL RECEPTACLE OUTLETS ON BRANCH CIRCUITS OF 30 AMPERES OR LESS AND COMMUNICATION SYSTEM RECEPTACLES SHALL BE LOCATED NO MORE THAN 48 INCHES (1219 MM) MEASURED FROM THE TOP OF THE RECEPTACLE OUTLET BOX NOR LESS THAN 15 INCHES ( 381 MM) MEASURED FROM THE BOTTOM OF THE RECEPTACLE OUTLET BOX TO THE LEVEL OF THE FINISHED FLOOR OR WORKING PLATFORM. IF THE REACH IS OVER A PHYSICAL BARRIER OR AN OBSTRUCTION (FOR EXAMPLE, A KITCHEN BASE CABINET), RECEPTACLES SHALL BE LOCATED WITHIN THE REACH RANGES SPECIFIED IN SECTION 1138A.3 (see detail XX / XXX). PHYSICAL BARRIERS AND OBSTRUCTIONS SHALL NOT EXTEND MORE THAN 25 INCHES (635 MM) FROM THE WALL BENEATH THE RECEPTACLE. RECEPTACLE OUTLETS THAT DO NOT SATISFY THESE SPECIFICATIONS ARE ACCEPTABLE PROVIDED THAT COMPARABLE RECEPTACLE OUTLETS, THAT PERFORM THE SAME FUNCTIONS, ARE PROVIDED WITHIN THE SAME AREA AND ARE ACCESSIBLE. EXCEPTIONS: 1. RECEPTACLE OUTLETS INSTALLED AS PART OF PERMANENTLY INSTALLED BASEBOARD HEATERS ARE EXEMPT. 2. REQUIRED RECEPTACLE OUTLETS SHALL BE PERMITTED IN FLOORS WHEN ADJACENT TO SLIDING PANELS OR WALLS. 3. BASEBOARD ELECTRICAL OUTLETS USED IN RELOCATABLE PARTITIONS, WINDOW WALLS OR OTHER ELECTRICAL CONVENIENCE FLOOR OUTLETS ARE NOT SUBJECT TO THE MINIMUM HEIGHT REQUIREMENTS. 4. THIS SECTION SHALL NOT APPLY TO EXISTING BUILDINGS WHEN THE ENFORCING AGENCY DETERMINES THAT COMPLIANCE WITH THESE STANDARDS WOULD CREATE AN UNREASONABLE HARDSHIP. 1136A.2 SWITCH AND CONTROL HEIGHTS. CONTROLS OR SWITCHES INTENDED TO BE USED BY THE OCCUPANT OF THE ROOM OR AREA TO CONTROL LIGHTING AND RECEPTACLE OUTLETS, APPLIANCES, ALARMS OR COOLING, HEATING AND VENTILATING EQUIPMENT SHALL BE LOCATED NO MORE THAN 48 INCHES (1219 MM) MEASURED FROM THE TOP OF THE OUTLET BOX NOR LESS THAN 15 INCHES (381 MM) MEASURED FROM THE BOTTOM OF THE OUTLET BOX TO THE LEVEL OF THE FINISHED FLOOR OR WORKING PLATFORM. {F THE REACH IS OVER A PHYSICAL BARRIER OR AN OBSTRUCTION (FOR EXAMPLE, A KITCHEN BASE CABINET) SWITCHES AND CONTROLS SHALL BE LOCATED WITHIN THE REACH RANGES SPECIFIED IN SECTION 1138A.3 (see detail XX / XXX). PHYSICAL BARRIERS OR OBSTRUCTIONS SHALL NOT EXTEND MORE THAN 25 INCHES (635 MM) FROM THE WALL BENEATH A CONTROL. SWITCHES AND CONTROLS THAT DO NOT SATISFY THESE SPECIFICATIONS ARE ACCEPTABLE PROVIDED THAT COMPARABLE CONTROLS OR OUTLETS, THAT PERFORM THE SAME FUNCTIONS, ARE PROVIDED WITHIN THE SAME AREA AND ARE ACCESSIBLE. EXCEPTION:APPLIANCES (E.G., KITCHEN STOVES, DISHWASHERS, RANGE HOODS, MICROWAVE OVENS AND SIMILAR APPLIANCES) WHICH HAVE CONTROLS LOCATED ON THE APPLIANCE. FIGURE 36A MOUNTING HEIGHT FOR OUTLETS 1' - 3 " MI N 4' - 0 " M A X A0.14 DWELLING ADA NOTES DETAILS SCALE: N/A 13 45 32 2 N . H A R B O R B L V D . SA N T A A N A , C A 9 2 7 0 3 SHEET NUMBER 2 0 2 4 0 1 0 SHEET TITLE PROJECT NUMBER REVISIONS NO.DATE NO.DATE HANNOUCHE ARCHITECTS EXPRESSLY RESERVES ITS COMMON LAW COPYRIGHT AND OTHER PROPERTY RIGHTS INHERENT IN THESE PLANS. ALL DRAWINGS, ELECTRONIC FILES, FIELD NOTES AND ASSOCIATED DOCUMENTS ARE INSTRUMENTS OF SERVICE AND ARE THE PROPERTY OF HANNOUCHE ARCHITECTS. ALL INFORMATION CONTAINED IN THESE DRAWINGS, ELECTRONIC FILES, FIELD NOTES AND ASSOCIATED DOCUMENTS IS PROJECT SPECIFIC AND SHALL NOT BE REPRODUCED, DISCLOSED, CHANGED, COPIED, OR USED OTHERWISE IN ANY FORM OR MANNER WHATSOEVER, WITHOUT FIRST OBTAINING THE EXPRESSED WRITTEN PERMISSION AND CONSENT OF HANNOUCHE ARCHITECTS. HANNOUCHE ARCHITECT c 2021 HANNOUCHE ARCHITECTS 949.261.2070 SAMIR HANNOUCHE, ARCHITECT 20250 SW ACACIA ST. #145 NEWPORT BEACH, CA 92660 May 9, 2025 1 CORR 12/10/24 BLDG A CORR 3/18/25 OCFA 2 CORR 4/09/25 BLDG DATE SIGNED2 3 CORR 5/09/25 BLDG A0.15 DWELLING ADA NOTES DETAILS SCALE: N/A SEC. 1111A CHANGES IN LEVEL - SECTION 1111A CHANGES IN LEVEL ON ACCESSIBLE ROUTES 1111A.1 CHANGES IN LEVEL NOT EXCEEDING 1/2 INCH. ABRUPT CHANGES IN LEVEL ALONG ANY ACCESSIBLE ROUTE SHALL NOT EXCEED 1/2 INCH ( 12. 7 MM). WHEN CHANGES IN LEVEL DO OCCUR, THEY SHALL BE BEVELED WITH A SLOPE NO GREATER THAN 1 UNIT VERTICAL IN 2 UNITS HORIZONTAL (50-PERCENT SLOPE). CHANGES IN LEVEL NOT EXCEEDING 114 INCH (6.35 MM) MAY BE VERTICAL. 1111A.2 CHANGES GREATER THAN 1/2 INCH. CHANGES IN LEVEL GREATER THAN 1/2 INCH ( 12.7 MM) SHALL BE MADE BY MEANS OF A SLOPED SURFACE NOT GREATER THAN 1 UNIT VERTICAL IN 20 UNITS HORIZONTAL( 5-PERCENT SLOPE), OR A CURB RAMP, RAMP, ELEVATOR OR PLATFORM (WHEELCHAIR) LIFT. STAIRS SHALL NOT BE PART OF AN ACCESSIBLE ROUTE. WHEN STAIRS ARE LOCATED ALONG OR ADJACENT TO AN ACCESSIBLE ROUTE THEY SHALL COMPLY WITH SECTION 1115A FOR EXTERIOR STAIRWAYS. CHAPTER 11A DIVISION III - CHAPTER 11A HOUSING ACCESSIBILITY DIVISION III BUILDING FEATURES NOTE:1.FOR PUBLIC USE FACILITIES, SEE CHAPTER 11B OF THIS CODE; SHEET SERIES XXX. 2.FOR CHAPTER 11A DIVISION I, APPLICATION AND GENERAL PROVISIONS, SECTIONS 1101A THROUGH 1107,SEE SHEET XXX. 3.FOR CHAPTER 11A DIVISION II, EXTERIOR FACILITIES, SECTIONS 1108A THROUGH 1116, SEE SHEETS XXX AND XXX. 4.FOR CHAPTER 11A DIVISION III, COMMON USE FACILITIES, SECTION 1127A, SEE SHEETS XXX AND XXX. 5.FOR CHAPTER 11A DIVISION IV DWELLING UNIT FEATURES, SECTIONS 1128A THROUGH 1136A, SEE SHEETS XXX. FOR CHAPTER 11A DIVISION V, FEATURES COMMON TO EXTERIOR AND INTERIOR OF BUILDINGS, SECTIONS 1137A THROUGH 1143A, SEE SHEETS XXX. DIVISION III TABLE OF CONTENTS SECTION 1117A GENERAL REQUIREMENTS FOR ACCESSIBLE ENTRANCES, EXITS, INTERIOR ROUTES OF TRAVEL AND FACILITY ACCESSIBILITY (see detail XX this sheet) SECTION 1118A EGRESS AND AREAS OF REFUGE (see detail XX this sheet) SECTION 1119A INTERIOR ROUTES OF TRAVEL (see detail XX this sheet) SECTION 1120A INTERIOR ACCESSIBLE ROUTES (see detail XX this sheet) SECTION 1121A CHANGES IN LEVEL ON ACCESSIBLE ROUTES (see detail XX this sheet) SECTION 1122A INTERIOR RAMPS AND LANDINGS ON ACCESSIBLE ROUTES (see detail XX this sheet) SECTION 1123A INTERIOR STAIRWAYS (see detail XX this sheet) SECTION 1124A ELEVATORS AND PLATFORM (WHEELCHAIR) LIFTS (see detail XX this sheet) SECTION 1125A HAZARDS ON ACCESSIBLE ROUTES (see detail XX / XXX) SECTION 1126A DOORS (see detail XX / XX) SECTION 1127 A COMMON USE FACILITIES (see sheets XXX and XXX) SECTION 1121A CHANGES IN LEVEL ON ACCESSIBLE ROUTES 1121A.1 CHANGES IN LEVEL NOT EXCEEDING 1/2 INCH. ABRUPT CHANGES IN LEVEL ALONG ANY ACCESSIBLE ROUTE SHALL NOT EXCEED 1/2 INCH (12.7 MM). WHEN CHANGES IN LEVEL DO OCCUR, THEY SHALL BE BEVELED WITH A SLOPE NO GREATER THAN 1 UNIT VERTICAL IN 2 UNITS HORIZONTAL (50-PERCENT SLOPE). CHANGES IN LEVEL NOT EXCEEDING 114 INCH (6.35 MM) MAY BE VERTICAL. 1121A.2 CHANGES GREATER THAN 1/2 INCH. CHANGES IN LEVEL GREATER THAN 1/2 INCH ( 12.7 MM) SHALL BE MADE BY MEANS OF A SLOPED SURFACE NOT GREATER THAN 1 UNIT VERTICAL IN 20 UNITS HORIZONTAL (5-PERCENT SLOPE), OR A CURB RAMP, RAMP, ELEVATOR OR PLATFORM (WHEELCHAIR) LIFT. STAIRS SHALL NOT BE PART OF AN ACCESSIBLE ROUTE. WHEN STAIRS ARE LOCATED ALONG OR ADJACENT TO AN ACCESSIBLE ROUTE THEY SHALL COMPLY WITH SECTION 1123A (see detail XX this sheet) FOR INTERIOR STAIRWAYS. 1/ 4 " MA X 1/ 4 " MA X 1/ 4 " MA X 1/ 2 " MA X SEC. 1121A CHANGES IN LEVEL ON ROUTES - (a) vertical level change (a) beveled level change 2 1 SEC. 1126A DOORS - SECTION 1126A DOORS 1126A.1 WIDTH AND HEIGHT OF DOORS. DOORWAYS WHICH PROVIDE ACCESS TO COMMON USE AREAS OR COVERED MULTIFAMILY DWELLINGS SHALL COMPLY WITH THE FOLLOWING: 1. PERMIT THE INSTALLATION OF A DOOR NOT LESS THAN 36 INCHES (914 MM) IN WIDTH, NOT LESS THAN 80 INCHES (2032 MM) IN HEIGHT AND PROVIDE A CLEAR WIDTH OF NOT LESS THAN 32 INCHES (813 MM), MEASURED WITH THE DOOR POSITIONED AT AN ANGLE OF 90 DEGREES FROM ITS CLOSED POSITION. 2. BE CAPABLE OF OPENING AT LEAST 90 DEGREES. 3. A PAIR OF DOORS, MANUAL OR AUTOMATIC, MUST HAVE AT LEAST ONE LEAF WHICH PROVIDES A CLEAR WIDTH OF NOT LESS THAN 32 INCHES (813 MM), MEASURED WITH THE DOOR POSITIONED AT AN ANGLE OF 90 DEGREES FROM ITS CLOSED POSITION. 4. THE WIDTH OF ANY COMPONENT IN THE EGRESS SYSTEM SHALL NOT BE LESS THAN THE MINIMUM WIDTH REQUIRED BY CBC SECTION 1005. REVOLVING DOORS SHALL NOT BE USED AS REQUIRED ENTRANCES FOR PERSONS WITH DISABILITIES. 1126A.2 LEVEL FLOOR OR LANDING. THE FLOOR OR LANDING ON EACH SIDE OF AN EXIT DOOR SHALL BE LEVEL. (SEE CBC CHAPTER 10). 1126A.2.1 THRESHOLDS AND CHANGES IN ELEVATION AT DOORS. THE FLOOR OR LANDING SHALL NOT BE MORE THAN 1/ 2 INCH (12. 7 MM) LOWER THAN THE TOP OF THE THRESHOLD OF THE DOORWAY. (SEE FIGURE 11A-8I). CHANGES IN LEVEL BETWEEN 1/ 4 INCH (6.35 MM) AND 1/ 2 INCH ( 12.7 MM) SHALL BE BEVELED WITH A SLOPE NO GREATER THAN 1 UNIT VERTICAL IN 2 UNITS HORIZONTAL (50% SLOPE). CHANGES IN LEVEL GREATER THAN 1/ 2 INCH (12. 7 MM) SHALL BE ACCOMPLISHED BY MEANS OF A RAMP (SEE SECTION 1122A; see detail XX / XXX). 1126A.3 MANEUVERING CLEARANCES AT DOORS. 1126A.3.1 GENERAL. THE LEVEL FLOOR OR LANDING OF AN EXIT DOOR SHALL HAVE A LENGTH IN THE DIRECTION OF THE DOOR SWING OF AT LEAST 60 INCHES (1524 MM) AND A LENGTH OPPOSITE THE DIRECTION OF THE DOOR SWING OF AT LEAST 44 INCHES (1118 MM) MEASURED AT RIGHT ANGLES TO THE PLANE OF THE DOOR IN ITS CLOSED POSITION. (SEE FIGURES 11A-8D, 11A-8E AND 11A-8F FOR MANEUVERING SPACES AT SLIDING DOORS). 1126A.3.2 STRIKE EDGE MANEUVERING SPACE. THE WIDTH OF THE LEVEL AREA ON THE SIDE TO WHICH THE DOOR SWINGS SHALL EXTEND AT LEAST 24 INCHES (610 MM) PAST THE STRIKE EDGE OF THE DOOR FOR EXTERIOR DOORS AND AT LEAST 18 INCHES (457 MM) PAST THE STRIKE EDGE FOR INTERIOR DOORS. NOTE: TWENTY-FOUR INCHES (610 MM) IS PREFERRED FOR STRIKE-SIDE CLEARANCE. 1126A.3.2.1 FRONT APPROACH. THE FOLLOWING PROVISIONS SHALL APPLY TO SWINGING DOORS WITH FRONT APPROACH: 1. FOR PULL SIDE APPROACH, THE LEVEL FLOOR OR LANDING SHALL EXTEND IN THE DIRECTION OF THE DOOR SWING AT LEAST 60 INCHES (1524 MM). (SEE FIGURE 11A-8A). 2. FOR PUSH SIDE APPROACH, THE LEVEL FLOOR OR LANDING SHALL EXTEND OPPOSITE THE DIRECTION OF THE DOOR SWING AT LEAST 48 INCHES (1219 MM). (SEE FIGURE 11A-8A). 3.DOORS WITH PUSH SIDE APPROACH HAVING BOTH A CLOSER AND A LATCH SHALL BE PROVIDED WITH A CLEAR AND LEVEL AREA EXTENDING A MINIMUM OF 12 INCHES ( 305 MM) PAST THE STRIKE EDGE ON THE APPROACH SIDE OF THE DOOR. (SEE FIGURE 11A-8A). 1126A.3.2.2 HINGE SIDE APPROACH. THE FOLLOWING PROVISIONS SHALL APPLY TO SWINGING DOORS WITH HINGE SIDE APPROACH: 1. DOORS WITH PULL SIDE APPROACH SHALL BE PROVIDED WITH A LEVEL FLOOR OR LANDING NOT LESS THAN 60 INCHES (1524 MM) IN DEPTH. A CLEAR AND LEVEL AREA SHALL EXTEND A MINIMUM OF 36 INCHES (914 MM) PAST THE STRIKE EDGE ON THE APPROACH SIDE OF THE DOOR. (SEE FIGURE 11A-8B). EXCEPTION: DOORS WITH PULL SIDE APPROACH AND A LEVEL FLOOR OR LANDING GREATER THAN 60 INCHES ( 1524 MM) IN DEPTH SHALL BE PROVIDED WITH A CLEAR AND LEVEL AREA AT LEAST 24 INCHES (610 MM) PAST THE STRIKE EDGE OF THE DOOR FOR EXTERIOR DOORS AND AT LEAST 18 INCHES (457 MM) PAST THE STRIKE EDGE FOR INTERIOR DOORS. FIGURE 11A-8D FRONT APPROACH- SLIDING DOORS AND FOLDING DOORS 1'-10" MIN 2'-0" MIN 3' - 8 " M I N 3' - 8 " M I N FIGURE 11A-8I THRESHOLDS 1/ 2 " MA X 1/ 4 " MA X 1: 2 M A X S L O P E 2 1 FIGURE 11A-8A FRONT APPROACHES -SWINGING DOORS 1'-0" MIN 4' - 0 " M I N (b) front approach, push side 1'-6" MIN 5' - 0 " M I N (a) front approach, pull side Add 6 inches at exterior side of exterior door. provide this additional space if door is equipped with both a latch and a closer 4' - 0 " M I N 2'-8" CLEAR FIGURE 11A-8F STOP OR LATCH SIDE APPROACH SLIDING DOORS AND FOLDING DOORS FIGURE 11A-8E POCKET OR HINGE SIDE APPROACH SLIDING DOORS AND FOLDING DOORS 2'-8" CLEAR 2'-8" CLEAR FIGURE 11A-8B HINGE SIDE APPROACHES -SWINGING DOORS 'Y ' 3' - 8 " M I N (b) hinge approach, push side (a) hinge approach, pull side 'Y ' 'X' NOTE:'X' = 36" minimum if 'Y' = 60" 'X' = 42" minimum if 'Y' = 54" NOTE:'Y' = 48" min if door has both a latch and a closer 4'-6" FIGURE 11A-8C LATCH SIDE APPROACHES -SWINGING DOORS 'Y ' 3' - 8 " M I N (b) latch approach, push side (a) latch approach, pull side 'Y ' 4' - 0 " M I N 2'-0" MIN NOTE:'Y' = 54" minimum if door has a closure NOTE:'Y' = 48" min if door has a closer 2'-0" MIN (b) doors at opposite walls FIGURE 11A-8H VESTIBULES (serving other than a required exit stairway) 4'-0" MIN (a) doors at adjacent walls 4'-0 " M I N 1' - 6 " MI N 1' - 6 " MI N FIGURE 11A-8G VESTIBULES (serving other than a required exit stairway) (b) both doors open out 4'-0" MIN4'-0" MIN 1' - 6 " MI N 1' - 0 " * MI N (b) doors in series 1' - 0 " * MI N * provide this additional space if door is equipped with both a latch and a closer SEC. 1130A ACCESSIBLE ROUTE WITHIN UNITS - SECTION 1130A ACCESSIBLE ROUTE WITHIN COVERED MULTIFAMILY DWELLING UNITS 1130A.L GENERAL. AN ACCESSIBLE ROUTE SHALL BE PROVIDED THROUGH ALL ROOMS AND SPACES OF THE DWELLING UNIT. THE ACCESSIBLE ROUTE SHALL PASS THROUGH THE PRIMARY ENTRY DOOR, AND SHALL CONNECT WITH ALL ADDITIONAL EXTERIOR DOORS, REQUIRED CLEAR FLOOR SPACES AT KITCHEN APPLIANCES AND BATHROOM FIXTURES. FOR THE PURPOSE OF THIS SECTION, "ACCESSIBLE ROUTES" MAY INCLUDE HALLWAYS, CORRIDORS AND RAMPS. EXCEPTION: AN ACCESSIBLE ROUTE IS NOT REQUIRED FROM THE INTERIOR OF THE UNIT INTO A BASEMENT OR GARAGE, EXCEPT AS PROVIDED IN SECTION 1105A.1. (see XX / XXX) 1130A.2 WIDTH. THE ACCESSIBLE ROUTE INTO AND THROUGHOUT COVERED MULTIFAMILY DWELLING UNITS SHALL BE AT LEAST 36 INCHES (914 MM) WIDE. SEC. 1131A CHANGES IN LEVEL ON ROUTES - SECTION 1131 A CHANGES IN LEVEL ON ACCESSIBLE ROUTES 1131A.1 CHANGES IN LEVEL NOT EXCEEDING 1/2 INCH. ABRUPT CHANGES IN LEVEL ALONG ANY ACCESSIBLE ROUTE SHALL NOT EXCEED 1/2 INCH ( 12.7 MM). WHEN CHANGES IN LEVEL DO OCCUR, THEY SHALL BE BEVELED WITH A SLOPE NO GREATER THAN 1 UNIT VERTICAL IN 2 UNITS HORIZONTAL (50-PERCENT SLOPE). CHANGES IN LEVEL NOT EXCEEDING 1/4 INCH (6.35 MM) MAY BE VERTICAL. 444 1131A.2 CHANGES GREATER THAN 1/2 INCH. CHANGES IN LEVEL GREATER THAN 1/2 INCH ( 12.7 MM) SHALL BE MADE BY MEANS OF A RAMP, ELEVATOR OR PLATFORM (WHEELCHAIR) LIFT. SEE SECTION 1122A FOR RAMPS (see XX / XXX) AND SECTION 1124A.11 FOR PLATFORM (WHEELCHAIR) LIFTS (see XX / XXX). 1/ 4 " MA X 1/ 4 " MA X 1/ 4 " MA X 1/ 2 " MA X (a) vertical change in level (b) beveled change in level 2 1 FIGURE 11A-1F CHANGE IN LEVEL SEC. 1132A DOORS - SECTION 1132A DOORS 1132A.1 PRIMARY ENTRY DOORS AND REQUIRED EXIT DOORS. THE WIDTH AND HEIGHT OF PRIMARY ENTRY DOORS AND ALL REQUIRED EXIT DOORS SHALL COMPLY WITH SECTION 1126A.1. THE REQUIREMENTS OF SECTIONS 1126A.3 SHALL APPLY TO MANEUVERING CLEARANCES AT THE SIDE OF THE DOOR EXPOSED TO COMMON OR PUBLIC USE SPACES (E.G., ENTRY OR EXIT DOORS WHICH OPEN FROM THE COVERED MULTIFAMILY DWELLING UNIT INTO A CORRIDOR, HALLWAY OR LOBBY, OR DIRECTLY TO THE OUTSIDE). 1132A.2 INTERIOR DOORS AND SECONDARY EXTERIOR DOORS. EXCEPT AS ALLOWED BY SECTION 1109A.2 (see XX / XXX), INTERIOR DOORS INTENDED FOR USER PASSAGE AND SECONDARY EXTERIOR DOORS SHALL COMPLY WITH THIS SECTION. THE PROVISIONS OF THIS SECTION SHALL APPLY TO THE DWELLING UNIT SIDE OF DOORS LEADING FROM THE INTERIOR OF THE DWELLING UNIT TO AN UNFINISHED BASEMENT OR AN ATTACHED GARAGE. 1132A.3 WIDTH AND HEIGHT OF INTERIOR DOORS AND SECONDARY EXTERIOR DOORS. DOORS SHALL COMPLY WITH THE FOLLOWING: 1. DOORS SHALL NOT BE LESS THAN 6 FEET 8 INCHES (2032 MM) IN HEIGHT. 2. SWINGING DOORS SHALL PROVIDE A NET CLEAR OPENING WIDTH OF NOT LESS THAN 32 INCHES (813 MM), MEASURED WITH THE DOOR OR DOORS POSITIONED AT AN ANGLE OF 90 DEGREES FROM THE CLOSED POSITION. A 34-INCH (864 MM) DOOR IS ACCEPTABLE. 3. SWINGING DOORS SHALL BE CAPABLE OF OPENING AT LEAST 90 DEGREES. 4. A NOMINAL 32-INCH (813 MM) CLEAR OPENING PROVIDED BY A STANDARD 6-FOOT WIDE (1829 MM) SLIDING PATIO DOOR ASSEMBLY IS ACCEPTABLE. 5. A PAIR OF DOORS, MANUAL OR AUTOMATIC, MUST HAVE AT LEAST ONE LEAF WHICH PROVIDES A CLEAR WIDTH OF NOT LESS THAN 32 INCHES (813 MM), MEASURED WITH THE DOOR POSITIONED AT AN ANGLE OF 90 DEGREES FROM ITS CLOSED POSITION. 6. THE WIDTH OF ANY COMPONENT IN THE MEANS OF EGRESS SYSTEM SHALL NOT BE LESS THAN THE MINIMUM WIDTH REQUIRED BY SECTION 1005. 1132A.4 LEVEL FLOOR OR LANDING. SEE ALSO CHAPTER 10. THE FLOOR OR LANDING ON EACH SIDE OF A DOOR SHALL BE LEVEL. PRIMARY ENTRY DOORS, REQUIRED EXIT DOORS OR SECONDARY EXTERIOR DOORS WITH CHANGES IN HEIGHT BETWEEN THE INTERIOR SURFACE OR FLOOR LEVEL AND THE EXTERIOR SURFACE OR FLOOR LEVEL SHALL COMPLY WITH THE FOLLOWING: 1.EXTERIOR LANDINGS OF IMPERVIOUS CONSTRUCTION (E.G., CONCRETE, BRICK, FLAGSTONE) SERVING PRIMARY ENTRY DOORS AND REQUIRED EXIT DOORS ARE LIMITED TO NOT MORE THAN 1/2 INCH (12.7 MM) OF CHANGE IN HEIGHT BETWEEN FLOOR SURFACES. CHANGES IN LEVEL SHALL COMPLY WITH SECTION 1131 A. (see Figure 32.3 and detail 31 this sheet) 2. EXTERIOR LANDINGS OF PERVIOUS CONSTRUCTION (E.G., WOOD DECKING WITH SPACES) SHALL BE THE SAME LEVEL AS THE INTERIOR LANDING, EXCEPT THAT SECONDARY EXTERIOR DOORS MAY HAVE NO MORE THAN 1/2 INCH (12.7 MM) OF CHANGE IN HEIGHT BETWEEN FLOOR SURFACES. CHANGES IN LEVEL SHALL COMPLY WITH SECTION 1131 A. (see detail 31 this sheet) 3. SECONDARY EXTERIOR DOORS ONTO DECKS, PATIOS OR BALCONY SURFACES CONSTRUCTED OF IMPERVIOUS MATERIALS (E.G., CONCRETE, BRICK, FLAGSTONE) MAY HAVE A MAXIMUM CHANGE IN HEIGHT FROM THE INTERIOR LANDING OF4 INCHES (101.6 MM). CHANGES IN HEIGHT GREATER THAN 1/ 2 INCH (12.7 MM) SHALL BE ACCOMPLISHED BY MEANS OF A RAMP COMPLYING WITH SECTION 1114A (see XX / XXX) OR BY MEANS OF A PLATFORM CONSTRUCTED TO THE LEVEL OF THE FLOOR AS ILLUSTRATED IN FIGURE 11A -8J. (see Figure 32.3 for change of height up to 1/2") 4. SECONDARY EXTERIOR DOORS ONTO DECKS, PATIOS OR BALCONY SURFACES CONSTRUCTED OF IMPERVIOUS MATERIALS (E.G., CONCRETE, BRICK, FLAGSTONE) MAY HAVE A MAXIMUM CHANGE IN HEIGHT FROM THE INTERIOR LANDING OF 1 INCH (25.4 MM), PROVIDED A RAMP WITH A MAXIMUM SLOPE OF 1:8 IS PERMANENTLY INSTALLED. (SEE FIGURE 11A-8K.) 5. IN BUILDINGS CONTAINING COVERED MULTIFAMILY DWELLING UNITS, THE FLOOR OR LANDING IMMEDIATELY OUTSIDE THE ENTRY MAY BE SLOPED UP TO 1/4 INCH (6.35 MM) PER FOOT (12 INCHES) ( 305 MM ), IN A DIRECTION AWAY FROM THE PRIMARY ENTRANCE OF THE DWELLING UNIT FOR DRAINAGE.1132A.4.1 THRESHOLDS. THRESHOLDS AT THE PRIMARY ENTRY AND REQUIRED EXIT DOORS SHALL BE NO HIGHER THAN 1/2 INCH (12.7 MM ). THRESHOLDS AT SECONDARY EXTERIOR DOORS, INCLUDING SLIDING DOOR TRACKS, SHALL BE NO HIGHER THAN 3/4 INCH (19.05 MM). CHANGES IN HEIGHT AT INTERIOR DOOR THRESHOLDS (E.G., FLOOR MATERIAL CHANGES AT DOOR THRESHOLDS)SHALL NOT EXCEED 1/2 INCH (12.7 MM). THRESHOLDS SHALL COMPLY WITH THE FOLLOWING: 1. THRESHOLDS WITH A CHANGE IN HEIGHT OF NOT MORE THAN 1/4 INCH (6.35 MM) MAY BE VERTICAL. 2. THRESHOLDS WITH A CHANGE IN HEIGHT BETWEEN 1/4 INCH (6.35 MM) AND 3/4 INCH (19.05 MM) SHALL BE BEVELED WITH A SLOPE NO GREATER THAN 1 UNIT VERTICAL IN 2 UNITS HORIZONTAL (50-PERCENT SLOPE). 1132A.5 MANEUVERING CLEARANCES AT DOORS. 1132A.5.1 GENERAL. MANEUVERING CLEARANCES AT INTERIOR DOORS SHALL PROVIDE A MINIMUM LENGTH ON BOTH SIDES OF THE DOOR OF AT LEAST 42 INCHES (1067 MM) MEASURED AT A RIGHT ANGLE TO THE PLANE OF THE DOOR IN ITS CLOSED POSITION (see figure 32.1). EXCEPTIONS: 1. A 39-INCH (991 MM) LENGTH IS ACCEPTABLE WHEN A MINIMUM CLEAR OPENING WIDTH OF 34 INCHES (864 MM) IS PROVIDED. 2. THE FLOOR OR LANDING ON THE DWELLING UNIT SIDE OF THE PRIMARY ENTRY DOOR AND ANY REQUIRED EXIT DOOR SHALL HAVE A MINIMUM LENGTH OF NOT LESS THAN 44 INCHES (1118 MM). SECTION 1126A.3 SHALL APPLY TO MANEUVERING CLEARANCES AT THE SIDE OF THE DOOR EXPOSED TO COMMON OR PUBLIC USE SPACES (see 2XX / XXX). 1132A.5.2 STRIKE EDGE MANEUVERING SPACE AT DOORS. THE WIDTH OF THE LEVEL AREA ON THE SIDE TO WHICH THE DOOR SWINGS SHALL EXTEND 18 INCHES (457 MM) PAST THE STRIKE EDGE FOR ALL DOORS (see figure 32.1). THE WIDTH OF THE LEVEL AREA AT THE EXTERIOR SIDE OF THE PRIMARY ENTRY DOOR AND ANY REQUIRED EXIT DOORS SHALL COMPLY WITH SECTION 1126A (see XX / XXX). NOTES: 1. SEE SECTION 1134A (see detail 34 this sheet) FOR BATHROOMS THAT ARE REQUIRED TO BE ACCESSIBLE. 2. TWENTY-FOUR INCHES (610 MM) IS PREFERRED FOR STRIKE EDGE CLEARANCE. 1132A.6 CLOSER-EFFORT TO OPERATE DOORS. MAXIMUM EFFORT TO OPERATE DOORS SHALL NOT EXCEED 8-1/ 2 POUNDS (38 N) FOR EXTERIOR DOORS AND 5 POUNDS (22 N) FOR INTERIOR DOORS, SUCH PULL OR PUSH EFFORT BEING APPLIED AT RIGHT ANGLES TO HINGED DOORS AND THE CENTER PLANE OF SLIDING OR FOLDING DOORS. COMPENSATING DEVICES OR AUTOMATIC DOOR OPERATORS MAY BE UTILIZED TO MEET THESE STANDARDS. WHEN FIRE DOORS ARE REQUIRED, THE MAXIMUM EFFORT TO OPERATE THE DOOR MAY BE INCREASED TO THE MINIMUM ALLOWABLE BY THE APPROPRIATE ENFORCEMENT AGENCY, NOT TO EXCEED 15 POUNDS (66.7 N).1132A.7 TYPE OF LOCK OR LATCH. THE TYPE OF LATCH AND LOCK REQUIRED FOR ALL DOORS SHALL BE IN ACCORDANCE WITH SECTION 1132A.8 AND CHAPTER 10, SECTION 1008. 1132A.8 HAND-ACTIVATED DOOR HARDWARE. HAND-ACTIVATED DOOR LATCHING, LOCKING AND OPENING HARDWARE SHALL BE CENTERED BETWEEN 30 INCHES (762 MM) AND 44 INCHES (1118 MM) ABOVE THE FLOOR. LATCHING AND LOCKING DOORS THAT ARE HAND ACTIVATED AND ON AN ACCESSIBLE ROUTE SHALL BE OPERABLE WITH A SINGLE EFFORT BY LEVER-TYPE HARDWARE, PANIC BARS, PUSH-PULL ACTIVATING BARS OR OTHER HARDWARE DESIGNED TO PROVIDE PASSAGE WITHOUT REQUIRING THE ABILITY TO GRASP THE OPENING HARDWARE. LOCKED EXIT DOORS SHALL OPERATE CONSISTENT WITH SECTION 1132A.6, IN THE DIRECTION OF EGRESS (see figure 32.2). 1132A.8.1 LEVER-TYPE HARDWARE. THE LEVER OR LEVER OF ACTUATED LATCHES OR LOCKS SHALL BE CURVED WITH A RETURN TO WITHIN 1/2 INCH (12.7 MM) OF THE DOOR TO PREVENT CATCHING ON THE CLOTHING OF PERSONS DURING EGRESS IN GROUP 'R' AND 'U' OCCUPANCIES WITH AN OCCUPANT LOAD GREATER THAN 10. 1132A.9 SMOOTH SURFACE. THE BOTTOM 10 INCHES (254 MM) OF ALL DOORS SHALL HAVE A SMOOTH, UNINTERRUPTED SURFACE TO ALLOW THE DOOR TO BE OPENED BY A WHEELCHAIR FOOTREST WITHOUT CREATING A TRAP OR HAZARDOUS CONDITION. WHERE NARROW FRAME DOORS ARE USED, A 10-INCH-HIGH (254 MM) SMOOTH PANEL SHALL BE INSTALLED ON THE PUSH SIDE OF THE DOOR WHICH WILL ALLOW THE DOOR TO BE OPENED BY A WHEELCHAIR FOOTREST WITHOUT CREATING A TRAP OR HAZARDOUS CONDITION (see figure 32.2). EXCEPTION:AUTOMATIC AND SLIDING DOORS. 1132A.10 DOOR SIGNAL DEVICES. EVERY PRIMARY ENTRANCE TO A COVERED MULTIFAMILY DWELLING UNIT SHALL BE PROVIDED WITH A DOOR BUZZER, BELL, CHIME OR EQUIVALENT. THE ACTIVATING MECHANISM SHALL BE MOUNTED A MAXIMUM OF 48 INCHES (1219 MM) ABOVE THE FLOOR AND CONNECTED TO PERMANENT WIRING (see figure 32.2). 9" MA X 2 1 FIGURE 11A-8J PLATFORM AT SECONDARY EXTERIOR DOOR platform of approved materials to raise floor level of balcony; platform required for final inspection FIGURE 11A-8K RAMP AT SECONDARY EXTERIOR DOOR 1' - 0 " MA X 8'-0" MIN secondary exterior door threshold interior floor level permanently installed ramp exterior impervious surface FIGURE 32.1 MANEUVERING CLEARANCE AT DWELLING UNIT DOORS (b) exception 1 (a) interior door or secondary exterior door 3'-0" MIN DOOR AND LANDING WIDTH 3' - 6 " M I N 3'-2" MIN DOOR AND LANDING WIDTH 3' - 3 " M I N 3' - 3 " M I N 18" MIN. 3'-0" MIN DOOR WIDTH 3' - 8 " M I N 18" MIN. 18" MIN. dwelling unit interior side exterior wall side see 26 / A-3.30.1 2'-8" CLEAR OPENING 2'-8" CLEAR OPENING 2'-10" CLEAR OPENING (c) exception 2 primary entry or required exit door 3'-0" MIN DOOR AND LANDING WIDTH 2'-8" CLEAR OPENING 3' - 8 " M I N 3' - 6 " M I N in-swing door out-swing door 10 " M I N 34 " - 4 4 " 38 " - 4 0 " 44 " M A X 44 " M A X 60 " M A X FIN FLR smooth door bottom bottom of door closer push button * view port low **hardware deadbolt kick plate may occur 16 ga max, any cavities created shall be capped 48 " M A X 4 2 " P R E F E R E D 78 " M I N PR E F E R R E D *required at accessible/adaptable dwelling units **if provided install two view ports; one high and one low at accessible/adaptable dwelling units view port high ** no projections into clear opening below 34"; a maximim 4" projection is allowed above 34" FIGURE 32.2 TYPICAL LOCATION OF DOOR AND GATE ELEMENTS 1/ 2 " M A X . F L O O R LE V E L C H A N G E 1/ 4 " M A X . VE R T I C A L RI S E floor level transition hardware changes greater than 1/4" shall be beveled 1:2 door threshold hardware changes greater than 1/4" shall be beveled 1:2 interior landing (finish floor) exterior landing 1/4":12" maximum slope away from the door 1 2 TH R E S H O L D H E I G H T 1/ 2 " M A X A T P R I M A R Y D O O R 3/ 4 " M A X A T S E C O N D A R Y D O O R FIGURE 32.3 FLOOR LEVEL CHANGE UP TO 1/2" AT THRESHOLD primary or secondary exterior door CHAPTER 11A DIVISION IV - CHAPTER 11A HOUSING ACCESSIBILITY DIVISION IV DWELLING UNIT FEATURES DIVISION IV TABLE OF CONTENTS SECTION 1128A COVERED DWELLING UNITS (see detail XX this sheet) SECTION 1129A RESERVED SECTION 1130A ACCESSIBLE ROUTE WITHIN COVERED MULTIFAMILY DWELLING UNITS (see detail XX this sheet) SECTION 1131A CHANGES IN LEVEL ON ACCESSIBLE ROUTES (see detail XX this sheet) SECTION 1132A DOORS (see detail XX this sheet) SECTION 1133A KITCHENS (see detail XX this sheet) SECTION 1134A BATHING AND TOILET FACILITIES (see detail XX this sheet) SECTION 1135A LAUNDRY ROOMS (see detail XX this sheet) SECTION 1136A ELECTRICAL RECEPTACLE, SWITCH AND CONTROL HEIGHTS (see detail XX this sheet) 2 1 3 4 5 68 7 32 2 N . H A R B O R B L V D . SA N T A A N A , C A 9 2 7 0 3 SHEET NUMBER 2 0 2 4 0 1 0 SHEET TITLE PROJECT NUMBER REVISIONS NO.DATE NO.DATE HANNOUCHE ARCHITECTS EXPRESSLY RESERVES ITS COMMON LAW COPYRIGHT AND OTHER PROPERTY RIGHTS INHERENT IN THESE PLANS. ALL DRAWINGS, ELECTRONIC FILES, FIELD NOTES AND ASSOCIATED DOCUMENTS ARE INSTRUMENTS OF SERVICE AND ARE THE PROPERTY OF HANNOUCHE ARCHITECTS. ALL INFORMATION CONTAINED IN THESE DRAWINGS, ELECTRONIC FILES, FIELD NOTES AND ASSOCIATED DOCUMENTS IS PROJECT SPECIFIC AND SHALL NOT BE REPRODUCED, DISCLOSED, CHANGED, COPIED, OR USED OTHERWISE IN ANY FORM OR MANNER WHATSOEVER, WITHOUT FIRST OBTAINING THE EXPRESSED WRITTEN PERMISSION AND CONSENT OF HANNOUCHE ARCHITECTS. HANNOUCHE ARCHITECT c 2021 HANNOUCHE ARCHITECTS 949.261.2070 SAMIR HANNOUCHE, ARCHITECT 20250 SW ACACIA ST. #145 NEWPORT BEACH, CA 92660 May 9, 2025 1 CORR 12/10/24 BLDG A CORR 3/18/25 OCFA 2 CORR 4/09/25 BLDG DATE SIGNED2 3 CORR 5/09/25 BLDG A0.16 DWELLING ADA NOTES DETAILS SCALE: N/A 2'-6" MIN 4' - 0 " M I N 4'-0" MIN 2' - 6 " M I N 4'-0" MIN 2' - 6 " M I N FIGURE 11A - 1H MINIMUM CLEAR FLOOR SPACE IN ALCOVES (b) parallel approach (a) forward approach 2' - 0 " MA X 2'-6" X > 2 4 " 2'-6"6" 1' - 3 " MA X 4'-0" 4'-0" X > 1 5 " 1'-0" if X>15", additional maneuvering clearance of 1'-0" shall be provided if X>24", additional maneuvering clearance of 6" shall be provided 2' - 6 " 2' - 6 " 4' - 0 " 4' - 0 " 4 ' - 0 " M I N FIGURE 11A-403.5.2 CLEAR WIDTH AT TURN 5 ' - 0 " M I N (a) 90° turn around obstruction 3'-0" MIN 3'-0" MIN 3'-6" MIN 3'-6" MIN < 48"< 48" 3 ' - 0 " M I N 3'-0" MIN 3'-0" MIN X ≥ 48" (b) 180° turn around obstruction planelevation elevation plan 2 ' - 6 " M I N 1' - 6 " MI N 4'-0" MIN ℄ FIGURE 11A-9D KNEE AND TOE SPACE FOR LAVATORIES 2 ' - 1 0 " M A X sink rim or countertop lavatory; wall hung or counter mounted drip of the overflow allowed within knee space 19" MAX 17" MIN 25" MIN clear floor space (c) knee and toe space for lavatories elevation plan 2 ' - 6 " M I N 9" MI N 11" MIN 2' - 3 " M I N 8" MIN 25" MAX (b) toe space - general requirement (a) knee space - general requirement required knee and toe space 9" MI N 6" MAX 17" - 25" 2' - 6 " M I N 17" MIN 2 ' - 5 " M I N 2 ' - 3 " M I N 9 " MI N 8" MIN6" MAX FIGURE 11A-1I FORWARD REACH (b) forward reach over obstruction (a) unobstructed forward reach planelevation 4'-0" MIN 1' - 3 " MI N 4' - 0 " M A X clear floor space planelevation 4'-0" MIN 2' - 1 0 " M A X 20" MAX required knee and toe space 4' - 0 " M A X clear floor space 4'-0" MIN 2' - 6 " M I N 2' - 6 " M I N 20" MAX 4'-0" MIN X ≥ 20"X ≥ 20" planelevation 4'-0" MIN 2' - 1 0 " M A X 20"< Y ≤ 25" required knee and toe space 3' - 8 " M A X clear floor space 2' - 6 " M I N 20"< Y ≤ 25" 4'-0" MIN X ≥ YX ≥ Y FIGURE 11A-1I SIDE REACH (a) unobstructed side reach high and low side reach limits 1' - 3 " MI N 4' - 0 " M A X clear floor space 2'-6" MIN clear floor space for parallel approach 4' - 0 " M I N 2'-6" MIN 1 ' - 3 " MI N 4' - 0 " M A X clear floor space 2'-6" MIN 4' - 0 " M I N 2'-6" MIN high and low side reach limits clear floor space for parallel approach 10" MAX 10" MAX 2 ' - 1 0 " MA X 3' - 1 0 " M A X clear floor space 2'-6" MIN 4' - 0 " M I N 2'-6" MIN maximum side reach over obstruction clear floor space for parallel approach 10" MIN 2'-0" MAX 10" MIN 2'-0" MAX (b) side reach over obstruction 10" maximum (c) side reach over obstruction 10" minimum and 24" maximum (a) 60 inches diameter space (b) t-shaped space for 180° turn 5' - 0 " M I N 5'-0" MIN 3' - 0 " M I N 5' - 0 " M I N 2' - 0 " M I N 3'-0" MIN 1'-0" MIN 5'-0" MIN 1'-0" MIN SEC. 1138A SPACE ALLOWANCES AND REACH RANGES - SECTION 1138A SPACE ALLOWANCES AND REACH RANGES 1138A.1 SPACE ALLOWANCES. 1138A.1.1 SINGLE WHEELCHAIR PASSAGE WIDTH. THE MINIMUM CLEAR WIDTH FOR SINGLE WHEELCHAIR PASSAGE SHALL BE 36 INCHES (914 MM) CONTINUOUSLY. (SEE FIGURE 11A-1E.) SEE SECTION 1113A (see detail XX / XXX) FOR MINIMUM CLEAR WIDTH OF SIDEWALKS, AND SECTION 1120A (see detail XX / XXX) FOR MINIMUM CLEAR WIDTH OF INTERIOR ACCESSIBLE ROUTES. EXCEPTION:32 INCHES (813 MM) IN WIDTH IS ACCEPTABLE AT A POINT NOT TO EXCEED 24 INCHES (610 MM) IN LENGTH. THE SEGMENTS WITH REDUCED WIDTH SHALL BE SEPARATED BY SEGMENTS THAT ARE 48 INCHES (1219 MM) LONG MINIMUM AND 36 INCHES (914 MM) WIDE MINIMUM. 1138A.1.2 WIDTH FOR TWO WHEELCHAIRS PASSING. THE MINIMUM WIDTH FOR TWO WHEELCHAIRS TO PASS IS 60 INCHES (1524 MM) (SEE FIGURE 11A-1E). AN ACCESSIBLE ROUTE (EXTERIOR AND INTERIOR) WITH A CLEAR WIDTH LESS THAN 60 INCHES (1524 MM) SHALL PROVIDE PASSING SPACES AT INTERVALS OF 200 FEET (60 960 MM) MAXIMUM. PASSING SPACES SHALL BE EITHER: A SPACE 60 INCHES (1524 MM) MINIMUM BY 60 INCHES (1524 MM) MINIMUM; OR, AN INTERSECTION OF TWO WALKING SURFACES PROVIDING A T-SHAPED SPACE COMPLYING WITH SECTION 1138A.1.3.1, WHERE THE BASE AND ARMS OF THE T-SHAPED SPACE EXTEND 48 INCHES (1219 MM) MINIMUM BEYOND THE INTERSECTION. (SEE FIGURE 11A-1L.) 1138A.1.3 WHEELCHAIR TURNING SPACE. THE SPACE REQUIRED FOR A WHEELCHAIR TO MAKE A 180-DEGREE TURN SHALL BE A CIRCULAR CLEAR SPACE OF 60 INCHES (1524 MM) DIAMETER MINIMUM (SEE FIGURE 11A-1D (a)); OR A T-SHAPED SPACE COMPLYING WITH SECTION 1138A.1.3.1. THE CIRCULAR TURNING SPACE SHALL BE PERMITTED TO INCLUDE KNEE AND TOE CLEARANCE COMPLYING WITH SECTION 1138A.2 IF A PERSON IN A WHEELCHAIR MUST MAKE A TURN AROUND AN OBSTRUCTION, THE MINIMUM CLEAR WIDTH OF THE ACCESSIBLE ROUTE SHALL BE AS REQUIRED IN SECTION 1138A.1.5. 1138A.1.3.1 T-SHAPED TURNING SPACE. AT-SHAPED TURNING SPACE SHALL BE WITHIN A 60 INCH (1524 MM) SQUARE MINIMUM WITH ARMS AND BASE 36 INCHES (914 MM) WIDE MINIMUM. EACH ARM OF THE T SHALL BE CLEAR OF OBSTRUCTIONS 12 INCHES (305 MM) MINIMUM IN EACH DIRECTION, AND THE BASE SHALL BE CLEAR OF OBSTRUCTIONS 24 INCHES (610 MM) MINIMUM. THE SPACE SHALL BE PERMITTED TO INCLUDE KNEE AND TOE CLEARANCE COMPLYING WITH SECTION 1138A.2 ONLY AT THE END OF EITHER THE BASE OR ONE ARM. (SEE FIGURE 11A-1D (b)). 1138A.1.3.2 SURFACES OF TURNING SPACES. TURNING SPACES FOR WHEELCHAIRS SHALL BE STABLE, FIRM, SLIP RESISTANT, AND SHALL COMPLY WITH SECTION 1110A.3 (see detail XX / XXX) OR SECTION 1119A.2 (see detail XX / XXX). CHANGES IN LEVEL ARE NOT PERMITTED. SLOPES NOT STEEPER THAN 1:48 SHALL BE PERMITTED 1138A.1.4 CLEAR FLOOR OR GROUND SPACE FOR WHEELCHAIRS. 1138A.1.4.1 SIZE AND APPROACH. THE MINIMUM CLEAR FLOOR OR GROUND SPACE SHALL BE 30 INCHES BY 48 INCHES (762 MM BY 1219 MM). THE MINIMUM CLEAR FLOOR OR GROUND SPACE MAY BE POSITIONED FOR FORWARD OR PARALLEL APPROACH TO AN OBJECT (SEE FIGURE 11A-1G). CLEAR FLOOR OR GROUND SPACE MAY BE PART OF THE KNEE AND TOE SPACE REQUIRED UNDER SOME OBJECTS UNLESS OTHERWISE SPECIFIED. 1138A.1.4.2 RELATIONSHIP OF MANEUVERING CLEARANCES TO WHEELCHAIR SPACES. ONE FULL UNOBSTRUCTED SIDE OF THE CLEAR FLOOR OR GROUND SPACE FOR A WHEELCHAIR SHALL ADJOIN AN ACCESSIBLE ROUTE OR ADJOIN ANOTHER WHEELCHAIR CLEAR FLOOR SPACE. IF A CLEAR FLOOR SPACE IS LOCATED IN AN ALCOVE OR OTHERWISE CONFINED ON ALL OR A PART OF THREE SIDES, ADDITIONAL MANEUVERING CLEARANCES SHALL BE PROVIDED IN ACCORDANCE WITH THE FOLLOWING: (SEE FIGURE 11A-1H). 1. FORWARD APPROACH. ALCOVES SHALL BE 36 INCHES (914 MM) WIDE MINIMUM WHEN THE DEPTH EXCEEDS 24 INCHES (610 MM). 2. PARALLEL APPROACH. ALCOVES SHALL BE 60 INCHES (1524 MM) WIDE MINIMUM WHEN THE DEPTH EXCEEDS 15 INCHES (381 MM) 1138A.1.4.3 SURFACES OF WHEELCHAIR SPACES. CLEAR FLOOR OR GROUND SPACES FOR WHEELCHAIRS SHALL BE STABLE, FIRM, SLIP RESISTANT, AND SHALL COMPLY WITH SECTION 1110A.3 (see detail XX / XXX) OR SECTION 1119A.2 (see detail XX / XXX). CHANGES IN LEVEL ARE NOT PERMITTED. SLOPES NOT STEEPER THAN 1:48 SHALL BE PERMITTED. 1138A.1.4.3.1 GRATINGS. GRATINGS LOCATED IN GROUND AND FLOOR SURFACES ALONG ACCESSIBLE ROUTES SHALL BE LIMITED TO SPACES NO GREATER THAN 1/2-INCH (12.7MM) WIDE IN ONE DIRECTION. IF GRATINGS HAVE ELONGATED OPENINGS, THEY SHALL BE PLACED SO THAT THE LONG DIMENSION IS PERPENDICULAR TO THE DOMINANT DIRECTION OF TRAFFIC. 1138A.1.5 TURN AROUND OBSTRUCTION. WHEN THE ACCESSIBLE ROUTE MAKES A 180 DEGREE TURN AROUND AN ELEMENT WHICH IS LESS THAN 48 INCHES (1219 MM) WIDE, CLEAR WIDTH SHALL BE 42 INCHES (1067 MM) MINIMUM APPROACHING THE TURN, 48 INCHES (1219 MM) MINIMUM AT THE TURN AND 42 INCHES (1067 MM) MINIMUM LEAVING THE TURN. WHEN THE CLEAR WIDTH AT THE TURN IS 60 INCHES (1524 MM) MINIMUM, THE CLEAR WIDTH WHEN APPROACHING AND WHEN LEAVING THE TURN SHALL BE 36 INCHES (914 MM) MINIMUM (SEE FIGURE 11A-1C(b)). WHEN THE ACCESSIBLE ROUTE MAKES A 90 DEGREE TURN AROUND AN ELEMENT WHICH IS MORE THAN 48 INCHES (1219 MM) WIDE, CLEAR WIDTH SHALL BE 36 INCHES (914 MM) MINIMUM APPROACHING THE TURN, AT THE TURN AND LEAVING THE TURN (SEE FIGURE 11A-1C (a)). 1138A.2 KNEE AND TOE SPACE. WHEN SPACE BENEATH AN ACCESSIBLE ELEMENT IS INCLUDED AS PART OF A CLEAR FLOOR SPACE, OR TURNING SPACE, THE SPACE SHALL COMPLY WITH THIS SECTION. ADDITIONAL SPACE SHALL NOT BE PROHIBITED BENEATH AN ELEMENT BUT SHALL NOT BE CONSIDERED AS PART OF THE CLEAR FLOOR SPACE OR TURNING SPACE (SEE FIGURE 11A-9D). 1138A.2.1 KNEE SPACE. SPACE UNDER AN ELEMENT BETWEEN 9 INCHES (229 MM) AND 27 INCHES (686 MM) ABOVE THE FINISH FLOOR SHALL BE CONSIDERED KNEE SPACE. THE KNEE SPACE SHALL BE CLEAR AND UNOBSTRUCTED. EXCEPTIONS: 1. FOR LAVATORIES REQUIRED TO BE ACCESSIBLE, THE KNEE SPACE SHALL BE AT LEAST 29 INCHES (737 MM) HIGH AT THE FRONT FACE AND REDUCING TO NOT LESS THAN 27 INCHES (686 MM) AT A POINT 8 INCHES (203.2 MM) BACK FROM THE FRONT EDGE; (see figure 11A-9D(c)). 2. FOR LAVATORIES AND SINKS REQUIRED TO BE ACCESSIBLE, THE DIP OF THE OVERFLOW SHALL NOT BE CONSIDERED IN DETERMINING KNEE AND TOE CLEARANCES. 1138A.2.1.1 MINIMUM WIDTH. KNEE SPACE SHALL BE 30 INCHES (762 MM) WIDE MINIMUM. 1138A.2.1.2 MAXIMUM DEPTH. KNEE SPACE SHALL EXTEND 25 INCHES (635 MM) MAXIMUM UNDER AN ELEMENT AT 9 INCHES (229 MM) ABOVE THE FINISH FLOOR. 1138A.2.1.3 MINIMUM DEPTH. WHEN KNEE SPACE IS REQUIRED UNDER AN ELEMENT AS PART OF A CLEAR FLOOR SPACE, THE KNEE SPACE SHALL BE 11 INCHES (279 MM) DEEP MINIMUM AT 9 INCHES (229 MM) ABOVE THE FINISH FLOOR, AND 8 INCHES (203 MM) DEEP MINIMUM AT 27 INCHES (686 MM) ABOVE THE FINISH FLOOR, MEASURED FROM THE FRONT EDGE OF THE ELEMENT. EXCEPTIONS: 1. COMBINED KNEE AND TOE SPACE SHALL EXTEND 19 INCHES (483 MM) MINIMUM UNDER SINKS REQUIRED TO BE ACCESSIBLE. 2. COMBINED KNEE AND TOE SPACE SHALL EXTEND I 9 INCHES (483 MM) MINIMUM UNDER BUILT-IN DINING AND WORK SURFACES REQUIRED TO BE ACCESSIBLE. 1138A.2.1.4 CLEARANCE REDUCTION. BETWEEN 9 INCHES (229 MM) AND 27 INCHES (686 MM) ABOVE THE FINISH FLOOR, THE KNEE SPACE SHALL BE PERMITTED TO BE REDUCED AT A RATE OF 1 INCH (25 MM) IN DEPTH FOR EACH 6 INCHES (152 MM) IN HEIGHT. 1138A.2.2 TOE SPACE. SPACE UNDER AN ELEMENT BETWEEN THE FINISH FLOOR AND 9 INCHES (229 MM) ABOVE THE FINISH FLOOR SHALL BE CONSIDERED TOE SPACE. 1138A.2.2.1 MINIMUM WIDTH. TOE SPACE SHALL BE 30 INCHES (762 MM) WIDE MINIMUM. 1138A.2.2.2 MAXIMUM DEPTH. TOE SPACE SHALL EXTEND 25 INCHES (635 MM) MAXIMUM UNDER AN ELEMENT. 1138A.2.2.3 MINIMUM DEPTH. WHEN TOE SPACE IS REQUIRED UNDER AN ELEMENT AS PART OF A CLEAR FLOOR SPACE, THE TOE SPACE SHALL EXTEND 17 INCHES (432 MM) MINIMUM UNDER THE ELEMENT, MEASURED FROM THE FRONT EDGE OF THE ELEMENT. EXCEPTIONS: 1. COMBINED KNEE AND TOE SPACE SHALL EXTEND 19 INCHES (483 MM) MINIMUM UNDER SINKS REQUIRED TO BE ACCESSIBLE. 2. COMBINED KNEE AND TOE SPACE SHALL EXTEND 19 INCHES (483 MM) MINIMUM UNDER BUILD-IN DINING AND WORK SURFACES REQUIRED TO BE ACCESSIBLE. 1138A.2.2.4 ADDITIONAL CLEARANCE. SPACE EXTENDING GREATER THAN 6 INCHES (152 MM) BEYOND THE AVAILABLE KNEE SPACE AT 9 INCHES (229 MM) ABOVE THE FINISH FLOOR SHALL NOT BE CONSIDERED TOE SPACE. 1138A.3 REACH RANGES. 1138A.3.1 FORWARD REACH. 1. UNOBSTRUCTED. WHEN THE CLEAR FLOOR SPACE ALLOWS ONLY FORWARD APPROACH TO AN OBJECT, THE MAXIMUM HIGH FORWARD REACH ALLOWED SHALL BE 48 INCHES (1219 MM) AND THE MINIMUM LOW FORWARD REACH SHALL BE NO LESS THAN 15 INCHES (381 MM) ABOVE THE FINISH FLOOR (SEE FIGURE 11A-1I(a)). 2. OBSTRUCTED HIGH REACH. WHEN THE HIGH FORWARD REACH IS OVER AN OBSTRUCTION, THE CLEAR FLOOR SPACE SHALL EXTEND BENEATH THE ELEMENT FOR A DISTANCE NOT LESS THAN THE REACH DEPTH OVER THE OBSTRUCTION. THE HIGH FORWARD REACH SHALL BE 48 INCHES (1219 MM) MAXIMUM WHEN THE REACH DEPTH IS 20 INCHES (508 MM) MAXIMUM. WHEN THE REACH DEPTH EXCEEDS 20 INCHES (508 MM), BUT IS NOT MORE THAN 25 INCHES (635 MM), THE HIGH FORWARD REACH SHALL BE 44 INCHES (1118 MM) MAXIMUM (SEE FIGURE 11A-1I(b)).1138A.3.2 SIDE REACH. 1. UNOBSTRUCTED. WHEN A CLEAR FLOOR SPACE ALLOWS A PARALLEL APPROACH TO AN ELEMENT, AND THE SIDE REACH IS UNOBSTRUCTED, THE HIGH SIDE REACH SHALL BE 48 INCHES (1219 MM) MAXIMUM, AND THE LOW SIDE REACH SHALL BE 15 INCHES (381 MM) MINIMUM ABOVE THE FINISH FLOOR. (SEE FIGURES 11A-1J(a) AND 11A-1J(b)) EXCEPTIONS: 1. AN OBSTRUCTION SHALL BE PERMITTED BETWEEN THE CLEAR FLOOR SPACE AND THE ELEMENT WHEN THE DEPTH OF THE OBSTRUCTION IS 10 INCHES (254 MM) MAXIMUM. 2. BOOKSHELVES SHALL BE PERMITTED TO BE 54 INCHES (1372 MM) MAXIMUM ABOVE THE FINISH FLOOR. BOOKSHELVES MAY BE GREATER THAN 54 INCHES ( 1372 MM) ABOVE THE FINISH FLOOR WHEN AN ATTENDANT IS AVAILABLE TO ASSIST PERSONS WITH DISABILITIES. 2. OBSTRUCTED HIGH REACH. WHEN A CLEAR FLOOR SPACE ALLOWS A PARALLEL APPROACH TO AN ELEMENT AND THE HIGH SIDE REACH IS OVER AN OBSTRUCTION, THE HEIGHT OF THE OBSTRUCTION SHALL BE 34 INCHES ( 864 MM) MAXIMUM AND THE DEPTH OF THE OBSTRUCTION SHALL BE 24 INCHES (610 MM) MAXIMUM. THE HIGH SIDE REACH SHALL BE 48 INCHES (1219 MM) MAXIMUM FOR A REACH DEPTH OF 10 INCHES (254 MM) MAXIMUM. WHEN THE REACH DEPTH EXCEEDS 10 INCHES (254 MM), BUT NO MORE THAN 24 INCHES (610 MM), THE HIGH SIDE REACH SHALL BE 46 INCHES (1168 MM) MAXIMUM. (SEE FIGURE 11A-1J(c).) EXCEPTION: THE TOP OF WASHING MACHINES AND CLOTHES DRYERS SHALL BE PERMITTED TO BE 36 INCHES (914 MM) MAXIMUM ABOVE THE FINISH FLOOR. 1138A.4 CONTROLS AND OPERATING MECHANISMS. NOTE:SEE ALSO SECTION 1142A (see detail XX this sheet) FOR RECEPTACLE, SWITCH AND CONTROL INSTALLATION. 1138A.4.1 GENERAL. CONTROLS AND OPERATING MECHANISMS IN ACCESSIBLE SPACES, ALONG ACCESSIBLE ROUTES OR AS PART OF ACCESSIBLE ELEMENTS SHALL COMPLY WITH THIS SECTION. 1138A.4.2 CLEAR FLOOR SPACE. CLEAR FLOOR SPACE COMPLYING WITH SECTION 1138A.1.4 THAT ALLOWS A FORWARD OR PARALLEL APPROACH BY A PERSON USING A WHEELCHAIR SHALL BE PROVIDED AT ALL CONTROLS AND OPERATING MECHANISMS. 1138A.4.3 HEIGHT. CONTROLS AND OPERATING MECHANISMS SHALL BE LOCATED NO HIGHER THAN 48 INCHES ( 1219 MM), AND NO LOWER THAN 15 INCHES ( 381 MM), ABOVE THE FINISHED FLOOR MEASURED TO THE CENTER OF THE GRIP. IF THE REACH IS OVER AN OBSTRUCTION (FOR EXAMPLE, WASHER OR DRYER), CONTROLS AND OPERATING MECHANISMS SHALL BE LOCATED WITHIN THE REACH RANGES SPECIFIED IN SECTION 1138A.3. CONTROLS AND OPERATING MECHANISMS THAT DO NOT SATISFY THESE SPECIFICATIONS ARE ACCEPTABLE, PROVIDED THAT COMPARABLE MECHANISMS, CONTROLS OR OUTLETS, THAT PERFORM THE SAME FUNCTIONS, ARE PROVIDED WITHIN THE SAME AREA AND ARE ACCESSIBLE. 1138A.4.4 OPERATION. CONTROLS AND OPERATING MECHANISMS SHALL BE OPERABLE WITH ONE HAND AND SHALL NOT REQUIRE TIGHT GRIPING, PINCHING OR TWISTING OF THE WRIST. THE FORCE REQUIRED TO ACTIVATE CONTROLS AND OPERATING MECHANISMS SHALL BE NO GREATER THAN 5 POUNDS (22.2 N). FIGURE 11A-1E WHEELCHAIR PASSAGE WIDTH 4'-0" MIN 2'-0" MAX 2'-0" MAX 2' - 8 " M I N 3' - 0 " M I N 2' - 8 " M I N 3' - 0 " M I N FIGURE 11A - 1L INTERIOR ACCESSIBLE ROUTE (CORRIDOR) OVER 200 FEET; OCCUPANT LOAD 10 OR MORE 3' - 8 " M I N 5'-0" MIN 1' - 4 " MI N (b) minimum width for corridors over 200 feet (a) minimum width for corridors (c) Passing methods for corridors with length over 200' and width less than 5'-0" 3' - 8 " M I N 3'-8" MIN 5' - 0 " M I N 5' - 0 " M I N 3' - 8 " M I N 5' - 0 " M I N minimum clear width for a single wheelchair minimum clear width for two wheelchairs 5'-0" MIN FIGURE 11A - 1D WHEELCHAIR TURNING SPACE FIGURE 11A - 1D WHEELCHAIR TURNING SPACE (a) parallel approach (c) forward approach (b) clear space 3'-0" allowed at dwelling unit kitchen countertops SEC. 1127A.9 SPACE ALLOWANCES & REACH RANGES - 1127A.9 SPACE ALLOWANCES AND REACH RANGES IN COMMON USE AREAS SPACE ALLOWANCES AND REACH RANGES IN COMMON USE AREAS SHALL COMPLY WITH SECTION 1138A (SEE DETAIL XX / XXX) 12 32 2 N . H A R B O R B L V D . SA N T A A N A , C A 9 2 7 0 3 SHEET NUMBER 2 0 2 4 0 1 0 SHEET TITLE PROJECT NUMBER REVISIONS NO.DATE NO.DATE HANNOUCHE ARCHITECTS EXPRESSLY RESERVES ITS COMMON LAW COPYRIGHT AND OTHER PROPERTY RIGHTS INHERENT IN THESE PLANS. ALL DRAWINGS, ELECTRONIC FILES, FIELD NOTES AND ASSOCIATED DOCUMENTS ARE INSTRUMENTS OF SERVICE AND ARE THE PROPERTY OF HANNOUCHE ARCHITECTS. ALL INFORMATION CONTAINED IN THESE DRAWINGS, ELECTRONIC FILES, FIELD NOTES AND ASSOCIATED DOCUMENTS IS PROJECT SPECIFIC AND SHALL NOT BE REPRODUCED, DISCLOSED, CHANGED, COPIED, OR USED OTHERWISE IN ANY FORM OR MANNER WHATSOEVER, WITHOUT FIRST OBTAINING THE EXPRESSED WRITTEN PERMISSION AND CONSENT OF HANNOUCHE ARCHITECTS. HANNOUCHE ARCHITECT c 2021 HANNOUCHE ARCHITECTS 949.261.2070 SAMIR HANNOUCHE, ARCHITECT 20250 SW ACACIA ST. #145 NEWPORT BEACH, CA 92660 May 9, 2025 1 CORR 12/10/24 BLDG A CORR 3/18/25 OCFA 2 CORR 4/09/25 BLDG DATE SIGNED2 3 CORR 5/09/25 BLDG A0.17 DWELLING ADA NOTES DETAILS SCALE: N/A SEC. 1127A.5 BATHING FACILITIES - 1127 A.5 BATHING FACILITIES 1127A.5.1 GENERAL. WHEN COMMON USE BATHING FACILITIES ARE PROVIDED FOR RESIDENTS OR GUESTS, INCLUDING SHOWERS, BATHTUBS OR LOCKERS, AT LEAST ONE OF EACH TYPE OF FIXTURE IN EACH FACILITY, AND NOT LESS THAN 1 PERCENT OF ALL FIXTURES, SHALL COMPLY WITH THIS SECTION. 1127A.5.2 BATHTUBS. BATHTUBS REQUIRED TO BE ACCESSIBLE SHALL COMPLY WITH THE FOLLOWING: 1127A.5.2.1 FLOOR SPACE. CLEARANCE IN FRONT OF BATHTUBS SHALL EXTEND THE LENGTH OF THE BATHTUB AND SHALL BE 48 INCHES (1219 MM) WIDE MINIMUM FOR FORWARD APPROACH AND 30 INCHES (762 MM) WIDE MINIMUM FOR PARALLEL APPROACH. A LAVATORY COMPLYING WITH SECTION 1127 A.3 (see detail XX this sheet) SHALL BE PERMITTED AT THE CONTROL END OF THE CLEARANCE. WHEN A PERMANENT SEAT IS PROVIDED AT THE HEAD END OF THE BATHTUB, THE CLEARANCE SHALL EXTEND 12 INCHES (305 MM) MINIMUM BEYOND THE WALL AT THE HEAD END OF THE BATHTUB. (SEE FIGURE 11A-9E) 1127A.5.2.2 SEAT. A REMOVABLE IN-TUB SEAT OR A PERMANENT SEAT AT THE HEAD END OF THE TUB SHALL BE PROVIDED. THE STRUCTURAL STRENGTH OF SEATS AND THEIR ATTACHMENTS SHALL COMPLY WITH SECTION 1127A. 4.4 (see detail XX this sheet). SEATS SHALL BE MOUNTED SECURELY AND SHALL NOT SLIP DURING USE. THE TOP OF BATHTUB SEATS SHALL BE 17 INCHES (432 MM) MINIMUM AND 19 INCHES (483 MM) MAXIMUM ABOVE THE BATHROOM FINISH FLOOR. THE DEPTH OF A REMOVABLE IN-TUB SEAT SHALL BE 15 INCHES (381 MM) MINIMUM AND 16 INCHES (406 MM) MAXIMUM. PERMANENT SEATS AT THE HEAD END OF THE BATHTUB SHALL BE 15 INCHES (381 MM) DEEP MINIMUM AND SHALL EXTEND FROM THE BACK WALL TO OR BEYOND THE OUTER EDGE OF THE BATHTUB. (SEE FIGURE 11A-9E). 1127A.5.2.3 GRAB BARS. GRAB BARS COMPLYING WITH SECTION 1127A.4 (see detail XX this sheet) SHALL BE PROVIDED IN ACCORDANCE WITH THIS SECTION. (SEE FIGURE 11A-9F) WHEN SEPARATE GRAB BARS ARE REQUIRED ON ADJACENT WALLS AT A COMMON MOUNTING HEIGHT, AN L-SHAPED OR U-SHAPED GRAB BAR MEETING THE DIMENSIONAL REQUIREMENTS OF THIS SECTION SHALL BE PERMITTED. 1. BATHTUBS WITH PERMANENT SEATS. TWO HORIZONTAL GRAB BARS SHALL BE INSTALLED ON THE BACK WALL. ONE SHALL BE LOCATED 33 INCHES (838 MM) MINIMUM AND 36 INCHES (914 MM) MAXIMUM ABOVE THE FINISH FLOOR MEASURED TO THE TOP OF THE GRIPPING SURFACE, AND THE OTHER SHALL BE LOCATED 8 INCHES (203 MM) MINIMUM AND 10 INCHES (254 MM) MAXIMUM ABOVE THE RIM OF THE BATHTUB. EACH GRAB BAR SHALL BE 48 INCHES (1219 MM) LONG MINIMUM, AND SHALL BE INSTALLED 15 INCHES (381 MM) MAXIMUM FROM THE HEAD END WALL AND 12 INCHES (305 MM) MAXIMUM FROM THE CONTROL END WALL. A GRAB BAR 24 INCHES (610 MM) LONG MINIMUM SHALL BE INSTALLED ON THE CONTROL END WALL AT THE FRONT EDGE OF THE BATHTUB. 2. BATHTUBS WITH REMOVABLE SEATS. TWO HORIZONTAL GRAB BARS SHALL BE INSTALLED ON THE BACK WALL. ONE SHALL BE LOCATED 33 INCHES (838 MM) MINIMUM AND 36 INCHES (914 MM) MAXIMUM ABOVE THE FINISH FLOOR MEASURED TO THE TOP OF THE GRIPPING SURFACE, AND THE OTHER SHALL BE LOCATED 8 INCHES (203 MM) MINIMUM AND 10 INCHES (254 MM) MAXIMUM ABOVE THE RIM OF THE BATHTUB. EACH GRAB BAR SHALL BE 24 INCHES (610 MM) LONG MINIMUM AND SHALL BE INSTALLED 24 INCHES (610 MM) MAXIMUM FROM THE HEAD END WALL AND 12 INCHES (305 MM) MAXIMUM FROM THE CONTROL END WALL. A GRAB BAR 24 INCHES (610 MM) LONG MINIMUM SHALL BE INSTALLED ON THE CONTROL END WALL AT THE FRONT EDGE OF THE BATHTUB. A GRAB BAR 12 INCHES (305 MM) LONG MINIMUM SHALL BE INSTALLED ON THE HEAD END WALL AT THE FRONT EDGE OF THE BATHTUB. 1127A.5.2.4 CONTROLS. FAUCETS AND CONTROLS (OTHER THAN DRAIN STOPPERS) SHALL BE LOCATED ON AN END WALL BETWEEN THE BATHTUB RIM AND GRAB BAR, AND BETWEEN THE OPEN SIDE OF THE BATHTUB AND THE CENTERLINE OF THE WIDTH OF THE BATHTUB. (SEE FIGURE 11A-9F.) CONTROLS SHALL BE OPERABLE WITH ONE HAND AND SHALL NOT REQUIRE TIGHT GRASPING, PINCHING OR TWISTING OF THE WRIST. THE FORCE REQUIRED TO ACTIVATE CONTROLS SHALL BE NO GREATER THAN 5 POUNDS (22.2 N).1127 A.5.2.5 SHOWER SPRAY UNIT. A SHOWER SPRAY UNIT WITH A HOSE AT LEAST 59 INCHES (1524 MM) LONG THAT CAN BE USED BOTH AS A FIXED SHOWER HEAD AND AS A HAND-HELD SHOWER SHALL BE PROVIDED. THE SHOWER SPRAY UNIT SHALL HAVE AN ON/OFF CONTROL WITH A NON-POSITIVE SHUT-OFF IF AN ADJUSTABLE-HEIGHT SHOWER HEAD ON A VERTICAL BAR IS USED, THE BAR SHALL BE INSTALLED SO AS NOT TO OBSTRUCT THE USE OF THE GRAB BARS. 1127 A.5.2.6 BATHTUB ENCLOSURES. WHEN PROVIDED, ENCLOSURES FOR BATHTUBS SHALL NOT OBSTRUCT CONTROLS, FAUCETS, SHOWER AND SPRAY UNITS, OR OBSTRUCT TRANSFER FROM WHEELCHAIRS ONTO BATHTUB SEATS OR INTO BATHTUBS. ENCLOSURES ON BATHTUBS SHALL NOT HAVE TRACKS INSTALLED ON THE RIM OF THE OPEN FACE OF THE BATHTUB. 1127A.5.3 SHOWER COMPARTMENTS. SHOWER COMPARTMENTS REQUIRED TO BE ACCESSIBLE SHALL COMPLY WITH THIS SECTION. (SEE FIGURES 11A-9H, 11A-9I, 11A-9J AND 11A-9K) 1127A.5.3.1 SIZE AND CLEARANCE. 1. STANDARD ROLL-IN SHOWER COMPARTMENTS. STANDARD ROLL-IN SHOWER COMPARTMENTS SHALL MEET ONE OF THE FOLLOWING: 1.1 30 INCHES (762 MM) MINIMUM IN DEPTH AND 60 INCHES (1524 MM) MINIMUM IN WIDTH BETWEEN WALL SURFACES MEASURED AT CENTER POINTS OF OPPOSING SIDES, WITH A FULL OPENING WIDTH ON THE LONG SIDE. A CLEAR FLOOR SPACE 30 INCHES (914 MM) MINIMUM BY 60 INCHES (1524 MM) MINIMUM SHALL BE PROVIDED ADJACENT TO THE OPEN FACE OF THE SHOWER COMPARTMENT. 1.2 42 INCHES (1067 MM) IN WIDTH BETWEEN WALL SURFACES, AND 48 INCHES (1219 MM) MINIMUM IN DEPTH WITH AN ENTRANCE OPENING OF 42 INCHES (1067 MM). 2. ALTERNATE ROLL-IN SHOWER COMPARTMENTS. ALTERNATE ROLL-IN SHOWER COMPARTMENTS SHALL BE 36 INCHES (914 MM) MINIMUM IN DEPTH AND 60 INCHES (1524 MM) MINIMUM IN WIDTH BETWEEN WALL SURFACES MEASURED AT CENTER POINTS OF OPPOSING SIDES. A 36-INCH (914 MM) WIDE MINIMUM ENTRY SHALL BE PROVIDED AT ONE END OF THE LONG SIDE OF THE COMPARTMENT. 1127A.5.3.2 THRESHOLDS. THRESHOLDS IN ROLL-IN SHOWER COMPARTMENTS SHALL BE 1/2 INCH (12.7 MM) MAXIMUM IN HEIGHT AND SHALL BE BEVELED WITH A SLOPE NO GREATER THAN ONE UNIT VERTICAL IN TWO UNITS HORIZONTAL (50-PERCENTSLOPE). (SEE FIGURE 11A-1F.) EXCEPTION:CHANGES IN LEVEL NOT EXCEEDING 1/4 INCH (6.35 MM) SHALL BE PERMITTED TO BE VERTICAL 1127A.5.3.3 ENCLOSURES. ENCLOSURES, WHEN PROVIDED FOR SHOWER COMPARTMENTS, SHALL NOT OBSTRUCT CONTROLS, FAUCETS, SHOWER SPRAY UNITS, AND TRANSFER FROM WHEELCHAIRS ONTO SHOWER SEATS. 1127 A.5.3.4 FLOOR. SHOWER COMPARTMENT FLOOR SURFACES SHALL BE STABLE, FIRM AND SLIP RESISTANT. THE MAXIMUM SLOPE OF THE FLOOR SHALL BE 1/4 INCH (6.35 MM) PER FOOT (2.083 PERCENT SLOPE) IN ANY DIRECTION. WHEN DRAINS ARE PROVIDED, GRATE OPENINGS SHALL BE 1/4 INCH (6.35 MM) MAXIMUM AND LOCATED FLUSH WITH THE FLOOR SURFACE. 1127 A.5.3.5 CONTROLS. CONTROLS, FAUCETS AND SHOWER SPRAY UNITS IN SHOWER COMPARTMENTS SHALL BE OPERABLE WITH ONE HAND, AND SHALL NOT REQUIRE TIGHT GRASPING, PINCHING, OR TWISTING OF THE WRIST. THE FORCE REQUIRED TO ACTIVATE OPERABLE PARTS SHALL BE 5 POUNDS (22.2 N) MAXIMUM. ALL CONTROLS AND FAUCETS SHALL BE OF A SINGLE-LEVER DESIGN. 1127A.5.3.5.1 STANDARD ROLL-IN SHOWER COMPARTMENTS. IN STANDARD ROLL-IN SHOWER COMPARTMENTS, OPERABLE PARTS OF CONTROLS AND FAUCETS SHALL BE INSTALLED ON THE BACK WALL OF THE COMPARTMENT ADJACENT TO THE SEAT WALL, 19 INCHES (483 MM) MINIMUM AND 27 INCHES (686 MM) MAXIMUM FROM THE SEAT WALL. OPERABLE PARTS OF CONTROLS AND FAUCETS SHALL BE LOCATED ABOVE THE GRAB BAR, BUT NO HIGHER THAN 48 INCHES ( 1219 MM) ABOVE THE SHOWER FLOOR, WITH THEIR CENTERLINE AT 39 INCHES (991 MM) MINIMUM AND 41 INCHES ( 1041 MM) MAXIMUM ABOVE THE SHOWER FLOOR. OPERABLE PARTS OF THE SHOWER SPRAY UNIT, INCLUDING THE HANDLE, SHALL BE INSTALLED ON THE BACK WALL ADJACENT TO THE SEAT WALL, 19 INCHES (483 MM) MINIMUM AND 27 INCHES (686 MM) MAXIMUM FROM THE SEAT WALL. OPERABLE PARTS OF THE SHOWER SPRAY UNIT, INCLUDING THE HANDLE, SHALL BE LOCATED ABOVE THE GRAB BAR, BUT NO HIGHER THAN 48 INCHES (1219 MM) ABOVE THE SHOWER FLOOR (MEASURED TO THE TOP OF THE MOUNTING BRACKET). 1127 A.5.3.5.2 ALTERNATE ROLL-IN SHOWER COMPARTMENTS. IN ALTERNATE ROLL-IN SHOWER COMPARTMENTS, OPERABLE PARTS OF CONTROLS AND FAUCETS SHALL BE INSTALLED ON THE SIDE WALL OF THE COMPARTMENT ADJACENT TO THE SEAT WALL, 19 INCHES (483 MM) MINIMUM AND 27 INCHES ( 686 MM) MAXIMUM FROM THE SEAT WALL. OPERABLE PARTS OF CONTROLS AND FAUCETS SHALL BE LOCATED ABOVE THE GRAB BAR, BUT NO HIGHER THAN 48 INCHES (1219 MM) ABOVE THE SHOWER FLOOR, WITH THEIR CENTERLINE AT 39 INCHES (991 MM) MINIMUM AND 41 INCHES (1041 MM) MAXIMUM ABOVE THE SHOWER FLOOR. OPERABLE PARTS OF THE SHOWER SPRAY UNIT, INCLUDING THE HANDLE, SHALL BE INSTALLED ON THE FOLLOWING LOCATIONS: 1. ON THE SIDE WALL OF THE COMPARTMENT ADJACENT TO THE SEAT WALL, 17 INCHES (432 MM) MINIMUM AND 19 INCHES (483 MM) MAXIMUM FROM THE SEAT WALL; OR 2. ON THE BACK WALL OPPOSITE THE SEAT, 15 INCHES (381 MM) MAXIMUM, LEFT OR RIGHT, OF THE CENTERLINE OF THE SEAT. OPERABLE PARTS OF THE SHOWER SPRAY UNIT, INCLUDING THE HANDLE, SHALL BE LOCATED ABOVE THE GRAB BAR, BUT NO HIGHER THAN 48 INCHES (1219 MM) ABOVE THE SHOWER FLOOR. 1127 A.5.3.6 HAND-HELD SHOWER SPRAYER UNIT. A FLEXIBLE HAND-HELD SHOWER SPRAY UNIT WITH A HOSE AT LEAST 59 INCHES (1524 MM) LONG THAT CAN BE USED BOTH AS A FIXED SHOWER HEAD AND AS A HAND-HELD SHOWER SHALL BE PROVIDED. THE SHOWER SPRAY UNIT SHALL HAVE AN ON/OFF CONTROL WITH A NON-POSITIVE SHUT-OFF IF AN ADJUSTABLE-HEIGHT SHOWER HEAD ON A VERTICAL BAR IS USED, THE BAR SHALL BE INSTALLED SO AS NOT TO OBSTRUCT THE USE OF GRAB BARS. 1127A.5.3.6.1 SPRAYER UNIT ALTERNATIVE. WHEN ACCESSIBLE SHOWER FACILITIES ARE PROVIDED IN AREAS SUBJECT TO EXCESSIVE VANDALISM, IN LIEU OF PROVIDING THE FIXED FLEXIBLE HOSE, TWO WALL-MOUNTED SHOWER HEADS SHALL BE INSTALLED. EACH SHOWER HEAD SHALL BE INSTALLED SO THAT IT CAN BE OPERATED INDEPENDENTLY OF THE OTHER AND SHALL HAVE SWIVEL ANGLE ADJUSTMENTS, BOTH VERTICALLY AND HORIZONTALLY. ONE SHOWER HEAD SHALL BE LOCATED AT A HEIGHT OF 48 INCHES (1219 MM) MAXIMUM ABOVE THE FLOOR. 1127 A.5.3. 7 SHOWER COMPARTMENT SEATS. A SEAT IN A STANDARD ROLL-IN SHOWER COMPARTMENT SHALL BE A FOLDING TYPE, INSTALLED ON THE SIDE WALL ADJACENT TO THE CONTROLS. THE SEAT SHALL EXTEND FROM THE BACK WALL TO A POINT WITHIN 3 INCHES (76 MM) OF THE COMPARTMENT ENTRY. A SEAT IN AN ALTERNATE ROLL-IN TYPE SHOWER COMPARTMENT SHALL BE A FOLDING TYPE, INSTALLED ON THE FRONT WALL OPPOSITE THE BACK WALL, AND SHALL EXTEND FROM THE ADJACENT SIDE WALL TO A POINT WITHIN 3 INCHES (76 MM) OF THE COMPARTMENT ENTRY. SHOWER COMPARTMENT SEATS SHALL COMPLY WITH SECTION 1127 A.4.4 (see detail XX this sheet) AND SHALL BE LOCATED WITHIN 27 INCHES (686 MM) OF THE SHOWER CONTROLS. THE TOP OF THE SEAT SHALL BE 17 INCHES (432 MM) MINIMUM AND 19 INCHES (483 MM) MAXIMUM ABOVE THE BATHROOM FINISH FLOOR. WHEN FOLDED, THE SEAT SHALL NOT EXTEND MORE THAN 6 INCHES (152 MM) FROM THE MOUNTING WALL. 1127A.5.3.7.1 RECTANGULAR SEATS. THE REAR EDGE OF A RECTANGULAR SEAT SHALL BE 2-1/2 INCHES (64 MM) MAXIMUM FROM THE SEAT WALL THE FRONT EDGE OF A RECTANGULAR SEAT SHALL BE 15 INCHES (381 MM) MINIMUM AND 16 INCHES (406 MM) MAXIMUM FROM THE SEAT WALL. THE SIDE EDGE OF THE SEAT SHALL BE 1-1/2 INCHES (38 MM) MAXIMUM FROM THE ADJACENT WALL. 1127A.5.3.7.2 L-SHAPED SEATS. THE REAR EDGE OF AN L-SHAPED SEAT SHALL BE 2 1/ 2 INCHES (64 MM) MAXIMUM FROM THE SEAT WALL. THE FRONT EDGE OF AN L-SHAPED SEAT SHALL BE 15 INCHES (381 MM) MINIMUM AND 16 INCHES (406 MM) MAXIMUM FROM THE SEAT WALL. THE REAR EDGE OF THE "L" PORTION OF THE SEAT SHALL BE 1-1/2 INCHES (38 MM) MAXIMUM FROM THE WALL. THE FRONT EDGE SHALL BE 14 INCHES (356 MM) MINIMUM AND 15 INCHES (381 MM) MAXIMUM FROM THE WALL. THE END OF THE "L" SHALL BE 22 INCHES (559 MM) MINIMUM AND 23 INCHES (584 MM) MAXIMUM FROM THE MAIN SEAT WALL. 1127A.5.3.8 GRAB BARS. ACCESSIBLE SHOWER COMPARTMENTS SHALL BE PROVIDED WITH GRAB BARS, INSTALLED IN ACCORDANCE WITH SECTION 1127A.5.3.8.1 OR SECTION 1127 A.5.3.8.2. GRAB BARS SHALL ALSO COMPLY WITH SECTION 1127A.4 (see detail XX this sheet). WHEN MULTIPLE GRAB BARS ARE USED, REQUIRED HORIZONTAL GRAB BARS SHALL BE INSTALLED AT THE SAME HEIGHT ABOVE THE FINISH FLOOR. WHEN SEPARATE GRAB BARS ARE REQUIRED ON ADJACENT WALLS AT A COMMON MOUNTING HEIGHT, L-SHAPED OR U-SHAPED GRAB BARS MEETING THE DIMENSIONAL REQUIREMENTS OF SECTION 1127A.5.3.8.1 OR SECTION 1127A.5.3.8.2 SHALL BE PERMITTED. (SEE FIGURE 11A-9H OR FIGURE 11A-9I.) 1127A.5.3.8.1 STANDARD ROLL-IN SHOWER COMPARTMENTS. GRAB BARS SHALL BE INSTALLED ON THE BACK WALL AND ON THE SIDE WALL OPPOSITE THE SEAT. GRAB BARS ABOVE THE SEAT ARE NOT PERMITTED. GRAB BARS SHALL BE INSTALLED 6 INCHES (152 MM) MAXIMUM FROM ADJACENT WALLS. 1127A.5.3.8.2 ALTERNATE ROLL-IN SHOWER COMPARTMENTS. GRAB BARS SHALL BE INSTALLED ON THE BACK WALL AND THE SIDE WALL FARTHEST FROM THE COMPARTMENT ENTRY. GRAB BARS ABOVE THE SEAT ARE NOT PERMITTED. GRAB BARS SHALL BE INSTALLED 6 INCHES (152 MM) MAXIMUM FROM ADJACENT WALLS. 1127A.5.3.9 SOAP DISH. WHEN A SOAP DISH IS PROVIDED, IT SHALL BE LOCATED ON THE CONTROL WALL AT A MAXIMUM HEIGHT OF 40 INCHES (1016 MM) ABOVE THE SHOWER FLOOR, AND WITHIN THE REACH LIMITS FROM THE SEAT. 1127A.5.3.10 OPEN SHOWERS. WHEN NO SEPARATE SHOWER COMPARTMENTS ARE PROVIDED, THE SHOWER FOR PERSONS WITH DISABILITIES SHALL BE LOCATED IN A CORNER WITH L-SHAPED GRAB BARS EXTENDING ALONG TWO ADJACENT WALLS WITH A FOLDING SEAT ADJACENT TO THE SHOWER CONTROLS. (SEE FIGURE 11A-9I) 1127A.5.3.11 MULTIPLE SHOWERS. WHEN TWO OR MORE ACCESSIBLE SHOWERS ARE PROVIDED WITHIN THE SAME FUNCTIONAL AREA, THERE SHALL BE AT LEAST ONE SHOWER CONSTRUCTED OPPOSITE HAND FROM THE OTHER OR OTHERS (I.E., ONE LEFT-HAND CONTROL VERSUS RIGHT-HAND CONTROLS). 1/ 4 " MA X 1/ 4 " MA X 1/ 4 " MA X 1/ 2 " MA X (a) vertical change in level (b) beveled change in level 2 1 FIGURE 11A-1F CHANGE IN LEVEL FIGURE 11A-9E CLEAR FLOOR SPACE AT BATHTUBS (see figure 11A-9F for size of grab bars) (b) removable in-tub seat parallel approach (d) permanent seat parallel approach co n t r o l e n d wa l l back wall he a d e n d w a l l (a) removable in-tub seat forward approach (c) permanent seat forward approach 2' - 6 " M I N length of bathtub length of bathtub 2' - 6 " M I N 1'-0" MIN 4' - 0 " M I N length of bathtub 4' - 0 " M I N length of bathtub 1'-0" MIN co n t r o l e n d wa l l back wall he a d e n d wa l l co n t r o l e n d wa l l back wall he a d e n d w a l l co n t r o l e n d wa l l back wall he a d e n d wa l l FIGURE 11A-9F GRAB BARS AT BATHTUBS (a) Removable In-Tub Seat (b) Permanent Seat 17 " - 1 9 " 17 " - 1 9 " 15" - 16"15" - 16" 1'-3" MIN 1'-3" MIN 2'-0" MIN1'-0" MAX 2'-0" MAX 4'-0" MIN1'-0" MAX 1'-3" MAX ℄ control end (foot) wall back wall head end wall 1'-0" MIN ℄ control end (foot) wall 2'-0" MIN head end wallback wall 6' - 0 " 8" - 1 0 " 33 " - 3 6 " 8" - 1 0 " 33 " - 3 6 " 39 " - 4 1 " 4' - 0 " M A X 17 " - 1 9 " 5'-0" MIN CLEAR FINISH TO FINISH 33 " - 3 6 " 5'-0" MIN CLEAR FINISH TO FINISH 2' - 6 " M I N . 2' - 6 " M I N CL E A R FI N I S H TO F I N I S H 5'-0" MIN. ℄ 19" - 27" location of single lever controls 1/2" max beveled threshold top of mounting bracket 4' - 0 " top of mounting brackets 2'-0" MIN 6' - 0 " 4' - 0 " top of mounting brackets clear floor area 3'-6" MIN CLEAR FINISH TO FINISH 4' - 0 " M I N CL E A R FI N I S H T O F I N I S H 19" - 27" 1/2" max beveled threshold location of single lever controls FIGURE 11A-9H STANDARD ROLL-IN SHOWERS folding seat folding seat seat extension over 36" deep 3" MA X 3" MA X standard fixed showerhead on the opposite wall (a) 30" x 60" Roll-in Shower (b) 42" x 48" Roll-in Shower handheld showerhead shall have a diverter from fixed head 39 " - 4 1 " 17 " - 1 9 " 33 " - 3 6 " ℄ 4' - 0 " M A X FIGURE 11A-9I SHOWER SEATS AND GRAB BARS (b1) rectangular (b2) L - shaped 2 1 / 2 " MA X 1 1/2" MAX 15 " - 1 6 " seat wall 1 1/2" MAX seat wall 2 1 / 2 " MA X co m p a r t m e n t en t r y 15 " - 1 6 " 14" - 15" 22 " - 2 3 " 3" MAX co m p a r t m e n t en t r y 3" MAX back wall si d e w a l l si d e w a l l 6" 6" (a2) standard roll-in shower (b) shower seats compartment entry (a) grab bars (a1) alternate roll-in shower back wall si d e w a l l si d e w a l l front wall compartment entry 6" 6" 6" FIGURE 11A-9J OPEN SHOWER FIGURE 11A-9K ALTERNATE ROLL-IN SHOWER back wall si d e w a l l si d e w a l l front wall compartment entry 5'-0" MIN CLEAR FINISH TO FINISH 19 " - 2 7 " location of single lever controls 1/2" max beveled threshold folding seat 3' - 0 " M I N CL E A R FI N I S H TO F I N I S H 2'-0" MIN 3'-0" MIN 39 " - 4 1 " 4' - 0 " 17 " - 1 9 " 33 " - 3 6 " ℄ top of mounting bracket 2'-1" 35 " - 3 7 " 3' - 2 " 19" - 27" ℄ location of single lever controls folding seat 19" - 27" 2'-0" ℄ ℄ 6' - 0 " 36" grab bar 24" grab bar SEC. 1127A.10 ACCESSIBLE LAUNDRY ROOMS - 1127A.10 COMMON ACCESSIBLE LAUNDRY ROOMS 1127A.10.1 GENERAL. WHERE COMMON USE LAUNDRY ROOMS ARE PROVIDED, AT LEAST ONE OF EACH TYPE OF APPLIANCE PROVIDED IN EACH LAUNDRY AREA SHALL BE ACCESSIBLE, SHALL BE ON AN ACCESSIBLE ROUTE AND SHALL COMPLY WITH THIS SECTION. SUCH APPLIANCES INCLUDE CLOTHES WASHING MACHINES, DRYERS, SOAP DISPENSERS AND ANY RELATED FEATURES SUCH AS WASH SINKS, TABLES AND STORAGE AREAS. WHERE LAUNDRY ROOMS ARE PROVIDED ON FLOORS OF AN ELEVATOR BUILDING, EACH LAUNDRY ROOM SHALL BE ACCESSIBLE. WHERE THERE IS ONE LAUNDRY ROOM ON A GROUND FLOOR IN EACH BUILDING, EACH LAUNDRY ROOM SHALL BE ACCESSIBLE. WHERE THERE IS A LAUNDRY ROOM ON THE GROUND FLOOR OF A BUILDING AND ANOTHER LOCATED IN THE BASEMENT, IT IS ACCEPTABLE TO HAVE ONLY THE GROUND FLOOR LAUNDRY ROOM ACCESSIBLE. 1127A.10.2 CLEAR FLOOR SPACE. THERE SHALL BE A MINIMUM CLEAR SPACE 30 INCHES PERPENDICULAR BY 48 INCHES PARALLEL (762 MM BY 1219 MM) IN FRONT OF CLOTHES WASHERS AND DRYERS REQUIRED TO BE ACCESSIBLE. THERE SHALL BE A MINIMUM CLEAR SPACE 30 INCHES BY 48 INCHES (762 MM BY 1219 MM) PROVIDED FOR AT LEAST ONE OF EACH TYPE OF FIXTURE OR APPLIANCE PROVIDED IN THE LAUNDRY ROOM (E.G., SOAP DISPENSERS, WASH SINKS, TABLES, STORAGE AREAS). 1127A.10.3 CONTROLS AND OPERATING MECHANISMS. CLOTHES WASHERS AND DRYERS INCLUDING STACKED CLOTHES WASHERS AND DRYERS REQUIRED TO BE ACCESSIBLE SHALL HAVE CONTROLS AND OPERATING MECHANISMS (INCLUDING DOORS, COIN SLOTS, LINT SCREENS, DETERGENT AND BLEACH COMPARTMENTS) WITHIN THE REACH RANGE OF A SEATED USER. CONTROLS AND OPERATING MECHANISMS SHALL BE LOCATED NO HIGHER THAN 48 INCHES (1219 MM), AND NO LOWER THAN 15 INCHES (381 MM), ABOVE THE FINISHED FLOOR MEASURED TO THE CENTER OF THE GRIP. IF THE REACH IS OVER AN OBSTRUCTION (FOR EXAMPLE, WASHER OR DRYER), OPERATING MECHANISMS SHALL BE LOCATED WITHIN THE REACH RANGES SPECIFIED IN SECTION 1138A.3 (see detail XX / XXX). CONTROLS AND OPERATING MECHANISMS THAT DO NOT SATISFY THESE SPECIFICATIONS ARE ACCEPTABLE, PROVIDED THAT COMPARABLE MECHANISMS, CONTROLS OR OUTLETS THAT PERFORM THE SAME FUNCTIONS ARE PROVIDED WITHIN THE SAME AREA AND ARE ACCESSIBLE. CONTROLS AND OPERATING MECHANISMS SHALL BE OPERABLE WITH ONE HAND AND NOT REQUIRE TIGHT GRASPING, PINCHING OR TWISTING OF THE WRIST. THE FORCE REQUIRED TO ACTIVATE CONTROLS AND OPERATING MECHANISMS SHALL BE NO GREATER THAN 5 POUNDS (22.2N). 1127A.10.4 WASHING MACHINES AND CLOTHES DRYERS. WASHING MACHINES AND CLOTHES DRYERS IN ACCESSIBLE COMMON USE LAUNDRY ROOMS SHALL BE FRONT LOADING. THE BOTTOM OF THE OPENING TO THE LAUNDRY COMPARTMENT SHALL BE LOCATED 15 INCHES ( 381 MM) MINIMUM AND 36 INCHES (914 MM) MAXIMUM ABOVE THE FINISH DOOR. HEIGHT OF FRONT LOADING LAUNDRY COMPARTMENT OPENING AND CONTROLS 15 " - 3 6 " 4' - 0 " M A X fr o n t m o u n t e d c o n t r o l s see 1138A.3 for obstructed high reach when controls are not front mounted CLEAR FLOOR AREA AT LAUNDRY EQUIPMENT 2'-0" MIN ℄2'-0" MIN 2' - 6 " M I N SEC. 1135A LAUNDRY ROOMS - SECTION 1135A LAUNDRY ROOMS 1135A.1 GENERAL. IF CLOTHES WASHING MACHINES AND CLOTHES DRYERS ARE PROVIDED IN COVERED MULTIFAMILY DWELLING UNITS, ONE OF EACH TYPE OF APPLIANCE SHALL BE PROVIDED. WHERE FRONT LOADING CLOTHES WASHERS ARE NOT PROVIDED, MANAGEMENT SHALL PROVIDE ASSISTIVE DEVICES, ON REQUEST OF THE OCCUPANT, TO PERMIT THE USE OF TOP-LOADING CLOTHES WASHERS. 12 3 4 4 A0.17 4 A0.17 4 A0.17 32 2 N . H A R B O R B L V D . SA N T A A N A , C A 9 2 7 0 3 SHEET NUMBER 2 0 2 4 0 1 0 SHEET TITLE PROJECT NUMBER REVISIONS NO.DATE NO.DATE HANNOUCHE ARCHITECTS EXPRESSLY RESERVES ITS COMMON LAW COPYRIGHT AND OTHER PROPERTY RIGHTS INHERENT IN THESE PLANS. ALL DRAWINGS, ELECTRONIC FILES, FIELD NOTES AND ASSOCIATED DOCUMENTS ARE INSTRUMENTS OF SERVICE AND ARE THE PROPERTY OF HANNOUCHE ARCHITECTS. ALL INFORMATION CONTAINED IN THESE DRAWINGS, ELECTRONIC FILES, FIELD NOTES AND ASSOCIATED DOCUMENTS IS PROJECT SPECIFIC AND SHALL NOT BE REPRODUCED, DISCLOSED, CHANGED, COPIED, OR USED OTHERWISE IN ANY FORM OR MANNER WHATSOEVER, WITHOUT FIRST OBTAINING THE EXPRESSED WRITTEN PERMISSION AND CONSENT OF HANNOUCHE ARCHITECTS. HANNOUCHE ARCHITECT c 2021 HANNOUCHE ARCHITECTS 949.261.2070 SAMIR HANNOUCHE, ARCHITECT 20250 SW ACACIA ST. #145 NEWPORT BEACH, CA 92660 May 9, 2025 1 CORR 12/10/24 BLDG A CORR 3/18/25 OCFA 2 CORR 4/09/25 BLDG DATE SIGNED2 3 CORR 5/09/25 BLDG A0.18 DWELLING ADA NOTES DETAILS SCALE: N/A SECTION 1119A INTERIOR ROUTES OF TRAVEL 1119A.1 GENERAL. WHEN A BUILDING OR PORTION OF A BUILDING IS REQUIRED TO BE ACCESSIBLE OR ADAPTABLE, AN ACCESSIBLE ROUTE SHALL BE PROVIDED TO ALL PORTIONS OF THE BUILDING, ACCESSIBLE BUILDING ENTRANCES AND TO COVERED MULTIFAMILY DWELLING UNITS. THE ACCESSIBLE ROUTE SHALL, TO THE MAXIMUM EXTENT FEASIBLE, COINCIDE WITH THE ROUTE FOR THE GENERAL PUBLIC AND OTHER BUILDING RESIDENTS. ACCESSIBLE ROUTES SHALL NOT PASS THROUGH KITCHENS, STORAGE ROOMS, RESTROOMS, CLOSETS OR OTHER SPACES USED FOR SIMILAR PURPOSES EXCEPT WITHIN AN INDIVIDUAL DWELLING UNIT. ACCESSIBLE ROUTES SHALL BE PROVIDED AS FOLLOWS: 1. WHERE MORE THAN ONE ROUTE OF TRAVEL IS PROVIDED, ALL ROUTES SHALL BE ACCESSIBLE. 2. AT LEAST ONE ACCESSIBLE ROUTE SHALL CONNECT ACCESSIBLE BUILDING OR FACILITY ENTRANCES WITH ALL ACCESSIBLE SPACES, ELEMENTS AND COVERED MULTIFAMILY DWELLING UNITS. 3. AN ACCESSIBLE ROUTE SHALL CONNECT AT LEAST ONE ACCESSIBLE PRIMARY ENTRANCE OF EACH COVERED MULTIFAMILY DWELLING UNIT WITH INTERIOR AND EXTERIOR SPACES AND FACILITIES THAT SERVE THE UNIT. 4. WHERE ELEVATORS ARE PROVIDED FOR VERTICAL ACCESS, ALL ELEVATORS SHALL BE ACCESSIBLE. 1119A.2 FLOORING. FLOOR AND GROUND SURFACES SHALL BE STABLE, FIRM, AND SLIP RESISTANT. IF CARPET OR CARPET TILE IS USED IN A COMMON USE AREA OR PUBLIC USE AREA ON A GROUND OR FLOOR SURFACE, IT SHALL HAVE FIRM BACKING OR NO BACKING. CARPET OR CARPET TILE SHALL HAVE A LEVEL LOOP, TEXTURED LOOP, LEVEL CUT PILE, OR LEVEL CUT/UNCUT PILE TEXTURE. THE MAXIMUM PILE HEIGHT SHALL BE 1/2 INCH (12.7 MM). EXPOSED EDGES OF CARPET SHALL BE FASTENED TO FLOOR SURFACES AND HAVE TRIM ALONG THE ENTIRE LENGTH OF THE EXPOSED EDGE. CARPET EDGE TRIM SHALL COMPLY WITH SECTION 1121A (see detail XX this sheet) REQUIREMENTS FOR CHANGES IN LEVEL. 1119A.2.1 RECESSED DOORMATS. RECESSED DOORMATS SHALL BE ADEQUATELY ANCHORED TO PREVENT INTERFERENCE WITH WHEELCHAIR TRAFFIC. SEC. 1119A INTERIOR ROUTES OF TRAVEL -SEC. 1120A INTERIOR ACCESSIBLE ROUTES - SECTION 1120A INTERIOR ACCESSIBLE ROUTES NOTE:FOR THE PURPOSE OF THIS SECTION, INTERIOR ACCESSIBLE ROUTES SHALL INCLUDE BUT NOT BE LIMITED TO CORRIDORS, HALLWAYS, EXIT BALCONIES AND COVERED OR ENCLOSED WALKWAYS. 1120A.1 WIDTHS. INTERIOR ACCESSIBLE ROUTES SERVING AN OCCUPANT LOAD OF 10 OR MORE SHALL NOT BE LESS THAN 44 INCHES (1118 MM) IN WIDTH. INTERIOR ACCESSIBLE ROUTES SERVING AN OCCUPANT LOAD OF LESS THAN 10 SHALL NOT BE LESS THAN 36 INCHES (914 MM) IN WIDTH. IF A PERSON IN A WHEELCHAIR MUST MAKE A TURN AROUND A CORNER OR AN OBSTRUCTION, THE MINIMUM CLEAR WIDTH OF THE ACCESSIBLE ROUTE SHALL BE AS SPECIFIED IN SECTION 1138A.1.5 (see detail XX / XXX). 1120A.2 INTERIOR ACCESSIBLE ROUTES OVER 200 FEET. INTERIOR ACCESSIBLE ROUTES THAT EXCEED 200 FEET (60 960 MM) IN LENGTH SHALL COMPLY WITH SECTION 1138A.1.2. SEE FIGURE 11A-1L. 1120A.3 CHANGES IN ELEVATION. INTERIOR ACCESSIBLE ROUTES WHICH HAVE CHANGES IN ELEVATION SHALL BE TRANSITIONED AND COMPLY WITH SECTION 1121A OR 1122A. EXCEPTION: DOORS AND THRESHOLDS AS PROVIDED IN SECTION 1126A (see detail XX / XXX). FIGURE 11A - 1L INTERIOR ACCESSIBLE ROUTE (CORRIDOR) OVER 200 FEET; OCCUPANT LOAD 10 OR MORE 3' - 8 " M I N 5'-0" MIN 1' - 4 " MI N (b) minimum width for corridors over 200 feet (a) minimum width for corridors (c) Passing methods for corridors with length over 200' and width less than 5'-0" 3' - 8 " M I N 3'-8" MIN 5' - 0 " M I N 5' - 0 " M I N 3' - 8 " M I N SEC. 1123A INTERIOR STAIRWAYS - 1123A.6.2.4 HANDRAIL PROJECTIONS. HANDRAILS PROJECTING FROM A WALL SHALL HAVE A SPACE OF 1-1/2 INCHES (38.1 MM) BETWEEN THE WALL AND THE HANDRAIL. HANDRAILS MAY BE LOCATED IN A RECESS IF THE RECESS IS A MAXIMUM OF 3 INCHES (76.2 MM) DEEP AND EXTENDS AT LEAST 18 INCHES ( 457 MM) ABOVE THE TOP OF THE RAIL. ANY WALL OR OTHER SURFACE ADJACENT TO THE HANDRAIL SHALL BE FREE OF SHARP OR ABRASIVE ELEMENTS. (SEE FIGURE 11A6B). 1123A.6.2.5 HANDRAIL GRIPS. THE HANDGRIP PORTION OF HANDRAILS SHALL NOT BE LESS THAN 1 1/4 INCHES (31.75 MM) NOR MORE THAN 2 INCHES (50.8 MM) IN CROSS-SECTIONAL DIMENSION OR THE SHAPE SHALL PROVIDE AN EQUIVALENT GRIPPING SURFACE. THE HANDGRIP PORTION OF HANDRAILS SHALL HAVE A SMOOTH SURFACE WITH NO SHARP CORNERS. EDGES SHALL HAVE A MINIMUM RADIUS OF 1/8 INCH (3.17 MM). HANDRAILS SHALL NOT ROTATE WITHIN THEIR FITTINGS. (SEE FIGURE 11A-6B). NOTE: FOR PUBLIC USE AREAS, PUBLIC ACCOMMODATIONS, AND PUBLIC HOUSING, SEE CHAPTER 11B FOR PROVISIONS OF THE DIVISION OF THE STATE ARCHITECT-ACCESS COMPLIANCE (DSA-AC). FIGURE 11A-6B HANDRAILS (c)(d) (a)(b) 1 1/4" MIN 2" MAX 1 1/2" 1 1/4" MIN 1 1/2" 1 1 / 2 " MA X 1 1 / 2 " MI N to s u i t de s i g n 1 1/2" 1 1 / 2 " MI N 18 " M I N 3" MAX 1 1/4" MIN 2" MAX 1 1/2" nominal diameter1/8" min radius (typ) FIGURE 11A-6E STAIR HANDRAILS NOTE: inner handrail at landings of stairs that double back or immediately turn shall be continuous and shall not extend into the landing or path of travel X : extension of handrail shall be equal to the tread width plus 12" intermediate landing X X 1'-0" 1' - 0 " X1' - 0 " X 1' - 0 " floor landing do w n do w n do w n do w n down do w n do w n do w n do w n do w n inner handrail and guardrail1 1/2" inner handrail and guardrail guardrail required guardrail may be required intermediate landing guardrail required X 1' - 0 " 1' - 0 " X 1' - 0 " 1' - 0 " Xintermediate landing 1 1/2" 1 1/2"1 1/2" floor landing floor landing SECTION 1123A INTERIOR STAIRWAYS 1123A.1 GENERAL. INTERIOR STAIRWAYS SERVING BUILDINGS CONTAINING COVERED MULTIFAMILY DWELLING UNITS SHALL COMPLY WITH THIS SECTION. 1123A.2 OPEN RISERS. OPEN RISERS SHALL NOT BE PERMITTED ON INTERIOR STAIRWAYS. EXCEPTION: STAIRWAYS WITHIN AN INDIVIDUAL DWELLING UNIT. 1123A.3 TREADS. ALL TREAD SURFACES SHALL BE SLIP RESISTANT. TREADS SHALL HAVE SMOOTH, ROUNDED OR CHAMFERED EXPOSED EDGES AND NO ABRUPT EDGES AT THE NOSING (LOWER FRONT EDGE). 1123A.4 NOSING. NOSING SHALL NOT PROJECT MORE THAN 1 1/4 INCHES (31.8 MM) PAST THE FACE OF THE RISER BELOW. RISERS SHALL BE SLOPED OR THE UNDERSIDE OF THE NOSING SHALL HAVE AN ANGLE NOT MORE THAN 30 DEGREES (0.52 RAD) FROM THE VERTICAL. (SEE FIGURE 11A-6A) 1123A.5 STRIPING FOR THE VISUALLY IMPAIRED. INTERIOR STAIRS SHALL HAVE THE UPPER APPROACH AND LOWER TREAD MARKED BY A STRIPE PROVIDING CLEAR VISUAL CONTRAST. EXCEPTION:STAIRWAYS WITHIN AN INDIVIDUAL DWELLING UNIT. THE STRIPE SHALL BE A MINIMUM OF 2 INCHES (50.8 MM) WIDE TO A MAXIMUM OF 4 INCHES (101.6 MM) WIDE PLACED PARALLEL TO, AND NOT MORE THAN 1 INCH (25.4 MM) FROM, THE NOSE OF THE STEP OR UPPER APPROACH. THE STRIPE SHALL EXTEND THE FULL WIDTH OF THE STEP OR UPPER APPROACH AND SHALL BE OF MATERIAL THAT IS AT LEAST AS SLIP RESISTANT AS THE OTHER TREADS OF THE STAIR. A PAINTED STRIPE SHALL BE ACCEPTABLE. 1123A.6 INTERIOR STAIRWAY HANDRAILS. 1123A.6.1 WHERE REQUIRED. STAIRWAYS SHALL HAVE HANDRAILS ON EACH SIDE. INTERMEDIATE HANDRAILS SHALL BE LOCATED EQUIDISTANT FROM THE SIDES OF THE STAIRWAY AND COMPLY WITH CBC SECTION 1012.9. EXCEPTION:STAIRWAYS SERVING AN INDIVIDUAL DWELLING UNIT MAY HAVE ONE HANDRAIL, EXCEPT THAT STAIRWAYS OPEN ON ONE OR BOTH SIDES SHALL HAVE HANDRAILS ON THE OPEN SIDE OR SIDES. 1123A.6.2 HANDRAIL CONFIGURATION. 1123A.6.2.1 HANDRAIL HEIGHTS. THE TOP OF HANDRAILS SHALL BE 34 TO 38 INCHES (864 TO 965 MM) ABOVE THE NOSING OF THE TREADS. 1123A.6.2.2 HANDRAIL ENDS. ENDS SHALL BE RETURNED OR SHALL TERMINATE IN NEWEL POSTS OR SAFETY TERMINALS. 1123A.6.2.3 HANDRAIL EXTENSION. HANDRAILS SHALL EXTEND A MINIMUM OF 12 INCHES (305 MM) BEYOND THE TOP NOSING AND 12 INCHES (305 MM), PLUS THE TREAD WIDTH, BEYOND THE BOTTOM NOSING. WHERE THE EXTENSION CREATES A HAZARD, THE TERMINATION OF THE EXTENSION SHALL BE ROUNDED OR RETURNED SMOOTHLY TO FLOOR, WALL OR POST. WHERE THE STAIRS ARE CONTINUOUS FROM LANDING TO LANDING, THE INNER RAIL SHALL BE CONTINUOUS AND NEED NOT EXTEND OUT INTO THE LANDING. (SEE FIGURES 11A-6A AND 11A-6E). EXCEPTION:STAIRWAYS WITHIN AN INDIVIDUAL DWELLING UNIT. 30° MAX 1 1/4" MAX 1 1/4" MAX FIGURE 11A-6A WARNING STRIPING AND HANDRAIL EXTENSIONS 34 " T O 3 8 " 1'-0" MIN 12" plus tread width min 34 " T O 3 8 " tread width 2" min - 4" max * 1" max *NOTE: at exterior stairs all treads are to have warning stripes per Section 1115A.5 34 " T O 3 8 " STAIRS clarification dimension line location (shown dashed) TREAD WIDTH TREAD WIDTH SECTION 1115A EXTERIOR STAIRWAYS 1115A.1 GENERAL. EXTERIOR STAIRWAYS SERVING BUILDINGS ON A SITE CONTAINING COVERED MULTIFAMILY DWELLING UNITS SHALL COMPLY WITH THIS SECTION. 1115A.2 OPEN RISERS. OPEN RISERS ARE NOT PERMITTED ON EXTERIOR STAIRWAYS. EXCEPTIONS: 1. AN OPENING OF NOT MORE THAN INCH (12.7 MM) MAY BE PERMITTED BETWEEN THE BASE OF THE RISER AND THE TREAD. 2. RISERS CONSTRUCTED OF GRATING CONTAINING OPENINGS OF NOT MORE THAN 1/2 INCH (12.7 MM) MAY BE PERMITTED. 1115A.3 TREADS. ALL TREAD SURFACES SHALL BE SLIP RESISTANT. THREADS SHALL HAVE SMOOTH, ROUNDED OR CHAMFERED EXPOSED EDGES; AND NO ABRUPT EDGES AT THE NOSING (LOWER FRONT EDGE). 1115A.4 NOSING. NOSING SHALL NOT PROJECT MORE THAN 1114 INCHES ( 31.8 MM) PAST THE FACE OF THE RISER BELOW. RISERS SHALL BE SLOPED OR THE UNDERSIDE OF THE NOSING SHALL HAVE AN ANGLE NOT MORE THAN 30 DEGREES (0.52 RAD) FROM THE VERTICAL. (SEE FIGURE 11A-6A). 1115A.5 STRIPING FOR THE VISUALLY IMPAIRED. EXTERIOR STAIRS SERVING BUILDINGS ON A SITE CONTAINING MULTIFAMILY DWELLING UNITS SHALL HAVE THE UPPER APPROACH AND ALL TREADS MARKED BY A STRIPE PROVIDING CLEAR VISUAL CONTRAST. THE STRIPE SHALL BE A MINIMUM OF2 INCHES (50.8 TNM) WIDE TO A MAXIMUM OF4 INCHES (101.6 MM) WIDE PLACED PARALLEL TO, AND NOT MORE THAN 1 INCH (25.4 MM)FROM, THE NOSE OF THE STEP OR UPPER APPROACH. THE STRIPE SHALL EXTEND THE FULL WIDTH OF THE STEP OR UPPER APPROACH AND SHALL BE OF MATERIAL THAT IS AT LEAST AS SLIP RESISTANT AS THE OTHER TREADS OF THE STAIR. A PAINTED STRIPE SHALL BE ACCEPTABLE. 1115A.6 EXTERIOR STAIRWAY HANDRAILS. 1115A.6.1 WHERE REQUIRED. STAIRWAYS SHALL HAVE HANDRAILS ON EACH SIDE. INTERMEDIATE HANDRAILS SHALL BE LOCATED EQUIDISTANT FROM THE SIDES OF THE STAIRWAY AND COMPLY WITH SECTION 1012.9. EXCEPTION: STAIRWAYS SERVING AN INDIVIDUAL DWELLING UNIT MAY HAVE ONE HANDRAIL, EXCEPT THAT STAIRWAYS OPEN ON ONE OR BOTH SIDES SHALL HAVE HANDRAILS ON THE OPEN SIDE OR SIDES. 1115A.6.2 HANDRAIL CONFIGURATION. 1115A.6.2.1 HANDRAIL HEIGHTS. THE TOP OF HANDRAILS SHALL BE 34 TO 38 INCHES (864 TO 965 MM) ABOVE THE NOSING OF THE TREADS. 1115A.6.2.2 HANDRAIL ENDS. ENDS SHALL BE RETURNED OR SHALL TERMINATE IN NEWEL POSTS OR SAFETY TERMINALS. 1115A.6.2.3 HANDRAIL EXTENSION. HANDRAILS SHALL EXTEND A MINIMUM OF 12 INCHES ( 305 MM) BEYOND THE TOP NOSING AND 12 INCHES (305 MM), PLUS THE TREAD WIDTH, BEYOND THE BOTTOM NOSING. WHERE THE EXTENSION CREATES A HAZARD, THE TERMINATION OF THE EXTENSION SHALL BE ROUNDED OR RETURNED SMOOTHLY TO FLOOR, WALL OR POST. WHERE THE STAIRS ARE CONTINUOUS FROM LANDING TO LANDING, THE INNER RAIL SHALL BE CONTINUOUS AND NEED NOT EXTEND OUT INTO THE LANDING. (SEE FIGURES /JA-6A AND 11A-6E). SEC. 1115A EXTERIOR STAIRWAYS - 30° MAX 1 1/4" MAX 1 1/4" MAX FIGURE 11A-6A WARNING STRIPING AND HANDRAIL EXTENSIONS 34 " T O 3 8 " 1'-0" MIN 12" plus tread width min 34 " T O 3 8 " tread width 2" min - 4" max * 1" max *NOTE: at exterior stairs all treads are to have warning stripes per Section 1115A.5 34 " T O 3 8 " STAIRS clarification dimension line location (shown dashed) TREAD WIDTH TREAD WIDTH 1115A.6.2.4 HANDRAIL PROJECTIONS. HANDRAILS PROJECTING FROM A WALL SHALL HAVE A SPACE OF 1-1/2 INCHES (38.1 MM) BETWEEN THE WALL AND THE HANDRAIL. HANDRAILS MAY BE LOCATED IN A RECESS IF THE RECESS IS A MAXIMUM OF 3 INCHES (76.2 MM) DEEP AND EXTENDS AT LEAST 18 INCHES ( 457 MM) ABOVE THE TOP OF THE RAIL. ANY WALL OR OTHER SURFACE ADJACENT TO THE HANDRAIL SHALL BE FREE OF SHARP OR ABRASIVE ELEMENTS. (SEE FIGURE 11A6B). 1115A.6.2.5 HANDRAIL GRIPS. THE HANDGRIP PORTION OF HANDRAILS SHALL NOT BE LESS THAN 1114 INCHES (31.75 MM) NOR MORE THAN 2 INCHES ( 50.8 MM) IN CROSS-SECTIONAL DIMENSION OR THE SHAPE SHALL PROVIDE AN EQUIVALENT GRIPPING SURFACE. THE HANDGRIP PORTION OF HANDRAILS SHALL HAVE A SMOOTH SURFACE WITH NO SHARP CORNERS. EDGES SHALL HAVE A MINIMUM RADIUS OF 118 INCH (3.17 MM). HANDRAILS SHALL NOT ROTATE WITHIN THEIR FITTINGS. (SEE FIGURE 11A-6B). NOTE: FOR PUBLIC USE AREAS, PUBLIC ACCOMMODATIONS, AND PUBLIC HOUSING, SEE CHAPTER 11 B, FOR PROVISIONS OF THE DIVISION OF THE STATE ARCHITECT-ACCESS COMPLIANCE(DSA-AC). FIGURE 11A-6B HANDRAILS(c)(d) (a)(b) 1 1/4" MIN 2" MAX 1 1/2" 1 1/4" MIN 1 1/2" 1 1 / 2 " MA X 1 1 / 2 " MI N to s u i t de s i g n 1 1/2" 1 1 / 2 " MI N 18 " M I N 3" MAX 1 1/4" MIN 2" MAX 1 1/2" nominal diameter 1/8" min radius (typ) FIGURE 11A-6E STAIR HANDRAILS NOTE: inner handrail at landings of stairs that double back or immediately turn shall be continuous and shall not extend into the landing or path of travel X : extension of handrail shall be equal to the tread width plus 12" intermediate landingX X 1'-0" 1' - 0 " X1' - 0 " X 1' - 0 " floor landing do w n do w n do w n do w n down do w n do w n do w n do w n do w n inner handrail and guardrail1 1/2" inner handrail and guardrail guardrail required guardrail may be required intermediate landing guardrail required X 1' - 0 " 1' - 0 " X 1' - 0 " 1' - 0 " Xintermediate landing 1 1/2" 1 1/2"1 1/2" floor landing floor landing SECTION 1116A HAZARDS ON ACCESSIBLE ROUTES 1116A.1 WARNING CURBS. ABRUPT CHANGES IN LEVEL EXCEEDING 4 INCHES (101.6 MM) IN VERTICAL DIMENSION, SUCH AS CHANGES IN LEVEL AT PLANTERS OR FOUNTAINS LOCATED IN OR ADJACENT TO WALKS, SIDEWALKS OR OTHER PEDESTRIAN WAYS SHALL BE IDENTIFIED BY CURBS OR OTHER APPROVED BARRIERS PROJECTING AT LEAST 6 INCHES ( 152.4 MM) IN HEIGHT ABOVE THE WALK OR SIDEWALK SURFACE TO WARN THE BLIND OF A POTENTIAL DROP-OFF. EXCEPTIONS: 1. BETWEEN A WALK OR SIDEWALK AND AN ADJACENT STREET OR DRIVEWAY. 2. WHEN A GUARDRAIL OR HANDRAIL IS PROVIDED WITH EDGE PROTECTION IN ACCORDANCE WITH SECTION 1010.10.1. 1116A.2 HEADROOM CLEARANCE. WALKS, PEDESTRIAN WAYS, AND OTHER CIRCULATION SPACES, WHICH ARE PART OF THE REQUIRED EGRESS SYSTEM, SHALL HAVE A MINIMUM CLEAR HEADROOM AS REQUIRED IN SECTION 1003.2. OTHER WALKS, PEDESTRIAN WAYS, AND CIRCULATION SPACES SHALL HAVE A MINIMUM CLEAR HEADROOM OF 80 INCHES (2032 MM). IF THE VERTICAL CLEARANCE OF AN AREA ADJOINING AN ACCESSIBLE ROUTE IS REDUCED TO LESS THAN 80 INCHES (2032 MM) NOMINAL DIMENSION, A GUARDRAIL OR OTHER BARRIER HAVING ITS LEADING EDGE AT OR BELOW 27 INCHES (686 MM) ABOVE THE FINISHED FLOOR SHALL BE PROVIDED. EXCEPTION: DOORWAYS AND ARCHWAYS LESS THAN 24 INCHES (610 MM) IN DEPTH MAY HAVE A MINIMUM CLEAR HEADROOM OF 80 INCHES (2032 MM) NOMINAL. (SEE SECTION 1126A.) 1116A.3 OVERHANGING OBSTRUCTIONS. ANY OBSTRUCTION THAT OVERHANGS A PEDESTRIAN WAY SHALL BE A MINIMUM OF 80 INCHES (2032 MM) ABOVE THE WALKING SURFACE AS MEASURED FROM THE BOTTOM OF THE OBSTRUCTION. (SEE FIGURE 11 A -1 B.) WHERE A GUY SUPPORT IS USED PARALLEL TO A PATH OF TRAVEL, INCLUDING, BUT NOT LIMITED TO, SIDEWALKS, A GUY BRACE, SIDEWALK GUY OR SIMILAR DEVICE SHALL BE USED TO PREVENT AN OVERHANGING OBSTRUCTION (SEE SECTION 1116A.2 FOR REQUIRED HEADROOM CLEARANCE). 1116A.4 FREE-STANDING SIGNS. WHEREVER SIGNS MOUNTED ON POSTS OR PYLONS PROTRUDE FROM THE POST OR PYLONS AND THE BOTTOM EDGE OF THE SIGN IS LESS THAN 80 INCHES (2032 MM) ABOVE THE FINISHED FLOOR OR GROUND LEVEL, THE EDGES OF SUCH SIGNS SHALL BE ROUNDED OR EASED AND THE CORNERS SHALL HAVE A MINIMUM RADIUS OF 0.125 INCHES (SEE SECTION 1116A.2 FOR REQUIRED HEADROOM CLEARANCE). 1116A.5 DETECTABLE WARNINGS AT VEHICULAR AREAS. WHEN A WALK CROSSES OR ADJOINS A VEHICULAR WAY, THE WALKING SURFACE SHALL BE SEPARATED FROM THE VEHICULAR AREA BY CURBS, RAILINGS OR OTHER ELEMENTS, OR THE BOUNDARY BETWEEN THE PEDESTRIAN AREAS AND THE VEHICULAR AREA SHALL BE DEFINED BY A CONTINUOUS DETECTABLE WARNING 36 INCHES (914 mm) WIDE MINIMUM, COMPLYING WITH CHAPTER 11B, SECTION 11B-705. SEC. 1116A HAZARDS ON ACCESSIBLE ROUTES - FIGURE 11A-1B HEADROOM CLEARANCE AND OVERHANGING PROJECTION EGRESS HEADROOM CLEARANCE 2' - 3 " M A X 6' - 8 " M I N ov e r h a n g i n g o b s t r u c t i o n 6' - 8 " M I N C L E A R guard or barrier rail 7' - 0 " M I N he a d r o o m c l e a r a n c e 2 1 3 45 1 A0.11 32 2 N . H A R B O R B L V D . SA N T A A N A , C A 9 2 7 0 3 SHEET NUMBER 2 0 2 4 0 1 0 SHEET TITLE PROJECT NUMBER REVISIONS NO.DATE NO.DATE HANNOUCHE ARCHITECTS EXPRESSLY RESERVES ITS COMMON LAW COPYRIGHT AND OTHER PROPERTY RIGHTS INHERENT IN THESE PLANS. ALL DRAWINGS, ELECTRONIC FILES, FIELD NOTES AND ASSOCIATED DOCUMENTS ARE INSTRUMENTS OF SERVICE AND ARE THE PROPERTY OF HANNOUCHE ARCHITECTS. ALL INFORMATION CONTAINED IN THESE DRAWINGS, ELECTRONIC FILES, FIELD NOTES AND ASSOCIATED DOCUMENTS IS PROJECT SPECIFIC AND SHALL NOT BE REPRODUCED, DISCLOSED, CHANGED, COPIED, OR USED OTHERWISE IN ANY FORM OR MANNER WHATSOEVER, WITHOUT FIRST OBTAINING THE EXPRESSED WRITTEN PERMISSION AND CONSENT OF HANNOUCHE ARCHITECTS. HANNOUCHE ARCHITECT c 2021 HANNOUCHE ARCHITECTS 949.261.2070 SAMIR HANNOUCHE, ARCHITECT 20250 SW ACACIA ST. #145 NEWPORT BEACH, CA 92660 May 9, 2025 1 CORR 12/10/24 BLDG A CORR 3/18/25 OCFA 2 CORR 4/09/25 BLDG DATE SIGNED2 3 CORR 5/09/25 BLDG A0.19 DWELLING ADA NOTES DETAILS SCALE: N/A SEC. 1143A SIGNAGE - SECTION 1143A SIGNAGE 1143A.1 GENERAL. WHEN SIGNS AND/OR IDENTIFICATION DEVICES ARE PROVIDED THEY SHALL COMPLY WITH THIS SECTION. WHEN BOTH VISUAL AND TACTILE CHARACTERS ARE REQUIRED, EITHER ONE SIGN WITH BOTH VISUAL AND TACTILE CHARACTERS, OR TWO SEPARATE SIGNS ONE WITH VISUAL, AND ONE WITH TACTILE CHARACTERS, SHALL BE PROVIDED. EXCEPTION:SIGNS NEED NOT BE PROVIDED WITHIN DWELLING UNITS. NOTE:SEE SECTION 1127A.7 (see detail XX / XXX) FOR ADDITIONAL SIGNAGE REQUIREMENTS APPLICABLE TO SANITARY FACILITIES, AND SECTION 1124A (see detail XX / XXX) FOR ADDITIONAL SIGNAGE REQUIREMENTS APPLICABLE TO ELEVATORS. 1143A.2 IDENTIFICATION SIGNS. WHEN SIGNS IDENTIFY PERMANENT ROOMS AND SPACES OF A BUILDING OR SITE, THEY SHALL COMPLY WITH SECTIONS 1143A.J, JJ43A.5, 1143A.6 AND 1143A.7. EXCEPTION:EXTERIOR SIGNS THAT ARE NOT LOCATED AT THE DOOR TO THE SPACE THEY SERVE SHALL NOT BE REQUIRED TO COMPLY WITH SECTION 1143A.6. 1143A.3 DIRECTIONAL AND INFORMATIONAL SIGNS. WHEN SIGNS DIRECT TO OR GIVE INFORMATION ABOUT PERMANENT ROOMS AND SPACES OF A BUILDING OR SITE, THEY SHALL COMPLY WITH SECTIONS 1143A.5. 1143A.4 ACCESSIBILITY SIGNS. WHEN SIGNS IDENTIFY, DIRECT OR GIVE INFORMATION ABOUT ACCESSIBLE ELEMENTS AND FEATURES OF A BUILDING OR SITE, THEY SHALL INCLUDE THE APPROPRIATE SYMBOL OF ACCESSIBILITY AND SHALL COMPLY WITH SECTION 1143A.5. 1143A.5 VISUAL CHARACTERS. SIGNS WITH VISUAL CHARACTERS SHALL COMPLY WITH THIS SECTION. 1. FINISH AND CONTRAST. CHARACTERS AND THEIR BACKGROUND SHALL HAVE A NON-GLARE FINISH. CHARACTERS SHALL CONTRAST WITH THEIR BACKGROUND, EITHER LIGHT ON A DARK BACKGROUND OR DARK ON A LIGHT BACKGROUND. 2. CHARACTER TYPE. CHARACTERS SHALL BE UPPERCASE, LOWERCASE OR A COMBINATION OF BOTH. CHARACTERS SHALL BE CONVENTIONAL IN FORM, AND SHALL NOT BE ITALIC, OBLIQUE, SCRIPT, HIGHLY DECORATIVE, OR OF OTHER UNUSUAL FORMS. 3. PROPORTIONS. CHARACTERS ON SIGNS SHALL BE SELECTED FROM FONTS WHERE THE WIDTH OF THE UPPERCASE LETTER "0" IS 60 PERCENT MINIMUM AND 110 PERCENT MAXIMUM OF THE HEIGHT OF THE UPPERCASE LETTER " I ". 4. CHARACTER HEIGHT. VISUAL CHARACTERS SHALL BE SIZED IN ACCORDANCE WITH TABLE 1143A.5. VIEWING DISTANCE SHALL BE MEASURED AS THE HORIZONTAL DISTANCE BETWEEN THE CHARACTER AND AN OBSTRUCTION PREVENTING FURTHER APPROACH TOWARDS THE SIGN. CHARACTER HEIGHT SHALL BE BASED ON THE UPPERCASE LETTER " I ". 5. HEIGHT FROM FINISH FLR. VISUAL CHARACTERS SHALL BE 40 INCHES (1016 MM) MIN. ABOVE THE FINISH FLOOR. EXCEPTIONS: 1. VISUAL CHARACTERS INDICATING ELEVATOR CAR CONTROLS. 2. FLOOR-LEVEL EXIT SIGNS COMPLYING WITH CHAPTER 10, SECTION 1011.6. 6. STROKE THICKNESS. STROKE THICKNESS OF THE UPPERCASE LETTER " I " SHALL BE 10 PERCENT MINIMUM AND 20 PERCENT MAXIMUM OF THE HEIGHT OF THE CHARACTER. 7. CHARACTER SPACING. CHARACTER SPACING SHALL BE MEASURED BETWEEN THE TWO CLOSEST POINTS OF ADJACENT CHARACTERS,EXCLUDING WORD SPACES. SPACING BETWEEN INDIVIDUAL CHARACTERS SHALL BE 10 PERCENT MINIMUM AND 35 PERCENT MAXIMUM OF CHARACTER HEIGHT. 8. LINE SPACING. SPACING BETWEEN THE BASELINES OF SEPARATE LINES OF CHARACTERS WITHIN A MESSAGE SHALL BE 135 PERCENT MINIMUM AND 170 PERCENT MAXIMUM OF THE CHARACTER HEIGHT. 9. CHARACTER FORMAT. TEXT SHALL BE IN A HORIZONTAL FORMAT. 1143A.6 RAISED CHARACTERS AND PICTORIAL SYMBOL SIGNS. WHEN RAISED CHARACTERS ARE REQUIRED OR WHEN PICTORIAL SYMBOLS (PICTOGRAMS) ARE USED ON SUCH SIGNS, THEY SHALL COMPLY WITH THIS SECTION. RAISED CHARACTERS AND PICTORIAL SYMBOLS SHALL BE DUPLICATED IN BRAILLE COMPLYING WITH SECTION 1143A.7. 1. CHARACTER TYPE. RAISED CHARACTERS ON SIGNS SHALL BE 1/32 INCH (0.8 MM) MINIMUM ABOVE THEIR BACKGROUND. CHARACTERS SHALL BE SANS SERIF UPPERCASE, AND SHALL NOT BE ITALIC, OBLIQUE, SCRIPT, HIGHLY DECORATIVE, OR OF OTHER UNUSUAL FORMS. 2. CHARACTER HEIGHT. CHARACTER HEIGHT MEASURED VERTICALLY FROM THE BASELINE OF THE CHARACTER SHALL BE 5/8 INCH (15.9 MM) MINIMUM AND 2 INCHES (51 MM) MAXIMUM BASED ON THE HEIGHT OF THE UPPERCASE LETTER " I ". 3. CHARACTER FORMAT. CHARACTERS AND BRAILLE SHALL BE IN A HORIZONTAL FORMAT. 4. PROPORTIONS. RAISED CHARACTERS ON SIGNS SHALL BE SELECTED FROM FONTS WHEN THE WIDTH OF THE UPPERCASE LETTER " O " IS 60 PERCENT MINIMUM AND 110 PERCENT MAXIMUM OF THE HEIGHT OF THE UPPERCASE LETTER " I ". 5. STROKE THICKNESS. STROKE THICKNESS OF THE UPPERCASE LETTER " I " SHALL BE 15 PERCENT MAXIMUM OF THE HEIGHT OF THE CHARACTER. 6. CHARACTER SPACING. CHARACTER SPACING SHALL BE MEASURED BETWEEN THE TWO CLOSEST POINTS OF ADJACENT RAISED CHARACTERS WITHIN A MESSAGE, EXCLUDING WORD SPACES. WHEN CHARACTERS HAVE RECTANGULAR CROSS SECTIONS,SPACING BETWEEN INDIVIDUAL RAISED CHARACTERS SHALL BE 1/8 INCH (3.2 MM) MINIMUM AND 4 TIMES THE RAISED CHARACTER STROKE WIDTH MAXIMUM. WHEN CHARACTERS HAVE OTHER CROSS SECTIONS, SPACING BETWEEN INDIVIDUAL RAISED CHARACTERS SHALL BE 1/16 INCH (1.6 MM) MINIMUM AND 4 TIMES THE RAISED CHARACTER STROKE WIDTH MAXIMUM AT THE BASE OF THE CROSS SECTIONS, AND 1/8 INCH (3.2 MM) MINIMUM AND 4 TIMES THE RAISED CHARACTER STROKE WIDTH MAXIMUM AT THE TOP OF THE CROSS SECTIONS. CHARACTERS SHALL BE SEPARATED FROM RAISED BORDERS AND DECORATIVE ELEMENTS 3/8 INCH (9.5 MM) MINIMUM. 7.LINE SPACING. SPACING BETWEEN THE BASELINES OF SEPARATE LINES OF RAISED CHARACTERS WITHIN A MESSAGE SHALL BE 135 PERCENT MINIMUM AND 170 PERCENT MAXIMUM OF THE RAISED CHARACTER HEIGHT. 8.LOCATION. WHEN A TACTILE SIGN IS PROVIDED AT A DOOR, THE SIGN SHALL BE LOCATED ALONGSIDE THE DOOR AT THE LATCH SIDE. WHEN A TACTILE SIGN IS PROVIDED AT DOUBLE DOORS WITH ONE ACTIVE LEAF, THE SIGN SHALL BE LOCATED ON THE INACTIVE LEAF. WHEN A TACTILE SIGN IS PROVIDED AT DOUBLE DOORS WITH TWO ACTIVE LEAFS, THE SIGN SHALL BE LOCATED TO THE RIGHT OF THE RIGHT HAND DOOR. WHEN THERE IS NO WALL SPACE AT THE LATCH SIDE OF A SINGLE DOOR OR AT THE RIGHT SIDE OF DOUBLE DOORS, SIGNS SHALL BE LOCATED ON THE NEAREST ADJACENT WALL. SIGNS CONTAINING TACTILE CHARACTERS SHALL BE LOCATED SO THAT A CLEAR FLOOR SPACE OF 18 INCHES (457 MM) MINIMUM BY 18 INCHES (457 MM) MINIMUM, CENTERED ON THE TACTILE CHARACTERS, IS PROVIDED BEYOND THE ARC OF ANY DOOR SWING BETWEEN THE CLOSED POSITION AND 45 DEGREE OPEN POSITION. WHEN PERMANENT IDENTIFICATION SIGNAGE IS PROVIDED FOR ROOMS AND SPACES THEY SHALL BE LOCATED ON THE APPROACH SIDE OF THE DOOR AS ONE ENTERS THE ROOM OR SPACE. SIGNS THAT IDENTIFY EXITS SHALL BE LOCATED ON THE APPROACH SIDE OF THE DOOR AS ONE EXITS THE ROOM OR SPACE. 9. HEIGHT. SIGNS WITH RAISED CHARACTERS SHALL BE LOCATED 48 INCHES (1219 MM) MINIMUM ABOVE THE FINISH FLOOR, MEASURED FROM THE BASELINE OF THE LOWEST BRAILLE CELLS AND 60 INCHES (1524 MM) MAXIMUM ABOVE THE FINISH FLOOR, MEASURED FROM THE BASELINE OF THE HIGHEST LINE OF RAISED CHARACTERS. EXCEPTION: TACTILE CHARACTERS FOR ELEVATOR CAR CONTROLS SHALL NOT BE REQUIRED TO COMPLY WITH THIS SECTION. 10.PICTORIAL SYMBOL SIGNS (PICTOGRAMS). PICTORIAL SYMBOL SIGNS (PICTOGRAMS) SHALL BE ACCOMPANIED BY A TEXT DESCRIPTION LOCATED DIRECTLY BELOW THE PICTOGRAM FIELD. THE TEXT DESCRIPTION SHALL COMPLY WITH SECTIONS 1143A.6 AND 1143A.7. THE OUTSIDE DIMENSION OF THE PICTOGRAM FIELD SHALL BE A MINIMUM OF 6 INCHES (152 MM) IN HEIGHT. CHARACTERS AND BRAILLE SHALL NOT BE LOCATED IN THE PICTOGRAM FIELD. 1143A.7 BRAILLE. CONTRACTED GRADE 2 BRAILLE SHALL BE USED WHEREVER BRAILLE IS REQUIRED IN OTHER PORTIONS OF THESE STANDARDS. 1143A.7.1 DIMENSIONS AND CAPITALIZATION. BRAILLE DOTS SHALL HAVE A DOMED OR ROUNDED SHAPE AND SHALL COMPLY WITH TABLE 1143A.7.1. THE INDICATION OF AN UPPERCASE LETTER OR LETTERS SHALL ONLY BE USED BEFORE THE FIRST WORD OF SENTENCES, PROPER NOUNS AND NAMES, INDIVIDUAL LETTERS OF THE ALPHABET, INITIALS, AND ACRONYMS. 1. Measured center to center 1143A.7.2 POSITION. BRAILLE SHALL BE POSITIONED BELOW THE CORRESPONDING TEXT IN A HORIZONTAL FORMAT, FLUSH LEFT OR CENTERED. IF TEXT IS MULTI-LINED, BRAILLE SHALL BE PLACED BELOW THE ENTIRE TEXT. BRAILLE SHALL BE SEPARATED 3 INCH (9.5 MM) MINIMUM AND 1/2 INCH (12.7 MM) MAXIMUM FROM ANY OTHER TACTILE CHARACTERS AND 3/8 INCH (9.5 MM) MINIMUM FROM RAISED BORDERS AND DECORATIVE ELEMENTS. EXCEPTION:BRAILLE PROVIDED ON ELEVATOR CAR CONTROLS SHALL BE SEPARATED 3116 INCH (4.8 MM) MINIMUM AND SHALL BE LOCATED DIRECTLY BELOW THE CORRESPONDING RAISED CHARACTERS OR SYMBOLS. 1143A.8 SYMBOLS OF ACCESSIBILITY. SYMBOLS OF ACCESSIBILITY AND THEIR BACKGROUND SHALL HAVE A NON-GLARE FINISH. SYMBOLS OF ACCESSIBILITY SHALL CONTRAST WITH THEIR BACKGROUND WITH EITHER A LIGHT SYMBOL ON A DARK BACKGROUND OR A DARK SYMBOL ON A LIGHT BACKGROUND. SYMBOLS OF ACCESSIBILITY SHALL COMPLY WITH THE FOLLOWING: 1. INTERNATIONAL SYMBOL OF ACCESSIBILITY. THE INTERNATIONAL SYMBOL OF ACCESSIBILITY SHALL CONSIST OF A WHITE FIGURE ON A BLUE BACKGROUND. THE BLUE SHALL BE COLOR NO. 15090 IN FEDERAL STANDARD 595B. (SEE FIGURE 11A-1A.) 2. INTERNATIONAL SYMBOL OF TTY. (SEE FIGURE 11A-11C; detail XX this sheet) 3. VOLUME CONTROL TELEPHONES. (SEE FIGURE 11A-11D; detail XX this sheet) 4. ASSISTIVE LISTENING SYSTEMS. (SEE FIGURE 11A-11E; detail XX this sheet) 5. CLEANER AIR SYMBOL. (SEE CHAPTER 11B; see detail X / XXX) 6. TOILET AND BATHING FACILITIES GEOMETRIC SYMBOLS. (SEE SECTION 1127A.7; see detail X / XXX) TABLE 1143A.5 VISUAL CHARACTER HEIGHT HEIGHT TO FINISH FLOOR OR GROUND FROM BASELINE OF CHARACTER HORIZONTAL VIEWING DISTANCE MINIMUM CHARACTER HEIGHT 40 INCHES (1016 MM) TO LESS THAN OR EQUAL TO 70 INCHES (1778 MM) LESS THAN 72 INCHES (1829 MM) 5 8 INCH (15.9 MM) 72 INCHES (1829 MM) AND GREATER 5 8 INCH (15.9 MM), PLUS 18 INCH (3.2 MM) PER FOOT (305 MM) OF VIEWING DISTANCE ABOVE 72 INCHES (1829 MM) GREATER THAN 70 INCHES (1778 MM) TO LESS THAN OR EQUAL TO 120 INCHES (3048 MM) LESS THAN 180 INCHES (4572 MM) 2 INCHES (51 MM) 180 INCHES (4572 MM) AND GREATER 2 INCHES (51 MM), PLUS 18 INCH (3.2 MM) PER FOOT (305 MM) OF VIEWING DISTANCE ABOVE 180 INCHES (4572 MM) GREATER THAN 120 INCHES (3048 MM)LESS THAN 21 FEET (6401 MM) 3 INCHES (76 MM) 21 FEET (6401 MM) AND GREATER 3 INCHES (76 MM), PLUS 18 INCH (3.2 MM) PER FOOT (305 MM) OF VIEWING DISTANCE ABOVE 21 FEET (6401 MM) TABLE 1143A.7.1 BRAILLE DIMENSIONS MEASUREMENT RANGE MINIMUM IN INCHES MAXIMUM IN INCHES DOT BASE DIAMETER 0.059" (1.5 MM) TO 0.063" (1.6 MM) DISTANCE BETWEEN TWO DOTS IN THE SAME CELLS ¹0.100" (2.5 MM) DISTANCE BETWEEN CORRESPONDING DOTS IN ADJACENT CELLS ¹ 0.300" (7.6 MM) DOT HEIGHT 0.025" (0.6 MM) TO 0.037" (0.9 MM) DISTANCE BETWEEN TWO CORRESPONDING DOTS FROM ONE CELL DIRECTLY BELOW ¹ 0.395" (10.0 MM) TO 0.400" (10.2 MM) FIGURE 11A-1A INTERNATIONAL ACCESSIBILITY SYMBOL (a) symbol proportions (b) display conditions SEC. 1124A ELEVATORS AND (WHEELCHAIR) PLATFORM LIFTS - SECTION 1124A ELEVATORS AND PLATFORM (WHEELCHAIR) LIFTS 1124A.1 GENERAL. ELEVATORS PROVIDED IN COVERED MULTIFAMILY BUILDINGS SHALL BE ACCESSIBLE. ELEVATORS REQUIRED TO BE ACCESSIBLE SHALL COMPLY WITH THIS CHAPTER, ASME A17.1, SAFETY CODE FOR ELEVATORS AND ESCALATORS, TITLE 8, OF THE CALIFORNIA CODE OF REGULATIONS, UNDER "ELEVATOR SAFETY ORDERS," AND ANY OTHER APPLICABLE SAFETY REGULATIONS OF OTHER ADMINISTRATIVE AUTHORITIES HAVING JURISDICTION. EXCEPTION:PRIVATE ELEVATORS SERVING ONLY ONE DWELLING UNIT. 1124A.2 LOCATION. PASSENGER ELEVATORS SHALL BE LOCATED ON A MAJOR ACCESSIBLE ROUTE AND PROVISIONS SHALL BE MADE TO ENSURE THAT THEY REMAIN ACCESSIBLE AND USABLE AT ALL TIMES THAT THE BUILDING IS OCCUPIED. 1124A.3 SIZE OF CAB AND CONTROL LOCATIONS. 1124A.3.1 GENERAL. ELEVATORS SERVING COVERED MULTIFAMILY BUILDINGS SHALL BE SIZED TO ACCOMMODATE A WHEELCHAIR IN ACCORDANCE WITH THIS SECTION. EXCEPTION:WHEN THE ENFORCING AGENCY DETERMINES THAT COMPLIANCE WITH ANY REQUIREMENT OF THIS SECTION WOULD CREATE AN UNREASONABLE HARDSHIP, AN EXCEPTION TO THE REQUIREMENT SHALL BE GRANTED WHEN EQUIVALENT FACILITATION IS PROVIDED, AND WHERE IT CAN BE DEMONSTRATED THAT A PERSON USING A WHEELCHAIR CAN ENTER AND OPERATE THE ELEVATOR. 1124A.3.2 CAR INSIDE. THE CAR INSIDE SHALL ALLOW FOR THE TURNING OF A WHEELCHAIR. THE MINIMUM CLEAR DISTANCE BETWEEN WALLS OR BETWEEN WALL AND DOOR, EXCLUDING RETURN PANELS, SHALL NOT BE LESS THAN 80 INCHES BY 54 INCHES (2032 MM BY 1372 MM) FOR CENTER-OPENING DOORS, AND 68 INCHES BY 54 INCHES (1727 MM BY 1372 MM) FOR SIDE-SLIDE OPENING DOORS. (SEE FIGURE 11A-7A). MINIMUM DISTANCE FROM WALL TO RETURN PANEL SHALL NOT BE LESS THAN 51 INCHES (1295 MM). 1124A.3.2.1 DOOR SIZE. ELEVATOR DOORS SHALL PROVIDE A MINIMUM CLEAR WIDTH OF 36 INCHES (914 MM). 1124A.3.3 CAR CONTROLS. 1124A.3.3.1 CAR CONTROL LOCATION. ELEVATOR FLOOR BUTTONS SHALL BE WITHIN 54 INCHES (1372 MM) ABOVE THE FINISH FLOOR FOR SIDE APPROACH AND 48 INCHES (1219 MM) FOR FRONT APPROACH. EXCEPT FOR PHOTOELECTRIC TUBE BYPASS SWITCHES, EMERGENCY CONTROLS, INCLUDING THE EMERGENCY STOP AND ALARM, SHALL BE GROUPED IN OR ADJACENT TO THE BOTTOM OF THE PANEL AND SHALL BE NO LOWER THAN 35 INCHES (889 MM) FROM THE FLOOR. FOR MULTIPLE CONTROLS ONLY, ONE SET MUST COMPLY WITH THESE HEIGHT REQUIREMENTS. FLOOR BUTTONS SHALL BE PROVIDED WITH VISUAL INDICATORS TO SHOW WHEN EACH CALL IS REGISTERED. THE VISUAL INDICATORS SHALL BE EXTINGUISHED WHEN EACH CALL IS ANSWERED. NOTE:WHERE POSSIBLE, A 48-INCH (1219 MM) MAXIMUM HEIGHT FOR ELEVATOR FLOOR BUTTONS IS PREFERRED. 1124A.3.3.2 CAR CONTROL BUTTONS. PASSENGER ELEVATOR CAR CONTROLS SHALL HAVE A MINIMUM DIMENSION OF 3/4 INCH (19.1 MM) AND SHALL BE RAISED 1/8 INCH (3.2 MM) PLUS OR MINUS 1/32 INCH (0.8 MM) ABOVE THE SURROUNDING SURFACE. CONTROL BUTTONS SHALL BE ILLUMINATED, SHALL HAVE SQUARE SHOULDERS AND SHALL BE ACTIVATED BY A MECHANICAL MOTION THAT IS DETECTABLE. ALL CONTROL BUTTONS SHALL BE DESIGNATED BY A 5/8-INCH MINIMUM( 15.9 MM) RAISED CHARACTERS AND STANDARD RAISED SYMBOLS THAT COMPLY WITH SECTIONS 1143A.6 AND 1143A.7 (see detail XX / XXX) IMMEDIATELY TO THE LEFT OF THE CONTROL BUTTON. CONTRACTED GRADE 2 BRAILLE THAT CONFORMS TO SECTION 1143A.7 SHALL BE LOCATED IMMEDIATELY BELOW THE NUMERAL, CHARACTER OR SYMBOL. A MINIMUM CLEAR SPACE OF3/ 8 INCH (9.5 MM) OR OTHER SUITABLE MEANS OF SEPARATION SHALL BE PROVIDED BETWEEN ROWS OF CONTROL BUTTONS. (SEE FIGURE 11A-7B.) THE RAISED CHARACTERS AND SYMBOLS SHALL BE WHITE ON A BLACK BACKGROUND. CONTROLS AND EMERGENCY EQUIPMENT IDENTIFIED BY RAISED SYMBOLS SHALL INCLUDE, BUT NOT BE LIMITED TO, "DOOR OPEN," "DOOR CLOSE," "ALARM BELL," "EMERGENCY STOP" AND "TELEPHONE." THE CALL BUTTON FOR THE MAIN ENTRY FLOOR SHALL BE DESIGNATED BY A RAISED STAR AT THE LEFT OF THE FLOOR DESIGNATION. 1124A.3.4 EMERGENCY TELEPHONE. THE EMERGENCY TELEPHONE HANDSET SHALL BE POSITIONED NO HIGHER THAN 48 INCHES (1219 MM) ABOVE THE FLOOR, AND THE HANDSET CORD SHALL BE A MINIMUM OF29 INCHES (737 MM) IN LENGTH. IF THE TELEPHONE SYSTEM IS LOCATED IN A CLOSED COMPARTMENT, THE COMPARTMENT DOOR HARDWARE SHALL CONFORM TO THE PROVISIONS OF SECTION 1138A.4.4 (see detail XX / XXX). EMERGENCY INTERCOMMUNICATION SHALL NOT REQUIRE VOICE COMMUNICATION. 1124A.4 HALL CALL BUTTONS. CALL OPERATION BUTTONS SHALL BE CENTERED 42 INCHES (1067 MM) ABOVE THE FLOOR. BUTTONS SHALL BE A MINIMUM OF 3/8 INCH ( 19.1 MM) IN SIZE AND SHALL BE RAISED 1/8-INCH (3.2 MM) PLUS OR MINUS 1/32-INCH (0.8 MM) ABOVE THE SURROUNDING SURFACE. THE BUTTON DESIGNATING THE "UP" DIRECTION SHALL BE ON TOP. VISUAL INDICATION SHALL BE PROVIDED TO SHOW EACH CALL REGISTERED EXTINGUISHED WHEN ANSWERED. OBJECTS ADJACENT TO, AND BELOW, HALL CALL BUTTONS SHALL NOT PROJECT MORE THAN 4 INCHES (101.6 MM) FROM THE WALL. HALL CALL BUTTONS SHALL BE INTERNALLY ILLUMINATED WITH A WHITE LIGHT OVER THE ENTIRE SURFACE OF THE BUTTON. 1124A.5 MINIMUM ILLUMINATION. THE MINIMUM ILLUMINATION AT THE CAR CONTROLS THRESHOLD AND THE LANDING WHEN THE CAR AND LANDING DOORS ARE OPEN SHALL NOT BE LESS THAN 5 FOOT-CANDLES (54 LX). 1124A.6 HALL LANTERN. A VISUAL AND AUDIBLE SIGNAL SHALL BE PROVIDED AT EACH HOISTWAY ENTRANCE INDICATING TO THE PROSPECTIVE PASSENGER THE CAR ANSWERING THE CALL AND ITS DIRECTION OF TRAVEL AS FOLLOWS: 1. THE VISUAL SIGNAL FOR EACH DIRECTION SHALL BE A MINIMUM OF 2-1/2 INCHES (63.5 MM) HIGH BY 2-1/2 INCHES (63.5 MM) WIDE, AND VISIBLE FROM THE PROXIMITY OF THE HALL CALL BUTTON. 2. THE AUDIBLE SIGNAL SHALL SOUND ONCE FOR THE "UP" DIRECTION AND TWICE FOR THE "DOWN" DIRECTION OR OF A CONFIGURATION WHICH DISTINGUISHES BETWEEN UP AND DOWN ELEVATOR TRAVEL. 3. THE CENTER LINE OF THE FIXTURE SHALL BE LOCATED A MINIMUM OF6FEET (1829 MM) IN HEIGHT FROM THE LOBBY FLOOR. 4. THE USE OF IN-CAR LANTERNS, LOCATED IN OR ON THE CAR DOORJAMBS, VISIBLE FROM THE PROXIMITY OF THE HALL CALL BUTTONS AND CONFORMING TO THE ABOVE REQUIREMENTS OF THIS SECTION SHALL OR WILL BE ACCEPTABLE. THE USE OF ARROW SHAPES ARE PREFERRED FOR VISIBLE SIGNALS. 1124A.7 DOOR DELAY. 1124A.7.1 HALL CALL. THE MINIMUM ACCEPTABLE TIME FROM NOTIFICATION THAT A CAR IS ANSWERING A CALL (LANTERN AND AUDIBLE SIGNAL) UNTIL THE DOORS OF THE CAR START TO CLOSE SHALL BE CALCULATED BY THE FOLLOWING EQUATIONS BUT SHALL BE NO LESS THAN 5 SECONDS: T = D / (1.5 ft/s) OR T = D / (445 mm/s) WHERE 'T' IS THE TOTAL TIME IN SECONDS AND 'D' IS THE DISTANCE FROM A POINT IN THE LOBBY OR LANDING AREA 60 INCHES (1524 MM) DIRECTLY IN FRONT OF THE FARTHEST CALL BUTTON CONTROLLING THAT CAR TO THE CENTERLINE OF ITS HOISTWAY DOOR (SEE FIGURE 11A-7D ). FOR CARS WITH IN-CAR LANTERNS, 'T' BEGINS WHEN THE LANTERN IS VISIBLE FROM THE VICINITY OF HALL CALL BUTTONS AND AN AUDIBLE SIGNAL IS SOUNDED. 1124A.7.2 DOOR DELAY FOR CAR CALLS. THE MINIMUM ACCEPTABLE TIME FOR THE DOOR TO REMAIN FULLY OPEN AFTER RECEIVING A CALL SHALL NOT BE LESS THAN 5 SECONDS. 1124A.8 DOOR JAMB MARKING. THE FLOOR LEVEL AT ALL ELEVATOR HOISTWAY ENTRANCES SHALL BE DESIGNATED BY RAISED CHARACTERS PROVIDED ON BOTH JAMBS. CHARACTERS SHALL BE 2 INCHES (50.8 MM) IN HEIGHT LOCATED WITH THE CENTERLINE 60 INCHES ( 1524 MM) FROM THE FLOOR. ON THE MAIN ENTRY LEVEL, A RAISED FIVE POINTED STAR SHALL BE PLACED TO THE LEFT OF THE RAISED CHARACTER. THE OUTSIDE DIAMETER OF THE STAR SHALL BE 2 INCHES (50.8 MM) AND ALL POINTS SHALL BE OF EQUAL LENGTH. THE RAISED CHARACTERS AND THE STAR SHALL BE WHITE ON A BLACK BACKGROUND. CONTRACTED GRADE 2 BRAILLE, CONFORMING TO SECTION 1143A.7 (see detail XX / XXX), SHALL BE PLACED BELOW THE CORRESPONDING RAISED CHARACTERS AND THE STAR. THE BRAILLE TRANSLATION FOR THE STAR SHALL STATE "MAIN". THE RAISED CHARACTERS SHALL COMPLY WITH SECTION 1143A.6. (SEE FIGURE 11A-7C.) 1124A.9 DOOR PROTECTIVE AND REOPENING DEVICES. DOORS CLOSED BY AUTOMATIC MEANS SHALL BE PROVIDED WITH A DOOR REOPENING DEVICE THAT WILL FUNCTION TO STOP AND REOPEN A CAR DOOR AND ADJACENT HOISTWAY DOOR IN CASE THE CAR DOOR IS OBSTRUCTED WHILE CLOSING. THIS REOPENING DEVICE SHALL ALSO BE CAPABLE OF SENSING AN OBJECT OR PERSON IN THE PATH OF A CLOSING DOOR WITHOUT REQUIRING CONTACT FOR ACTIVATION AT A NOMINAL 5 INCHES AND 29 INCHES (127 MM AND 737 MM) ABOVE THE FLOOR. DOOR-REOPENING DEVICES SHALL REMAIN EFFECTIVE FOR A PERIOD OF NOT LESS THAN 20 SECONDS. AFTER SUCH AN INTERVAL, THE DOORS MAY CLOSE IN ACCORDANCE WITH THE REQUIREMENTS OF ASME A17.1. 1124A.10 OPERATION AND LEVELING. THE ELEVATOR SHALL BE AUTOMATIC AND BE PROVIDED WITH A SELF-LEVELING FEATURE THAT WILL AUTOMATICALLY BRING THE CAR TO THE FLOOR LANDINGS WITHIN A TOLERANCE OF PLUS OR MINUS 1/2 INCH (12.7 MM) UNDER RATED LOADING TO ZERO LOADING CONDITIONS. THIS SELF-LEVELING SHALL, WITHIN ITS ZONE, BE ENTIRELY AUTOMATIC AND INDEPENDENT OF THE OPERATING DEVICE AND SHALL CORRECT THE OVER TRAVEL OR UNDER TRAVEL. THE CAR SHALL ALSO BE MAINTAINED APPROXIMATELY LEVEL WITH THE LANDING, IRRESPECTIVE OF LOAD. THE CLEARANCE BETWEEN THE CAR PLATFORM SILL AND THE EDGE OF THE HOISTWAY LANDING SHALL BE NO GREATER THAN 1 1/4 INCHES (31.75 MM). 1124A.11 PLATFORM (WHEELCHAIR) LIFTS. 1124A.11.1 GENERAL. PLATFORM (WHEELCHAIR) LIFTS MAY BE PROVIDED BETWEEN LEVELS, IN LIEU OF PASSENGER ELEVATORS, WHEN THE VERTICAL DISTANCE BETWEEN LANDINGS, AS WELL AS THE STRUCTURAL DESIGN AND SAFEGUARDS ARE AS ALLOWED BY ASME A18.1, "SAFETY STANDARD FOR PLATFORM LIFTS AND STAIRWAY CHAIR LIFTS;" THE STATE OF CALIFORNIA, DEPARTMENT OF INDUSTRIAL RELATIONS, DIVISION OF OCCUPATIONAL SAFETY AND HEALTH (TITLE 8 "ELEVATOR SAFETY ORDERS") AND ANY APPLICABLE SAFETY REGULATIONS OF OTHER ADMINISTRATIVE AUTHORITIES HAVING JURISDICTION. IF LIFTS ARE PROVIDED, THEY SHALL BE DESIGNED AND CONSTRUCTED TO FACILITATE UNASSISTED ENTRY, OPERATION AND EXIT FROM THE LIFT, AND SHALL COMPLY WITH RESTRICTIONS AND ENHANCEMENTS OF THIS SECTION IN CONJUNCTION WITH TITLE 8 OF THE CALIFORNIA CODE OF REGULATIONS. 1124A.11.2 SIZE AND CLEAR FLOOR SPACE. PLATFORM (WHEELCHAIR)LIFTS SHALL BE OF SUFFICIENT SIZE TO ACCOMMODATE A WHEELCHAIR IN ACCORDANCE WITH SECTION 1138A.1.4 (see detail XX / XXX). 1124A.11.3 LIFT ACCESS. THERE SHALL BE A LEVEL AND CLEAR FLOOR AREA OR LANDING AT EACH FLOOR OR LEVEL SERVED BY PLATFORM(WHEELCHAIR) LIFTS. CLEAR FLOOR AREAS OR LANDINGS SHALL MEET THE APPLICABLE "ACCESSIBLE ROUTE" REQUIREMENTS. 1124A.11.4 STANDBY POWER. TO ENSURE CONTINUED OPERATION IN CASE OF PRIMARY POWER LOSS, PLATFORM (WHEELCHAIR) LIFTS SHALL BE PROVIDED WITH STANDBY POWER OR WITH SELF RECHARGEABLE BATTERY POWER THAT PROVIDES SUFFICIENT POWER TO OPERATE ALL PLATFORM LIFT FUNCTIONS FOR A MINIMUM OF FIVE UPWARD AND DOWNWARD TRIPS. 1124A.11.5 OPENNESS. PLATFORM (WHEELCHAIR) LIFTS ON AN ACCESSIBLE MEANS OF EGRESS SHALL NOT BE INSTALLED IN A FULLY ENCLOSED HOISTWAY. 1124A.11.6 DOORS AND GATES. LIFTS SHALL HAVE LOW ENERGY POWER-OPERATED DOORS OR GATES, WHICH SHALL REMAIN OPEN FOR 20 SECONDS MINIMUM. END DOORS SHALL HAVE 32 INCHES (813 MM) MINIMUM CLEAR OPENING WIDTH. SIDE DOORS CLEAR OPENING WIDTH SHALL BE 42 INCHES (1067 MM) MINIMUM. EXCEPTION:LIFTS HAVING DOORS OR GATES ON OPPOSITE SIDES SHALL BE PERMITTED TO HAVE SELF-CLOSING MANUAL DOORS OR GATES. 1124A.11. 7 RESTRICTION SIGN. A SIGN COMPLYING WITH SECTION 1143A (see detail XX / XXX) SHALL BE SECURELY FASTENED IN A CONSPICUOUS PLACE AT EACH LANDING AND ON THE PLATFORM. THE SIGN SHALL STATE "NO FREIGHT" IN LETTERS NOT LESS THAN 5/8 INCH (16 MM) HIGH AND INCLUDE THE INTERNATIONAL SYMBOL OF ACCESSIBILITY. 5'-8" MIN 3'-0" MIN 4' - 6 " M I N (b) side opening door 6'-8" MIN 3'-6" MIN (a) center opening door FIGURE 11A-7A MINIMUM DIMENSIONS FOR ELEVATOR CARS 4' - 3 " M I N 4' - 6 " M I N 4' - 3 " M I N 65 43 21 BS X 5/ 8 " MI N 3/4" MIN button diameter min separation characters and symbols height place star alongside main exit floor number 3/ 8 " MI N ℄ 35 " M I N AB O V E F L O O R CLOSEOPEN STOPALARM FIGURE 11A-7A MINIMUM DIMENSIONS FOR ELEVATOR CARS (b) maximum installation heights above cab floor (a) elevator control panel detail 2' - 1 1 " M I N 48 " M A X F O R F R O N T A P P R O A C H 54 " M A X F O R S I D E A P P R O A C H 2' - 8 " M I N ℄ ℄ ℄ rail control panel see (a) 1 1/2" MIN FIGURE 11A-7D GRAPH OF TIMING EQUATION DISTANCE IN FEET ACCEPTABLE 'T ' T I M E I N S E C O N D S UN A C C E P T A B L E 5 6 8 10 12 14 16 18 6 5 4 3 2 1 7 8 9 10 11 12 13 0 FIGURE 11A-7C HOISTWAY AND ELEVATOR ENTRANCES 1 3'-6 " 5 ' - 0 " 6'-0 " ℄ ℄ ℄ 2 ' - 5 " 5 " B A floor landing numbers on both sides of door jamb call button hall lantern NOTE: The automatic door reopening device is activated if an object passes through either line A or line B. Line A and line B represent the vertical location of the door reopening devise not requiring contact. 1«2" M I N 2" MIN SECTION 3002.4 ELEVATOR CAR TO ACCOMMODATE AMBULANCE STRETCHER 3002.4a GENERAL STRETCHER REQUIREMENTS. ALL BUILDINGS AND STRUCTURES WITH ONE OR MORE PASSENGER ELEVATORS SHALL BE PROVIDED WITH NOT LESS THAN ONE MEDICAL EMERGENCY SERVICE ELEVATOR TO ALL LANDINGS MEETING THE PROVISIONS OF SECTION 3002.4a. EXCEPTIONS: 1.ELEVATORS IN STRUCTURES USED ONLY BY MAINTENANCE AND OPERATION PERSONNEL. 2.ELEVATORS IN JAILS AND PENAL INSTITUTIONS. 3.ELEVATORS IN BUILDINGS OR STRUCTURES WHERE EACH LANDING IS AT GROUND LEVEL OR IS ACCESSIBLE AT GRADE LEVEL OR BY A RAMP. 4.ELEVATOR(S) IN TWO-STORY BUILDINGS OR STRUCTURES EQUIPPED WITH STAIRS OF A CONFIGURATION THAT WILL ACCOMMODATE THE CARRYING OF THE GURNEY OR STRETCHER AS PERMITTED BY THE LOCAL JURISDICTIONAL AUTHORITY. 5.ELEVATORS IN BUILDING OR STRUCTURES LESS THEN FOUR STORIES IN HEIGHT FOR WHICH THE THE LOCAL JURISDICTIONAL AUTHORITY HAS GRANTED AN EXCEPTION IN THE FORM OF A WRITTEN DOCUMENT. 3002.4.1a GURNEY SIZE. THE MEDICAL EMERGENCY SERVICE ELEVATOR SHALL ACCOMMODATE THE LOADING AND TRANSPORT OF AN AMBULANCE GURNEY OR STRETCHER [MAXIMUM SIZE 24 INCHES BY 84 INCHES (610 MM BY 2134 MM) WITH NOT LESS THAN 5-INCH (127MM) RADIUS CORNERS] IN THE HORIZONTAL POSITION. 3002.4.2a HOISTWAY DOORS, THE HOISTWAY LANDING OPENINGS SHALL BE PROVIDED WITH POWER-OPERATED DOORS. 3002.4.3a ELEVATOR ENTRANCE OPENING AND CAR SIZE. THE ELEVATOR CAR SHALL BE OF SUCH A SIZE AND ARRANGEMENT TO ACCOMMODATE A 24 INCHES BY 84 INCHES (610 MM BY 2134 MM)AMBULANCE GURNEY OR STRETCHER WITH NOT LESS THAN 5-INCH (127MM) RADIUS CORNERS, IN THE HORIZONTAL, OPEN POSITION, SHALL BE PROVIDED WITH A MINIMUM CLEAR DISTANCE BETWEEN WALLS OR BETWEEN WALLS AND DOOR EXCLUDING RETURN PANELS NOT LESS THAN 80INCHES BY 54 INCHES (2032 MM BY 1372 MM), AND A MINIMUM DISTANCE FROM WALL AND RETURN PANEL NOT LESS THAN 51 INCHES(1295 MM) WITH A 42 INCH (1067 MM) SIDE SLIDE DOOR. EXCEPTION:THE ELEVATOR CAR DIMENSIONS AND/OR THE CLEAR ENTRANCE OPENING DIMENSIONS MAY BE ALTERED WHERE IT CAN BE DEMONSTRATED TO THE LOCAL JURISDICTIONAL AUTHORITY'S SATISFACTION THAT THE PROPOSED CONFIGURATION WILL HANDEL THE DESIGNATED GURNEY OR STRETCHER WITH EQUIVALENT EASE. DOCUMENTATION FROM THE LOCAL AUTHORITY SHALL BE PROVIDED TO THE OCCUPATIONAL SAFETY AND HEALTH STANDARDS BOARD. 3002.4.4a ELEVATOR RECALL. THE ELEVATOR(S) DESIGNATED THE MEDICAL EMERGENCY ELEVATOR SHALL BE EQUIPPED WITH A KEY SWITCH TO RECALL THE ELEVATOR NONSTOP TO THE MAIN FLOOR. FOR THE PURPOSE OF THIS SECTION, ELEVATORS IN COMPLIANCE WITH SECTION 3002.2 SHALL BE ACCEPTABLE. 3002.4.5a DESIGNATION. MEDICAL EMERGENCY ELEVATORS SHALL BE IDENTIFIED BY THE INTERNATIONAL (STAR OR LIFE) FOR EMERGENCY MEDICAL SERVICES. 3002.4.6a SYMBOL SIZE. THE SYMBOL SHALL NOT BE LESS THAN 3 INCHES (76 MM) IN SIZE. 3002.4.7a SYMBOL LOCATION. A SYMBOL SHALL BE PERMANENTLY ATTACHED TO EACH SIDE OF THE HOISTWAY DOOR FRAME ON THE PORTION OF THE FRAME AT RIGHT ANGLES TO THE HALLWAY OR LANDING AREA. EACH SYMBOL SHALL NOT BE LESS THAN 78 INCHES (1981 MM) AND NOT MORE THAN 84 INCHES (2134 MM) ABOVE THE FLOOR LEVEL AT THE THRESHOLD. SEE CBC CHAPTER 30, ELEVATORS AND CONVEYING SYSTEMS, FOR ADDITIONAL REQUIREMENTS NOT SHOWN HERE. SEC. 1125A HAZARDS ON ACCESSIBLE ROUTES - SECTION 1125A HAZARDS ON ACCESSIBLE ROUTES 1125A.1 WARNING CURBS. ABRUPT CHANGES IN LEVEL EXCEEDING 4 INCHES (101.6 MM) IN VERTICAL DIMENSION, SUCH AS CHANGES IN LEVEL AT PLANTERS OR FOUNTAINS LOCATED IN OR ADJACENT TO WALKS, HALLS, CORRIDORS, PASSAGEWAYS, AISLES, PEDESTRIAN WAYS AND OTHER CIRCULATION SPACES SHALL BE IDENTIFIED BY CURBS PROJECTING AT LEAST 6 INCHES (152.4 MM) IN HEIGHT ABOVE THE WALK OR SIDEWALK SURFACE TO WARN THE BLIND OF A POTENTIAL DROP-OFF EXCEPTION:WHEN A GUARDRAIL OR HANDRAIL IS PROVIDED WITH EDGE PROTECTION IN ACCORDANCE WITH CBC SECTION 1010.10.1. 1125A.2 HEADROOM CLEARANCE. WALKS, HALLS, CORRIDORS, PASSAGEWAYS, AISLES, PEDESTRIAN WAYS AND OTHER CIRCULATION SPACES WHICH ARE PART OF THE REQUIRED EGRESS SYSTEM SHALL HAVE A MINIMUM CLEAR HEADROOM AS REQUIRED IN CBC SECTION 1003.2. OTHER WALKS, PEDESTRIAN WAYS AND CIRCULATION SPACES SHALL HAVE A MINIMUM CLEAR HEADROOM OF 80 INCHES (2032 MM). IF THE VERTICAL CLEARANCE OF AN AREA ADJOINING AN ACCESSIBLE ROUTE IS REDUCED TO LESS THAN 80 INCHES (2032 MM) NOMINAL DIMENSION, A GUARDRAIL OR OTHER BARRIER HAVING ITS LEADING EDGE AT OR BELOW 27 INCHES (686 MM) ABOVE THE FINISHED FLOOR SHALL BE PROVIDED. 6" MI N HI G H to suit design GUIDE CURB DETAIL > 4 " abrupt change in level EGRESS HEADROOM CLEARANCE 2' - 3 " M A X X < 6 ' - 8 " guard or barrier rail FIGURE 11A-1B HEADROOM CLEARANCE AND OVERHANGING PROJECTION 6' - 8 " M I N ov e r h a n g i n g o b s t r u c t i o n 7' - 0 " M I N he a d r o o m c l e a r a n c e 3 1 2 3/A6.2 UP 2 6 R @6 . 9 " E A . UP TEXT EXT 10" 8" WALL 12 " C O N C R E T E W A L L HC EV HC HC ACCESSIBLE VAN 2 14 3 5 6 7 8 11 10 9 12 13 22 21 20 19 18 17 16 15 14 OPEN TO ABOVE NO PARKINGNO PARKING OPEN TO ABOVE OPEN TO SKY 14'-1" 14'-1" 14'-1" 14'-1" 14'-1" 14'-1" 49 ' - 5 " 14 ' - 0 " 9' - 1 " 9' - 1 " 9' - 1 " 3' - 6 " 29 ' - 3 " 3'-0"8'-8" (REQ. H = 7.85') H AT 3RD FLOOR = 29'-3" H/5 +2' = (29'-3"/5) +2' = 7.85' H AT 2ND FLOOR = 19'-2" H/5 +2' =(19'-2"/5) +2' -= 5.83' 19 ' - 2 " T.P T.P T.P T.P GROUND LEVEL 2ND LEVEL 3RD LEVEL 4TH LEVEL ROOF DECK CORRIDOR CORRIDOR CORRIDOR 5' - 0 " NOTE: ·THE PROJECT REQUIRES A MINIMUM COMBINED TRASH AND RECYCLING BIN SERVICE LEVEL OF 0.5 CUBIC YARDS (CY) PER RESIDENTIAL UNIT, PER SAMC SEC. 16-37 AND FOOD WASTE BIN SERVICE LEVEL OF 0.02 CUBIC YARDS (CY) OF FOOD WASTE PER RESIDENTIAL UNIT, PER SB 1383. ·FOR ANY PROPERTIES UTILIZING TRASH CHUTES, THERE MUST BE AT LEAST 3 CHUTES, ONE FOR EACH OF THE FOLLOWING: TRASH, RECYCLING, AND FOOD WASTE. ·MINIMUM 40' X 16' WIDE STAGING AREA SHALL BE AVAILABLE ON SERVICE DAYS FROM 6 A.M. TO 6 P.M. ·MINIMUM VERTICAL CLEARANCE OF 25' AT THE STAGING AREA FOR BIN SERVICE CLEARANCE. ·MINIMUM 13' VERTICAL CLEARANCE FOR SCOUT TRUCK. ·ALL STAGING AREAS ARE TO BE ONSITE. NO STREET STAGING IS PERMITTED. ·42' ON A 90-DEGREE TURN RADIUS ·ALL DRIVEWAY AND STAGING AREAS MUST BE ABLE TO SUSTAIN A MINIMUM GROSS WEIGHT OF 60,000 LBS. PER VEHICLE. ·MAXIMUM SIZE OF BIN SHALL BE 4 CUBIC YARDS. ·MAXIMUM NUMBER OF PICK-UPS IS 2 TIMES PER WEEK FOR RESIDENTIAL PROJECTS ONLY. 42'- 0 " STANDARD REQUIREMENTS FOR ALL PROJECTS: ·VEHICLES MUST BE ABLE TO SAFELY ENTER AND EXIT THE PROPERTY. ·TYPICAL COLLECTION TRUCK DIMENSIONS ARE 10’3’’ WIDE X 32’8’ LONG. ·MINIMUM OF BOTH 42’ ON A 90-DEGREE TURN RADIUS AND AN 11’6” LANE WIDTH FOR TURN RADIUS; MEASURED FROM OUTSIDE OF THE VEHICLE RADIUS. ·THE DEVELOPMENT SITE PLAN MUST DEPICT TRASH TRUCK TURNING RADIUS ON ALL PROPOSED INTERNAL CORNERS. ·ELIMINATE ALL INSTANCES REQUIRING TRUCK BACKING. THREE-POINT TURNS ARE ALLOWED, AS PERMITTED BY THE CITY. ·ALL DRIVEWAY AND STAGING AREAS MUST BE ABLE TO CARRY A MINIMUM OF 60,000-POUNDS GROSS VEHICLE WEIGHT. ·MINIMUM 40’ X 16’ WIDE STAGING AREA AVAILABLE ON SERVICE DAYS (MONDAY – SATURDAY) FROM 6 A.M. TO 6 P.M. ·MINIMUM VERTICAL CLEARANCE OF 25’ AT THE STAGING AREA FOR SERVICING OF CONTAINERS. ·ROLLOUT SERVICE CONSISTING OF THE MANUAL MOVEMENT OF CONTAINERS BY REPUBLIC SERVICES EMPLOYEES FROM WHERE THEY RESIDE, TO THE SERVICE LOCATION AND RETURN, REQUIRES A LEVEL PATH OF TRAVEL WITH NO SIGNIFICANT ELEVATION CHANGES. ·MAXIMUM BIN SIZE IS FOUR CUBIC YARDS. SENATE BILL 1383 AND CITY OF SANTA ANA MUNICIPAL CODE: ·SENATE BILL 1383 REQUIRES ALL RESIDENTS, BUSINESSES, AND MULTIFAMILY PROPERTIES TO PARTICIPATE IN ORGANICS RECYCLING. THE CITY OF SANTA ANA MUNICIPAL CODE CHAPTER 16 – GARBAGE, TRASH, AND WEEDS REFLECTS THESE AND OTHER MANDATORY REQUIREMENTS. ·ALL REQUIREMENTS MUST BE NOTED ON THE FINAL SITE PLAN SUBMITTED TO THE CITY. THE CITY MAY INCLUDE OTHER CONDITIONS PRIOR TO FINAL APPROVAL. ADDITIONAL REQUIREMENTS FOR MULTIFAMILY PROJECTS: ·THE MAXIMUM NUMBER OF PICKUPS IS TWO TIMES PER WEEK. ·ENCLOSURE MUST BE OF ADEQUATE SIZE FOR THE STORAGE AND COLLECTION OF ALL CONTAINERS. ·MINIMUM REQUIREMENT OF ½ CUBIC YARD OF COMBINED TRASH, RECYCLING, AND ORGANICS SERVICE PER WEEK PER RESIDENTIAL UNIT. ·SCOUT SERVICE CONSISTING OF A SPECIAL REPUBLIC SERVICES PASSENGER-SIZED VEHICLE TRANSPORTING BINS FROM WHERE THEY RESIDE, TO THE SERVICE LOCATION AND RETURN, REQUIRES A MINIMUM 8’2” VERTICAL CLEARANCE. STAGING OF BINS IN THE PUBLIC RIGHT–OF–WAY IS PROHIBITED. A0.2-A FIRE ACCESS / TRASH TRUCK STAGING BEFORE DEDICATION SCALE: N/A 32 2 N . H A R B O R B L V D . SA N T A A N A , C A 9 2 7 0 3 SHEET NUMBER 2 0 2 4 0 1 0 SHEET TITLE PROJECT NUMBER REVISIONS NO.DATE NO.DATE HANNOUCHE ARCHITECTS EXPRESSLY RESERVES ITS COMMON LAW COPYRIGHT AND OTHER PROPERTY RIGHTS INHERENT IN THESE PLANS. ALL DRAWINGS, ELECTRONIC FILES, FIELD NOTES AND ASSOCIATED DOCUMENTS ARE INSTRUMENTS OF SERVICE AND ARE THE PROPERTY OF HANNOUCHE ARCHITECTS. ALL INFORMATION CONTAINED IN THESE DRAWINGS, ELECTRONIC FILES, FIELD NOTES AND ASSOCIATED DOCUMENTS IS PROJECT SPECIFIC AND SHALL NOT BE REPRODUCED, DISCLOSED, CHANGED, COPIED, OR USED OTHERWISE IN ANY FORM OR MANNER WHATSOEVER, WITHOUT FIRST OBTAINING THE EXPRESSED WRITTEN PERMISSION AND CONSENT OF HANNOUCHE ARCHITECTS. HANNOUCHE ARCHITECT c 2021 HANNOUCHE ARCHITECTS 949.261.2070 SAMIR HANNOUCHE, ARCHITECT 20250 SW ACACIA ST. #145 NEWPORT BEACH, CA 92660 May 9, 2025 1 CORR 12/10/24 BLDG A CORR 3/18/25 OCFA 2 CORR 4/09/25 BLDG DATE SIGNED2 3 CORR 5/09/25 BLDG TRASH TRUCK PICK UP DIAGRAM FIRE ACCESS DIAGRAM 71'-7" N. H A R B O R B L V D . N. H A R B O R B L V D . 5' - 6 " 6'-0"6'-0" 5' - 5 1 2" 12'-0" DEDICATION 28 ' - 0 " INDICATING FIRE RESCUE LADDER AND STAGING AREA, TYP. 'EXIT' STAIR 150' HOSE PULL STAND PIPE 103'-11" 6' - 0 " 6'-4" 6'-5" 25 ' - 0 " 28 ' - 0 " 9' - 0 " 9' - 0 " 4' - 0 " 5' - 0 " 4' - 0 " 5' - 0 " 27 ' - 8 " 25 ' - 0 " 26 ' - 6 " 82'-11" 15' VIEW TRIANGLE 35' TYPICAL TRASH TRUCK PER VEHICLE TACKING SOFTWARE BY AUTODESK 46 ' - 0 " R4 2 ' - 0 " R42 ' - 0 " R42'- 0 " R4 2 ' - 0 " 38 ' - 0 " 38 ' - 0 " 20 ' - 0 " LEGEND PROPOSED TRANSFORMER 150' FIRE DEPT. HOSE PULL EXISTING FIRE HYDRANT COLORED STAMPED CONCRETE DRIVE RESCUE WINDOW LOCATIONS NO R T H NO R T H 2'-6"X5'-0" SINGLE HUNG EGRESS WINDOW BUILDING SECTION1 FIRE ACCESS/ TRASH TRUCK STAGGING BEFORE DEDICATION INDICATING FIRE RESCUE LADDER AND STAGING AREA, TYP. 1 RESCUE LADDER A A 32 2 N . H A R B O R B L V D . SA N T A A N A , C A 9 2 7 0 3 SHEET NUMBER 2 0 2 4 0 1 0 SHEET TITLE PROJECT NUMBER REVISIONS NO.DATE NO.DATE HANNOUCHE ARCHITECTS EXPRESSLY RESERVES ITS COMMON LAW COPYRIGHT AND OTHER PROPERTY RIGHTS INHERENT IN THESE PLANS. ALL DRAWINGS, ELECTRONIC FILES, FIELD NOTES AND ASSOCIATED DOCUMENTS ARE INSTRUMENTS OF SERVICE AND ARE THE PROPERTY OF HANNOUCHE ARCHITECTS. ALL INFORMATION CONTAINED IN THESE DRAWINGS, ELECTRONIC FILES, FIELD NOTES AND ASSOCIATED DOCUMENTS IS PROJECT SPECIFIC AND SHALL NOT BE REPRODUCED, DISCLOSED, CHANGED, COPIED, OR USED OTHERWISE IN ANY FORM OR MANNER WHATSOEVER, WITHOUT FIRST OBTAINING THE EXPRESSED WRITTEN PERMISSION AND CONSENT OF HANNOUCHE ARCHITECTS. HANNOUCHE ARCHITECT c 2021 HANNOUCHE ARCHITECTS 949.261.2070 SAMIR HANNOUCHE, ARCHITECT 20250 SW ACACIA ST. #145 NEWPORT BEACH, CA 92660 May 9, 2025 1 CORR 12/10/24 BLDG A CORR 3/18/25 OCFA 2 CORR 4/09/25 BLDG DATE SIGNED2 3 CORR 5/09/25 BLDG A0.20 DWELLING ADA NOTES DETAILS SCALE: N/A SEC. 1127A.1 COMMON USE FACILITIES; GENERAL - SECTION 1127A COMMON USE FACILITIES 256729.1.FOR PUBLIC USE FACILITIES, SEE CHAPTER 11B OF THIS CODE; SHEET SERIES XX FOR CHAPTER 11A DIVISION I, APPLICATION AND GENERAL PROVISIONS, SECTIONS 1101A THROUGH 1107,SEE SHEET XXX. 256730.FOR CHAPTER 11A DIVISION II, EXTERIOR FACILITIES, SECTIONS 1108A THROUGH 1116, SEE SHEETS XXX AND XXX. 256731.FOR CHAPTER 11A DIVISION III, BUILDING FEATURES, SECTIONS 1117A THROUGH 1126A, SEE SHEETS XXX AND XXX. 256732.FOR CHAPTER 11A DIVISION IV DWELLING UNIT FEATURES, SECTIONS 1128A THROUGH 1136A, SEE SHEETS XXX. 256733.FOR CHAPTER 11A DIVISION V, FEATURES COMMON TO EXTERIOR AND INTERIOR OF BUILDINGS, SECTIONS 1137A THROUGH 1143A, SEE SHEETS XXX. 1127A.1 GENERAL. WHEN PROVIDED, COMMON USE AREAS AND FACILITIES IN COVERED MULTIFAMILY HOUSING DEVELOPMENTS SHALL BE ACCESSIBLE TO PERSONS WITH DISABILITIES. COMMON USE FACILITIES INCLUDE, BUT ARE NOT LIMITED TO, LOBBIES, TOILET AND BATHING FACILITIES, LAUNDRY FACILITIES, COMMUNITY ROOMS, CLUBHOUSES, HEALTH AND FITNESS FACILITIES, GAME ROOMS AND PORTIONS OF COMMON USE TENANT STORAGE. ALL ENTRANCES, DOORS, FIXTURES AND CONTROLS SHALL BE ON AN ACCESSIBLE ROUTE. FACILITIES AND FIXTURES REQUIRED TO BE ACCESSIBLE SHALL COMPLY WITH THE FOLLOWING PROVISIONS: 1. DOORS. DOORS TO ACCESSIBLE BATHROOMS SHALL COMPLY WITH SECTION 1126A. DOORS SHALL NOT SWING INTO THE FLOOR SPACE REQUIRED FOR ANY FIXTURE. (see detail 7 / A0.15) 2. CLEAR FLOOR SPACE. ALL FIXTURES AND CONTROLS SHALL BE ON AN ACCESSIBLE ROUTE. CLEAR FLOOR SPACES AT FIXTURES AND CONTROLS, THE ACCESSIBLE ROUTE AND THE TURNING SPACE MAY OVERLAP. THIS CLEAR SPACE SHALL COMPLY WITH SECTIONS 1138A.1.4 AND 1138A.3. (see detail 3 / A0.14) 3. WATER CLOSETS. WHERE A TOILET STALL IS PROVIDED, IT SHALL COMPLY WITH SECTION 1127A.2.1 OR 1127A.2.2, AND ITS WATER CLOSET SHALL COMPLY WITH SECTION 1 127A.2.3.(see detail 2 / A0.20) 4. LAVATORY AND MIRRORS. WHERE A LAVATORY AND/OR MIRROR IS PROVIDED, IT SHALL COMPLY WITH SECTIONS 1127A.3 AND/OR 1127A.8.3. (see detail 1 / A0.13) 5. CONTROLS AND DISPENSERS. WHERE CONTROLS, DISPENSERS, RECEPTACLES OR OTHER TYPES OF EQUIPMENT ARE PROVIDED, AT LEAST ONE OF EACH SHALL BE ON AN ACCESSIBLE ROUTE AND SHALL COMPLY WITH SECTIONS 1127A.8 AND 1138A.3. see details 9 / A0.20 & 1 / A0.16). 6. BATHING AND SHOWER FACILITIES. WHERE BATHTUBS OR SHOWERS ARE PROVIDED, AT LEAST ONE FIXTURE OF EACH TYPE PROVIDED SHALL BE ACCESSIBLE PER ROOM. FOR BATHTUBS, SEE SECTION 1127A.5.2. FOR SHOWER COMPARTMENTS, SEE SECTION 1127A.5.3. (see detail 1/ A0.17) 7. TOILET FACILITIES. TOILET FACILITIES SHALL COMPLY WITH SECTION 1127A.2. (see detail 2 / A0.20) 8. LAUNDRY FACILITIES. LAUNDRY FACILITIES SHALL COMPLY WITH SECTION 1127 A.10. (see detail 2 / A0.17) 9. STORAGE FACILITIES. STORAGE FACILITIES SHALL COMPLY WITH SECTION 1127 A.11. (see detail 3 / A0.14) 10. FIXED OR BUILT-IN SEATING TABLES AND COUNTERS. FIXED OR BUILT-IN SEATING, TABLES AND COUNTERS SHALL COMPLY WITH SECTION 1127A.12. (see detail 5 / A0.14) SEC. 1127A.2 TOILET FACILITIES - 1127 A.2 TOILET FACILITIES WHEN COMMON USE TOILET FACILITIES ARE PROVIDED FOR RESIDENTS OR GUESTS, AT LEAST ONE PERCENT OF THE TOTAL NUMBER OF FIXTURES BUT NOT LESS THAN ONE OF EACH TYPE SHALL COMPLY WITH THIS SECTION. 1127 A.2.1 MULTIPLE-ACCOMMODATION TOILET FACILITIES. MULTIPLE-ACCOMMODATION TOILET FACILITIES SHALL HAVE THE FOLLOWING: NOTE: (SEE FIGURES 11A-9A AND L1A-9B.) 1. WHEELCHAIR TURNING SPACE. TURNING SPACE OF SUFFICIENT SIZE TO INSCRIBE A CIRCLE WITH A DIAMETER NOT LESS THAN 60 INCHES ( 1524 MM) OR A T-SHAPED SPACE SHALL BE PROVIDED WITHIN THE TOILET FACILITY. THE WHEELCHAIR TURNING SPACE SHALL COMPLY WITH SECTION 1138A.1.3 (see detail XX / XXX). OTHER THAN THE DOOR TO THE ACCESSIBLE WATER CLOSET COMPARTMENT, A DOOR, IN ANY POSITION, MAY ENCROACH INTO THIS SPACE BY NOT MORE THAN 12 INCHES ( 305 MM). 2. CLEAR SPACE AT FIXTURES. DOORS SHALL NOT SWING INTO THE CLEAR FLOOR SPACE REQUIRED FOR ANY FIXTURE. REQUIRED CLEAR FLOOR SPACE, CLEARANCE AT FIXTURES, AND TURNING SPACE SHALL BE PERMITTED TO OVERLAP. 3. ACCESSIBLE WATER CLOSET COMPARTMENT. ACCESSIBLE WATER CLOSET COMPARTMENTS SHALL BE 60 INCHES ( 1524 MM) WIDE MINIMUM MEASURED PERPENDICULAR TO THE SIDE WALL, 56 INCHES (1422 MM) DEEP MINIMUM FOR WALL HUNG WATER CLOSETS AND 59 INCHES (1499 MM) DEEP MINIMUM FOR FLOOR MOUNTED WATER CLOSETS MEASURED PERPENDICULAR TO THE REAR WALL. (SEE FIGURE 11A-9A(C)). WATER CLOSET FIXTURES LOCATED IN ACCESSIBLE WATER CLOSET COMPARTMENTS SHALL BE POSITIONED WITH A WALL OR PARTITION TO THE REAR AND TO ONE SIDE. THE CENTERLINE OF THE WATER CLOSET SHALL BE 17 INCHES (432 MM) MINIMUM TO 18 INCHES ( 457 MM) MAXIMUM FROM THE SIDE WALL OR PARTITION. IN AMBULATORY ACCESSIBLE TOILET COMPARTMENTS SPECIFIED IN ITEM 6 OF THIS SECTION, THE WATER CLOSET SHALL BE 17 INCHES (432 MM) MINIMUM AND 19 INCHES (483 MM) MAXIMUM FROM THE SIDE WALL OR PARTITION. (SEE FIGURE 11A-9A (D). CLEARANCE AROUND A WATER CLOSET SHALL BE 60 INCHES ( 1524 MM) MINIMUM MEASURED PERPENDICULAR FROM THE SIDE WALL AND 56 INCHES ( 1422 MM) MINIMUM MEASURED PERPENDICULAR FROM THE REAR WALL. THE REQUIRED CLEARANCE AROUND THE WATER CLOSET SHALL BE PERMITTED TO OVERLAP THE WATER CLOSET, ASSOCIATED GRAB BARS, DISPENSERS, SANITARY NAPKIN DISPOSAL UNITS, COAT HOOKS, SHELVES, ACCESSIBLE ROUTES, CLEAR FLOOR SPACE AND CLEARANCES REQUIRED AT OTHER FIXTURES, AND THE TURNING SPACE. NO OTHER FIXTURES OR OBSTRUCTIONS SHALL BE LOCATED WITHIN THE REQUIRED WATER CLOSET CLEARANCE. A MINIMUM 48 INCHES ( 1219 MM) DEEP AND 60 INCHES ( 1524 MM) WIDE CLEAR MANEUVERING SPACE SHALL BE PROVIDED IN FRONT OF THE WATER CLOSET IF THE COMPARTMENT HAS AN END-OPENING DOOR (FACING THE WATER CLOSET). A MINIMUM 60 INCHES (1524 MM) DEEP AND 60 INCHES ( 1524 MM) WIDE CLEAR MANEUVERING SPACE SHALL BE PROVIDED IN A COMPARTMENT WITH THE DOOR LOCATED AT THE SIDE. (SEE FIGURE 11A-9A). 4. GRAB BARS. GRAB BARS SHALL BE PROVIDED ON THE SIDE WALL CLOSEST TO THE WATER CLOSET AND ON THE REAR WALL. GRAB BARS SHALL COMPLY WITH THIS SECTION AND SECTION 1127A.4 (see detail XX this sheet). THE SIDE WALL GRAB BAR SHALL BE 42 INCHES ( 1067 MM) LONG MINIMUM, LOCATED 12 INCHES (305 MM) MAXIMUM FROM THE REAR WALL AND EXTEND 54 INCHES ( 1372 MM) MINIMUM FROM THE REAR WALL. THE FRONT END OF THE SIDE GRAB BAR SHALL BE POSITIONED 24 INCHES (610 MM) MINIMUM IN FRONT OF THE WATER CLOSET. THE REAR WALL GRAB BAR SHALL BE 36 INCHES (914 MM) LONG MINIMUM AND EXTEND FROM THE CENTERLINE OF THE WATER CLOSET 12 INCHES ( 305 MM) MINIMUM ON ONE SIDE AND 24 INCHES (610 MM) MINIMUM ON THE OTHER SIDE. EXCEPTIONS: 1. THE REAR GRAB BAR SHALL BE PERMITTED TO BE 24 INCHES (610 MM) LONG MINIMUM, CENTERED ON THE WATER CLOSET, WHEN WALL SPACE DOES NOT PERMIT A LENGTH OF 36 INCHES (914 MM) MINIMUM DUE TO THE LOCATION OF A RECESSED FIXTURE ADJACENT TO THE WATER CLOSET. 2. WHEN THE ENFORCING AGENCY REQUIRES FLUSH CONTROLS FOR FLUSH VALVES TO BE LOCATED IN A POSITION THAT CONFLICTS WITH THE LOCATION OF THE REAR GRAB BAR, THEN THE REAR GRAB BAR SHALL BE PERMITTED TO BE SPLIT OR SHIFTED TO THE OPEN SIDE OF THE TOILET AREA. 5. COMPARTMENT DOORS. COMPARTMENT DOORS SHALL COMPLY WITH THE FOLLOWING: 5.1.THE WATER CLOSET COMPARTMENT SHALL BE EQUIPPED WITH A DOOR THAT HAS AN AUTOMATIC CLOSING DEVICE, AND SHALL HAVE A CLEAR, UNOBSTRUCTED OPENING WIDTH OF 32 INCHES (813 MM) WHEN LOCATED AT THE END AND 34 INCHES (864 MM) WHEN LOCATED AT THE SIDE WITH THE DOOR POSITIONED AT AN ANGLE OF 90 DEGREES FROM ITS CLOSED POSITION. 5.2.WHEN STANDARD COMPARTMENT DOORS ARE USED, WITH A MINIMUM 9-INCH (228.6 MM) CLEARANCE FOR FOOTRESTS UNDERNEATH AND A SELF-CLOSING DEVICE, CLEARANCE AT THE STRIKE EDGE AS SPECIFIED IN SECTION 1126A.3.2 IS NOT REQUIRED. 5.3.THE INSIDE AND OUTSIDE OF THE COMPARTMENT DOOR SHALL BE EQUIPPED WITH A LOOP OR U-SHAPED HANDLE IMMEDIATELY BELOW THE LATCH. THE LATCH SHALL BE FLIP-OVER STYLE, SLIDING OR OTHER HARDWARE NOT REQUIRING THE USER TO GRASP OR TWIST. 5.4.EXCEPT FOR DOOR-OPENING WIDTHS AND DOOR SWINGS, A CLEAR, UNOBSTRUCTED ACCESS OF NOT LESS THAN 44 INCHES (1118 MM) SHALL BE PROVIDED TO WATER CLOSET COMPARTMENTS DESIGNED FOR USE BY PERSONS WITH DISABILITIES, AND THE SPACE IMMEDIATELY IN FRONT OF A WATER CLOSET COMPARTMENT SHALL NOT BE LESS THAN 48 INCHES (1219 MM) AS MEASURED AT RIGHT ANGLES TO COMPARTMENT DOOR IN ITS CLOSED POSITION. 6. AMBULATORY ACCESSIBLE COMPARTMENTS. WHEN SIX OR MORE TOILET COMPARTMENTS ARE PROVIDED WITHIN A MULTIPLE-ACCOMMODATION TOILET ROOM, OR WHEN THE COMBINATION OF URINALS AND WATER CLOSETS TOTALS SIX OR MORE FIXTURES, AT LEAST ONE COMPARTMENT SHALL COMPLY WITH SECTION 1127A.2.1, ITEMS 2 AND 3. AT LEAST ONE ADDITIONAL AMBULATORY COMPARTMENT SHALL HAVE A DEPTH OF 60 INCHES ( 1524 MM) MINIMUM, AND A WIDTH OF 35 INCHES (890 MM) MINIMUM AND 37 INCHES (940 MM) MAXIMUM. THE AMBULATORY ACCESSIBLE COMPARTMENT SHALL HAVE A SELF-CLOSING DOOR, WHICH SHALL NOT SWING INTO THE MINIMUM REQUIRED COMPARTMENT AREA. GRAB BARS, COMPLYING WITH SECTIONS 1127A.4.2, 1127A.4.3, 1127A.4.4 AND 1127A.4.5, SHALL BE INSTALLED ON EACH COMPARTMENT SIDE WALL (see detail X this sheet). SEE FIGURE11A-9A(D). 1127 A.2.2 SINGLE-ACCOMMODATION TOILET FACILITIES. SINGLE ACCOMMODATION TOILET FACILITIES SHALL COMPLY WITH THE FOLLOWING: NOTE:SEE FIGURES 11A-9A AND 11A-9B. 1. WHEELCHAIR CLEARANCE. THERE SHALL BE SUFFICIENT SPACE IN THE TOILET ROOM FOR A WHEELCHAIR MEASURING 30 INCHES (762 MM) WIDE BY 48 INCHES (1219 MM) LONG TO ENTER THE ROOM AND PERMIT THE DOOR TO CLOSE. THERE SHALL BE IN THE ROOM A CLEAR TURNING SPACE OF AT LEAST 60 INCHES (1524 MM) IN DIAMETER OR A T SHAPED SPACE COMPLYING WITH SECTION 1138A.1.3 (see detail XX / XXX). REQUIRED CLEAR FLOOR SPACE, CLEARANCE AT FIXTURES, AND TURNING SPACE SHALL BE PERMITTED TO OVERLAP. 2. ENCROACHMENT OF DOORS. DOORS SHALL NOT ENCROACH INTO THE TURNING SPACE SPECIFIED IN ITEM 1 OF THIS SECTION BY MORE THAN 12 INCHES (305 MM). 3. ACCESSIBLE WATER CLOSET. A WATER CLOSET FIXTURE LOCATED IN A SINGLE-ACCOMMODATION TOILET FACILITY SHALL BE POSITIONED WITH A WALL OR PARTITION TO THE REAR AND TO ONE SIDE. THE CENTERLINE OF THE WATER CLOSET SHALL BE 17 INCHES (432 MM) MINIMUM TO 18 INCHES (457 MM) MAXIMUM FROM THE SIDE WALL OR PARTITION. CLEARANCE AROUND A WATER CLOSET SHALL BE 60 INCHES (1524 MM) MINIMUM MEASURED PERPENDICULAR FROM THE SIDE WALL AND 56 INCHES (1422 MM) MINIMUM MEASURED PERPENDICULAR FROM THE REAR WALL. THE REQUIRED CLEARANCE AROUND THE WATER CLOSET SHALL BE PERMITTED TO OVERLAP THE WATER CLOSET, ASSOCIATED GRAB BARS, DISPENSERS, SANITARY NAPKIN DISPOSAL UNITS, COAT HOOKS, SHELVES, ACCESSIBLE ROUTES, CLEAR FLOOR SPACE AND CLEARANCES REQUIRED AT OTHER FIXTURES, AND THE TURNING SPACE. NO OTHER FIXTURES OR OBSTRUCTIONS SHALL BE LOCATED WITHIN THE REQUIRED WATER CLOSET CLEARANCE. A MINIMUM 48 INCHES (1219 MM) DEEP AND 60 INCHES (1524 MM) WIDE CLEAR MANEUVERING SPACE SHALL BE PROVIDED IN FRONT OF THE WATER CLOSET. 4. GRAB BARS. GRAB BARS SHALL BE PROVIDED ON THE SIDE WALL CLOSEST TO THE WATER CLOSET AND ON THE REAR WALL. GRAB BARS SHALL COMPLY WITH THIS SECTION AND SECTION 1127A.4 (see detail XX this sheet). THE SIDE WALL GRAB BAR SHALL BE 42 INCHES (1067 MM) LONG MINIMUM, LOCATED 12 INCHES (305 MM) MAXIMUM FROM THE REAR WALL AND EXTEND 54 INCHES (1372 MM) MINIMUM FROM THE REAR WALL. THE FRONT END OF THE SIDE GRAB BAR SHALL BE POSITIONED 24 INCHES (610 MM) MINIMUM IN FRONT OF THE WATER CLOSET. THE REAR WALL GRAB BAR SHALL BE 36 INCHES (914 MM) LONG MINIMUM AND EXTEND FROM THE CENTERLINE OF THE WATER CLOSET 12 INCHES (305 MM) MINIMUM ON ONE SIDE AND 24 INCHES (610 MM) MINIMUM ON THE OTHER SIDE. EXCEPTIONS: 1. THE REAR GRAB BAR SHALL BE PERMITTED TO BE 24 INCHES (610 MM) LONG MINIMUM, CENTERED ON THE WATER CLOSET, WHEN WALL SPACE DOES NOT PERMIT A LENGTH OF 36 INCHES (914 MM) MINIMUM DUE TO THE LOCATION OF A RECESSED FIXTURE ADJACENT TO THE WATER CLOSET. 2. WHEN THE ENFORCING AGENCY REQUIRES FLUSH CONTROLS FOR FLUSH VALVES TO BE LOCATED IN A POSITION THAT CONFLICTS WITH THE LOCATION OF THE REAR GRAB BAR, THEN THE REAR GRAB BAR SHALL BE PERMITTED TO BE SPLIT OR SHIFTED TO THE OPEN SIDE OF THE TOILET AREA. 3. ACCESSIBLE ROUTE. ALL DOORS, FIXTURES AND CONTROLS SHALL BE ON AN ACCESSIBLE ROUTE. THE MINIMUM CLEAR WIDTH OF AN ACCESSIBLE ROUTE SHALL BE 36 INCHES (914 MM) EXCEPT AT DOORS (SEE SECTION 1126A; detail XX / XXX). IF A PERSON IN A WHEELCHAIR MUST MAKE A TURN AROUND AN OBSTRUCTION, THE MINIMUM CLEAR WIDTH OF THE ACCESSIBLE ROUTE SHALL BE AS SPECIFIED IN SECTION 1138A.J.5. 1127A.2.3 WATER CLOSETS. WATER CLOSETS REQUIRED TO BE ACCESSIBLE SHALL COMPLY WITH THE FOLLOWING: NOTE:SEE FIGURE 11A-9B. 1. HEIGHT. THE HEIGHT OF ACCESSIBLE WATER CLOSETS SHALL BE A MINIMUM OF 17 INCHES (432 MM) TO A MAXIMUM OF 19 INCHES (483 MM) MEASURED TO THE TOP OF A MAXIMUM2-INCH-HIGH ( 50.8 MM) TOILET SEAT. 2. CONTROLS. FLUSH CONTROLS SHALL BE HAND OPERATED OR AUTOMATIC. HAND OPERATED CONTROLS SHALL BE OPERABLE WITH ONE HAND AND SHALL NOT REQUIRE TIGHT GRASPING,PINCHING OR TWISTING. CONTROLS FOR THE FLUSH VALVES SHALL BE MOUNTED ON THE OPEN SIDE OF THE WATER CLOSET NO MORE THAN 44 INCHES (1118 MM) ABOVE THE FLOOR. THE FORCE REQUIRED TO ACTIVATE CONTROLS SHALL BE NO GREATER THAN 5 POUNDS (22.2 N). 3. TOILET SEATS. SEATS SHALL NOT BE SPRUNG TO RETURN TO A LIFTED POSITION. 1127A.2.4 ACCESSIBLE URINALS. WHEN URINALS ARE PROVIDED, AT LEAST ONE SHALL COMPLY WITH THE FOLLOWING: 1. HEIGHT AND WALL PROJECTION. URINALS SHALL BE FLOOR MOUNTED (STALL TYPE) OR WALL HUNG. THE RIM OF THE WALL HUNG URINALS SHALL BE 17 INCHES (432 MM) MAXIMUM ABOVE THE FINISH FLOOR. URINALS (FLOOR MOUNTED AND WALL HUNG) SHALL BE 13-1/ 2 INCHES (343 MM) DEEP MINIMUM MEASURED FROM THE OUTER FACE OF THE RIM TO THE BACK OF THE FIXTURE. 2. FLUSH CONTROLS. FLUSH CONTROLS SHALL BE HAND OPERATED OR AUTOMATIC. HAND OPERATED CONTROLS SHALL BE OPERABLE WITH ONE HAND, SHALL NOT REQUIRE TIGHT GRASPING, PINCHING OR TWISTING OF THE WRIST AND SHALL BE MOUNTED NO MORE THAN 44 INCHES (1118 MM) ABOVE THE FLOOR. THE FORCE REQUIRED TO ACTIVATE CONTROLS SHALL BE NO GREATER THAN 5 POUNDS (22.2 N). ELECTRONIC AUTOMATIC FLUSHING CONTROLS ARE PREFERABLE. 3. CLEAR FLOOR SPACE. A CLEAR FLOOR SPACE 30 INCHES BY 48 INCHES (762 MM BY 1219 MM) SHALL BE PROVIDED IN FRONT OF THE URINAL TO ALLOW FORWARD APPROACH. THE CLEAR FLOOR SPACE SHALL COMPLY WITH SECTION 1138A.1.4 (see detail XX / XXX). 54" MIN 60" MIN 24" MIN 5'-0" MIN 12" MAX (b) single-accommodation toilet facility (a) multiple-accommodation toilet facility flush activator on wide side 36" minimum grab bar 42" minimum grab bar 2'-10" MIN CLEAR AT SIDE DOOR 5' - 0 " M I N CL E A R 60 " M I N CL E A R D I A M E T E R 60" M I N CLEA R D I A M E T E R 30" x 48" clear space 54 " M I N 48 " M I N C L E A R 12 " MA X 17 " - 1 8 " 17" - 18"18" MIN 3'-8" MIN CLEAR 2' - 8 " M I N CL E A R 2'-8" MIN CLEAR 18" MIN CLEAR 60" MIN (d) ambulatory accessible compartment (c) accessible water closet compartment within multiple-accommodation toilet facility FIGURE 11A-9A TOILET FACILITIES 54 " M I N 48 " M I N C L E A R 12 " MA X 17" - 18" 60" MIN 2'-8" MIN CLEAR 18" MIN CLEAR 59 " M I N fo r f l o o r m o u n t e d w . c . 56 " M I N fo r w a l l m o u n t e d w . c . 4" MAX 35" - 37" 5' - 0 " M I N 54 " M I N 12 " MA X 17" - 19" ℄℄℄℄ ℄ transfer side 3'-0" MIN 1'-0" MIN 2'-0" MIN ℄ 4'-6" MIN 1'-0" MAX 3'-6" MIN (c) clear floor space at waterclosets (b) front viewFIGURE 11A-9B WATER CLOSETS 59 " M I N fo r f l o o r m o u n t e d w . c . 56 " M I N fo r w a l l m o u n t e d w . c . (a) side view 1' - 7 " MI N7" - 9" ℄ ℄ 17 " - 1 9 " 33 " - 3 6 " 3' - 4 " M A X ℄ 17 " - 1 9 " 33 " - 3 6 " HEIGHT AND DEPTH OF URINALS (b) stall type (a) wall hung type 1'-1 1/2" MIN 1' - 5 " MA X 1'-1 1/2" MIN SEC. 1127A.3 ACCESSIBLE LAVATORIES - 1127 A.3 ACCESSIBLE LAVATORIES WHEN COMMON USE LAVATORIES ARE PROVIDED FOR RESIDENTS OR GUESTS, AT LEAST ONE, AND NOT LESS THAN 1 PERCENT OF ALL LAVATORIES, SHALL COMPLY WITH THE FOLLOWING: 1. LOCATION. LAVATORIES SHALL BE INSTALLED WITH THE CENTERLINE OF THE FIXTURE A MINIMUM OF 18 INCHES (457 MM) HORIZONTALLY FROM AN ADJOINING WALL, PARTITION OR FIXTURE. THE TOP OF THE FIXTURE RIM SHALL BE A MAXIMUM OF 34 INCHES (864 MM) ABOVE THE FINISHED FLOOR. 2. FLOOR SPACE. A CLEAR FLOOR SPACE AT LEAST 30 INCHES BY 48 INCHES (762 MM BY 1219 MM) SHALL BE PROVIDED IN FRONT OF ACCESSIBLE LAVATORIES TO ALLOW FORWARD APPROACH. SUCH CLEAR FLOOR SPACE SHALL ADJOIN OR OVERLAP AN ACCESSIBLE ROUTE OR ANOTHER CLEAR FLOOR SPACE. 3. KNEE AND TOE SPACE. A CLEAR AND OBSTRUCTED KNEE AND TOE SPACE, COMPLYING WITH SECTION 1138A.2, SHALL BE PROVIDED UNDERNEATH THE LAVATORY. THE KNEE AND TOE SPACE SHALL BE CENTERED ON THE FIXTURE. THE CLEAR FLOOR SPACE REQUIRED BY ITEM 2 SHALL NOT EXTEND INTO THE KNEE AND TOE SPACE MORE THAN 19 INCHES (483 MM). (SEE FIGURE11A-9D.) 4. FINISHED FLOOR. THE FINISHED FLOOR BENEATH THE LAVATORY SHALL BE EXTENDED TO THE WALL. 5. PLUMBING PROTECTION. WATER SUPPLY AND DRAIN PIPES ACCESSIBLE UNDER LAVATORIES SHALL BE INSULATED OR OTHERWISE COVERED TO PROTECT AGAINST CONTACT. THERE SHALL BE NO SHARP OR ABRASIVE SURFACES UNDER LAVATORIES.5. LAVATORY FAUCET CONTROLS. FAUCET CONTROLS AND OPERATION MECHANISMS SHALL BE OPERABLE WITH ONE HAND AND SHALL NOT REQUIRE TIGHT GRASPING, PINCHING OR TWISTING OF THE WRIST. THE FORCE REQUIRED TO ACTIVATE CONTROLS SHALL BE NO GREATER THAN 5 POUNDS (22.2N). LEVER OPERATED, PUSH TYPE AND ELECTRONICALLY CONTROLLED MECHANISMS ARE EXAMPLES OF ACCEPTABLE DESIGNS. HAND OPERATED METERING FAUCETS ARE ALLOWED IF THE FAUCET REMAINS OPEN FOR AT LEAST 10 SECONDS. 2 ' - 6 " M I N FIGURE 11A-9D KNEE AND TOE SPACE (c) knee and toe space for lavatories section plan 2 ' - 6 " M I N 9" MI N . 11" MIN 2' - 3 " M I N 8" MIN 25" MAX 2' - 5 " M I N (b) toe space - general requirement (a) knee space - general requirement 9" 6" MAX projection of wall hung lavatory or countertop 17" - 25" required knee space projection of wall hung lavatory or countertop required toe space 4'-0" MIN CLEAR FLOOR SPACE 4'-0" MIN CLEAR FLOOR SPACE 1' - 6 " MI N 4'-0" MIN ℄ 2 ' - 1 0 " M A X sink rim or countertop lavatory; wall hung or counter mounted drip of the overflow allowed within knee space 19" MAX 17" MIN 25" MAX clear floor space required knee and toe space 2' - 6 " M I N 17" MIN 2 ' - 5 " M I N 2 ' - 3 " M I N 9 " MI N 8" MIN. 6" MAX section plan SEC. 1127A.4 GRAB BARS, TUB AND SHOWER SEATS - 1127 A.4 GRAB BARS, TUB AND SHOWER SEATS, FASTENERS AND MOUNTING DEVICES 1127A.4.1 GENERAL. GRAB BARS, TUB AND SHOWER SEATS, FASTENERS AND MOUNTING DEVICES REQUIRED BY THIS CHAPTER SHALL COMPLY WITH THIS SECTION. 1127 A.4.2 LOCATION. GRAB BARS SHALL BE INSTALLED IN A HORIZONTAL POSITION, 33 INCHES (838 MM) MINIMUM AND 36 INCHES (914 MM) MAXIMUM ABOVE THE FINISH FLOOR MEASURED TO THE TOP OF THE GRIPPING SURFACE. EXCEPTION:THE HEIGHT OF THE LOWER GRAB BAR ON THE BACK WALL OF A BATHTUB SHALL COMPLY WITH SECTION 1127A.5.2 (see detail XX this sheet). 1127 A.4.3 DIAMETER OR WIDTH. THE DIAMETER OR WIDTH OF THE GRIPPING SURFACES OF A GRAB BAR SHALL COMPLY WITH THE FOLLOWING: NOTE:SEE FIGURE 11A-9C. 1. CIRCULAR CROSS SECTION. GRAB BARS WITH CIRCULAR CROSS SECTION SHALL HAVE AN OUTSIDE DIAMETER OF 1 1/4 INCHES (32 MM) MINIMUM AND 2 INCHES (51 MM) MAXIMUM. 2. NON-CIRCULAR CROSS SECTION. GRAB BARS WITH NON-CIRCULAR CROSS SECTION SHALL HAVE A CROSS-SECTION DIMENSION OF 2 INCHES (51 MM) MAXIMUM. THE PERIMETER DIMENSION OF GRAB BARS WITH NON-CIRCULAR CROSS SECTION SHALL BE 4 INCHES ( 102 MM) MINIMUM AND 4.8 INCHES (122 MM) MAXIMUM. 3. ALTERNATE CONFIGURATION. L-SHAPED OR U-SHAPED GRAB BARS SHALL BE PERMITTED. 1127A.4.4 STRUCTURAL STRENGTH. THE STRUCTURAL STRENGTH OF GRAB BARS, TUB AND SHOWER SEATS, FASTENERS AND MOUNTING DEVICES SHALL MEET THE FOLLOWING SPECIFICATIONS: 1. BENDING STRESS IN A GRAB BAR OR SEAT INDUCED BY THE MAXIMUM BENDING MOMENT FROM THE APPLICATION OF A 250-POUND (1112 N) POINT LOAD SHALL BE LESS THAN THE ALLOWABLE STRESS FOR THE MATERIAL OF THE GRAB BAR OR SEAT. 2. SHEAR STRESS INDUCED IN A GRAB BAR OR SEAT BY THE APPLICATION OF A 250-POUND (1112N) POINT LOAD SHALL BE LESS THAN THE ALLOWABLE SHEAR STRESS FOR THE MATERIAL OF THE GRAB BAR OR SEAT, AND IF ITS MOUNTING BRACKET OR OTHER SUPPORT IS CONSIDERED TO BE FULLY RESTRAINED, THEN DIRECT AND TORSIONAL SHEAR STRESSES SHALL NOT EXCEED THE ALLOWABLE SHEAR STRESS. 3. SHEAR FORCE INDUCED IN A FASTENER OR MOUNTING DEVICE FROM THE APPLICATION OF A 250-POUND (1112 N) POINT LOAD SHALL BE LESS THAN THE ALLOWABLE LATERAL LOAD OF EITHER THE FASTENER OR MOUNTING DEVICE OR THE SUPPORTING STRUCTURE, WHICHEVER IS THE SMALLER ALLOWABLE LOAD. 4. TENSILE FORCE INDUCED IN A FASTENER BY A DIRECT TENSION FORCE OF A 250-POUND (1112N) POINT LOAD, PLUS THE MAXIMUM MOMENT FROM THE APPLICATION OF A 250-POUND (1112 N) POINT LOAD, SHALL BE LESS THAN THE ALLOWABLE WITHDRAWAL LOAD BETWEEN THE FASTENER AND SUPPORTING STRUCTURE. 5. GRAB BARS SHALL NOT ROTATE WITHIN THEIR FITTINGS. 1127A.4.5 SURFACE. A GRAB BAR AND ANY WALL OR OTHER SURFACE ADJACENT TO IT SHALL BE FREE OF ANY SHARP OR ABRASIVE ELEMENTS AND SHALL HAVE ROUNDED EDGES. 1127A.4.6 SPACING. WHEN GRAB BARS ARE MOUNTED ADJACENT TO A WALL, THE SPACE BETWEEN THE WALL AND THE GRAB BARS SHALL BE 1 1/2 INCHES (38 MM). THE SPACE BETWEEN THE GRAB BAR AND PROJECTING OBJECTS BELOW AND AT THE ENDS SHALL BE 1 1/2 INCHES (38 MM) MINIMUM. THE SPACE BETWEEN THE GRAB BAR AND PROJECTING OBJECTS ABOVE SHALL BE 12 INCHES ( 305 MM) MINIMUM. (SEE FIGURE 11A-9C) EXCEPTIONS: 1. THE SPACE BETWEEN THE GRAB BARS AND SHOWER CONTROLS, SHOWER FITTINGS, AND OTHER GRAB BARS ABOVE SHALL BE PERMITTED TO BE 1 1/2 INCHES (38 MM) MINIMUM 2. FOR L-SHAPED OR U-SHAPED GRAB BARS THE SPACE BETWEEN THE WALLS AND THE GRAB BAR SHALL BE 1 1/2 INCHES ( 38 MM) MINIMUM FOR A DISTANCE OF 6 INCHES ( 152 MM) ON EITHER SIDE OF THE INSIDE CORNER BETWEEN TWO ADJACENT WALL SURFACES. FIGURE 11A-9C GRAB BARS 2" MAX 2" M A X 4" - 4.8" perimeter (c) projecting objects (d) recessed objects 1 1 / 2 " MI N 1' - 0 " M I N 1 1/2" 1 1/2" (a) section through typical circular grab bar (b) non-circular cross sections 1 1/2"1 1/4" to 2" nominal diameter SEC. 1127A.7 SANITARY FACILITY SIGNS - 1127A.7 SIGNS 1127A.7.1 GENERAL. ALL ACCESSIBLE TOILET AND BATHING FACILITIES SHALL BE IDENTIFIED BY THE "INTERNATIONAL SYMBOL OF ACCESSIBILITY. " SIGNS NEED NOT BE PROVIDED FOR FACILITIES WITHIN A DWELLING UNIT OR GUESTROOM. 1127A.7.2 IDENTIFICATION SYMBOLS. DOORWAYS LEADING TO SANITARY FACILITIES (TOILET OR BATHING ROOMS) SHALL BE IDENTIFIED BY A GEOMETRIC SYMBOL IN COMPLIANCE WITH THIS SECTION. GEOMETRIC SYMBOLS SHALL BE CENTERED HORIZONTALLY ON THE DOOR AT A HEIGHT OF 58 INCHES ( 1473 MM) MINIMUM AND 60 INCHES ( 1524 MM) MAXIMUM ABOVE THE FINISH FLOOR MEASURED TO THE CENTER OF THE SYMBOL. WHEN A DOOR IS PRO442 VIDED, THE SYMBOL SHALL BE MOUNTED WITHIN 1 INCH (25 MM) OF THE VERTICAL CENTERLINE OF THE DOOR. DIRECTIONAL SIGNS INDICATING THE LOCATION OF THE NEAREST ACCESSIBLE TOILET OR BATHING ROOMS SHALL BE PROVIDED. SUCH DIRECTIONAL SIGNS SHALL COMPLY WITH SECTION 1143.5 AND SHALL INCLUDE THE INTERNATIONAL SYMBOL OF ACCESSIBILITY. EDGES OF ACCESSIBILITY SIGNAGE SHALL BE ROUNDED, CHAMFERED OR EASED. CORNERS SHALL HAVE A MINIMUM RADIUS OF 1INCH ( 3.2 MM). SEE SECTION 1143A FOR ADDITIONAL SIGNAGE REQUIREMENTS APPLICABLE TO SANITARY FACILITIES. 1127A.7.2.1 MEN'S SANITARY FACILITIES. MEN'S SANITARY FACILITIES SHALL BE IDENTIFIED BY AN EQUILATERAL TRIANGLE, 114 INCH (6.4 MM) THICK WITH EDGES 12 INCHES (305 MM) LONG AND A VERTEX POINTING UPWARD. THE TRIANGLE SYMBOL SHALL CONTRAST WITH THE DOOR, EITHER LIGHT ON A DARK BACKGROUND OR DARK ON A LIGHT BACKGROUND. 1127A.7.2.2 WOMEN'S SANITARY FACILITIES. WOMEN'S SANITARY FACILITIES SHALL BE IDENTIFIED BY A CIRCLE, 114 INCH (6.4 MM) THICK AND 12 INCHES ( 305 MM) IN DIAMETER. THE CIRCLE SYMBOL SHALL CONTRAST WITH THE DOOR, EITHER LIGHT ON A DARK BACKGROUND OR DARK ON A LIGHT BACKGROUND. 1127A.7.2.3 UNISEX SANITARY FACILITIES. UNISEX SANITARY FACILITIES SHALL BE IDENTIFIED BY A CIRCLE, 114 INCH (6.4 MM) THICK AND 12 INCHES ( 305 MM) IN DIAMETER WITH A 114 INCH (6.4 MM) THICK TRIANGLE SUPERIMPOSED ON THE CIRCLE AND WITHIN THE 12-INCH (305 MM) DIAMETER. THE TRIANGLE SYMBOL SHALL CONTRAST WITH THE CIRCLE SYMBOL, EITHER LIGHT ON A DARK BACKGROUND OR DARK ON A LIGHT BACKGROUND. THE CIRCLES SYMBOL SHALL CONTRAST WITH THE DOOR, EITHER LIGHT ON A DARK BACKGROUND OR DARK ON A LIGHT BACKGROUND. 1' - 0 " MEN'S DOOR SIGNAGE 1'-0" 1'-0 " WOMEN'S DOOR SIGNAGE UNISEX DOOR SIGNAGE 1' - 0 " SEC. 1127A.8 TOILET FIXTURES AND ACCESSORIES - 1127A.8 TOILET ROOM FIXTURES AND ACCESSORIES 1127 A.8.1 TOWEL, SANITARY NAPKINS, WASTE RECEPTACLES. WHERE TOWEL, SANITARY NAPKINS, WASTE RECEPTACLES AND OTHER SIMILAR DISPENSING AND DISPOSAL FIXTURES ARE PROVIDED, AT LEAST ONE OF EACH TYPE SHALL BE LOCATED WITH ALL OPERABLE PARTS, INCLUDING COIN SLOTS, WITHIN 40 INCHES (1016 MM)FROM THE FINISHED FLOOR. CONTROLS AND OPERATING MECHANISMS SHALL COMPLY WITH SECTION 1138A.4 (see detail XX / XXX). 1127A.8.2 TOILET TISSUE DISPENSERS. TOILET TISSUE DISPENSERS SHALL BE LOCATED ON THE WALL OR PARTITION CLOSEST TO THE WATER CLOSET, 7 INCHES ( 180 MM) MINIMUM AND 9 INCHES (230 MM) MAXIMUM IN FRONT OF THE WATER CLOSET MEASURED TO THE CENTERLINE OF THE DISPENSER. THE OUTLET OF THE DISPENSER SHALL BE BELOW THE GRAB BAR, 19 INCHES (483 MM) MINIMUM ABOVE THE FINISH FLOOR. THE OUTLET OF THE DISPENSER SHALL NOT BE LOCATED BEHIND GRAB BARS. DISPENSERS SHALL NOT BE OF A TYPE THAT CONTROLS DELIVERY OR THAT DOES NOT ALLOW CONTINUOUS PAPER FLOW. (SEE FIGURE 11A-9B) 1127A.8.3 MIRRORS. WHERE MIRRORS ARE PROVIDED, AT LEAST ONE SHALL BE ACCESSIBLE. MIRRORS LOCATED ABOVE LAVATORIES OR COUNTERTOPS SHALL BE INSTALLED WITH THE BOTTOM EDGE OF THE REFLECTING SURFACE 40 INCHES (1016 MM) MAXIMUM ABOVE THE FINISH FLOOR. MIRRORS NOT LOCATED ABOVE LAVATORIES OR COUNTERTOPS SHALL BE INSTALLED WITH THE BOTTOM EDGE OF THE REFLECTING SURFACE 35 INCHES (889 MM) MAXIMUM ABOVE THE FINISH FLOOR. 4'-6" MIN 1'-0" MAX 3'-6" MIN (a) dispensers 1' - 7 " MI N 7" - 9" ℄ ℄ 17 " - 1 9 " 33 " - 3 6 " 3' - 4 " M A X ℄ FIGURE 11A-9B (b) mirrors 3' - 4 " M A X 2' - 1 1 " M A X mirror reflective surface mirror above lavatory or countertop highest operable part within 40" of the finish floor typical 3 2 1 45 6 32 2 N . H A R B O R B L V D . SA N T A A N A , C A 9 2 7 0 3 SHEET NUMBER 2 0 2 4 0 1 0 SHEET TITLE PROJECT NUMBER REVISIONS NO.DATE NO.DATE HANNOUCHE ARCHITECTS EXPRESSLY RESERVES ITS COMMON LAW COPYRIGHT AND OTHER PROPERTY RIGHTS INHERENT IN THESE PLANS. ALL DRAWINGS, ELECTRONIC FILES, FIELD NOTES AND ASSOCIATED DOCUMENTS ARE INSTRUMENTS OF SERVICE AND ARE THE PROPERTY OF HANNOUCHE ARCHITECTS. ALL INFORMATION CONTAINED IN THESE DRAWINGS, ELECTRONIC FILES, FIELD NOTES AND ASSOCIATED DOCUMENTS IS PROJECT SPECIFIC AND SHALL NOT BE REPRODUCED, DISCLOSED, CHANGED, COPIED, OR USED OTHERWISE IN ANY FORM OR MANNER WHATSOEVER, WITHOUT FIRST OBTAINING THE EXPRESSED WRITTEN PERMISSION AND CONSENT OF HANNOUCHE ARCHITECTS. HANNOUCHE ARCHITECT c 2021 HANNOUCHE ARCHITECTS 949.261.2070 SAMIR HANNOUCHE, ARCHITECT 20250 SW ACACIA ST. #145 NEWPORT BEACH, CA 92660 PR O G R E S S S E T N O T F O R B I D O R C O N S T R U C T I O N June 17, 2024 A0.21 DWELLING ADA NOTES DETAILS SCALE: N/A SECTION 1115A EXTERIOR STAIRWAYS 1115A.1 GENERAL. EXTERIOR STAIRWAYS SERVING BUILDINGS ON A SITE CONTAINING COVERED MULTIFAMILY DWELLING UNITS SHALL COMPLY WITH THIS SECTION. 1115A.2 OPEN RISERS. OPEN RISERS ARE NOT PERMITTED ON EXTERIOR STAIRWAYS. EXCEPTIONS: 1. AN OPENING OF NOT MORE THAN INCH (12.7 MM) MAY BE PERMITTED BETWEEN THE BASE OF THE RISER AND THE TREAD. 2. RISERS CONSTRUCTED OF GRATING CONTAINING OPENINGS OF NOT MORE THAN 1/2 INCH (12.7 MM) MAY BE PERMITTED. 1115A.3 TREADS. ALL TREAD SURFACES SHALL BE SLIP RESISTANT. THREADS SHALL HAVE SMOOTH, ROUNDED OR CHAMFERED EXPOSED EDGES; AND NO ABRUPT EDGES AT THE NOSING (LOWER FRONT EDGE). 1115A.4 NOSING. NOSING SHALL NOT PROJECT MORE THAN 1114 INCHES ( 31.8 MM) PAST THE FACE OF THE RISER BELOW. RISERS SHALL BE SLOPED OR THE UNDERSIDE OF THE NOSING SHALL HAVE AN ANGLE NOT MORE THAN 30 DEGREES (0.52 RAD) FROM THE VERTICAL. (SEE FIGURE 11A-6A). 1115A.5 STRIPING FOR THE VISUALLY IMPAIRED. EXTERIOR STAIRS SERVING BUILDINGS ON A SITE CONTAINING MULTIFAMILY DWELLING UNITS SHALL HAVE THE UPPER APPROACH AND ALL TREADS MARKED BY A STRIPE PROVIDING CLEAR VISUAL CONTRAST. THE STRIPE SHALL BE A MINIMUM OF2 INCHES (50.8 TNM) WIDE TO A MAXIMUM OF4 INCHES (101.6 MM) WIDE PLACED PARALLEL TO, AND NOT MORE THAN 1 INCH (25.4 MM)FROM, THE NOSE OF THE STEP OR UPPER APPROACH. THE STRIPE SHALL EXTEND THE FULL WIDTH OF THE STEP OR UPPER APPROACH AND SHALL BE OF MATERIAL THAT IS AT LEAST AS SLIP RESISTANT AS THE OTHER TREADS OF THE STAIR. A PAINTED STRIPE SHALL BE ACCEPTABLE. 1115A.6 EXTERIOR STAIRWAY HANDRAILS. 1115A.6.1 WHERE REQUIRED. STAIRWAYS SHALL HAVE HANDRAILS ON EACH SIDE. INTERMEDIATE HANDRAILS SHALL BE LOCATED EQUIDISTANT FROM THE SIDES OF THE STAIRWAY AND COMPLY WITH SECTION 1012.9. EXCEPTION: STAIRWAYS SERVING AN INDIVIDUAL DWELLING UNIT MAY HAVE ONE HANDRAIL, EXCEPT THAT STAIRWAYS OPEN ON ONE OR BOTH SIDES SHALL HAVE HANDRAILS ON THE OPEN SIDE OR SIDES. 1115A.6.2 HANDRAIL CONFIGURATION. 1115A.6.2.1 HANDRAIL HEIGHTS. THE TOP OF HANDRAILS SHALL BE 34 TO 38 INCHES (864 TO 965 MM) ABOVE THE NOSING OF THE TREADS. 1115A.6.2.2 HANDRAIL ENDS. ENDS SHALL BE RETURNED OR SHALL TERMINATE IN NEWEL POSTS OR SAFETY TERMINALS. 1115A.6.2.3 HANDRAIL EXTENSION. HANDRAILS SHALL EXTEND A MINIMUM OF 12 INCHES ( 305 MM) BEYOND THE TOP NOSING AND 12 INCHES (305 MM), PLUS THE TREAD WIDTH, BEYOND THE BOTTOM NOSING. WHERE THE EXTENSION CREATES A HAZARD, THE TERMINATION OF THE EXTENSION SHALL BE ROUNDED OR RETURNED SMOOTHLY TO FLOOR, WALL OR POST. WHERE THE STAIRS ARE CONTINUOUS FROM LANDING TO LANDING, THE INNER RAIL SHALL BE CONTINUOUS AND NEED NOT EXTEND OUT INTO THE LANDING. (SEE FIGURES /JA-6A AND 11A-6E). 15SEC. 1115A EXTERIOR STAIRWAYS - 30° MAX 1 1/4" MAX 1 1/4" MAX FIGURE 11A-6A WARNING STRIPING AND HANDRAIL EXTENSIONS 34 " T O 3 8 " 1'-0" MIN 12" plus tread width min 34 " T O 3 8 " tread width 2" min - 4" max * 1" max *NOTE: at exterior stairs all treads are to have warning stripes per Section 1115A.5 34 " T O 3 8 " STAIRS clarification dimension line location (shown dashed) TREAD WIDTH TREAD WIDTH 1115A.6.2.4 HANDRAIL PROJECTIONS. HANDRAILS PROJECTING FROM A WALL SHALL HAVE A SPACE OF 1-1/2 INCHES (38.1 MM) BETWEEN THE WALL AND THE HANDRAIL. HANDRAILS MAY BE LOCATED IN A RECESS IF THE RECESS IS A MAXIMUM OF 3 INCHES (76.2 MM) DEEP AND EXTENDS AT LEAST 18 INCHES ( 457 MM) ABOVE THE TOP OF THE RAIL. ANY WALL OR OTHER SURFACE ADJACENT TO THE HANDRAIL SHALL BE FREE OF SHARP OR ABRASIVE ELEMENTS. (SEE FIGURE 11A6B). 1115A.6.2.5 HANDRAIL GRIPS. THE HANDGRIP PORTION OF HANDRAILS SHALL NOT BE LESS THAN 1114 INCHES (31.75 MM) NOR MORE THAN 2 INCHES ( 50.8 MM) IN CROSS-SECTIONAL DIMENSION OR THE SHAPE SHALL PROVIDE AN EQUIVALENT GRIPPING SURFACE. THE HANDGRIP PORTION OF HANDRAILS SHALL HAVE A SMOOTH SURFACE WITH NO SHARP CORNERS. EDGES SHALL HAVE A MINIMUM RADIUS OF 118 INCH (3.17 MM). HANDRAILS SHALL NOT ROTATE WITHIN THEIR FITTINGS. (SEE FIGURE 11A-6B). NOTE: FOR PUBLIC USE AREAS, PUBLIC ACCOMMODATIONS, AND PUBLIC HOUSING, SEE CHAPTER 11 B, FOR PROVISIONS OF THE DIVISION OF THE STATE ARCHITECT-ACCESS COMPLIANCE(DSA-AC). FIGURE 11A-6B HANDRAILS(c)(d) (a)(b) 1 1/4" MIN 2" MAX 1 1/2" 1 1/4" MIN 1 1/2" 1 1 / 2 " MA X 1 1 / 2 " MI N to s u i t de s i g n 1 1/2" 1 1 / 2 " MI N 18 " M I N 3" MAX 1 1/4" MIN 2" MAX 1 1/2" nominal diameter 1/8" min radius (typ) FIGURE 11A-6E STAIR HANDRAILS NOTE: inner handrail at landings of stairs that double back or immediately turn shall be continuous and shall not extend into the landing or path of travel X : extension of handrail shall be equal to the tread width plus 12" intermediate landingX X 1'-0" 1' - 0 " X1' - 0 " X 1' - 0 " floor landing do w n do w n do w n do w n down do w n do w n do w n do w n do w n inner handrail and guardrail1 1/2" inner handrail and guardrail guardrail required guardrail may be required intermediate landing guardrail required X 1' - 0 " 1' - 0 " X 1' - 0 " 1' - 0 " Xintermediate landing 1 1/2" 1 1/2"1 1/2" floor landing floor landing SECTION 1116A HAZARDS ON ACCESSIBLE ROUTES 1116A.1 WARNING CURBS. ABRUPT CHANGES IN LEVEL EXCEEDING 4 INCHES (101.6 MM) IN VERTICAL DIMENSION, SUCH AS CHANGES IN LEVEL AT PLANTERS OR FOUNTAINS LOCATED IN OR ADJACENT TO WALKS, SIDEWALKS OR OTHER PEDESTRIAN WAYS SHALL BE IDENTIFIED BY CURBS OR OTHER APPROVED BARRIERS PROJECTING AT LEAST 6 INCHES ( 152.4 MM) IN HEIGHT ABOVE THE WALK OR SIDEWALK SURFACE TO WARN THE BLIND OF A POTENTIAL DROP-OFF. EXCEPTIONS: 1. BETWEEN A WALK OR SIDEWALK AND AN ADJACENT STREET OR DRIVEWAY. 2. WHEN A GUARDRAIL OR HANDRAIL IS PROVIDED WITH EDGE PROTECTION IN ACCORDANCE WITH SECTION 1010.10.1. 1116A.2 HEADROOM CLEARANCE. WALKS, PEDESTRIAN WAYS, AND OTHER CIRCULATION SPACES, WHICH ARE PART OF THE REQUIRED EGRESS SYSTEM, SHALL HAVE A MINIMUM CLEAR HEADROOM AS REQUIRED IN SECTION 1003.2. OTHER WALKS, PEDESTRIAN WAYS, AND CIRCULATION SPACES SHALL HAVE A MINIMUM CLEAR HEADROOM OF 80 INCHES (2032 MM). IF THE VERTICAL CLEARANCE OF AN AREA ADJOINING AN ACCESSIBLE ROUTE IS REDUCED TO LESS THAN 80 INCHES (2032 MM) NOMINAL DIMENSION, A GUARDRAIL OR OTHER BARRIER HAVING ITS LEADING EDGE AT OR BELOW 27 INCHES (686 MM) ABOVE THE FINISHED FLOOR SHALL BE PROVIDED. EXCEPTION: DOORWAYS AND ARCHWAYS LESS THAN 24 INCHES (610 MM) IN DEPTH MAY HAVE A MINIMUM CLEAR HEADROOM OF 80 INCHES (2032 MM) NOMINAL. (SEE SECTION 1126A.) 1116A.3 OVERHANGING OBSTRUCTIONS. ANY OBSTRUCTION THAT OVERHANGS A PEDESTRIAN WAY SHALL BE A MINIMUM OF 80 INCHES (2032 MM) ABOVE THE WALKING SURFACE AS MEASURED FROM THE BOTTOM OF THE OBSTRUCTION. (SEE FIGURE 11 A -1 B.) WHERE A GUY SUPPORT IS USED PARALLEL TO A PATH OF TRAVEL, INCLUDING, BUT NOT LIMITED TO, SIDEWALKS, A GUY BRACE, SIDEWALK GUY OR SIMILAR DEVICE SHALL BE USED TO PREVENT AN OVERHANGING OBSTRUCTION (SEE SECTION 1116A.2 FOR REQUIRED HEADROOM CLEARANCE). 1116A.4 FREE-STANDING SIGNS. WHEREVER SIGNS MOUNTED ON POSTS OR PYLONS PROTRUDE FROM THE POST OR PYLONS AND THE BOTTOM EDGE OF THE SIGN IS LESS THAN 80 INCHES (2032 MM) ABOVE THE FINISHED FLOOR OR GROUND LEVEL, THE EDGES OF SUCH SIGNS SHALL BE ROUNDED OR EASED AND THE CORNERS SHALL HAVE A MINIMUM RADIUS OF 0.125 INCHES (SEE SECTION 1116A.2 FOR REQUIRED HEADROOM CLEARANCE). 16SEC. 1116A HAZARDS ON ACCESSIBLE ROUTES - FIGURE 11A-1B HEADROOM CLEARANCE AND OVERHANGING PROJECTION EGRESS HEADROOM CLEARANCE 2' - 3 " M A X 6' - 8 " M I N ov e r h a n g i n g o b s t r u c t i o n 6' - 8 " M I N C L E A R guard or barrier rail 7' - 0 " M I N he a d r o o m c l e a r a n c e SEC. 1118A EGRESS AND AREAS OF REFUGE - SECTION 1118A EGRESS AND AREAS OF REFUGE 1118A.1 GENERAL. INCLUDING BUT NOT LIMITED TO THE REQUIREMENTS CONTAINED IN THIS CHAPTER FOR ACCESSIBLE ROUTES, SIGNAGE AND EMERGENCY WARNING SYSTEMS IN BUILDINGS OR PORTIONS OF BUILDINGS REQUIRED TO BE ACCESSIBLE SHALL BE PROVIDED WITH ACCESSIBLE MEANS OF EGRESS AS REQUIRED BY CBC CHAPTER 10. (SEE SECTION 1007.) GROUND LEVEL / PARKING 88 ' - 1 0 " OV E R A L L 129'-10" OVERALL 3/ A 5 . 2 2/ A 5 . 1 1/A5.2 1/ A 5 . 1 2/A5.2 3/A6.2 88 ' - 1 0 " OV E R A L L 129'-10" OVERALL 4/ A 5 . 2 3 D0.4 6 D0.4 9 D0.4 15 D0.4 12 D0.4 UP 2 6 R @6 . 9 " E A . UP TEXT EXT 10" 8" WALL 12 " C O N C R E T E W A L L HC EV HC HC ACCESSIBLE VAN 2 14 3 5 6 7 8 11 10 9 12 13 22 21 20 19 18 17 16 15 14 STAIR 2 OPEN TO ABOVE NO PARKINGNO PARKING OPEN TO ABOVE OPEN TO SKY LOBBY 14'-1" ELEV.ELEV. MECH. 14'-1" STAIR 1 ELEC. ROOM 14'-1" BOILER ROOM 14'-1" WASTE ROOM 14'-1" STORAGE ROOM 14'-1" GARAGE TRASH TRUCK PICK UP DIAGRAM FIRE ACCESS DIAGRAM 65'-11 2" N. H A R B O R B L V D . N. H A R B O R B L V D . 5' - 6 " 6'-0"6'-0" 5' - 5 1 2" 12'-0" DEDICATION 28 ' - 0 " 20 ' - 0 " 94'-11" 6' - 0 " 6'-4" 6'-5" 25 ' - 0 " 28 ' - 0 " 9' - 0 " 9' - 0 " 4' - 0 " 5' - 0 " 2' - 1 1 1 2" 5' - 0 " 27 ' - 8 " 25 ' - 0 " 26 ' - 6 " 82'-11" 46 ' - 0 " R4 2 ' - 0 " R42 ' - 0 " 38 ' - 0 " R4 2 ' - 0 " R42'- 0 " 42'- 0 " NOTE: ·THE PROJECT REQUIRES A MINIMUM COMBINED TRASH AND RECYCLING BIN SERVICE LEVEL OF 0.5 CUBIC YARDS (CY) PER RESIDENTIAL UNIT, PER SAMC SEC. 16-37 AND FOOD WASTE BIN SERVICE LEVEL OF 0.02 CUBIC YARDS (CY) OF FOOD WASTE PER RESIDENTIAL UNIT, PER SB 1383. ·FOR ANY PROPERTIES UTILIZING TRASH CHUTES, THERE MUST BE AT LEAST 3 CHUTES, ONE FOR EACH OF THE FOLLOWING: TRASH, RECYCLING, AND FOOD WASTE. ·MINIMUM 40' X 16' WIDE STAGING AREA SHALL BE AVAILABLE ON SERVICE DAYS FROM 6 A.M. TO 6 P.M. ·MINIMUM VERTICAL CLEARANCE OF 25' AT THE STAGING AREA FOR BIN SERVICE CLEARANCE. ·MINIMUM 13' VERTICAL CLEARANCE FOR SCOUT TRUCK. ·ALL STAGING AREAS ARE TO BE ONSITE. NO STREET STAGING IS PERMITTED. ·42' ON A 90-DEGREE TURN RADIUS ·ALL DRIVEWAY AND STAGING AREAS MUST BE ABLE TO SUSTAIN A MINIMUM GROSS WEIGHT OF 60,000 LBS. PER VEHICLE. ·MAXIMUM SIZE OF BIN SHALL BE 4 CUBIC YARDS. ·MAXIMUM NUMBER OF PICK-UPS IS 2 TIMES PER WEEK FOR RESIDENTIAL PROJECTS ONLY. STANDARD REQUIREMENTS FOR ALL PROJECTS: ·VEHICLES MUST BE ABLE TO SAFELY ENTER AND EXIT THE PROPERTY. ·TYPICAL COLLECTION TRUCK DIMENSIONS ARE 10’3’’ WIDE X 32’8’ LONG. ·MINIMUM OF BOTH 42’ ON A 90-DEGREE TURN RADIUS AND AN 11’6” LANE WIDTH FOR TURN RADIUS; MEASURED FROM OUTSIDE OF THE VEHICLE RADIUS. ·THE DEVELOPMENT SITE PLAN MUST DEPICT TRASH TRUCK TURNING RADIUS ON ALL PROPOSED INTERNAL CORNERS. ·ELIMINATE ALL INSTANCES REQUIRING TRUCK BACKING. THREE-POINT TURNS ARE ALLOWED, AS PERMITTED BY THE CITY. ·ALL DRIVEWAY AND STAGING AREAS MUST BE ABLE TO CARRY A MINIMUM OF 60,000-POUNDS GROSS VEHICLE WEIGHT. ·MINIMUM 40’ X 16’ WIDE STAGING AREA AVAILABLE ON SERVICE DAYS (MONDAY – SATURDAY) FROM 6 A.M. TO 6 P.M. ·MINIMUM VERTICAL CLEARANCE OF 25’ AT THE STAGING AREA FOR SERVICING OF CONTAINERS. ·ROLLOUT SERVICE CONSISTING OF THE MANUAL MOVEMENT OF CONTAINERS BY REPUBLIC SERVICES EMPLOYEES FROM WHERE THEY RESIDE, TO THE SERVICE LOCATION AND RETURN, REQUIRES A LEVEL PATH OF TRAVEL WITH NO SIGNIFICANT ELEVATION CHANGES. ·MAXIMUM BIN SIZE IS FOUR CUBIC YARDS. SENATE BILL 1383 AND CITY OF SANTA ANA MUNICIPAL CODE: ·SENATE BILL 1383 REQUIRES ALL RESIDENTS, BUSINESSES, AND MULTIFAMILY PROPERTIES TO PARTICIPATE IN ORGANICS RECYCLING. THE CITY OF SANTA ANA MUNICIPAL CODE CHAPTER 16 – GARBAGE, TRASH, AND WEEDS REFLECTS THESE AND OTHER MANDATORY REQUIREMENTS. ·ALL REQUIREMENTS MUST BE NOTED ON THE FINAL SITE PLAN SUBMITTED TO THE CITY. THE CITY MAY INCLUDE OTHER CONDITIONS PRIOR TO FINAL APPROVAL. ADDITIONAL REQUIREMENTS FOR MULTIFAMILY PROJECTS: ·THE MAXIMUM NUMBER OF PICKUPS IS TWO TIMES PER WEEK. ·ENCLOSURE MUST BE OF ADEQUATE SIZE FOR THE STORAGE AND COLLECTION OF ALL CONTAINERS. ·MINIMUM REQUIREMENT OF ½ CUBIC YARD OF COMBINED TRASH, RECYCLING, AND ORGANICS SERVICE PER WEEK PER RESIDENTIAL UNIT. ·SCOUT SERVICE CONSISTING OF A SPECIAL REPUBLIC SERVICES PASSENGER-SIZED VEHICLE TRANSPORTING BINS FROM WHERE THEY RESIDE, TO THE SERVICE LOCATION AND RETURN, REQUIRES A MINIMUM 8’2” VERTICAL CLEARANCE. STAGING OF BINS IN THE PUBLIC RIGHT–OF–WAY IS PROHIBITED. 32 2 N . H A R B O R B L V D . SA N T A A N A , C A 9 2 7 0 3 SHEET NUMBER 2 0 2 4 0 1 0 SHEET TITLE PROJECT NUMBER REVISIONS NO.DATE NO.DATE HANNOUCHE ARCHITECTS EXPRESSLY RESERVES ITS COMMON LAW COPYRIGHT AND OTHER PROPERTY RIGHTS INHERENT IN THESE PLANS. ALL DRAWINGS, ELECTRONIC FILES, FIELD NOTES AND ASSOCIATED DOCUMENTS ARE INSTRUMENTS OF SERVICE AND ARE THE PROPERTY OF HANNOUCHE ARCHITECTS. ALL INFORMATION CONTAINED IN THESE DRAWINGS, ELECTRONIC FILES, FIELD NOTES AND ASSOCIATED DOCUMENTS IS PROJECT SPECIFIC AND SHALL NOT BE REPRODUCED, DISCLOSED, CHANGED, COPIED, OR USED OTHERWISE IN ANY FORM OR MANNER WHATSOEVER, WITHOUT FIRST OBTAINING THE EXPRESSED WRITTEN PERMISSION AND CONSENT OF HANNOUCHE ARCHITECTS. HANNOUCHE ARCHITECT c 2021 HANNOUCHE ARCHITECTS 949.261.2070 SAMIR HANNOUCHE, ARCHITECT 20250 SW ACACIA ST. #145 NEWPORT BEACH, CA 92660 May 9, 2025 1 CORR 12/10/24 BLDG A CORR 3/18/25 OCFA 2 CORR 4/09/25 BLDG DATE SIGNED2 3 CORR 5/09/25 BLDG FIRE ACCESS / TRASH TRUCK STAGING AFTER DEDICATION LEGEND PROPOSED TRANSFORMER 150' FIRE DEPT. HOSE PULL EXISTING FIRE HYDRANT COLORED STAMPED CONCRETE DRIVE RESCUE WINDOW LOCATIONS A0.3 FIRE ACCESS / TRASH TRUCK STAGING AFTER DEDICATION SCALE: N/A NO R T H NO R T H STEEL DOOR PER SCHEDULE PE R S C H E D U L E PE R S C H E D U L E PER SCHEDULEPER SCHEDULE 2' - 6 " 5' - 6 " 1' - 0 " 2' - 0 " 11 ' - 0 " 3'-0" PER SCHEDULE PE R S C H E D U L E PE R S C H E D U L E WOOD PER SCHEDULE PE R S C H E D U L E WOOD PER SCHEDULE PE R S C H E D U L E ELEVATOR FIRE DOOR PER ELEV. MANUF. PE R S C H E D U L E ELEVATOR CAR DOOR BY ELEV. MANUF. TYPE DTYPE CTYPE BTYPE A TYPE F STEEL DOOR WITH LOUVER TYPE G TYPE H TYPE K TYPE L ALUMIMUMSTEEL DOOR FIRE RATED DOOR ALUMIMUM STOREFRONT WOOD PER SCHEDULE PE R S C H E D U L E TYPE J STEEL DOOR WITH LOUVER PE R S C H E D U L E PER SCHEDULE TYPE M ALUMIMUM PER SCHEDULE PE R S C H E D U L E PER SCHEDULE PE R S C H E D U L E PER SCHEDULE PE R S C H E D U L E TYPE N WOOD REQUIRED VENTILATION LOUVER W/ MIN. 100 SQ. IN 3 D3.1 2 2 3 5 7 1 2 3 5 7 1 2 3 5 1 2 3 5 1 2 3 5 7 2 3 5 7 2 3 5 7 1 1 1 2 3 5 71 2 3 5 71 2 3 5 71 1 2 3 5 71 2 3 5 71 2 5 71 32 2 N . H A R B O R B L V D . SA N T A A N A , C A 9 2 7 0 3 SHEET NUMBER 2 0 2 4 0 1 0 SHEET TITLE PROJECT NUMBER REVISIONS NO.DATE NO.DATE HANNOUCHE ARCHITECTS EXPRESSLY RESERVES ITS COMMON LAW COPYRIGHT AND OTHER PROPERTY RIGHTS INHERENT IN THESE PLANS. ALL DRAWINGS, ELECTRONIC FILES, FIELD NOTES AND ASSOCIATED DOCUMENTS ARE INSTRUMENTS OF SERVICE AND ARE THE PROPERTY OF HANNOUCHE ARCHITECTS. ALL INFORMATION CONTAINED IN THESE DRAWINGS, ELECTRONIC FILES, FIELD NOTES AND ASSOCIATED DOCUMENTS IS PROJECT SPECIFIC AND SHALL NOT BE REPRODUCED, DISCLOSED, CHANGED, COPIED, OR USED OTHERWISE IN ANY FORM OR MANNER WHATSOEVER, WITHOUT FIRST OBTAINING THE EXPRESSED WRITTEN PERMISSION AND CONSENT OF HANNOUCHE ARCHITECTS. HANNOUCHE ARCHITECT c 2021 HANNOUCHE ARCHITECTS 949.261.2070 SAMIR HANNOUCHE, ARCHITECT 20250 SW ACACIA ST. #145 NEWPORT BEACH, CA 92660 May 9, 2025 1 CORR 12/10/24 BLDG A CORR 3/18/25 OCFA 2 CORR 4/09/25 BLDG DATE SIGNED2 3 CORR 5/09/25 BLDG Remarks(W X H) DOOR SCHEDULE Sym.Type Rating Fire Material A5'-0" x 8'-0" Thk. 1-3/4" A0.30 DOOR SCHEDULE SCALE: N/A 1 3 4 5 6 7 8 9 10 11 21 22 23 25A 27 31 32 33 34 35A 35B 36 37 2 DOOR TYPES Finish REMARKS FLOOR STOP (DOME TYPE) DOOR MUST BE SELF-CLOSING/AUTOMATIC PANIC HARDWARE LOCKABLE LATCH & LOCKABLE TIGHT-FITTING, SMOKE-GASKETED DOORS CANNOT BE LOCKED DOOR NOTES LEGEND DOOR MATERIAL SC SOLID CORE WOOD AL/G ALUMINUM/ GLASS ST FINISHES ST STAIN FF FACTORY FINISH PT PAINT FRAME MATERIAL WD WOOD AL ALUMINUM MTL METAL ST STEEL 4.ALL FIRE-RATED DOORS MUST BE SELF OR AUTOMATIC CLOSING. 5.FOR ADDITIONAL INFORMATION ON DOORS, HARDWARE, GLAZING AND RELATED ITEMS TO BE DETERMINED BY OWNER. 6.PROVIDE SAFETY GLASS AS REQUIRED BY C.B.C. 2022 SECTION 2406.3, 2406.4 INDICATED ON THE BUILDING PLANS AND SHALL BE PERMANENTLY LABELED SAFETY GLAZING. IN ADDITION, PROVIDE TEMPERED AND SAFETY GLASS AN INDICATED IN SPECIFICATION SECTION 08800. 7.COORDINATE LOCK SYSTEMS ON DOORS IN COMMON AREAS AS DETERMINED BY OWNER. 8.ALL DOOR HARDWARE SHALL BE LEVER TYPE, U.N.O. 9.FORCE REQUIRED TO OPERATE INTERIOR DOORS SHALL BE 5 POUNDS. 10.FORCE REQUIRED TO OPERATE EXTERIOR DOORS SHALL BE 5 POUNDS. 11.FORCE REQUIRED TO OPERATE FIRE-RATED DOORS (CORRIDORS, OCCUPANCY SEPARATIONS, STAIRWAY ENCLOSURES, ETC.) SHALL BE 5 POUNDS. 12.ALL EXITS TO BE OPERABLE FROM INSIDE WITHOUT USE OF KEY OR SPECIAL KNOWLEDGE OR EFFORT PER 2022 C.B.C. 13.ALL EXTERIOR DOORS SHALL HAVE A MAXIMUM THRESHOLD OF 1/2" AND COMPLY WITH CBC 1126A.2 AND CHAPTER 11B-404.2.5. 14.UPON RELEASE OF THE HOLD-OPEN MECHANISM, THE LEAF BECOMES SELF-CLOSING 15.THE RELEASE DEVICE IS DESIGNED SO THAT THE LEAF INSTANTLY RELEASES MANUALLY AND , UPON RELEASE, BECOMES SELF-CLOSING, OR THE LEAF CAN BE READILY CLOSED. 16.THE AUTOMATIC RELEASING MECHANISM OR MEDIUM IS ACTIVATED BY THE OPERATION OF APPROVED SMOKE DETECTORS INSTALLED IN ACCORDANCE WITH THE REQUIREMENTS FOR SMOKE DETECTORS FOR DOOR LEAF RELEASE SERVICE IN NFPA 72. 17.UPON LOSS OF POWER TO THE HOLD-OPEN DEVICE, THE HOLD-OPEN MECHANISM IS RELEASED AND THE DOOR LEAF BECOMES SELF-CLOSING. 18.THE RELEASE BY MEANS OF SMOKE DETECTION OF ONE DOOR LEAF IN A STAIR ENCLOSURE RESULTS IN ALL DOOR LEAFS SERVING THAT DOOR. 19.PANIC HARDWARE SHALL CONTAIN A MIN. OF TWO (2) LOCKING POINTS ON EACH DOOR, ONE (1) LOCATED AT THE HEADER, THE OTHER AT THE THRESHOLD OF THE DOOR 20.ON SINGLE DOORS, PANINC HARDWARE MAY HAVE ONE (1) LOCKING POINT WHICH IS NOT TO BE LOCATED AT EITHER THE TOP OR BOTTOM RAILS OF THE DOOR FRAME. 21.DOUBLE DOORS CONTAINING PANIC HARDWARE SHALL HAVE A FULL LENGTH STEEL ASTRAGAL ATTACHED TO THE DOORS AT THEIR MEETING POINT WHICH WILL CLOSE THE OPENING BETWEEN THEM BUT NOT INTERFERE WITH THE OPERATION OF EITHER DOOR WD WOOD STEEL DOOR NOTES 1.ALL METAL DOOR/FRAMES AND METAL ACCESSORIES SHALL BE GALVANIZED AND NON-CORROSIVE METAL INCLUDING ITS ACCESSORIES. ALL ACCESSORIES TO BE POLISHED STAINLESS STEEL AND NON-CORROSIVE MATERIALS. 2.ALL DOORS & WATERPROOFING MEMBRANE SHALL BE INSTALLED PER DOOR MANUFACTURER'S SPECS. 3.NO SHOWER DOOR AT ACCESSIBLE ROLL-IN SHOWERS. (OPTION ACCESSIBLE COMPLIANT SAFETY GLASS ENCLOSURE) 2 1 3 4 5 6 7 8 10 9 PROVIDE MIN. 10" KICK PLATE (NON-CORROSIVE) ON PUSH SIDE METAL FLUSHBOLTS MIN. EMBEDMENT OF 5/8" INTO THE HEAD AND THRESHOLD OF THE DOOR FRAME STRIKEPLATES MIN. 16 GA STEEL, MIN. OF 3 1/2" INCHES IN LENGTH AND SECURE TO THE JAMB WITH SCREWS A MIN. OF 2 1/2" INCHES IN LENGTH. 11 FRONT EXTERIOR DOOR EQUIPPED WITH WIDE ANGLE ONE HUNDRED EIGHTY (180) DEGREE DOOR VIEWER. Door size DOOR Door FF B3'-0" x 8'-0"1-3/4"FF 90 MIN. FIRE D3'-0" x 8'-0"1-3/4"FFST FRAME Material Finish AL AL/G AL Location LOBBY LOBBY STAIR 1 1 ELEV. MECH BOILER ELEC. ROOM WASTE RM. STORAGE 3'-0" x 8'-0" PAIR 3'-0" x 8'-0" 3'-0" x 8'-0" 3'-0" x 8'-0" 3'-0" x 8'-0" WASTE RM.PAIR 4'-0" x 8'-0" 1-3/4" 1-3/4" 1-3/4" 1-3/4" 1-3/4" 1-3/4" G D G F G F FFST FFST FFST FFST FFST FFST FF FF FF FF FF FF FF FF FF SECOND LEVEL GROUND LEVEL D3'-0" x 8'-0"1-3/4"IDF D3'-0" x 8'-0"1-3/4"FFSTSTAIR 1 FF FFST FF WASTE IDF ROOM STAIR 3 STAIR 3 3'-0" x 8'-0" PAIR 2'-6" x 8'-0" 24 25B IDF ROOM PAIR 2'-6" x 8'-0" 3'-0" x 8'-0" 3'-0" x 8'-0" 26A 26B THIRD LEVEL L3'-6" x 7'-0"1-3/4"ELEVATOR FF 90 MIN. FIRESTMTLFF SMOKE DOOR RATED D1-3/4"FFST FF D1-3/4"FFST FF D1-3/4"FFST FF D1-3/4"FFST FF D1-3/4"FFST FF L3'-6" x 7'-0"1-3/4"ELEVATOR FF 90 MIN. FIRESTFF SMOKE DOOR RATED 90 MIN. FIRE 45 MIN. FIRE 45 MIN. FIRE D3'-0" x 8'-0"1-3/4"IDF D3'-0" x 8'-0"1-3/4"FFSTSTAIR 1 FF FFST FF WASTE IDF ROOM STAIR 3 3'-0" x 8'-0" PAIR 2'-6" x 8'-0" IDF ROOM PAIR 2'-6" x 8'-0" 3'-0" x 8'-0" D1-3/4"FFST FF D1-3/4"FFST FF D1-3/4"FFST FF D1-3/4"FFST FF L3'-6" x 7'-0"1-3/4"ELEVATOR FF 90 MIN. FIRESTFF SMOKE DOOR RATED 90 MIN. FIRE 45 MIN. FIRE UNIT U1 ENTRY 3'-6" x 8'-0"D1-3/4" U2 U3 U4 U5 FFST FF 20 MIN. FIRE BATH 3'-0" x 6'-8"H1-3/4" AL/G FFWD WD FF BEDROOM 3'-0" x 6'-8"H1-3/4"FFWD WD FF LAUNDRY 3'-0" x 6'-8"N1-3/4"FFWD WD FF PANTRY 3'-0" x 6'-8"H1-3/4"FFWD WD FF PANTRY 2'-0" x 6'-8"H1-3/4"FFWD WD FF WALK IN CLO.3'-0" x 6'-8"H1-3/4"FFWD WD FF U6 U7 CLOSET 2'-6" x 6'-8"H1-3/4"FFWD WD FFU8 BALCONY 2'-6" x 8'-0"1-3/4"U9 C AL/G ALFF FF CLOSET 6'-0" x 6'-8"1-3/4"U10 K FFWD WD FF C1 ENTRY 3'-0" x 8'-0"D1-3/4"FFST HM FF 20 MIN. FIRE C2 ENTRY 3'-0" x 8'-0"C1-3/4" C3 ENTRY PAIR 3'-0" x 8'-0"M1-3/4" AL/G ALFF FF AL/G ALFF FF POWDER 3'-0" x 6'-8"H1-3/4"FFWD WD FFC4 C5 OFFICE 3'-0" x 6'-8"H1-3/4"FFWD WD FF C6 CLOSET PAIR 2'-6" x 6'-8"J1-3/4"FFWD WD FF F1 ENTRY 3'-0" x 8'-0"D1-3/4"FFST HM FF 20 MIN. FIRE Remarks(W X H)Sym.Type Rating Fire MaterialThk.Finish Door size DOOR Door FRAME Material FinishLocation 41 42 43 44 45A 45B 46 47 FOURTH LEVEL 1 D3'-0" x 8'-0"1-3/4"ELEV. LOBBY D3'-0" x 8'-0"1-3/4"FFSTSTAIR 1 FF FFST FF WASTE IDF ROOM STAIR 3 3'-0" x 8'-0" PAIR 2'-6" x 8'-0" IDF ROOM PAIR 2'-6" x 8'-0" 3'-0" x 8'-0" D1-3/4"FFST FF D1-3/4"FFST FF D1-3/4"FFST FF D1-3/4"FFST FF L3'-6" x 7'-0"1-3/4"ELEVATOR FF 90 MIN. FIRESTFF SMOKE DOOR RATED 90 MIN. FIRE 45 MIN. FIRE COMMUNITIES & FITNESS ROOMCF 2 6 2 3 5 71 3 5 71 9 10 10 10 10 10 10 10 10 4 5 106 6 6 6 6 10 10 8 6 6 6 6 6 6 6 6 10 10 10 10 10 10 10 10 11 11 6 6 8 8 8 8 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 8 10 10 10 10 10 10 10 10 10 10 10 10 10 2 11 2 6 6 6 6 6 6 REFERED TO SHEETS TO A0.32 THRU A0.34 FOR ADDITIONAL INFORMATION FROM BUILDING SECURITY REGULATION 2 MTL MTL MTL MTL MTL MTL MTL MTL MTL MTL MTL MTL MTL MTL MTL MTL MTL MTL MTL MTL MTL MTL MTL MTL MTL MTL MTL MTL MTL MTL 5' - 6 " 8' - 0 " 3' - 0 " 5' - 0 " 8' - 0 " 3' - 0 " 5' - 0 " 11 ' - 0 " 2' - 6 " 5' - 6 " 1' - 0 " 2' - 0 " 11 ' - 0 " 11 ' - 0 " 1' - 6 " 9' - 6 " 9' - 6 " 8' - 0 " 1' - 6 " 1' - 6 " 9' - 6 " 2' - 6 " 5' - 0 " 2' - 0 " 9' - 6 " OPEN WINDOW SCREEN AT PARKING GARAGE 5' - 6 " EQ.EQ.EQ. 9'-0" 2'-6"3'-0" 5'-0" EQ.EQ.2'-0"3'-0" EQ.EQ. 5'-0" 4' - 0 " 1' - 6 " 5' - 6 " 4' - 0 " 1' - 6 " 5' - 6 " 5' - 6 " 4' - 0 " 1' - 6 " 5' - 6 " 7' - 0 " 4' - 2 " 2' - 1 0 " 5' - 6 " 4' - 0 " 1' - 6 " 1A 1B 1C 1D 1E 1F 1G 1H 1Q 1S 1T 1U 1V 9'-0" EQ.EQ.EQ.EQ.EQ.EQ. 6'-0"9'-0" 5'-0" 3'-0"EQ.EQ. EQ.EQ.EQ. 8' - 0 " 1J 1K 1L 1N 1P 8' - 0 " 2' - 3 " 2' - 3 " 8' - 0 " 2' - 0 " 4' - 6 " 8' - 0 " 4' - 6 " 8' - 0 " 4' - 0 " 1' - 6 " 8' - 0 " 8' - 0 " 8' - 0 " 8' - 0 " 3'-0"6'-0"6'-0" 6'-0"9'-0" C D EAB 2'-0" 4'-0" EQ.EQ. 5'-0" EQ.EQ.3'-0" 9'-0" EQ.EQ.EQ. 5'-0" 2' - 0 " 1' - 0 " 6' - 6 " 11 ' - 0 " 2' - 0 " 1' - 0 " 8' - 0 " 4' - 6 " EQ.EQ.EQ.EQ.EQ. EQ.EQ.EQ.EQ. 11 ' - 0 " 2' - 0 " 1' - 0 " 6' - 6 " 11 ' - 0 " 2' - 0 " 1' - 0 " 6' - 6 " 5' - 6 " 2' - 6 " 2' - 6 " 5' - 0 " 2' - 0 " 2' - 0 " 1' - 0 " 5' - 6 " 2' - 6 " LEVEL 3 & 4 LEVEL 2 LEVEL 2 LEVEL 3 & 4 LEVEL 3 & 4 LEVEL 3 & 4 LEVEL 3 & 4 LEVEL 2, 3 & 4 LEVEL 3 & 4 LEVEL 3 & 4 LEVEL 2, 3 & 4 LEVEL 2 LEVEL 2 LEVEL 2 LEVEL 1 LEVEL 1 LEVEL 1 LEVEL 1 T.T.T.T.T.T. T.T.T. 90 MIN FIRE RATED WINDOW 45 MIN FIRE RATED WINDOW 90 MIN FIRE RATED WINDOW 1M1 8' - 0 " 5' - 0 " 3'-0" 1P1 LEVEL 2 COMMUNITY OFFICE 6 D2.1 4 D2.2 5 D2.2 6 D2.2 3 D2.1 5 D2.2 10 D2.1 12 D2.1 11 D2.1 5 D4.1 9 D2.1 7 D2.1 8 D2.1 9 D2.3 4 D2.3 8 D2.3 7 D2.3 5 D2.3 6 D2.3 L3L3&L4 L3 L4 L3&L4 L4 4 D2.1 5 D2.2 4 D2.1 5 D2.1 L3&L4 L2 5 D4.1 5 D4.1 6 D2.1 4 D2.1 5 D2.1 3 D2.1 4 D2.1 L4 L3 L4 L3 3 D2.2 L3&4 2 D2.2 L4 4 D2.1L3 L3 4 D2.2 L4 4' - 0 " 3'-0" 1M2 7' - 6 " LEVEL 2 4 D2.1 6 D2.1 5 D2.1 3'-0" 5' - 0 " 1C1 7' - 6 " LEVEL 3 & 4 8' - 0 " 8' - 0 " 4' - 6 " 1R 8' - 0 " 5'-0" EQ.EQ. LEVEL 2 90 MIN FIRE RATED WINDOW 1 D2.3 3 D2.3 2 D2.3 1 D2.3 3 D2.3 2 D2.3 45 MIN FIRE RATED WINDOW 2'-6" 5' - 0 " 1C2 8' - 0 " LEVEL 3 45 MIN FIRE RATED WINDOW 6 D2.2 5 D2.2 4 D2.2 4' - 6 " 3'-0" 1M3 8' - 0 " LEVEL 2 9 D2.2 8 D2.2 7 D2.2 8' - 0 " 5' - 0 " 3'-0" 5'-0" EQ.EQ. 1L1 4' - 6 " 8' - 0 " LEVEL 2 3 D2.1 4 D2.1 5 D2.1 COMMUNITY OFFICE 2' - 6 " 2 COMMUNITY OFFICE LEVEL 2 REMARKS E TEMPERED GLASS EGRESS WINDOW T WINDOW NOTES LEGEND FINISHES ST STAIN FF FACTORY FINISH PT PAINT FRAME MATERIAL WD WOOD AL ALUMINUM HM HOLLOW METAL ST STEEL 1.WINDOWS OCCURRING AT SLEEPING ROOMS, WHEN USED AS EGRESS, SHALL PROVIDE THE MINIMUM NET CLEAR OPENING REQUIRED BY CBC SECTION 1025 FOR EMERGENCY ESCAPE AND RESCUE. MINIMUM CLEAR WIDTH = 20", HEIGHT = 24", OPENING AREA = 57 SQ. FT., AND MAXIMUM OPENING HEIGHT FROM FLOOR = 44". 2.ALL WATERPROOFING MEMBRANE SHALL BE INSTALLED PER WINDOW MANUFACTURER'S SPECIFICATIONS. 3.WINDOWS SHOWN HERE REFLECT STANDARD ORIENTATION PLAN. REFER TO OVERALL BUILDING PLANS AND EXTERIOR ELEVATIONS FOR REVERSE CONDITIONS. 4.FIELD VERIFY ALL ROUGH OPENING IN FIELD AND SUBMIT SCHEDULE AND SHOP DRAWINGS TO GENERAL CONTRACTOR FOR APPROVAL. 5.PROVIDE SAFETY GLASS AS REQUIRED BY C.B.C. SECTION 2406.3, 2406.4 INDICATED ON THE BUILDING PLANS AND SHALL BE PERMANENTLY LABELED SAFETY GLAZING. IN ADDITION, PROVIDE TEMPERED AND SAFETY GLASS AS INDICATED IN SPECIFICATIONS SECTION 08800. 6.ALL WINDOWS SHALL BE DOUBLE GLAZING OR ACOUSTICALLY RATED AS REQUIRED PER T-24 AND ACOUSTICAL NOTES, WHETHER IT IS INDICATED ON THIS SCHEDULE OR NOTE. 7.GLAZING WITHIN 24" OF EITHER SIDE OF ANY DOOR GREATER THAN 9 SQ. FT. IN AREA WITH BOTTOM EDGE LESS THAN 18" ABOVE AND WITHIN 36" HORIZONTALLY, OR A WALKING SURFACE SHALL BE SAFETY GLAZED PER C.B.C. 2406. VYL VINYL GROUND LEVELGL 2ND LEVELL2 3RD LEVELL3 4TH LEVELL4 32 2 N . H A R B O R B L V D . SA N T A A N A , C A 9 2 7 0 3 SHEET NUMBER 2 0 2 4 0 1 0 SHEET TITLE PROJECT NUMBER REVISIONS NO.DATE NO.DATE HANNOUCHE ARCHITECTS EXPRESSLY RESERVES ITS COMMON LAW COPYRIGHT AND OTHER PROPERTY RIGHTS INHERENT IN THESE PLANS. ALL DRAWINGS, ELECTRONIC FILES, FIELD NOTES AND ASSOCIATED DOCUMENTS ARE INSTRUMENTS OF SERVICE AND ARE THE PROPERTY OF HANNOUCHE ARCHITECTS. ALL INFORMATION CONTAINED IN THESE DRAWINGS, ELECTRONIC FILES, FIELD NOTES AND ASSOCIATED DOCUMENTS IS PROJECT SPECIFIC AND SHALL NOT BE REPRODUCED, DISCLOSED, CHANGED, COPIED, OR USED OTHERWISE IN ANY FORM OR MANNER WHATSOEVER, WITHOUT FIRST OBTAINING THE EXPRESSED WRITTEN PERMISSION AND CONSENT OF HANNOUCHE ARCHITECTS. HANNOUCHE ARCHITECT c 2021 HANNOUCHE ARCHITECTS 949.261.2070 SAMIR HANNOUCHE, ARCHITECT 20250 SW ACACIA ST. #145 NEWPORT BEACH, CA 92660 May 9, 2025 1 CORR 12/10/24 BLDG A CORR 3/18/25 OCFA 2 CORR 4/09/25 BLDG DATE SIGNED2 3 CORR 5/09/25 BLDG WINDOW SCHEDULE Sy m b o l A0.31 WINDOW SCHEDULE SCALE: N/A WINDOW TYPES WINDOW SIZE 1A 1B 1C 1D 1E 1F 1G 1H 1J 1K 1L 1M 1N 1P 1Q 1R 1S 1T 1U 1V SEE WINDOW TYPES FOR DIMENSIONS SEE WINDOW TYPES FOR DIMENSIONS SEE WINDOW TYPES FOR DIMENSIONS SEE WINDOW TYPES FOR DIMENSIONS SEE WINDOW TYPES FOR DIMENSIONS SEE WINDOW TYPES FOR DIMENSIONS SEE WINDOW TYPES FOR DIMENSIONS SEE WINDOW TYPES FOR DIMENSIONS SEE WINDOW TYPES FOR DIMENSIONS SEE WINDOW TYPES FOR DIMENSIONS SEE WINDOW TYPES FOR DIMENSIONS SEE WINDOW TYPES FOR DIMENSIONS SEE WINDOW TYPES FOR DIMENSIONS SEE WINDOW TYPES FOR DIMENSIONS SEE WINDOW TYPES FOR DIMENSIONS SEE WINDOW TYPES FOR DIMENSIONS SPECIFICATION LOW E - COATING 0.38 0.25 RemarksGLAZINGWINDOW SIZE U-VALUE SHGC MA T E R I A L FI N I S H PTVYL LOW E - COATING 0.38 0.25 PTVYL LOW E - COATING 0.38 0.25 PTVYL LOW E - COATING 0.38 0.25 PTVYL LOW E - COATING 0.38 0.25 PTVYL LOW E - COATING 0.38 0.25 PTVYL LOW E - COATING 0.38 0.25 PTVYL LOW E - COATING 0.38 0.25 PTVYL LOW E - COATING 0.38 0.25 PTVYL LOW E - COATING 0.38 0.25 PTVYL LOW E - COATING 0.38 0.25 PTVYL LOW E - COATING 0.38 0.25 PTVYL LOW E - COATING 0.38 0.25 PTVYL LOW E - COATING 0.38 0.25 PTVYL LOW E - COATING 0.38 0.25 PTVYL LOW E - COATING 0.38 0.25 PTVYL PT PT PT PT AL AL AL AL SEE WINDOW TYPES FOR DIMENSIONS LOW E - COATING 0.38 0.25 SEE WINDOW TYPES FOR DIMENSIONS LOW E - COATING 0.38 0.25 SEE WINDOW TYPES FOR DIMENSIONS LOW E - COATING 0.38 0.25 SEE WINDOW TYPES FOR DIMENSIONS LOW E - COATING 0.38 0.25 45 MIN. FIRE RATED WINDOW 90 MIN. FIRE RATED WINDOW 90 MIN. FIRE RATED WINDOW 90 MIN. FIRE RATED WINDOW, TEMP GLASS 1P1 SEE WINDOW TYPES FOR DIMENSIONS LOW E - COATING 0.38 0.25 PTVYL 1M1 SEE WINDOW TYPES FOR DIMENSIONS LOW E - COATING 0.38 0.25 PTVYL 1F1 SEE WINDOW TYPES FOR DIMENSIONS LOW E - COATING 0.38 0.25 PTVYL TEMP. GLASS TEMP. GLASS TEMP. GLASS TEMP. GLASS TEMP. GLASS A PTSTSEE METAL SCREEN TYPE FOR DIMENSION B PTSTSEE METAL SCREEN TYPE FOR DIMENSION C PTSTSEE METAL SCREEN TYPE FOR DIMENSION D PTSTSEE METAL SCREEN TYPE FOR DIMENSION E PTSTSEE METAL SCREEN TYPE FOR DIMENSION 45 MIN. FIRE RATED WINDOW 45 MIN. FIRE RATED WINDOW 1C1 SEE WINDOW TYPES FOR DIMENSIONS LOW E - COATING 0.38 0.25 PTVYL 1C2 SEE WINDOW TYPES FOR DIMENSIONS LOW E - COATING 0.38 0.25 PTVYL 45 MIN. FIRE RATED WINDOW 1M2 SEE WINDOW TYPES FOR DIMENSIONS LOW E - COATING 0.38 0.25 PTVYL 1M3 SEE WINDOW TYPES FOR DIMENSIONS LOW E - COATING 0.38 0.25 PTVYL 2 REFERED TO SHEETS TO A0.32 THRU A0.34 FOR ADDITIONAL INFORMATION FROM BUILDING SECURITY REGULATION 2 32 2 N . H A R B O R B L V D . SA N T A A N A , C A 9 2 7 0 3 SHEET NUMBER 2 0 2 4 0 1 0 SHEET TITLE PROJECT NUMBER REVISIONS NO.DATE NO.DATE HANNOUCHE ARCHITECTS EXPRESSLY RESERVES ITS COMMON LAW COPYRIGHT AND OTHER PROPERTY RIGHTS INHERENT IN THESE PLANS. ALL DRAWINGS, ELECTRONIC FILES, FIELD NOTES AND ASSOCIATED DOCUMENTS ARE INSTRUMENTS OF SERVICE AND ARE THE PROPERTY OF HANNOUCHE ARCHITECTS. ALL INFORMATION CONTAINED IN THESE DRAWINGS, ELECTRONIC FILES, FIELD NOTES AND ASSOCIATED DOCUMENTS IS PROJECT SPECIFIC AND SHALL NOT BE REPRODUCED, DISCLOSED, CHANGED, COPIED, OR USED OTHERWISE IN ANY FORM OR MANNER WHATSOEVER, WITHOUT FIRST OBTAINING THE EXPRESSED WRITTEN PERMISSION AND CONSENT OF HANNOUCHE ARCHITECTS. HANNOUCHE ARCHITECT c 2021 HANNOUCHE ARCHITECTS 949.261.2070 SAMIR HANNOUCHE, ARCHITECT 20250 SW ACACIA ST. #145 NEWPORT BEACH, CA 92660 May 9, 2025 1 CORR 12/10/24 BLDG A CORR 3/18/25 OCFA 2 CORR 4/09/25 BLDG DATE SIGNED2 3 CORR 5/09/25 BLDG A0.32 BUILDING SECURITY REGULATIONS 2 32 2 N . H A R B O R B L V D . SA N T A A N A , C A 9 2 7 0 3 SHEET NUMBER 2 0 2 4 0 1 0 SHEET TITLE PROJECT NUMBER REVISIONS NO.DATE NO.DATE HANNOUCHE ARCHITECTS EXPRESSLY RESERVES ITS COMMON LAW COPYRIGHT AND OTHER PROPERTY RIGHTS INHERENT IN THESE PLANS. ALL DRAWINGS, ELECTRONIC FILES, FIELD NOTES AND ASSOCIATED DOCUMENTS ARE INSTRUMENTS OF SERVICE AND ARE THE PROPERTY OF HANNOUCHE ARCHITECTS. ALL INFORMATION CONTAINED IN THESE DRAWINGS, ELECTRONIC FILES, FIELD NOTES AND ASSOCIATED DOCUMENTS IS PROJECT SPECIFIC AND SHALL NOT BE REPRODUCED, DISCLOSED, CHANGED, COPIED, OR USED OTHERWISE IN ANY FORM OR MANNER WHATSOEVER, WITHOUT FIRST OBTAINING THE EXPRESSED WRITTEN PERMISSION AND CONSENT OF HANNOUCHE ARCHITECTS. HANNOUCHE ARCHITECT c 2021 HANNOUCHE ARCHITECTS 949.261.2070 SAMIR HANNOUCHE, ARCHITECT 20250 SW ACACIA ST. #145 NEWPORT BEACH, CA 92660 May 9, 2025 1 CORR 12/10/24 BLDG A CORR 3/18/25 OCFA 2 CORR 4/09/25 BLDG DATE SIGNED2 3 CORR 5/09/25 BLDG A0.33 BUILDING SECURITY REGULATIONS 2 32 2 N . H A R B O R B L V D . SA N T A A N A , C A 9 2 7 0 3 SHEET NUMBER 2 0 2 4 0 1 0 SHEET TITLE PROJECT NUMBER REVISIONS NO.DATE NO.DATE HANNOUCHE ARCHITECTS EXPRESSLY RESERVES ITS COMMON LAW COPYRIGHT AND OTHER PROPERTY RIGHTS INHERENT IN THESE PLANS. ALL DRAWINGS, ELECTRONIC FILES, FIELD NOTES AND ASSOCIATED DOCUMENTS ARE INSTRUMENTS OF SERVICE AND ARE THE PROPERTY OF HANNOUCHE ARCHITECTS. ALL INFORMATION CONTAINED IN THESE DRAWINGS, ELECTRONIC FILES, FIELD NOTES AND ASSOCIATED DOCUMENTS IS PROJECT SPECIFIC AND SHALL NOT BE REPRODUCED, DISCLOSED, CHANGED, COPIED, OR USED OTHERWISE IN ANY FORM OR MANNER WHATSOEVER, WITHOUT FIRST OBTAINING THE EXPRESSED WRITTEN PERMISSION AND CONSENT OF HANNOUCHE ARCHITECTS. HANNOUCHE ARCHITECT c 2021 HANNOUCHE ARCHITECTS 949.261.2070 SAMIR HANNOUCHE, ARCHITECT 20250 SW ACACIA ST. #145 NEWPORT BEACH, CA 92660 May 9, 2025 1 CORR 12/10/24 BLDG A CORR 3/18/25 OCFA 2 CORR 4/09/25 BLDG DATE SIGNED2 3 CORR 5/09/25 BLDG A0.34 BUILDING SECURITY REGULATIONS 2 GROUND LEVEL / PARKING UP 2 6 R @6 . 9 " E A . HC EV HC HC ACCESSIBLE VAN 2 14 3 5 6 7 11 10 12 13 NO PARKINGNO PARKING LOBBY 14'-1" ELEV.ELEV. MECH. 14'-1" STAIR 1 ELEC. ROOM 14'-1" WASTE ROOM 14'-1" STORAGE ROOM 14'-1" GARAGE N. H A R B O R B L V D . NOTE: ·THE PROJECT REQUIRES A MINIMUM COMBINED TRASH AND RECYCLING BIN SERVICE LEVEL OF 0.5 CUBIC YARDS (CY) PER RESIDENTIAL UNIT, PER SAMC SEC. 16-37 AND FOOD WASTE BIN SERVICE LEVEL OF 0.02 CUBIC YARDS (CY) OF FOOD WASTE PER RESIDENTIAL UNIT, PER SB 1383. ·FOR ANY PROPERTIES UTILIZING TRASH CHUTES, THERE MUST BE AT LEAST 3 CHUTES, ONE FOR EACH OF THE FOLLOWING: TRASH, RECYCLING, AND FOOD WASTE. ·MINIMUM 40' X 16' WIDE STAGING AREA SHALL BE AVAILABLE ON SERVICE DAYS FROM 6 A.M. TO 6 P.M. ·MINIMUM VERTICAL CLEARANCE OF 25' AT THE STAGING AREA FOR BIN SERVICE CLEARANCE. ·MINIMUM 13' VERTICAL CLEARANCE FOR SCOUT TRUCK. ·ALL STAGING AREAS ARE TO BE ONSITE. NO STREET STAGING IS PERMITTED. ·42' ON A 90-DEGREE TURN RADIUS ·ALL DRIVEWAY AND STAGING AREAS MUST BE ABLE TO SUSTAIN A MINIMUM GROSS WEIGHT OF 60,000 LBS. PER VEHICLE. ·MAXIMUM SIZE OF BIN SHALL BE 4 CUBIC YARDS. ·MAXIMUM NUMBER OF PICK-UPS IS 2 TIMES PER WEEK FOR RESIDENTIAL PROJECTS ONLY. ·PROVIDE COMPLETE CIRCULATION FOR TRASH TRUCKS, BACKING UP INTO THE STREETS IS NOT ALLOWED FOR SAFETY REASONS 60'-0" 25 ' - 0 " MIN. 40'-0" MI N . 1 6 ' - 0 " 9' - 0 " TRASH RECEPTACLE RECYCLE RECEPTACLE FOOD WASTE BIN ENLARGED PARTIAL GROUND LEVEL PLAN ENLARGED PARTIAL TYPICAL LEVEL PLAN TRASH CHUTE RECYCLE TRASH CHUTE FOOD WASTE CHUTE MINIMUM 40’ X 16’ WIDE STAGING AREA SHALL BE AVAILABLE ON SERVICE DAYS FROM 6 A.M. TO 6 P.M. LINE OF BUILDING ABOVE - 20'-0" MIN. VERTICAL CLEARANCE R4 2 ' - 0 " SEE EXHIBIT ON PLAN 1.2 AND 1.3 FOR MORE INFORMATION ON TRUCK TURNING R4 2 ' - 0 " R42 ' - 0 " 38 ' - 0 " 46 ' - 0 " 28 ' - 0 " 20 ' - 0 " WATER RESOURCE NOTE: ·ABOVE GROUND WATER SYSTEM APPURTENANCES SUCH AS FIRE HYDRANTS, BACKFLOW PREVENTION DEVICES, FIRE CONNECTION STANDPIPES AND ABOVE GROUND METERS SHALL BE PAINTED AS FOLLOWS: a.PUBLIC FIRE HYDRANTS - WHITE b.PRIVATE FIRE APPURTENANCE - RED c.IRRIGATION APPURTENANCES - GREEN d.DOMESTIC APPURTENANCES - BLUE ·FIRE FLOW TESTS, WHEN NECESSARY, SHALL BE PERFORMED BY CERTIFIED FIRE PROTECTION PROFESSIONAL. AN APPLICATION SHALL BE SUBMITTED FOR TEST TO BE WITNESSED BY CITY STAFF. FIRE FLOW WITNESS TEST FEES SHALL BE PAID AS LISTED IN THE CITY'S SCHEDULE OF MISCELLANEOUS FEES ·NON-RESIDENTIAL TENANT IMPROVEMENT PROJECTS VALUED AT $50,000 OR MORE SHALL UPGRADE THEIR FIRE PROTECTION SERVICE BACKFLOW DEVICE TO CURRENT CITY STANDARDS. RECYCLED WATER SERVICE, IF AVAILABLE, SHALL BE USED IN ACCORDANCE WITH SECTION 39-38 OF THE CITY'S MUNICIPAL CODE. STANDARD REQUIREMENTS FOR ALL PROJECTS: ·VEHICLES MUST BE ABLE TO SAFELY ENTER AND EXIT THE PROPERTY. ·TYPICAL COLLECTION TRUCK DIMENSIONS ARE 10’3’’ WIDE X 32’8’ LONG. ·MINIMUM OF BOTH 42’ ON A 90-DEGREE TURN RADIUS AND AN 11’6” LANE WIDTH FOR TURN RADIUS; MEASURED FROM OUTSIDE OF THE VEHICLE RADIUS. ·THE DEVELOPMENT SITE PLAN MUST DEPICT TRASH TRUCK TURNING RADIUS ON ALL PROPOSED INTERNAL CORNERS. ·ELIMINATE ALL INSTANCES REQUIRING TRUCK BACKING. THREE-POINT TURNS ARE ALLOWED, AS PERMITTED BY THE CITY. ·ALL DRIVEWAY AND STAGING AREAS MUST BE ABLE TO CARRY A MINIMUM OF 60,000-POUNDS GROSS VEHICLE WEIGHT. ·MINIMUM 40’ X 16’ WIDE STAGING AREA AVAILABLE ON SERVICE DAYS (MONDAY – SATURDAY) FROM 6 A.M. TO 6 P.M. ·MINIMUM VERTICAL CLEARANCE OF 25’ AT THE STAGING AREA FOR SERVICING OF CONTAINERS. ·ROLLOUT SERVICE CONSISTING OF THE MANUAL MOVEMENT OF CONTAINERS BY REPUBLIC SERVICES EMPLOYEES FROM WHERE THEY RESIDE, TO THE SERVICE LOCATION AND RETURN, REQUIRES A LEVEL PATH OF TRAVEL WITH NO SIGNIFICANT ELEVATION CHANGES. ·MAXIMUM BIN SIZE IS FOUR CUBIC YARDS. ADDITIONAL REQUIREMENTS FOR MULTIFAMILY PROJECTS: ·THE MAXIMUM NUMBER OF PICKUPS IS TWO TIMES PER WEEK. ·ENCLOSURE MUST BE OF ADEQUATE SIZE FOR THE STORAGE AND COLLECTION OF ALL CONTAINERS. ·MINIMUM REQUIREMENT OF ½ CUBIC YARD OF COMBINED TRASH, RECYCLING, AND ORGANICS SERVICE PER WEEK PER RESIDENTIAL UNIT. ·SCOUT SERVICE CONSISTING OF A SPECIAL REPUBLIC SERVICES PASSENGER-SIZED VEHICLE TRANSPORTING BINS FROM WHERE THEY RESIDE, TO THE SERVICE LOCATION AND RETURN, REQUIRES A MINIMUM 8’2” VERTICAL CLEARANCE. STAGING OF BINS IN THE PUBLIC RIGHT–OF–WAY IS PROHIBITED. SENATE BILL 1383 AND CITY OF SANTA ANA MUNICIPAL CODE: ·SENATE BILL 1383 REQUIRES ALL RESIDENTS, BUSINESSES, AND MULTIFAMILY PROPERTIES TO PARTICIPATE IN ORGANICS RECYCLING. THE CITY OF SANTA ANA MUNICIPAL CODE CHAPTER 16 – GARBAGE, TRASH, AND WEEDS REFLECTS THESE AND OTHER MANDATORY REQUIREMENTS. ·ALL REQUIREMENTS MUST BE NOTED ON THE FINAL SITE PLAN SUBMITTED TO THE CITY. THE CITY MAY INCLUDE OTHER CONDITIONS PRIOR TO FINAL APPROVAL. 32 2 N . H A R B O R B L V D . SA N T A A N A , C A 9 2 7 0 3 SHEET NUMBER 2 0 2 4 0 1 0 SHEET TITLE PROJECT NUMBER REVISIONS NO.DATE NO.DATE HANNOUCHE ARCHITECTS EXPRESSLY RESERVES ITS COMMON LAW COPYRIGHT AND OTHER PROPERTY RIGHTS INHERENT IN THESE PLANS. ALL DRAWINGS, ELECTRONIC FILES, FIELD NOTES AND ASSOCIATED DOCUMENTS ARE INSTRUMENTS OF SERVICE AND ARE THE PROPERTY OF HANNOUCHE ARCHITECTS. ALL INFORMATION CONTAINED IN THESE DRAWINGS, ELECTRONIC FILES, FIELD NOTES AND ASSOCIATED DOCUMENTS IS PROJECT SPECIFIC AND SHALL NOT BE REPRODUCED, DISCLOSED, CHANGED, COPIED, OR USED OTHERWISE IN ANY FORM OR MANNER WHATSOEVER, WITHOUT FIRST OBTAINING THE EXPRESSED WRITTEN PERMISSION AND CONSENT OF HANNOUCHE ARCHITECTS. HANNOUCHE ARCHITECT c 2021 HANNOUCHE ARCHITECTS 949.261.2070 SAMIR HANNOUCHE, ARCHITECT 20250 SW ACACIA ST. #145 NEWPORT BEACH, CA 92660 May 9, 2025 1 CORR 12/10/24 BLDG A CORR 3/18/25 OCFA 2 CORR 4/09/25 BLDG DATE SIGNED2 3 CORR 5/09/25 BLDG A0.4 ENLARGED TRASH ROOM SCALE: N/A ENLARGED TRASH ROOM PLAN NO R T H 32 2 N . H A R B O R B L V D . SA N T A A N A , C A 9 2 7 0 3 SHEET NUMBER 2 0 2 4 0 1 0 SHEET TITLE PROJECT NUMBER REVISIONS NO.DATE NO.DATE HANNOUCHE ARCHITECTS EXPRESSLY RESERVES ITS COMMON LAW COPYRIGHT AND OTHER PROPERTY RIGHTS INHERENT IN THESE PLANS. ALL DRAWINGS, ELECTRONIC FILES, FIELD NOTES AND ASSOCIATED DOCUMENTS ARE INSTRUMENTS OF SERVICE AND ARE THE PROPERTY OF HANNOUCHE ARCHITECTS. ALL INFORMATION CONTAINED IN THESE DRAWINGS, ELECTRONIC FILES, FIELD NOTES AND ASSOCIATED DOCUMENTS IS PROJECT SPECIFIC AND SHALL NOT BE REPRODUCED, DISCLOSED, CHANGED, COPIED, OR USED OTHERWISE IN ANY FORM OR MANNER WHATSOEVER, WITHOUT FIRST OBTAINING THE EXPRESSED WRITTEN PERMISSION AND CONSENT OF HANNOUCHE ARCHITECTS. HANNOUCHE ARCHITECT c 2021 HANNOUCHE ARCHITECTS 949.261.2070 SAMIR HANNOUCHE, ARCHITECT 20250 SW ACACIA ST. #145 NEWPORT BEACH, CA 92660 May 9, 2025 1 CORR 12/10/24 BLDG A CORR 3/18/25 OCFA 2 CORR 4/09/25 BLDG DATE SIGNED2 3 CORR 5/09/25 BLDG GOVERNING CODE: PROJECT SHALL COMPLY WITH THE CURRENT STATE BUILDING CODES ADOPTED BY THE CITY OF SANTA ANA AT THE TIME OF PERMIT APPLICATION SUBMITTAL. 2022 CALIFORNIA BUILDING CODE (CBC), 2022 CALIFORNIA RESIDENTIAL CODE (CRC), 2022 CALIFORNIA MECHANICAL CODE, 2022 CALIFORNIA PLUMBING CODE, 2022 CALIFORNIA ELECTRICAL CODE, 2022 CALIFORNIA ENERGY CODE, 2022 CALIFORNIA GREEN STANDARDS CODE (CALGREEN) AND THE SANTA ANA MUNICIPAL CODE (SAMC). SEPARATED OCCUPANCIES JUSTIFICATIONS IN EACH STORY, THE BUILDING AREA SHALL BE SUCH THAT THE SUM OF THE RATIOS OF THE ACTUAL BUILDING AREA OF EACH SEPARATED OCCUPANCY DIVIDED BY THE ALLOWABLE BUILDING AREA OF EACH SEPARATED OCCUPANCY SHALL NOT EXCEED 1. CBC SECTION 508.4.2 NOTE:ALLOWABLE BUILDING AREA =TABLE 506.2 ALLOWABLE BUILDING AREA FACTOR OR PER CBC SECTION 508.4, TABLE 506.2 ALLOWABLE BUILDING AREA FACTOR WITH FRONTAGE INCREASE PER SECTION 506.3 ACCESSIBILITY REQUIREMENTS 2022 CALIFORNIA BUILDING CODE CHAPTER 11A, 100% OF DWELLING UNITS ARE REQUIRED TO BE ADAPTABLE. ALL COMMON AREAS: CLUB ROOM, COMMUNITY ROOM AND FITNESS ROOM, LEASING OFFICE INCLUDING PARKING WILL BE REQUIRED TO BE ACCESSIBLE PER CBC 11B A0.5_1 CODE ANALYSIS SCALE: N/A CODE ANALYSIS PARKING GARAGE : S -2 4-STORY BUILDING CONSTRUCTION TYPE OCCUPANCY GROUP (SEC 302.1) APPLICABLE CODES CALIFORNIA ELECTRICAL CODE, 2022 EDITION CALIFORNIA PLUMBING CODE, 2022 EDITION CALIFORNIA MECHANICAL CODE, 2022 EDITION CALIFORNIA BUILDING CODE, 2022 EDITION CALIFORNIA FIRE CODE, 2022 EDITION CALIFORNIA ENERGY CODE, 2022 EDITION 3 STORY, TYPE VA FULLY SPRINKLER ABOVE PODIUM - 60'-0" MAX. 1 STORY, TYPE IA, FULLY SPRINKLER BELOW PODIUM - UNLIMITED FIRE ALARM SYSTEM: (SEC 907.2.9 NFPA 72) RESIDENTIAL: R - 2 NOTE: ALL THE MIXED-OCCUPANCY RESIDENTIAL BUILDINGS IN THIS PROJECT SHALL BE CLASSIFIED AS SEPARATED OCCUPANCIES PER CBC TABLE 504.4 AND SECTION 508.4 AUTOMATIC SPRINKLER SYSTEM (NFPA 13): INSTALLED PER SEC. 903.3.1.1. QUICK RESPONSE SPRINKLERS SHALL BE INSTALLED PER SEC 903.3.2 IN ALL DWELLING UNITS. PROJECT SHALL COMPLY WITH THE CURRENT STATE BUILDING CODES ADOPTED BY THE CITY OF SANTA ANA AT THE TIME OF PERMIT APPLICATION SUBMITTAL. COMMUNITY ROOM & FITNESS: A - 3 CALIFORNIA GREEN STANDARD CODE, 2022 EDITION BUILDING SECTION DIAGRAM R2=7565 R2=7565 A3=1477 S2=8507 R2=5468 4TH LEVEL 3RD LEVEL 2ND LEVEL 2-HR SEPARATION 1-HR SEPARATION TYPE VA 1-HR SEPARATION TY P E I A TY P E V A ALLOWABLE BUILDING HEIGHT FOR SPRINKLER BUILDING (TABLE 504.3 & 504.4) OCCUPANCY CONSTRUCTION TYPE ALLOW HEIGHT PROPOSED HEIGHT S-2 I-A UL UL 14 (1)1 COMPLIED A-2 V-A 70(1*) / 50**3* / 2 **24(1)1 COMPLIED R-2 V-A 70(1*) / 60**4* / 4**50 (1)3 COMPLIED * WITHOUT AREA INCREASE ** WITH AREA INCREASE FEET STORIES FEET STORIES ALLOWABLE AREA PER FLOOR (TABLE 506.2) OCCUPANCY CONSTRUCTION TYPE TABLE ALLOWABLE AREA (SF) TOTAL PROPOSED AREA (SF)508.4.2 S-2 I-A UL 7775 SF UNLIMITED COMPLIED A-2 V-A 34,500 2nd Level 1,477 1,477 34,500 = 0.04<1 COMPLIED R-2 V-A 36,000 2nd Level 5,468 5,468 36,000 = 0.15<1 COMPLIED R-2 V-A 36,000 3rd Level 7,565 7,565 36,000 = 0.21<1 COMPLIED R-2 V-A 36,000 4th Level 7,565 7,565 36,000 = 0.21<1 COMPLIED * SPRINKLERED MULTIPLE STORIES (WITHOUT HEIGHT INCREASE) NOTE: ALL THE MIXED-OCCUPANCY RESIDENTIAL BUILDINGS IN THIS PROJECT SHALL BE CLASSIFIED AS SEPARATED OCCUPANCIES PER CBC TABLE 504.4 AND SECTION 508.4 AUTOMATIC SPRINKLER SYSTEM (903.2) BUILDING REQUIRED PROVIDED YES (NFPA13)YES (NFPA13) * INSTALLED PER SEC 903.3.1.1 * QUICK RESPONSE SPRINKLER FIRE ALARM SYSTEM (SEC 907.2.9/NFPA 72 BUILDING REQUIRED PROVIDED YES YES OCCUPANCY LOAD / BUILDING AREA ROOOM NUMBER USE OCCUPANCY GROUP OCCUPANCY LOAD FACTOR SQUARE FEET OCCUPANT LOAD # OF REQ EXIT GROUND LEVEL G-100 ELEVATOR LOBBY R-2 200 150 1 1 G-101 ELEVATOR CAB ---- G-102 BOILER ROOM S-2 300 164 1 1 G-103 ELECTRICAL ROOM S-2 300 103 1 1 G-104 ELEVATOR ROOM S-2 300 99 1 1 G-105 STORAGE ROOM S-2 300 76 1 1 G-106 WASTE ROOM S-2 300 240 1 1 G-107 GARAGE S-2 200 7775 39 2 TOTAL 45 2nd LEVEL UNIT 203 RESIDENTIAL UNIT R-2 200 627 3 2 UNIT 204 FITNESS A-2 50 452 9 2 UNIT 207 RESIDENTIAL UNIT R-2 200 627 3 2 UNIT 208 RESIDENTIAL UNIT R-2 200 627 3 2 UNIT 209 RESIDENTIAL UNIT R-2 200 627 3 2 UNIT 211 RESIDENTIAL UNIT R-2 200 627 3 2 UNIT 214 COMMUNITY A-3 15 1019 68 2 UNIT 217 RESIDENTIAL UNIT R-2 200 627 3 2 200 ELEVATOR LOBBY R-2 200 201 1 1 201 CORRIDOR 2 R-2 200 725 4 1 210 TRASH ROOM S-2 300 42 1 1 TOTAL 101 3rd LEVEL UNIT 303 RESIDENTIAL UNIT R-2 200 627 3 2 UNIT 304 RESIDENTIAL UNIT R-2 200 1071 6 2 UNIT 305 RESIDENTIAL UNIT R-2 200 627 3 2 UNIT 306 RESIDENTIAL UNIT R-2 200 627 3 2 UNIT 307 RESIDENTIAL UNIT R-2 200 627 3 2 UNIT 309 RESIDENTIAL UNIT R-2 200 627 3 2 UNIT 311 RESIDENTIAL UNIT R-2 200 627 3 2 UNIT 312 RESIDENTIAL UNIT R-2 200 1030 5 2 300 ELEVATOR LOBBY R-2 200 201 1 1 301 CORRIDOR 3 R-2 200 725 4 1 310 TRASH ROOM S-2 300 42 1 1 TOTAL 35 4th LEVEL UNIT 403 RESIDENTIAL UNIT R-2 200 627 3 2 UNIT 404 RESIDENTIAL UNIT R-2 200 1071 6 2 UNIT 405 RESIDENTIAL UNIT R-2 200 627 3 2 UNIT 406 RESIDENTIAL UNIT R-2 200 627 3 2 UNIT 407 RESIDENTIAL UNIT R-2 200 627 3 2 UNIT 409 RESIDENTIAL UNIT R-2 200 627 3 2 UNIT 411 RESIDENTIAL UNIT R-2 200 627 3 2 UNIT 412 RESIDENTIAL UNIT R-2 200 1030 5 2 400 ELEVATOR LOBBY R-2 200 201 1 1 401 CORRIDOR 4 R-2 200 725 4 1 410 TRASH ROOM S-2 300 42 1 1 TOTAL 35 GROUND LEVEL 1 1 SANTA ANA MUNICIPAL CODE, DIVISION 3, BUILDING SECURITY REGULATION 2022 EDITION 1 32 2 N . H A R B O R B L V D . SA N T A A N A , C A 9 2 7 0 3 SHEET NUMBER 2 0 2 4 0 1 0 SHEET TITLE PROJECT NUMBER REVISIONS NO.DATE NO.DATE HANNOUCHE ARCHITECTS EXPRESSLY RESERVES ITS COMMON LAW COPYRIGHT AND OTHER PROPERTY RIGHTS INHERENT IN THESE PLANS. ALL DRAWINGS, ELECTRONIC FILES, FIELD NOTES AND ASSOCIATED DOCUMENTS ARE INSTRUMENTS OF SERVICE AND ARE THE PROPERTY OF HANNOUCHE ARCHITECTS. ALL INFORMATION CONTAINED IN THESE DRAWINGS, ELECTRONIC FILES, FIELD NOTES AND ASSOCIATED DOCUMENTS IS PROJECT SPECIFIC AND SHALL NOT BE REPRODUCED, DISCLOSED, CHANGED, COPIED, OR USED OTHERWISE IN ANY FORM OR MANNER WHATSOEVER, WITHOUT FIRST OBTAINING THE EXPRESSED WRITTEN PERMISSION AND CONSENT OF HANNOUCHE ARCHITECTS. HANNOUCHE ARCHITECT c 2021 HANNOUCHE ARCHITECTS 949.261.2070 SAMIR HANNOUCHE, ARCHITECT 20250 SW ACACIA ST. #145 NEWPORT BEACH, CA 92660 May 9, 2025 1 CORR 12/10/24 BLDG A CORR 3/18/25 OCFA 2 CORR 4/09/25 BLDG DATE SIGNED2 3 CORR 5/09/25 BLDG A0.5_2 CODE ANALYSIS SCALE: N/A FIRE COMMAND CENTER THE EMERGENCY VOICE/ALARM COMMUNICATION SYSTEM CONTROL UNIT.1. THE FIRE DEPARTMENT COMMUNICATIONS SYSTEM.2. FIRE DETECTION AND ALARM SYSTEM ANNUNCIATOR.3. ANNUNCIATOR UNIT VISUALLY INDICATING THE LOCATION OF THE ELEVATORS AND WHETHER THEY ARE OPERATIONAL. 4. STATUS INDICATORS AND CONTROLS FOR AIR DISTRIBUTION SYSTEMS.5. THE FIRE FIGHTER'S CONTROL PANEL REQUIRED BY SECTION 909.16 FOR SMOKE CONTROL SYSTEMS INSTALLED IN THE BUILDING. 6. CONTROLS FOR UNLOCKING INTERIOR EXIT STAIRWAY DOORS SIMULTANEOUSLY.7. SPRINKLER VALVE AND WATERFLOW DETECTOR DISPLAY PANELS.8. EMERGENCY AND STANDBY POWER STATUS INDICATORS. FIRE PUMP STATUS INDICATORS. SCHEMATIC BUILDING PLANS INDICATING THE TYPICAL FLOOR PLAN AND DETAILING THE BUILDING CORE, MEANS OF EGRESS, FIRE PROTECTION SYSTEMS, FIRE FIGHTER AIR REPLENISHMENT SYSTEM, FIRE-FIGHTING EQUIPMENT AND FIRE DEPARTMENT ACCESS AND THE LOCATION OF THE FIRE WALLS, FIRE BARRIERS, FIRE PARTITIONS, SMOKE BARRIERS AND SMOKE PARTIONS. A TELEPHONE FOR FIRE DEPARTMENT USE WITH CONTROLLED ACCESS TO THE PUBLIC TELEPHONE SYSTEM. 10. 9. 11. 12. REQUIRED FEATURES: THE FIRE COMMAND CENTER SHALL COMPLY WITH NFPA 72 AND SHALL CONTAIN ALL OF THE FOLLOWING FEATURES: AN APPROVED BUILDING INFORMATION CARD THAT CONTAINS ALL OF THE INFORMATION LISTED IN IFC 508.1.6(13) 18. A WORK TABLE13. GENERATOR SUPERVISION DEVICES AND MANUAL START AND TRANSFER FEATURES14. THE PUBLIC ADDRESS SYSTEM15. THE ELEVATOR FIRE RECALL SWTICH16. THE ELEVATOR EMERGENCY OR STANDBY POWER SELECTOR SWITCH(ES), WHERE EMERGENCY OR STANDBY POWER IS PROVIDED 17. STANDPIPE NOTES 1. ALL CLASS I STANDPIPE SYSTEMS SHALL BE EQUIPPED WITH A 2" x 1 1/2" REDUCER AND A CAP WITH ATTACHMENT CHAIN. FIRE ALARM SYSTEM NOTES THE FIRE ALARM SYSTEM SHALL BE DESIGNED TO REDUCE OR STOP AMBIENT NOISE SUCH THAT A SOUND AT LEAST 15dB AVOVE THE REDUCED AMBIENT SOUND LEVEL IS PRODUCED. A LISTED RELAY OR OTHER LISTED APPLIANCE CONNECTED TO TH FIRE ALARM SYSTEM USED TO INITIATE CONTROL OF PROTECTED PREMISED FIRE SAFETY FUNCTIONS SHALL BE LOCATED WITHIN (3) FEET OF THE CONTROLLED CIRCUIT OR APPLIANCE AND MONITORED FOR INTEGRITY. 2. (2) SIAMESE CONNECTIONS, ONE AT EACH END OF THE BUILDING OR AS REMOTELY LOCATED AS POSSIBLE, SHALL BE PROVIDED IN THE PATH OF FIRE DEPARTMENT ACCESS. 3. AREAS SUBJECT TO FREEZING SHALL BE PERMITTED TO HAVE A CLASS I STANDPIPE SYSTEM WITH A DRY PIPE VALVE OR DELUGE VALVE APPARATUS. LUMINOUS EGRESS PATH 1. LUMINOUS EGRESS PATH MARKINGS ARE NOT REQUIRED IN THE OPEN PARKING GARAGE OR ON THE LEVEL OF EXIT DISCHARGE IN LOBBIES THAT SERVE AS PART OF THE EXIT PATH. 2. WITHIN EXIT COMPONENTS: EGRESS PATH MARKINGS SHALL BE PROVIDED IN ALL EXIT ENCLOSURES, INTERIOR EXIT STAIRWAYS, INTERIOR EXIT RAMPS AND EXIT PASSAGEWAYS. STEPS: A SOLID AND CONTINUOUS STRIPE SHALL BE APPLIED TO THE HORRIZONTAL LEADING EDGE OF EACH STEP AND SHALL EXTEND THE FULL LENGTH OF THE STEP. OUTLINING STRIPES SHALL HAVE A MINIMUM WIDTH OF 1 INCH AND MAXIMUM WIDTH OF 2 INCHES. THE LEADING EDGE OF THE STRIPE SHLL BE PLACED AT A MAXIMUM OF 1/2 INCH FROM THE LEADING EDGE OF THE STEP AND THE STRIPE SHALL OVERLAP THE LEADING EDGE OF THE STEP BYH NOT MORE THAN 1/2 INCH DOWN THE VERTICAL FACE OF THE STEP. LANDINGS: THE LEADING EDGE OF LANDINGS SHALL BE MARKED WITH A STRIPE CONSISTENT WITH THE DIMENSIONAL REQUIREMENTS FOR STEPS. HANDRAILS: ALL HANDRAILS AND HANDRAIL EXTENSIONS SHALL BE MARKED WITH A SOLID AND CONTINUOUS STRIPE HAVING A MINIMUM WIDTH OF 1 INCH. THE STRIPE SHALL BE PLACED ON THE TOP SURFACE OF THE HANDRAIL FOR THE ENTIRE LENGTH OF THE HANDRAIL, INCLUDING EXTENSIONS AND NEWEL POST CAPS. WHERE HANDRAILS OR HANDRAIL EXTENSIONS BEND OR TURN CORNERS, THE STRIPE SHALL NOT HAVE A GAP OF MORE THAN 4 INCHES. PERIMETER DEMARCATION LINES: PERIMETER DEMARCATION LINES, STAIR LANDINGS AND OTHER FLOOR AREAS WITHIN EXIT ENCLOSURES, WITH THE EXCEPTION OF THE SIDES OF STEPS, SHALL BE PROVIDED WITH SOLID AND CONTINUOUS DEMARCATION LINES ON THE FLOOR OR ON THE WALLS OR A COMBINATION OF BOTH. THE STRIPES SHALL BE 1 TO 2 INCHES WIDE WITH INTERRUPTIONS NOT EXCEEDING 4 INCHES. FLOOR MOUNTED DEMARCATION LINES: PERIMETER DEMARCATION LINES SHALL BE PLACED WITHIN 4 INCHES OF THE WALL AND SHALL EXTEND TO WITHIN 2 INCHES OF THE MARKINGS ON THE LEADING EDGE LANDINGS. THE DEMARCATION LINES SHALL CONTINUE ACROSS THE FLOOR IN FRONT OF ALL DOORS. WALL MOUNTED DEMARCATION LINES: PERIMETER DEMARCATION LINES SHALL BE PLACED ON THE WALL WITH THE BOTTOM EDGE OF THE STRIPE NO MORE THAN 4 INCHES ABOVE THE FINISHED FLOOR. AT THE TOP OR BOTTOM OF THE STAIRS, DEMARCATION LINES SHALL DROP VERTICALLY TO THE FLOOR WITHIN 2 INCHES OF THE STEP OR LANDING EDGE. DEMARCATION LINES ON WALLS SHALL TRANSITION VERTICALLY TO THE FLOOR AND THEN EXTEND ACROSS THE FLOOR WHERE A LINE ON THE FLOOR IS THE ONLY PRACTICAL METHOD OF OUTLINING THE PATH. WHERE THE WALL LINE IS BROKEN BY A DOOR, DEMARCATION LINES ON WALLS SHALL CONTINUE ACROSS THE FACE OF THE DOOR OR TRANSITION TO THE FLOOR AND EXTEND ACROSS THE FLOOR IN FRONT OF SUCH DOOR. TRANSITION: WHERE A WALL-MOUNTED DEMARCATION LINE TRANSITIONS TO THE FLOOR-MOUNTED DEMARCATION LINE, OR VICE VERSA, THE WALL-MOUNTED DEMARCATION LINE SHALL DROP VERTICALLY TO THE FLOOR TO MEET A COMPLEMENTARY EXTENSIONOF THE FLOOR-MOUNTED DEMARCATION LINE, THUS FORMING A CONTINUOUS MARKING. 3. OBSTACLES: OBSTACLES AT OR BELOW 6 FEET 6 INCHES IN HEIGHT AND PROJECTING MORE THAN 4 INCHES INTO THE EGRESS PATH SHALL BE OUTLINED WITH MARKINGS NO LESS THAN 1 INCH IN WIDTH COMPRISED OF A PATTERN OF ALTERNATING EQUAL BANDS, OF LUMINESCENT LUMINOUS MATERIAL AND BLACK, WITH THE ALTERNATING BANDS NO MORE THAN 2 INCHES THICK AND ANGLED AT 45 DEGREES. OBSTACLES SHALL INCLUDE, BUT ARE NOT LIMITED TO STANDPIPES, HOSE CABINETS, WALL PROJECTIONS AND RESTRICTED HEIGHT AREAS. HOWEVER, SUCH MARKINGS SHALL NOT CONCEAL ANY REQUIRED INFORMATION OR INDICATORS INCLUDING, BUT NOT LIMITED TO, INSTRUCTIONS TO OCCUPANTS FOR THE USE OF STANDPIPES. 4. DOORS WITHIN THE EXIT ENCLOSURE AND EXIT PATH: DOORS THROUGH WHICH OCCUPANTS MUST PASS IN ORDER TO COMPLETE THE EXIT PATH SHALL BE PROVIDED WITH MARKINGS COMPLYING WITH THE FOLLOWING: EMERGENCY EXIT SYMBOL: THE DOORS SHALL BE INDENTIFIED BY A LOW-LOCATION LUMINOUS EMERGENCY EXT SYMBOL COMPLYING WITH NFPA 170. THE EXIT SYMBOL SHALL BE A MINIMUM OF 4 INCHES IN HEIFHT AND SHALL BE MOUNTED ON THE DOOR, CENTERED HORIZONTALLY, WITH THE TOP OF THE SYMBOL NO HIGHER THAN 18 INCHES ABOVE FINISH FLOOR. DOOR HARDWARE MARKINGS: DOOR HARDWARE SHALL BE MARKED WITHNO LESS THAN 16 SQUARE INCHES OF LUMINOUS MATERIAL. THIS MARKING SHALL BE LOCATED BEHIND, IMMEDIATELY ADJACENT TO OR ON THE DOOR HANDLE AND/OR ESCUTCHEON. WHERE A PANIC BAR IS INSTALLED, SUCH MATERIAL SHALL BE NO LESS THAN 1 INCH WIDE FOR THE ENTIRE LENGTHOF THE ACTUATING BAR OR TOUCHPAD. DOOR FRAME MARKINGS: THE TOP SIDES OF THE DOOR FRAME SHALL BE MARKED WITH A SOLID AND CONTINUOUS 1 INCH TO 2 INCH WIDE STRIPE. WHERE THE DOOR MOLDING DOES NOT PROVIDE SUFFICIENT FLAT SURFACE ON WHICH TO LOCATE THE STRIPE, THE STRIPE SHALL BE PERMITTED TO BE LOCATED ONTHE WALL SURROUNDING THE FRAME. 5. UNIFORMITY: PLACEMENT AND DIMENSIONS OF MARKINGS SHALL BE CONSISTENT AND UNIFORM THROUGHOUT THE SAME ENCLOSURE. 6. SELF-LUMINOUS AND PHOTOLUMINESCENT: LUMINOUS EGRESS PATH MARKINGS SHALL BE PERMITTED TO BE MADE OF ANY MATERIAL, INCLUDING PAINT, PROVIDED THAT AN ELECTRICAL CHARGE IS NOT REQUIRED TO MAINTAIN THE REQUIRED LUMINANCE. SUCH MATERIALS SHALL INCLUDE, BUT NOT BE LIMITED TO, SELF-LUMINOUS MATERIALS AND PHOTLUMINESCENT MATERIALS. MATERIALS SHALL COMPLY WITH EITHER OF THE FOLLOWING STANDARDS. A. UL 1994 B. ASTM E2072, EXCEPT THE CHARGING SOURCE SHALL BE 1 FOOTCANDLE OF FLUORESCENT ILLUMINATION FOR 60 MINUTES, AND THE MINIMUM LUMINANCE SHALL BE 30 MILICANDELAS PER SQUARE METER AT 10 MINITES AND 5 MILICANDELAS PER SQUARE METER AFTER 90 MINUTES. 7. ILLUMINATION: WHERE PHOTOLUMINESCENT EXIT PATH MARKIINGS ARE INSTALLED, THE SHALL BE PROVIDED WITH NOT LESS THAN 1 FOOTCANDLE OF ILLUMINATION FOR NOT LESS THAN 60 MINUTES PRIOR TO PERIODS WHEN THE BUILDING IS OCCUPIED AND CONTINUOUSLY DURING THE BUILDING OCCUPANCY. 1. THESE DOCUMENTS HAVE BEEN PREPARED TO ADHERE TO THE FOLLOWING CODES: ·2022 INTERNATIONAL BUILDING CODE ·2022 UNIFORM PLUMBING CODE ·2022 UNIFORM MECHANICAL CODE ·2022 NATIONAL ELECTRICAL CODE ·2022 INTERNATIONAL FIRE CODE ·2010 AMERICANS WITH DISABILITIES ACT - STANDARDS FOR DESIGN THE CONTRACTOR AND EACH SUBCONTRACTOR ARE RESPONSIBLE FOR ENSURING THAT THEIR WORK ADHERES THERETO, AND ALSO TO ALL OTHER APPLICABLE REGULATIONS, ORDINANCES, AND THE LAWS OF THE STATE OF TEXAS. 2. THESE DRAWINGS ARE DIAGRAMMATIC ONLY, FOR ESTABLISHING RELATIONSHIPS AND DIMENSIONAL INTENTS. DO NOT SCALE DRAWINGS. THE GENERAL CONTRACTOR AND EACH SUBCONTRACTOR IS RESPONSIBLE FOR VERIFYING CONDITIONS BEFORE BEGINNING WORK. THE ARCHITECT SHALL BE CONSULTED PRIOR TO ANY IMPLEMENTATION OF ADJUSTMENTS TO THE DESIGN THAT MAY BE REQUIRED DUE TO CONDITIONS IN THE FIELD. ANY DISCREPANCIES NOTED IN THE FIELD CONDITIONS AND THE CONTRACT DOCUMENTS, OR ANY AMBIGUITIES OR INCONSISTENCIES CONTAINED THEREIN SHALL BE REPORTED TO THE ARCHITECT AT THE EARLIEST OPPORTUNITY, AND A SUITABLE RESOLUTION OF THE AFFECTED WORK. ANY WORK WHICH IS COMPLETED IN VIOLATION OF THESE PRINCIPLES IS AT THE CONTRACTORS OWN RISK, AND NO ADJUSTMENTS TO THE CONTRACT FOR CONSTRUCTION (SCHEDULE, CONTACT SUM, QUALITY OF WORK, ETC.) SHALL BE ALLOWED TO UNCOVER AND/OR CORRECT THE AFFECTED WORK TO THE ARCHITECTS SATISFACTION. 3. THE GENERAL CONTRACTOR AND EACH SUBCONTRACTOR SHALL BE LEGALLY REGISTERED AND LICENSED TO COMPLETE THEIR WORK IN THE STATE OF TEXAS. ALL CONTRACTORS SHALL CARRY WORKMAN'S COMPENSATION INSURANCE AND ALL OTHER INSURANCE, AS REQUIRED BY LAW, AND AS OTHERWISE INDICATED IN THE CONTRACT DOCUMENTS. ALL SHOP DRAWINGS AND/OR FURTHER DESIGN DOCUMENTS SHALL BE STAMPED AND SEALED BY THE CONTRACTOR AND/OR HIS DESIGNER AS REQUIRED BY THE LOCAL JURISDICTION. 4. TAKEN TOGETHER WITH THE SPECIFIC INSTRUCTIONS OF THE EXECUTED CONTRACT, THESE DESIGN DRAWINGS ARE THE CONTRACT DOCUMENTS IN THE EVENT OF CONFLICT INTERNAL TO ANY OF THESE DOCUMENTS. THE MORE EXTENSIVE AND/OR RESTRICTIVE REQUIREMENT SHALL GOVERN. 5. THE CONTRACTOR IS SPECIFICALLY RESPONSIBLE FOR VERIFYING LOCATIONS OF EXISTING UTILITIES ABOVE AND BELOW GRADE. LOCATIONS ARE TO BE ASCERTAINED BY THE CONTRACTOR PRIOR TO ANY EXCAVATION OR CONSTRUCTION. 6. MANUFACTURERS NAMEPLATES, INCLUDING TRADEMARK, AND OTHER IDENTIFYING SYMBOLS, SHALL NOT BE PERMITTED IN SURFACES VISIBLE TO THE PUBLIC. 7. DO NOT STACK BUILDING MATERIALS IN SUCH A MANNER AS TO CREATE CONCENTRATED LOADS ON THE FLOOR. 8. ALL DIMENSIONS ARE TO FACE OF STUD, CONCRETE OR MASONRY EXCLUDING WOOD, TILE AND STONE FINISHES, UNLESS OTHERWISE INDICATED. ALL MOUNTING HEIGHTS SHALL BE MEASURED FROM ACTUAL FINISHED FLOOR. 9. FLOOR ELEVATIONS AND LEVELS ARE TO TOP OF FINISH HARD SURFACES (CONCRETE FLOOR SLAB) EXCLUDING APPLIED FINISHES (CARPET, VCT, OTHER THINSET FINISH MATERIALS) UNLESS OTHERWISE SPECIFIED. 10. ALL MOUNTING HEIGHTS SHALL BE MEASURED FROM ACTUAL FINISHED FLOOR FOR WALLS RECEIVING MOUNTED ITEMS. PROVIDE BLOCKING OR OTHER ANCHORING DEVICES CAPABLE OF SUSTAINING THE FORCE ANTICIPATED AS A RESULT OF THE APPLIED FORCES ON THE ITEM OR AS REQUIRED BY CODE. 11. ALL PENETRATIONS THROUGH FIRE RATED WALLS ARE TO BE SEALED WITH FIRE STOP SEALANT. ALL HIDDEN CONDITIONS & PENETRATIONS THROUGH FLOOR AND CEILINGS INCLUDING PENETRATIONS AND CONDUITS, PIPES, ETC. SHALL BE FIRE SAFE, AND APPROVED BY U.L. 12. ALL DRYWALL WORK SHALL ADHERE TO ACCEPTED INDUSTRY STANDARDS, INCLUDING THE US GYPSUM ASSOCIATIONS 'GYPSUM CONSTRUCTION HANDBOOK' (LATEST EDITION) AND ALL APPLICABLE CODES. 13. THE CONTRACTOR SHALL CAULK ALL JOINTS BETWEEN DISSIMILAR FINISH MATERIALS, INTERIOR & EXTERIOR. 14. SUBMITTAL DOCUMENTS FOR DEFERRED ITEMS SHALL BE SUBMITTED TO THE ARCHITECT OR ENGINEER OF RECORD, WHO SHALL REVIEW THEM FOR GENERAL CONFORMANCE WITH THE BUILDING DESIGN. REVIEWED DEFERRED ITEMS MUST BE FORWARDED TO THE LOCAL BUILDING OFFICIAL AS REQUIRED BY THE GENERAL CONTACT. THE DEFERRED ITEMS SHALL NOT BE INSTALLED UNTIL THEIR DESIGN AND SUBMITTAL DOCUMENTS HAVE BEEN APPROVED BY THE BUILDING OFFICIALS. DEFERRED ITEMS SHALL NOT INCREASE THE CONTRACT FOR CONSTRUCTION SCHEDULE, CONTRACT SUM, QUALITY OR WORK, ETC.) GENERAL NOTES PORTABLE FIRE EXTINGUISHERS PORTABLE FIRE EXTINGUISHERS MUST BE PROVIDED TO MEET THE REQUIREMENTS OF IFC SECTION 906.1. PROPOSED LOCATIONS ARE SHOWN ON THE DRAWINGS, BUT THE FIRE INSPECTOR WILL NEED TO APPROVE ALL LOCATIONS IN THE FIELD. 4. THE BUILDER MUST PROVIDE A STANDPIPE DURING CONSTRUCTION BEFORE THE BUILDING HEIGHT EXCEEDS 40'. THE STANDPIPE MAY BE TEMPORARY IN AN APPROVED LOCATION OR PART OF THE PERMANENT STANDPIPE SYSTEM. THE STANDPIPE HOSE OUTLETS MUST BE PROVIDED AT ACCESSIBLE LOCATIONS ADJACENT TO USABLE STAIRS. THE STANDPIPE MUST BE EXTENDED AS CONSTRUCTION PROGRESSES TO WITHIN ONE FLOOR OF THE HIGHEST POINT OF CONSTRUCTION HAVING SECURED FLOORING. THE FIRE DEPARTMENT CONNECTION FOR THE TEMPORARY STANDPIPE MUST BE AT STREET LEVEL FACING THE PUBLIC STREET, LABELED WITH AN IDENTIFICATION SIGN AND EASILY ACCESSIBLE AT ALL TIMES. 3/A6.2 UP 2 6 R @6 . 9 " E A . UP TEXT 12 " C O N C R E T E W A L L HC EV HC HC ACCESSIBLE VAN 2 14 3 5 6 7 8 11 10 9 12 13 22 21 20 19 18 17 16 15 14 STAIR 2 OPEN TO ABOVE NO PARKINGNO PARKING OPEN TO ABOVE OPEN TO SKY LOBBY 14'-1" ELEV.ELEV. MECH. 14'-1" STAIR 1 ELEC. ROOM 14'-1" BOILER ROOM 14'-1" WASTE ROOM 14'-1" STORAGE ROOM 14'-1" GARAGE * SITE ARRIVAL POINT ACCESSIBLE ROUTE ACCESSIBLE ROUTE 1 A0.11 PATH OF TRAVEL EV CHARGER STATION, TYP BUILDING SETBACK 3 A0.10 CHANNEL DRAIN 1 A0.11 4 A0.18 32 2 N . H A R B O R B L V D . SA N T A A N A , C A 9 2 7 0 3 SHEET NUMBER 2 0 2 4 0 1 0 SHEET TITLE PROJECT NUMBER REVISIONS NO.DATE NO.DATE HANNOUCHE ARCHITECTS EXPRESSLY RESERVES ITS COMMON LAW COPYRIGHT AND OTHER PROPERTY RIGHTS INHERENT IN THESE PLANS. ALL DRAWINGS, ELECTRONIC FILES, FIELD NOTES AND ASSOCIATED DOCUMENTS ARE INSTRUMENTS OF SERVICE AND ARE THE PROPERTY OF HANNOUCHE ARCHITECTS. ALL INFORMATION CONTAINED IN THESE DRAWINGS, ELECTRONIC FILES, FIELD NOTES AND ASSOCIATED DOCUMENTS IS PROJECT SPECIFIC AND SHALL NOT BE REPRODUCED, DISCLOSED, CHANGED, COPIED, OR USED OTHERWISE IN ANY FORM OR MANNER WHATSOEVER, WITHOUT FIRST OBTAINING THE EXPRESSED WRITTEN PERMISSION AND CONSENT OF HANNOUCHE ARCHITECTS. HANNOUCHE ARCHITECT c 2021 HANNOUCHE ARCHITECTS 949.261.2070 SAMIR HANNOUCHE, ARCHITECT 20250 SW ACACIA ST. #145 NEWPORT BEACH, CA 92660 May 9, 2025 1 CORR 12/10/24 BLDG A CORR 3/18/25 OCFA 2 CORR 4/09/25 BLDG DATE SIGNED2 3 CORR 5/09/25 BLDG GROUND PLAN - ACCESSIBLE PLAN A0.5_3 GROUND LEVEL ACCESSIBLE PLAN SCALE: 1/8" = 1'-0" 1 NO R T H 1 GROUND LEVEL GROUND LEVEL 3' - 6 " VENTILATION CALCULATION TOTAL WALL AREA 1893 S.F. PERCENT OPENING REQUIRED 20% OPENING REQUIRED 379 S.F. TOTAL OPENING PROVIDED 692 S.F. 4856759 18 WALL AREA AT STAIR = 335 SQ. FT. 25% = 84 SQ. FT. (MAX ALLOWED OPENINGS) PROPOSED OPENINGS = 56 SQ. FT. 16 16 24 49 ' - 5 " 14 ' - 0 " 9' - 1 " 9' - 1 " 9' - 1 " 3'-0" T.P T.P T.P T.P GROUND LEVEL 2ND LEVEL 3RD LEVEL 4TH LEVEL ROOF DECK 3' - 6 " 6'-0" 9' - 6 " 35 S.F.35 S.F. 57 S.F.57 S.F.57 S.F.57 S.F.57 S.F.57 S.F.57 S.F.57 S.F.57 S.F.57 S.F. VENTILATION CALCULATION TOTAL WALL AREA 1755 S.F. PERCENT OPENING REQUIRED 20% OPENING REQUIRED 315 S.F. TOTAL OPENING PROVIDED 640 S.F. OPEN TO SKY OPEN TO SKY WALL AREA = 232 SQ. FT. 25% = 58 SQ. FT. (MAX ALLOWED OPENINGS) PROPOSED OPENINGS = 55 SQ. FT. WALL AREA = 232 SQ. FT. 25% = 58 SQ. FT. (MAX ALLOWED OPENINGS) PROPOSED OPENINGS = 55 SQ. FT. WALL AREA = 232 SQ. FT. 25% = 58 SQ. FT. (MAX ALLOWED OPENINGS) PROPOSED OPENINGS = 45 SQ. FT. WALL AREA = 232 SQ. FT. 25% = 58 SQ. FT. (MAX ALLOWED OPENINGS) PROPOSED OPENINGS = 55 SQ. FT. WALL AREA = 232 SQ. FT. 25% = 58 SQ. FT. (MAX ALLOWED OPENINGS) PROPOSED OPENINGS = 55 SQ. FT. WALL AREA = 232 SQ. FT. 25% = 58 SQ. FT. (MAX ALLOWED OPENINGS) PROPOSED OPENINGS = 45 SQ. FT. WALL AREA = 120 SQ. FT. 25% = 30 SQ. FT. (MAX ALLOWED) PROPOSED = 27 SQ. FT. WALL AREA = 120 SQ. FT. 25% = 30 SQ. FT. (MAX ALLOWED) PROPOSED = 27 SQ. FT. WALL AREA = 119 SQ. FT. 25% = 30 SQ. FT. (MAX ALLOWED) PROPOSED = 22 SQ. FT. 14 ' - 0 " 9' - 1 " 9' - 1 " 9' - 1 " 3' - 6 " T.P T.P T.P T.P GROUND LEVEL 2ND LEVEL 3RD LEVEL 4TH LEVEL ROOF DECK GROUND LEVEL 7' - 6 " 7' - 6 " 7' - 6 " 7' - 6 " 7' - 6 " 7' - 6 " 5' - 6 " 5' - 6 " 5' - 6 " 5' - 6 " 5' - 6 " 5' - 6 " VENTILATION CALCULATION TOTAL WALL AREA 1175 S.F. PERCENT OPENING REQUIRED 20% OPENING REQUIRED 235 S.F. TOTAL OPENING PROVIDED 289 S.F. 28 57 S.F.57 S.F.28 28 28 28 35 S.F. WALL AREA = 251 SQ. FT. 25% = 63 SQ. FT. (MAX ALLOWED OPENINGS) PROPOSED OPENINGS = 30 SQ. FT. WALL AREA = 316 SQ. FT. 25% = 79 SQ. FT. (MAX ALLOWED OPENINGS) PROPOSED OPENINGS = 57 SQ. FT. WALL AREA = 251 SQ. FT. 25% = 63 SQ. FT. (MAX ALLOWED OPENINGS) PROPOSED OPENINGS = 30 SQ. FT. WALL AREA = 316 SQ. FT. 25% = 79 SQ. FT. (MAX ALLOWED OPENINGS) PROPOSED OPENINGS = 57 SQ. FT. WALL AREA = 251 SQ. FT. 25% = 63 SQ. FT. (MAX ALLOWED OPENINGS) PROPOSED OPENINGS = 26 SQ. FT. WALL AREA = 313 SQ. FT. 25% = 78 SQ. FT. (MAX ALLOWED OPENINGS) PROPOSED OPENINGS = 48 SQ. FT. OPEN TO SKY 14 ' - 0 " 9' - 1 " 9' - 1 " 9' - 1 " T.P T.P T.P T.P GROUND LEVEL 2ND LEVEL 3RD LEVEL 4TH LEVEL ROOF DECK 3' - 6 " 7' - 6 " 7' - 6 " 7' - 6 " 7' - 6 " 7' - 6 " 7' - 6 " ENTRANCE TO PARKING GARAGE OPEN TO BEYOND SKEWED PLANE AT 1ST AN 2ND LEVEL 12 39 154 SQ. FT.88 SQ. FT. VENTILATION CALCULATION TOTAL WALL AREA 1300 S.F. PERCENT OPENING REQUIRED 20% OPENING REQUIRED 260S.F. TOTAL OPENING PROVIDED 293 S.F. 27 27 23 10 40 WALL AREA AT STAIR = ########### 25% = 175 SQ. FT. (MAX ALLOWED OPENINGS) PROPOSED OPENINGS = 127 SQ. FT. 14 ' - 0 " 9' - 1 " 9' - 1 " 9' - 1 " 3' - 6 " T.P T.P T.P T.P GROUND LEVEL 2ND LEVEL 3RD LEVEL 4TH LEVEL ROOF DECK 32 2 N . H A R B O R B L V D . SA N T A A N A , C A 9 2 7 0 3 SHEET NUMBER 2 0 2 4 0 1 0 SHEET TITLE PROJECT NUMBER REVISIONS NO.DATE NO.DATE HANNOUCHE ARCHITECTS EXPRESSLY RESERVES ITS COMMON LAW COPYRIGHT AND OTHER PROPERTY RIGHTS INHERENT IN THESE PLANS. ALL DRAWINGS, ELECTRONIC FILES, FIELD NOTES AND ASSOCIATED DOCUMENTS ARE INSTRUMENTS OF SERVICE AND ARE THE PROPERTY OF HANNOUCHE ARCHITECTS. ALL INFORMATION CONTAINED IN THESE DRAWINGS, ELECTRONIC FILES, FIELD NOTES AND ASSOCIATED DOCUMENTS IS PROJECT SPECIFIC AND SHALL NOT BE REPRODUCED, DISCLOSED, CHANGED, COPIED, OR USED OTHERWISE IN ANY FORM OR MANNER WHATSOEVER, WITHOUT FIRST OBTAINING THE EXPRESSED WRITTEN PERMISSION AND CONSENT OF HANNOUCHE ARCHITECTS. HANNOUCHE ARCHITECT c 2021 HANNOUCHE ARCHITECTS 949.261.2070 SAMIR HANNOUCHE, ARCHITECT 20250 SW ACACIA ST. #145 NEWPORT BEACH, CA 92660 May 9, 2025 1 CORR 12/10/24 BLDG A CORR 3/18/25 OCFA 2 CORR 4/09/25 BLDG DATE SIGNED2 3 CORR 5/09/25 BLDG A0.5_4 DOORS/ WINDOWS AREA EXHIBIT SCALE: 1/8" = 1'-0" 11/8"=1'-0"SOUTH ELEVATION 31/8"=1'-0"NORTH ELEVATION 21/8"=1'-0"WEST ELEVATION 41/8"=1'-0"EAST ELEVATION 3/A6.2 UP 2 6 R @6 . 9 " E A . UP TEXT EXT 10" 8" WALL 12 " C O N C R E T E W A L L HC EV HC HC ACCESSIBLE VAN 2 14 3 5 6 7 8 11 10 9 12 13 22 21 20 19 18 17 16 15 14 STAIR 2 OPEN TO ABOVE NO PARKINGNO PARKING OPEN TO ABOVE OPEN TO SKY LOBBY 14'-1" ELEV.ELEV. MECH. 14'-1" STAIR 1 ELEC. ROOM 14'-1" BOILER ROOM 14'-1" WASTE ROOM 14'-1" STORAGE ROOM 14'-1" GARAGE F.E. 150' - 1 0 " L O N G E S T D I A G O N A L PA T H A EGRESS DATA - LEVEL 1 PATH A PATH B EATD 25'-5" - PATH OCCUPANT LOAD SIGN - 2022 CBC 1004.1: FOR ASSEMBLY ROOMS OR AREA OF SIMILAR USAGE, PROVIDE A SIGN STATING "MAXIMUM OCCUPANT LOAD" PERMANENTLY POSTED NEAR THE MAIN EXIT FROM THE ASSEMBLY ROOM. THE SIGN SHALL BE LEGIBLE WITH LETTERS THAT ARE CONTRASTING IN COLOR WITH THE BACKGROUND. EGRESS ILLUMINATION - 2022 CBC 1013.3: THE MEANS OF EGRESS ILLUMINATION LEVEL SHALL NOT BE LESS THAN 1 FOOT-CANDLE AT THE WALKING SURFACE. MEANS OF EGRESS ILLUMINATION SHALL BE PROVIDED FROM AN EMERGENCY POWER SYSTEM. ACCESSIBLE MEANS OF EGRESS - 2022 CBC 1011.2: INTERIOR EXIT STAIRWAYS AND HORIZONTAL EXITS ARE USED TO PROVIDE ACCESSIBLE MEANS OF EGRESS FOR THE PROJECT. THE PROJECT HAS A SPRINKLER SYSTEM IN ACCORDANCE WITH 903.3.1.1 AND THEREFORE, STAIRWAYS WILL BE 44 INCHES WIDE AND AREAS OF REFUGE ARE NOT REQUIRED. TACTILE EXIT SIGNS - 2022 CBC 1013.1: EXIT SIGNS SHALL READ: "EXIT" AT GRADE LEVEL EXTERIOR EXIT DOOR "EXIT STAIR DOWN", "EXIT RAMP DOWN", "EXIT STAIR UP", "EXIT RAMP UP" AT EACH EXIT DOOR THAT LEADS DIRECTLY TO A GRADE LEVEL EXTERIOR EXIT DOOR BY A STAIRWAY OR RAMP AS APPROPRIATE. "EXIT ROUTE" AT EXIT DOORS THAT LEAD TO A GRADE LEVEL EXTERIOR EXIT BY MEANS OF AN EXIT ENCLOSURE OR AN EXIT PASSAGEWAY. "EXIT ROUTE" AT INTERIOR ROOM DOOR OR AREA TO A CORRIDOR OR HALLWAY. "TO EXIT" AT AN EXIT DOOR THROUGH A HORIZONTAL EXIT. LEGEND EXITING GENERAL NOTES EXIT SIGNS - 2022 CBC 1013.1: EXIT SIGNS SHALL BE PLACED AT 100 FEET MAXIMUM WITHIN THE EXIT ACCESS CORRIDOR AND EXIT PASSAGEWAY. 1 ACCESSIBLE ELEVATOR, PROVIDE MITSUBISHI ELEVATORS (35000 LBS), DIAMOND TRAC SERIES. PROVIDE TWO-WAY COMMUNICATION SYSTEM IN ACCORDANCE WITH CBC SECTION 1007.8. NEW ELEVATORS SHALL BE PROVIDED WITH PHASE ONE EMERGENCY RECALL OPERATION AND PHASE TWO EMERGENCY IN-CAR OPERATION IN ACCORDANCE WITH ASME A17.1 PROVIDE ELEVATOR SHAFT VENT AT TOP OF ELEVATOR SHAFT/HOISTWAY PER CDC 3004.2 (IF CONTRACTOR PROPOSES A CHANGE AND IT IS ACCEPTED BY THE OWNER, CONTRACTOR SHALL BE RESPONSIBLE FOR DESIGN SERVICES REQUIRED AS A RESULT OF THE CHANGE INCLUDING IMPACT ON OTHER SYSTEMS OR THE DESIGN OF ADJACENT SPACES. CONTRACTOR SHALL BE RESPONSIBLE FOR THE IMPACT OF ANY CHANGE, FORESEEN OR NOT. THE IMPACT OF AN CHANGE SHALL BE COMMUNICATED TO THE DESIGN TEAM/OWNER PRIOR TO ACCEPTANCE BY THE OWNER) ELEVATOR LOBBIES AT THE LEVELS OF EXIT DISCHARGE ARE NOT ENCLOSED (CBC SECT. 713.14.1, EXCEPTION 1). ENCLOSED ELEVATOR LOBBIES ARE NOT PROVIDED ON OTHER LEVELS (CBC SECT. 713.14.1, EXCEPTION 8). HOISTWAY DOOR OPENING IS PROTECTED BY A LISTED AND LABELED SMOKE CONTAINMENT SYSTEM COMPLYING WITH ICC ES AC 77. 2 BUILDING STORAGE ROOMS, SUCH AS RESIDENTIAL STORAGE, IF AVAILABLE TO TENANT USE, SHALL HAVE AT LEAST ONE OF EACH TYPE OF STORAGE COMPLYING WITH CBC 2022 SECT. 1127A.11. ACCESSIBLE STORAGE ROOMS SHALL BE LOCATED ON AN ACCESSIBLE ROUTE AND MUST PROVIDE AN ACCESSIBLE ENTRANCE. LIGHT SWITCHES MUST ALSO BE LOCATED WITHIN AN ACCESSIBLE REACH RANGE WITHIN STORAGE ROOM. EXITING KEY NOTES 1 1-HR WALL ASSEMBLY - 2x4 OR 2x6 WOOD STUDS AT 16" O.C. WITH ONE LAYER 5/8" TYPE 'X' GYP. BD. ON ONE SIDE, ONE LAYER 5/8" TYPE 'X' GYP. BD. OVER 1 2" RESILIENT CHANNELS ON THE OPPOSITE SIDE & 3 12" BATT INSUL. WALL SHALL EXTEND FROM FLOOR TO BOTTOM OF WOOD DECK ABOVE UNLESS NOTED OTHERWISE. SHEAR WALLS WILL HAVE 1 2" PLYWOOD SHEATHING UNDER GYP. BD. AND / OR SHEATHING - SEE STRUCT. - U.L. DES. NO. U309 (STC=50) - SEE TYPICAL DETAIL 16/A9.0 3 1-HR PARTY WALL ASSEMBLY - DBL. 2x6 STUDS AT 16" O.C. (2" SPACE BETWEEN) WITH ONE LAYER 5/8", TYPE 'X' GYP. BD. & 3 1 2" BATT INSUL. ON EACH SIDE OF WALL ASSEMBLY. WALLS SHALL EXTEND FROM FLOOR TO BOTTOM OF WOOD DECK ABOVE UNLESS NOTED OTHERWISE. U.L. DESIGN NO. U305 (STC=56) - SEE TYPICAL DETAIL 3/A9.0 4 1-HR OR 2-HR CMU FIRE BARRIER WALL ASSEMBLY (6" CMU GROUTED SOLID) - CALIFORNIA BUILDING CODE TABLE 721.1(2) - ITEM NO. 3-1.2 - WALL WILL HAVE FURRING PER CONDITION - SEE WALL TYPES. 1-HR MIN. EQUIVALENT THICKNESS = 2.6" (STC 52) 2-HR MIN. EQUIVALENT THICKNESS = 3.6" (STC 52) 6 3-HR FLOOR-CEILING ASSEMBLY - LIGHT WEIGHT CONCRETE OVER 2" METAL DECK (CONC. MUST BE 2 12" ABOVE FLUTES). SPRAY-ON FIRE-PROOFING IS ADDED TO THE UNDERSIDE OF THE METAL DECK AND TO STEEL BEAMS SUPPORTING THE DECK (THICKNESS IS DEPENDENT ON MANUFACTURER) - U.L. DESIGN NO. D701 7 FIRE RESISTIVE ASSEMBLIES 1-HR GYP. BD. COLUMN PROTECTION FOR ALL STEEL COLUMNS PER DETAILS ON SHEET A9.1 - U.L. DESIGN NO. X528 2 1-HR WALL ASSEMBLY - 3 5 8" x 20 GA. OR 6' x 20 GA. METAL STUDS AT 16" O.C. WITH 3 12" BATT INSUL. AND ONE LAYER 5/8" TYPE 'X' GYP. BD. EACH SIDE. WALLS SHALL EXTEND FROM FLOOR TO BOTTOM OF CONC. DECK ABOVE UNLESS NOTED OTHERWISE. - U.L. DES. NO. U419 (STC=50) 5 1-HR FLOOR-CEILING ASSEMBLY - MINIMUM 9 1/2" WOOD I-JOISTS AT 16" O.C. WITH 3 4" PLYWOOD AND + 3 4" ACOUSTI-MAT + 1 1/2" LIGHTWEIGHT CONCRETE ON TOP AND TWO LAYERS 5/8", TYPE 'X' GYP. BD. ON RSIC-1 ACOUSTICAL CHANNELS BELOW- U.L. DESIGN NO. L518 (STC 55) & (IIC 60) 8 1-HR ROOF-CEILING ASSEMBLY - SINGLE-PLY ROOFING SYSTEM OVER SLOPED RIGID INSULATION OVER 3 4" PLYWOOD DECK ON TOP SIDE OVER 2x12 JOISTS AT 16" O.C. - ON BOTTOM SIDE 2 LAYERS 5 8" TYPE 'X' GYP. BD. ON 7 8" FURRING CHANNELS PERPENDICULAR TO JOISTS AT 24" O.C. - U.L. DESIGN NO. L541 12 2-HR WALL ASSEMBLY - 3 5 8" x 20 GA. OR 6' x 20 GA. METAL STUDS AT 16" O.C. WITH 3 1 2" BATT INSUL. AND 2 LAYERS 5/8" TYPE 'X' GYP. BD. EACH SIDE. WALLS SHALL EXTEND FROM FLOOR TO BOTTOM OF CONC. DECK ABOVE UNLESS NOTED OTHERWISE. - G.A. FILE. NO. WP 1548 (STC=54) 10 2-HR WALL SHAFT WALL ASSEMBLY - 4" x 20 GA. 20 GA. C-H METAL STUDS AT 24" O.C. WITH 3" BATT INSUL., 2 LAYERS 5/8" TYPE 'X' GYP. BD. ON ROOM SIDE AND 1" TYPE 'X' LINER PANEL ON SHAFT SIDE. WALLS SHALL EXTEND FROM FLOOR TO BOTTOM OF WOOD DECK ABOVE UNLESS NOTED OTHERWISE. - G.A. FILE. NO. WP 7051 (STC=54) 11 3-HR WALL WALL ASSEMBLY - 2 1 2" x 20 GA. C-H METAL STUDS AT 24" O.C. WITH 3 LAYERS 5/8" TYPE 'X' GYP. BD. ON EXTERIOR AND 1" TYPE 'X' LINER PANEL ON BUILDING SIDE. WALLS BE ON OUT SIDE OF SHEAR WALLS. EXTERIOR FINISH SHALL BE 7 8" CEMENT PLASTER SYSTEM - G.A. FILE. NO. WP 7051 - SEE TYPICAL DETAIL 20/A9.0 5A 1-HR FLOOR-CEILING ASSEMBLY - MINIMUM 2x10 WOOD I-JOISTS AT 16" O.C. WITH 3 4" PLYWOOD AND + 3 4" ACOUSTI-MAT + 1 1/2" LIGHTWEIGHT CONCRETE ON TOP AND TWO LAYERS 5/8", TYPE 'X' GYP. BD. ON RSIC-1 ACOUSTICAL CHANNELS BELOW- U.L. DESIGN NO. L541 (STC 55) & (IIC 60) 9 2-HR WALL ASSEMBLY - 2 x 6 WOOD STUDS AT 16" O.C. WITH 5 1 2" BATT INSULATION. PROVIDE 2 LAYERS 5/8" TYPE 'X' GYP. BD. ON STAIR SIDE AND 2 LAYERS 5/8" TYPE 'X' GYP. BD. ON 7 8" x 25 GA. HORIZONTAL FURRING CHANNELS ON ROOM SIDE. WALLS SHALL EXTEND FROM FLOOR TO BOTTOM OF DECK ABOVE UNLESS NOTED OTHERWISE. - U.L. DESIGN NO. U301 (STC=55) 13 2-HR EXTERIOR WALL ASSEMBLY - 2 x 6 WOOD STUDS AT 16" O.C. WITH R-19 BATT INSUL., 2 LAYERS 5/8" TYPE 'X' GYP. BD. ON INTERIOR AND ONE LAYER 5 8", TYPE 'X' GYP. SHEATHING + 7 8 CEMENT PLASTER ASSEMBLY ON THE EXTERIOR. WALLS SHALL EXTEND FROM FLOOR TO BOTTOM OF DECK ABOVE UNLESS NOTED OTHERWISE. - G.A. FILE. NO. WP 8417 3 EXIT SIGNAGE. SEE DETAIL 27/A0.11. EXIT SIGNS SHALL BE READILY VISIBLE FROM ANY DIRECTION OF APPROACH. EXIT SIGNS SHALL BE LOCATED AS NECESSARY TO CLEARLY INDICATE THE DIRECTION OF EGRESS TRAVEL. NO POINT SHALL BE MORE THAN 100 FEET FROM THE NEAREST VISIBLE SIGN (1001) USE SIGNAGE "EXIT ENROUTE" AT BASEMENT LEVEL 2 AND BASEMENT LEVEL 1A USE SIGNAGE "EXIT" AT LEVEL 1B USE SIGNAGE "EXIT STAIR DOWN" AT LEVEL 2-4C REFER TO SHEET A0.4 UNDER FIRE DEPARTMENT NOTES FOR ADDITIONAL INFORMATION REGARDING EXITING REQUIREMENTS INTERIOR-FLAME RETARDANCE INTERIOR WALL & CEILING FINISH REQUIREMENTS BY OCCUPANCY FOR GROUPS A-3 (ROOMS AND ENCLOSED SPACES), R-2 & S IS CLASS C (TABLE 803.9) 1. INTERIOR WALL AND CEILING FINISHES FOR LOBBY SPACES SHALL NOT EXCEED A FLAME-SPREAD CLASSIFICATION OF 200 (CLASS III) 2. INTERIOR WALL AND CEILING FINISHES FOR EXIT CORRIDORS SHALL NOT EXCEED A FLAME-SPREAD CLASSIFICATION OF 75 (CLASS III) 3. INTERIOR WALL AND CEILING FINISHES FOR STAIRWAYS SHALL NOT EXCEED A FLAME-SPREAD CLASSIFICATION OF 25 (CLASS III) 4. ANY DECORATIONS USED SHALL BE NON-COMBUSTIBLE OR FLAME-RETARDANT TREATED IN APPROVED MANNER (CURTAINS, DRAPES, SHADES, HANGINGS, ETC.) 101 A1 THE TOP NUMBER INDICATES INDIVIDUAL UNIT NUMBER FOR COORDINATION AND IDENTIFICATION OF UNIT DURING CONSTRUCTION. CONTRACTOR TO PROVIDE THIS NUMBER AFFIXED AND MAINTAINED AT EACH UNITS MAIN ENTRY DOOR THROUGH THE DURATION OF CONSTRUCTION. THE BOTTOM NUMBER INDICATES UNIT PLAN TYPE. R = REVERSE PLAN. EXIT PATH OF TRAVEL CBC SEC 1016 COMMON PATH OF EGRESS TRAVEL CBC SEC 1014.3 250'-0" MAX GROUP R2 = 125'-0" MAX GROUP S and B = 100'-0" MAX "COMMON PATH OF EGRESS TRAVEL" SHALL BE INCLUDED WITHIN THE PERMITTED TRAVEL DISTANCE INDICATES SEMI-RECESSED FIRE EXTINGUISHER CAB. AT BUILDING LEVELS & WALL-MOUNTED FIRE EXTINGUISHER AT GROUND LEVEL, POTTER ROEMER #7032 OR EQ. W/ SOLID DOOR COMBINATION 2A-10ABC F.E.. LOCATE F.E. SO THAT FROM ANY POINT WITHIN THE BLDG AN F.E. IS NOT MORE THAN 75' OF TRAVEL DISTANCE. VERIFY PROPOSED LOCATIONS AND QUANTITY AND TYPE OF CAB. W/ THE FIRE INSPECTOR PRIOR TO PURCHASE AND INSTALL. 250 FEET MAX. TRAVEL TO EXIT ACCESS COMPONENT (TO STAIR) PATH EATD = EXIT ACCESS TRAVEL DISTANCE CPOET = COMMON PATH OF EGRESS TRAVEL UNIT NUMBER UNIT TYPE (A = "U" SHAPE KITCHENS) PROPERTY LINE 1 HOUR WALL ASSEMBLY - SEE FIRE RESISTIVE ASSEMBLIES 2 HOUR WALL ASSEMBLY - SEE FIRE RESISTIVE ASSEMBLIES 60 OPENING RATING (IN MINUTES) A-2 OCCUPANCY GROUPS S-2 R-2 RATED WALL ASSEMBLIES GROUP A over 50 OCCUPANTS = 30'-0" MAX. F.E. U WET STANDPIPE, CLASS 1, FOR FIRE DEPARTMENT USE. SEE FIRE PROTECTION DWGS BY OTHERS FOR ADDITIONAL INFO. AND DETAILS. 1.OCFA FINAL INSPECTION REQUIRED. PLEASE SCHEDULE ALL FIELD INSPECTIONS AT LEAST 48 HOURS IN ADVANCE. INSPECTIONS CANCELED AFTER 1 P.M. ON THE DAY BEFORE THE SCHEDULED DATE WILL BE SUBJECT TO A REINSPECTION FEE. PHASING OF INSPECTIONS MAY REQUIRE ADDITIONAL FEES, ALSO. CALL OCFA INSPECTION SCHEDULING AT 714-573-6150. 2.BUILDINGS UNDER CONSTRUCTION OR DEMOLITION SHALL CONFORM TO CFC CHAPTER 33. NO SMOKING OR COOKING IS ALLOWED IN STRUCTURES WHERE COMBUSTIBLE MATERIALS ARE EXPOSED OR WITHIN 25 FEET OF COMBUSTIBLE MATERIALS STORAGE AREAS. CUTTING, WELDING, OR OTHER HOT WORK SHALL BE IN CONFORMANCE WITH CFC CHAPTER 35. 3.IN BUILDINGS FOUR OR MORE STORIES IN HEIGHT, STANDPIPES SHALL BE PROVIDED DURING CONSTRUCTION WHEN THE HEIGHT REACHES 40 FEET ABOVE THE LOWEST POINT OF FIRE DEPARTMENT ACCESS. A FIRE DEPARTMENT CONNECTION SHALL BE NO MORE THAN 100 FEET FROM AVAILABLE FIRE DEPARTMENT VEHICLE ACCESS ROADWAYS. A HYDRANT SHALL BE LOCATED ALONG THE ACCESS ROADWAY WITHIN 150 FEET OF THE LOCATION(S) THAT THE FDC CAN BE ACCESSED FROM. CFC 3310, 3313 4.ADDRESS NUMBERS SHALL BE PROVIDED FOR ALL NEW AND EXISTIONG BUILDINGS, BE A MINIMUM OF 4 INCHES HIGH FOR INDIVIDUAL DWELLING UNITS AND 6 INCHES HIGH FOR ALL OTHER INSTALLATIONS AND STRUCTURES, CONTRAST WITH THEIR BACKGROUND, AND BE PLAINLY VISIBLE FROM THE ROADWAY THE BUILDING IS ADDRESSED ON. TEMPORARY ADDRESS NUMBERS SHALL BE PROVIDED ON CONSTRUCTION FENCING OR THE BUILDING UNTIL PERMANENT NUMBERS CAN BE PROVIDED. CBC 501.2, CFC 505.1 5.LOCATIONS AND CLASSIFICATIONS OF EXTINGUISHERS SHALL BE IN ACCORDANCE WITH CFC 906 AND CCR TITLE 19. AT LEAST ONE EXTINGUISHER SHALL BE PROVIDED DURING CONSTRUCTION ON EACH FLOOR AT EACH STAIRWAY, IN EACH STORAGE AND CONSTRUCTION SHED, IN LOCATIONS WHERE FLAMMABLE OR COMBUSTIBLE LIQUIDS ARE STORED OR USED, OR WHERE SIMILAR HAZARDS ARE PRESENT PER CFC 3315.1. BEFORE FINAL OCCUPANCY, AT LEAST ONE 2A:10B:C EXTINGUISHER SHALL BE PROVIDED SO THAT NO POINT IS MORE THAN 75 FEET TRAVEL DISTANCE FROM THE EXTINGUISHER. EXTINGUISHERS SHALL BE LOCATED ALONG THE PATH OF EGRESS TRAVEL AND IN A READILY VISIBLE AND ACCESSIBLE LOCATION, WITH THE BOTTOM OF THE EXTINGUISHER AT LEAST 4 INCHES ABOVE THE FLOOR. ADDITIONAL EXTINGUISHERS MAY BE REQUIRED BY OCFA INSPECTORS DEPENDING ON PROJECT OR SITE CONDITIONS AND FINAL PLACEMENT IS SUBJECT TO THEIR APPROVAL. 6.WALL, FLOOR AND CEILING FINISHES AND MATERIALS SHALL NOT EXCEED THE FLAME SPREAD CLASSIFICATIONS IN CBC TABLE 803.11. DECORATIVE MATERIALS SHALL BE PROPERLY TREATED BY A PRODUCT OR PROCESS APPROVED BY THE STATE FIRE MARSHAL WITH APPROPRIATE DOCUMENTATION PROVIDED TO THE OCFA. SUCH ITEMS SHALL BE APPROVED AND INSPECTED BY THE OCFA PRIOR TO INSTALLATION. 7.KNOX BOXES/KEY CABINETS SHALL BE PROVIDED FOR ALL HIGH-RISE BUILDINGS, POOL ENCLOSURES, GATES IN THE PATH OF FIREFIGHTER TRAVEL TO STRUCTURES, SECURED PARKING LEVELS, DOORS GIVING ACCESS TO ALARM PANELS AND/OR ANNUNCIATORS, AND ANY OTHER STRUCTURES OR AREAS WHERE IMMEDIATE ACCESS IS REQUIRED OR IS UNDULY DIFFICULT. AN OCFA INSPECTOR CAN ASASIST WITH LOCKING GATE KEYS IN KNOX BOXES, CONTACT YOUR LOCAL FIRE STATION TO ARRANGE AN APPOINTMENT TO SECURE MASTER BUILDING KEYS IN THE KNOX BOX. 8.APPROVAL OF THESE PLANS SHALL NOT PERMIT THE VIOLATION OF ANY CODE OR LAW. REQUIREMENTS OR FEATURES NOT IDENTIFIED ON THE PLAN MAY APPLY AND OCFA INSPECTORS MAY REQUIRE ADDITIONAL INFORMATION OR ITEMS FROM THOSE SHOWN ON THE PLAN DEPENDING ON ACTUAL OR ANTICIPATED FIELD CONDITIONS. SUCH CHANGES MAY NECESSITATE SUBMITTAL OF REVISED OR AS-BUILT PLANS TO THE OCFA AND THE CITY/COUNTY WHERE THE PROJECT IS LOCATED. 9.THE PROJECT SHALL COMPLY WITH 2022 CALIFORNIA BUILDING CODE, 2022 CALIFORNIA FIRE CODE, AND OTHER CURRENTLY ADOPTED CODES, STANDARDS, REGULATIONS AND REQUIREMENTS AS ENFORCED BY THE OCFA. 10.APPROVAL OF THIS PLAN IS CONTINGENT UPON A CERTIFICATE OF OCCUPANCY BEING ISSUED UPON COMPLETION OF ALL CONSTRUCTION ON THE ENTIRE PROJECT. PHASED OCCUPANCY SHALL BE PERMITTED ONLY WITH PRIOR APPROVAL FROM OCFA AND THE BUILDING OFFICIAL. REQUESTS FOR PHASED OCCUPANCY SHALL BE SUBMITTED TO OCFA FOR EVALUATION AS AN ALTERNATE MATERIALS AND METHODS PROPOSAL ACCOMPANYING THE ARCHITECTURAL SUBMITTAL. SUCH REQUESTS SHALL BE MADE PRIOR TO START OF CONSTRUCTION ONLY. 11.DUMPSTERS AND TRASH CONTAINERS EXCEEDING 1.5 CUBIC YARDS SHALL NOT BE STORED IN BUILDINGS OR PLACED WITHIN 5 FEET OF COMBUSTIBLE WALLS, OPENINGS OR COMBUSTIBLE ROOF EAVE LINES UNLESS PROTECTED BY AN APPROVED SPRINKLER SYSTEM OR LOCATED IN A TYPE I OR IIA STRUCTURE SEPARATED BY 10 FEET FROM OTHER STRUCTURES. CONTAINERS LARGER THAN 1 CUBIC YARD SHALL BE OF NON- OR LIMITED-COMBUSTIBLE MATERIALS OR SIMILARLY PROTECTED OR SEPARATED. CFC 304.3. 12.EXITS, EXIT SIGNS, FIRE ALARM PANELS, HOSE CABINETS, FIRE EXTINGUISHER LOCATIONS, AND STANDPIPE CONNECTIONS SHALL NOT BE CONCEALED BY CURTAINS, MIRRORS, OR OTHER DECORATIVE MATERIAL. 13.THE EGRESS PATH SHALL REMAIN FREE AND CLEAR OF ALL OBSTRUCTIONS AT ALL TIMES. NO STORAGE IS PERMITTED IN AISLES. 14.EXIT DOORS SHALL BE OPENABLE FROM THE INSIDE WITHOUT THE USE OF A KEY OR ANY SPECIAL KNOWLEDGE OR EFFORT. DOORS SHALL NOT BE PROVIDED WITH THUMB-TURN LOCKS OR DEADBOLTS THAT DO NOT UNLATCH IN TANDEM WITH THE NORMAL OPERATING LEVER. THE OPENING FORCE FOR INTERIOR DOORS WITHOUT CLOSERS SHALL NOT EXCEED 5 POUNDS. THE UNLATCHING AND OPENING FORCE FOR OTHER DOORS, INCLUDING FIRE DOORS, SHALL NOT EXCEED 15 POUNDS. CBC 1010. 15.THE EXIT PATH SHALL BE CLEARLY IDENTIFIED WITH EXIT SIGNS CONFORMING TO CBC 1013. ILLUMINATED EXIT SIGNS MUST HAVE 90-MINUTE EMERGENCY POWER BACK-UP. 16.STAIRS SERVING 4+ STORIES SHALL HAVE STAIRWELL SIGNS CONFORMING TO CBC 1023.9 AND OCFA GUIDELINE E-02. 17.THE EXIT PATH SHALL BE ILLUMINATED AT ALL TIMES IN ACCORDANCE WITH CBC 1006. EMERGENCY LIGHTING SHALL BE PROVIDED WITH 90-MINUTE BACK-UP. 18.RATED ASSEMBLIES SHALL CONFORM TO APPROVED METHODS AND MATERIALS OF CONSTRUCTION. PENETRATIONS THROUGH RATED WALLS, CEILINGS, OR FLOORS SHALL BE PROTECTED IN AN APPROVED MANNER COMPLYING WITH CBC/CFC CHAPTER 7. 19.RATED DOORS SHALL BE SELF-CLOSING AND LATCHING; SUCH DOORS SHALL NOT BE EQUIPPED WITH DOOR STOPS OR OTHERWISE PROPPED OPEN. RATED DOORS SHALL BE EQUIPPED WITH RATED HARDWARE. CFC 703. 20.OCCUPANT LOAD SIGN, WITH MINIMUM ONE-INCH LETTERS AND NUMBERS CONTRASTING WITH THEIR BACKGROUND, SHALL BE POSTED IN A CONSPICUOUS LOCATION NEAR THE MAIN EXIT PER CBC 1004.3 AND TITLE 19 3.30. WHERE MULTIPLE SEATING CONFIGURATIONS OR USES ARE ANTICIPATED, SEATING DIAGRAMS AND THEIR RESPECTIVE OCCUPANT LOADS MAY ALSO BE REQUIRED TO BE POSTED. 21.PANIC HARDWARE SHALL BE PROVIDED FOR ALL EXIT AND EXIT ACCESS DOORS IN ASSEMBLY OCCUPANCIES. SUCH DOORS SHALL SWING IN THE DIRECTION OF EXIT TRAVEL. DOORS EQUIPPED WITH PANIC HARDWARE SHALL HAVE NO OTHER LOCK OR LATCH EXCEPT PANIC HARDWARE. IF PANIC HARDWARE IS OMITTED ON THE MAIN DOOR WHEN PERMITTED BY CBC 1010.1.9.3, A SIGN STATING "THIS DOOR TO REMAIN UNLOCKED WHEN BUILDING IS OCCUPIED" IN MINIMUM 1-INCH LETTERS CONTRASTING WITH THEIR BACKGROUND SHALL BE POSTED IN A CONSPICUOUS LOCATION ON OR ADJACENT TO THE DOOR AND THE DOOR SHALL BE EQUIPPED ONLY WITH A KEY-OPERATED LOCK THAT VISUALLY INDICATES WHETHER IT IS OPEN OR LOCKED. 22.AN AUTOMATIC FIRE SPRINKLER SYSTEM SHALL BE PROVIDED THROUGHOUT THE BUILDING IN COMPLIANCE WITH CFC 903 AND THE APPLICABLE 2016 NFPA SPRINKLER STANDARD. REVIEW AND APPROVAL OF A SPRINKLER PLAN IS REQUIRED PRIOR TO INSTALLATION OR MODIFICATION. 23.AN AUTOMATIC EXTINGUISHING SYSTEM SHALL BE PROVIDED TO PROTECT COMMERCIAL-TYPE FOOD HEATING EQUIPMENT THAT PRODUCES GREASE-LADEN VAPORS AND SHALL COMPLY WITH 2016 CFC AND CMC AND 2009 NFPA 17A. REVIEW AND APPROVAL OF A HOOD AND DUCT EXTINGUISHING SYSTEM PLAN IS REQUIRED PRIOR TO INSTALLATION OR USE OF COOKING EQUIPMENT. 24.A FIRE ALARM SYSTEM SHALL BE PROVIDED IN COMPLIANCE WITH CBC/CFC 907 AND 2016 NFPA 72. A SEPARATE PLAN SUBMITTAL IS REQUIRED FOR APPROVAL PRIOR TO INSTALLATION OR MODIFICATION. 25.AUTOMATIC FIRE SPRINKLER SYSTEM(S) AND ALL CONTROL VALVES, WITH THE EXCEPTION OF THOSE LISTED IN CFC 903.4, SHALL BE MONITORED BY A UL LISTED CENTRAL ALARM STATION. 26.AT LEAST ONE EMERGENCY ESCAPE AND RESCUE WINDOW SHALL BE PROVIDED FOR EVERY SLEEPING ROOM BELOW THE FOURTH STORY IN R OCCUPANCIES, EXCEPT IN R-1/R-2 OF TYPE I, IIA, IIIA, OR IV CONSTRUCTION. ACCESS TO RESCUE OPENINGS SHALL BE IN ACCORDANCE WITH OCFA GUIDELINES B-09 AND E-04. VEGETATION, TOPOGRAPHY, FENCES/WALLS AND OTHER OBSTRUCTIONS SHALL NOT IMPEDE LADDERING OF RESCUE OPENINGS OR THE PATH OF FIREFIGHTER TRAVEL FROM THE FIRE LANE TO SUCH OPENINGS. CBC 1030, CFC 504.1. 27.THE SMOKE CONTROL SYSTEM SHALL COMPLY WITH CBC/CFC 909 AND CFC REGULATIONS. REVIEW AND APPROVAL OF A RATIONAL ANALYSIS REPORT IS REQUIRED PRIOR TO COMMENCING CONSTRUCTION. ACCEPTANCE TESTING SHALL BE PERFORMED BY A QUALIFIED THIRD PARTY AND VERIFIED BY AN OCFA INSPECTOR PRIOR TO OCCUPANCY. 28.PROJECTS LOCATED WITHIN A D.O.G.G.R. FIELD BOUNDARY, NEAR AN OIL/GAS WELL OR SEEP, OR OTHER LOCATIONS WITH A POTENTIAL FOR COMBUSTIBLE SOIL GAS SHALL UNDERGO EVALUATION AND POSSIBLE MITIGATION AS DESCRIBED IN OCFA GUIDELINE C-03. OCFA ARCHITECTURAL NOTES 1 9 32 2 N . H A R B O R B L V D . SA N T A A N A , C A 9 2 7 0 3 SHEET NUMBER 2 0 2 4 0 1 0 SHEET TITLE PROJECT NUMBER REVISIONS NO.DATE NO.DATE HANNOUCHE ARCHITECTS EXPRESSLY RESERVES ITS COMMON LAW COPYRIGHT AND OTHER PROPERTY RIGHTS INHERENT IN THESE PLANS. ALL DRAWINGS, ELECTRONIC FILES, FIELD NOTES AND ASSOCIATED DOCUMENTS ARE INSTRUMENTS OF SERVICE AND ARE THE PROPERTY OF HANNOUCHE ARCHITECTS. ALL INFORMATION CONTAINED IN THESE DRAWINGS, ELECTRONIC FILES, FIELD NOTES AND ASSOCIATED DOCUMENTS IS PROJECT SPECIFIC AND SHALL NOT BE REPRODUCED, DISCLOSED, CHANGED, COPIED, OR USED OTHERWISE IN ANY FORM OR MANNER WHATSOEVER, WITHOUT FIRST OBTAINING THE EXPRESSED WRITTEN PERMISSION AND CONSENT OF HANNOUCHE ARCHITECTS. HANNOUCHE ARCHITECT c 2021 HANNOUCHE ARCHITECTS 949.261.2070 SAMIR HANNOUCHE, ARCHITECT 20250 SW ACACIA ST. #145 NEWPORT BEACH, CA 92660 May 9, 2025 1 CORR 12/10/24 BLDG A CORR 3/18/25 OCFA 2 CORR 4/09/25 BLDG DATE SIGNED2 3 CORR 5/09/25 BLDG GROUND PLAN - EXITING PLAN 90 45 45 90 60 60 60 A0.6 GROUND LEVEL FIRE SEPARATION AND EXITING PLAN SCALE: 1/8" = 1'-0" 1 1 NO R T H 1 NO SECURITY GATE IS PERMITTED 2 NO SECURITY GATE IS PERMITTED 2 NO SECURITY GATE IS PERMITTED 2 EGRESS DATA - LEVEL 2 PATH 2M1 PATH C PATH 2M2 EATDCPOET 34'-9" 27'-1" 34'-9" 203 204 205 PATHRM # 206 PATH 2M3 207 PATH 2M4 209 PATH 2M5 211 212 PATH 2M6 48'-3"34'-9" 34'-9"70'-2" 34'-9"63'-3" 98'-8" 64'-4" 78'-0" UP 1 8 R @6 . 7 2 " E A . DN 26 R OPEN TO BELOW OPEN TO BELOW OPEN TO BELOW IDF IDF OPEN TO BELOW UP 18R @6.72" EA. DN 26R @6.9" EA. STAIR 1 ELEV. LOBBY 9'-1" LIVING / DINING 9'-1" KITCHEN 9'-1" BATH 9'-1" BATH 9'-1" BEDROOM 9'-1" BEDROOM 9'-1" BEDROOM 9'-1" BEDROOM 9'-1" BEDROOM 9'-1" BALC.BALC. KITCHEN 9'-1" KITCHEN 9'-1" KITCHEN 10'-1" BATH 9'-1" BATH 9'-1" BATH 9'-1" CORRIDOR 9'-1" KITCHEN 9'-1" KITCHEN 9'-1" OFFICE 9'-1" POWDER 9'-1" SITTING 9'-1" COMMUNITY 9'-1" COMMOM OPEN DECK STAIR 2 STAIR 3 BALC. LIVING / DINING 9'-1" BEDROOM 9'-1" TRASH KITCHEN 9'-1" BATH 9'-1" FITNESS RM 9'-1" BALC.BALC.BALC. LIVING / DINING 9'-1" LIVING / DINING 9'-1" LIVING / DINING 9'-1" LIVING / DINING 9'-1" F.E. F.E. 142'- 1 1 " L O N G E S T D I A G O N A L 89'-11" EXIT S E P A R A T I O N ( > 1 / 3 D I A G O N A L ) PA T H C PA T H 2 M 1 PA T H 2 M 2 PA T H 2 M 4 PA T H 2 M 5 PA T H 2 M 6 PA T H 2 M 3 48'-3"34'-9" PATH D 63'-4"36'-0" PATH D 32 2 N . H A R B O R B L V D . SA N T A A N A , C A 9 2 7 0 3 SHEET NUMBER 2 0 2 4 0 1 0 SHEET TITLE PROJECT NUMBER REVISIONS NO.DATE NO.DATE HANNOUCHE ARCHITECTS EXPRESSLY RESERVES ITS COMMON LAW COPYRIGHT AND OTHER PROPERTY RIGHTS INHERENT IN THESE PLANS. ALL DRAWINGS, ELECTRONIC FILES, FIELD NOTES AND ASSOCIATED DOCUMENTS ARE INSTRUMENTS OF SERVICE AND ARE THE PROPERTY OF HANNOUCHE ARCHITECTS. ALL INFORMATION CONTAINED IN THESE DRAWINGS, ELECTRONIC FILES, FIELD NOTES AND ASSOCIATED DOCUMENTS IS PROJECT SPECIFIC AND SHALL NOT BE REPRODUCED, DISCLOSED, CHANGED, COPIED, OR USED OTHERWISE IN ANY FORM OR MANNER WHATSOEVER, WITHOUT FIRST OBTAINING THE EXPRESSED WRITTEN PERMISSION AND CONSENT OF HANNOUCHE ARCHITECTS. HANNOUCHE ARCHITECT c 2021 HANNOUCHE ARCHITECTS 949.261.2070 SAMIR HANNOUCHE, ARCHITECT 20250 SW ACACIA ST. #145 NEWPORT BEACH, CA 92660 May 9, 2025 1 CORR 12/10/24 BLDG A CORR 3/18/25 OCFA 2 CORR 4/09/25 BLDG DATE SIGNED2 3 CORR 5/09/25 BLDG SECOND LEVEL - EXITING PLAN OCCUPANT LOAD SIGN - 2022 CBC 1004.1: FOR ASSEMBLY ROOMS OR AREA OF SIMILAR USAGE, PROVIDE A SIGN STATING "MAXIMUM OCCUPANT LOAD" PERMANENTLY POSTED NEAR THE MAIN EXIT FROM THE ASSEMBLY ROOM. THE SIGN SHALL BE LEGIBLE WITH LETTERS THAT ARE CONTRASTING IN COLOR WITH THE BACKGROUND. EGRESS ILLUMINATION - 2022 CBC 1013.3: THE MEANS OF EGRESS ILLUMINATION LEVEL SHALL NOT BE LESS THAN 1 FOOT-CANDLE AT THE WALKING SURFACE. MEANS OF EGRESS ILLUMINATION SHALL BE PROVIDED FROM AN EMERGENCY POWER SYSTEM. ACCESSIBLE MEANS OF EGRESS - 2022 CBC 1011.2: INTERIOR EXIT STAIRWAYS AND HORIZONTAL EXITS ARE USED TO PROVIDE ACCESSIBLE MEANS OF EGRESS FOR THE PROJECT. THE PROJECT HAS A SPRINKLER SYSTEM IN ACCORDANCE WITH 903.3.1.1 AND THEREFORE, STAIRWAYS WILL BE 44 INCHES WIDE AND AREAS OF REFUGE ARE NOT REQUIRED. TACTILE EXIT SIGNS - 2022 CBC 1013.1: EXIT SIGNS SHALL READ: "EXIT" AT GRADE LEVEL EXTERIOR EXIT DOOR "EXIT STAIR DOWN", "EXIT RAMP DOWN", "EXIT STAIR UP", "EXIT RAMP UP" AT EACH EXIT DOOR THAT LEADS DIRECTLY TO A GRADE LEVEL EXTERIOR EXIT DOOR BY A STAIRWAY OR RAMP AS APPROPRIATE. "EXIT ROUTE" AT EXIT DOORS THAT LEAD TO A GRADE LEVEL EXTERIOR EXIT BY MEANS OF AN EXIT ENCLOSURE OR AN EXIT PASSAGEWAY. "EXIT ROUTE" AT INTERIOR ROOM DOOR OR AREA TO A CORRIDOR OR HALLWAY. "TO EXIT" AT AN EXIT DOOR THROUGH A HORIZONTAL EXIT. LEGEND EXITING GENERAL NOTES EXIT SIGNS - 2022 CBC 1013.1: EXIT SIGNS SHALL BE PLACED AT 100 FEET MAXIMUM WITHIN THE EXIT ACCESS CORRIDOR AND EXIT PASSAGEWAY. 1 ACCESSIBLE ELEVATOR, PROVIDE MITSUBISHI ELEVATORS (35000 LBS), DIAMOND TRAC SERIES. PROVIDE TWO-WAY COMMUNICATION SYSTEM IN ACCORDANCE WITH CBC SECTION 1007.8. NEW ELEVATORS SHALL BE PROVIDED WITH PHASE ONE EMERGENCY RECALL OPERATION AND PHASE TWO EMERGENCY IN-CAR OPERATION IN ACCORDANCE WITH ASME A17.1 PROVIDE ELEVATOR SHAFT VENT AT TOP OF ELEVATOR SHAFT/HOISTWAY PER CDC 3004.2 (IF CONTRACTOR PROPOSES A CHANGE AND IT IS ACCEPTED BY THE OWNER, CONTRACTOR SHALL BE RESPONSIBLE FOR DESIGN SERVICES REQUIRED AS A RESULT OF THE CHANGE INCLUDING IMPACT ON OTHER SYSTEMS OR THE DESIGN OF ADJACENT SPACES. CONTRACTOR SHALL BE RESPONSIBLE FOR THE IMPACT OF ANY CHANGE, FORESEEN OR NOT. THE IMPACT OF AN CHANGE SHALL BE COMMUNICATED TO THE DESIGN TEAM/OWNER PRIOR TO ACCEPTANCE BY THE OWNER) ELEVATOR LOBBIES AT THE LEVELS OF EXIT DISCHARGE ARE NOT ENCLOSED (CBC SECT. 713.14.1, EXCEPTION 1). ENCLOSED ELEVATOR LOBBIES ARE NOT PROVIDED ON OTHER LEVELS (CBC SECT. 713.14.1, EXCEPTION 8). HOISTWAY DOOR OPENING IS PROTECTED BY A LISTED AND LABELED SMOKE CONTAINMENT SYSTEM COMPLYING WITH ICC ES AC 77. 2 BUILDING STORAGE ROOMS, SUCH AS RESIDENTIAL STORAGE, IF AVAILABLE TO TENANT USE, SHALL HAVE AT LEAST ONE OF EACH TYPE OF STORAGE COMPLYING WITH CBC 2022 SECT. 1127A.11. ACCESSIBLE STORAGE ROOMS SHALL BE LOCATED ON AN ACCESSIBLE ROUTE AND MUST PROVIDE AN ACCESSIBLE ENTRANCE. LIGHT SWITCHES MUST ALSO BE LOCATED WITHIN AN ACCESSIBLE REACH RANGE WITHIN STORAGE ROOM. EXITING KEY NOTES 1 1-HR WALL ASSEMBLY - 2x4 OR 2x6 WOOD STUDS AT 16" O.C. WITH ONE LAYER 5/8" TYPE 'X' GYP. BD. ON ONE SIDE, ONE LAYER 5/8" TYPE 'X' GYP. BD. OVER 1 2" RESILIENT CHANNELS ON THE OPPOSITE SIDE & 3 12" BATT INSUL. WALL SHALL EXTEND FROM FLOOR TO BOTTOM OF WOOD DECK ABOVE UNLESS NOTED OTHERWISE. SHEAR WALLS WILL HAVE 1 2" PLYWOOD SHEATHING UNDER GYP. BD. AND / OR SHEATHING - SEE STRUCT. - U.L. DES. NO. U309 (STC=50) - SEE TYPICAL DETAIL 16/A9.0 3 1-HR PARTY WALL ASSEMBLY - DBL. 2x6 STUDS AT 16" O.C. (2" SPACE BETWEEN) WITH ONE LAYER 5/8", TYPE 'X' GYP. BD. & 3 1 2" BATT INSUL. ON EACH SIDE OF WALL ASSEMBLY. WALLS SHALL EXTEND FROM FLOOR TO BOTTOM OF WOOD DECK ABOVE UNLESS NOTED OTHERWISE. U.L. DESIGN NO. U305 (STC=56) - SEE TYPICAL DETAIL 3/A9.0 4 1-HR OR 2-HR CMU FIRE BARRIER WALL ASSEMBLY (6" CMU GROUTED SOLID) - CALIFORNIA BUILDING CODE TABLE 721.1(2) - ITEM NO. 3-1.2 - WALL WILL HAVE FURRING PER CONDITION - SEE WALL TYPES. 1-HR MIN. EQUIVALENT THICKNESS = 2.6" (STC 52) 2-HR MIN. EQUIVALENT THICKNESS = 3.6" (STC 52) 6 3-HR FLOOR-CEILING ASSEMBLY - LIGHT WEIGHT CONCRETE OVER 2" METAL DECK (CONC. MUST BE 2 12" ABOVE FLUTES). SPRAY-ON FIRE-PROOFING IS ADDED TO THE UNDERSIDE OF THE METAL DECK AND TO STEEL BEAMS SUPPORTING THE DECK (THICKNESS IS DEPENDENT ON MANUFACTURER) - U.L. DESIGN NO. D701 7 FIRE RESISTIVE ASSEMBLIES 1-HR GYP. BD. COLUMN PROTECTION FOR ALL STEEL COLUMNS PER DETAILS ON SHEET A9.1 - U.L. DESIGN NO. X528 2 1-HR WALL ASSEMBLY - 3 5 8" x 20 GA. OR 6' x 20 GA. METAL STUDS AT 16" O.C. WITH 3 12" BATT INSUL. AND ONE LAYER 5/8" TYPE 'X' GYP. BD. EACH SIDE. WALLS SHALL EXTEND FROM FLOOR TO BOTTOM OF CONC. DECK ABOVE UNLESS NOTED OTHERWISE. - U.L. DES. NO. U419 (STC=50) 5 1-HR FLOOR-CEILING ASSEMBLY - MINIMUM 9 1/2" WOOD I-JOISTS AT 16" O.C. WITH 3 4" PLYWOOD AND + 3 4" ACOUSTI-MAT + 1 1/2" LIGHTWEIGHT CONCRETE ON TOP AND TWO LAYERS 5/8", TYPE 'X' GYP. BD. ON RSIC-1 ACOUSTICAL CHANNELS BELOW- U.L. DESIGN NO. L518 (STC 55) & (IIC 60) 8 1-HR ROOF-CEILING ASSEMBLY - SINGLE-PLY ROOFING SYSTEM OVER SLOPED RIGID INSULATION OVER 3 4" PLYWOOD DECK ON TOP SIDE OVER 2x12 JOISTS AT 16" O.C. - ON BOTTOM SIDE 2 LAYERS 5 8" TYPE 'X' GYP. BD. ON 7 8" FURRING CHANNELS PERPENDICULAR TO JOISTS AT 24" O.C. - U.L. DESIGN NO. L541 12 2-HR WALL ASSEMBLY - 3 5 8" x 20 GA. OR 6' x 20 GA. METAL STUDS AT 16" O.C. WITH 3 1 2" BATT INSUL. AND 2 LAYERS 5/8" TYPE 'X' GYP. BD. EACH SIDE. WALLS SHALL EXTEND FROM FLOOR TO BOTTOM OF CONC. DECK ABOVE UNLESS NOTED OTHERWISE. - G.A. FILE. NO. WP 1548 (STC=54) 10 2-HR WALL SHAFT WALL ASSEMBLY - 4" x 20 GA. 20 GA. C-H METAL STUDS AT 24" O.C. WITH 3" BATT INSUL., 2 LAYERS 5/8" TYPE 'X' GYP. BD. ON ROOM SIDE AND 1" TYPE 'X' LINER PANEL ON SHAFT SIDE. WALLS SHALL EXTEND FROM FLOOR TO BOTTOM OF WOOD DECK ABOVE UNLESS NOTED OTHERWISE. - G.A. FILE. NO. WP 7051 (STC=54) 11 3-HR WALL WALL ASSEMBLY - 2 1 2" x 20 GA. C-H METAL STUDS AT 24" O.C. WITH 3 LAYERS 5/8" TYPE 'X' GYP. BD. ON EXTERIOR AND 1" TYPE 'X' LINER PANEL ON BUILDING SIDE. WALLS BE ON OUT SIDE OF SHEAR WALLS. EXTERIOR FINISH SHALL BE 7 8" CEMENT PLASTER SYSTEM - G.A. FILE. NO. WP 7051 - SEE TYPICAL DETAIL 20/A9.0 5A 1-HR FLOOR-CEILING ASSEMBLY - MINIMUM 2x10 WOOD I-JOISTS AT 16" O.C. WITH 3 4" PLYWOOD AND + 3 4" ACOUSTI-MAT + 1 1/2" LIGHTWEIGHT CONCRETE ON TOP AND TWO LAYERS 5/8", TYPE 'X' GYP. BD. ON RSIC-1 ACOUSTICAL CHANNELS BELOW- U.L. DESIGN NO. L541 (STC 55) & (IIC 60) 9 2-HR WALL ASSEMBLY - 2 x 6 WOOD STUDS AT 16" O.C. WITH 5 1 2" BATT INSULATION. PROVIDE 2 LAYERS 5/8" TYPE 'X' GYP. BD. ON STAIR SIDE AND 2 LAYERS 5/8" TYPE 'X' GYP. BD. ON 7 8" x 25 GA. HORIZONTAL FURRING CHANNELS ON ROOM SIDE. WALLS SHALL EXTEND FROM FLOOR TO BOTTOM OF DECK ABOVE UNLESS NOTED OTHERWISE. - U.L. DESIGN NO. U301 (STC=55) 13 2-HR EXTERIOR WALL ASSEMBLY - 2 x 6 WOOD STUDS AT 16" O.C. WITH R-19 BATT INSUL., 2 LAYERS 5/8" TYPE 'X' GYP. BD. ON INTERIOR AND ONE LAYER 5 8", TYPE 'X' GYP. SHEATHING + 7 8 CEMENT PLASTER ASSEMBLY ON THE EXTERIOR. WALLS SHALL EXTEND FROM FLOOR TO BOTTOM OF DECK ABOVE UNLESS NOTED OTHERWISE. - G.A. FILE. NO. WP 8417 3 EXIT SIGNAGE. SEE DETAIL 27/A0.11. EXIT SIGNS SHALL BE READILY VISIBLE FROM ANY DIRECTION OF APPROACH. EXIT SIGNS SHALL BE LOCATED AS NECESSARY TO CLEARLY INDICATE THE DIRECTION OF EGRESS TRAVEL. NO POINT SHALL BE MORE THAN 100 FEET FROM THE NEAREST VISIBLE SIGN (1001) USE SIGNAGE "EXIT ENROUTE" AT BASEMENT LEVEL 2 AND BASEMENT LEVEL 1A USE SIGNAGE "EXIT" AT LEVEL 1B USE SIGNAGE "EXIT STAIR DOWN" AT LEVEL 2-4C REFER TO SHEET A0.4 UNDER FIRE DEPARTMENT NOTES FOR ADDITIONAL INFORMATION REGARDING EXITING REQUIREMENTS INTERIOR-FLAME RETARDANCE INTERIOR WALL & CEILING FINISH REQUIREMENTS BY OCCUPANCY FOR GROUPS A-3 (ROOMS AND ENCLOSED SPACES), R-2 & S IS CLASS C (TABLE 803.9) 1. INTERIOR WALL AND CEILING FINISHES FOR LOBBY SPACES SHALL NOT EXCEED A FLAME-SPREAD CLASSIFICATION OF 200 (CLASS III) 2. INTERIOR WALL AND CEILING FINISHES FOR EXIT CORRIDORS SHALL NOT EXCEED A FLAME-SPREAD CLASSIFICATION OF 75 (CLASS III) 3. INTERIOR WALL AND CEILING FINISHES FOR STAIRWAYS SHALL NOT EXCEED A FLAME-SPREAD CLASSIFICATION OF 25 (CLASS III) 4. ANY DECORATIONS USED SHALL BE NON-COMBUSTIBLE OR FLAME-RETARDANT TREATED IN APPROVED MANNER (CURTAINS, DRAPES, SHADES, HANGINGS, ETC.) 101 A1 THE TOP NUMBER INDICATES INDIVIDUAL UNIT NUMBER FOR COORDINATION AND IDENTIFICATION OF UNIT DURING CONSTRUCTION. CONTRACTOR TO PROVIDE THIS NUMBER AFFIXED AND MAINTAINED AT EACH UNITS MAIN ENTRY DOOR THROUGH THE DURATION OF CONSTRUCTION. THE BOTTOM NUMBER INDICATES UNIT PLAN TYPE. R = REVERSE PLAN. EXIT PATH OF TRAVEL CBC SEC 1016 COMMON PATH OF EGRESS TRAVEL CBC SEC 1014.3 250'-0" MAX GROUP R2 = 125'-0" MAX GROUP S and B = 100'-0" MAX "COMMON PATH OF EGRESS TRAVEL" SHALL BE INCLUDED WITHIN THE PERMITTED TRAVEL DISTANCE INDICATES SEMI-RECESSED FIRE EXTINGUISHER CAB. AT BUILDING LEVELS & WALL-MOUNTED FIRE EXTINGUISHER AT GROUND LEVEL, POTTER ROEMER #7032 OR EQ. W/ SOLID DOOR COMBINATION 2A-10ABC F.E.. LOCATE F.E. SO THAT FROM ANY POINT WITHIN THE BLDG AN F.E. IS NOT MORE THAN 75' OF TRAVEL DISTANCE. VERIFY PROPOSED LOCATIONS AND QUANTITY AND TYPE OF CAB. W/ THE FIRE INSPECTOR PRIOR TO PURCHASE AND INSTALL. 250 FEET MAX. TRAVEL TO EXIT ACCESS COMPONENT (TO STAIR) PATH EATD = EXIT ACCESS TRAVEL DISTANCE CPOET = COMMON PATH OF EGRESS TRAVEL UNIT NUMBER UNIT TYPE (A = "U" SHAPE KITCHENS) PROPERTY LINE 1 HOUR WALL ASSEMBLY - SEE FIRE RESISTIVE ASSEMBLIES 2 HOUR WALL ASSEMBLY - SEE FIRE RESISTIVE ASSEMBLIES 60 OPENING RATING (IN MINUTES) A-2 OCCUPANCY GROUPS S-2 R-2 RATED WALL ASSEMBLIES GROUP A over 50 OCCUPANTS = 30'-0" MAX. F.E. U WET STANDPIPE, CLASS 1, FOR FIRE DEPARTMENT USE. SEE FIRE PROTECTION DWGS BY OTHERS FOR ADDITIONAL INFO. AND DETAILS. 1.OCFA FINAL INSPECTION REQUIRED. PLEASE SCHEDULE ALL FIELD INSPECTIONS AT LEAST 48 HOURS IN ADVANCE. INSPECTIONS CANCELED AFTER 1 P.M. ON THE DAY BEFORE THE SCHEDULED DATE WILL BE SUBJECT TO A REINSPECTION FEE. PHASING OF INSPECTIONS MAY REQUIRE ADDITIONAL FEES, ALSO. CALL OCFA INSPECTION SCHEDULING AT 714-573-6150. 2.BUILDINGS UNDER CONSTRUCTION OR DEMOLITION SHALL CONFORM TO CFC CHAPTER 33. NO SMOKING OR COOKING IS ALLOWED IN STRUCTURES WHERE COMBUSTIBLE MATERIALS ARE EXPOSED OR WITHIN 25 FEET OF COMBUSTIBLE MATERIALS STORAGE AREAS. CUTTING, WELDING, OR OTHER HOT WORK SHALL BE IN CONFORMANCE WITH CFC CHAPTER 35. 3.IN BUILDINGS FOUR OR MORE STORIES IN HEIGHT, STANDPIPES SHALL BE PROVIDED DURING CONSTRUCTION WHEN THE HEIGHT REACHES 40 FEET ABOVE THE LOWEST POINT OF FIRE DEPARTMENT ACCESS. A FIRE DEPARTMENT CONNECTION SHALL BE NO MORE THAN 100 FEET FROM AVAILABLE FIRE DEPARTMENT VEHICLE ACCESS ROADWAYS. A HYDRANT SHALL BE LOCATED ALONG THE ACCESS ROADWAY WITHIN 150 FEET OF THE LOCATION(S) THAT THE FDC CAN BE ACCESSED FROM. CFC 3310, 3313 4.ADDRESS NUMBERS SHALL BE PROVIDED FOR ALL NEW AND EXISTIONG BUILDINGS, BE A MINIMUM OF 4 INCHES HIGH FOR INDIVIDUAL DWELLING UNITS AND 6 INCHES HIGH FOR ALL OTHER INSTALLATIONS AND STRUCTURES, CONTRAST WITH THEIR BACKGROUND, AND BE PLAINLY VISIBLE FROM THE ROADWAY THE BUILDING IS ADDRESSED ON. TEMPORARY ADDRESS NUMBERS SHALL BE PROVIDED ON CONSTRUCTION FENCING OR THE BUILDING UNTIL PERMANENT NUMBERS CAN BE PROVIDED. CBC 501.2, CFC 505.1 5.LOCATIONS AND CLASSIFICATIONS OF EXTINGUISHERS SHALL BE IN ACCORDANCE WITH CFC 906 AND CCR TITLE 19. AT LEAST ONE EXTINGUISHER SHALL BE PROVIDED DURING CONSTRUCTION ON EACH FLOOR AT EACH STAIRWAY, IN EACH STORAGE AND CONSTRUCTION SHED, IN LOCATIONS WHERE FLAMMABLE OR COMBUSTIBLE LIQUIDS ARE STORED OR USED, OR WHERE SIMILAR HAZARDS ARE PRESENT PER CFC 3315.1. BEFORE FINAL OCCUPANCY, AT LEAST ONE 2A:10B:C EXTINGUISHER SHALL BE PROVIDED SO THAT NO POINT IS MORE THAN 75 FEET TRAVEL DISTANCE FROM THE EXTINGUISHER. EXTINGUISHERS SHALL BE LOCATED ALONG THE PATH OF EGRESS TRAVEL AND IN A READILY VISIBLE AND ACCESSIBLE LOCATION, WITH THE BOTTOM OF THE EXTINGUISHER AT LEAST 4 INCHES ABOVE THE FLOOR. ADDITIONAL EXTINGUISHERS MAY BE REQUIRED BY OCFA INSPECTORS DEPENDING ON PROJECT OR SITE CONDITIONS AND FINAL PLACEMENT IS SUBJECT TO THEIR APPROVAL. 6.WALL, FLOOR AND CEILING FINISHES AND MATERIALS SHALL NOT EXCEED THE FLAME SPREAD CLASSIFICATIONS IN CBC TABLE 803.11. DECORATIVE MATERIALS SHALL BE PROPERLY TREATED BY A PRODUCT OR PROCESS APPROVED BY THE STATE FIRE MARSHAL WITH APPROPRIATE DOCUMENTATION PROVIDED TO THE OCFA. SUCH ITEMS SHALL BE APPROVED AND INSPECTED BY THE OCFA PRIOR TO INSTALLATION. 7.KNOX BOXES/KEY CABINETS SHALL BE PROVIDED FOR ALL HIGH-RISE BUILDINGS, POOL ENCLOSURES, GATES IN THE PATH OF FIREFIGHTER TRAVEL TO STRUCTURES, SECURED PARKING LEVELS, DOORS GIVING ACCESS TO ALARM PANELS AND/OR ANNUNCIATORS, AND ANY OTHER STRUCTURES OR AREAS WHERE IMMEDIATE ACCESS IS REQUIRED OR IS UNDULY DIFFICULT. AN OCFA INSPECTOR CAN ASASIST WITH LOCKING GATE KEYS IN KNOX BOXES, CONTACT YOUR LOCAL FIRE STATION TO ARRANGE AN APPOINTMENT TO SECURE MASTER BUILDING KEYS IN THE KNOX BOX. 8.APPROVAL OF THESE PLANS SHALL NOT PERMIT THE VIOLATION OF ANY CODE OR LAW. REQUIREMENTS OR FEATURES NOT IDENTIFIED ON THE PLAN MAY APPLY AND OCFA INSPECTORS MAY REQUIRE ADDITIONAL INFORMATION OR ITEMS FROM THOSE SHOWN ON THE PLAN DEPENDING ON ACTUAL OR ANTICIPATED FIELD CONDITIONS. SUCH CHANGES MAY NECESSITATE SUBMITTAL OF REVISED OR AS-BUILT PLANS TO THE OCFA AND THE CITY/COUNTY WHERE THE PROJECT IS LOCATED. 9.THE PROJECT SHALL COMPLY WITH 2022 CALIFORNIA BUILDING CODE, 2022 CALIFORNIA FIRE CODE, AND OTHER CURRENTLY ADOPTED CODES, STANDARDS, REGULATIONS AND REQUIREMENTS AS ENFORCED BY THE OCFA. 10.APPROVAL OF THIS PLAN IS CONTINGENT UPON A CERTIFICATE OF OCCUPANCY BEING ISSUED UPON COMPLETION OF ALL CONSTRUCTION ON THE ENTIRE PROJECT. PHASED OCCUPANCY SHALL BE PERMITTED ONLY WITH PRIOR APPROVAL FROM OCFA AND THE BUILDING OFFICIAL. REQUESTS FOR PHASED OCCUPANCY SHALL BE SUBMITTED TO OCFA FOR EVALUATION AS AN ALTERNATE MATERIALS AND METHODS PROPOSAL ACCOMPANYING THE ARCHITECTURAL SUBMITTAL. SUCH REQUESTS SHALL BE MADE PRIOR TO START OF CONSTRUCTION ONLY. 11.DUMPSTERS AND TRASH CONTAINERS EXCEEDING 1.5 CUBIC YARDS SHALL NOT BE STORED IN BUILDINGS OR PLACED WITHIN 5 FEET OF COMBUSTIBLE WALLS, OPENINGS OR COMBUSTIBLE ROOF EAVE LINES UNLESS PROTECTED BY AN APPROVED SPRINKLER SYSTEM OR LOCATED IN A TYPE I OR IIA STRUCTURE SEPARATED BY 10 FEET FROM OTHER STRUCTURES. CONTAINERS LARGER THAN 1 CUBIC YARD SHALL BE OF NON- OR LIMITED-COMBUSTIBLE MATERIALS OR SIMILARLY PROTECTED OR SEPARATED. CFC 304.3. 12.EXITS, EXIT SIGNS, FIRE ALARM PANELS, HOSE CABINETS, FIRE EXTINGUISHER LOCATIONS, AND STANDPIPE CONNECTIONS SHALL NOT BE CONCEALED BY CURTAINS, MIRRORS, OR OTHER DECORATIVE MATERIAL. 13.THE EGRESS PATH SHALL REMAIN FREE AND CLEAR OF ALL OBSTRUCTIONS AT ALL TIMES. NO STORAGE IS PERMITTED IN AISLES. 14.EXIT DOORS SHALL BE OPENABLE FROM THE INSIDE WITHOUT THE USE OF A KEY OR ANY SPECIAL KNOWLEDGE OR EFFORT. DOORS SHALL NOT BE PROVIDED WITH THUMB-TURN LOCKS OR DEADBOLTS THAT DO NOT UNLATCH IN TANDEM WITH THE NORMAL OPERATING LEVER. THE OPENING FORCE FOR INTERIOR DOORS WITHOUT CLOSERS SHALL NOT EXCEED 5 POUNDS. THE UNLATCHING AND OPENING FORCE FOR OTHER DOORS, INCLUDING FIRE DOORS, SHALL NOT EXCEED 15 POUNDS. CBC 1010. 15.THE EXIT PATH SHALL BE CLEARLY IDENTIFIED WITH EXIT SIGNS CONFORMING TO CBC 1013. ILLUMINATED EXIT SIGNS MUST HAVE 90-MINUTE EMERGENCY POWER BACK-UP. 16.STAIRS SERVING 4+ STORIES SHALL HAVE STAIRWELL SIGNS CONFORMING TO CBC 1023.9 AND OCFA GUIDELINE E-02. 17.THE EXIT PATH SHALL BE ILLUMINATED AT ALL TIMES IN ACCORDANCE WITH CBC 1006. EMERGENCY LIGHTING SHALL BE PROVIDED WITH 90-MINUTE BACK-UP. 18.RATED ASSEMBLIES SHALL CONFORM TO APPROVED METHODS AND MATERIALS OF CONSTRUCTION. PENETRATIONS THROUGH RATED WALLS, CEILINGS, OR FLOORS SHALL BE PROTECTED IN AN APPROVED MANNER COMPLYING WITH CBC/CFC CHAPTER 7. 19.RATED DOORS SHALL BE SELF-CLOSING AND LATCHING; SUCH DOORS SHALL NOT BE EQUIPPED WITH DOOR STOPS OR OTHERWISE PROPPED OPEN. RATED DOORS SHALL BE EQUIPPED WITH RATED HARDWARE. CFC 703. 20.OCCUPANT LOAD SIGN, WITH MINIMUM ONE-INCH LETTERS AND NUMBERS CONTRASTING WITH THEIR BACKGROUND, SHALL BE POSTED IN A CONSPICUOUS LOCATION NEAR THE MAIN EXIT PER CBC 1004.3 AND TITLE 19 3.30. WHERE MULTIPLE SEATING CONFIGURATIONS OR USES ARE ANTICIPATED, SEATING DIAGRAMS AND THEIR RESPECTIVE OCCUPANT LOADS MAY ALSO BE REQUIRED TO BE POSTED. 21.PANIC HARDWARE SHALL BE PROVIDED FOR ALL EXIT AND EXIT ACCESS DOORS IN ASSEMBLY OCCUPANCIES. SUCH DOORS SHALL SWING IN THE DIRECTION OF EXIT TRAVEL. DOORS EQUIPPED WITH PANIC HARDWARE SHALL HAVE NO OTHER LOCK OR LATCH EXCEPT PANIC HARDWARE. IF PANIC HARDWARE IS OMITTED ON THE MAIN DOOR WHEN PERMITTED BY CBC 1010.1.9.3, A SIGN STATING "THIS DOOR TO REMAIN UNLOCKED WHEN BUILDING IS OCCUPIED" IN MINIMUM 1-INCH LETTERS CONTRASTING WITH THEIR BACKGROUND SHALL BE POSTED IN A CONSPICUOUS LOCATION ON OR ADJACENT TO THE DOOR AND THE DOOR SHALL BE EQUIPPED ONLY WITH A KEY-OPERATED LOCK THAT VISUALLY INDICATES WHETHER IT IS OPEN OR LOCKED. 22.AN AUTOMATIC FIRE SPRINKLER SYSTEM SHALL BE PROVIDED THROUGHOUT THE BUILDING IN COMPLIANCE WITH CFC 903 AND THE APPLICABLE 2016 NFPA SPRINKLER STANDARD. REVIEW AND APPROVAL OF A SPRINKLER PLAN IS REQUIRED PRIOR TO INSTALLATION OR MODIFICATION. 23.AN AUTOMATIC EXTINGUISHING SYSTEM SHALL BE PROVIDED TO PROTECT COMMERCIAL-TYPE FOOD HEATING EQUIPMENT THAT PRODUCES GREASE-LADEN VAPORS AND SHALL COMPLY WITH 2016 CFC AND CMC AND 2009 NFPA 17A. REVIEW AND APPROVAL OF A HOOD AND DUCT EXTINGUISHING SYSTEM PLAN IS REQUIRED PRIOR TO INSTALLATION OR USE OF COOKING EQUIPMENT. 24.A FIRE ALARM SYSTEM SHALL BE PROVIDED IN COMPLIANCE WITH CBC/CFC 907 AND 2016 NFPA 72. A SEPARATE PLAN SUBMITTAL IS REQUIRED FOR APPROVAL PRIOR TO INSTALLATION OR MODIFICATION. 25.AUTOMATIC FIRE SPRINKLER SYSTEM(S) AND ALL CONTROL VALVES, WITH THE EXCEPTION OF THOSE LISTED IN CFC 903.4, SHALL BE MONITORED BY A UL LISTED CENTRAL ALARM STATION. 26.AT LEAST ONE EMERGENCY ESCAPE AND RESCUE WINDOW SHALL BE PROVIDED FOR EVERY SLEEPING ROOM BELOW THE FOURTH STORY IN R OCCUPANCIES, EXCEPT IN R-1/R-2 OF TYPE I, IIA, IIIA, OR IV CONSTRUCTION. ACCESS TO RESCUE OPENINGS SHALL BE IN ACCORDANCE WITH OCFA GUIDELINES B-09 AND E-04. VEGETATION, TOPOGRAPHY, FENCES/WALLS AND OTHER OBSTRUCTIONS SHALL NOT IMPEDE LADDERING OF RESCUE OPENINGS OR THE PATH OF FIREFIGHTER TRAVEL FROM THE FIRE LANE TO SUCH OPENINGS. CBC 1030, CFC 504.1. 27.THE SMOKE CONTROL SYSTEM SHALL COMPLY WITH CBC/CFC 909 AND CFC REGULATIONS. REVIEW AND APPROVAL OF A RATIONAL ANALYSIS REPORT IS REQUIRED PRIOR TO COMMENCING CONSTRUCTION. ACCEPTANCE TESTING SHALL BE PERFORMED BY A QUALIFIED THIRD PARTY AND VERIFIED BY AN OCFA INSPECTOR PRIOR TO OCCUPANCY. 28.PROJECTS LOCATED WITHIN A D.O.G.G.R. FIELD BOUNDARY, NEAR AN OIL/GAS WELL OR SEEP, OR OTHER LOCATIONS WITH A POTENTIAL FOR COMBUSTIBLE SOIL GAS SHALL UNDERGO EVALUATION AND POSSIBLE MITIGATION AS DESCRIBED IN OCFA GUIDELINE C-03. OCFA ARCHITECTURAL NOTES 1 9 90 60 90 20 20 2020 20 20 20 20 90 4545 90 A0.7 SECOND LEVEL FIRE SEPARATION AND EXITING PLAN SCALE: 1/8" = 1'-0" NO R T H 1 UP 18R @6.72" EA. DN 18R @6.72" EA. IDF IDF UP 1 8 R @6 . 7 2 " E A . DN 1 8 R @6 . 7 2 " E A . OPEN TO BELOW OPEN TO BELOW OPEN TO BELOW LOBBY 9'-1" BALC. ELEV. STAIR 1 STAIR 3 TRASH BALC.BALC. MASTER BEDROOM 9'-1" LIVING 9'-1" DINING 9'-1" KITCHEN 9'-1" BATH 2 9'-1" BEDROOM 2 9'-1" BATH 9'-0" BEDROOM 9'-1" KITCHEN 9'-0" LIVING / DINING 9'-1" BALC. LIVING / DINING 9'-1" LIVING / DINING 9'-1" KITCHEN 9'-0" BATH 9'-0" BATH 9'-0" KITCHEN 9'-1" KITCHEN 9'-1" BATH 9'-1" BATH 9'-1" KITCHEN 9'-1" BEDROOM 9'-1" BEDROOM 9'-1" BEDROOM 9'-1" BEDROOM 9'-1" BALC.BALC.BALC.BALC. BEDROOM 9'-1" LIVING / DINING 9'-1" KITCHEN 9'-1" BATH 9'-1" W.I.C. 9'-1" MASTER BEDROOM 9'-1" BEDROOM 9'-1" LIVING 9'-1"KITCHEN 9'-1" DINING 9'-1" M. BATH 9'-1" M. BATH 9'-1"BATH 9'-1" CORRIDOR 9'-1" LIVING / DINING 9'-1" LIVING / DINING 9'-1" 142'- 1 1 " L O N G E S T D I A G O N A L 103'-7" EXIT S E P A R A T I O N ( > 1 / 3 D I A G O N A L ) PATH 3M1 PATH 3M2 PATH 3M3 303 304 305 306 PATH 3M4 307 PATH 3M5 309 PATH 3M6 311 312 PATH 3M7 PATH 3M8 EGRESS DATA - LEVEL 3 EATDCPOET 34'-9" 46'-9" 34'-9" PATHRM # 73'-3"34'-9" 33'-9"69'-2" 34'-9"63'-3" 98'-6" 90'-4" 77'-10" 71'-0"46'-9" 48'-3"34'-9" PATH 3M2 PA T H 3 M 1 PA T H 3 M 3 PA T H 3 M 5 PA T H 3 M 6 PA T H 3 M 7 PA T H 3 M 4 PA T H 3 M 8 32 2 N . H A R B O R B L V D . SA N T A A N A , C A 9 2 7 0 3 SHEET NUMBER 2 0 2 4 0 1 0 SHEET TITLE PROJECT NUMBER REVISIONS NO.DATE NO.DATE HANNOUCHE ARCHITECTS EXPRESSLY RESERVES ITS COMMON LAW COPYRIGHT AND OTHER PROPERTY RIGHTS INHERENT IN THESE PLANS. ALL DRAWINGS, ELECTRONIC FILES, FIELD NOTES AND ASSOCIATED DOCUMENTS ARE INSTRUMENTS OF SERVICE AND ARE THE PROPERTY OF HANNOUCHE ARCHITECTS. ALL INFORMATION CONTAINED IN THESE DRAWINGS, ELECTRONIC FILES, FIELD NOTES AND ASSOCIATED DOCUMENTS IS PROJECT SPECIFIC AND SHALL NOT BE REPRODUCED, DISCLOSED, CHANGED, COPIED, OR USED OTHERWISE IN ANY FORM OR MANNER WHATSOEVER, WITHOUT FIRST OBTAINING THE EXPRESSED WRITTEN PERMISSION AND CONSENT OF HANNOUCHE ARCHITECTS. HANNOUCHE ARCHITECT c 2021 HANNOUCHE ARCHITECTS 949.261.2070 SAMIR HANNOUCHE, ARCHITECT 20250 SW ACACIA ST. #145 NEWPORT BEACH, CA 92660 May 9, 2025 1 CORR 12/10/24 BLDG A CORR 3/18/25 OCFA 2 CORR 4/09/25 BLDG DATE SIGNED2 3 CORR 5/09/25 BLDG THIRD LEVEL - EXITING PLAN OCCUPANT LOAD SIGN - 2022 CBC 1004.1: FOR ASSEMBLY ROOMS OR AREA OF SIMILAR USAGE, PROVIDE A SIGN STATING "MAXIMUM OCCUPANT LOAD" PERMANENTLY POSTED NEAR THE MAIN EXIT FROM THE ASSEMBLY ROOM. THE SIGN SHALL BE LEGIBLE WITH LETTERS THAT ARE CONTRASTING IN COLOR WITH THE BACKGROUND. EGRESS ILLUMINATION - 2022 CBC 1013.3: THE MEANS OF EGRESS ILLUMINATION LEVEL SHALL NOT BE LESS THAN 1 FOOT-CANDLE AT THE WALKING SURFACE. MEANS OF EGRESS ILLUMINATION SHALL BE PROVIDED FROM AN EMERGENCY POWER SYSTEM. ACCESSIBLE MEANS OF EGRESS - 2022 CBC 1011.2: INTERIOR EXIT STAIRWAYS AND HORIZONTAL EXITS ARE USED TO PROVIDE ACCESSIBLE MEANS OF EGRESS FOR THE PROJECT. THE PROJECT HAS A SPRINKLER SYSTEM IN ACCORDANCE WITH 903.3.1.1 AND THEREFORE, STAIRWAYS WILL BE 44 INCHES WIDE AND AREAS OF REFUGE ARE NOT REQUIRED. TACTILE EXIT SIGNS - 2022 CBC 1013.1: EXIT SIGNS SHALL READ: "EXIT" AT GRADE LEVEL EXTERIOR EXIT DOOR "EXIT STAIR DOWN", "EXIT RAMP DOWN", "EXIT STAIR UP", "EXIT RAMP UP" AT EACH EXIT DOOR THAT LEADS DIRECTLY TO A GRADE LEVEL EXTERIOR EXIT DOOR BY A STAIRWAY OR RAMP AS APPROPRIATE. "EXIT ROUTE" AT EXIT DOORS THAT LEAD TO A GRADE LEVEL EXTERIOR EXIT BY MEANS OF AN EXIT ENCLOSURE OR AN EXIT PASSAGEWAY. "EXIT ROUTE" AT INTERIOR ROOM DOOR OR AREA TO A CORRIDOR OR HALLWAY. "TO EXIT" AT AN EXIT DOOR THROUGH A HORIZONTAL EXIT. LEGEND EXITING GENERAL NOTES EXIT SIGNS - 2022 CBC 1013.1: EXIT SIGNS SHALL BE PLACED AT 100 FEET MAXIMUM WITHIN THE EXIT ACCESS CORRIDOR AND EXIT PASSAGEWAY. 1 ACCESSIBLE ELEVATOR, PROVIDE MITSUBISHI ELEVATORS (35000 LBS), DIAMOND TRAC SERIES. PROVIDE TWO-WAY COMMUNICATION SYSTEM IN ACCORDANCE WITH CBC SECTION 1007.8. NEW ELEVATORS SHALL BE PROVIDED WITH PHASE ONE EMERGENCY RECALL OPERATION AND PHASE TWO EMERGENCY IN-CAR OPERATION IN ACCORDANCE WITH ASME A17.1 PROVIDE ELEVATOR SHAFT VENT AT TOP OF ELEVATOR SHAFT/HOISTWAY PER CDC 3004.2 (IF CONTRACTOR PROPOSES A CHANGE AND IT IS ACCEPTED BY THE OWNER, CONTRACTOR SHALL BE RESPONSIBLE FOR DESIGN SERVICES REQUIRED AS A RESULT OF THE CHANGE INCLUDING IMPACT ON OTHER SYSTEMS OR THE DESIGN OF ADJACENT SPACES. CONTRACTOR SHALL BE RESPONSIBLE FOR THE IMPACT OF ANY CHANGE, FORESEEN OR NOT. THE IMPACT OF AN CHANGE SHALL BE COMMUNICATED TO THE DESIGN TEAM/OWNER PRIOR TO ACCEPTANCE BY THE OWNER) ELEVATOR LOBBIES AT THE LEVELS OF EXIT DISCHARGE ARE NOT ENCLOSED (CBC SECT. 713.14.1, EXCEPTION 1). ENCLOSED ELEVATOR LOBBIES ARE NOT PROVIDED ON OTHER LEVELS (CBC SECT. 713.14.1, EXCEPTION 8). HOISTWAY DOOR OPENING IS PROTECTED BY A LISTED AND LABELED SMOKE CONTAINMENT SYSTEM COMPLYING WITH ICC ES AC 77. 2 BUILDING STORAGE ROOMS, SUCH AS RESIDENTIAL STORAGE, IF AVAILABLE TO TENANT USE, SHALL HAVE AT LEAST ONE OF EACH TYPE OF STORAGE COMPLYING WITH CBC 2022 SECT. 1127A.11. ACCESSIBLE STORAGE ROOMS SHALL BE LOCATED ON AN ACCESSIBLE ROUTE AND MUST PROVIDE AN ACCESSIBLE ENTRANCE. LIGHT SWITCHES MUST ALSO BE LOCATED WITHIN AN ACCESSIBLE REACH RANGE WITHIN STORAGE ROOM. EXITING KEY NOTES 1 1-HR WALL ASSEMBLY - 2x4 OR 2x6 WOOD STUDS AT 16" O.C. WITH ONE LAYER 5/8" TYPE 'X' GYP. BD. ON ONE SIDE, ONE LAYER 5/8" TYPE 'X' GYP. BD. OVER 1 2" RESILIENT CHANNELS ON THE OPPOSITE SIDE & 3 12" BATT INSUL. WALL SHALL EXTEND FROM FLOOR TO BOTTOM OF WOOD DECK ABOVE UNLESS NOTED OTHERWISE. SHEAR WALLS WILL HAVE 1 2" PLYWOOD SHEATHING UNDER GYP. BD. AND / OR SHEATHING - SEE STRUCT. - U.L. DES. NO. U309 (STC=50) - SEE TYPICAL DETAIL 16/A9.0 3 1-HR PARTY WALL ASSEMBLY - DBL. 2x6 STUDS AT 16" O.C. (2" SPACE BETWEEN) WITH ONE LAYER 5/8", TYPE 'X' GYP. BD. & 3 1 2" BATT INSUL. ON EACH SIDE OF WALL ASSEMBLY. WALLS SHALL EXTEND FROM FLOOR TO BOTTOM OF WOOD DECK ABOVE UNLESS NOTED OTHERWISE. U.L. DESIGN NO. U305 (STC=56) - SEE TYPICAL DETAIL 3/A9.0 4 1-HR OR 2-HR CMU FIRE BARRIER WALL ASSEMBLY (6" CMU GROUTED SOLID) - CALIFORNIA BUILDING CODE TABLE 721.1(2) - ITEM NO. 3-1.2 - WALL WILL HAVE FURRING PER CONDITION - SEE WALL TYPES. 1-HR MIN. EQUIVALENT THICKNESS = 2.6" (STC 52) 2-HR MIN. EQUIVALENT THICKNESS = 3.6" (STC 52) 6 3-HR FLOOR-CEILING ASSEMBLY - LIGHT WEIGHT CONCRETE OVER 2" METAL DECK (CONC. MUST BE 2 12" ABOVE FLUTES). SPRAY-ON FIRE-PROOFING IS ADDED TO THE UNDERSIDE OF THE METAL DECK AND TO STEEL BEAMS SUPPORTING THE DECK (THICKNESS IS DEPENDENT ON MANUFACTURER) - U.L. DESIGN NO. D701 7 FIRE RESISTIVE ASSEMBLIES 1-HR GYP. BD. COLUMN PROTECTION FOR ALL STEEL COLUMNS PER DETAILS ON SHEET A9.1 - U.L. DESIGN NO. X528 2 1-HR WALL ASSEMBLY - 3 5 8" x 20 GA. OR 6' x 20 GA. METAL STUDS AT 16" O.C. WITH 3 12" BATT INSUL. AND ONE LAYER 5/8" TYPE 'X' GYP. BD. EACH SIDE. WALLS SHALL EXTEND FROM FLOOR TO BOTTOM OF CONC. DECK ABOVE UNLESS NOTED OTHERWISE. - U.L. DES. NO. U419 (STC=50) 5 1-HR FLOOR-CEILING ASSEMBLY - MINIMUM 9 1/2" WOOD I-JOISTS AT 16" O.C. WITH 3 4" PLYWOOD AND + 3 4" ACOUSTI-MAT + 1 1/2" LIGHTWEIGHT CONCRETE ON TOP AND TWO LAYERS 5/8", TYPE 'X' GYP. BD. ON RSIC-1 ACOUSTICAL CHANNELS BELOW- U.L. DESIGN NO. L518 (STC 55) & (IIC 60) 8 1-HR ROOF-CEILING ASSEMBLY - SINGLE-PLY ROOFING SYSTEM OVER SLOPED RIGID INSULATION OVER 3 4" PLYWOOD DECK ON TOP SIDE OVER 2x12 JOISTS AT 16" O.C. - ON BOTTOM SIDE 2 LAYERS 5 8" TYPE 'X' GYP. BD. ON 7 8" FURRING CHANNELS PERPENDICULAR TO JOISTS AT 24" O.C. - U.L. DESIGN NO. L541 12 2-HR WALL ASSEMBLY - 3 5 8" x 20 GA. OR 6' x 20 GA. METAL STUDS AT 16" O.C. WITH 3 1 2" BATT INSUL. AND 2 LAYERS 5/8" TYPE 'X' GYP. BD. EACH SIDE. WALLS SHALL EXTEND FROM FLOOR TO BOTTOM OF CONC. DECK ABOVE UNLESS NOTED OTHERWISE. - G.A. FILE. NO. WP 1548 (STC=54) 10 2-HR WALL SHAFT WALL ASSEMBLY - 4" x 20 GA. 20 GA. C-H METAL STUDS AT 24" O.C. WITH 3" BATT INSUL., 2 LAYERS 5/8" TYPE 'X' GYP. BD. ON ROOM SIDE AND 1" TYPE 'X' LINER PANEL ON SHAFT SIDE. WALLS SHALL EXTEND FROM FLOOR TO BOTTOM OF WOOD DECK ABOVE UNLESS NOTED OTHERWISE. - G.A. FILE. NO. WP 7051 (STC=54) 11 3-HR WALL WALL ASSEMBLY - 2 1 2" x 20 GA. C-H METAL STUDS AT 24" O.C. WITH 3 LAYERS 5/8" TYPE 'X' GYP. BD. ON EXTERIOR AND 1" TYPE 'X' LINER PANEL ON BUILDING SIDE. WALLS BE ON OUT SIDE OF SHEAR WALLS. EXTERIOR FINISH SHALL BE 7 8" CEMENT PLASTER SYSTEM - G.A. FILE. NO. WP 7051 - SEE TYPICAL DETAIL 20/A9.0 5A 1-HR FLOOR-CEILING ASSEMBLY - MINIMUM 2x10 WOOD I-JOISTS AT 16" O.C. WITH 3 4" PLYWOOD AND + 3 4" ACOUSTI-MAT + 1 1/2" LIGHTWEIGHT CONCRETE ON TOP AND TWO LAYERS 5/8", TYPE 'X' GYP. BD. ON RSIC-1 ACOUSTICAL CHANNELS BELOW- U.L. DESIGN NO. L541 (STC 55) & (IIC 60) 9 2-HR WALL ASSEMBLY - 2 x 6 WOOD STUDS AT 16" O.C. WITH 5 1 2" BATT INSULATION. PROVIDE 2 LAYERS 5/8" TYPE 'X' GYP. BD. ON STAIR SIDE AND 2 LAYERS 5/8" TYPE 'X' GYP. BD. ON 7 8" x 25 GA. HORIZONTAL FURRING CHANNELS ON ROOM SIDE. WALLS SHALL EXTEND FROM FLOOR TO BOTTOM OF DECK ABOVE UNLESS NOTED OTHERWISE. - U.L. DESIGN NO. U301 (STC=55) 13 2-HR EXTERIOR WALL ASSEMBLY - 2 x 6 WOOD STUDS AT 16" O.C. WITH R-19 BATT INSUL., 2 LAYERS 5/8" TYPE 'X' GYP. BD. ON INTERIOR AND ONE LAYER 5 8", TYPE 'X' GYP. SHEATHING + 7 8 CEMENT PLASTER ASSEMBLY ON THE EXTERIOR. WALLS SHALL EXTEND FROM FLOOR TO BOTTOM OF DECK ABOVE UNLESS NOTED OTHERWISE. - G.A. FILE. NO. WP 8417 3 EXIT SIGNAGE. SEE DETAIL 27/A0.11. EXIT SIGNS SHALL BE READILY VISIBLE FROM ANY DIRECTION OF APPROACH. EXIT SIGNS SHALL BE LOCATED AS NECESSARY TO CLEARLY INDICATE THE DIRECTION OF EGRESS TRAVEL. NO POINT SHALL BE MORE THAN 100 FEET FROM THE NEAREST VISIBLE SIGN (1001) USE SIGNAGE "EXIT ENROUTE" AT BASEMENT LEVEL 2 AND BASEMENT LEVEL 1A USE SIGNAGE "EXIT" AT LEVEL 1B USE SIGNAGE "EXIT STAIR DOWN" AT LEVEL 2-4C REFER TO SHEET A0.4 UNDER FIRE DEPARTMENT NOTES FOR ADDITIONAL INFORMATION REGARDING EXITING REQUIREMENTS INTERIOR-FLAME RETARDANCE INTERIOR WALL & CEILING FINISH REQUIREMENTS BY OCCUPANCY FOR GROUPS A-3 (ROOMS AND ENCLOSED SPACES), R-2 & S IS CLASS C (TABLE 803.9) 1. INTERIOR WALL AND CEILING FINISHES FOR LOBBY SPACES SHALL NOT EXCEED A FLAME-SPREAD CLASSIFICATION OF 200 (CLASS III) 2. INTERIOR WALL AND CEILING FINISHES FOR EXIT CORRIDORS SHALL NOT EXCEED A FLAME-SPREAD CLASSIFICATION OF 75 (CLASS III) 3. INTERIOR WALL AND CEILING FINISHES FOR STAIRWAYS SHALL NOT EXCEED A FLAME-SPREAD CLASSIFICATION OF 25 (CLASS III) 4. ANY DECORATIONS USED SHALL BE NON-COMBUSTIBLE OR FLAME-RETARDANT TREATED IN APPROVED MANNER (CURTAINS, DRAPES, SHADES, HANGINGS, ETC.) 101 A1 THE TOP NUMBER INDICATES INDIVIDUAL UNIT NUMBER FOR COORDINATION AND IDENTIFICATION OF UNIT DURING CONSTRUCTION. CONTRACTOR TO PROVIDE THIS NUMBER AFFIXED AND MAINTAINED AT EACH UNITS MAIN ENTRY DOOR THROUGH THE DURATION OF CONSTRUCTION. THE BOTTOM NUMBER INDICATES UNIT PLAN TYPE. R = REVERSE PLAN. EXIT PATH OF TRAVEL CBC SEC 1016 COMMON PATH OF EGRESS TRAVEL CBC SEC 1014.3 250'-0" MAX GROUP R2 = 125'-0" MAX GROUP S and B = 100'-0" MAX "COMMON PATH OF EGRESS TRAVEL" SHALL BE INCLUDED WITHIN THE PERMITTED TRAVEL DISTANCE INDICATES SEMI-RECESSED FIRE EXTINGUISHER CAB. AT BUILDING LEVELS & WALL-MOUNTED FIRE EXTINGUISHER AT GROUND LEVEL, POTTER ROEMER #7032 OR EQ. W/ SOLID DOOR COMBINATION 2A-10ABC F.E.. LOCATE F.E. SO THAT FROM ANY POINT WITHIN THE BLDG AN F.E. IS NOT MORE THAN 75' OF TRAVEL DISTANCE. VERIFY PROPOSED LOCATIONS AND QUANTITY AND TYPE OF CAB. W/ THE FIRE INSPECTOR PRIOR TO PURCHASE AND INSTALL. 250 FEET MAX. TRAVEL TO EXIT ACCESS COMPONENT (TO STAIR) PATH EATD = EXIT ACCESS TRAVEL DISTANCE CPOET = COMMON PATH OF EGRESS TRAVEL UNIT NUMBER UNIT TYPE (A = "U" SHAPE KITCHENS) PROPERTY LINE 1 HOUR WALL ASSEMBLY - SEE FIRE RESISTIVE ASSEMBLIES 2 HOUR WALL ASSEMBLY - SEE FIRE RESISTIVE ASSEMBLIES 60 OPENING RATING (IN MINUTES) A-2 OCCUPANCY GROUPS S-2 R-2 RATED WALL ASSEMBLIES GROUP A over 50 OCCUPANTS = 30'-0" MAX. F.E. U WET STANDPIPE, CLASS 1, FOR FIRE DEPARTMENT USE. SEE FIRE PROTECTION DWGS BY OTHERS FOR ADDITIONAL INFO. AND DETAILS. 1.OCFA FINAL INSPECTION REQUIRED. PLEASE SCHEDULE ALL FIELD INSPECTIONS AT LEAST 48 HOURS IN ADVANCE. INSPECTIONS CANCELED AFTER 1 P.M. ON THE DAY BEFORE THE SCHEDULED DATE WILL BE SUBJECT TO A REINSPECTION FEE. PHASING OF INSPECTIONS MAY REQUIRE ADDITIONAL FEES, ALSO. CALL OCFA INSPECTION SCHEDULING AT 714-573-6150. 2.BUILDINGS UNDER CONSTRUCTION OR DEMOLITION SHALL CONFORM TO CFC CHAPTER 33. NO SMOKING OR COOKING IS ALLOWED IN STRUCTURES WHERE COMBUSTIBLE MATERIALS ARE EXPOSED OR WITHIN 25 FEET OF COMBUSTIBLE MATERIALS STORAGE AREAS. CUTTING, WELDING, OR OTHER HOT WORK SHALL BE IN CONFORMANCE WITH CFC CHAPTER 35. 3.IN BUILDINGS FOUR OR MORE STORIES IN HEIGHT, STANDPIPES SHALL BE PROVIDED DURING CONSTRUCTION WHEN THE HEIGHT REACHES 40 FEET ABOVE THE LOWEST POINT OF FIRE DEPARTMENT ACCESS. A FIRE DEPARTMENT CONNECTION SHALL BE NO MORE THAN 100 FEET FROM AVAILABLE FIRE DEPARTMENT VEHICLE ACCESS ROADWAYS. A HYDRANT SHALL BE LOCATED ALONG THE ACCESS ROADWAY WITHIN 150 FEET OF THE LOCATION(S) THAT THE FDC CAN BE ACCESSED FROM. CFC 3310, 3313 4.ADDRESS NUMBERS SHALL BE PROVIDED FOR ALL NEW AND EXISTIONG BUILDINGS, BE A MINIMUM OF 4 INCHES HIGH FOR INDIVIDUAL DWELLING UNITS AND 6 INCHES HIGH FOR ALL OTHER INSTALLATIONS AND STRUCTURES, CONTRAST WITH THEIR BACKGROUND, AND BE PLAINLY VISIBLE FROM THE ROADWAY THE BUILDING IS ADDRESSED ON. TEMPORARY ADDRESS NUMBERS SHALL BE PROVIDED ON CONSTRUCTION FENCING OR THE BUILDING UNTIL PERMANENT NUMBERS CAN BE PROVIDED. CBC 501.2, CFC 505.1 5.LOCATIONS AND CLASSIFICATIONS OF EXTINGUISHERS SHALL BE IN ACCORDANCE WITH CFC 906 AND CCR TITLE 19. AT LEAST ONE EXTINGUISHER SHALL BE PROVIDED DURING CONSTRUCTION ON EACH FLOOR AT EACH STAIRWAY, IN EACH STORAGE AND CONSTRUCTION SHED, IN LOCATIONS WHERE FLAMMABLE OR COMBUSTIBLE LIQUIDS ARE STORED OR USED, OR WHERE SIMILAR HAZARDS ARE PRESENT PER CFC 3315.1. BEFORE FINAL OCCUPANCY, AT LEAST ONE 2A:10B:C EXTINGUISHER SHALL BE PROVIDED SO THAT NO POINT IS MORE THAN 75 FEET TRAVEL DISTANCE FROM THE EXTINGUISHER. EXTINGUISHERS SHALL BE LOCATED ALONG THE PATH OF EGRESS TRAVEL AND IN A READILY VISIBLE AND ACCESSIBLE LOCATION, WITH THE BOTTOM OF THE EXTINGUISHER AT LEAST 4 INCHES ABOVE THE FLOOR. ADDITIONAL EXTINGUISHERS MAY BE REQUIRED BY OCFA INSPECTORS DEPENDING ON PROJECT OR SITE CONDITIONS AND FINAL PLACEMENT IS SUBJECT TO THEIR APPROVAL. 6.WALL, FLOOR AND CEILING FINISHES AND MATERIALS SHALL NOT EXCEED THE FLAME SPREAD CLASSIFICATIONS IN CBC TABLE 803.11. DECORATIVE MATERIALS SHALL BE PROPERLY TREATED BY A PRODUCT OR PROCESS APPROVED BY THE STATE FIRE MARSHAL WITH APPROPRIATE DOCUMENTATION PROVIDED TO THE OCFA. SUCH ITEMS SHALL BE APPROVED AND INSPECTED BY THE OCFA PRIOR TO INSTALLATION. 7.KNOX BOXES/KEY CABINETS SHALL BE PROVIDED FOR ALL HIGH-RISE BUILDINGS, POOL ENCLOSURES, GATES IN THE PATH OF FIREFIGHTER TRAVEL TO STRUCTURES, SECURED PARKING LEVELS, DOORS GIVING ACCESS TO ALARM PANELS AND/OR ANNUNCIATORS, AND ANY OTHER STRUCTURES OR AREAS WHERE IMMEDIATE ACCESS IS REQUIRED OR IS UNDULY DIFFICULT. AN OCFA INSPECTOR CAN ASASIST WITH LOCKING GATE KEYS IN KNOX BOXES, CONTACT YOUR LOCAL FIRE STATION TO ARRANGE AN APPOINTMENT TO SECURE MASTER BUILDING KEYS IN THE KNOX BOX. 8.APPROVAL OF THESE PLANS SHALL NOT PERMIT THE VIOLATION OF ANY CODE OR LAW. REQUIREMENTS OR FEATURES NOT IDENTIFIED ON THE PLAN MAY APPLY AND OCFA INSPECTORS MAY REQUIRE ADDITIONAL INFORMATION OR ITEMS FROM THOSE SHOWN ON THE PLAN DEPENDING ON ACTUAL OR ANTICIPATED FIELD CONDITIONS. SUCH CHANGES MAY NECESSITATE SUBMITTAL OF REVISED OR AS-BUILT PLANS TO THE OCFA AND THE CITY/COUNTY WHERE THE PROJECT IS LOCATED. 9.THE PROJECT SHALL COMPLY WITH 2022 CALIFORNIA BUILDING CODE, 2022 CALIFORNIA FIRE CODE, AND OTHER CURRENTLY ADOPTED CODES, STANDARDS, REGULATIONS AND REQUIREMENTS AS ENFORCED BY THE OCFA. 10.APPROVAL OF THIS PLAN IS CONTINGENT UPON A CERTIFICATE OF OCCUPANCY BEING ISSUED UPON COMPLETION OF ALL CONSTRUCTION ON THE ENTIRE PROJECT. PHASED OCCUPANCY SHALL BE PERMITTED ONLY WITH PRIOR APPROVAL FROM OCFA AND THE BUILDING OFFICIAL. REQUESTS FOR PHASED OCCUPANCY SHALL BE SUBMITTED TO OCFA FOR EVALUATION AS AN ALTERNATE MATERIALS AND METHODS PROPOSAL ACCOMPANYING THE ARCHITECTURAL SUBMITTAL. SUCH REQUESTS SHALL BE MADE PRIOR TO START OF CONSTRUCTION ONLY. 11.DUMPSTERS AND TRASH CONTAINERS EXCEEDING 1.5 CUBIC YARDS SHALL NOT BE STORED IN BUILDINGS OR PLACED WITHIN 5 FEET OF COMBUSTIBLE WALLS, OPENINGS OR COMBUSTIBLE ROOF EAVE LINES UNLESS PROTECTED BY AN APPROVED SPRINKLER SYSTEM OR LOCATED IN A TYPE I OR IIA STRUCTURE SEPARATED BY 10 FEET FROM OTHER STRUCTURES. CONTAINERS LARGER THAN 1 CUBIC YARD SHALL BE OF NON- OR LIMITED-COMBUSTIBLE MATERIALS OR SIMILARLY PROTECTED OR SEPARATED. CFC 304.3. 12.EXITS, EXIT SIGNS, FIRE ALARM PANELS, HOSE CABINETS, FIRE EXTINGUISHER LOCATIONS, AND STANDPIPE CONNECTIONS SHALL NOT BE CONCEALED BY CURTAINS, MIRRORS, OR OTHER DECORATIVE MATERIAL. 13.THE EGRESS PATH SHALL REMAIN FREE AND CLEAR OF ALL OBSTRUCTIONS AT ALL TIMES. NO STORAGE IS PERMITTED IN AISLES. 14.EXIT DOORS SHALL BE OPENABLE FROM THE INSIDE WITHOUT THE USE OF A KEY OR ANY SPECIAL KNOWLEDGE OR EFFORT. DOORS SHALL NOT BE PROVIDED WITH THUMB-TURN LOCKS OR DEADBOLTS THAT DO NOT UNLATCH IN TANDEM WITH THE NORMAL OPERATING LEVER. THE OPENING FORCE FOR INTERIOR DOORS WITHOUT CLOSERS SHALL NOT EXCEED 5 POUNDS. THE UNLATCHING AND OPENING FORCE FOR OTHER DOORS, INCLUDING FIRE DOORS, SHALL NOT EXCEED 15 POUNDS. CBC 1010. 15.THE EXIT PATH SHALL BE CLEARLY IDENTIFIED WITH EXIT SIGNS CONFORMING TO CBC 1013. ILLUMINATED EXIT SIGNS MUST HAVE 90-MINUTE EMERGENCY POWER BACK-UP. 16.STAIRS SERVING 4+ STORIES SHALL HAVE STAIRWELL SIGNS CONFORMING TO CBC 1023.9 AND OCFA GUIDELINE E-02. 17.THE EXIT PATH SHALL BE ILLUMINATED AT ALL TIMES IN ACCORDANCE WITH CBC 1006. EMERGENCY LIGHTING SHALL BE PROVIDED WITH 90-MINUTE BACK-UP. 18.RATED ASSEMBLIES SHALL CONFORM TO APPROVED METHODS AND MATERIALS OF CONSTRUCTION. PENETRATIONS THROUGH RATED WALLS, CEILINGS, OR FLOORS SHALL BE PROTECTED IN AN APPROVED MANNER COMPLYING WITH CBC/CFC CHAPTER 7. 19.RATED DOORS SHALL BE SELF-CLOSING AND LATCHING; SUCH DOORS SHALL NOT BE EQUIPPED WITH DOOR STOPS OR OTHERWISE PROPPED OPEN. RATED DOORS SHALL BE EQUIPPED WITH RATED HARDWARE. CFC 703. 20.OCCUPANT LOAD SIGN, WITH MINIMUM ONE-INCH LETTERS AND NUMBERS CONTRASTING WITH THEIR BACKGROUND, SHALL BE POSTED IN A CONSPICUOUS LOCATION NEAR THE MAIN EXIT PER CBC 1004.3 AND TITLE 19 3.30. WHERE MULTIPLE SEATING CONFIGURATIONS OR USES ARE ANTICIPATED, SEATING DIAGRAMS AND THEIR RESPECTIVE OCCUPANT LOADS MAY ALSO BE REQUIRED TO BE POSTED. 21.PANIC HARDWARE SHALL BE PROVIDED FOR ALL EXIT AND EXIT ACCESS DOORS IN ASSEMBLY OCCUPANCIES. SUCH DOORS SHALL SWING IN THE DIRECTION OF EXIT TRAVEL. DOORS EQUIPPED WITH PANIC HARDWARE SHALL HAVE NO OTHER LOCK OR LATCH EXCEPT PANIC HARDWARE. IF PANIC HARDWARE IS OMITTED ON THE MAIN DOOR WHEN PERMITTED BY CBC 1010.1.9.3, A SIGN STATING "THIS DOOR TO REMAIN UNLOCKED WHEN BUILDING IS OCCUPIED" IN MINIMUM 1-INCH LETTERS CONTRASTING WITH THEIR BACKGROUND SHALL BE POSTED IN A CONSPICUOUS LOCATION ON OR ADJACENT TO THE DOOR AND THE DOOR SHALL BE EQUIPPED ONLY WITH A KEY-OPERATED LOCK THAT VISUALLY INDICATES WHETHER IT IS OPEN OR LOCKED. 22.AN AUTOMATIC FIRE SPRINKLER SYSTEM SHALL BE PROVIDED THROUGHOUT THE BUILDING IN COMPLIANCE WITH CFC 903 AND THE APPLICABLE 2016 NFPA SPRINKLER STANDARD. REVIEW AND APPROVAL OF A SPRINKLER PLAN IS REQUIRED PRIOR TO INSTALLATION OR MODIFICATION. 23.AN AUTOMATIC EXTINGUISHING SYSTEM SHALL BE PROVIDED TO PROTECT COMMERCIAL-TYPE FOOD HEATING EQUIPMENT THAT PRODUCES GREASE-LADEN VAPORS AND SHALL COMPLY WITH 2016 CFC AND CMC AND 2009 NFPA 17A. REVIEW AND APPROVAL OF A HOOD AND DUCT EXTINGUISHING SYSTEM PLAN IS REQUIRED PRIOR TO INSTALLATION OR USE OF COOKING EQUIPMENT. 24.A FIRE ALARM SYSTEM SHALL BE PROVIDED IN COMPLIANCE WITH CBC/CFC 907 AND 2016 NFPA 72. A SEPARATE PLAN SUBMITTAL IS REQUIRED FOR APPROVAL PRIOR TO INSTALLATION OR MODIFICATION. 25.AUTOMATIC FIRE SPRINKLER SYSTEM(S) AND ALL CONTROL VALVES, WITH THE EXCEPTION OF THOSE LISTED IN CFC 903.4, SHALL BE MONITORED BY A UL LISTED CENTRAL ALARM STATION. 26.AT LEAST ONE EMERGENCY ESCAPE AND RESCUE WINDOW SHALL BE PROVIDED FOR EVERY SLEEPING ROOM BELOW THE FOURTH STORY IN R OCCUPANCIES, EXCEPT IN R-1/R-2 OF TYPE I, IIA, IIIA, OR IV CONSTRUCTION. ACCESS TO RESCUE OPENINGS SHALL BE IN ACCORDANCE WITH OCFA GUIDELINES B-09 AND E-04. VEGETATION, TOPOGRAPHY, FENCES/WALLS AND OTHER OBSTRUCTIONS SHALL NOT IMPEDE LADDERING OF RESCUE OPENINGS OR THE PATH OF FIREFIGHTER TRAVEL FROM THE FIRE LANE TO SUCH OPENINGS. CBC 1030, CFC 504.1. 27.THE SMOKE CONTROL SYSTEM SHALL COMPLY WITH CBC/CFC 909 AND CFC REGULATIONS. REVIEW AND APPROVAL OF A RATIONAL ANALYSIS REPORT IS REQUIRED PRIOR TO COMMENCING CONSTRUCTION. ACCEPTANCE TESTING SHALL BE PERFORMED BY A QUALIFIED THIRD PARTY AND VERIFIED BY AN OCFA INSPECTOR PRIOR TO OCCUPANCY. 28.PROJECTS LOCATED WITHIN A D.O.G.G.R. FIELD BOUNDARY, NEAR AN OIL/GAS WELL OR SEEP, OR OTHER LOCATIONS WITH A POTENTIAL FOR COMBUSTIBLE SOIL GAS SHALL UNDERGO EVALUATION AND POSSIBLE MITIGATION AS DESCRIBED IN OCFA GUIDELINE C-03. OCFA ARCHITECTURAL NOTES 1 9 90 60 90 20 20 2020 20 20 20 20 90 A0.8 THIRD LEVEL FIRE SEPARATION AND EXITING PLAN SCALE: 1/8" = 1'-0" NO R T H 1 DN 1 8 R @6 . 7 2 " E A . DN 18R @6.72" EA. IDF IDF OPEN TO BELOW OPEN TO BELOW OPEN TO BELOW 142'- 1 1 " L O N G E S T D I A G O N A L 89'-9" EXIT S E P A R A T I O N ( > 1 / 3 D I A G O N A L ) PATH 3M1 PATH 3M2 PATH 3M3 403 404 405 406 PATH 3M4 407 PATH 3M5 409 PATH 3M6 411 412 PATH 3M7 PATH 3M8 EGRESS DATA - LEVEL 4 EATDCPOET 34'-9" 46'-9" 34'-9" PATHRM # 73'-3"34'-9" 46'-9"65'-9" 34'-9"63'-3" 98'-6" 90'-4" 77'-10" 71'-0"46'-9" 48'-3"34'-9" PATH 4M2 PA T H 4 M 1 PA T H 4 M 3 PA T H 4 M 5 PA T H 4 M 6 PA T H 4 M 7 PA T H 4 M 4 PA T H 4 M 4 32 2 N . H A R B O R B L V D . SA N T A A N A , C A 9 2 7 0 3 SHEET NUMBER 2 0 2 4 0 1 0 SHEET TITLE PROJECT NUMBER REVISIONS NO.DATE NO.DATE HANNOUCHE ARCHITECTS EXPRESSLY RESERVES ITS COMMON LAW COPYRIGHT AND OTHER PROPERTY RIGHTS INHERENT IN THESE PLANS. ALL DRAWINGS, ELECTRONIC FILES, FIELD NOTES AND ASSOCIATED DOCUMENTS ARE INSTRUMENTS OF SERVICE AND ARE THE PROPERTY OF HANNOUCHE ARCHITECTS. ALL INFORMATION CONTAINED IN THESE DRAWINGS, ELECTRONIC FILES, FIELD NOTES AND ASSOCIATED DOCUMENTS IS PROJECT SPECIFIC AND SHALL NOT BE REPRODUCED, DISCLOSED, CHANGED, COPIED, OR USED OTHERWISE IN ANY FORM OR MANNER WHATSOEVER, WITHOUT FIRST OBTAINING THE EXPRESSED WRITTEN PERMISSION AND CONSENT OF HANNOUCHE ARCHITECTS. HANNOUCHE ARCHITECT c 2021 HANNOUCHE ARCHITECTS 949.261.2070 SAMIR HANNOUCHE, ARCHITECT 20250 SW ACACIA ST. #145 NEWPORT BEACH, CA 92660 May 9, 2025 1 CORR 12/10/24 BLDG A CORR 3/18/25 OCFA 2 CORR 4/09/25 BLDG DATE SIGNED2 3 CORR 5/09/25 BLDG A0.9 FOURTH LEVEL FIRE SEPARATION AND EXITING PLAN SCALE: 1/8" = 1'-0" FOURTH LEVEL - EXITING PLAN OCCUPANT LOAD SIGN - 2022 CBC 1004.1: FOR ASSEMBLY ROOMS OR AREA OF SIMILAR USAGE, PROVIDE A SIGN STATING "MAXIMUM OCCUPANT LOAD" PERMANENTLY POSTED NEAR THE MAIN EXIT FROM THE ASSEMBLY ROOM. THE SIGN SHALL BE LEGIBLE WITH LETTERS THAT ARE CONTRASTING IN COLOR WITH THE BACKGROUND. EGRESS ILLUMINATION - 2022 CBC 1013.3: THE MEANS OF EGRESS ILLUMINATION LEVEL SHALL NOT BE LESS THAN 1 FOOT-CANDLE AT THE WALKING SURFACE. MEANS OF EGRESS ILLUMINATION SHALL BE PROVIDED FROM AN EMERGENCY POWER SYSTEM. ACCESSIBLE MEANS OF EGRESS - 2022 CBC 1011.2: INTERIOR EXIT STAIRWAYS AND HORIZONTAL EXITS ARE USED TO PROVIDE ACCESSIBLE MEANS OF EGRESS FOR THE PROJECT. THE PROJECT HAS A SPRINKLER SYSTEM IN ACCORDANCE WITH 903.3.1.1 AND THEREFORE, STAIRWAYS WILL BE 44 INCHES WIDE AND AREAS OF REFUGE ARE NOT REQUIRED. TACTILE EXIT SIGNS - 2022 CBC 1013.1: EXIT SIGNS SHALL READ: "EXIT" AT GRADE LEVEL EXTERIOR EXIT DOOR "EXIT STAIR DOWN", "EXIT RAMP DOWN", "EXIT STAIR UP", "EXIT RAMP UP" AT EACH EXIT DOOR THAT LEADS DIRECTLY TO A GRADE LEVEL EXTERIOR EXIT DOOR BY A STAIRWAY OR RAMP AS APPROPRIATE. "EXIT ROUTE" AT EXIT DOORS THAT LEAD TO A GRADE LEVEL EXTERIOR EXIT BY MEANS OF AN EXIT ENCLOSURE OR AN EXIT PASSAGEWAY. "EXIT ROUTE" AT INTERIOR ROOM DOOR OR AREA TO A CORRIDOR OR HALLWAY. "TO EXIT" AT AN EXIT DOOR THROUGH A HORIZONTAL EXIT. LEGEND EXITING GENERAL NOTES EXIT SIGNS - 2022 CBC 1013.1: EXIT SIGNS SHALL BE PLACED AT 100 FEET MAXIMUM WITHIN THE EXIT ACCESS CORRIDOR AND EXIT PASSAGEWAY. 1 ACCESSIBLE ELEVATOR, PROVIDE MITSUBISHI ELEVATORS (35000 LBS), DIAMOND TRAC SERIES. PROVIDE TWO-WAY COMMUNICATION SYSTEM IN ACCORDANCE WITH CBC SECTION 1007.8. NEW ELEVATORS SHALL BE PROVIDED WITH PHASE ONE EMERGENCY RECALL OPERATION AND PHASE TWO EMERGENCY IN-CAR OPERATION IN ACCORDANCE WITH ASME A17.1 PROVIDE ELEVATOR SHAFT VENT AT TOP OF ELEVATOR SHAFT/HOISTWAY PER CDC 3004.2 (IF CONTRACTOR PROPOSES A CHANGE AND IT IS ACCEPTED BY THE OWNER, CONTRACTOR SHALL BE RESPONSIBLE FOR DESIGN SERVICES REQUIRED AS A RESULT OF THE CHANGE INCLUDING IMPACT ON OTHER SYSTEMS OR THE DESIGN OF ADJACENT SPACES. CONTRACTOR SHALL BE RESPONSIBLE FOR THE IMPACT OF ANY CHANGE, FORESEEN OR NOT. THE IMPACT OF AN CHANGE SHALL BE COMMUNICATED TO THE DESIGN TEAM/OWNER PRIOR TO ACCEPTANCE BY THE OWNER) ELEVATOR LOBBIES AT THE LEVELS OF EXIT DISCHARGE ARE NOT ENCLOSED (CBC SECT. 713.14.1, EXCEPTION 1). ENCLOSED ELEVATOR LOBBIES ARE NOT PROVIDED ON OTHER LEVELS (CBC SECT. 713.14.1, EXCEPTION 8). HOISTWAY DOOR OPENING IS PROTECTED BY A LISTED AND LABELED SMOKE CONTAINMENT SYSTEM COMPLYING WITH ICC ES AC 77. 2 BUILDING STORAGE ROOMS, SUCH AS RESIDENTIAL STORAGE, IF AVAILABLE TO TENANT USE, SHALL HAVE AT LEAST ONE OF EACH TYPE OF STORAGE COMPLYING WITH CBC 2022 SECT. 1127A.11. ACCESSIBLE STORAGE ROOMS SHALL BE LOCATED ON AN ACCESSIBLE ROUTE AND MUST PROVIDE AN ACCESSIBLE ENTRANCE. LIGHT SWITCHES MUST ALSO BE LOCATED WITHIN AN ACCESSIBLE REACH RANGE WITHIN STORAGE ROOM. EXITING KEY NOTES 1 1-HR WALL ASSEMBLY - 2x4 OR 2x6 WOOD STUDS AT 16" O.C. WITH ONE LAYER 5/8" TYPE 'X' GYP. BD. ON ONE SIDE, ONE LAYER 5/8" TYPE 'X' GYP. BD. OVER 1 2" RESILIENT CHANNELS ON THE OPPOSITE SIDE & 3 12" BATT INSUL. WALL SHALL EXTEND FROM FLOOR TO BOTTOM OF WOOD DECK ABOVE UNLESS NOTED OTHERWISE. SHEAR WALLS WILL HAVE 1 2" PLYWOOD SHEATHING UNDER GYP. BD. AND / OR SHEATHING - SEE STRUCT. - U.L. DES. NO. U309 (STC=50) - SEE TYPICAL DETAIL 16/A9.0 3 1-HR PARTY WALL ASSEMBLY - DBL. 2x6 STUDS AT 16" O.C. (2" SPACE BETWEEN) WITH ONE LAYER 5/8", TYPE 'X' GYP. BD. & 3 1 2" BATT INSUL. ON EACH SIDE OF WALL ASSEMBLY. WALLS SHALL EXTEND FROM FLOOR TO BOTTOM OF WOOD DECK ABOVE UNLESS NOTED OTHERWISE. U.L. DESIGN NO. U305 (STC=56) - SEE TYPICAL DETAIL 3/A9.0 4 1-HR OR 2-HR CMU FIRE BARRIER WALL ASSEMBLY (6" CMU GROUTED SOLID) - CALIFORNIA BUILDING CODE TABLE 721.1(2) - ITEM NO. 3-1.2 - WALL WILL HAVE FURRING PER CONDITION - SEE WALL TYPES. 1-HR MIN. EQUIVALENT THICKNESS = 2.6" (STC 52) 2-HR MIN. EQUIVALENT THICKNESS = 3.6" (STC 52) 6 3-HR FLOOR-CEILING ASSEMBLY - LIGHT WEIGHT CONCRETE OVER 2" METAL DECK (CONC. MUST BE 2 12" ABOVE FLUTES). SPRAY-ON FIRE-PROOFING IS ADDED TO THE UNDERSIDE OF THE METAL DECK AND TO STEEL BEAMS SUPPORTING THE DECK (THICKNESS IS DEPENDENT ON MANUFACTURER) - U.L. DESIGN NO. D701 7 FIRE RESISTIVE ASSEMBLIES 1-HR GYP. BD. COLUMN PROTECTION FOR ALL STEEL COLUMNS PER DETAILS ON SHEET A9.1 - U.L. DESIGN NO. X528 2 1-HR WALL ASSEMBLY - 3 5 8" x 20 GA. OR 6' x 20 GA. METAL STUDS AT 16" O.C. WITH 3 12" BATT INSUL. AND ONE LAYER 5/8" TYPE 'X' GYP. BD. EACH SIDE. WALLS SHALL EXTEND FROM FLOOR TO BOTTOM OF CONC. DECK ABOVE UNLESS NOTED OTHERWISE. - U.L. DES. NO. U419 (STC=50) 5 1-HR FLOOR-CEILING ASSEMBLY - MINIMUM 9 1/2" WOOD I-JOISTS AT 16" O.C. WITH 3 4" PLYWOOD AND + 3 4" ACOUSTI-MAT + 1 1/2" LIGHTWEIGHT CONCRETE ON TOP AND TWO LAYERS 5/8", TYPE 'X' GYP. BD. ON RSIC-1 ACOUSTICAL CHANNELS BELOW- U.L. DESIGN NO. L518 (STC 55) & (IIC 60) 8 1-HR ROOF-CEILING ASSEMBLY - SINGLE-PLY ROOFING SYSTEM OVER SLOPED RIGID INSULATION OVER 3 4" PLYWOOD DECK ON TOP SIDE OVER 2x12 JOISTS AT 16" O.C. - ON BOTTOM SIDE 2 LAYERS 5 8" TYPE 'X' GYP. BD. ON 7 8" FURRING CHANNELS PERPENDICULAR TO JOISTS AT 24" O.C. - U.L. DESIGN NO. L541 12 2-HR WALL ASSEMBLY - 3 5 8" x 20 GA. OR 6' x 20 GA. METAL STUDS AT 16" O.C. WITH 3 1 2" BATT INSUL. AND 2 LAYERS 5/8" TYPE 'X' GYP. BD. EACH SIDE. WALLS SHALL EXTEND FROM FLOOR TO BOTTOM OF CONC. DECK ABOVE UNLESS NOTED OTHERWISE. - G.A. FILE. NO. WP 1548 (STC=54) 10 2-HR WALL SHAFT WALL ASSEMBLY - 4" x 20 GA. 20 GA. C-H METAL STUDS AT 24" O.C. WITH 3" BATT INSUL., 2 LAYERS 5/8" TYPE 'X' GYP. BD. ON ROOM SIDE AND 1" TYPE 'X' LINER PANEL ON SHAFT SIDE. WALLS SHALL EXTEND FROM FLOOR TO BOTTOM OF WOOD DECK ABOVE UNLESS NOTED OTHERWISE. - G.A. FILE. NO. WP 7051 (STC=54) 11 3-HR WALL WALL ASSEMBLY - 2 1 2" x 20 GA. C-H METAL STUDS AT 24" O.C. WITH 3 LAYERS 5/8" TYPE 'X' GYP. BD. ON EXTERIOR AND 1" TYPE 'X' LINER PANEL ON BUILDING SIDE. WALLS BE ON OUT SIDE OF SHEAR WALLS. EXTERIOR FINISH SHALL BE 7 8" CEMENT PLASTER SYSTEM - G.A. FILE. NO. WP 7051 - SEE TYPICAL DETAIL 20/A9.0 5A 1-HR FLOOR-CEILING ASSEMBLY - MINIMUM 2x10 WOOD I-JOISTS AT 16" O.C. WITH 3 4" PLYWOOD AND + 3 4" ACOUSTI-MAT + 1 1/2" LIGHTWEIGHT CONCRETE ON TOP AND TWO LAYERS 5/8", TYPE 'X' GYP. BD. ON RSIC-1 ACOUSTICAL CHANNELS BELOW- U.L. DESIGN NO. L541 (STC 55) & (IIC 60) 9 2-HR WALL ASSEMBLY - 2 x 6 WOOD STUDS AT 16" O.C. WITH 5 1 2" BATT INSULATION. PROVIDE 2 LAYERS 5/8" TYPE 'X' GYP. BD. ON STAIR SIDE AND 2 LAYERS 5/8" TYPE 'X' GYP. BD. ON 7 8" x 25 GA. HORIZONTAL FURRING CHANNELS ON ROOM SIDE. WALLS SHALL EXTEND FROM FLOOR TO BOTTOM OF DECK ABOVE UNLESS NOTED OTHERWISE. - U.L. DESIGN NO. U301 (STC=55) 13 2-HR EXTERIOR WALL ASSEMBLY - 2 x 6 WOOD STUDS AT 16" O.C. WITH R-19 BATT INSUL., 2 LAYERS 5/8" TYPE 'X' GYP. BD. ON INTERIOR AND ONE LAYER 5 8", TYPE 'X' GYP. SHEATHING + 7 8 CEMENT PLASTER ASSEMBLY ON THE EXTERIOR. WALLS SHALL EXTEND FROM FLOOR TO BOTTOM OF DECK ABOVE UNLESS NOTED OTHERWISE. - G.A. FILE. NO. WP 8417 3 EXIT SIGNAGE. SEE DETAIL 27/A0.11. EXIT SIGNS SHALL BE READILY VISIBLE FROM ANY DIRECTION OF APPROACH. EXIT SIGNS SHALL BE LOCATED AS NECESSARY TO CLEARLY INDICATE THE DIRECTION OF EGRESS TRAVEL. NO POINT SHALL BE MORE THAN 100 FEET FROM THE NEAREST VISIBLE SIGN (1001) USE SIGNAGE "EXIT ENROUTE" AT BASEMENT LEVEL 2 AND BASEMENT LEVEL 1A USE SIGNAGE "EXIT" AT LEVEL 1B USE SIGNAGE "EXIT STAIR DOWN" AT LEVEL 2-4C REFER TO SHEET A0.4 UNDER FIRE DEPARTMENT NOTES FOR ADDITIONAL INFORMATION REGARDING EXITING REQUIREMENTS INTERIOR-FLAME RETARDANCE INTERIOR WALL & CEILING FINISH REQUIREMENTS BY OCCUPANCY FOR GROUPS A-3 (ROOMS AND ENCLOSED SPACES), R-2 & S IS CLASS C (TABLE 803.9) 1. INTERIOR WALL AND CEILING FINISHES FOR LOBBY SPACES SHALL NOT EXCEED A FLAME-SPREAD CLASSIFICATION OF 200 (CLASS III) 2. INTERIOR WALL AND CEILING FINISHES FOR EXIT CORRIDORS SHALL NOT EXCEED A FLAME-SPREAD CLASSIFICATION OF 75 (CLASS III) 3. INTERIOR WALL AND CEILING FINISHES FOR STAIRWAYS SHALL NOT EXCEED A FLAME-SPREAD CLASSIFICATION OF 25 (CLASS III) 4. ANY DECORATIONS USED SHALL BE NON-COMBUSTIBLE OR FLAME-RETARDANT TREATED IN APPROVED MANNER (CURTAINS, DRAPES, SHADES, HANGINGS, ETC.) 101 A1 THE TOP NUMBER INDICATES INDIVIDUAL UNIT NUMBER FOR COORDINATION AND IDENTIFICATION OF UNIT DURING CONSTRUCTION. CONTRACTOR TO PROVIDE THIS NUMBER AFFIXED AND MAINTAINED AT EACH UNITS MAIN ENTRY DOOR THROUGH THE DURATION OF CONSTRUCTION. THE BOTTOM NUMBER INDICATES UNIT PLAN TYPE. R = REVERSE PLAN. EXIT PATH OF TRAVEL CBC SEC 1016 COMMON PATH OF EGRESS TRAVEL CBC SEC 1014.3 250'-0" MAX GROUP R2 = 125'-0" MAX GROUP S and B = 100'-0" MAX "COMMON PATH OF EGRESS TRAVEL" SHALL BE INCLUDED WITHIN THE PERMITTED TRAVEL DISTANCE INDICATES SEMI-RECESSED FIRE EXTINGUISHER CAB. AT BUILDING LEVELS & WALL-MOUNTED FIRE EXTINGUISHER AT GROUND LEVEL, POTTER ROEMER #7032 OR EQ. W/ SOLID DOOR COMBINATION 2A-10ABC F.E.. LOCATE F.E. SO THAT FROM ANY POINT WITHIN THE BLDG AN F.E. IS NOT MORE THAN 75' OF TRAVEL DISTANCE. VERIFY PROPOSED LOCATIONS AND QUANTITY AND TYPE OF CAB. W/ THE FIRE INSPECTOR PRIOR TO PURCHASE AND INSTALL. 250 FEET MAX. TRAVEL TO EXIT ACCESS COMPONENT (TO STAIR) PATH EATD = EXIT ACCESS TRAVEL DISTANCE CPOET = COMMON PATH OF EGRESS TRAVEL UNIT NUMBER UNIT TYPE (A = "U" SHAPE KITCHENS) PROPERTY LINE 1 HOUR WALL ASSEMBLY - SEE FIRE RESISTIVE ASSEMBLIES 2 HOUR WALL ASSEMBLY - SEE FIRE RESISTIVE ASSEMBLIES 60 OPENING RATING (IN MINUTES) A-2 OCCUPANCY GROUPS S-2 R-2 RATED WALL ASSEMBLIES GROUP A over 50 OCCUPANTS = 30'-0" MAX. F.E. U WET STANDPIPE, CLASS 1, FOR FIRE DEPARTMENT USE. SEE FIRE PROTECTION DWGS BY OTHERS FOR ADDITIONAL INFO. AND DETAILS. 1.OCFA FINAL INSPECTION REQUIRED. PLEASE SCHEDULE ALL FIELD INSPECTIONS AT LEAST 48 HOURS IN ADVANCE. INSPECTIONS CANCELED AFTER 1 P.M. ON THE DAY BEFORE THE SCHEDULED DATE WILL BE SUBJECT TO A REINSPECTION FEE. PHASING OF INSPECTIONS MAY REQUIRE ADDITIONAL FEES, ALSO. CALL OCFA INSPECTION SCHEDULING AT 714-573-6150. 2.BUILDINGS UNDER CONSTRUCTION OR DEMOLITION SHALL CONFORM TO CFC CHAPTER 33. NO SMOKING OR COOKING IS ALLOWED IN STRUCTURES WHERE COMBUSTIBLE MATERIALS ARE EXPOSED OR WITHIN 25 FEET OF COMBUSTIBLE MATERIALS STORAGE AREAS. CUTTING, WELDING, OR OTHER HOT WORK SHALL BE IN CONFORMANCE WITH CFC CHAPTER 35. 3.IN BUILDINGS FOUR OR MORE STORIES IN HEIGHT, STANDPIPES SHALL BE PROVIDED DURING CONSTRUCTION WHEN THE HEIGHT REACHES 40 FEET ABOVE THE LOWEST POINT OF FIRE DEPARTMENT ACCESS. A FIRE DEPARTMENT CONNECTION SHALL BE NO MORE THAN 100 FEET FROM AVAILABLE FIRE DEPARTMENT VEHICLE ACCESS ROADWAYS. A HYDRANT SHALL BE LOCATED ALONG THE ACCESS ROADWAY WITHIN 150 FEET OF THE LOCATION(S) THAT THE FDC CAN BE ACCESSED FROM. CFC 3310, 3313 4.ADDRESS NUMBERS SHALL BE PROVIDED FOR ALL NEW AND EXISTIONG BUILDINGS, BE A MINIMUM OF 4 INCHES HIGH FOR INDIVIDUAL DWELLING UNITS AND 6 INCHES HIGH FOR ALL OTHER INSTALLATIONS AND STRUCTURES, CONTRAST WITH THEIR BACKGROUND, AND BE PLAINLY VISIBLE FROM THE ROADWAY THE BUILDING IS ADDRESSED ON. TEMPORARY ADDRESS NUMBERS SHALL BE PROVIDED ON CONSTRUCTION FENCING OR THE BUILDING UNTIL PERMANENT NUMBERS CAN BE PROVIDED. CBC 501.2, CFC 505.1 5.LOCATIONS AND CLASSIFICATIONS OF EXTINGUISHERS SHALL BE IN ACCORDANCE WITH CFC 906 AND CCR TITLE 19. AT LEAST ONE EXTINGUISHER SHALL BE PROVIDED DURING CONSTRUCTION ON EACH FLOOR AT EACH STAIRWAY, IN EACH STORAGE AND CONSTRUCTION SHED, IN LOCATIONS WHERE FLAMMABLE OR COMBUSTIBLE LIQUIDS ARE STORED OR USED, OR WHERE SIMILAR HAZARDS ARE PRESENT PER CFC 3315.1. BEFORE FINAL OCCUPANCY, AT LEAST ONE 2A:10B:C EXTINGUISHER SHALL BE PROVIDED SO THAT NO POINT IS MORE THAN 75 FEET TRAVEL DISTANCE FROM THE EXTINGUISHER. EXTINGUISHERS SHALL BE LOCATED ALONG THE PATH OF EGRESS TRAVEL AND IN A READILY VISIBLE AND ACCESSIBLE LOCATION, WITH THE BOTTOM OF THE EXTINGUISHER AT LEAST 4 INCHES ABOVE THE FLOOR. ADDITIONAL EXTINGUISHERS MAY BE REQUIRED BY OCFA INSPECTORS DEPENDING ON PROJECT OR SITE CONDITIONS AND FINAL PLACEMENT IS SUBJECT TO THEIR APPROVAL. 6.WALL, FLOOR AND CEILING FINISHES AND MATERIALS SHALL NOT EXCEED THE FLAME SPREAD CLASSIFICATIONS IN CBC TABLE 803.11. DECORATIVE MATERIALS SHALL BE PROPERLY TREATED BY A PRODUCT OR PROCESS APPROVED BY THE STATE FIRE MARSHAL WITH APPROPRIATE DOCUMENTATION PROVIDED TO THE OCFA. SUCH ITEMS SHALL BE APPROVED AND INSPECTED BY THE OCFA PRIOR TO INSTALLATION. 7.KNOX BOXES/KEY CABINETS SHALL BE PROVIDED FOR ALL HIGH-RISE BUILDINGS, POOL ENCLOSURES, GATES IN THE PATH OF FIREFIGHTER TRAVEL TO STRUCTURES, SECURED PARKING LEVELS, DOORS GIVING ACCESS TO ALARM PANELS AND/OR ANNUNCIATORS, AND ANY OTHER STRUCTURES OR AREAS WHERE IMMEDIATE ACCESS IS REQUIRED OR IS UNDULY DIFFICULT. AN OCFA INSPECTOR CAN ASASIST WITH LOCKING GATE KEYS IN KNOX BOXES, CONTACT YOUR LOCAL FIRE STATION TO ARRANGE AN APPOINTMENT TO SECURE MASTER BUILDING KEYS IN THE KNOX BOX. 8.APPROVAL OF THESE PLANS SHALL NOT PERMIT THE VIOLATION OF ANY CODE OR LAW. REQUIREMENTS OR FEATURES NOT IDENTIFIED ON THE PLAN MAY APPLY AND OCFA INSPECTORS MAY REQUIRE ADDITIONAL INFORMATION OR ITEMS FROM THOSE SHOWN ON THE PLAN DEPENDING ON ACTUAL OR ANTICIPATED FIELD CONDITIONS. SUCH CHANGES MAY NECESSITATE SUBMITTAL OF REVISED OR AS-BUILT PLANS TO THE OCFA AND THE CITY/COUNTY WHERE THE PROJECT IS LOCATED. 9.THE PROJECT SHALL COMPLY WITH 2022 CALIFORNIA BUILDING CODE, 2022 CALIFORNIA FIRE CODE, AND OTHER CURRENTLY ADOPTED CODES, STANDARDS, REGULATIONS AND REQUIREMENTS AS ENFORCED BY THE OCFA. 10.APPROVAL OF THIS PLAN IS CONTINGENT UPON A CERTIFICATE OF OCCUPANCY BEING ISSUED UPON COMPLETION OF ALL CONSTRUCTION ON THE ENTIRE PROJECT. PHASED OCCUPANCY SHALL BE PERMITTED ONLY WITH PRIOR APPROVAL FROM OCFA AND THE BUILDING OFFICIAL. REQUESTS FOR PHASED OCCUPANCY SHALL BE SUBMITTED TO OCFA FOR EVALUATION AS AN ALTERNATE MATERIALS AND METHODS PROPOSAL ACCOMPANYING THE ARCHITECTURAL SUBMITTAL. SUCH REQUESTS SHALL BE MADE PRIOR TO START OF CONSTRUCTION ONLY. 11.DUMPSTERS AND TRASH CONTAINERS EXCEEDING 1.5 CUBIC YARDS SHALL NOT BE STORED IN BUILDINGS OR PLACED WITHIN 5 FEET OF COMBUSTIBLE WALLS, OPENINGS OR COMBUSTIBLE ROOF EAVE LINES UNLESS PROTECTED BY AN APPROVED SPRINKLER SYSTEM OR LOCATED IN A TYPE I OR IIA STRUCTURE SEPARATED BY 10 FEET FROM OTHER STRUCTURES. CONTAINERS LARGER THAN 1 CUBIC YARD SHALL BE OF NON- OR LIMITED-COMBUSTIBLE MATERIALS OR SIMILARLY PROTECTED OR SEPARATED. CFC 304.3. 12.EXITS, EXIT SIGNS, FIRE ALARM PANELS, HOSE CABINETS, FIRE EXTINGUISHER LOCATIONS, AND STANDPIPE CONNECTIONS SHALL NOT BE CONCEALED BY CURTAINS, MIRRORS, OR OTHER DECORATIVE MATERIAL. 13.THE EGRESS PATH SHALL REMAIN FREE AND CLEAR OF ALL OBSTRUCTIONS AT ALL TIMES. NO STORAGE IS PERMITTED IN AISLES. 14.EXIT DOORS SHALL BE OPENABLE FROM THE INSIDE WITHOUT THE USE OF A KEY OR ANY SPECIAL KNOWLEDGE OR EFFORT. DOORS SHALL NOT BE PROVIDED WITH THUMB-TURN LOCKS OR DEADBOLTS THAT DO NOT UNLATCH IN TANDEM WITH THE NORMAL OPERATING LEVER. THE OPENING FORCE FOR INTERIOR DOORS WITHOUT CLOSERS SHALL NOT EXCEED 5 POUNDS. THE UNLATCHING AND OPENING FORCE FOR OTHER DOORS, INCLUDING FIRE DOORS, SHALL NOT EXCEED 15 POUNDS. CBC 1010. 15.THE EXIT PATH SHALL BE CLEARLY IDENTIFIED WITH EXIT SIGNS CONFORMING TO CBC 1013. ILLUMINATED EXIT SIGNS MUST HAVE 90-MINUTE EMERGENCY POWER BACK-UP. 16.STAIRS SERVING 4+ STORIES SHALL HAVE STAIRWELL SIGNS CONFORMING TO CBC 1023.9 AND OCFA GUIDELINE E-02. 17.THE EXIT PATH SHALL BE ILLUMINATED AT ALL TIMES IN ACCORDANCE WITH CBC 1006. EMERGENCY LIGHTING SHALL BE PROVIDED WITH 90-MINUTE BACK-UP. 18.RATED ASSEMBLIES SHALL CONFORM TO APPROVED METHODS AND MATERIALS OF CONSTRUCTION. PENETRATIONS THROUGH RATED WALLS, CEILINGS, OR FLOORS SHALL BE PROTECTED IN AN APPROVED MANNER COMPLYING WITH CBC/CFC CHAPTER 7. 19.RATED DOORS SHALL BE SELF-CLOSING AND LATCHING; SUCH DOORS SHALL NOT BE EQUIPPED WITH DOOR STOPS OR OTHERWISE PROPPED OPEN. RATED DOORS SHALL BE EQUIPPED WITH RATED HARDWARE. CFC 703. 20.OCCUPANT LOAD SIGN, WITH MINIMUM ONE-INCH LETTERS AND NUMBERS CONTRASTING WITH THEIR BACKGROUND, SHALL BE POSTED IN A CONSPICUOUS LOCATION NEAR THE MAIN EXIT PER CBC 1004.3 AND TITLE 19 3.30. WHERE MULTIPLE SEATING CONFIGURATIONS OR USES ARE ANTICIPATED, SEATING DIAGRAMS AND THEIR RESPECTIVE OCCUPANT LOADS MAY ALSO BE REQUIRED TO BE POSTED. 21.PANIC HARDWARE SHALL BE PROVIDED FOR ALL EXIT AND EXIT ACCESS DOORS IN ASSEMBLY OCCUPANCIES. SUCH DOORS SHALL SWING IN THE DIRECTION OF EXIT TRAVEL. DOORS EQUIPPED WITH PANIC HARDWARE SHALL HAVE NO OTHER LOCK OR LATCH EXCEPT PANIC HARDWARE. IF PANIC HARDWARE IS OMITTED ON THE MAIN DOOR WHEN PERMITTED BY CBC 1010.1.9.3, A SIGN STATING "THIS DOOR TO REMAIN UNLOCKED WHEN BUILDING IS OCCUPIED" IN MINIMUM 1-INCH LETTERS CONTRASTING WITH THEIR BACKGROUND SHALL BE POSTED IN A CONSPICUOUS LOCATION ON OR ADJACENT TO THE DOOR AND THE DOOR SHALL BE EQUIPPED ONLY WITH A KEY-OPERATED LOCK THAT VISUALLY INDICATES WHETHER IT IS OPEN OR LOCKED. 22.AN AUTOMATIC FIRE SPRINKLER SYSTEM SHALL BE PROVIDED THROUGHOUT THE BUILDING IN COMPLIANCE WITH CFC 903 AND THE APPLICABLE 2016 NFPA SPRINKLER STANDARD. REVIEW AND APPROVAL OF A SPRINKLER PLAN IS REQUIRED PRIOR TO INSTALLATION OR MODIFICATION. 23.AN AUTOMATIC EXTINGUISHING SYSTEM SHALL BE PROVIDED TO PROTECT COMMERCIAL-TYPE FOOD HEATING EQUIPMENT THAT PRODUCES GREASE-LADEN VAPORS AND SHALL COMPLY WITH 2016 CFC AND CMC AND 2009 NFPA 17A. REVIEW AND APPROVAL OF A HOOD AND DUCT EXTINGUISHING SYSTEM PLAN IS REQUIRED PRIOR TO INSTALLATION OR USE OF COOKING EQUIPMENT. 24.A FIRE ALARM SYSTEM SHALL BE PROVIDED IN COMPLIANCE WITH CBC/CFC 907 AND 2016 NFPA 72. A SEPARATE PLAN SUBMITTAL IS REQUIRED FOR APPROVAL PRIOR TO INSTALLATION OR MODIFICATION. 25.AUTOMATIC FIRE SPRINKLER SYSTEM(S) AND ALL CONTROL VALVES, WITH THE EXCEPTION OF THOSE LISTED IN CFC 903.4, SHALL BE MONITORED BY A UL LISTED CENTRAL ALARM STATION. 26.AT LEAST ONE EMERGENCY ESCAPE AND RESCUE WINDOW SHALL BE PROVIDED FOR EVERY SLEEPING ROOM BELOW THE FOURTH STORY IN R OCCUPANCIES, EXCEPT IN R-1/R-2 OF TYPE I, IIA, IIIA, OR IV CONSTRUCTION. ACCESS TO RESCUE OPENINGS SHALL BE IN ACCORDANCE WITH OCFA GUIDELINES B-09 AND E-04. VEGETATION, TOPOGRAPHY, FENCES/WALLS AND OTHER OBSTRUCTIONS SHALL NOT IMPEDE LADDERING OF RESCUE OPENINGS OR THE PATH OF FIREFIGHTER TRAVEL FROM THE FIRE LANE TO SUCH OPENINGS. CBC 1030, CFC 504.1. 27.THE SMOKE CONTROL SYSTEM SHALL COMPLY WITH CBC/CFC 909 AND CFC REGULATIONS. REVIEW AND APPROVAL OF A RATIONAL ANALYSIS REPORT IS REQUIRED PRIOR TO COMMENCING CONSTRUCTION. ACCEPTANCE TESTING SHALL BE PERFORMED BY A QUALIFIED THIRD PARTY AND VERIFIED BY AN OCFA INSPECTOR PRIOR TO OCCUPANCY. 28.PROJECTS LOCATED WITHIN A D.O.G.G.R. FIELD BOUNDARY, NEAR AN OIL/GAS WELL OR SEEP, OR OTHER LOCATIONS WITH A POTENTIAL FOR COMBUSTIBLE SOIL GAS SHALL UNDERGO EVALUATION AND POSSIBLE MITIGATION AS DESCRIBED IN OCFA GUIDELINE C-03. OCFA ARCHITECTURAL NOTES 1 9 90 60 90 20 20 2020 20 20 20 20 90 NO R T H 1 22'-9" 31 ' - 0 " 22'-9" 31 ' - 0 " 11'-5 1/2"11'-3 1/2" 5'-7 1/2"5'-10"8'-4"2'-11 1/2" 6'-9 1/2"4'-6"6' - 0 " 25 ' - 0 " 7' - 1 0 1 / 2 " 3' - 2 1 / 2 " 2' - 4 1 / 2 " 1' - 6 " 8' - 1 " 1' - 1 1 1 / 2 " 1'-10" 9'-10"4'-6"8'-5" 15 ' - 9 " 13 ' - 7 1 / 2 " 1' - 7 1 / 2 " 8'-0"2'-7 1/2"1'-10 1/2" BEDROOM 9'-1" LIVING / DINING 9'-1" KITCHEN 9'-1" BATH 8'-1" BALC. 54 10 28 1 4 7 8 9 19 22 23 2624 13 16 36 42 3834 29 2 4' - 0 " 11 ' - 8 " 4' - 2 " 2' - 3 1 / 2 " 2' - 1 0 1 / 2 " 3' - 2 " 2' - 1 0 " 8'-7"3'-4"8'-4" 6'-3"2'-2"3'-6" 4' - 6 " 3' - 4 1 / 2 " 323C 2'-0" 46 29 2B 30 U9 U4 U3 U10 U1 U2 40 8" 46 45 40 BALCONY - SEE BLDG FLOOR PLAN FOR DESIGN AND CONFIGURATION 3 27 15 46 32 2 3 4 5 1 2 6 46 8'-1" 46 8'-1" 8'-1" CLG 8'-1" 8'-1" OMITTED AT END UNIT 1A_C1 11 SL O P E 1/ 4 " / F T 1'-5 23/32" 1 A0.17 BEDROOM 9'-1" KITCHEN 9'1" BALC. 18" MIN. 2'-2" 7'-8" 4'-0" J D D C D C B T T A R 18" MIN. E P O Q JS G V K L M C LIVING / DINING 9'-1" 32 2 N . H A R B O R B L V D . SA N T A A N A , C A 9 2 7 0 3 SHEET NUMBER 2 0 2 4 0 1 0 SHEET TITLE PROJECT NUMBER REVISIONS NO.DATE NO.DATE HANNOUCHE ARCHITECTS EXPRESSLY RESERVES ITS COMMON LAW COPYRIGHT AND OTHER PROPERTY RIGHTS INHERENT IN THESE PLANS. ALL DRAWINGS, ELECTRONIC FILES, FIELD NOTES AND ASSOCIATED DOCUMENTS ARE INSTRUMENTS OF SERVICE AND ARE THE PROPERTY OF HANNOUCHE ARCHITECTS. ALL INFORMATION CONTAINED IN THESE DRAWINGS, ELECTRONIC FILES, FIELD NOTES AND ASSOCIATED DOCUMENTS IS PROJECT SPECIFIC AND SHALL NOT BE REPRODUCED, DISCLOSED, CHANGED, COPIED, OR USED OTHERWISE IN ANY FORM OR MANNER WHATSOEVER, WITHOUT FIRST OBTAINING THE EXPRESSED WRITTEN PERMISSION AND CONSENT OF HANNOUCHE ARCHITECTS. HANNOUCHE ARCHITECT c 2021 HANNOUCHE ARCHITECTS 949.261.2070 SAMIR HANNOUCHE, ARCHITECT 20250 SW ACACIA ST. #145 NEWPORT BEACH, CA 92660 April 21, 2025 1 CORR 12/10/24 BLDG A CORR 3/18/25 OCFA 2 CORR 4/09/25 BLDG DATE SIGNED2 A1.1_0 UNIT A1_C1 UNIT PLAN AND ACCESSIBLE PLAN SCALE: 1/4" = 1'-0" A UNIT ENTRY SWING DOOR-PUSH SIDE - PROVIDE A CLEAR SPACE 48" MIN. LENGTH FOR A WIDTH EQUAL TO THE DOOR. PROVIDE ADD'L 12" WIDE CLEARANCE AT STRIKE SIDE OF DOOR IF EQUIPPED WITH A CLOSER. (PER 2022 CBC 1132.A.1) B UNIT ENTRY SWING DOOR - PULL SIDE - PROVIDE A CLEAR SPACE 44" MIN. LENGTH FOR A WIDTH EQUAL TO THE DOOR. PROVIDE ADD'L 18" WIDE CLEARANCE AT STRIKE SIDE OF DOOR IF EQUIPPED WITH A CLOSER. (PER 2022 CBC 1132A.5.1 & 1132A.5.2) C UNIT INTERIOR DOOR - PUSH SIDE - PROVIDE A CLEAR SPACE 42" MIN. LENGTH FOR A WIDTH EQUAL TO THE DOOR. (PER 2022 CBC 1132A.5.1) D UNIT INTERIOR DOOR - PULL SIDE - PROVIDE A CLEAR SPACE 42" MIN. LENGTH FOR A WIDTH EQUAL TO THE DOOR PLUS 18" MIN. AT STRIKE SIDE OF DOOR. (PER 2022 CBC 1132A.5.1 & 1132A.5.2) E KITCHEN SINK, FIXTURES & APPLIANCES - PROVIDE A CLEAR SPACE OF 30"X48" THAT ALLOWS A PARALLEL OR FORWARD APPROACH CENTERED ON SINK OR APPLIANCE. ( PER 2022 CBC 1133A.2) SEE UNITE NOTES SHEET A1.0.3. F ACCESSIBLE BATHROOM MANEUVERING SPACE - WHERE A DOOR SWINGS INTO A BATHROOM, A 30"x48" CLEAR SPACE SHALL BE PROVIDED OUTSIDE OF THE DOOR SWING AND WITHIN THE BATHROOM. (PER 2022 CBC 1134A.4) G ACCESSIBLE BATHTUBS/SHOWERS - A 48" PARALLEL & 30" PERPENDICULAR CLEAR SPACE SHALL BE PROVIDE ADJACENT TO BATHTUBS/SHOWERS & MEASURED FROM THE FOOT OR DRAIN AT END OF TUB. (PER 2022 CBC 1134A.5) H ACCESSIBLE WATER CLOSETS - A 48" CLEAR WIDTH SPACE SHALL BE PROVIDED AND EXTEND A MINIMUM OF 36" PAST THE FRONT OF THE WATER CLOSET. THE 48" CLEAR WIDTH MAY BE REDUCED TO 36" IMMEDIATELY ADJACENT TO THE WATER CLOSET AND EXTEND A MAXIMUM OF 24" IN DEPTH. (PER 2022 CBC 1134A.7) K PROVIDE TWO 15-INCH MINIMUM WIDTH BREADBOARDS - A 30"x48" CLEAR SPACE SHALL BE PROVIDED TO ACCOMMODATE A PARALLEL OR PERPENDICULAR APPROACH. NOT REQUIRED TO BE CENTERED. L ACCESSIBLE ROUTE IN UNIT MIN. 36" WIDE P.O.T. (PER SEC. 1130a, CBC) LOWER SHELVING AND DRAWER SPACE SHALL BE PROVIDED AT A HEIGHT OF NO MORE THAN 48".M PROVIDE TUB CONTROLS ON CLEAR SIDE OF TUB (ON WALL AT THE FOOT OF THE BATHTUB)N ACCESSIBLE NOTES PROVIDE MIN. 30" WIDE REMOVABLE BASE CABINET BELOW KITCHEN SINK FOR FORWARD APPROACH, ALLOW 3" FOR RANGE EXTENSION AT CORNER LOCATIONS. FINISH FLOOR SHALL EXTEND BELOW SINK AND EXPOSED CABINET SURFACES SHALL HAVE FINISHED SURFACE. PROVIDE FAUCET CONTROLS OPERABLE WITH ONE HAND, REQUIRING NOT MORE THAN 5 LBS. FORCE TO OPERATE O P Q BASE CABINET IS REQUIRED TO BE REMOVABLE WITHOUT THE USE OF SPECIALIZED KNOWLEDGE OR TOOLS. PROVIDE HOT WATER DRAIN PIPE INSULATION. EXTEND FLOOR COVERING UNDER SINK CABINET. PROVIDE STRUCTURAL REINFORCEMENT INDICATED FOR FUTURE INSTALLATION OF WALL MOUNTED GRAB BARS AT TUB/ SHOWER AND TOILET. PROVIDE A MIN. 18" CLEAR SPACE AT STRIKE EDGE SIDE OF DOORWAY ON THE SWING SIDE OF DOOR. S T PROVIDE STRUCTURAL REINFORCEMENT INDICATED FOR FUTURE INSTALLATION OF WALL MOUNTED FOLD DOWN GRAB BAR.U R PROVIDE A MIN. 30" WIDE KITCHEN SINK REPOSITIONABLE, TO A MIN. HEIGHT OF 28" ABOVE FINISH FLOOR KITCHEN & BATHROOM OUTLET AND SWITCH WHEN OVER COUNTER REQUIRED WITHIN OBSTRUCTED REACH RANGE. CABINET WITH FRONT APPROACH WITH KNEE AND TOE CLEARANCE CANNOT BE MORE THAN 25 AND 24 FOR SIDE REACH V J ACCESSIBLE LAVATORIES - A 30"x48" CLEAR WIDTH SPACE SHALL BE PROVIDED AND CENTERED ON THE LAVATORIES. CABINETS UNDER LAVATORIES ARE PERMITTED IF THE LAVATORY ALLOWS FOR A PARALLEL APPROACH AND CABINETS HAVE ADAPTABLE KNEE AND TOE SPACE. (PER 2022 CBC 1134A.8). TOP OF THE FIXTURE RIM SHALL BE 34" MAX. ABOVE FINISH FLOOR. TOE SPACE SHALL BE 30" WIDE, 17" DEEP AND 9" HIGH. 60" DIA.. CLEAR MANEUVERING TURN CIRCLE SPACE. 30"x 48" CLEAR FLOOR SPACE THAT ALLOWS A PARALLEL APPROACH AT THE RANGE/ COOKTOP AND EITHER A PARALLEL OR FORWARD APPROACH AT THE OVEN, DISHWASHER, REFRIDGERATOR/ FREEZER AND TRASH COMPACTOR. A CLEAR MANEUVERING SPACE OUTSIDE THE SWING OF THE DOOR OF AT LEAST 30"x48" WITHIN THE ROOM. DOORS MAY SWING INTO THE REQUIRED CLEAR SPACE AT ANY FIXTURE WHEN A CLEAR MANEUVERING SPACE IS PROVIDED OUTSIDE THE SWING ARC OF THE DOOR SO IT CAN BE CLOSED. INDICATES 30"X48" CLEAR WHEELCHAIR SPACE AT TUB/SHOWER KNEE SPACE SHALL BE AT LEAST 30" WIDE AND 8" DEEP. EDGE OF COUNTER TOP INDICATES 30"X48" CLEAR WHEELCHAIR SPACE ALLOWANCES AND REACH RANGES ELECTRIC SUB PANEL: RECESS INTO WALL, PRE-BD. STUD CAVITY W/ TYPE "X" GYP. BD. PER RECESSED CABINET DETAIL. VOID SPACE: BEHIND BATHTUBS AND OTHER INTERIOR VOID SPACES. PROVIDE A ONE-HOUR FLOOR/CEILNG ASSEMBLY. SEE BUILDING PLANS FOR TWO-HOUR SHAFT LOCATIONS FLOORING TRANSITION STRIP BETWEEN ALL CHANGES IN ALL FLOORING MATERIALS. TRANSITION OF MATERIAL NOT TO EXCEED 1/2" DIFFERENTIAL, REFER TO SHEET A1.0.3 UNIT ACCESSIBILITY REQUIREMENTS AT SAID TRANSITION COMMUNICATION PANEL: HEAD END PANEL FOR CATV, TELEPHONE, ETC, TO BE MOUNTED AT 44" AFF MAX, MEASURED TO THE TOP OF BOX. UNIT GENERAL NOTES *APARTMENT, INTERIOR WALL AND CEILING FINISHES SHALL COMPLY WITH 2022 CALIFORNIA BUILDING CODE. CHAPTER 8, TABLE 803.9. ANY DECORATIONS SHALL BE NONCOMBUSTIBLE OR FLAME RETARDANT IN AN APPROVED MANNER (CURTAINS, DRAPES, SHADES, HANGINGS, ETC. (C.M.C. 57.22) 1. REFER TO A0.5 THRU A0.12 - SHEETS FOR ACCESSIBILITY AND CODE REQUIREMENT INFO. 2. REFER TO A2.0.1THRU A2.4 SHEETS FOR BUILDING PLANS AND ADDITIONAL INFORMATION. 3. REFER TO OWNER'S SPECIFICATIONS FOR MATERIALS, FINISHES, AND MODEL NUMBERS. SINGLE HANGER ROD W/ 14" WIDE SHELF FURRING TO ALLOW FOR PLUMBING. PER PLUMB. DWGS. LOWER CABINETRY. SEE INTERIOR ELEVATIONS FOR SIZE EXTERIOR STUCCO SOFFIT ABOVE, SEE EXTERIOR ELEVATIONS 42" MIN. HIGH GUARDRAIL AT DECK/BALCONIES. 6'-0" LOW WALLS AT GROUND LEVEL. SEE EXTERIOR ELEVATIONS. FLOOR DRAIN, SEE PLUMBING DRAWINGS EDGE OF PATIO/DECK. CONCRETE PATIO SLAB ON GRADE. SLOPE 1/4" PER FOOT MIN. TO DRAIN. FLASH PERIMETER EDGES. CONCRETE SWALE TO WALL SCUPPER WHERE OCCURS. EXTERIOR CEILING - PROVIDE STUCCO FINISH. FLOOR DRAINS AT PATIO/DECK. SEE PLUMBING DRAWINGS. N/A LINE OF WALL/FLOOR ABOVE OR BELOW ADA TUB INSTALL O/ "X" GYP. B.D. W/ LEVEL 1 FINISH AT WALLS & COMPLETE FLR. ASSEMBLY. PROVIDE BACKING FOR GRAB BARS. LINE OF SOFFIT ABOVE. VERIFY WITH MEP DRAWINGS FOR MEP'S RUN INSIDE THE CEILING SOFFIT. SEE PLAN FOR HEIGHT 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 EDGE OF PODIUM48 LIGHT WELL49 OFFICE DESK50 2 X 8 WALLS51 2 X 10 WALLS52 53 ELECTRICAL VEHICLE CHARGING STATION 54 36" WIDE, GAS COOK TOP (BASED ON OWNER'S SPECIFICATIONS) UNIT KEY NOTES 1 2 TRANSFER LOUVER VENT ABOVE THE DOOR MIN. 100 SQ. IN. DOUBLE STAINLESS SINK WITH GARBAGE DISPOSAL WITH REAR DRAIN SINK, TYPICAL NEEDED SO THE GARBAGE DISPOSAL WILL NOT CONFLICT WITH THE REQUIRED KNEE SPACE, PROVIDE LEVER TYPE HANDLE. DISHWASHER BELOW COUNTER TOP (BASED ON OWNER'S SPECIFICATIONS) REFRIGERATOR SPACE - PROVIDE ELECT. OUTLET AT +42" AND COLD WATER TAP (BASED ON OWNER'S SPECIFICATIONS) 36" HIGH KITCHEN BASE CABINET WITH GRANITE COUNTERTOP WITH 6" BACK SPLASH - SEE INTERIOR ELEVATIONS. REMOVABLE CABINET FRONT TO PROVIDE 30" CLEARANCE. EXTEND FINISH FLOORING UNDER CABINET. (PROVIDE IN KITCHEN AND AT LEAST ONE BATH PER UNIT) PROVIDE 15" WIDE BREAD BOARDS WHERE INDICATED 12" DEEP UPPER CABINET PANTRY WITH 4 SHELVES EXTENDED 36" HIGH COUNTERTOP ADAPTABLE/ADA 32" X 62" TUB INSTALL O/ "X" GYP. B.D. W/ LEVEL 1 FINISH AT WALLS AND COMPLETE FLR. ASSEMBLY. PROVIDE BACKING FOR GRAB BARS. ADAPTABLE/ADA BUILT-UP SHOWER OVER GYPBOARD. INSTALL CONC. FLOOR TOPPING PRIOR TO INSTALLATION. ALL SHOWER HEADS TO BE LOW WATER CONSUMPTION. PROVIDE BACKING FOR GRAB BARS. PROVIDE SHOWER SEAT WHERE APPLICABLE. FOR SHOWER THRESHOLD DETAIL, SEE DETAIL 11/A9.10 UPPER CABINET OVER REFRIGERATOR TO MATCH DEPTH OF PANTRY 3 4 5 6 7 8 9 10 11 12 13 14 MICROWAVE EXHAUST HOOD COMBO ABOVE THE COOKTOP (BASED ON OWNER'S SPECS.) PROVIDE 2X6 STUDS UNDER COUNTERTOP FOR PLUMBING. PROVIDE 2X4 STUDS UNDER COUNTERTOP AT THE END OF THE PENINSULA. WASHER (BASED ON OWNER'S SPECIFICATIONS) PROVIDE U.L. LISTED APPROVED RECESSED WALL HOOKUP. ALL WASHERS ARE TO BE LOCATED AT THE RIGHT OF THE LAUNDRY ROOM. GAS DRYER (BASED ON OWNER'S SPECS) PROVIDE U.L. LISTED APPROVED RECESSED WALL HOOKUP. ALL DRYERS ARE TO BE LOCATED AT THE LEFT OF THE LAUNDRY ROOM. STACKABLE WASHER/GAS DRYER (BASED ON OWNER'S SPECIFICATIONS) PROVIDE U.L. LISTED APPROVED RECESSED WALL HOOKUP. (2) 15" DEEP WIRE SHELVES ABOVE WASHER AND/OR DRYER. SEE INTERIORS. HVAC FAN COIL UNIT IN CEILING, SEE MECH. PROVIDE DAMPERS AT 1-HOUR CEILING MEMBRANE PENETRATIONS 34" HIGH LAVATORY BASE CABINET WITH 4" TOE SPACE AND GRANITE COUNTER TOP WITH 4" BACK SPLASH AND 42" HIGH MIRROR ABV. - SEE INT. ELEV. LAVATORY (BASED ON OWNER'S SPECIFICATIONS) PROVIDE A LEVER TYPE HANDLE. WATER CLOSET PER OWNER'S SPECIFICATIONS, ALL WATER CLOSETS TO BE LOW WATER CONSUMPTION. PROVIDE BACKING FOR GRAB BARS. SEAT HEIGHT TO BE BETWEEN 15 AND 19 INCHES. FLUSH HANDLE AT APPROACH SIDE. ALL WATER CLOSETS ARE TO BE FLOOR MOUNTED LINEN CABINET: FACE FRAME LINEN CABINET WITH 5 MDF SHELVES SPACED AT 16" O.C. 15 16 17 18 19 20 21 22 23 24 LINE OF FURRING WALL BELOW TOILET PAPER HOLDER 25 26 24" TOWEL BAR - W/ 2 X 10 SOLID BLOCKING WITHIN WALL SHALL BE MOUNTED WITH THE BOTTOM EDGE NO HIGHER THAN 40" (1016MM) FROM FLOOR PER 2022 CBC CHAPTER 11A. SECT.1134A.8. 27 INDICATES TEMPERED GLASS LOCATION AS PER C.B.C SECTION 2406. 2x4 WALL FRAMING 2x8 WALL FRAMING 2x6 WALL FRAMING AT GARAGE & CONDITION SPACE 1-HR WALL SEPARATION 2x6 WALL FRAMING METAL WALL FRAMING, SEE STRUCTURAL PLANS CONCRETE WALL, SEE STRUCTURAL PLANS CMU WALL, SEE STRUCTURAL PLANS XX WALL TYPE, SEE DETAILS 2/A9.10 INT INTERIOR KEYNOTES. WESTCOAT ALX WATERPROOFING SYSTEM (OR APPROVED EQUAL), TOP COAT, OVER TEXTURE COAT, OVER SLURRY COAT, OVER BASE COAT, OVER METAL LATH, OVER W.P. SHEET MEMBRANE OVER MIN. 3/4" PLYWOOD DECK, OVER 2X SLOPED FRAMING, SLOPED 1/4"/FT. 2% MAXIMUM CROSS SLOPE. FLASH PERIMETER EDGES. ER-587 N/A UNIT 1A_C1 LIVING AREA 627 S.F. BALCONY 51 S.F. UNIT FLOOR PLAN A1_C1UNIT ACCESSIBLE FLOOR PLAN A1_C1 SEE BUILDING FLOOR PLAN FOR WINDOW SIZE AND TEMPERED GL DENOTE 22'-9" 31 ' - 0 " 22'-9" 31 ' - 0 " 11'-5 1/2"11'-3 1/2" 5'-7 1/2"5'-10"8'-4"2'-11 1/2" 6'-9 1/2"4'-6"6' - 0 " 25 ' - 0 " 7' - 1 0 1 / 2 " 3' - 2 1 / 2 " 2' - 4 1 / 2 " 1' - 6 " 8' - 1 " 1' - 1 1 1 / 2 " 1'-10" 9'-10"4'-6"8'-5" 15 ' - 9 " 13 ' - 7 1 / 2 " 1' - 7 1 / 2 " 8'-0"2'-7 1/2"1'-10 1/2" BEDROOM 9'-1" LIVING / DINING 9'-1" KITCHEN 9'-1" BATH 8'-1" BALC. 54 10 28 1 4 7 8 9 19 22 23 2624 13 16 36 42 3834 29 2 4' - 0 " 11 ' - 8 " 4' - 2 " 2' - 3 1 / 2 " 2' - 1 0 1 / 2 " 3' - 2 " 2' - 1 0 " 8'-7"3'-4"8'-4" 6'-3"2'-2"3'-6" 4' - 6 " 3' - 4 1 / 2 " 323C 2'-0" 46 29 2B 30 U9 U4 U3 U10 U1 U2 40 8" 46 45 40 BALCONY - SEE BLDG FLOOR PLAN FOR DESIGN AND CONFIGURATION 3 27 15 46 32 2 3 4 5 1 2 6 46 8'-1" 46 8'-1" 8'-1" CLG 8'-1" 8'-1" OMITTED AT END UNIT 1A_C1 11 SL O P E 1/ 4 " / F T 1'-5 23/32" 1 A0.17 BEDROOM 9'-1" KITCHEN 9'1" BALC. 16" MIN 18" MAX. J D D C D C B T T A R 18" MIN. E P O Q JS G V K L M C LIVING / DINING 9'-1" H1 A0.13 3 1'-6" MIN 36 " 48" 24 " M A X 32 2 N . H A R B O R B L V D . SA N T A A N A , C A 9 2 7 0 3 SHEET NUMBER 2 0 2 4 0 1 0 SHEET TITLE PROJECT NUMBER REVISIONS NO.DATE NO.DATE HANNOUCHE ARCHITECTS EXPRESSLY RESERVES ITS COMMON LAW COPYRIGHT AND OTHER PROPERTY RIGHTS INHERENT IN THESE PLANS. ALL DRAWINGS, ELECTRONIC FILES, FIELD NOTES AND ASSOCIATED DOCUMENTS ARE INSTRUMENTS OF SERVICE AND ARE THE PROPERTY OF HANNOUCHE ARCHITECTS. ALL INFORMATION CONTAINED IN THESE DRAWINGS, ELECTRONIC FILES, FIELD NOTES AND ASSOCIATED DOCUMENTS IS PROJECT SPECIFIC AND SHALL NOT BE REPRODUCED, DISCLOSED, CHANGED, COPIED, OR USED OTHERWISE IN ANY FORM OR MANNER WHATSOEVER, WITHOUT FIRST OBTAINING THE EXPRESSED WRITTEN PERMISSION AND CONSENT OF HANNOUCHE ARCHITECTS. HANNOUCHE ARCHITECT c 2021 HANNOUCHE ARCHITECTS 949.261.2070 SAMIR HANNOUCHE, ARCHITECT 20250 SW ACACIA ST. #145 NEWPORT BEACH, CA 92660 May 9, 2025 1 CORR 12/10/24 BLDG A CORR 3/18/25 OCFA 2 CORR 4/09/25 BLDG DATE SIGNED2 3 CORR 5/09/25 BLDG A1.1_0 UNIT A1_C1 UNIT PLAN AND ACCESSIBLE PLAN SCALE: 1/4" = 1'-0" A UNIT ENTRY SWING DOOR-PUSH SIDE - PROVIDE A CLEAR SPACE 48" MIN. LENGTH FOR A WIDTH EQUAL TO THE DOOR. PROVIDE ADD'L 12" WIDE CLEARANCE AT STRIKE SIDE OF DOOR IF EQUIPPED WITH A CLOSER. (PER 2022 CBC 1132.A.1) B UNIT ENTRY SWING DOOR - PULL SIDE - PROVIDE A CLEAR SPACE 44" MIN. LENGTH FOR A WIDTH EQUAL TO THE DOOR. PROVIDE ADD'L 18" WIDE CLEARANCE AT STRIKE SIDE OF DOOR IF EQUIPPED WITH A CLOSER. (PER 2022 CBC 1132A.5.1 & 1132A.5.2) C UNIT INTERIOR DOOR - PUSH SIDE - PROVIDE A CLEAR SPACE 42" MIN. LENGTH FOR A WIDTH EQUAL TO THE DOOR. (PER 2022 CBC 1132A.5.1) D UNIT INTERIOR DOOR - PULL SIDE - PROVIDE A CLEAR SPACE 42" MIN. LENGTH FOR A WIDTH EQUAL TO THE DOOR PLUS 18" MIN. AT STRIKE SIDE OF DOOR. (PER 2022 CBC 1132A.5.1 & 1132A.5.2) E KITCHEN SINK, FIXTURES & APPLIANCES - PROVIDE A CLEAR SPACE OF 30"X48" THAT ALLOWS A PARALLEL OR FORWARD APPROACH CENTERED ON SINK OR APPLIANCE. ( PER 2022 CBC 1133A.2) SEE UNITE NOTES SHEET A1.0.3. F ACCESSIBLE BATHROOM MANEUVERING SPACE - WHERE A DOOR SWINGS INTO A BATHROOM, A 30"x48" CLEAR SPACE SHALL BE PROVIDED OUTSIDE OF THE DOOR SWING AND WITHIN THE BATHROOM. (PER 2022 CBC 1134A.4) G ACCESSIBLE BATHTUBS/SHOWERS - A 48" PARALLEL & 30" PERPENDICULAR CLEAR SPACE SHALL BE PROVIDE ADJACENT TO BATHTUBS/SHOWERS & MEASURED FROM THE FOOT OR DRAIN AT END OF TUB. (PER 2022 CBC 1134A.5) H ACCESSIBLE WATER CLOSETS - A 48" CLEAR WIDTH SPACE SHALL BE PROVIDED AND EXTEND A MINIMUM OF 36" PAST THE FRONT OF THE WATER CLOSET. THE 48" CLEAR WIDTH MAY BE REDUCED TO 36" IMMEDIATELY ADJACENT TO THE WATER CLOSET AND EXTEND A MAXIMUM OF 24" IN DEPTH. (PER 2022 CBC 1134A.7) K PROVIDE TWO 15-INCH MINIMUM WIDTH BREADBOARDS - A 30"x48" CLEAR SPACE SHALL BE PROVIDED TO ACCOMMODATE A PARALLEL OR PERPENDICULAR APPROACH. NOT REQUIRED TO BE CENTERED. L ACCESSIBLE ROUTE IN UNIT MIN. 36" WIDE P.O.T. (PER SEC. 1130a, CBC) LOWER SHELVING AND DRAWER SPACE SHALL BE PROVIDED AT A HEIGHT OF NO MORE THAN 48".M PROVIDE TUB CONTROLS ON CLEAR SIDE OF TUB (ON WALL AT THE FOOT OF THE BATHTUB)N ACCESSIBLE NOTES PROVIDE MIN. 30" WIDE REMOVABLE BASE CABINET BELOW KITCHEN SINK FOR FORWARD APPROACH, ALLOW 3" FOR RANGE EXTENSION AT CORNER LOCATIONS. FINISH FLOOR SHALL EXTEND BELOW SINK AND EXPOSED CABINET SURFACES SHALL HAVE FINISHED SURFACE. PROVIDE FAUCET CONTROLS OPERABLE WITH ONE HAND, REQUIRING NOT MORE THAN 5 LBS. FORCE TO OPERATE O P Q BASE CABINET IS REQUIRED TO BE REMOVABLE WITHOUT THE USE OF SPECIALIZED KNOWLEDGE OR TOOLS. PROVIDE HOT WATER DRAIN PIPE INSULATION. EXTEND FLOOR COVERING UNDER SINK CABINET. PROVIDE STRUCTURAL REINFORCEMENT INDICATED FOR FUTURE INSTALLATION OF WALL MOUNTED GRAB BARS AT TUB/ SHOWER AND TOILET. PROVIDE A MIN. 18" CLEAR SPACE AT STRIKE EDGE SIDE OF DOORWAY ON THE SWING SIDE OF DOOR. S T PROVIDE STRUCTURAL REINFORCEMENT INDICATED FOR FUTURE INSTALLATION OF WALL MOUNTED FOLD DOWN GRAB BAR.U R PROVIDE A MIN. 30" WIDE KITCHEN SINK REPOSITIONABLE, TO A MIN. HEIGHT OF 28" ABOVE FINISH FLOOR KITCHEN & BATHROOM OUTLET AND SWITCH WHEN OVER COUNTER REQUIRED WITHIN OBSTRUCTED REACH RANGE. CABINET WITH FRONT APPROACH WITH KNEE AND TOE CLEARANCE CANNOT BE MORE THAN 25 AND 24 FOR SIDE REACH V J ACCESSIBLE LAVATORIES - A 30"x48" CLEAR WIDTH SPACE SHALL BE PROVIDED AND CENTERED ON THE LAVATORIES. CABINETS UNDER LAVATORIES ARE PERMITTED IF THE LAVATORY ALLOWS FOR A PARALLEL APPROACH AND CABINETS HAVE ADAPTABLE KNEE AND TOE SPACE. (PER 2022 CBC 1134A.8). TOP OF THE FIXTURE RIM SHALL BE 34" MAX. ABOVE FINISH FLOOR. TOE SPACE SHALL BE 30" WIDE, 17" DEEP AND 9" HIGH. 60" DIA.. CLEAR MANEUVERING TURN CIRCLE SPACE. 30"x 48" CLEAR FLOOR SPACE THAT ALLOWS A PARALLEL APPROACH AT THE RANGE/ COOKTOP AND EITHER A PARALLEL OR FORWARD APPROACH AT THE OVEN, DISHWASHER, REFRIDGERATOR/ FREEZER AND TRASH COMPACTOR. A CLEAR MANEUVERING SPACE OUTSIDE THE SWING OF THE DOOR OF AT LEAST 30"x48" WITHIN THE ROOM. DOORS MAY SWING INTO THE REQUIRED CLEAR SPACE AT ANY FIXTURE WHEN A CLEAR MANEUVERING SPACE IS PROVIDED OUTSIDE THE SWING ARC OF THE DOOR SO IT CAN BE CLOSED. INDICATES 30"X48" CLEAR WHEELCHAIR SPACE AT TUB/SHOWER KNEE SPACE SHALL BE AT LEAST 30" WIDE AND 8" DEEP. EDGE OF COUNTER TOP INDICATES 30"X48" CLEAR WHEELCHAIR SPACE ALLOWANCES AND REACH RANGES W CLEARANCE AROUND WATER CLOSETS - SHALL BE 60"x56" MINIMUM MEASURED PERPENDICULAR FROM THE SIDE WALL AND 56" MIN. MEASURED FROM THE REAR WALL C.B.C 1127A.2.2 ITEM #3 3 ELECTRIC SUB PANEL: RECESS INTO WALL, PRE-BD. STUD CAVITY W/ TYPE "X" GYP. BD. PER RECESSED CABINET DETAIL. VOID SPACE: BEHIND BATHTUBS AND OTHER INTERIOR VOID SPACES. PROVIDE A ONE-HOUR FLOOR/CEILNG ASSEMBLY. SEE BUILDING PLANS FOR TWO-HOUR SHAFT LOCATIONS FLOORING TRANSITION STRIP BETWEEN ALL CHANGES IN ALL FLOORING MATERIALS. TRANSITION OF MATERIAL NOT TO EXCEED 1/2" DIFFERENTIAL, REFER TO SHEET A1.0.3 UNIT ACCESSIBILITY REQUIREMENTS AT SAID TRANSITION COMMUNICATION PANEL: HEAD END PANEL FOR CATV, TELEPHONE, ETC, TO BE MOUNTED AT 44" AFF MAX, MEASURED TO THE TOP OF BOX. UNIT GENERAL NOTES *APARTMENT, INTERIOR WALL AND CEILING FINISHES SHALL COMPLY WITH 2022 CALIFORNIA BUILDING CODE. CHAPTER 8, TABLE 803.9. ANY DECORATIONS SHALL BE NONCOMBUSTIBLE OR FLAME RETARDANT IN AN APPROVED MANNER (CURTAINS, DRAPES, SHADES, HANGINGS, ETC. (C.M.C. 57.22) 1. REFER TO A0.5 THRU A0.12 - SHEETS FOR ACCESSIBILITY AND CODE REQUIREMENT INFO. 2. REFER TO A2.0.1THRU A2.4 SHEETS FOR BUILDING PLANS AND ADDITIONAL INFORMATION. 3. REFER TO OWNER'S SPECIFICATIONS FOR MATERIALS, FINISHES, AND MODEL NUMBERS. SINGLE HANGER ROD W/ 14" WIDE SHELF FURRING TO ALLOW FOR PLUMBING. PER PLUMB. DWGS. LOWER CABINETRY. SEE INTERIOR ELEVATIONS FOR SIZE EXTERIOR STUCCO SOFFIT ABOVE, SEE EXTERIOR ELEVATIONS 42" MIN. HIGH GUARDRAIL AT DECK/BALCONIES. 6'-0" LOW WALLS AT GROUND LEVEL. SEE EXTERIOR ELEVATIONS. FLOOR DRAIN, SEE PLUMBING DRAWINGS EDGE OF PATIO/DECK. CONCRETE PATIO SLAB ON GRADE. SLOPE 1/4" PER FOOT MIN. TO DRAIN. FLASH PERIMETER EDGES. CONCRETE SWALE TO WALL SCUPPER WHERE OCCURS. EXTERIOR CEILING - PROVIDE STUCCO FINISH. FLOOR DRAINS AT PATIO/DECK. SEE PLUMBING DRAWINGS. N/A LINE OF WALL/FLOOR ABOVE OR BELOW ADA TUB INSTALL O/ "X" GYP. B.D. W/ LEVEL 1 FINISH AT WALLS & COMPLETE FLR. ASSEMBLY. PROVIDE BACKING FOR GRAB BARS. LINE OF SOFFIT ABOVE. VERIFY WITH MEP DRAWINGS FOR MEP'S RUN INSIDE THE CEILING SOFFIT. SEE PLAN FOR HEIGHT 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 EDGE OF PODIUM48 LIGHT WELL49 OFFICE DESK50 2 X 8 WALLS51 2 X 10 WALLS52 53 ELECTRICAL VEHICLE CHARGING STATION 54 36" WIDE, GAS COOK TOP (BASED ON OWNER'S SPECIFICATIONS) UNIT KEY NOTES 1 2 TRANSFER LOUVER VENT ABOVE THE DOOR MIN. 100 SQ. IN. DOUBLE STAINLESS SINK WITH GARBAGE DISPOSAL WITH REAR DRAIN SINK, TYPICAL NEEDED SO THE GARBAGE DISPOSAL WILL NOT CONFLICT WITH THE REQUIRED KNEE SPACE, PROVIDE LEVER TYPE HANDLE. DISHWASHER BELOW COUNTER TOP (BASED ON OWNER'S SPECIFICATIONS) REFRIGERATOR SPACE - PROVIDE ELECT. OUTLET AT +42" AND COLD WATER TAP (BASED ON OWNER'S SPECIFICATIONS) 36" HIGH KITCHEN BASE CABINET WITH GRANITE COUNTERTOP WITH 6" BACK SPLASH - SEE INTERIOR ELEVATIONS. REMOVABLE CABINET FRONT TO PROVIDE 30" CLEARANCE. EXTEND FINISH FLOORING UNDER CABINET. (PROVIDE IN KITCHEN AND AT LEAST ONE BATH PER UNIT) PROVIDE 15" WIDE BREAD BOARDS WHERE INDICATED 12" DEEP UPPER CABINET PANTRY WITH 4 SHELVES EXTENDED 36" HIGH COUNTERTOP ADAPTABLE/ADA 32" X 62" TUB INSTALL O/ "X" GYP. B.D. W/ LEVEL 1 FINISH AT WALLS AND COMPLETE FLR. ASSEMBLY. PROVIDE BACKING FOR GRAB BARS. ADAPTABLE/ADA BUILT-UP SHOWER OVER GYPBOARD. INSTALL CONC. FLOOR TOPPING PRIOR TO INSTALLATION. ALL SHOWER HEADS TO BE LOW WATER CONSUMPTION. PROVIDE BACKING FOR GRAB BARS. PROVIDE SHOWER SEAT WHERE APPLICABLE. FOR SHOWER THRESHOLD DETAIL, SEE DETAIL 11/A9.10 UPPER CABINET OVER REFRIGERATOR TO MATCH DEPTH OF PANTRY 3 4 5 6 7 8 9 10 11 12 13 14 MICROWAVE EXHAUST HOOD COMBO ABOVE THE COOKTOP (BASED ON OWNER'S SPECS.) PROVIDE 2X6 STUDS UNDER COUNTERTOP FOR PLUMBING. PROVIDE 2X4 STUDS UNDER COUNTERTOP AT THE END OF THE PENINSULA. WASHER (BASED ON OWNER'S SPECIFICATIONS) PROVIDE U.L. LISTED APPROVED RECESSED WALL HOOKUP. ALL WASHERS ARE TO BE LOCATED AT THE RIGHT OF THE LAUNDRY ROOM. GAS DRYER (BASED ON OWNER'S SPECS) PROVIDE U.L. LISTED APPROVED RECESSED WALL HOOKUP. ALL DRYERS ARE TO BE LOCATED AT THE LEFT OF THE LAUNDRY ROOM. STACKABLE WASHER/GAS DRYER (BASED ON OWNER'S SPECIFICATIONS) PROVIDE U.L. LISTED APPROVED RECESSED WALL HOOKUP. (2) 15" DEEP WIRE SHELVES ABOVE WASHER AND/OR DRYER. SEE INTERIORS. HVAC FAN COIL UNIT IN CEILING, SEE MECH. PROVIDE DAMPERS AT 1-HOUR CEILING MEMBRANE PENETRATIONS 34" HIGH LAVATORY BASE CABINET WITH 4" TOE SPACE AND GRANITE COUNTER TOP WITH 4" BACK SPLASH AND 42" HIGH MIRROR ABV. - SEE INT. ELEV. LAVATORY (BASED ON OWNER'S SPECIFICATIONS) PROVIDE A LEVER TYPE HANDLE. WATER CLOSET PER OWNER'S SPECIFICATIONS, ALL WATER CLOSETS TO BE LOW WATER CONSUMPTION. PROVIDE BACKING FOR GRAB BARS. SEAT HEIGHT TO BE BETWEEN 15 AND 19 INCHES. FLUSH HANDLE AT APPROACH SIDE. ALL WATER CLOSETS ARE TO BE FLOOR MOUNTED LINEN CABINET: FACE FRAME LINEN CABINET WITH 5 MDF SHELVES SPACED AT 16" O.C. 15 16 17 18 19 20 21 22 23 24 LINE OF FURRING WALL BELOW TOILET PAPER HOLDER 25 26 24" TOWEL BAR - W/ 2 X 10 SOLID BLOCKING WITHIN WALL SHALL BE MOUNTED WITH THE BOTTOM EDGE NO HIGHER THAN 40" (1016MM) FROM FLOOR PER 2022 CBC CHAPTER 11A. SECT.1134A.8. 27 INDICATES TEMPERED GLASS LOCATION AS PER C.B.C SECTION 2406. 2x4 WALL FRAMING 2x8 WALL FRAMING 2x6 WALL FRAMING AT GARAGE & CONDITION SPACE 1-HR WALL SEPARATION 2x6 WALL FRAMING METAL WALL FRAMING, SEE STRUCTURAL PLANS CONCRETE WALL, SEE STRUCTURAL PLANS CMU WALL, SEE STRUCTURAL PLANS XX WALL TYPE, SEE DETAILS 2/A9.10 INT INTERIOR KEYNOTES. WESTCOAT ALX WATERPROOFING SYSTEM (OR APPROVED EQUAL), TOP COAT, OVER TEXTURE COAT, OVER SLURRY COAT, OVER BASE COAT, OVER METAL LATH, OVER W.P. SHEET MEMBRANE OVER MIN. 3/4" PLYWOOD DECK, OVER 2X SLOPED FRAMING, SLOPED 1/4"/FT. 2% MAXIMUM CROSS SLOPE. FLASH PERIMETER EDGES. ER-587 N/A UNIT 1A_C1 LIVING AREA 627 S.F. BALCONY 51 S.F. UNIT FLOOR PLAN A1_C1UNIT ACCESSIBLE FLOOR PLAN A1_C1 SEE BUILDING FLOOR PLAN FOR WINDOW SIZE AND TEMPERED GL DENOTE 22'-9" 31 ' - 0 " 22'-9" 31 ' - 0 " 11'-5 1/2"11'-3 1/2" 8'-4"2'-11 1/2" 6' - 0 " 25 ' - 0 " 3' - 1 " BALCONY - SEE BLDG FLOOR PLAN FOR DESIGN AND CONFIGURATION BEDROOM 9'-1" LIVING / DINING 9'-1" KITCHEN 9'-1" BATH 8'-1" BALC. SL O P E 1/ 4 " / F T 22'-9" 31 ' - 0 " 22'-9" 31 ' - 0 " 11'-5 1/2"11'-3 1/2" 8'-4"2'-11 1/2" 6' - 0 " 25 ' - 0 " BALCONY - SEE BLDG FLOOR PLAN FOR DESIGN AND CONFIGURATION BEDROOM 9'-1" LIVING / DINING 9'-1" KITCHEN 9'-1" BATH 8'-1" BALC. SL O P E 1/ 4 " / F T 32 2 N . H A R B O R B L V D . SA N T A A N A , C A 9 2 7 0 3 SHEET NUMBER 2 0 2 4 0 1 0 SHEET TITLE PROJECT NUMBER REVISIONS NO.DATE NO.DATE HANNOUCHE ARCHITECTS EXPRESSLY RESERVES ITS COMMON LAW COPYRIGHT AND OTHER PROPERTY RIGHTS INHERENT IN THESE PLANS. ALL DRAWINGS, ELECTRONIC FILES, FIELD NOTES AND ASSOCIATED DOCUMENTS ARE INSTRUMENTS OF SERVICE AND ARE THE PROPERTY OF HANNOUCHE ARCHITECTS. ALL INFORMATION CONTAINED IN THESE DRAWINGS, ELECTRONIC FILES, FIELD NOTES AND ASSOCIATED DOCUMENTS IS PROJECT SPECIFIC AND SHALL NOT BE REPRODUCED, DISCLOSED, CHANGED, COPIED, OR USED OTHERWISE IN ANY FORM OR MANNER WHATSOEVER, WITHOUT FIRST OBTAINING THE EXPRESSED WRITTEN PERMISSION AND CONSENT OF HANNOUCHE ARCHITECTS. HANNOUCHE ARCHITECT c 2021 HANNOUCHE ARCHITECTS 949.261.2070 SAMIR HANNOUCHE, ARCHITECT 20250 SW ACACIA ST. #145 NEWPORT BEACH, CA 92660 May 9, 2025 1 CORR 12/10/24 BLDG A CORR 3/18/25 OCFA 2 CORR 4/09/25 BLDG DATE SIGNED2 3 CORR 5/09/25 BLDG A1.1_1 UNIT A1_C2 & M UNIT PLAN AND ACCESSIBLE PLAN SCALE: 1/4" = 1'-0" REFER TO A1.1_0 STANDARD UNIT FOR ACCESSIBLE KEYNOTE REFERENCES REFER TO A1.1_0 STANDARD UNIT FOR DIMENSION AND KEYNOTE REFERENCES UNIT FLOOR PLAN A1_C2UNIT FLOOR PLAN A1_M SEE BUILDING FLOOR PLAN FOR WINDOW SIZE AND TEMPERED GL DENOTE 35'-9" 35'-9" 31 ' - 0 " 31 ' - 0 " 12'-9"11'-6 1/2"11'-5 1/2" 6'-6"6'-3"5'-8 1/2"5'-10"1'-11"4'-1"2'-4"3'-1 1/2" 11 ' - 7 1 / 2 " 6' - 5 " 2' - 4 1 / 2 " 10 ' - 7 " 1' - 1 1 1 / 2 " 7' - 1 1 / 2 " 1' - 6 " 6' - 0 1 / 2 " 5' - 7 " 11 1 / 2 " 2' - 7 " 2' - 1 0 1 / 2 " 8'-6 1/2"4'-6"22'-8 1/2" 10'-7"2'-8"9'-5 1/2"1'-10 1/2"2'-7 1/2"6'-8 1/2"1'-10" 1' - 7 1 / 2 " 11 ' - 8 " 11 ' - 8 1 / 2 " 6' - 0 " 3' - 3 1 / 2 " 2' - 8 1 / 2 " MASTER BEDROOM 9'-0" LIVING 9'-0" DINING 9'-0" BA. 2 8'-1" M. BATH 8'-1" KITCHEN 9'-0"BEDROOM 9'-0" BALC. 2' - 4 1 / 2 " 8' - 6 " 4' - 3 1 / 2 " 9' - 1 0 " 4'-6"4'-4"3'-5 3/4"4'-4 1/2"8'-0" 54 10 1 7 2 3 12 15 9 19 28 29 2 22 2713 28 13 23 28 32 3C 3436 38 2B40 7' - 1 1 1 / 2 " 3' - 8 " 29 24 27 8'-3" 8 2'-1 3/4" 30 32 5 29 4 46 U3 U10 U4 U5 U2 U9 U1 U2 U3 U10 26 26 27 40 8" 46 BALCONY - SEE BLDG FLOOR PLAN FOR DESIGN AND CONFIGURATION 21 35 6 22 2 4 23 7 24 46 8'-1" 8'-1" 46 8'-1" 11 SL O P E 1/ 4 " / F T 2'-3" WINDOW OCCURS AT THIRD LEVEL ONLY 1 A0.17 3'-4 1/2" MASTER BEDROOM 9'-0"LIVING 9'-0" DINING 9'-0" BATH M. BATH KITCHEN 9'-0"BEDROOM 9'-0" BALC. A R B T E U 16" MIN 18" MAX. 1'-6" MIN. O P Q K T D C D C D C C D G JS L K 1'-7" H F 4'-4 1/2" 1 A0.13 3 48" 36 " 24 " M A X 32 2 N . H A R B O R B L V D . SA N T A A N A , C A 9 2 7 0 3 SHEET NUMBER 2 0 2 4 0 1 0 SHEET TITLE PROJECT NUMBER REVISIONS NO.DATE NO.DATE HANNOUCHE ARCHITECTS EXPRESSLY RESERVES ITS COMMON LAW COPYRIGHT AND OTHER PROPERTY RIGHTS INHERENT IN THESE PLANS. ALL DRAWINGS, ELECTRONIC FILES, FIELD NOTES AND ASSOCIATED DOCUMENTS ARE INSTRUMENTS OF SERVICE AND ARE THE PROPERTY OF HANNOUCHE ARCHITECTS. ALL INFORMATION CONTAINED IN THESE DRAWINGS, ELECTRONIC FILES, FIELD NOTES AND ASSOCIATED DOCUMENTS IS PROJECT SPECIFIC AND SHALL NOT BE REPRODUCED, DISCLOSED, CHANGED, COPIED, OR USED OTHERWISE IN ANY FORM OR MANNER WHATSOEVER, WITHOUT FIRST OBTAINING THE EXPRESSED WRITTEN PERMISSION AND CONSENT OF HANNOUCHE ARCHITECTS. HANNOUCHE ARCHITECT c 2021 HANNOUCHE ARCHITECTS 949.261.2070 SAMIR HANNOUCHE, ARCHITECT 20250 SW ACACIA ST. #145 NEWPORT BEACH, CA 92660 May 9, 2025 1 CORR 12/10/24 BLDG A CORR 3/18/25 OCFA 2 CORR 4/09/25 BLDG DATE SIGNED2 3 CORR 5/09/25 BLDG A UNIT ENTRY SWING DOOR-PUSH SIDE - PROVIDE A CLEAR SPACE 48" MIN. LENGTH FOR A WIDTH EQUAL TO THE DOOR. PROVIDE ADD'L 12" WIDE CLEARANCE AT STRIKE SIDE OF DOOR IF EQUIPPED WITH A CLOSER. (PER 2022 CBC 1132.A.1) B UNIT ENTRY SWING DOOR - PULL SIDE - PROVIDE A CLEAR SPACE 44" MIN. LENGTH FOR A WIDTH EQUAL TO THE DOOR. PROVIDE ADD'L 18" WIDE CLEARANCE AT STRIKE SIDE OF DOOR IF EQUIPPED WITH A CLOSER. (PER 2022 CBC 1132A.5.1 & 1132A.5.2) C UNIT INTERIOR DOOR - PUSH SIDE - PROVIDE A CLEAR SPACE 42" MIN. LENGTH FOR A WIDTH EQUAL TO THE DOOR. (PER 2022 CBC 1132A.5.1) D UNIT INTERIOR DOOR - PULL SIDE - PROVIDE A CLEAR SPACE 42" MIN. LENGTH FOR A WIDTH EQUAL TO THE DOOR PLUS 18" MIN. AT STRIKE SIDE OF DOOR. (PER 2022 CBC 1132A.5.1 & 1132A.5.2) E KITCHEN SINK, FIXTURES & APPLIANCES - PROVIDE A CLEAR SPACE OF 30"X48" THAT ALLOWS A PARALLEL OR FORWARD APPROACH CENTERED ON SINK OR APPLIANCE. ( PER 2022 CBC 1133A.2) SEE UNITE NOTES SHEET A1.0.3. F ACCESSIBLE BATHROOM MANEUVERING SPACE - WHERE A DOOR SWINGS INTO A BATHROOM, A 30"x48" CLEAR SPACE SHALL BE PROVIDED OUTSIDE OF THE DOOR SWING AND WITHIN THE BATHROOM. (PER 2022 CBC 1134A.4) G ACCESSIBLE BATHTUBS/SHOWERS - A 48" PARALLEL & 30" PERPENDICULAR CLEAR SPACE SHALL BE PROVIDE ADJACENT TO BATHTUBS/SHOWERS & MEASURED FROM THE FOOT OR DRAIN AT END OF TUB. (PER 2022 CBC 1134A.5) H ACCESSIBLE WATER CLOSETS - A 48" CLEAR WIDTH SPACE SHALL BE PROVIDED AND EXTEND A MINIMUM OF 36" PAST THE FRONT OF THE WATER CLOSET. THE 48" CLEAR WIDTH MAY BE REDUCED TO 36" IMMEDIATELY ADJACENT TO THE WATER CLOSET AND EXTEND A MAXIMUM OF 24" IN DEPTH. (PER 2022 CBC 1134A.7) K PROVIDE TWO 15-INCH MINIMUM WIDTH BREADBOARDS - A 30"x48" CLEAR SPACE SHALL BE PROVIDED TO ACCOMMODATE A PARALLEL OR PERPENDICULAR APPROACH. NOT REQUIRED TO BE CENTERED. L ACCESSIBLE ROUTE IN UNIT MIN. 36" WIDE P.O.T. (PER SEC. 1130a, CBC) LOWER SHELVING AND DRAWER SPACE SHALL BE PROVIDED AT A HEIGHT OF NO MORE THAN 48".M PROVIDE TUB CONTROLS ON CLEAR SIDE OF TUB (ON WALL AT THE FOOT OF THE BATHTUB)N ACCESSIBLE NOTES PROVIDE MIN. 30" WIDE REMOVABLE BASE CABINET BELOW KITCHEN SINK FOR FORWARD APPROACH, ALLOW 3" FOR RANGE EXTENSION AT CORNER LOCATIONS. FINISH FLOOR SHALL EXTEND BELOW SINK AND EXPOSED CABINET SURFACES SHALL HAVE FINISHED SURFACE. PROVIDE FAUCET CONTROLS OPERABLE WITH ONE HAND, REQUIRING NOT MORE THAN 5 LBS. FORCE TO OPERATE O P Q BASE CABINET IS REQUIRED TO BE REMOVABLE WITHOUT THE USE OF SPECIALIZED KNOWLEDGE OR TOOLS. PROVIDE HOT WATER DRAIN PIPE INSULATION. EXTEND FLOOR COVERING UNDER SINK CABINET. PROVIDE STRUCTURAL REINFORCEMENT INDICATED FOR FUTURE INSTALLATION OF WALL MOUNTED GRAB BARS AT TUB/ SHOWER AND TOILET. PROVIDE A MIN. 18" CLEAR SPACE AT STRIKE EDGE SIDE OF DOORWAY ON THE SWING SIDE OF DOOR. S T PROVIDE STRUCTURAL REINFORCEMENT INDICATED FOR FUTURE INSTALLATION OF WALL MOUNTED FOLD DOWN GRAB BAR.U R PROVIDE A MIN. 30" WIDE KITCHEN SINK REPOSITIONABLE, TO A MIN. HEIGHT OF 28" ABOVE FINISH FLOOR KITCHEN & BATHROOM OUTLET AND SWITCH WHEN OVER COUNTER REQUIRED WITHIN OBSTRUCTED REACH RANGE. CABINET WITH FRONT APPROACH WITH KNEE AND TOE CLEARANCE CANNOT BE MORE THAN 25 AND 24 FOR SIDE REACH V J ACCESSIBLE LAVATORIES - A 30"x48" CLEAR WIDTH SPACE SHALL BE PROVIDED AND CENTERED ON THE LAVATORIES. CABINETS UNDER LAVATORIES ARE PERMITTED IF THE LAVATORY ALLOWS FOR A PARALLEL APPROACH AND CABINETS HAVE ADAPTABLE KNEE AND TOE SPACE. (PER 2022 CBC 1134A.8). TOP OF THE FIXTURE RIM SHALL BE 34" MAX. ABOVE FINISH FLOOR. TOE SPACE SHALL BE 30" WIDE, 17" DEEP AND 9" HIGH. 60" DIA.. CLEAR MANEUVERING TURN CIRCLE SPACE. 30"x 48" CLEAR FLOOR SPACE THAT ALLOWS A PARALLEL APPROACH AT THE RANGE/ COOKTOP AND EITHER A PARALLEL OR FORWARD APPROACH AT THE OVEN, DISHWASHER, REFRIDGERATOR/ FREEZER AND TRASH COMPACTOR. A CLEAR MANEUVERING SPACE OUTSIDE THE SWING OF THE DOOR OF AT LEAST 30"x48" WITHIN THE ROOM. DOORS MAY SWING INTO THE REQUIRED CLEAR SPACE AT ANY FIXTURE WHEN A CLEAR MANEUVERING SPACE IS PROVIDED OUTSIDE THE SWING ARC OF THE DOOR SO IT CAN BE CLOSED. INDICATES 30"X48" CLEAR WHEELCHAIR SPACE AT TUB/SHOWER KNEE SPACE SHALL BE AT LEAST 30" WIDE AND 8" DEEP. EDGE OF COUNTER TOP INDICATES 30"X48" CLEAR WHEELCHAIR SPACE ALLOWANCES AND REACH RANGES W CLEARANCE AROUND WATER CLOSETS - SHALL BE 60"x56" MINIMUM MEASURED PERPENDICULAR FROM THE SIDE WALL AND 56" MIN. MEASURED FROM THE REAR WALL C.B.C 1127A.2.2 ITEM #3 3 ELECTRIC SUB PANEL: RECESS INTO WALL, PRE-BD. STUD CAVITY W/ TYPE "X" GYP. BD. PER RECESSED CABINET DETAIL. VOID SPACE: BEHIND BATHTUBS AND OTHER INTERIOR VOID SPACES. PROVIDE A ONE-HOUR FLOOR/CEILNG ASSEMBLY. SEE BUILDING PLANS FOR TWO-HOUR SHAFT LOCATIONS FLOORING TRANSITION STRIP BETWEEN ALL CHANGES IN ALL FLOORING MATERIALS. TRANSITION OF MATERIAL NOT TO EXCEED 1/2" DIFFERENTIAL, REFER TO SHEET A1.0.3 UNIT ACCESSIBILITY REQUIREMENTS AT SAID TRANSITION COMMUNICATION PANEL: HEAD END PANEL FOR CATV, TELEPHONE, ETC, TO BE MOUNTED AT 44" AFF MAX, MEASURED TO THE TOP OF BOX. UNIT GENERAL NOTES *APARTMENT, INTERIOR WALL AND CEILING FINISHES SHALL COMPLY WITH 2022 CALIFORNIA BUILDING CODE. CHAPTER 8, TABLE 803.9. ANY DECORATIONS SHALL BE NONCOMBUSTIBLE OR FLAME RETARDANT IN AN APPROVED MANNER (CURTAINS, DRAPES, SHADES, HANGINGS, ETC. (C.M.C. 57.22) 1. REFER TO A0.5 THRU A0.12 - SHEETS FOR ACCESSIBILITY AND CODE REQUIREMENT INFO. 2. REFER TO A2.0.1THRU A2.4 SHEETS FOR BUILDING PLANS AND ADDITIONAL INFORMATION. 3. REFER TO OWNER'S SPECIFICATIONS FOR MATERIALS, FINISHES, AND MODEL NUMBERS. SINGLE HANGER ROD W/ 14" WIDE SHELF FURRING TO ALLOW FOR PLUMBING. PER PLUMB. DWGS. LOWER CABINETRY. SEE INTERIOR ELEVATIONS FOR SIZE EXTERIOR STUCCO SOFFIT ABOVE, SEE EXTERIOR ELEVATIONS 42" MIN. HIGH GUARDRAIL AT DECK/BALCONIES. 6'-0" LOW WALLS AT GROUND LEVEL. SEE EXTERIOR ELEVATIONS. FLOOR DRAIN, SEE PLUMBING DRAWINGS EDGE OF PATIO/DECK. CONCRETE PATIO SLAB ON GRADE. SLOPE 1/4" PER FOOT MIN. TO DRAIN. FLASH PERIMETER EDGES. CONCRETE SWALE TO WALL SCUPPER WHERE OCCURS. EXTERIOR CEILING - PROVIDE STUCCO FINISH. FLOOR DRAINS AT PATIO/DECK. SEE PLUMBING DRAWINGS. N/A LINE OF WALL/FLOOR ABOVE OR BELOW ADA TUB INSTALL O/ "X" GYP. B.D. W/ LEVEL 1 FINISH AT WALLS & COMPLETE FLR. ASSEMBLY. PROVIDE BACKING FOR GRAB BARS. LINE OF SOFFIT ABOVE. VERIFY WITH MEP DRAWINGS FOR MEP'S RUN INSIDE THE CEILING SOFFIT. SEE PLAN FOR HEIGHT 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 EDGE OF PODIUM48 LIGHT WELL49 OFFICE DESK50 2 X 8 WALLS51 2 X 10 WALLS52 53 ELECTRICAL VEHICLE CHARGING STATION 54 36" WIDE, GAS COOK TOP (BASED ON OWNER'S SPECIFICATIONS) UNIT KEY NOTES 1 2 TRANSFER LOUVER VENT ABOVE THE DOOR MIN. 100 SQ. IN. DOUBLE STAINLESS SINK WITH GARBAGE DISPOSAL WITH REAR DRAIN SINK, TYPICAL NEEDED SO THE GARBAGE DISPOSAL WILL NOT CONFLICT WITH THE REQUIRED KNEE SPACE, PROVIDE LEVER TYPE HANDLE. DISHWASHER BELOW COUNTER TOP (BASED ON OWNER'S SPECIFICATIONS) REFRIGERATOR SPACE - PROVIDE ELECT. OUTLET AT +42" AND COLD WATER TAP (BASED ON OWNER'S SPECIFICATIONS) 36" HIGH KITCHEN BASE CABINET WITH GRANITE COUNTERTOP WITH 6" BACK SPLASH - SEE INTERIOR ELEVATIONS. REMOVABLE CABINET FRONT TO PROVIDE 30" CLEARANCE. EXTEND FINISH FLOORING UNDER CABINET. (PROVIDE IN KITCHEN AND AT LEAST ONE BATH PER UNIT) PROVIDE 15" WIDE BREAD BOARDS WHERE INDICATED 12" DEEP UPPER CABINET PANTRY WITH 4 SHELVES EXTENDED 36" HIGH COUNTERTOP ADAPTABLE/ADA 32" X 62" TUB INSTALL O/ "X" GYP. B.D. W/ LEVEL 1 FINISH AT WALLS AND COMPLETE FLR. ASSEMBLY. PROVIDE BACKING FOR GRAB BARS. ADAPTABLE/ADA BUILT-UP SHOWER OVER GYPBOARD. INSTALL CONC. FLOOR TOPPING PRIOR TO INSTALLATION. ALL SHOWER HEADS TO BE LOW WATER CONSUMPTION. PROVIDE BACKING FOR GRAB BARS. PROVIDE SHOWER SEAT WHERE APPLICABLE. FOR SHOWER THRESHOLD DETAIL, SEE DETAIL 11/A9.10 UPPER CABINET OVER REFRIGERATOR TO MATCH DEPTH OF PANTRY 3 4 5 6 7 8 9 10 11 12 13 14 MICROWAVE EXHAUST HOOD COMBO ABOVE THE COOKTOP (BASED ON OWNER'S SPECS.) PROVIDE 2X6 STUDS UNDER COUNTERTOP FOR PLUMBING. PROVIDE 2X4 STUDS UNDER COUNTERTOP AT THE END OF THE PENINSULA. WASHER (BASED ON OWNER'S SPECIFICATIONS) PROVIDE U.L. LISTED APPROVED RECESSED WALL HOOKUP. ALL WASHERS ARE TO BE LOCATED AT THE RIGHT OF THE LAUNDRY ROOM. GAS DRYER (BASED ON OWNER'S SPECS) PROVIDE U.L. LISTED APPROVED RECESSED WALL HOOKUP. ALL DRYERS ARE TO BE LOCATED AT THE LEFT OF THE LAUNDRY ROOM. STACKABLE WASHER/GAS DRYER (BASED ON OWNER'S SPECIFICATIONS) PROVIDE U.L. LISTED APPROVED RECESSED WALL HOOKUP. (2) 15" DEEP WIRE SHELVES ABOVE WASHER AND/OR DRYER. SEE INTERIORS. HVAC FAN COIL UNIT IN CEILING, SEE MECH. PROVIDE DAMPERS AT 1-HOUR CEILING MEMBRANE PENETRATIONS 34" HIGH LAVATORY BASE CABINET WITH 4" TOE SPACE AND GRANITE COUNTER TOP WITH 4" BACK SPLASH AND 42" HIGH MIRROR ABV. - SEE INT. ELEV. LAVATORY (BASED ON OWNER'S SPECIFICATIONS) PROVIDE A LEVER TYPE HANDLE. WATER CLOSET PER OWNER'S SPECIFICATIONS, ALL WATER CLOSETS TO BE LOW WATER CONSUMPTION. PROVIDE BACKING FOR GRAB BARS. SEAT HEIGHT TO BE BETWEEN 15 AND 19 INCHES. FLUSH HANDLE AT APPROACH SIDE. ALL WATER CLOSETS ARE TO BE FLOOR MOUNTED LINEN CABINET: FACE FRAME LINEN CABINET WITH 5 MDF SHELVES SPACED AT 16" O.C. 15 16 17 18 19 20 21 22 23 24 LINE OF FURRING WALL BELOW TOILET PAPER HOLDER 25 26 24" TOWEL BAR - W/ 2 X 10 SOLID BLOCKING WITHIN WALL SHALL BE MOUNTED WITH THE BOTTOM EDGE NO HIGHER THAN 40" (1016MM) FROM FLOOR PER 2022 CBC CHAPTER 11A. SECT.1134A.8. 27 INDICATES TEMPERED GLASS LOCATION AS PER C.B.C SECTION 2406. 2x4 WALL FRAMING 2x8 WALL FRAMING 2x6 WALL FRAMING AT GARAGE & CONDITION SPACE 1-HR WALL SEPARATION 2x6 WALL FRAMING METAL WALL FRAMING, SEE STRUCTURAL PLANS CONCRETE WALL, SEE STRUCTURAL PLANS CMU WALL, SEE STRUCTURAL PLANS XX WALL TYPE, SEE DETAILS 2/A9.10 INT INTERIOR KEYNOTES. WESTCOAT ALX WATERPROOFING SYSTEM (OR APPROVED EQUAL), TOP COAT, OVER TEXTURE COAT, OVER SLURRY COAT, OVER BASE COAT, OVER METAL LATH, OVER W.P. SHEET MEMBRANE OVER MIN. 3/4" PLYWOOD DECK, OVER 2X SLOPED FRAMING, SLOPED 1/4"/FT. 2% MAXIMUM CROSS SLOPE. FLASH PERIMETER EDGES. ER-587 N/A UNIT B1 LIVING AREA 1030 S.F. BALCONY 50 S.F. A1.2 UNIT B1 UNIT PLAN AND ACCESSIBLE PLAN SCALE: 1/4" = 1'-0"UNIT FLOOR PLAN A1_B1UNIT ACCESSIBLE FLOOR PLAN A1_B1 SEE BUILDING FLOOR PLAN FOR WINDOW SIZE AND TEMPERED GL DENOTE BATHROOMS AND TOILET FACILITIES SHALL BE DESIGNED TO COMPLY PER SECTION 1134A.2 WITH "OPTION 2". SEE DETAIL 1/A0.13 1 44'-7 1/2" 44'-7 1/2" 25 ' - 0 " 25 ' - 0 " 10'-9 1/2"11'-1"22'-9" 5'-6 1/2"5'-3"5'-5 1/2"5'-7 1/2"4'-9 1/2"6'-0"8'-11 1/2"3'-0" 7' - 3 " 12 ' - 5 1 / 2 " 1' - 9 1 / 2 " 5' - 5 1 / 2 " 5' - 3 1 / 2 " 5'-2"10'-9 1/2" 3'-2 1/2"6'-11" 2'-10 1/2" 1'-10 1/2" 4'-2" 4' - 6 " 10'-1 1/2"5'-11 1/2" 3'-2 1/2"7'-7"3'-3 1/2" 4'-9" 20 ' - 6 " 4' - 6 " 2' - 7 1 / 2 " 12 ' - 4 1 / 2 " 10 ' - 0 " 3' - 8 1 / 2 " 1' - 3 " 7' - 9 1 / 2 " 7'-2" MASTER BEDROOM 9'-0"LIVING 9'-0" DINING 9'-0" BA. 2 8'-1" M. BATH 8'-1" KITCHEN 9'-0" BEDROOM 9'-0" 9 1/2" BALC WIC 8'-1" 4' - 9 " 8' - 2 " 7' - 5 " 2' - 0 " 3' - 3 1 / 2 " 2' - 9 1 / 2 " 3' - 8 " 6'-9 1/2"4'-0"3'-10"7'-3" 5' - 6 1 / 2 " 2' - 1 " 3' - 8 " 2' - 4 1 / 2 " 2'-0"4'-6"3'-0" 3' - 3 " 10 ' - 1 0 1 / 2 " ENTRY 9'-0" 13'-3" 4' - 1 1 1 / 2 " 26 3C 13 ' - 3 " 13 27 27 29 2440 28 29 28 13 24 40 19 29 2223 30 7 12 15 8 29 9 5 54 10 1 3 4 34 36 38 16 23 28 SEE A2.5 FOR DOOR SIZE U9 U3 U7 U3 U2 U2 U6 U8 U4 U127 U10 32 26 SEE ELEVATION 46 46 1 2 7 8 9 6 2 22 2 3 5 4 46 8'-1" 8'-1" 8'-0" BALCONY AT 3RD LEVEL BALCONY AT 4TH LEVEL 11 SLOPE 1/4"/FT 1 A0.17 1 A0.17 MASTER BEDROOM 9'-0"LIVING 9'-0" BATH M. BATH BEDROOM 9'-0" DINING 9'-0" KITCHEN 9'-0" WIC U D T A B D L D D 1'-9 1/2" R D C C D C C C D J S C T EV P Q O K G F 16 " M I N 18 " M A X . 1' - 6 " MI N . 1 A0.13 3 24"MAX.36" 48 " 32 2 N . H A R B O R B L V D . SA N T A A N A , C A 9 2 7 0 3 SHEET NUMBER 2 0 2 4 0 1 0 SHEET TITLE PROJECT NUMBER REVISIONS NO.DATE NO.DATE HANNOUCHE ARCHITECTS EXPRESSLY RESERVES ITS COMMON LAW COPYRIGHT AND OTHER PROPERTY RIGHTS INHERENT IN THESE PLANS. ALL DRAWINGS, ELECTRONIC FILES, FIELD NOTES AND ASSOCIATED DOCUMENTS ARE INSTRUMENTS OF SERVICE AND ARE THE PROPERTY OF HANNOUCHE ARCHITECTS. ALL INFORMATION CONTAINED IN THESE DRAWINGS, ELECTRONIC FILES, FIELD NOTES AND ASSOCIATED DOCUMENTS IS PROJECT SPECIFIC AND SHALL NOT BE REPRODUCED, DISCLOSED, CHANGED, COPIED, OR USED OTHERWISE IN ANY FORM OR MANNER WHATSOEVER, WITHOUT FIRST OBTAINING THE EXPRESSED WRITTEN PERMISSION AND CONSENT OF HANNOUCHE ARCHITECTS. HANNOUCHE ARCHITECT c 2021 HANNOUCHE ARCHITECTS 949.261.2070 SAMIR HANNOUCHE, ARCHITECT 20250 SW ACACIA ST. #145 NEWPORT BEACH, CA 92660 May 9, 2025 1 CORR 12/10/24 BLDG A CORR 3/18/25 OCFA 2 CORR 4/09/25 BLDG DATE SIGNED2 3 CORR 5/09/25 BLDG A1.3 UNIT B2 UNIT PLAN AND ACCESSIBLE PLAN SCALE: 1/4" = 1'-0" A UNIT ENTRY SWING DOOR-PUSH SIDE - PROVIDE A CLEAR SPACE 48" MIN. LENGTH FOR A WIDTH EQUAL TO THE DOOR. PROVIDE ADD'L 12" WIDE CLEARANCE AT STRIKE SIDE OF DOOR IF EQUIPPED WITH A CLOSER. (PER 2022 CBC 1132.A.1) B UNIT ENTRY SWING DOOR - PULL SIDE - PROVIDE A CLEAR SPACE 44" MIN. LENGTH FOR A WIDTH EQUAL TO THE DOOR. PROVIDE ADD'L 18" WIDE CLEARANCE AT STRIKE SIDE OF DOOR IF EQUIPPED WITH A CLOSER. (PER 2022 CBC 1132A.5.1 & 1132A.5.2) C UNIT INTERIOR DOOR - PUSH SIDE - PROVIDE A CLEAR SPACE 42" MIN. LENGTH FOR A WIDTH EQUAL TO THE DOOR. (PER 2022 CBC 1132A.5.1) D UNIT INTERIOR DOOR - PULL SIDE - PROVIDE A CLEAR SPACE 42" MIN. LENGTH FOR A WIDTH EQUAL TO THE DOOR PLUS 18" MIN. AT STRIKE SIDE OF DOOR. (PER 2022 CBC 1132A.5.1 & 1132A.5.2) E KITCHEN SINK, FIXTURES & APPLIANCES - PROVIDE A CLEAR SPACE OF 30"X48" THAT ALLOWS A PARALLEL OR FORWARD APPROACH CENTERED ON SINK OR APPLIANCE. ( PER 2022 CBC 1133A.2) SEE UNITE NOTES SHEET A1.0.3. F ACCESSIBLE BATHROOM MANEUVERING SPACE - WHERE A DOOR SWINGS INTO A BATHROOM, A 30"x48" CLEAR SPACE SHALL BE PROVIDED OUTSIDE OF THE DOOR SWING AND WITHIN THE BATHROOM. (PER 2022 CBC 1134A.4) G ACCESSIBLE BATHTUBS/SHOWERS - A 48" PARALLEL & 30" PERPENDICULAR CLEAR SPACE SHALL BE PROVIDE ADJACENT TO BATHTUBS/SHOWERS & MEASURED FROM THE FOOT OR DRAIN AT END OF TUB. (PER 2022 CBC 1134A.5) H ACCESSIBLE WATER CLOSETS - A 48" CLEAR WIDTH SPACE SHALL BE PROVIDED AND EXTEND A MINIMUM OF 36" PAST THE FRONT OF THE WATER CLOSET. THE 48" CLEAR WIDTH MAY BE REDUCED TO 36" IMMEDIATELY ADJACENT TO THE WATER CLOSET AND EXTEND A MAXIMUM OF 24" IN DEPTH. (PER 2022 CBC 1134A.7) K PROVIDE TWO 15-INCH MINIMUM WIDTH BREADBOARDS - A 30"x48" CLEAR SPACE SHALL BE PROVIDED TO ACCOMMODATE A PARALLEL OR PERPENDICULAR APPROACH. NOT REQUIRED TO BE CENTERED. L ACCESSIBLE ROUTE IN UNIT MIN. 36" WIDE P.O.T. (PER SEC. 1130a, CBC) LOWER SHELVING AND DRAWER SPACE SHALL BE PROVIDED AT A HEIGHT OF NO MORE THAN 48".M PROVIDE TUB CONTROLS ON CLEAR SIDE OF TUB (ON WALL AT THE FOOT OF THE BATHTUB)N ACCESSIBLE NOTES PROVIDE MIN. 30" WIDE REMOVABLE BASE CABINET BELOW KITCHEN SINK FOR FORWARD APPROACH, ALLOW 3" FOR RANGE EXTENSION AT CORNER LOCATIONS. FINISH FLOOR SHALL EXTEND BELOW SINK AND EXPOSED CABINET SURFACES SHALL HAVE FINISHED SURFACE. PROVIDE FAUCET CONTROLS OPERABLE WITH ONE HAND, REQUIRING NOT MORE THAN 5 LBS. FORCE TO OPERATE O P Q BASE CABINET IS REQUIRED TO BE REMOVABLE WITHOUT THE USE OF SPECIALIZED KNOWLEDGE OR TOOLS. PROVIDE HOT WATER DRAIN PIPE INSULATION. EXTEND FLOOR COVERING UNDER SINK CABINET. PROVIDE STRUCTURAL REINFORCEMENT INDICATED FOR FUTURE INSTALLATION OF WALL MOUNTED GRAB BARS AT TUB/ SHOWER AND TOILET. PROVIDE A MIN. 18" CLEAR SPACE AT STRIKE EDGE SIDE OF DOORWAY ON THE SWING SIDE OF DOOR. S T PROVIDE STRUCTURAL REINFORCEMENT INDICATED FOR FUTURE INSTALLATION OF WALL MOUNTED FOLD DOWN GRAB BAR.U R PROVIDE A MIN. 30" WIDE KITCHEN SINK REPOSITIONABLE, TO A MIN. HEIGHT OF 28" ABOVE FINISH FLOOR KITCHEN & BATHROOM OUTLET AND SWITCH WHEN OVER COUNTER REQUIRED WITHIN OBSTRUCTED REACH RANGE. CABINET WITH FRONT APPROACH WITH KNEE AND TOE CLEARANCE CANNOT BE MORE THAN 25 AND 24 FOR SIDE REACH V J ACCESSIBLE LAVATORIES - A 30"x48" CLEAR WIDTH SPACE SHALL BE PROVIDED AND CENTERED ON THE LAVATORIES. CABINETS UNDER LAVATORIES ARE PERMITTED IF THE LAVATORY ALLOWS FOR A PARALLEL APPROACH AND CABINETS HAVE ADAPTABLE KNEE AND TOE SPACE. (PER 2022 CBC 1134A.8). TOP OF THE FIXTURE RIM SHALL BE 34" MAX. ABOVE FINISH FLOOR. TOE SPACE SHALL BE 30" WIDE, 17" DEEP AND 9" HIGH. 60" DIA.. CLEAR MANEUVERING TURN CIRCLE SPACE. 30"x 48" CLEAR FLOOR SPACE THAT ALLOWS A PARALLEL APPROACH AT THE RANGE/ COOKTOP AND EITHER A PARALLEL OR FORWARD APPROACH AT THE OVEN, DISHWASHER, REFRIDGERATOR/ FREEZER AND TRASH COMPACTOR. A CLEAR MANEUVERING SPACE OUTSIDE THE SWING OF THE DOOR OF AT LEAST 30"x48" WITHIN THE ROOM. DOORS MAY SWING INTO THE REQUIRED CLEAR SPACE AT ANY FIXTURE WHEN A CLEAR MANEUVERING SPACE IS PROVIDED OUTSIDE THE SWING ARC OF THE DOOR SO IT CAN BE CLOSED. INDICATES 30"X48" CLEAR WHEELCHAIR SPACE AT TUB/SHOWER KNEE SPACE SHALL BE AT LEAST 30" WIDE AND 8" DEEP. EDGE OF COUNTER TOP INDICATES 30"X48" CLEAR WHEELCHAIR SPACE ALLOWANCES AND REACH RANGES W CLEARANCE AROUND WATER CLOSETS - SHALL BE 60"x56" MINIMUM MEASURED PERPENDICULAR FROM THE SIDE WALL AND 56" MIN. MEASURED FROM THE REAR WALL C.B.C 1127A.2.2 ITEM #3 3 ELECTRIC SUB PANEL: RECESS INTO WALL, PRE-BD. STUD CAVITY W/ TYPE "X" GYP. BD. PER RECESSED CABINET DETAIL. VOID SPACE: BEHIND BATHTUBS AND OTHER INTERIOR VOID SPACES. PROVIDE A ONE-HOUR FLOOR/CEILNG ASSEMBLY. SEE BUILDING PLANS FOR TWO-HOUR SHAFT LOCATIONS FLOORING TRANSITION STRIP BETWEEN ALL CHANGES IN ALL FLOORING MATERIALS. TRANSITION OF MATERIAL NOT TO EXCEED 1/2" DIFFERENTIAL, REFER TO SHEET A1.0.3 UNIT ACCESSIBILITY REQUIREMENTS AT SAID TRANSITION COMMUNICATION PANEL: HEAD END PANEL FOR CATV, TELEPHONE, ETC, TO BE MOUNTED AT 44" AFF MAX, MEASURED TO THE TOP OF BOX. UNIT GENERAL NOTES *APARTMENT, INTERIOR WALL AND CEILING FINISHES SHALL COMPLY WITH 2022 CALIFORNIA BUILDING CODE. CHAPTER 8, TABLE 803.9. ANY DECORATIONS SHALL BE NONCOMBUSTIBLE OR FLAME RETARDANT IN AN APPROVED MANNER (CURTAINS, DRAPES, SHADES, HANGINGS, ETC. (C.M.C. 57.22) 1. REFER TO A0.5 THRU A0.12 - SHEETS FOR ACCESSIBILITY AND CODE REQUIREMENT INFO. 2. REFER TO A2.0.1THRU A2.4 SHEETS FOR BUILDING PLANS AND ADDITIONAL INFORMATION. 3. REFER TO OWNER'S SPECIFICATIONS FOR MATERIALS, FINISHES, AND MODEL NUMBERS. SINGLE HANGER ROD W/ 14" WIDE SHELF FURRING TO ALLOW FOR PLUMBING. PER PLUMB. DWGS. LOWER CABINETRY. SEE INTERIOR ELEVATIONS FOR SIZE EXTERIOR STUCCO SOFFIT ABOVE, SEE EXTERIOR ELEVATIONS 42" MIN. HIGH GUARDRAIL AT DECK/BALCONIES. 6'-0" LOW WALLS AT GROUND LEVEL. SEE EXTERIOR ELEVATIONS. FLOOR DRAIN, SEE PLUMBING DRAWINGS EDGE OF PATIO/DECK. CONCRETE PATIO SLAB ON GRADE. SLOPE 1/4" PER FOOT MIN. TO DRAIN. FLASH PERIMETER EDGES. CONCRETE SWALE TO WALL SCUPPER WHERE OCCURS. EXTERIOR CEILING - PROVIDE STUCCO FINISH. FLOOR DRAINS AT PATIO/DECK. SEE PLUMBING DRAWINGS. N/A LINE OF WALL/FLOOR ABOVE OR BELOW ADA TUB INSTALL O/ "X" GYP. B.D. W/ LEVEL 1 FINISH AT WALLS & COMPLETE FLR. ASSEMBLY. PROVIDE BACKING FOR GRAB BARS. LINE OF SOFFIT ABOVE. VERIFY WITH MEP DRAWINGS FOR MEP'S RUN INSIDE THE CEILING SOFFIT. SEE PLAN FOR HEIGHT 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 EDGE OF PODIUM48 LIGHT WELL49 OFFICE DESK50 2 X 8 WALLS51 2 X 10 WALLS52 53 ELECTRICAL VEHICLE CHARGING STATION 54 36" WIDE, GAS COOK TOP (BASED ON OWNER'S SPECIFICATIONS) UNIT KEY NOTES 1 2 TRANSFER LOUVER VENT ABOVE THE DOOR MIN. 100 SQ. IN. DOUBLE STAINLESS SINK WITH GARBAGE DISPOSAL WITH REAR DRAIN SINK, TYPICAL NEEDED SO THE GARBAGE DISPOSAL WILL NOT CONFLICT WITH THE REQUIRED KNEE SPACE, PROVIDE LEVER TYPE HANDLE. DISHWASHER BELOW COUNTER TOP (BASED ON OWNER'S SPECIFICATIONS) REFRIGERATOR SPACE - PROVIDE ELECT. OUTLET AT +42" AND COLD WATER TAP (BASED ON OWNER'S SPECIFICATIONS) 36" HIGH KITCHEN BASE CABINET WITH GRANITE COUNTERTOP WITH 6" BACK SPLASH - SEE INTERIOR ELEVATIONS. REMOVABLE CABINET FRONT TO PROVIDE 30" CLEARANCE. EXTEND FINISH FLOORING UNDER CABINET. (PROVIDE IN KITCHEN AND AT LEAST ONE BATH PER UNIT) PROVIDE 15" WIDE BREAD BOARDS WHERE INDICATED 12" DEEP UPPER CABINET PANTRY WITH 4 SHELVES EXTENDED 36" HIGH COUNTERTOP ADAPTABLE/ADA 32" X 62" TUB INSTALL O/ "X" GYP. B.D. W/ LEVEL 1 FINISH AT WALLS AND COMPLETE FLR. ASSEMBLY. PROVIDE BACKING FOR GRAB BARS. ADAPTABLE/ADA BUILT-UP SHOWER OVER GYPBOARD. INSTALL CONC. FLOOR TOPPING PRIOR TO INSTALLATION. ALL SHOWER HEADS TO BE LOW WATER CONSUMPTION. PROVIDE BACKING FOR GRAB BARS. PROVIDE SHOWER SEAT WHERE APPLICABLE. FOR SHOWER THRESHOLD DETAIL, SEE DETAIL 11/A9.10 UPPER CABINET OVER REFRIGERATOR TO MATCH DEPTH OF PANTRY 3 4 5 6 7 8 9 10 11 12 13 14 MICROWAVE EXHAUST HOOD COMBO ABOVE THE COOKTOP (BASED ON OWNER'S SPECS.) PROVIDE 2X6 STUDS UNDER COUNTERTOP FOR PLUMBING. PROVIDE 2X4 STUDS UNDER COUNTERTOP AT THE END OF THE PENINSULA. WASHER (BASED ON OWNER'S SPECIFICATIONS) PROVIDE U.L. LISTED APPROVED RECESSED WALL HOOKUP. ALL WASHERS ARE TO BE LOCATED AT THE RIGHT OF THE LAUNDRY ROOM. GAS DRYER (BASED ON OWNER'S SPECS) PROVIDE U.L. LISTED APPROVED RECESSED WALL HOOKUP. ALL DRYERS ARE TO BE LOCATED AT THE LEFT OF THE LAUNDRY ROOM. STACKABLE WASHER/GAS DRYER (BASED ON OWNER'S SPECIFICATIONS) PROVIDE U.L. LISTED APPROVED RECESSED WALL HOOKUP. (2) 15" DEEP WIRE SHELVES ABOVE WASHER AND/OR DRYER. SEE INTERIORS. HVAC FAN COIL UNIT IN CEILING, SEE MECH. PROVIDE DAMPERS AT 1-HOUR CEILING MEMBRANE PENETRATIONS 34" HIGH LAVATORY BASE CABINET WITH 4" TOE SPACE AND GRANITE COUNTER TOP WITH 4" BACK SPLASH AND 42" HIGH MIRROR ABV. - SEE INT. ELEV. LAVATORY (BASED ON OWNER'S SPECIFICATIONS) PROVIDE A LEVER TYPE HANDLE. WATER CLOSET PER OWNER'S SPECIFICATIONS, ALL WATER CLOSETS TO BE LOW WATER CONSUMPTION. PROVIDE BACKING FOR GRAB BARS. SEAT HEIGHT TO BE BETWEEN 15 AND 19 INCHES. FLUSH HANDLE AT APPROACH SIDE. ALL WATER CLOSETS ARE TO BE FLOOR MOUNTED LINEN CABINET: FACE FRAME LINEN CABINET WITH 5 MDF SHELVES SPACED AT 16" O.C. 15 16 17 18 19 20 21 22 23 24 LINE OF FURRING WALL BELOW TOILET PAPER HOLDER 25 26 24" TOWEL BAR - W/ 2 X 10 SOLID BLOCKING WITHIN WALL SHALL BE MOUNTED WITH THE BOTTOM EDGE NO HIGHER THAN 40" (1016MM) FROM FLOOR PER 2022 CBC CHAPTER 11A. SECT.1134A.8. 27 INDICATES TEMPERED GLASS LOCATION AS PER C.B.C SECTION 2406. 2x4 WALL FRAMING 2x8 WALL FRAMING 2x6 WALL FRAMING AT GARAGE & CONDITION SPACE 1-HR WALL SEPARATION 2x6 WALL FRAMING METAL WALL FRAMING, SEE STRUCTURAL PLANS CONCRETE WALL, SEE STRUCTURAL PLANS CMU WALL, SEE STRUCTURAL PLANS XX WALL TYPE, SEE DETAILS 2/A9.10 INT INTERIOR KEYNOTES. WESTCOAT ALX WATERPROOFING SYSTEM (OR APPROVED EQUAL), TOP COAT, OVER TEXTURE COAT, OVER SLURRY COAT, OVER BASE COAT, OVER METAL LATH, OVER W.P. SHEET MEMBRANE OVER MIN. 3/4" PLYWOOD DECK, OVER 2X SLOPED FRAMING, SLOPED 1/4"/FT. 2% MAXIMUM CROSS SLOPE. FLASH PERIMETER EDGES. ER-587 N/A UNIT B2 LIVING AREA 1071 S.F. BALCONY AT 3rd LEVEL 34 S.F. BALCONY AT 4th LEVEL 62 S.F. UNIT FLOOR PLAN A1_B2UNIT ACCESSIBLE FLOOR PLAN A1_B2 SEE BUILDING FLOOR PLAN FOR WINDOW SIZE AND TEMPERED GL DENOTE BATHROOMS AND TOILET FACILITIES SHALL BE DESIGNED TO COMPLY PER SECTION 1134A.2 WITH "OPTION 2". SEE DETAIL 1/A0.13 1 35'-9" 35'-9" 31 ' - 0 " 31 ' - 0 " 24'-3 1/2"11'-5 1/2" 6' - 0 " 25 ' - 0 " 11 ' - 7 1 / 2 " 7' - 5 " 11 ' - 1 1 1 / 2 " 6' - 4 " 5' - 3 1 / 2 " 4' - 0 1 / 2 " 3' - 4 1 / 2 " 2' - 1 0 1 / 2 " 7' - 1 1 / 2 " 1' - 1 1 1 / 2 " 6'-6"12'-0"5'-9 1/2"1'-11"4'-1"5'-5 1/2" 8'-6 1/2"7'-6"19'-8 1/2" 1'-10"6'-8 1/2"2'-2"3'-5 1/2"1'-10 1/2"6'-9"3'-7 1/4"9'-4 1/4" POWDER 8'-1" KITCHEN 9'-1" OFFICE 9'-1" SITTING 9'-1" COMMUNITY 9'-1" 28 12 7 15 10 54 1 4 2223 24 39 394 2' - 8 1 / 2 " 3' - 3 1 / 2 " 9 4 30 C3 C2 C1 C6 C5 C4 8'-6 1/2"4'-1 1/2"7"13'-4"8'-6"8" 3' - 0 1 / 2 " 2' - 6 " 2' - 3 " 3' - 8 " 2' - 1 0 " 4' - 0 " 9" 11 ' - 1 1 1 / 2 " 11'-9"1'-6"3'-0" 1' - 7 1 / 2 " 11 ' - 8 " 11 ' - 8 1 / 2 " 3'-5 1/2" 1M1 2' - 1 0 1 / 2 " 50 3' - 8 " 6' - 9 " 26 1 23 2 4 5 6 9 87 405 3 46 8'-1" 46 8'-1" 46 8'-1" D C D C JS 3'-0" 1'-6"17"-18"3'-6"1'-6" A B O P Q E E A B B A T 1 2 56 " M I N . 60" MIN. 5'-1" 60" 3 3 W 3 K 32 2 N . H A R B O R B L V D . SA N T A A N A , C A 9 2 7 0 3 SHEET NUMBER 2 0 2 4 0 1 0 SHEET TITLE PROJECT NUMBER REVISIONS NO.DATE NO.DATE HANNOUCHE ARCHITECTS EXPRESSLY RESERVES ITS COMMON LAW COPYRIGHT AND OTHER PROPERTY RIGHTS INHERENT IN THESE PLANS. ALL DRAWINGS, ELECTRONIC FILES, FIELD NOTES AND ASSOCIATED DOCUMENTS ARE INSTRUMENTS OF SERVICE AND ARE THE PROPERTY OF HANNOUCHE ARCHITECTS. ALL INFORMATION CONTAINED IN THESE DRAWINGS, ELECTRONIC FILES, FIELD NOTES AND ASSOCIATED DOCUMENTS IS PROJECT SPECIFIC AND SHALL NOT BE REPRODUCED, DISCLOSED, CHANGED, COPIED, OR USED OTHERWISE IN ANY FORM OR MANNER WHATSOEVER, WITHOUT FIRST OBTAINING THE EXPRESSED WRITTEN PERMISSION AND CONSENT OF HANNOUCHE ARCHITECTS. HANNOUCHE ARCHITECT c 2021 HANNOUCHE ARCHITECTS 949.261.2070 SAMIR HANNOUCHE, ARCHITECT 20250 SW ACACIA ST. #145 NEWPORT BEACH, CA 92660 May 9, 2025 1 CORR 12/10/24 BLDG A CORR 3/18/25 OCFA 2 CORR 4/09/25 BLDG DATE SIGNED2 3 CORR 5/09/25 BLDG A1.4 COMMUNITY AND ACCESSIBLE PLAN SCALE: 1/4" = 1'-0" A UNIT ENTRY SWING DOOR-PUSH SIDE - PROVIDE A CLEAR SPACE 48" MIN. LENGTH FOR A WIDTH EQUAL TO THE DOOR. PROVIDE ADD'L 12" WIDE CLEARANCE AT STRIKE SIDE OF DOOR IF EQUIPPED WITH A CLOSER. (PER 2022 CBC 1132.A.1) B UNIT ENTRY SWING DOOR - PULL SIDE - PROVIDE A CLEAR SPACE 44" MIN. LENGTH FOR A WIDTH EQUAL TO THE DOOR. PROVIDE ADD'L 18" WIDE CLEARANCE AT STRIKE SIDE OF DOOR IF EQUIPPED WITH A CLOSER. (PER 2022 CBC 1132A.5.1 & 1132A.5.2) C UNIT INTERIOR DOOR - PUSH SIDE - PROVIDE A CLEAR SPACE 42" MIN. LENGTH FOR A WIDTH EQUAL TO THE DOOR. (PER 2022 CBC 1132A.5.1) D UNIT INTERIOR DOOR - PULL SIDE - PROVIDE A CLEAR SPACE 42" MIN. LENGTH FOR A WIDTH EQUAL TO THE DOOR PLUS 18" MIN. AT STRIKE SIDE OF DOOR. (PER 2022 CBC 1132A.5.1 & 1132A.5.2) E KITCHEN SINK, FIXTURES & APPLIANCES - PROVIDE A CLEAR SPACE OF 30"X48" THAT ALLOWS A PARALLEL OR FORWARD APPROACH CENTERED ON SINK OR APPLIANCE. ( PER 2022 CBC 1133A.2) SEE UNITE NOTES SHEET A1.0.3. F ACCESSIBLE BATHROOM MANEUVERING SPACE - WHERE A DOOR SWINGS INTO A BATHROOM, A 30"x48" CLEAR SPACE SHALL BE PROVIDED OUTSIDE OF THE DOOR SWING AND WITHIN THE BATHROOM. (PER 2022 CBC 1134A.4) G ACCESSIBLE BATHTUBS/SHOWERS - A 48" PARALLEL & 30" PERPENDICULAR CLEAR SPACE SHALL BE PROVIDE ADJACENT TO BATHTUBS/SHOWERS & MEASURED FROM THE FOOT OR DRAIN AT END OF TUB. (PER 2022 CBC 1134A.5) H ACCESSIBLE WATER CLOSETS - A 48" CLEAR WIDTH SPACE SHALL BE PROVIDED AND EXTEND A MINIMUM OF 36" PAST THE FRONT OF THE WATER CLOSET. THE 48" CLEAR WIDTH MAY BE REDUCED TO 36" IMMEDIATELY ADJACENT TO THE WATER CLOSET AND EXTEND A MAXIMUM OF 24" IN DEPTH. (PER 2022 CBC 1134A.7) K PROVIDE TWO 15-INCH MINIMUM WIDTH BREADBOARDS - A 30"x48" CLEAR SPACE SHALL BE PROVIDED TO ACCOMMODATE A PARALLEL OR PERPENDICULAR APPROACH. NOT REQUIRED TO BE CENTERED. L ACCESSIBLE ROUTE IN UNIT MIN. 36" WIDE P.O.T. (PER SEC. 1130a, CBC) LOWER SHELVING AND DRAWER SPACE SHALL BE PROVIDED AT A HEIGHT OF NO MORE THAN 48".M PROVIDE TUB CONTROLS ON CLEAR SIDE OF TUB (ON WALL AT THE FOOT OF THE BATHTUB)N ACCESSIBLE NOTES PROVIDE MIN. 30" WIDE REMOVABLE BASE CABINET BELOW KITCHEN SINK FOR FORWARD APPROACH, ALLOW 3" FOR RANGE EXTENSION AT CORNER LOCATIONS. FINISH FLOOR SHALL EXTEND BELOW SINK AND EXPOSED CABINET SURFACES SHALL HAVE FINISHED SURFACE. PROVIDE FAUCET CONTROLS OPERABLE WITH ONE HAND, REQUIRING NOT MORE THAN 5 LBS. FORCE TO OPERATE O P Q BASE CABINET IS REQUIRED TO BE REMOVABLE WITHOUT THE USE OF SPECIALIZED KNOWLEDGE OR TOOLS. PROVIDE HOT WATER DRAIN PIPE INSULATION. EXTEND FLOOR COVERING UNDER SINK CABINET. PROVIDE STRUCTURAL REINFORCEMENT INDICATED FOR FUTURE INSTALLATION OF WALL MOUNTED GRAB BARS AT TUB/ SHOWER AND TOILET. PROVIDE A MIN. 18" CLEAR SPACE AT STRIKE EDGE SIDE OF DOORWAY ON THE SWING SIDE OF DOOR. S T PROVIDE STRUCTURAL REINFORCEMENT INDICATED FOR FUTURE INSTALLATION OF WALL MOUNTED FOLD DOWN GRAB BAR.U R PROVIDE A MIN. 30" WIDE KITCHEN SINK REPOSITIONABLE, TO A MIN. HEIGHT OF 28" ABOVE FINISH FLOOR KITCHEN & BATHROOM OUTLET AND SWITCH WHEN OVER COUNTER REQUIRED WITHIN OBSTRUCTED REACH RANGE. CABINET WITH FRONT APPROACH WITH KNEE AND TOE CLEARANCE CANNOT BE MORE THAN 25 AND 24 FOR SIDE REACH V J ACCESSIBLE LAVATORIES - A 30"x48" CLEAR WIDTH SPACE SHALL BE PROVIDED AND CENTERED ON THE LAVATORIES. CABINETS UNDER LAVATORIES ARE PERMITTED IF THE LAVATORY ALLOWS FOR A PARALLEL APPROACH AND CABINETS HAVE ADAPTABLE KNEE AND TOE SPACE. (PER 2022 CBC 1134A.8). TOP OF THE FIXTURE RIM SHALL BE 34" MAX. ABOVE FINISH FLOOR. TOE SPACE SHALL BE 30" WIDE, 17" DEEP AND 9" HIGH. 60" DIA.. CLEAR MANEUVERING TURN CIRCLE SPACE. 30"x 48" CLEAR FLOOR SPACE THAT ALLOWS A PARALLEL APPROACH AT THE RANGE/ COOKTOP AND EITHER A PARALLEL OR FORWARD APPROACH AT THE OVEN, DISHWASHER, REFRIDGERATOR/ FREEZER AND TRASH COMPACTOR. A CLEAR MANEUVERING SPACE OUTSIDE THE SWING OF THE DOOR OF AT LEAST 30"x48" WITHIN THE ROOM. DOORS MAY SWING INTO THE REQUIRED CLEAR SPACE AT ANY FIXTURE WHEN A CLEAR MANEUVERING SPACE IS PROVIDED OUTSIDE THE SWING ARC OF THE DOOR SO IT CAN BE CLOSED. INDICATES 30"X48" CLEAR WHEELCHAIR SPACE AT TUB/SHOWER KNEE SPACE SHALL BE AT LEAST 30" WIDE AND 8" DEEP. EDGE OF COUNTER TOP INDICATES 30"X48" CLEAR WHEELCHAIR SPACE ALLOWANCES AND REACH RANGES W CLEARANCE AROUND WATER CLOSETS - SHALL BE 60"x56" MINIMUM MEASURED PERPENDICULAR FROM THE SIDE WALL AND 56" MIN. MEASURED FROM THE REAR WALL C.B.C 1127A.2.2 ITEM #3 3 ELECTRIC SUB PANEL: RECESS INTO WALL, PRE-BD. STUD CAVITY W/ TYPE "X" GYP. BD. PER RECESSED CABINET DETAIL. VOID SPACE: BEHIND BATHTUBS AND OTHER INTERIOR VOID SPACES. PROVIDE A ONE-HOUR FLOOR/CEILNG ASSEMBLY. SEE BUILDING PLANS FOR TWO-HOUR SHAFT LOCATIONS FLOORING TRANSITION STRIP BETWEEN ALL CHANGES IN ALL FLOORING MATERIALS. TRANSITION OF MATERIAL NOT TO EXCEED 1/2" DIFFERENTIAL, REFER TO SHEET A1.0.3 UNIT ACCESSIBILITY REQUIREMENTS AT SAID TRANSITION COMMUNICATION PANEL: HEAD END PANEL FOR CATV, TELEPHONE, ETC, TO BE MOUNTED AT 44" AFF MAX, MEASURED TO THE TOP OF BOX. UNIT GENERAL NOTES *APARTMENT, INTERIOR WALL AND CEILING FINISHES SHALL COMPLY WITH 2022 CALIFORNIA BUILDING CODE. CHAPTER 8, TABLE 803.9. ANY DECORATIONS SHALL BE NONCOMBUSTIBLE OR FLAME RETARDANT IN AN APPROVED MANNER (CURTAINS, DRAPES, SHADES, HANGINGS, ETC. (C.M.C. 57.22) 1. REFER TO A0.5 THRU A0.12 - SHEETS FOR ACCESSIBILITY AND CODE REQUIREMENT INFO. 2. REFER TO A2.0.1THRU A2.4 SHEETS FOR BUILDING PLANS AND ADDITIONAL INFORMATION. 3. REFER TO OWNER'S SPECIFICATIONS FOR MATERIALS, FINISHES, AND MODEL NUMBERS. SINGLE HANGER ROD W/ 14" WIDE SHELF FURRING TO ALLOW FOR PLUMBING. PER PLUMB. DWGS. LOWER CABINETRY. SEE INTERIOR ELEVATIONS FOR SIZE EXTERIOR STUCCO SOFFIT ABOVE, SEE EXTERIOR ELEVATIONS 42" MIN. HIGH GUARDRAIL AT DECK/BALCONIES. 6'-0" LOW WALLS AT GROUND LEVEL. SEE EXTERIOR ELEVATIONS. FLOOR DRAIN, SEE PLUMBING DRAWINGS EDGE OF PATIO/DECK. CONCRETE PATIO SLAB ON GRADE. SLOPE 1/4" PER FOOT MIN. TO DRAIN. FLASH PERIMETER EDGES. CONCRETE SWALE TO WALL SCUPPER WHERE OCCURS. EXTERIOR CEILING - PROVIDE STUCCO FINISH. FLOOR DRAINS AT PATIO/DECK. SEE PLUMBING DRAWINGS. N/A LINE OF WALL/FLOOR ABOVE OR BELOW ADA TUB INSTALL O/ "X" GYP. B.D. W/ LEVEL 1 FINISH AT WALLS & COMPLETE FLR. ASSEMBLY. PROVIDE BACKING FOR GRAB BARS. LINE OF SOFFIT ABOVE. VERIFY WITH MEP DRAWINGS FOR MEP'S RUN INSIDE THE CEILING SOFFIT. SEE PLAN FOR HEIGHT 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 EDGE OF PODIUM48 LIGHT WELL49 OFFICE DESK50 2 X 8 WALLS51 2 X 10 WALLS52 53 ELECTRICAL VEHICLE CHARGING STATION 54 36" WIDE, GAS COOK TOP (BASED ON OWNER'S SPECIFICATIONS) UNIT KEY NOTES 1 2 TRANSFER LOUVER VENT ABOVE THE DOOR MIN. 100 SQ. IN. DOUBLE STAINLESS SINK WITH GARBAGE DISPOSAL WITH REAR DRAIN SINK, TYPICAL NEEDED SO THE GARBAGE DISPOSAL WILL NOT CONFLICT WITH THE REQUIRED KNEE SPACE, PROVIDE LEVER TYPE HANDLE. DISHWASHER BELOW COUNTER TOP (BASED ON OWNER'S SPECIFICATIONS) REFRIGERATOR SPACE - PROVIDE ELECT. OUTLET AT +42" AND COLD WATER TAP (BASED ON OWNER'S SPECIFICATIONS) 36" HIGH KITCHEN BASE CABINET WITH GRANITE COUNTERTOP WITH 6" BACK SPLASH - SEE INTERIOR ELEVATIONS. REMOVABLE CABINET FRONT TO PROVIDE 30" CLEARANCE. EXTEND FINISH FLOORING UNDER CABINET. (PROVIDE IN KITCHEN AND AT LEAST ONE BATH PER UNIT) PROVIDE 15" WIDE BREAD BOARDS WHERE INDICATED 12" DEEP UPPER CABINET PANTRY WITH 4 SHELVES EXTENDED 36" HIGH COUNTERTOP ADAPTABLE/ADA 32" X 62" TUB INSTALL O/ "X" GYP. B.D. W/ LEVEL 1 FINISH AT WALLS AND COMPLETE FLR. ASSEMBLY. PROVIDE BACKING FOR GRAB BARS. ADAPTABLE/ADA BUILT-UP SHOWER OVER GYPBOARD. INSTALL CONC. FLOOR TOPPING PRIOR TO INSTALLATION. ALL SHOWER HEADS TO BE LOW WATER CONSUMPTION. PROVIDE BACKING FOR GRAB BARS. PROVIDE SHOWER SEAT WHERE APPLICABLE. FOR SHOWER THRESHOLD DETAIL, SEE DETAIL 11/A9.10 UPPER CABINET OVER REFRIGERATOR TO MATCH DEPTH OF PANTRY 3 4 5 6 7 8 9 10 11 12 13 14 MICROWAVE EXHAUST HOOD COMBO ABOVE THE COOKTOP (BASED ON OWNER'S SPECS.) PROVIDE 2X6 STUDS UNDER COUNTERTOP FOR PLUMBING. PROVIDE 2X4 STUDS UNDER COUNTERTOP AT THE END OF THE PENINSULA. WASHER (BASED ON OWNER'S SPECIFICATIONS) PROVIDE U.L. LISTED APPROVED RECESSED WALL HOOKUP. ALL WASHERS ARE TO BE LOCATED AT THE RIGHT OF THE LAUNDRY ROOM. GAS DRYER (BASED ON OWNER'S SPECS) PROVIDE U.L. LISTED APPROVED RECESSED WALL HOOKUP. ALL DRYERS ARE TO BE LOCATED AT THE LEFT OF THE LAUNDRY ROOM. STACKABLE WASHER/GAS DRYER (BASED ON OWNER'S SPECIFICATIONS) PROVIDE U.L. LISTED APPROVED RECESSED WALL HOOKUP. (2) 15" DEEP WIRE SHELVES ABOVE WASHER AND/OR DRYER. SEE INTERIORS. HVAC FAN COIL UNIT IN CEILING, SEE MECH. PROVIDE DAMPERS AT 1-HOUR CEILING MEMBRANE PENETRATIONS 34" HIGH LAVATORY BASE CABINET WITH 4" TOE SPACE AND GRANITE COUNTER TOP WITH 4" BACK SPLASH AND 42" HIGH MIRROR ABV. - SEE INT. ELEV. LAVATORY (BASED ON OWNER'S SPECIFICATIONS) PROVIDE A LEVER TYPE HANDLE. WATER CLOSET PER OWNER'S SPECIFICATIONS, ALL WATER CLOSETS TO BE LOW WATER CONSUMPTION. PROVIDE BACKING FOR GRAB BARS. SEAT HEIGHT TO BE BETWEEN 15 AND 19 INCHES. FLUSH HANDLE AT APPROACH SIDE. ALL WATER CLOSETS ARE TO BE FLOOR MOUNTED LINEN CABINET: FACE FRAME LINEN CABINET WITH 5 MDF SHELVES SPACED AT 16" O.C. 15 16 17 18 19 20 21 22 23 24 LINE OF FURRING WALL BELOW TOILET PAPER HOLDER 25 26 24" TOWEL BAR - W/ 2 X 10 SOLID BLOCKING WITHIN WALL SHALL BE MOUNTED WITH THE BOTTOM EDGE NO HIGHER THAN 40" (1016MM) FROM FLOOR PER 2022 CBC CHAPTER 11A. SECT.1134A.8. 27 INDICATES TEMPERED GLASS LOCATION AS PER C.B.C SECTION 2406. 2x4 WALL FRAMING 2x8 WALL FRAMING 2x6 WALL FRAMING AT GARAGE & CONDITION SPACE 1-HR WALL SEPARATION 2x6 WALL FRAMING METAL WALL FRAMING, SEE STRUCTURAL PLANS CONCRETE WALL, SEE STRUCTURAL PLANS CMU WALL, SEE STRUCTURAL PLANS XX WALL TYPE, SEE DETAILS 2/A9.10 INT INTERIOR KEYNOTES. WESTCOAT ALX WATERPROOFING SYSTEM (OR APPROVED EQUAL), TOP COAT, OVER TEXTURE COAT, OVER SLURRY COAT, OVER BASE COAT, OVER METAL LATH, OVER W.P. SHEET MEMBRANE OVER MIN. 3/4" PLYWOOD DECK, OVER 2X SLOPED FRAMING, SLOPED 1/4"/FT. 2% MAXIMUM CROSS SLOPE. FLASH PERIMETER EDGES. ER-587 N/A SEE BUILDING FLOOR PLAN FOR WINDOW SIZE AND TEMPERED GL DENOTE COMMUNITY UNIT 1019 S.F. COMMUNITY FLOOR PLANCOMMUNITY ACCESSIBLE FLOOR PLAN SEE BUILDING SHEETS 1/A0.16 & 1/A0.14 ACCESSIBLE DESIGN 1 35'-9" 35'-9" 31 ' - 0 " 31 ' - 0 " 24'-3 1/2"11'-5 1/2" 6' - 0 " 25 ' - 0 " 11 ' - 7 1 / 2 " 7' - 5 " 11 ' - 1 1 1 / 2 " 6' - 4 " 5' - 3 1 / 2 " 4' - 0 1 / 2 " 3' - 4 1 / 2 " 2' - 1 0 1 / 2 " 7' - 1 1 / 2 " 1' - 1 1 1 / 2 " 6'-6"12'-0"5'-9 1/2"1'-11"4'-1"5'-5 1/2" 8'-6 1/2"7'-6"19'-8 1/2" 1'-10"6'-8 1/2"2'-2"3'-5 1/2"1'-10 1/2"6'-9"3'-7 1/4"9'-4 1/4" POWDER 8'-1" KITCHEN 9'-1" OFFICE 9'-1" SITTING 9'-1" COMMUNITY 9'-1" 28 12 7 15 10 54 1 4 2223 24 39 394 2' - 8 1 / 2 " 3' - 3 1 / 2 " 9 4 30 C3 C2 C1 C6 C5 C4 8'-6 1/2"4'-1 1/2"7"13'-4"8'-6"8" 3' - 0 1 / 2 " 2' - 6 " 2' - 3 " 3' - 8 " 2' - 1 0 " 4' - 0 " 9" 11 ' - 1 1 1 / 2 " 11'-9"1'-6"3'-0" 1' - 7 1 / 2 " 11 ' - 8 " 11 ' - 8 1 / 2 " 3'-5 1/2" 1M1 2' - 1 0 1 / 2 " 50 3' - 8 " 6' - 9 " 26 1 23 2 4 5 6 9 87 405 3 46 8'-1" 46 8'-1" 46 8'-1" D C D C JS 3'-0" 1'-6"17"-18"3'-6"1'-6" A B O P Q E E A B B A T 1 2 56 " M I N . 60" MIN. 5'-1" 60" 3 3 W 3 K 32 2 N . H A R B O R B L V D . SA N T A A N A , C A 9 2 7 0 3 SHEET NUMBER 2 0 2 4 0 1 0 SHEET TITLE PROJECT NUMBER REVISIONS NO.DATE NO.DATE HANNOUCHE ARCHITECTS EXPRESSLY RESERVES ITS COMMON LAW COPYRIGHT AND OTHER PROPERTY RIGHTS INHERENT IN THESE PLANS. ALL DRAWINGS, ELECTRONIC FILES, FIELD NOTES AND ASSOCIATED DOCUMENTS ARE INSTRUMENTS OF SERVICE AND ARE THE PROPERTY OF HANNOUCHE ARCHITECTS. ALL INFORMATION CONTAINED IN THESE DRAWINGS, ELECTRONIC FILES, FIELD NOTES AND ASSOCIATED DOCUMENTS IS PROJECT SPECIFIC AND SHALL NOT BE REPRODUCED, DISCLOSED, CHANGED, COPIED, OR USED OTHERWISE IN ANY FORM OR MANNER WHATSOEVER, WITHOUT FIRST OBTAINING THE EXPRESSED WRITTEN PERMISSION AND CONSENT OF HANNOUCHE ARCHITECTS. HANNOUCHE ARCHITECT c 2021 HANNOUCHE ARCHITECTS 949.261.2070 SAMIR HANNOUCHE, ARCHITECT 20250 SW ACACIA ST. #145 NEWPORT BEACH, CA 92660 May 9, 2025 1 CORR 12/10/24 BLDG A CORR 3/18/25 OCFA 2 CORR 4/09/25 BLDG DATE SIGNED2 3 CORR 5/09/25 BLDG A1.4 COMMUNITY AND ACCESSIBLE PLAN SCALE: 1/4" = 1'-0" A UNIT ENTRY SWING DOOR-PUSH SIDE - PROVIDE A CLEAR SPACE 48" MIN. LENGTH FOR A WIDTH EQUAL TO THE DOOR. PROVIDE ADD'L 12" WIDE CLEARANCE AT STRIKE SIDE OF DOOR IF EQUIPPED WITH A CLOSER. (PER 2022 CBC 1132.A.1) B UNIT ENTRY SWING DOOR - PULL SIDE - PROVIDE A CLEAR SPACE 44" MIN. LENGTH FOR A WIDTH EQUAL TO THE DOOR. PROVIDE ADD'L 18" WIDE CLEARANCE AT STRIKE SIDE OF DOOR IF EQUIPPED WITH A CLOSER. (PER 2022 CBC 1132A.5.1 & 1132A.5.2) C UNIT INTERIOR DOOR - PUSH SIDE - PROVIDE A CLEAR SPACE 42" MIN. LENGTH FOR A WIDTH EQUAL TO THE DOOR. (PER 2022 CBC 1132A.5.1) D UNIT INTERIOR DOOR - PULL SIDE - PROVIDE A CLEAR SPACE 42" MIN. LENGTH FOR A WIDTH EQUAL TO THE DOOR PLUS 18" MIN. AT STRIKE SIDE OF DOOR. (PER 2022 CBC 1132A.5.1 & 1132A.5.2) E KITCHEN SINK, FIXTURES & APPLIANCES - PROVIDE A CLEAR SPACE OF 30"X48" THAT ALLOWS A PARALLEL OR FORWARD APPROACH CENTERED ON SINK OR APPLIANCE. ( PER 2022 CBC 1133A.2) SEE UNITE NOTES SHEET A1.0.3. F ACCESSIBLE BATHROOM MANEUVERING SPACE - WHERE A DOOR SWINGS INTO A BATHROOM, A 30"x48" CLEAR SPACE SHALL BE PROVIDED OUTSIDE OF THE DOOR SWING AND WITHIN THE BATHROOM. (PER 2022 CBC 1134A.4) G ACCESSIBLE BATHTUBS/SHOWERS - A 48" PARALLEL & 30" PERPENDICULAR CLEAR SPACE SHALL BE PROVIDE ADJACENT TO BATHTUBS/SHOWERS & MEASURED FROM THE FOOT OR DRAIN AT END OF TUB. (PER 2022 CBC 1134A.5) H ACCESSIBLE WATER CLOSETS - A 48" CLEAR WIDTH SPACE SHALL BE PROVIDED AND EXTEND A MINIMUM OF 36" PAST THE FRONT OF THE WATER CLOSET. THE 48" CLEAR WIDTH MAY BE REDUCED TO 36" IMMEDIATELY ADJACENT TO THE WATER CLOSET AND EXTEND A MAXIMUM OF 24" IN DEPTH. (PER 2022 CBC 1134A.7) K PROVIDE TWO 15-INCH MINIMUM WIDTH BREADBOARDS - A 30"x48" CLEAR SPACE SHALL BE PROVIDED TO ACCOMMODATE A PARALLEL OR PERPENDICULAR APPROACH. NOT REQUIRED TO BE CENTERED. L ACCESSIBLE ROUTE IN UNIT MIN. 36" WIDE P.O.T. (PER SEC. 1130a, CBC) LOWER SHELVING AND DRAWER SPACE SHALL BE PROVIDED AT A HEIGHT OF NO MORE THAN 48".M PROVIDE TUB CONTROLS ON CLEAR SIDE OF TUB (ON WALL AT THE FOOT OF THE BATHTUB)N ACCESSIBLE NOTES PROVIDE MIN. 30" WIDE REMOVABLE BASE CABINET BELOW KITCHEN SINK FOR FORWARD APPROACH, ALLOW 3" FOR RANGE EXTENSION AT CORNER LOCATIONS. FINISH FLOOR SHALL EXTEND BELOW SINK AND EXPOSED CABINET SURFACES SHALL HAVE FINISHED SURFACE. PROVIDE FAUCET CONTROLS OPERABLE WITH ONE HAND, REQUIRING NOT MORE THAN 5 LBS. FORCE TO OPERATE O P Q BASE CABINET IS REQUIRED TO BE REMOVABLE WITHOUT THE USE OF SPECIALIZED KNOWLEDGE OR TOOLS. PROVIDE HOT WATER DRAIN PIPE INSULATION. EXTEND FLOOR COVERING UNDER SINK CABINET. PROVIDE STRUCTURAL REINFORCEMENT INDICATED FOR FUTURE INSTALLATION OF WALL MOUNTED GRAB BARS AT TUB/ SHOWER AND TOILET. PROVIDE A MIN. 18" CLEAR SPACE AT STRIKE EDGE SIDE OF DOORWAY ON THE SWING SIDE OF DOOR. S T PROVIDE STRUCTURAL REINFORCEMENT INDICATED FOR FUTURE INSTALLATION OF WALL MOUNTED FOLD DOWN GRAB BAR.U R PROVIDE A MIN. 30" WIDE KITCHEN SINK REPOSITIONABLE, TO A MIN. HEIGHT OF 28" ABOVE FINISH FLOOR KITCHEN & BATHROOM OUTLET AND SWITCH WHEN OVER COUNTER REQUIRED WITHIN OBSTRUCTED REACH RANGE. CABINET WITH FRONT APPROACH WITH KNEE AND TOE CLEARANCE CANNOT BE MORE THAN 25 AND 24 FOR SIDE REACH V J ACCESSIBLE LAVATORIES - A 30"x48" CLEAR WIDTH SPACE SHALL BE PROVIDED AND CENTERED ON THE LAVATORIES. CABINETS UNDER LAVATORIES ARE PERMITTED IF THE LAVATORY ALLOWS FOR A PARALLEL APPROACH AND CABINETS HAVE ADAPTABLE KNEE AND TOE SPACE. (PER 2022 CBC 1134A.8). TOP OF THE FIXTURE RIM SHALL BE 34" MAX. ABOVE FINISH FLOOR. TOE SPACE SHALL BE 30" WIDE, 17" DEEP AND 9" HIGH. 60" DIA.. CLEAR MANEUVERING TURN CIRCLE SPACE. 30"x 48" CLEAR FLOOR SPACE THAT ALLOWS A PARALLEL APPROACH AT THE RANGE/ COOKTOP AND EITHER A PARALLEL OR FORWARD APPROACH AT THE OVEN, DISHWASHER, REFRIDGERATOR/ FREEZER AND TRASH COMPACTOR. A CLEAR MANEUVERING SPACE OUTSIDE THE SWING OF THE DOOR OF AT LEAST 30"x48" WITHIN THE ROOM. DOORS MAY SWING INTO THE REQUIRED CLEAR SPACE AT ANY FIXTURE WHEN A CLEAR MANEUVERING SPACE IS PROVIDED OUTSIDE THE SWING ARC OF THE DOOR SO IT CAN BE CLOSED. INDICATES 30"X48" CLEAR WHEELCHAIR SPACE AT TUB/SHOWER KNEE SPACE SHALL BE AT LEAST 30" WIDE AND 8" DEEP. EDGE OF COUNTER TOP INDICATES 30"X48" CLEAR WHEELCHAIR SPACE ALLOWANCES AND REACH RANGES W CLEARANCE AROUND WATER CLOSETS - SHALL BE 60"x56" MINIMUM MEASURED PERPENDICULAR FROM THE SIDE WALL AND 56" MIN. MEASURED FROM THE REAR WALL C.B.C 1127A.2.2 ITEM #3 3 ELECTRIC SUB PANEL: RECESS INTO WALL, PRE-BD. STUD CAVITY W/ TYPE "X" GYP. BD. PER RECESSED CABINET DETAIL. VOID SPACE: BEHIND BATHTUBS AND OTHER INTERIOR VOID SPACES. PROVIDE A ONE-HOUR FLOOR/CEILNG ASSEMBLY. SEE BUILDING PLANS FOR TWO-HOUR SHAFT LOCATIONS FLOORING TRANSITION STRIP BETWEEN ALL CHANGES IN ALL FLOORING MATERIALS. TRANSITION OF MATERIAL NOT TO EXCEED 1/2" DIFFERENTIAL, REFER TO SHEET A1.0.3 UNIT ACCESSIBILITY REQUIREMENTS AT SAID TRANSITION COMMUNICATION PANEL: HEAD END PANEL FOR CATV, TELEPHONE, ETC, TO BE MOUNTED AT 44" AFF MAX, MEASURED TO THE TOP OF BOX. UNIT GENERAL NOTES *APARTMENT, INTERIOR WALL AND CEILING FINISHES SHALL COMPLY WITH 2022 CALIFORNIA BUILDING CODE. CHAPTER 8, TABLE 803.9. ANY DECORATIONS SHALL BE NONCOMBUSTIBLE OR FLAME RETARDANT IN AN APPROVED MANNER (CURTAINS, DRAPES, SHADES, HANGINGS, ETC. (C.M.C. 57.22) 1. REFER TO A0.5 THRU A0.12 - SHEETS FOR ACCESSIBILITY AND CODE REQUIREMENT INFO. 2. REFER TO A2.0.1THRU A2.4 SHEETS FOR BUILDING PLANS AND ADDITIONAL INFORMATION. 3. REFER TO OWNER'S SPECIFICATIONS FOR MATERIALS, FINISHES, AND MODEL NUMBERS. SINGLE HANGER ROD W/ 14" WIDE SHELF FURRING TO ALLOW FOR PLUMBING. PER PLUMB. DWGS. LOWER CABINETRY. SEE INTERIOR ELEVATIONS FOR SIZE EXTERIOR STUCCO SOFFIT ABOVE, SEE EXTERIOR ELEVATIONS 42" MIN. HIGH GUARDRAIL AT DECK/BALCONIES. 6'-0" LOW WALLS AT GROUND LEVEL. SEE EXTERIOR ELEVATIONS. FLOOR DRAIN, SEE PLUMBING DRAWINGS EDGE OF PATIO/DECK. CONCRETE PATIO SLAB ON GRADE. SLOPE 1/4" PER FOOT MIN. TO DRAIN. FLASH PERIMETER EDGES. CONCRETE SWALE TO WALL SCUPPER WHERE OCCURS. EXTERIOR CEILING - PROVIDE STUCCO FINISH. FLOOR DRAINS AT PATIO/DECK. SEE PLUMBING DRAWINGS. N/A LINE OF WALL/FLOOR ABOVE OR BELOW ADA TUB INSTALL O/ "X" GYP. B.D. W/ LEVEL 1 FINISH AT WALLS & COMPLETE FLR. ASSEMBLY. PROVIDE BACKING FOR GRAB BARS. LINE OF SOFFIT ABOVE. VERIFY WITH MEP DRAWINGS FOR MEP'S RUN INSIDE THE CEILING SOFFIT. SEE PLAN FOR HEIGHT 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 EDGE OF PODIUM48 LIGHT WELL49 OFFICE DESK50 2 X 8 WALLS51 2 X 10 WALLS52 53 ELECTRICAL VEHICLE CHARGING STATION 54 36" WIDE, GAS COOK TOP (BASED ON OWNER'S SPECIFICATIONS) UNIT KEY NOTES 1 2 TRANSFER LOUVER VENT ABOVE THE DOOR MIN. 100 SQ. IN. DOUBLE STAINLESS SINK WITH GARBAGE DISPOSAL WITH REAR DRAIN SINK, TYPICAL NEEDED SO THE GARBAGE DISPOSAL WILL NOT CONFLICT WITH THE REQUIRED KNEE SPACE, PROVIDE LEVER TYPE HANDLE. DISHWASHER BELOW COUNTER TOP (BASED ON OWNER'S SPECIFICATIONS) REFRIGERATOR SPACE - PROVIDE ELECT. OUTLET AT +42" AND COLD WATER TAP (BASED ON OWNER'S SPECIFICATIONS) 36" HIGH KITCHEN BASE CABINET WITH GRANITE COUNTERTOP WITH 6" BACK SPLASH - SEE INTERIOR ELEVATIONS. REMOVABLE CABINET FRONT TO PROVIDE 30" CLEARANCE. EXTEND FINISH FLOORING UNDER CABINET. (PROVIDE IN KITCHEN AND AT LEAST ONE BATH PER UNIT) PROVIDE 15" WIDE BREAD BOARDS WHERE INDICATED 12" DEEP UPPER CABINET PANTRY WITH 4 SHELVES EXTENDED 36" HIGH COUNTERTOP ADAPTABLE/ADA 32" X 62" TUB INSTALL O/ "X" GYP. B.D. W/ LEVEL 1 FINISH AT WALLS AND COMPLETE FLR. ASSEMBLY. PROVIDE BACKING FOR GRAB BARS. ADAPTABLE/ADA BUILT-UP SHOWER OVER GYPBOARD. INSTALL CONC. FLOOR TOPPING PRIOR TO INSTALLATION. ALL SHOWER HEADS TO BE LOW WATER CONSUMPTION. PROVIDE BACKING FOR GRAB BARS. PROVIDE SHOWER SEAT WHERE APPLICABLE. FOR SHOWER THRESHOLD DETAIL, SEE DETAIL 11/A9.10 UPPER CABINET OVER REFRIGERATOR TO MATCH DEPTH OF PANTRY 3 4 5 6 7 8 9 10 11 12 13 14 MICROWAVE EXHAUST HOOD COMBO ABOVE THE COOKTOP (BASED ON OWNER'S SPECS.) PROVIDE 2X6 STUDS UNDER COUNTERTOP FOR PLUMBING. PROVIDE 2X4 STUDS UNDER COUNTERTOP AT THE END OF THE PENINSULA. WASHER (BASED ON OWNER'S SPECIFICATIONS) PROVIDE U.L. LISTED APPROVED RECESSED WALL HOOKUP. ALL WASHERS ARE TO BE LOCATED AT THE RIGHT OF THE LAUNDRY ROOM. GAS DRYER (BASED ON OWNER'S SPECS) PROVIDE U.L. LISTED APPROVED RECESSED WALL HOOKUP. ALL DRYERS ARE TO BE LOCATED AT THE LEFT OF THE LAUNDRY ROOM. STACKABLE WASHER/GAS DRYER (BASED ON OWNER'S SPECIFICATIONS) PROVIDE U.L. LISTED APPROVED RECESSED WALL HOOKUP. (2) 15" DEEP WIRE SHELVES ABOVE WASHER AND/OR DRYER. SEE INTERIORS. HVAC FAN COIL UNIT IN CEILING, SEE MECH. PROVIDE DAMPERS AT 1-HOUR CEILING MEMBRANE PENETRATIONS 34" HIGH LAVATORY BASE CABINET WITH 4" TOE SPACE AND GRANITE COUNTER TOP WITH 4" BACK SPLASH AND 42" HIGH MIRROR ABV. - SEE INT. ELEV. LAVATORY (BASED ON OWNER'S SPECIFICATIONS) PROVIDE A LEVER TYPE HANDLE. WATER CLOSET PER OWNER'S SPECIFICATIONS, ALL WATER CLOSETS TO BE LOW WATER CONSUMPTION. PROVIDE BACKING FOR GRAB BARS. SEAT HEIGHT TO BE BETWEEN 15 AND 19 INCHES. FLUSH HANDLE AT APPROACH SIDE. ALL WATER CLOSETS ARE TO BE FLOOR MOUNTED LINEN CABINET: FACE FRAME LINEN CABINET WITH 5 MDF SHELVES SPACED AT 16" O.C. 15 16 17 18 19 20 21 22 23 24 LINE OF FURRING WALL BELOW TOILET PAPER HOLDER 25 26 24" TOWEL BAR - W/ 2 X 10 SOLID BLOCKING WITHIN WALL SHALL BE MOUNTED WITH THE BOTTOM EDGE NO HIGHER THAN 40" (1016MM) FROM FLOOR PER 2022 CBC CHAPTER 11A. SECT.1134A.8. 27 INDICATES TEMPERED GLASS LOCATION AS PER C.B.C SECTION 2406. 2x4 WALL FRAMING 2x8 WALL FRAMING 2x6 WALL FRAMING AT GARAGE & CONDITION SPACE 1-HR WALL SEPARATION 2x6 WALL FRAMING METAL WALL FRAMING, SEE STRUCTURAL PLANS CONCRETE WALL, SEE STRUCTURAL PLANS CMU WALL, SEE STRUCTURAL PLANS XX WALL TYPE, SEE DETAILS 2/A9.10 INT INTERIOR KEYNOTES. WESTCOAT ALX WATERPROOFING SYSTEM (OR APPROVED EQUAL), TOP COAT, OVER TEXTURE COAT, OVER SLURRY COAT, OVER BASE COAT, OVER METAL LATH, OVER W.P. SHEET MEMBRANE OVER MIN. 3/4" PLYWOOD DECK, OVER 2X SLOPED FRAMING, SLOPED 1/4"/FT. 2% MAXIMUM CROSS SLOPE. FLASH PERIMETER EDGES. ER-587 N/A SEE BUILDING FLOOR PLAN FOR WINDOW SIZE AND TEMPERED GL DENOTE COMMUNITY UNIT 1019 S.F. COMMUNITY FLOOR PLANCOMMUNITY ACCESSIBLE FLOOR PLAN SEE BUILDING SHEETS 1/A0.16 & 1/A0.14 ACCESSIBLE DESIGN 1 30'-7 1/2" 30'-7 1/2" 21 ' - 8 1 / 6 4 " 21 ' - 8 " 14'-10 1/2"15'-9" 15'-7"15'-0 1/2" 7'-5"7'-5 1/2" 4'-2"9 1/2"1'-10 1/2"5'-5 1/2"3'-3 1/2" FITNESS 9'-1" 22'-3 1 / 4 " 6'-5 7 / 8 " 11'-8 " 4'-1 1 / 2 " F1 SEE A2.4 FOR DOOR SIZE 2' - 7 1 / 2 " 1' - 1 0 1 / 2 " A B 15 ' - 9 " 1' - 5 " 4' - 6 " 30 25 25 4 1 / 2 " SEE A2.4 3" 45 ° 45° 32 2 N . H A R B O R B L V D . SA N T A A N A , C A 9 2 7 0 3 SHEET NUMBER 2 0 2 4 0 1 0 SHEET TITLE PROJECT NUMBER REVISIONS NO.DATE NO.DATE HANNOUCHE ARCHITECTS EXPRESSLY RESERVES ITS COMMON LAW COPYRIGHT AND OTHER PROPERTY RIGHTS INHERENT IN THESE PLANS. ALL DRAWINGS, ELECTRONIC FILES, FIELD NOTES AND ASSOCIATED DOCUMENTS ARE INSTRUMENTS OF SERVICE AND ARE THE PROPERTY OF HANNOUCHE ARCHITECTS. ALL INFORMATION CONTAINED IN THESE DRAWINGS, ELECTRONIC FILES, FIELD NOTES AND ASSOCIATED DOCUMENTS IS PROJECT SPECIFIC AND SHALL NOT BE REPRODUCED, DISCLOSED, CHANGED, COPIED, OR USED OTHERWISE IN ANY FORM OR MANNER WHATSOEVER, WITHOUT FIRST OBTAINING THE EXPRESSED WRITTEN PERMISSION AND CONSENT OF HANNOUCHE ARCHITECTS. HANNOUCHE ARCHITECT c 2021 HANNOUCHE ARCHITECTS 949.261.2070 SAMIR HANNOUCHE, ARCHITECT 20250 SW ACACIA ST. #145 NEWPORT BEACH, CA 92660 May 9, 2025 1 CORR 12/10/24 BLDG A CORR 3/18/25 OCFA 2 CORR 4/09/25 BLDG DATE SIGNED2 3 CORR 5/09/25 BLDG A1.5 FITNESS ROOM SCALE: 1/4" = 1'-0" ELECTRIC SUB PANEL: RECESS INTO WALL, PRE-BD. STUD CAVITY W/ TYPE "X" GYP. BD. PER RECESSED CABINET DETAIL. VOID SPACE: BEHIND BATHTUBS AND OTHER INTERIOR VOID SPACES. PROVIDE A ONE-HOUR FLOOR/CEILNG ASSEMBLY. SEE BUILDING PLANS FOR TWO-HOUR SHAFT LOCATIONS FLOORING TRANSITION STRIP BETWEEN ALL CHANGES IN ALL FLOORING MATERIALS. TRANSITION OF MATERIAL NOT TO EXCEED 1/2" DIFFERENTIAL, REFER TO SHEET A1.0.3 UNIT ACCESSIBILITY REQUIREMENTS AT SAID TRANSITION COMMUNICATION PANEL: HEAD END PANEL FOR CATV, TELEPHONE, ETC, TO BE MOUNTED AT 44" AFF MAX, MEASURED TO THE TOP OF BOX. UNIT GENERAL NOTES *APARTMENT, INTERIOR WALL AND CEILING FINISHES SHALL COMPLY WITH 2022 CALIFORNIA BUILDING CODE. CHAPTER 8, TABLE 803.9. ANY DECORATIONS SHALL BE NONCOMBUSTIBLE OR FLAME RETARDANT IN AN APPROVED MANNER (CURTAINS, DRAPES, SHADES, HANGINGS, ETC. (C.M.C. 57.22) 1. REFER TO A0.5 THRU A0.12 - SHEETS FOR ACCESSIBILITY AND CODE REQUIREMENT INFO. 2. REFER TO A2.0.1THRU A2.4 SHEETS FOR BUILDING PLANS AND ADDITIONAL INFORMATION. 3. REFER TO OWNER'S SPECIFICATIONS FOR MATERIALS, FINISHES, AND MODEL NUMBERS. SINGLE HANGER ROD W/ 14" WIDE SHELF FURRING TO ALLOW FOR PLUMBING. PER PLUMB. DWGS. LOWER CABINETRY. SEE INTERIOR ELEVATIONS FOR SIZE EXTERIOR STUCCO SOFFIT ABOVE, SEE EXTERIOR ELEVATIONS 42" MIN. HIGH GUARDRAIL AT DECK/BALCONIES. 6'-0" LOW WALLS AT GROUND LEVEL. SEE EXTERIOR ELEVATIONS. FLOOR DRAIN, SEE PLUMBING DRAWINGS EDGE OF PATIO/DECK. CONCRETE PATIO SLAB ON GRADE. SLOPE 1/4" PER FOOT MIN. TO DRAIN. FLASH PERIMETER EDGES. CONCRETE SWALE TO WALL SCUPPER WHERE OCCURS. EXTERIOR CEILING - PROVIDE STUCCO FINISH. FLOOR DRAINS AT PATIO/DECK. SEE PLUMBING DRAWINGS. N/A LINE OF WALL/FLOOR ABOVE OR BELOW ADA TUB INSTALL O/ "X" GYP. B.D. W/ LEVEL 1 FINISH AT WALLS & COMPLETE FLR. ASSEMBLY. PROVIDE BACKING FOR GRAB BARS. LINE OF SOFFIT ABOVE. VERIFY WITH MEP DRAWINGS FOR MEP'S RUN INSIDE THE CEILING SOFFIT. SEE PLAN FOR HEIGHT 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 EDGE OF PODIUM48 LIGHT WELL49 OFFICE DESK50 2 X 8 WALLS51 2 X 10 WALLS52 53 ELECTRICAL VEHICLE CHARGING STATION 54 36" WIDE, GAS COOK TOP (BASED ON OWNER'S SPECIFICATIONS) UNIT KEY NOTES 1 2 TRANSFER LOUVER VENT ABOVE THE DOOR MIN. 100 SQ. IN. DOUBLE STAINLESS SINK WITH GARBAGE DISPOSAL WITH REAR DRAIN SINK, TYPICAL NEEDED SO THE GARBAGE DISPOSAL WILL NOT CONFLICT WITH THE REQUIRED KNEE SPACE, PROVIDE LEVER TYPE HANDLE. DISHWASHER BELOW COUNTER TOP (BASED ON OWNER'S SPECIFICATIONS) REFRIGERATOR SPACE - PROVIDE ELECT. OUTLET AT +42" AND COLD WATER TAP (BASED ON OWNER'S SPECIFICATIONS) 36" HIGH KITCHEN BASE CABINET WITH GRANITE COUNTERTOP WITH 6" BACK SPLASH - SEE INTERIOR ELEVATIONS. REMOVABLE CABINET FRONT TO PROVIDE 30" CLEARANCE. EXTEND FINISH FLOORING UNDER CABINET. (PROVIDE IN KITCHEN AND AT LEAST ONE BATH PER UNIT) PROVIDE 15" WIDE BREAD BOARDS WHERE INDICATED 12" DEEP UPPER CABINET PANTRY WITH 4 SHELVES EXTENDED 36" HIGH COUNTERTOP ADAPTABLE/ADA 32" X 62" TUB INSTALL O/ "X" GYP. B.D. W/ LEVEL 1 FINISH AT WALLS AND COMPLETE FLR. ASSEMBLY. PROVIDE BACKING FOR GRAB BARS. ADAPTABLE/ADA BUILT-UP SHOWER OVER GYPBOARD. INSTALL CONC. FLOOR TOPPING PRIOR TO INSTALLATION. ALL SHOWER HEADS TO BE LOW WATER CONSUMPTION. PROVIDE BACKING FOR GRAB BARS. PROVIDE SHOWER SEAT WHERE APPLICABLE. FOR SHOWER THRESHOLD DETAIL, SEE DETAIL 11/A9.10 UPPER CABINET OVER REFRIGERATOR TO MATCH DEPTH OF PANTRY 3 4 5 6 7 8 9 10 11 12 13 14 MICROWAVE EXHAUST HOOD COMBO ABOVE THE COOKTOP (BASED ON OWNER'S SPECS.) PROVIDE 2X6 STUDS UNDER COUNTERTOP FOR PLUMBING. PROVIDE 2X4 STUDS UNDER COUNTERTOP AT THE END OF THE PENINSULA. WASHER (BASED ON OWNER'S SPECIFICATIONS) PROVIDE U.L. LISTED APPROVED RECESSED WALL HOOKUP. ALL WASHERS ARE TO BE LOCATED AT THE RIGHT OF THE LAUNDRY ROOM. GAS DRYER (BASED ON OWNER'S SPECS) PROVIDE U.L. LISTED APPROVED RECESSED WALL HOOKUP. ALL DRYERS ARE TO BE LOCATED AT THE LEFT OF THE LAUNDRY ROOM. STACKABLE WASHER/GAS DRYER (BASED ON OWNER'S SPECIFICATIONS) PROVIDE U.L. LISTED APPROVED RECESSED WALL HOOKUP. (2) 15" DEEP WIRE SHELVES ABOVE WASHER AND/OR DRYER. SEE INTERIORS. HVAC FAN COIL UNIT IN CEILING, SEE MECH. PROVIDE DAMPERS AT 1-HOUR CEILING MEMBRANE PENETRATIONS 34" HIGH LAVATORY BASE CABINET WITH 4" TOE SPACE AND GRANITE COUNTER TOP WITH 4" BACK SPLASH AND 42" HIGH MIRROR ABV. - SEE INT. ELEV. LAVATORY (BASED ON OWNER'S SPECIFICATIONS) PROVIDE A LEVER TYPE HANDLE. WATER CLOSET PER OWNER'S SPECIFICATIONS, ALL WATER CLOSETS TO BE LOW WATER CONSUMPTION. PROVIDE BACKING FOR GRAB BARS. SEAT HEIGHT TO BE BETWEEN 15 AND 19 INCHES. FLUSH HANDLE AT APPROACH SIDE. ALL WATER CLOSETS ARE TO BE FLOOR MOUNTED LINEN CABINET: FACE FRAME LINEN CABINET WITH 5 MDF SHELVES SPACED AT 16" O.C. 15 16 17 18 19 20 21 22 23 24 LINE OF FURRING WALL BELOW TOILET PAPER HOLDER 25 26 24" TOWEL BAR - W/ 2 X 10 SOLID BLOCKING WITHIN WALL SHALL BE MOUNTED WITH THE BOTTOM EDGE NO HIGHER THAN 40" (1016MM) FROM FLOOR PER 2022 CBC CHAPTER 11A. SECT.1134A.8. 27 INDICATES TEMPERED GLASS LOCATION AS PER C.B.C SECTION 2406. 2x4 WALL FRAMING 2x8 WALL FRAMING 2x6 WALL FRAMING AT GARAGE & CONDITION SPACE 1-HR WALL SEPARATION 2x6 WALL FRAMING METAL WALL FRAMING, SEE STRUCTURAL PLANS CONCRETE WALL, SEE STRUCTURAL PLANS CMU WALL, SEE STRUCTURAL PLANS XX WALL TYPE, SEE DETAILS 2/A9.10 INT INTERIOR KEYNOTES. WESTCOAT ALX WATERPROOFING SYSTEM (OR APPROVED EQUAL), TOP COAT, OVER TEXTURE COAT, OVER SLURRY COAT, OVER BASE COAT, OVER METAL LATH, OVER W.P. SHEET MEMBRANE OVER MIN. 3/4" PLYWOOD DECK, OVER 2X SLOPED FRAMING, SLOPED 1/4"/FT. 2% MAXIMUM CROSS SLOPE. FLASH PERIMETER EDGES. ER-587 N/A A UNIT ENTRY SWING DOOR-PUSH SIDE - PROVIDE A CLEAR SPACE 48" MIN. LENGTH FOR A WIDTH EQUAL TO THE DOOR. PROVIDE ADD'L 12" WIDE CLEARANCE AT STRIKE SIDE OF DOOR IF EQUIPPED WITH A CLOSER. (PER 2022 CBC 1132.A.1) B UNIT ENTRY SWING DOOR - PULL SIDE - PROVIDE A CLEAR SPACE 44" MIN. LENGTH FOR A WIDTH EQUAL TO THE DOOR. PROVIDE ADD'L 18" WIDE CLEARANCE AT STRIKE SIDE OF DOOR IF EQUIPPED WITH A CLOSER. (PER 2022 CBC 1132A.5.1 & 1132A.5.2) C UNIT INTERIOR DOOR - PUSH SIDE - PROVIDE A CLEAR SPACE 42" MIN. LENGTH FOR A WIDTH EQUAL TO THE DOOR. (PER 2022 CBC 1132A.5.1) D UNIT INTERIOR DOOR - PULL SIDE - PROVIDE A CLEAR SPACE 42" MIN. LENGTH FOR A WIDTH EQUAL TO THE DOOR PLUS 18" MIN. AT STRIKE SIDE OF DOOR. (PER 2022 CBC 1132A.5.1 & 1132A.5.2) E KITCHEN SINK, FIXTURES & APPLIANCES - PROVIDE A CLEAR SPACE OF 30"X48" THAT ALLOWS A PARALLEL OR FORWARD APPROACH CENTERED ON SINK OR APPLIANCE. ( PER 2022 CBC 1133A.2) SEE UNITE NOTES SHEET A1.0.3. F ACCESSIBLE BATHROOM MANEUVERING SPACE - WHERE A DOOR SWINGS INTO A BATHROOM, A 30"x48" CLEAR SPACE SHALL BE PROVIDED OUTSIDE OF THE DOOR SWING AND WITHIN THE BATHROOM. (PER 2022 CBC 1134A.4) G ACCESSIBLE BATHTUBS/SHOWERS - A 48" PARALLEL & 30" PERPENDICULAR CLEAR SPACE SHALL BE PROVIDE ADJACENT TO BATHTUBS/SHOWERS & MEASURED FROM THE FOOT OR DRAIN AT END OF TUB. (PER 2022 CBC 1134A.5) H ACCESSIBLE WATER CLOSETS - A 48" CLEAR WIDTH SPACE SHALL BE PROVIDED AND EXTEND A MINIMUM OF 36" PAST THE FRONT OF THE WATER CLOSET. THE 48" CLEAR WIDTH MAY BE REDUCED TO 36" IMMEDIATELY ADJACENT TO THE WATER CLOSET AND EXTEND A MAXIMUM OF 24" IN DEPTH. (PER 2022 CBC 1134A.7) K PROVIDE TWO 15-INCH MINIMUM WIDTH BREADBOARDS - A 30"x48" CLEAR SPACE SHALL BE PROVIDED TO ACCOMMODATE A PARALLEL OR PERPENDICULAR APPROACH. NOT REQUIRED TO BE CENTERED. L ACCESSIBLE ROUTE IN UNIT MIN. 36" WIDE P.O.T. (PER SEC. 1130a, CBC) LOWER SHELVING AND DRAWER SPACE SHALL BE PROVIDED AT A HEIGHT OF NO MORE THAN 48".M PROVIDE TUB CONTROLS ON CLEAR SIDE OF TUB (ON WALL AT THE FOOT OF THE BATHTUB)N ACCESSIBLE NOTES PROVIDE MIN. 30" WIDE REMOVABLE BASE CABINET BELOW KITCHEN SINK FOR FORWARD APPROACH, ALLOW 3" FOR RANGE EXTENSION AT CORNER LOCATIONS. FINISH FLOOR SHALL EXTEND BELOW SINK AND EXPOSED CABINET SURFACES SHALL HAVE FINISHED SURFACE. PROVIDE FAUCET CONTROLS OPERABLE WITH ONE HAND, REQUIRING NOT MORE THAN 5 LBS. FORCE TO OPERATE O P Q BASE CABINET IS REQUIRED TO BE REMOVABLE WITHOUT THE USE OF SPECIALIZED KNOWLEDGE OR TOOLS. PROVIDE HOT WATER DRAIN PIPE INSULATION. EXTEND FLOOR COVERING UNDER SINK CABINET. PROVIDE STRUCTURAL REINFORCEMENT INDICATED FOR FUTURE INSTALLATION OF WALL MOUNTED GRAB BARS AT TUB/ SHOWER AND TOILET. PROVIDE A MIN. 18" CLEAR SPACE AT STRIKE EDGE SIDE OF DOORWAY ON THE SWING SIDE OF DOOR. S T PROVIDE STRUCTURAL REINFORCEMENT INDICATED FOR FUTURE INSTALLATION OF WALL MOUNTED FOLD DOWN GRAB BAR.U R PROVIDE A MIN. 30" WIDE KITCHEN SINK REPOSITIONABLE, TO A MIN. HEIGHT OF 28" ABOVE FINISH FLOOR KITCHEN & BATHROOM OUTLET AND SWITCH WHEN OVER COUNTER REQUIRED WITHIN OBSTRUCTED REACH RANGE. CABINET WITH FRONT APPROACH WITH KNEE AND TOE CLEARANCE CANNOT BE MORE THAN 25 AND 24 FOR SIDE REACH V J ACCESSIBLE LAVATORIES - A 30"x48" CLEAR WIDTH SPACE SHALL BE PROVIDED AND CENTERED ON THE LAVATORIES. CABINETS UNDER LAVATORIES ARE PERMITTED IF THE LAVATORY ALLOWS FOR A PARALLEL APPROACH AND CABINETS HAVE ADAPTABLE KNEE AND TOE SPACE. (PER 2022 CBC 1134A.8). TOP OF THE FIXTURE RIM SHALL BE 34" MAX. ABOVE FINISH FLOOR. TOE SPACE SHALL BE 30" WIDE, 17" DEEP AND 9" HIGH. 60" DIA.. CLEAR MANEUVERING TURN CIRCLE SPACE. 30"x 48" CLEAR FLOOR SPACE THAT ALLOWS A PARALLEL APPROACH AT THE RANGE/ COOKTOP AND EITHER A PARALLEL OR FORWARD APPROACH AT THE OVEN, DISHWASHER, REFRIDGERATOR/ FREEZER AND TRASH COMPACTOR. A CLEAR MANEUVERING SPACE OUTSIDE THE SWING OF THE DOOR OF AT LEAST 30"x48" WITHIN THE ROOM. DOORS MAY SWING INTO THE REQUIRED CLEAR SPACE AT ANY FIXTURE WHEN A CLEAR MANEUVERING SPACE IS PROVIDED OUTSIDE THE SWING ARC OF THE DOOR SO IT CAN BE CLOSED. INDICATES 30"X48" CLEAR WHEELCHAIR SPACE AT TUB/SHOWER KNEE SPACE SHALL BE AT LEAST 30" WIDE AND 8" DEEP. EDGE OF COUNTER TOP INDICATES 30"X48" CLEAR WHEELCHAIR SPACE ALLOWANCES AND REACH RANGES W CLEARANCE AROUND WATER CLOSETS - SHALL BE 60"x56" MINIMUM MEASURED PERPENDICULAR FROM THE SIDE WALL AND 56" MIN. MEASURED FROM THE REAR WALL C.B.C 1127A.2.2 ITEM #3 3 SEE BUILDING FLOOR PLAN FOR WINDOW SIZE AND TEMPERED GL DENOTE FITNESS UNIT 452 S.F.FITNESS FLOOR PLAN SEE DETAIL 1/A0.20 ACCESSIBILITY DETAIL 1 88 ' - 1 0 " OV E R A L L 129'-10" OVERALL 3/ A 5 . 2 2/ A 5 . 1 1/A5.2 1/ A 5 . 1 2/A5.2 3/A6.2 88 ' - 1 0 " OV E R A L L 129'-10" OVERALL 4/ A 5 . 2 3 D0.4 6 D0.4 9 D0.4 15 D0.4 12 D0.4 UP 2 6 R @6 . 9 " E A . UP TEXT 12 " C O N C R E T E W A L L STAIR 2 LOBBY 14'-1" ELEV.ELEV. MECH. 14'-1" STAIR 1 ELEC. ROOM 14'-1" BOILER ROOM 14'-1" WASTE ROOM 14'-1" STORAGE ROOM 14'-1" GARAGE 88 ' - 1 0 " OV E R A L L 129'-10" OVERALL 3/ A 5 . 2 2/ A 5 . 1 1/A5.2 1/ A 5 . 1 2/A5.2 3/A6.2 88 ' - 1 0 " OV E R A L L 129'-10" OVERALL 4/ A 5 . 2 3 D0.4 6 D0.4 9 D0.4 15 D0.4 12 D0.4 10 " 47'-2"28'-8"23'-0"14'-10 3/8"9'-5 5/8"6'-3 1/2" 4 1/2" 2 3/4" 115'-1 1/2"14'-8 1/2"2 3/8" 8 1/2" 3'-3" 14 ' - 6 1 / 2 " 6' - 9 " 4' - 4 " 5' - 6 " 6' - 0 " 5' - 0 " 3' - 0 " 4' - 1 1 / 2 " 3' - 0 " 11 ' - 4 1 / 2 " 6' - 0 " 3' - 0 1 / 2 " 5' - 5 1 / 2 " 2' - 9 1 / 2 " 3' - 0 " 7' - 5 1 / 2 " 3' - 0 " 5' - 1 " 3' - 0 " 6' - 1 0 " 4'-1 1/2"6'-0"4'-4"6'-0"5'-4"6'-0"4'-4"6'-0"10"6'-0"10"6'-0"4'-4"6'-0"5'-4"6'-0"4'-4"6'-0"10"6'-0"10"6'-0"4'-4"6'-0"3'-4" 10"3'-3"2'-3"8'-3"4 1/2"8"2'-10"6'-0"9'-2"23'-0"2'-11"9'-0"2'-11 3/8"41'-0"10" 10"15'-1"2'-0"23'-11"10"6'-8"8"7'-2"8"15'-1"2'-0"23'-0"2'-0"15'-1" 8"4'-10"10"5'-5 1/2" 10 " 4' - 4 " 8" 33 ' - 1 1 " 1' - 0 " 26 ' - 0 " 1' - 0 " 20 ' - 3 " 10 " 20 ' - 1 0 " 8" 9' - 1 0 " 8" 4' - 2 1 / 2 " 3' - 3 " 1' - 0 1 / 2 " 26 ' - 3 " 1' - 0 " 21 ' - 1 " 20 ' - 3 " 1' - 0 " 26 ' - 0 " 1' - 0 " 18 ' - 1 " 10 " 6' - 1 1 " 35 ' - 7 1 / 2 " 16 ' - 1 1 / 2 " 9' - 4 " 20 ' - 1 0 " 4' - 1 0 " 5' - 0 " 7' - 6 " 3' - 0 " 3' - 3 1 / 2 " 10 ' - 6 " 6' - 7 7 / 8 " 9' - 5 5 / 8 " 8" 4 1/2" 1'-0" 8"9"3'-6"2'-1" 8" 1'-8 1/2" 1'-0"4'-0"3'-3"1'-0 1/2" 4'-6"8"8'-8 1/2"1'-0"7'-7 1/2" 4 1 / 2 " 6' - 3 " 6' - 0 1 / 2 " 10 1 / 2 " 3' - 3 " 10 1 / 2 " 9' - 1 0 1 / 2 " 17 ' - 6 1 / 2 " 1' - 0 " 8' - 9 " 10 " 9' - 4 " 8" 8" 7'-0" 23'-11"2'-0"28'-2"2'-0"24'-10"2'-0"15'-11"10"14'-5 1/2"1'-0"13'-10 1/2"10" 11'-4" 10" 4'-1 5/8" 8" 8" 4' - 0 " 3' - 3 " 6' - 2 " 8" 10 " 11"11" 30 ' - 1 1 " 37 ' - 1 " 45° 3'-9" 6'-0" 3'-7 3 / 4 " 20 ' - 1 0 " 10 ' - 6 " 19 ' - 8 " 21 ' - 7 " 45 ° 3 8 TYP 9 5'-0"5'-0" 10 " 10 " 10" 5 5 / 8 " 6' - 7 7 / 8 " 8' - 6 " 10 TYP 10 11 11 TYP 10 " 10 " 4 TYP 7 TYP 7 TYP 7 TYP 1' - 6 " 8" 4 1/2" 6 5'-0" 6 5'-0" 6 5'-0" 6 1'-6" 6 1'-6" 7 TYP 7TYP 7 TYP 14 TYP 7 TYP 5' - 0 " 15 15 TYP 15 TYP 15 TYP 18'-10" 10"17'-4"8" 16 10" 14 TYP 32 2 N . H A R B O R B L V D . SA N T A A N A , C A 9 2 7 0 3 SHEET NUMBER 2 0 2 4 0 1 0 SHEET TITLE PROJECT NUMBER REVISIONS NO.DATE NO.DATE HANNOUCHE ARCHITECTS EXPRESSLY RESERVES ITS COMMON LAW COPYRIGHT AND OTHER PROPERTY RIGHTS INHERENT IN THESE PLANS. ALL DRAWINGS, ELECTRONIC FILES, FIELD NOTES AND ASSOCIATED DOCUMENTS ARE INSTRUMENTS OF SERVICE AND ARE THE PROPERTY OF HANNOUCHE ARCHITECTS. ALL INFORMATION CONTAINED IN THESE DRAWINGS, ELECTRONIC FILES, FIELD NOTES AND ASSOCIATED DOCUMENTS IS PROJECT SPECIFIC AND SHALL NOT BE REPRODUCED, DISCLOSED, CHANGED, COPIED, OR USED OTHERWISE IN ANY FORM OR MANNER WHATSOEVER, WITHOUT FIRST OBTAINING THE EXPRESSED WRITTEN PERMISSION AND CONSENT OF HANNOUCHE ARCHITECTS. HANNOUCHE ARCHITECT c 2021 HANNOUCHE ARCHITECTS 949.261.2070 SAMIR HANNOUCHE, ARCHITECT 20250 SW ACACIA ST. #145 NEWPORT BEACH, CA 92660 May 9, 2025 1 CORR 12/10/24 BLDG A CORR 3/18/25 OCFA 2 CORR 4/09/25 BLDG DATE SIGNED2 3 CORR 5/09/25 BLDG A2.1 GROUND SLAB PLAN SCALE: 1/8" = 1'-0" GROUND FLOOR OVERALL SLAB PLAN SLAB LEGEND SLAB ON GRADE. SEE STRUCTURAL DWGS FOR REINFORCEMENT AND HARDWARE. CONCRETE SLAB COMMOM OPEN DECK SLOPED 2% MIN. AND SHALL DIRECT ALL WATER TO DRAINAGE, (NO STANDING WATER ALLOWED.) FOR SLAB DESIGN INCLUDING THICKNESS, REINFORCING, HARDWARE, ETC, REFER TO STRUCTURAL DRAWINGS. POUR IN PLACE CONCRETE WALL MAT SLAB, SEE STRUCTURAL DRAWINGS ELEVATOR PIT HEIGHT, VERFY WITH MANUFACTURER REQUIREMENTS. INDICATES STEP - SEE PLAN FOR HEIGHT. AT DOORS, FLOOR OR LANDING IMMEDIATELY OUTSIDE THE ENTRY MAY BE SLOPED UP TO 2%, IN ANY DIRECTION AWAY FROM THE PRIMARY ENTRANCE OF THE DWELLING UNIT FOR DRAINAGE. INDICATES 0" STEP (FLUSH) INDICATES CURB WITH STEP ON EACH SIDE. SEE PLANS FOR HEIGHT. +2"INDICATES SLAB HEIGHT IN RELATION TO PRIMARY SLAB FINISH HEIGHT 0" X" X"X" SLAB KEYNOTES FLOOR DRAIN SLAB PLAN NOTES SEE LANDSCAPE PLANS FOR HARDSCAPE DIM'S & FEATURES. LANDSCAPE SHOWN FOR REFERENCE ONLY. SEE MECHANICAL, ELECTRICAL, PLUMBING, LANDSCAPE AND CIVIL DRAWINGS FOR ADDITIONAL UTILITY INFORMATION AND LOCATIONS. THIS BUILDING IS TO BE EQUIPPED WITH AN AUTOMATIC FIRE EXTINGUISHING SPRINKLER SYSTEM IN ACCORDANCE WITH C.B.C. CHAPTER 9, AND N.F.P.A SPECIFICATION 13. SEE DESIGN-BUILD PLANS PREPARED BY OTHERS, AND FIRE DEPARTMENT NOTES. ALL INTERIOR BEARING WALLS ARE TO BE CONSTRUCTED AS 1-HOUR FIRE RESISTIVE ASSEMBLIES. ALL EXTERIOR BEARING WALLS TO BE CONSTRUCTED AS 1-HOUR FIRE RESISTIVE ASSEMBLIES. SEE SHEET A0.0 FOR ALL BUILDING /SITE DATA AND BUILDING TABULATION INFORMATION. SEE SHEETS A0.13 THROUGH A0.19 FOR OCCUPANCY CLASSIFICATION, FIRE RATING REQUIREMENTS, RESIDENTIAL AREA TABULATION AND OCCUPANT LOAD / BUILDING AREA MATRIX SEE UNIT PLAN SHEETS FOR ALL UNIT DIMENSIONS, NOTES, DOOR AND WINDOW REFERENCES ETC. 2. 3. 4. 5. 6. 7. 1. PENETRATIONS OF FIRE-RESISTIVE WALLS, FLOOR-CEILINGS AND ROOF CEILINGS SHALL BE PROTECTED AS REQUIRED IN C.B.C SECTIONS 712 AND 713. 9. SEPARATE PERMIT IS REQUIRED FOR PATIO / FENCE WALLS10. AUTOMATIC FIRE ALARM SYSTEM IN ACCORDANCE WITH THE NATIONAL ELECTRICAL CODE AND CITY OF LOS ANGELES FIRE DEPARTMENT STANDARDS. SEE DESIGN-BUILD PLANS PREPARED BY OTHERS 8. FOR SLAB DESIGN INCLUDING THICKNESS, REINFORCING, HARDWARE, ETC. SEE STRUCTURAL DRAWINGS TOP OF ALL CURBS SHALL BE SAME AS FINISH FLOOR AT UNITS UNO. REFER TO ARCHITECTURAL PLANS AND UNIT PLANS FOR EXACT DIMENSIONS OF PATIOS AND ARCHITECTURAL PERIMETER WALLS INDICATES SLOPE DIRECTION OF STRUCTURAL SLAB. ALL SLOPES SHALL BE AS REQUIRED TO MEET CHANGE IN ELEVATION BUT NEVER LESS THAN 1.7 % AND NO GREATER THAN 2%. (CLARIFY DISCREPANCIES WITH ARCHITECT AS SOON AS THEY ARE DISCOVERED) SLOPE COLUMN CAP ABOVE, SEE STRUCTURAL DRAWINGS SLAB OPENINGS, REFER TO STRUCTURAL DRAWINGS 4 3 2 1 5 6 7 8 TRANSFORMER CONCRETE PAD9 10 11 12 CHANNEL DRAIN 13 INDICATES POUR IN PLACE, CONCRETE COLUMNS AND PODIUM SLAB - REFER TO STRUCTURAL DRAWINGS EV CHANGER STATION. REFER TO ELECTRICAL DRAWINGS EV CHANGER STATION. REFER TO ELECTRICAL DRAWINGS PODIUM SLAB, SEE STRUCTURAL DRAWINGS DRAIN INLET WITH OVERFLOW. POUR IN PLACE CONCRETE LOW WALL, SEE PLAN FOR HEIGHT DRAIN WITH OVERFLOW CONNECT TO SUBTERRANCE. CONCRETE COLUMN14 LINE OF FLOOR ABOVE15 16 DETENTION BASIN BELOW SLAB - SEE CIVIL DRAWINGS NO R T H 1 DN 1 8 R @6 . 7 2 " E A . DN 18R @6.72" EA. J SD J J SD SC LIVING / DINING 9'-1" STAIR 1 ELEV. LOBBY 9'-1" KITCHEN 9'-1" BEDROOM 9'-1" BEDROOM 9'-1" BATH 9'-1" BATH 9'-1" BALC.BALC.BALC.BALC. BATH 9'-1" BATH 9'-1" BATH 9'-1" CORRIDOR 9'-1" TRASH 9'-1" STAIR 3 BALC. LIVING 9'-1"KITCHEN 9'-1" DINING 9'-1" BEDROOM 9'-1" MASTER BEDROOM 9'-1" W.I.C. 9'-1" M. BATH 9'-1"BATH 2 9'-1" KITCHEN 9'-1" LIVING/ DINING 9'-1" BALC. BEDROOM 9'-1" BATH 9'-1"BATH 9'-1" M. BATH 9'-1" BEDROOM 9'-1" MASTER BEDROOM 9'-1" LIVING 9'-1" DINING 9'-1" BALC. LIVING / DINING 9'-1" LIVING / DINING 9'-1" BALC. LIVING / DINING 9'-1" LIVING / DINING 9'-1" BEDROOM 9'-1" BEDROOM 9'-1" BEDROOM 9'-1" KITCHEN 9'-1" KITCHEN 9'-1" KITCHEN 9'-1" KITCHEN 9'-1" KITCHEN 9'-1" 32 2 N . H A R B O R B L V D . SA N T A A N A , C A 9 2 7 0 3 SHEET NUMBER 2 0 2 4 0 1 0 SHEET TITLE PROJECT NUMBER REVISIONS NO.DATE NO.DATE HANNOUCHE ARCHITECTS EXPRESSLY RESERVES ITS COMMON LAW COPYRIGHT AND OTHER PROPERTY RIGHTS INHERENT IN THESE PLANS. ALL DRAWINGS, ELECTRONIC FILES, FIELD NOTES AND ASSOCIATED DOCUMENTS ARE INSTRUMENTS OF SERVICE AND ARE THE PROPERTY OF HANNOUCHE ARCHITECTS. ALL INFORMATION CONTAINED IN THESE DRAWINGS, ELECTRONIC FILES, FIELD NOTES AND ASSOCIATED DOCUMENTS IS PROJECT SPECIFIC AND SHALL NOT BE REPRODUCED, DISCLOSED, CHANGED, COPIED, OR USED OTHERWISE IN ANY FORM OR MANNER WHATSOEVER, WITHOUT FIRST OBTAINING THE EXPRESSED WRITTEN PERMISSION AND CONSENT OF HANNOUCHE ARCHITECTS. HANNOUCHE ARCHITECT c 2021 HANNOUCHE ARCHITECTS 949.261.2070 SAMIR HANNOUCHE, ARCHITECT 20250 SW ACACIA ST. #145 NEWPORT BEACH, CA 92660 May 9, 2025 1 CORR 12/10/24 BLDG A CORR 3/18/25 OCFA 2 CORR 4/09/25 BLDG DATE SIGNED2 3 CORR 5/09/25 BLDG A2.10 FOURTH LEVEL REFLECTED CEILING PLAN SCALE: 1/8" = 1'-0" FOURTH LEVEL REFLECTED CEILING PLAN EXHAUST FAN - RECESSED CEILING-MOUNTED. FANS SHALL BE ENERGY STAR COMPLIANT TERMINATING TO OUTSIDE OF THE BUILDING. FANS NOT FUNCTIONING AS A WHOLE VENTILATION SYSTEM MUST BE CONTROLLED BY HUMIDITY CONTROL SMOKE DETECTOR PERMANENTLY WIRED W/ BATTERY BACKUP W/ LOW BATTERY SIGNAL MAINTAIN 36" MINIMUM CLEARANCE & HVAC SUPPLY/RETURN REGISTERS. REFER TO MECHANICAL AND ELECTRICAL DWG'S. DETECTORS SHALL SOUND AN ALARM AUDIBLE IN ALL SLEEPING AREAS OF THE UNIT CARBON MONOXIDE / SMOKE DETECTOR COMBINATION ALARM. INTERCONNECTED AND PERMANENTLY HARDWIRED RCP LEGEND LIGHT FIXTURE - RECESSED CEILING-MOUNTED LIGHT FIXTURE - HANGING CEILING PENDANT CEILING FAN UNIT DROP SOFFIT, VERIFY WITH OWNER TO COORDINATE WITH MECHANICAL AND STRUCTURAL REQUIREMENT/DWGS DROP SOFFIT/CEILING HEIGHT TO BE VERIFIED WITH OWNER . BATH, KITCHEN, TOILET, LAUNDRY ROOM - SHALL NOT HAVE LESS THAN 7 FT CEILING HEIGHT X'-X" 1X4 LED SURFACE MOUNT 20" DIA. SURFACE MOUNT CM SD H THE INFORMATION SHOWN HERE ARE FOR REFERENCE ONLY. REFER TO ELECTRICAL PLANS NO R T H 1 88 ' - 1 0 " OV E R A L L 129'-10" OVERALL 3/ A 5 . 2 2/ A 5 . 1 1/A5.2 1/ A 5 . 1 2/A5.2 3/A6.2 88 ' - 1 0 " OV E R A L L 129'-10" OVERALL 4/ A 5 . 2 3 D0.4 6 D0.4 9 D0.4 15 D0.4 12 D0.4 UP 1 8 R @6 . 7 2 " E A . DN 26 R UP 18R @6.72" EA. DN 26R @6.9" EA. STAIR 1 ELEV. LOBBY 9'-1" LIVING / DINING 9'-1" KITCHEN 9'-1" BATH 9'-1" BATH 9'-1" BEDROOM 9'-1" BEDROOM 9'-1" BEDROOM 9'-1" BEDROOM 9'-1" BEDROOM 9'-1" BALC.BALC. KITCHEN 9'-1" KITCHEN 9'-1" KITCHEN 10'-1" BATH 9'-1" BATH 9'-1" BATH 9'-1" CORRIDOR 9'-1" KITCHEN 9'-1" KITCHEN 9'-1" OFFICE 9'-1" POWDER 9'-1" SITTING 9'-1" COMMUNITY 9'-1" COMMOM OPEN DECK STAIR 2 STAIR 3 BALC. LIVING / DINING 9'-1" BEDROOM 9'-1" TRASH KITCHEN 9'-1" BATH 9'-1" FITNESS RM 9'-1" BALC.BALC.BALC. LIVING / DINING 9'-1" LIVING / DINING 9'-1" LIVING / DINING 9'-1" LIVING / DINING 9'-1" 47'-2"28'-8"23'-0" 14'-10 3/8"15'-9 1/8" 7 3/8" 42'-11 1/2"6'-0"39'-8"6'-0"20'-6"14'-8 1/2"2 3/8" 29'-5"17'-9" 10 " 4' - 4 " 47 ' - 0 1 / 2 " 5' - 3 " 31 ' - 4 1 / 2 " 6'-2" 20 ' - 1 0 " 6' - 4 1 / 2 " 2' - 8 " 6' - 7 " 2' - 3 " 23'-3 1/2" 11'-8"6'-11 1/2" 23 ' - 7 1 / 2 " 12 ' - 0 " 45° 45 ° 4 1/2" 13'-4 3 / 4 " 9'-1 7 / 8 " 30 ' - 1 1 " 21 ' - 7 " 5'-7 1/2"8'-8 1/2" 6' - 1 1 " 10 " 14 ' - 6 1 / 2 " 10 " 6' - 9 " 4' - 2 1 / 2 " 4' - 1 1 1 / 2 " 1' - 2 " 4' - 2 1 / 2 " 10 " 5'-10"8'-10 1/2" 1'-2"6 1/2"7'-11 1/2" 6' - 4 1 / 2 " 6' - 4 1 / 2 " 3" 30 ' - 2 " 16 ' - 1 1 / 2 " 4" M A X 4" M A X 4" M A X 2"2"2"2"2" 2" 11'-7 1/2"17'-0 1/2"11'-2"11'-6 1/2"24'-5 1/2" 30'-7 1/2" 5 1 / 2 " 2'-3" 6' - 0 " 16 ' - 0 1 / 2 " 5' - 2 " 11'-7 1/2"23'-0"8'-4"8'-4"23'-0"8'-4"8'-4"12'-2" 12 TYP 13 15 12 TYP 15 13 2 2 2 2 2 2 32 2 N . H A R B O R B L V D . SA N T A A N A , C A 9 2 7 0 3 SHEET NUMBER 2 0 2 4 0 1 0 SHEET TITLE PROJECT NUMBER REVISIONS NO.DATE NO.DATE HANNOUCHE ARCHITECTS EXPRESSLY RESERVES ITS COMMON LAW COPYRIGHT AND OTHER PROPERTY RIGHTS INHERENT IN THESE PLANS. ALL DRAWINGS, ELECTRONIC FILES, FIELD NOTES AND ASSOCIATED DOCUMENTS ARE INSTRUMENTS OF SERVICE AND ARE THE PROPERTY OF HANNOUCHE ARCHITECTS. ALL INFORMATION CONTAINED IN THESE DRAWINGS, ELECTRONIC FILES, FIELD NOTES AND ASSOCIATED DOCUMENTS IS PROJECT SPECIFIC AND SHALL NOT BE REPRODUCED, DISCLOSED, CHANGED, COPIED, OR USED OTHERWISE IN ANY FORM OR MANNER WHATSOEVER, WITHOUT FIRST OBTAINING THE EXPRESSED WRITTEN PERMISSION AND CONSENT OF HANNOUCHE ARCHITECTS. HANNOUCHE ARCHITECT c 2021 HANNOUCHE ARCHITECTS 949.261.2070 SAMIR HANNOUCHE, ARCHITECT 20250 SW ACACIA ST. #145 NEWPORT BEACH, CA 92660 May 9, 2025 1 CORR 12/10/24 BLDG A CORR 3/18/25 OCFA 2 CORR 4/09/25 BLDG DATE SIGNED2 3 CORR 5/09/25 BLDG A2.2 SECOND FLOOR SLAB PLAN SCALE: 1/8" = 1'-0" SECOND FLOOR OVERALL SLAB PLAN SLAB LEGEND SLAB ON GRADE. SEE STRUCTURAL DWGS FOR REINFORCEMENT AND HARDWARE. CONCRETE SLAB COMMOM OPEN DECK SLOPED 2% MIN. AND SHALL DIRECT ALL WATER TO DRAINAGE, (NO STANDING WATER ALLOWED.) FOR SLAB DESIGN INCLUDING THICKNESS, REINFORCING, HARDWARE, ETC, REFER TO STRUCTURAL DRAWINGS. POUR IN PLACE CONCRETE WALL MAT SLAB, SEE STRUCTURAL DRAWINGS ELEVATOR PIT HEIGHT, VERFY WITH MANUFACTURER REQUIREMENTS. INDICATES STEP - SEE PLAN FOR HEIGHT. AT DOORS, FLOOR OR LANDING IMMEDIATELY OUTSIDE THE ENTRY MAY BE SLOPED UP TO 2%, IN ANY DIRECTION AWAY FROM THE PRIMARY ENTRANCE OF THE DWELLING UNIT FOR DRAINAGE. INDICATES 0" STEP (FLUSH) INDICATES CURB WITH STEP ON EACH SIDE. SEE PLANS FOR HEIGHT. +2"INDICATES SLAB HEIGHT IN RELATION TO PRIMARY SLAB FINISH HEIGHT 0" X" X"X" SLAB KEYNOTES FLOOR DRAIN SLAB PLAN NOTES SEE LANDSCAPE PLANS FOR HARDSCAPE DIM'S & FEATURES. LANDSCAPE SHOWN FOR REFERENCE ONLY. SEE MECHANICAL, ELECTRICAL, PLUMBING, LANDSCAPE AND CIVIL DRAWINGS FOR ADDITIONAL UTILITY INFORMATION AND LOCATIONS. THIS BUILDING IS TO BE EQUIPPED WITH AN AUTOMATIC FIRE EXTINGUISHING SPRINKLER SYSTEM IN ACCORDANCE WITH C.B.C. CHAPTER 9, AND N.F.P.A SPECIFICATION 13. SEE DESIGN-BUILD PLANS PREPARED BY OTHERS, AND FIRE DEPARTMENT NOTES. ALL INTERIOR BEARING WALLS ARE TO BE CONSTRUCTED AS 1-HOUR FIRE RESISTIVE ASSEMBLIES. ALL EXTERIOR BEARING WALLS TO BE CONSTRUCTED AS 1-HOUR FIRE RESISTIVE ASSEMBLIES. SEE SHEET A0.0 FOR ALL BUILDING /SITE DATA AND BUILDING TABULATION INFORMATION. SEE SHEETS A0.13 THROUGH A0.19 FOR OCCUPANCY CLASSIFICATION, FIRE RATING REQUIREMENTS, RESIDENTIAL AREA TABULATION AND OCCUPANT LOAD / BUILDING AREA MATRIX SEE UNIT PLAN SHEETS FOR ALL UNIT DIMENSIONS, NOTES, DOOR AND WINDOW REFERENCES ETC. 2. 3. 4. 5. 6. 7. 1. PENETRATIONS OF FIRE-RESISTIVE WALLS, FLOOR-CEILINGS AND ROOF CEILINGS SHALL BE PROTECTED AS REQUIRED IN C.B.C SECTIONS 712 AND 713. 9. SEPARATE PERMIT IS REQUIRED FOR PATIO / FENCE WALLS10. AUTOMATIC FIRE ALARM SYSTEM IN ACCORDANCE WITH THE NATIONAL ELECTRICAL CODE AND CITY OF LOS ANGELES FIRE DEPARTMENT STANDARDS. SEE DESIGN-BUILD PLANS PREPARED BY OTHERS 8. FOR SLAB DESIGN INCLUDING THICKNESS, REINFORCING, HARDWARE, ETC. SEE STRUCTURAL DRAWINGS TOP OF ALL CURBS SHALL BE SAME AS FINISH FLOOR AT UNITS UNO. REFER TO ARCHITECTURAL PLANS AND UNIT PLANS FOR EXACT DIMENSIONS OF PATIOS AND ARCHITECTURAL PERIMETER WALLS INDICATES SLOPE DIRECTION OF STRUCTURAL SLAB. ALL SLOPES SHALL BE AS REQUIRED TO MEET CHANGE IN ELEVATION BUT NEVER LESS THAN 1.7 % AND NO GREATER THAN 2%. (CLARIFY DISCREPANCIES WITH ARCHITECT AS SOON AS THEY ARE DISCOVERED) SLOPE COLUMN CAP ABOVE, SEE STRUCTURAL DRAWINGS SLAB OPENINGS, REFER TO STRUCTURAL DRAWINGS 4 3 2 1 5 6 7 8 TRANSFORMER CONCRETE PAD9 10 11 12 CHANNEL DRAIN 13 INDICATES POUR IN PLACE, CONCRETE COLUMNS AND PODIUM SLAB - REFER TO STRUCTURAL DRAWINGS EV CHANGER STATION. REFER TO ELECTRICAL DRAWINGS EV CHANGER STATION. REFER TO ELECTRICAL DRAWINGS PODIUM SLAB, SEE STRUCTURAL DRAWINGS DRAIN INLET WITH OVERFLOW. POUR IN PLACE CONCRETE LOW WALL, SEE PLAN FOR HEIGHT DRAIN WITH OVERFLOW CONNECT TO SUBTERRANCE. CONCRETE COLUMN14 LINE OF FLOOR ABOVE15 16 DETENTION BASIN BELOW SLAB - SEE CIVIL DRAWINGS NO R T H 1 88 ' - 1 0 " OV E R A L L 129'-10" OVERALL 3/ A 5 . 2 2/ A 5 . 1 1/A5.2 1/ A 5 . 1 2/A5.2 3/A6.2 88 ' - 1 0 " OV E R A L L 129'-10" OVERALL 4/ A 5 . 2 3 D0.4 6 D0.4 9 D0.4 15 D0.4 12 D0.4 88 ' - 1 0 " OV E R A L L 129'-10" OVERALL 3/ A 5 . 2 2/ A 5 . 1 1/A5.2 1/ A 5 . 1 2/A5.2 3/A6.2 88 ' - 1 0 " OV E R A L L 129'-10" OVERALL 4/ A 5 . 2 3 D0.4 6 D0.4 9 D0.4 15 D0.4 12 D0.4 UP 2 6 R @6 . 9 " E A . UP TEXT 12 " C O N C R E T E W A L L HC EV HC HC ACCESSIBLE VAN 2 14 3 5 6 7 8 11 10 9 12 13 22 21 20 19 18 17 16 15 14 STAIR 2 OPEN TO ABOVE NO PARKINGNO PARKING OPEN TO ABOVE OPEN TO SKY LOBBY ELEV.ELEV. MECH. STAIR 1 ELEC. ROOM BOILER ROOM WASTE ROOM STORAGE ROOM GARAGE 1 2 4 98 10 5 6 7 3 1V 1U 6' - 1 1 " 35 ' - 7 1 / 2 " 6' - 7 7 / 8 " 9' - 5 5 / 8 " 7' - 4 " 11 ' - 6 " 4' - 9 1 / 2 " 6' - 0 " 6' - 0 " 3'-4"6'-0"4'-4"6'-0"10"6'-0"10"6'-0"4'-4"6'-0"5'-4"6'-0"4'-4"6'-0"10"6'-0"10"6'-0"5'-4"6'-0"4'-4"4'-1 1/2" 1T 1S 6'-0"6'-0"4'-4" 4' - 4 " 9' - 2 " 3' - 2 " 10 ' - 8 1 / 2 " 14 ' - 0 1 / 2 " 41'-10" 2'-10" 8'-0"4'-6"3'-6"6'-0"9'-2" 2'-8"8'-4" DDDDDDDDDD 6' - 1 0 " 3' - 0 " 5' - 1 " 3' - 0 " 7' - 5 1 / 2 " 3' - 0 " 2' - 9 1 / 2 " 5' - 5 1 / 2 " 3' - 0 1 / 2 " 6' - 0 " 11 ' - 4 1 / 2 " 3' - 0 " 4' - 1 1 / 2 " 3' - 0 " 5' - 0 " 6' - 0 " 5' - 6 " 4' - 4 " 10 " D D E E E E E C G-100 A B 23'-0"2'-11"9'-0"2'-11 3/8" 45 ° 3'-9" 6'-0" 3'-7 3 / 4 " 45° 115'-1 1/2"14'-8 1/2"2" 7'-0" 11'-4"10"4'-1 5/8" 3' - 2 " 4'-4"1'-11 1/2" ABV 1 D6.2 1 D6.1 2 D6.4 42 31 41 30 10 34 1 33 24 24 20 31 2 12 22 21 16 S11 A6.2 G-104 G-103 G-102 G-105 G-106 G-101 47'-2"28'-8"23'-0"9'-5 5/8"6'-3 1/2"4 1/2"14'-10 3/8" 48 ' - 4 " 10 ' - 6 " 6'-4" 2' - 8 " 8'-2"7'-10" 18'-10" 6' - 6 " 19 ' - 8 " S12 A6.1 36 6 36 6 14 ' - 1 " 13 36 36 8' - 5 1 / 2 " 5' - 7 1 / 2 " 17 WALL MOUNTED G-107 5' - 3 7 / 8 " 5' - 0 " M I N . RE A R S E T B A C K 5' - 1 0 1 / 4 " 5' - 0 " M I N . RE A R S E T B A C K 6'-1 7/8" 5'-0" MIN. REAR SETBACK 6'-3 1/8" 5'-0" MIN. REAR SETBACK 5' - 1 1 1 / 2 " 5' - 2 5 / 8 " 3 A0.10 * SITE ARRIVAL POINT 1 A0.11 1 A0.11 4 A0.18 42 TYP 42 TYPTYP 42 TYP 42 TYP 24A TYP 1 1 1 1 15 WALL MOUNTED DUAL UNIT 24A 24ADUAL UNIT, TYP DUAL UNIT, TYP 20 ' - 1 0 " 1 1 2 14 38 38 METAL FRAMING 4 1/2" 2 EV CHARGER STATION STAY CLEAR IN THE ACCESS AISLE 14 38 14 40 39 39 32 2 N . H A R B O R B L V D . SA N T A A N A , C A 9 2 7 0 3 SHEET NUMBER 2 0 2 4 0 1 0 SHEET TITLE PROJECT NUMBER REVISIONS NO.DATE NO.DATE HANNOUCHE ARCHITECTS EXPRESSLY RESERVES ITS COMMON LAW COPYRIGHT AND OTHER PROPERTY RIGHTS INHERENT IN THESE PLANS. ALL DRAWINGS, ELECTRONIC FILES, FIELD NOTES AND ASSOCIATED DOCUMENTS ARE INSTRUMENTS OF SERVICE AND ARE THE PROPERTY OF HANNOUCHE ARCHITECTS. ALL INFORMATION CONTAINED IN THESE DRAWINGS, ELECTRONIC FILES, FIELD NOTES AND ASSOCIATED DOCUMENTS IS PROJECT SPECIFIC AND SHALL NOT BE REPRODUCED, DISCLOSED, CHANGED, COPIED, OR USED OTHERWISE IN ANY FORM OR MANNER WHATSOEVER, WITHOUT FIRST OBTAINING THE EXPRESSED WRITTEN PERMISSION AND CONSENT OF HANNOUCHE ARCHITECTS. HANNOUCHE ARCHITECT c 2021 HANNOUCHE ARCHITECTS 949.261.2070 SAMIR HANNOUCHE, ARCHITECT 20250 SW ACACIA ST. #145 NEWPORT BEACH, CA 92660 May 9, 2025 1 CORR 12/10/24 BLDG A CORR 3/18/25 OCFA 2 CORR 4/09/25 BLDG DATE SIGNED2 3 CORR 5/09/25 BLDG A2.3 GROUND LEVEL SCALE: 1/8" = 1'-0" BUILDING GROUND PLAN 1.SEE SHEET A0.0 FOR ALL BUILDING /SITE DATA AND BUILDING TABULATION INFORMATION. 2.SEE SHEETS A0.13 THROUGH A0.19 FOR OCCUPANCY CLASSIFICATION, FIRE RATING REQUIREMENTS, RESIDENTIAL AREA TABULATION AND OCCUPANT LOAD / BUILDING AREA MATRIX 3.SEE UNIT PLAN SHEETS FOR ALL UNIT DIMENSIONS, NOTES, DOOR AND WINDOW REFERENCES ETC. 4.SEE MECHANICAL, ELECTRICAL, PLUMBING, LANDSCAPE AND CIVIL DRAWINGS FOR ADDITIONAL UTILITY INFORMATION AND LOCATIONS. 5.SEE LANDSCAPE PLANS FOR HARDSCAPE DIM'S & FEATURES. LANDSCAPE SHOWN FOR REFERENCE ONLY. 6.ALL INTERIOR BEARING WALLS ARE TO BE CONSTRUCTED AS 1-HOUR FIRE RESISTIVE ASSEMBLIES. ALL EXTERIOR BEARING WALLS TO BE CONSTRUCTED AS 1-HOUR FIRE RESISTIVE ASSEMBLIES. 7. AN AUTOMATIC SPRINKLER SYSTEM IS REQUIRED THROUGHOUT ALL BUILDINGS WITH A GROUP "R" FIRE AREA. NOTE ON PLAN. "THIS BUILDING AND GARAGE MUST BE EQUIPPED WITH AN AUTOMATIC FIRE EXTINGUISHING SYSTEM, COMPLYING WITH (NFPA-13); THE SPRINKLER SYSTEM SHALL BE APPROVED BY PLUMBING DIV. PRIOR TO INSTALLATION." (903.2) 8. THIS BUILDING SHALL BE PROVIDED WITH A MANUAL ALARM SYSTEM WITH THE CAPABILITY TO SUPPORT VISIBLE ALARM NOTIFICATION APPLIANCES IN ACCORDANCE WITH NFPA 72". (907.2.9, 907.5.2.3.3, 907.5.2.3.4) 9.PENETRATIONS OF FIRE-RESISTIVE WALLS, FLOOR-CEILINGS AND ROOF CEILINGS SHALL BE PROTECTED AS REQUIRED IN C.B.C SECTIONS 712 AND 713. 10.SEPARATE PERMIT IS REQUIRED FOR PATIO / FENCE WALLS 11.DOUBLE STRIPING OF STALLS SHALL BE PER ZONING CODE SECTION 12.21A5, CHART 5 INDICATES SEMI-RECESSED FIRE EXTINGUISHER CAB. AT BUILDING LEVELS & WALL-MOUNTED FIRE EXTINGUISHER AT BASEMENT LEVELS, POTTER ROEMER #7032 OR EQ. W/ SOLID DOOR COMBINATION 2A-10ABC F.E.. LOCATE F.E. SO THAT FROM ANY POINT WITHIN THE BLDG AN F.E. IS NOT MORE THAN 75' OF TRAVEL DISTANCE. VERIFY PROPOSED LOCATIONS AND QUANTITY AND TYPE OF CAB. W/ THE FIRE INSPECTOR PRIOR TO PURCHASE AND INSTALL. 101 A1 DR WIN WINDOW SYMBOL - SEE SCHEDULE SHEET A-- DOOR SYMBOL - SEE SCHEDULE SHEET A-- BUILDING LEGEND THE TOP NUMBER INDICATES INDIVIDUAL ROOM NUMBER FOR COORDINATION AND IDENTIFICATION OF UNIT DURING CONSTRUCTION. CONTRACTOR TO PROVIDE THIS NUMBER AFFIXED AND MAINTAINED AT EACH UNITS MAIN ENTRY DOOR THROUGH THE DURATION OF CONSTRUCTION. THE BOTTOM NUMBER INDICATES UNIT PLAN TYPE. R = REVERSE PLAN. UNIT TYPE APL ELECTRICAL VEHICLE CHARGING STATION ASSUMED LINES SHOWN ON THIS PLAN ARE FOR THE PURPOSE OF SUBSTANTIATING THE FIRE DISTANCE (PER CBC 702 FIRE DISTANCE DEFINITION #3) AND ALLOWABLE AREA OF OPENINGS (PER CBC 704.8 AND TABLE 704.8) THESE ARE NOT "RECORDED" DEMARCATIONS. PROPERTY LINECOMPACT PARKING ACCESSIBLE PARKING FOR ADDITIONAL INFO. SEE DETAIL XXX ACCESSIBLE THE ELECTRICAL SYSTEM SHALL HAVE SUFFICIENT CAPACITY TO SIMULTANEOUSLY CHARGE ALL DESIGNATED EV SPACES AT THE FULL RATED AMPERAGE OF THE EVSE. PLAN DESIGN SHALL BE BASED UPON A 40-AMPERE MIN. BRANCH CIRCUIT. A SEPARATE ELECTRICAL PERMIT IS REQUIRED. THE SERVICE PANEL OR SUB PANEL CIRCUIT DIRECTORY SHALL IDENTIFY THE OVER CURRENT PROTECTIVE DEVICE SPACE(S) RESERVED FOR FUTURE EV CHARGING PURPOSES AS EV CABABLE IN ACCORDANCE WITH THE LOS ANGELES ELECTRICAL CODE XX WALL TYPE, SEE DETAILS XXXX 2x6 WALL FRAMING 2x4 WALL FRAMING WALL LEGEND TYPICAL CONCRETE FRAMING, SEE STRUCTURAL DRAWINGS CMU WALL, SEE SEE STRUCTURAL DRAWINGS BUILDING GENERAL NOTES DETECTABLE WARNINGS. REFER TO XXX FOR ACCESSIBLE INFORMATION/REQUIREMENTS ACCESSIBLE PATH/STRIPPING AND OTHER WALKWAY/STRIPPING REFER TO XXX FOR PARKING INFORMATION/REQUIREMENTS FIRE HYDRANT 11 10 13 7 19 9 12 14 22 21 23 24 20 BUILDING PLAN KEYNOTES 2-HOUR MECHANICAL VENTILATION SHAFT. PROVIDE 2-HOUR FIRE BARRIERS AT WALLS. REFER TO MECHANICAL PLANS. ELECTRICAL ROOM. SEE ELECTRICAL DRAWINGS. WET STANDPIPE, CLASS 1, FOR FIRE DEPARTMENT USE. SEE FIRE PROTECTION DWGS BY OTHERS FOR ADDITIONAL INFO. AND DETAILS. EXTERIOR SOFFIT - PROVIDE STUCCO FINISH. REFER TO EXTERIOR ELEVATIONS AND WALL SECTIONS FOR SOFFIT DESIGN. 15 16 TYPICAL PARTY WALL. SEE SHEET XX FIXED LADDER ROOF ACCESS INSTALLED PER MANUFACTURE WITH ANTI CLIMB LADDER SECURITY DOOR WITH PADLOCK. SEE DETAIL 9/D1.1 MAIL BOX, LOCATED WITHIN FORTY (40) INCHES OF THE PRIMARY LOCKING DEVICE ON ANY EXTERIO DOOR IT SHALL BE COVERED BY AN INTERIOR HOOD WHICH WILL DISCOURGE MANIPULATION OF THE PRIMARY LOCKING DEVICE. MAIL BOX NOT PART OF THIS SUBMITTAL IDF ROOMS - INTERMEDIATE DISTRIBUTION FRAME, SEE ELECTRICAL PLANS. WALLS TO BE GYPSUM BOARD FINISH, TAPED, WITH 1 COAT OF PAINT. PRIVATE BALCONY A. WALLS: 1 HR. EXTERIOR FINISH SYSTEM. B. CEILING: EXTERIOR PLASTER OR CANOPY (2 LAYERS OF EXTERIOR GYP. BD. ON BOTTOM OF ROOF TRUSS) C. FLOOR (SLAB AT FIRST FLOOR): SECONDARY POUR CONCRETE SLAB. SEE SLAB PLANS AND STRUCTURAL DRAWINGS. D. FLOOR: (UPPER FLOORS) WESTCOAT WATERPROOFING DECK SYSTEM (OR APPROVED EQUAL), MEMBRANE OVER MIN. 3/4" PLYWOOD DECK, OVER 2X SLOPED FRAMING, SLOPED 1/4"/FT. 44" HIGH GUARDRAIL/LOW WALL, SEE ELEVATIONS. DOOR WITH KEY FOB ACCESS, SEE DOOR SCHEDULE CORRIDOR WALL - SEE DETAIL SHEET XX 4 3 5 2 1 ELEVATOR - SEE SHEET XX FOR DETAILS AND INFORMATION 6 17 18 8 COLUMN DROP CAP ABOVE, SEE STRUCTURAL DRAWINGS TRASH CHUTE SHALL BE ACCESSIBLE SEE DETAIL 1/A0.16 & 3/D0.3 FOR ADA COMPLIANT WITH CLOSING DOOR AND USABLE AT ALL TIMES AND PER MANUFACTURER'S SPECIFICATION. MANUFACTURER: CHUTES INTERNATIONAL OR EQUAL. RECYCLE CHUTE WITH SELF-CLOSING DOOR. ELECTRICAL VEHICLE CHARGING STATION. SEE ELECTRICAL PLAN ORGANIC CHUTE WITH SELF-CLOSING DOOR SEE 3/D0.3. SEMI-RECESSED FIRE EXTINGUISHER CAB. AT BUILDING LEVELS (SEE DETAIL 12/D0.2) & WALL-MOUNTED FIRE/PORTABLE EXTINGUISHER (10BC RATING) AT BASEMENT LEVELS. (KITCHEN, ELECTRICAL ROOM, MECHANICAL ROOM, PARKING GARAGE) LINE OF WALL/FLOOR ABOVE OR BELOW OVERHANG ABOVE CHANNEL DRAIN 5'-0" X 5'-0" CLEARANCE FOR NEW POWER POLE LONG TERM AND SHORT TERM BICYCLE RACKS, SEE DETAIL XX. WALL MOUNTED BICYCLE RACK AT RESIDENTIAL GARAGES, SEE DETAIL XXX 25 SOFFIT ABOVE. 26 PROVIDE MECHANICAL VENTILATION IN ACCORDANCE WITH THE REQUIREMENTS OF THE CALIFORNIA MECHANICAL CODE. 28 PROVIDE ARTIFICIAL LIGHT THAT IS ADEQUATE TO PROVIDE AN AVERAGE ILLUMINATION OF 10 FOOT-CANDLES OVER THE AREA OF THE ROOM AT A HEIGHT OF 30 INCHES ABOVE THE FLOOR LEVEL 27 SMOKE GUARD MAGNETIC CURTAINS BY SMOKEGUARD MODEL 400 (M400) ICC-ESR-1136 29 BARRIER GATE, SEE DETAIL XX, NON-LATCHING,NON-CLOSING 30 31 32 WHEEL STOP, SEE DETAIL 3/A0.10 33 ENTRANCE PARKING SIGN (TOW AWAY), SEE DETAIL XXXX 34 ACCESSIBLE PARKING SIGN, SEE DETAIL 3/A0.10 VAN/ ACCESSIBLE PARKING SIGN, SEE DETAIL 3/A0.10 35 STAIR EXITS ARE "EXIT ONLY DOORS". 36 DRAIN INLET WITH OVERFLOW. 37 FIRE DEPARTMENT CONNECTION (FDC) 38 WALL AT THIS LOCATION MAXIMUM 5'-0" HIGH TO ALLOW FOR LADDER ACCESS. 39 ROOF HATCH BY KEE HATCH MODEL RHSR-0 4848 40 DETENTION BASIN BELOW SLAB - SEE CIVIL DRAWINGS STANDARD PARKING C S FLOOR DRAIN (DRAIN INLET) EV CHANGER WALL MOUNT UNIT. REFER TO ELECTRICAL DRAWINGS 41 GAS METER. 42 DOWNSPOUT W/ OVERFLOW. F.E. CHANNEL DRAIN 43 SCUPPER. INDICATES SEMI-RECESSED FIRE EXTINGUISHER CAB. AT BUILDING LEVELS & WALL-MOUNTED FIRE EXTINGUISHER AT GROUND LEVEL, POTTER ROEMER #7032 OR EQ. W/ SOLID DOOR COMBINATION 2A-10ABC F.E.. LOCATE F.E. SO THAT FROM ANY POINT WITHIN THE BLDG AN F.E. IS NOT MORE THAN 75' OF TRAVEL DISTANCE. VERIFY PROPOSED LOCATIONS AND QUANTITY AND TYPE OF CAB. W/ THE FIRE INSPECTOR PRIOR TO PURCHASE AND INSTALL.WET STANDPIPE, CLASS 1, FOR FIRE DEPARTMENT USE. SEE FIRE PROTECTION DWGS BY OTHERS FOR ADDITIONAL INFO. AND DETAILS. ROOM NUMBER INDICATES TEMPERED GLASS LOCATION AS PER C.B.C SECTION 2406.1 1 24A ELECTRICAL VEHICLE READY SPACE. SEE ELECTRICAL PLAN 30"x 48" CLEAR FLOOR SPACE THAT ALLOWS A PARALLEL APPROACH OR FORWARD APPROACH AT THE MAILBOX, SEE DETAIL 1/A0.16 METAL STUD WALL FRAMING 44 DRAIN WITH OVERFLOW CONNECT TO SUBTERRANCE. 3 3 NO R T H 1 UP 1 8 R @6 . 7 2 " E A . DN 26 R OPEN TO BELOW OPEN TO BELOW OPEN TO BELOW IDF IDF OPEN TO BELOW UP 18R @6.72" EA. DN 26R @6.9" EA. STAIR 1 ELEV. LOBBY LIVING / DINING KITCHEN BATHBATH BEDROOMBEDROOMBEDROOMBEDROOMBEDROOM BALC.BALC. KITCHENKITCHENKITCHEN BATHBATHBATH CORRIDOR KITCHEN KITCHEN OFFICE POWDER SITTING COMMUNITY COMMOM OPEN DECK STAIR 2 STAIR 3 BALC. LIVING / DINING BEDROOMTRASH KITCHEN BATH FITNESS RM BALC.BALC.BALC. LIVING / DINING LIVING / DINING LIVING / DINING LIVING / DINING 21 23 24 25A 25B 26A 22 203 A1_C2-R 1H 7' - 1 1 / 2 " 11 ' - 6 " 4' - 9 1 / 2 " 6' - 0 " 6' - 0 " 1M3 1R 2 1 / 2 " 4 1 / 2 " 6' - 9 " 35 ' - 5 " 15 ' - 9 " 45 ° 45° 4 1 / 2 " 3"13'-5 " 9'-1 1 / 2 " 2 1/2" 15'-3" 14'-6"6 1/2" 2 D6.1 3 D6.4 2 A6.3 2 A6.2 8 D0.2 5 D0.2 6 D0.2 9 D0.2 8 D0.3 3 D0.4 5 D0.2 6 D0.2 5 D0.2 6 D0.2 5 D0.2 6 D0.2 20 21 1 14 27 11 11 3 14 18 18 18 200 S21 S23 S22 215 216 210 217 5' - 2 " 16 ' - 0 1 / 2 " 31 ' - 0 " 5' - 3 " 25 ' - 0 " 6' - 4 1 / 2 " 202 23'-1"22'-9"22'-9"22'-9"22'-11" 47'-2"28'-8"23'-0"7'-5"7'-5 3/8"15'-9 1/8" 4 1/2" 205 A1_M 207 A1_M-R 211 A1_C1-R 209 A1_M 201 206 A1_C2 208 204 FITNESS 212 COMMUNITY A6.3 A6.1 A6.2 2" 2" 4 1 / 2 " 17 17 17 13 13 17 7 7 1P1 1J 1L 1K 1L1 1P 1N 1N 1P 1Q 1L 1P1 1P1 1Q 1P 1P 1L 1L 1L 1L 1L 1L 1L 1L 1L 1L 1M2 1L 1L 1M2 4 1 / 2 " 4 1 / 2 " 14144 1 / 2 " 9 D3.1 9 D3.1 OMITTED SOFFIT AT UNIT A1_C1 5' - 2 1 / 2 " 4 1 / 2 " 4 1 / 2 " 4 1 / 2 " 4 1 / 2 " SEE A1.1_0 SEE A1.1_1 SEE A1.1_1 SEE A1.1_1 SEE A1.1_1 SEE A1.1_1 SEE A1.4 SEE A1.5 1"1"1"1" 4 1/2" 5555 9 D3.1 44 TYP 1 141 1 1 11 1 1 11 2 2 TYP.TYP. TYP. 3" 44 TYP 26B 3/4" MAX FINISH, TYP 3/4" MAX FINISH, TYP 3/4" MAX FINISH, TYP 3/4" MAX FINISH, TYP 3/4" MAX FINISH, TYP 3/4" MAX FINISH, TYP 2 1/2" 3'-3" 1 A0.16 1 A0.16 2 3/4" MAX FINISH, TYP 2" MAX. FRAME 9 D3.1 7 22 9 D3.1 2" M A X . FR A M E 2" M A X . FR A M E 3/4" MAX FINISH, TYP 2" MAX. FRAME 2" MAX. FRAME 2" MAX. FRAME 2" MAX. FRAME 2" MAX. FRAME 2" M A X . FR A M E 88 ' - 1 0 " OV E R A L L 129'-10" OVERALL 3/ A 5 . 2 2/ A 5 . 1 1/A5.2 1/ A 5 . 1 2/A5.2 3/A6.2 88 ' - 1 0 " OV E R A L L 129'-10" OVERALL 4/ A 5 . 2 3 D0.4 6 D0.4 9 D0.4 15 D0.4 12 D0.4 32 2 N . H A R B O R B L V D . SA N T A A N A , C A 9 2 7 0 3 SHEET NUMBER 2 0 2 4 0 1 0 SHEET TITLE PROJECT NUMBER REVISIONS NO.DATE NO.DATE HANNOUCHE ARCHITECTS EXPRESSLY RESERVES ITS COMMON LAW COPYRIGHT AND OTHER PROPERTY RIGHTS INHERENT IN THESE PLANS. ALL DRAWINGS, ELECTRONIC FILES, FIELD NOTES AND ASSOCIATED DOCUMENTS ARE INSTRUMENTS OF SERVICE AND ARE THE PROPERTY OF HANNOUCHE ARCHITECTS. ALL INFORMATION CONTAINED IN THESE DRAWINGS, ELECTRONIC FILES, FIELD NOTES AND ASSOCIATED DOCUMENTS IS PROJECT SPECIFIC AND SHALL NOT BE REPRODUCED, DISCLOSED, CHANGED, COPIED, OR USED OTHERWISE IN ANY FORM OR MANNER WHATSOEVER, WITHOUT FIRST OBTAINING THE EXPRESSED WRITTEN PERMISSION AND CONSENT OF HANNOUCHE ARCHITECTS. HANNOUCHE ARCHITECT c 2021 HANNOUCHE ARCHITECTS 949.261.2070 SAMIR HANNOUCHE, ARCHITECT 20250 SW ACACIA ST. #145 NEWPORT BEACH, CA 92660 May 9, 2025 1 CORR 12/10/24 BLDG A CORR 3/18/25 OCFA 2 CORR 4/09/25 BLDG DATE SIGNED2 3 CORR 5/09/25 BLDG A2.4 SECOND LEVEL SCALE: 1/8" = 1'-0" 1.SEE SHEET A0.0 FOR ALL BUILDING /SITE DATA AND BUILDING TABULATION INFORMATION. 2.SEE SHEETS A0.13 THROUGH A0.19 FOR OCCUPANCY CLASSIFICATION, FIRE RATING REQUIREMENTS, RESIDENTIAL AREA TABULATION AND OCCUPANT LOAD / BUILDING AREA MATRIX 3.SEE UNIT PLAN SHEETS FOR ALL UNIT DIMENSIONS, NOTES, DOOR AND WINDOW REFERENCES ETC. 4.SEE MECHANICAL, ELECTRICAL, PLUMBING, LANDSCAPE AND CIVIL DRAWINGS FOR ADDITIONAL UTILITY INFORMATION AND LOCATIONS. 5.SEE LANDSCAPE PLANS FOR HARDSCAPE DIM'S & FEATURES. LANDSCAPE SHOWN FOR REFERENCE ONLY. 6.ALL INTERIOR BEARING WALLS ARE TO BE CONSTRUCTED AS 1-HOUR FIRE RESISTIVE ASSEMBLIES. ALL EXTERIOR BEARING WALLS TO BE CONSTRUCTED AS 1-HOUR FIRE RESISTIVE ASSEMBLIES. 7. AN AUTOMATIC SPRINKLER SYSTEM IS REQUIRED THROUGHOUT ALL BUILDINGS WITH A GROUP "R" FIRE AREA. NOTE ON PLAN. "THIS BUILDING AND GARAGE MUST BE EQUIPPED WITH AN AUTOMATIC FIRE EXTINGUISHING SYSTEM, COMPLYING WITH (NFPA-13); THE SPRINKLER SYSTEM SHALL BE APPROVED BY PLUMBING DIV. PRIOR TO INSTALLATION." (903.2) 8. THIS BUILDING SHALL BE PROVIDED WITH A MANUAL ALARM SYSTEM WITH THE CAPABILITY TO SUPPORT VISIBLE ALARM NOTIFICATION APPLIANCES IN ACCORDANCE WITH NFPA 72". (907.2.9, 907.5.2.3.3, 907.5.2.3.4) 9.PENETRATIONS OF FIRE-RESISTIVE WALLS, FLOOR-CEILINGS AND ROOF CEILINGS SHALL BE PROTECTED AS REQUIRED IN C.B.C SECTIONS 712 AND 713. 10.SEPARATE PERMIT IS REQUIRED FOR PATIO / FENCE WALLS 11.DOUBLE STRIPING OF STALLS SHALL BE PER ZONING CODE SECTION 12.21A5, CHART 5 INDICATES SEMI-RECESSED FIRE EXTINGUISHER CAB. AT BUILDING LEVELS & WALL-MOUNTED FIRE EXTINGUISHER AT BASEMENT LEVELS, POTTER ROEMER #7032 OR EQ. W/ SOLID DOOR COMBINATION 2A-10ABC F.E.. LOCATE F.E. SO THAT FROM ANY POINT WITHIN THE BLDG AN F.E. IS NOT MORE THAN 75' OF TRAVEL DISTANCE. VERIFY PROPOSED LOCATIONS AND QUANTITY AND TYPE OF CAB. W/ THE FIRE INSPECTOR PRIOR TO PURCHASE AND INSTALL. 101 A1 DR WIN WINDOW SYMBOL - SEE SCHEDULE SHEET A-- DOOR SYMBOL - SEE SCHEDULE SHEET A-- BUILDING LEGEND THE TOP NUMBER INDICATES INDIVIDUAL ROOM NUMBER FOR COORDINATION AND IDENTIFICATION OF UNIT DURING CONSTRUCTION. CONTRACTOR TO PROVIDE THIS NUMBER AFFIXED AND MAINTAINED AT EACH UNITS MAIN ENTRY DOOR THROUGH THE DURATION OF CONSTRUCTION. THE BOTTOM NUMBER INDICATES UNIT PLAN TYPE. R = REVERSE PLAN. UNIT TYPE APL ELECTRICAL VEHICLE CHARGING STATION ASSUMED LINES SHOWN ON THIS PLAN ARE FOR THE PURPOSE OF SUBSTANTIATING THE FIRE DISTANCE (PER CBC 702 FIRE DISTANCE DEFINITION #3) AND ALLOWABLE AREA OF OPENINGS (PER CBC 704.8 AND TABLE 704.8) THESE ARE NOT "RECORDED" DEMARCATIONS. PROPERTY LINECOMPACT PARKING ACCESSIBLE PARKING FOR ADDITIONAL INFO. SEE DETAIL XXX ACCESSIBLE THE ELECTRICAL SYSTEM SHALL HAVE SUFFICIENT CAPACITY TO SIMULTANEOUSLY CHARGE ALL DESIGNATED EV SPACES AT THE FULL RATED AMPERAGE OF THE EVSE. PLAN DESIGN SHALL BE BASED UPON A 40-AMPERE MIN. BRANCH CIRCUIT. A SEPARATE ELECTRICAL PERMIT IS REQUIRED. THE SERVICE PANEL OR SUB PANEL CIRCUIT DIRECTORY SHALL IDENTIFY THE OVER CURRENT PROTECTIVE DEVICE SPACE(S) RESERVED FOR FUTURE EV CHARGING PURPOSES AS EV CABABLE IN ACCORDANCE WITH THE LOS ANGELES ELECTRICAL CODE XX WALL TYPE, SEE DETAILS XXXX 2x6 WALL FRAMING 2x4 WALL FRAMING WALL LEGEND TYPICAL CONCRETE FRAMING, SEE STRUCTURAL DRAWINGS CMU WALL, SEE SEE STRUCTURAL DRAWINGS BUILDING GENERAL NOTES DETECTABLE WARNINGS. REFER TO XXX FOR ACCESSIBLE INFORMATION/REQUIREMENTS ACCESSIBLE PATH/STRIPPING AND OTHER WALKWAY/STRIPPING REFER TO XXX FOR PARKING INFORMATION/REQUIREMENTS FIRE HYDRANT 11 10 13 7 19 9 12 14 22 21 23 24 20 BUILDING PLAN KEYNOTES 2-HOUR MECHANICAL VENTILATION SHAFT. PROVIDE 2-HOUR FIRE BARRIERS AT WALLS. REFER TO MECHANICAL PLANS. ELECTRICAL ROOM. SEE ELECTRICAL DRAWINGS. WET STANDPIPE, CLASS 1, FOR FIRE DEPARTMENT USE. SEE FIRE PROTECTION DWGS BY OTHERS FOR ADDITIONAL INFO. AND DETAILS. EXTERIOR SOFFIT - PROVIDE STUCCO FINISH. REFER TO EXTERIOR ELEVATIONS AND WALL SECTIONS FOR SOFFIT DESIGN. 15 16 TYPICAL PARTY WALL. SEE SHEET XX FIXED LADDER ROOF ACCESS INSTALLED PER MANUFACTURE WITH ANTI CLIMB LADDER SECURITY DOOR WITH PADLOCK. SEE DETAIL 9/D1.1 MAIL BOX, LOCATED WITHIN FORTY (40) INCHES OF THE PRIMARY LOCKING DEVICE ON ANY EXTERIO DOOR IT SHALL BE COVERED BY AN INTERIOR HOOD WHICH WILL DISCOURGE MANIPULATION OF THE PRIMARY LOCKING DEVICE. MAIL BOX NOT PART OF THIS SUBMITTAL IDF ROOMS - INTERMEDIATE DISTRIBUTION FRAME, SEE ELECTRICAL PLANS. WALLS TO BE GYPSUM BOARD FINISH, TAPED, WITH 1 COAT OF PAINT. PRIVATE BALCONY A. WALLS: 1 HR. EXTERIOR FINISH SYSTEM. B. CEILING: EXTERIOR PLASTER OR CANOPY (2 LAYERS OF EXTERIOR GYP. BD. ON BOTTOM OF ROOF TRUSS) C. FLOOR (SLAB AT FIRST FLOOR): SECONDARY POUR CONCRETE SLAB. SEE SLAB PLANS AND STRUCTURAL DRAWINGS. D. FLOOR: (UPPER FLOORS) WESTCOAT WATERPROOFING DECK SYSTEM (OR APPROVED EQUAL), MEMBRANE OVER MIN. 3/4" PLYWOOD DECK, OVER 2X SLOPED FRAMING, SLOPED 1/4"/FT. 44" HIGH GUARDRAIL/LOW WALL, SEE ELEVATIONS. DOOR WITH KEY FOB ACCESS, SEE DOOR SCHEDULE CORRIDOR WALL - SEE DETAIL SHEET XX 4 3 5 2 1 ELEVATOR - SEE SHEET XX FOR DETAILS AND INFORMATION 6 17 18 8 COLUMN DROP CAP ABOVE, SEE STRUCTURAL DRAWINGS TRASH CHUTE SHALL BE ACCESSIBLE SEE DETAIL 1/A0.16 & 3/D0.3 FOR ADA COMPLIANT WITH CLOSING DOOR AND USABLE AT ALL TIMES AND PER MANUFACTURER'S SPECIFICATION. MANUFACTURER: CHUTES INTERNATIONAL OR EQUAL. RECYCLE CHUTE WITH SELF-CLOSING DOOR. ELECTRICAL VEHICLE CHARGING STATION. SEE ELECTRICAL PLAN ORGANIC CHUTE WITH SELF-CLOSING DOOR SEE 3/D0.3. SEMI-RECESSED FIRE EXTINGUISHER CAB. AT BUILDING LEVELS (SEE DETAIL 12/D0.2) & WALL-MOUNTED FIRE/PORTABLE EXTINGUISHER (10BC RATING) AT BASEMENT LEVELS. (KITCHEN, ELECTRICAL ROOM, MECHANICAL ROOM, PARKING GARAGE) LINE OF WALL/FLOOR ABOVE OR BELOW OVERHANG ABOVE CHANNEL DRAIN 5'-0" X 5'-0" CLEARANCE FOR NEW POWER POLE LONG TERM AND SHORT TERM BICYCLE RACKS, SEE DETAIL XX. WALL MOUNTED BICYCLE RACK AT RESIDENTIAL GARAGES, SEE DETAIL XXX 25 SOFFIT ABOVE. 26 PROVIDE MECHANICAL VENTILATION IN ACCORDANCE WITH THE REQUIREMENTS OF THE CALIFORNIA MECHANICAL CODE. 28 PROVIDE ARTIFICIAL LIGHT THAT IS ADEQUATE TO PROVIDE AN AVERAGE ILLUMINATION OF 10 FOOT-CANDLES OVER THE AREA OF THE ROOM AT A HEIGHT OF 30 INCHES ABOVE THE FLOOR LEVEL 27 SMOKE GUARD MAGNETIC CURTAINS BY SMOKEGUARD MODEL 400 (M400) ICC-ESR-1136 29 BARRIER GATE, SEE DETAIL XX, NON-LATCHING,NON-CLOSING 30 31 32 WHEEL STOP, SEE DETAIL 3/A0.10 33 ENTRANCE PARKING SIGN (TOW AWAY), SEE DETAIL XXXX 34 ACCESSIBLE PARKING SIGN, SEE DETAIL 3/A0.10 VAN/ ACCESSIBLE PARKING SIGN, SEE DETAIL 3/A0.10 35 STAIR EXITS ARE "EXIT ONLY DOORS". 36 DRAIN INLET WITH OVERFLOW. 37 FIRE DEPARTMENT CONNECTION (FDC) 38 WALL AT THIS LOCATION MAXIMUM 5'-0" HIGH TO ALLOW FOR LADDER ACCESS. 39 ROOF HATCH BY KEE HATCH MODEL RHSR-0 4848 40 DETENTION BASIN BELOW SLAB - SEE CIVIL DRAWINGS STANDARD PARKING C S FLOOR DRAIN (DRAIN INLET) EV CHANGER WALL MOUNT UNIT. REFER TO ELECTRICAL DRAWINGS 41 GAS METER. 42 DOWNSPOUT W/ OVERFLOW. F.E. CHANNEL DRAIN 43 SCUPPER. INDICATES SEMI-RECESSED FIRE EXTINGUISHER CAB. AT BUILDING LEVELS & WALL-MOUNTED FIRE EXTINGUISHER AT GROUND LEVEL, POTTER ROEMER #7032 OR EQ. W/ SOLID DOOR COMBINATION 2A-10ABC F.E.. LOCATE F.E. SO THAT FROM ANY POINT WITHIN THE BLDG AN F.E. IS NOT MORE THAN 75' OF TRAVEL DISTANCE. VERIFY PROPOSED LOCATIONS AND QUANTITY AND TYPE OF CAB. W/ THE FIRE INSPECTOR PRIOR TO PURCHASE AND INSTALL.WET STANDPIPE, CLASS 1, FOR FIRE DEPARTMENT USE. SEE FIRE PROTECTION DWGS BY OTHERS FOR ADDITIONAL INFO. AND DETAILS. ROOM NUMBER INDICATES TEMPERED GLASS LOCATION AS PER C.B.C SECTION 2406.1 1 24A ELECTRICAL VEHICLE READY SPACE. SEE ELECTRICAL PLAN 30"x 48" CLEAR FLOOR SPACE THAT ALLOWS A PARALLEL APPROACH OR FORWARD APPROACH AT THE MAILBOX, SEE DETAIL 1/A0.16 METAL STUD WALL FRAMING 44 DRAIN WITH OVERFLOW CONNECT TO SUBTERRANCE. 3 3 SECOND LEVEL BUILDING PLAN NO R T H 1 3/ A 5 . 2 2/ A 5 . 1 1/A5.2 1/ A 5 . 1 2/A5.2 4/ A 5 . 2 3 D0.4 6 D0.4 9 D0.4 15 D0.4 12 D0.4 UP 18R @6.72" EA. DN 18R @6.72" EA. IDF IDF UP 1 8 R @6 . 7 2 " E A . DN 1 8 R @6 . 7 2 " E A . OPEN TO BELOW OPEN TO BELOW OPEN TO BELOW LOBBY BALC. ELEV. STAIR 1 STAIR 3 TRASH BALC.BALC. MASTER BEDROOM LIVING DINING KITCHEN BATH 2BEDROOM 2 BATH BEDROOM KITCHEN LIVING / DINING BALC. LIVING / DINING LIVING / DINING KITCHEN BATH BATH KITCHENKITCHEN BATH BATH KITCHEN BEDROOM BEDROOM BEDROOM BEDROOM BALC.BALC.BALC.BALC. BEDROOM LIVING / DINING KITCHEN BATH W.I.C. MASTER BEDROOM BEDROOM LIVING KITCHEN DINING M. BATH M. BATH BATH CORRIDOR LIVING / DINING LIVING / DINING 31 33 34 35A 35B 36 32 1A 7' - 1 1 / 2 " 11 ' - 6 " 10 ' - 9 1 / 2 " 6' - 6 " 1C 1G 3 1 / 2 " 6' - 9 " 60 ' - 6 " 3 1 / 2 " 3 1/2" 3 1/2" 3 D6.1 4 D6.4 3 D6.3 8 D0.2 5 D0.2 6 D0.2 8 D0.3 5 D0.2 6 D0.2 5 D0.2 6 D0.2 5 D0.2 6 D0.2 5 D0.2 6 D0.2 27 1 20 21 14 14 11 11 3 14 18 18 18 300 S31 S33 310 302 67 ' - 3 " 3 1 / 2 " 3 1 / 2 " 129'-3 1/2" 3 1/2" 303 A1_C2-R 305 A1_M 307 A1_M-R 311 A1_C1-R 309 A1_M 304 B2306 A1_C2 312 B1 308 8 D0.3 13 13 5 5 17 17 7 7718 1Q 1E 1E 1D 1D 1D 1D 1D 1D 1D 1D 1D 1D 1C1 1C1 1D 1D1N 1D1D 1E 1E 1Q 1D 1N 1F 1D 1D 1C 1C 1C 1D 1B 5 1/2" 35'-10"11'-5 1/2"73'-2 1/2"8'-9 1/2" 6' - 0 " 18 ' - 7 " 3 1 / 2 " 3 1/2" 3 1 / 2 " 3 1/2" 3 1 / 2 " 6' - 0 " 31 ' - 0 " 5' - 3 " 25 ' - 0 " 301 OMITTED SOFFIT AT UNIT A1_C1 3 1/2" 3 1/2" 3 1/2" 3 1 / 2 " 3 1 / 2 " 3 1 / 2 " 3 D0.4 3 1 / 2 " SEE A1.1_0 SEE A1.1_1 SEE A1.1_1 SEE A1.1_1 SEE A1.1_1 SEE A1.1_1 SEE A1.2 SEE A1.3 129'-9" 15'-4"22'-11"22'-9"22'-9"22'-9"22'-11"1"1"1"1" 5555 5 8 D3.1 8 D3.1 8 D3.1 1 1 1 1C2 1 1 11 1 1 1 A 3/4" MAX FINISH, TYP 3/4" MAX FINISH, TYP 2 8 D3.1 TYP.TYP. 3/4" MAX FINISH, TYP 3/4" MAX FINISH, TYP 3/4" MAX FINISH, TYP 7 22 3/4" MAX FINISH, TYP2" MAX. FRAME 8 D3.1 3/4" MAX FINISH, TYP 2" M A X . FR A M E 8 D3.1 2" MAX. FRAME 2" MAX. FRAME 2" MAX. FRAME 2" MAX. FRAME 2" MAX. FRAME 3/4" MAX FINISH, TYP 2" MAX. FRAME 32 2 N . H A R B O R B L V D . SA N T A A N A , C A 9 2 7 0 3 SHEET NUMBER 2 0 2 4 0 1 0 SHEET TITLE PROJECT NUMBER REVISIONS NO.DATE NO.DATE HANNOUCHE ARCHITECTS EXPRESSLY RESERVES ITS COMMON LAW COPYRIGHT AND OTHER PROPERTY RIGHTS INHERENT IN THESE PLANS. ALL DRAWINGS, ELECTRONIC FILES, FIELD NOTES AND ASSOCIATED DOCUMENTS ARE INSTRUMENTS OF SERVICE AND ARE THE PROPERTY OF HANNOUCHE ARCHITECTS. ALL INFORMATION CONTAINED IN THESE DRAWINGS, ELECTRONIC FILES, FIELD NOTES AND ASSOCIATED DOCUMENTS IS PROJECT SPECIFIC AND SHALL NOT BE REPRODUCED, DISCLOSED, CHANGED, COPIED, OR USED OTHERWISE IN ANY FORM OR MANNER WHATSOEVER, WITHOUT FIRST OBTAINING THE EXPRESSED WRITTEN PERMISSION AND CONSENT OF HANNOUCHE ARCHITECTS. HANNOUCHE ARCHITECT c 2021 HANNOUCHE ARCHITECTS 949.261.2070 SAMIR HANNOUCHE, ARCHITECT 20250 SW ACACIA ST. #145 NEWPORT BEACH, CA 92660 May 9, 2025 1 CORR 12/10/24 BLDG A CORR 3/18/25 OCFA 2 CORR 4/09/25 BLDG DATE SIGNED2 3 CORR 5/09/25 BLDG A2.5 THIRD LEVEL SCALE: 1/8" = 1'-0" THIRD LEVEL BUILDING PLAN 1.SEE SHEET A0.0 FOR ALL BUILDING /SITE DATA AND BUILDING TABULATION INFORMATION. 2.SEE SHEETS A0.13 THROUGH A0.19 FOR OCCUPANCY CLASSIFICATION, FIRE RATING REQUIREMENTS, RESIDENTIAL AREA TABULATION AND OCCUPANT LOAD / BUILDING AREA MATRIX 3.SEE UNIT PLAN SHEETS FOR ALL UNIT DIMENSIONS, NOTES, DOOR AND WINDOW REFERENCES ETC. 4.SEE MECHANICAL, ELECTRICAL, PLUMBING, LANDSCAPE AND CIVIL DRAWINGS FOR ADDITIONAL UTILITY INFORMATION AND LOCATIONS. 5.SEE LANDSCAPE PLANS FOR HARDSCAPE DIM'S & FEATURES. LANDSCAPE SHOWN FOR REFERENCE ONLY. 6.ALL INTERIOR BEARING WALLS ARE TO BE CONSTRUCTED AS 1-HOUR FIRE RESISTIVE ASSEMBLIES. ALL EXTERIOR BEARING WALLS TO BE CONSTRUCTED AS 1-HOUR FIRE RESISTIVE ASSEMBLIES. 7. AN AUTOMATIC SPRINKLER SYSTEM IS REQUIRED THROUGHOUT ALL BUILDINGS WITH A GROUP "R" FIRE AREA. NOTE ON PLAN. "THIS BUILDING AND GARAGE MUST BE EQUIPPED WITH AN AUTOMATIC FIRE EXTINGUISHING SYSTEM, COMPLYING WITH (NFPA-13); THE SPRINKLER SYSTEM SHALL BE APPROVED BY PLUMBING DIV. PRIOR TO INSTALLATION." (903.2) 8. THIS BUILDING SHALL BE PROVIDED WITH A MANUAL ALARM SYSTEM WITH THE CAPABILITY TO SUPPORT VISIBLE ALARM NOTIFICATION APPLIANCES IN ACCORDANCE WITH NFPA 72". (907.2.9, 907.5.2.3.3, 907.5.2.3.4) 9.PENETRATIONS OF FIRE-RESISTIVE WALLS, FLOOR-CEILINGS AND ROOF CEILINGS SHALL BE PROTECTED AS REQUIRED IN C.B.C SECTIONS 712 AND 713. 10.SEPARATE PERMIT IS REQUIRED FOR PATIO / FENCE WALLS 11.DOUBLE STRIPING OF STALLS SHALL BE PER ZONING CODE SECTION 12.21A5, CHART 5 INDICATES SEMI-RECESSED FIRE EXTINGUISHER CAB. AT BUILDING LEVELS & WALL-MOUNTED FIRE EXTINGUISHER AT BASEMENT LEVELS, POTTER ROEMER #7032 OR EQ. W/ SOLID DOOR COMBINATION 2A-10ABC F.E.. LOCATE F.E. SO THAT FROM ANY POINT WITHIN THE BLDG AN F.E. IS NOT MORE THAN 75' OF TRAVEL DISTANCE. VERIFY PROPOSED LOCATIONS AND QUANTITY AND TYPE OF CAB. W/ THE FIRE INSPECTOR PRIOR TO PURCHASE AND INSTALL. 101 A1 DR WIN WINDOW SYMBOL - SEE SCHEDULE SHEET A-- DOOR SYMBOL - SEE SCHEDULE SHEET A-- BUILDING LEGEND THE TOP NUMBER INDICATES INDIVIDUAL ROOM NUMBER FOR COORDINATION AND IDENTIFICATION OF UNIT DURING CONSTRUCTION. CONTRACTOR TO PROVIDE THIS NUMBER AFFIXED AND MAINTAINED AT EACH UNITS MAIN ENTRY DOOR THROUGH THE DURATION OF CONSTRUCTION. THE BOTTOM NUMBER INDICATES UNIT PLAN TYPE. R = REVERSE PLAN. UNIT TYPE APL ELECTRICAL VEHICLE CHARGING STATION ASSUMED LINES SHOWN ON THIS PLAN ARE FOR THE PURPOSE OF SUBSTANTIATING THE FIRE DISTANCE (PER CBC 702 FIRE DISTANCE DEFINITION #3) AND ALLOWABLE AREA OF OPENINGS (PER CBC 704.8 AND TABLE 704.8) THESE ARE NOT "RECORDED" DEMARCATIONS. PROPERTY LINECOMPACT PARKING ACCESSIBLE PARKING FOR ADDITIONAL INFO. SEE DETAIL XXX ACCESSIBLE THE ELECTRICAL SYSTEM SHALL HAVE SUFFICIENT CAPACITY TO SIMULTANEOUSLY CHARGE ALL DESIGNATED EV SPACES AT THE FULL RATED AMPERAGE OF THE EVSE. PLAN DESIGN SHALL BE BASED UPON A 40-AMPERE MIN. BRANCH CIRCUIT. A SEPARATE ELECTRICAL PERMIT IS REQUIRED. THE SERVICE PANEL OR SUB PANEL CIRCUIT DIRECTORY SHALL IDENTIFY THE OVER CURRENT PROTECTIVE DEVICE SPACE(S) RESERVED FOR FUTURE EV CHARGING PURPOSES AS EV CABABLE IN ACCORDANCE WITH THE LOS ANGELES ELECTRICAL CODE XX WALL TYPE, SEE DETAILS XXXX 2x6 WALL FRAMING 2x4 WALL FRAMING WALL LEGEND TYPICAL CONCRETE FRAMING, SEE STRUCTURAL DRAWINGS CMU WALL, SEE SEE STRUCTURAL DRAWINGS BUILDING GENERAL NOTES DETECTABLE WARNINGS. REFER TO XXX FOR ACCESSIBLE INFORMATION/REQUIREMENTS ACCESSIBLE PATH/STRIPPING AND OTHER WALKWAY/STRIPPING REFER TO XXX FOR PARKING INFORMATION/REQUIREMENTS FIRE HYDRANT 11 10 13 7 19 9 12 14 22 21 23 24 20 BUILDING PLAN KEYNOTES 2-HOUR MECHANICAL VENTILATION SHAFT. PROVIDE 2-HOUR FIRE BARRIERS AT WALLS. REFER TO MECHANICAL PLANS. ELECTRICAL ROOM. SEE ELECTRICAL DRAWINGS. WET STANDPIPE, CLASS 1, FOR FIRE DEPARTMENT USE. SEE FIRE PROTECTION DWGS BY OTHERS FOR ADDITIONAL INFO. AND DETAILS. EXTERIOR SOFFIT - PROVIDE STUCCO FINISH. REFER TO EXTERIOR ELEVATIONS AND WALL SECTIONS FOR SOFFIT DESIGN. 15 16 TYPICAL PARTY WALL. SEE SHEET XX FIXED LADDER ROOF ACCESS INSTALLED PER MANUFACTURE WITH ANTI CLIMB LADDER SECURITY DOOR WITH PADLOCK. SEE DETAIL 9/D1.1 MAIL BOX, LOCATED WITHIN FORTY (40) INCHES OF THE PRIMARY LOCKING DEVICE ON ANY EXTERIO DOOR IT SHALL BE COVERED BY AN INTERIOR HOOD WHICH WILL DISCOURGE MANIPULATION OF THE PRIMARY LOCKING DEVICE. MAIL BOX NOT PART OF THIS SUBMITTAL IDF ROOMS - INTERMEDIATE DISTRIBUTION FRAME, SEE ELECTRICAL PLANS. WALLS TO BE GYPSUM BOARD FINISH, TAPED, WITH 1 COAT OF PAINT. PRIVATE BALCONY A. WALLS: 1 HR. EXTERIOR FINISH SYSTEM. B. CEILING: EXTERIOR PLASTER OR CANOPY (2 LAYERS OF EXTERIOR GYP. BD. ON BOTTOM OF ROOF TRUSS) C. FLOOR (SLAB AT FIRST FLOOR): SECONDARY POUR CONCRETE SLAB. SEE SLAB PLANS AND STRUCTURAL DRAWINGS. D. FLOOR: (UPPER FLOORS) WESTCOAT WATERPROOFING DECK SYSTEM (OR APPROVED EQUAL), MEMBRANE OVER MIN. 3/4" PLYWOOD DECK, OVER 2X SLOPED FRAMING, SLOPED 1/4"/FT. 44" HIGH GUARDRAIL/LOW WALL, SEE ELEVATIONS. DOOR WITH KEY FOB ACCESS, SEE DOOR SCHEDULE CORRIDOR WALL - SEE DETAIL SHEET XX 4 3 5 2 1 ELEVATOR - SEE SHEET XX FOR DETAILS AND INFORMATION 6 17 18 8 COLUMN DROP CAP ABOVE, SEE STRUCTURAL DRAWINGS TRASH CHUTE SHALL BE ACCESSIBLE SEE DETAIL 1/A0.16 & 3/D0.3 FOR ADA COMPLIANT WITH CLOSING DOOR AND USABLE AT ALL TIMES AND PER MANUFACTURER'S SPECIFICATION. MANUFACTURER: CHUTES INTERNATIONAL OR EQUAL. RECYCLE CHUTE WITH SELF-CLOSING DOOR. ELECTRICAL VEHICLE CHARGING STATION. SEE ELECTRICAL PLAN ORGANIC CHUTE WITH SELF-CLOSING DOOR SEE 3/D0.3. SEMI-RECESSED FIRE EXTINGUISHER CAB. AT BUILDING LEVELS (SEE DETAIL 12/D0.2) & WALL-MOUNTED FIRE/PORTABLE EXTINGUISHER (10BC RATING) AT BASEMENT LEVELS. (KITCHEN, ELECTRICAL ROOM, MECHANICAL ROOM, PARKING GARAGE) LINE OF WALL/FLOOR ABOVE OR BELOW OVERHANG ABOVE CHANNEL DRAIN 5'-0" X 5'-0" CLEARANCE FOR NEW POWER POLE LONG TERM AND SHORT TERM BICYCLE RACKS, SEE DETAIL XX. WALL MOUNTED BICYCLE RACK AT RESIDENTIAL GARAGES, SEE DETAIL XXX 25 SOFFIT ABOVE. 26 PROVIDE MECHANICAL VENTILATION IN ACCORDANCE WITH THE REQUIREMENTS OF THE CALIFORNIA MECHANICAL CODE. 28 PROVIDE ARTIFICIAL LIGHT THAT IS ADEQUATE TO PROVIDE AN AVERAGE ILLUMINATION OF 10 FOOT-CANDLES OVER THE AREA OF THE ROOM AT A HEIGHT OF 30 INCHES ABOVE THE FLOOR LEVEL 27 SMOKE GUARD MAGNETIC CURTAINS BY SMOKEGUARD MODEL 400 (M400) ICC-ESR-1136 29 BARRIER GATE, SEE DETAIL XX, NON-LATCHING,NON-CLOSING 30 31 32 WHEEL STOP, SEE DETAIL 3/A0.10 33 ENTRANCE PARKING SIGN (TOW AWAY), SEE DETAIL XXXX 34 ACCESSIBLE PARKING SIGN, SEE DETAIL 3/A0.10 VAN/ ACCESSIBLE PARKING SIGN, SEE DETAIL 3/A0.10 35 STAIR EXITS ARE "EXIT ONLY DOORS". 36 DRAIN INLET WITH OVERFLOW. 37 FIRE DEPARTMENT CONNECTION (FDC) 38 WALL AT THIS LOCATION MAXIMUM 5'-0" HIGH TO ALLOW FOR LADDER ACCESS. 39 ROOF HATCH BY KEE HATCH MODEL RHSR-0 4848 40 DETENTION BASIN BELOW SLAB - SEE CIVIL DRAWINGS STANDARD PARKING C S FLOOR DRAIN (DRAIN INLET) EV CHANGER WALL MOUNT UNIT. REFER TO ELECTRICAL DRAWINGS 41 GAS METER. 42 DOWNSPOUT W/ OVERFLOW. F.E. CHANNEL DRAIN 43 SCUPPER. INDICATES SEMI-RECESSED FIRE EXTINGUISHER CAB. AT BUILDING LEVELS & WALL-MOUNTED FIRE EXTINGUISHER AT GROUND LEVEL, POTTER ROEMER #7032 OR EQ. W/ SOLID DOOR COMBINATION 2A-10ABC F.E.. LOCATE F.E. SO THAT FROM ANY POINT WITHIN THE BLDG AN F.E. IS NOT MORE THAN 75' OF TRAVEL DISTANCE. VERIFY PROPOSED LOCATIONS AND QUANTITY AND TYPE OF CAB. W/ THE FIRE INSPECTOR PRIOR TO PURCHASE AND INSTALL.WET STANDPIPE, CLASS 1, FOR FIRE DEPARTMENT USE. SEE FIRE PROTECTION DWGS BY OTHERS FOR ADDITIONAL INFO. AND DETAILS. ROOM NUMBER INDICATES TEMPERED GLASS LOCATION AS PER C.B.C SECTION 2406.1 1 24A ELECTRICAL VEHICLE READY SPACE. SEE ELECTRICAL PLAN 30"x 48" CLEAR FLOOR SPACE THAT ALLOWS A PARALLEL APPROACH OR FORWARD APPROACH AT THE MAILBOX, SEE DETAIL 1/A0.16 METAL STUD WALL FRAMING 44 DRAIN WITH OVERFLOW CONNECT TO SUBTERRANCE. 3 3 NO R T H 1 3/ A 5 . 2 2/ A 5 . 1 1/A5.2 1/ A 5 . 1 2/A5.2 4/ A 5 . 2 3 D0.4 6 D0.4 9 D0.4 15 D0.4 12 D0.4 DN 1 8 R @6 . 7 2 " E A . DN 18R @6.72" EA. IDF IDF OPEN TO BELOW OPEN TO BELOW OPEN TO BELOW LIVING / DINING STAIR 1 ELEV. LOBBY KITCHEN BEDROOMBEDROOM BATHBATH BALC.BALC.BALC.BALC. BATHBATHBATH CORRIDOR TRASH STAIR 3 BALC. LIVING KITCHEN DINING BEDROOM MASTER BEDROOM W.I.C. M. BATH BATH 2 KITCHEN LIVING/ DINING BALC. BEDROOM BATH BATH M. BATH BEDROOM MASTER BEDROOM LIVING DINING BALC. LIVING / DINING LIVING / DINING BALC. LIVING / DINING LIVING / DINING BEDROOM BEDROOM BEDROOM KITCHENKITCHENKITCHENKITCHEN KITCHEN 41 43 44 45A 45B 46 42 1A 7' - 1 1 / 2 " 11 ' - 6 " 10 ' - 9 1 / 2 " 6' - 5 2 9 / 3 2 " 1C 1G 3 1 / 2 " 6' - 9 " 35 ' - 1 1 " 3 1/2" 15'-4" 3 1/2" 3 1 / 2 " 4 D6.1 5 D6.4 4 D6.3 8 D0.2 5 D0.2 6 D0.2 8 D0.3 5 D0.2 6 D0.2 5 D0.2 6 D0.2 5 D0.2 6 D0.2 5 D0.2 6 D0.2 27 1 20 22 21 10 1010 10 11 11 10 318 10 18 400 S41 S43 410 402 67 ' - 3 " 3 1 / 2 " 3 1 / 2 " 129'-3 1/2" 18 ' - 7 " 3 1 / 2 " 129'-9" 3 1/2" 401 403 A1_C2-R405 A1_M 407 A1_M-R 411 A1_C1-R 409 A1_M 404 B2 406 A1_C2 412 B1 408 8 D0.3 5 55 5 5 47'-3 1/2" 3 1/2" 72'-11" 3 1/2" 5 1/2" 31 ' - 0 " 5' - 3 " 25 ' - 0 " 6' - 0 " 13 13 17 17 35'-10"11'-5 1/2" 7 7 1Q 1E 1E 1D 1D 1D 1D 1D 1D 1D 1D 1D 1D 1C1 1C11D 1D1N 1D 1D 1E 1E 1Q 1D 1N 1D 1D 1C 1C 1C 1D 1B 1F OMITTED SOFFIT AT UNIT A1_C1 3 D0.4 3 1 / 2 " 3 1 / 2 " 3 1 / 2 " 3 1 / 2 " 3 1 / 2 " SEE A1.1_0 SEE A1.1_1 SEE A1.1_1 SEE A1.1_1 SEE A1.1_1 SEE A1.1_1 SEE A1.2 SEE A1.3 15'-4"22'-11"22'-9"22'-9"22'-9"22'-11"1"1"1"1" 3 1/2" 55 8 D3.1 8 D3.1 8 D3.1 1 1 1 1 1 1 1 1 1 1 3/4" MAX FINISH, TYP 2 8 D3.1 TYP.TYP. 3/4" MAX FINISH, TYP 3/4" MAX FINISH, TYP 3/4" MAX FINISH, TYP 2" MAX. FRAME 2" MAX. FRAME 2" MAX. FRAME 2" MAX. FRAME 2" MAX. FRAME 3/4" MAX FINISH, TYP 2" MAX. FRAME 8 D3.1 8 D3.1 TYP. 3/4" MAX FINISH, TYP 2" M A X . FR A M E 3 1/2" 3 1 / 2 " 3/4" MAX FINISH, TYP 2" MAX. FRAME 16 32 2 N . H A R B O R B L V D . SA N T A A N A , C A 9 2 7 0 3 SHEET NUMBER 2 0 2 4 0 1 0 SHEET TITLE PROJECT NUMBER REVISIONS NO.DATE NO.DATE HANNOUCHE ARCHITECTS EXPRESSLY RESERVES ITS COMMON LAW COPYRIGHT AND OTHER PROPERTY RIGHTS INHERENT IN THESE PLANS. ALL DRAWINGS, ELECTRONIC FILES, FIELD NOTES AND ASSOCIATED DOCUMENTS ARE INSTRUMENTS OF SERVICE AND ARE THE PROPERTY OF HANNOUCHE ARCHITECTS. ALL INFORMATION CONTAINED IN THESE DRAWINGS, ELECTRONIC FILES, FIELD NOTES AND ASSOCIATED DOCUMENTS IS PROJECT SPECIFIC AND SHALL NOT BE REPRODUCED, DISCLOSED, CHANGED, COPIED, OR USED OTHERWISE IN ANY FORM OR MANNER WHATSOEVER, WITHOUT FIRST OBTAINING THE EXPRESSED WRITTEN PERMISSION AND CONSENT OF HANNOUCHE ARCHITECTS. HANNOUCHE ARCHITECT c 2021 HANNOUCHE ARCHITECTS 949.261.2070 SAMIR HANNOUCHE, ARCHITECT 20250 SW ACACIA ST. #145 NEWPORT BEACH, CA 92660 May 9, 2025 1 CORR 12/10/24 BLDG A CORR 3/18/25 OCFA 2 CORR 4/09/25 BLDG DATE SIGNED2 3 CORR 5/09/25 BLDG A2.6 FOURTH LEVEL SCALE: 1/8" = 1'-0" FOURTH LEVEL BUILDING PLAN 1.SEE SHEET A0.0 FOR ALL BUILDING /SITE DATA AND BUILDING TABULATION INFORMATION. 2.SEE SHEETS A0.13 THROUGH A0.19 FOR OCCUPANCY CLASSIFICATION, FIRE RATING REQUIREMENTS, RESIDENTIAL AREA TABULATION AND OCCUPANT LOAD / BUILDING AREA MATRIX 3.SEE UNIT PLAN SHEETS FOR ALL UNIT DIMENSIONS, NOTES, DOOR AND WINDOW REFERENCES ETC. 4.SEE MECHANICAL, ELECTRICAL, PLUMBING, LANDSCAPE AND CIVIL DRAWINGS FOR ADDITIONAL UTILITY INFORMATION AND LOCATIONS. 5.SEE LANDSCAPE PLANS FOR HARDSCAPE DIM'S & FEATURES. LANDSCAPE SHOWN FOR REFERENCE ONLY. 6.ALL INTERIOR BEARING WALLS ARE TO BE CONSTRUCTED AS 1-HOUR FIRE RESISTIVE ASSEMBLIES. ALL EXTERIOR BEARING WALLS TO BE CONSTRUCTED AS 1-HOUR FIRE RESISTIVE ASSEMBLIES. 7. AN AUTOMATIC SPRINKLER SYSTEM IS REQUIRED THROUGHOUT ALL BUILDINGS WITH A GROUP "R" FIRE AREA. NOTE ON PLAN. "THIS BUILDING AND GARAGE MUST BE EQUIPPED WITH AN AUTOMATIC FIRE EXTINGUISHING SYSTEM, COMPLYING WITH (NFPA-13); THE SPRINKLER SYSTEM SHALL BE APPROVED BY PLUMBING DIV. PRIOR TO INSTALLATION." (903.2) 8. THIS BUILDING SHALL BE PROVIDED WITH A MANUAL ALARM SYSTEM WITH THE CAPABILITY TO SUPPORT VISIBLE ALARM NOTIFICATION APPLIANCES IN ACCORDANCE WITH NFPA 72". (907.2.9, 907.5.2.3.3, 907.5.2.3.4) 9.PENETRATIONS OF FIRE-RESISTIVE WALLS, FLOOR-CEILINGS AND ROOF CEILINGS SHALL BE PROTECTED AS REQUIRED IN C.B.C SECTIONS 712 AND 713. 10.SEPARATE PERMIT IS REQUIRED FOR PATIO / FENCE WALLS 11.DOUBLE STRIPING OF STALLS SHALL BE PER ZONING CODE SECTION 12.21A5, CHART 5 INDICATES SEMI-RECESSED FIRE EXTINGUISHER CAB. AT BUILDING LEVELS & WALL-MOUNTED FIRE EXTINGUISHER AT BASEMENT LEVELS, POTTER ROEMER #7032 OR EQ. W/ SOLID DOOR COMBINATION 2A-10ABC F.E.. LOCATE F.E. SO THAT FROM ANY POINT WITHIN THE BLDG AN F.E. IS NOT MORE THAN 75' OF TRAVEL DISTANCE. VERIFY PROPOSED LOCATIONS AND QUANTITY AND TYPE OF CAB. W/ THE FIRE INSPECTOR PRIOR TO PURCHASE AND INSTALL. 101 A1 DR WIN WINDOW SYMBOL - SEE SCHEDULE SHEET A-- DOOR SYMBOL - SEE SCHEDULE SHEET A-- BUILDING LEGEND THE TOP NUMBER INDICATES INDIVIDUAL ROOM NUMBER FOR COORDINATION AND IDENTIFICATION OF UNIT DURING CONSTRUCTION. CONTRACTOR TO PROVIDE THIS NUMBER AFFIXED AND MAINTAINED AT EACH UNITS MAIN ENTRY DOOR THROUGH THE DURATION OF CONSTRUCTION. THE BOTTOM NUMBER INDICATES UNIT PLAN TYPE. R = REVERSE PLAN. UNIT TYPE APL ELECTRICAL VEHICLE CHARGING STATION ASSUMED LINES SHOWN ON THIS PLAN ARE FOR THE PURPOSE OF SUBSTANTIATING THE FIRE DISTANCE (PER CBC 702 FIRE DISTANCE DEFINITION #3) AND ALLOWABLE AREA OF OPENINGS (PER CBC 704.8 AND TABLE 704.8) THESE ARE NOT "RECORDED" DEMARCATIONS. PROPERTY LINECOMPACT PARKING ACCESSIBLE PARKING FOR ADDITIONAL INFO. SEE DETAIL XXX ACCESSIBLE THE ELECTRICAL SYSTEM SHALL HAVE SUFFICIENT CAPACITY TO SIMULTANEOUSLY CHARGE ALL DESIGNATED EV SPACES AT THE FULL RATED AMPERAGE OF THE EVSE. PLAN DESIGN SHALL BE BASED UPON A 40-AMPERE MIN. BRANCH CIRCUIT. A SEPARATE ELECTRICAL PERMIT IS REQUIRED. THE SERVICE PANEL OR SUB PANEL CIRCUIT DIRECTORY SHALL IDENTIFY THE OVER CURRENT PROTECTIVE DEVICE SPACE(S) RESERVED FOR FUTURE EV CHARGING PURPOSES AS EV CABABLE IN ACCORDANCE WITH THE LOS ANGELES ELECTRICAL CODE XX WALL TYPE, SEE DETAILS XXXX 2x6 WALL FRAMING 2x4 WALL FRAMING WALL LEGEND TYPICAL CONCRETE FRAMING, SEE STRUCTURAL DRAWINGS CMU WALL, SEE SEE STRUCTURAL DRAWINGS BUILDING GENERAL NOTES DETECTABLE WARNINGS. REFER TO XXX FOR ACCESSIBLE INFORMATION/REQUIREMENTS ACCESSIBLE PATH/STRIPPING AND OTHER WALKWAY/STRIPPING REFER TO XXX FOR PARKING INFORMATION/REQUIREMENTS FIRE HYDRANT 11 10 13 7 19 9 12 14 22 21 23 24 20 BUILDING PLAN KEYNOTES 2-HOUR MECHANICAL VENTILATION SHAFT. PROVIDE 2-HOUR FIRE BARRIERS AT WALLS. REFER TO MECHANICAL PLANS. ELECTRICAL ROOM. SEE ELECTRICAL DRAWINGS. WET STANDPIPE, CLASS 1, FOR FIRE DEPARTMENT USE. SEE FIRE PROTECTION DWGS BY OTHERS FOR ADDITIONAL INFO. AND DETAILS. EXTERIOR SOFFIT - PROVIDE STUCCO FINISH. REFER TO EXTERIOR ELEVATIONS AND WALL SECTIONS FOR SOFFIT DESIGN. 15 16 TYPICAL PARTY WALL. SEE SHEET XX FIXED LADDER ROOF ACCESS INSTALLED PER MANUFACTURE WITH ANTI CLIMB LADDER SECURITY DOOR WITH PADLOCK. SEE DETAIL 9/D1.1 MAIL BOX, LOCATED WITHIN FORTY (40) INCHES OF THE PRIMARY LOCKING DEVICE ON ANY EXTERIO DOOR IT SHALL BE COVERED BY AN INTERIOR HOOD WHICH WILL DISCOURGE MANIPULATION OF THE PRIMARY LOCKING DEVICE. MAIL BOX NOT PART OF THIS SUBMITTAL IDF ROOMS - INTERMEDIATE DISTRIBUTION FRAME, SEE ELECTRICAL PLANS. WALLS TO BE GYPSUM BOARD FINISH, TAPED, WITH 1 COAT OF PAINT. PRIVATE BALCONY A. WALLS: 1 HR. EXTERIOR FINISH SYSTEM. B. CEILING: EXTERIOR PLASTER OR CANOPY (2 LAYERS OF EXTERIOR GYP. BD. ON BOTTOM OF ROOF TRUSS) C. FLOOR (SLAB AT FIRST FLOOR): SECONDARY POUR CONCRETE SLAB. SEE SLAB PLANS AND STRUCTURAL DRAWINGS. D. FLOOR: (UPPER FLOORS) WESTCOAT WATERPROOFING DECK SYSTEM (OR APPROVED EQUAL), MEMBRANE OVER MIN. 3/4" PLYWOOD DECK, OVER 2X SLOPED FRAMING, SLOPED 1/4"/FT. 44" HIGH GUARDRAIL/LOW WALL, SEE ELEVATIONS. DOOR WITH KEY FOB ACCESS, SEE DOOR SCHEDULE CORRIDOR WALL - SEE DETAIL SHEET XX 4 3 5 2 1 ELEVATOR - SEE SHEET XX FOR DETAILS AND INFORMATION 6 17 18 8 COLUMN DROP CAP ABOVE, SEE STRUCTURAL DRAWINGS TRASH CHUTE SHALL BE ACCESSIBLE SEE DETAIL 1/A0.16 & 3/D0.3 FOR ADA COMPLIANT WITH CLOSING DOOR AND USABLE AT ALL TIMES AND PER MANUFACTURER'S SPECIFICATION. MANUFACTURER: CHUTES INTERNATIONAL OR EQUAL. RECYCLE CHUTE WITH SELF-CLOSING DOOR. ELECTRICAL VEHICLE CHARGING STATION. SEE ELECTRICAL PLAN ORGANIC CHUTE WITH SELF-CLOSING DOOR SEE 3/D0.3. SEMI-RECESSED FIRE EXTINGUISHER CAB. AT BUILDING LEVELS (SEE DETAIL 12/D0.2) & WALL-MOUNTED FIRE/PORTABLE EXTINGUISHER (10BC RATING) AT BASEMENT LEVELS. (KITCHEN, ELECTRICAL ROOM, MECHANICAL ROOM, PARKING GARAGE) LINE OF WALL/FLOOR ABOVE OR BELOW OVERHANG ABOVE CHANNEL DRAIN 5'-0" X 5'-0" CLEARANCE FOR NEW POWER POLE LONG TERM AND SHORT TERM BICYCLE RACKS, SEE DETAIL XX. WALL MOUNTED BICYCLE RACK AT RESIDENTIAL GARAGES, SEE DETAIL XXX 25 SOFFIT ABOVE. 26 PROVIDE MECHANICAL VENTILATION IN ACCORDANCE WITH THE REQUIREMENTS OF THE CALIFORNIA MECHANICAL CODE. 28 PROVIDE ARTIFICIAL LIGHT THAT IS ADEQUATE TO PROVIDE AN AVERAGE ILLUMINATION OF 10 FOOT-CANDLES OVER THE AREA OF THE ROOM AT A HEIGHT OF 30 INCHES ABOVE THE FLOOR LEVEL 27 SMOKE GUARD MAGNETIC CURTAINS BY SMOKEGUARD MODEL 400 (M400) ICC-ESR-1136 29 BARRIER GATE, SEE DETAIL XX, NON-LATCHING,NON-CLOSING 30 31 32 WHEEL STOP, SEE DETAIL 3/A0.10 33 ENTRANCE PARKING SIGN (TOW AWAY), SEE DETAIL XXXX 34 ACCESSIBLE PARKING SIGN, SEE DETAIL 3/A0.10 VAN/ ACCESSIBLE PARKING SIGN, SEE DETAIL 3/A0.10 35 STAIR EXITS ARE "EXIT ONLY DOORS". 36 DRAIN INLET WITH OVERFLOW. 37 FIRE DEPARTMENT CONNECTION (FDC) 38 WALL AT THIS LOCATION MAXIMUM 5'-0" HIGH TO ALLOW FOR LADDER ACCESS. 39 ROOF HATCH BY KEE HATCH MODEL RHSR-0 4848 40 DETENTION BASIN BELOW SLAB - SEE CIVIL DRAWINGS STANDARD PARKING C S FLOOR DRAIN (DRAIN INLET) EV CHANGER WALL MOUNT UNIT. REFER TO ELECTRICAL DRAWINGS 41 GAS METER. 42 DOWNSPOUT W/ OVERFLOW. F.E. CHANNEL DRAIN 43 SCUPPER. INDICATES SEMI-RECESSED FIRE EXTINGUISHER CAB. AT BUILDING LEVELS & WALL-MOUNTED FIRE EXTINGUISHER AT GROUND LEVEL, POTTER ROEMER #7032 OR EQ. W/ SOLID DOOR COMBINATION 2A-10ABC F.E.. LOCATE F.E. SO THAT FROM ANY POINT WITHIN THE BLDG AN F.E. IS NOT MORE THAN 75' OF TRAVEL DISTANCE. VERIFY PROPOSED LOCATIONS AND QUANTITY AND TYPE OF CAB. W/ THE FIRE INSPECTOR PRIOR TO PURCHASE AND INSTALL.WET STANDPIPE, CLASS 1, FOR FIRE DEPARTMENT USE. SEE FIRE PROTECTION DWGS BY OTHERS FOR ADDITIONAL INFO. AND DETAILS. ROOM NUMBER INDICATES TEMPERED GLASS LOCATION AS PER C.B.C SECTION 2406.1 1 24A ELECTRICAL VEHICLE READY SPACE. SEE ELECTRICAL PLAN 30"x 48" CLEAR FLOOR SPACE THAT ALLOWS A PARALLEL APPROACH OR FORWARD APPROACH AT THE MAILBOX, SEE DETAIL 1/A0.16 METAL STUD WALL FRAMING 44 DRAIN WITH OVERFLOW CONNECT TO SUBTERRANCE. 3 3 NO R T H 1 UP 2 6 R @6 . 9 " E A . UP TEXT 12 " C O N C R E T E W A L L HC EV HC HC ACCESSIBLE VAN 2 14 3 5 6 7 8 11 10 9 12 13 22 21 20 19 18 17 16 15 14 STAIR 2 OPEN TO ABOVE NO PARKINGNO PARKING OPEN TO ABOVE OPEN TO SKY LOBBY 14'-1" ELEV.ELEV. MECH. 14'-1" STAIR 1 ELEC. ROOM 14'-1" BOILER ROOM 14'-1" WASTE ROOM 14'-1" STORAGE ROOM 14'-1" GARAGE 32 2 N . H A R B O R B L V D . SA N T A A N A , C A 9 2 7 0 3 SHEET NUMBER 2 0 2 4 0 1 0 SHEET TITLE PROJECT NUMBER REVISIONS NO.DATE NO.DATE HANNOUCHE ARCHITECTS EXPRESSLY RESERVES ITS COMMON LAW COPYRIGHT AND OTHER PROPERTY RIGHTS INHERENT IN THESE PLANS. ALL DRAWINGS, ELECTRONIC FILES, FIELD NOTES AND ASSOCIATED DOCUMENTS ARE INSTRUMENTS OF SERVICE AND ARE THE PROPERTY OF HANNOUCHE ARCHITECTS. ALL INFORMATION CONTAINED IN THESE DRAWINGS, ELECTRONIC FILES, FIELD NOTES AND ASSOCIATED DOCUMENTS IS PROJECT SPECIFIC AND SHALL NOT BE REPRODUCED, DISCLOSED, CHANGED, COPIED, OR USED OTHERWISE IN ANY FORM OR MANNER WHATSOEVER, WITHOUT FIRST OBTAINING THE EXPRESSED WRITTEN PERMISSION AND CONSENT OF HANNOUCHE ARCHITECTS. HANNOUCHE ARCHITECT c 2021 HANNOUCHE ARCHITECTS 949.261.2070 SAMIR HANNOUCHE, ARCHITECT 20250 SW ACACIA ST. #145 NEWPORT BEACH, CA 92660 May 9, 2025 1 CORR 12/10/24 BLDG A CORR 3/18/25 OCFA 2 CORR 4/09/25 BLDG DATE SIGNED2 3 CORR 5/09/25 BLDG A2.7 GROUND LEVEL REFLECTED CEILING PLAN SCALE: 1/8" = 1'-0" GROUND LEVEL REFLECTED CEILING PLAN EXHAUST FAN - RECESSED CEILING-MOUNTED. FANS SHALL BE ENERGY STAR COMPLIANT TERMINATING TO OUTSIDE OF THE BUILDING. FANS NOT FUNCTIONING AS A WHOLE VENTILATION SYSTEM MUST BE CONTROLLED BY HUMIDITY CONTROL SMOKE DETECTOR PERMANENTLY WIRED W/ BATTERY BACKUP W/ LOW BATTERY SIGNAL MAINTAIN 36" MINIMUM CLEARANCE & HVAC SUPPLY/RETURN REGISTERS. REFER TO MECHANICAL AND ELECTRICAL DWG'S. DETECTORS SHALL SOUND AN ALARM AUDIBLE IN ALL SLEEPING AREAS OF THE UNIT CARBON MONOXIDE / SMOKE DETECTOR COMBINATION ALARM. INTERCONNECTED AND PERMANENTLY HARDWIRED RCP LEGEND LIGHT FIXTURE - RECESSED CEILING-MOUNTED LIGHT FIXTURE - HANGING CEILING PENDANT CEILING FAN UNIT DROP SOFFIT, VERIFY WITH OWNER TO COORDINATE WITH MECHANICAL AND STRUCTURAL REQUIREMENT/DWGS DROP SOFFIT/CEILING HEIGHT TO BE VERIFIED WITH OWNER . BATH, KITCHEN, TOILET, LAUNDRY ROOM - SHALL NOT HAVE LESS THAN 7 FT CEILING HEIGHT X'-X" 1X4 LED SURFACE MOUNT 20" DIA. SURFACE MOUNT CM SD H THE INFORMATION SHOWN HERE ARE FOR REFERENCE ONLY. REFER TO ELECTRICAL PLANS NO R T H 1 UP 1 8 R @6 . 7 2 " E A . J J J J SC J J SC DN 26 R UP 18R @6.72" EA. DN 26R @6.9" EA. STAIR 1 ELEV. LOBBY 9'-1" LIVING / DINING 9'-1" KITCHEN 9'-1" BATH 9'-1" BATH 9'-1" BEDROOM 9'-1" BEDROOM 9'-1" BEDROOM 9'-1" BEDROOM 9'-1" BEDROOM 9'-1" BALC.BALC. KITCHEN 9'-1" KITCHEN 9'-1" KITCHEN 10'-1" BATH 9'-1" BATH 9'-1" BATH 9'-1" CORRIDOR 9'-1" KITCHEN 9'-1" KITCHEN 9'-1" OFFICE 9'-1" POWDER 9'-1" SITTING 9'-1" COMMUNITY 9'-1" COMMOM OPEN DECK STAIR 2 STAIR 3 BALC. LIVING / DINING 9'-1" BEDROOM 9'-1" TRASH KITCHEN 9'-1" BATH 9'-1" FITNESS RM 9'-1" BALC.BALC.BALC. LIVING / DINING 9'-1" LIVING / DINING 9'-1" LIVING / DINING 9'-1" LIVING / DINING 9'-1" 32 2 N . H A R B O R B L V D . SA N T A A N A , C A 9 2 7 0 3 SHEET NUMBER 2 0 2 4 0 1 0 SHEET TITLE PROJECT NUMBER REVISIONS NO.DATE NO.DATE HANNOUCHE ARCHITECTS EXPRESSLY RESERVES ITS COMMON LAW COPYRIGHT AND OTHER PROPERTY RIGHTS INHERENT IN THESE PLANS. ALL DRAWINGS, ELECTRONIC FILES, FIELD NOTES AND ASSOCIATED DOCUMENTS ARE INSTRUMENTS OF SERVICE AND ARE THE PROPERTY OF HANNOUCHE ARCHITECTS. ALL INFORMATION CONTAINED IN THESE DRAWINGS, ELECTRONIC FILES, FIELD NOTES AND ASSOCIATED DOCUMENTS IS PROJECT SPECIFIC AND SHALL NOT BE REPRODUCED, DISCLOSED, CHANGED, COPIED, OR USED OTHERWISE IN ANY FORM OR MANNER WHATSOEVER, WITHOUT FIRST OBTAINING THE EXPRESSED WRITTEN PERMISSION AND CONSENT OF HANNOUCHE ARCHITECTS. HANNOUCHE ARCHITECT c 2021 HANNOUCHE ARCHITECTS 949.261.2070 SAMIR HANNOUCHE, ARCHITECT 20250 SW ACACIA ST. #145 NEWPORT BEACH, CA 92660 May 9, 2025 1 CORR 12/10/24 BLDG A CORR 3/18/25 OCFA 2 CORR 4/09/25 BLDG DATE SIGNED2 3 CORR 5/09/25 BLDG A2.8 SECOND LEVEL REFLECTED CEILING PLAN SCALE: 1/8" = 1'-0" SECOND LEVEL REFLECTED CEILING PLAN EXHAUST FAN - RECESSED CEILING-MOUNTED. FANS SHALL BE ENERGY STAR COMPLIANT TERMINATING TO OUTSIDE OF THE BUILDING. FANS NOT FUNCTIONING AS A WHOLE VENTILATION SYSTEM MUST BE CONTROLLED BY HUMIDITY CONTROL SMOKE DETECTOR PERMANENTLY WIRED W/ BATTERY BACKUP W/ LOW BATTERY SIGNAL MAINTAIN 36" MINIMUM CLEARANCE & HVAC SUPPLY/RETURN REGISTERS. REFER TO MECHANICAL AND ELECTRICAL DWG'S. DETECTORS SHALL SOUND AN ALARM AUDIBLE IN ALL SLEEPING AREAS OF THE UNIT CARBON MONOXIDE / SMOKE DETECTOR COMBINATION ALARM. INTERCONNECTED AND PERMANENTLY HARDWIRED RCP LEGEND LIGHT FIXTURE - RECESSED CEILING-MOUNTED LIGHT FIXTURE - HANGING CEILING PENDANT CEILING FAN UNIT DROP SOFFIT, VERIFY WITH OWNER TO COORDINATE WITH MECHANICAL AND STRUCTURAL REQUIREMENT/DWGS DROP SOFFIT/CEILING HEIGHT TO BE VERIFIED WITH OWNER . BATH, KITCHEN, TOILET, LAUNDRY ROOM - SHALL NOT HAVE LESS THAN 7 FT CEILING HEIGHT X'-X" 1X4 LED SURFACE MOUNT 20" DIA. SURFACE MOUNT CM SD H THE INFORMATION SHOWN HERE ARE FOR REFERENCE ONLY. REFER TO ELECTRICAL PLANS NO R T H 1 UP 18R @6.72" EA. DN 18R @6.72" EA. J SD J J SD SC UP 1 8 R @6 . 7 2 " E A . DN 1 8 R @6 . 7 2 " E A . LOBBY 9'-1" BALC. ELEV. STAIR 1 STAIR 3 TRASH BALC.BALC. MASTER BEDROOM 9'-1" LIVING 9'-1" DINING 9'-1" KITCHEN 9'-1" BATH 2 9'-1" BEDROOM 2 9'-1" BATH 9'-0" BEDROOM 9'-1" KITCHEN 9'-0" LIVING / DINING 9'-1" BALC. LIVING / DINING 9'-1" LIVING / DINING 9'-1" KITCHEN 9'-0" BATH 9'-0" BATH 9'-0" KITCHEN 9'-1" KITCHEN 9'-1" BATH 9'-1" BATH 9'-1" KITCHEN 9'-1" BEDROOM 9'-1" BEDROOM 9'-1" BEDROOM 9'-1" BEDROOM 9'-1" BALC.BALC.BALC.BALC. BEDROOM 9'-1" LIVING / DINING 9'-1" KITCHEN 9'-1" BATH 9'-1" W.I.C. 9'-1" MASTER BEDROOM 9'-1" BEDROOM 9'-1" LIVING 9'-1"KITCHEN 9'-1" DINING 9'-1" M. BATH 9'-1" M. BATH 9'-1"BATH 9'-1" CORRIDOR 9'-1" LIVING / DINING 9'-1" LIVING / DINING 9'-1" 32 2 N . H A R B O R B L V D . SA N T A A N A , C A 9 2 7 0 3 SHEET NUMBER 2 0 2 4 0 1 0 SHEET TITLE PROJECT NUMBER REVISIONS NO.DATE NO.DATE HANNOUCHE ARCHITECTS EXPRESSLY RESERVES ITS COMMON LAW COPYRIGHT AND OTHER PROPERTY RIGHTS INHERENT IN THESE PLANS. ALL DRAWINGS, ELECTRONIC FILES, FIELD NOTES AND ASSOCIATED DOCUMENTS ARE INSTRUMENTS OF SERVICE AND ARE THE PROPERTY OF HANNOUCHE ARCHITECTS. ALL INFORMATION CONTAINED IN THESE DRAWINGS, ELECTRONIC FILES, FIELD NOTES AND ASSOCIATED DOCUMENTS IS PROJECT SPECIFIC AND SHALL NOT BE REPRODUCED, DISCLOSED, CHANGED, COPIED, OR USED OTHERWISE IN ANY FORM OR MANNER WHATSOEVER, WITHOUT FIRST OBTAINING THE EXPRESSED WRITTEN PERMISSION AND CONSENT OF HANNOUCHE ARCHITECTS. HANNOUCHE ARCHITECT c 2021 HANNOUCHE ARCHITECTS 949.261.2070 SAMIR HANNOUCHE, ARCHITECT 20250 SW ACACIA ST. #145 NEWPORT BEACH, CA 92660 May 9, 2025 1 CORR 12/10/24 BLDG A CORR 3/18/25 OCFA 2 CORR 4/09/25 BLDG DATE SIGNED2 3 CORR 5/09/25 BLDG A2.9 THIRD LEVEL REFLECTED CEILING PLAN SCALE: 1/8" = 1'-0" THIRD LEVEL REFLECTED CEILING PLAN EXHAUST FAN - RECESSED CEILING-MOUNTED. FANS SHALL BE ENERGY STAR COMPLIANT TERMINATING TO OUTSIDE OF THE BUILDING. FANS NOT FUNCTIONING AS A WHOLE VENTILATION SYSTEM MUST BE CONTROLLED BY HUMIDITY CONTROL SMOKE DETECTOR PERMANENTLY WIRED W/ BATTERY BACKUP W/ LOW BATTERY SIGNAL MAINTAIN 36" MINIMUM CLEARANCE & HVAC SUPPLY/RETURN REGISTERS. REFER TO MECHANICAL AND ELECTRICAL DWG'S. DETECTORS SHALL SOUND AN ALARM AUDIBLE IN ALL SLEEPING AREAS OF THE UNIT CARBON MONOXIDE / SMOKE DETECTOR COMBINATION ALARM. INTERCONNECTED AND PERMANENTLY HARDWIRED RCP LEGEND LIGHT FIXTURE - RECESSED CEILING-MOUNTED LIGHT FIXTURE - HANGING CEILING PENDANT CEILING FAN UNIT DROP SOFFIT, VERIFY WITH OWNER TO COORDINATE WITH MECHANICAL AND STRUCTURAL REQUIREMENT/DWGS DROP SOFFIT/CEILING HEIGHT TO BE VERIFIED WITH OWNER . BATH, KITCHEN, TOILET, LAUNDRY ROOM - SHALL NOT HAVE LESS THAN 7 FT CEILING HEIGHT X'-X" 1X4 LED SURFACE MOUNT 20" DIA. SURFACE MOUNT CM SD H THE INFORMATION SHOWN HERE ARE FOR REFERENCE ONLY. REFER TO ELECTRICAL PLANS NO R T H 1 3/ A 5 . 2 2/ A 5 . 1 1/A5.2 1/ A 5 . 1 2/A5.2 3/A6.2 4/ A 5 . 2 3 D0.4 6 D0.4 9 D0.4 15 D0.4 12 D0.4 1/4:12 SLOPE 1/4:12 SLOPE 1/4:12 SLOPE 1/4:12 SLOPE OPEN TO GARAGE LEVEL 3 TYP 16 10 12 TYP 17 TYP 6 TYP 17 TYP 1 TYP 1 TYP 3 TYP 14 2 TYP 2 TYP 13 TYP 17 TYP 13 TYP 11 5 TYP 3 TYP 5 TYP 4 TYP 4 TYP 2' - 0 " 3'-0"2' - 0 " 2'-0" 2' - 0 " 2'-0" 2' - 0 " 13 TYP 13 TYP 32 2 N . H A R B O R B L V D . SA N T A A N A , C A 9 2 7 0 3 SHEET NUMBER 2 0 2 4 0 1 0 SHEET TITLE PROJECT NUMBER REVISIONS NO.DATE NO.DATE HANNOUCHE ARCHITECTS EXPRESSLY RESERVES ITS COMMON LAW COPYRIGHT AND OTHER PROPERTY RIGHTS INHERENT IN THESE PLANS. ALL DRAWINGS, ELECTRONIC FILES, FIELD NOTES AND ASSOCIATED DOCUMENTS ARE INSTRUMENTS OF SERVICE AND ARE THE PROPERTY OF HANNOUCHE ARCHITECTS. ALL INFORMATION CONTAINED IN THESE DRAWINGS, ELECTRONIC FILES, FIELD NOTES AND ASSOCIATED DOCUMENTS IS PROJECT SPECIFIC AND SHALL NOT BE REPRODUCED, DISCLOSED, CHANGED, COPIED, OR USED OTHERWISE IN ANY FORM OR MANNER WHATSOEVER, WITHOUT FIRST OBTAINING THE EXPRESSED WRITTEN PERMISSION AND CONSENT OF HANNOUCHE ARCHITECTS. HANNOUCHE ARCHITECT c 2021 HANNOUCHE ARCHITECTS 949.261.2070 SAMIR HANNOUCHE, ARCHITECT 20250 SW ACACIA ST. #145 NEWPORT BEACH, CA 92660 May 9, 2025 1 CORR 12/10/24 BLDG A CORR 3/18/25 OCFA 2 CORR 4/09/25 BLDG DATE SIGNED2 3 CORR 5/09/25 BLDG A3.1 ROOF PLAN SCALE: 1/8" = 1'-0" ROOF PLAN MECHANICAL EQUIPMENT (MAINTENANCE) SERVICE WALKWAY PADS, 36" WIDE. 30" X 54" ATTIC ACCESS DOOR AT CEILING BELOW- 1-HOUR FIRE RATED ASSEMBLY WITH KEY LOCKING HARDWARE. SEE DETAIL X/ADX.X LEGEND PRIMARY ROOF SLOPE: 1/4" PER FT. MIN. SLOPE TO SPECIFIED HEIGHTS. 1/4:12 SLOPE 4'-0" WIDE NO ROOF PENETRATION ZONE BOTH SIDES OF FIRE WALL C.B.C. SECTION 706.6. NO PENETRATIONS PERMITTED. AIR CONDITIONING CONDENSER LOCATION - PER MECHANICAL PLAN FOR ACTUAL LOCATIONS LOW ROOF SLOPE OR HIGH ROOF FLAT ROOF SEE PLAN SHIP LADDER PER FIRE DEPARTMENT ACCESS REQUIREMENTS. SEE DETAIL 2/A9.16 ELEVATIONSECTION PLAN VIEW CRICKET 1/4" PER FOOT MIN. SLOPE (U.N.O.) SPOT ELEVATION, INDICATES ELEVATION AS SHOWN OR WHERE SHOWN AND LABELED. MECHANICAL SHAFT VENT COVER, SEE MECHANICAL DRAWINGS. FLASH PENETRATION AT ROOF ILLUMINATED EXIT SIGN W/ BATTERY BACK-UP & FLOOR LEVEL EXIT SIGN PER CBC 1011. SEE ELECTRICAL DRAWINGS FOR MORE INFORMATION. T.O.S. X'-X" COMBINATION ROOF DRAIN AND OVERFLOW DRAIN. PROVIDE MAIN DRAIN PIPING AS INDICATED ON ROOF PLAN. PROVIDE OVERFLOW DRAIN PIPING TO SCUPPER OUT OF BUILDING ABOVE TOP PLATE. SEE DETAIL X/XX ROOF TIEBACK WITH CATENARY LINE ATTIC VENTILATION CALCULATION PER C.B.C. SECTION 1203.2 ATTIC SPACES: ENCLOSED ATTICS AND ENCLOSED RAFTER SPACES FORMED WHERE CEILINGS ARE APPLIED DIRECTLY TO THE UNDERSIDE OF ROOF FRAMING MEMBERS SHALL HAVE CROSS VENTILATION FOR EACH SEPARATE SPACE BY VENTILATING OPENINGS PROTECTED AGAINST THE ENTRANCE OF RAIN AND SNOW. BLOCKING AND BRIDGING SHALL BE ARRANGED SO AS NOT TO INTERFERE WITH THE MOVEMENT OF AIR. A MINIMUM OF 1 INCH (25 MM) OF AIRSPACE SHALL BE PROVIDED BETWEEN THE INSULATION AND THE ROOF SHEATHING. THE NET FREE VENTILATING AREA SHALL NOT BE LESS THAN 1/150 OF THE AREA OF THE SPACE VENTILATED. ATTIC VENT CALCULATION 1.1/150th OF THE ATTIC AREA IS THE MINIMUM AREA REQUIRED FOR FREE AIR MOVEMENT VENTILATION. 2.SECTION 1203.2.1: OPENINGS FOR VENTILATION SHALL BE COVERED WITH CORROSION-RESISTANT METAL MESH WITH MESH OPENINGS A MINIMUM OF 1/16 INCH AND NOT TO EXCEED 1/4 INCH IN DIMENSION. B. A. C. D. DIVIDE (A) BY 150 TO YIELD SQUARE FEET OF REQUIRED FREE AIR MOVEMENT TO BE PROVIDED BY APPROVED VENTS. MULTIPLY (B) BY 144 TO CONVERT THE CALCULATION INTO SQUARE INCHES OF REQUIRED FREE AIR MOVEMENT. BASIS OF DESIGN: ATTIC VENT IS THE "C.J. METAL GRAVITY VENT #VIN363" FREE AREA 535 SQ. IN. SQUARE FOOTAGE OF ATTIC AREA. ATTIC VENTILATION CALCULATION: WET STANDPIPE MECHANICAL SCREEN 9 2-HR WALL ASSEMBLY - 2 x 6 WOOD STUDS AT 16" O.C. WITH 5 12" BATT INSULATION. PROVIDE 2 LAYERS 5/8" TYPE 'X' GYP. BD. ON STAIR SIDE AND 2 LAYERS 5/8" TYPE 'X' GYP. BD. ON 7 8" x 25 GA. HORIZONTAL FURRING CHANNELS ON ROOM SIDE. WALLS SHALL EXTEND FROM FLOOR TO BOTTOM OF DECK ABOVE UNLESS NOTED OTHERWISE. - U.L. DESIGN NO. U301 (STC=55) ROOF GENERAL NOTES LINE OF OVERHANG BELOW LINE OF DECK BELOW 5.INSTALL ROOFING MATERIALS OVER MIN. 30# ROOFING FELT PER MANUFACTURER'S PRINTED INSTALLATION INSTRUCTIONS. ROOF CRICKET. SLOPE 1/4" PER FT. MIN. PERPENDICULAR TO PRIMARY DRAINAGE. SLOPE TO SPECIFIED HEIGHTS. PARAPET WALL - PER DETAIL 3/D1.1 U.N.O. PROVIDE 24 GA. GALV. COPING TYPICAL AT ALL PARAPETS. ROOF SCUPPER WITH OVEFLOW AND DOWN SPOUT .SEE DETAIL 6/D1.2 & 3/D1.2. WET STANDPIPE, CLASS 1, PENETRATE STAIR ENCLOSURE FOR ROOF ACCESS FOR FIRE DEPARTMENT USE. SEE FIRE PROTECTION DWGS BY OTHERS FOR ADDITIONAL INFO & DETAILS. ELEVATOR HOIST WAY VENT - 36"x24" TO PROVIDE A MIN. OF 3 SQ. FT. OF VENTILATION PER 2022 CBC SECT 3004.3 EQUIPMENT PLATFORM PER DETAILS 7/D1.2 A/C CONDENSER LOCATION. REFER TO MECHANICAL DWGS FOR EQUIPMENT LAYOUT. MAINTENANCE SERVICE WALKING PAD; 36" WIDE. 2 HOUR SHAFT LOCATION. TANKLESS WATER HEATER LOCATION, REFER TO PLUMBING DRAWINGS ROOF KEY NOTES 7 6 2 1 9 3 4 5 8 2.A. SEE MECHANICAL, ELECTRICAL, AND PLUMBING DRAWINGS FOR ADDITIONAL ROOF TOP INFORMATION. B. PENETRATIONS OF FIRE-RESISTIVE WALLS, FLOOR-CEILINGS AND ROOF CEILINGS SHALL BE PROTECTED AS REQUIRED IN C.B.C. SECTIONS 712 AND 713. 3.PENETRATIONS OF AREA SEPARATION WALLS SHALL BE PROTECTED WITH THROUGH-PENETRATION FIRE STOPS IN ACCORDANCE WITH C.B.C. SECTION 710. ROOF CONSTRUCTION SUCH AS TELEVISION ANTENNA, GUY-WIRES, SOLAR PANELS AND RAZOR RIBBON SHALL NOT BE INSTALLED AS TO PREVENT FIRE DEPARTMENT ACCESS OR EGRESS IN THE EVENT OF A FIRE 4.ROOF CEILING ASSEMBLY IS TO BE 1-HOUR FIRE RESISTIVE CONSTRUCTION. 10 11 14 13 15 16 17 1.ROOF CEILING ASSEMBLY IS TO BE 1-HOUR FIRE RESISTIVE CONSTRUCTION TRASH, RECYCLE & ORGANIC CHUTE ROOF VENT 12 SINGLE LEAF ROOF ACCESS HATCH. BY KEE HATCH MODEL RHSR-0 4848 OR APPROVED EQ. INSTALLED PER MANUFACTURER. SEE 5/D1.2 6.ROOFER TO PRIME AND PAINT ALL NON-ARCHITECTURAL ROOF PENETRATIONS, I.E. ROOF VENTS, PLUMBING VENTS, MECHANICAL VENTS, ETC. TO MATCH ADJACENT ROOFING U.N.O. 18 SOLAR ZONE. "A COPY OF THE CONSTRUCTION DOCUMENTS OR A COMPARABLE DOCUMENT INDICATING THE INFORMATION FROM ENERGY CODE SECTIONS 110.10 (b) THROUGH 110.10(c) SHALL BE PROVIDED TO THE OCCUPANT." 19 PATHWAY FOR ROUTING FROM THE SOLAR ZONE TO THE MAIN SERVICE PANEL - REFER TO ELECTRICAL DRAWINGS. LOCATION FOR INVERTERS AND METERING EQUIPMENT - REFER TO ELECTRICAL DRAWINGS PATHWAY FOR ROUTING OF PLUMBING FROM THE SOLAR ZONE TO THE WATER-HEATING SYSTEM - REFER TO PLUMBING DRAWINGS 7. ALL ROOF RUNOFF TO DRAIN TO DOWN SPOUT SCUPPER AND OVERFLOW WITH CONDUCTOR HEAD. SEE ELEVATION CLOSED CELL SPRAYFOAM OVER PLYWOOD SHEATHING WITH MINIMUM 2% ROOF SLOPE (1/4" PER FOOT) AND FINISH WITH 2-COATS OF MINIMUM 20-MIL ELASTOMERIC SILICONE COATING ON TOP, PER BUILDER'S SPEC. INSTALL PER MANUFACTURER'S SPECIFICATION. 48" WIDE ROOF DECK PATH WALKWAY SLIP-RESISTANT AND UNIFORM DISTRIBUTES THE PEDESTRIAN LOAD ACROSS THE SURFACE. NO R T H 1 1 14 ' - 0 " 9' - 1 " 9' - 1 " 9' - 1 " 14 ' - 0 " 9' - 1 " 9' - 1 " 9' - 1 " 49 ' - 5 " T.P T.P T.P T.P GROUND LEVEL 2ND LEVEL 3RD LEVEL 4TH LEVEL ROOF DECK T.P T.P T.P T.P GROUND LEVEL 2ND LEVEL 3RD LEVEL 4TH LEVEL ROOF DECK 1/ A 5 . 2 2/ A 5 . 2 3' - 6 " 7' - 6 " 7' - 6 " 7' - 6 " 7' - 6 " 7' - 6 " 7' - 6 " 1 7 ENTRANCE TO PARKING GARAGE 13 2 1 8 14 9 D4.2 B A0.31 1G A0.31 OPEN TO BEYOND 1U A0.31 1R A0.31 1M A0.31 1G A0.31 1A A0.31 1D A0.313 SKEWED PLANE AT 1ST AN 2ND LEVEL 1M21L B1U1T1S 1H 1J 1M31M21R 1C1 1C1 1G 1G 1C 1C 1A 1A 1D 1D 1B 1B 1C1 1C1C C 14 ' - 0 " 9' - 1 " 9' - 1 " 9' - 1 " 3' - 6 " 14 ' - 0 " 9' - 1 " 9' - 1 " 9' - 1 " 3' - 6 " T.P T.P T.P T.P GROUND LEVEL 2ND LEVEL 3RD LEVEL 4TH LEVEL ROOF DECK T.P T.P T.P T.P GROUND LEVEL 2ND LEVEL 3RD LEVEL 4TH LEVEL ROOF DECK 1/ A 5 . 2 2/ A 5 . 2 7' - 6 " 7' - 6 " 7' - 6 " 7' - 6 " 7' - 6 " 7' - 6 " 5' - 6 " 5' - 6 " 5' - 6 " 5' - 6 " 5' - 6 " 5' - 6 " 9 13 D A0.31 1D A0.31 6 D4.2 7 6 D4.2 7 9 D4.2 8 5 D4.2 1D A0.31 E A0.31 1L A0.31 1Q A0.31 1P A0.31 4 D4.2 17 D4.2 3 1E1E 1E 1E 1P1P 1Q 1Q 1Q 1D 1D 1R 1Q 1Q 1Q 1E 1E 1P 1E 1E 1P 1C 1C 1C EEEDDEE 1 1 11 1 1 32 2 N . H A R B O R B L V D . SA N T A A N A , C A 9 2 7 0 3 SHEET NUMBER 2 0 2 4 0 1 0 SHEET TITLE PROJECT NUMBER REVISIONS NO.DATE NO.DATE HANNOUCHE ARCHITECTS EXPRESSLY RESERVES ITS COMMON LAW COPYRIGHT AND OTHER PROPERTY RIGHTS INHERENT IN THESE PLANS. ALL DRAWINGS, ELECTRONIC FILES, FIELD NOTES AND ASSOCIATED DOCUMENTS ARE INSTRUMENTS OF SERVICE AND ARE THE PROPERTY OF HANNOUCHE ARCHITECTS. ALL INFORMATION CONTAINED IN THESE DRAWINGS, ELECTRONIC FILES, FIELD NOTES AND ASSOCIATED DOCUMENTS IS PROJECT SPECIFIC AND SHALL NOT BE REPRODUCED, DISCLOSED, CHANGED, COPIED, OR USED OTHERWISE IN ANY FORM OR MANNER WHATSOEVER, WITHOUT FIRST OBTAINING THE EXPRESSED WRITTEN PERMISSION AND CONSENT OF HANNOUCHE ARCHITECTS. HANNOUCHE ARCHITECT c 2021 HANNOUCHE ARCHITECTS 949.261.2070 SAMIR HANNOUCHE, ARCHITECT 20250 SW ACACIA ST. #145 NEWPORT BEACH, CA 92660 May 9, 2025 1 CORR 12/10/24 BLDG A CORR 3/18/25 OCFA 2 CORR 4/09/25 BLDG DATE SIGNED2 3 CORR 5/09/25 BLDG A4.1 BUILDING ELEVATIONS SCALE: 1/8" = 1'-0" 1. CEMENT PLASTER SYSTEM 2. MANUFACTURED WOOD SIDING 3. STUCCO CONTROL JOINT. 4. OPEN WINDOW SCREEN 5. NOT USED 6. METAL GATE 7. METAL RAILING 8. HIGH DENSITY FOAM TRIM 9. VINYL FRAME WINDOWS WITH INSULATED GLASS 10. GLASS SLIDING DOORS WITH INSULATED GLASS 11. NOT USED 12. STUCCO OVER 2X LOW WALL, SEE DETAIL 9/D4.2 13. OVERHANG, SEE DETAIL 14. NOT USED 15. PLANTERS, SEE LANDSCAPE DWGS 16. DECORATIVE PLANTER POT 17. MECHANICAL EXHAUST VENT. REFER TO MECHANICAL DWGS FOR SIZE 18. 2-HR MECHANICAL VENTILATION SHAFT W/ LOUVERS, SEE DETAIL XX/XXX; REFER TO MECHANICAL DRAWINGS 19. NOT USED 20. NOT USED 21. LOW WALL 22. DOWNSPOUTS WITH OVER FLOW - FOR PIPING AND DETAILS SEE PLUMBING & CIVIL PLANS 23. OUTLINE OF BMP PLANTER IN FOREGROUND 24. SCUPPER 25. NOT USED 26. NOT USED EXTERIOR ELEVATION NOTES WINDOW TYPE, REFER TO SHEETS A0.31 LEGEND XX NOTES CITY NOTES: 1. THE BUILDING SHALL BE PROVIDED WITH A MANUAL ALARM SYSTEM WITH THE CAPABILITY TO SUPPORT VISIBLE ALARM NOTIFICATION APPLIANCES IN ACCORDANCE WITH NPA 72 (907.2.9, 907.5.2.3.3, 907.5.2.3.4) 2. FENCES, PLANTERS, AND RETAINING WALLS SHALL NOT EXCEED A HEIGHT OF 3 1/2 FT ABOVE THE NATURAL GROUND LEVEL IN REQUIRED FRONT-YARD. 3. BUILDING SHALL HAVE AN APPROVED ADDRESS NUMBER PLACED IN A POSITION THAT IS PLAINLY LEGIBLE AND VISIBLE FROM THE STREET OR ROAD FRONTING THE PROPERTY. (LAFC 505) 4. ALL DOWNSPOUTS TO DRAIN SPLASH BLOCKS 11/8"=1'-0"EAST ELEVATION 21/8"=1'-0"WEST ELEVATION REFER TO WINDOW AND DOOR SCHEDULE FOR DETAILS 1 1 14 ' - 0 " 9' - 1 " 9' - 1 " 9' - 1 " 3' - 6 " 49 ' - 5 " 14 ' - 0 " 9' - 1 " 9' - 1 " 9' - 1 " 3' - 6 " T.P T.P T.P T.P GROUND LEVEL 2ND LEVEL 3RD LEVEL 4TH LEVEL ROOF DECK T.P T.P T.P T.P GROUND LEVEL 2ND LEVEL 3RD LEVEL 4TH LEVEL ROOF DECK 3/ A 5 . 2 2/ A 5 . 1 1/ A 5 . 1 4/ A 5 . 2 3' - 6 " 13131222 1D A0.31 13 1L A0.31XX D 6 D1.2 221D A0.31 1C A0.31 1V A0.31 9 D4.2 C A0.31 X D 1D A0.31 5 D4.2 3 D4.2 4 D4.2 7 D4.2 6 D4.2 SKEWED PLANE SKEWED PLANE 6 D2.1 1V A B A 1L 1K 1J 1L 1L 1N 1L C C M 1N C 1N C 1D1D 1D1D 1F 1F 1D 1D 1D 1D 1D 1D 1D 1D 1C 1C 1C 1C 1C 1C 49 ' - 5 " 9' - 1 " 14 ' - 0 " 9' - 1 " 9' - 1 " 14 ' - 0 " 9' - 1 " 9' - 1 " 9' - 1 " 3' - 6 " 49 ' - 5 " 3'-0" T.P T.P T.P T.P GROUND LEVEL 2ND LEVEL 3RD LEVEL 4TH LEVEL ROOF DECK T.P T.P T.P T.P GROUND LEVEL 2ND LEVEL 3RD LEVEL 4TH LEVEL ROOF DECK 3/ A 5 . 2 2/ A 5 . 1 1/ A 5 . 1 4/ A 5 . 2 3' - 6 " 3' - 6 " 14 1 135 D4.2 722 9 D4.2 D A0.3141L A0.31 6 D1.2 3 D1.2 3 6 D4.2 7 D4.2 5 D4.2 6 D4.2 1 D4.2 3 D4.2 9 D4.2 1D A0.31 4 D4.2 1L A0.31 D A0.314 1L 1D DDDDDDDDDD 1D 1L 1D 1D 1L 1D 1D 1L 1D 1D 1L 1D 1D 1L 1D 1D 1L 1D 1D 1L 1D 1D 1L 1D 1D 1L 1D 1D 32 2 N . H A R B O R B L V D . SA N T A A N A , C A 9 2 7 0 3 SHEET NUMBER 2 0 2 4 0 1 0 SHEET TITLE PROJECT NUMBER REVISIONS NO.DATE NO.DATE HANNOUCHE ARCHITECTS EXPRESSLY RESERVES ITS COMMON LAW COPYRIGHT AND OTHER PROPERTY RIGHTS INHERENT IN THESE PLANS. ALL DRAWINGS, ELECTRONIC FILES, FIELD NOTES AND ASSOCIATED DOCUMENTS ARE INSTRUMENTS OF SERVICE AND ARE THE PROPERTY OF HANNOUCHE ARCHITECTS. ALL INFORMATION CONTAINED IN THESE DRAWINGS, ELECTRONIC FILES, FIELD NOTES AND ASSOCIATED DOCUMENTS IS PROJECT SPECIFIC AND SHALL NOT BE REPRODUCED, DISCLOSED, CHANGED, COPIED, OR USED OTHERWISE IN ANY FORM OR MANNER WHATSOEVER, WITHOUT FIRST OBTAINING THE EXPRESSED WRITTEN PERMISSION AND CONSENT OF HANNOUCHE ARCHITECTS. HANNOUCHE ARCHITECT c 2021 HANNOUCHE ARCHITECTS 949.261.2070 SAMIR HANNOUCHE, ARCHITECT 20250 SW ACACIA ST. #145 NEWPORT BEACH, CA 92660 May 9, 2025 1 CORR 12/10/24 BLDG A CORR 3/18/25 OCFA 2 CORR 4/09/25 BLDG DATE SIGNED2 3 CORR 5/09/25 BLDG A4.2 BUILDING ELEVATIONS SCALE: 1/8" = 1'-0" 1. CEMENT PLASTER SYSTEM 2. MANUFACTURED WOOD SIDING 3. STUCCO CONTROL JOINT. 4. OPEN WINDOW SCREEN 5. NOT USED 6. METAL GATE 7. METAL RAILING 8. HIGH DENSITY FOAM TRIM 9. VINYL FRAME WINDOWS WITH INSULATED GLASS 10. GLASS SLIDING DOORS WITH INSULATED GLASS 11. NOT USED 12. STUCCO OVER 2X LOW WALL, SEE DETAIL 9/D4.2 13. OVERHANG, SEE DETAIL 14. NOT USED 15. PLANTERS, SEE LANDSCAPE DWGS 16. DECORATIVE PLANTER POT 17. MECHANICAL EXHAUST VENT. REFER TO MECHANICAL DWGS FOR SIZE 18. 2-HR MECHANICAL VENTILATION SHAFT W/ LOUVERS, SEE DETAIL XX/XXX; REFER TO MECHANICAL DRAWINGS 19. NOT USED 20. NOT USED 21. LOW WALL 22. DOWNSPOUTS WITH OVER FLOW - FOR PIPING AND DETAILS SEE PLUMBING & CIVIL PLANS 23. OUTLINE OF BMP PLANTER IN FOREGROUND 24. SCUPPER 25. NOT USED 26. NOT USED EXTERIOR ELEVATION NOTES WINDOW TYPE, REFER TO SHEETS A0.31 LEGEND XX NOTES CITY NOTES: 1. THE BUILDING SHALL BE PROVIDED WITH A MANUAL ALARM SYSTEM WITH THE CAPABILITY TO SUPPORT VISIBLE ALARM NOTIFICATION APPLIANCES IN ACCORDANCE WITH NPA 72 (907.2.9, 907.5.2.3.3, 907.5.2.3.4) 2. FENCES, PLANTERS, AND RETAINING WALLS SHALL NOT EXCEED A HEIGHT OF 3 1/2 FT ABOVE THE NATURAL GROUND LEVEL IN REQUIRED FRONT-YARD. 3. BUILDING SHALL HAVE AN APPROVED ADDRESS NUMBER PLACED IN A POSITION THAT IS PLAINLY LEGIBLE AND VISIBLE FROM THE STREET OR ROAD FRONTING THE PROPERTY. (LAFC 505) 4. ALL DOWNSPOUTS TO DRAIN SPLASH BLOCKS 11/8"=1'-0"NORTH ELEVATION 21/8"=1'-0"SOUTH ELEVATION REFER TO WINDOW AND DOOR SCHEDULE FOR DETAILS 1 1 ih ROOF DECK T.P L - II J 10 2 4TH LEVEL 3RD LEVEL � 2ND LEVEL Sim:: II 1,KITCHEN I Mm = �► 1, _ io ih ROOF DECK 4TH LEVEL D0.2 D0.4 -� I I - I I I ' ROOF DECKM 1- T.P I I I I I I I I I I = LIVING 1 DINING I I � 18 19 15 I I 4TH LEVEL I I I I I I I I I _ LIVING 1 DINING r I I � I I I I I I I 3RD LEVEL :- -�T- T.P_ I I I I I I I I I I LIVING 1 DINING T I I � I I � I � 2ND LEVEL T.P _ I f 15 D 0.4 7 13 16 17 M Al ROOF DECK I — T.P I I I II 20 a� BEDROOM BATH I CORRIDOR I I BATH BEDRO 14 I I 11117L.18 19 15 4TH LEVEL I u- I I I I I I 20 II _ I I 14 II BEDROOM BA I CORRIDOR I I BATH BEDROOM I I 18 19 15 I I II II I 3RD LEVEL I I - T.P- II I 21 _ II I CORRIDOR I I BATH BEDROOM .P 3 Tw M ROOF DECK I T.P _ aw 4TH LEVEL T.P _ 3RD LEVEL T.P _ 2ND LEVEL T.P BUILDING SECTION 11/8°=11-01I 141 BUILDING SECTION 11/8"=l'-O" Fil 9 12 D1.1 12 13 16 17 �- D0.4 D1.1 i + -1 � — -1D0.1 I I I I ROOF DECK I I I I I I I I I I I I I I I I I I 1 I I I II I I I I I I �TAIR 3 I CpRRID�R I I BATH BEDROOM BALCONY D4.2 II 18 19 15 I I I I I I I I I I I 4TH LEVEL T.P_ I L J I I I 20 I I I I I I I 14 1 STAIR 3 CORRIDOR I I j 10 BEDROOM BALCONY D4.2 I I I D0.2 I II i I T ol ANTA ANA i ng Agency BUILDING GENERAL NOTES 1. SEE T-24 ENERGY COMPLIANCE SHEETS FOR BUILDING INSULATION SCHEDULE. 2. SEE CIVIL DRAWING FOR GRADES. BUILDING SECTION LE(.:N)EP Rzt p ER ANCE 1 HOUR FIRE BARRIER HAN N O U C H E ARCHITECTS 1 HOUR FLOOR/ CEILING kSSEMBLY SAM1R HANNOUCI-'E. ARCHHTECT 949.261 .2070 20250 SW ACACIA ST. #145 NEWPURT BEACH. CA 92660 ------------------j 2HOURSHAFT Master I D: 2 HOUR FLOOR/ CEILING SSEMBLY 2 HOUR FIRE BARRIER Date: • BUILDING SECTION KE 1❑ 3-COAT STUCCO. SEE GCR.3 SECTION 9.2.3 M �2 ELEVATOR SHAFT. INSTALL PER MANUFACTURER SPEC'S O PRE -FABRICATE STAIR, INSTALL PER MANUFACTURER SPEC'S N CORRIDOR WALL PRIVATE BALCONY Q 6 CONCRETE SLAB ON GRADE 7 CONCRETE PODIUM SLAB - SPRAYED ON INSULATION ADHERED TO THE UNDERSIDE OF THE SLAB IN THE GARAGE -SEE TITLE 24 ENERGY REPORT Q �8 CONCRETE COLUMN WITH CAP ABOVE. REFER TO STRUCTURAL DRAWINGS Z ❑9 POUR IN PLACE CONCRETE WALL. REFER TO STRUCTURAL DRAWINGS 10 ALUMINUM STOREFRONT a 11 METAL GUARDRAIL/HANDRAILS 12 TRASH CHUTE. INSTALL PER MANUFACTURER SPEC'S • MIN. R-38 CLOSED CELL FOAM INSULATION AT BOTTOM OF ROOF SHEATHING 13 OF THE UNVENTED FLAT ROOF PER TITLE-24 REQUIREMENTS. FLAT ROOF TO MEET CURRENT EDITION CRC R806.5 UNVENTED ATTIC AND UNVENTED ENCLOSED RAFTER ASSEMBLIES. ^ ` 14 MIN. R-15 BATT INSULATION AT EXTERIOR WALL AND INTERIOR WALL. N 15 MIN. R-19 BATT INSULATION AT FLOOR NO CRAW / SPACE. 16 BUILT-UP ROOFING 17 ROOF DECKING, SEE STRUCTURAL PLANS HANNOUCHE ARCHITECTS 18 WOOD FLOOR JOIST EXPRESSLY RESERVES ITS COMMON LAW COPYRIGHT AND OTHER PROPERTY RIGHTS INHERENT IN THESE PLANS. ALL DRAWINGS, ELECTRONIC FILES, FIELD NOTES AND ASSOCIATED DOCUMENTS 19 FLOOR SHEATHING ARE INSTRUMENTS OF SERVICE AND ARE THE PROPERTY OF HANNOUCHE ARCHITECTS. ALL INFORMATION CONTAINED IN THESE DRAWINGS, 20 2X STUD WALL FRAMING ELECTRONIC FILES, FIELD NOTES AND ASSOCIATED DOCUMENTS IS PROJECT SPECIFIC AND SHALL NOT BE REPRODUCED, DISCLOSED, CHANGED, COPIED, OR USED OTHERWISE IN ANY FORM OR MANNER 21 STUCCO OVER HIGH -RIBBED METAL LATH AT SOFFIT/CEILING. WHATSOEVER, WITHOUT FIRST OBTAINING THE EXPRESSED WRITTEN PERMISSION AND CONSENT CITY OF S RRMhq ar BUILDING SECTION 1/8"=l'-o" 31 BUILDING SECTION 1/8"=l'-O" 1 OF HANNOUCHE ARCHITECTS. HANNOUCHE ARCHITECT © 2021 REVISIONS NO. DATE NO. DATE BLDG 1 CORR 12/ 10/24 OCFA A CORR 3/18/25 BLDG 2 CORR Q 4/09/25 BLDG 3 CORR Q 5/09/25 PROJECT NUMBER 2024010 SHEET TITL 2 DATE SIGNED May 9, 2025 BUILDING SECTIONS SCALE: 1/8" = 1'-0" SHEET NUMBER A5ol 49 ' - 5 " 9' - 1 " 14 ' - 0 " 9' - 1 " 9' - 1 " 14 ' - 0 " 9' - 1 " 9' - 1 " 9' - 1 " 3' - 6 " 3' - 6 " 49 ' - 5 " 29 ' - 3 " 3'-0"8'-8" (REQ. H = 7.85') H AT 3RD FLOOR = 29'-3" H/5 +2' = (29'-3"/5) +2' = 7.85' H AT 2ND FLOOR = 19'-2" H/5 +2' =(19'-2"/5) +2' -= 5.83' 19 ' - 2 " CORRIDOR CORRIDOR LOBBY 1' - 0 " T.P T.P T.P T.P GROUND LEVEL 2ND LEVEL 3RD LEVEL 4TH LEVEL ROOF DECK T.P T.P T.P T.P GROUND LEVEL 2ND LEVEL 3RD LEVEL 4TH LEVEL ROOF DECK LOBBY LOBBY LOBBY CORRIDOR OPEN TO BEYOND OPEN TO BEYOND OPEN TO BEYOND OPEN TO BEYOND CORRIDOR CORRIDOR CORRIDOR PARKINGPARKINGPARKING 5' - 0 " 6 D4.2 3' - 6 " 6 D0.4 3 D1.1 19 18 16 17 19 18 49 ' - 5 " 9' - 1 " 14 ' - 0 " 9' - 1 " 9' - 1 " 14 ' - 0 " 9' - 1 " 9' - 1 " 9' - 1 " 3' - 6 " 3' - 6 " 49 ' - 5 " PARKING T.P T.P T.P T.P GROUND LEVEL 2ND LEVEL 3RD LEVEL 4TH LEVEL ROOF DECK T.P T.P T.P T.P GROUND LEVEL 2ND LEVEL 3RD LEVEL 4TH LEVEL ROOF DECK BEDROOM LIVING LIVING BEDROOM BEDROOM LIVING LIVING BEDROOM BEDROOM LIVING BEDROOM LIVING LIVING BEDROOM BEDROOM LIVING LIVING BEDROOM BEDROOM LIVING BEDROOM LIVING LIVING BEDROOM BEDROOM LIVING LIVING BEDROOM BEDROOM LIVING STAIR 1 STAIR 1 STAIR 1 STAIR 1 ELEC. ROOMPARKINGPARKINGPARKING 9 D0.1 2 D0.2 6 D0.3 3 D0.4 10 D0.3 3 D2.3 9 D0.1 16 17131617 14 20 13 15 18 19 6 D0.5 3 D0.5 14 20 15 18 19 14 20 32 2 N . H A R B O R B L V D . SA N T A A N A , C A 9 2 7 0 3 SHEET NUMBER 2 0 2 4 0 1 0 SHEET TITLE PROJECT NUMBER REVISIONS NO.DATE NO.DATE HANNOUCHE ARCHITECTS EXPRESSLY RESERVES ITS COMMON LAW COPYRIGHT AND OTHER PROPERTY RIGHTS INHERENT IN THESE PLANS. ALL DRAWINGS, ELECTRONIC FILES, FIELD NOTES AND ASSOCIATED DOCUMENTS ARE INSTRUMENTS OF SERVICE AND ARE THE PROPERTY OF HANNOUCHE ARCHITECTS. ALL INFORMATION CONTAINED IN THESE DRAWINGS, ELECTRONIC FILES, FIELD NOTES AND ASSOCIATED DOCUMENTS IS PROJECT SPECIFIC AND SHALL NOT BE REPRODUCED, DISCLOSED, CHANGED, COPIED, OR USED OTHERWISE IN ANY FORM OR MANNER WHATSOEVER, WITHOUT FIRST OBTAINING THE EXPRESSED WRITTEN PERMISSION AND CONSENT OF HANNOUCHE ARCHITECTS. HANNOUCHE ARCHITECT c 2021 HANNOUCHE ARCHITECTS 949.261.2070 SAMIR HANNOUCHE, ARCHITECT 20250 SW ACACIA ST. #145 NEWPORT BEACH, CA 92660 May 9, 2025 1 CORR 12/10/24 BLDG A CORR 3/18/25 OCFA 2 CORR 4/09/25 BLDG DATE SIGNED2 3 CORR 5/09/25 BLDG A5.2 BUILDING SECTIONS SCALE: 1/8" = 1'-0" 11/8"=1'-0"BUILDING SECTION 21/8"=1'-0"BUILDING SECTION 1.SEE T-24 ENERGY COMPLIANCE SHEETS FOR BUILDING INSULATION SCHEDULE. 2.SEE CIVIL DRAWING FOR GRADES. BUILDING GENERAL NOTES BUILDING SECTION KEYNOTES PRIVATE BALCONY CORRIDOR WALL4 3 5 2 1 ELEVATOR SHAFT. INSTALL PER MANUFACTURER SPEC'S PRE-FABRICATE STAIR, INSTALL PER MANUFACTURER SPEC'S BUILDING SECTION LEGENDS 1 HOUR FIRE BARRIER 1 HOUR FLOOR/ CEILING ASSEMBLY 2 HOUR SHAFT 2 HOUR FLOOR/ CEILING ASSEMBLY 2 HOUR FIRE BARRIER CONCRETE SLAB ON GRADE6 CONCRETE PODIUM SLAB - SPRAYED ON INSULATION ADHERED TO THE UNDERSIDE OF THE SLAB IN THE GARAGE - SEE TITLE 24 ENERGY REPORT7 ALUMINUM STOREFRONT 3-COAT STUCCO. SEE GCR.3 SECTION 9.2.3 8 METAL GUARDRAIL/HANDRAILS 9 10 11 CONCRETE COLUMN WITH CAP ABOVE. REFER TO STRUCTURAL DRAWINGS POUR IN PLACE CONCRETE WALL. REFER TO STRUCTURAL DRAWINGS TRASH CHUTE. INSTALL PER MANUFACTURER SPEC'S12 MIN. R-38 CLOSED CELL FOAM INSULATION AT BOTTOM OF ROOF SHEATHING OF THE UNVENTED FLAT ROOF PER TITLE-24 REQUIREMENTS. FLAT ROOF TO MEET CURRENT EDITION CRC R806.5 UNVENTED ATTIC AND UNVENTED ENCLOSED RAFTER ASSEMBLIES. 13 MIN. R-15 BATT INSULATION AT EXTERIOR WALL AND INTERIOR WALL.14 MIN. R-19 BATT INSULATION AT FLOOR NO CRAW / SPACE.15 BUILT-UP ROOFING16 WOOD FLOOR JOIST 17 FLOOR SHEATHING 18 2X STUD WALL FRAMING 19 STUCCO OVER HIGH-RIBBED METAL LATH AT SOFFIT/CEILING. 20 21 ROOF DECKING, SEE STRUCTURAL PLANS 1 14 ' - 6 1 / 2 " 4' - 5 1 / 2 " 5' - 6 " (6 E Q . T R E A D S A T 1 1 " ) 4' - 7 " 22 ' - 1 1 / 2 " 4' - 5 1 / 2 " 6' - 5 " (8 E Q . T R E A D S A T 1 1 " ) 11 ' - 3 " 6 - 5 - 9' - 2 1 / 2 " 2' - 0 1 / 2 " 3' - 5 1 / 2 " 1' - 0 " 3' - 7 " 1' - 0 " 2' - 6 1 / 2 " 1' - 1 1 " 1'-0 1/2"8 9 4 4 1 / 2 " 6" UP 2 6 R @6 . 9 " E A . 12 " C O N C R E T E W A L L STAIR 1 5 13 13'-10 1/2" 4'-3 1/2"4'-7" (5 EQ. TREADS AT 11") 5'-0" 3'-3 1/2"1'-0"2'-7 1/2"2'-4 1/2" 4'-6" 2'-7 1/2"1'-10 1/2" 6'-1" 13 ' - 5 " 5' - 0 " 3' - 0 " TY P . 15 ' - 0 " 26 R I S E R S @ 7 " M A X . LEVEL 02 TO LANDING 10 ' - 1 " 18 R I S E R S @ 7 " M A X . LEVEL 03 TO LANDING 10 ' - 1 " 18 R I S E R S @ 7 " M A X . LEVEL 04 TO LANDING 19 4 8 18 4 1'-11" 9' - 1 " ROOF DECK TP.1' - 0 " GROUND LEVEL 50 ' - 1 " 4' - 2 " UP 18R @6.72" EA. DN 26R @6.9" EA. 14 ' - 1 0 1 / 2 " 14'-2 1/2" 6 - 5 - 41' - 1 1 " 2' - 8 1 / 2 " 8 9 4' - 7 1 / 2 " 14 ' - 1 0 1 / 2 " 5' - 6 " (6 E Q . T R E A D S @ 1 1 " ) 4' - 9 " 1' - 0 " 3' - 9 " STAIR 1 13 14'-2 1/2" 4'-5 1/2"4'-7" (5 EQ. TREADS AT 11") 5'-0" 14'-2 1/2" 4'-5 1/2"3'-8" (5 EQ. TREADS AT 11") 6'-1" 2'-6 1/2"2'-7 1/2"3'-5 1/2"1'-0" 2'-6 1/2"1'-11"1'-0"5'-1" 5 UP 18R @6.72" EA. DN 18R @6.72" EA. 6 - 5 - 1' - 0 " 3' - 9 " 8 9 41' - 1 1 " 2' - 8 1 / 2 " 4' - 7 1 / 2 " 14 ' - 1 0 1 / 2 " 5' - 6 " (6 E Q . T R E A D S @ 1 1 " ) 4' - 9 " 14 ' - 1 0 1 / 2 " STAIR 1 13 14'-2 1/2" 4'-5 1/2"4'-7" (5 EQ. TREADS AT 11") 5'-2" 1'-0" 2'-6 1/2"1'-11"1'-0"5'-1" 14'-2 1/2" 4'-5 1/2"3'-8" (4 EQ. STREADS AT 11") 6'-1" 7 6 3' - 0 " TY P . 3' - 6 " TY Y P . 4 19 15 ' - 0 " 26 R I S E R S @ 7 " M A X . LEVEL 02 TO LANDING 10 ' - 1 " 18 R I S E R S @ 7 " M A X . LEVEL 03 TO LANDING 10 ' - 1 " 18 R I S E R S @ 7 " M A X . LEVEL 04 TO LANDING 9' - 1 " ROOF DECK T.O.P.1' - 0 " GROUND LEVEL 49 ' - 5 " 3' - 6 " DN 18R @6.72" EA. 6 - 1' - 0 " 3' - 9 " 8 9 41' - 1 1 " 2' - 8 1 / 2 " 4' - 7 1 / 2 " 14 ' - 1 0 1 / 2 " 5' - 6 " (6 E Q . T R E A D S @ 1 1 " ) 4' - 9 " 14 ' - 1 0 1 / 2 " STAIR 1 5 13 14'-2 1/2" 4'-5 1/2"3'-8" (4 EQ. STREADS AT 11") 6'-1" 14'-2 1/2" 4'-5 1/2"4'-7" (5 EQ. TREADS AT 11") 5'-2" 1'-0"5'-1"1'-11"2'-6 1/2" 5 - 32 2 N . H A R B O R B L V D . SA N T A A N A , C A 9 2 7 0 3 SHEET NUMBER 2 0 2 4 0 1 0 SHEET TITLE PROJECT NUMBER REVISIONS NO.DATE NO.DATE HANNOUCHE ARCHITECTS EXPRESSLY RESERVES ITS COMMON LAW COPYRIGHT AND OTHER PROPERTY RIGHTS INHERENT IN THESE PLANS. ALL DRAWINGS, ELECTRONIC FILES, FIELD NOTES AND ASSOCIATED DOCUMENTS ARE INSTRUMENTS OF SERVICE AND ARE THE PROPERTY OF HANNOUCHE ARCHITECTS. ALL INFORMATION CONTAINED IN THESE DRAWINGS, ELECTRONIC FILES, FIELD NOTES AND ASSOCIATED DOCUMENTS IS PROJECT SPECIFIC AND SHALL NOT BE REPRODUCED, DISCLOSED, CHANGED, COPIED, OR USED OTHERWISE IN ANY FORM OR MANNER WHATSOEVER, WITHOUT FIRST OBTAINING THE EXPRESSED WRITTEN PERMISSION AND CONSENT OF HANNOUCHE ARCHITECTS. HANNOUCHE ARCHITECT c 2021 HANNOUCHE ARCHITECTS 949.261.2070 SAMIR HANNOUCHE, ARCHITECT 20250 SW ACACIA ST. #145 NEWPORT BEACH, CA 92660 May 9, 2025 1 CORR 12/10/24 BLDG A CORR 3/18/25 OCFA 2 CORR 4/09/25 BLDG DATE SIGNED2 3 CORR 5/09/25 BLDG A6.1 STAIR PLANS SCALE: 1/4" = 1'-0" 1.THE PURPOSE OF THIS SHEET IS TO IDENTIFY VERTICAL STAIR DIMENSIONS. STAIR MANUFACTURERS TO SUBMIT DETAILED SHOP DRAWINGS AND ENGINEERING CALCULATIONS TO CONTRACTOR, ARCHITECT, AND STRUCTURAL ENGINEER PRIOR TO STAIR FABRICATION FOR APPROVAL. 2.ALL WELDING TO BE DONE IN SHOP, GRIND SMOOTH ALL SURFACES. 3. ALL FIELD WELDING IS TO BE OBSERVED BY A CERTIFIED DEPUTY INSPECTOR. 4. STAIRS AND RAILINGS ARE TO BE SHOP PRIMED WITH RUST INHIBITING PAINT PRIOR TO INSTALLATION. 5. MAINTAIN 80" MINIMUM VERTICAL CLEARANCE MEASURED VERTICALLY FROM A PLANE PARALLEL AND TANGENT TO THE STAIRWAY TREAD NOSINGS. 6. VERIFY FIELD MEASUREMENTS PRIOR TO FABRICATION. 7. FIT AND SHOP ASSEMBLE IN LAYOUT PRACTICAL SECTIONS, FOR DELIVERY TO SITE. 8.FABRICATE ITEMS WITH JOINT MEMBERS BY CONTINUOUS WELDS. 9. GRIND EXPOSED JOINTS FLUSH AND SMOOTH WITH ADJACENT FINISH SURFACE. MAKE EXPOSED JOINTS BUTT TIGHT, FLUSH, AND HAIRLINE. EASE EXPOSED EDGES TO SMALL UNIFORM RADIUS. 10.EXPOSED MECHANICAL FASTENINGS - FLUSH COUNTERSUNK SCREWS OR BOLTS; UNOBTRUSIVELY LOCATED; CONSISTENT WITH DESIGN OF COMPONENT, EXCEPT WHERE SPECIFICALLY NOTED OTHERWISE. 11. SUPPLY COMPONENTS REQUIRED FOR ANCHORAGE OF FABRICATION. FABRICATE ANCHORS AND RELATED COMPONENTS OF SAME MATERIAL AND FINISH AS FABRICATION, EXCEPT WHERE SPECIFICALLY NOTED OTHERWISE. 12.CLEAN SURFACE FOR SCALE, GREASE, AND FOREIGN MATTER PRIOR TO FINISHING. 13.ALL PRIMING TO BE DONE IN SHOP. 14.STAIR RAILINGS - WELD TO STAIR STRINGER, AND BOLT TO WALL AND FLOOR ASSEMBLIES (AS REQUIRED). 15.ANGLES AND PLATES (AS REQUIRED) SHALL BE PRIME PAINTED OR GALVANIZED AS INDICATED. 16.SLEEVES - (AS REQUIRED) AT PIPE PENETRATIONS, SIZE TO ALLOW 1/4 INCH BETWEEN SLEEVE AND PIPE, PRIME PAINTED OR GALVANIZED. COAT WITH BITUMINOUS PAINTED PENETRATIONS AT CONCRETE OR MASONRY. 17.AT WEATHER-EXPOSED EXTERIOR STAIRS AND THEIR APPROACHES, THEY SHALL BE CONSTRUCTED SUCH THAT WATER WILL NOT ACCUMULATE ON THEIR SURFACES. 18.HANDRAILS DESIGNED FOR 50 LBS./FT. LATERAL LOAD. 19.HANDRAIL EXTENSIONS SHALL RETURN TO A WALL, GUARD OR THE WALKING SURFACE OR SHALL BE CONTINUOUS TO THE HANDRAIL OF AN ADJACENT STAIR FLIGHT. 20.INTERIOR FLOOR FINISH AND FLOOR COVERINGS IN EXIT ENCLOSURES, EXIT PASSAGEWAYS AND CORRIDORS SHALL NOT BE LESS THAN CLASS II IN GROUP R-2 AND S. 21.PROVIDE TACTILE EXIT SIGN AT EACH GRADE-LEVEL EXTERIOR EXIT DOOR, AT EXIT DOOR THAT LEADS DIRECTLY TO A GRADE-LEVEL EXTERIOR EXIT DOOR BY STAIRWAY OR RAMP, FROM INTERIOR ROOMS OR AREA TO A CORRIDOR OR HALLWAY THAT REQUIRES VISUAL EXIT SIGNS AND OTHER REQUIRED LOCATIONS WITH MANDATED WORDING PER CBC 1003.2.8.6. THE EXIT SIGN SHALL READ: "EXIT" AT GRADE LEVEL EXTERIOR EXIT DOOR. "EXIT STAIR DOWN", "EXIT STAIR UP" AT EACH EXIT DOOR THAT LEADS DIRECTLY TO A GRADE LEVEL EXTERIOR EXIT DOOR BY A STAIRWAY. "EXIT ROUTE" AT EXIT DOOR THAT LEADS TO A GRADE LEVEL EXTERIOR EXIT BY MEANS OF AN EXIT ENCLOSURE OR AN EXIT PASSAGEWAY. 22.PROVIDE EVACUATION SIGNS IN ACCORDANCE WITH TITLE 19, 3.09 AT EVERY STAIR. THE SIGNS SHALL BE SUBMITTED TO THE FIRE DEPARTMENT FOR REVIEW. STAIR GENERAL NOTES STAIR KEY NOTES STEEL STRINGER BY STAIR MANUFACTURER. PAINT FINISH. SOLID METAL RISER WITH PAINT FINISH 2x LANDING JOISTS, PER STRUCTURAL DRAWINGS BEAM PER STRUCTURAL DRAWINGS 42" PIPE GUARDRAIL, TYP. SEE DETAIL 7/A9.12 CONCRETE STAIR TREAD BY STAIR MANUFACTURER. WELD OR BOLT TO STRINGER. INTEGRAL 2" WIDE WARNING STRIP AT NOSING OF TOP AND BOTTOM TREADS. SEE DETAIL 17, 18, 19, 20/A9.12 TACTILE SIGNAGE WITH THE WORDS "EXIT STAIR DOWN", ETC. AT DOORS LEADING TO THE STAIR ENCLOSURE. SEE DETAIL 27/A0.11 TACTILE SIGNAGE WITH THE WORDS "EXIT ROUTE" AT FIRST FLOOR DOORS OF EXIT ENCLOSURE LEADING TO GRADE LEVEL EXTERIOR EXIT, (BY MEANS OF EXIT PASSAGEWAY). ILLUMINATED EXIT SIGN. SEE ELECTRICAL DRAWINGS, FOR LOCATION, ARROW INDICATION, MOUNTING, AND POWER. STAIRWAY FLOOR NUMBER SIGN; STAIRWAY FLOOR NUMBER SIGNS SHALL BE LOCATED AT EACH FLOOR LEVEL AND INCLUDE TACTILE DESIGNATIONS. SUCH SIGNS SHALL IDENTIFY THE STAIRWAY, (NE, SW etc.), INDICATE WHETHER OR NOT THERE IS ROOF ACCESS, THE FLOOR LEVEL, AND UPPER AND LOWER TERMINUS OF THE STAIRWAY. THE SIGN SHALL BE LOCATED APPROXIMATELY 5 FEET ABOVE THE LANDING FLOOR IN A POSITION THAT IS READILY VISIBLE WHEN THE DOOR IN EITHER THE OPEN OR CLOSED POSITION. SIGNS SHALL COMPLY WITH REQUIREMENTS OF CBC SECTION 1022.9/ IBC SECTION 1020.1.6. AT THE FIRST FLOOR LEVEL, THIS SIGN SHALL INCLUDE A FIVE POINTED STAR LOCATED TO THE LEFT OF THE IDENTIFYING FLOOR LEVEL. SEE DIAGRAM 1 BELOW. A CLASS I WET STANDPIPE WILL BE REQUIRED AND OUTLETS SHALL BE LOCATED WITHIN THE EXIT ENCLOSURE PER 905.3.1 AND 905.5.4. SEE FIRE SPRINKLER SUBMITTAL FOR EXACT LOCATION. INSTALL 1" STEEL TUBE GUARDS (AS SHOWN) 4" AND 27" FROM FIN. FLOOR TO TOP OF TUBE. SEE DIAGRAM 2 BELOW. 1 2 3 4 5 6 7 8 9 10 11 12 13 4 1 THRU 4 STAIR 1 ROOF ACCESS LOCATION OF SIGN IN STAIRWAY 4th FLOOR OF STAIR WAY THE STAIRWAY TERMINATES ON THE ROOF / STAIR. THIS IS THE NUMBER ONE STAIR. STAIR WAY THAT EXTENDS FROM THE 1st TO THE 4th FLOOR OF A 4 STORY BUILDING BRAILLE STANDPIPE 4" MAX. EXTENDED FROM GUARD 4" M A X . TO P O F T U B E 27 " M A X . TO P O F T U B E PROVIDE CONTRASTING STRIP AT ALL STEPS. SEE DETAIL 15/A0.6 THE CONTENT OF THE ARCHITECTURAL SECTION IS TO CONVEY THE GENERAL DESIGN CONFIGURATION AND SPATIAL RELATIONSHIPS OF THE BUILDING. REFER TO STRUCTURAL DRAWINGS AND CALCULATIONS FOR STRUCTURAL ELEMENTS AND REQUIREMENTS HANDRAIL, SEE SHEET A0.18 FOR TYPICAL CONDITIONS. FOR EXTENSION FROM TOP TREAD NOSING, SEE DETAIL 2/A9.12. FOR EXTENSION FROM BOTTOM TREAD NOSING, SEE DETAIL 3/A9.12; WOOD STAIRS: FOR EXTENSION FROM TOP TREAD NOSING, SEE DETAIL 4/A9.13. FOR EXTENSION FROM BOTTOM TREAD NOSING, SEE DETAIL 3/A9.13 BARRIER GUARD/RAIL, PER ADA REQUIREMENTS. SEE DETAIL 16/A0.614 EXIT BARRIER. SEE DETAIL 28/A0.1115 CAST-IN-PLACE CONCRETE STAIRS. REFER TO STRUCTURAL FOR REINFORCEMENT.16 CAST-IN-PLACE CONCRETE LANDING. REFER TO STRUCTURAL FOR REINFORCEMENT.17 DIAGRAM 1 DIAGRAM 2 WOOD TREAD AND RISER STAIRS - SEE DETAILS 1,2,3/A9.1318 WOOD STRINGERS19 42" HIGH LOW WALL20 1/4"=1'-0"1 1/4"=1'-0"22ND LEVEL FLOOR PLAN - STAIR 1 SECTION - STAIR 1 1/4"=1'-0"5 GROUND LEVEL FLOOR PLAN - STAIR 1 3RD LEVEL FLOOR PLAN - STAIR 1 1/4"=1'-0"3 SECTION - STAIR 1 1/4"=1'-0"6 4TH LEVEL FLOOR PLAN - STAIR 1 1/4"=1'-0"4 18'-2" 2'-2"11'-0" (13 EQ. TREADS AT 11") 5'-0" 3 - UP TEXT 15 14 16 1'-11" 4 4' - 4 " 10 " 17 9 PARKING STAIR 2 14 ' - 0 " 9' - 1 " 9' - 1 " 9' - 1 " 3' - 6 " 49 ' - 5 " T.P T.P T.P T.P GROUND LEVEL 2ND LEVEL 3RD LEVEL 4TH LEVEL ROOF DECK 15 ' - 8 " 27 E Q U A L R I S E R S 82 1'-11" 3' - 0 " TY P . 5" 3' - 0 " TY P . 7' - 9 " 13 E Q U A L R I S E R S 3' - 0 " TY P . 7' - 1 1 " 14 E Q U A L R I S E R S 3' - 0 " TY P . 4 17 DN 26 R 29'-5 1/64" 11'-11" (14 EQ. TREADS AT 11") 4'-4" LANDING 13'-2 1/64" 3 - 16 1'-0" 4 4' - 1 " 1' - 0 " 9 20 17 16STAIR 2 COMMUNITY OPEN DECK 29'-2" 17 204 32 2 N . H A R B O R B L V D . SA N T A A N A , C A 9 2 7 0 3 SHEET NUMBER 2 0 2 4 0 1 0 SHEET TITLE PROJECT NUMBER REVISIONS NO.DATE NO.DATE HANNOUCHE ARCHITECTS EXPRESSLY RESERVES ITS COMMON LAW COPYRIGHT AND OTHER PROPERTY RIGHTS INHERENT IN THESE PLANS. ALL DRAWINGS, ELECTRONIC FILES, FIELD NOTES AND ASSOCIATED DOCUMENTS ARE INSTRUMENTS OF SERVICE AND ARE THE PROPERTY OF HANNOUCHE ARCHITECTS. ALL INFORMATION CONTAINED IN THESE DRAWINGS, ELECTRONIC FILES, FIELD NOTES AND ASSOCIATED DOCUMENTS IS PROJECT SPECIFIC AND SHALL NOT BE REPRODUCED, DISCLOSED, CHANGED, COPIED, OR USED OTHERWISE IN ANY FORM OR MANNER WHATSOEVER, WITHOUT FIRST OBTAINING THE EXPRESSED WRITTEN PERMISSION AND CONSENT OF HANNOUCHE ARCHITECTS. HANNOUCHE ARCHITECT c 2021 HANNOUCHE ARCHITECTS 949.261.2070 SAMIR HANNOUCHE, ARCHITECT 20250 SW ACACIA ST. #145 NEWPORT BEACH, CA 92660 May 9, 2025 1 CORR 12/10/24 BLDG A CORR 3/18/25 OCFA 2 CORR 4/09/25 BLDG DATE SIGNED2 3 CORR 5/09/25 BLDG A6.2 STAIR PLANS SCALE: 1/4" = 1'-0" 1/4"=1'-0"1 1/4"=1'-0"22ND LEVEL FLOOR PLAN - STAIR 2 SECTION - STAIR 2 1/4"=1'-0"3 GROUND LEVEL FLOOR PLAN - STAIR 2 1.THE PURPOSE OF THIS SHEET IS TO IDENTIFY VERTICAL STAIR DIMENSIONS. STAIR MANUFACTURERS TO SUBMIT DETAILED SHOP DRAWINGS AND ENGINEERING CALCULATIONS TO CONTRACTOR, ARCHITECT, AND STRUCTURAL ENGINEER PRIOR TO STAIR FABRICATION FOR APPROVAL. 2.ALL WELDING TO BE DONE IN SHOP, GRIND SMOOTH ALL SURFACES. 3. ALL FIELD WELDING IS TO BE OBSERVED BY A CERTIFIED DEPUTY INSPECTOR. 4. STAIRS AND RAILINGS ARE TO BE SHOP PRIMED WITH RUST INHIBITING PAINT PRIOR TO INSTALLATION. 5. MAINTAIN 80" MINIMUM VERTICAL CLEARANCE MEASURED VERTICALLY FROM A PLANE PARALLEL AND TANGENT TO THE STAIRWAY TREAD NOSINGS. 6. VERIFY FIELD MEASUREMENTS PRIOR TO FABRICATION. 7. FIT AND SHOP ASSEMBLE IN LAYOUT PRACTICAL SECTIONS, FOR DELIVERY TO SITE. 8.FABRICATE ITEMS WITH JOINT MEMBERS BY CONTINUOUS WELDS. 9. GRIND EXPOSED JOINTS FLUSH AND SMOOTH WITH ADJACENT FINISH SURFACE. MAKE EXPOSED JOINTS BUTT TIGHT, FLUSH, AND HAIRLINE. EASE EXPOSED EDGES TO SMALL UNIFORM RADIUS. 10.EXPOSED MECHANICAL FASTENINGS - FLUSH COUNTERSUNK SCREWS OR BOLTS; UNOBTRUSIVELY LOCATED; CONSISTENT WITH DESIGN OF COMPONENT, EXCEPT WHERE SPECIFICALLY NOTED OTHERWISE. 11. SUPPLY COMPONENTS REQUIRED FOR ANCHORAGE OF FABRICATION. FABRICATE ANCHORS AND RELATED COMPONENTS OF SAME MATERIAL AND FINISH AS FABRICATION, EXCEPT WHERE SPECIFICALLY NOTED OTHERWISE. 12.CLEAN SURFACE FOR SCALE, GREASE, AND FOREIGN MATTER PRIOR TO FINISHING. 13.ALL PRIMING TO BE DONE IN SHOP. 14.STAIR RAILINGS - WELD TO STAIR STRINGER, AND BOLT TO WALL AND FLOOR ASSEMBLIES (AS REQUIRED). 15.ANGLES AND PLATES (AS REQUIRED) SHALL BE PRIME PAINTED OR GALVANIZED AS INDICATED. 16.SLEEVES - (AS REQUIRED) AT PIPE PENETRATIONS, SIZE TO ALLOW 1/4 INCH BETWEEN SLEEVE AND PIPE, PRIME PAINTED OR GALVANIZED. COAT WITH BITUMINOUS PAINTED PENETRATIONS AT CONCRETE OR MASONRY. 17.AT WEATHER-EXPOSED EXTERIOR STAIRS AND THEIR APPROACHES, THEY SHALL BE CONSTRUCTED SUCH THAT WATER WILL NOT ACCUMULATE ON THEIR SURFACES. 18.HANDRAILS DESIGNED FOR 50 LBS./FT. LATERAL LOAD. 19.HANDRAIL EXTENSIONS SHALL RETURN TO A WALL, GUARD OR THE WALKING SURFACE OR SHALL BE CONTINUOUS TO THE HANDRAIL OF AN ADJACENT STAIR FLIGHT. 20.INTERIOR FLOOR FINISH AND FLOOR COVERINGS IN EXIT ENCLOSURES, EXIT PASSAGEWAYS AND CORRIDORS SHALL NOT BE LESS THAN CLASS II IN GROUP R-2 AND S. 21.PROVIDE TACTILE EXIT SIGN AT EACH GRADE-LEVEL EXTERIOR EXIT DOOR, AT EXIT DOOR THAT LEADS DIRECTLY TO A GRADE-LEVEL EXTERIOR EXIT DOOR BY STAIRWAY OR RAMP, FROM INTERIOR ROOMS OR AREA TO A CORRIDOR OR HALLWAY THAT REQUIRES VISUAL EXIT SIGNS AND OTHER REQUIRED LOCATIONS WITH MANDATED WORDING PER CBC 1003.2.8.6. THE EXIT SIGN SHALL READ: "EXIT" AT GRADE LEVEL EXTERIOR EXIT DOOR. "EXIT STAIR DOWN", "EXIT STAIR UP" AT EACH EXIT DOOR THAT LEADS DIRECTLY TO A GRADE LEVEL EXTERIOR EXIT DOOR BY A STAIRWAY. "EXIT ROUTE" AT EXIT DOOR THAT LEADS TO A GRADE LEVEL EXTERIOR EXIT BY MEANS OF AN EXIT ENCLOSURE OR AN EXIT PASSAGEWAY. 22.PROVIDE EVACUATION SIGNS IN ACCORDANCE WITH TITLE 19, 3.09 AT EVERY STAIR. THE SIGNS SHALL BE SUBMITTED TO THE FIRE DEPARTMENT FOR REVIEW. STAIR GENERAL NOTES STAIR KEY NOTES STEEL STRINGER BY STAIR MANUFACTURER. PAINT FINISH. SOLID METAL RISER WITH PAINT FINISH 2x LANDING JOISTS, PER STRUCTURAL DRAWINGS BEAM PER STRUCTURAL DRAWINGS 42" PIPE GUARDRAIL, TYP. SEE DETAIL 7/A9.12 CONCRETE STAIR TREAD BY STAIR MANUFACTURER. WELD OR BOLT TO STRINGER. INTEGRAL 2" WIDE WARNING STRIP AT NOSING OF TOP AND BOTTOM TREADS. SEE DETAIL 17, 18, 19, 20/A9.12 TACTILE SIGNAGE WITH THE WORDS "EXIT STAIR DOWN", ETC. AT DOORS LEADING TO THE STAIR ENCLOSURE. SEE DETAIL 27/A0.11 TACTILE SIGNAGE WITH THE WORDS "EXIT ROUTE" AT FIRST FLOOR DOORS OF EXIT ENCLOSURE LEADING TO GRADE LEVEL EXTERIOR EXIT, (BY MEANS OF EXIT PASSAGEWAY). ILLUMINATED EXIT SIGN. SEE ELECTRICAL DRAWINGS, FOR LOCATION, ARROW INDICATION, MOUNTING, AND POWER. STAIRWAY FLOOR NUMBER SIGN; STAIRWAY FLOOR NUMBER SIGNS SHALL BE LOCATED AT EACH FLOOR LEVEL AND INCLUDE TACTILE DESIGNATIONS. SUCH SIGNS SHALL IDENTIFY THE STAIRWAY, (NE, SW etc.), INDICATE WHETHER OR NOT THERE IS ROOF ACCESS, THE FLOOR LEVEL, AND UPPER AND LOWER TERMINUS OF THE STAIRWAY. THE SIGN SHALL BE LOCATED APPROXIMATELY 5 FEET ABOVE THE LANDING FLOOR IN A POSITION THAT IS READILY VISIBLE WHEN THE DOOR IN EITHER THE OPEN OR CLOSED POSITION. SIGNS SHALL COMPLY WITH REQUIREMENTS OF CBC SECTION 1022.9/ IBC SECTION 1020.1.6. AT THE FIRST FLOOR LEVEL, THIS SIGN SHALL INCLUDE A FIVE POINTED STAR LOCATED TO THE LEFT OF THE IDENTIFYING FLOOR LEVEL. SEE DIAGRAM 1 BELOW. A CLASS I WET STANDPIPE WILL BE REQUIRED AND OUTLETS SHALL BE LOCATED WITHIN THE EXIT ENCLOSURE PER 905.3.1 AND 905.5.4. SEE FIRE SPRINKLER SUBMITTAL FOR EXACT LOCATION. INSTALL 1" STEEL TUBE GUARDS (AS SHOWN) 4" AND 27" FROM FIN. FLOOR TO TOP OF TUBE. SEE DIAGRAM 2 BELOW. 1 2 3 4 5 6 7 8 9 10 11 12 13 4 1 THRU 4 STAIR 1 ROOF ACCESS LOCATION OF SIGN IN STAIRWAY 4th FLOOR OF STAIR WAY THE STAIRWAY TERMINATES ON THE ROOF / STAIR. THIS IS THE NUMBER ONE STAIR. STAIR WAY THAT EXTENDS FROM THE 1st TO THE 4th FLOOR OF A 4 STORY BUILDING BRAILLE STANDPIPE 4" MAX. EXTENDED FROM GUARD 4" M A X . TO P O F T U B E 27 " M A X . TO P O F T U B E PROVIDE CONTRASTING STRIP AT ALL STEPS. SEE DETAIL 15/A0.6 THE CONTENT OF THE ARCHITECTURAL SECTION IS TO CONVEY THE GENERAL DESIGN CONFIGURATION AND SPATIAL RELATIONSHIPS OF THE BUILDING. REFER TO STRUCTURAL DRAWINGS AND CALCULATIONS FOR STRUCTURAL ELEMENTS AND REQUIREMENTS HANDRAIL, SEE SHEET A0.18 FOR TYPICAL CONDITIONS. FOR EXTENSION FROM TOP TREAD NOSING, SEE DETAIL 2/A9.12. FOR EXTENSION FROM BOTTOM TREAD NOSING, SEE DETAIL 3/A9.12; WOOD STAIRS: FOR EXTENSION FROM TOP TREAD NOSING, SEE DETAIL 4/A9.13. FOR EXTENSION FROM BOTTOM TREAD NOSING, SEE DETAIL 3/A9.13 BARRIER GUARD/RAIL, PER ADA REQUIREMENTS. SEE DETAIL 16/A0.614 EXIT BARRIER. SEE DETAIL 28/A0.1115 CAST-IN-PLACE CONCRETE STAIRS. REFER TO STRUCTURAL FOR REINFORCEMENT.16 CAST-IN-PLACE CONCRETE LANDING. REFER TO STRUCTURAL FOR REINFORCEMENT.17 DIAGRAM 1 DIAGRAM 2 WOOD TREAD AND RISER STAIRS - SEE DETAILS 1,2,3/A9.1318 WOOD STRINGERS19 42" HIGH LOW WALL20 UP 1 8 R @6 . 7 2 " E A . 4 - 8'-8" 9 4 14 8 8'-8" 9 STAIR 3 TRASH 13 6' - 8 1 / 2 " 1' - 1 1 " 5' - 7 " CORRIDOR 2'-0"6'-8" 30 ' - 1 " 7' - 6 " 15 ' - 7 " (1 8 " E Q . S T R E A D S A T 1 1 " ) 7' - 0 " 5'-1 1/2"3'-6 1/2" PARKING STAIR 3 STAIR 3 STAIR 3 CORRIDOR CORRIDOR CORRIDOR 3' - 0 " TY P . 3' - 0 " 3' - 0 " TY P . 3' - 0 " TY P . 3' - 0 " TY P . 4 6 3' - 6 " TY P . 5 14 19 7 18 4 8 6 7 15 ' - 8 " 10 ' - 1 " 18 R I S E R S @ 7 " M A X . 10 ' - 1 " 18 R I S E R S @ 7 " M A X . LEVEL 02 TO LANDING LEVEL 03 TO LANDING 9' - 1 " ROOF LEVEL TO LANDING GROUND LANDING UP 1 8 R @6 . 7 2 " E A . DN 1 8 R @6 . 7 2 " E A . 5 8 9 13 TRASH CORRIDOR 4 - STAIR 3 30 ' - 1 " 7' - 6 " 15 ' - 7 " (1 8 " E Q . S T R E A D S A T 1 1 " ) 7' - 0 " 6' - 0 " 1' - 0 " 4 1' - 1 1 " 5' - 7 " 8'-8" 2'-0"6'-8" DN 1 8 R @6 . 7 2 " E A . 5 4 8 8'-8" 9 STAIR 3 13 TRASH 5'-8"3'-0" CORRIDOR 30 ' - 1 " 7' - 6 " 15 ' - 7 " (1 8 " E Q . S T R E A D S A T 1 1 " ) 7' - 0 " 4 - 1' - 0 " 6' - 0 " 4'-4 1/2"4'-3 1/2" 32 2 N . H A R B O R B L V D . SA N T A A N A , C A 9 2 7 0 3 SHEET NUMBER 2 0 2 4 0 1 0 SHEET TITLE PROJECT NUMBER REVISIONS NO.DATE NO.DATE HANNOUCHE ARCHITECTS EXPRESSLY RESERVES ITS COMMON LAW COPYRIGHT AND OTHER PROPERTY RIGHTS INHERENT IN THESE PLANS. ALL DRAWINGS, ELECTRONIC FILES, FIELD NOTES AND ASSOCIATED DOCUMENTS ARE INSTRUMENTS OF SERVICE AND ARE THE PROPERTY OF HANNOUCHE ARCHITECTS. ALL INFORMATION CONTAINED IN THESE DRAWINGS, ELECTRONIC FILES, FIELD NOTES AND ASSOCIATED DOCUMENTS IS PROJECT SPECIFIC AND SHALL NOT BE REPRODUCED, DISCLOSED, CHANGED, COPIED, OR USED OTHERWISE IN ANY FORM OR MANNER WHATSOEVER, WITHOUT FIRST OBTAINING THE EXPRESSED WRITTEN PERMISSION AND CONSENT OF HANNOUCHE ARCHITECTS. HANNOUCHE ARCHITECT c 2021 HANNOUCHE ARCHITECTS 949.261.2070 SAMIR HANNOUCHE, ARCHITECT 20250 SW ACACIA ST. #145 NEWPORT BEACH, CA 92660 May 9, 2025 1 CORR 12/10/24 BLDG A CORR 3/18/25 OCFA 2 CORR 4/09/25 BLDG DATE SIGNED2 3 CORR 5/09/25 BLDG A6.3 STAIR PLANS SCALE: 1/4" = 1'-0" 1/4"=1'-0"1SECTION - STAIR 3 1/4"=1'-0"4 2ND LEVEL FLOOR PLAN - STAIR 3 1/4"=1'-0"34TH LEVEL FLOOR PLAN - STAIR 3 1/4"=1'-0"23RD LEVEL FLOOR PLAN - STAIR 3 1.THE PURPOSE OF THIS SHEET IS TO IDENTIFY VERTICAL STAIR DIMENSIONS. STAIR MANUFACTURERS TO SUBMIT DETAILED SHOP DRAWINGS AND ENGINEERING CALCULATIONS TO CONTRACTOR, ARCHITECT, AND STRUCTURAL ENGINEER PRIOR TO STAIR FABRICATION FOR APPROVAL. 2.ALL WELDING TO BE DONE IN SHOP, GRIND SMOOTH ALL SURFACES. 3. ALL FIELD WELDING IS TO BE OBSERVED BY A CERTIFIED DEPUTY INSPECTOR. 4. STAIRS AND RAILINGS ARE TO BE SHOP PRIMED WITH RUST INHIBITING PAINT PRIOR TO INSTALLATION. 5. MAINTAIN 80" MINIMUM VERTICAL CLEARANCE MEASURED VERTICALLY FROM A PLANE PARALLEL AND TANGENT TO THE STAIRWAY TREAD NOSINGS. 6. VERIFY FIELD MEASUREMENTS PRIOR TO FABRICATION. 7. FIT AND SHOP ASSEMBLE IN LAYOUT PRACTICAL SECTIONS, FOR DELIVERY TO SITE. 8.FABRICATE ITEMS WITH JOINT MEMBERS BY CONTINUOUS WELDS. 9. GRIND EXPOSED JOINTS FLUSH AND SMOOTH WITH ADJACENT FINISH SURFACE. MAKE EXPOSED JOINTS BUTT TIGHT, FLUSH, AND HAIRLINE. EASE EXPOSED EDGES TO SMALL UNIFORM RADIUS. 10.EXPOSED MECHANICAL FASTENINGS - FLUSH COUNTERSUNK SCREWS OR BOLTS; UNOBTRUSIVELY LOCATED; CONSISTENT WITH DESIGN OF COMPONENT, EXCEPT WHERE SPECIFICALLY NOTED OTHERWISE. 11. SUPPLY COMPONENTS REQUIRED FOR ANCHORAGE OF FABRICATION. FABRICATE ANCHORS AND RELATED COMPONENTS OF SAME MATERIAL AND FINISH AS FABRICATION, EXCEPT WHERE SPECIFICALLY NOTED OTHERWISE. 12.CLEAN SURFACE FOR SCALE, GREASE, AND FOREIGN MATTER PRIOR TO FINISHING. 13.ALL PRIMING TO BE DONE IN SHOP. 14.STAIR RAILINGS - WELD TO STAIR STRINGER, AND BOLT TO WALL AND FLOOR ASSEMBLIES (AS REQUIRED). 15.ANGLES AND PLATES (AS REQUIRED) SHALL BE PRIME PAINTED OR GALVANIZED AS INDICATED. 16.SLEEVES - (AS REQUIRED) AT PIPE PENETRATIONS, SIZE TO ALLOW 1/4 INCH BETWEEN SLEEVE AND PIPE, PRIME PAINTED OR GALVANIZED. COAT WITH BITUMINOUS PAINTED PENETRATIONS AT CONCRETE OR MASONRY. 17.AT WEATHER-EXPOSED EXTERIOR STAIRS AND THEIR APPROACHES, THEY SHALL BE CONSTRUCTED SUCH THAT WATER WILL NOT ACCUMULATE ON THEIR SURFACES. 18.HANDRAILS DESIGNED FOR 50 LBS./FT. LATERAL LOAD. 19.HANDRAIL EXTENSIONS SHALL RETURN TO A WALL, GUARD OR THE WALKING SURFACE OR SHALL BE CONTINUOUS TO THE HANDRAIL OF AN ADJACENT STAIR FLIGHT. 20.INTERIOR FLOOR FINISH AND FLOOR COVERINGS IN EXIT ENCLOSURES, EXIT PASSAGEWAYS AND CORRIDORS SHALL NOT BE LESS THAN CLASS II IN GROUP R-2 AND S. 21.PROVIDE TACTILE EXIT SIGN AT EACH GRADE-LEVEL EXTERIOR EXIT DOOR, AT EXIT DOOR THAT LEADS DIRECTLY TO A GRADE-LEVEL EXTERIOR EXIT DOOR BY STAIRWAY OR RAMP, FROM INTERIOR ROOMS OR AREA TO A CORRIDOR OR HALLWAY THAT REQUIRES VISUAL EXIT SIGNS AND OTHER REQUIRED LOCATIONS WITH MANDATED WORDING PER CBC 1003.2.8.6. THE EXIT SIGN SHALL READ: "EXIT" AT GRADE LEVEL EXTERIOR EXIT DOOR. "EXIT STAIR DOWN", "EXIT STAIR UP" AT EACH EXIT DOOR THAT LEADS DIRECTLY TO A GRADE LEVEL EXTERIOR EXIT DOOR BY A STAIRWAY. "EXIT ROUTE" AT EXIT DOOR THAT LEADS TO A GRADE LEVEL EXTERIOR EXIT BY MEANS OF AN EXIT ENCLOSURE OR AN EXIT PASSAGEWAY. 22.PROVIDE EVACUATION SIGNS IN ACCORDANCE WITH TITLE 19, 3.09 AT EVERY STAIR. THE SIGNS SHALL BE SUBMITTED TO THE FIRE DEPARTMENT FOR REVIEW. STAIR GENERAL NOTES STAIR KEY NOTES STEEL STRINGER BY STAIR MANUFACTURER. PAINT FINISH. SOLID METAL RISER WITH PAINT FINISH 2x LANDING JOISTS, PER STRUCTURAL DRAWINGS BEAM PER STRUCTURAL DRAWINGS 42" PIPE GUARDRAIL, TYP. SEE DETAIL 7/A9.12 CONCRETE STAIR TREAD BY STAIR MANUFACTURER. WELD OR BOLT TO STRINGER. INTEGRAL 2" WIDE WARNING STRIP AT NOSING OF TOP AND BOTTOM TREADS. SEE DETAIL 17, 18, 19, 20/A9.12 TACTILE SIGNAGE WITH THE WORDS "EXIT STAIR DOWN", ETC. AT DOORS LEADING TO THE STAIR ENCLOSURE. SEE DETAIL 27/A0.11 TACTILE SIGNAGE WITH THE WORDS "EXIT ROUTE" AT FIRST FLOOR DOORS OF EXIT ENCLOSURE LEADING TO GRADE LEVEL EXTERIOR EXIT, (BY MEANS OF EXIT PASSAGEWAY). ILLUMINATED EXIT SIGN. SEE ELECTRICAL DRAWINGS, FOR LOCATION, ARROW INDICATION, MOUNTING, AND POWER. STAIRWAY FLOOR NUMBER SIGN; STAIRWAY FLOOR NUMBER SIGNS SHALL BE LOCATED AT EACH FLOOR LEVEL AND INCLUDE TACTILE DESIGNATIONS. SUCH SIGNS SHALL IDENTIFY THE STAIRWAY, (NE, SW etc.), INDICATE WHETHER OR NOT THERE IS ROOF ACCESS, THE FLOOR LEVEL, AND UPPER AND LOWER TERMINUS OF THE STAIRWAY. THE SIGN SHALL BE LOCATED APPROXIMATELY 5 FEET ABOVE THE LANDING FLOOR IN A POSITION THAT IS READILY VISIBLE WHEN THE DOOR IN EITHER THE OPEN OR CLOSED POSITION. SIGNS SHALL COMPLY WITH REQUIREMENTS OF CBC SECTION 1022.9/ IBC SECTION 1020.1.6. AT THE FIRST FLOOR LEVEL, THIS SIGN SHALL INCLUDE A FIVE POINTED STAR LOCATED TO THE LEFT OF THE IDENTIFYING FLOOR LEVEL. SEE DIAGRAM 1 BELOW. A CLASS I WET STANDPIPE WILL BE REQUIRED AND OUTLETS SHALL BE LOCATED WITHIN THE EXIT ENCLOSURE PER 905.3.1 AND 905.5.4. SEE FIRE SPRINKLER SUBMITTAL FOR EXACT LOCATION. INSTALL 1" STEEL TUBE GUARDS (AS SHOWN) 4" AND 27" FROM FIN. FLOOR TO TOP OF TUBE. SEE DIAGRAM 2 BELOW. 1 2 3 4 5 6 7 8 9 10 11 12 13 4 1 THRU 4 STAIR 1 ROOF ACCESS LOCATION OF SIGN IN STAIRWAY 4th FLOOR OF STAIR WAY THE STAIRWAY TERMINATES ON THE ROOF / STAIR. THIS IS THE NUMBER ONE STAIR. STAIR WAY THAT EXTENDS FROM THE 1st TO THE 4th FLOOR OF A 4 STORY BUILDING BRAILLE STANDPIPE 4" MAX. EXTENDED FROM GUARD 4" M A X . TO P O F T U B E 27 " M A X . TO P O F T U B E PROVIDE CONTRASTING STRIP AT ALL STEPS. SEE DETAIL 15/A0.6 THE CONTENT OF THE ARCHITECTURAL SECTION IS TO CONVEY THE GENERAL DESIGN CONFIGURATION AND SPATIAL RELATIONSHIPS OF THE BUILDING. REFER TO STRUCTURAL DRAWINGS AND CALCULATIONS FOR STRUCTURAL ELEMENTS AND REQUIREMENTS HANDRAIL, SEE SHEET A0.18 FOR TYPICAL CONDITIONS. FOR EXTENSION FROM TOP TREAD NOSING, SEE DETAIL 2/A9.12. FOR EXTENSION FROM BOTTOM TREAD NOSING, SEE DETAIL 3/A9.12; WOOD STAIRS: FOR EXTENSION FROM TOP TREAD NOSING, SEE DETAIL 4/A9.13. FOR EXTENSION FROM BOTTOM TREAD NOSING, SEE DETAIL 3/A9.13 BARRIER GUARD/RAIL, PER ADA REQUIREMENTS. SEE DETAIL 16/A0.614 EXIT BARRIER. SEE DETAIL 28/A0.1115 CAST-IN-PLACE CONCRETE STAIRS. REFER TO STRUCTURAL FOR REINFORCEMENT.16 CAST-IN-PLACE CONCRETE LANDING. REFER TO STRUCTURAL FOR REINFORCEMENT.17 DIAGRAM 1 DIAGRAM 2 WOOD TREAD AND RISER STAIRS - SEE DETAILS 1,2,3/A9.1318 WOOD STRINGERS19 42" HIGH LOW WALL20 5'-0"5'-0"ELEV. MECH. 6 - 6 - 4 6 7' - 1 " CL E A R 7 1 ELEV SMOKE CURTAIN ABV. 10 ' - 7 " 6" ELEV. 4' - 9 1 / 2 " LOBBY 9'-0 1/2" 4'-7 1/2"3'-6" MIN. 11"6" IDF 6 - 6 4 7' - 1 " CL E A R 7 1 6" 9' - 3 1 / 2 " ELEV. 4' - 9 1 / 2 " LOBBY ELEV SMOKE CURTAIN ABV.9'-0 1/2" 4'-7 1/2"3'-6" MIN. 11"6" 1' - 3 1 / 2 " LOBBYELEVATOR STAIR 1 ELEVATOR ELEVATOR ELEVATOR LOBBYSTAIR 1 STAIR 1 STAIR 1 ELEVATOR PIT LOBBY LOBBY OPEN TO BEYOND OPEN TO BEYOND OPEN TO BEYOND 14 ' - 0 " 9' - 1 " 9' - 1 " 9' - 1 " T.P T.P T.P T.P GROUND LEVEL 2ND LEVEL 3RD LEVEL 4TH LEVEL ROOF DECK 13 ' - 5 " 7 D6.1 7 D6.1 7 D6.1 7 D6.1 6 D6.1 9 D6.1 9 D6.1 9 D6.1 12 ' - 8 " M I N . T O UN D E R W I D E H O I S T W A Y B E A M 8 IDF 6 - 7 4 6 7' - 1 " CL E A R 10 ' - 7 " 6" 1 ELEV. 4' - 9 1 / 2 " LOBBY ELEV SMOKE CURTAIN ABV.9'-0 1/2" 4'-7 1/2"3'-6" MIN. 11"6" 6 - 6' - 9 " CL E A R 7 4 6 1 ELEV SMOKE CURTAIN ABV. 9' - 1 0 1 / 2 " ELEV.ELEV. MECH.10 ' - 8 1 / 2 " 6' - 9 1 / 2 " 6' - 8 " LOBBY 4'-10"10"1'-11 1/2"3'-6" 8'-3 1/2" 2'-0"5'-7 1/2" 1'-0"8'-8 1/2"3'-3 1/2" 4'-5 1/2"3'-6" MIN. 9"8" 1'-10 1/2" 8" 9'-4 1/2" 32 2 N . H A R B O R B L V D . SA N T A A N A , C A 9 2 7 0 3 SHEET NUMBER 2 0 2 4 0 1 0 SHEET TITLE PROJECT NUMBER REVISIONS NO.DATE NO.DATE HANNOUCHE ARCHITECTS EXPRESSLY RESERVES ITS COMMON LAW COPYRIGHT AND OTHER PROPERTY RIGHTS INHERENT IN THESE PLANS. ALL DRAWINGS, ELECTRONIC FILES, FIELD NOTES AND ASSOCIATED DOCUMENTS ARE INSTRUMENTS OF SERVICE AND ARE THE PROPERTY OF HANNOUCHE ARCHITECTS. ALL INFORMATION CONTAINED IN THESE DRAWINGS, ELECTRONIC FILES, FIELD NOTES AND ASSOCIATED DOCUMENTS IS PROJECT SPECIFIC AND SHALL NOT BE REPRODUCED, DISCLOSED, CHANGED, COPIED, OR USED OTHERWISE IN ANY FORM OR MANNER WHATSOEVER, WITHOUT FIRST OBTAINING THE EXPRESSED WRITTEN PERMISSION AND CONSENT OF HANNOUCHE ARCHITECTS. HANNOUCHE ARCHITECT c 2021 HANNOUCHE ARCHITECTS 949.261.2070 SAMIR HANNOUCHE, ARCHITECT 20250 SW ACACIA ST. #145 NEWPORT BEACH, CA 92660 May 9, 2025 1 CORR 12/10/24 BLDG A CORR 3/18/25 OCFA 2 CORR 4/09/25 BLDG DATE SIGNED2 3 CORR 5/09/25 BLDG A6.4 ENLARGED PLANS & SECTION- ELEVATOR SCALE: 1/8" = 1'-0" 1/4"=1'-0"1ELEVATOR SECTION 1/4"=1'-0"6 PIT LEVEL FLOOR PLAN - ELEV. 1/4"=1'-0"4 ELEVATOR GENERAL NOTES BUILDING CODE REQUIREMENTS: GENERAL NOTES: 1.THE PURPOSE OF THIS SHEET IS TO IDENTIFY ELEVATOR SHAFT DIMENSIONS. 2.INFORMATION INDICATED IN PLANS AND SECTIONS TAKE PRECEDENT UNLESS CONFLICTING WITH MINIMUM CODE REQUIREMENTS. 3.THE DESIGN OF THE ELEVATOR AND ALL ITS COMPONENTS SHALL BE PROVIDED BY THE MANUFACTURER. ENGINEERING AND DRAWINGS SHALL BE STAMPED AND SIGNED BY THE MANUFACTURER AND SUBMITTED TO THE CONTRACTOR, ARCHITECT, AND JURISDICTION FOR APPROVAL PRIOR TO FABRICATION. 4.SEE EXITING PLANS FOR DOOR DESIGNATIONS & WALL AND SHAFT ASSEMBLY RATINGS. 5.ELEVATORS MUST BE PROVIDE WITH PHASE I EMERGENCY RECALL AND PHASE II EMERGENCY IN CAR OPERATION. BUILDING CODE NOTES INDICATED HEREWITH ARE ABBREVIATED ADDRESSING THE MORE COMMON APPLICABLE CODE ISSUES PERTINENT TO THIS PROJECT TYPE. REFERENCE THE INTERNATIONAL BUILDING CODE (IBC) FOR FULL CODE DESCRIPTION AND ALLOWANCES. 1.ELEVATORS SHALL BE ACCESSIBLE AND COMPLY WITH IBC SECTION 3001.3 REQUIREMENTS AND ICC 117.1 STANDARD (LATEST EDITION). 2.PASSENGER ELEVATORS SHALL BE LOCATED NEAR A MAJOR PATH OF TRAVEL AND PROVISIONS SHALL BE MADE TO ASSURE THAT THEY REMAIN ACCESSIBLE AND USABLE AT ALL TIMES THE BUILDING IS OCCUPIED. 3.THE ELEVATOR CAR INSIDE SHALL ALLOW FOR THE TURNING OF A WHEELCHAIR. THE MINIMUM CLEAR DISTANCE BETWEEN WALLS OR BETWEEN WALL AND DOOR, EXCLUDING RETURN PANELS, SHALL BE NOT LESS THAN 80 INCHES X 54 INCHES FOR CENTER-OPENING DOORS, AND 68 INCHES X 54 INCHES FOR SIDE-SLIDE OPENING DOORS. MINIMUM DISTANCE FROM WALL TO RETURN PANEL SHALL BE NOT LESS THAN 51 INCHES. SEE IBC SECTION 3002.4 FOR STRETCHER REQUIREMENTS. MINIMUM CLEAR WIDTH FOR CENTER-OPENING ELEVATOR DOORS SHALL BE 36 INCHES AND MINIMUM CLEAR WIDTH FOR ELEVATOR DOORS NOT CENTERED ON THE WALL SHALL BE 42 INCHES. 4.ELEVATOR CALL BUTTONS SHALL BE NO HIGHER 48 INCHES FOR FRONT APPROACH. EXCEPT FOR PHOTOELECTRIC TUBE BYPASS SWITCHES, EMERGENCY CONTROLS, INCLUDING THE EMERGENCY STOP AND ALARM, SHALL BE GROUPED IN OR ADJACENT TO THE BOTTOM OF THE PANEL AND SHALL BE NO LOWER THAN 35 INCHES FROM THE FLOOR. 5.THE ELEVATOR FLOOR BUTTONS SHALL BE PROVIDED WITH VISUAL INDICATORS TO SHOW WHEN EACH CALL IS REGISTERED. THE VISUAL INDICATORS SHALL BE EXTINGUISHED WHEN EACH CAR ARRIVES AT THE DISINATED FLOOR. 6.THE ELEVATOR EMERGENCY TELEPHONE HANDSET SHALL BE POSITIONED NO HIGHER THAN 48 INCHES ABOVE THE FLOOR, AND THE HANDSET CORD SHALL BE A MINIMUM OF 29 INCHES IN LENGTH. IF THE ELEVATOR TELEPHONE SYSTEM IS LOCATED IN A CLOSED COMPARTMENT, THE COMPARTMENT DOOR HARDWARE SHALL BE LEVER TYPE CONFORMING TO THE PROVISIONS OF IBC SECTION 1010.1.9.1. EMERGENCY INTERCOMMUNICATION SHALL NOT REQUIRE VOICE COMMUNICATION. 7.THE MINIMUM ILLUMINATION AT THE ELEVATOR CAR CONTROLS, THRESHOLD, AND THE LANDING WHEN THE CAR AND LANDING DOORS ARE OPEN SHALL NOT BE LESS THAN 5 FOOT-CANDLES. CALL OPERATION BUTTONS SHALL BE CENTERED 42 INCHES ABOVE THE FLOOR. BUTTONS SHALL BE A MINIMUM OF 3/4 INCH IN SIZE AND SHALL BE RAISED 1/8 INCH PLUS OR MINUS 1/32 INCH ABOVE THE SURROUNDING SURFACE. VISUAL INDICATION SHALL BE PROVIDED TO SHOW EACH CALL REGISTERED AND EXTINGUISHED WHEN ANSWERED. OBJECTS ADJACENT TO, AND BELOW, HALL CALL BUTTONS SHALL NOT PROJECT MORE THAN 4 INCHES FROM THE WALL. HALL CALL BUTTONS SHALL BE INTERNALLY ILLUMINATED WITH A WHITE LIGHT OVER THE ENTIRE SURFACE OF THE BUTTON. CAR CONTROL BUTTONS: PASSENGER ELEVATOR CAR CONTROLS SHALL HAVE A MINIMUM DIMENSION OF 3/4 INCH AND SHALL BE RAISED 1/8 INCH PLUS OR MINUS 1/32 INCH ABOVE THE SURROUNDING SURFACE. CONTROL BUTTONS SHALL BE ILLUMINATED, HAVE SQUARE SHOULDERS, AND BE ACTIVATED BY A MECHANICAL MOTION THAT IS DETECTABLE. ALL CONTROL BUTTONS SHALL BE DESIGNATED BY 5/8 INCH MINIMUM, ARABIC NUMERAL, STANDARD ALPHABET CHARACTER, OR STANDARD SYMBOL IMMEDIATELY TO THE LEFT OF THE CONTROL BUTTON. A BRAILLE SYMBOL SHALL BE LOCATED IMMEDIATELY BELOW THE NUMERAL, CHARACTER OR SYMBOL. A MINIMUM CLEAR SPACE OF 3/8 INCH OR OTHER SUITABLE MEANS OF SEPARATION SHALL BE PROVIDED BETWEEN ROWS OF CONTROL BUTTONS. RAISED CHARACTERS SHALL BE WHITE ON A BLACK BACKGROUND. CONTROLS AND EMERGENCY EQUIPMENT IDENTIFIED BY RAISED SYMBOLS SHALL INCLUDE, BUT NOT BE LIMITED TO, DOOR OPEN, DOOR CLOSE, ALARM BELL, EMERGENCY STOP AND TELEPHONE. THE CALL BUTTON FOR THE MAIN ENTRY FLOOR SHALL BE DESIGNATED BY A RAISED STAR AT THE LEFT OF THE FLOOR DESIGNATION. 8.HALL LANTERNS. A VISUAL AND AUDIBLE SIGNAL SHALL BE PROVIDED AT EACH HOISTWAY ENTRANCE INDICATING TO THE PROSPECTIVE PASSENGER THE CAR ANSWERING THE CALL AND ITS DIRECTION OF TRAVEL AS FOLLOWS THE VISUAL SIGNAL FOR EACH DIRECTION SHALL BE A MINIMUM OF 2 1/2 INCHES X 2 1/2 INCHES, AND VISIBLE FROM THE PROXIMITY OF THE HALL CALL BUTTON. THE AUDIBLE SIGNAL SHALL SOUND ONCE FOR THE UP DIRECTION AND TWICE FOR THE DOWN DIRECTION OR OF A CONFIGURATION THAT DISTINGUISHES BETWEEN UP AND DOWN ELEVATOR TRAVEL. THE CENTERLINE OF THE FIXTURE SHALL BE LOCATED A MINIMUM OF 6 FEET IN HEIGHT FROM THE LOBBY FLOOR. THE USE OF ELEVATOR IN-CAR LANTERNS, LOCATED IN OR ON THE CAR DOOR JAMBS, VISIBLE FROM THE PROXIMITY OF THE HALL CALL BUTTONS AND CONFORMING TO ICC A117.1 STANDARD WILL BE ACCEPTABLE. THE USE OF ARROW SHAPES IS PREFERRED FOR VISIBLE SYMBOLS. 9.THE FLOOR LEVEL AT ALL ELEVATOR HOISTWAY ENTRANCES SHALL BE DESIGNATED BY RAISED CHARACTERS ON BOTH JAMBS. CHARACTERS SHALL BE 2 INCHES IN HEIGHT LOCATED WITH THE CENTERLINE 60 INCHES FROM THE FLOOR. ON THE MAIN ENTRY LEVEL, A RAISED FIVE-POINTED STAR SHALL BE PLACED TO THE LEFT OF THE RAISED CHARACTER. THE OUTSIDE DIAMETER OF THE STAR SHALL BE 2 INCHES AND ALL POINTS SHALL BE OF EQUAL LENGTH. THE RAISED CHARACTERS AND THE STAR SHALL BE WHITE ON A BLACK BACKGROUND. CONTRACTED GRADE 2 BRAILLE, CONFORMING TO ICC 117.1 STANDARD, SHALL BE PLACED BELOW THE CORRESPONDING RAISED CHARACTERS AND THE STAR. THE BRAILLE TRANSLATION FOR THE STAR SHALL STATE "MAIN". THE RAISED CHARACTERS SHALL COMPLY WITH ICC 117.1 STANDARD. 10.THE ELEVATOR SHALL BE AUTOMATIC AND BE PROVIDED WITH A SELF-LEVELING FEATURE THAT WILL AUTOMATICALLY BRING THE CAR TO THE FLOOR LANDINGS WITHIN A TOLERANCE OF PLUS OR MINUS 1/2 INCH UNDER NORMAL LOADING AND UNLOADED CONDITIONS. THIS SELF-LEVELING SHALL, WITHIN ITS ZONE, BE ENTIRELY AUTOMATIC AND INDEPENDENT OF THE OPERATING DEVICE AND SHALL CORRECT THE OVER TRAVEL OR UNDERTRAVEL. THE CAR SHALL BE MAINTAINED APPROXIMATELY LEVEL WITH THE LANDING. THE CLEARANCE BETWEEN THE CAR PLATFORM SILL AND THE EDGE OF THE HOISTWAY LANDING SHALL BE NO GREATER THAN 1 1/4 INCHES. 11.AUTOMATIC, POWER OPERATED, HORIZONTAL SLIDING CAR AND HOIST WAY DOORS SHALL BE PROVIDED. DOORS CLOSED BY AUTOMATIC MEANS SHALL BE PROVIDED WITH A DOOR- REOPENING DEVICE THAT WILL FUNCTION TO STOP AND REOPEN A CAR DOOR AND ADJACENT HOISTWAY DOOR IN CASE THE CAR DOOR IS OBSTRUCTED WHILE CLOSING. THIS REOPENING DEVICE SHALL ALSO BE CAPABLE OF SENSING AN OBJECT OR PERSON IN THE PATH OF A CLOSING DOOR WITHOUT REQUIRING CONTACT FOR ACTIVATION AT A NOMINAL 5 INCHES AND 29 INCHES ABOVE THE FLOOR. DOOR RE-OPENING DEVICES SHALL REMAIN EFFECTIVE FOR A PERIOD OF NOT LESS THAN 20 SECONDS. AFTER SUCH AN INTERVAL, THE DOORS MAY CLOSE PER ASME A17.1. 12.THE MINIMUM ACCEPTABLE TIME FROM NOTIFICATION THAT A CAR IS ANSWERING A CALL UNTIL THE DOORS OF THE CAR START TO CLOSE SHALL BE CALCULATED BY THE EQUATION T = D/(1.5 FT/S) OR T = D/(445MM/S). WHERE T IS THE TOTAL TIME IN SECONDS AND D IS THE DISTANCE FROM A POINT IN THE LOBBY OR LANDING AREA 60 INCHES DIRECTLY IN FRONT OF THE FARTHEST CALL BUTTON CONTROLLING THAT CAR TO THE CENTERLINE OF ITS HOISTWAY DOOR. FOR CARS WITH IN-CAR LANTERNS, T BEGINS WHEN THE LANTERN IS VISIBLE FROM THE VICINITY OF HALL CALL BUTTONS AND AN AUDIBLE SIGNAL IS SOUNDED. 13.THE MINIMUM ACCEPTABLE TIME FOR DOORS TO REMAIN FULLY OPEN SHALL NOT BE LESS THAN FIVE SECONDS. 14.FIRE SERVICE ACCESS ELEVATOR SYMBOL REQUIREMENTS - SEE DETAIL 15.PASSENGER ELEVATORS, THE INTERIORS OF WHICH ARE NOT COMPLETELY VISIBLE WHEN CAR DOOR(S) IS OPEN, SHALL HAVE MIRRORS SO PLACED AS TO MOKE VISIBLE THE WHOLE OF THE ELEVATOR INTERIOR TO PROPECTIVE PASSENGERS OUTSIDE THE ELEVATOR. LEGEND TYPICAL METAL WALL FRAMING TYPICAL 1'-0" CONCRETE WALL, U.N.O. TYPICAL 8" CMU WALL, U.N.O. 1A WALL TYPES - SHEET A0.5 ELEVATOR KEY NOTES 1 2 3 4 5 2 WAY COMMUNICATION AT EACH ELEVATOR LANDING (EXCEPT LEVEL OF EXIT DISCHARGE), PER CBC 1007.8. SEE ELEVATOR REQUIREMENTS. ELEVATOR SHALL COMPLY WITH SECTION 3002.4 TO ACCOMMODATE AN AMBULANCE STRETCHRE 24"X 76" MINIMUM 5' RADIUS CORNERS. ELEVATOR SLIDING DOOR SMOKE CONTAINMENT SYSTEM EXCEPT @ GROUND FLOOR. ELEVATOR CALL BUTTON, SEE DETAIL 3 & 4/A6.21 6 WALL SECTION OF CALL BUTTON. 7 2-HOUR ELEVATOR SHAFT FIRE BARRIER-CONTINUE GYPSUM BOARD TO THE FLOOR/ROOF SHEATHING ABOVE. 8 HOISTWAY BEAM PER STAIR PLAN. ELEVATOR PER OWNER'S SPECIFICATIONS. PROVIDE SUPPORT AND BRACING FOR ELEVATOR GUIDE RAIL BRACKETS PER MANUFACTURER'S SPECS. 3RD LEVEL FLOOR PLAN - ELEV.1/4"=1'-0"54TH LEVEL FLOOR PLAN - ELEV.1/4"=1'-0"32ND LEVEL FLOOR PLAN - ELEV. 1/4"=1'-0"2GROUND LEVEL FLOOR PLAN - ELEV. 2B 5 BATH4BATH3BATH 1 KITCHEN 1' - 0 " 3' - 6 " 1' - 6 " 3' - 0 " 2' - 0 " CL R . 2 KITCHEN 1' - 0 " 3' - 6 " 1' - 6 " 3' - 0 " 1B 1A 4A 4B 1E 4E 1D 4B 4L 4A 1C 1INTERIOR ELEVATIONS - UNIT A-1 3/8"=1'-0"2INTERIOR ELEVATIONS - COMMUNITY ROOM 9' - 0 " EQ . EQ . EQ . EQ . EQ . 4E 2D 2C4M 2A 4G 7' - 0 " 2B 2' - 4 " 3' - 8 " 2' - 8 " 4" 1 KITCHEN 3 KITCHEN 1' - 0 " 3' - 6 " 1' - 6 " 3' - 0 " 1B 1A 4A 1D 4B 4E 4A 1C 9' - 0 " 1' - 0 " 3' - 6 " 1' - 6 " 3' - 0 " 4L 1' - 0 " 3' - 6 " 1' - 6 " 3' - 0 " 4L 4A 2 KITCHEN 4E 4E 1E 4E 4E 2D 2C4M 2A 2' - 4 " 3' - 8 " 2' - 8 " 4" 4 POWDER ROOM 9' - 0 " 9' - 0 " 5 LINEN 4B 3' - 0 " 2' - 0 " 4D4E 3' - 0 " 9' - 0 " 6 LOWER CABINET @ OFFICE 3' - 0 " 4J4E 9' - 0 " 4K 6 LAUNDRY 3A 3' - 0 " CL R . 4B 2F 33 " M I N . 36 " M A X . 9' - 0 " 6' - 2 " 6' - 2 " 7 BUILD-IN DESK @ OFFICE 2' - 8 " 9' - 0 " 9' - 0 " 2' - 8 " 9' - 0 " 8 BUILD-IN DESK @ OFFICE 9 BUILD-IN DESK @ OFFICE 3/8"=1'-0" 32 2 N . H A R B O R B L V D . SA N T A A N A , C A 9 2 7 0 3 SHEET NUMBER 2 0 2 4 0 1 0 SHEET TITLE PROJECT NUMBER REVISIONS NO.DATE NO.DATE HANNOUCHE ARCHITECTS EXPRESSLY RESERVES ITS COMMON LAW COPYRIGHT AND OTHER PROPERTY RIGHTS INHERENT IN THESE PLANS. ALL DRAWINGS, ELECTRONIC FILES, FIELD NOTES AND ASSOCIATED DOCUMENTS ARE INSTRUMENTS OF SERVICE AND ARE THE PROPERTY OF HANNOUCHE ARCHITECTS. ALL INFORMATION CONTAINED IN THESE DRAWINGS, ELECTRONIC FILES, FIELD NOTES AND ASSOCIATED DOCUMENTS IS PROJECT SPECIFIC AND SHALL NOT BE REPRODUCED, DISCLOSED, CHANGED, COPIED, OR USED OTHERWISE IN ANY FORM OR MANNER WHATSOEVER, WITHOUT FIRST OBTAINING THE EXPRESSED WRITTEN PERMISSION AND CONSENT OF HANNOUCHE ARCHITECTS. HANNOUCHE ARCHITECT c 2021 HANNOUCHE ARCHITECTS 949.261.2070 SAMIR HANNOUCHE, ARCHITECT 20250 SW ACACIA ST. #145 NEWPORT BEACH, CA 92660 May 9, 2025 1 CORR 12/10/24 BLDG A CORR 3/18/25 OCFA 2 CORR 4/09/25 BLDG DATE SIGNED2 3 CORR 5/09/25 BLDG A7.1 INTERIOR ELEVATIONS SCALE: 3/8" = 1'-0" 1E 2. 2A 2B 2D 3A 3. 4. 4E 4D 4C 4B 4A LAUNDRY CABINETS & COUNTERS BATHROOMS KEYNOTES SYMBOL OF REFERENCES KITCHEN1. 1D 1C 1B 1A 2C DOUBLE STAINLESS SINK WITH GARBAGE DISPOSAL MICROWAVE HOOD COMBO ABOVE THE COOKTOP (BASED ON OWNER'S SPECIFICATIONS) MIRROR. (SECURLY FASTEN TO WALL) WATER CLOSET LAVATORY. TUB/SHOWER STACKABLE WASHER/ GAS DRYER SPACE. PROVIDE PLUMBING CONNECTIONS (WASTE AND WATER) RECESSED IN WALL AND VENT TO OUTSIDE AIR 24" DEEP BASE CABINET WITH 36" HIGH GRANITE COUNTERTOP WITH 6" BACK SPLASH 12" DEEP OVERHEAD CABINET. 22" DEEP BASE CABINET WITH 36" HIGH WOOD COUNTERTOP. TOE KICK SPACE (4", U.N.O.). 30" WIDE COUNTERTOP WORK SPACE 36" WIDE, GAS COOK TOP (BASED ON OWNER'S SPECIFICATIONS) 1F 15" WIDE BREAD BOARD BUILT-IN DISHWASHER (BASED ON OWNER'S SPECIFICATIONS) REFRIGERATOR SPACE - PROVIDE ELECT. OUTLET AT +42" AND COLD WATER TAP (BASED ON OWNER'S SPECIFICATIONS) GENERAL NOTES 1.THESE INTERIOR ELEVATIONS ARE FOR REFERENCE PURPOSES ONLY. REFER TO INFORMATION FROM CLIENT FOR DETAILED SPECIFICATIONS. 2.REFER TO FLOOR PLAN(S) FOR ADDITIONAL INFORMATION. 3.INSTALL ALL EQUIPMENT AND FIXTURES PER MANUFACTURER'S SPECIFICATIONS. 4.FLOOR PLAN DIMENSIONS TAKE PRECEDENCE OVER SCALED DIMENSIONS. DO NOT SCALE ELEVATIONS. 5.REFER TO SHEET A0.5-A0.12 FOR ACCESSIBLE REQUIREMENTS AND INFORMATION 34 " M A X 30" MIN CLR REMOVABLE BASE CAB. REMOVABLE BASE CABINET FRONT TO PROVIDE 30" CLEARANCE. EXTEND FINISH FLOORING UNDER CABINET (PROVIDE IN KITCHEN AND AT LEAST ONE BATH PER UNIT) (DIAGRAM 1 & 2) 30" MIN CLR REMOVABLE BASE CAB. BATH KITCHEN 48 " M A X KITCHEN AT LEAST 1 CABINET IN EACH UNIT MUST MEET REQUIREMENT - 48" MAX. AT LOWER SHELVING (DIAGRAM 3) DIAGRAM 1 DIAGRAM 2 DIAGRAM 3 4F ISLAND CABINET WITH 36" HIGH GRANITE COUNTERTOP. 2E GRAB BAR WITH MOUNT BACKING. 4G CABINET WITH (5) EQUALLY SPACED SHELVES. 4H 22" DEEP BASE DRAWERS 32" HIGH GRANITE COUNTERTOP WITH 4" BACK SPLASH. 4J 15" DEEP BASE CABINET 36" HIGH WOOD COUNTERTOP. 4K 15" DEEP BASE DRAWERS CABINET 36" HIGH WOOD COUNTERTOP. 4L 24" DEEP BASE DRAWERS CABINET 36" HIGH GRANITE COUNTERTOP WITH 6" BACK SPLASH.. 4M 22" DEEP BASE CABINET 32" HIGH GRANITE COUNTERTOP WITH 4" BACK SPLASH. 4N VANITY KNEE SPACE. 2B 4 MASTER BATH 3/8"=1'-0"1INTERIOR ELEVATIONS - UNIT B-1 3/8"=1'-0"2INTERIOR ELEVATIONS - UNIT B-2 4E2D 2C4M 2A 2' - 4 " 3' - 8 " 2' - 8 " 4" 1 KITCHEN 1D 4L4A 2 FRONT ISLAND 1E 4E 4E 2D 2C4M 2A 2' - 4 " 3' - 8 " 2' - 8 " 4" 6 MASTER BATH 9' - 0 " 7 LAUNDRY 3A 1 KITCHEN 3 KITCHEN 1' - 0 " 3' - 6 " 1' - 6 " 3' - 0 " 1B 1A 4E 1D 4B 4E 4A 1C 1' - 0 " 3' - 6 " 1' - 6 " 3' - 0 " 4L 1' - 0 " 3' - 6 " 1' - 6 " 3' - 0 " 4A 2 KITCHEN 1E 4E 9' - 0 " 4A 4B 2' - 0 " CL R . 7' - 0 " 2B 9' - 0 " 5 BATH 2 4E 2D2C 4M 2A 2' - 4 " 3' - 8 " 2' - 8 " 4" 9' - 0 " 6 BATH 2 4N 1C 3' - 0 " 3' - 0 " 4 ISLAND 4F 1A 1B 1' - 0 " 3' - 6 " 1' - 6 " 3' - 0 " 9' - 0 " 6' - 2 " 3 REAR ISLAND 3' - 0 " 3' - 0 " 5 ISLAND 4E 2D 2C4M 2A 2' - 4 " 3' - 8 " 2' - 8 " 4" 7 BATH 2 9' - 0 " 4F 7' - 0 " 9' - 0 " 2' - 0 " CL E A R 4F 4F 2B 9' - 0 " 6' - 2 " 33 " M I N . 36 " M A X . 4B 9 LAUNDRY 3A 8 BATH 2 2B 9' - 0 " EQ . EQ . EQ . EQ . EQ . 4G 32 2 N . H A R B O R B L V D . SA N T A A N A , C A 9 2 7 0 3 SHEET NUMBER 2 0 2 4 0 1 0 SHEET TITLE PROJECT NUMBER REVISIONS NO.DATE NO.DATE HANNOUCHE ARCHITECTS EXPRESSLY RESERVES ITS COMMON LAW COPYRIGHT AND OTHER PROPERTY RIGHTS INHERENT IN THESE PLANS. ALL DRAWINGS, ELECTRONIC FILES, FIELD NOTES AND ASSOCIATED DOCUMENTS ARE INSTRUMENTS OF SERVICE AND ARE THE PROPERTY OF HANNOUCHE ARCHITECTS. ALL INFORMATION CONTAINED IN THESE DRAWINGS, ELECTRONIC FILES, FIELD NOTES AND ASSOCIATED DOCUMENTS IS PROJECT SPECIFIC AND SHALL NOT BE REPRODUCED, DISCLOSED, CHANGED, COPIED, OR USED OTHERWISE IN ANY FORM OR MANNER WHATSOEVER, WITHOUT FIRST OBTAINING THE EXPRESSED WRITTEN PERMISSION AND CONSENT OF HANNOUCHE ARCHITECTS. HANNOUCHE ARCHITECT c 2021 HANNOUCHE ARCHITECTS 949.261.2070 SAMIR HANNOUCHE, ARCHITECT 20250 SW ACACIA ST. #145 NEWPORT BEACH, CA 92660 May 9, 2025 1 CORR 12/10/24 BLDG A CORR 3/18/25 OCFA 2 CORR 4/09/25 BLDG DATE SIGNED2 3 CORR 5/09/25 BLDG A7.2 INTERIOR ELEVATIONS SCALE: 3/8" = 1'-0" 1E 2. 2A 2B 2D 3A 3. 4. 4E 4D 4C 4B 4A LAUNDRY CABINETS & COUNTERS BATHROOMS KEYNOTES SYMBOL OF REFERENCES KITCHEN1. 1D 1C 1B 1A 2C DOUBLE STAINLESS SINK WITH GARBAGE DISPOSAL MICROWAVE HOOD COMBO ABOVE THE COOKTOP (BASED ON OWNER'S SPECIFICATIONS) MIRROR. (SECURLY FASTEN TO WALL) WATER CLOSET LAVATORY. TUB/SHOWER STACKABLE WASHER/ GAS DRYER SPACE. PROVIDE PLUMBING CONNECTIONS (WASTE AND WATER) RECESSED IN WALL AND VENT TO OUTSIDE AIR 24" DEEP BASE CABINET WITH 36" HIGH GRANITE COUNTERTOP WITH 6" BACK SPLASH 12" DEEP OVERHEAD CABINET. 22" DEEP BASE CABINET WITH 36" HIGH WOOD COUNTERTOP. TOE KICK SPACE (4", U.N.O.). 30" WIDE COUNTERTOP WORK SPACE 36" WIDE, GAS COOK TOP (BASED ON OWNER'S SPECIFICATIONS) 1F 15" WIDE BREAD BOARD BUILT-IN DISHWASHER (BASED ON OWNER'S SPECIFICATIONS) REFRIGERATOR SPACE - PROVIDE ELECT. OUTLET AT +42" AND COLD WATER TAP (BASED ON OWNER'S SPECIFICATIONS) GENERAL NOTES 1.THESE INTERIOR ELEVATIONS ARE FOR REFERENCE PURPOSES ONLY. REFER TO INFORMATION FROM CLIENT FOR DETAILED SPECIFICATIONS. 2.REFER TO FLOOR PLAN(S) FOR ADDITIONAL INFORMATION. 3.INSTALL ALL EQUIPMENT AND FIXTURES PER MANUFACTURER'S SPECIFICATIONS. 4.FLOOR PLAN DIMENSIONS TAKE PRECEDENCE OVER SCALED DIMENSIONS. DO NOT SCALE ELEVATIONS. 5.REFER TO SHEET A0.5-A0.12 FOR ACCESSIBLE REQUIREMENTS AND INFORMATION 34 " M A X 30" MIN CLR REMOVABLE BASE CAB. REMOVABLE BASE CABINET FRONT TO PROVIDE 30" CLEARANCE. EXTEND FINISH FLOORING UNDER CABINET (PROVIDE IN KITCHEN AND AT LEAST ONE BATH PER UNIT) (DIAGRAM 1 & 2) 30" MIN CLR REMOVABLE BASE CAB. BATH KITCHEN 48 " M A X KITCHEN AT LEAST 1 CABINET IN EACH UNIT MUST MEET REQUIREMENT - 48" MAX. AT LOWER SHELVING (DIAGRAM 3) DIAGRAM 1 DIAGRAM 2 DIAGRAM 3 4F ISLAND CABINET WITH 36" HIGH GRANITE COUNTERTOP. 2E GRAB BAR WITH MOUNT BACKING. 4G CABINET WITH (5) EQUALLY SPACED SHELVES. 4H 22" DEEP BASE DRAWERS 32" HIGH GRANITE COUNTERTOP WITH 4" BACK SPLASH. 4J 15" DEEP BASE CABINET 36" HIGH WOOD COUNTERTOP. 4K 15" DEEP BASE DRAWERS CABINET 36" HIGH WOOD COUNTERTOP. 4L 24" DEEP BASE DRAWERS CABINET 36" HIGH GRANITE COUNTERTOP WITH 6" BACK SPLASH.. 4M 22" DEEP BASE CABINET 32" HIGH GRANITE COUNTERTOP WITH 4" BACK SPLASH. 4N VANITY KNEE SPACE. UNIT CORRIDOR UNIT ONE HOUR UNIT HOUR ONE 9' - 1 " 9' - 1 " 9' - 1 " CORRIDOR CORRIDOR SCALE:1 1/2" = 1'-0" TYP. WALL AND CORRIDOR 02.9.17 BUILT-UP ROOF RIPPED TOP SLOPE 1/4" PER FT. SEE ROOF PLAN HOUR ONE 8 D0.2 2 D0.2 4 D0.2 4 D0.2 8 D0.2 8 D0.2 OPEN CELL SPRAYFOAM UNDER PLYWOOD SHEATHING. INSTALLED PER MANUF.CLOSE CELL SPRAYFOAM OVER PLYWOOD SHEATHING. INSTALLED PER MANUF. ACOUSTICAL CAULKING AT TOP AND BOTTOM OF BASE LAYER OF GYP. BD., TYPICAL ACOUSTICAL CAULKING AT TOP AND BOTTOM OF BASE LAYER OF GYP. BD., TYPICAL SCALE:1 1/2" = 1'-0" 1-HR. PARTY WALL PARALLEL COND. 02.9.01 9' - 1 " T Y P . ROOF SHEATHING - OPEN CELL SPRAYFOAM UNDER PLYWOOD SHEATHING. INSTALLED PER MANUF. SHEAR PANEL - SEE STRUCTURAL DRAWINGS STRUCTURAL SHEATHING SHALL BE CONTINUOUS ACROSS AIR GAP ONE HOUR ONE HOUR ONE HOUR ONE HOUR ONE HOUR STRUCTURAL SHEATHING SHALL BE CONTINUOUS ACROSS AIR GAP ONE HOUR STRUCTURAL SHEATHING SHALL BE CONTINUOUS ACROSS AIR GAP FIRESTOPPING - MINERAL FIBER OR GLASS FIBER AT 10 FOOT INTERVALS BOTH HORIZONTAL AND VERTICAL PER UBC SEC. 708.2.1.1 ONE HOUR ONE HOUR ROOF FRAMIND SYSTEM. PER STRUCTURAL PLAN BUILT-UP ROOF RIPPED TOP SLOPE 1/4" PER FT. SEE ROOF PLAN 9' - 1 " T Y P . 9' - 1 " T Y P . 2 D0.2 5 D0.2 6 D0.2 4 D0.2 5 D0.2 6 D0.2 3 D0.2 4 D0.2 5 D0.2 6 D0.2 3 D0.2 CLOSE CELL SPRAYFOAM OVER PLYWOOD SHEATHING. INSTALLED PER MANUF. SCALE:1 1/2" = 1'-0" 1-HR. PARTY WALL PERPENDICULAR 02.9.02 ROOF SHEATHING - ROOF FRAMIND SYSTEM. PER STRUCTURAL PLAN SHEAR PANEL - SEE STRUCTURAL DRAWINGS STRUCTURAL SHEATHING SHALL BE CONTINUOUS ACROSS AIR GAP ONE HOUR ONE HOUR STRUCTURAL SHEATHING SHALL BE CONTINUOUS ACROSS AIR GAP ONE HOUR ONE HOUR ONE HOUR ONE HOUR STRUCTURAL SHEATHING SHALL BE CONTINUOUS ACROSS AIR GAP FIRESTOPPING - MINERAL FIBER OR GLASS FIBER AT 10 FOOT INTERVALS BOTH HORIZONTAL AND VERTICAL PER UBC SEC. 708.2.1.1 BUILT-UP ROOF RIPPED TOP SLOPE 1/4" PER FT. SEE ROOF PLAN 2 D0.2 5 D0.2 4 D0.2 5 D0.2 3 D0.2 5 D0.2 4 D0.2 6 D0.2 6 D0.2 6 D0.2 3 D0.2 OPEN CELL SPRAYFOAM UNDER PLYWOOD SHEATHING. INSTALLED PER MANUF. CLOSE CELL SPRAYFOAM OVER PLYWOOD SHEATHING. INSTALLED PER MANUF. 12 9 1 2 36 D0.1 ARCHITECTURAL RATED WALL DETAILS VARIES THE INTENT OF ARCHITECTURAL DETAILING IS TO REPRESENT THE ARCHITECTURAL ELEMENTS - I.E. WATERPROOFING, FENESTRATION, AND FINISHES, ETC. NON-STRUCTURAL FRAMING ELEMENTS SHOWN IN OUR DETAILS SERVE AS A BASIS FOR CREATING A SHAPE OR FORM AND/OR BACKING. IT IS THE DISCRETION OF THE FRAMER TO CONSTRUCT THE SUB-FRAMING AS THEY FEEL FIT FOR EFFICIENCY. ANY STRUCTURAL ELEMENTS ARE TO BE PER THE STRUCTURAL DRAWINGS AND DETAILS - I.E. FRAMING, ANCHORAGE, AND CONNECTIONS AND SUPPORT, ETC. IF THE ARCHITECTURAL AND STRUCTURAL DETAILS DIFFER, THE STRUCTURAL DRAWINGS AND DETAILS TAKES PRECEDENCE. STRUCTURAL SHEAR PANELS ARE NOT SHOWN AND MAY OCCUR AT ANY CONDITION. IT IS THE RESPONSIBILITY OF THE CLIENT / CONTRACTOR TO NOTIFY THE ARCHITECT IN WRITING, PRIOR TO THE COMMENCEMENT OF CONSTRUCTION OR FABRICATION OF MATERIALS OR PRODUCTS OF ANY DISCOVERY OF ERROR, OMISSION OR CONFLICT WHICH MAY OCCUR IN THE CONSTRUCTION DOCUMENTS. 1. THE ARCHITECTURAL DETAILING GRAPHICS ARE SLIGHTLY EXAGGERATED TO HELP DELINEATE TYPICAL FLASHING, BUILDING PAPER, BITUMINOUS PAPER AND WINDOW / DOOR FLASHING, ETC.. 2. WALL / ATTIC INSULATION SHOWN ON DETAILS OCCURS ONLY WHERE REQUIRED BY CODE. INSULATION MAY NOT BE SHOWN AT ALL CONDITIONS. PROVIDE INSULATION AS NEEDED PER CODE. 4. ALL WOOD TRIM, - WHERE OCCURS - INCLUDING BUT NOT LIMITED TO, FASCIA'S CORBELS, TRELLIS MEMBERS, OPEN DECKS, AND OTHER FINISH WORK, ETC., SHALL BE PRE-PRIMED ON ALL SURFACES, INCLUDING NON-EXPOSED SURFACES, PRIOR TO INSTALLATION. FULLY SEAL AND PRIME ALL CUT ENDS OF WOOD MEMBERS IN CONTACT WITH OTHER WOOD MEMBERS. 5. CURRENT DATE: 01/18/18 THE ARCHITECTURAL DETAILS MAY DIFFER SLIGHTLY FROM THE PLANS / EXTERIOR ELEVATIONS, ETC. GRAPHICALLY SINCE THOSE AREAS ARE AT A REDUCED SCALE AND MAY NOT ACCURATELY DEPICT DETAIL CONDITIONS. THE ENLARGED DETAIL TAKES PRECEDENCE. 3. SCALE:N.T.S. TYPICAL ARCHITECTURAL DETAIL NOTES 00.1.01 32 2 N . H A R B O R B L V D . SA N T A A N A , C A 9 2 7 0 3 SHEET NUMBER 2 0 2 4 0 1 0 SHEET TITLE PROJECT NUMBER REVISIONS NO.DATE NO.DATE HANNOUCHE ARCHITECTS EXPRESSLY RESERVES ITS COMMON LAW COPYRIGHT AND OTHER PROPERTY RIGHTS INHERENT IN THESE PLANS. ALL DRAWINGS, ELECTRONIC FILES, FIELD NOTES AND ASSOCIATED DOCUMENTS ARE INSTRUMENTS OF SERVICE AND ARE THE PROPERTY OF HANNOUCHE ARCHITECTS. ALL INFORMATION CONTAINED IN THESE DRAWINGS, ELECTRONIC FILES, FIELD NOTES AND ASSOCIATED DOCUMENTS IS PROJECT SPECIFIC AND SHALL NOT BE REPRODUCED, DISCLOSED, CHANGED, COPIED, OR USED OTHERWISE IN ANY FORM OR MANNER WHATSOEVER, WITHOUT FIRST OBTAINING THE EXPRESSED WRITTEN PERMISSION AND CONSENT OF HANNOUCHE ARCHITECTS. HANNOUCHE ARCHITECT c 2021 HANNOUCHE ARCHITECTS 949.261.2070 SAMIR HANNOUCHE, ARCHITECT 20250 SW ACACIA ST. #145 NEWPORT BEACH, CA 92660 May 9, 2025 1 CORR 12/10/24 BLDG A CORR 3/18/25 OCFA 2 CORR 4/09/25 BLDG DATE SIGNED2 3 CORR 5/09/25 BLDG THE INTENT OF ARCHITECTURAL DETAILING IS TO REPRESENT THE ARCHITECTURAL ELEMENTS - I.E. WATERPROOFING, FENESTRATION, AND FINISHES, ETC. NON-STRUCTURAL FRAMING ELEMENTS SHOWN IN OUR DETAILS SERVE AS A BASIS FOR CREATING A SHAPE OR FORM AND/OR BACKING. IT IS THE DISCRETION OF THE FRAMER TO CONSTRUCT THE SUB-FRAMING AS THEY FEEL FIT FOR EFFICIENCY. ANY STRUCTURAL ELEMENTS ARE TO BE PER THE STRUCTURAL DRAWINGS AND DETAILS - I.E. FRAMING, ANCHORAGE, AND CONNECTIONS AND SUPPORT, ETC. IF THE ARCHITECTURAL AND STRUCTURAL DETAILS DIFFER, THE STRUCTURAL DRAWINGS AND DETAILS TAKES PRECEDENCE. STRUCTURAL SHEAR PANELS ARE NOT SHOWN AND MAY OCCUR AT ANY CONDITION. IT IS THE RESPONSIBILITY OF THE CLIENT / CONTRACTOR TO NOTIFY THE ARCHITECT IN WRITING, PRIOR TO THE COMMENCEMENT OF CONSTRUCTION OR FABRICATION OF MATERIALS OR PRODUCTS OF ANY DISCOVERY OF ERROR, OMISSION OR CONFLICT WHICH MAY OCCUR IN THE CONSTRUCTION DOCUMENTS. 1. THE ARCHITECTURAL DETAILING GRAPHICS ARE SLIGHTLY EXAGGERATED TO HELP DELINEATE TYPICAL FLASHING, BUILDING PAPER, BITUMINOUS PAPER AND WINDOW / DOOR FLASHING, ETC.. 2. WALL / ATTIC INSULATION SHOWN ON DETAILS OCCURS ONLY WHERE REQUIRED BY CODE. INSULATION MAY NOT BE SHOWN AT ALL CONDITIONS. PROVIDE INSULATION AS NEEDED PER CODE. 4. ALL WOOD TRIM, - WHERE OCCURS - INCLUDING BUT NOT LIMITED TO, FASCIA'S CORBELS, TRELLIS MEMBERS, OPEN DECKS, AND OTHER FINISH WORK, ETC., SHALL BE PRE-PRIMED ON ALL SURFACES, INCLUDING NON-EXPOSED SURFACES, PRIOR TO INSTALLATION. FULLY SEAL AND PRIME ALL CUT ENDS OF WOOD MEMBERS IN CONTACT WITH OTHER WOOD MEMBERS. 5. CURRENT DATE: 01/18/18 THE ARCHITECTURAL DETAILS MAY DIFFER SLIGHTLY FROM THE PLANS / EXTERIOR ELEVATIONS, ETC. GRAPHICALLY SINCE THOSE AREAS ARE AT A REDUCED SCALE AND MAY NOT ACCURATELY DEPICT DETAIL CONDITIONS. THE ENLARGED DETAIL TAKES PRECEDENCE. 3. SCALE:N.T.S. TYPICAL ARCHITECTURAL DETAIL NOTES 00.1.01 SCALE:3" = 1'-0" 1-HOUR INTERIOR PARTY WALL 02.9.10 1" 1 LAYER 5/8" TYPE 'X' GYP. BD. EACH SIDE SHEAR PANEL - SEE STRUCTURAL DRAWINGS 3 1/2" THICK SOUND ATTENUATION BLANKETS IN BOTH STUD CAVITIES DOUBLE ROW OF 2x4 OR 2X6 WOOD STUDS AT 16" O.C. WALL ASSEMBLY: ONE HOUR FIRE RATING AND STC RATING OF 50-54 GIVEN BY GYPSUM ASSOC. INSTALL PER GA FILE NO. WP 3370 SCALE:3" = 1'-0" 1-HOUR CORRIDOR WALL W/ STC 50 TO 54 02.9.24 ONE LAYER 5/8" TYPE "X" GYPSUM BOARD OVER 2x STUD FRAMING AT 16" O.C. INSULATION PER ENERGY CALCULATIONS. WALL ASSEMBLY: ONE HOUR FIRE RATING AND STC RATING OF 50 TO 54 GIVEN BY GYPSUM ASSOC. INSTALL PER GA FILE NO. WP 3242 RESILIENT CHANNELS CORRIDORUNIT SCALE:3" = 1'-0" 1-HOUR EXTERIOR WALL ASSEMBLY 02.9.25 2 X 6 FRAMING AT 16" O.C. INSULATION NOT REQUIRED WHERE ENCLOSING UN- CONDITONED SPACE 7/8" EXTERIOR PLASTER APPLIED IN 3-COATS, SCRATCH, BROWN AND FINISH. FINISH SHALL HAVE INTEGRAL COLOR. PLYWOOD WHERE OCCURS 5/8" TYPE "X" GYPSUM WALLBOARD ONE HOUR FIRE RATED WALL ASSEMBLY PER CBC TABLE 7-B 15-1.14EXTERIOR SIDEUNIT SIDE SCALE:3" = 1'-0" 1-HOUR EXT. WALL ASSEMBLY 02.9.27 SHEAR PANEL AS OCCUR 2X6 FRAMING AT 16" O.C. INSULATION NOT REQUIRED WHERE ENCLOSING UN- CONDITONED SPACE TYPICAL GYP-BOARD 1 LAYERS - 5/8" TYPE "X" GYPSUM WALLBOARD WALL ASSEMBLY: ONE HOUR FIRE RATING GIVEN BY C.B.C. TABLE 7-B ASSEMBLY #15-1.14 FOR ADDITIONAL INFORMATION SEE MECHANICAL DRAWINGS EXTERIOR FINISH MATERIAL. SEE ELEV. EXTERIOR SIDE UNIT SIDE SCALE:1 1/2" = 1'-0" TYP. 1-HOUR PARTY WALL - PARALLEL 02.9.07 1/4" MIN. GAP BETWEEN BASE AND FLOOR FILL 1/4" GAP WITH ACOUSTICAL SEALANT BOTH SIDES OF WALL CUT RC CHANNEL SHORT TO PROVIDE 1" MIN. GAP FILL 1/4" GAP WITH ACOUSTICAL SEALANT BOTH SIDES OF WALL 1- LAYERS 5/8" TYPE "X" PERPENDICULARPARALLEL UNITUNIT UNITUNIT RESILIENT CHANNELS FORM No. 25 MSG GALV. STEEL AND SHAPED AS SHOWN, SPACED 24 IN. O.C. PERPENDICULAR TO JOIST. 1/2" EXACOR UNDERLAYMENT ON TOP OF PLYWOOD STRUCTURAL PANEL. INSTALL PER MANUF. SPEC'S 1/2" EXACOR UNDERLAYMENT ON TOP OF PLYWOOD STRUCTURAL PANEL. INSTALL PER MANUF. SPEC'S 4 D0.2 6.8mm LUXURY VINYL WITH ATTACHED PAD 6.8mm LUXURY VINYL WITH ATTACHED PAD SCALE:1 1/2" = 1'-0" 1 HOUR 2X ROOF WITH RIPPINGS RF Detail 01 1 - LAYER 5/8" TYPE "X" GYP BD. MIN. 23/32" WOOD STRUCTURAL PANEL ROOF SHEATHING. SEE STRUCTURAL PLANS MIN. 2X10 ROOF JOISTS AT 16" O.C. SEE STRUCTURAL PLANS 2X RIPPINGS. SPLOPED PER ROOF PLAN. MIN. HEIGHT 1-1/2" 1 HOUR RATED PER C.B.C. 2022 TABLE 721.1 (3). ITEM 13.1.4 OPEN CELL SPRAYFOAM UNDER PLYWOOD SHEATHING. INSTALLED PER MANUF. CLOSE CELL SPRAYFOAM OVER PLYWOOD SHEATHING. INSTALLED PER MANUF. SCALE:1 1/2" = 1'-0" 1 HR STC 58 2X FLR ASSEMBLY W/ INSULATION RF Detail 02 A RESILIENT CHANNELS FORM No. 25 MSG GALV. STEEL AND SHAPED AS SHOWN, SPACED 24 IN. O.C. PERPENDICULAR TO JOIST. CHANNELS OVERLAPPED 4" ST SPLINCES AND SECURED TO EACH JOIST WITH ONE 6d COMMOM NAIL. MIN. END SCLEARANCE OF CHANNELS TO WALL TO BE 1/2". ADDITIONAL RESILIENT CHANNELS POSITIONED SO AS TO COINCIDE WITH END JOINTS OF GYPSUM BOARD. ADDITIONAL CHANNELS SHALL EXTEND MIN. 6" BEYOND EACH SIDE EDGE OF BOARD. 1/2" EXACOR UNDERLAYMENT ON TOP OF PLYWOOD STRUCTURAL PANEL. INSTALL PER MANUF. SPEC'S MIN. R-21 BATT INSULATION PER THERMAL REQUIREMENTS MIN. 2X10 ROOF JOISTS AT 16" O.C. SEE STRUCTURAL PLANS 1 HOUR RATED PER UL DESIGN No. L502 (SUBFLOORING SYSTEM No. 24) STC 58 AND IIIC 73 PER CALIFORNIA OFFICE OF NOISE CONTROL ASSEMBLY No. 2.1.4.2.1.1 MIN. 23/32" THICK WOOD STRUCTURAL PANEL, SHEATHING. FACE GRAIN OF PLYWOOD. MIN. 2X10 ROOF JOISTS AT 16" O.C. WITH FIREBLOCKING. PER LOCAL CODES. SEE STRUCTURAL PLANS 1-LAYER 5/8" THICK 4 FT. WIDE GYPSUM BOARD. WHEN RESILIENT CHANNELS ARE USED. GYPSUM BOARD INSTALLED WITH LONG DIMENSION PERPENDICULAR TO RESILIENT CHANNELS AND SIDE JOINTS OF SHEET LOCATED BETWEEN JOISTS. NOM 1" LONG TYPE S BUGLE HEAD SCREWS ARE DRIVEN THROUGH CHANNEL SPACED 8" O.C. END JOINTS OF GYPSUM BOARD SIMILARLY FASTENED TO ADDITIONAL RESILIENT CHANNELS POSITIONED AT END JOINT LOCATIONS. 6.8mm LUXURY VINYL WITH ATTACHED PAD SCALE:1 1/2" = 1'-0" 1-HOUR PARTY WALL - PLAN D5 1HRW 2' - 0 " ( 3 ' - 0 " P R E F E R R E D ) OR 2 S T U D B A Y S , M I N . FIREBLOCKING: MINERAL FIBER OR GLASS FIBER BLANKETS OR OTHER APPROVED FLEXIBLE MATERIAL SECURELY RETAINED IN PLACE AT MAX. 10 FOOT INTERVALS BOTH VERT. AND HORIZ. AND AT FLOOR AND CEILING PER C.B.C. 718.2 (1) LAYER 5/8" TYPE-'X' GYP. BD. ELECTRICAL, TELEPHONE OR CABLE TV OUTLET BOXES NOT TO EXCEED 16 SQ. IN. PER C.B.C. SEC. 712 OR NON-METALLIC OUTLET BOXES WITH AN EQUAL OR GREATER RATING THAN THE WALL ASSEMBLY. REFER TO ACOUSTICAL REPORT. PROVIDE 1/4" - 1/2" JOINT FILLED WITH BEAD OF 3M - CP 25N/S CAULK FACE FLANGE - DRYWALL OR PLASTER OVERLAPS FLANGE. TYP. BATT INSULATION. 1" 1 - LAYER "HILTI" CP 617 FIRESTOP PUTTY PADS WRAP AROUND METALLIC OUT BOXES TYP. METAL OR WOOD STUD WALLS UNIT UNIT 11 12 10 9 8 7 1 2 3 4 5 6 32 2 N . H A R B O R B L V D . SA N T A A N A , C A 9 2 7 0 3 SHEET NUMBER 2 0 2 4 0 1 0 SHEET TITLE PROJECT NUMBER REVISIONS NO.DATE NO.DATE HANNOUCHE ARCHITECTS EXPRESSLY RESERVES ITS COMMON LAW COPYRIGHT AND OTHER PROPERTY RIGHTS INHERENT IN THESE PLANS. ALL DRAWINGS, ELECTRONIC FILES, FIELD NOTES AND ASSOCIATED DOCUMENTS ARE INSTRUMENTS OF SERVICE AND ARE THE PROPERTY OF HANNOUCHE ARCHITECTS. ALL INFORMATION CONTAINED IN THESE DRAWINGS, ELECTRONIC FILES, FIELD NOTES AND ASSOCIATED DOCUMENTS IS PROJECT SPECIFIC AND SHALL NOT BE REPRODUCED, DISCLOSED, CHANGED, COPIED, OR USED OTHERWISE IN ANY FORM OR MANNER WHATSOEVER, WITHOUT FIRST OBTAINING THE EXPRESSED WRITTEN PERMISSION AND CONSENT OF HANNOUCHE ARCHITECTS. HANNOUCHE ARCHITECT c 2021 HANNOUCHE ARCHITECTS 949.261.2070 SAMIR HANNOUCHE, ARCHITECT 20250 SW ACACIA ST. #145 NEWPORT BEACH, CA 92660 May 9, 2025 1 CORR 12/10/24 BLDG A CORR 3/18/25 OCFA 2 CORR 4/09/25 BLDG DATE SIGNED2 3 CORR 5/09/25 BLDG D0.2 ARCHITECTURAL RATED WALL DETAILS VARIES SCALE:1 1/2" = 1'-0" RECESS CAN REC CAN_01 MIN. 2X10 ROOF JOISTS AT 16" O.C. SEE STRUCTURAL PLANS 1-LAYER 5/8" THICK 4 FT. WIDE GYPSUM BOARD. WHEN RESILIENT CHANNELS ARE USED. GYPSUM BOARD INSTALLED WITH LONG DIMENSION PERPENDICULAR TO RESILIENT CHANNELS AND SIDE JOINTS OF SHEET LOCATED BETWEEN JOISTS. NOM 1" LONG TYPE S BUGLE HEAD SCREWS ARE DRIVEN THROUGH CHANNEL SPACED 8" O.C. END JOINTS OF GYPSUM BOARD SIMILARLY FASTENED TO ADDITIONAL RESILIENT CHANNELS POSITIONED AT END JOINT LOCATIONS. 2-HR FIRE RATED DOWNLIGHT RAZOR, BY NDR LIGHTING. INSTALLED PER MANUF. SPECS. NO SUBSTITUTE ALLOWED AND MUST BE CERTIFIED FOR 1-HR RATED SYSTEM. THE RAZOR FIRE RATED: UL L505, L511, L538, L541, L556, L577, M500, M510, M521 AND M543. 1/2" EXACOR UNDERLAYMENT ON TOP OF PLYWOOD STRUCTURAL PANEL. INSTALL PER MANUF. SPEC'S MIN. 23/32" THICK WOOD STRUCTURAL PANEL, SHEATHING. FACE GRAIN OF PLYWOOD. 1 HOUR RATED PER UL DESIGN No. L502 (SUBFLOORING SYSTEM No. 24) STC 58 AND IIIC 73 PER CALIFORNIA OFFICE OF NOISE CONTROL ASSEMBLY No. 2.1.4.2.1.1 RESILIENT CHANNELS FORM No. 25 MSG GALV. STEEL AND SHAPED AS SHOWN, SPACED 24 IN. O.C. PERPENDICULAR TO JOIST. CHANNELS OVERLAPPED 4" ST SPLINCES AND SECURED TO EACH JOIST WITH ONE 6d COMMOM NAIL. MIN. END SCLEARANCE OF CHANNELS TO WALL TO BE 1/2". ADDITIONAL RESILIENT CHANNELS POSITIONED SO AS TO COINCIDE WITH END JOINTS OF GYPSUM BOARD. ADDITIONAL CHANNELS SHALL EXTEND MIN. 6" BEYOND EACH SIDE EDGE OF BOARD. 6.8mm LUXURY VINYL WITH ATTACHED PAD SCALE:1 1/2" = 1'-0" MECHANICAL SOFFIT 02.13.01_A FLOOR FRAMING SYSTEM. SEE STRUCTURAL PLANS FINISH FLOOR MATERIAL, SEE DETAIL 4/D0.2 FLOOR PLYWOOD SHEATHING BATT INSULATION PER TITLE 24 REPORT 2X SOFFIT FRAMING UNIMAST RC DELUXE RESILIENT CHANNEL PERP. TO FLOOR JOIST 24" O.C. CUT RC CHANNEL SHORT TO PROVIDE 1" MIN. GAP 1- LAYERS 5/8" TYPE "X" 2X FRAMING PARALLELPERPENDICULAR UNIT UNIT UNIT UNIT SCALE:1 1/2" = 1'-0" FIRE EXTINGUSHER DETAIL 23.01.01 2 HOUR RATED FIRE BARRIER FIRE EXTINGUISHER 1 HOUR RATED CORRIDOR WALL FIRE EXTINGUISHER FIRE EXTINGUISHER 2 HR. WALL FIRE EXTINGUISHER 1-HR. WALL SEMI-RECESSED FIRE RATED FIRE EXTINGUSHER CABINET 2 LAYERS 5/8" THK TYPE 'X' GYP. TO MAINTAIN 2-HR. FIRE RATING 5/8" THK TYPE 'X' GYP. BD. TO MAINTAIN 1-HR. FIRE RATING SEMI-RECESSED FIRE RATED FIRE EXTINGUISHER CABINET PANEL ACCESS PANEL ACCESS FIRE EXTINGUISHER SCALE:3" = 1'-0" 2-HOUR EXTERIOR WALL 02.11.04 SOUND RATING OF 50-54 FSTC MODIFIED PLYWOOD WHERE OCCURS 2X4 FRAMING AT 16" O.C. INSULATION NOT REQUIRED WHERE ENCLOSING UN- CONDITIONED SPACE 7/8" EXTERIOR PLASTER APPLIED IN 3-COATS, SCRATCH, BROWN AND FINISH. FINISH SHALL HAVE INTEGRAL COLOR. 2 LAYERS - 5/8" TYPE "X" GYPSUM WALLBOARD STAIR SIDE 1 LAYERS - 5/8" TYPE "X" GYPSUM WALLBOARD WALL ASSEMBLY: 2-HOUR FIRE RATING PER GA FILE NO. WP 8420 SCALE:3" = 1'-0" 2-HOUR BETWEEN. STAIR AND UNIT 02.11.05 1" 2 LAYERS 5/8" TYPE 'X' GYP. BD. EACH SIDE SHEAR PANEL - SEE STRUCTURAL DRAWINGS 3 1/2" THICK SOUND ATTENUATION BLANKETS IN BOTH STUD CAVITIES DOUBLE ROW OF 2x4 OR 2X6 WOOD STUDS AT 16" O.C. WALL ASSEMBLY: TWO HOUR FIRE RATING AND STC RATING OF 65-69 GIVEN BY GYPSUM ASSOC. INSTALL PER GA FILE NO. WP 3725 SCALE:3" = 1'-0" 2-HOUR INTERIOR WALL ASSEMBLY 02.11.05 SOUND RATING OF 50-54 FSTC MODIFIED BATT INSULATION 2X4 FRAMING AT 16" O.C. INSULATION NOT REQUIRED WHERE ENCLOSING UN- CONDITONED SPACE 2 LAYERS - 5/8" TYPE "X" GYPSUM WALLBOARD WALL ASSEMBLY: 2-HOUR FIRE RATING PER GA FILE No. WP 3825 TABLE 721.1(2) ITEM 14-1.5 SCALE:1 1/2" = 1'-0" 2-HOUR PARTY WALL - PARALLEL 02.11.01 5'-0" MIN. NO PENETRATION PERMITTED WITHIN 5'-0" OF AREA SEPARATE 2 LAYER 5/8" TYPE X GYP. BD. CONTINUE TO ROOF SHTG. SHEAR PANEL - SEE STRUCTURAL DRAWINGS ONE HOUR STRUCTURAL SHEATHING SHALL BE CONTINUOUS ACROSS AIR GAP TWO HOUR ONE HOUR TWO HOUR STRUCTURAL SHEATHING SHALL BE CONTINUOUS ACROSS AIR GAP ONE HOUR TWO HOUR WD. TRUSSES W/ STRUTS @ 16" O.C. 5'-0" MIN. NO PENETRATION PERMITTED WITHIN 5'-0" OF AREA SEPARATE GARAGE STAIR UNIT UNIT UNIT 2 D0.2 8 D0.3 4 D0.2 8 D0.3 4 D0.2 8 D0.3 OPEN CELL SPRAYFOAM UNDER PLYWOOD SHEATHING. INSTALLED PER MANUF. 11 12 10 9 8 7 1 36 THE INTENT OF ARCHITECTURAL DETAILING IS TO REPRESENT THE ARCHITECTURAL ELEMENTS - I.E. WATERPROOFING, FENESTRATION, AND FINISHES, ETC. NON-STRUCTURAL FRAMING ELEMENTS SHOWN IN OUR DETAILS SERVE AS A BASIS FOR CREATING A SHAPE OR FORM AND/OR BACKING. IT IS THE DISCRETION OF THE FRAMER TO CONSTRUCT THE SUB-FRAMING AS THEY FEEL FIT FOR EFFICIENCY. ANY STRUCTURAL ELEMENTS ARE TO BE PER THE STRUCTURAL DRAWINGS AND DETAILS - I.E. FRAMING, ANCHORAGE, AND CONNECTIONS AND SUPPORT, ETC. IF THE ARCHITECTURAL AND STRUCTURAL DETAILS DIFFER, THE STRUCTURAL DRAWINGS AND DETAILS TAKES PRECEDENCE. STRUCTURAL SHEAR PANELS ARE NOT SHOWN AND MAY OCCUR AT ANY CONDITION. IT IS THE RESPONSIBILITY OF THE CLIENT / CONTRACTOR TO NOTIFY THE ARCHITECT IN WRITING, PRIOR TO THE COMMENCEMENT OF CONSTRUCTION OR FABRICATION OF MATERIALS OR PRODUCTS OF ANY DISCOVERY OF ERROR, OMISSION OR CONFLICT WHICH MAY OCCUR IN THE CONSTRUCTION DOCUMENTS. 1. THE ARCHITECTURAL DETAILING GRAPHICS ARE SLIGHTLY EXAGGERATED TO HELP DELINEATE TYPICAL FLASHING, BUILDING PAPER, BITUMINOUS PAPER AND WINDOW / DOOR FLASHING, ETC.. 2. WALL / ATTIC INSULATION SHOWN ON DETAILS OCCURS ONLY WHERE REQUIRED BY CODE. INSULATION MAY NOT BE SHOWN AT ALL CONDITIONS. PROVIDE INSULATION AS NEEDED PER CODE. 4. ALL WOOD TRIM, - WHERE OCCURS - INCLUDING BUT NOT LIMITED TO, FASCIA'S CORBELS, TRELLIS MEMBERS, OPEN DECKS, AND OTHER FINISH WORK, ETC., SHALL BE PRE-PRIMED ON ALL SURFACES, INCLUDING NON-EXPOSED SURFACES, PRIOR TO INSTALLATION. FULLY SEAL AND PRIME ALL CUT ENDS OF WOOD MEMBERS IN CONTACT WITH OTHER WOOD MEMBERS. 5. CURRENT DATE: 01/18/18 THE ARCHITECTURAL DETAILS MAY DIFFER SLIGHTLY FROM THE PLANS / EXTERIOR ELEVATIONS, ETC. GRAPHICALLY SINCE THOSE AREAS ARE AT A REDUCED SCALE AND MAY NOT ACCURATELY DEPICT DETAIL CONDITIONS. THE ENLARGED DETAIL TAKES PRECEDENCE. 3. SCALE:N.T.S. TYPICAL ARCHITECTURAL DETAIL NOTES 00.1.01 32 2 N . H A R B O R B L V D . SA N T A A N A , C A 9 2 7 0 3 SHEET NUMBER 2 0 2 4 0 1 0 SHEET TITLE PROJECT NUMBER REVISIONS NO.DATE NO.DATE HANNOUCHE ARCHITECTS EXPRESSLY RESERVES ITS COMMON LAW COPYRIGHT AND OTHER PROPERTY RIGHTS INHERENT IN THESE PLANS. ALL DRAWINGS, ELECTRONIC FILES, FIELD NOTES AND ASSOCIATED DOCUMENTS ARE INSTRUMENTS OF SERVICE AND ARE THE PROPERTY OF HANNOUCHE ARCHITECTS. ALL INFORMATION CONTAINED IN THESE DRAWINGS, ELECTRONIC FILES, FIELD NOTES AND ASSOCIATED DOCUMENTS IS PROJECT SPECIFIC AND SHALL NOT BE REPRODUCED, DISCLOSED, CHANGED, COPIED, OR USED OTHERWISE IN ANY FORM OR MANNER WHATSOEVER, WITHOUT FIRST OBTAINING THE EXPRESSED WRITTEN PERMISSION AND CONSENT OF HANNOUCHE ARCHITECTS. HANNOUCHE ARCHITECT c 2021 HANNOUCHE ARCHITECTS 949.261.2070 SAMIR HANNOUCHE, ARCHITECT 20250 SW ACACIA ST. #145 NEWPORT BEACH, CA 92660 May 9, 2025 1 CORR 12/10/24 BLDG A CORR 3/18/25 OCFA 2 CORR 4/09/25 BLDG DATE SIGNED2 3 CORR 5/09/25 BLDG D0.3 ARCHITECTURAL RATED WALL DETAILS VARIES TYP. STUD FRAMING 5/8" TYPE-'X' GYP. BD. - PER C.B.C. TABLE 721.1(2), ITEM 15-1.6 2 LAYERS 5/8" TYPE-'X' GYP. BD. - PER C.B.C. TABLE 721-.1(2), ITEM 14-1.5 BATT INSULATION W/ STC-50 MIN. SCALE:1 1/2" = 1'-0" 2-HR. SHAFT AT 1-HR. WALL 14.2.2.04 2 LAYERS 5/8" TYPE-'X' GYP. BD. - PER C.B.C. TABLE 721-.1(2), ITEM 14-1.5 2 LAYERS 5/8" TYPE-'X' GYP. BD. - PER C.B.C. TABLE 721-.1(2), ITEM 14-1.5 TRASH CHUTE ORGANIC CHUTE SCALE:3" = 1'-0" 2-HR WALL AT SLAB 2-HR RATE_01 GARAGE 2X4 FRAMING AT 16" O.C. INSULATION NOT REQUIRED WHERE ENCLOSING UN- CONDITONED SPACE 1" SOUND RATING OF 65-69 FSTC MODIFIED PLY WOOD SHEATHING, PER STRUCTURAL DRAWNING 2 LAYERS - 5/8" TYPE "X" GYPSUM WALLBOARD WALL ASSEMBLY: 2-HOUR FIRE RATING PER GA FILE No. WP 3725 TABLE 721.1(2) ITEM 14-1.5 STAIR UNNIT CONCRETE SLAB POUR IN PLACE CONCRETE WALL BATT INSULATION ACOUSTICAL CAULKING OR GASKET INSTALL SILL PLATES ON A CONTINUOUS BEAD OF NON-DRYING CAULKING COMPOUND W/ AT LEAST 3 LENGTHS OF CAULK BENEATH THE PLATES AT CONCRETE SLAB SCALE:3" = 1'-0" 2-HR WALL AT POUR IN PLACE WALL 2-HR RATE_02 2X6 FRAMING AT 16" O.C. INSULATION NOT REQUIRED WHERE ENCLOSING UN- CONDITONED SPACE PLY WOOD SHEATHING, PER STRUCTURAL DRAWNING 2 LAYERS - 5/8" TYPE "X" GYPSUM WALLBOARD WALL ASSEMBLY: 2-HOUR FIRE RATING PER GA FILE No. WP 4136 TABLE 721.1(2) ITEM 14-1.5 ELEVATOR POUR IN PLACE CONCRETE WALL ACOUSTICAL CAULKING OR GASKET INSTALL SILL PLATES ON A CONTINUOUS BEAD OF NON-DRYING CAULKING COMPOUND W/ AT LEAST 3 LENGTHS OF CAULK BENEATH THE PLATES AT CONCRETE SLAB STAIR PER SLAB PLAN SCALE:3" = 1'-0" 2-HR WALL AT POUR IN PLACE WALL 2-HR RATE_03 2X6 FRAMING PLY WOOD SHTH'G, PER STRUCT DRAWNING 2 LAYERS - 5/8" TYPE "X" GYPSUM WALLBOARD WALL ASSEMBLY: 2-HOUR FIRE RATING PER GA FILE No. WP 8420 TABLE 721.1(2) ITEM 15-1.6 POUR IN PLACE CONCRETE WALL STUCCO "J" MOLD INSTALL SILL PLATES ON A CONTINUOUS BEAD OF NON-DRYING CAULKING COMPOUND W/ AT LEAST 3 LENGTHS OF CAULK BENEATH THE PLATES AT CONCRETE SLAB PER SLAB PLAN FURRING WALL 1 LAYER - 5/8" TYPE "X" GYPSUM WALLBOARD 1 1/2" 1/ 8 " EXTERIOR STUCCO PER GCR SHEETS, DIVISION 9.2.3 2 3/8" LINE OF PROPERTY LINE 5"5 1/2" 2 5/8" 2ND LEVEL 2 COAT EXTERIOR CEMENT PLASTER AT CONC. WALLS, PREMOISTEN PRIOR TO APPLICATION OF PLASTER. AT CAST CONCRETE WALLS, APPLY A RICK PORTLAND CEMENT DASH COAT OR HIGH-PRESSURE WATERBLAST WALLS WITH HOT WATER AND FINE SILICA SAND. INSTALL EXPANSION JOINTS WITH EXPANDED METAL DIRECTLY OVER ANYC.M.U. OR CAST CONCRETE CONTROL JOINTS. 1/ 2 " 5/8" PLASTER CASING BEAD WITH EXPANDED METAL LEG ( ZINK ) SUPERIOR SWD058-312Z DRIP APPLY VYCOR OR BITUTHENE 3000 OR EQ. 12 - BEDROOM 2" 14 ' - 0 " 9' - 1 " T.P 2ND LEVEL 3 1/2" 9' - 1 " T.P 3RD LEVEL 3 1/2" 9' - 1 " T.P 4TH LEVEL 3 1/2" 3' - 6 " 3 1/2" T.P ROOF DECK 5 1/2" 3' - 6 " T.P ROOF DECK 5 1/2" 9' - 1 " T.P 4TH LEVEL 5 1/2" 9' - 1 " T.P 3RD LEVEL 4 1/2" 14 ' - 0 " 9' - 1 " T.P 2ND LEVEL 3 1/2" 9' - 1 " T.P 3RD LEVEL 9' - 1 " T.P 4TH LEVEL 3 1/2" 3 1/2" 3' - 6 " T.P ROOF DECK 3' - 6 " T.P ROOF DECK 3 1/2" 3 1/2" 9' - 1 " T.P 4TH LEVEL 9' - 1 " T.P 3RD LEVEL 3 1/2" 9' - 1 " 2ND LEVEL2ND LEVEL 9' - 1 " 9' - 1 " T.P 3RD LEVEL 3 1/2" 9' - 1 " T.P 4TH LEVEL 3' - 6 " T.P ROOF DECK 3 1/2" 14 ' - 0 " GROUND LEVEL T.P 2ND LEVEL 32 2 N . H A R B O R B L V D . SA N T A A N A , C A 9 2 7 0 3 SHEET NUMBER 2 0 2 4 0 1 0 SHEET TITLE PROJECT NUMBER REVISIONS NO.DATE NO.DATE HANNOUCHE ARCHITECTS EXPRESSLY RESERVES ITS COMMON LAW COPYRIGHT AND OTHER PROPERTY RIGHTS INHERENT IN THESE PLANS. ALL DRAWINGS, ELECTRONIC FILES, FIELD NOTES AND ASSOCIATED DOCUMENTS ARE INSTRUMENTS OF SERVICE AND ARE THE PROPERTY OF HANNOUCHE ARCHITECTS. ALL INFORMATION CONTAINED IN THESE DRAWINGS, ELECTRONIC FILES, FIELD NOTES AND ASSOCIATED DOCUMENTS IS PROJECT SPECIFIC AND SHALL NOT BE REPRODUCED, DISCLOSED, CHANGED, COPIED, OR USED OTHERWISE IN ANY FORM OR MANNER WHATSOEVER, WITHOUT FIRST OBTAINING THE EXPRESSED WRITTEN PERMISSION AND CONSENT OF HANNOUCHE ARCHITECTS. HANNOUCHE ARCHITECT c 2021 HANNOUCHE ARCHITECTS 949.261.2070 SAMIR HANNOUCHE, ARCHITECT 20250 SW ACACIA ST. #145 NEWPORT BEACH, CA 92660 May 9, 2025 1 CORR 12/10/24 BLDG A CORR 3/18/25 OCFA 2 CORR 4/09/25 BLDG DATE SIGNED2 3 CORR 5/09/25 BLDG D0.4 ARCHITECTURAL RATED WALL DETAILS VARIES 3691215WALL SECTIONWALL SECTIONWALL SECTIONWALL SECTIONWALL SECTION BEDROOM 2" 14 ' - 0 " 9' - 1 " T.P 2ND LEVEL 3 1/2" 9' - 1 " T.P 3RD LEVEL 3 1/2" 9' - 1 " T.P 4TH LEVEL 3 1/2" 3' - 6 " 3 1/2" T.P ROOF DECK 5 1/2" 3' - 6 " T.P ROOF DECK 5 1/2" 9' - 1 " T.P 4TH LEVEL 5 1/2" 9' - 1 " T.P 3RD LEVEL 4 1/2" 14 ' - 0 " 9' - 1 " T.P 2ND LEVEL 3 1/2" 9' - 1 " T.P 3RD LEVEL 9' - 1 " T.P 4TH LEVEL 3 1/2" 3 1/2" 3' - 6 " T.P ROOF DECK 3' - 6 " T.P ROOF DECK 3 1/2" 3 1/2" 9' - 1 " T.P 4TH LEVEL 9' - 1 " T.P 3RD LEVEL 3 1/2" 9' - 1 " 2ND LEVEL2ND LEVEL 9' - 1 " 9' - 1 " T.P 3RD LEVEL 3 1/2" 9' - 1 " T.P 4TH LEVEL 3' - 6 " T.P ROOF DECK 3 1/2" 14 ' - 0 " GROUND LEVEL T.P 2ND LEVEL 32 2 N . H A R B O R B L V D . SA N T A A N A , C A 9 2 7 0 3 SHEET NUMBER 2 0 2 4 0 1 0 SHEET TITLE PROJECT NUMBER REVISIONS NO.DATE NO.DATE HANNOUCHE ARCHITECTS EXPRESSLY RESERVES ITS COMMON LAW COPYRIGHT AND OTHER PROPERTY RIGHTS INHERENT IN THESE PLANS. ALL DRAWINGS, ELECTRONIC FILES, FIELD NOTES AND ASSOCIATED DOCUMENTS ARE INSTRUMENTS OF SERVICE AND ARE THE PROPERTY OF HANNOUCHE ARCHITECTS. ALL INFORMATION CONTAINED IN THESE DRAWINGS, ELECTRONIC FILES, FIELD NOTES AND ASSOCIATED DOCUMENTS IS PROJECT SPECIFIC AND SHALL NOT BE REPRODUCED, DISCLOSED, CHANGED, COPIED, OR USED OTHERWISE IN ANY FORM OR MANNER WHATSOEVER, WITHOUT FIRST OBTAINING THE EXPRESSED WRITTEN PERMISSION AND CONSENT OF HANNOUCHE ARCHITECTS. HANNOUCHE ARCHITECT c 2021 HANNOUCHE ARCHITECTS 949.261.2070 SAMIR HANNOUCHE, ARCHITECT 20250 SW ACACIA ST. #145 NEWPORT BEACH, CA 92660 May 9, 2025 1 CORR 12/10/24 BLDG A CORR 3/18/25 OCFA 2 CORR 4/09/25 BLDG DATE SIGNED2 3 CORR 5/09/25 BLDG D0.4 ARCHITECTURAL RATED WALL DETAILS VARIES 3691215WALL SECTIONWALL SECTIONWALL SECTIONWALL SECTIONWALL SECTION GROUND LEVEL 3 1/2" 9' - 1 " T.P 3RD LEVEL 14 ' - 0 " 9' - 1 " T.P 2ND LEVEL 9' - 1 " T.P 4TH LEVEL 3 1/2" 3 1/2" T.P ROOF DECK 3' - 6 " 3 1/2" 9' - 1 " T.P 3RD LEVEL 32 2 N . H A R B O R B L V D . SA N T A A N A , C A 9 2 7 0 3 SHEET NUMBER 2 0 2 4 0 1 0 SHEET TITLE PROJECT NUMBER REVISIONS NO.DATE NO.DATE HANNOUCHE ARCHITECTS EXPRESSLY RESERVES ITS COMMON LAW COPYRIGHT AND OTHER PROPERTY RIGHTS INHERENT IN THESE PLANS. ALL DRAWINGS, ELECTRONIC FILES, FIELD NOTES AND ASSOCIATED DOCUMENTS ARE INSTRUMENTS OF SERVICE AND ARE THE PROPERTY OF HANNOUCHE ARCHITECTS. ALL INFORMATION CONTAINED IN THESE DRAWINGS, ELECTRONIC FILES, FIELD NOTES AND ASSOCIATED DOCUMENTS IS PROJECT SPECIFIC AND SHALL NOT BE REPRODUCED, DISCLOSED, CHANGED, COPIED, OR USED OTHERWISE IN ANY FORM OR MANNER WHATSOEVER, WITHOUT FIRST OBTAINING THE EXPRESSED WRITTEN PERMISSION AND CONSENT OF HANNOUCHE ARCHITECTS. HANNOUCHE ARCHITECT c 2021 HANNOUCHE ARCHITECTS 949.261.2070 SAMIR HANNOUCHE, ARCHITECT 20250 SW ACACIA ST. #145 NEWPORT BEACH, CA 92660 May 9, 2025 1 CORR 12/10/24 BLDG A CORR 3/18/25 OCFA 2 CORR 4/09/25 BLDG DATE SIGNED2 3 CORR 5/09/25 BLDG D0.5 ARCHITECTURAL RATED WALL DETAILS VARIES 3691215WALL SECTIONWALL SECTIONWALL SECTIONWALL SECTIONWALL SECTION 10 D0.3 3 D2.3 rw AmOii///i��i%ii�At WALL FP 3/8" GAL) MC 3x7.1 3/4" DIA. 12" O.C. WELDED EACH SI[ CAPABLE A 300 PC PLAN SECTION A -A SCALE: 1 1/2" = V-0" ROOF LADDER SECTION -DETAIL RAIL HATCH INSTALLED PER KAAnu ICAr Ti 10r_0 RF-LADDER 10 1 IEL R E; PARAPET W/ WOOD SIDING METAL CAP FLASHING W/ DRIP EDGE OVER BITUTHENE MEMBRANE OVER %" EXTERIOR GRADE PLYWOOD OVER 2X RIPPED TOP. SEAL ALL SEAMS WATER TIGHT. NO PENETRATION AT TOP WOOD SCREED SCREW W/ NEOPRENE WASHER, 12" O.C. PAINTED TO MATCH. 2 X 8 PARAPET WALL FRAMING PLYWOOD SHEATHING. PER STRUCTURAL PLANS EXTERIOR STUCCO PER GCR SHEETS, DIVISION 9.2.3 WOOD SIDING. INSTALLED PER MANUF. SCALE: 3" = 1'-01, RF 02 4 1. THE INTENT OF ARCHITECTURAL DETAILING IS TO REPRESENT THE ARCHITECTURAL ELEMENTS - I.E. WATERPROOFING, FENESTRATION, AND FINISHES, ETC. NON-STRUCTURAL FRAMING, ELEMENTS SHOWN IN OUR DETAILS SERVE AS A BASIS FOR CREATING A SHAPE OR FORM AND/C R BACKING. IT IS THE DISCRETION OF THE FRAMER TO CONSTRUCT THE SUB -FRAMING AS THEY FE L FIT FOR EFFICIENCY. ANY STRUCTURAL ELEMENTS ARE TO BE PER THE STRUCTURAL DRAWTND GS[ DETAILS - I.E. FRAMING, ANCHORAGE, AND CONNECTIONS AND SUPPORT, ETC. IF TH ARCHITECTURAL AND STRUCTURAL DETAILS DIFFER, THE STRUCTURAL DRAWINGS D TA S TAKES PRECEDENCE. STRUCTURAL SHEAR PANELS ARE NOT SHOWN AND MAY OCCUR AT ANY E 3 4. p ER ONCE CONDITION. HAN NOUCH E ARCHITECTS IT IS THE RESPONSIBILITY OF THE CLIENT / CONTRACTOR TO NOTIFY THE ARCHITEC IN WRITING, SAM1RAROHITEGT 949.29.261.2070 PRIOR TO THE COMMENCEMENT OF CONSTRUCTION OR FABRICATION OF MATERIAL OR PRODUCTS 20250 SW ACACIA ST. #145 NEWPURT BEACH, CA 92660 OF ANY DISCOVERY OF ERROR, OMISSION OR CONFLICT WHICH MAY OCCUR IN THE OM12i D. DOCUMENTS. Date: • THE ARCHITECTURAL DETAILING GRAPHICS ARE SLIGHTLY EXAGGERATED TO HELP ELINEATE TYPICAL FLASHING, BUILDING PAPER, BITUMINOUS PAPER AND WINDOW /DOOR FLA HING, THE ARCHITECTURAL DETAILS MAY DIFFER SLIGHTLY FROM THE PLANS / EXTERIOR ELEVATIONS, ETC. GRAPHICALLY SINCE THOSE AREAS ARE AT A REDUCED SCALE AND MAY NOT ACCURATELY DEPICT DETAIL CONDITIONS. THE ENLARGED DETAIL TAKES PRECEDENCE. WALL / ATTIC INSULATION SHOWN ON DETAILS OCCURS ONLY WHERE REQUIRED BY CODE. INSULATION MAY NOT BE SHOWN AT ALL CONDITIONS. PROVIDE INSULATION AS NEEDED PER CODE. 5. ALL WOOD TRIM, - WHERE OCCURS - INCLUDING BUT NOT LIMITED TO, FASCIA'S CORBELS, TRELLIS MEMBERS, OPEN DECKS, AND OTHER FINISH WORK, ETC., SHALL BE PRE -PRIMED ON ALL SURFACES, INCLUDING NON -EXPOSED SURFACES, PRIOR TO INSTALLATION. FULLY SEAL AND PRIME ALL CUT ENDS OF WOOD MEMBERS IN CONTACT WITH OTHER WOOD MEMBERS. SCALE: TYPICAL ARCHITECTURAL DETAIL NOTES EXT. N.T.S METAL CAP FLASHING W/ DRIP EDGE OVER BITUTHENE MEMBRANE OVER %" EXTERIOR GRADE PLYWOOD OVER 2X RIPPED TOP. SEAL ALL SEAMS WATER TIGHT. NO PENETRATION AT TOP WOOD SCREED SCREW W/ NEOPRENE WASHER, 12" O.C. PAINTED TO MATCH. 2 X 8 PARAPET WALL FRAMING PLYWOOD SHEATHING. PER STRUCTURAL PLANS ROOF DECK EXTERIOR STUCCO PER GCR SHEETS, DIVISION 9.2.3 BITUTHENE MEMBRANE AT PENETRATION BASE FLASHING FASTERNERS AT 6" O.C. METAL G.I. STUCCO STOP. FIBER CANT STRIP CLOSE CELL SPRAYFOAM OVER PLYWOOD SHEATHING. INSTALLED PER MANUF. 2X RIPPING SLOPED PER PLAN MIN. HEIGHT 1 1 /2" a z a HANNOUCHE ARCHITECTS EXPRESSLY RESERVES ITS COMMON LAW COPYRIGHT AND OTHER PROPERTY RIGHTS INHERENT IN THESE PLANS. ALL DRAWINGS, ELECTRONIC FILES, FIELD NOTES AND ASSOCIATED DOCUMENTS ARE INSTRUMENTS OF SERVICE AND ARE THE PROPERTY OF HANNOUCHE ARCHITECTS. ALL INFORMATION CONTAINED IN THESE DRAWINGS, ELECTRONIC FILES, FIELD NOTES AND ASSOCIATED DOCUMENTS IS PROJECT SPECIFIC AND SHALL NOT BE REPRODUCED, DISCLOSED, CHANGED, COPIED, OR USED OTHERWISE IN ANY FORM OR MANNER WHATSOEVER, WITHOUT FIRST OBTAINING THE EXPRESSED WRITTEN PERMISSION AND CONSENT OF HANNOUCHE ARCHITECTS. HANNOUCHE ARCHITECT © 2021 REVISIONS NO. DATE NO. DATE BLDG CORR 12/ 10/24 OCFA A CORR 3/18/25 QBLDG 2 CORR 4/09/25 QBLDG 3 CORR 5/09/25 Q Q PROJECT NUMBER I11[illl SHEET TITLE- 1 DATE SIGNED May 9, 2025 ARCHITECTURAL ROOF DECK DETAILS VARIES SCALE: 1 1/2" = V-0" RF-LADDER 1 ROOF LADDER SECTION -DETAIL 9 6 PARAPET SCALE: 3" = 1'-01, RF 01 3 SHEET NUMBER Dl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c 2021 HANNOUCHE ARCHITECTS 949.261.2070 SAMIR HANNOUCHE, ARCHITECT 20250 SW ACACIA ST. #145 NEWPORT BEACH, CA 92660 May 9, 2025 1 CORR 12/10/24 BLDG A CORR 3/18/25 OCFA 2 CORR 4/09/25 BLDG DATE SIGNED2 3 CORR 5/09/25 BLDG KEE HATCH MODEL # RHSR-0 4848 3' - 6 " COVER AUTOMATIC HOLD-OPEN AND OPERATING ARM OR APPROVED EQUAL. SCALE:1" = 1'-0" ROOF ACCESS HATCH RF HATCH 01 48" X 48" OPENING OPEN CELL SPRAYFOAM UNDER PLYWOOD SHEATHING. INSTALLED PER MANUF. INSULATION AS PER TITLE 24 REQUIREMENTS SCALE:3" = 1'-0" ROOF SMOKE HATCH FLASHING 05.9.03 ROOF HATCH ASSEMBLY UNIT COUNTERFLASHING BASE FLASHING FASTENERS @ 6" O.C. 3/8" HEAD SCREW THROUGH 5/8" STEEL/NEOPRENE WASHER MIN. 3 EA PER SIDE METAL COUNTERFLASHING INSERT 4" FIBER CANT STRIP BUILT-UP ROOFING 3/4" PLYWOOD BY FRAMER BITUTHENE MEMBRANE AT PENETRATION OPEN CELL SPRAYFOAM UNDER PLYWOOD SHEATHING. INSTALLED PER MANUF. SCALE:1 1/2" = 1'-0"RF022 MECH. PLATFORM MECHANICAL UNIT - SEE MECHANICAL DRAWINGS SINGLE-PLY ROOFING SYSTEM OVER 3/4" PLYWOOD DECK - SLOPE 1/4" PER FOOT DBL. TREATED 2 x 8s AT 12" O.C. CUT TO ALLOW FOR 1/4"/FT. SLOPE SEE ROOF PLAN ROOF FRAMING PER STRUCT. ATTACH MECHANICAL UNIT SUPPORTS TO PLATFORM IN ACCORDANCE WITH ROOFING MANUFACTURE'S REQUIREMENTS. PROVIDE ISOLATORS CLOSE CELL SPRAYFOAM OVER PLYWOOD SHEATHING. INSTALLED PER MANUF. CLOSE CELL SPRAYFOAM OVER PLYWOOD SHEATHING. INSTALLED PER MANUF. INSULATION AS PER TITLE 24 REQUIREMENTS D1.2 ARCHITECTURAL ROOF DECK DETAILS VARIES SCALE:3" = 1'-0" DECK SCUPPER 04.5.01 SEE ELEV 8" 4" 4" FIELD V E R I F Y SCUPPER ISOMETRIC TO UNDERLYING SUBSTRATE AND TO WALL USING APPROPRIATE FASTENERS @4" O.C. STAGGERED WALL STRUCTURE 24 GA. SCUPPER - FASTEN BUILT-UP WATERPROOF DECKING PER SPECS. SCALE:3" = 1'-0" DECK SCUPPER OVERFLOW 04.5.02 FINISH PER DETAILS. 2" M I N 4" 1" MIN. DECK SHEATHING PER STRUCTURAL DRAWINGS DECK FRAMING AS OCCURS NOTE: SCUPPER DETAIL IS FOR CONCEPT ONLY: SCUPPER MUST BE SHOP PREFAB. IN 2 PIECES & ASSEMBLED IN THE FIELD. SUBMIT SHOP DWGS OF PROPOSED FABRICATION FOR REVIEW BY ARCHITECT. NOTE: PAPER & CAULK AROUND ALL NAILING FLANGES TO MATCH DET. CLOSE CELL SPRAYFOAM OVER PLYWOOD SHEATHING. INSTALLED PER MANUF. 2X RIPPING SLOPED PER PLAN MIN. HEIGHT 1 1/2" CANT STRIP G.I. OVERFLOW SCUPPER W/ NAILING FLANGESSEALANT ALL SIDE OF SCUPPER SELF ADHERE WATERPROOFING MEMBRANE WRAPPED OVER THE WALL 6" MIN. SCALE:3" = 1'-0" DECK SCUPPER WITH DOWNSPOUT 04.5.02_2 FINISH PER DETAILS. 4" 1" MIN. NOTE: PAPER & CAULK AROUND ALL NAILING FLANGES TO MATCH DET. LEADER HEAD WITH DOWNSPOUT DECK SHEATHING PER STRUCTURAL DRAWINGS DECK FRAMING AS OCCURS 2X RIPPING SLOPED PER PLAN MIN. HEIGHT 1 1/2" CLOSE CELL SPRAYFOAM OVER PLYWOOD SHEATHING. INSTALLED PER MANUF. G.I. SCUPPER W/ NAILING FLANGES SEALANT ALL SIDE OF SCUPPER SELF ADHERE WATERPROOFING MEMBRANE WRAPPED OVER THE WALL 6" MIN. 1/ 4 " MA X . INTERIOR GYP. BD. 2 X WALL FRAMING HEADER, REFER TO STRUCTURAL DRAWINGS 12" WIDE WINDOW FLASHING OVER WINDOW FLANGE CAULK WINDOW FLANGE TO HEADER CAULK WINDOW FLASHING TO WINDOW FLANGE. WINDOW FRAME W/ NAIL ON FLANGE SCALE:3" = 1'-0" WINDOW HEADER 07.1.01H NOTE: ALL CAULKING TO BE TOPPS 900 OR APPROVED EQUAL EXTERIOR STUCCO PER GCR SHEETS, DIVISION 9.2.3 APPLY 1 1/2" THK. HIGH DENSITY FOAM O/ THE BROWN COAT OF AN EXT. STUCCO SYSTEM. SEE ELEV. FOR SIZE AND SHAPE. SLOPE TOP 1/4" PER FT. MIN. APPLY FINISH COAT OVER FOAM. PLYWOOD SHEATHING, REFER TO STRUCTURAL DRAWINGS SCALE:3" = 1'-0" WINDOW JAMB 07.1.01J 1" MAX. DOUBLE 2 X WINDOW FRAMING CAULK WINDOW FLANGE TO WINDOW FLASHING. 12" WIDE WINDOW FLASHING UNDER WINDOW FLANGE 2 X WALL FRAMING INTERIOR GYP. BD. WINDOW FRAME W/ NAIL ON FLANGE NOTE: ALL CAULKING TO BE TOPPS 900 OR APPROVED EQUAL APPLY 1 1/2" THK. HIGH DENSITY FOAM O/ THE BROWN COAT OF AN EXT. STUCCO SYSTEM. SEE ELEV. FOR SIZE AND SHAPE. SLOPE TOP 1/4" PER FT. MIN. APPLY FINISH COAT OVER FOAM. WHERE OCCURS PLYWOOD SHEATHING. REFER TO STRUCTURAL DRAWINGS DOUBLE 2 X WINDOW FRAMING WINDOW FRAME W/ NAIL ON FLANGE CAULK WINDOW FLANGE TO WINDOW FLASHING 12" WIDE WINDOW FLASHING UNDER WINDOW FLANGE 2 X WALL FRAMING INTERIOR GYP. BD. SCALE:3" = 1'-0" WINDOW SILL 07.1.01S EXTERIOR STUCCO PER GCR SHEETS, DIVISION 9.2.3 APPLY 1 1/2" THK. HIGH DENSITY FOAM O/ THE BROWN COAT OF AN EXT. STUCCO SYSTEM. SEE ELEV. FOR SIZE AND SHAPE. SLOPE TOP 1/4" PER FT. MIN. APPLY FINISH COAT OVER FOAM. NOTE: ALL CAULKING TO BE TOPPS 900 OR APPROVED EQUAL 1/ 2 ' M A X . PLYWOOD SHEATHING, REFER TO STRUCTURAL DRAWINGS 11 12 10 9 8 7 1 2 3 4 5 6 C B A 2" MIN. 2" MIN. 2" MI N . 3 1 2 4 INSTALLATION SEQUENCE "HEAD" FLASHING WINDOW / "SIDE" (OMIT AT DOOR) BOTTOM FLASHING DOOR ROUGH OPN'G. RO U G H OP N ' G . "HEAD" FLASHING WINDOW, DOOR OR OTHER FRAMED PENETRATION SEE ELEVATION. CAULK BACK OF FRAMES BEFORE SETTING. SEAL BETWEEN FRAME, FLANGE AND WINDOW FLASHING W/ SEALANT EXTEND WINDOW FLASHING BEYOND BOTTOM AND SIDE FLASHING, TYPICAL. (MIN.) LAP 3" MIN. AT HORIZ. JOISTS - LAP 6" MIN. AT VERT. JOISTS WATER RESISTANT BLD'G. PAPER (2) LAYERS GRADE "D" WEATHER LAP TO SHED WATER TO EXTERIOR TYP. PER GCR DIV. 9.2.4 THIS DETAIL APPLIES TO ALL DOOR AND WINDOW PENETRATIONS. SEE EXTERIOR ELEVATIONS FOR STUCCO, WOOD TRIM OR OTHER FINISH CURRENT DATE: 04/09/24 1" SCALE:N.T.S. WINDOW FLASHING (DR. SIM.) 07.4.01 FLASHING NOTES: PROVIDE WEATHER PROTECTION INCLUDING FLASHING AND COUNTER FLASHING PER 2022 CBC 1405 AT ALL EXTERIOR WALLS. INSTALL WINDOW AS MANUF'S. SPECS. NAILING TO BE THROUGH WDW. FIN NO CLOSER THAN 3" FROM CORNERS AND NO MORE THAN 10" FROM CORNERS. NAILS TO BE BENT OVER TO SECURE WINDOW. PAPER FLASHING SHALL BE INSTALLED W/ DULL SIDE OUT AND SHINY SIDE IN. ALL CAULKING TO BE TOPPS 900 OR APPROVED EQUAL WINDOW FLASHING TO BE MINIMUM 12" SELF-ADHERED BUTYL FLASHING OR APPROVED EQ., INSTALLED PER MANUF. SPECS. 32 2 N . H A R B O R B L V D . SA N T A A N A , C A 9 2 7 0 3 SHEET NUMBER 2 0 2 4 0 1 0 SHEET TITLE PROJECT NUMBER REVISIONS NO.DATE NO.DATE HANNOUCHE ARCHITECTS EXPRESSLY RESERVES ITS COMMON LAW COPYRIGHT AND OTHER PROPERTY RIGHTS INHERENT IN THESE PLANS. ALL DRAWINGS, ELECTRONIC FILES, FIELD NOTES AND ASSOCIATED DOCUMENTS ARE INSTRUMENTS OF SERVICE AND ARE THE PROPERTY OF HANNOUCHE ARCHITECTS. ALL INFORMATION CONTAINED IN THESE DRAWINGS, ELECTRONIC FILES, FIELD NOTES AND ASSOCIATED DOCUMENTS IS PROJECT SPECIFIC AND SHALL NOT BE REPRODUCED, DISCLOSED, CHANGED, COPIED, OR USED OTHERWISE IN ANY FORM OR MANNER WHATSOEVER, WITHOUT FIRST OBTAINING THE EXPRESSED WRITTEN PERMISSION AND CONSENT OF HANNOUCHE ARCHITECTS. HANNOUCHE ARCHITECT c 2021 HANNOUCHE ARCHITECTS 949.261.2070 SAMIR HANNOUCHE, ARCHITECT 20250 SW ACACIA ST. #145 NEWPORT BEACH, CA 92660 May 9, 2025 1 CORR 12/10/24 BLDG A CORR 3/18/25 OCFA 2 CORR 4/09/25 BLDG DATE SIGNED2 3 CORR 5/09/25 BLDG SCALE:3" = 1'-0" WINDOW SILL 07.1.01S_B DOUBLE 2 X WINDOW FRAMING WINDOW FRAME W/ NAIL ON FLANGE CAULK WINDOW FLANGE TO WINDOW FLASHING 12" WIDE WINDOW FLASHING UNDER WINDOW FLANGE 2 X WALL FRAMING INTERIOR GYP. BD. EXTERIOR STUCCO PER GCR SHEETS, DIVISION 9.2.3 HIGH DENSITY FOAM O/ THE BROWN COAT W/ COLOR COAT OVER. NOTE: ALL CAULKING TO BE TOPPS 900 OR APPROVED EQUAL PLYWOOD SHEATHING, REFER TO STRUCTURAL DRAWINGS 4" FURRING WALL 2" PER PLAN D2.1 ARCHITECTURAL WINDOW DETAILS VARIES 1/ 4 " MA X . INTERIOR GYP. BD. 2 X WALL FRAMING HEADER, REFER TO STRUCTURAL DRAWINGS 12" WIDE WINDOW FLASHING OVER WINDOW FLANGE CAULK WINDOW FLANGE TO HEADER CAULK WINDOW FLASHING TO WINDOW FLANGE. WINDOW FRAME W/ NAIL ON FLANGE SCALE:3" = 1'-0" WINDOW HEADER 07.1.04H NOTE: ALL CAULKING TO BE TOPPS 900 OR APPROVED EQUAL WOOD TRIM PLYWOOD SHEATHING, REFER TO STRUCTURAL DRAWINGS TYP. SIDING PER ELEVATION OVER MOISTURE BARRIER SCALE:3" = 1'-0" WINDOW JAMB 07.1.04J DOUBLE 2 X WINDOW FRAMING CAULK WINDOW FLANGE TO WINDOW FLASHING. 12" WIDE WINDOW FLASHING UNDER WINDOW FLANGE 2 X WALL FRAMING INTERIOR GYP. BD. WINDOW FRAME W/ NAIL ON FLANGE NOTE: ALL CAULKING TO BE TOPPS 900 OR APPROVED EQUAL PLYWOOD SHEATHING. REFER TO STRUCTURAL DRAWINGS TYP. SIDING PER ELEVATION OVER MOISTURE BARRIER SCALE:3" = 1'-0" WINDOW SILL 07.1.01S_C DOUBLE 2 X WINDOW FRAMING WINDOW FRAME W/ NAIL ON FLANGE CAULK WINDOW FLANGE TO WINDOW FLASHING 12" WIDE WINDOW FLASHING UNDER WINDOW FLANGE 2 X WALL FRAMING INTERIOR GYP. BD. HIGH DENSITY FOAM O/ THE BROWN COAT W/ COLOR COAT OVER. NOTE: ALL CAULKING TO BE TOPPS 900 OR APPROVED EQUAL PLYWOOD SHEATHING, REFER TO STRUCTURAL DRAWINGS 4" FURRING WALL 2" PER PLAN EXTERIOR STUCCO PER GCR SHEETS, DIVISION 9.2.3 SCALE:3" = 1'-0" WINDOW SILL AT METAL TRACK 07.1.01S_M WINDOW FRAME W/ NAIL ON FLANGE CAULK WINDOW FLANGE TO WINDOW FLASHING 12" WIDE WINDOW FLASHING UNDER WINDOW FLANGE INSTALLATION, SEE T24 INTERIOR GYP. BD. NOTE: ALL CAULKING TO BE TOPPS 900 OR APPROVED EQUAL PLYWOOD SHEATHING, REFER TO STRUCTURAL DRAWINGS METAL TRACK @ SILL TYP. SIDING PER ELEVATION OVER MOISTURE BARRIER INTERIOR GYP. BD. METAL TRACK BOXED HEADER, REFER TO STRUCTURAL DRAWINGS 12" WIDE WINDOW FLASHING OVER WINDOW FLANGE CAULK WINDOW FLANGE TO HEADER CAULK WINDOW FLASHING TO WINDOW FLANGE. WINDOW FRAME W/ NAIL ON FLANGE SCALE:3" = 1'-0" WINDOW HEADER METAL TRACK 07.1.01H_M NOTE: ALL CAULKING TO BE TOPPS 900 OR APPROVED EQUAL PLYWOOD SHEATHING, REFER TO STRUCTURAL DRAWINGS TYP. SIDING PER ELEVATION OVER MOISTURE BARRIER SCALE:3" = 1'-0" WINDOW JAMB METAL TRACK 07.1.01J JAMB STUDS CAULK WINDOW FLANGE TO WINDOW FLASHING. 12" WIDE WINDOW FLASHING UNDER WINDOW FLANGE INTERIOR GYP. BD. WINDOW FRAME W/ NAIL ON FLANGE NOTE: ALL CAULKING TO BE TOPPS 900 OR APPROVED EQUAL PLYWOOD SHEATHING. REFER TO STRUCTURAL DRAWINGS TYP. SIDING PER ELEVATION OVER MOISTURE BARRIER 11 12 10 9 8 7 1 2 3 4 5 6 32 2 N . H A R B O R B L V D . SA N T A A N A , C A 9 2 7 0 3 SHEET NUMBER 2 0 2 4 0 1 0 SHEET TITLE PROJECT NUMBER REVISIONS NO.DATE NO.DATE HANNOUCHE ARCHITECTS EXPRESSLY RESERVES ITS COMMON LAW COPYRIGHT AND OTHER PROPERTY RIGHTS INHERENT IN THESE PLANS. ALL DRAWINGS, ELECTRONIC FILES, FIELD NOTES AND ASSOCIATED DOCUMENTS ARE INSTRUMENTS OF SERVICE AND ARE THE PROPERTY OF HANNOUCHE ARCHITECTS. ALL INFORMATION CONTAINED IN THESE DRAWINGS, ELECTRONIC FILES, FIELD NOTES AND ASSOCIATED DOCUMENTS IS PROJECT SPECIFIC AND SHALL NOT BE REPRODUCED, DISCLOSED, CHANGED, COPIED, OR USED OTHERWISE IN ANY FORM OR MANNER WHATSOEVER, WITHOUT FIRST OBTAINING THE EXPRESSED WRITTEN PERMISSION AND CONSENT OF HANNOUCHE ARCHITECTS. HANNOUCHE ARCHITECT c 2021 HANNOUCHE ARCHITECTS 949.261.2070 SAMIR HANNOUCHE, ARCHITECT 20250 SW ACACIA ST. #145 NEWPORT BEACH, CA 92660 May 9, 2025 1 CORR 12/10/24 BLDG A CORR 3/18/25 OCFA 2 CORR 4/09/25 BLDG DATE SIGNED2 3 CORR 5/09/25 BLDG D2.2 ARCHITECTURAL WINDOW DETAILS VARIES SCALE:3" = 1'-0" WINDOW HEADER 07.1.01H_D INTERIOR GYP. BD. 2 X WALL FRAMING HEADER, REFER TO STRUCTURAL DRAWINGS 12" WIDE WINDOW FLASHING OVER WINDOW FLANGE CAULK WINDOW FLANGE TO PLYWOOD SHEATHING, REFER TO STRUCTURAL DRAWINGS CAULK WINDOW FLASHING TO WINDOW FLANGE. WINDOW FRAME W/ NAIL ON FLANGE NOTE: ALL CAULKING TO BE TOPPS 900 OR APPROVED EQUAL EXTERIOR STUCCO PER GCR SHEETS, DIVISION 9.2.3 PLYWOOD SHEATHING, REFER TO STRUCTURAL DRAWINGS HIGH DENSITY FOAM O/ THE BROWN COAT W/ COLOR COAT OVER. 2X FURRING WALL SCALE:3" = 1'-0" WINDOW JAMB 07.1.01J_D DOUBLE 2 X WINDOW FRAMING 2 X WALL FRAMING INTERIOR GYP. BD. WINDOW FRAME W/ NAIL ON FLANGE NOTE: ALL CAULKING TO BE TOPPS 900 OR APPROVED EQUAL PLYWOOD SHEATHING. REFER TO STRUCTURAL DRAWINGS 12" WIDE WINDOW FLASHING UNDER WINDOW FLANGE 2X FURRING WALL EXTERIOR SIDING, INSTALLED PER MANUF. TRIM BOARD CAULK WINDOW FLANGE TO WINDOW FLASHING. SCALE:3" = 1'-0" WINDOW SILL 07.1.01S_D DOUBLE 2 X WINDOW FRAMING WINDOW FRAME W/ NAIL ON FLANGE CAULK WINDOW FLANGE TO WINDOW FLASHING 12" WIDE WINDOW FLASHING UNDER WINDOW FLANGE 2 X WALL FRAMING INTERIOR GYP. BD. NOTE: ALL CAULKING TO BE TOPPS 900 OR APPROVED EQUAL PLYWOOD SHEATHING, REFER TO STRUCTURAL DRAWINGS 2X FURRING WALL 1/4" EXTERIOR SIDING, INSTALLED PER MANUF. TRIM BOARD SCALE:3" = 1'-0" WINDOW HEADER 07.1.01H_A INTERIOR GYP. BD. 2 X WALL FRAMING HEADER, REFER TO STRUCTURAL DRAWINGS 12" WIDE WINDOW FLASHING OVER WINDOW FLANGE CAULK WINDOW FLANGE TO PLYWOOD SHEATHING, REFER TO STRUCTURAL DRAWINGS CAULK WINDOW FLASHING TO WINDOW FLANGE. WINDOW FRAME W/ NAIL ON FLANGE NOTE: ALL CAULKING TO BE TOPPS 900 OR APPROVED EQUAL EXTERIOR STUCCO PER GCR SHEETS, DIVISION 9.2.3 PLYWOOD SHEATHING, REFER TO STRUCTURAL DRAWINGS HIGH DENSITY FOAM O/ THE BROWN COAT W/ COLOR COAT OVER. 2X FURRING WALL SCALE:3" = 1'-0" WINDOW JAMB 07.1.01J_A DOUBLE 2 X WINDOW FRAMING 2 X WALL FRAMING INTERIOR GYP. BD. WINDOW FRAME W/ NAIL ON FLANGE NOTE: ALL CAULKING TO BE TOPPS 900 OR APPROVED EQUAL PLYWOOD SHEATHING. REFER TO STRUCTURAL DRAWINGS 3" HIGH DENSITY FOAM O/ THE BROWN COAT W/ COLOR COAT OVER. 12" WIDE WINDOW FLASHING UNDER WINDOW FLANGE 2X FURRING WALL SCALE:3" = 1'-0" WINDOW SILL 07.1.01S_A DOUBLE 2 X WINDOW FRAMING WINDOW FRAME W/ NAIL ON FLANGE CAULK WINDOW FLANGE TO WINDOW FLASHING 12" WIDE WINDOW FLASHING UNDER WINDOW FLANGE 2 X WALL FRAMING INTERIOR GYP. BD. EXTERIOR STUCCO PER GCR SHEETS, DIVISION 9.2.3 HIGH DENSITY FOAM O/ THE BROWN COAT W/ COLOR COAT OVER. NOTE: ALL CAULKING TO BE TOPPS 900 OR APPROVED EQUAL PLYWOOD SHEATHING, REFER TO STRUCTURAL DRAWINGS 3" 2X FURRING WALL SCALE:3" = 1'-0" WINDOW SILL 07.1.01S_N DOUBLE 2 X WINDOW FRAMING WINDOW FRAME W/ NAIL ON FLANGE CAULK WINDOW FLANGE TO WINDOW FLASHING 12" WIDE WINDOW FLASHING UNDER WINDOW FLANGE 2 X WALL FRAMING INTERIOR GYP. BD. HIGH DENSITY FOAM O/ THE BROWN COAT W/ COLOR COAT OVER. PLYWOOD SHEATHING, REFER TO STRUCTURAL DRAWINGS 4" FURRING WALL 1" 5" 6 1/2" LINE OF PROPERTY LINE EXTERIOR STUCCO PER GCR SHEETS, DIVISION 9.2.3 2" SCALE:3" = 1'-0" WINDOW JAMB 07.1.01J_N NOTE: ALL CAULKING TO BE TOPPS 900 OR APPROVED EQUAL INTERIOR GYPSUM BD. 2 X WALL FRAMING 12" WIDE WINDOW FLASHING OVER WINDOW FLANGE CAULK WINDOW FLASHING TO WINDOW FLANGE. PLYWOOD SHEATHING, REFER TO STRUCTURAL DRAWINGS TYP. SIDING PER ELEVATION OVER MOISTURE BARRIER LINE OF PROPERTY LINE LINE OF FOAM TRIM FURRING WALL INTERIOR GYPSUM BD. 2 X WALL FRAMING HEADER, REFER TO STRUCTURAL DRAWINGS 12" WIDE WINDOW FLASHING OVER WINDOW FLANGE CAULK WINDOW FLASHING TO WINDOW FLANGE. WINDOW FRAME W/ NAIL ON FLANGE SCALE:3" = 1'-0" WINDOW HEADER 07.1.01H_N NOTE: ALL CAULKING TO BE TOPPS 900 OR APPROVED EQUAL PLYWOOD SHEATHING, REFER TO STRUCTURAL DRAWINGS TYP. SIDING PER ELEVATION OVER MOISTURE BARRIER FURRING WALL PLYWOOD SHEATHING, REFER TO STRUCTURAL DRAWINGS 11 12 10 9 8 7 1 2 3 4 5 6 32 2 N . H A R B O R B L V D . SA N T A A N A , C A 9 2 7 0 3 SHEET NUMBER 2 0 2 4 0 1 0 SHEET TITLE PROJECT NUMBER REVISIONS NO.DATE NO.DATE HANNOUCHE ARCHITECTS EXPRESSLY RESERVES ITS COMMON LAW COPYRIGHT AND OTHER PROPERTY RIGHTS INHERENT IN THESE PLANS. ALL DRAWINGS, ELECTRONIC FILES, FIELD NOTES AND ASSOCIATED DOCUMENTS ARE INSTRUMENTS OF SERVICE AND ARE THE PROPERTY OF HANNOUCHE ARCHITECTS. ALL INFORMATION CONTAINED IN THESE DRAWINGS, ELECTRONIC FILES, FIELD NOTES AND ASSOCIATED DOCUMENTS IS PROJECT SPECIFIC AND SHALL NOT BE REPRODUCED, DISCLOSED, CHANGED, COPIED, OR USED OTHERWISE IN ANY FORM OR MANNER WHATSOEVER, WITHOUT FIRST OBTAINING THE EXPRESSED WRITTEN PERMISSION AND CONSENT OF HANNOUCHE ARCHITECTS. HANNOUCHE ARCHITECT c 2021 HANNOUCHE ARCHITECTS 949.261.2070 SAMIR HANNOUCHE, ARCHITECT 20250 SW ACACIA ST. #145 NEWPORT BEACH, CA 92660 May 9, 2025 1 CORR 12/10/24 BLDG A CORR 3/18/25 OCFA 2 CORR 4/09/25 BLDG DATE SIGNED2 3 CORR 5/09/25 BLDG D2.3 ARCHITECTURAL WINDOW DETAILS VARIES SCALE:3" = 1'-0" WINDOW SILL @ 2-HR RATED WALL 07.1.01S_E DOUBLE 2 X WINDOW FRAMING WINDOW FRAME W/ NAIL ON FLANGE CAULK WINDOW FLANGE TO WINDOW FLASHING 12" WIDE WINDOW FLASHING UNDER WINDOW FLANGE 2 X WALL FRAMING INTERIOR GYP. BD. HIGH DENSITY FOAM O/ THE BROWN COAT W/ COLOR COAT OVER. PLYWOOD SHEATHING, REFER TO STRUCTURAL DRAWINGS 4" FURRING WALL 1" 1 1/2" 5/8" TYPE "X" GYPSUM WALLBOARD 2 LAYERS - 5/8" TYPE "X" GYPSUM WALLBOARD 5" WALL ASSEMBLY: 2-HOUR FIRE RATING PER GA FILE No. WP 8420 5" LINE OF PROPERTY LINE EXTERIOR STUCCO PER GCR SHEETS, DIVISION 9.2.3 2-LAYERS 5/8" TYPE "X" GYPSUM BD. 2 X WALL FRAMING HEADER, REFER TO STRUCTURAL DRAWINGS 12" WIDE WINDOW FLASHING OVER WINDOW FLANGE CAULK WINDOW FLASHING TO WINDOW FLANGE. WINDOW FRAME W/ NAIL ON FLANGE SCALE:3" = 1'-0" WINDOW HEADER @ 2-HR RATED WALL 07.1.01H_E NOTE: ALL CAULKING TO BE TOPPS 900 OR APPROVED EQUAL PLYWOOD SHEATHING, REFER TO STRUCTURAL DRAWINGS TYP. SIDING PER ELEVATION OVER MOISTURE BARRIER BASE LAYERS 5/8" TYPE "X" GYPSUM BD. FACE LAYERS DEN GLASS 5/8" TYPE "X" GYPSUM BD. WALL ASSEMBLY: 2-HOUR FIRE RATING PER GA FILE No. WP 8418 SCALE:3" = 1'-0" WINDOW JAMB @ 2-HR RATED WALL 07.1.01J_E NOTE: ALL CAULKING TO BE TOPPS 900 OR APPROVED EQUAL WALL ASSEMBLY: 2-HOUR FIRE RATING PER GA FILE No. WP 8418 2-LAYERS 5/8" TYPE "X" GYPSUM BD. 2 X WALL FRAMING 12" WIDE WINDOW FLASHING OVER WINDOW FLANGE CAULK WINDOW FLASHING TO WINDOW FLANGE. PLYWOOD SHEATHING, REFER TO STRUCTURAL DRAWINGS TYP. SIDING PER ELEVATION OVER MOISTURE BARRIER BASE LAYERS 5/8" TYPE "X" GYPSUM BD. FACE LAYERS DEN GLASS 5/8" TYPE "X" GYPSUM BD. SCALE:3" = 1'-0" WINDOW HEADER @ 2-HR RATED WALL 07.1.01H_F 2-LAYERS 5/8" TYPE "X" GYPSUM BD. 2 X WALL FRAMING HEADER, REFER TO STRUCTURAL DRAWINGS 12" WIDE WINDOW FLASHING OVER WINDOW FLANGE CAULK WINDOW FLANGE TO HEADER CAULK WINDOW FLASHING TO WINDOW FLANGE. WINDOW FRAME W/ NAIL ON FLANGE NOTE: ALL CAULKING TO BE TOPPS 900 OR APPROVED EQUAL PLYWOOD SHEATHING, REFER TO STRUCTURAL DRAWINGS 5"5 1/2" 5/8" TYPE "X" GYPSUM WALLBOARD EXTERIOR STUCCO PER GCR SHEETS, DIVISION 9.2.3 WALL ASSEMBLY: 2-HOUR FIRE RATING PER GA FILE No. WP 8420 LINE OF PROPERTY LINE SCALE:3" = 1'-0" WINDOW JAMB @ 2-HR RATED WALL 07.1.01J_F DOUBLE 2 X WINDOW FRAMING 2 X WALL FRAMING WINDOW FRAME W/ NAIL ON FLANGE NOTE: ALL CAULKING TO BE TOPPS 900 OR APPROVED EQUAL PLYWOOD SHEATHING. REFER TO STRUCTURAL DRAWINGS HIGH DENSITY FOAM O/ THE BROWN COAT W/ COLOR COAT OVER. 12" WIDE WINDOW FLASHING UNDER WINDOW FLANGE 2X FURRING WALL 1 LAYER 5/8" TYPE "X" GYPSUM WALLBOARD EXTERIOR STUCCO PER GCR SHEETS, DIVISION 9.2.3 WALL ASSEMBLY: 2-HOUR FIRE RATING PER GA FILE No. WP 8420 5" 5 1 / 2 " 2-LAYERS 5/8" TYPE "X" GYPSUM BD. LINE OF PROPERTY LINE SCALE:3" = 1'-0" WINDOW SILL @ 2-HR RATED WALL 07.1.01S_F DOUBLE 2 X WINDOW FRAMING WINDOW FRAME W/ NAIL ON FLANGE CAULK WINDOW FLANGE TO WINDOW FLASHING 12" WIDE WINDOW FLASHING UNDER WINDOW FLANGE 2 X WALL FRAMING EXTERIOR STUCCO PER GCR SHEETS, DIVISION 9.2.3 HIGH DENSITY FOAM O/ THE BROWN COAT W/ COLOR COAT OVER. NOTE: ALL CAULKING TO BE TOPPS 900 OR APPROVED EQUAL PLYWOOD SHEATHING, REFER TO STRUCTURAL DRAWINGS 2X FURRING WALL 2-LAYERS 5/8" TYPE "X" GYPSUM BD. 1 LAYER 5/8" TYPE "X" GYPSUM WALLBOARD LINE OF PROPERTY LINE 5 1/2"5" WALL ASSEMBLY: 2-HOUR FIRE RATING PER GA FILE No. WP 8420 2-LAYERS 5/8" TYPE "X" GYPSUM BD. 2 X WALL FRAMING HEADER, REFER TO STRUCTURAL DRAWINGS 12" WIDE WINDOW FLASHING OVER WINDOW FLANGE CAULK WINDOW FLASHING TO WINDOW FLANGE. WINDOW FRAME W/ NAIL ON FLANGE SCALE:3" = 1'-0" WINDOW HEADER @ 2-HR RATED WALL 07.1.01H_G NOTE: ALL CAULKING TO BE TOPPS 900 OR APPROVED EQUAL PLYWOOD SHEATHING, REFER TO STRUCTURAL DRAWINGS 1 LAYER 5/8" TYPE "X" GYPSUM BD. WALL ASSEMBLY: 2-HOUR FIRE RATING PER GA FILE No. WP 8420 EXTERIOR STUCCO PER GCR SHEETS, DIVISION 9.2.3 SCALE:3" = 1'-0" WINDOW JAMB @ 2-HR RATED WALL 07.1.01J_G NOTE: ALL CAULKING TO BE TOPPS 900 OR APPROVED EQUAL 2-LAYERS 5/8" TYPE "X" GYPSUM BD. 2 X WALL FRAMING 12" WIDE WINDOW FLASHING OVER WINDOW FLANGE CAULK WINDOW FLASHING TO WINDOW FLANGE. PLYWOOD SHEATHING, REFER TO STRUCTURAL DRAWINGS EXTERIOR STUCCO PER GCR SHEETS, DIVISION 9.2.3 1 LAYER 5/8" TYPE "X" GYPSUM BD. WALL ASSEMBLY: 2-HOUR FIRE RATING PER GA FILE No. WP 8420 SCALE:3" = 1'-0" WINDOW SILL @ 2-HR RATED WALL 07.1.01S_G DOUBLE 2 X WINDOW FRAMING WINDOW FRAME W/ NAIL ON FLANGE CAULK WINDOW FLANGE TO WINDOW FLASHING 12" WIDE WINDOW FLASHING UNDER WINDOW FLANGE 2 X WALL FRAMING PLYWOOD SHEATHING, REFER TO STRUCTURAL DRAWINGS 5/8" TYPE "X" GYPSUM WALLBOARD 2 LAYERS - 5/8" TYPE "X" GYPSUM WALLBOARD WALL ASSEMBLY: 2-HOUR FIRE RATING PER GA FILE No. WP 8420 TABLE 721.1(2) ITEM 15-1.7 EXTERIOR STUCCO PER GCR SHEETS, DIVISION 9.2.3 SCALE:3" = 1'-0" SWING OUT THRESHOLD DETAIL DR TH DECK EXTERIOR TYPE DOOR OUT SWING THRESHOLD 3/ 4 " MA X . 2" SLOPE 1/4" = 1'-0" LINE OF WALL BEYOND 26 GA. G.I. PAN FLASHING SET IN NEOPRENE MASTIC. 2X DECK JOIST, SEE STRUCTURAL PLANS 2X FLOOR JOIST, SEE STRUCTURAL PLANS WESTCOAT WATERPROOF MACOAT SYSTEM OVER BALCONY. INSTALL PER MANUF. SPEC. EXACOR UNDERLAYMENT ON TOP OF PLYWOOD STRUCTURAL PANEL. INSTALL PER MANUF. SPEC'S EXTERIOR STUCCO PER GCR SHEETS, DIVISION 9.2.3 EXTERIOR GRADE PLYWOOD, SEE STRUCTURAL PLAN SCALE:6" = 1'-0" THRESHOLD - OUTSWING AT PODIUM DR THRESHOLD LINE OF WALL BEYOND EXTERIOR TYPE DOOR 26 GA. G.I. PAN FLASHING SET IN NEOPRENE MASTIC OR APPROVED EQ. CONCRETE PODIUM WESTCOAT MACOAT WATERPROOF SYSTEM OVER CONCRETE PODIUM. INSTALL PER MANUF. SPEC. 3/ 4 " SE E S L A B P L A N ALUMINUM DOOR THRESHOLD FASTENED WITH EXPANDING METAL ANCHORS CONTINUOUS BEDS OF URETHANE SEALANT 4" 2 1/ 4 " SCALE:3" = 1'-0" EXT. DOOR HEAD 08.2.01H 12" WIDE WINDOW FLASHING STUCCO MLD'G. APPROVED WEATHER-STRIPPING EXTERIOR GRADE DOOR PER CONDITION. WOOD DOOR FRAME CAULKING AT ALL JOINTS 1 1/2" TH.. HIGH DENSITY FOAM TRIM WHERE OCCURS. REFER TO EXT. ELEV. FOR SIZE AND SHAPE. APPLY AFTER BROWN COAT, COLOR COAT OVER. SEE STRUCTURAL PLANS FOR HEADER SIZE 1" EXTERIOR STUCCO PER GCR SHEETS, DIVISION 9.2.3 NOTE: ALL CAULKING TO BE TOPPS 900 OR APPROVED EQUAL. SCALE:3" = 1'-0" EXTERIOR DOOR JAMB 08.2.01J CAULKING AT ALL JOINTS APPROVED WEATHERSTRIPPING WOOD DOOR FRAME PER CONDITION. HINGES STUCCO MLD'G. EXTERIOR GRADE DOOR 12" WIDE FLASHING EXTERIOR STUCCO PER GCR SHEETS, DIVISION 9.2.3 NOTE: ALL CAULKING TO BE TOPPS 900 OR APPROVED EQUAL. 12 10 9 8 7 1 2 3 4 5 6 32 2 N . H A R B O R B L V D . SA N T A A N A , C A 9 2 7 0 3 SHEET NUMBER 2 0 2 4 0 1 0 SHEET TITLE PROJECT NUMBER REVISIONS NO.DATE NO.DATE HANNOUCHE ARCHITECTS EXPRESSLY RESERVES ITS COMMON LAW COPYRIGHT AND OTHER PROPERTY RIGHTS INHERENT IN THESE PLANS. ALL DRAWINGS, ELECTRONIC FILES, FIELD NOTES AND ASSOCIATED DOCUMENTS ARE INSTRUMENTS OF SERVICE AND ARE THE PROPERTY OF HANNOUCHE ARCHITECTS. ALL INFORMATION CONTAINED IN THESE DRAWINGS, ELECTRONIC FILES, FIELD NOTES AND ASSOCIATED DOCUMENTS IS PROJECT SPECIFIC AND SHALL NOT BE REPRODUCED, DISCLOSED, CHANGED, COPIED, OR USED OTHERWISE IN ANY FORM OR MANNER WHATSOEVER, WITHOUT FIRST OBTAINING THE EXPRESSED WRITTEN PERMISSION AND CONSENT OF HANNOUCHE ARCHITECTS. HANNOUCHE ARCHITECT c 2021 HANNOUCHE ARCHITECTS 949.261.2070 SAMIR HANNOUCHE, ARCHITECT 20250 SW ACACIA ST. #145 NEWPORT BEACH, CA 92660 May 9, 2025 1 CORR 12/10/24 BLDG A CORR 3/18/25 OCFA 2 CORR 4/09/25 BLDG DATE SIGNED2 3 CORR 5/09/25 BLDG D3.1 ARCHITECTURAL DOOR DETAILS VARIES SCALE:3" = 1'-0" DOOR JAMB (HEAD SIM.) DR CT JB/HD1 DOOR WIDTH PER SCHEDULE FIRE RATED DOOR FRAME PER DOOR SCHEDULE. (KNOCK DOWN OR WELDED FRAME 16 GA MIN., 12GA MAX - MASONRY ANCHORS LOOSE OR WELDED) ANCHOR TO WALL PER MFGR. INST. DIRECTIONS, (MIN 3 ANCHORS EA. JAMB) CONCRETE WALL SEALANT DOOR PER DOOR SCHEDULE. SMOKE GASKET SCALE:3" = 1'-0" DOOR JAMB (HEAD SIM.) DR JB/HD 3 5/8" TYPE 'X' GYP. BD. DBL. METAL FRAME @ JAMB 7 3/4" H.M. FRAME DOOR PER SCHEDULE 1/2" J-MOLD SEALANT R-21 BATT INSULATION CEMENT PLASTER SYSTEM OVER 5/8" TYPE 'X' GYP. SHEATHING 1/ 2 " 1/ 4 " 2" F I L T E R FA B R I C W R A P 3/8" ASPHALT EXPANSION BOARD FINISH FLOOR SLAB ON GRADE PER CIVIL AND LANDSCAPE DWGS FLUSH WITH F.F. AT ENTRY COMMON DOORS PAN FLASHING PER DETAIL 1 SHEET SET TO BITUTHENE W/ SEALANT A-6.XX APPROVED BY WATERPROOFING MANUF. ALUMINUM DOOR THRESHOLD FASTENED WITH EXPANDING METAL ANCHORS, SET IN TWO CONTINUOUS BEDS OF URETHANE SEALANT ALUMINUM DOOR DRIP W/ WEATHERSTRIP DOOR PER SCHEDULE SCALE:6" = 1'-0" EXT. OUT-SWING DOOR THRESHOLD 17.1.04 SLAB ON GRADE PER CIVIL 1/ 2 " 11 32 2 N . H A R B O R B L V D . SA N T A A N A , C A 9 2 7 0 3 SHEET NUMBER 2 0 2 4 0 1 0 SHEET TITLE PROJECT NUMBER REVISIONS NO.DATE NO.DATE HANNOUCHE ARCHITECTS EXPRESSLY RESERVES ITS COMMON LAW COPYRIGHT AND OTHER PROPERTY RIGHTS INHERENT IN THESE PLANS. ALL DRAWINGS, ELECTRONIC FILES, FIELD NOTES AND ASSOCIATED DOCUMENTS ARE INSTRUMENTS OF SERVICE AND ARE THE PROPERTY OF HANNOUCHE ARCHITECTS. ALL INFORMATION CONTAINED IN THESE DRAWINGS, ELECTRONIC FILES, FIELD NOTES AND ASSOCIATED DOCUMENTS IS PROJECT SPECIFIC AND SHALL NOT BE REPRODUCED, DISCLOSED, CHANGED, COPIED, OR USED OTHERWISE IN ANY FORM OR MANNER WHATSOEVER, WITHOUT FIRST OBTAINING THE EXPRESSED WRITTEN PERMISSION AND CONSENT OF HANNOUCHE ARCHITECTS. HANNOUCHE ARCHITECT c 2021 HANNOUCHE ARCHITECTS 949.261.2070 SAMIR HANNOUCHE, ARCHITECT 20250 SW ACACIA ST. #145 NEWPORT BEACH, CA 92660 May 9, 2025 1 CORR 12/10/24 BLDG A CORR 3/18/25 OCFA 2 CORR 4/09/25 BLDG DATE SIGNED2 3 CORR 5/09/25 BLDG 12 10 9 8 7 1 2 3 4 5 6 D4.1 ARCHITECTURAL EXTERIOR DETAILS VARIES ROUGH OPNG. PER CONDITION 4" MI N . 4" MIN. 4"MIN.PE R P L A N SCALE:1 1/2" = 1'-0" PAN FLASHING AT FLUSH DOOR 04.2.01 26 GAUGE G.I. FLASHING SET IN MASTIC. PROVIDE SEALANT AT ALL SEAMS (TYP.) 1/4" HIGH LIP 4" MIN. 4" MI N . TYP. INTERIOR WALL GYP. BOARD ON EACH SIDE OF 2 X STUDS AT 16" O.C. PRESSURE TREATED 2x SILL PLATE w/ SHOT PIN ANCHOR PER REPORT ESR-1663 - OR APPROVED EQUAL. SCALE:3" = 1'-0" INTERIOR WALL SOLE PLATE 13.2.01 ROUGH OPNG. PER CONDITION 4" MI N . RETURN PER PLAN 4" MIN . DR O P PE R P L A N SCALE:1 1/2" = 1'-0" PAN FLASHING AT RECESSED DOOR 04.2.07 26 GAUGE G.I. FLASHING SET IN MASTIC. PROVIDE SEALANT AT ALL SEAMS (TYP.) 1/4" HIGH LIP RETU R N PER P L A N RE C E S S PE R P L A N RECE S S PER P L A N 4" MI N . SCALE:3" = 1'-0" GRILLE DETAIL GRILLE_2 CONCRETE WALL SEALANT 2 1 / 2 " METAL GRILLE JAMB GUIDE ASSEMBLY PER MFGR. METAL GRILLE ASSEMBLY SCALE:1/2" = 1'-0" METAL GRILLE METAL GRILLE METAL GRILLE 9' - 6 " 8' - 0 " 6'-0"3'-0"6'-0" 1-1/2" SQ. TUBULAR STEEL FRAME 2' - 6 " 5' - 0 " 2' - 0 " 2' - 6 " 5' - 6 " SIZE A SIZE B SIZE C 5 D4.1 SCALE:3" = 1'-0" DECK TO WALL FLASHING 04.3.01 EXTERIOR STUCCO PER GCR SHEETS, DIVISION 9.2.3 2" MI N . 2" SLOPE 1/4" = 1'-0" 2X DECK JOIST, SEE STRUCTURAL PLANS 2X FLOOR JOIST, SEE STRUCTURAL PLANS WESTCOAT WATERPROOF MACOAT SYSTEM OVER BALCONY. INSTALL PER MANUF. SPEC. EXACOR UNDERLAYMENT ON TOP OF PLYWOOD STRUCTURAL PANEL. INSTALL PER MANUF. SPEC'S EXTERIOR STUCCO PER GCR SHEETS, DIVISION 9.2.3 EXTERIOR GRADE PLYWOOD, SEE STRUCTURAL PLAN 6" MI N . 26 GA. G.I. STUCCO WEEP SCREED 26 GA. G.I. BONDERIZED FLASHING MIN. 4" ON DECK AND 6" HEIGHT. 4" MIN. SCALE:1 1/2" = 1'-0" HEIGHT WARNING BEAM 17.1.39 1'-0" 1' - 0 " 5" M I N . 3" 8' - 2 " T O F I N . F L R . SOLID ANCHORAGE FRAMING ABOVE 3"x4 1/2" x 1/4" THK. STEEL CHANNEL FORMED AS SHOWN 1 3/4" ROUND METAL BOLT W/ COMPRESSION SPRING AND NY-LOCK NUTS 1 1/4" SQ. x 12 GA. STEEL TUBE 8'-0" OC 2"x12" THIN WALL TUBE STEEL CAP ENDS & GRIND SMOOTH NOTE: AFTER FABRICATION FIELD PAINT COMPLETE CONFIRM COLOR WITH OWNER 9'-0" LONG (FIELD VERIFY) CENTER IN OPENING PARKING CLEARANCE SIGN AS PER SIGNAGE PLANS - VERIFY WITH DEVELOPER. CONC. PODIUM SCALE:3/4" = 1'-0" BICYCLE RACKS 17.1.16 2 3 4 5 61 7 RACK BY 'CYCLOPS' OR EQUAL ANCHOR PER MANUFACTURER'S RECOMENDATIONS 3'-3"2'-0" 3' - 0 " LOCATIONS AND NUMBER OF BICYCLE SPACES REFER TO GARAGE PLANS FOR APPROX. AT EACH LOCATION. INSTALL PER MFR. RECOMENDATIONS FOR CLEARENCES TO ADJ. WALLS OR COLUMNS SCALE:3" = 1'-0" WALL PROTECTOR @ TRASH ROOM 17.1.17 3X10 PTDF BUMPER ALL AROUND TRASH ROOM - ATTACH WITH 1/2" LAG BOLTS IN EXP. SHIELDS BOLTS AT 48" O.C. AND 12 " MAX FROM ENDS COUNTERSINK AND FILL BOLT HOLES CONCRETE OR C.M.U. WALL MI N M I U M 4 ' - 0 " ( V E R I F Y ) SCALE:1 1/2" = 1'-0" BOLLARD DETAIL 17.1.18 3' - 0 " 2' - 6 " 3" 16" DIA. 1/2" MIN. RAISED CONCRETE DOME 6" Ø STEEL PIPE BOLLARD. TO BE "REFLECTORIZED". CONCRETE SLAB. SEE STRUCTURAL DWGS. 16" Ø CONC. FOOTING 4 - #4 VERTICAL BARS 3 - #4 TIES SLOPE 1/4"/FT. SCALE:3" = 1'-0" FULL HEIGHT GUARDRAIL DETAIL 04.1.01 SCALE:3" = 1'-0" GUARDRAIL DETAIL 04.1.01 SLOPE 1/4"/FT. 42 " M I N . 2' - 0 " 1' - 6 " VERTICAL SOLID STEEL, SEE STRUCTURAL PLAN 1-1/2" TOP HANDRAIL CAULK EXTERIOR STUCCO PER GCR SHEETS, DIVISION 9.2.3 DECK JOISTS PER STRUCT. - SLOPE MIN. 1/2" PER FT. TO DRAIN. 3 1 / 2 " TY P 3 1 / 2 " TY P 3 1 / 2 " TY P HORIZONTAL RAIL SOLID STEEL, SEE STRUCTURAL METAL MOUNTING BRACKET SET OVER CONTINUOUS BEAD OF SEALANT OVER (1) 12" SQ. LAYER BITUTHENE. SEE STRUCTURAL PLAN FOR ATTACHMENT INFORMATION METAL MOUNTING BRACKET SET OVER CONTINUOUS BEAD OF SEALANT OVER (1) 12" SQ. LAYER BITUTHENE. SEE STRUCTURAL PLAN FOR ATTACHMENT INFORMATION 26 GA. G.I. FLASHING WITH DRIP EDGE DECK JOISTS PER STRUCT. - SLOPE MIN. 1/2" PER FT. TO DRAIN. EXTERIOR STUCCO PER GCR-2, DIVISION 9.2.3 WESTCOAT - ALX STANDARD WITH WATER BASED STAIN BLENDS FINISH IN RAVEN COLOR. INSTALL PER MANUF. SPEC. BITUTHENE MEMBRANE AT PENETRATION SCALE:3" = 1'-0" GUARDRAIL DETAIL 04.1.01 SCALE:3" = 1'-0" GUARDRAIL DETAIL 04.1.01 1' - 6 " EQ 3. 9 9 " M A X EQ 3. 9 9 " M A X EQ 3. 9 9 " M A X EQ 3. 9 9 " M A X 8"4'-0" MAX INTERMEDIATE POST VERTICAL SOLID STEEL, SEE STRUCTURAL PLAN HORIZONTAL RAIL SOLID STEEL, SEE STRUCTURAL PLAN CORNER POST VERTICAL SOLID STEEL, SEE STRUCTURAL TOP HANDRAIL, SEE STRUCTURAL PLAN STUCCO LOW WALL EQ 3. 9 9 " M A X EQ 3. 9 9 " M A X EQ 3. 9 9 " M A X EQ 3. 9 9 " M A X 42 " M I N . 3 1 / 2 " TY P 3 1 / 2 " TY P 8"4'-0" MAX 3 1 / 2 " TY P 4" 3" METAL SCUPPER SCALE:3" = 1'-0" GUARDRAIL DETAIL 04.1.01 SLOPE 1/4"/FT. 42 " M I N . CAULK EXTERIOR STUCCO PER GCR SHEETS, DIVISION 9.2.3 WESTCOAT - MAcoat WITH WATER-BASED STAIN BLENDS FINISH IN RAVEN COLOR INSTALL PER MANUF. SPEC. 4" 3" METAL SCUPPER 4" 1 1/2" PODIUM SLAB APPLY 1 1/2" THK. HIGH DENSITY FOAM O/ THE BROWN COAT OF AN EXT. STUCCO SYSTEM. SEE ELEV. FOR SIZE AND SHAPE. SLOPE TOP 1/4" PER FT. MIN. APPLY FINISH COAT OVER FOAM. SLOPE 1/4"/FT. 2X FRAMING BITUTHENE MEMBRANE RETURN VERTICAL 6" MIN. T.O.W. EXTERIOR PLYWOOD SHEATHING. INSTALL PER MANUF. SPEC. WESTCOAT - ALX STANDARD WITH WATER BASED STAIN BLENDS FINISH IN RAVEN COLOR. INSTALL PER MANUF. SPEC. EXTERIOR PLYWOOD SHEATHING. INSTALL PER MANUF. SPEC. POUR IN PLACE CONCRETE HORIZONTAL RAIL SOLID STEEL, SEE STRUCTURAL PLAN CORNER POST VERTICAL SOLID STEEL, SEE STRUCTURAL INTERMEDIATE POST VERTICAL SOLID STEEL, SEE STRUCTURAL PLAN TOP HANDRAIL, SEE STRUCTURAL PLAN 11 12 10 9 7 1 3 4 5 6 D4.2 ARCHITECTURAL DETAILS VARIES 32 2 N . H A R B O R B L V D . SA N T A A N A , C A 9 2 7 0 3 SHEET NUMBER 2 0 2 4 0 1 0 SHEET TITLE PROJECT NUMBER REVISIONS NO.DATE NO.DATE HANNOUCHE ARCHITECTS EXPRESSLY RESERVES ITS COMMON LAW COPYRIGHT AND OTHER PROPERTY RIGHTS INHERENT IN THESE PLANS. ALL DRAWINGS, ELECTRONIC FILES, FIELD NOTES AND ASSOCIATED DOCUMENTS ARE INSTRUMENTS OF SERVICE AND ARE THE PROPERTY OF HANNOUCHE ARCHITECTS. ALL INFORMATION CONTAINED IN THESE DRAWINGS, ELECTRONIC FILES, FIELD NOTES AND ASSOCIATED DOCUMENTS IS PROJECT SPECIFIC AND SHALL NOT BE REPRODUCED, DISCLOSED, CHANGED, COPIED, OR USED OTHERWISE IN ANY FORM OR MANNER WHATSOEVER, WITHOUT FIRST OBTAINING THE EXPRESSED WRITTEN PERMISSION AND CONSENT OF HANNOUCHE ARCHITECTS. HANNOUCHE ARCHITECT c 2021 HANNOUCHE ARCHITECTS 949.261.2070 SAMIR HANNOUCHE, ARCHITECT 20250 SW ACACIA ST. #145 NEWPORT BEACH, CA 92660 May 9, 2025 1 CORR 12/10/24 BLDG A CORR 3/18/25 OCFA 2 CORR 4/09/25 BLDG DATE SIGNED2 3 CORR 5/09/25 BLDG HORIZONTAL EXPANSION JOINT VERTICAL EXPANSION JOINT 11 12 9 7 1 2 3 4 5 6 32 2 N . H A R B O R B L V D . SA N T A A N A , C A 9 2 7 0 3 SHEET NUMBER 2 0 2 4 0 1 0 SHEET TITLE PROJECT NUMBER REVISIONS NO.DATE NO.DATE HANNOUCHE ARCHITECTS EXPRESSLY RESERVES ITS COMMON LAW COPYRIGHT AND OTHER PROPERTY RIGHTS INHERENT IN THESE PLANS. ALL DRAWINGS, ELECTRONIC FILES, FIELD NOTES AND ASSOCIATED DOCUMENTS ARE INSTRUMENTS OF SERVICE AND ARE THE PROPERTY OF HANNOUCHE ARCHITECTS. ALL INFORMATION CONTAINED IN THESE DRAWINGS, ELECTRONIC FILES, FIELD NOTES AND ASSOCIATED DOCUMENTS IS PROJECT SPECIFIC AND SHALL NOT BE REPRODUCED, DISCLOSED, CHANGED, COPIED, OR USED OTHERWISE IN ANY FORM OR MANNER WHATSOEVER, WITHOUT FIRST OBTAINING THE EXPRESSED WRITTEN PERMISSION AND CONSENT OF HANNOUCHE ARCHITECTS. HANNOUCHE ARCHITECT c 2021 HANNOUCHE ARCHITECTS 949.261.2070 SAMIR HANNOUCHE, ARCHITECT 20250 SW ACACIA ST. #145 NEWPORT BEACH, CA 92660 May 9, 2025 1 CORR 12/10/24 BLDG A CORR 3/18/25 OCFA 2 CORR 4/09/25 BLDG DATE SIGNED2 3 CORR 5/09/25 BLDG D5.1 ARCHITECTURAL STAIR DETAILS VARIES SCALE:1" = 1'-0" STAIR RAIL DETAIL ST-R 1 1 1/2" DIA. METAL PIPE GUARDRAIL. 1 1/4" DIA. METAL HORIZONTAL PIPE RAILINGS EQUALLY SPACED & WELDED TO METAL POSTS. MANUF. STEEL STRINGER CONCRETE FILLED STAIR TREADS PER DETAILS. (FIELD FILLED) METAL HORIZONTAL PIPE RAILINGS TO BE SPACED SO THAT A SPHERE 3.99" IN DIAMETER CANNOT PASS THROUGH. HANDRAIL PER DETAIL 1 1/2" DIA. METAL PIPE POST AT MAX. 6'-0" O.C. 3' - 6 " M I N . 34 " M I N . - 3 6 " M A X . TYPICAL STUCCO UNDER STAIRS. (PER CONDITION) VISUAL STRIPPING AS PER CBC SECTION 1134B.4.4 SCALE:1" = 1'-0" RAIL EXTENSION AT TOP LANDING/FLR. ST-R 2 TYPICAL RAILING PER DETAIL. TYPICAL STAIRS PER DETAILS VISUAL STRIPPING AS PER C.B.C. SECTION 1134B.4.4 RETURN TO GRADE / FLOOR WHEN FREESTADING - PER CONDITION RETURN TO WALL AT WALL MOUNTED CONDITION FLOOR SYSTEM PER STRUCTURAL 1'-0" MIN. 3' - 0 " M I N . 12" + (X) TREAD WIDTH 3' - 0 " M I N . FLOOR SYSTEM PER PLANS SCALE:1" = 1'-0" RAIL EXTENSION AT BOTTOM LANDING/FLR. ST-R 3 TYPICAL RAILING PER DETAIL. TYPICAL STAIRS PER DETAILS VISUAL STRIPPING AS PER C.B.C. SECTION 1134B.4.4 RETURN TO GRADE / FLOOR WHEN FREESTADING - PER CONDITION RETURN TO WALL AT WALL MOUNTED CONDITION (X) STEEL STRINGER WHERE OCCURS, SEE STRUCTURAL 3' - 0 " M I N . 1 1/2" MIN. SCALE:3/4" = 1'-0" RAILING @ INTERIOR LANDING ST-R 4 HOLD STAIR COMPONENTS - LANDINGS AND STRINGERS - MINIMUM 1/2" OFF PARTY AND COMMON WALLS - TYP. 5/8" TYPE 'X' GYP. BD. AT USEABLE ENCLOSED SPACE UNDER STAIRS, TYP. (PER CONDITION) STEEL PAN WITH CONC. FILL TREADS, TYP. TYP. GYP. BD. PER CONDITION HANDRAIL, TYP. 1-1/2" MIN HANDRAIL & BRACKET SCREW TO STUD ON SOLID BLOCK'G, PRE-DRILL & CAULK OR ANCHOR TO MASONRY AS OCCURS 2 LAYERS 5/8" TYPE 'X' G.B. OR EXTERIOR PLASTER WHERE OCCURS WOOD STUD WALL OR CONC. OR CMU AS OCCURS METAL HANDRAIL-1 1 4" TO 1 1 2" GRIPABLE HANDRAILS 34" TO 38" ABOVE NOSING OF THE TREADS. AT LEAST ONE HANDRAIL SHALL EXTEND 12" BEYOND THE TOP RISER AND 12" PLUS A TREAD WIDTH BEYOND THE BOTTOM NOSING. WHERE STAIRS ARE CONTINUOUS FROM LANDING TO LANDING, INNER HANDRAILS SHALL BE CONTINUOUS AND NEED NOT EXTEND ONTO THE LANDING. (TITLE 24 CCR SECTION 1120A.4). RETURN RAIL TO WALL AT INTERIOR CONDITIONS RETURN ENDS AT EXTERIOR CONDITION 1 1/2"-2" HA N D R A I L : 3 4 " ( M I N . ) T O 3 8 " ( M A X . ) AB O V E S T A I R T R E A D N O S I N G ( U . N . O . ) 3" = 1'-0"SCALE: HANDRAIL CONNECTION STAIR 5 6" MIN. 12" MAX 1 1 2" " DIA METAL BRACKET @ 4'-6" O.C. MAX. A C B 1 1/2"-2" 1 1/2"-2"1 1/2" MIN. SCALE:3" = 1'-0" HANDRAIL GRIP DETAIL STAIR 6 NOTE: HANDRAIL & INSTALLATION SHALL MEET THE REQ. OF THE CURRENT EDITION CBC SEC. 1013.2. EXCEPT. #1 GU A R D R A I L M I N . 4 2 " A T L A N D I N G ( U . N . O . ) HA N D R A I L : M I N . 3 4 " T O 3 8 " F R O M S T A I R T R E A D N O S I N G ( U . N . O . ) HA N D R A I L : 3 4 " ( M I N . ) T O 3 8 " ( M A X . ) AB O V E S T A I R T R E A D N O S I N G ( U . N . O . ) PLAN AT WALL AT OUTSIDE OF STAIR BALUSTER - MATCH APPROPRIATE STYLE PER DEVELOPER 4 X 8 BLK'G. W/ (4) 16d SINKER OR SHORT FACE NAILS EACH SIDE PLYWOOD FILLER METAL WALL BRACKET W/ 250 LB. WORKING CAPACITY AT 4'-0" O.C. (MAX.) RETURN TO WALL WHERE SHOWN, SEE PLANS TOP RAIL - MATCH APPROPRIATE STYLE PER DEVELOPER 4" M A X . FR O M E N D (2) 1/4" DIA. x 3" LONG LAG BOLT WITH WASHER INTO SOLID BACKING WITH 3/16" DIA. PILOT HOLE 6'-0" MAX., TYP. 1 1/2" PIPE GUARD RAIL, TYP. 3' - 6 " GU A R D R A I L , T Y P . LINE OF FLOOR INTERMEDIATE METAL HORIZONTAL PIPE RAILINGS TO BE SPACED SO THAT A SPHERE 3.99" IN DIAMETER CANNOT PASS THROUGH. 1 1/4" DIA. INTERMEDIATE METAL HORIZONTAL PIPE RAILINGS EQUALLY SPACED & WELDED TO METAL POSTS. SCALE:3/4" = 1'-0" GUARDRAIL/HANDRAIL ST-R 7 1" LINE OF FLOOR 2" WARNING STRIPE 2" NOTE: 1. EDGES SHALL HAVE A MINIMUM RADIUS OF1/8" 2. STEEL STAIRS UNDER SEPARATE PERMIT 3. PROVIDE SHOP DRAWINGS FOR ARCHITECTS APPROVAL 2" WARNING STRIPE 1" 3' - 6 " M I N . AB O V E N O S I N G 1 1/2" 1 1 / 2 " MI N . 34 " - 3 8 " A B O V E N O S I N G 1 1/2" PIPE GUARD RAIL, TYP. 1 1/2" HANDRAIL, TYP. 1 1//4" INTERMEDIATE RAILING, TYP. EXTEND RAILING WHERE OCCURS STAIR STEEL FRAME/STRINGER T.S. 1 1/4" x 1 1/4" x 11 GA X 3 3/4" LONG GALV. PIN W/ 5/8" DIA. HOLE FOR CONNECTING BOLT 1/4" GALV. PLATE. PROVIDE "SIKAFLEX" OR EQUAL SEALANT AT BOLT HEADS. TYPICAL EXTERIOR STUCCO FINISH. 6" M I N . TOP VIEW ATTACHMENT TO BE AS PER RAIL FABRICATOR. SCALE:6" = 1'-0" RAILING CONNECTION DETAIL ST-R 8 6" M I N . 5/8" 4" 4" 5/ 8 " 1/2" DIA. HOT-DIPPED GALV. BOLT OR EQUIV. TYPICAL-LOCATED 1 1/2" MIN. FROM END OF RAIL. A C B 1 1/2"-2" 1 1/2"-2"1 1/2" MIN. SCALE:3" = 1'-0" HANDRAIL GRIP DETAIL STAIR 9 NOTE: HANDRAIL & INSTALLATION SHALL MEET THE REQ. OF THE CURRENT EDITION CBC SEC. 1013.2. EXCEPT. #1 GU A R D R A I L M I N . 4 2 " A T L A N D I N G ( U . N . O . ) HA N D R A I L : M I N . 3 4 " T O 3 8 " F R O M S T A I R T R E A D N O S I N G ( U . N . O . ) HA N D R A I L : 3 4 " ( M I N . ) T O 3 8 " ( M A X . ) AB O V E S T A I R T R E A D N O S I N G ( U . N . O . ) PLAN AT WALL AT OUTSIDE OF STAIR BALUSTER - MATCH APPROPRIATE STYLE PER DEVELOPER CONCRETE OR CMU WALL METAL WALL BRACKET W/ 250 LB. WORKING CAPACITY AT 4'-0" O.C. (MAX.) RETURN TO WALL WHERE SHOWN, SEE PLANS TOP RAIL - MATCH APPROPRIATE STYLE PER DEVELOPER 4" M A X . FR O M E N D (2) MASONRY ANCHORS STEEL CHANNEL STRINGER, SEE STRUCTURAL FINISH FLOOR STEEL POST INTERMEDIATE RAILING EXPANSION BOLT 11"MIN. (TYP.) TREAD 7" M A X ( T Y P . ) RI S E R CONCRETE-FILLED STEEL PAN TREAD AND RISER 11 4" X 11 4" X 1 8" STEEL ANGLE AT RISER & TREAD (TYP) 11 12 10 9 8 7 1 2 3 4 5 6 32 2 N . H A R B O R B L V D . SA N T A A N A , C A 9 2 7 0 3 SHEET NUMBER 2 0 2 4 0 1 0 SHEET TITLE PROJECT NUMBER REVISIONS NO.DATE NO.DATE HANNOUCHE ARCHITECTS EXPRESSLY RESERVES ITS COMMON LAW COPYRIGHT AND OTHER PROPERTY RIGHTS INHERENT IN THESE PLANS. ALL DRAWINGS, ELECTRONIC FILES, FIELD NOTES AND ASSOCIATED DOCUMENTS ARE INSTRUMENTS OF SERVICE AND ARE THE PROPERTY OF HANNOUCHE ARCHITECTS. ALL INFORMATION CONTAINED IN THESE DRAWINGS, ELECTRONIC FILES, FIELD NOTES AND ASSOCIATED DOCUMENTS IS PROJECT SPECIFIC AND SHALL NOT BE REPRODUCED, DISCLOSED, CHANGED, COPIED, OR USED OTHERWISE IN ANY FORM OR MANNER WHATSOEVER, WITHOUT FIRST OBTAINING THE EXPRESSED WRITTEN PERMISSION AND CONSENT OF HANNOUCHE ARCHITECTS. HANNOUCHE ARCHITECT c 2021 HANNOUCHE ARCHITECTS 949.261.2070 SAMIR HANNOUCHE, ARCHITECT 20250 SW ACACIA ST. #145 NEWPORT BEACH, CA 92660 May 9, 2025 1 CORR 12/10/24 BLDG A CORR 3/18/25 OCFA 2 CORR 4/09/25 BLDG DATE SIGNED2 3 CORR 5/09/25 BLDG D5.2 ARCHITECTURAL STAIR DETAILS VARIES CONCRETE-FILLED STEEL PAN TREAD AND RISER STEEL CHANNEL STRINGER, PER STRUCTURAL DRAWINGS 11 4" X 11 4" X 1 8" STEEL ANGLE AT RISER & TREAD (TYP) FINISH FLOOR STEEL FRAME, PER STRUCTURAL DRAWINGS CONCRETE-FILLED AT TOP RISER 11"MIN. (TYP.) TREAD 7" M A X ( T Y P . ) RI S E R CONCRETE-FILLED STEEL PAN TREAD AND RISER 11 4" X 11 4" X 1 8" STEEL ANGLE AT RISER & TREAD (TYP) FLOOR FINISH O/ CONCRETE SLAB/BEAM PER STRUCTURAL DRAWINGS STEEL CHANNEL STRINGER, SEE STRUCTURAL 11"MIN. (TYP.) TREAD 7" M A X ( T Y P . ) RI S E R SCALE:1 1/2" = 1'-0" INTERIOR - STRINGER TO LANDING ST-R 14 1 1/4" X 1 1/4" X 1/8" STEEL ANGLE AT RISER & TREAD (TYP) PER PLAN - 10" MIN. PE R P L A N 7 3 / 4 " M A X . CONCRETE-FILLED STEEL PAN TREAD AND RISER FINISH FLOOR STEEL CHANNEL STRINGER, SEE STRUCTURAL DRAWINGS STEEL FRAME, PER STRUCTURAL DRAWINGS FLOOR CONCRETE (@ BASEMENT LEVEL B-1) SCALE:1 1/2" = 1'-0" INTERIOR - STRINGER TO FLR. ST-R 16 WOOD FLOORING O/ 1/4" RUBBER MAT O/ 1 1/2" LIGHTWEIGHT CONCRETE 1 1/4" X 1 1/4" X 1/8" STEEL ANGLE AT RISER & TREAD (TYP) PER PLAN - 10" MIN. PE R P L A N 7 3 / 4 " M A X . CONCRETE-FILLED STEEL PAN TREAD AND RISER STEEL CHANNEL STRINGER, SEE STRUCTURAL DRAWINGS EXPANSION BOLT A C B 1 1/2"-2" 1 1/2"-2"1 1/2" MIN. SCALE:3" = 1'-0" HANDRAIL GRIP DETAIL ST-R 18 NOTE: HANDRAIL & INSTALLATION SHALL MEET THE REQ. OF THE CURRENT EDITION CBC SEC. 1013.2. EXCEPT. #1 GU A R D R A I L M I N . 4 2 " A T L A N D I N G ( U . N . O . ) HA N D R A I L : M I N . 3 4 " T O 3 8 " F R O M S T A I R T R E A D N O S I N G ( U . N . O . ) HA N D R A I L : 3 4 " ( M I N . ) T O 3 8 " ( M A X . ) AB O V E S T A I R T R E A D N O S I N G ( U . N . O . ) PLAN AT WALL AT OUTSIDE OF STAIR BALUSTER - MATCH APPROPRIATE STYLE PER DEVELOPER TYPICAL GUARDRAIL METAL WALL BRACKET W/ 250 LB. WORKING CAPACITY AT 4'-0" O.C. (MAX.) RETURN TO WALL WHERE SHOWN, SEE PLANS TOP RAIL - MATCH APPROPRIATE STYLE PER DEVELOPER 4" M A X . FR O M E N D WELD BRACKET TO RAIL SCALE:1 1/2" = 1'-0" INTERIOR - STRINGER TO FLR. ST-R 20 3/4" PLYWOOD FLOOR SHEATHING FLOOR CONCRETE @ PODIUM LEVEL) 1 1/4" X 1 1/4" X 1/8" STEEL ANGLE AT RISER & TREAD (TYP) PER PLAN - 10" MIN. PE R P L A N 7 3 / 4 " M A X . STEEL CHANNEL STRINGER, SEE STRUCTURAL DRAWINGS CONCRETE-FILLED STEEL PAN TREAD AND RISER FINISH FLOOR O/ GYPCRETE O/ ACOUSTIC MAT SCALE:3" = 1'-0" TACTILE EXIT STAIR DOOR SIGNAGE 22.01.02 5'-0"A.F.F.LC EXIT STAIR LC 8" GRADE 2 BRALLE, STATING SAME AS TEXT ON SIGN 1/32" RAISED HELVETICA MEDIUM CAPS, TYP.8" 6" TO EDGE OF DOOR JAMB AT STRIKE SIDE, U.O.N, TYP DOWN EQ.EQ. RADIUS CORNERS, TYP. WHITE LETTERS ON BACKGROUND COLOR TO BE SELECTED 1 1 / 2 " 1" R5/8" EXIT STAIR UP 1 1 / 2 " 1" SCALE:3" = 1'-0" ROOM IDENTIFICATION SIGN 22.01.03 5'-0"A.F.F.LC ROOM LC 10" GRADE 2 BRALLE, STATING SAME AS TEXT ON SIGN 1/32" RAISED HELVETICA MEDIUM CAPS, TYP. 5" 6" TO EDGE OF DOOR JAMB AT STRIKE SIDE, U.O.N, TYP NAME EQ.EQ. RADIUS CORNERS WHITE LETTERS ON BACKGROUND COLOR TO BE SELECTED 1" 1" 1" 1" 1" R5/8" 1ST THRU 4TH 5'-0"A.F.F.LC STAIR 14 STAIRWAY I.D. FLOOR LEVEL LC SCALE:3" = 1'-0" STAIRWAY IDENTIFICATION SIGNAGE 22.01.00 1'-0" "RAISED 5 POINTED STAR" ONLY AT DISCHARGE LEVEL GRADE 2 BRALLE, STATING SAME AS TEXT ON SIGN UPPER & LOWER TERMINUS OF STAIRWAY 1/32" RAISED HELVETICA MEDIUM CAPS, TYP. 1' - 0 " 2" 1" 5" 1" 1" 6" TO EDGE OF DOOR JAMB AT STRIKE SIDE, U.O.N, TYP RADIUS CORNERS, TYP.R5/8 " 12 9 8 7 1 2 3 4 5 6 32 2 N . H A R B O R B L V D . SA N T A A N A , C A 9 2 7 0 3 SHEET NUMBER 2 0 2 4 0 1 0 SHEET TITLE PROJECT NUMBER REVISIONS NO.DATE NO.DATE HANNOUCHE ARCHITECTS EXPRESSLY RESERVES ITS COMMON LAW COPYRIGHT AND OTHER PROPERTY RIGHTS INHERENT IN THESE PLANS. ALL DRAWINGS, ELECTRONIC FILES, FIELD NOTES AND ASSOCIATED DOCUMENTS ARE INSTRUMENTS OF SERVICE AND ARE THE PROPERTY OF HANNOUCHE ARCHITECTS. ALL INFORMATION CONTAINED IN THESE DRAWINGS, ELECTRONIC FILES, FIELD NOTES AND ASSOCIATED DOCUMENTS IS PROJECT SPECIFIC AND SHALL NOT BE REPRODUCED, DISCLOSED, CHANGED, COPIED, OR USED OTHERWISE IN ANY FORM OR MANNER WHATSOEVER, WITHOUT FIRST OBTAINING THE EXPRESSED WRITTEN PERMISSION AND CONSENT OF HANNOUCHE ARCHITECTS. HANNOUCHE ARCHITECT c 2021 HANNOUCHE ARCHITECTS 949.261.2070 SAMIR HANNOUCHE, ARCHITECT 20250 SW ACACIA ST. #145 NEWPORT BEACH, CA 92660 May 9, 2025 1 CORR 12/10/24 BLDG A CORR 3/18/25 OCFA 2 CORR 4/09/25 BLDG DATE SIGNED2 3 CORR 5/09/25 BLDG D6.1 ARCHITECTURAL ELEVATOR DETAILS VARIES SCALE:1/2" = 1'-0" ELEVATOR DETAIL ELEV DET HALL CALL BUTTONS AUXILUARY RAIL SMOKING GUARD HOUSING SMOKE DETECTOR CEILING SOFFIT HALL LANTERNS ELEVATOR EMERGENCY SIGN OPENING WIDTH OP E N I N G H E I G H T 42 " 35 " MA X . H E I G H T F R O M FL O O R T O L O W E S T B U T T O N 48 " MA X . H E I G H T F R O M F L O O R T O H I G H E S T B U T T O N SCALE:3" = 1'-0" ELEVATOR CONTROL ELEV CONTROL 5 3 1 SB B 2 4 6 DOOR OPEN CLOSE DOOR ALARM BELL EMERGENCY STOP 3/8" MIN. SEPARATION 5/8" MINIMUM SIZE NUMERAL . LETTERING RAISED 1/32" LETTERS AND NUMERALS SHALL BE RAISED 1/32", UPPER CASE SANS SERIF OR SIMPLE SERIF TYPE AND SHALL BE ACCOMPANIED WITH GRADE II BRAILLE. RAISED CHARACTERS SHALL BE AT LEAST 5/8" IN SIZE, BUT NO LARGER THAN 2" CORRESPONDING GRADE II BRAILLE CAR CONTROL BUTTONS TO BE RAISED 1/8" +/-1/32" ABOVE THE SURROUNDING SURFACE AND SHALL BE ILLUMINATED RAISED CHARACTERS TO BE WHITE ON A BLACK BACKGROUND PLACE STAR ALONGSIDE MAIN EXIT FLOOR NUMBER 3/4" MINIMUM DIAMETER CONTROL BUTTON SEE DETAIL BELOW SCALE:3" = 1'-0" ELEVATOR DR. HEADER ELEV. HD_01 STEEL ANGLE 4x4x3/8 w/ 5/8"Ø EXP. BOLT @ 24" DOOR HANGER ASSEMBLY BY ELEVATOR MFR. SHEET METAL FASCIA ELEVATOR DOOR AND FRAME (BY ELEV. MFR.) TYPICAL 2-HR SHAFT WALL HOISTWAY FRAME DEPTH = WALL THICKNESS + 1" SCALE:3" = 1'-0" ELEVATOR DR. HEADER ELEV. HD_02 STEEL ANGLE 4x4x3/8 w/ 5/8"Ø EXP. BOLT @ 24" DOOR HANGER ASSEMBLY BY ELEVATOR MFR. SHEET METAL FASCIA ELEVATOR DOOR AND FRAME (BY ELEV. MFR.) 2X SOFFIT FRAMING HOISTWAY FRAME DEPTH = WALL THICKNESS + 1" 6x12 HEADER - S.S.D. SMOKE GUARD HOUSING. INSTALLED PER MANUF. 1 1 / 4 " TYPICAL 2-HR SHAFT WALL. (2 LAYERS - 5/8" TYPE "X" GYPSUM WALLBOARD) 1'-3" 12 C L E A R M I N . 7' - 9 " PE R P L A N WALL ASSEMBLY: 2-HOUR FIRE RATING PER GA FILE No. WP 3725 TABLE 721.1(2) ITEM 14-1.5 RETURN RAIL SCALE:3" = 1'-0" ELEVATOR DR. JAMB ELEV. JB_01 ELEVATOR DOOR AND FRAME, PER ELEV. MANUF. TYPICAL 2-HR SHAFT WALL 2-2x WD. FRAMING HOISTWAY 5" SCALE:3" = 1'-0" ELEVATOR DOOR SILL @ GROUND FLOOR ELEV SILL_01 SHEET METAL FASCIA CONC. FLOOR & FDN. - S.S.D. NON-SHRINK GROUT FLOOR FINISH AS SCHEDULED STEEL ANGLE 4x4x3/8 w/ 5/8"Ø ANCHOR BOLT @ 24" O.C. DOOR AND SILL ASSEMBLY BY ELEVATOR MFR. HOISTWAY PIT 5" DOOR SPACE SCALE:3" = 1'-0" ELEVATOR DOOR SILL @ UPPER FLOOR ELEV SILL_02 SHEET METAL FASCIA NON-SHRINK GROUT FLOOR FINISH AS SCHEDULED DOOR AND SILL ASSEMBLY BY ELEVATOR MFR. HOISTWAY PIT 5" DOOR SPACE TYP. 2-HR. SHAFTWALL 2-2x WALL FRAMING (2) 2x WD. BLKG. - S.S.D. STL. ANGLE 4x4x3/8 w/ 5/8" Ø M.B. @ 24" 1 1 / 4 " SCALE:3" = 1'-0" ELEVATOR LADDER ELEV LADDER 6" 5' - 0 " 3' - 6 " 1' - 0 " 1' - 0 " 1' - 0 " 1' - 0 " 3/16" FIN. FLOOR PIT 1/2" Ø CONCRETE SCREW 3"x3/8" GALV. STEEL PLATE STRINGERS 14" APART w/ INTEGRAL ANCHOR FLANGES TOP & BOTTOM. 5"x3"x1/4"x0'-3" ANGLE w/ 5/8"Ø E.B., 4" MIN. EMBEDMENT, S.S.D. FOR TEST TABLE. 3/8"Ø E.B. EA. STRINGER. 2 1/2" MIN. EMBEDMENT. PARTITION TYPE AS SCHEDULED 3/4"Ø GALV. STL. ROD RUNG F.O. PIT CONC. WALL, S.S.D. 4" 3/16" TYP. 1' - 0 " 1 SCALE:1 1/2" = 1'-0" WATER PROOFING @ ELEVATOR PIT 17.1.02 WALL ABOVE ELEVATOR THRESHOLD GARAGE CONC. SLAB. ELEVATOR PIT WALL. CONTINUOUS WATERSTOP RX FOOTING/SLAB PER STRUCT. DWGS. * UNDER SLAB VAPOR RETARDERS ASTM E1745 CLASS A * WATER VAPOR PERMEANCE ASTM 1249 STEGO WRAP VAPOR BARRIER MIN. 15 MIL. AND STEGO CRETE CLAW TAPE (PERIMETER SEAL TAPE). OR APPROVED EQUAL STEGO WRAP VAPOR BARRIER MIM. 15 MIL. AND STEGO CRETE CLAW TAPE (PERIMETER SEAL TAPE). APPROVED ALTERNATIVES: VAPORGUARD BY REEF INDUSTRIES, SUNDANCE 15 MIL VAPOR BARRIER BY CUNDANCE INC. CLASS II 3/4" AGGREGATE BASE OR CRUSHED MISCELLANEOUS BASE 1 32 2 N . H A R B O R B L V D . SA N T A A N A , C A 9 2 7 0 3 SHEET NUMBER 2 0 2 4 0 1 0 SHEET TITLE PROJECT NUMBER REVISIONS NO.DATE NO.DATE HANNOUCHE ARCHITECTS EXPRESSLY RESERVES ITS COMMON LAW COPYRIGHT AND OTHER PROPERTY RIGHTS INHERENT IN THESE PLANS. ALL DRAWINGS, ELECTRONIC FILES, FIELD NOTES AND ASSOCIATED DOCUMENTS ARE INSTRUMENTS OF SERVICE AND ARE THE PROPERTY OF HANNOUCHE ARCHITECTS. ALL INFORMATION CONTAINED IN THESE DRAWINGS, ELECTRONIC FILES, FIELD NOTES AND ASSOCIATED DOCUMENTS IS PROJECT SPECIFIC AND SHALL NOT BE REPRODUCED, DISCLOSED, CHANGED, COPIED, OR USED OTHERWISE IN ANY FORM OR MANNER WHATSOEVER, WITHOUT FIRST OBTAINING THE EXPRESSED WRITTEN PERMISSION AND CONSENT OF HANNOUCHE ARCHITECTS. HANNOUCHE ARCHITECT c 2021 HANNOUCHE ARCHITECTS 949.261.2070 SAMIR HANNOUCHE, ARCHITECT 20250 SW ACACIA ST. #145 NEWPORT BEACH, CA 92660 May 9, 2025 1 CORR 12/10/24 BLDG A CORR 3/18/25 OCFA 2 CORR 4/09/25 BLDG DATE SIGNED2 3 CORR 5/09/25 BLDG D7.1 ARCHITECTURAL PENETRATION DETAILS VARIES 32 2 N . H A R B O R B L V D . SA N T A A N A , C A 9 2 7 0 3 SHEET NUMBER 2 0 2 4 0 1 0 SHEET TITLE PROJECT NUMBER REVISIONS NO.DATE NO.DATE HANNOUCHE ARCHITECTS EXPRESSLY RESERVES ITS COMMON LAW COPYRIGHT AND OTHER PROPERTY RIGHTS INHERENT IN THESE PLANS. ALL DRAWINGS, ELECTRONIC FILES, FIELD NOTES AND ASSOCIATED DOCUMENTS ARE INSTRUMENTS OF SERVICE AND ARE THE PROPERTY OF HANNOUCHE ARCHITECTS. ALL INFORMATION CONTAINED IN THESE DRAWINGS, ELECTRONIC FILES, FIELD NOTES AND ASSOCIATED DOCUMENTS IS PROJECT SPECIFIC AND SHALL NOT BE REPRODUCED, DISCLOSED, CHANGED, COPIED, OR USED OTHERWISE IN ANY FORM OR MANNER WHATSOEVER, WITHOUT FIRST OBTAINING THE EXPRESSED WRITTEN PERMISSION AND CONSENT OF HANNOUCHE ARCHITECTS. HANNOUCHE ARCHITECT c 2021 HANNOUCHE ARCHITECTS 949.261.2070 SAMIR HANNOUCHE, ARCHITECT 20250 SW ACACIA ST. #145 NEWPORT BEACH, CA 92660 May 9, 2025 1 CORR 12/10/24 BLDG A CORR 3/18/25 OCFA 2 CORR 4/09/25 BLDG DATE SIGNED2 3 CORR 5/09/25 BLDG D7.2 ARCHITECTURAL PENETRATION DETAILS VARIES #6 AND LARGER #5 AND SMALLER A. POURED AGAINST EARTH B. POURED AGAINST FORM BELOW GRADE 2'' 1 1/2'' 3'' 2'' REINFORCING STEEL GLULAMS/MFR. WD. PROD. D. SLABS ON GRADE (FROM TOP OF SLAB) E. COLUMNS AND BEAMS TO MAIN BARS F. WALLS - EXPOSED TO WEATHER NOT EXPOSED TO WEATHER, #11 AND SMALLER CONCRETE STRUCTURAL STEEL GENERAL NOTES C. FORMED SLABS LUMBER/CARPENTRY 1 1/2'' #14 AND #18 1 1/2" 1'' 1''FOUNDATION/SITEWORK 4X16 #1: Fb= 1000 PSI SINGLE/REPETITIVE 6 2X6 #2: Fb= 1170/1345 PSI 2X8 #2: Fb= 1080/1242 PSI 2X10 #2: Fb= 990/1138 PSI 2X12 #2: Fb= 900/1150 PSI 2X14 #2: Fb= 810/ 931 PSI 4X6 #2: Fb= 1170 PSI 4X8 #2: Fb= 1170 PSI 4X10 #2: Fb= 1080 PSI 4X14 #1: Fb= 1000 PSI 6X12 #1: Fb= 1350 PSI 4X12 #1: Fb= 1100 PSI ; Fv=180 psi E= 1.7x10 2X4 #2: Fb= 1350/1552 PSI ; Fv=180 psi E=1.6x10 4X4 #2: Fb= 1350 PSI 2018 NDS STRESS VALUES FOR DOUGLAS FIR-LARCH: CONC. 2'' 2'' 3/4" MASONRY 2'' 1 1/2'' 1 1/2'' 1 1/2" 2'' 1'' 1'' 3/4" 1 1/2" 6X10 #1: Fb= 1350 PSI ; Fv=170 psi, E=1.6x10 LUMBER/CARPENTRY (cont.) DESIGN LOADS: SHEET INDEX: S.0 STRUCTURAL GENERAL NOTES S0.1 STRUCTURAL GENERAL NOTES S0.2 SPECIAL INSPECTION S0.3 SOIL REPORT RECOMENDATIONS S0.4 SOIL REPORT RECOMENDATIONS S1.0 PARTIAL A - FOUNDATION PLAN S1.1 PARTIAL B - FOUNDATION PLAN S1.2 PARTIAL A - FOUNDATION PLAN - ADDITIONAL REINF. E-W DIRECTION S1.3 PARTIAL B - FOUNDATION PLAN - ADDITIONAL REINF. E-W DIRECTION S1.4 PARTIAL A - FOUNDATION PLAN - ADDITIONAL REINF. N-S DIRECTION S1.5 PARTIAL B - FOUNDATION PLAN - ADDITIONAL REINF. N-S DIRECTION S2.0 PARTIAL A - PODIUM SLAB PLAN S2.1 PARTIAL B - PODIUM SLAB PLAN S2.2 PARTIAL A - PODIUM SLAB PLAN - ADDITIONAL REINF. E-W DIRECTION S2.3 PARTIAL B - PODIUM SLAB PLAN - ADDITIONAL REINF. E-W DIRECTION S2.4 PARTIAL A - PODIUM SLAB PLAN - ADDITIONAL REINF. N-S DIRECTION S2.5 PARTIAL B - PODIUM SLAB PLAN - ADDITIONAL REINF. N-S DIRECTION S.3 PODIUM SLAB PLAN - WALL BRACING PLAN S.4 3RD FLOOR FRAMING PLAN S.5 4TH FLOOR FRAMING PLAN S.6 ROOF FRAMING PLAN SC1 STUCTURAL CONCRETE DETAILS SC2 STUCTURAL CONCRETE DETAILS SC2.1 STRUCTRAL CONCRETE DETAILS SC2.2 STRUCTRAL CONCRETE DETAILS SC3 STUCTURAL CONCRETE DETAILS SC4 STUCTURAL CONCRETE DETAILS SC5 STUCTURAL CONCRETE DETAILS SD2 STRUCTURAL DETAILS SD3 STRUCTURAL DETAILS SD4 STRUCTURAL DETAILS NAILING SCHEDULE SEISMIC DESIGN DATA IMPORTANCE FACTOR 1.0 SITE CLASS D SS 1.320 S1 0.470 SDS 0.88 SD1 0.574 SDC D LATERAL FORCE RESISTING SYSTEM 15 BASE SHEAR CS 0.146 R 6.5 W 2.50 PROCEDURE USED ELF REDUNDANCY FACTOR 1.3 WIND DESIGN PROCEDURE USED MWFRS BASIC WIND SPEED 95 MPH RISK CATEGORY II WIND EXPOSURE C SOIL SOIL REPORT PREPARED BY GLOBAL GEO-ENGINEERING, INC. PROJECT NUMBER 9230-04 DATE JUNE 11, 2024 SOIL BEARING PRESSURE 1800 PSF VERTICAL 15 PSF FLAT ROOF LL = FLAT ROOF DL = 20 PSF FLOOR LL = FLOOR DL = 15 PSF INT. WALL DL = 10 PSF EXT. WALL DL = ( CBC 2022 ) CORRIDOR LL = CORRIDOR DL = 20.5 PSF 100 PSF 20.5 PSF 40 PSF TYPICAL FLOOR/ROOF DECK/DECK SHEATHING TYPICAL SLOPED/FLAT NON-ASSEMBLY ROOF SHEATHING HORIZONTAL DIAPHRAGM: 6 6 12.ALL NAILING TO BE PER TABLE NUMBER 2304.10.2 OF THE LATEST CALIFORNIA BUILDING CODE (CBC), UNLESS NOTED OTHERWISE. 13.PLYWOOD FLOOR AND ROOF SHEATHING SHALL BE LAID CONTINUOUS OVER TWO OR MORE SUPPORTS WITH FACE GRAIN PERPENDICULAR TO SUPPORTS (UNLESS SHOWN OTHERWISE). STAGGER ALL PLYWOOD PANELS A MINIMUM OF 4'-0". 14.FLOOR SHEATHING TO BE NAILED AND GLUED TO THE JOISTS. USE ADHESIVES PER A.P.A. AFG-01 OR ASTM D3498. 15.FRAMING CONTRACTOR SHALL PROVIDE BACKING AS REQUIRED FOR ALL LIGHT FIXTURES, CABINETS, WARDROBES, TOWEL BARS, AND HANDRAILS AS REQUIRED AND REQUESTED BY GENERAL CONTRACTOR. 16.EXTERIOR WOOD POSTS AND COLUMNS SUPPORTED BY A CONCRETE SLAB SHALL BE INSTALLED A MINIMUM OF 8" ABOVE EXPOSED EARTH AND AT LEAST 1" ABOVE SLAB ON METAL POST BASES. (EXCEPTION: POSTS OR COLUMNS OF APPROVED WOOD WITH NATURAL RESISTANCE TO DECAY OR TREATED WOOD). POSTS OR COLUMNS RESTING ON CON-CRETE PIERS SURROUNDED BY EXISTING GRADE SHALL BE A MINIMUM OF 8" ABOVE ADJACENT GRADE PER CBC (LATEST EDITION). ALL ISOLATED INTERIOR AND EXTERIOR WOOD POSTS ATTACHED DIRECTLY TO CONCRETE SHALL BE SECURED WITH SIMPSON 'ABU', U.N.O. 17.PROVIDE 2x4 FLAT HEADERS AT ALL INTERIOR NON-BEARING OPENINGS UP TO 36 INCHES IN WIDTH AND 4x4 HEADERS FOR OPENINGS 3 ft TO 6 ft IN WIDTH. 18.PROVIDE MINIMUM 1/2" CLEARANCE (VOID SPACE) FROM TOP OF ALL INTERIOR NON-BEARING PARTITIONS TO ROOF AND CEILING FRAMING ABOVE. 19.ALL EXTERIOR WALLS ADJACENT TO VAULTED CEILINGS SHALL BE BALLOON FRAMED WITH CONTINUOUS STUDS TO BOTTOM CHORD OF TRUSS OR 2X RAFTER OR DOUBLE 2x TOP PLATE, U.N.O. 20.WHEN PLYWOOD SIDING IS USED AS AN EXTERIOR OR INTERIOR WALL COVERING, PROVIDE SOLID BLOCKING AT ANY HORIZONTAL JOINTS BETWEEN SOLE PLATE AND ANY TOP PLATE. "Z" BAR METAL SHALL BE USED AT EXTERIOR HORIZONTAL JOINTS. 21.INSTALL FIREBLOCKS TO CUT OFF ALL HORIZONTAL AND VERTICAL DRAFT OPENINGS BETWEEN TWO STORIES AND ROOF ATTIC SPACES. FIREBLOCKS SHALL BE OF 2 INCH NOMINAL THICKNESS. LOCATION OF FIREBLOCKS SHALL INCLUDE: A.STUD WALLS AT FURRED SOFFITS, CEILING AND FLOOR LEVELS. B.AROUND TOP, BOTTOM, SIDES AND ENDS OF SLIDING POCKET DOORS C.BETWEEN STAIR STRINGERS AT TOP AND BOTTOM OF RUN AND BETWEEN STUDS IN A WALL PARALLEL AND ADJOINING RUN OF STAIRS. 22.FASTENING OF MULTIPLE MEMBERS: DOUBLE & TRIPLE JOISTS; 16d NAILS AT 12" O.C STAGGERED (BOTH SIDES FOR TRIPLES). FOUR OR MORE JOISTS; 1/2" DIA. M.B's AT 18" O.C STAGGERED. 4X OR LARGER BEAMS; 1/2" DIA. M.B's AT 12" O.C STAGGERED. 23.ALL ROUGH OR RESAWN BEAMS ARE TO BE FREE OF GRADING STAMP LABELS AND FREE OF HEART CENTER (FOHC). 24.ALL HANGING 2X JOISTS SHALL UTILIZE SIMPSON "LUS" HANGERS, U.N.O. AND SIMPSON "IUS" FOR I-JOISTS, U.N.O. 25.ALL BEARING WALLS ON A WOOD FLOOR ARE TO BE SUPPORTED WITH DOUBLE JOISTS OR SOLID BLOCKING, UNLESS NOTED OTHERWISE. 26.ALL BEAMS TO BE SUPPORTED WITH FULL BEARING STUDS OR POSTS, U.N.O. 27.ROOF SHEATHING IS TO CONTINUE UNDER "CALIFORNIA FRAMING", TYP. 28.APPLY SHEAR WALL PLYWOOD PRIOR TO ALL BOX-OUTS, FUR-OUTS, SOFFITS OR ANY OTHER FRAMING THAT MAY INTERRUPT CONTINUITY OF PLYWOOD. 29.PROVIDE FURRING AS NEEDED TO ALIGN NON-SHEAR WALLS WITH SHEAR WALLS. 30.PROVIDE 4X OR DOUBLE 2X MEMBERS UNDER SOLE PLATE NAILING LESS THAN 4 in. O.C., U.N.O. 31.DOUBLE TOP PLATES w/MIN. 48 in. LAP SPLICES TO BE PROVIDED w/MIN. (12) 16d COMMON NAILS PER TOP PLATE SPLICE U.N.O. PER PLAN. SDPWS-2015/CBC 2022 MATERIAL 8 FRM'G SIZE EDGE NAILING 1,4 FIELD 16D SILL LAG5 TRANSFER -- A.B.'S9 5/8"VALUE B 3/8" APA SHEARWALL SCHEDULE SINKER WINDSEISMIC CONFORMING TO ANSI/AF&PA FRAMING CLIP LTP4/A35 3/8" APA 8d 6"12"4"12"--42"220 plf--307 plf24" SILL PLATE 2X4 MIN. FOOTNOTES: 1.ALL NAILS TO BE COMMON NAILS. 2.SIMPSON LPT4 FRAMING ANCHOR MAY BE SUBSTITUTED AT FLAT CONDITIONS. 3.ALL STUDS, SILL PLATES AND BLOCKING TO BE 3X FRAMING. 4.SOLID BLOCKING SHALL BE PROVIDED AT ALL EDGES AND HORIZONTAL JOINTS. 5.SIMPSON STRONG TIE 1/4" SDS X 6" LONG LAG SCREWS. 6.PLYWOOD APPLIED TO BOTH SIDES SHALL BE OFFSET OR FRAMING SHALL BE 3X AND NAILS ON EACH SIDE SHALL BE STAGGERED. 7.3X @ PANEL JOINTS; 2X FRMG AT TOP PLATES MAY BE USED PROVIDED FULL NAILING WIDTH IS AVAILABLE TO ONE PIECE OF SHT'G; STAGGER NAILS 1/2" & SHT'G. ONE SIDE ONLY. 8.SHEETS SHALL NOT BE LESS THAN 4FT BY 8FT, EXCEPT AT BOUNDARIES AND CHANGES WHERE SHEET SHALL BE 24" MINIMUM. 9.SQUARE PLATE WASHERS SHALL BE USED WITH ALL ANCHOR BOLTS. 5 8" A.B. - 3" X 3" X 0.229" 3 4" A.B. - 3" X 3" X 0.229" 10.USE 4-1/2" SQ. X .229" AT 2X6 WALLS. 11.3X MUDSILL PLATES 3X MIN. STAGG'D 2X4 BLK. W/ 16d @ 4" OC SOLID RIM OR BLK'G SOLE PLATE CONNECTION TO FRAMING BELOW (1) STD. 3XDESCRIPTION A RATED RATED 8d 4"12"3"12"--36"320 plf--447 plf16"2X4 CAP. VALUE CAP. C 3/8" APA RATED 8d 3"12"3"8"--24"410 plfYES 575 plf12"2X4 7 STAGG. D 3/8" APA RATED 8d 2"12"2"6"--16"530 plfYES 742 plf10"2X4 7 STAGG. E 15/32" APA RATED 10d 2"12"4"--12"770 plfYES 1077 plf10"2X4 7 -- F 15/32" STRUC. 1 10d 2"12"4"--12"870 plfYES 1217 plf8"2X4 7 -- WD. PANEL EXPOSURE REQUIREMENTS FOR CONCRETE BY EXPOSURE CLASS (ACI 318-19, Table 19.3.2.1) CLASS MAX. W/C MIN. F'c (PSI) ADDITIONAL REQUIREMENTS AIR CONTENT LIMITS ON CEMENT. MAT'L. EXPOSURE CLASS MAX. W/C MIN. F'c (PSI) CEMENTITIOUS MATERIAL TYPE ASTM C150 S0 N/A 2,500 S1 0.50 4,000 S2 0.45 4,500 S3 0.45 4,500 ASTM C595 ASTM C1157 CALCIUM CHLORIDE ------------ II V V+POZZOLAN or SLAG TYPE WITH (MS) DESIGNATION TYPE WITH (HS) DESIGNATION TYPES WITH (HS) DESIGNATION + POZ MS HS HS+POZZOLAN or SLAG --- NOT PERMITTED NOT PERMITTED EXPOSURE CLASS MAX. W/C MIN. F'c (PSI) W0 N/A 2,500 W1 N/A 2,500 NONE 26.4.2.2(d) EXPOSURE CLASS MAX. W/C MIN. F'c (PSI) MAX. CHLORIDE ION CONTENT % BY WT. REINFORCED CONC. C0 N/A 2,500 C1 N/A 2,500 C2 0.40 5,000 RELATED PROVISIONS 1.00 NONE 0.30 0.15 --- CONCRETE COVER PRESTRESSED CONC. 0.06 0.06 0.06 ADDITIONAL REQUIREMENTS 1,2 4 5,6 6 7 7 5 9,10 1,2 1,2 1,2 FREEZING/THAWING SULFATE IN CONTACT WITH WATER CORROSION PROTECTION OF REINFORCEMENT NOTES: 1.THE w/cm IS BASED ON ALL CEMENTITIOUS AND SUPPLEMENTARY CEMENTITIOUS MAT. IN THE CONCRETE MIXTURE. 2.THE MAXIMUM w/cm LIMITS DO NOT APPLY TO LIGHTWEIGHT CONCRETE. 3.FOR PLAIN CONCRETE, THE MAXIMUM w/cm SHALL BE 0.45 AND THE MINIMUM F'c SHALL BE 4,500 PSI. 4.ALTERNATIVE COMBINATIONS OF CEMENTITIOUS MAT. TO THOSE LISTED ARE PERMITTED FOR ALL SULFATE EXPOSURE CLASSES WHEN TESTED FOR SULFATE RESISTANCE AND MEETING THE CRITERIA IN 26.4.2.2(c). 5.FOR SEAWATER EXPOSURE, OTHER TYPES OF PORTLAND CEMENTS WITH TRICALCIUM ALUMINATE (C3A) CONTENTS UP TO 10 PERCENT ARE PERMITTED IF THE w/cm DOES NOT EXCEED 0.40. 6.OTHER AVAILABLE TYPES OF CEMENT SUCH AS TYPE I OR TYPE III ARE PERMITTED IN EXPOSURE CLASSES S1 OR S2 IF THE C3A CONTENTS ARE LESS THAN 8 PERCENT FOR EXPOSURE CLASS S1 OR LESS THAN 5 PERCENT FOR EXPOSURE CLASS S2. 7.THE AMOUNT OF THE SPECIFIC SOURCE OF THE POZZOLAN OR SLAG CEMENT TO BE USED SHALL BE AT LEAST THE AMOUNT THAT HAS BEEN DETERMINED BY SERVICE RECORD TO IMPROVE SULFATE RESISTANCE WHEN USED IN CONCRETE CONTAINING TYPE V CEMENT. ALTERNATIVELY, THE AMOUNT OF THE SPECIFIC SOURCE OF THE POZZOLAN OR SLAG CEMENT TO BE USED SHALL BE AT LEAST THE AMOUNT TESTED IN ACCORDANCE WITH ASTM C1012 AND MEETING THE CRITERIA IN 26.4.2.2(c). 8.IF TYPE V CEMENT IS USED AS THE SOLE CEMENTITIOUS MAT., THE OPTIONAL SULFATE RESISTANCE REQUIREMENT OF 0.040 PERCENT MAXIMUM EXPANSION IN ASTM C150 SHALL BE SPECIFIED. 9.THE MASS OF SUPPLEMENTARY CEMENTITIOUS MAT. USED IN DETERMINING THE CHLORIDE CONTENT SHALL NOT EXCEED THE MASS OF THE PORTLAND CEMENT. 10.CRITERIA FOR DETERMINATION OF CHLORIDE CONTENT ATRE IN 26.4.2.2. 11.CONCRETE COVER SHALL BE IN ACCORDANCE WITH 20.5. 3 3 W2 0.50 4,000 26.4.2.2(d) OR SLAG OPT. 1 0.40 5,000OPT. 2 V 8 TYPE WITH (HS) DESIGNATION HS NOT PERMITTED 11 FLAT BLOCKING TO TRUSS AND WEB FILLER, FACE NAIL 16d COMMON @ 6" O.C. 2. CEILING JOIST TO TOP PLATE, TOENAIL EACH END 3-8d 3. CEILING JOIST LAPS (NON-PARALLEL CONDITION), FACE NAIL 3-16d 4. CEILING JOIST ATTACHED TO PARALLEL RAFTER, FACE NAIL TABLE 2308.7.3.1 5. COLLAR TIE TO RAFTER, FACE NAIL EACH RAFTER 3-10d 6. RAFTER/ROOF TRUSS TO PLATE, 2 TOENAILS & 1 TOENAIL PER SIDE 3-10d 7. RAFTER TO RIDGE/HIP/VALLEY, TOE NAIL 3-10d RAFTER TO RIDGE/HIP/VALLEY, END NAIL 2-16d 8. STUD TO STUD (NON-BRACED WALLS), FACE NAIL 16d COMMON @ 24" O.C. 16d BOX @ 16" O.C. 9. STUDS AT CORNERS (BRACED WALLS), FACE NAIL 16d COMMON @ 16" O.C. 16d BOX @ 12" O.C. 10. BUILT-UP HEADER WITH 1/2" SPACER FACE NAIL 16d COMMON @ 16" O.C. 16d BOX @ 12" O.C. 4-8d 12. TOP PLATE TO TOP PLATE, FACE NAIL 16d COMMON AT 16" O.C. 10d BOX @ 12" O.C. 13. DOUBLE TOP PLATE SPLICE, FACE NAIL EACH SIDE 8-16d 14. BOTTOM PLATE TO RIM (NON-BRACED WALLS) FACE NAIL 16d COMMON AT 16" O.C. 16d BOX @ 12" O.C. 15. BOTTOM PLATE TO RIM (BRACED WALLS), FACE NAIL 2-16d 16. TOP/BOTTOM PLATE TO STUD, TOENAIL 4-8d TOP/BOTTOM PLATE TO STUD, END NAIL 2-16d 17. TOP PLATE LAPS AT CORNERS/INTERSECTIONS, FACE NAIL 2-16d 18. 1" BRACE TO EACH STUD AND PLATE, FACE NAIL 2-8d 19. 1X6 SHEATHING TO BEARING, FACE NAIL 2-8d 20. 1X8 SHEATHING TO BEARING, FACE NAIL 3-8d 21. JOIST TO SILL/TOP PLATE/GIRDER, TOE NAIL 3-8d 22. RIM/BAND JOIST OR BLK'G TO SILL/TOP PLATE, TOE NAIL 8d COMMON @ 6" O.C. 8d BOX @ 4" O.C. 23. 1X6 SUBFLOOR TO EACH JOIST, FACE NAIL 2-8d 24. 2" SUBFLOOR TO JOIST OR GIRDER, FACE NAIL 2-16d 25. 2" PLANKS 2-16d AT EACH BEARING 26. BAND/RIM JOIST TO JOIST, END NAIL 3-16d 27. BUILT-UP GIRDERS AND BEAMS FACE NAIL 20d COMMON @ 32" O.C. 28. LEDGER STRIP SUPPORTING JOISTS, FACE NAIL 3-16d 29. BRIDGING TO JOIST, TOE NAIL 2-8d 11. CONTINUOUS HEADER TO STUD, TOE NAIL BLOCKING BETWEEN RAFTER/TRUSS NOT AT T.P., EA. END, TOENAIL 2-8d 1. RAFTER/JOIST BLOCKING TO TOP PLATE, TOENAIL 3-8d 2-20d AT ENDS & SPLICE 1.THE GENERAL CONTRACTOR AND EACH SUBCONTRACTOR SHALL VERIFY ALL DIMENSIONS AND SITE CONDITIONS BEFORE STARTING STARTING ANY WORK. THE ENGINEER ( DONG ENG. ) SHALL BE NOTIFIED OF ANY AND ALL DISCREPANCIES. 2.DIMENSIONING SHALL TAKE PRECEDENCE OVER SCALES SHOWN ON DRAWINGS. TYPICAL DETAILS AND GENERAL NOTES ARE MINIMUM REQUIREMENTS TO BE USED WHEN CONDITIONS ARE NOT SHOWN OTHERWISE. 3.NOTES AND DETAILS ON DRAWINGS SHALL TAKE PRECEDENCE OVER GENERAL NOTES AND TYPICAL DETAILS. WHERE NO DETAILS ARE SHOWN CONSTRUCTION SHALL CONFORM TO SIMILAR WORK ON PROJECT. 4.ALL WORK SHALL CONFORM TO THE MINIMUM STANDARDS OF THE 2022 EDITION OF THE CALIFORNIA BUILDING CODE (CBC), AND ANY OTHER REGULATING AGENCIES WHICH HAVE AUTHORITY OVER ANY PORTION OF THE WORK, INCLUDING THE STATE OF CALIFORNIA DIVISION OF INDUSTRIAL SAFETY, AND THOSE CODES AND STANDARDS LISTED IN THESE NOTES AND SPECIFICATIONS. 5.APPROVAL BY THE INSPECTOR DOES NOT CONSTITUTE AUTHORITY TO DEVIATE FROM THE PLANS AND/OR SPECIFICATIONS. ANY DESIGN WHICH FAILS TO BE CLEAR OR IS AMBIGUOUS MUST BE REFERRED TO THE ENGINEER (DONG ENG.) FOR INTERPRETATION OR CLARIFICATION. 6.SEE ARCHITECTURAL, ELECTRICAL AND MECHANICAL DRAWINGS FOR PITS, TRENCHES, ROOF OPENINGS, DEPRESSIONS ETC. NOT SHOWN ON STRUCTURAL DRAWINGS. 7.VIBRATION EFFECTS OF MECHANICAL EQUIPMENT HAVE NOT BEEN CONSIDERED BY ENGINEER. 8.THE DESIGN ADEQUACY AND SAFETY OF ERECTION BRACING, SHORING, TEMPORARY SUPPORTS, ETC. IS SOLE RESPONSIBILITY OF THE CONTRACTOR, AND HAS NOT BEEN CONSIDERED BY THE ENGINEER (DONG ENG.). THE CONTRACTOR IS RESPONSIBLE FOR THE STABILITY OF THE STRUCTURE PRIOR TO THE APPLICATION OF ALL SHEAR WALLS, ROOF AND FLOOR DIAPHRAGMS AND FINISH MATERIALS. HE/SHE SHALL PROVIDE THE NECESSARY BRACING TO PROVIDE STABILITY PRIOR TO THE APPLICATION OF THE AFOREMENTIONED MATERIALS. STRUCTURAL OBSERVATION JOB SITE VISITS BY THE ENGINEER SHALL NOT INCLUDE INSPECTION OF THE ABOVE ITEMS. 9.CONTRACTOR SHALL INVESTIGATE SITE DURING CLEARING AND EARTHWORK OPERATIONS FOR FILLED EXCAVATIONS OR BURIED STRUCTURES SUCH AS CESSPOOLS, CISTERNS, FOUNDATIONS, ETC. IF ANY SUCH STRUCTURES ARE FOUND, THE ENGINEER (DONG ENG.) AND THE ARCHITECT SHALL BE NOTIFIED IMMEDIATELY. 10.CONSTRUCTION MATERIALS SHALL BE SPREAD OUT IF PLACED ON FRAMED FLOORS OR ROOF. LOAD SHALL NOT EXCEED THE DESIGN LIVE LOAD PER SQUARE FOOT. PROVIDE ADEQUATE SHORING AND/OR BRACING WHERE STRUCTURE HAS NOT ATTAINED DESIGN STRENGTH. 11.CONSTRUCTION DOCUMENTS IDENTIFIED AS "BID SET" ON ANY OR ALL SHEETS MAY BE SUBJECT TO REVIEW. THIS REVIEW MAY RESULT IN CHANGES WHICH MAY BE MADE TO THE PLANS PRIOR TO THE ISSUANCE OF THE FINAL CONSTRUCTION SET WHICH WILL CONTAIN NO "BID SET" DESIGNATIONS. CONSTRUCTION DOCUMENTS IDENTIFIED AS "BID SET" ARE NOT CONSTRUED AS BEING THE COMPLETED OR FINAL DRAWINGS AND THEY SHOULD NOT IN ANY WAY BE USED AS SUCH. 12.ALL GUARD AND HANDRAILS SHALL BE DESIGNED TO WITHSTAND A POINT LOAD OF 200 POUNDS APPLIED IN ANY DIRECTION AND AT ANY POINT TO TOP RAIL. A 50 PLF LOAD IS REQUIRED AT 3-STORY AND MULTI-FAMILY PROJECTS. IF OCCUPANT LOAD IS LESS THAN 50, A 20 PLF LOAD MAY BE USED. 13.THESE PLANS ARE INTENDED SOLELY FOR THE USE OF THE OWNER FOR CONSTRUCTION AND ARE EXPRESSLY NOT INTENDED FOR USE IN MARKETING. EXTERIOR ELEVATIONS AND OTHER DETAILS ON THESE PLANS ARE ONLY A REPRESENTATION AND MAY VARY SIGNIFICANTLY FROM THE ACTUAL CONSTRUCTION. 14.SLAB-ON-GRADE REQUIREMENTS TO BE PER THE SOIL ENGINEERS RECOMMENDATIONS SOLELY, U.N.O. THE SLAB-ON-GRADE IS A NON-STRUCTURAL ITEM AND THEREFORE HAS NOT BEEN DESIGNED BY THE STRUCTURAL ENGINEER, UNLESS NOTED OTHERWISE. 15.IN THE EVENT OF CONFLICT BETWEEN THE ARCHITECTURAL GENERAL NOTES AND THE STRUCTURAL GENERAL NOTES (SHT S.0), THE MORE STRINGENT REQUIREMENT SHALL GOVERN. 1.ALL REINFORCING SHALL BE ASTM A-615 GRADE 40 FOR #4 BARS AND SMALLER. ALL REINFORCING SHALL BE ASTM A-615 GRADE 60 FOR #5 BARS AND LARGER. WELDED WIRE FABRIC TO BE ASTM A-185, LAP 1-1/2 SPACES, 9" MIN. FOR STRUCTURAL SLABS ALL REINFORCING #5 AND LARGER TO BE ASTM A-615 GRADE 60 2.ALL BARS SHALL BE DEFORMED AS PER ASTM A615 / A615M. 3.ALL BARS SHALL BE CLEAN OF LOOSE FLAKY RUST, GREASE OR OR OTHER MATERIALS LIKELY TO IMPAIR BOND. 4.ALL BENDS SHALL BE MADE COLD. 5.SPLICING OF #3-#6 BARS SHALL HAVE A MIN. LAPPING OF 30 DIA. OR 2'-0" MIN. IN ALL CONTINUOUS REINFORCEMENT OF FOOTINGS AND CONCRETE WALLS, EXCEPT AS NOTED ON PLANS. MASONRY REINFORCEMENT SHALL HAVE LAPPINGS OF 40 DIA. FOR GRADE 40 AND 48 DIA. FOR GRADE 60 OR 2'-0" MIN., U.N.O. 6.ALL REINFORCING BARS SHALL BE ACCURATELY AND SECURELY PLACED BEFORE POURING CONCRETE. 7.CONCRETE PROTECTION FOR REINFORCEMENT SHALL BE AT LEAST EQUAL TO THE DIAMETER OF THE BARS. COVER SHALL BE AS FOLLOW: 1.ALL CONCRETE SHALL CONFORM TO THE LATEST EDITION OF THE CALIFORNIA CRC CODE. 2.CONCRETE SHALL CONFORM TO "EXPOSURE CLASS" REQUIREMENTS OF ACI 318-19 REFER TO SOILS REPORT FOR SOIL CONDITIONS. 3.ALL CEMENT SHALL CONFORM TO ASTM C-150, C-595 OR C-1157. USE CEMENT TYPE ................................................ TYPE II 4.FINE AND COARSE AGGREGATE SHALL CONFORM TO ASTM C-33 FOR STANDARD WEIGHT CONCRETE AND ASTM C-330 FOR LIGHTWEIGHT CONCRETE. 5.CONCRETE FOR SLAB-ON-GRADE SHALL HAVE A MAX. SLUMP OF 5" PER ASTM C-143 AND MAX. SLUMP OF 4" FOR FOOTINGS AND GRADE BEAMS, U.N.O. READY-MIX CONCRETE SHALL BE MIXED AND DELIVERED PER ASTM C-94. 6.DRYPACK SHALL BE COMPOSED OF ONE PART PORTLAND CEMENT TO NOT MORE THAN THREE PARTS SAND. 7.ANCHOR BOLTS, HOLDOWN BOLTS, DOWELS, INSERTS, ETC. SHALL BE SECURED INTO PLACE AND INSPECTED PRIOR TO POURING CONCRETE. 8.CONCRETE SHALL BE CURED BY KEEPING CONTINUOUSLY WET FOR 10-DAYS OR BY AN APPROVED CURING COMPOUND. 9.REFER TO ARCHITECTURAL, MECHANICAL, ELECTRICAL AND PLUMBING DRAWINGS FOR MISCELLANEOUS ITEMS TO BE CAST INTO CONCRETE AND FLOOR STEPS, DEPRESSIONS, PITS, CURBS, ETC. 10.SEE ARCHITECTURAL DRAWINGS FOR LOCATIONS OF EXPANSION JOINTS, A/C PADS, SCORING, ETC. FOR CONCRETE WALKS AND SLABS. 11.ALL STRUCTURAL CONCRETE ...............................F'c = 4,000 PSI ALL SLAB-ON-GRADE ............................................... F'c = 4,000 PSI ALL CONTINUOUS FOOTINGS AND PADS ............. F'c = 4,000 PSI ALL CONCRETE SHALL REACH MINIMUM COMPRESSIVE STRENGTH 28 - DAYS (MIN. W/C RATIO=0.5). 12.ALL CONCRETE WITH F'c GREATER THAN 3,000 PSI SHALL HAVE SPECIAL INSPECTION PER SECTION 1704 & 1707 OF THE CALIFORNIA BUILDING CODE (CBC 2022) UNLESS NOTED OTHERWISE. F0 N/A 2,500 N/A N/A F1 0.55 3,500 ACI 318-19 TABLE 19.3.3.3 N/A F2 0.45 4,500 ACI 318-19 TABLE 19.3.3.3 N/A F3 0.40 5,000 ACI 318-19 TABLE 19.3.3.3 ACI 318-19 TABLE 26.4.2.2(b) 1.ALL STRUCTURAL SAWN LUMBER SHALL BE GRADED BY ONE OF THE FOLLOWING: W.C.L.I.B., W.W.P.A., N.L.G.A, or PS 20. 2.ALL WOOD BEARING ON CONCRETE OR MASONRY SHALL BE PRESSURE TREATED DOUGLAS FIR (PTDF), U.N.O 3.HOLES FOR BOLTS SHALL BE BORED WITH A BIT 1/32" TO 1/16" LARGER THAN THE NOMINAL BOLT DIAMETER. 4.ALL BOLTS SHALL BE RE-TIGHTENED PRIOR TO APPLICATION OF FINISH MATERIALS (PLYWOOD, PLASTER, DRYWALL, INSULATION, ETC.) 5.STRUCTURAL MEMBERS SHALL NOT BE CUT FOR PIPES, ETC. UNLESS SPECIFICALLY NOTED OR DETAILED. CONTACT ENGINEER IF NOT SHOWN. 6.2X SOLID BLOCKING SHALL BE PLACED BETWEEN JOISTS AND/OR RAFTERS AT ALL SUPPORTS, EXCEPT WHEN LEDGERED (U.N.O.) 7.CROSS-BRIDGING SHALL BE PROVIDED AT 8'-0" O.C. MAX. FOR ALL 2X FLOOR JOISTS OVER 10" IN DEPTH AND ALL 2X ROOF RAFTERS OVER 10" DEPTH. USE SOLID BLOCKING OR AN APPROVED METAL TYPE BRIDGING. 8.ALL STRUCTURAL PLYWOOD SHALL BE A.P.A. RATED SHEATHING (OR OSB) EXPOSURE 1 OR EXTERIOR UNLESS NOTED OTHERWISE AND CONFORM TO DOC PS1 OR PS2. EACH SHEET SHALL BE IDENTIFIED BY GRADE MARK OF D.F.P.A OR A.P.A. 9.ALL BOLTS BEARING ON WOOD SHALL HAVE STANDARD CUT WASHERS UNDER HEAD AND NUT UNLESS NOTED OTHERWISE. 10.ALL METAL ANCHORS, FASTENERS AND CONNECTORS ETC. SHALL BE FROM "SIMPSON STRONG-TIE" (TM). SUBSTITUTIONS MUST BE ICC-ESR PRODUCTS AND PRE-APPROVED IN WRITING BY ENGINEER (DONG ENG.). 11.ALL STRUCTURAL LUMBER SHALL BE DOUGLAS FIR-LARCH (OR BTR.), 19% MAX. MOISTURE CONTENT, OF THE FOLLOWING GRADES, U.N.O.: 2X4 STUDS (UP TO 10')..................... "STANDARD" OR BETTER 2X4 STUDS (OVER 10')......................NO.2 OR BETTER 2X PLATES & 3X PLATES.................. "CONSTRUCTION GRADE" OR BETTER 2X6 STUDS......................................... NO.2 2X JOIST............................................. NO.2 BEAMS AND STRINGERS 4X10 AND SMALLER.......................... NO.2 4X12 AND LARGER........................... NO.1 6X AND 8X........................................... NO.1 4x POST/TIMBERS AND LARGER .... NO.1 ROOF PLANKING AND DECKING...... COM.DEX. BOARD SHTG. AND STRIPPING........ SUITABLE FOR INTENDED USE. 32.TOP PLATE BREAKS AND SPLICES SHALL OCCUR OVER A STUD OR POST. 33.PROVIDE SOLID BLOCKING BETWEEN PERPENDICULAR JOIST AT BEARING AND AT SHEAR WALLS. 34.ALL EXPOSED BEAMS AND HEAVY TIMBER RECOMMENDED TO BE FREE OF HEART CENTER (FOHC). 35.ALL ISOLATED POSTS AND BEAMS TO HAVE SIMPSON ABU's, PB's AND/ OR BC's MINIMUM, UNLESS NOTED OTHERWISE. 36.ALL SIMPSON HDU, HTT, HDQ, HHDQ, AND CB HOLDOWNS TO BE FASTENED TO 4x4 POST MIN., U.N.O. 37. ALL EXTERIOR WALLS AND INTERIOR BEARING WALLS ARE TO BE SECURED WITH MIN. 5/8" DIA. x 12" ANCHOR BOLTS AT 72 in. O.C., U.N.O. MIN. (2) BOLTS PER PIECE WITH (1) BOLT LOCATED NOT MORE THAT 12" OR LESS THAN 7 BOLT DIA. FROM EACH END AND/OR SPLICE OF THE PIECE. 38.ALL INTERIOR NON-SHEAR WALLS TO BE SECURED WITH ICC-ESR APPROVED SHOT PINS WITH CADMIUM WASHERS AT 32" O.C. PER MANUF. SPECS., U.N.O. PROVIDE ANCHOR 6" FROM ALL CORNERS AND SPLICES. 39.ALL CONVENTIONAL FRAME PORTIONS OF STRUCTURE ARE TO BE CONSTRUCTED PER CRC. 40.ALL SHOP DRAWINGS ARE TO BE REVIEWED BY THE GENERAL CONTRACTOR AND THE ARCHITECT PRIOR TO SUBMITTAL FOR ENGINEER ( DONG ENG. ) REVIEW. 41.PROVIDE MIN. 2X6 RAFTERS AT 24" O.C. WITH MAX. SPAN OF 6'-0"± BRACED TO FRAMING BELOW AT OVERSTACK ("CALIFORNIA") FRAMING. 42.PROVIDE DOUBLE 2X SOLE PLATES WITH PROGRESSIVE SOLE PLATE NAILING AS SPECIFIED ON THE PLANS AT BOTH PLATES WHERE 1 1/2" LIGHT WEIGHT CONCRETE IS USED AT THE FLOOR. 43.WHERE BOTH TOP PLATES ARE BROKEN, SPLICE WITH ST6224 MIN. U.N.O. 44.COMMON NAILS SHALL BE USED FOR ALL SHEATHING AND TOP PLATE SPLICES. BOX NAILS MAY BE USED AT SOLE PLATE NAILING. ALL HARDWARE SHALL BE INSTALLED WITH NAILS PER THE MANUFACTURERS SPECIFICATIONS AND RECOMMENDATIONS. 45.ALL HEADERS SHALL BE FRAMED WITH A MINIMUM OF (1) 2X4 TRIMMER AND (1) 2X4 KING STUD AT EACH END, U.N.O. 46.AT ANY SOLE PLATES OR TOP PLATES CUT FOR PIPES, PROVIDE A .058" THICK (16 1 GA.) AND 1 " WIDE PLATE ACROSS EACH SIDE OF OPENING WITH NOT LESS THAN (6) 2 16d NAILS. 47.PROVIDE SOIL BLOCKING AT SOFFIT CEILINGS. 48.SHEAR SHALL BE CONTINUOUS FROM BOTTOM PLATES TO TOP PLATES., U.N.O. 49.STAIR STRINGER SHALL BE 2x12 DF#1 AT MAX. 16" O.C., U.N.O. 50.A SINGLE TOP PLATE IS PERMITTED PROVIDED THE PLATE IS ADEQUATELY TIED AT JOINTS, CORNERS AND INTERSECTING WALLS BY AT LEAST THE EQUIVALENT OF 3 IN, X 6 IN. X .036 IN. THICK GALVANIZED STEEL PLATE THAT IS NAILED TO EACH WALL OR SEGMENT OF WALL BY (6) 8d NAILS OR EQUIVALENT. 51.FASTENERS IN CONTACT WITH PRESSURE TREATED OR PRESERVATIVE TREATED LUMBER SHALL BE HOT DIPPED ZINC COATED GALVANIZED STEEL, STAINLESS STEEL, SILICON BRONZE OR COPPER. EXCEPTION: PLAIN CARBON STEEL FASTENERS IN SBX/DOT AND ZINC BORATE PRESERVATIVE-TREATED WOOD IN AN INTERIOR, DRY ENVIRONMENT SHALL BE PERMITTED. 1.ALL SITE PREPARATION, EXCAVATION AND COMPACTION SHALL BE DONE UNDER THE SUPERVISION OF THE SOIL ENGINEER. 2.SEPARATE PERMITS SHALL BE OBTAINED FOR ALL FENCES, PLANTERS AND WALLS, AS REQUIRED. 3.PROVIDE NON-EXPANSIVE FILL AS REQUIRED TO LEVEL PAD. 4.SURFACE WATER WILL DRAIN AWAY FROM BUILDING. DRAINAGE SHALL BE 2% (MIN.) FROM BUILDING TO SWALE LINE. SWALE SHALL DRAIN AT 1% (MIN.) FROM REAR OF BUILDING TO STREET. 5.THERE SHALL BE NO UTILITY TRENCH NEAR THE BUILDING FOUNDATION WHICH EXTEND DEEPER THAN A 45 DEGREE LINE PROJECTED DOWN AND AWAY FROM THE BOTTOM OUTSIDE CORNER OF ANY FOOTING. 6.SLAB SUBGRADE REQUIREMENTS ARE NOT WITHIN THE SCOPE OF WORK AND/OR LIABILITY OF ENGINEER ( DONG ENG. ). THE SUBGRADE CONFIGURATION SHOWN IN DETAIL 1/SD1 OR THE POST-TENSION DETAILS REFLECT THE GENERAL RECOMMENDATIONS OF THE SOILS ENGINEER, AND/OR THE SITE CONDITIONS. IT IS THE RESPONSIBILITY OF THE OWNER TO REVIEW THE SLAB SUBGRADE CONFIGURATION WITH THE SOILS ENGINEER, AND CONCRETE/FLOORING CONTRACTORS, FOR ADEQUATE MOISTURE PROTECTION. PLEASE REFER TO THE SOILS REPORT FOR ADDITIONAL RECOMMENDATIONS. THE SUBGRADE MOISTURE/VAPOR RETARADER SHALL MEET THE CONFORMANCE OF ASTM E1745 CLASS A or B MATERIAL. 7.ALL HOLDOWN ANCHORS, POST BASES AND HOLDOWN BOLTS SHALL BE TIED INTO PLACE PRIOR TO FOUNDATION INSPECTION. 8.PLACE 20'-0" REBAR IN FOUNDATION AT SERVICE LOCATIONS. STUB UP REBAR ABOVE THE FLOOR BY ELECTRIC SERVICE METERS. 9.FOR THE LOCATION OF CONTROL JOINTS, REFER TO THE FOUNDATION PLAN. (ZIP STRIP OR EQUAL). MINIMUM OF 20'-0" O.C. EACH WAY IS RECOMMENDED. 10.DRIVEWAY PAVING SHALL BE 4" PORTLAND CEMENT CONCRETE (5 SACKS MIN.), U.N.O. 11.FOR POST-TENSION SLAB, REFER TO APPROVED PLANS PREPARED BY OTHERS (WHEN OCCURS). 12.MINIMUM SLAB REINFORCEMENT AND PAD REQUIREMENT SHALL CONFORM TO THE SOILS ENGINEER'S RECOMMENDATIONS, U.N.O.. 1.THE DEPICTIONS OF ALL MISCELLANEOUS FABRICATED METAL PRODUCTS SHOWN HEREON ARE NOT INTENDED TO BE USED AS FABRICATION SHOP DRAWINGS. THE METAL FABRICATOR SHALL BE RESPONSIBLE FOR ALL METAL FABRICATION DESIGNS IN ACCORDANCE WITH ALL NATIONAL, STATE AND LOCAL CODES AND POLICIES AS WELL AS THE AMERICAN INSTITUTE OF STEEL CONSTRUCTION (AISC) AND ANY OTHER INDUSTRY STANDARDS. ALL METAL FABRICATION DESIGNS ARE TO BE SUBMITTED TO, AND APPROVED BY, THE LOCAL BUILDING INSPECTION DEPARTMENT RESPONSIBLE FOR THE PROJECT PRIOR TO FABRICATION. ALL DETAILS, DIMENSIONS, ETC., SHOWN HEREON ARE INTENDED TO BE SCHEMATIC AND THE DESIGN IS TO BE VERIFIED WITH ALL AFFECTED FIELD CONDITIONS. SUBCONTRACTORS AND THE REQUIREMENTS OF ALL GOVERNING AGENCIES AND FABRICATION STANDARDS. FABRICATION AND ERECTION OF STRUCTURAL STEEL SHALL BE IN ACCORDANCE WITH "SPECIFICATION FOR THE DESIGN, FABRICATION AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS", AISC, CURRENT EDITION. STEEL SHALL CONFORM TO ASTM A-992, U.N.O. 2.ALL WELDING SHALL BE PERFORMED BY CERTIFIED WELDERS, USING THE ELECTRIC SHIELDING PROCESS AND CONFORMING TO AWS D1.1 SPECIFICATIONS, E70XX ELECTRODE. 3.ALL STRUCTURAL STEEL SHALL BE FABRICATED IN THE SHOP OF A LICENSED FABRICATOR AND SHOP DRAWINGS SHALL BE SUBMITTED TO ENGINEER ( DONG ENG. ), ARCHITECT, GENERAL CONTRACTOR AND OWNER FOR APPROVAL PRIOR TO FABRICATION. AN PROPOSED DEVIATION, ADDITION OR QUESTIONS SHALL BE NOTED CONSPICUOUSLY AND CLEARLY ON THE SHOP DRAWINGS. STEEL FABRICATOR SHALL FIELD VERIFY ALL DIMENSIONS PRIOR TO ERECTION TO PROVIDE FOR A PROPER FIT. 4.ALL FIELD WELDING (EXCEPT MINOR AND TACK WELDING) SHALL BE CONTINUOUSLY INSPECTED BY AN APPROVED WELDING INSPECTOR. WELDING AT BRACED & MOMENT FRAMES SHALL HAVE WELDING FILLER METAL WITH CHARPY V-NOTCH (CVN) TOUGHNESS OF 20 ft-lb AT 70 deg (E70T-4 IS PROHIBITED). 5.USE 3/4" ROUND MACHINE BOLTS, 13/16" ROUND HOLES, FOR ALL CONNECTIONS, UNLESS OTHERWISE SHOWN. ALL BOLTS SHALL CONFORM TO ASTM A-307 FOR UNFINISHED BOLTS, EXCEPT WHERE SPECIFICALLY NOTED AS "HIGH STRENGTH" BOLTS WHICH SHALL CONFORM TO ASTM A-325 OR ASTM A-490. HI-TENSILE BOLTS SHALL BE THE FRICTION TYPE AND THERE SHALL BE NO PAINT, OIL, LACQUER, OR GALVANIZING BETWEEN THE CONTACT SURFACE. HIGH STRENGTH BOLTS REQUIRE SPECIAL INSPECTION PER CBC SECTIONS 1704 AND 1707. 6.ALL STEEL EXPOSED TO WEATHER SHALL BE HOT-DIPPED GALVANIZED AFTER FABRICATION. 7.PIPE COLUMNS SHALL CONFORM TO ASTM A-53-B (TYPE E OR S). 8.TUBE COLUMNS SHALL CONFORM TO ASTM A-501 OR A-500 GRADE B. 9.WHERE FINISH IS ATTACHED TO STRUCTURAL STEEL, PROVIDE 1/2"x3" NELSON STUDS AT 3'-0" O/C FOR ATTACHMENT OF NAILERS, U.N.O. SEE ARCHITECTURAL DRAWINGS FOR FINISHES. 10.NONDESTRUCTIVE TESTING PER 2019 CBC SECTION 1703 ON STEEL MOMENT CONNECTION BETWEEN STEEL BEAM AND STEEL COLUMN, ALL FULL PENETRATION GROOVE WELDS CONTAINED IN JOINTS AND SPLICES SHALL BE TESTED 100 PERCENT EITHER BY ULTRASONIC TESTING OR BY RADIOGRAPHY. 23/32" APA RATED STURD-I-FLOOR T&G EXP I WITH MIN. SPAN RATING OF 24" O.C. REFER TO NER 108 FOR INSTALLATION AND CONDITIONS OF USE WITH 10d COMMON NAILS AT 6" O.C. EDGES & BOUNDARIES, 12" O.C. FIELD. USE RING OR SCREW SHANK NAILS AND GLUE SHEATHING TO FRAMING USING ADHESIVES MEETING APA SPECIFICATION AFG-01 OR ASTM D3498. APPLY GLUE IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS. AS AN ALTERNATE TO 10D COMMON NAILS, THE FOLLOWING FASTNERS CAN BE USED: GRABBER PLYWOOD SCREWS (ICC-ER-5280), OR SIMPSON STRONG-TIE QUICK DRIVE SCREWS (ICC-ER-1472), MIN 2" LONG @ 6" O.C. B.S., @ 6" O.C. E.S. AND 12" O.C. F.S. 15/32" APA RATED SHEATHING EXP 1 WITH A MIN. PANEL INDEX OF 32/16. REFER TO NER 108 FOR INSTALLATION AND CONDITIONS OF USE WITH 8d COMMON NAILS AT 6" O.C. EDGES & BOUNDARIES, 12" O.C. FIELD.. NOTE: ALL STRUCTURAL RATED PANELS MUST BE STAMPED BY ONE OF THE FOLLOWING APPROVED AGENCIES, APA, PFS/TECO OR PITTSBURG. 1.ALL GLUED LAMINATED MEMBERS SHALL BE MADE OF 1-1/2" DOUGLAS-FIR LARCH (DF)LAMINATIONS, COMBINATION 24F-V4 PER AITC/APA (U.N.O.). 2.DESIGN VALUES: Fb=2400 PSI; Fv=240 PSI; E=1.8X106 PSI 3.INDUSTRIAL APPEARANCE GRADE PER APA-EWS SHALL BE USED, WITH A MOISTURECONTENT BETWEEN 7 - 14 PERCENT, UNLESS NOTED OTHERWISE. 4.FABRICATOR SHALL BE A MEMBER OF AITC AND ALL FABRICATION SHALL BE PERFORMED IN ACCORDANCE WITH AITC-A190.1 & ASTM-3737. LUMBER SHALL BE MARKED WITH AN AITC or APA-EWS GRADE STAMP INDICATING CONFORMANCE WITH ALL APPLICABLE SPECIFICATIONS AND REQUIREMENTS. 5.GLUED LAMINATED MEMBERS SHALL BE ACCOMPANIED BY A CERTIFICATE OF INSPECTION. CONTRACTOR SHALL BEAR EXPENSES OF INSPECTION AND TESTS. A CERTIFICATE OF INSPECTION SHALL BE SUBMITTED TO THE BUILDING DEPARTMENT PRIOR TO INSTALLATION. 6.ALL GLUED LAMINATED BEAMS WILL HAVE A STANDARD CAMBER BASED ON A RADIUS = 3500, UNLESS NOTED OTHERWISE. 7.PARALLAM PSL 2.0E BY I-LEVEL PER ESR-1387 & LARR-25202 f b = 2900 PSI; fv = 290 PSI; E = 2.0x106 PSI TIMBERSTRAND LSL 1.55E BY I-LEVEL PER ESR-1387 & LARR-25202 f b = 2250 PSI; fv = 310 PSI; E = 1.55x106 PSI MICROLAM LVL BY I-LEVEL PER ESR-1387 & LARR-25202 f b = 2600 PSI; fv = 285 PSI; E = 2.0x106 PSI 8.ALTERNATE ENGINEERED WOOD PRODUCTS MUST BE APPROVED IN WRITING BY ENGINEER (DONG ENGINEERING) PRIOR TO INSTALLATION. 9.PROVIDE MULTIPLE 2x4 SQUASH BLOCKS UNDER BEARING POINT LOAD (POST) (OR MSB) FROM ABOVE TO TOP PLATES BELOW AT FLOOR LEVEL. 10.I-LEVEL I-JOISTS PER ICC ESR#1533, RR#25538 LOUISIANA PACIFIC I-JOISTS PER ICC ESR#1130, RR#25176 BOISE CASCADE I-JOISTS PER ICC ESR#1336, RR#24999 ROSEBURG I-JOISTS PER ICC ESR#1251, RR#25439 11.PROVIDE DOUBLE I-JOISTS OR DOUBLE I-JOIST BLOCKS WHEN 16d SOLE PLATE NAILING (SPN) IS LESS THAN 4" O.C. AT SHEAR WALL ABOVE. 12.REFER TO I-JOIST MANUFACTURER SPECIFICATION FOR DRILLING OF HOLES THRU I-JOIST WEB. NOTCHING OF I-JOIST FLANGE IS PROHIBITED. NOTES: 1. COMMON NAILS SHALL BE USED (U.N.O.) 2. JOIST CAN BE EITHER SAWN LUMBER OR I-JOIST PER PLAN (CBC 2022 TABLE 2304.10.2) UNIT DECK LL = UNIT DECK DL = 20.5 PSF 60 PSF COMM. AREA LL = COMM. AREA DL = 20.5 PSF 100 PSF RESTRICTIVE NOTICE DATE REVISIONS SHEET DESCRIPTION PROJECT OWNER PROJECT ADDRESS STAMP NO: REVISIONS DATE SIGNED: 4/9/25 THESE DESIGNS, DRAWINGS, AND SPECIFICATIONS ARE THE EXCLUSIVE PROPERTY OF DONG ENGINEERING. THESE DRAWINGS CANNOT BE COPIED, TRANSFERRED, OR REPRODUCED NOR CAN ANY OTHER STRUCTURES BE BUILT FROM THEM WITHOUT WRITTEN CONSENT. SHEET DE#: TEL- 714-617-5979 GARDEN GROVE, CA 92841 7661 GARDEN GROVE BLVD., DONG ENGINEERING, INC. INFO@DONGENGINEERING.COM 240022 22 U N I T S R E S I D E N C E 32 2 N . H A R B O R B L V D , S A N T A A N A C A 9 2 7 0 3 30 , 5 8 2 S F G R O S S B U I L D I N G A R E A S.0 GENERAL NOTES GENERAL REQUIREMENTS SHOP DRAWINGS Sufficient copies of shop drawings for any member or product designed by entity other than Gouvis Engineering Consulting Group shall be submitted to Gouvis Engineering Consulting Group prior to fabrication for review. 27. Review of shop drawing by Gouvis Engineering Consulting Group does not relieve the engineer responsible for the design or the contractor from compliance with Building Code. 28. Gouvis Engineering Consulting Group review of the shop drawing consists of checking general conformance with structural drawings. Design accuracy of such product, dimensions and quantity of the product is not reviewed by Gouvis Engineering Consulting Group. 29. Wood truss manufacturer shall supply to the engineer and the building de- partment calculations and shop drawings for approval of design loads, configuration (2 or 3 point bearing), and shear transfer, prior to fabrication. It shall be the responsibility of the manufacturer to obtain building depart- ment approval of calculations and shop drawings prior to fabrication. 30. Trusses shall be designed in accordance with the latest local Building Code for all loads imposed, including lateral loads and mechanical equip. loads. 31. All connections involving trusses shall be ICC approved and of adequate strength to resist stresses due to the loadings involved and shall be designed and specified by the truss manufacturer. 32. Total load and live load deflections shall be limited to max. L/240, and L/360 u.n.o.33. Cross bridging and/or bracing shall be provided and detailed by truss manufacturer as required to adequately brace all trusses. 34. Truss manufacturer to provide details which allow for normal deflection without imposing lateral loads on their supports (i.e., scissors trusses). 36. All trusses designed by truss manufacturer shall be designed to sustain all vertical, lateral and other pertinent loads, including bracing of top and bottom chords, in addition to any connections related to trusses. Contra- ctor to coordinate with truss manufacturer. 37. All truss lumber shall be Douglas Fir Larch (u.n.o.).38. Each truss shall be legibly branded, marked or otherwise have permanently affixed thereto the following information located within two feet of the center of span on the face of the bottom chord: a. Identity of the company manufacturing the truss. b. The design load. c. The spacing of the trusses. CEILING JOISTS 39. Use this span table for ceiling joists given the following conditions, unless noted otherwise on plan. a. dead load = 6.0 psf b. live load = 10.0 psf c. total deflection = L/240 d. with ceiling drywall e. use #2 Douglas Fir Larch SIZE 2x4 2x6 2x8 12" 16" 10'-6" 9'-7" 16'-7" 15'-1" 21'-11" 19'-11" STRUCTURAL STEEL 1. GENERAL All structural steel materials and construction shall conform to the require- ments specified in Building Code, Chapter 22 & Reference. MATERIALS 2. 3. Steel shall be primed with a rust resistance primer & should conform to ASTM A36 (fy=36 ksi) as a minimum, unless otherwise noted. All W shapes to be ASTM A992. (fy=50 ksi) 4. Steel pipe shall conform to ASTM A53, Grade B (Fy=35 ksi). 5. Structural tubing shall conform, to ASTM A500, Grade B (Fy=46 KSI). All structural welding procedures and materials shall conform to Building Code, Section 2205.10. All welding shall be by the shield metal arc welding process or the submerged arc welding process using E7OXX-low hydrogen Contractor shall submit shop drawings of reinforcement for concrete Truss manufacturer is responsible for: a. providing additional shear and drag trusses as shown on the framing plans. 35. b. reviewing framing plans and structural details prior to fabrication of trusses and specifying hangers. c. meet the profile as indicated in the drawings. d. design trusses for deflection compatibility of the truss system to avoid hump and/or sag in roof or ceiling. MAX. SPANSPACING 16" 12" 16" 12" electrodes, unless otherwise noted. 40. masonry walls, concrete components with compressive strength more than 2500 psi and structural steel to Gouvis Engineering Consulting Group to review and obtain approval prior to fabrication. Shop Drawings shall be original drawings prepared for the project specific information, drawn accurately to scale. Direct copies and modified reproductions of the Contract Documents will not be accepted. Allow sufficient time from the receipt of complete submittal for review and processed by Gouvis Engineering Consulting Group. All bolts for connections of steel members shall conform to Building Code, Section 2205.11 & ASTM A325N, unless otherwise noted. Holes for bolts should be drilled or punched & shall be 1/16" larger than bolt diameter. WELDS Tolerances, or the acceptable range of values, applicable to the various pertinent information specific to the weld to be made. - For groove welds, the joint configuration and tolerances, and other When welds from web doubler plates or continuity plates occur in the 'k-area' of rolled steel columns, the 'k-area' adjacent to the welds shall be inspected after fabrication by using approved nondestructive methods - Maximum preheat and interpass temperatures (if applicable), - Electrical stick-out or contact tube-to-work distance (wire fed), - Welding electrode, flux, and shielding gas classifications, Based upon application, the WPS shall specify, as a minimum, the following data sheets shall describe the product, limitations of use, recommended welding parameters, and storage and exposure requirements, including Welding Procedure Specifications (WPSs) shall be categorized by and also be submitted with the WPS. The contractor shall also submit the manufacturer's product data sheets for all welding material to be used. The per AWS D1.1, the Supporting Procedure Qualification Record (PQR) shall Quality Certification Program and approved by the Building Official. a. The root pass should not exceed a 1/4" in layer thickness. For the welding of the bottom flange to the column flange, follow steps a For SMAW and flux cored arc welding (FCAW), the maximum permitted type and shall be subject to the requirements of AWS D1.1 Section 5.3.2 Metal-Arc Welding (SMAW) electrodes shall be of the low hydrogen column flange shall be made per the AWS D1.1 Table 3.7. All Shielded Complete joint penetration groove welds between the beam flange and be used by contractor on the project. For WPSs that are not pre qualified The contractor shall submit all Welding Procedure Specifications (WPSs) to All filler (weld) metal shall have minimum CVN of 20 ft-lbs @ -20° F and All NDT inspector shall be qualified as an ASNT Level II certified technician. inspector shall continuously inspect all structural field welding. Both shall be All field welding must be performed by a certified welder and a special All shop welding and fabrication must be done in a shop certified by AISC b. The first half length root should be made with one of the following terminated on a weld tab / run off tab. Tabs shall extend the joint, no end dams. end of the joint (outboard beam flange edge), and the weld should be operations. After the arc is initiated, travel should progress toward the width since this will limit access to the start of the weld during post-weld It is not desirable to initiate the arc in the exact center of the girder point of the weld before the second half-length of the root pass is applied. to allow adequate access for clearing and inspection of the initiation hole, approximately 1" beyond the opposite side of the girder web. This is is used, the welder should extend the electrode through the weld access The root pass may be initiated near the center of the joint. If this approach - Technique (stringer or weave bead), welding parameters shall also be noted in the WPS. - Shielding gas flow rate, electrode diameter shall be per the above table 3.7. techniques, at the option of the contractor. step 1. 13. through g below: 12. - Number and placement of passes, - Minimum preheat and interpass temperatures, - Voltage (except for shielded metal arc welding), - Electrode diameter, - Current (amperage) or wire feed speed, items, as applicable for the welding process: - Steel specifications and grades to be welded, - Thickness range of material to be joined, - Type of weld (groove, fillet, plug, slot), - Size of weld, and - Position of welding. - Power supply (constant current or constant voltage), baking and rebaking, if applicable. specify the following items: - Travel speed, - Type of joint, conforming to AWS-D1.1. approved by the Building Official. 40 ft-lbs @ 70° F. 11. 10. 9. 8. 7. 6. CONCRETE MASONRY GENERAL REQUIREMENTS Bolting Inspection, Section 6.9 - Shear Stud Welding Inspection and functions required in FEMA 353 Sections 6.6 - Welding Inspection, Section 6.7 - Nondestructive Testing of Welded Joints, Section 6.8 - equipment and services necessary to perform the Quality Assurance The Quality Assurance Agency shall provide the management, personnel, - QA Agency's Quality Control Plan for the monitoring and control of the - Qualification, records for Inspector and NDT technicians designated for - QA Agency's NDT procedures, equipment calibration records, and - QA Agency's Written Practice, as defined in FEMA 353 Section 6.2.1, - Qualification of QA Agency's management and QA personnel designated The Quality Assurance Agency (as owner's representative) shall submit the - Contractor's Nondestructive Test (NDT) procedures and NDT personnel - Designation and qualifications of personnel responsible for supervision of - Designation and qualifications of project QC personnel, The contractor shall submit the contractor's written Quality Control Plan, including any required modifications to satisfy the requirements for the project, and the Quality Assurance Plan. The contractor's QCP should, as a Quality control includes those functions to be performed by the contractor to ensure that the material and workmanship of structural steel construction meet the project specifications, applicable standards (Building Code, c. The half length root pass should be thoroughly slagged and cleaned. d. The end of the half length root pass that is near the center of the beam flange should be visually inspected to ensure fusion, soundness, freedom from slag inclusions and excessive porosity. The resulting bead profile should be suitable for obtaining fusion by the subsequent pass to be initiated on the opposite side of the girder web. If the profile is not conductive to good fusion, the start of the first root pass should be ground, gouged, chipped or otherwise prepared to ensure adequate beam flange, and travel should progress to the outboard end of the at the end of the half length root pass that is near the center of the before any other weld passes are performed. The arc should be initiated e. The second half of the weld joint should have the root pass applied f. Each weld layer should be completed on both sides of the joint before a g. Weld run-off tabs should be removed and ground flush to the beam contractor submits in writing an alternate sequence that is approved by Deviation from the preceding procedures may be made, provided the not advisable to leave the weld crater directly in the center of the beam the welder should stop weld approximately 1" before the beam web. It is toward the center of the girder flange width. When this approach is used, The weld may be initiated on the weld run-off tab, with travel progressing - Contractor's written QC and procedures manual, Agency's operations. personnel training records, and - Contractor's written weld repair procedures, and the project, Section 6.10 Special Inspection. 17. QUALITY ASSURANCE following items: 16. for the project, training records. minimum, include the following: AWS D1.1,FEMA 350, 353), and the Quality Assurance Plan. new layer is deposited. the Engineer and Building Official prior to fabrication. 14. 15. the work, QUALITY CONTROL joint, terminating on the weld tab. flange width since this will hinder post-weld operations. step 2. fusion. flange. CONCRETE MASONRY 1. GENERAL All concrete masonry materials and construction shall be in accordance with Building Code, Chapter 21. 2. MATERIALS All materials making up finished concrete masonry construction shall conform to standards required by Building Code Sec. 2102. 3.Mortar shall be type M or S as applicable and shall be proportioned per Building Code, Table 21-A and in conformance with ASTM C270, mortar for unit masonry. 4.Grout shall have ingredients proportioned per Building Code , Table No. 21-B and in conformance with ASTM C476 grout for masonry and shall attain a minimum compression strength at 28 days of 2000 psi or the required compression strength of the concrete masonry units, whichever is greater. Grade N concrete bricks are for use as architectural veneer and facing limits in exterior walls. Grade S concrete bricks are for general use where moderate strength and resistance to frost action and moisture penetration is required. STRENGTH 6. The specified compressive strength of masonry, f'm, shall be 1500 psi, unless noted otherwise. If higher f'm is noted, it shall be verified by prism tests as required in Building Code, section 2105. SPECIAL INSPECTION For concrete masonry construction which is noted as requiring special ins- pection per drawings, such inspection shall be carried out in accordance with Building Code Section 1701.5. Concrete masonry construction which require special inspection also is required to have masonry prism testing prior to and during construction as described in Building Code, Section 2105. 7. 5. 8. 9. Concrete masonry units for load bearing systems may be concrete brick as specified by ASTM C55, Specifications for Concrete Building Brick, or ASTM C-90 standard specification for load bearing concrete unit. 11.1.1 Related work specified elsewhere. complete and proper installation. indicated on the drawings, as specified herein, and as needed for a 11.1 Scope of work: Provide metal studs and/or joists and accessories as LIGHT GAUGE COLD FORMED STEEL accordance with ASTM B 633.11.4 MATERIALS the specified requirements and the methods needed for proper 11.2.1 Inspection and Quality Control experienced in the necessary crafts and who are completely familiar with E. Use adequate numbers of skilled workmen who are thoroughly trained and contractor. D. Inspection by owner's testing agency is not intended to be comprehensive periodic on-site review of fabrication and installation in accordance C. Steel framing manufacturer shall provide a qualified representative for weldments and welding procedures in accordance with A.W.S. standards. the maintenance of a quality control program including spot checking B. As required by the building official, owner's testing agency may inspect A. Contractor shall provide effective full time quality control over all or complete. Full responsibility for quality control shall remain with performance of the work of this section. with manufacturers recommendations. fabrication and erection activities. QUALITY ASSURANCE or pre-approved equivalent members. All screws shall be manufactured and size as shown on the plans, manufactured by SSMA (ICBO ER-4943P) 11.4.3 All welding rods are to conform to the following: 11.4.2 All light gage base material shall have the thickness as indicated below: All welding to be performed by certified light gage welders. All welds For welding 16 gage and heavier members - E70XX For welding 18 gage and lighter members - E60XX 18 Gage - 0.0428" 16 Gage - 0.0538" 22 Gage - 0.0269" 14 Gage - 0.0677" 20 Gage - 0.0329" 11.3.1 All framing members shall be manufactured and supplied of the same type 11.3 MANUFACTURERS A. ASTM A 653: Grades 33, 37, 40 and 50 (Classes 1 and 3). structural quality sheet steel complying with the requirements of one of Structural steel framing members shall be cold-formed to shape from B. ASTM A 792: Grades 33, 37, 40 and 50A. C. ASTM A 875: Grades 33, 37, 40 and 50 (Classes 1 and 3). 11.4.1 Corrosion protection Structural steel framing shall have a metallic coating complying with one of the following: B. A minimum of AZ 50 in accordance with ASTM A 792. A. A minimum of G 60 in accordance with ASTM A 653. C. A minimum of Gf 60 in accordance with ASTM A 875. the following (u.n.o): 11.4.4 Substitutions Any substitutions must be pre-approved in writing by the engineer of shall be covered with the compatible paint for painted member. shall be touched-up with a zinc-rich paint for galvanized materials or record. 11.2 11.0 11.5.4 Axially Loaded Studs 11.5.3 Provide insulation equal to that specified elsewhere in all double jamb studs 11.5.2 All framing components shall be cut squarely for attachment to 11.5.1 Framing components may be preassembled into panels prior to erecting. 11.5 SHOP FABRICATION B. Splices in axially loaded studs is not permitted. A. Studs shall not have more them 1/16" gap against inside track web & double header members which will not be accessible to the insulation contractor. members. Members shall be held positively in place until properly perpendicular members, or as required for an angular fit against abutting Prefabricated panels shall be square, with components attached in a manner as to prevent racking. 11.4.5 All 16 GA. (54 mil) and thicker material shall have minimum 50 ksi yield strength. All 18 GA. (33 mil) and thinner material shall have minimum 33 ksi yield strength. prior to stud and track attachment. fastened. LARR# 25509 and conform to SAE J78 and shall have a Type II coating in by Grabber screws by John Wagner Associtates Inc with ICBO # 5280, Notify the structural engineer 48 hours minimum prior to all pours. Provide 3/4" chamfer on all exposed concrete corners. Grind corners to 11. 10. minimum value, if not provided in forms. * shotcrete wall may be used as an alternative. * footings Walls Columns Suspended slabs 4000 psi 4000 psi 4000 psi 4"- 4" 4" - - Concrete use and spread Continuous Grade slab Strength at 4000 psi 4000 psi 28 days u.N.O. 4" 4" Slump - Air - Hardrock Hardrock Hardrock1" 3/4" 3/4" type Aggregate Hardrock Hardrock Aggregate 1" 1" size the engineer. stripped after 2 days and then covered with burlap which shall be kept wet Forms for concrete walls shall be left in place for 5 days or they may be Concrete slabs shall be cured by keeping continuously wet for 3 days. securely tied in place prior to pouring concrete. Concrete blocks only shall prepared by contractor & approved by the engineer prior to pouring to verify that reinforcing steel is securely supported in place during the Placing of all concrete shall be inspected by the job inspector. Inspector Anchor bolts for holdowns, dowels, reinforcing steel, inserts, etc., shall be concrete in conformance with Building Code requirements and applicable be used to support reinforcing off grade. Location of construction joints or pour joints shall be as shown on plans or and be approved by the structural engineer. conform to the Building Code standard & other applicable specifications for an additional 3 days. Curing compounds may be used if approved by Concrete normal weight (150 pcf) u.N.O.. Concrete design mixes shall 9. 8. pour. Contractor to provide necessary measures to protect reinf. and 7. 6. 5. - all structural concrete shall have a minimum compressive strength of 3000 psi, unless noted otherwise. and for 4000 psi concrete to grade C of code standards. Fine and coarse aggregate shall conform to ASTM C-33 & code standards. All cement shall conform at ASTM C-150, type I or II. Cement used for CONCRETE AND REINFORCEMENT foundation in soil with high sulfate content shall be type V. f'c = 4500 PSI. Concrete shall have the following minimum 28 day strength: Aggregate gradation for 3000 psi concrete shall conform to Grade B 3. 4. 2. 1. tendons during placement of concrete. Use tremy for placement of concrete. Use of bucket or dropping is not allowed to avoid segregation. standards. 0.5 0.5 0.5 Cement Ratio Max Water/ 0.55 0.55 either concrete or masonry. Slabs on grade 1-1/2"1/4 inch ASTM A615 as follows: All reinforcing steel shall be new stock deformed bars conforming to No. 5 and smaller bars Structural slabs & walls Not exposed to weather or in (primary reinforcement, ties, stirrups & spirals) No. 6 and larger bars Cast against and permanently Exposed to earth or weather: Minimum rebar cover for prestressed concrete shall be per table: #4 & larger bars........................................Grade 60 #3 & smaller bars......................................Grade 40 exposed to earth: Roof slab Beams and columns contact with the ground: REBAR GRADES Exposure condition 20. 3/8 inch3" 1-1/2" 1" 1" 1-1/2" 2" 1/8 inch 1/4 inch 1/8 inch 1/4 inch 1/4 inch ToleranceCover (-) bar diameters, but not less than 18 in. and the splices in adjacent bars no request for extra cost will be considered. there will be additional concrete required, which is to be anticipated, and concrete has been placed to produce a level concrete surface. Also, placed on it. This will result in the need to adjust the screeds after the All concrete shall be vibrated in place during placing of concrete. Use TEMPERATURE AND SHRINKAGE REINFORCEMENT shall obtain the engineer's approval of construction joint location in slabs, roughness to expose clean, solidly embedded aggregate. The contractor beams and walls. CONSTRUCTION JOINTS Drypack shall be non-shrink high strength rapid set grout Approved by The structural steel and steel form will deflect while concrete is being E.O.R. with 28 days compressive strength exceeds its supporting materials, shall be not less than five (5) feet apart. Wet set: reinforcement may not be wet set in concrete pour. No stakes, steel or wood, shall be permitted in any concrete pour. 19. 18. 17. 16. 15. 13. 14. Construction joints shall have entire surface removed to min. of 1/4" Temperature and shrinkage reinforcement shall have a lap of thirty (30) Minimum concrete cover for reinforcement shall be 1 1/2" U.N.O. Per note 21.12. All lap splices shall be stagg to min. lap distance. No more than 50% lap is allowed at any given section. smaller vibrator for congested areas. The top surface of walls & columns shall be roughened to min. 1/4" to expose clean & solidly bonded aggregate. Top cream shall be completely chipped off and removed to expose aggregate. cracks. Contractor shall consider up to 3% of overall concrete fee for repair of25. Provide control joint for slab-on-grade per typical detail at every 15'-0" max. each way, U.N.O. 22. REBAR COVER 23. 24. 26. Refer to Table 1904.2.2 (1) of Building Code for special exposure condition as required by soils engineer & see corrosion engineer recommendations for concrete exposed to corrosion. 21. FOR USE IN CONCRETE: Epoxy embedment of rebar and anchor bolts A - Engineer of record must approve all locations where epoxy is to be approved by the structural engineer prior to its use. B - Epoxy: must be SIMPSON SET 3G injection adhesive anchor or to be design strength or has been allowed to cure for a minimum of 14 days C - The concrete, where the reinforcing is to be attached, must be at its prior to installation. manufacturers instructions. D - The installation of epoxy anchors must follow the procedures set in the Items stages: Foundation STRUCTURAL OBSERVATION Structural system Retaining/shear walls Elevated slab Wall anchorage on elevated deck specified by Section 1702 of the code requirements. Structural observer shall be a California Licensed civil/structural engineer. representative, special inspector, contractor and the building official as Observed deficiencies shall be reported in writing to the owner's structural observation as defined in Section 1702 of the Building Code. engineer or architect responsible for the structural design, to perform structural design, or another engineer or architect designated by the The owner shall employ the engineer or architect responsible for the Building official may require other items to have structural observation. Structural observation shall be provided during the following construction Size and rebar Size and rebar Size and rebar Location & detail 2. 1. serviceability and strength requirements. It is emphasized that although The cracks formed are normally cosmetic. The slab maintains its beams/slabs are tied. restraining effects of vertical and other structural elements to which the cracks. The cracks are due to inherent shrinkage of concrete, creep and matter, reinforced concrete as well as post-tensioned concrete develop Under normal conditions, and for conventional buildings such as the subject SPECIAL NOTES TO OWNER 3. 4. persist. construction, beyond which movements due to variations in temperature will to creep and shrinkage may be noticeable up to two years after The objective of the joints provided is to allow movement. Movements due pressure epoxied. floor system. Cracks which are wider than 0.01 Inch may need to be Most such cracks develop over the first three years of the life of the system and its supports and thereby achieve complete Inhibition of all cracks. cracks, it is not Practical to provide total articulation between the floor special effort is made to reduce the potential causes and number of such fourth (4) bar thereafter. by 20 % and proof test the first eight (8) bars (bolts,anchors), then every - Increase embedment depths noted for 3,000 p.s.i. concrete shown above FOR USE IN FULLY GROUTED MASONRY CONSTRUCTION - Follow steps A-G noted above for embedment onto concrete. specifications. All values noted above are subject to change dependent on the material All values must be confirmed with the structural engineer prior to use. 5,000 psi4,000 psi3,000 psi the first three (3) bars (bolts,anchors), Then every fifth (5) bar G - Unless otherwise noted in writing by the structural engineer, proof test thereafter as per the following schedule: of the drilled hole prior to installation. F - Special inspection must be provided to verify the depth and cleanliness or be used to support fire-resistive construction. E - The epoxy anchors cannot be used to resist vibratory or shock loading 6 1/2"6 1/2" 17" 15" 13" 11" 9" 21" 19" 17" 15" 12" 8"5,000#4 18,00017"#9 13,00015"#8 11,00013"#7 10,00011"#6 (lbs) Load test Reinforcing bar Grade 60 Concrete strength Embedment depth/ 8,0009"#5 Wood framing Wood diaphragms shear walls, beams, headers, joists 27. used. Items stages: Foundation STRUCTURAL OBSERVATION Structural system Retaining/shear walls Elevated slab Wall anchorage on elevated deck specified by Section 1702 of the code requirements. Structural observer shall be a California Licensed civil/structural engineer. representative, special inspector, contractor and the building official as Observed deficiencies shall be reported in writing to the owner's structural observation as defined in Section 1702 of the Building Code. engineer or architect responsible for the structural design, to perform structural design, or another engineer or architect designated by the The owner shall employ the engineer or architect responsible for the Building official may require other items to have structural observation. Structural observation shall be provided during the following construction Size and rebar Size and rebar Size and rebar Location & detail Wood framing Wood diaphragms shear walls, beams, headers, joists A - When no. 5 or smaller bars are used, there shall be a minimum clearance method with at least 2 inches clearance between bars. For reinforcement C - Lap splices in reinforcing bars shall be by the non-contact lap splice parallel bars equal to six diameters of the bars used. remaining curtain Shall have a minimum spacing of six bar diameters. shall have a minimum spacing equal to 12 bar diameters and the B - When two curtains of steel are provided, the curtain nearest the nozzle than no. 5 are permitted, there shall be a minimum clearance between between parallel reinforcement bars of 2 1/2 inches. When bars larger larger than #5, a preconstruction Tests per 1924.5 is required. Building Code Section 1924 via preconstruction building official approval Construction shall conform to the provisions of the Building Code and standards referenced therein. Exceptions to the requirements in this section may be taken as permitted by A - Coarse aggregate, if used, shall not exceed 3/4". B - The maximum size of reinforcement shall be no. 5 Bars. PLACEMENT OF REINFORCEMENT4. 3. 2. 1. MATERIALS EXCEPTIONS BUILDING CODE SHOTCRETE and/or testing. construcion of structural members. B - Visual inspections of in-place shotcrete shall be performed using a minimum of three 3" cores as per code section 1924.11.2. sections 1924.9 & 1924.10. D - Any damaged shotcrete, including undamaged adjacent sections shall be removed while still plastic. E - Curing and strength tests shall be performed as per Building Code official as per Building Code section 1924.5. A - Preconstruction tests shall be performed at the request of the building shotcrete and shall not be used as aggregate. B - Rebound and loose aggregate shall be removed prior to placement of C - Unfinished work shall not be allowed to stand for more than 30 min. A - Special inspectors shall provide continuous inspection during INSPECTIONS6. PLACEMENT OF SHOTCRETE5. DEFERRED APPROVAL: this work permit. Elements of structure that are marked "by others" shall be excluded from General contractor shall first submitt separate drawings for the above elements to the EOR for their review and if approved, then submit to the building officials for their review and approval. City approval shall be obtained prior to installation of element subjected to deferred approval. 2. 3. 1. SEE SHEET S0.2 FOR CONTINUATION RESTRICTIVE NOTICE DATE REVISIONS SHEET DESCRIPTION PROJECT OWNER PROJECT ADDRESS STAMP NO: REVISIONS DATE SIGNED: 4/8/25 THESE DESIGNS, DRAWINGS, AND SPECIFICATIONS ARE THE EXCLUSIVE PROPERTY OF DONG ENGINEERING. THESE DRAWINGS CANNOT BE COPIED, TRANSFERRED, OR REPRODUCED NOR CAN ANY OTHER STRUCTURES BE BUILT FROM THEM WITHOUT WRITTEN CONSENT. SHEET DE#: TEL- 714-617-5979 GARDEN GROVE, CA 92841 7661 GARDEN GROVE BLVD., DONG ENGINEERING, INC. INFO@DONGENGINEERING.COM 240022 22 U N I T S R E S I D E N C E 32 2 N . H A R B O R B L V D , S A N T A A N A C A 9 2 7 0 3 30 , 5 8 2 S F G R O S S B U I L D I N G A R E A S0.1 GENERAL REQUIREMENTS SPECIAL INSPECTIONS VERIFICATION & INSPECTION 1. Welding procedure specifications (WPSs) available. 4. Welder identification system. a. Joint preparation. 6. Configuration and finish of access holes. SPECIAL INSPECTION TABLE FOR STEEL STRUCTURES FOR THE CONSTRUCTION OF STEEL ELEMENTS OF BUILDING & STRUCTURES, ITEMS OF SPECIAL INSPECTION & VERIFICATIONS BY A SPECIAL INSPECTOR ARE REQUIRED & SUMMARIZED IN THE FOLLING TABLE: Quality Assurance Reference Standard b. Dimensions (alignment, root opening, root face, bevel). a. Dimensions (alignment, gaps at root). c. Cleanliness (condition of steel surfaces).AISC 360-10 TABLE N5.4-1 2. Manufacture certifications for welding consumables available. 3. Material identification ( type / grade). 5. Fit-up groove welds ( including joint geometry). d. Tacking (tack weld quality and location). e. Backing type and fit (if applicable). 7. Fit-up of fillet welds. b. Cleanliness (condition of steel surfaces). 8. Check welding equipment. Performed Observed - 1. Use of qualified welders. 4. Environmental conditions. a. Wind speed within limits. b. Precipitation and temperature. g. Proper position (F, V, H, OH ). a. Settings on welding equipment. AISC 360-10 TABLE N5.4-2 2. Control and handling of welding consumables. 3. No welding over cracked tack welds. b. Travel speed. c. Selected welding materials. 6. Welding techniques. 5. WPS followed: d. Shielding gas type/ flow rate. e. Preheat applied. f. Interpass temperature maintained (min./ max.). a. Interpass and final cleaning. b. Each pass within profile limitations. c. Each pass meets quality requirements. 1. Welds cleaned. b. Weld/ base-metal fusion. c. Crater cross section. e. Weld size.AISC 360-10 TABLE N5.4-3 2. Size, length and location of welds. 3. Welds meet visual acceptance criteria. f. Undercut. g. Porosity. 8. Document acceptance or rejection of welded joint or member. a. Crack prohibition. d. Weld profiles. 4. Arc strikes. 5. K-area. 6. Backing removed and weld tabs removed (if required). 7. Repair activities. TASKS PRIOR TO WELDING TASKS DURING WELDING TASKS AFTER WELDING c. Tacking (tack weld quality and location). a. Packaging. b. Exposure control. VERIFICATION & INSPECTION 1. Manufacturer's certifications available for fastener materials. SPECIAL INSPECTION TABLE FOR STEEL STRUCTURES Quality Assurance Reference Standard AISC 360-10 TABLE N5.6-1 2. Fasteners marked in accordance with ASTM requirements. 3. Proper fasteners selected for the joint detail (grade, type, bolt length if threads are to be excluded from shear plane). 4. Proper bolting procedure selected for joint detail. 7. Proper storage provided for bolts, nuts, washers and other fastener components. Performed Observed 5. Connecting elements, including the appropriate faying surface condition and hole preparation, if specified, meet applicable requirements. 6. Pre-installation verification testing by installation personnel observed and documented for fastener assemblies and methods used. 1. Fastener assemblies, of suitable condition, placed in all holes and washers (if required) are positioned as required. AISC 360-10 TABLE N5.6-2 2. Joint brought to the snug-tight condition prior to the pretensioning operation. 3. Fastener component not turned by the wrench prevented from rotating. 4. Fasteners are pretensioned in accordance with the RCSC Specification, progressing systematically from the most rigid point toward the free edges. TASKS PRIOR TO BOLTING TASKS DURING BOLTING 1. Document acceptance or rejection of bolted connections. AISC 360-10 TABLE N5.6-3 TASKS AFTER BOLTING SPECIAL INSPECTION: 2. 3. 4. 5. 6. 7. 8. 9. 10. 1. Site visits by the structural engineer do not constitute an inspection. VERIFICATION & INSPECTION TASK 12. INSPECTION TASK Continuous Periodically SECTION Sec. 1705.11.2 Sec. 1705.11.2 Sec. 1704 Sec. 1705.11.2 Sec. 1705.11.3 * Contact Gouvis Engineering to schedule A Special Inspection. In addition to the regular inspection the following items will also require special inspection in accordance with Sec.1704, unless exempted by the exceptions of Sec.1704.2, of the Building Code Soils compliance prior to the foundation inspection, post-tensioned foundation, high strength steel and concrete. All inspections and tests shall be performed by a qualified testing agency retained by the owner. The special inspector shall be qualified and approved by the building department and acceptable to the architect. The special inspector shall observe work assigned for conformance to the approved design drawings and specifications. The special inspector shall furnish an inspection report to the building department, engineer and architect of record. Copies of the report shall be available at the job site at all times. Final reports for all inspections and testing must be provided by the special inspector. Final reports shall document completion of all inspections and correction of all noted discrepencies. The duties of the special inspector shall be in conformance with the requirements of section 1704 of the latest edition of the CBC. Contractor shall be responsible for all expenses due to any premature notification of inspection which results in additional site visits. Failure of notification by the contractor for inspection on a timely basis may result in complete removal and replacement of all work performed at contractors expense. For special inspection of wood diaphragm and shear walls, contact Gouvis Engineering for schedule. Special inspection is required for the following items: 1. Verify materials below footings are adequate to achieve the design bearing capacity per soils report. 2. Verify excavations are extended to proper depth & have reached proper material per soils report. 3. Perform classification & testing of controlled fill materials per soils report. 4. Verify use of proper materials, densities & lift thicknesses during placement & compaction of controlled fill per soils report. 5. Prior to placement of controlled fill, observe subgrade & verify that site has been prepared properly per soils report. Exception: _ Special inspection is not required during placement of controlled fill having a total depth of 12 inches or less. Horizontal wood diaphragms with edge nail spacing equal to or closer than 4" o.c. Wood shear walls with edge nail spacing equal to or closer than 4" o.c. Sheathing types, grade thickness, span rating, and nail types, nail sizes & spacing. Sheathing types, grade thickness, wall nail types, nailing sizes and spacing. Sill nail types, size and spacing. Anchor bolt sizes & spacing. Holdown types & their connections to shear walls & foundation/framing Wall end post sizes. Shear transfer connector types & spacing. Drag strut connections to shear walls. Panel types, nailing, bolting, Anchoring, wall top plate screw types, sizes & spacing, holddown & drag strut connections to walls/panels. Manufactured shear walls, Hardy panels, Simpson steel & Wood Strong walls. SPECIAL INSPECTION BY A SPECIAL INSPECTOR FOR EXISTING SITE SOIL CONDITIONS, FILL PLACEMENT & LOAD BEARING REQUIREMENTS SHALL BE PERFORMED PER THE FOLLOWING TABLE. SPECIAL INSPECTION TABLE FOR EXISTING SITE SOIL CONDITIONS SPECIAL INSPECTION BY A SPECIAL INSPECTOR FOR THE CONSTRUCTION OF HORIZONTAL WOOD DIAPHRAGMS, WOOD SHEAR WALLS & MANUFACTURED SHEAR WALLS ARE REQUIRED & SPECIFIED IN THE FOLLOWING TABLE: SPECIAL INSPECTION TABLE FOR WOOD * DIAPHRAGM & SHEAR WALLS Periodically during task Not Applicable Continuous during task REFERENCE FOR CRITERIA FREQUENCY OF INSPECTIONNOT APPLICABLE Exception: Special inspection for existing site soil condtions per table below is not required if allowable soil bearing pressure used for design is ≤ 1500 psf, soils report is not required by building offical, and there is no controlled fill placement on existing building site CBC/IBC INSPECTION TASK FREQUENCY OF INSPECTION REFERENCE FOR CRITERIA IBC Section ACI 530/ASCE 5/TMS 402 ACI 530.1/ASCE 6/TMS 602 a. Grout space. Sec. 1.16 Art. 2.4B, Art. 3.4, Art. 3.6B Art. 3.2D, Art. 2.4, Art. 3.2E,3.4, Art. 2.6B, For SI: °C = (°F-32) /1.8 VERIFICATION & INSPECTION TASK 3.5, 7.1-7.7 AWS D1.4 ACI 318: 3.5.2 c. Shear reinforcement d. Other reinforcing steel ACI 318: 2. As masonry construction begins,the following shall be verified to ensure compliance: a. Proportions of site prepared mortar. b. Construction of mortar joints. c. Grade and size of prestressing tendons and anchorages. 3. Prior to grouting, verify that the following are in compliance: b. Grade, type, and size of reinforcement and anchor bolts, and prestressing tendons and anchorages. c. Placement of reinforcement, connectors, and prestressing tendons and anchorages. d. Proportions of site-prepared grout and prestressing grout for bonded tendons. 1. Inspection of reinforcing steel and placement. a. Placing of reinforcing steel b. Sampling and testing of steel (mill reports & identification of steel) c. Inspection of installation of rebar couplers d. Reinforcing steel sizes, spacing, splices, clearance and concrete cover per construction documents 2. Inspection of reinforcing steel welding in the following items: a. Verification of weldability of reinforcing steel other than ASTM A706 b. Reinforcing steel-resisting flexural and axial forces in intermediate and special moment frames, and boundary elements of special reinforced concrete shearwalls and shear reinforcement EXCEPTION: CONCRETE FOOTINGS SUPPORTING WALLS OF LIGHT-FRAME WOOD BUILDING OF 3-STORIES OR LESS AND THE STRUCTURAL DESIGN OF FOOTINGS IS BASED ON A SPECIFIED COMPRESSIVE STRENGTH f'c NO GREATER THAN 2500 psi. SPECIAL INSPECTION TABLE FOR CONCRETE CONSTRUCTION SPECIAL INSPECTIONS AND VERIFICATIONS BY A SPECIAL INSPECTOR ARE REQUIRED FOR CONCRETE CONSTRUCTION AND SPECIFIED IN THE FOLLOWING TABLE SPECIAL INSPECTION BY A SPECIAL INSPECTOR FOR THE CONSTRUCTION OF CMU STRUCTURES ARE REQUIRED AND SPECIFIED IN THE FOLLOWING TABLE: SPECIAL INSPECTION TABLE FOR CMU STRUCTURES Periodically during task listed Not Applicable Continuous during task listed Reference Standard IBC Reference Periodically during task listed Not Applicable Continuous during task listed 1910.4 ACI 318: Ch. 4, 5.2-5.4 1904.2, a. Method of proportioning b. W/C ratio c. Cement type d. Strength ASTM C 172 ASTM C 31 ACI 318: 5.6, 5.8 ACI 318: 5.9, 5.10 ACI 318: ACI 318: 18.20 ACI 318: 18.18.4 ACI 318: 6.2 ACI 318: 6.1.1 Item 1 Item 5 Item 6 Item 7 Item 8 1910.4 1910.2 1910.10 1910.6 1910.9 1910.8 a. Placing of P.T tendons 5. Verifying use of required design mix 6. At the time fresh concrete is sampled to fabricate specimens for strength tests, perform slump and air content tests, Determine the temperature of the concrete for shotcrete construction 7. Inspection of concrete for proper application techniques. (conveying & depositing) 8. Inspection for maintenance of specified curing temperature (cold weather & hot weather) and techniques b. During stressing of P.T. tendons c. Grouting of P.T. tendons in the seismic-force-resisting system. (including concrete slab) d. Field measured elongation and jacking force records e. P.T. tendon protective wrapping f. Claibration of P.T. RAM (report) 10. Verification of in-situ concrete strength, prior to stressing of tendons in post-tensioned concrete and prior to removal of shores and forms from beams and structural slabs 11. Inspect formwork for shape, location and dimensions of the concrete member being formed 12. Inspection of shorcrete shall include item 1,5,6,7,8 indicated in this table 1910.3 1910.7 5.11-5.13 9. Inspection of P.T. tendons 4. Inspection of anchors post- installed in hardened concrete members. 3. Inspection of anchors cast in concrete where allowable loads have been increased or where strength design is used.8.1.3, 21.1.8 ACI 318: 1909.13.8.6, 8.1.3, ACI 318: Art. 1. Verify compliance with the approved submittals and required inspection provisions for (Mortar mix design, Grout mix design, Material certificates for mortar, grout, masonry units, reinforcement, anchors, ties, and fasteners). Art. 1.5 Art. 2.1, 2.6A 11. 1908.5, 1909.1, 1910.2, 1910.3 1910.9 d. Location of reinforcement, connectors, and prestressing tendons and anchorages. e. Prestressing technique. f. Properties of thin-bed mortar for AAC masonry. Sec. 1.16.4.3, 1.17.1 Sec. 2.1.7.7.2, 3.3.3.4(c), 4. Verify during construction. a. Size and location of structural elements b. Type, size and location of anchors, including other details of anchorage of masonry to structural members, frames or other construction. c. Welding of reinforcement. d. Preparation, construction, and protection of masonry during cold weather (temp. below 40°) or hot weather (temp. above 90°). e. Application and measurement of presstressing force e. Construction of mortar joints. f. Placement of grout and prestressing grout for bonded tendons is in compliance. g. Observe preparation of grout specimens, mortar specimens, and/or prisms. 6. Verification of f'm prior to construction. 7. Verification of slump flow and VSI as delivered to the self-consolidating grout. Art. 1.4B.2.a.3 Art. 5. Observe preparation of grout specimens, mortar specimens, and/or prisms. Art. 3.3B 2.4H, 3.6A Art. 2.1C 3.2F 3.4 Sec. 1.16 3.6A 2.4G.1.b Art. 3.3B Art. 3.3F 8.3.3.4(b) Art. 1.8C, 1.8D 3.6B Art. 3.5, 3.6C Art. 3.3B.8 1.4B.2.b.3 1.4B.2.c.3 1.4B.3, 1.4B.4 1.4B Art. 1.5B.1.b.3 21.1.8 VERIFICATION & INSPECTION Applicable ASTM material standards 1. Material verification of cold-formed steel deck: a. Identification markings to conform to ASTM standards specified in the approved construction documents. b. Manufacturer's certified test reports. 2. Inspection of welding: a. Cold-formed steel deck: SPECIAL INSPECTION TABLE FOR STEEL CONSTRUCTION OTHER THAN STRUCTURAL STEEL FOR THE CONSTRUCTION OF OTHER STEEL ELEMENTS OF BUILDING & STRUCTURES, ITEMS OF SPECIAL INSPECTION & VERIFICATIONS BY A SPECIAL INSPECTOR ARE REQUIRED & SUMMARIZED IN THE FOLLOWING TABLE: Periodically during task listed Not Applicable Continuous during task listed Reference Standard b. Reinforcing steel: ACI 318: Section 3.5.2 1) Floor and roof deck welds. 1) Verification of weldability of reinforcing steel other than ASTM A 706. 2) Reinforcing steel resisting flexural and axial forces in intermediate and special moment frames, and boundary elements of special structural walls of concrete and shear reinforcement. 3) Shear reinforcement. 4) Other reinforcing steel. AWS D1.3 AWS D1.4 RESTRICTIVE NOTICE DATE REVISIONS SHEET DESCRIPTION PROJECT OWNER PROJECT ADDRESS STAMP NO: REVISIONS DATE SIGNED: 4/8/25 THESE DESIGNS, DRAWINGS, AND SPECIFICATIONS ARE THE EXCLUSIVE PROPERTY OF DONG ENGINEERING. THESE DRAWINGS CANNOT BE COPIED, TRANSFERRED, OR REPRODUCED NOR CAN ANY OTHER STRUCTURES BE BUILT FROM THEM WITHOUT WRITTEN CONSENT. SHEET DE#: TEL- 714-617-5979 GARDEN GROVE, CA 92841 7661 GARDEN GROVE BLVD., DONG ENGINEERING, INC. INFO@DONGENGINEERING.COM 240022 22 U N I T S R E S I D E N C E 32 2 N . H A R B O R B L V D , S A N T A A N A C A 9 2 7 0 3 30 , 5 8 2 S F G R O S S B U I L D I N G A R E A S0.2 SPECIAL INSPECTION RESTRICTIVE NOTICE DATE REVISIONS SHEET DESCRIPTION PROJECT OWNER PROJECT ADDRESS STAMP NO: REVISIONS DATE SIGNED: 4/9/25 THESE DESIGNS, DRAWINGS, AND SPECIFICATIONS ARE THE EXCLUSIVE PROPERTY OF DONG ENGINEERING. THESE DRAWINGS CANNOT BE COPIED, TRANSFERRED, OR REPRODUCED NOR CAN ANY OTHER STRUCTURES BE BUILT FROM THEM WITHOUT WRITTEN CONSENT. SHEET DE#: TEL- 714-617-5979 GARDEN GROVE, CA 92841 7661 GARDEN GROVE BLVD., DONG ENGINEERING, INC. INFO@DONGENGINEERING.COM 240022 22 U N I T S R E S I D E N C E 32 2 N . H A R B O R B L V D , S A N T A A N A C A 9 2 7 0 3 30 , 5 8 2 S F G R O S S B U I L D I N G A R E A S0.3 SOIL REPORT RESTRICTIVE NOTICE DATE REVISIONS SHEET DESCRIPTION PROJECT OWNER PROJECT ADDRESS STAMP NO: REVISIONS DATE SIGNED: 4/9/25 THESE DESIGNS, DRAWINGS, AND SPECIFICATIONS ARE THE EXCLUSIVE PROPERTY OF DONG ENGINEERING. THESE DRAWINGS CANNOT BE COPIED, TRANSFERRED, OR REPRODUCED NOR CAN ANY OTHER STRUCTURES BE BUILT FROM THEM WITHOUT WRITTEN CONSENT. SHEET DE#: TEL- 714-617-5979 GARDEN GROVE, CA 92841 7661 GARDEN GROVE BLVD., DONG ENGINEERING, INC. INFO@DONGENGINEERING.COM 240022 22 U N I T S R E S I D E N C E 32 2 N . H A R B O R B L V D , S A N T A A N A C A 9 2 7 0 3 30 , 5 8 2 S F G R O S S B U I L D I N G A R E A S0.4 SOIL REPORT SEE SOIL REPORT FOR SOIL PREPARATIONS. FOR DIMENSIONS, SLAB DEPRESSION, ELEVATIONS, SLOPE ON SLAB, SEE ARCHITECTURAL DRAWINGS. CONTRACTOR TO SUBMIT CONSTRUCTION AND CONTROL JOINTS AT WALLS, FOOTINGS, SLABS FOR ENGINEER TO REVIEW AND APPROVE PRIOR TO PLACEMENT OF CONCRETE. CONTRACTOR TO PROVIDE SURVEY STAKES PRIOR TO FOUNDATION INSPECTION TO VERIFY LOT LINES. FOR MOISTURE SENSITIVE AREA, PLACE SLAB OVER 2" THICK LAYER SAND OVER MOISTURE BARRIER OVER 2" THICK LAYER SAND OVER SUB-GRADE PER SOIL REPORT. REFER TO ARCHITECTURAL DRAWING LOWER FTG IF NECESSARY SO THAT TOP OF FTG MATCH THE BOTTOM OF SEWAGE EJECTOR, SUMP LOWER FTG SO THAT TOP OF FTG EQUALS BOTTOM OF DRAIN OR TRENCH. THE PERIMETER WALLS ARE NOT TO BE BACKFILLED UNTIL THE FLOOR SLABS ARE POURED & CURED. THE SOILS ENGINEER/GEOTECHNICAL CONSULTANT SHALL REVIEW & APPROVE THE FOUNDATION PLAN. CONC. WALL JOINTW.J. PUMP OR ELEVATOR PIT. 4. 9. 8. 7. 6. 3. 2. 1. FOR MOISTURE SENSITIVE AREA. PRIOR TO THE CONTRACTOR REQUESTING A BUILDING DEPARTMENT FOUNDATION INSPECTION, THE SOILS ENGINEER SHALL ADVISE THE BUILDING OFFICIAL IN WRITING THAT: 10. A) THE BUILDING PAD WAS PREPARED IN ACCORDANCE WITH THE SOILS REPORT. B) THE UTILITY TRENCHES HAVE BEEN PROPERLY BACKFILLED AND COMPACTED. C) THE FOUNDATION EXCAVATIONS COMPLY WITH THE INTENT OF THE SOILS REPORT. FOR EQUIPMENT PADS AND CURBS REFER TO ARCH. AND MEP AND DETAILS 5. PROVIDE 1/2" GAP BETWEEN CMU AND CONC WALLS.11. 1/2" WALL GAP TYP.W.G. CONC. SHEAR WALL, SEE SHEARWALL SCHEDULE. SYMBOLS LEGEND NOTE: WXX PAD FOOTING DETAIL NUMBER SHEET NUMBER REBAR CONCRETE LOAD BEARING WALL METAL STUD WALL, SEE PLAN. CONC. SHEAR WALL, SEE PLAN. X SDX CONCRETE NON-LOAD BEARING WALL P1 4'-0" SQ. X 26" DEPTH PAD W/ #5 @ 18" O.C. E.W. BOTT. SEE DETAIL 3/SC2. NEW SLAB NEW FOOTING 5 SC2 12 SC2 BOTT. TOP 5 SC2 16 SC3 BOTT. TOP CONCRETE COLUMN 24" x 12", SEE CONCRETE COLUMN 18" x 10", SEE CONCRETE COLUMN 10" x 10", SEE COLUMN SCHEDULE: C1 C2 C3 4 SC4 8 SC2.2 7 SC2.2 BOTT. TOP 1 SC2 10 SC2 1 SC2 10 SC2 1 SC2 10 SC2 CONCRETE COLUMNS BELOW, SEE DETAIL 1/SC2, 10/SC2. KEY PLAN PARTIAL A 1 2 3 4 A B C E G D F MA T C H L I N E MA T C H L I N E 20" THK. HARDRICK CONCRETE SLAB W/ f'c= 4000 psi @ 28 DAYS W/ #5 @ 18" O.C. T&B EA. WAY. FOR ADDITIONAL REINF., SEE SHEETS S1.2, S1.3, S1.4, S1.5. 1 SC2 1 SC2 1 SC2 4 SC2.1 5 SC2.1 5 SC2.1 4 SC2.1 5 SC2 5 SC2 5 SC2 4 SC2 3 SC2 3 SC2 P1 P1 W1 1 W1 2 W1 3 W3 1 WA1 WB1 WG1 WG2 WG3 WG4 1' 1' 10" THK. CONC. LOAD BEARING WALL W/ #5 @ 12" O.C. VERT. & #5 @ 16" HORIZ. @ CENTER. TYP. C1 C1 C1 C3C3 8" THK. CONC. NON-LOAD BEARING WALL W/ #5 @ 16" O.C. VERT. & #5 @ 24" O.C. HORIZ. @ CENTER. 10 SC3 TYP. RESTRICTIVE NOTICE DATE REVISIONS SHEET DESCRIPTION PROJECT OWNER PROJECT ADDRESS STAMP NO: REVISIONS DATE SIGNED: 4/8/25 THESE DESIGNS, DRAWINGS, AND SPECIFICATIONS ARE THE EXCLUSIVE PROPERTY OF DONG ENGINEERING. THESE DRAWINGS CANNOT BE COPIED, TRANSFERRED, OR REPRODUCED NOR CAN ANY OTHER STRUCTURES BE BUILT FROM THEM WITHOUT WRITTEN CONSENT. SHEET DE#: TEL- 714-617-5979 GARDEN GROVE, CA 92841 7661 GARDEN GROVE BLVD., DONG ENGINEERING, INC. INFO@DONGENGINEERING.COM 240022 22 U N I T S R E S I D E N C E 32 2 N . H A R B O R B L V D , S A N T A A N A C A 9 2 7 0 3 30 , 5 8 2 S F G R O S S B U I L D I N G A R E A S1.0 PARTIAL A MAT FOUNDATION OVERALL PLAN SCALE: PARTIAL A - MAT FOUNDATION - OVERALL PLAN 3/16" = 1'-0" SEE SOIL REPORT FOR SOIL PREPARATIONS. FOR DIMENSIONS, SLAB DEPRESSION, ELEVATIONS, SLOPE ON SLAB, SEE ARCHITECTURAL DRAWINGS. CONTRACTOR TO SUBMIT CONSTRUCTION AND CONTROL JOINTS AT WALLS, FOOTINGS, SLABS FOR ENGINEER TO REVIEW AND APPROVE PRIOR TO PLACEMENT OF CONCRETE. CONTRACTOR TO PROVIDE SURVEY STAKES PRIOR TO FOUNDATION INSPECTION TO VERIFY LOT LINES. FOR MOISTURE SENSITIVE AREA, PLACE SLAB OVER 2" THICK LAYER SAND OVER MOISTURE BARRIER OVER 2" THICK LAYER SAND OVER SUB-GRADE PER SOIL REPORT. REFER TO ARCHITECTURAL DRAWING LOWER FTG IF NECESSARY SO THAT TOP OF FTG MATCH THE BOTTOM OF SEWAGE EJECTOR, SUMP LOWER FTG SO THAT TOP OF FTG EQUALS BOTTOM OF DRAIN OR TRENCH. THE PERIMETER WALLS ARE NOT TO BE BACKFILLED UNTIL THE FLOOR SLABS ARE POURED & CURED. THE SOILS ENGINEER/GEOTECHNICAL CONSULTANT SHALL REVIEW & APPROVE THE FOUNDATION PLAN. CONC. WALL JOINTW.J. PUMP OR ELEVATOR PIT. 4. 9. 8. 7. 6. 3. 2. 1. FOR MOISTURE SENSITIVE AREA. PRIOR TO THE CONTRACTOR REQUESTING A BUILDING DEPARTMENT FOUNDATION INSPECTION, THE SOILS ENGINEER SHALL ADVISE THE BUILDING OFFICIAL IN WRITING THAT: 10. A) THE BUILDING PAD WAS PREPARED IN ACCORDANCE WITH THE SOILS REPORT. B) THE UTILITY TRENCHES HAVE BEEN PROPERLY BACKFILLED AND COMPACTED. C) THE FOUNDATION EXCAVATIONS COMPLY WITH THE INTENT OF THE SOILS REPORT. FOR EQUIPMENT PADS AND CURBS REFER TO ARCH. AND MEP AND DETAILS 5. PROVIDE 1/2" GAP BETWEEN CMU AND CONC WALLS.11. 1/2" WALL GAP TYP.W.G. CONC. SHEAR WALL, SEE SHEARWALL SCHEDULE. SYMBOLS LEGEND NOTE: WXX PAD FOOTING DETAIL NUMBER SHEET NUMBER REBAR CONCRETE LOAD BEARING WALL METAL STUD WALL, SEE PLAN. CONC. SHEAR WALL, SEE PLAN. X SDX CONCRETE NON-LOAD BEARING WALL P1 4'-0" SQ. X 26" DEPTH PAD W/ #5 @ 18" O.C. E.W. BOTT. SEE DETAIL 3/SC2. NEW SLAB NEW FOOTING 5 SC2 12 SC2 BOTT. TOP 5 SC2 16 SC3 BOTT. TOP CONCRETE COLUMN 24" x 12", SEE CONCRETE COLUMN 18" x 10", SEE CONCRETE COLUMN 10" x 10", SEE COLUMN SCHEDULE: C1 C2 C3 4 SC4 8 SC2.2 7 SC2.2 BOTT. TOP 1 SC2 10 SC2 1 SC2 10 SC2 1 SC2 10 SC2 CONCRETE COLUMNS BELOW, SEE DETAIL 1/SC2, 10/SC2. KEY PLAN PARTIAL B 12 " C O N C R E T E W A L L 5 7 86 A B C E G D F MA T C H L I N E MA T C H L I N E 20" THK. HARDRICK CONCRETE SLAB W/ f'c= 4000 psi @ 28 DAYS W/ #5 @ 18" O.C. T&B EA. WAY. 1 SC2 3 SC2.1 3 SC2.1 1 SC2 5 SC2.1 4 SC2.1 5 SC2.1 4 SC2.1 4 SC2.1 4 SC2.1 5 SC2 5 SC2 4 SC2 TYP. 3 SC2 8 SC2.2 TYP. 2 SC2 2 SC2 P1 W7 1 W8 2 W8 3 WB1 WB2 WC1 WC2 WG4 WG5 WG6 WG7 W8 1 1'-11" 3' - 6 " FOR ADDITIONAL REINF., SEE SHEETS S1.2, S1.3, S1.4, S1.5. C1 C1 C1 C2 C3C3 10 SC3 TYP. 10" THK. CONC. LOAD BEARING W/ #5 @ 12" O.C. VERT. & #5 @ 16" O.C. HORIZ. AT CENTER. 7 SC3 METAL STUD WALL 8" THK. CONC. NON-LOAD BEARING WALL W/ #5 @ 16" O.C. VERT. & #5 @ 24" O.C. HORIZ. @ CENTER. 10" THK. CONC. WALL W/ #5 @ 12" O.C. E.F. VERT. & #5 @ 16" O.C. E.F. HORIZ. 8" THK. CONC. NON-LOAD BEARING WALL W/ #5 @ 16" O.C. VERT. & #5 @ 24" O.C. HORIZ. @ CENTER. 1'-11" 1' 1' 1' RESTRICTIVE NOTICE DATE REVISIONS SHEET DESCRIPTION PROJECT OWNER PROJECT ADDRESS STAMP NO: REVISIONS DATE SIGNED: 4/8/25 THESE DESIGNS, DRAWINGS, AND SPECIFICATIONS ARE THE EXCLUSIVE PROPERTY OF DONG ENGINEERING. THESE DRAWINGS CANNOT BE COPIED, TRANSFERRED, OR REPRODUCED NOR CAN ANY OTHER STRUCTURES BE BUILT FROM THEM WITHOUT WRITTEN CONSENT. SHEET DE#: TEL- 714-617-5979 GARDEN GROVE, CA 92841 7661 GARDEN GROVE BLVD., DONG ENGINEERING, INC. INFO@DONGENGINEERING.COM 240022 22 U N I T S R E S I D E N C E 32 2 N . H A R B O R B L V D , S A N T A A N A C A 9 2 7 0 3 30 , 5 8 2 S F G R O S S B U I L D I N G A R E A S1.1 PARTIAL B MAT FOUNDATION OVERALL PLAN SCALE: PARTIAL B - MAT FOUNDATION - OVERALL PLAN 3/16" = 1'-0" NOTE: FOR END STRIP (ES) USE SAME REINFORCEMENT AS1. THAT OF ADJACENT COLUMN STRIP (CS) WITH THE SAME STRIP WIDTH U.N.O. SYMBOLS LEGEND 3 #4 T "T" INDICATE TOP STEEL REBAR SIZE - ASTM A615 GRADE 60 TOTAL NO. OF BARS EVENLY SPACED OVER WIDTH OF COLUMN STRIP OR MIDDLE STRIP ADDITIONAL BARS 3 #4 B "B" INDICATE BOTTOM STEEL REBAR SIZE - ASTM A615 GRADE 60 TOTAL NO. OF BARS EVENLY SPACED OVER WIDTH OF COLUMN STRIP OR MIDDLE STRIP ADDITIONAL BARS 1.SLAB REINFORCEMENT SHALL BE PLACED IN THE FOLLOWING SEQUENCE: 1. N-S BOTTOM BARS 2. E-W BOTTOM BARS 3. E-W TOP BARS 4. N-S TOP BARS COLUMN STRIP, MIDDLE STRIP, SEE 1 SC1.1 2 SC1.1 KEY PLAN PARTIAL A 1 2 3 4 A B C E G D F MA T C H L I N E MA T C H L I N E (2)#7x2.5T (2)#7x3T (3)#7x3T (3)#7x3B (3)#7x3T (1)#7x4.5B (5)#7x5B (7)#7x5B (7)#7x5B (4)#7x5B (7)#7x5.5B (7)#7x5.5B (2)#7x5.5B (2)#7x5.5B (4)#7x10.5B (3)#7x10.5B (1)#7x12.5B (4)#7x15T (7)#7x15T (4)#7x15T (2)#7x15B (2)#7x17T (2)#7x27B (8)#7x16.5B (21)#7x15.5B (1)#7x11.5B (3)#7x36.5B (4)#7x12.5B (1)#7x12.5B (3)#7x13.5B (4)#7x13.5B (2)#7x14.5B (2)#7x14.5B (3)#7x44T (2)#7x46T (1)#7x47T (1)#7x47.2T (2)#7x47.2T (1)#7x35B (2)#7x19.5T (3)#7x19T (4)#7x63.5B (2)#7x23T (1)#7x76.5T (4)#7x75.8T (4)#7x75.8T (2)#7x14B (2)#7x15B (1)#7x12.5B (7)#7x13B (4)#7x12.5B (1)#7x10B (1)#7x12.5B (19)#7x19B (3)#7x14B (3)#7x14B (2)#7x6.5B (2)#7x6.5B (4)#7x30B (4)#7x10B (2)#7x10B (3)#7x117T (2)#7x22T (2)#7x21.5T (4)#7x123T (3)#7x132T (2)#7x56.5T (5)#7x131T (4)#7x29.5B RESTRICTIVE NOTICE DATE REVISIONS SHEET DESCRIPTION PROJECT OWNER PROJECT ADDRESS STAMP NO: REVISIONS DATE SIGNED: 4/8/25 THESE DESIGNS, DRAWINGS, AND SPECIFICATIONS ARE THE EXCLUSIVE PROPERTY OF DONG ENGINEERING. THESE DRAWINGS CANNOT BE COPIED, TRANSFERRED, OR REPRODUCED NOR CAN ANY OTHER STRUCTURES BE BUILT FROM THEM WITHOUT WRITTEN CONSENT. SHEET DE#: TEL- 714-617-5979 GARDEN GROVE, CA 92841 7661 GARDEN GROVE BLVD., DONG ENGINEERING, INC. INFO@DONGENGINEERING.COM 240022 22 U N I T S R E S I D E N C E 32 2 N . H A R B O R B L V D , S A N T A A N A C A 9 2 7 0 3 30 , 5 8 2 S F G R O S S B U I L D I N G A R E A S1.2 PARTIAL A MAT FOUNDATION ADDITION REINF. E/W DIRECTION SCALE: PARTIAL A - MAT FOUNDATION PLAN - ADDITIONAL REINF. E/W DIRECTION 3/16" = 1'-0" NOTE: FOR END STRIP (ES) USE SAME REINFORCEMENT AS1. THAT OF ADJACENT COLUMN STRIP (CS) WITH THE SAME STRIP WIDTH U.N.O. SYMBOLS LEGEND 3 #4 T "T" INDICATE TOP STEEL REBAR SIZE - ASTM A615 GRADE 60 TOTAL NO. OF BARS EVENLY SPACED OVER WIDTH OF COLUMN STRIP OR MIDDLE STRIP ADDITIONAL BARS 3 #4 B "B" INDICATE BOTTOM STEEL REBAR SIZE - ASTM A615 GRADE 60 TOTAL NO. OF BARS EVENLY SPACED OVER WIDTH OF COLUMN STRIP OR MIDDLE STRIP ADDITIONAL BARS 1.SLAB REINFORCEMENT SHALL BE PLACED IN THE FOLLOWING SEQUENCE: 1. N-S BOTTOM BARS 2. E-W BOTTOM BARS 3. E-W TOP BARS 4. N-S TOP BARS COLUMN STRIP, MIDDLE STRIP, SEE 1 SC1.1 2 SC1.1 KEY PLAN PARTIAL B 12 " C O N C R E T E W A L L 5 7 86 A B C E G D F MA T C H L I N E MA T C H L I N E (3)#7x117T (2)#7x21.5T (5)#7x127T (5)#7x131T (4)#7x49.5T (4)#7x5.5B (4)#7x5B (20)#7x18.5B (3)#7x14B (4)#7x14B (4)#7x14.5B (2)#7x9B (1)#7x4.5T (3)#7x16T (2)#7x5B (2)#7x5B (3)#7x13B (5)#7x13B (4)#7x13.5B (1)#7x14B (4)#7x14.5B (2)#7x26B (3)#7x53T (3)#7x30B (3)#7x26.5B (2)#7x25.5B (1)#7x15T (2)#7x6B (1)#7x6.5B (1)#7x13T (5)#7x9.5B (3)#7x10.5B (6)#7x32.5T (1)#7x5T (1)#7x5B (5)#7x5B (2)#7x19T (2)#7x1T (4)#7x11.5B (2)#7x6.5B (3)#7x6.5B (2)#7x6B (3)#7x6B (11)#7x4.5B RESTRICTIVE NOTICE DATE REVISIONS SHEET DESCRIPTION PROJECT OWNER PROJECT ADDRESS STAMP NO: REVISIONS DATE SIGNED: 4/8/25 THESE DESIGNS, DRAWINGS, AND SPECIFICATIONS ARE THE EXCLUSIVE PROPERTY OF DONG ENGINEERING. THESE DRAWINGS CANNOT BE COPIED, TRANSFERRED, OR REPRODUCED NOR CAN ANY OTHER STRUCTURES BE BUILT FROM THEM WITHOUT WRITTEN CONSENT. SHEET DE#: TEL- 714-617-5979 GARDEN GROVE, CA 92841 7661 GARDEN GROVE BLVD., DONG ENGINEERING, INC. INFO@DONGENGINEERING.COM 240022 22 U N I T S R E S I D E N C E 32 2 N . H A R B O R B L V D , S A N T A A N A C A 9 2 7 0 3 30 , 5 8 2 S F G R O S S B U I L D I N G A R E A S1.3 PARTIAL B MAT FOUNDATION ADDITIONAL REINF. E/W DIRECTION SCALE: PARTIAL B - MAT FOUNDATION PLAN - ADDITIONAL REINF. E/W DIRECTION 3/16" = 1'-0" NOTE: FOR END STRIP (ES) USE SAME REINFORCEMENT AS1. THAT OF ADJACENT COLUMN STRIP (CS) WITH THE SAME STRIP WIDTH U.N.O. SYMBOLS LEGEND 3 #4 T "T" INDICATE TOP STEEL REBAR SIZE - ASTM A615 GRADE 60 TOTAL NO. OF BARS EVENLY SPACED OVER WIDTH OF COLUMN STRIP OR MIDDLE STRIP ADDITIONAL BARS 3 #4 B "B" INDICATE BOTTOM STEEL REBAR SIZE - ASTM A615 GRADE 60 TOTAL NO. OF BARS EVENLY SPACED OVER WIDTH OF COLUMN STRIP OR MIDDLE STRIP ADDITIONAL BARS 1.SLAB REINFORCEMENT SHALL BE PLACED IN THE FOLLOWING SEQUENCE: 1. N-S BOTTOM BARS 2. E-W BOTTOM BARS 3. E-W TOP BARS 4. N-S TOP BARS COLUMN STRIP, MIDDLE STRIP, SEE 1 SC1.1 2 SC1.1 KEY PLAN PARTIAL A 1 2 3 4 A B C E G D F MA T C H L I N E MA T C H L I N E (4 ) # 7 x 2 8 . 5 B (2 ) # 7 x 9 0 T (4 ) # 7 x 2 7 . 5 B (2 ) # 7 x 1 . 5 T (3 ) # 7 x 2 0 B (1 ) # 7 x 1 . 5 T (2 ) # 7 x 9 0 T (3 ) # 7 x 2 1 B (2 ) # 7 x 1 9 B (3 ) # 7 x 3 4 . 5 T (3 ) # 7 x 1 0 B (3 ) # 7 x 1 3 . 5 B (3 ) # 7 x 4 5 . 5 T (3 ) # 7 x 6 B (2 1 ) # 7 x 2 4 . 5 B (8 ) # 7 x 1 6 . 5 B (8 ) # 7 x 1 2 . 5 B (3 ) # 7 x 2 . 5 T (5 ) # 7 x 8 8 . 8 T (8 ) # 7 x 7 . 5 B (3 ) # 7 x 1 T (2 ) # 7 x 3 4 . 5 T (5 ) # 7 x 1 0 B (3 ) # 7 x 2 . 5 T (3 ) # 7 x 1 9 B (4 ) # 7 x 1 4 B (3 ) # 7 x 3 0 T (6 ) # 7 x 1 9 . 5 T (5 ) # 7 x 5 B (4 ) # 7 x 9 . 5 B (6 ) # 7 x 5 B (6 ) # 7 x 4 2 T (3 ) # 7 x 1 9 T (6 ) # 7 x 1 5 B (4 ) # 7 x 1 4 B (5 ) # 7 x 5 B (5 ) # 7 x 1 8 . 5 T (6 ) # 7 x 5 B (1 ) # 7 x 7 . 5 B (4 ) # 7 x 8 8 . 8 T (8 ) # 7 x 7 . 5 B (3 ) # 7 x 2 . 5 T (5 ) # 7 x 3 5 B (1 0 ) # 7 x 1 6 . 5 B (7 ) # 7 x 1 1 B (2 ) # 7 x 5 B (1 ) # 7 x 6 9 . 5 T (2 ) # 7 x 1 5 B (3 ) # 7 x 2 1 T (3 ) # 7 x 5 B (3 ) # 7 x 5 B (3 ) # 7 x 1 8 . 5 T (1 ) # 7 x 1 3 B (1 ) # 7 x 1 4 B (1 ) # 7 x 1 9 T (1 ) # 7 x 1 T (3 ) # 7 x 1 1 . 5 B (2 ) # 7 x 6 7 . 9 T (2 ) # 7 x 3 0 . 5 B (4 ) # 7 x 6 7 . 9 T (5 ) # 7 x 3 4 B (7 ) # 7 x 1 5 B (2 ) # 7 x 1 T (2 ) # 7 x 1 7 . 5 T (2 ) # 7 x 3 0 . 5 B (2 ) # 7 x 4 1 . 5 T (4 ) # 7 x 1 1 . 5 B RESTRICTIVE NOTICE DATE REVISIONS SHEET DESCRIPTION PROJECT OWNER PROJECT ADDRESS STAMP NO: REVISIONS DATE SIGNED: 4/8/25 THESE DESIGNS, DRAWINGS, AND SPECIFICATIONS ARE THE EXCLUSIVE PROPERTY OF DONG ENGINEERING. THESE DRAWINGS CANNOT BE COPIED, TRANSFERRED, OR REPRODUCED NOR CAN ANY OTHER STRUCTURES BE BUILT FROM THEM WITHOUT WRITTEN CONSENT. SHEET DE#: TEL- 714-617-5979 GARDEN GROVE, CA 92841 7661 GARDEN GROVE BLVD., DONG ENGINEERING, INC. INFO@DONGENGINEERING.COM 240022 22 U N I T S R E S I D E N C E 32 2 N . H A R B O R B L V D , S A N T A A N A C A 9 2 7 0 3 30 , 5 8 2 S F G R O S S B U I L D I N G A R E A S1.4 PARTIAL A MAT FOUNDATION ADDITION REINF. N/S DIRECTION SCALE: PARTIAL A - MAT FOUNDATION PLAN - ADDITIONAL REINF. N/S DIRECTION 3/16" = 1'-0" NOTE: FOR END STRIP (ES) USE SAME REINFORCEMENT AS1. THAT OF ADJACENT COLUMN STRIP (CS) WITH THE SAME STRIP WIDTH U.N.O. SYMBOLS LEGEND 3 #4 T "T" INDICATE TOP STEEL REBAR SIZE - ASTM A615 GRADE 60 TOTAL NO. OF BARS EVENLY SPACED OVER WIDTH OF COLUMN STRIP OR MIDDLE STRIP ADDITIONAL BARS 3 #4 B "B" INDICATE BOTTOM STEEL REBAR SIZE - ASTM A615 GRADE 60 TOTAL NO. OF BARS EVENLY SPACED OVER WIDTH OF COLUMN STRIP OR MIDDLE STRIP ADDITIONAL BARS 1.SLAB REINFORCEMENT SHALL BE PLACED IN THE FOLLOWING SEQUENCE: 1. N-S BOTTOM BARS 2. E-W BOTTOM BARS 3. E-W TOP BARS 4. N-S TOP BARS COLUMN STRIP, MIDDLE STRIP, SEE 1 SC1.1 2 SC1.1 KEY PLAN PARTIAL B 12 " C O N C R E T E W A L L 5 7 86 A B C E G D F MA T C H L I N E MA T C H L I N E (4 ) # 7 x 6 7 . 9 T (5 ) # 7 x 3 4 B (7 ) # 7 x 1 5 B (2 ) # 7 x 1 7 . 5 T (2 ) # 7 x 3 0 . 5 B (2 ) # 7 x 4 1 . 5 T (4 ) # 7 x 1 1 . 5 B (2 ) # 7 x 1 5 B (2 ) # 7 x 1 7 . 5 T (2 ) # 7 x 6 B (2 ) # 7 x 1 9 T (2 ) # 7 x 1 4 B (4 ) # 7 x 2 3 T (4 ) # 7 x 5 B (3 ) # 7 x 6 . 5 B (5 ) # 7 x 6 7 . 9 T (5 ) # 7 x 1 6 . 5 B (1 8 ) # 7 x 1 6 . 5 B (2 ) # 7 x 8 . 5 T (1 ) # 7 x 7 . 5 B (7 ) # 7 x 5 B (4 ) # 7 x 1 1 . 5 B (4 ) # 7 x 1 4 . 5 B (6 ) # 7 x 5 0 T (5 ) # 7 x 5 B (5 ) # 7 x 1 1 . 5 B (3 ) # 7 x 2 0 . 5 T (4 ) # 7 x 1 5 B (5 ) # 7 x 2 . 5 T (6 ) # 7 x 5 B (6 ) # 7 x 2 1 T (4 ) # 7 x 1 2 . 5 B (6 ) # 7 x 5 B (6 ) # 7 x 5 8 . 7 T (5 ) # 7 x 2 0 B (4 ) # 7 x 1 1 . 5 T (4 ) # 7 x 1 7 . 5 B (3 ) # 7 x 4 4 . 5 T (2 ) # 7 x 1 5 B (3 ) # 7 x 5 B (3 ) # 7 x 7 . 5 B (3 ) # 7 x 5 8 . 5 T (2 ) # 7 x 1 3 . 5 B (2 ) # 7 x 8 B (3 ) # 7 x 1 0 B (2 ) # 7 x 1 6 B (3 ) # 7 x 5 8 . 5 T (2 ) # 7 x 7 . 5 B (1 ) # 7 x 2 8 T (1 ) # 7 x 7 . 5 B (1 ) # 7 x 7 . 5 B (2 ) # 7 x 4 9 . 2 T (1 ) # 7 x 3 1 B (1 ) # 7 x 5 B (1 ) # 7 x 5 T (2 ) # 7 x 8 . 5 B (1 ) # 7 x 3 0 . 5 B (3 ) # 7 x 4 5 . 5 T (1 ) # 7 x 9 T (1 ) # 7 x 2 5 . 5 B (2 ) # 7 x 2 6 T (2 ) # 7 x 7 B (1 ) # 7 x 2 5 . 5 B (1 ) # 7 x 9 . 5 T (2 ) # 7 x 8 . 5 B (2 ) # 7 x 3 6 . 5 T (2 ) # 7 x 9 B (2 ) # 7 x 1 1 . 5 B (3 ) # 7 x 3 6 . 5 T (2 ) # 7 x 1 1 . 5 B RESTRICTIVE NOTICE DATE REVISIONS SHEET DESCRIPTION PROJECT OWNER PROJECT ADDRESS STAMP NO: REVISIONS DATE SIGNED: 4/8/25 THESE DESIGNS, DRAWINGS, AND SPECIFICATIONS ARE THE EXCLUSIVE PROPERTY OF DONG ENGINEERING. THESE DRAWINGS CANNOT BE COPIED, TRANSFERRED, OR REPRODUCED NOR CAN ANY OTHER STRUCTURES BE BUILT FROM THEM WITHOUT WRITTEN CONSENT. SHEET DE#: TEL- 714-617-5979 GARDEN GROVE, CA 92841 7661 GARDEN GROVE BLVD., DONG ENGINEERING, INC. INFO@DONGENGINEERING.COM 240022 22 U N I T S R E S I D E N C E 32 2 N . H A R B O R B L V D , S A N T A A N A C A 9 2 7 0 3 30 , 5 8 2 S F G R O S S B U I L D I N G A R E A S1.5 PARTIAL B MAT FOUNDATION ADDITIONAL REINF. N/S DIRECTION SCALE: PARTIAL B - MAT FOUNDATION PLAN - ADDITIONAL REINF. N/S DIRECTION 3/16" = 1'-0" DETAIL NUMBER SHEET NUMBER NOTES: COLUMN DROP CAP D1 REBAR D2 X SDX DROP IN SLAB (VERIFY PRIOR TO CONSTRUCTION) CONCRETE COLUMNS BELOW, SEE DETAIL 1/SC2, 10/SC2. SYMBOLS LEGEND 8'-0" X 8'-0" X 12" THICK BELOW SLAB, SEE DETAIL 11/SC4. 7'-0" X 7'-0" X 10" THICK BELOW SLAB, SEE DETAIL 11/SC4. 1.VERIFY ALL DIMENSIONS WITH ARCH. DRAWINGS. FOR DIM. NOT SHOWN REFER TO ARCH. DRAWINGS. 2.SEE ARCHITECTURAL & LANDSCAPE DWGS FOR SLAB ELEVATIONS, CURBS, RECESSES AND SLOPES. 3.FOR TYPICAL TRIM REINFORCEMENT AT OPENINGS, RE-ENTRANT CORNERS, CANTILEVER SLABS, ETC., SEE SHEET SC3 . 4.FOR ANCHORS & EMBEDS USED FOR TYPE V BLDG., SEE TOP OF SLAB FOUNDATION PLANS & FRAMING PLANS FOR STAIRS & ELEVATORS. 5.HOLDOWN HARDWARE MUST BE SECURE IN PLACE PRIOR TO CONCRETE INSPECTION. FOR ADDITIONAL REINF. AT HOLDOWNS, SEE DETAILS ON SHEET SC5 . 6.FOR STEP IN STRUCTURAL SLAB, SEE DET. 14/SC3. 7.FOR TOPPING SLAB, SEE DETAIL 7/SC5. 8.VERIFY SLAB SLOPES WITH ARCHITECTURAL. 9.SEE DETAIL 6/SC5 FOR CMU WALL REINF. AROUND THE OPENING. 10.SEE DETAIL 5/SC4 FOR TYP. JAMB BARS. 11.FOR PIPING AND CONDUIT IN OR THROUGH SLAB OR WALL, SEE DETAILS 4/SC1 AND 6/SC2 . 12.CONTRACTOR TO SUBMIT CONSTRUCTION AND CONTROL JOINTS AT WALLS, FOOTINGS, SLABS FOR ENGINEER TO REVIEW AND APPROVE & PRIOR TO PLACEMENT OF CONCRETE. 13.FOR PLANTER WALL DETAIL, SEE 3/SC1. 14.FOR CONCRETE PONY WALL LOCATIONS, SEE ARCHITECTURAL DRAWINGS. D3 45" X 45" X 6" THICK BELOW SLAB, SEE DETAIL 11/SC4. CONCRETE LOAD BEARING WALL CONCRETE NON-LOAD BEARING WALL 5 SC2 12 SC2 BOTT.TOP 5 SC2 16 SC3 BOTT.TOP METAL STUD WALL, SEE PLAN. CONC. SHEAR WALL, SEE PLAN.4 SC4 4 SC4 8 SC2.2 7 SC2.2 BOTT.TOP CONC. WALL JOINT 1/2" WALL GAP TYP. CONC. SHEAR WALL, SEE SHEARWALL SCHEDULE. W.J. W.G. WXX COLUMN SCHEDULE: C1 C2 C3 CONCRETE COLUMN 24" x 12", SEE CONCRETE COLUMN 18" x 10", SEE CONCRETE COLUMN 10" x 10", SEE 1 SC2 10 SC2 1 SC2 10 SC2 1 SC2 10 SC2 1 2 3 4 A B C E G D F PER ARCH. PER ARCH. PER ARCH. PER ARCH. PER ARCH. PER ARCH. PER ARCH. PER ARCH. PER ARCH. D1 D2 D3 7 SC3 TRIM BARS @ RE-ENTRANT CORNERS 7 SC3 10 SC3 REBARS @ SLAB CORNER 13 SC3 12 SC3 10 SC39 SC3 14 SC3 14 SC3 PER ARCH. PER ARCH. 10 SC3 15 SC3 15 SC3 15 SC3 15 SC3 15 SC3 TYP. 14 SC3 14 SC3 TYP. 16 SC3 16 SC3 14 SC3 15 SC3 MA T C H L I N E MA T C H L I N E W1 1 W1 2 W1 3 W3 1 WA1 WB1 WG1 WG2 WG3 WG4 2 SC2 TYP. C1 C1 C1 C3C3 12" THK. HARDRICK CONCRETE SLAB W/ f'c= 4000 psi @ 28 DAYS W/ #6 @ 18" O.C. T&B EA. WAY. FOR ADDITIONAL REINF., SEE SHEETS S2.2, S2.3, S2.4, S2.5. KEY PLAN PARTIAL A RESTRICTIVE NOTICE DATE REVISIONS SHEET DESCRIPTION PROJECT OWNER PROJECT ADDRESS STAMP NO: REVISIONS DATE SIGNED: 4/8/25 THESE DESIGNS, DRAWINGS, AND SPECIFICATIONS ARE THE EXCLUSIVE PROPERTY OF DONG ENGINEERING. THESE DRAWINGS CANNOT BE COPIED, TRANSFERRED, OR REPRODUCED NOR CAN ANY OTHER STRUCTURES BE BUILT FROM THEM WITHOUT WRITTEN CONSENT. SHEET DE#: TEL- 714-617-5979 GARDEN GROVE, CA 92841 7661 GARDEN GROVE BLVD., DONG ENGINEERING, INC. INFO@DONGENGINEERING.COM 240022 22 U N I T S R E S I D E N C E 32 2 N . H A R B O R B L V D , S A N T A A N A C A 9 2 7 0 3 30 , 5 8 2 S F G R O S S B U I L D I N G A R E A S2.0 PARTIAL A PODIUM SLAB PLAN SCALE: PARTIAL A - PODIUM SLAB PLAN 3/16" = 1'-0" DETAIL NUMBER SHEET NUMBER NOTES: COLUMN DROP CAP D1 REBAR D2 X SDX DROP IN SLAB (VERIFY PRIOR TO CONSTRUCTION) CONCRETE COLUMNS BELOW, SEE DETAIL 1/SC2, 10/SC2. SYMBOLS LEGEND 8'-0" X 8'-0" X 12" THICK BELOW SLAB, SEE DETAIL 11/SC4. 7'-0" X 7'-0" X 10" THICK BELOW SLAB, SEE DETAIL 11/SC4. 1.VERIFY ALL DIMENSIONS WITH ARCH. DRAWINGS. FOR DIM. NOT SHOWN REFER TO ARCH. DRAWINGS. 2.SEE ARCHITECTURAL & LANDSCAPE DWGS FOR SLAB ELEVATIONS, CURBS, RECESSES AND SLOPES. 3.FOR TYPICAL TRIM REINFORCEMENT AT OPENINGS, RE-ENTRANT CORNERS, CANTILEVER SLABS, ETC., SEE SHEET SC3 . 4.FOR ANCHORS & EMBEDS USED FOR TYPE V BLDG., SEE TOP OF SLAB FOUNDATION PLANS & FRAMING PLANS FOR STAIRS & ELEVATORS. 5.HOLDOWN HARDWARE MUST BE SECURE IN PLACE PRIOR TO CONCRETE INSPECTION. FOR ADDITIONAL REINF. AT HOLDOWNS, SEE DETAILS ON SHEET SC5 . 6.FOR STEP IN STRUCTURAL SLAB, SEE DET. 14/SC3. 7.FOR TOPPING SLAB, SEE DETAIL 7/SC5. 8.VERIFY SLAB SLOPES WITH ARCHITECTURAL. 9.SEE DETAIL 6/SC5 FOR CMU WALL REINF. AROUND THE OPENING. 10.SEE DETAIL 5/SC4 FOR TYP. JAMB BARS. 11.FOR PIPING AND CONDUIT IN OR THROUGH SLAB OR WALL, SEE DETAILS 4/SC1 AND 6/SC2 . 12.CONTRACTOR TO SUBMIT CONSTRUCTION AND CONTROL JOINTS AT WALLS, FOOTINGS, SLABS FOR ENGINEER TO REVIEW AND APPROVE & PRIOR TO PLACEMENT OF CONCRETE. 13.FOR PLANTER WALL DETAIL, SEE 3/SC1. 14.FOR CONCRETE PONY WALL LOCATIONS, SEE ARCHITECTURAL DRAWINGS. D3 45" X 45" X 6" THICK BELOW SLAB, SEE DETAIL 11/SC4. CONCRETE LOAD BEARING WALL CONCRETE NON-LOAD BEARING WALL 5 SC2 12 SC2 BOTT.TOP 5 SC2 16 SC3 BOTT.TOP METAL STUD WALL, SEE PLAN. CONC. SHEAR WALL, SEE PLAN.4 SC4 4 SC4 8 SC2.2 7 SC2.2 BOTT.TOP CONC. WALL JOINT 1/2" WALL GAP TYP. CONC. SHEAR WALL, SEE SHEARWALL SCHEDULE. W.J. W.G. WXX COLUMN SCHEDULE: C1 C2 C3 CONCRETE COLUMN 24" x 12", SEE CONCRETE COLUMN 18" x 10", SEE CONCRETE COLUMN 10" x 10", SEE 1 SC2 10 SC2 1 SC2 10 SC2 1 SC2 10 SC2 5 7 86 PER ARCH. PER ARCH. PER ARCH. PER ARCH. D3 D3 D2 15 SC3 15 SC3 15 SC3 15 SC3 9 SC3 11 SC3 7 SC3 10 SC3 7 SC3 10 SC3 TYP. 12 SC3 15 SC3 TYP. 14 SC3 16 SC3 16 SC3 14 SC3 MA T C H L I N E MA T C H L I N E A B C E G D FW7 1 W8 2 W8 3 WB2 WC1 WC2 WG5 WG6 WG7 W8 1 2 SC2 TYP. TYP. 15 SC3 7 SC2.2 40 0 S 1 6 2 - 3 3 @ 1 6 " O . C . C U R T A I N W A L L C1 C1 C1 C2 C3C3 REBARS @ SLAB CORNER, TYP. TRIM BARS @ RE-ENTRANT CORNERS TYP. 12" THK. HARDRICK CONCRETE SLAB W/ f'c= 4000 psi @ 28 DAYS W/ #6 @ 18" O.C. T&B EA. WAY. FOR ADDITIONAL REINF., SEE SHEETS S2.2, S2.3, S2.4, S2.5. KEY PLAN PARTIAL B RESTRICTIVE NOTICE DATE REVISIONS SHEET DESCRIPTION PROJECT OWNER PROJECT ADDRESS STAMP NO: REVISIONS DATE SIGNED: 4/8/25 THESE DESIGNS, DRAWINGS, AND SPECIFICATIONS ARE THE EXCLUSIVE PROPERTY OF DONG ENGINEERING. THESE DRAWINGS CANNOT BE COPIED, TRANSFERRED, OR REPRODUCED NOR CAN ANY OTHER STRUCTURES BE BUILT FROM THEM WITHOUT WRITTEN CONSENT. SHEET DE#: TEL- 714-617-5979 GARDEN GROVE, CA 92841 7661 GARDEN GROVE BLVD., DONG ENGINEERING, INC. INFO@DONGENGINEERING.COM 240022 22 U N I T S R E S I D E N C E 32 2 N . H A R B O R B L V D , S A N T A A N A C A 9 2 7 0 3 30 , 5 8 2 S F G R O S S B U I L D I N G A R E A S2.1 PARTIAL B PODIUM SLAB PLAN SCALE: PARTIAL B - PODIUM SLAB PLAN 3/16" = 1'-0" NOTE: FOR END STRIP (ES) USE SAME REINFORCEMENT AS1. THAT OF ADJACENT COLUMN STRIP (CS) WITH THE SAME STRIP WIDTH U.N.O. SYMBOLS LEGEND 3 #4 T "T" INDICATE TOP STEEL REBAR SIZE - ASTM A615 GRADE 60 TOTAL NO. OF BARS EVENLY SPACED OVER WIDTH OF COLUMN STRIP OR MIDDLE STRIP ADDITIONAL BARS 3 #4 B "B" INDICATE BOTTOM STEEL REBAR SIZE - ASTM A615 GRADE 60 TOTAL NO. OF BARS EVENLY SPACED OVER WIDTH OF COLUMN STRIP OR MIDDLE STRIP ADDITIONAL BARS 1.SLAB REINFORCEMENT SHALL BE PLACED IN THE FOLLOWING SEQUENCE: 1. N-S BOTTOM BARS 2. E-W BOTTOM BARS 3. E-W TOP BARS 4. N-S TOP BARS COLUMN STRIP, MIDDLE STRIP, SEE 1 SC3 2 SC31234 A B C E G D F MA T C H L I N E MA T C H L I N E (4)#7x5T (7)#7x5.5T (6)#7x5.5T (4)#7x5.5T (4)#7x10.5T (4)#7x10.5T (3)#7x10.5T (6)#7x13T (5)#7x13.5T (4)#8x15B (7)#7x23.5T (4)#7x23.5T (13)#7x25.5T (2)#8x30B (7)#7x15.5T (20)#7x18T (5)#7x13.5T (2)#8x37B (2)#8x37B (5)#8x42.5B (3)#8x42.9B (2)#8x45B (3)#8x45B (4)#8x47.1B (4)#7x47.1T (4)#7x34T (4)#7x5.5T (1)#8x10.5B (5)#8x69.5B (5)#7x13T (4)#8x75.7B (2)#8x75.7B (4)#8x75.8B (4)#8x17.8B (1)#7x14T (7)#7x16.5T (5)#7x15T (17)#7x19.5T (4)#7x5.5T (2)#7x24.5T (12)#7x35T (4)#8x57B (6)#7x29.5T (9)#7x28.5T (5)#7x27.5T (5)#7x27.5T (4)#8x35B (5)#8x28B (1)#8x30B (5)#8x39.7B (5)#7x39.7T (5)#8x68B KEY PLAN PARTIAL A RESTRICTIVE NOTICE DATE REVISIONS SHEET DESCRIPTION PROJECT OWNER PROJECT ADDRESS STAMP NO: REVISIONS DATE SIGNED: 4/8/25 THESE DESIGNS, DRAWINGS, AND SPECIFICATIONS ARE THE EXCLUSIVE PROPERTY OF DONG ENGINEERING. THESE DRAWINGS CANNOT BE COPIED, TRANSFERRED, OR REPRODUCED NOR CAN ANY OTHER STRUCTURES BE BUILT FROM THEM WITHOUT WRITTEN CONSENT. SHEET DE#: TEL- 714-617-5979 GARDEN GROVE, CA 92841 7661 GARDEN GROVE BLVD., DONG ENGINEERING, INC. INFO@DONGENGINEERING.COM 240022 22 U N I T S R E S I D E N C E 32 2 N . H A R B O R B L V D , S A N T A A N A C A 9 2 7 0 3 30 , 5 8 2 S F G R O S S B U I L D I N G A R E A S2.2 PARTIAL A PODIUM SLAB PLAN ADDITIONAL REINF. E/W DIRECTION SCALE: PARTIAL A - PODIUM SLAB PLAN - ADDITIONAL REINF. E/W DIRECTION 3/16" = 1'-0" NOTE: FOR END STRIP (ES) USE SAME REINFORCEMENT AS1. THAT OF ADJACENT COLUMN STRIP (CS) WITH THE SAME STRIP WIDTH U.N.O. SYMBOLS LEGEND 3 #4 T "T" INDICATE TOP STEEL REBAR SIZE - ASTM A615 GRADE 60 TOTAL NO. OF BARS EVENLY SPACED OVER WIDTH OF COLUMN STRIP OR MIDDLE STRIP ADDITIONAL BARS 3 #4 B "B" INDICATE BOTTOM STEEL REBAR SIZE - ASTM A615 GRADE 60 TOTAL NO. OF BARS EVENLY SPACED OVER WIDTH OF COLUMN STRIP OR MIDDLE STRIP ADDITIONAL BARS 1.SLAB REINFORCEMENT SHALL BE PLACED IN THE FOLLOWING SEQUENCE: 1. N-S BOTTOM BARS 2. E-W BOTTOM BARS 3. E-W TOP BARS 4. N-S TOP BARS COLUMN STRIP, MIDDLE STRIP, SEE 1 SC3 2 SC35786 A B C E G D F MA T C H L I N E MA T C H L I N E (1)#8x30B (21)#7x8T (3)#8x49.5B (19)#7x19.5T (12)#7x16.5T (4)#7x16.5T (4)#7x82T (3)#8x67.5B (4)#8x40.5B (1)#8x35.5B (6)#7x13T (2)#7x8.5T (2)#7x4.5T (2)#7x5T (1)#7x7.5T (6)#7x8.5T (2)#7x8.5T (8)#7x23.5T (2)#8x52B (4)#7x22T (4)#7x20.4T (4)#8x20.4B (3)#8x17B (2)#8x18B (2)#8x21.3B (8)#7x37.5T (6)#7x5T (2)#7x6.5T (6)#8x27B (2)#7x6.5T (2)#8x28.9B (3)#8x30B (3)#8x28B (5)#7x13T (1)#7x4T (5)#8x9.5B (4)#7x18.5T (4)#7x16.5T (2)#8x14B (2)#8x6.6B (5)#7x5.5T (4)#7x5T (5)#7x5.17T (4)#8x5.17B (2)#8x5.17B KEY PLAN PARTIAL B RESTRICTIVE NOTICE DATE REVISIONS SHEET DESCRIPTION PROJECT OWNER PROJECT ADDRESS STAMP NO: REVISIONS DATE SIGNED: 4/8/25 THESE DESIGNS, DRAWINGS, AND SPECIFICATIONS ARE THE EXCLUSIVE PROPERTY OF DONG ENGINEERING. THESE DRAWINGS CANNOT BE COPIED, TRANSFERRED, OR REPRODUCED NOR CAN ANY OTHER STRUCTURES BE BUILT FROM THEM WITHOUT WRITTEN CONSENT. SHEET DE#: TEL- 714-617-5979 GARDEN GROVE, CA 92841 7661 GARDEN GROVE BLVD., DONG ENGINEERING, INC. INFO@DONGENGINEERING.COM 240022 22 U N I T S R E S I D E N C E 32 2 N . H A R B O R B L V D , S A N T A A N A C A 9 2 7 0 3 30 , 5 8 2 S F G R O S S B U I L D I N G A R E A S2.3 PARTIAL B PODIUM SLAB PLAN ADDITIONAL REINF. E/W DIRECTION SCALE: PARTIAL B - PODIUM SLAB PLAN - ADDITIONAL REINF. E/W DIRECTION 3/16" = 1'-0" NOTE: FOR END STRIP (ES) USE SAME REINFORCEMENT AS1. THAT OF ADJACENT COLUMN STRIP (CS) WITH THE SAME STRIP WIDTH U.N.O. SYMBOLS LEGEND 3 #4 T "T" INDICATE TOP STEEL REBAR SIZE - ASTM A615 GRADE 60 TOTAL NO. OF BARS EVENLY SPACED OVER WIDTH OF COLUMN STRIP OR MIDDLE STRIP ADDITIONAL BARS 3 #4 B "B" INDICATE BOTTOM STEEL REBAR SIZE - ASTM A615 GRADE 60 TOTAL NO. OF BARS EVENLY SPACED OVER WIDTH OF COLUMN STRIP OR MIDDLE STRIP ADDITIONAL BARS 1.SLAB REINFORCEMENT SHALL BE PLACED IN THE FOLLOWING SEQUENCE: 1. N-S BOTTOM BARS 2. E-W BOTTOM BARS 3. E-W TOP BARS 4. N-S TOP BARS COLUMN STRIP, MIDDLE STRIP, SEE 1 SC3 2 SC3 1 2 3 4 A B C E G D F MA T C H L I N E MA T C H L I N E (2 ) # 7 x 7 . 5 T (3 ) # 8 x 8 2 . 9 B (3 ) # 7 x 7 . 5 T (4 ) # 7 x 1 5 T (2 ) # 7 x 1 2 . 5 T (2 ) # 7 x 7 . 5 T (2 ) # 8 x 8 3 . 5 B (2 ) # 7 x 2 9 . 5 T (2 ) # 7 x 1 2 . 5 T (1 ) # 7 x 5 . 5 T (4 ) # 8 x 8 3 . 5 B (2 ) # 7 x 1 3 T (3 ) # 7 x 1 7 . 5 T (2 ) # 7 x 1 0 T (3 ) # 7 x 5 . 5 T (4 ) # 8 x 4 8 . 5 B (1 4 ) # 7 x 2 2 T (1 6 ) # 7 x 1 8 T (3 ) # 7 x 1 0 T (3 ) # 7 x 5 . 5 T (4 ) # 8 x 8 3 . 5 B (2 ) # 7 x 1 0 T (2 ) # 7 x 1 7 . 5 T (3 ) # 7 x 1 3 T (3 ) # 7 x 6 T (3 ) # 7 x 2 7 . 5 T (1 ) # 8 x 8 8 . 7 B (2 ) # 8 x 2 3 B (3 ) # 7 x 5 T (3 ) # 8 x 1 8 B (3 ) # 8 x 1 8 . 5 B (3 ) # 7 x 1 5 . 5 T (3 ) # 8 x 1 1 B (2 ) # 7 x 6 T (4 ) # 8 x 2 1 . 5 B (3 ) # 7 x 5 T (6 ) # 7 x 1 6 . 5 T (5 ) # 8 x 6 7 B (3 ) # 7 x 1 0 T (4 ) # 7 x 1 9 T (8 ) # 7 x 1 9 T (4 ) # 8 x 1 4 . 5 B (1 ) # 8 x 1 1 B (3 ) # 7 x 2 4 T (1 ) # 8 x 2 2 B (1 ) # 8 x 6 1 B (1 ) # 8 x 1 1 B (3 ) # 7 x 1 5 . 5 T (2 ) # 8 x 6 7 . 8 B (3 ) # 7 x 6 7 . 8 T (3 ) # 7 x 1 2 . 5 T (4 ) # 8 x 6 7 . 8 B (8 ) # 7 x 3 4 T (2 ) # 7 x 6 7 . 8 T KEY PLAN PARTIAL A RESTRICTIVE NOTICE DATE REVISIONS SHEET DESCRIPTION PROJECT OWNER PROJECT ADDRESS STAMP NO: REVISIONS DATE SIGNED: 4/8/25 THESE DESIGNS, DRAWINGS, AND SPECIFICATIONS ARE THE EXCLUSIVE PROPERTY OF DONG ENGINEERING. THESE DRAWINGS CANNOT BE COPIED, TRANSFERRED, OR REPRODUCED NOR CAN ANY OTHER STRUCTURES BE BUILT FROM THEM WITHOUT WRITTEN CONSENT. SHEET DE#: TEL- 714-617-5979 GARDEN GROVE, CA 92841 7661 GARDEN GROVE BLVD., DONG ENGINEERING, INC. INFO@DONGENGINEERING.COM 240022 22 U N I T S R E S I D E N C E 32 2 N . H A R B O R B L V D , S A N T A A N A C A 9 2 7 0 3 30 , 5 8 2 S F G R O S S B U I L D I N G A R E A S2.4 PARTIAL A PODIUM SLAB PLAN ADDITIONAL REINF. N/S DIRECTION SCALE: PARTIAL A - PODIUM SLAB PLAN - ADDITIONAL REINF. N/S DIRECTION 1/4" = 1'-0" NOTE: FOR END STRIP (ES) USE SAME REINFORCEMENT AS1. THAT OF ADJACENT COLUMN STRIP (CS) WITH THE SAME STRIP WIDTH U.N.O. SYMBOLS LEGEND 3 #4 T "T" INDICATE TOP STEEL REBAR SIZE - ASTM A615 GRADE 60 TOTAL NO. OF BARS EVENLY SPACED OVER WIDTH OF COLUMN STRIP OR MIDDLE STRIP ADDITIONAL BARS 3 #4 B "B" INDICATE BOTTOM STEEL REBAR SIZE - ASTM A615 GRADE 60 TOTAL NO. OF BARS EVENLY SPACED OVER WIDTH OF COLUMN STRIP OR MIDDLE STRIP ADDITIONAL BARS 1.SLAB REINFORCEMENT SHALL BE PLACED IN THE FOLLOWING SEQUENCE: 1. N-S BOTTOM BARS 2. E-W BOTTOM BARS 3. E-W TOP BARS 4. N-S TOP BARS COLUMN STRIP, MIDDLE STRIP, SEE 1 SC3 2 SC3 12 " C O N C R E T E W A L L 5 7 86 A B C E G D F MA T C H L I N E MA T C H L I N E (2 ) # 7 x 6 7 . 8 T (2 ) # 8 x 6 7 . 8 B (2 ) # 7 x 7 T (2 ) # 8 x 6 7 . 8 B (3 ) # 7 x 1 2 T (2 ) # 7 x 1 3 . 5 T (2 ) # 7 x 5 . 5 T (3 ) # 7 x 7 T (6 ) # 8 x 4 5 . 5 B (1 3 ) # 7 x 1 8 T (2 ) # 7 x 5 . 5 T (4 ) # 8 x 2 1 . 5 B (3 ) # 7 x 5 . 5 T (4 ) # 8 x 3 6 B (3 ) # 7 x 1 2 T (3 ) # 7 x 1 4 . 5 T (3 ) # 8 x 1 4 . 5 B (2 ) # 7 x 5 T (8 ) # 8 x 3 8 B (1 ) # 7 x 9 T (6 ) # 7 x 5 T (1 0 ) # 7 x 1 9 . 5 T (7 ) # 7 x 1 9 . 5 T (6 ) # 8 x 5 0 . 5 B (2 ) # 8 x 1 2 B (3 ) # 7 x 5 T (4 ) # 7 x 1 4 . 5 T (3 ) # 8 x 5 8 . 6 B (2 ) # 7 x 1 7 T (1 ) # 7 x 3 4 . 5 T (2 ) # 8 x 5 8 . 5 B (2 ) # 7 x 9 . 5 T (2 ) # 7 x 1 2 . 5 T (2 ) # 7 x 8 T (2 ) # 8 x 3 3 . 5 B (2 ) # 8 x 7 B (2 ) # 7 x 5 T (3 ) # 8 x 2 9 B (2 ) # 7 x 7 . 5 T (3 ) # 7 x 5 T (3 ) # 8 x 2 4 . 9 B (2 ) # 7 x 9 . 5 T (2 ) # 8 x 7 . 5 B (1 ) # 8 x 2 1 . 5 B (1 ) # 7 x 4 T (1 ) # 8 x 8 . 5 B (1 ) # 7 x 9 T (1 ) # 7 x 1 7 . 5 T (1 ) # 8 x 3 8 B (1 ) # 7 x 1 1 T (2 ) # 7 x 8 T (3 ) # 8 x 3 8 B (3 ) # 7 x 1 3 T KEY PLAN PARTIAL B RESTRICTIVE NOTICE DATE REVISIONS SHEET DESCRIPTION PROJECT OWNER PROJECT ADDRESS STAMP NO: REVISIONS DATE SIGNED: 4/8/25 THESE DESIGNS, DRAWINGS, AND SPECIFICATIONS ARE THE EXCLUSIVE PROPERTY OF DONG ENGINEERING. THESE DRAWINGS CANNOT BE COPIED, TRANSFERRED, OR REPRODUCED NOR CAN ANY OTHER STRUCTURES BE BUILT FROM THEM WITHOUT WRITTEN CONSENT. SHEET DE#: TEL- 714-617-5979 GARDEN GROVE, CA 92841 7661 GARDEN GROVE BLVD., DONG ENGINEERING, INC. INFO@DONGENGINEERING.COM 240022 22 U N I T S R E S I D E N C E 32 2 N . H A R B O R B L V D , S A N T A A N A C A 9 2 7 0 3 30 , 5 8 2 S F G R O S S B U I L D I N G A R E A S2.5 PARTIAL B PODIUM SLAB PLAN ADDITIONAL REINF. N/S DIRECTION SCALE: PARTIAL B - PODIUM SLAB PLAN - ADDITIONAL REINF. N/S DIRECTION 3/16" = 1'-0" DETAIL SHEET NUMBER DROP IN SLAB (VERIFY PRIOR TO CONSTRUCTION) SDX X DETAIL NUMBER NEW SLAB/ FOOTING REBAR SHEAR PANEL LENGTH AND NUMBER. SEE SW SCHED. FOR PANEL TYPE, MIN. 2x4 @ EA. END. xx x'-x"X INDICATES HOLDOWN, SEE HOLDOWNS SCHEDULE 1. REFER TO S.0 SHEET FOR MORE INFO. 2. REFER TO DETAILS 1,2/SC5 FOR INSTALLATION OF HOLDOWNS. 3. FOUNDATION ANCHOR BOLTS IN CONTACT WITH PRESSURE TREATED SILL PLATE SHALL BE OF HOT DIPPED ZINC-COATED GALVANIZED STEEL, STAINLESS STEEL, SILICON BRONZE OR COPPER. EXCEPTION: PLAIN CARBON STEEL FASTENERS IN SBX/ DOT AND ZINC BORATE PRESERVATIVE-TREATED WOOD IN AN INTERIOR, DRY ENVIRONMENT SHALL BE PERMITTED. 4. CONTRACTOR SHALL VERIFY ALL EXISTING FOOTINGS AND NOTIFY TO ENG. OF RECORD FOR ALL DISCREPANCIES. 5. HOLDOWN ANCHORS SHALL BE RE-TIGHTENED JUST PRIOR TO COVERING THE WALL FRAMING. 6. ALL HOLDOWN ANCHORS SHALL BE TIED IN PLACE PRIOR TO CALLING FOUNDATION INSPECTION. 7. SEE DETAIL 12/SD2 FOR PLATE NOTCHING & BORING. FOR PIPING THRU SILL & TOP PLATES OF SHEAR WALLS, CONTACT DONG ENGINEERING, INC. 8. THE HOLDOWN POST SIZE SHALL FOLLOW THE HOLDOWN SCHEDULE U.N.O. 9. ALL EXTERIOR WALLS AND INTERIOR BEARING WALLS TO HAVE 5/8" DIA. X MIN. 12" ANCHOR BOLTS, MIN. 7" EMBEDMENT INTO CONCRETE FOOTING AT 72" O.C. UNLESS NOTED OTHERWISE ON PLANS. ONE ANCHOR BOLT SHOULD BE LOCATED MAX. 12" AWAY AND MIN. 4 1/2" FROM THE END OF THE SILL PLATES. MIN. (2) A.BS. PER SILL PLATE/SHEAR PANEL. SILL PLATE UNDER SHEAR WALLS OF UP TO 4'-0" IN LENGTH MUST BE CONTINUOUS. 10. ALL INTERIOR NON-SHEAR WALLS TO BE SECURED WITH SIMPSON PHNW SERIES 0.145Ø PINS WITH A PENETRATION OF 1 1/4" INTO SLAB AT 16" O.C. TO BE INSTALLED IN ACCORDANCE WITH ICC ESR-2138. 11. ANCHOR BOLTS AT SHEAR WALLS SHALL BE INSTALLED WITH PLATE WASHERS OF MIN. 3" SQ. X 0.229" THICK BETWEEN SILL PLATE AND NUT. EDGE(S) OF PLATE WASHERS SHALL BE 1/2" MAX. FROM INSIDE FACE OF SHEAR PANEL(S). SYMBOLS LEGEND HOLDOWN SCHEDULE: FOUNDATION NOTES: HDU2 HDU4 HDU5 HOLDOWNSYM. HDQ8 POST SIZE H3 H4 H5 4X 4X 4X H8 REF. DETAIL 3/SC5 HDU11H9 HDU14H10 HDU8H7 6X 6X 6X 8X 1. HOLDOWN POST MINIMUM THICKNESS IS SHOWN ON SCHEDULE ABOVE. ACTUAL HOLDOWN POST SIZE IS INDICATED ON PLAN. HHDQ11H11 6X HHDQ14H12 8X UP 18R @6.72" EA. DN 26R @6.9" EA. UP 1 8 R @6 . 7 2 " E A . DN 26 R OPEN TO BELOW OPEN TO BELOW OPEN TO BELOW 20 ' - 0 " B 1.2 2.2 3.2 4.2 5.2 6.2 7.2 A.2 B.2 C.2 D.2 3'-6" C H5H5 6'-0" C H7H7 4'-0" C H7H7 3'-3" C H5H5 3'-3" C 11'-3" C H8H8 3'-0" C H3H3 3'-0" C H3H3 5'-9 " C H4 H4 8'-0" B 11'-0" B 9'-9" B 5'-6" B 12'-0" B 9'-6" BH5 H5 H4 H5 H5 H4 19'-9" B 19'-9" B 8'-0" B 9'-9" B 8'-0" BH4H4 H5H5 H4 H4 H5H5H5H5 4'-0" D 2'-9" D 5'-3" D 2'-9" D 7'-9" D 5'-3" D 7'-9" D 5'-6" D H5 H5 H5 H5 2'-9" D 2'-9" D H5 H5 2'-9" D 2'-9" D H7 3' - 3 " D 4' - 0 " D 7' - 6 " D 6' - 0 " D 2' - 6 " D 5' - 0 " D H8 H8 H4 H5 20 ' - 0 " B H4 H4 20 ' - 0 " B 20 ' - 0 " B H4 H4 H4 H4 20 ' - 0 " B H4 H4 H4 H9 24 ' - 0 " B H5 H5 4' - 0 " B H3 H3 26 ' - 0 " B H4 H4 5' - 9 " B 4' - 0 " B H4 H4 H5 H5 H5 4' - 0 " B 2 SC5 TYP. 2 SC5TYP. 20 ' - 0 " B H4 H4 24 ' - 0 " C H7 H7 H5 H5 H5 H5H5H5H5H5 H5 H5 H5 H5 H4H4 H5 12 SC5 12 SC5 12 SC5 12 SC5 12 SC5 12 SC5 12 SC5 12 SC5 12 SC5 12 SC5 12 SC5 12 SC5 12 SC5 12 SC5 12 SC5 12 SC5 12 SC5 12 SC5 12 SC5 12 SC5 12 SC5 12 SC5 12 SC5 12 SC5 14 SC3 1 SC2 SEE S2.0 - S2.5 FOR SLAB REINFORCEMENT 12 SC5 12 SC5 12 SC5 12 SC5 12 SC5 12 SC5 12 SC5 9 SC49 SC4 9 SC4 9 SC4 9 SC4 2 SC5 TYP.2 SC5TYP. 2 SC5 TYP. 2 SC5 TYP. 2 SC5 TYP. 1 SC5 1 SC5 1 SC5 1 SC5 1 SC5 1 SC5 1 SC5 1 SC5 1 SC5 1 SC5 1 SC5 1 SC5 SEE S2.0 - S2.5 FOR SLAB REINFORCEMENT RESTRICTIVE NOTICE DATE REVISIONS SHEET DESCRIPTION PROJECT OWNER PROJECT ADDRESS STAMP NO: REVISIONS DATE SIGNED: 4/7/25 THESE DESIGNS, DRAWINGS, AND SPECIFICATIONS ARE THE EXCLUSIVE PROPERTY OF DONG ENGINEERING. THESE DRAWINGS CANNOT BE COPIED, TRANSFERRED, OR REPRODUCED NOR CAN ANY OTHER STRUCTURES BE BUILT FROM THEM WITHOUT WRITTEN CONSENT. SHEET DE#: TEL- 714-617-5979 GARDEN GROVE, CA 92841 7661 GARDEN GROVE BLVD., DONG ENGINEERING, INC. INFO@DONGENGINEERING.COM 240022 22 U N I T S R E S I D E N C E 32 2 N . H A R B O R B L V D , S A N T A A N A C A 9 2 7 0 3 30 , 5 8 2 S F G R O S S B U I L D I N G A R E A S3 PODIUM SLAB WALL BRACING PLAN SCALE: PODIUM SLAB - WALL BRACING PLAN 3/16" = 1'-0" X SDX DETAIL NUMBER DETAIL SHEET NUMBER CALIFORNIA FRAMING BEAM NUMBER, REFER TO CALCULATIONS. LEGEND: INDICATES ROOF JOIST, SEE JOISTS TABLE X 6X6 INDICATES BEAM SIZE (DFL HEADER/DROP) U.N.O. BEARING WALLS, SEE PLAN. INDICATES DECK JOIST, SEE JOISTS TABLE INDICATES FLOOR JOIST, SEE JOISTS TABLE 1. REFER TO STRUCTURAL GENERAL NOTES AND DETAIL SHEETS S.0 FOR MORE INFORMATION. 3. HANGERS FOR FLUSH FRAMED MEMBERS SHALL BE SIMPSON STRONG-TIE AS FOLLOWS U.N.O.: 2. ALL VERTICAL PIPES THROUGH PLATES AND/OR SOLID RIM BEAMS MUST BE DRILLED CLEAN CUT W/ 1/16" TOLERANCE. DO NOT NOTCH OR CUT PLATES. 6. BEARING STUD HEIGHTS: - 2x4's @ 16" o.c. maximum 10'-0" height - 2x6's @ 16" o.c. maximum 16'-0" height FRAMING NOTES: 7. DOUBLE TOP PLATE AT ALL SHEAR WALL LINES SHALL BE SPLICED PER DETAIL 16/SD2. STRAPS SCHEDULE:JOISTS TABLE: CONSTRUCTION KEY NOTES: ALIGN STUD(S) / POST(S) WITH UPPER FLOOR STUD(S) / POST(S) AND PROVIDE SOLID BLOCKING BETWEEN FLOOR PROVIDE SOLID BLOCKING UNDER GIRDER / BEAM. LINE OF 2X BLOCKING W/ EDGE NAIL. & CONTINUOUS CS16 STRAP OVER U.N.O. SEE PLAN FOR NUMBER OF BAYS. SHEAR PANEL LENGTH AND NUMBER. SEE SW SCHED. FOR PANEL TYPE, MIN. 2x4 @ EA. END. xx x'-x" REF XX XX INDICATES SHEARWALL STRAP, SEE REFERENCE DETAIL 1/SD3 POST SIZE, SEE POST SCHEDULE. XX XPOST SCHEDULE: POST SIZESYM. 24 224 324 26 226 2X4 STUD (2)-2X4 BUNDLED STUD (3)-2X4 BUNDLED STUD 2X6 STUD (2)-2X6 BUNDLED STUD 326 44 46 66 (3)-2X6 BUNDLED STUD 4X4 POST 4X6 POST 6X6 POST POST SIZESYM.MARK JOIST SPECIFICATIONS R1 ROOF JOIST 2 x 10 DFL#2 @ 16" O.C. R2 R3 ROOF JOIST 1 3/4" x 9 1/4" PSL @ 12" O.C. ROOF JOIST 3 1/2" x 9 1/4" PSL @ 16" O.C. (ALT. OPT.) F1 F2 ROOF JOIST 2-2 x 10 DFL#2 @ 16" O.C. FLOOR JOIST 2 x 10 DFL#2 @ 16" O.C. FLOOR JOIST 2-2 x 10 DFL#2 @ 16" O.C. MARK STRAP STRAP LENGTH NAILS/ SPACING REFERENCE DETAIL 8d BOX/SINKER @ 4-1/8" 8d BOX/SINKER @ 4-1/8" 16d SINKER @ 4-1/2" CS16 (2)CS16 CMSTC16 5 6 7 3' - 6" 3' - 6" 3' - 6" 5/SD2 CS16 (2)CS16 CMSTC16 10 11 12 3' - 6" 3' - 6" 3' - 6" 8d BOX/SINKER @ 4-1/8" O.C. 8d BOX/SINKER @ 4-1/8" O.C. 16d SINKER @ 4-1/2" 15/SD3 16d SINKER @ 4-1/2" CS16 (2)CS16 CMSTC16 13 14 15 3' - 6" 3' - 6" 3' - 6" 8d BOX/SINKER @ 4-1/8" O.C. 8d BOX/SINKER @ 4-1/8" O.C.16/SD3 16d SINKER @ 4-1/2" CS16 (2)CS16 CMSTC16 16 17 18 3' - 6" 3' - 6" 3' - 6" 8d BOX/SINKER @ 4-1/8" O.C. 8d BOX/SINKER @ 4-1/8" O.C.17/SD3 CS1623 7' - 0"8d BOX/SINKER @ 4-1/8" O.C.4/SD4 4. THE FOLLOWING TRIMMER SCHEDULE SHOULD BE USED FOR HEADERS IN BEARING WALLS, U.N.O. ON THE PLAN. REQUIRED TRIMMER MUST BE APPLIED @ EACH END OF HEADER. CLEAR SPAN, L L ≤ 6'-0"6'-0" < L ≤ 10'-0" L ≥ 10'-0" 2 x 4 2-2 x 4 2-2X4 U.N.O. PER PLAN LUS FACE MOUNT TOP FLANGED HANGER TYPEMEMBER 2X JOIST 4X, 6X, LSL or PSL TJI I-JOIST JB HU W/ MAX.BA IUS ITS - 2x4's @ 16" o.c. maximum 14'-0" height - 2x6's @ 16" o.c. maximum 20'-0" height 5. BUILDING CODE 2308.9.1 BALLOON FRAMED WALLS (NON-BEARING) STUD HEIGHTS: F3 FLOOR JOIST 1 3/4" x 9 1/4" PSL @ 16" O.C. F4 FLOOR JOIST 1 3/4" x 9 1/4" PSL @ 12" O.C. FLOOR JOIST 3 1/2" x 9 1/4" PSL @ 16" O.C. (ALT. OPT.) F5 FLOOR JOIST 3 1/2" x 9 1/4" PSL @ 16" O.C. F6 DECK JOIST 2 x 8 DFL#2 @ 16" O.C. F7 CORRIDOR JOIST 2 x 8 DFL#2 @ 16" O.C. F8 CORRIDOR JOIST 2-2 x 8 DFL#2 @ 16" O.C. F9 DECK JOIST 2 x 8 DFL#2 @ 16" O.C. AT STAIR LANDINGCS16 (2)CS16 19 20 3' - 6" 3' - 6" 8d BOX/SINKER @ 4-1/8" O.C. 8d BOX/SINKER @ 4-1/8" O.C. 3/SD4 CONINUOUS TOP PLATES AT PARTY WALLS OR STRAP PLATES W/ MST48 STRAP. INSTALL SHEAR PANELS WHERE OCCURRED. X 1 2 3 4 ALLOW RIP 1/4" PER FT. MAX. AT DECK SLOPE TO DRAIN.5 UP 18R @6.72" EA. DN 26R @6.9" EA. UP 1 8 R @6 . 7 2 " E A . OPEN TO BELOW OPEN TO BELOW OPEN TO BELOW 6 x 6 6 x 6 6 x 6 4 x 6 4 x 6 4 x 1 0 F L 4 x 8 HUC 20 4 x 8 FL W/ EN 18 CA N T . 5 1 / 4 " x 9 1 / 4 " P S L F L 21 2 x 10 @ 16" O.C., TYP. 10 SD3 9 SD2 6 x 6 7 SD3 7 SD3 18 SD3 18 SD3 10 SD3 6 x 6 6 x 6 6 x 6 6 x 6 4 x 6 4 x 6 4 x 1 0 F L 4 x 8 HUC 20 4 x 8 FL W/ EN 18 CA N T . 5 1 / 4 " x 9 1 / 4 " P S L F L 21 2 x 10 @ 16" O.C., TYP. 10 SD3 9 SD2 18 SD3 7 SD3 7 SD3 10 SD3 18 SD3 6 x 6 6 x 6 6 x 6 4 x 6 4 x 6 4 x 1 0 F L 4 x 8 HUC 20 4 x 8 FL W/ EN 18 CA N T . 5 1 / 4 " x 9 1 / 4 " P S L F L 21 2 x 10 @ 16" O.C., TYP. 10 SD3 9 SD2 6 x 6 7 SD3 7 SD3 18 SD3 18 SD3 10 SD3 4 x 8 4 x 6 4 x 6 HU HU 6 x 6 4 x 8 6 x 6 6 x 6 24 5 1 / 4 " x 9 1 / 4 " P S L F L W / E N 22 2- 2 x 8 @ 1 6 " O . C . 5 1 / 4 " x 7 " P S L F L 5 1 / 4 " x 9 1 / 4 " P S L F L W / E N 26 6 x 6 20 ' - 0 " B 6 x 6 6 x 6 6 x 6 6 x 6 6 x 6 6 x 6 6 x 6 6 x 6 6 x 6 6 x 6 6 x 6 6 x 6 4 x 1 0 CO N T . 7 " x 9 1 / 4 " P S L F L 4 x 1 0 F L 3 1/2" x 9 1/4" PSL @ 16" O.C. 9 410 10A 10 2- 2 x 1 0 @ 1 6 " O . C . 2 x 1 0 @ 1 6 " O . C . , T Y P . HUC17 18 4 x 8 F L CANT. 5 1/4" x 9 1/4" PSL FL 9 SD2 9 SD3 CC QW/ 12 SD3 CC Q W/ 7 SD3 7 SD3 5 SD3 W/ E N 18 SD3 9 SD2 18 SD3 9A 5 1/4" x 9 1/4" PSL HDR. 6 x 6 6 x 6 HGLTVHGLTV HGLTV HUCQ 33 34 33 a HGUS HGUS 30 31 32 27 27a 35 36 37 38 6 x 6 6 x 6 CO N T . 5 1 / 4 " x 9 1 / 4 " P S L F L CANT. 5 1/4" x 16" PSL BOTT. FL CA N T . W 8 x 3 5 F L 3 1 / 2 " x 1 4 " P S L B O T T . F L 5 1 / 4 " x 1 4 " P S L B O T T . F L 7" x 9 1 / 4 " P S L F L 5 1/4" x 22" PSL BOTT. FL W10 x 60 FL CA N T . W 8 x 5 8 F L 3 1/2" x 9 1/4" PSL FL 6 x 6 CA N T . 1 3 / 4 " x 9 1 / 4 " P S L @ 1 6 " O . C . 2 x 1 0 @ 1 6 " O . C . , T Y P . 3A SD3 2 x 8 @ 16" O.C. 1.2 2.2 3.2 4.2 5.2 6.2 7.2 A.2 B.2 C.2 D.2 6 x 6 6 x 6 6 x 6 6 x 6 4 x 6 4 x 6 4 x 1 0 F L 4 x 8 HUC 20 4 x 8 FL W/ EN 18 CA N T . 5 1 / 4 " x 9 1 / 4 " P S L F L 21 6 x 6 2 x 10 @ 16" O.C., TYP. 10 SD3 9 SD2 7 SD3 7 SD3 18 SD3 18 SD3 10 SD3 6 x 6 6 x 6 6 x 6 6 x 6 4 x 6 4 x 6 4 x 1 0 F L 4 x 8 HUC 20 4 x 8 FL W/ EN 18 CA N T . 5 1 / 4 " x 9 1 / 4 " P S L F L 21 6 x 6 6 x 6 6 x 6 2 x 10 @ 16" O.C., TYP. 10 SD3 9 SD2 10 SD3 7 SD3 7 SD3 18 SD3 18 SD3 6 x 1 0 6 x 6 6 x 6 6 x 6 6 x 6 6 x 6 6 x 6 4 x 6 4 x 6 4 x 1 0 F L 4 x 8 HUC 20 4 x 8 FL W/ EN 18 CA N T . 5 1 / 4 " x 9 1 / 4 " P S L F L 21 6 x 6 2 x 10 @ 16" O.C., TYP. 10 SD3 9 SD2 7 SD3 7 SD3 18 SD3 18 SD3 10 SD3 3'-6" C 6646 6'-0" C 6666 4'-0" C 6666 6 x 6 3'-3" C 3'-3" C 11'-3" C 6666 3'-0" C 46 68 3'-0" C46 5'-9 " C 46 46 8'-0" B 11'-0" B 9'-9" B 5'-6" B 12'-0" B 9'-6" B46 46 19'-9" B 19'-9" B 8'-0" B 9'-9" B 8'-0" B4646 46 46 4'-0" D 2'-9" D 5'-3" D 2'-9" D 7'-9" D 5'-3" D 7'-9" D 5'-6" D 46 2'-9" D 2'-9" D 2'-9" D 2'-9" D 46 3' - 3 " D 4' - 0 " D 7' - 6 " D 6' - 0 " D 2' - 6 " D 5' - 0 " D 66 66 46 46 20 ' - 0 " B 44 44 20 ' - 0 " B 20 ' - 0 " B 44 46 44 44 20 ' - 0 " B 44 44 46 46 24 ' - 0 " B 44 46 4' - 0 " B 46 46 26 ' - 0 " B 46 66 5' - 9 " B 4' - 0 " B 46 46 46 46 46 4' - 0 " B W/ EN RIM JOIST JOIST RIM F2 F1 F1 F1F1 F1F1 F1F1 F1F1F1F1 F1F1 F1F1 F1 F1 F1 F5 F5 F1 F1 F1 F1 F1 F1 F1 F1 F1 F1 F1 F3 F1 F6 F8F8F8F8F8F8F8F7F7F7F7F7 F7 F7 F7 F7 F7 226 226 226 226 226 226 46 46 224 DB L . J O I S T S W / E N 14 2X B L K ' G W / E N 10 DB L . J O I S T S W / E N 6 2- 2 X B L K ' G W / E N ( L = 8 ' - 0 " ) 11 JO I S T S W / E N 6 2- 2 X B L K ' G W / E N 11 W/ E N 6 2- 2 X B L K ' G W / E N 11 6 11 6 11 14 11 7 14 6 2X B L K ' G W / E N 10 5 DBL. JOISTS W/EN 6 W/ EN 7 7 6 15 DBL. JOISTS W/EN 2X BLK'G W/EN 10 10 2X BLK'G W/EN 10 10 W/EN 10 10 2X BLK'G 10 W/ EN 10 2X BLK'G W/ EN 2X BLK'G W/ EN 2X BLK'G W/ EN 1010 10 10 10 10 JOIST W/ EN 5 JOIST W/EN 5 JOIST W/EN 5 13 5 5 JOIST W/EN 5 JOIST W/EN 5 13 JOIST W/EN 5 2X B L K ' G W / E N 10 2X B L K ' G W / E N 10 DB L . J O I S T S 5 5 2X B L K ' G W / E N 10 DB L . JO I S T S W / E N DB L . 2- 2 X B L K ' G W / E N 2- 2 X B L K ' G W / E N JO I S T S W / E N DB L . JO I S T S W / E N DB L . JO I S T S W / E N DB L . DB L . J O I S T S W / E N 2- 2 X B L K ' G W / E N L= 1 0 ' - 0 " DB L . J O I S T S W/ E N 5 DBL. JOISTS 2X B L K ' G W / E N 10 L= 6 ' - 0 " 5 JOIST 13 W/EN 20 ' - 0 " B 44 44 24 ' - 0 " C 46 46 6 W/ E N DB L . J O I S T S 2X B L K ' G W / E N 5 SD3 5 SD3 5 SD3 6 SD3 5 SD3 8 SD3 6 SD3 6 SD3 5 SD3 6 SD3 5 SD3 5 SD3 5 SD3 5 SD3 5 SD4 5 SD3 5 SD3 6 SD3 3 1/2" x 9 1/4" 25 PSL FL W/ EN 3 1/2" x 9 1/4" PSL FL W/ EN 5 SD3 5 SD3 226 226 DB L . J O I S T S W / E N 6 6 W/ EN 2X BLK'G W/ EN 10 2X BLK'G W/EN 10 4 SD3 2-2X BLK'G W/EN 12 JOIST W/EN 5 5 SD3 TYP.7 SD2 46 46 46 46 46 46 46 4646464644 46 46 46 46 4646 46 46 46 46 46 4646 46 46 4646 4646 46 L= 6 ' - 0 ' ' L= 8 ' - 0 " 226 410 612 68 12'-0" L= 6 ' - 0 " L= 1 0 ' - 0 " L= 1 0 ' - 0 " L= 1 0 ' - 0 " L= 1 0 ' - 0 " L=8'-0" 8 SD3 8 SD3 8 SD2 8 SD2 8 SD2 8 SD2 8 SD2 8 SD2 8 SD2 8 SD2 18 SD3 9 SD2 9 SD2 9 SD2 9 SD2 9 SD2 9 SD2 11 SD3 9 SD2 8 SD2 8 SD2 5 5 5 55555 2X B L K ' G W / E N 10 L= 6 ' - 0 " W/ E N 5 2X BLK'G 4 4 4 4 44 4 4 55 4 4 4 W/ EN 8 SD4 8 SD4 66 8 SD4 10 SD4 6 SD4 10 SD4 7 SD4 2-2X BLK'G W/EN 11 11 SD4 66 9 SD2 L=6'-0" L= 6 ' - 0 " 2X BLK'G W/ EN L=6'-0" 226 9 SD2 46 226 9 SD2 226 9 SD2 66 9 SD2 66 9 SD3W/ EC C Q 226226226226226 10 226 L= 6 ' - 0 " F1 F1 JOIST W/ EN 13 L= 6 ' - 0 " F1 F1 10 226 5 x 1/4" x 9 1/4" PSL RIM 8 SD3 8 SD3 8 SD3 8 SD3 8 SD3 8 SD3 7 SD3 6 SD3 5 2X B L K ' G 10 W/ E N ( L = 6 ' - 0 " ) 3/4" LEVELROCK TOPPING ON TOP OF FLOOR DIAPHRAGM 3/4" LEVELROCK TOPPING ON TOP OF FLOOR DIAPHRAGM RESTRICTIVE NOTICE DATE REVISIONS SHEET DESCRIPTION PROJECT OWNER PROJECT ADDRESS STAMP NO: REVISIONS DATE SIGNED: 4/7/25 THESE DESIGNS, DRAWINGS, AND SPECIFICATIONS ARE THE EXCLUSIVE PROPERTY OF DONG ENGINEERING. THESE DRAWINGS CANNOT BE COPIED, TRANSFERRED, OR REPRODUCED NOR CAN ANY OTHER STRUCTURES BE BUILT FROM THEM WITHOUT WRITTEN CONSENT. SHEET DE#: TEL- 714-617-5979 GARDEN GROVE, CA 92841 7661 GARDEN GROVE BLVD., DONG ENGINEERING, INC. INFO@DONGENGINEERING.COM 240022 22 U N I T S R E S I D E N C E 32 2 N . H A R B O R B L V D , S A N T A A N A C A 9 2 7 0 3 30 , 5 8 2 S F G R O S S B U I L D I N G A R E A S4 3RD FLOOR FRAMING PLAN SCALE: 3RD FLOOR FRAMING PLAN 3/16" = 1'-0" X SDX DETAIL NUMBER DETAIL SHEET NUMBER CALIFORNIA FRAMING BEAM NUMBER, REFER TO CALCULATIONS. LEGEND: INDICATES ROOF JOIST, SEE JOISTS TABLE X 6X6 INDICATES BEAM SIZE (DFL HEADER/DROP) U.N.O. BEARING WALLS, SEE PLAN. INDICATES DECK JOIST, SEE JOISTS TABLE INDICATES FLOOR JOIST, SEE JOISTS TABLE 1. REFER TO STRUCTURAL GENERAL NOTES AND DETAIL SHEETS S.0 FOR MORE INFORMATION. 3. HANGERS FOR FLUSH FRAMED MEMBERS SHALL BE SIMPSON STRONG-TIE AS FOLLOWS U.N.O.: 2. ALL VERTICAL PIPES THROUGH PLATES AND/OR SOLID RIM BEAMS MUST BE DRILLED CLEAN CUT W/ 1/16" TOLERANCE. DO NOT NOTCH OR CUT PLATES. 6. BEARING STUD HEIGHTS: - 2x4's @ 16" o.c. maximum 10'-0" height - 2x6's @ 16" o.c. maximum 16'-0" height FRAMING NOTES: 7. DOUBLE TOP PLATE AT ALL SHEAR WALL LINES SHALL BE SPLICED PER DETAIL 16/SD2. STRAPS SCHEDULE:JOISTS TABLE: CONSTRUCTION KEY NOTES: ALIGN STUD(S) / POST(S) WITH UPPER FLOOR STUD(S) / POST(S) AND PROVIDE SOLID BLOCKING BETWEEN FLOOR PROVIDE SOLID BLOCKING UNDER GIRDER / BEAM. LINE OF 2X BLOCKING W/ EDGE NAIL. & CONTINUOUS CS16 STRAP OVER U.N.O. SEE PLAN FOR NUMBER OF BAYS. SHEAR PANEL LENGTH AND NUMBER. SEE SW SCHED. FOR PANEL TYPE, MIN. 2x4 @ EA. END. xx x'-x" REF XX XX INDICATES SHEARWALL STRAP, SEE REFERENCE DETAIL 1/SD3 POST SIZE, SEE POST SCHEDULE. XX XPOST SCHEDULE: POST SIZESYM. 24 224 324 26 226 2X4 STUD (2)-2X4 BUNDLED STUD (3)-2X4 BUNDLED STUD 2X6 STUD (2)-2X6 BUNDLED STUD 326 44 46 66 (3)-2X6 BUNDLED STUD 4X4 POST 4X6 POST 6X6 POST POST SIZESYM.MARK JOIST SPECIFICATIONS R1 ROOF JOIST 2 x 10 DFL#2 @ 16" O.C. R2 R3 ROOF JOIST 1 3/4" x 9 1/4" PSL @ 12" O.C. ROOF JOIST 3 1/2" x 9 1/4" PSL @ 16" O.C. (ALT. OPT.) F1 F2 ROOF JOIST 2-2 x 10 DFL#2 @ 16" O.C. FLOOR JOIST 2 x 10 DFL#2 @ 16" O.C. FLOOR JOIST 2-2 x 10 DFL#2 @ 16" O.C. MARK STRAP STRAP LENGTH NAILS/ SPACING REFERENCE DETAIL 8d BOX/SINKER @ 4-1/8" 8d BOX/SINKER @ 4-1/8" 16d SINKER @ 4-1/2" CS16 (2)CS16 CMSTC16 5 6 7 3' - 6" 3' - 6" 3' - 6" 5/SD2 CS16 (2)CS16 CMSTC16 10 11 12 3' - 6" 3' - 6" 3' - 6" 8d BOX/SINKER @ 4-1/8" O.C. 8d BOX/SINKER @ 4-1/8" O.C. 16d SINKER @ 4-1/2" 15/SD3 16d SINKER @ 4-1/2" CS16 (2)CS16 CMSTC16 13 14 15 3' - 6" 3' - 6" 3' - 6" 8d BOX/SINKER @ 4-1/8" O.C. 8d BOX/SINKER @ 4-1/8" O.C.16/SD3 16d SINKER @ 4-1/2" CS16 (2)CS16 CMSTC16 16 17 18 3' - 6" 3' - 6" 3' - 6" 8d BOX/SINKER @ 4-1/8" O.C. 8d BOX/SINKER @ 4-1/8" O.C.17/SD3 CS1623 7' - 0"8d BOX/SINKER @ 4-1/8" O.C.4/SD4 4. THE FOLLOWING TRIMMER SCHEDULE SHOULD BE USED FOR HEADERS IN BEARING WALLS, U.N.O. ON THE PLAN. REQUIRED TRIMMER MUST BE APPLIED @ EACH END OF HEADER. CLEAR SPAN, L L ≤ 6'-0"6'-0" < L ≤ 10'-0" L ≥ 10'-0" 2 x 4 2-2 x 4 2-2X4 U.N.O. PER PLAN LUS FACE MOUNT TOP FLANGED HANGER TYPEMEMBER 2X JOIST 4X, 6X, LSL or PSL TJI I-JOIST JB HU W/ MAX.BA IUS ITS - 2x4's @ 16" o.c. maximum 14'-0" height - 2x6's @ 16" o.c. maximum 20'-0" height 5. BUILDING CODE 2308.9.1 BALLOON FRAMED WALLS (NON-BEARING) STUD HEIGHTS: F3 FLOOR JOIST 1 3/4" x 9 1/4" PSL @ 16" O.C. F4 FLOOR JOIST 1 3/4" x 9 1/4" PSL @ 12" O.C. FLOOR JOIST 3 1/2" x 9 1/4" PSL @ 16" O.C. (ALT. OPT.) F5 FLOOR JOIST 3 1/2" x 9 1/4" PSL @ 16" O.C. F6 DECK JOIST 2 x 8 DFL#2 @ 16" O.C. F7 CORRIDOR JOIST 2 x 8 DFL#2 @ 16" O.C. F8 CORRIDOR JOIST 2-2 x 8 DFL#2 @ 16" O.C. F9 DECK JOIST 2 x 8 DFL#2 @ 16" O.C. AT STAIR LANDINGCS16 (2)CS16 19 20 3' - 6" 3' - 6" 8d BOX/SINKER @ 4-1/8" O.C. 8d BOX/SINKER @ 4-1/8" O.C. 3/SD4 CONINUOUS TOP PLATES AT PARTY WALLS OR STRAP PLATES W/ MST48 STRAP. INSTALL SHEAR PANELS WHERE OCCURRED. X 1 2 3 4 ALLOW RIP 1/4" PER FT. MAX. AT DECK SLOPE TO DRAIN.5 UP 1 8 R @6 . 7 2 " E A . DN 1 8 R @6 . 7 2 " E A . UP 18R @6.72" EA. DN 18R @6.72" EA. ANGEL DECK AT 3RD FLOOR RECTANGULAR DECK AT 4TH FLOOR 6 x 6 6 x 6 6 x 6 6 x 6 6 x 6 6 x 6 6 x 6 6 x 6 6 x 8 6 x 6 4 x 6 HUC 7 17 18 4 x 8 F L CANT. 5 1/4" x 9 1/4" PSL FL 4 x 1 0 F L 3 1/2" x 9 1/4" PSL @ 16" O.C. CANT. 3 1/2" x 9 1/4" PSL @ 12" O.C. 14 8A 8 2- 2 x 1 0 @ 1 6 " O . C . 8B 2 x 1 0 @ 1 6 " O . C . , T Y P . 9 SD2 9 SD2 9 SD3 W/ P C 7 SD3 7 SD3 5 SD3 W/ E N 18 SD3 18 SD3 6 x 6 6 x 6 6 x 6 6 x 6 6 x 6 6 x 6 6 x 6 6 x 8 HUC 4 x 6 3 1/2"x 9 1/4" PSL @ 16" O.C. CANT. 5 1/4" x 9 1/4" PSL FL 3 1 / 2 " x 7 " P S L 5 1/4" x 9 1/4 PSL FL 1 2A 6 5 6 x 66 x 6 16 CANT. 3 1/2"x 9 1/4" PSL @ 16" O.C. 2-2 x 10 @ 16" O.C. 2 2 x 10 @ 16" O.C. 9 SD2 9 SD3 EC C QW/ 9 SD2 9 SD2 7 SD3 18 SD3 5 SD3 FL W / E N 18 SD3 6 x 6 6 x 6 6 x 6 6 x 6 4 x 6 4 x 6 4 x 1 0 F L 4 x 8 HUC 20 4 x 8 FL W/ EN 18 CA N T . 5 1 / 4 " x 9 1 / 4 " P S L F L 21 6 x 6 6 x 6 6 x 6 2 x 10 @ 16" O.C., TYP. 10 SD3 9 SD2 10 SD3 7 SD3 7 SD3 18 SD3 18 SD3 6 x 6 6 x 6 6 x 6 4 x 6 4 x 6 4 x 1 0 F L 4 x 8 HUC 20 4 x 8 FL W/ EN 18 CA N T . 5 1 / 4 " x 9 1 / 4 " P S L F L 21 2 x 10 @ 16" O.C., TYP. 10 SD3 9 SD2 6 x 6 7 SD3 7 SD3 18 SD3 18 SD3 10 SD3 6 x 6 6 x 6 6 x 6 6 x 6 4 x 6 4 x 6 4 x 1 0 F L 4 x 8 HUC 20 4 x 8 FL W/ EN 18 CA N T . 5 1 / 4 " x 9 1 / 4 " P S L F L 21 2 x 10 @ 16" O.C., TYP. 10 SD3 9 SD2 18 SD3 7 SD3 7 SD3 10 SD3 18 SD3 6 x 6 6 x 6 6 x 6 4 x 6 4 x 6 4 x 1 0 F L 4 x 8 HUC 20 4 x 8 FL W/ EN 18 CA N T . 5 1 / 4 " x 9 1 / 4 " P S L F L 21 2 x 10 @ 16" O.C., TYP. 10 SD3 9 SD2 6 x 6 7 SD3 7 SD3 18 SD3 18 SD3 10 SD3 6 x 6 6 x 6 6 x 6 6 x 6 4 x 6 4 x 6 4 x 1 0 F L 4 x 8 HUC 20 4 x 8 FL W/ EN 18 CA N T . 5 1 / 4 " x 9 1 / 4 " P S L F L 21 6 x 6 2 x 10 @ 16" O.C., TYP. 10 SD3 9 SD2 7 SD3 7 SD3 18 SD3 18 SD3 10 SD3 4 x 8 F L W / E N 4 x 6 4 x 6 3 1/2" x 9 1/4" 3 1/2" x 9 1/4" HU HU 6 x 6 4 x 8 FL 6 x 6 24 5 1 / 4 " x 9 1 / 4 " P S L F L W / E N 25 22 2- 2 x 8 @ 1 6 " O . C . 5 1 / 4 " x 7 " P S L F L W / E N 5 1 / 4 " x 9 1 / 4 " P S L F L W / E N 26 1.3 2.3 3.3 4.3 5.3 6.3 7.3 A.3 B.3 C.3 D.3 6 x 6 6 x 6 6 x 6 6 x 6 4 x 6 4 x 6 4 x 1 0 F L 4 x 8 HUC 20 4 x 8 FL W/ EN 18 CA N T . 5 1 / 4 " x 9 1 / 4 " P S L F L 21 6 x 6 2 x 10 @ 16" O.C., TYP. 10 SD3 9 SD2 7 SD3 7 SD3 18 SD3 18 SD3 10 SD3 6 x 6 6 x 6 6 x 1 0 6 x 8 3'-6" B S2S2 6'-0" B S2S2 4'-0" C S3S3 3'-3" B S2S2 3'-3" B S2S2 6 x 6 11'-3" B S2S2 6'-0" B S2S2 6'-0" B S2S2 9'-6" BS2 S2 8'-0" BS2 S2 11'-0" BS2 S2 9'-9" BS2 5'-6" BS2 S2 12'-0" BS2 S2 19'-9" AS1 19'-9" A S1S1 8'-0" A S2S2 9'-9" A S2S2 8'-0" A S2S2 4'-0" CS2 S2 2'-9" CS2 5'-3" C 2'-9" C S2 7'-9" CS2 S2 2'-9" CS2 5'-3" C 2'-9" C S2 7'-9" CS2 S2 2'-9" CS2 2'-9" C S2 5'-6" CS2 S3 5' - 0 " C S2 3' - 9 " C 4' - 0 " C S2 7' - 6 " C 6' - 0 " C S2 2' - 6 " C S2 20 ' - 0 " B S1 S1 20 ' - 0 " A S1 S1 20 ' - 0 " A S1 S1 S1 S2 12 ' - 9 " B S2 S2 S2 4' - 9 " A S3 S3 26 ' - 0 " A S2 4' - 0 " B S2 S2 5' - 9 " B S2 S2 4' - 0 " B S2 20 ' - 0 " A 24 ' - 0 " B W/ EN RIM JOIST JOIST RIM F1 F1 F1 F1F1 F1 F1 F1 F1 F1 F1 F1 F1 F1 F1 F1 F1 F1 F1 F1 F1 F1 F1 F1 F1 F1F1 F1 F1 F1 F1 F2 F5 F5 F5 F5 F2 F7 F7 F7F8F7F8F7 F7 F8 F8 F7 F8 F7 F8 F7 F8 F7 F7 DB L . J O I S T S W / E N 14 2X B L K ' G W / E N 10 DB L . J O I S T S W / E N 6 2- 2 X B L K ' G W / E N ( L = 8 ' - 0 " ) 11 JO I S T S W / E N 6 2- 2 X B L K ' G W / E N 11 W/ E N 6 2- 2 X B L K ' G W / E N 11 6 11 6 11 14 11 7 11 7 6 2X B L K ' G W / E N 10 DB L . J O I S T S W / E N 6 5 DBL. JOISTS W/EN 6 W/ EN 7 7 6 6 DBL. JOISTS W/EN 2X BLK'G W/EN 10 10 2X BLK'G W/EN 10 10 2X BLK'G W/EN 10 10 2X BLK'G 10 W/ EN 10 2X BLK'G W/ EN 2X BLK'G W/ EN 2X BLK'G W/ EN 1010 10 10 10 10 JOIST W/ EN 5 JOIST W/EN 5 JOIST W/EN 5 13 5 5 JOIST W/EN 5 JOIST W/EN 5 13 JOIST W/EN 5 46 66 226 224 224 226 226226226226 226 5 SD3 5 SD3 5 SD3 226 6 SD3 2X B L K ' G W / E N 10 5 SD3 5 SD3 PSL FL W/ EN PSL FL W/ EN 226 226 226 2X B L K ' G W / E N 10 DB L . J O I S T S W/ EN 5 5 8 SD3 2X B L K ' G W / E N 10 6 SD3 DB L . 6 SD3 JO I S T S W / E N DB L . S2 2- 2 X B L K ' G W / E N 2- 2 X B L K ' G W / E N JO I S T S W / E N DB L . 6 SD3 5 SD3 JO I S T S W / E N DB L . JO I S T S W / E N DB L . 2- 2 X B L K ' G W / E N 2- 2 X B L K ' G W / E N L= 1 0 ' - 0 " DB L . J O I S T S W/ E N 5 SD3 5 226 46 5 SD3 2X B L K ' G W / E N 10 226 226 226 5 SD3 DBL. JOISTS 2X B L K ' G W / E N 10 L= 6 ' - 0 " 5 x 1/4" x 9 1/4" PSL RIM 5 SD4 7 5 SD3 5 SD3 5 JOIST 13 W/EN 24 ' - 0 " B S1 S1 20 ' - 0 " A S1 S1 S1 6 SD3 S2 W/ EN 5 6 W/ E N JO I S T 2X B L K ' G W / E N 5 5 5 5 SD3 2X BLK'G W/EN 10 5 SD3 7 SD2 TYP. 6 SD3 46 S1 46 226 226 226 226 226 L= 8 ' - 0 " L= 6 ' - 0 " L= 6 ' - 0 " L= 1 0 ' - 0 " L= 1 0 ' - 0 " L= 1 0 ' - 0 " L= 1 0 ' - 0 " L= 1 0 ' - 0 " L= 6 ' - 0 " L= 6 ' - 0 " L=6'-0" 8 SD3 JOIST W/EN 8 SD2 8 SD2 8 SD2 8 SD2 8 SD2 8 SD2 8 SD2 18 SD3 9 SD2 9 SD2 9 SD2 9 SD2 9 SD2 9 SD2 11 SD3 9 SD2 8 SD2 8 SD2 8 SD3 8 SD3 8 SD3 8 SD3 8 SD3 6 SD3 JOIST W/ EN 13 3/4" LEVELROCK TOPPING ON TOP OF FLOOR DIAPHRAGM 3/4" LEVELROCK TOPPING ON TOP OF FLOOR DIAPHRAGM 5 5 5 55555 2X B L K ' G W / E N 10 L= 6 ' - 0 " 2X B L K ' G 10 W/ E N ( L = 6 ' - 0 " ) 444 4 4 4 4 4 4 4 4 RESTRICTIVE NOTICE DATE REVISIONS SHEET DESCRIPTION PROJECT OWNER PROJECT ADDRESS STAMP NO: REVISIONS DATE SIGNED: 4/7/25 THESE DESIGNS, DRAWINGS, AND SPECIFICATIONS ARE THE EXCLUSIVE PROPERTY OF DONG ENGINEERING. THESE DRAWINGS CANNOT BE COPIED, TRANSFERRED, OR REPRODUCED NOR CAN ANY OTHER STRUCTURES BE BUILT FROM THEM WITHOUT WRITTEN CONSENT. SHEET DE#: TEL- 714-617-5979 GARDEN GROVE, CA 92841 7661 GARDEN GROVE BLVD., DONG ENGINEERING, INC. INFO@DONGENGINEERING.COM 240022 22 U N I T S R E S I D E N C E 32 2 N . H A R B O R B L V D , S A N T A A N A C A 9 2 7 0 3 30 , 5 8 2 S F G R O S S B U I L D I N G A R E A S5 4TH FLOOR FRAMING PLAN SCALE: 4TH FLOOR FRAMING PLAN 3/16" = 1'-0" X SDX DETAIL NUMBER DETAIL SHEET NUMBER CALIFORNIA FRAMING BEAM NUMBER, REFER TO CALCULATIONS. LEGEND: INDICATES ROOF JOIST, SEE JOISTS TABLE X 6X6 INDICATES BEAM SIZE (DFL HEADER/DROP) U.N.O. BEARING WALLS, SEE PLAN. INDICATES DECK JOIST, SEE JOISTS TABLE INDICATES FLOOR JOIST, SEE JOISTS TABLE 1. REFER TO STRUCTURAL GENERAL NOTES AND DETAIL SHEETS S.0 FOR MORE INFORMATION. 3. HANGERS FOR FLUSH FRAMED MEMBERS SHALL BE SIMPSON STRONG-TIE AS FOLLOWS U.N.O.: 2. ALL VERTICAL PIPES THROUGH PLATES AND/OR SOLID RIM BEAMS MUST BE DRILLED CLEAN CUT W/ 1/16" TOLERANCE. DO NOT NOTCH OR CUT PLATES. 6. BEARING STUD HEIGHTS: - 2x4's @ 16" o.c. maximum 10'-0" height - 2x6's @ 16" o.c. maximum 16'-0" height FRAMING NOTES: 7. DOUBLE TOP PLATE AT ALL SHEAR WALL LINES SHALL BE SPLICED PER DETAIL 16/SD2. STRAPS SCHEDULE:JOISTS TABLE: CONSTRUCTION KEY NOTES: ALIGN STUD(S) / POST(S) WITH UPPER FLOOR STUD(S) / POST(S) AND PROVIDE SOLID BLOCKING BETWEEN FLOOR PROVIDE SOLID BLOCKING UNDER GIRDER / BEAM. LINE OF 2X BLOCKING W/ EDGE NAIL. & CONTINUOUS CS16 STRAP OVER U.N.O. SEE PLAN FOR NUMBER OF BAYS. SHEAR PANEL LENGTH AND NUMBER. SEE SW SCHED. FOR PANEL TYPE, MIN. 2x4 @ EA. END. xx x'-x" REF XX XX INDICATES SHEARWALL STRAP, SEE REFERENCE DETAIL 1/SD3 POST SIZE, SEE POST SCHEDULE. XX XPOST SCHEDULE: POST SIZESYM. 24 224 324 26 226 2X4 STUD (2)-2X4 BUNDLED STUD (3)-2X4 BUNDLED STUD 2X6 STUD (2)-2X6 BUNDLED STUD 326 44 46 66 (3)-2X6 BUNDLED STUD 4X4 POST 4X6 POST 6X6 POST POST SIZESYM.MARK JOIST SPECIFICATIONS R1 ROOF JOIST 2 x 10 DFL#2 @ 16" O.C. R2 R3 ROOF JOIST 1 3/4" x 9 1/4" PSL @ 12" O.C. ROOF JOIST 3 1/2" x 9 1/4" PSL @ 16" O.C. (ALT. OPT.) F1 F2 ROOF JOIST 2-2 x 10 DFL#2 @ 16" O.C. FLOOR JOIST 2 x 10 DFL#2 @ 16" O.C. FLOOR JOIST 2-2 x 10 DFL#2 @ 16" O.C. MARK STRAP STRAP LENGTH NAILS/ SPACING REFERENCE DETAIL 8d BOX/SINKER @ 4-1/8" 8d BOX/SINKER @ 4-1/8" 16d SINKER @ 4-1/2" CS16 (2)CS16 CMSTC16 5 6 7 3' - 6" 3' - 6" 3' - 6" 5/SD2 CS16 (2)CS16 CMSTC16 10 11 12 3' - 6" 3' - 6" 3' - 6" 8d BOX/SINKER @ 4-1/8" O.C. 8d BOX/SINKER @ 4-1/8" O.C. 16d SINKER @ 4-1/2" 15/SD3 16d SINKER @ 4-1/2" CS16 (2)CS16 CMSTC16 13 14 15 3' - 6" 3' - 6" 3' - 6" 8d BOX/SINKER @ 4-1/8" O.C. 8d BOX/SINKER @ 4-1/8" O.C.16/SD3 16d SINKER @ 4-1/2" CS16 (2)CS16 CMSTC16 16 17 18 3' - 6" 3' - 6" 3' - 6" 8d BOX/SINKER @ 4-1/8" O.C. 8d BOX/SINKER @ 4-1/8" O.C.17/SD3 CS1623 7' - 0"8d BOX/SINKER @ 4-1/8" O.C.4/SD4 4. THE FOLLOWING TRIMMER SCHEDULE SHOULD BE USED FOR HEADERS IN BEARING WALLS, U.N.O. ON THE PLAN. REQUIRED TRIMMER MUST BE APPLIED @ EACH END OF HEADER. CLEAR SPAN, L L ≤ 6'-0"6'-0" < L ≤ 10'-0" L ≥ 10'-0" 2 x 4 2-2 x 4 2-2X4 U.N.O. PER PLAN LUS FACE MOUNT TOP FLANGED HANGER TYPEMEMBER 2X JOIST 4X, 6X, LSL or PSL TJI I-JOIST JB HU W/ MAX.BA IUS ITS - 2x4's @ 16" o.c. maximum 14'-0" height - 2x6's @ 16" o.c. maximum 20'-0" height 5. BUILDING CODE 2308.9.1 BALLOON FRAMED WALLS (NON-BEARING) STUD HEIGHTS: F3 FLOOR JOIST 1 3/4" x 9 1/4" PSL @ 16" O.C. F4 FLOOR JOIST 1 3/4" x 9 1/4" PSL @ 12" O.C. FLOOR JOIST 3 1/2" x 9 1/4" PSL @ 16" O.C. (ALT. OPT.) F5 FLOOR JOIST 3 1/2" x 9 1/4" PSL @ 16" O.C. F6 DECK JOIST 2 x 8 DFL#2 @ 16" O.C. F7 CORRIDOR JOIST 2 x 8 DFL#2 @ 16" O.C. F8 CORRIDOR JOIST 2-2 x 8 DFL#2 @ 16" O.C. F9 DECK JOIST 2 x 8 DFL#2 @ 16" O.C. AT STAIR LANDINGCS16 (2)CS16 19 20 3' - 6" 3' - 6" 8d BOX/SINKER @ 4-1/8" O.C. 8d BOX/SINKER @ 4-1/8" O.C. 3/SD4 CONINUOUS TOP PLATES AT PARTY WALLS OR STRAP PLATES W/ MST48 STRAP. INSTALL SHEAR PANELS WHERE OCCURRED. X 1 2 3 4 ALLOW RIP 1/4" PER FT. MAX. AT DECK SLOPE TO DRAIN.5 UP 1 8 R @6 . 7 2 " E A . DN 1 8 R @6 . 7 2 " E A . UP 18R @6.72" EA. DN 18R @6.72" EA. ANGEL DECK AT 3RD FLOOR RECTANGULAR DECK AT 4TH FLOOR 6 x 6 6 x 6 6 x 6 6 x 6 4 x 6 4 x 6 4 x 1 0 F L 19 2 x 10 @ 16" O.C., TYP. 10 SD3 6 x 6 6 x 6 6 x 6 6 x 6 6 x 6 6 x 6 6 x 6 6 x 6 6 x 6 6 x 6 4 x 6 4 x 1 0 F L 12 3 1/2" x 9 1/4" PSL @ 16" O.C. ALT. OPT. 8D 1 3/4" x 9 1/4" PSL @ 12" O.C. 2 x 10 @ 16" O.C., TYP. 2- 2 x 1 0 @ 1 6 " O . C . 8C 13 6 x 6 6 x 6 6 x 6 6 x 6 6 x 6 6 x 6 6 x 6 6 x 6 6 x 6 6 x 6 3 1 / 2 " x 9 1 / 4 " P S L F L 4 x 6 3 1/2" x 9 1/4" PSL @ 16" O.C. ALT. OPT. 4A 16 a 3 1 3/4" x 9 1/4" PSL @ 12" O.C. 2 x 10 @ 16" O.C., TYP. 4 9 SD2 9 SD2 6 x 6 6 x 6 6 x 6 6 x 6 4 x 6 4 x 6 4 x 1 0 F L 19 6 x 6 2 x 10 @ 16" O.C., TYP. 10 SD3 6 x 6 6 x 6 6 x 6 6 x 6 4 x 6 4 x 6 4 x 1 0 F L 19 6 x 6 6 x 6 6 x 6 2 x 10 @ 16" O.C., TYP. 10 SD3 6 x 6 6 x 6 6 x 6 6 x 6 4 x 6 4 x 6 4 x 1 0 F L 19 2 x 10 @ 16" O.C., TYP. 10 SD3 6 x 6 6 x 6 6 x 6 6 x 6 4 x 6 4 x 6 4 x 1 0 F L 19 2 x 10 @ 16" O.C., TYP. 10 SD3 6 x 6 4 x 10 4 x 6 1 3/4" x 9 1/4" PSL FL W/ EN 1 3/4" x 9 1/4" PSL FL W/ EN 4 x 1 0 6 x 6 1.4 2.4 3.4 4.4 5.4 6.4 7.4 A.4 B.4 C.4 D.4 6 x 6 6 x 6 6 x 6 6 x 6 4 x 6 4 x 6 4 x 1 0 F L 19 6 x 6 2 x 10 @ 16" O.C., TYP. 10 SD3 6 x 1 0 6 x 6 6 x 8 3'-6" A S1S1 6'-0" A S1S1 4'-0" A S1S1 3'-3" A S1 3'-3" AS1 6 x 6 11'-3" A S1S1 6'-0" A S1S1 6'-0" A S1S1 9'-6" AS1 S1 8'-0" AS1 S1 11'-0" AS1 S1 9'-9" AS1 S1 5'-6" AS1 S1 12'-0" AS1 19'-9" A S1S1 19'-9" A S1S1 8'-0" A S1S1 9'-9" A S1S1 8'-0" AS1 S1 4'-0" AS1 S1 2'-9" AS1 5'-3" A 2'-9" A S1 7'-9" AS1 S1 2'-9" AS1 5'-3" A 2'-9" A S1 7'-9" AS1 S1 2'-9" AS1 2'-9" A S1 5'-6" AS1 S1 5' - 0 " A S1 3' - 9 " A 4' - 0 " A S1 7' - 6 " A 6' - 0 " A S1 2' - 6 " A 20 ' - 0 " A 20 ' - 0 " A 13 ' - 6 " A 20 ' - 0 " A 17 ' - 6 " A 12 ' - 9 " A 13 ' - 6 " A S1 S1 S1 S1 4' - 9 " A S1 S1 16 ' - 0 " A S1 S1 4' - 0 " A S1 S1 5' - 9 " A S1 S1 4' - 0 " A S1 S1 2 x 10 @ 16" O.C. 2 x 10 @ 16" O.C., TYP. 2 x 10 @ 16" O.C., TYP. R1 R1 R1 R1 R1 R1 R1 R1 R1 R1 R1 R1 R1 R1 R1 R1 R1R1R1R1R1R1R1 R1 R1R1R1R1 R1 R1 R1 R1 R1 R1 R3 R1 R2 R3 R2 4 x 10 FL W/ EN 4 x 10 FL W/ EN 226 S1 S1 226 226 226 TR TR 226 TR 226 TR 226226 226 226 FL W / E N 1 SD2 1 SD2 2 SD2 JO I S T W / E N 13 2X B L K ' G W / E N 10 4 x 1 0 1 SD2 4 SD2 JO I S T W / E N 5 2- 2 X B L K ' G W / E N ( L = 6 ' - 0 " ) 10 JO I S T W / E N 5 2X B L K ' G W / E N 10 W/ E N 5 2X B L K ' G W / E N 10 JO I S T W / E N 5 2X B L K ' G W / E N 10 JO I S T W / E N 5 2X B L K ' G W / E N 10 JO I S T W / E N 13 2X B L K ' G W / E N 11 JO I S T W / E N 5 2X B L K ' G W / E N 10 6 6 2X B L K ' G W / E N 10 2X B L K ' G W / E N 10 L= 8 ' - 0 " 4 SD2 4 SD2 2X B L K ' G W / E N 10 L= 5 ' - 0 " 2X B L K ' G W / E N 10 L= 5 ' - 0 " 4 SD2 3 SD2 3 SD2 1 SD2 4 SD2 3 SD2 4 SD2 3 SD2 3 SD2 4 SD2 1 SD2 1 SD2 1 SD2 R1 R1R1 6 SD2 6 SD2 6 SD2 FL W / E N 5 2X B L K ' G W / E N 10 L= 5 ' - 0 " 1 SD2 5 5 5 5 JOIST W/EN 5 DBL. JOISTS W/EN 6 6 6 6 DBL. JOISTS W/EN 2 SD2 1 SD2 2 SD2 1 SD2 3 SD2 3 SD2 1 SD2 JOIST W/EN 5 W/EN 10 10 2X BLK'G W/EN 10 10 JOIST W/EN 6 3 SD2 3 SD2 2X BLK'G W/EN 10 10 2X BLK'G 10 W/ EN 10 2X BLK'G W/ EN 2X BLK'G W/ EN 2X BLK'G W/ EN 1010 10 10 10 10 JOIST W/ EN 5 1 SD2 1 SD2 1 SD2 1 SD2 1 SD2 2 SD2 1 SD2 1 SD2 2 SD2 3 SD2 1 SD2 JOIST W/EN 5 JOIST W/EN 5 13 5 5 JOIST W/EN 5 JOIST W/EN 5 13 3 SD2 JOIST W/EN 5 JOIST W/EN 5 7 SD2 TYP. 17 SD2 TYP. 226FL W/ EN 5 JO I S T 5 20 ' - 0 " A 5 2X BLK'G W/ E N JO I S T 2X B L K ' G W / E N 10 4 SD2 226 2-2 x 10 @ 16" O.C. R3 1 3/4" x 9 1/4" PSL @ 12" O.C. 3 1/2" x 9 1/4" PSL @ 16" O.C. (ALT. OPT) R3 1 3/4" x 9 1/4" PSL @ 12" O.C. 3 1/2" x 9 1/4" PSL @ 16" O.C. (ALT. OPT) L= 8 ' - 0 " L= 6 ' - 0 " L= 6 ' - 0 " L= 6 ' - 0 " L= 6 ' - 0 " L= 6 ' - 0 " L= 6 ' - 0 " W/ E N L= 8 ' - 0 " L= 6 ' - 0 " W6 x 12 HOIST BM 9 SD2 9 SD2 9 SD2 9 SD2 9 SD2 9 SD2 9 SD2 9 SD2 8 SD2 8 SD2 8 SD2 8 SD2 8 SD2 8 SD2 8 SD2 11 SD3 8 SD2 8 SD2 4 4 4 4 4 4 4 4 4 4 4 4 5 5 46 46 RESTRICTIVE NOTICE DATE REVISIONS SHEET DESCRIPTION PROJECT OWNER PROJECT ADDRESS STAMP NO: REVISIONS DATE SIGNED: 4/7/25 THESE DESIGNS, DRAWINGS, AND SPECIFICATIONS ARE THE EXCLUSIVE PROPERTY OF DONG ENGINEERING. THESE DRAWINGS CANNOT BE COPIED, TRANSFERRED, OR REPRODUCED NOR CAN ANY OTHER STRUCTURES BE BUILT FROM THEM WITHOUT WRITTEN CONSENT. SHEET DE#: TEL- 714-617-5979 GARDEN GROVE, CA 92841 7661 GARDEN GROVE BLVD., DONG ENGINEERING, INC. INFO@DONGENGINEERING.COM 240022 22 U N I T S R E S I D E N C E 32 2 N . H A R B O R B L V D , S A N T A A N A C A 9 2 7 0 3 30 , 5 8 2 S F G R O S S B U I L D I N G A R E A S6 ROOF FRAMING PLAN SCALE: ROOF FRAMING PLAN 3/16" = 1'-0" RESTRICTIVE NOTICE DATE REVISIONS SHEET DESCRIPTION PROJECT OWNER PROJECT ADDRESS STAMP NO: REVISIONS DATE SIGNED: 4/8/25 THESE DESIGNS, DRAWINGS, AND SPECIFICATIONS ARE THE EXCLUSIVE PROPERTY OF DONG ENGINEERING. THESE DRAWINGS CANNOT BE COPIED, TRANSFERRED, OR REPRODUCED NOR CAN ANY OTHER STRUCTURES BE BUILT FROM THEM WITHOUT WRITTEN CONSENT. SHEET DE#: TEL- 714-617-5979 GARDEN GROVE, CA 92841 7661 GARDEN GROVE BLVD., DONG ENGINEERING, INC. INFO@DONGENGINEERING.COM 240022 22 U N I T S R E S I D E N C E 32 2 N . H A R B O R B L V D , S A N T A A N A C A 9 2 7 0 3 30 , 5 8 2 S F G R O S S B U I L D I N G A R E A SC1 STRUCTURAL DETAILS REINFORCING EMBEDMENT NOTES: 1.TOP BARS ARE HORIZ. BARS W/ MORE THAN 12" OF CONCRETE CAST BELOW THE BARS. BOTTOM BARS ARE ALL VERTICAL BARS & HORIZONTAL BARS W/ LESS THAN 12" OF CONCERTE CAST BELOW HORIZONTAL BARS. 2. 3.FOR LIGHTWEIGHT CONCRETE MULTIPLY THE LENGTHS IN THE SCHEDULE BY 1.3 . 4.FOR GRADE 75 REINFORCING MULTIPLY THE LENGTHS IN THE SCHEDULE BY 1.25 . 5.FOR 3 BAR BUNDLE MULTIPLY THE LENGTHS IN THE SCHEDULE BY 1.20 . FOR 4 BAR BUNDLE MULTIPLY THE LENGTHS IN THE SCHEDULE BY 1.33 . 6.FOR BUNDLED BARS, AN EFFECTIVE BAR DIA.(dbe) SHALL BE USED FOR DETERMINING COVER AND SPACING LIMITATIONS. A. FOR 2 BAR BUNDLE dbe = 1.60 (BAR AREA) B. FOR 3 BAR BUNDLE dbe = 1.95 (BAR AREA) C. FOR 4 BAR BUNDLE dbe = 2.26 (BAR AREA) STRAIGHT BARS AT A JOINT (SEISMIC ONLY) STANDARD HOOK DETAILS ALL HOOKED BARS SHALL EXTEND AS FAR AS POSSIBLE TO THE OPPOSITE FACE WITH A MIN. 2" END COVER AND EMBEDMENT NOT LESS THAN THE SCHEDULE. MINIMUM SIDE COVER = 2 1/2". FOR WALL FOOTING DOWEL EMBEDMENT LENGTHS, SEE "TYPICAL CONCRETE WALL DOWEL EMBEDMENT AND LAP SCHEDULE. 1. 2. 3. NOTES: 2" CLR FACE OF CONCRETE 4 db 4 db 5 db 2 1/2" MIN. EMBEDMENT LENGTH #3 THRU #8 #9, #10 & #11 FACE OF CONC OR POUR JOINT @ STD. HOOK OUTSIDE FACE OF CONFINING TIES @ SEISMIC HOOK LCC (EMBED. LENGTH - LCC) 1.6 LENGTH OF CONFINED CORE OF A COLUMN OR BOUNDARY ELEMENT FACE OF TIE OUTSIDE FACE OF TIE STRAIGHT BAR TERMINATED AT A JOINT SHALL PASS THROUGH THE CONFINED CORE OF A SEISMIC COLUMN OR BOUNDARY ELEMENT. ANY PORTION OF THE STRAIGHT EMBEDMENT NOT WITHIN THE CONFINED CORE SHALL BE 1. NOTE: INCREASED BY A FACTOR OF 1.6 . OUTSIDE BAR AREA (sq.in.)0.11 0.2 0.31 0.44 0.6 0.79 1 1.27 1.56 Diameter db 0.375 0.5 0.625 0.75 0.875 1 1.128 1.27 1.41 CATEGORY DESCRIPTION #3 #4 #5 #6 #7 #8 #9 #10 #11 TOP BOT TOP BOT TOP BOT TOP BOT TOP BOT TOP BOT TOP BOT TOP BOT TOP BOT 1 3000 16 12 18 14 22 17 26 20 38 29 43 33 49 37 55 42 61 47 4000 16 12 16 12 19 15 23 18 33 25 37 29 42 33 47 37 53 41 5000 16 12 16 12 17 13 20 16 29 23 34 26 38 29 43 33 47 36 6000 16 12 16 12 16 12 19 14 27 21 31 24 34 27 39 30 43 33 2 ALL OTHERS 3000 22 17 29 22 36 28 43 33 63 48 72 55 81 62 91 70 101 78 4000 19 15 25 19 31 24 37 29 54 42 62 48 70 54 79 61 87 67 5000 17 13 23 17 28 22 34 26 49 38 56 43 63 48 71 54 78 60 6000 16 12 21 16 26 20 31 24 45 34 51 39 57 44 64 50 71 55 3 3000 NA NA NA NA 54 42 65 50 94 72 107 83 121 93 136 105 151 116 4000 NA NA NA NA 47 36 56 43 81 63 93 72 105 81 118 91 131 101 5000 NA NA NA NA 42 32 50 39 73 56 83 64 94 72 106 81 117 90 6000 NA NA NA NA 38 30 46 35 67 51 76 59 85 66 96 74 107 82 SEISMIC 3000 23 16 30 22 37 27 45 32 52 37 59 43 67 48 75 54 84 60 4000 21 15 26 19 32 23 39 28 45 32 52 37 58 42 65 47 73 52 5000 21 15 23 17 29 21 35 25 40 29 46 33 52 37 59 42 65 47 6000 21 15 21 15 27 19 32 23 37 27 42 30 47 34 53 38 59 43 STANDARD ALL OTHERS 3000 6 8 10 12 14 16 18 20 22 4000 6 7 9 10 12 14 16 17 19 5000 6 6 8 9 11 12 14 16 17 6000 6 6 7 9 10 11 13 14 16 SEISMIC 3000 7 9 11 13 15 17 19 22 24 4000 6 8 10 11 13 15 17 19 21 5000 6 7 9 10 12 14 15 17 19 6000 6 6 8 9 11 12 14 16 17 db db 12 d b COVER >= 2db AND CLR. SPACING >= 4db COVER < db OR CLR. SPACING < 2db STRAIGHT BAR ANCHORED IN SEISMIC FRAME COLOR SHEAR WALL BOUNDARY HOOK ANCHORED IN SEISMIC FRAME COLOR SHEAR WALL BOUNDARY HOOK EMBEDMENT STRAIGHT TENSION EMBEDMENT (CLASS A) DEVELOPMENT TYPE NORMAL WEIGHT CONCRETE f'c PSI 111 TYPICAL STRAIGHT & HOOKED EMBEDMENT LENGTH SCHEDULE TYPICAL LAP SPLICES NON-CONTACT LAP CS = CLEAR SPACE STAGGERED SPLICING BAR SPACING 3 BAR BUNDLE WITH (dbe) DERIVED FROM THE EQUIVALENT TOTAL AREA OF 2 BARS DETERMINING APPROPRIATE CATEGORY SPLICE OR LAPPING BAR FOR SHEARWALLS, USE LAP CLASS SWL U.N.O. REFER ALSO TO "TYPICAL SHEARWALL LAP DETAILS" & "TYPICAL SHEARWALL BOUNDARY REINFORCING DIAGRAM". 1. REINFORCING SPLICE NOTES: 2.TOP BARS ARE HORIZ. BARS W/ MORE THAN 12" OF CONCRETE CAST BELOW THE BARS. BOTTOM BARS ARE ALL VERTICAL BARS & HORIZONTAL BARS W/ LESS THAN 12" OF CONCERTE CAST BELOW HORIZONTAL BARS. 3. 4.FOR LIGHTWEIGHT CONCRETE MULTIPLY THE LENGTHS IN THE SCHEDULE BY 1.3 . 5.FOR GRADE 75 REINFORCING MULTIPLY THE LENGTHS IN THE SCHEDULE BY 1.25 . 6.FOR 2 BAR BUNDLE MULTIPLY THE LENGTHS IN THE SCHEDULE BY 1.20 . FOR 3 BAR BUNDLE MULTIPLY THE LENGTHS IN THE SCHEDULE BY 1.33 . 7.FOR BUNDLED BARS, AN EFFECTIVE BAR DIA.(dbe) SHALL BE USED FOR DETERMINING COVER AND SPACING LIMITATIONS. A. FOR 2 BAR BUNDLE dbe = 1.60 (BAR AREA) B. FOR 3 BAR BUNDLE dbe = 1.95 (BAR AREA) 2 BUNDLE SPLICE DETAILS BUNDLE LAP SPLICES SEE NOTE 6 ALT. 1 SEE NOTE 6 ALT. 2 3 BUNDLE SPLICE DETAILS SEE NOTE 6 SEE NOTE 6 ALT. 1 ALT. 2 NOTE: BARS SHALL BE BUNDLED W/ NO MORE THAN 2 BARS IN THE SAME PLANE ( , , ). db (B A R D I A . ) BAR AREA (sq.in.)0.11 0.2 0.31 0.44 0.6 0.79 1 1.27 1.56 Diameter db 0.375 0.5 0.625 0.75 0.875 1 1.128 1.27 1.41 CATEGORY DESCRIPTION #3 #4 #5 #6 #7 #8 #9 #10 #11 TOP BOT TOP BOT TOP BOT TOP BOT TOP BOT TOP BOT TOP BOT TOP BOT TOP BOT CLASS B 1 3000 21 16 23 18 28 22 34 26 49 38 56 43 63 49 71 55 79 61 4000 21 16 21 16 25 19 29 23 43 33 49 37 55 42 62 47 68 53 5000 21 16 21 16 22 17 26 20 38 29 44 34 49 38 55 43 61 47 6000 21 16 21 16 21 16 24 19 35 27 40 31 45 34 50 39 56 43 2 3000 28 22 38 29 47 36 56 43 81 63 93 72 105 81 118 91 131 101 4000 25 19 33 25 41 31 49 37 71 54 81 62 91 70 102 79 114 87 5000 22 17 29 23 36 28 44 34 63 49 72 56 81 63 92 71 102 78 6000 21 16 27 21 33 26 40 31 58 45 66 51 74 57 84 64 93 71 3 3000 NA NA NA NA 70 54 84 64 122 94 139 107 157 121 177 136 196 151 4000 NA NA NA NA 61 47 73 56 106 81 121 93 136 105 153 118 170 131 5000 NA NA NA NA 54 42 65 50 95 73 108 83 121 94 137 105 152 117 6000 NA NA NA NA 50 38 59 46 86 67 99 76 111 85 125 96 139 107 CLASS SWL 3000 NA NA 48 34 59 43 71 51 83 59 95 68 107 77 120 86 134 96 4000 NA NA 41 20 52 37 62 44 72 52 82 59 93 66 104 75 116 83 5000 NA NA 37 27 46 33 55 40 64 46 74 53 83 59 93 67 104 74 6000 NA NA 34 24 42 30 51 36 59 42 67 48 76 54 85 61 95 68 NOTE: 1. USE CLASS SWL LAPS FOR ALL SEISMIC SPLICES LOCATED OUTSIDE FRAME COLUMNS, WALL BOUNDARIES, INCLUDING STRUTS. CHORDS AND DIAPHRAGM REINFORCING. SPLICE LENGTH SPLICE LENGTH SPLICE LENGTH SPLICE LENGTH SPLICE LENGTH CS CS CS LAP SPLICE LENGTH 'L' SEE SCHEDULE SHOP OFFSET LAP SLOPE 1:6 MAX. FOR COLUMNS 1:12 MAX. FOR BEAMS SPLICE LENGTH SPLICE LENGTH SPLICE LENGTH SPLICE LENGTH SPLICE LENGTH SPLICE LENGTH SPLICE LENGTH SPLICE LENGTH SPLICE LENGTH1 1 / 2 " M I N . 6" M A X . 3" M A X . CS COVER >= 2db AND CLR. SPACING >= 4db COVER < db OR CLR. SPACING < 2db ALL OTHERS SEE NOTE 1 BELOW DEVELOPMENT TYPE NORMAL WEIGHT CONCRETE f'c PSI 111 TYPICAL REINFORCING GRADE 60 SPLICE SCHEDULE TYPICAL WALL FOOTING CONSTRUCTION JOINT 8BSC311 TY P . 5 1 / 2 " CONSTRUCTION JOINT SHEAR KEYS FROM NOTES HEIGHT OF GRADE BEAM. 2. NUMBER OF 2x6'S USED FOR SHEAR KEY VARIES BASED ON FTG REINFORCEMENT, SEE PLAN 1. JOINT LOCATION SHALL BE PROVIDED BY STRUCTURAL ENGINEER. GR A D E B M DE P T H CONSTRUCTION JOINT CLASS 'B' SPLICE AT PROVIDE DOWELS FOR 2x6'S AS SHOWN PIPE SLEEVES THRU STRIP FTGS. GEN004 CONC WALL MI N . CONC. B PIPE SLEEVE B ELEVATION 1'-6" MIN. 6" M I N . NO P I P E IN T H I S H T FTG 2" 1" CLR TYP. PLACE A MIN. OF 3 DAYS CONC. OR LEAN CONC. FILL BEFORE PLACING CONC. FTG EXCAVATION A 1 2 THIS LINE FTG BELOW PARALLEL TO DO NOT EXCAVATE 18" MIN. NOTES: ALL SLEEVES SPACED CLOSER THAN ONE DIA. CLR. 10" PER THE TYP. WALL OPNG DET. "GROUPS" OF SLEEVES INCLUDES 1. REINFORCE OPNGS FOR SLEEVES OR GROUPS OF SLEEVES LARGER THAN 3. SEE MECH. & CIVIL DWGS FOR ADDL REQUIREMENTS AT SLEEVES. SECTION MATCH FTG WIDTH H H/ 3 MA X 6" 2. NO SLEEVE OR GROUP OF SLEEVES LARGER THAN 16". 2'-6" MAX HT. PLANTER @ PODIUM SLAB STD_01SC314 1" CL R 1'-6" 8" MI N 2-#4 CONT BOND BEAM NOTE: FOR WATER PROOFING, DRAINAGE, AND INFORMATION NOT SHOWN, SEE ARCH. & LANDSCAPE DRAWINGS. 2' - 6 " M A X . REMOVE FACE SHELL AT CELL CONTAINING DOWELS 6" OR 8" CMU PLANTER #4 HORIZ. AS SHOWN #4 @ 24" O.C. VERT. SEE ARCH OR TOPPING SLAB WATERPROOFING BY OTHERS PODIUM SLAB CAP, SEE ARCH EQ.EQ. SLOPE TO DRAIN WATERPROOFING BY OTHERS TOPPING SLAB #4 CONT RESTRICTIVE NOTICE DATE REVISIONS SHEET DESCRIPTION PROJECT OWNER PROJECT ADDRESS STAMP NO: REVISIONS DATE SIGNED: 4/8/25 THESE DESIGNS, DRAWINGS, AND SPECIFICATIONS ARE THE EXCLUSIVE PROPERTY OF DONG ENGINEERING. THESE DRAWINGS CANNOT BE COPIED, TRANSFERRED, OR REPRODUCED NOR CAN ANY OTHER STRUCTURES BE BUILT FROM THEM WITHOUT WRITTEN CONSENT. SHEET DE#: TEL- 714-617-5979 GARDEN GROVE, CA 92841 7661 GARDEN GROVE BLVD., DONG ENGINEERING, INC. INFO@DONGENGINEERING.COM 240022 22 U N I T S R E S I D E N C E 32 2 N . H A R B O R B L V D , S A N T A A N A C A 9 2 7 0 3 30 , 5 8 2 S F G R O S S B U I L D I N G A R E A SC2 STRUCTURAL DETAILS DRILLED-IN CONC. ANCHORS GEN027 SPACING 8" 10" 14" 15" MIN. ANCHOR 20" 16" 6" 12" 10 1/2" 11 1/4" 7 1/2" MIN. EDGE DISTANCE 5" DIA. 5/8" DRILL. BIT 3/4" 7/8" 1" MIN. EMBED. DEPTH 4" 7" 7 1/2" 15"1 3/8"10" 1 1/8"8" No. 4 No. 6 No. 8 No. 7 No. 5 DOWEL DIA. REBAR No. 9 REBAR DOWEL INSTALLATION SCHEDULE SPACING MIN. ANCHOR 3. MORTAR INTO HOLE. BLEED A NEW CARTRIDGE WITH 2 TO 3 PUMPS BEFORE INJECTING INFORMATION. INTO DRY HOLE. AIR. CLEAN HOLE WITH STEEL WIRE BRUSH AND INJECT ADHESIVE MIN. EDGE 10"7 1/2" 6 1/2" 10" DISTANCE 13 1/4" 8 1/2" NEW ROD INSTALL. 24" 12 1/2" 18" 16 1/2" 11 1/4"15" DRILL. BIT 9/16" 13/16" 11/16" DIA. THREADED 1/2" ROD DIA. 3/4" 5/8" 1 1/16" 1 1/2" 1" 1 1/4" 2. 1. STEEL BY SLIGHTLY RELOCATING HOLES. RECOMMENDED EPOXY INSTALLATION NOTES: 7/8"15/16" TIPPED DRILL OR CORING BIT. AVOID ANY EXISTING REINFORCING DRILL HOLE OF PROPER DEPTH AND DIAMETER USING A CARBIDE CLEAN DEBRIS FROM HOLE USING A BLOW BULB OR COMPRESSED THREADED ROD INSTALLATION SCHEDULE 8 1/4" 12" 7 1/2" 6 5/8" 5" 4 1/4" MIN. EMBED. DEPTH EXST'G REBAR INSTALL. 2/3 FULL. 5. 4. 7. 6. ELEMENT UNTIL GROUT HAS CURED. GROUTING AND ANCHOR INSTALLATIONS. HILTI HY-150 ADHESIVE ANCHORING SYSTEM 8.REFER TO HILTI PRODUCT TECHNICAL GUIDE FOR MORE CONTINUOUS DEPUTY FIELD INSPECTION IS REQUIRED FOR ALL PROVIDE SUPPORT FOR REBAR OR ROD BY TYING TO THE OTHER FILLING ALL VOIDS. (FOR THRU. BOLT INSTALLATIONS INJECT EPOXY INTO HOLE FROM EACH END TO ELIMINATE AIR VOIDS.) COAT DOWEL WITH SAME EPOXY GROUT AND INSERT INTO HOLE, FORCING MATERIAL AROUND SIDES OF THE BAR AND COMPLETELY PLACE EPOXY GROUT IN HOLE WITH CAULKING GUN OR SIMILAR EQUIPMENT STARTING AT BOTTOM. FILL HOLES APPROXIMATELY ICBO NO. 5193 / CITY OF LA. NO. RR 25257 HOLE SLOPED 22.5 (U.N.O.) 2 3 4 5 5431 5 3 4 2 3 4 15 TYPICAL SLEEVE DETAIL 5SC316 1/2" SUBJECT TO ENGINEER'S APPROVAL. DO NOT DAMAGE REINFORCING. SLEEVE MAY BE OMITTED IF HOLE IS CORE DRILLED. CORE DRILLING IS STEEL PIPE SHALL BE HOT DIP GALVANIZED AFTER FABRICATION. 8" DIA. SLEEVE AND LARGER, .25" THICK STEEL PIPE. OR SCHEDULE 60 PVC PIPE. 6" DIA. SLEEVES AND SMALLER, SCHEDULE 40 STEEL PIPE 4. 3. 2. 1. NOTES: SIDE OF SLAB WALLS OR UNDER POINT MORTAR AT MORTAR) (PACK WITH MAX. 3/4" SPACE MIN. 1/2" SPACE SYNTHETIC RUBBER PIPE WITH CAULKING AROUND MORTAR PACK WITH PIPE OR CONDUIT WALL OR SLAB FOR FIRE-RATED ASSEMBLY, SEE ARCH OR PLUMBING DWG.5. ON STRUCTURAL DWG. OBTAIN APPROVAL FROM ENGINEER OF RECORD FOR HOLES NOT SHOWN6. INTERIOR CONC. WALL FTG. 9SC315 INSIDE FACE OF WALL SUFACE OF ROUGHEN CONCRETE FOOTING DOWELS, SEE WALL ELEVATIONS 3" CLR., TYP. REINFORCING, SEE FOUNDATION PLAN 1. FOR FOOTING REINF. SEE FOUNDATION PLAN 2. FOR SHEAR REINF SEE WALL SCHEDULE. NOTES: MA T F N D FO O T I N G DO W E L L A P PE R S C H E D U L E VERT. & HORIZ. REINF. MAT FOUNDATION 2" C L R . SECTION @ ELEVATOR PIT 13SC315 CONC. WALL SEE PLAN #5 @ 12" O.C. VERT #5 @ 16" O.C. HORIZ 3" C L R . MAT SLAB 16 " T H K 5' - 0 " VE R I F Y W I T H EL E V A T O R M F R . #6 @ 12" O.C., E.W. SINGLE-STORY COL. & FTG. DETAIL IN FTG. MIN ONE TIE #4 TIE SEE COL. SCHED. COL. CAP, TYP. SEE PLAN 3" CL R . COL. CAP, TYP. MIN ONE TIE IN CL A S S B LA P S P L I C E SE E S C H E D 2" TYP. MAT SLAB CL R . 4" CL R A VIEW "A" PROVIDE 1/4" FELT BETWEEN COL./FTG & S.O.G. PREFORMED CIRCULAR OR RECTANGULAR COL., SEE PLAN S.O.G. CONTROL JT. 11 SC4 3 SC2 1 1 111 MAT FOUNDATION UNDER COLUMN DE P T H PE R P L A N TH I C K N E D MA T F O U N D A T I O N (6 " M A X ) CLASS B TYP. 3FLOOR SHEATHING AND NAILING PER NAILING SCHDL.FLOOR~1 1FLOOR SHEATHING AND NAILING PER NAILING SCHDL.FLOOR~1 2FLOOR SHEATHING AND NAILING PER NAILING SCHDL.FLOOR~1 7FLOOR SHEATHING AND NAILING PER NAILING SCHDL.FLOOR~14FLOOR SHEATHING AND NAILING PER NAILING SCHDL.FLOOR~1 1. MAT FOUNDATION SEE PLAN FOR REINFORCING SIZE AND SPACING. 2. TYPICAL MAT REINF. PER PLAN. 3. BENT REBARS TO MATCH MAT REINFORCING SIZE AND SPACING. 4. ADDITIONAL BOTTOM BARS WHERE OCCURS AT COLUMN LOCATION. 5. CONC. COLUMN PER PLAN W/ REINFORCEMENT PER COLUMN SCHEDULE, REFER TO DETAIL 10/SC4. 6. PAD FOOTING PER PLAN. 7. DOWEL REBAR MATCH VERTICAL REINF. 8. CLEAN AND ROUGHEN SURFACE WITH 1/4" MIN. AMPLITUDE. 5FLOOR SHEATHING AND NAILING PER NAILING SCHDL.FLOOR~1 6FLOOR SHEATHING AND NAILING PER NAILING SCHDL.FLOOR~1 2FLOOR SHEATHING AND NAILING PER NAILING SCHDL.FLOOR~1 8FLOOR SHEATHING AND NAILING PER NAILING SCHDL.FLOOR~1 INTERIOR CONCRETE PARTITION 10SC315 2" CL R 3" CL R CONCRETE WALL, SEE PLAN 2-#4 BOND BEAM REINF. SEE PLAN. MAT SLAB SEE PLAN FOR CONNECTION CONCRETE COLUMN SCHEDULE 2SC313 (8 ) # 5 fc'FLOOR LEVEL COLUMN C1 C2 PODIUM PARKING fc ' = 4 k s i #4 T I E (1 0 ) # 9 12 " x 2 4 " #4 T I E 10 " x 1 8 " (4 ) # 5 C3 #4 T I E 10 " x 1 0 " RESTRICTIVE NOTICE DATE REVISIONS SHEET DESCRIPTION PROJECT OWNER PROJECT ADDRESS STAMP NO: REVISIONS DATE SIGNED: 4/8/25 THESE DESIGNS, DRAWINGS, AND SPECIFICATIONS ARE THE EXCLUSIVE PROPERTY OF DONG ENGINEERING. THESE DRAWINGS CANNOT BE COPIED, TRANSFERRED, OR REPRODUCED NOR CAN ANY OTHER STRUCTURES BE BUILT FROM THEM WITHOUT WRITTEN CONSENT. SHEET DE#: TEL- 714-617-5979 GARDEN GROVE, CA 92841 7661 GARDEN GROVE BLVD., DONG ENGINEERING, INC. INFO@DONGENGINEERING.COM 240022 22 U N I T S R E S I D E N C E 32 2 N . H A R B O R B L V D , S A N T A A N A C A 9 2 7 0 3 30 , 5 8 2 S F G R O S S B U I L D I N G A R E A SC2.1 STRUCTURAL DETAILS TYPICAL 2-WAY SLAB SECTION AT COLUMN STRIP - MAT SLAB SOG1 W/ COLUMNS 2-#6 ALIGN 0.22 Ln 0.2 Ln 0.3 Ln (NOTE 1) (NOTE 1) 0.33 Ln L1WALL WALL OR COL. 0.22 Ln (NOTE 1) (NOTE 1) 0.33 Ln CL R CL R 1 1 / 2 " 0.22 Ln (NOTE 1) (NOTE 1) 0.33 Ln L2 L3 50% As (B) SHOWN ON PLAN As (T) SHOWN ON PLAN As (T) PASSING THRU COLUMN CORE. 6. MINIMUM TWO TOP BARS IN EACH DIRECTION INNER LAYER IN N-S DIRECTION. 5. PLACE OUTTER LAYER REINF IN E-W DIRECTION, 4. MINIMUM BAR SPACING @ 18" O.C. NOT SHOWN. 3. COLUMN RE-BAR, SLAB RE-BAR IN OTHER DIRECTION 2. Ln=LARGER OF ADJACENT CLEAR SPANS (L2 OR L3). 1. Ln=LARGER OF ADJACENT CLEAR SPANS (L1 OR L2). NOTES: 0" TY P CLASS A SPLICE 50% As (LONG) 50% As (SHORT) TYP., U.N.O. SPLICE CLASS B WALL OR COL. SEE NOTE 6 TYPICAL 2-WAY SLAB SECTION AT MIDDLE STRIP - MAT SLAB SOG2 0.22 Ln 0.22 Ln (SEE NOTE 1) L1WALL WALL OR COL., BEYOND CL R CL R 1 1 / 2 " L2 L3 SHOWN ON PLAN As (T) 12" LAP 0.15 L1 0.22 Ln (SEE NOTE 1)0.22 Ln (SEE NOTE 1) 0.15 L2 0.15 L2 NOTES: 1. Ln=LARGER OF ADJACENT CLEAR SPANS (L1 OR L2). 2. Ln=LARGER OF ADJACENT CLEAR SPANS (L2 OR L3). 3. COLUMN RE-BAR, SLAB RE-BAR IN OTHER DIRECTION NOT SHOWN. 4. MINIMUM BAR SPACING @ 18" O.C. 5. PLACE OUTTER LAYER REINF IN E-W DIRECTION, INNER LAYER IN N-S DIRECTION. 6. MINIMUM TWO BOTTOM BARS IN EACH DIRECTION PASSING THRU COLUMN CORE. 0" 50% As (T) SHORT 50% As (T) LONG As (B), SHOWN ON PLAN As (T) SHOWN ON PLAN 111 MAT FOUNDATION DETAIL 1. EXTERIOR WALL PER PLAN. 2. EXTERIOR WALL OR SHEAR WALL REBAR. REFER TO DETAIL 6/SC4. 3. MAT FOUNDATION THICKNESS AND REINFORCING PER PLAN. 4. TYPICAL 90o HOOK AT ENDS. 5. DOWELS TO MATCH VERTICAL REINF SIZE AND SPACING. 6. MAT FOUNDATION SUB-GRADE PER PLAN. CL A S S " B " LA P S P I L C E 1" CLR.1" CLR. 2" CLR. 2" C L R . 3" C L R . 4FLOOR SHEATHING AND NAILING PER NAILING SCHDL.FLOOR~1 3FLOOR SHEATHING AND NAILING PER NAILING SCHDL.FLOOR~1 5FLOOR SHEATHING AND NAILING PER NAILING SCHDL.FLOOR~1 1FLOOR SHEATHING AND NAILING PER NAILING SCHDL.FLOOR~1 DE P T H PE R P L A N 8" MI N . N.G. 2FLOOR SHEATHING AND NAILING PER NAILING SCHDL.FLOOR~1 6FLOOR SHEATHING AND NAILING PER NAILING SCHDL.FLOOR~1 111 TYPICAL MAT FOUNDATION CONSTRUCTION JOINT DETAIL CLASS B SPLICE 2'-0" TYP. H/ 3 H/ 3 H/ 3 H 5 1/2" 1 1 1 1 / 2 " DETAIL "A" NOTE: THE CONSTRUCTION JOINT SHALL BE LOCATED WITHIN THE MID THIRD OF THE COLUMN SPAN. SECOND POUR FIRST POUR 1FLOOR SHEATHING AND NAILING PER NAILING SCHDL.FLOOR~1 2FLOOR SHEATHING AND NAILING PER NAILING SCHDL.FLOOR~1 3FLOOR SHEATHING AND NAILING PER NAILING SCHDL.FLOOR~1 4FLOOR SHEATHING AND NAILING PER NAILING SCHDL.FLOOR~1 1. ROUGHEN FIRST POUR CONCRETE TO 1/4" AMPLITUDE. 2. CONT. SHEAR KEY. 3. CONTINUOUS WATERSTOP AT CONSTRUCTION JOINT PER ARCH. SPECS. 4. REBAR SIZE TO MATCH MAT REINF. SPACED @24"O.C. AFLOOR SHEATHING AND NAILING PER NAILING SCHDL.FLOOR~1 111 MAT FOUNDATION DETAIL SE E PL A N CLASS A EMBEDMENT TYP. 14"x14" MAX. PER PLAN 2" C L R . 3" C L R . DE P T H PE R P L A N 1FLOOR SHEATHING AND NAILING PER NAILING SCHDL.FLOOR~1 2FLOOR SHEATHING AND NAILING PER NAILING SCHDL.FLOOR~1 1. TO MATCH TOP REINFORCING OF MAT FOOTING PER PLAN. 2. MAT FOOTING PER PLAN. 111 MAT FOUNDATION DETAIL PER PLAN 2" C L R . 3" C L R . DE P T H PE R P L A N 4" MA X 3FLOOR SHEATHING AND NAILING PER NAILING SCHDL.FLOOR~1 2FLOOR SHEATHING AND NAILING PER NAILING SCHDL.FLOOR~11FLOOR SHEATHING AND NAILING PER NAILING SCHDL.FLOOR~1 1. TYPICAL ADD (1)#9 EXTEND 8'-0" BEYOND DEPRESSION. 2. MAT FOOTING PER PLAN. 3. TYPICAL BEND ALL CONTINUOUS REINFORCING INDICATED ON PLANS - 1:6 MAXIMUM SLOPE. CONCRETE WALL PER PLAN MAT FOUNDATION 111 MAT FOUNDATION TRANSITION 1 6 DOWEL TO MATCH W/ FOUNDATION REBAR MAT FOUNDATION REINF. PER PLAN DOWEL TO MATCH W/ VERTICAL REBAR TYPICAL 90° HOOK AT ENDS CLASS B LAP SPLICE 3" C L R . 2" C L R . 3" CLR. 2" CLR.1" CLR. RESTRICTIVE NOTICE DATE REVISIONS SHEET DESCRIPTION PROJECT OWNER PROJECT ADDRESS STAMP NO: REVISIONS DATE SIGNED: 4/8/25 THESE DESIGNS, DRAWINGS, AND SPECIFICATIONS ARE THE EXCLUSIVE PROPERTY OF DONG ENGINEERING. THESE DRAWINGS CANNOT BE COPIED, TRANSFERRED, OR REPRODUCED NOR CAN ANY OTHER STRUCTURES BE BUILT FROM THEM WITHOUT WRITTEN CONSENT. SHEET DE#: TEL- 714-617-5979 GARDEN GROVE, CA 92841 7661 GARDEN GROVE BLVD., DONG ENGINEERING, INC. INFO@DONGENGINEERING.COM 240022 22 U N I T S R E S I D E N C E 32 2 N . H A R B O R B L V D , S A N T A A N A C A 9 2 7 0 3 30 , 5 8 2 S F G R O S S B U I L D I N G A R E A SC2.2 STRUCTURAL DETAILS 111 TYPICAL MAT FOUNDATION AT ELVATOR PIT 3" C L R . 2" C L R . 2' - 0 " PI T D E P T H VE R I F Y W / A R C H ' L & E L E V . M A N U F . 2'-0" 2" C L R . 3" C L R . DE P T H PE R P L A N 1 1 4FLOOR SHEATHING AND NAILING PER NAILING SCHDL.FLOOR~1 3FLOOR SHEATHING AND NAILING PER NAILING SCHDL.FLOOR~1 1FLOOR SHEATHING AND NAILING PER NAILING SCHDL.FLOOR~1 2FLOOR SHEATHING AND NAILING PER NAILING SCHDL.FLOOR~1 1. TYPICAL #5@12 E.W. 2. ELEV. PIT PER PLAN. 3. TYPICAL MAT BOTTOM REINF. PER PLAN. 4. MAT FOOTING PER PLAN. 5. MAT FOUNDATION SUB-GRADE PER PLAN. CLASS "B" TYP. CLASS "A" EMBEDMENT TYP. 5FLOOR SHEATHING AND NAILING PER NAILING SCHDL.FLOOR~1 2' - 0 " PI T D E P T H VE R I F Y W / A R C H ' L & E L E V . M A N U F . 3" C L R . 2" C L R . DE P T H PE R P L A N 2'-0" 1 1 CLASS A EMBEDMENT TYP. CLASS B TYP. 2" C L R . 3" C L R . 1FLOOR SHEATHING AND NAILING PER NAILING SCHDL.FLOOR~1 2FLOOR SHEATHING AND NAILING PER NAILING SCHDL.FLOOR~1 3FLOOR SHEATHING AND NAILING PER NAILING SCHDL.FLOOR~1 5FLOOR SHEATHING AND NAILING PER NAILING SCHDL.FLOOR~1 111 TYPICAL MAT FOOTING AT ELVATOR PIT 1. MAT FOOTING PER PLAN. 2. TYPICAL MAT BOTTOM REINF. PER PLAN. 3. CONCRETE SHEAR WALL PER PLAN. 4. SHEAR WALL REBAR PER SHEAR WALL SCHEDULE, REFER TO DETAIL 6/SC4. 5. ELEV. PIT PER PLAN. 6. MAT FOUNDATION SUB-GRADE PER PLAN. 6FLOOR SHEATHING AND NAILING PER NAILING SCHDL.FLOOR~1 4FLOOR SHEATHING AND NAILING PER NAILING SCHDL.FLOOR~1 1 1 111 TYPICAL MAT FOUNDATION THICKNESS TRANSITION DE P T H PE R P L A N TH I C K N E D MA T F O U N D A T I O N (6 " M A X ) DE P T H PE R P L A N CLASS B TYP. 3FLOOR SHEATHING AND NAILING PER NAILING SCHDL.FLOOR~1 1FLOOR SHEATHING AND NAILING PER NAILING SCHDL.FLOOR~1 2FLOOR SHEATHING AND NAILING PER NAILING SCHDL.FLOOR~1 4FLOOR SHEATHING AND NAILING PER NAILING SCHDL.FLOOR~1 CLASS A EMBED 2FLOOR SHEATHING AND NAILING PER NAILING SCHDL.FLOOR~1 1. MAT FOUNDATION SEE PLAN FOR REINFORCING SIZE AND SPACING. 2. TYPICAL MAT BOTTOM REINF. PER PLAN. 3. TYPICAL BARS TO MATCH MAT REINFORCING SIZE AND SPACING. 4. CONT. ADDED BOTTOM BARS WHERE OCCURS PER PLAN. PDPAWL-125 (1 1/4" EMBED.) SCREW ANCHOR @ 4" O.C. METAL STUD. CONC. WALL. 111 METAL STUD TO CONC. WALL 111 TOP CLIP TO CONCRETE 4" CONCRETE WALL PLAN VIEW 1" M I N . 3" MIN. EDGE DIST. CONTINUOUS TOP TRACK ∠ 2" x 2" x 14 GA x 0' - 5 1/2" LONG (50 KSI STEEL) (4) #10 - 16 SCREWS @ EA. CLIP ∠ METAL STUD PDPAWL-125 (1 1/4" EMBED.) SCREW ANCHOR @ EA. SLIDE CLIP 3" MIN. EDGE DIST. (1) #10-16 SCREW @ EA. FLANGE. 111 TYPICAL BASE DETAIL METAL STUDS CONTINUOUS BOTT. TRACK. (1) #10 - 16 SCREW @ EA. FLANGE CONC. SLAB. 3" MIN. EDGE DIST. PDPAWL-125 @ STUD SPACING (1 1/4" EMB.) 4" MIN. FASTENER SPACING (4) PDPAWL-125 @ JAMB CONDITIONS MAINTAIN 4" MIN. FASTENER SPACING FOR ALL FASTENERS (U.N.O) RESTRICTIVE NOTICE DATE REVISIONS SHEET DESCRIPTION PROJECT OWNER PROJECT ADDRESS STAMP NO: REVISIONS DATE SIGNED: 4/8/25 THESE DESIGNS, DRAWINGS, AND SPECIFICATIONS ARE THE EXCLUSIVE PROPERTY OF DONG ENGINEERING. THESE DRAWINGS CANNOT BE COPIED, TRANSFERRED, OR REPRODUCED NOR CAN ANY OTHER STRUCTURES BE BUILT FROM THEM WITHOUT WRITTEN CONSENT. SHEET DE#: TEL- 714-617-5979 GARDEN GROVE, CA 92841 7661 GARDEN GROVE BLVD., DONG ENGINEERING, INC. INFO@DONGENGINEERING.COM 240022 22 U N I T S R E S I D E N C E 32 2 N . H A R B O R B L V D , S A N T A A N A C A 9 2 7 0 3 30 , 5 8 2 S F G R O S S B U I L D I N G A R E A SC3 STRUCTURAL DETAILS 111 TYPICAL 2-WAYS SLAB REINFORCING DIAGRAM @ COLUMN STRIP CL SUPPORT CL SUPPORT CALSS "B" 2" CLEAR * EQ.EQ. CLASS "B" 10.30Lc MIN. (0.33Lc MIN. WHERE DROP OCCURS) TO FACE OF SUPPORT BELOW.10.30Lc MIN. (0.33Lc MIN. WHERE DROP OCCURS) TO FACE OF SUPPORT BELOW. 2SPLICE AT COLUMN STRIP. 3SPLICE @ MID BAY RUN EVERY 3RD TOP BARS CONTINUOUS. Lc= CLEAR SPAN TO FACE OF SUPPORT BELOW L= SPAN 2" CLEAR EQ.EQ. 4TYPICAL TOP AND BOTTOM BARS EACH WAY SEE REINFORCING PLANS.1" C L R . 1" C L R . BARS IN SAME PLANE 5TYPICAL ADDED BOTTOM BARS 6TYPICAL ADDED TOP BARS 7PROVIDED STANDARD HOOK FOR ALL BARS AT DISCONTINUOUS END. 8DROP PANEL WHERE OCCURS PER PLAN. 3" MIN. 10.30Lc MIN. (0.33Lc MIN. WHERE DROP OCCURS) TO FACE OF SUPPORT BELOW.10.30Lc MIN. (0.33Lc MIN. WHERE DROP OCCURS) TO FACE OF SUPPORT BELOW. 8DROP PANEL WHERE OCCURS PER PLAN.9MINIMUN (2) CONT. BOTTOM BARS SHALL PASS THRU COLUMN CORE IN EACH DIRECTION AND SHALL TERMINATE WITH 90o STANDARD HOOK @ THE END SUPPORT SEE COLUMN STRIP PLAN VIEW ABOVE. 3" MIN. 10FACE OF SUPPORT. L/4 L/4L/4L/4 11ALL BOTTOM REINFORCING WITHIN L/4 ON EACH SIDE OF SUPPORT SALL BE CONTINUOUS BAR LAPS SHALL BE CLASS "B" AND SHALL BE CONTAINED WITHIN THIS AREA.11ALL BOTTOM REINFORCING WITHIN L/4 ON EACH SIDE OF SUPPORT SALL BE CONTINUOUS BAR LAPS SHALL BE CLASS "B" AND SHALL BE CONTAINED WITHIN THIS AREA. 1. 0.30Lc MIN. (0.33Lc MIN. WHERE DROP OCCURS) TO FACE OF SUPPORT BELOW. 2. SPLICE AT COLUMN STRIP. 3. SPLICE @ MID BAY RUN EVERY 3RD TOP BARS CONTINUOUS. 4. TYPICAL TOP AND BOTTOM BARS EACH WAY SEE REINFORCING PLANS. 5. TYPICAL ADDED BOTTOM BARS 6. TYPICAL ADDED TOP BARS 7. PROVIDED STANDARD HOOK FOR ALL BARS AT DISCONTINUOUS END. 8. DROP PANEL WHERE OCCURS PER PLAN. 9. MINIMUN (2) CONT. BOTTOM BARS SHALL PASS THRU COLUMN CORE IN EACH DIRECTION AND SHALL TERMINATE WITH 90o STANDARD HOOK @ THE END SUPPORT SEE COLUMN STRIP PLAN VIEW ABOVE. 10. FACE OF SUPPORT. 11. ALL BOTTOM REINFORCING WITHIN L/4 ON EACH SIDE OF SUPPORT SALL BE CONTINUOUS BAR LAPS SHALL BE CLASS "B" AND SHALL BE CONTAINED WITHIN THIS AREA. 10FACE OF SUPPORT. CL SUPPORT CL SUPPORT 111 TYPICAL 2-WAYS SLAB REINFORCING DIAGRAM @ MIDDLE STRIP BARS IN SAME PLANE L= SPAN CLASS "B" 3" MIN. 0.22Lc MIN. TO FACE OF SUPPORT BELOW 0.22Lc MIN. TO FACE OF SUPPORT BELOW 0.22Lc MIN. TO FACE OF SUPPORT BELOW 0.22Lc MIN. TO FACE OF SUPPORT BELOW DROP PANEL WHERE OCCURS PER PLAN COLUMN BEYOND 6" MIN. SPLICE UNLESS NOTED OTHERWISE ON PLAN. TYPICAL ADDED BOTTOM BARS 0.15Lc MAX. FOR INTERIOR SUPPORT ONLY. DROP PANEL WHERE OCCURS PER PLAN SPLICE @ MID BAY RUN EVERY 3RD TOP BARS CONTINUOUS OPEN EQ . EQ . 6'-0" MAX 3" MAX CLR. 111 OPENING IN SUSPENDED SLAB NOTE: 1.AT EDGE OF SLAB LOCATIONS, HOOK REINF. INTO OPPOSITE FACE OF WALL OR BEAM. PROVIDE 1/2 OF INTERRUPTED REINF. @ EA. SIDE OF OPENING @ 3" O.C. MIN. 2 BARS EXCEPT NONE REQD IF NO REINF. INTERRUPTED OPPOSITE FACE OF BEAM OR WALL 2-#5X6'-0" T & B @ EA. CORNER CENTER OF SLAB STD 180 HK @ INTERRUPTED T & B SLAB REINF. @ OPENING TYP. 1.4 "L" TYP. EQ. ( T Y P ) EQ . ( T Y P ) 2' - 0 " M A X 6" MIN. 2'-0" MAX. 2' TYP. 1. REINF. SIMILAR FOR CIRCULAR OPENINGS. 2. FOR OPENINGS LARGER THAN 2'-0", SEE PLAN FOR TRIM REINF. 3. OPENINGS LARGER THAN 2'-0" NOT SHOWN ON STRUCTURAL PLANS MUST BE APPROVED BY STRUCTURAL ENGINEER PRIOR TO CONSTRUCTION. NOTES: 111 OPENING IN SLAB ADD 2-#4 TOP & BOTTOM EA.SIDE OPEN ADD 2-#4 X 4'-0" AT CENTER OF SLAB AT EA. CORNER 2" 6'-0" 6' - 0 " INTERSECTION OF FIRST BAR AND INSIDE FACE OF WALL (WHERE OCCURS) #5 @ 16" O.C. (B) #5 X 12'-0" @ 6" O.C. (T) 32" T & B32"(1) #5 x 111 SLAB CORNER BARS PERIMETER WALL, BELOW SLAB (6) #5 x 7'-0" @ 16" O.C. (T) EA. WAY 1 1/2" CLR. 24" MIN. TYP. 24 " M I N . TY P . 111 TRIM BARS FOR INT. OPENING NOTES: 1.ALL OPENINGS LARGER THAN 12" SHALL BE TRIMMED AS SHOWN. 2.THESE BARS ARE IN ADDITION TO REBAR SHOWN ON PLANS. 3.FOR MULTIPLE OPENINGS SEE X/SCX 4.FOR REINF. @ OPENINGS < 24" SEE X/SCX REINFORCING, SEE SCHEDULE BELOW 1-#5 X 3'-0" T & B, TYP.SEE SCHEDULE BELOW MAX. OPENING DIMENSION 2'-6" & LARGER 24" TO 2'-6" MAX. OPENING DIMENSION REINFORCING 1-#5 T & B, EA. SIDE 2-#5 T & B, EA. SIDE 1 1/2" CLR. 36" 111 TRIM BARS FOR OPENING @ EDGE NOTES: 1.ALL OPENINGS LARGER THAN 12" SHALL BE TRIMMED AS SHOWN. 2.THESE BARS ARE IN ADDITION TO REBAR SHOWN ON PLANS. 3.FOR MULTIPLE OPENINGS SEE 11/SC3 2-#5 T & B, EA. SIDE 1-#5 T & B, EA. SIDE 1-#5 EA. SIDE12" TO 18" 18" TO 2'-6" 2'-6" & LARGER SLAB EDGE 1-#5 T & B, TYP. REINFORCING, SEE SCHEDULE BELOW 1-#5 X 3'-0" T & B, TYP. SEE SCHEDULE BELOW MAX. OPENING DIMENSION 24"MIN. TYP. 24 " M I N . T Y P . MAX. OPENING DIMENSION REINFORCING 111 TRIM BARS @ RE-ENTRANT CORNERS 3'-0" 3'-0" (1) #5 x 7'-0" T & B, TYP. U.N.O. (1) #5 x 6'-0" T & B, TYP. U.N.O. 111 TRIM BARS FOR MULTIPLE OPENING NOTE: INSERTS WHICH ARE CLOSER TO ONE ANOTHER THAN THE DIAMETER OF THE LARGER OF THE TWO ARE CONSIDERED TO FORM A COMBINED OPENING REFER TO X/SCX 1-#5 T & B NO TRIM BARS REINFORCINGMAX. OPENING DIMENSION, L LESS THAN 12" 12" TO 24" 24" & LARGER L = ACTUAL (24" MIN.) TRIM BARS U.N.O. 12" TYP. 12" 15 " 1'-0"SEE ARCH. DWGS. SE E A R C H . D W G S . 2" C L R . 8" M I N . 1"CL R 2" C L R 111 TYP. STAIR DETAIL GROUND TO FLOOR #4 @ 12" O.C. (B) DOWELED INTO SUPPORTING WALLS #4 @ 12" O.C. (B) @ 12" O.C. 24" #4 12 " 1-#5 CONT. TYP. U.N.O. ON PLANS S.O.G.S.O.G. #3 NOSING BARS #3 @ 18" O.C. #4 24" 16" @ 12" O.C. 2x4 SHAPED KEY SLAB WALL LENGTH 111 ADDED REBARS @ INTERIOR SHEARWALLS (1) #5 x 12'-0" EACH T & B 10 ' - 0 " 10 ' - 0 " 10'-0"10'-0" #4 @ 12" O.C. ALT. T & B (21 BARS TOTAL) PLAN NOTE: SEE FRAMING PLAN FOR VARIATIONS. 3'-0" MIN 5 1 / 2 " M A X . SE E A R C H . D W G . #5 CONT 1 111 SLAB SECTION SLAB REINF. (B) SEE PLAN SLAB REINF. (T) SEE PLAN SLAB #5 @ 16" O.C. 7'-0" #5 CONT 6 MIN DESIGNATION ON PLAN CL A S S B PL A N SE E 1 1/2" CLR. LA P , S E E 1 , 2 / S C 1 CLASS B LAP LENGTH 111 WALL BELOW SLAB, FULL TIE INTENTIONALLY ROUGHEN JOINT TO 1/4" AMPLITUDE MIN., TYP. ALTERNATE HOOK @ CONT. SLAB CONDITION SLAB DOWEL SEE SCHED FOR SIZE & SPACING WALL, SEE SCHED. FOR REINF.SLAB CONT'D., WHERE OCCURS PL A N 3/ 4 T SE E 3"® STYROFOAM 3 1 / 2 " 1'-0" 4 1/2"3" 1 1 / 2 " 3" A 111 LOAD BRG. WALL - SLAB CONNECTION 8" CONCRETE WALL , SEE PLAN. WALL REINF., SEE PLAN. 2-#4 BOND BEAM OR EMBED 3/8"x5"x11" PLATE W/ 2 - 5/8"∅ NELSON STUD 2 - 3/4"∅ BOLT (FORM SAVER) SMOOTH TROWEL FINISH WITH TWO LAYERS OF 1/4" TEMPERED MASONITE W/ SMOOTH FACES IN CONTACT FOR NON-SOIL RETAINING CONDITION DESIGNATION ON PLAN VIEW "A" L6x6x1/2x18" LONG @ 6'-0" O.C. MAX. (2 MIN. PER WALL) 4"Øx1/4" THICK MIN., BEARING WASHER 3/4"Ø L-BOLT, 5" EMBEDMENT MIN. OPTIONAL: PROVIDE EMBED PLATE & WELD ANGLE TO PLATE 3/4"Ø BOLTS W/ STD. HOLE (IN FORM SAVER) NOTE: HAND TIGHTEN NUTS (75 DAYS MIN. AFTER P.T. SLAB POUR) SLOTTED HOLE TYP.CL R . RESTRICTIVE NOTICE DATE REVISIONS SHEET DESCRIPTION PROJECT OWNER PROJECT ADDRESS STAMP NO: REVISIONS DATE SIGNED: 4/8/25 THESE DESIGNS, DRAWINGS, AND SPECIFICATIONS ARE THE EXCLUSIVE PROPERTY OF DONG ENGINEERING. THESE DRAWINGS CANNOT BE COPIED, TRANSFERRED, OR REPRODUCED NOR CAN ANY OTHER STRUCTURES BE BUILT FROM THEM WITHOUT WRITTEN CONSENT. SHEET DE#: TEL- 714-617-5979 GARDEN GROVE, CA 92841 7661 GARDEN GROVE BLVD., DONG ENGINEERING, INC. INFO@DONGENGINEERING.COM 240022 22 U N I T S R E S I D E N C E 32 2 N . H A R B O R B L V D , S A N T A A N A C A 9 2 7 0 3 30 , 5 8 2 S F G R O S S B U I L D I N G A R E A SC4 STRUCTURAL DETAILS 1" CLR MIN. (TOSEE SCHED.SEE NOTE 3 AT FOUNDATION) DIAG. REINF., SEE SCHED. (OMIT DIAG. END OF HKS ONLY) STD HK ROTATE TO DOUBLE CURTAIN PROVIDE MIN CLR CL R 2" 4" ALL SIDES TRIM REINF.24" MIN. "L" OPEN A PROVIDE STD. HK AT END OF WALL OR EDGE OF OPNG "L" 48" M I N . 3"CLR MAX. 2" "L" ELEV. ELEV. REINF. TYP. WALL CL R 2" CLR MAX. 't' PLAN 2" 4" REINF. TRIM 180° HK TURN TO PROVIDE MIN CLR TRIM REINF. SINGLE CURTAIN TYP. WALL REINF. PLANA 't' 4. MAY OMIT DIAGONALS IF THE LARGEST OPENING DIMENSION IS LESS 3. AT SERIES OF OPNGS WHERE PIER OR SPANDREL IS NARROWER THAN 2. MIN. TRIM REINF. TO BE LARGER OF TYP WALL REINF. OR SIZE SHOWN 1. SCHED. REINF. APPLIES TO ALL OPNGS, UNLESS THREE TIMES "L", BAR DEVELOPMENT LENGTH, RUN TRIM REINF. CONT. 7. "L" SEE TABLES ON 3/SC-311. 6. COORDINATE OPNG LOCATIONS AND SIZES W/ OTHER TRADES INCLUDING BUT NOT LIMITED TO ARCHITECTURAL, MECHANICAL, ELECTRICAL, OR 12", WHICHEVER IS SMALLER. 5. DETAIL IS NOT REQD FOR OPNGS SMALLER THAN THE WALL THICKNESS AND PLUMBING. IN SCHED. OTHERWISE SHOWN. THAN 2'-0". NOTES: 8. SEE WALL SCHEDULE FOR JAMB BARS. "W" 5'-0" TO LESS THAN 7'-0" 7'-0" TO LESS THAN 12'-6" REINFORCING SCHEDULE 12'-6" TO LESS THAN 26'-0" LESS THAN 5'-0" OPENING "W" 8" WALL 12" WALL SEE ELEV. 2-#8 2-#9 2-#8 2-#5 2-#6 REINF. 2-#5 2-#6 REINF. EA. FACE FOR WALL REINFORCING SEE WALL ELEVATIONS #4 U-BARS SAME SPACING AS WALL STEEL (2)-#5 SECTION TE N S I O N SP L I C E OPENING TRIM BARS 2-#5 LINTEL DIAGONAL BARS 2-#5 2-#5 2-#5 WALL REINF. @ OPENING 4SC312 WALL WEAKENED PLANE JOINT FCC002 SEE FRAMING PLAN FOR SLAB/WALL CONNECTION 1/2" WEAKENED PLANE JOINT (W.P.J.) @ 30'-0" O.C. MAX. S.O.G. FOOTING SLAB, SEE PLAN ELEVATION 1/2" 1/4" 1/2" WALL REINF. SEE PLAN CONC. WALL SECTION A-A JOINT SEALANT EACH SIDE WA L L T H K . SE E P L A N TYP. U.N.O. AA CONTINUE HALF WALL HORIZ. REINF THRU JOINT STOP HALF WALL HORIZ. REINF (ALTERNATE) 2" CLEAR FROM JOINT WALL JOINT AND SLAB JOINT SECTIONS FCC003 SEE FRAMING PLAN FOR SLAB/WALL CONNECTION 1/2" WALL JOINT (W.J.) GAP FILLED WITH ASPHAULT IMPREGNATED EXPANSION JOINT MATERIAL, OR EQUAL SLAB-ON-GRADE FOOTING SLAB, SEE PLAN 1/2" SLAB JOINT (S.J.) GAP FILLED WITH ASPHALT IMPREGNATED EXPANSION JOINT MATERIAL, OR EQUAL WALL JOINT SEE FRAMING PLAN CONNECTION FOR SLAB/WALL SEE PLAN CONC SLAB, WALL BELOW SLAB JOINT 2. FOR WATERPROOFING & DRAINAGE BEHIND RETAINING WALLS, SEE ARCHITECTURAL & CIVIL DRAWINGS. 1. DO NOT CONTINUE HORIZ. REINF. THROUGH WALL JOINT. NOTES: CONC. WALL CONST. JT. FCC026 30'-0" O.C. MAX. U.N.O.. 3.1'-0" LONG KEY @ 2'-0" (2 ROWS OF KEYS WHERE WALL IS THICKER THAN 1'-4"). SEE NOTE 3,4 & 5 1. 2. 4. 5. AND STANDING WATER REMOVED. SURFACE OF CONCRETE CONSTRUCTION JOINTS ALL CONSTRUCTION JOINTS SHALL BE WETTED SHALL BE CLEANED AND LAITANCE REMOVED. IMMEDIATELY BEFORE NEW CONCRETE IS PLACED, VERT. WALL REINF. TYP. HORIZ. WALL REINF. TYP. EQ . 3"3" 1st PLACEMENT 1/2" x 1/2" JOINT, W/ SEALANT EA. FACE NOTES: VERTICAL WALL JOINT - PLAN PROVIDE WALL WEAK JOINT OR CONSTRUCTION JOINT AT PRIOR TO CONSTRUCTING FORMS OR PLACING CONCRETE. LOCATION AND DETAIL OF JOINTS SHALL BE APPROVED BY THE ARCH. JAMB BARS @ WALL END 13SC321 NOTES: 2. ALTERNATE ALL TIE HOOKS. 1. END VERTICAL REINF. & TIES SHALL BE A706 GRADE STEEL. TYP., U.N.O. TO TIES 2" CLR. FULL HEIGHT, TYP. #4 TIES @ 3" O.C. END VERT. REINF. 3/4" CHAMFER STD. HOOK 8"6 1 CIP WALL SEE PLAN FOR THK. CIP WALL SEE PLAN FOR THK. FULL HEIGHT, TYP. #4 TIES @ 3" O.C. STD. HOOK 3/4" CHAMFER TYP., U.N.O. TO TIES 2" CLR.8" 6 1 4-BARS TOP WALL DOWELS, DOWEL TYPE AND SEE PLAN FOR TYP. FOOTING DOWEL TO 3" CLR. MIN., 5" CLR. MAX., STD. HOOK 12" MIN. TYP. EN D V E R T . FOOTING, SEE PLAN & SCHED. EN D V E R T . (3 0 " M I N . ) LA P SEE WALL SCHEDULE FOR ALL REINF. ELEVATED SLAB CL A S S B SP L I C E 5 - JAMB BARS SEE SHEAR WALL SCHED FOR REINF. F.F. NOTE: RELEASE EXTEND INTO 3/4 @ ROOF SLAB ONLY (SLAB THICKNESS) PER SCHED. TYP., U.N.O. ON 5 - JAMB BARS PER SCHED. TYP., U.N.O. ON 6 - CONC. SHEAR WALL ELEVATION 4SC321 MATCH VERT. CL A S S " B " 6 - 6 - TYPICAL COLUMN SECTION 13SC313 1/2" MAX. PENETRATION OF COLUMN INTO DROP CAP SCHED. FOR REINF. REFER TO COLUMN 5-#5 E.W. DROP CAP 3 1/2" CLR. STD. HOOK, 12" MIN. SIZE, SEE PLAN SLAB REINF. SEE PLAN MIN. ONE TIE IN SLAB SE E PL A N TH K SE E PL A N COLUMN SECTION 7SC313 2" CLR C1 #4 TIES @ 4" O.C. 12 " 24" ALT HOOKS TYP. #4 TIES @ 4" O.C. VERTICAL BARS SEE COLUMN SCH. 2" CLR C2 #4 TIES @ 4" O.C. 10 " 18" ALT HOOKS TYP #4 TIES @ 4" O.C. VERTICAL BARS SEE COLUMN SCH. 1-1/2" CLR C3 #4 TIES @ 4" O.C. 10 " 10" CONCRETE SHEAR WALL SCHEDULE 7SC313 RESTRICTIVE NOTICE DATE REVISIONS SHEET DESCRIPTION PROJECT OWNER PROJECT ADDRESS STAMP NO: REVISIONS DATE SIGNED: 4/8/25 THESE DESIGNS, DRAWINGS, AND SPECIFICATIONS ARE THE EXCLUSIVE PROPERTY OF DONG ENGINEERING. THESE DRAWINGS CANNOT BE COPIED, TRANSFERRED, OR REPRODUCED NOR CAN ANY OTHER STRUCTURES BE BUILT FROM THEM WITHOUT WRITTEN CONSENT. SHEET DE#: TEL- 714-617-5979 GARDEN GROVE, CA 92841 7661 GARDEN GROVE BLVD., DONG ENGINEERING, INC. INFO@DONGENGINEERING.COM 240022 22 U N I T S R E S I D E N C E 32 2 N . H A R B O R B L V D , S A N T A A N A C A 9 2 7 0 3 30 , 5 8 2 S F G R O S S B U I L D I N G A R E A SC5 STRUCTURAL DETAILS HOLDOWN @ SLAB INTERIOR 1SC322 CONCRETE SLAB OPTIONAL COUPLER NUT, TYPE 2 ADDED RE-BAR, SEE SCHED. HEAVY HEX HEAD. 1" C L R BEARING PLATE HOLDOWN A.B., SEE SCHED. SPLICE PER UBC 1921.2.6.1.2. SEE SCHEDULE IF REQUIRED. 1 1 / 2 " CL R 3 SC5 SC5 3 HOLDOWN @ SLAB EDGE CORNER 2SC322 1" C L R 1 1 / 2 " CL R 8" 2" 4" 1" C L R ADDED RE-BAR SEE SCHED. 2" CLR HOLDOWN A.B. SEE SCHED. CONC SLAB 2-#4 HAIRPIN 22 ° 22 ° 3'-0" 3'-0" 1 1/2" CLR 3 SC5 SC5 3 BARRIER WALL 8SC322 8" 3' - 6 " EQEQ #6 @ 12" O.C. VERT #5 @ 12" O.C. HORIZ #5 CONT. PT SLAB 2-#5 CONT. 2-#7 CONT. W/ 3'-0" 90 HOOK INTO SIDE WALLS ELEVATOR GUIDE RAIL 7" BASE 1/2"x7x12" W/2-3/4"Ø HEADED ANCHOR ROD GUIDE RAIL SUPPORT COL. HSS 6x6x3/8 ELEV. PIT WALL S.O.G. 1 1/2" DRY PACK 4 1/2" MIN. S.A.D. 3 1/2" 1 1 / 2 " TY P EDGE OF CONC SLAB ~3 HDDS/HOLDOWN SCHEDULE HOLD DOWN DEVICE HDU4 ANCHOR ROD SIZE INCH DIAMETER 5/8 ADDED RE-BARS FORCE KIPS MAX NET UP-LIFT (2)#5 E/W T&B HDU5 7/8 (2)#5 E/W T&B 4.5 5.6 NOTE: 1. ANCHOR BOLT SHALL BE A307 ALL THREAD, SEE HOLDOWN DEVICE MFR. FOR OTHER REQUIREMENTS. (SEE NOTE 1) HDU8 HDQ8 HDU11 HDU14 7.8 9.2 11.1 14.4 5/8 7/8 1 1 (2)#5 E/W T&B (2)#5 E/W T&B (2)#5 E/W T&B (2)#5 E/W T&B HOLD DOWN SYMBOL H4 HDU2 5/8 (2)#5 E/W T&B 3.0H3 H5 H7 H8 H9 H10 MI N SL A B T H K PE R P L A N ST E P FO R T O P P I N G S L A B SE E A R C H D W G . WATER-PROOFING SEE ARCH DWG. TOPPING SLAB PT SLAB SLAB REINF PER PLAN #4 CONT #4 @ 30" O.C. 12" 24" TOPPING SLAB 5SC322 HOOKED BAR DEVELOPMENT LENGTH (Ldh) SCHEDULE GEN012 17"15"13"#9 CLR 2" 4. INCREASE LENGTH BY 1.4 FOR TOP BAR 2. ALL HOOKS TO BE WITHIN CONFINED 1. THESE BAR DEVELOPMENT LENGTHS APPLY 3. INCREASE LENGTH BY 20% FOR A 3-BAR 1.33 FOR LIGHTWEIGHT CONCRETE THE SPECIFIED DEVELOPMENT LENGTH BY TO REGULAR WEIGHT CONCRETE, MULTIPLY BUNDLE AND BY 33% FOR A 4-BAR BUNDLE. CONCRETE CORE. #10 #11 NOTES: 22" 19" CONC WALL SLAB/BM. 19" 17" 17" 15" Fc' = 5000 psiFc' = 3000 psi HOOKED BAR DEVELOPMENT LENGTH (Ldh) SCHEDULE 6"#3 #4 #5 #7 #8 #6 12" 15" 13" 10" 8" BAR SIZE 6"6" 10" 13" 12" 8" 7" 9" 12" 10" 7" 6" Fc' = 4000 psi Ldh HOUSEKEEPING PAD BCC043 2" CL R TYP. 1/2" CHAMFER ENGINEER OF RECORD. MAX. EQUIP. WT., SEE NOTE 3 MAX. EQUIP. WT., SEE NOTE 4 6" 4. FOR EQUIP. LOAD > 75 psf ON SUSPENDED SLAB, GET APPROVAL FROM 3. FOR EQUIP. LOAD > 1000 psf ON S.O.G., GET APPROVAL FROM ENGINEER OF RECORD FOR THICKNESS OF PAD. 8"2' - 0 " 2'-0" TYP. ROUGHEN SURFACE TO 1/4" MIN. AMPLITUDE 1. SEE DWGS. BY OTHERS FOR HEIGHT, SIZE, CHAMFERS & LOCATION OF CONC. PADS. EQ . 8" 8'-0" MAX. 2" MI N . 8'-0" MAX. SLAB REINF. SEE PLANS SEE PLANS SLAB REINF. A #4 @ 12" O.C. TYP., 4 SIDES PL A N SE E @ 8'-0" O.C. E.W. MAX. INTERMEDIATE WALLS NON-COMPRESSIBLE 4 SIDES #4 @ 12"O.C., TYP. B NOTES: 2. COORDINATE REINF. LOCATIONS TO AVOID INTERFERENCE WITH INSTALLATION OF EXP. ANCHORS IF USED. HIGH DENSITY FOAM FILL SUSPENDED SLAB OR FORMED CONC. SLAB SLAB ON GRADE MA X . 1/4" MIN. AMPLITUDE ROUGHEN SURFACE TO TYP. 2'-0" TYP. 2'-0" #4 @ 12"O.C., E.W. SEE PLAN REBAR @ CORNER & INTERSECT. OF (NON SHEAR WALLS)GEN006 4-#5 MIN VERT. VERTICAL (4)-#5 MIN. L L(4)-#5 MIN. VERTICAL VERTICAL (1)-#5 MIN.L (1)-#5 MIN. VERTICAL L=30 x BAR DIAMETER (TYP.) L 7" 111 STUD WALL TO ELEVATED SLAB 1SHEARWALL PER PLAN. 2STUD WALL PER PLAN 3P.T.D.F. SILL PLATE W/ A.B. (OR ALT. MASA), SEE FOUNDATION PLAN.W-2X4_R~2 4CONC. SLAB REINF. NOT SHOWN FOR CLARITY. 1. SHEARWALL PER PLAN. 2. STUD WALL PER PLAN 3. P.T.D.F. SILL PLATE W/ 5/8" A.B. SEE PLAN. 4. CONC. SLAB REINF. NOT SHOWN FOR CLARITY. HOLDOWN @ SLAB INTERIOR 1SC322 CONCRETE SLAB OPTIONAL COUPLER NUT, TYPE 2 ADDED RE-BAR, SEE SCHED. HEAVY HEX HEAD. 1" C L R BEARING PLATE HOLDOWN A.B., SEE SCHED. SPLICE PER UBC 1921.2.6.1.2. SEE SCHEDULE IF REQUIRED. 3 SC5 SC5 3 PE R A R C H RESTRICTIVE NOTICE DATE REVISIONS SHEET DESCRIPTION PROJECT OWNER PROJECT ADDRESS STAMP NO: REVISIONS DATE SIGNED: 4/7/25 THESE DESIGNS, DRAWINGS, AND SPECIFICATIONS ARE THE EXCLUSIVE PROPERTY OF DONG ENGINEERING. THESE DRAWINGS CANNOT BE COPIED, TRANSFERRED, OR REPRODUCED NOR CAN ANY OTHER STRUCTURES BE BUILT FROM THEM WITHOUT WRITTEN CONSENT. SHEET DE#: TEL- 714-617-5979 GARDEN GROVE, CA 92841 7661 GARDEN GROVE BLVD., DONG ENGINEERING, INC. INFO@DONGENGINEERING.COM 240022 22 U N I T S R E S I D E N C E 32 2 N . H A R B O R B L V D , S A N T A A N A C A 9 2 7 0 3 30 , 5 8 2 S F G R O S S B U I L D I N G A R E A SD2 STRUCTURAL DETAILS 2 3 4 1 6 7 8 5 10 11 12 9 14 15 16 13 18 19 20 17 1ROOF TRUSS BY MFR., SEE PLAN.ROOF~13 22X BLK'G @ 48" O.C.WALL~73SIMPSON "DTC" @ 48" O.C. MAX.H-DTC~ 4JOIST OR TRUSS BOTT. CHORD.4JOIST OR TRUSS BOTT. CHORD. 3SIMPSON "DTC" @ 48" O.C. MAX.H-DTC~ 5NON BEARING WALL. 3/ 4 " , T Y P . 3/ 4 " , T Y P . 5NON BEARING WALL. 1. ROOF OR FLOOR SYSTEM OR TRUSSES BY MFR., SEE PLAN. 2. 2X BLK'G @ 48" O.C. 3. SIMPSON "DTC" @ 48" O.C. MAX. 4. JOIST OR TRUSS BOTT. CHORD. 5. NON BEARING WALL. 111 NON-BEARING WALL DETAIL 2-0" MIN. PANEL WIDTH 1SHEARWALL PER PLAN, REFERS TO SHEARWALL SCHEDULE. 2EDGE NAIL (E.N.) SHEAR PANEL TO ALL PANEL EDGES. 3FIELD NAIL @ 12" O.C. 4KING STUD OR POST PER PLAN. E.N. SHEAR PANEL TO POST. 5TRIMMER WHERE OCCURS. 8INSTALL HOLDOWN ON KING STUD OR POST W/ EDGE NAILING. 1. SHEAR PANEL PER PLAN. 2. EDGE NAIL (E.N.) SHEAR PANEL TO ALL SHEARWALL EDGES. WHEN PANEL EXTEND TO TRIMMER, E.N. BOTH TRIMMER AND KING STUDS. 3. FIELD NAIL @ 12" O.C. 4. 2X OR MULTIPLE KING STUD PER FRAMING NOTE W/ 16d @ 16" O.C. TO TRIMMER. 5. TRIMMER PER PLAN. 6. HEADER PER PLAN. 7. MIN. 3-16d TO END OF HEADER. 8. SIMPSON HOLDOWN PER PLAN. 9.WHEN HOLDOWNS CONNECTED TO KING STUD, REPLACED SDS SCREWS W/ LONGER LENGTH TO GET 2 1/2" PENETRATIONS TO TRIMMER.NOTES: 1. PROVIDE 3/8" EDGE DISTANCE FOR NAILS. 2. PROVIDE MIN. 2X BLK'G @ ALL PLYWOOD EDGES OR AS NOTED IN SHEAR SCHULE. 3. STAGGER NAILS THAT ARE SPACED 2" O.C. 4. FOR SPECIFIC SHEARWALL CONDITIONS, SEE PLAN & SCHEDULE. 5. NO CUTS OR HOLES IN SHEATHING WITHIN 16" OF CORNERS. 6. MAX. ACCUMULATED LENGTH OF OPENINGS SHALL NOT EXCEED 20% OF THE WALL LENGTH. MAX. LENGTH OF EA. OPENING IS 4-1/2" IN ANY DIRECTION. 6TRIMMER WHERE OCCURS. 7KING STUD OR POST PER PLAN. E.N. SHEAR PANEL TO POST. 9INSTALL HOLDOWN ON KING STUD OR POST W/ EDGE NAILING. 111 SHEAR PANEL ASSEMBLY DETAIL 1BEAM PER PLAN. 1BEAM PER PLAN.1BEAM PER PLAN. 2DBL. TOP PLATE. 2DBL. TOP PLATE.2DBL. TOP PLATE.3SIMPSON STRAP MSTI36 OR ST6224 3SIMPSON STRAP MSTI36 OR ST6224 4SIMPSON (2)A35 @ TOP & BOTT. 4SIMPSON (2)A35 @ TOP & BOTT. 4SIMPSON (2)A35 @ TOP & BOTT. 5POST OR MULTI STUD PER PLAN.WALL~3 5POST OR MULTI STUD PER PLAN.5POST OR MULTI STUD PER PLAN. 6(3)16d EA. SIDE 6(3)16d EA. SIDE 7SILL PLATE. 1. BEAM PER PLAN. 2. DBL. TOP PLATE. 3. SIMPSON STRAP MSTI36 OR ST6224. 4. SIMPSON A34 AT EA. SIDE OF BEAM AND POST PER BEAM CONDITION. 5. POST OR MULTI STUD PER PLAN. 6. 2X STUD EA. SIDE OF BEAM W/ 16d @ 12" O.C. STAGGERED TO POST. ADD 3-16d EA. SIDE TO BM. 7. 2X SILL PLATE. NOTE: - ADD FILLER @ SIDE OF BEAM AS NEEDED. 1BEAM PER PLAN. 2DBL. TOP PLATE.4SIMPSON (2)A35 @ TOP & BOTT. 4SIMPSON (2)A35 @ TOP & BOTT. 4SIMPSON (2)A35 @ TOP & BOTT. 5POST OR MULTI STUD PER PLAN.WALL~3 7SILL PLATE. COND A: DROP BEAM COND B: TOP FLUSH BEAM COND C: BOTTOM FLUSH BEAM COND D: SIDE FLUSH BEAM 111 BEAM POCKET DETAIL A MSTA12 B (1) CS16 END LENGTHSTRAP TYPE - 1BEAM PER PLAN.1BEAM PER PLAN. 2SIMPSON STRAP EA. SIDE OF BEAM TO POST. 2SIMPSON STRAP EA. SIDE OF BEAM TO POST.2SIMPSON STRAP EA. SIDE OF BEAM TO POST.2SIMPSON STRAP EA. SIDE OF BEAM TO POST. 3POST PER PLAN.WALL~3 3POST PER PLAN.WALL~3 4ALT. TO MSTA12 STRAPS, USE 2X KING STUD EA. SIDE OF BEAM TO POST & NAIL W/ 16d @ 16" O.C. TO POST & MIN. 5-16d TO BM. 1. BEAM PER PLAN. 2. SIMPSON STRAP EA. SIDE OF BEAM TO POST. 3. POST PER PLAN. 4. ALT. TO MSTA12 STRAPS, USE 2X KING STUD EA. SIDE OF BEAM TO POST & NAIL W/ 16d @ 16" O.C. TO POST & MIN. 5-16d TO BM. NOTES: - ADD SHIMS AS REQUIRED. - IF THERE IS DBL. TOP PLATE BETWEEN BM. & POST, INCREASE LENGTH OF STRAP TO ACCOMMODATE. - FILL ALL STRAP HOLES W/ NAILS. (2) CS16C 1'-1" 1'-1" CAPACITY 1880# 3400# 6800# EQ . EQ . 111 CONNECTION DETAIL 111 TOP PLATE SPLICE TYP. SEE TABLE NAIL SPLICE: STRAP SPLICE: 1FLOOR SYSTEM PER PLAN.FLOOR~7 2FLOOR SYSTEM PER PLAN.FLOOR~7 2FLOOR SYSTEM PER PLAN.FLOOR~7 3FLOOR SYSTEM PER PLAN.FLOOR~7 3FLOOR SYSTEM PER PLAN.FLOOR~7 5FLOOR SYSTEM PER PLAN.FLOOR~7 4FLOOR SYSTEM PER PLAN.FLOOR~74FLOOR SYSTEM PER PLAN.FLOOR~7 2FLOOR SYSTEM PER PLAN.FLOOR~73FLOOR SYSTEM PER PLAN.FLOOR~7 EQ.EQ. EQ. 7FLOOR SYSTEM PER PLAN.FLOOR~7 EQ. 1. 16d @ 8" O.C. (5) MIN. EA. SIDE OF SPLICE U.N.O. & PER TABLE BELOW. 2. 2X STUD WALL PER PLAN. 3. LOCATE STUD UNDER SPLICE OR PROVIDE 2X BLKG. ATTACHED TO ADJACENT STUD W/ (3) 16d EA. SIDE. 4. PLATE TO STUD NAILING PER C.B.C. MIN REQUIREMENTS. 5. NUMBER OF NAIL SPECIFIED BETWEEN SPLICING POINTS PER TABLE BELOW. 6. SIMP. STRAP PER TABLE BELOW. 7. SIMP. STRAP ST6224. NOTES: - FULLY NAIL STRAP W/ 16d SINKER OR 10d COMMON. - NAIL SHALL BE STAGGERED & AT LEAST 2 1/4" APART. CAPACITY 1880# A 2506# B 3760# CCONDITION MIN. PLATE LAP COMMON NAIL 4' - 0" MIN. 1 ROW (9) - 16d 4' - 0" MIN. 2 ROW (6) - 16d 6' - 0" MIN. 2 ROW (9) - 16d STRAP MSTA30 ST 6224 MST48 NAIL SPLICE STRAP SPLICE 6FLOOR SYSTEM PER PLAN.FLOOR~7 6FLOOR SYSTEM PER PLAN.FLOOR~7 ℄ PANEL JOINT. 3/8" TYP. ℄ PANEL JOINT. 3/8" TYP. OFFSET EDGE SUPPORT OFFSET EDGE SUPPORT 1ROOF SHEATHING AND NAILING PER NAILING SCHDL.ROOF~1 1ROOF SHEATHING AND NAILING PER NAILING SCHDL.ROOF~1 2JOIST.32 x 4 W/ 16d @ 12" O.C. 42 x 4 FLAT W/ (2) 10d @ EA. END. 1. ROOF SHEATHING AND NAILING PER NAILING SCHDL. 2. JOIST. 3. 2 x 4 W/ 16d @ 12" O.C. 4. 2 x 4 FLAT W/ (2) 10d @ EA. END. 111 BLOCKING AT EDGE SUPPORT "W " M A X . "L" MAX.12" MIN.12" MIN. EQ . EQ . 1NOTCH LOCATION.2SIMPSON STRAP "MSTA36" W/ (11) 10d COMMON EA. END (STRAP NOT REQ'D AT SILL PLT.)3BORED HOLE. 1. NOTCH LOCATION. 2. SIMPSON STRAP "MSTA36" W/ (11) 10d COMMON EA. END (STRAP NOT REQ'D AT SILL PLT.) 3. BORED HOLE. NOTE: ONLY ONE NOTCH OR HOLE ALLOWED PER EA. STUD. ( EXCLUDING LET-IN BRACES). 2-2X TOP PLT. 2X OR 3X SILL PLATE. NOTCHES MIN. SPACING BORED HOLES "L" MAX. "W" MAX. 2X4 PLATE 2X6 PLATE 2X8 PLATE 6'-0" 6'-0" 6'-0" 3-1/2" 5-1/2" 5-1/2" 1-1/2" 2" 2" 1-1/4" 2" 3" 111 PLATE NOTCHING AND BORING 24" MIN.CONT.24 MIN. 1SHEARWALL PER PLAN.WALL~2 22X BLOCKING.WALL~7 3EDGE NAILING.MISC~3 1SHEARWALL PER PLAN.WALL~2 1SHEARWALL PER PLAN.WALL~2 1SHEARWALL PER PLAN.WALL~2 4WINDOW OPENING PER PLAN. 5SIMPSON STRAP CS16 @ EA, CORNER, INSTALL ALONG W/ SHEARWALL PANEL. 5SIMPSON STRAP CS16 @ EA, CORNER, INSTALL ALONG W/ SHEARWALL PANEL. 22X BLOCKING.WALL~7 22X BLOCKING.WALL~7 1. SHEAR PANEL PER PLAN. 2. 2-2X OR 4X BLOCKING. 3. EDGE NAILING (E.N.). 4. WINDOW OPENING PER PLAN. 5. SIMPSON STRAP CS16 @ EA, CORNER, INSTALL ALONG W/ SHEARWALL PANEL. 6. SHEARWALL HOLDOWN, REFER TO SHEAR PANEL DETAIL FOR INSTALLATION. 22X BLOCKING.WALL~7 62X BLOCKING.WALL~7 111 SHEAR AT OPENING 1PANEL BOUNDARY & BOUNDARY NAILING (B.N.) PER PLAN. 2FIELD NAILING PER PLAN.3CONTINUOUS PANEL EDGE, NO BLKG', E.N. PER PLAN. 1PANEL BOUNDARY & BOUNDARY NAILING (B.N.) PER PLAN. 4DISCONTINUOUS PANEL EDGE, E.N. PER PLAN. 5FRAMING @ 24" O.C. SHOWN (16" O.C. SIMILAR). 6DIRECTION OF FACE GRAIN PERPENDICULAR TO SUPPORT. 1. PANEL BOUNDARY & BOUNDARY NAILING (B.N.) PER PLAN. 2. FIELD NAILING PER PLAN. 3. CONTINUOUS PANEL EDGE, NO BLKG', E.N. PER PLAN. 4. DISCONTINUOUS PANEL EDGE, E.N. PER PLAN. 5. FRAMING @ 24" O.C. SHOWN (16" O.C. SIMILAR). 6. DIRECTION OF FACE GRAIN PERPENDICULAR TO SUPPORT. NOTES: - STAGGER JOINTS AS SHOWN. - MIN. SIZE OF SHEET SHALL BE 2 FT. x 2 FT. - NAILS SHALL BE DRIVEN TIGHT BUT SHALL NOT FRACTURE SURFACE OF SHEATHING. - TOLERANCE ON NAILING SHALL BE 3/4" W/ THE AVERAGE NAIL SPACING OVER ANY 4 FT. LENGTH BEING AT LEAST THAT NOTED ON THE PLAN. 111 PLYWOOD SHEATHING LAYOUT EQ.EQ. 1PLYWOOD SHEATHING W/ E.N. (TO EA. JOIST WHEN DBL. FLOOR JOISTS). 2FLUSH BEAM PER PLAN.FLOOR~4 3DBL. TOP PLATE. 4DROP BEAM PER PLAN.FLOOR~5 5STRAP PER CHART BELOW. 6ALT. STRAP LOCATION. 7SEE PLAN FOR BEARING CONDITION. 1. PLYWOOD SHEATHING W/ E.N. (TO EA. JOIST WHEN DBL. FLOOR JOISTS). 2. FLUSH BEAM PER PLAN. 3. DBL. TOP PLATE. 4. DROP BEAM PER PLAN. 5. STRAP PER CHART BELOW. 6. ALT. STRAP LOCATION. 7. SEE PLAN FOR BEARING CONDITION. STRAP CAPACITYEND LENGTH 5 6 CS16 (2)CS16 1700# 3400# 3'-6" 3'-6" 7 CMSTC16 4500#3'-6" NAILS/ SPACING 8d BOX/ SINKER @ 4-1/8" 8d BOX/ SINKER @ 4-1/8" 16d SINKER @ 4-1/2" 5 111 DRAG DETAIL 111 TYPICAL HEADER DETAIL 1HDR. PER PLAN.WALL~4 2(3) 16d COMMON FROM KING STUD TO HEADER, TYP. 3SIMPSON A35 @ T&B EA. END OF HEADER AT ALL EXTERIOR WALLS AT OPENINGS WIDER THAN 8'-0" 4SIMPSON LTP4 ALT. TO A35. INSTALL EA. SIDE OF HEADER. 5(2) 16d @ 2X4 WALL, (3) 16d @ 2X6 & 2X8 WALL. 1. HDR. PER PLAN. 2. (3) 16d COMMON FROM KING STUD TO HEADER, TYP. 3. SIMPSON A35 @ T&B EA. END OF HEADER AT ALL EXTERIOR WALLS AT OPENINGS WIDER THAN 8'-0" 4. SIMPSON LTP4 ALT. TO A35. INSTALL EA. SIDE OF HEADER. 5. (2) 16d @ 2X4 WALL, (3) 16d @ 2X6 & 2X8 WALL. 1DBL. TOP PLATE.W-22X4~ 2SAME AS ROOF SHEATHING. 32X STUDS @ 16" O.C. EQ . EQ . 42X4 @ 16" O.C. W/ (4) 16d's TO EA. STUD & (4) 16d's T.N. TO 2X4 CONT. SPREADER. 45 ° 52X4 CONT. SPREADER W/ (3) 16d'S ON EA. FRAMING MEMBER PERPENDICULAR TO WALL. FOR PARALLEL FRAMING CONDITION, SPREADER TO FALL ON CONT. MEMBER & NAILED W/ 16d'S @ 4" O.C. 48 " M A X . 6ROOF SHEATHING AND NAILING PER NAILING SCHDL.ROOF~1 72X FLAT BLK'GW-B2X4~1 811 7/8" TJI I-JOIST W/ SPACING PER PLAN.TJI-1178~ 9PROVIDE 2X BLK'G @ 24" O.C. @ RAFTER PARALLEL TO WALL ONLY 10FRAMING CLIP LTP4 PER SHEARWALL SCHDL. @ 48" O.C. MAX.A-LTP4_L~411FRAMING CLIP @ ALT. LOCATION.A-A35_L~3 12SHEARWALL PER PLAN.WALL~2 132X STUD WALL PER PLAN.WALL~1 1DBL. TOP PLATE.W-22X4~ 14CONT. 1 1/4" LSL RIM JOIST.W-RIM1178~ 1. DBL. TOP PLATE. 2. SAME AS ROOF SHEATHING. 3. 2X STUDS @ 16" O.C. 4. 2X4 @ 16" O.C. W/ (4) 16d's TO EA. STUD & (4) 16d's T.N. TO 2X4 CONT. SPREADER. 5. 2X4 CONT. SPREADER W/ (3) 16d'S ON EA. FRAMING MEMBER PERPENDICULAR TO WALL. FOR PARALLEL FRAMING CONDITION, SPREADER TO FALL ON CONT. MEMBER & NAILED W/ 16d'S @ 4" O.C. 6. ROOF SHEATHING AND NAILING PER NAILING SCHDL. 7. 2X FLAT BLK'G 8. ROOF SYSTEM PER PLAN. 9. PROVIDE 2X BLK'G @ 24" O.C. @ RAFTER PARALLEL TO WALL ONLY 10. FRAMING CLIP LTP4 PER SHEARWALL SCHDL. @ 48" O.C. MAX. 11. FRAMING CLIP @ ALT. LOCATION. 12. SHEARWALL PER PLAN. 13. 2X STUD WALL PER PLAN. 14. CONT. 2X OR 1 1/4" LSL RIM JOIST. 111 SHEAR TRANSFER 1ROOF SYSTEM PER PLAN.1ROOF SYSTEM PER PLAN. 2ROOF SHEATHING AND NAILING PER NAILING SCHDL.ROOF~1 2ROOF SHEATHING AND NAILING PER NAILING SCHDL.ROOF~1 32X STUD WALL PER PLAN.WALL~1 32X STUD WALL PER PLAN.WALL~1 4SHEARWALL PER PLAN.WALL~2 4SHEARWALL PER PLAN.WALL~2 5FRAMING CLIP A35 PER SHEARWALL SCHDL. @ 48" O.C. MAX.A-A35_L~1 5FRAMING CLIP A35 PER SHEARWALL SCHDL. @ 48" O.C. MAX.A-A35_L~1 6BOUNDARY NAILS.N-8d~6BOUNDARY NAILS.N-8d~72X FULL DEPTH BLK'G @ 48" O.C. BETWEEN RIM & 1ST JOIST. BOUNDARY NAILS TO BLK'G.ROOF~6 1. ROOF SYSTEM PER PLAN. 2. ROOF SHEATHING AND NAILING PER NAILING SCHDL. 3. 2X STUD WALL PER PLAN. 4. SHEARWALL PER PLAN. 5. FRAMING CLIP A35 PER SHEARWALL SCHDL. @ 48" O.C. MAX. 6. BOUNDARY NAILS. 7. 2X FULL DEPTH BLK'G @ 48" O.C. BETWEEN RIM & 1ST JOIST. BOUNDARY NAILS TO BLK'G. 8. CONT. 2X OR 1 1/4" LSL RIM JOIST OR BLK'G. PERPENDICULAR COND.PARALLEL COND. 8CONT. 1 1/4" LSL RIM JOIST OR BLK'G.W-RIM1178~8CONT. 1 1/4" LSL RIM JOIST OR BLK'G.W-RIM1178~ 6BOUNDARY NAILS.N-8d~6BOUNDARY NAILS.N-8d~ 111 SHEAR TRANSFER 111 SHEAR TRANSFER @ PARTY WALL 12X STUD WALL PER PLAN.WALL~1 2SHEAR WALL PER PLAN.WALL~1 3DBL. TOP PLATE OR DROP BM. PER PLAN.WALL~1 2SHEAR WALL PER PLAN.WALL~1 4FRAMING CLIP A35 PER SHEARWALL SCHDL. @ 48" O.C. MAX.A-A35_L~1 4FRAMING CLIP A35 PER SHEARWALL SCHDL. @ 48" O.C. MAX.A-A35_L~1 5ROOF SYSTEM PER PLAN.A-A35_L~1 6ROOF SHEATHING AND NAILING PER NAILING SCHDL.ROOF~1 7BOUNDARY NAILS.MISC~6 7FRAMING CLIP A35 PER SHEARWALL SCHDL. @ 48" O.C. MAX.A-A35_L~1 1. 2X STUD WALL PER PLAN. 2. SHEAR WALL WHERE OCCURRED PER PLAN. 3. DBL. TOP PLATE OR DROP BM. PER PLAN. 4. FRAMING CLIP A35 PER SHEARWALL SCHDL. @ 48" O.C. MAX. 5. ROOF SYSTEM PER PLAN. 6. ROOF SHEATHING AND NAILING PER NAILING SCHDL. 7. BOUNDARY NAILS. 1DBL. TOP PLATE.W-22X4~ 2SAME AS ROOF SHEATHING. 32X STUDS @ 16" O.C. EQ . EQ . 42X4 @ 16" O.C. W/ (4) 16d's TO EA. STUD & (4) 16d's T.N. TO 2X4 CONT. SPREADER. 45 ° 52X4 CONT. SPREADER W/ (3) 16d'S ON EA. FRAMING MEMBER PERPENDICULAR TO WALL. FOR PARALLEL FRAMING CONDITION, SPREADER TO FALL ON CONT. MEMBER & NAILED W/ 16d'S @ 4" O.C. 48 " M A X . 6ROOF SHEATHING AND NAILING PER NAILING SCHDL.ROOF~1 811 7/8" TJI I-JOIST W/ SPACING PER PLAN.TJI-1178~9PROVIDE 2X BLK'G @ 24" O.C. @ RAFTER PARALLEL TO WALL ONLY 11FRAMING CLIP @ ALT. LOCATION.A-A35_L~3 12SHEARWALL PER PLAN.WALL~2 1. DBL. TOP PLATE. 2. SAME AS ROOF SHEATHING. 3. 2X STUDS @ 16" O.C. 4. 2X4 @ 16" O.C. W/ (4) 16d's TO EA. STUD & (4) 16d's T.N. TO 2X4 CONT. SPREADER. 5. 2X4 CONT. SPREADER W/ (3) 16d'S ON EA. FRAMING MEMBER PERPENDICULAR TO WALL. FOR PARALLEL FRAMING CONDITION, SPREADER TO FALL ON CONT. MEMBER & NAILED W/ 16d'S @ 4" O.C. 6. ROOF SHEATHING AND NAILING PER NAILING SCHDL. 8. ROOF SYSTEM PER PLAN. 9. PROVIDE 2X BLK'G @ 24" O.C. @ RAFTER PARALLEL TO WALL ONLY 11. SIMPSON LUS HANGER @ EA. BLK'G TO BEAM. 12. FLUSH BEAM PER PLAN. 111 SHEAR TRANSFER 12X ROOF RAFTER PER PLAN.ROOF~2 12X ROOF RAFTER PER PLAN.ROOF~2 22X BLOCKING.W-B2X10~1 22X BLOCKING.W-B2X10~1 3DBL. TOP PLATE OR DROP BM. PER PLAN.WALL~6 3DBL. TOP PLATE OR DROP BM. PER PLAN.WALL~6 42X STUD WALL PER PLAN.WALL~1 42X STUD WALL PER PLAN.WALL~1 5SHEARWALL PER PLAN.WALL~262X SOLE PLATE W/ 16d @ 6" O.C. U.N.O., SEE NAILING PER SHEARWALL SCHDL.W-2X4_R~1 7FRAMING CLIP A35 PER SHEARWALL SCHDL. @ 48" O.C. MAX.A-A35_L~1 7FRAMING CLIP A35 PER SHEARWALL SCHDL. @ 48" O.C. MAX.A-A35_L~1 8FRAMING CLIP @ ALT. LOCATION.A-LTP4_BEND~3 9BOUNDARY NAILS.N-8d~ 9BOUNDARY NAILS.N-8d~ 10ROOF SHEATHING AND NAILING PER NAILING SCHDL.ROOF~1 1. 2X ROOF RAFTER PER PLAN. 2. 2X BLOCKING. 3. DBL. TOP PLATE OR DROP BM. PER PLAN. 4. 2X STUD WALL PER PLAN. 5. SHEARWALL PER PLAN. 6. 2X SOLE PLATE W/ 16d @ 6" O.C. U.N.O., SEE NAILING PER SHEARWALL SCHDL. 7. FRAMING CLIP A35 PER SHEARWALL SCHDL. @ 48" O.C. MAX. 8. FRAMING CLIP @ ALT. LOCATION. 9. BOUNDARY NAILS. 10. ROOF SHEATHING AND NAILING PER NAILING SCHDL. 111 SHEAR TRANSFER 1MAIN DIAPHRAGM2SECONDARY DIAPHRAGM 3FRAMING CLIP A35 PER SHEARWALL SCHDL. @ 48" O.C. MAX.A-A35_L~1 42X ROOF RAFTER PER PLAN.W-2X10~1 5BOUNDARY NAILS.N-8d~ 6TAPERED ROOF MEMBER @ 24" O.C. MAX. (MAX. DEPTH = 6") 7LS50/LTP4 OR 6"x3 1/2" THICK PLYWOOD GUSSET W/ (3) 10d'S TO EA. MEMBER AT 24" O.C. STAGG. WHEN TAPERED MEMBER DEPTH EXCEEDS 3/4" DEEP. FOR LESS THAN 3/4" DEPTH USE 16d'S FACE NAIL @ 4" O.C. FROM TAPERED MEMBER TO MAIN MEMBER.1MAIN DIAPHRAGM 6TAPERED ROOF MEMBER @ 24" O.C. MAX. (MAX. DEPTH = 6") 42X ROOF RAFTER PER PLAN.W-2X10~1 6TAPERED ROOF MEMBER @ 24" O.C. MAX. (MAX. DEPTH = 6")5BOUNDARY NAILS.N-8d~2SECONDARY DIAPHRAGM 5BOUNDARY NAILS.N-8d~1MAIN DIAPHRAGM 81/4" Ø SIMPSON SDS SCREWS @ 24" O.C., MAX. E/W FOR TAPERED MEMBER DEPTH OF MAX. 3/14" 42X ROOF RAFTER PER PLAN.W-2X10~1 6TAPERED ROOF MEMBER @ 24" O.C. MAX. (MAX. DEPTH = 6")9SIMPSON H10 @ 32" O.C., MAX. E/W FOR TAPERED MEMBER DEPTH GREATER THAN 3 1/2" 7LS50/LTP4 OR 6"x3 1/2" THICK PLYWOOD GUSSET W/ (3) 10d'S TO EA. MEMBER AT 24" O.C. STAGG. WHEN TAPERED MEMBER DEPTH EXCEEDS 3/4" DEEP. FOR LESS THAN 3/4" DEPTH USE 16d'S FACE NAIL @ 4" O.C. FROM TAPERED MEMBER TO MAIN MEMBER. 1. MAIN DIAPHRAGM 2. SECONDARY DIAPHRAGM 3. FRAMING CLIP A35 PER SHEARWALL SCHDL. @ 48" O.C. MAX. 4. 2X ROOF RAFTER PER PLAN. 5. BOUNDARY NAILS. 6. TAPERED ROOF MEMBER @ 24" O.C. MAX. (D MAX. = 6") 7. LS50/LTP4 OR 6"x3 1/2" THICK PLYWOOD GUSSET W/ (3) 10d'S TO EA. MEMBER AT 24" O.C. STAGG. WHEN TAPERED MEMBER DEPTH EXCEEDS 3/4" DEEP. FOR LESS THAN 3/4" DEPTH USE 16d'S FACE NAIL @ 4" O.C. FROM TAPERED MEMBER TO MAIN MEMBER. 8. 1/4" Ø SIMPSON SDS SCREWS @ 24" O.C., MAX. E/W FOR TAPERED MEMBER DEPTH OF MAX. 3/14" 9. SIMPSON H10 @ 32" O.C., MAX. E/W FOR TAPERED MEMBER DEPTH GREATER THAN 3 1/2" 111 SHEAR TRANSFER RESTRICTIVE NOTICE DATE REVISIONS SHEET DESCRIPTION PROJECT OWNER PROJECT ADDRESS STAMP NO: REVISIONS DATE SIGNED: 4/7/25 THESE DESIGNS, DRAWINGS, AND SPECIFICATIONS ARE THE EXCLUSIVE PROPERTY OF DONG ENGINEERING. THESE DRAWINGS CANNOT BE COPIED, TRANSFERRED, OR REPRODUCED NOR CAN ANY OTHER STRUCTURES BE BUILT FROM THEM WITHOUT WRITTEN CONSENT. SHEET DE#: TEL- 714-617-5979 GARDEN GROVE, CA 92841 7661 GARDEN GROVE BLVD., DONG ENGINEERING, INC. INFO@DONGENGINEERING.COM 240022 22 U N I T S R E S I D E N C E 32 2 N . H A R B O R B L V D , S A N T A A N A C A 9 2 7 0 3 30 , 5 8 2 S F G R O S S B U I L D I N G A R E A SD3 STRUCTURAL DETAILS 1 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 111 DRAG DETAIL END LENGTH 1FLOOR SYSTEM PER PLAN.FLOOR~7 1FLOOR SYSTEM PER PLAN.FLOOR~7 1FLOOR SYSTEM PER PLAN.FLOOR~7 STRAP CAPACITYEND LENGTH 10 11 CS16 (2)CS16 1700# 3400# 3'-6" 3'-6" 12 CMSTC16 4500#3'-6" NAILS/ SPACING 8d BOX/ SINKER @ 4-1/8" 8d BOX/ SINKER @ 4-1/8" 16d SINKER @ 4-1/2" 3LINE OF SOLID MIN. 2X FULL HEIGHT BLK'G. SEE PLAN FOR BLK'G LENGTH. (MIN. 6'-0") 3LINE OF SOLID MIN. 2X FULL HEIGHT BLK'G. SEE PLAN FOR BLK'G LENGTH. (MIN. 6'-0") 2FLOOR SHEATHING W/ EN ALONG LINE OF BLK'G. 4DBL. TOP PLATE OR BM. PER PLAN. 4DBL. TOP PLATE OR BM. PER PLAN. 5SIMPSON STRAP CUT TO FIT OVER WALL OR BEAM PER TABLE BELOW W/ MIN. (3) NAILS PER BLK'G AT ALL BAYS OF BLK'G. 6ALT. STRAP LOCATION. 1. FLOOR SYSTEM PER PLAN. 2. FLOOR SHEATHING W/ EN ALONG LINE OF BLK'G. 3. LINE OF SOLID MIN. 2X FULL HEIGHT BLK'G. SEE PLAN FOR BLK'G LENGTH. (MIN. 6'-0") 4. DBL. TOP PLATE OR BM. PER PLAN. 5. SIMPSON STRAP CUT TO FIT OVER WALL OR BEAM PER TABLE BELOW W/ MIN. (3) NAILS PER BLK'G AT ALL BAYS OF BLK'G. 6. ALT. STRAP LOCATION. END LENGTH 10 1CEILING/ FLUSH BEAM PER PLAN. 2POST PER PLAN.WALL~3 3HDR. PER PLAN.WALL~4 64X POST W/ (2) A35 AT TOP & (2) A35 AT BOTT. 7(2) A35 AT TOP CONNECT BEAM TO TOP PLATE.4DBL. TOP PLATE. 1. BEAM OR GIRDER TRUSS BOTTOM CHORD PER PLAN. 2. TRIMMER STUD PER PLAN. 3. HDR. PER PLAN. 4. DBL. TOP PLATE. 5. 2X CRIPPLE STUD WHERE OCCURRED. 6. 4X MIN. BLOCKING W/ (2) A34 AT TOP & BOTTOM. 7. A34 AT EA. SIDE OF BEAM TO TOP PLATE. 8. FOR TRUSS BOTTOM CHORD CONDITION, REPLACE (2) A34 W/ SIMPSON "LGT" GIRDER TIEDOWN (U.N.O.). 8CEILING/ FLUSH BEAM PER PLAN. 1CEILING/ FLUSH BEAM PER PLAN. 5(2) A35 AT TOP CONNECT BEAM TO TOP PLATE. 111 GIRDER TO HEADER CONNECTION 1SEE PLAN FOR HOLDOWN/ STRAP.1SEE PLAN FOR HOLDOWN/ STRAP. 1SEE PLAN FOR HOLDOWN/ STRAP.1SEE PLAN FOR HOLDOWN/ STRAP. 22 x 4 STUD (U.N.O.) 22 x 4 STUD (U.N.O.)22 x 4 STUD (U.N.O.) 22 x 4 STUD (U.N.O.) 3SHEARWALL PER PLAN.WALL~2 3SHEARWALL PER PLAN.WALL~2 3SHEARWALL PER PLAN.WALL~2 3SHEARWALL PER PLAN.WALL~2 4EDGE NAILING.MISC~3 4EDGE NAILING.MISC~34EDGE NAILING.MISC~3 4EDGE NAILING.MISC~3 4EDGE NAILING.MISC~3 4EDGE NAILING.MISC~3 516d @ 3" O.C. STAGGERED. 516d @ 3" O.C. STAGGERED. COND: "A"COND: "C" COND: "B"COND: "D" 1. SEE PLAN FOR SHEAR WALL HOLDOWN/ STRAP. 2. 2X STUD (U.N.O.) 3. SHEARWALL PER PLAN. 4. BOUNDARY NAILS. 5. 16d @ 3" O.C. STAGGERED. 111 SHEARWALL/WALL INTERSECTION 1WOOD BEAM PER PLAN. 1WOOD BEAM PER PLAN. 2SIMPSON APPROVED COLUMN CAP PER PLAN.CC-ECCQ~1 2SIMPSON APPROVED COLUMN CAP PER PLAN.CC-ECCQ~1 3WOOD POST OR BEAM PER PLAN. 3WOOD POST OR BEAM PER PLAN. 4SIMPSON STRAP "MST48". 1. WOOD BEAM PER PLAN. 2. SIMPSON APPROVED COLUMN CAP PER PLAN. 3. WOOD POST OR DROP BEAM PER PLAN. 4. SIMPSON STRAP "ST6236". ALT. LOCATION ON TOP OF BM. 5. PROVIDE SHIM UNDER AND @ THE SIDE OF THE SMALLER BM. AS REQUIRED. COND. A COND. B 1WOOD BEAM PER PLAN. 2SIMPSON APPROVED COLUMN CAP PER PLAN.CC-ECCQ~1 3WOOD POST OR BEAM PER PLAN.COND. C 1WOOD BEAM PER PLAN. 2SIMPSON APPROVED COLUMN CAP PER PLAN.CC-ECCQ~1 3WOOD POST OR BEAM PER PLAN. COND. D 5DECKING PER PLAN.FLOOR~2 4SIMPSON STRAP "MST48". 111 BEAM TO POST CONNECTION 111 STAIR DETAIL 12X12 STAIR STRINGER @ 16" O.C. 12X12 STAIR STRINGER @ 16" O.C. 22X8 LEDGER W/ 6-16d TO EA. STUD. 32X STUD WALL PER PLAN.WALL~1 32X STUD WALL PER PLAN.WALL~1 102X8 LEDGER W/ 3-16d AND (1) A35 PER STUD. 42 x 8 @ 16" O.C. AT LANDING W/ APPROVED HANGER.5BOUNDARY NAILS.N-8d~62X BLOCKING W/ 16d TOE NAIL @ 16" O.C. 7MIN. 2 x 4 P.T.D.F. W/ SHOT PINS @ 16" O.C.7MIN. 2 x 4 P.T.D.F. W/ SHOT PINS @ 16" O.C.7MIN. 2 x 4 P.T.D.F. W/ SHOT PINS @ 16" O.C. 7MIN. 2 x 4 P.T.D.F. W/ SHOT PINS @ 16" O.C. 12X12 STAIR STRINGER @ 16" O.C. 42 x 8 @ 16" O.C. AT LANDING W/ APPROVED HANGER.8FLUSH BEAM PER PLAN.W-4X12~1 9SIMPSON "LSSJ" HANGER. 5BOUNDARY NAILS.N-8d~ 1. 2X STAIR STRINGER PER STRINGER SCHEDULE. 2. 2X LEDGER W/ 6-16d TO EA. STUD. 3. 2X STUD WALL PER PLAN. 4. 2 x 8 @ 16" O.C. (U.N.O.) AT LANDING W/ APPROVED HANGER. 5. BOUNDARY NAILS. 6. 2X BLOCKING W/ 16d TOE NAIL @ 16" O.C. 7. MIN. 2 x 4 P.T.D.F. W/ SHOT PINS @ 16" O.C. 8. FLUSH BEAM PER PLAN. 9. SIMPSON "LSSJ" HANGER. 10. 2X8 LEDGER W/ 3-16d AND (1) A35 PER STUD. STRINGER 2X12 @ 12" O.C. MAX. SPAN 10'-6" MIN. DEPTH 2X12 @ 16" O.C. 2X14 @ 12" O.C. 2X14 @ 16" O.C. 2X16 @ 12" O.C. 2X16 @ 16" O.C. 9'-6" 14'-0" 12'-0" 17'-0" 14'-9" 5 1/2" 7 1/4" 9 1/4" 5 1/2" 7 1/4" 9 1/4" 111 HANDRAIL/ GUARD RAIL DETAIL 10 " 14 x 4 MIN. (DFL#2) NEWEL POST.2PLYWOOD TREADS. 3STRINGER PER DETAIL 14/SD3. 41/4" x 5" LAG SCREWS FROM STRINGER TO NEWEL POST. (4) TOTAL W/ PLATE WASHER 1 1/4" SQ. x 3/16" THK. 52-2 x 4 FLAT BLOCKING TOP & BOTT. OF STRINGER, (4) IN TOTAL. MI N . 1"1" 61/4" x 5" LAG SCREWS FROM STRINGERS' TOP & BOTT. TO 2 x 4 FLAT BLOCKINGS, (8) TOTAL WITH PLATE WASHER 1 1/4" SQ. x 3/16" THK. 8(3) 10d NAILS EQUALLY SPACED EA. TREAD TO STRINGER, (6) TOTAL. EQ. EQ. 1 1 / 2 " 2 1 / 2 " MI N . 4" MIN. MI N . 61/4" x 5" LAG SCREWS FROM STRINGERS' TOP & BOTT. TO 2 x 4 FLAT BLOCKINGS, (8) TOTAL WITH PLATE WASHER 1 1/4" SQ. x 3/16" THK. 7INFILL BLOCKING BETWEEN NEWEL POSTS. B B C C SECTION C-C PLAN VIEW B-B 174 x 4 BLOCKING @ 4'-0" O.C. MAX. 157/16" DIA. x 4" LONG LAG SCREW W/ WASHER @ 48" O.C. MAX. 25HANDRAIL BRACKET PER MFR. 162-2X STUDS OR 4 x 4 POST @ 4'-0" O.C. MAX. 14 x 4 MIN. (DFL#2) NEWEL POST. 7INFILL BLOCKING BETWEEN NEWEL POSTS. 144 x 4 ADD-ON W/ (9) 16d COM. NAILS @ TOP & BOTT. OF FLOOR JOIST. INSTALL FACE NAILS FROM FLOOR JOIST TO 4 x 4 ADD-ON. 12PERIMETER BEAM/ RIM JOIST PER PLAN. PLAN VIEW A-A 42 " M A X . 14 x 4 MIN. (DFL#2) NEWEL POST. 9BALUSTER PER ARCHITECT'S DETAIL. CONNECTIONS BY MFR. 10SIMPSON HURRICANE CLIP (2) H2.5A TOP & BOTT. NEWEL POST TO PERIMETER BEAM. 7INFILL BLOCKING BETWEEN NEWEL POSTS. 11A35 BOTH FACES OF NEWEL POST TO PERIMETER BEAM. 12PERIMETER BEAM/ RIM JOIST PER PLAN. 13SIMPSON CS18 WRAP AROUND TOP & BOTT. OF PERIMETER BEAM & 4 x 4 ADD-ON AND W/ (2) ROWS OF 10d COMMON NAILS @ 2 1-16" O.C. ENTIRE LENGTH MIN. 16" END LENGTH. 1'-6" 144 x 4 ADD-ON W/ (9) 16d COMMON NAILS @ TOP & BOTT. OF FLOOR JOIST. INSTALL FACE NAILS FROM FLOOR JOIST TO 4 x 4 ADD-ON. 26" MIN. 19FLOOR JOIST W/ EN ALONG JOIST LENGTH. 162-2X STUDS OR 4 x 4 POST @ 4'-0" O.C. MAX. 24DBL. 2X PLATES W/ (2) ROWS OF 10d NAILS @ 12" O.C. STAGG. 23(2) 16d TOE NAILS EA. SIDE OF DBL. STUDS TOP & BOTT. 23(2) 16d TOE NAILS EA. SIDE OF DBL. STUDS TOP & BOTT. 18(2) 16d SINKER NAILS EA. SIDE OF DBL. STUDS, (4) TOTAL. EQ . EQ . 21(2) ST18 BOTH EDGES OF STUDS/ 4 x 4, (4) TOTAL. NAIL ALL HOLES W/ 16d COMMON NAILS & SLIT CUT SHEATHING FOR STRAP INSTALLATION. 224X NOMINAL (MIN.) FULL DEPTH PERIMETER MEMBER. ALT., PROVIDE DBL. RIM JOISTS W/ PLYWOOD SHIM IN BETWEEN. 20SIMPSON HURRICANE CLIP (2) H2.5A PERIMETER MBR. TOP & BOTT. TO THE IMMEDIATE DBL. ADJACENT FLOOR JOISTS, (4) TOTAL @ EA. DBL. STUD LOCATION. 262X ADD-ON W/ (2) ROWS OF 10d FACE NAILS @ 8" O.C. TO FLOOR JOIST IMMEDIATELY ADJACENT TO DBL. 2 x 4 STUDS. 1. 4X4#2 ROUGH MIN. NEWEL POST. 2. PLYWOOD TREADS. 3. STRINGER PER DETAIL 13/SD3. USE DBL. PLIES FOR REAR SIDE. 4. (6)-3/8" x 7" LAG SCREWS FROM STRINGER W/ PLATE WASHER 1 1/4" SQ. x 3/16" THK. TO NEWEL POST. 5. 2-2 x 4 FLAT BLOCKING T&B OF STRINGER, (4) IN TOTAL. 6. 1/4" x 5" LAG SCREWS FROM STRINGERS' T&B TO 2 x 4 FLAT BLOCKINGS, (8) TOTAL WITH PLATE WASHER 1 1/4" SQ. x 3/16" THK. 7. INFILL BLOCKING BETWEEN NEWEL POSTS. 8. (3) 10d NAILS EQUALLY SPACED EA. TREAD TO STRINGER, (6) TOTAL. 9. BALUSTER PER ARCHITECT'S DETAIL. CONNECTIONS BY MFR. 10. SIMPSON (2) H8 T&B NEWEL POST TO PERIMETER BEAM @ EA. SIDE. 11. A35 BOTH FACES OF NEWEL POST TO PERIMETER BEAM. 12. PERIMETER BEAM/ RIM JOIST PER PLAN. 13. SIMPSON CS16 WRAP AROUND T&B OF PERIMETER BEAM & 4X4 ADD-ON AND W/ (2) ROWS OF 10d COMMON NAILS @ 2 1-16" O.C. ENTIRE LENGTH MIN. 16" END LENGTH. 14. 4X4 ADD-ON W/ (9) 16d COMMON NAILS @ T&B OF FLOOR JOIST. INSTALL FACE NAILS FROM FLOOR JOIST TO 4X4 ADD-ON. 15. 7/16" DIA. x 4" LONG LAG SCREW W/ WASHER @ 48" O.C. MAX. 16. 2-2X STUDS OR 4X4 POST @ 4'-0" O.C. MAX. 17. 4X4 BLOCKING @ 4'-0" O.C. MAX. 18. (2) 16d SINKER NAILS EA. SIDE OF DBL. STUDS, (4) TOTAL. 19. FLOOR JOIST W/ EN ALONG JOIST LENGTH. 20. SIMPSON (2) H8 PERIMETER MBR. T&B. TO THE IMMEDIATE DBL. ADJACENT FLOOR JOISTS, (4) TOTAL @ EA. DBL. STUD LOCATION. 21. (2) ST6236 BOTH EDGES OF STUDS/ 4X4, (4) TOTAL. NAIL ALL HOLES W/ 16d COMMON NAILS & SLIT CUT SHEATHING FOR STRAP INSTALLATION. 22. 4X NOMINAL (MIN.) FULL DEPTH PERIMETER MEMBER. ALT., PROVIDE DBL. RIM JOISTS W/ PLYWOOD SHIM IN BETWEEN. 23. (2) 16d TOE NAILS EA. SIDE OF DBL. STUDS TOP & BOTT. 24. DBL. 2X PLATES W/ (2) ROWS OF 10d NAILS @ 12" O.C. STAGG. 25. HANDRAIL BRACKET PER MFR. 26. 2X ADD-ON W/ (2) ROWS OF 10d FACE NAILS @ 8" O.C. TO FLOOR JOIST IMMEDIATELY ADJACENT TO DBL. 2 x 4 STUDS. A A ALT. INSTALLATION 4STRINGER PER DETAIL 14/SD3. 111 HOLDOWN/ STRAP DETAIL NOTES: ·ALL STRAPS ARE SIMPSON STRONG TIES. ·TOTAL LENGTH OF STRAP TO BE DETERMINED @ THE SITE BASED ON END LENGTH REQUIRED & CLEAR SPAN. ·ALL NAILS ARE SINKER OR BOX NAILS. ·SLIT CUT FLOOR SHEATHING TO RUN STRAP THROUGH @ INTERIOR CONDITION NO OVERCUT. ·LOCATE STRAP OVER PLWD. SHEAR PANEL & PROVIDE SHIM AS NECESSARY TO AVOID BENDING OF THE STRAP. ·CLEAR SPAN NAIL ARE RECOMMENED TO PREVENT BOWING OF STRAP BUT NOT STRUCTURALLY REQUIRED. ·PROVIDE EDGE NAILING TO STUDS BELOW IF STUDS ARE WITHIN THE SHEAR WALL (U.N.O.) HD. MARK (1)CS16 STUD/ POST. MINSTRAP MIN. END LENGTH CAPACITY (2)CS16 (2)CS14 (3)CS14 (4)CS14 S1 S2 S3 S4 2X4 / 2X6 2-2X4 / 2-2X6 2-2X4 / 2-2X6 3-2X4 / 3-2X6 4X8 / 6X8 NAILING/ SPACING (10) 10d (10) 10d PER STRAP (15) 10d PER STRAP (15) 10d PER STRAP (15)10d PER STRAP 13" 13" 16" 16" 16" 1STUD, POST OR TRIMMER PER TABLE BELOW. DBL. STUDS & STRAPS @ CONDITION "B" & "C" PROVIDE EDGE NAILING OF SHEAR PANEL ALONG ALL STUDS. 2REFER TO PLANS & TABLE BELOW FOR STRAP, # OF NAILS & END LENGTH AT EA. END. (2) ROWS OF NAILS EA. STRAP. EN D LE N G T H CL E A R SP A N 32X SILL PLATE 4FLOOR SHEATHING AND NAILING PER NAILING SCHDL.FLOOR~1 5SOLID RIM OR BLK'G SAME WIDTH AS POST ABV. & BLW. @ LOCATION OF STRAP. WHEN W/ FLOOR. TRUSS, PROVIDE WEB FILLERS AS NEEDED TO RECEICE NAILING FROM STRAP. EN D LE N G T H 1STUD, POST OR TRIMMER PER TABLE BELOW. DBL. STUDS & STRAPS @ CONDITION "B" & "C" PROVIDE EDGE NAILING OF SHEAR PANEL ALONG ALL STUDS. 6DBL. TOP PLATE 7PROVIDE MIN. END DISTANCE OF 1 5/8" FOR 16d NAILS. 1STUD, POST OR TRIMMER PER TABLE BELOW. DBL. STUDS & STRAPS @ CONDITION "B" & "C" PROVIDE EDGE NAILING OF SHEAR PANEL ALONG ALL STUDS. 1STUD, POST OR TRIMMER PER TABLE BELOW. DBL. STUDS & STRAPS @ CONDITION "B" & "C" PROVIDE EDGE NAILING OF SHEAR PANEL ALONG ALL STUDS. EN D LE N G T H CL E A R SP A N EN D LE N G T H 2REFER TO PLANS & TABLE BELOW FOR STRAP, # OF NAILS & END LENGTH AT EA. END. (2) ROWS OF NAILS EA. STRAP. 6DBL. TOP PLATE 5SOLID RIM OR BLK'G SAME WIDTH AS POST ABV. & BLW. @ LOCATION OF STRAP. WHEN W/ FLOOR. TRUSS, PROVIDE WEB FILLERS AS NEEDED TO RECEICE NAILING FROM STRAP. EN D LE N G T H CL E A R SP A N EN D LE N G T H 4FLOOR SHEATHING AND NAILING PER NAILING SCHDL.FLOOR~1 32X SILL PLATE 1ROOF SHEATHING AND NAILING PER NAILING SCHDL.ROOF~1 2ROOF SHEATHING AND NAILING PER NAILING SCHDL.ROOF~1 3ROOF SHEATHING AND NAILING PER NAILING SCHDL.ROOF~1 4FLOOR SHEATHING AND NAILING PER NAILING SCHDL.FLOOR~1 8SHEARWALL PER PLAN.WALL~2 9FLOOR SYSTEM PER PLAN.FLOOR~7 10DROP BEAM PER PLAN.FLOOR~5 11LINE OF BLK'G UNDER SHEAR WALL ABV. 1ROOF SHEATHING AND NAILING PER NAILING SCHDL.ROOF~1 2ROOF SHEATHING AND NAILING PER NAILING SCHDL.ROOF~1 3ROOF SHEATHING AND NAILING PER NAILING SCHDL.ROOF~1 4FLOOR SHEATHING AND NAILING PER NAILING SCHDL.FLOOR~1 EN D LE N G T H 12FLUSH BEAM PER PLAN.FLOOR~4 1. STUD, POST OR TRIMMER W/ EN PER TABLE BELOW. 2. REFER TO PLANS & TABLE BELOW FOR STRAP, # OF NAILS & END LENGTH AT EA. END. (2) ROWS OF NAILS EA. STRAP. 3. 2X SILL PLATE 4. FLOOR SHEATHING AND NAILING PER NAILING SCHDL. 5. SOLID RIM OR BLK'G SAME WIDTH AS POST ABV. & BLW. @ LOCATION OF STRAP. WHEN W/ FLOOR. TRUSS, PROVIDE WEB FILLERS AS NEEDED TO RECEIVE NAILING FROM STRAP. 6. DBL. TOP PLATE 7. PROVIDE MIN. END DISTANCE OF 1 5/8" FOR 16d NAILS. 8. SHEARWALL PER PLAN. 9. FLOOR SYSTEM PER PLAN. 10. DROP BEAM OR HEADER PER PLAN. 11. LINE OF BLK'G UNDER SHEAR WALL ABV. 12. FLUSH BEAM PER PLAN. (1) ONLY APPLY AT POST TO POST CONNECTION. POST TO POST CONDITION POST TO DROP BM. CONDITION POST TO FLUSH BM. CONDITION CMST12S6(1)(2)4X6 (37) 16d39" (2)CMST14S7(1)4X8 / 6X8 (28) 16d PER STRAP39" 1700# 3400# 4980# 7470# 9210# 9960#S5 (2)CMST12S8(1)6X8 (37) 16d PER STRAP39" 12950# 18420# (2) AS AN ALT. TO S4, USE FOR POST TO POST CONDITION ONLY. 1FLUSH BEAM PER PLAN.FLOOR~4 1FLUSH BEAM PER PLAN.FLOOR~4 1FLUSH BEAM PER PLAN.FLOOR~4 2DBL. TOP PLATE OR DROP BM. PER PLAN.WALL~6 2DBL. TOP PLATE OR DROP BM. PER PLAN.WALL~6 3HDR. PER PLAN.WALL~4 2DBL. TOP PLATE OR DROP BM. PER PLAN.WALL~6 4POST PER PLAN.WALL~3 4POST PER PLAN.WALL~3 5STRAP TYPE, SEE TABLE ABOVE. 5STRAP TYPE, SEE TABLE ABOVE. 5STRAP TYPE, SEE TABLE ABOVE. 6MIN. 4 x 8 SOLID BLK'G. END LENGTH EN D L E N G T H 7FOR "A", USE (2) ST12; FOR "B" USE (2) ST2122; FOR "C" USE (2) ST6224. 1. FLUSH BEAM PER PLAN. 2. DBL. TOP PLATE OR DROP BM. PER PLAN. 3. HDR. PER PLAN. 4. POST PER PLAN. 5. STRAP TYPE, SEE TABLE ABOVE. 6. MIN. 4 x 8 SOLID BLK'G. 7. FOR "A", USE (2) ST12; FOR "B" USE (2) ST2122; FOR "C" USE (2) ST6224. APPLICATION OF CS16 NOTES: - USE10d SINKER FOR MTS12 USE 10d COMMON NAILS FOR HTS20 USE 8d SINKER FOR CS16. - CUT CS STRAP TO MEET MIN. END LENGTH & USE (9) 8d @ EA. END OF EA. STRAP. - PROVIDE 1-1/2" SPACING BTWN ROWS OF NAILS @ MULTIPLE CS STRAPS. APPLICATION OF MTS & HTS STRAP TYPE (1) CS16 ON 2 x 4 (2) MTS12 LOAD CAP. A B C (2) CS16 ON 2-2 x 4 (3) CS16 ON 4 x 6 ALT. STRAP (2) HTS20 (4) HTS20 1700# SOLID WD. END LEN. EWP END LEN. 1'-6" 1'-6" 1'-6" 3'-6" 3'-6" 3'-6" 3400# 5100# 111 BEAM TO WALL CONNECTION END LENGTH END LENGTH 1FLOOR SHEATHING AND NAILING PER NAILING SCHDL.FLOOR~1 2I-JOIST OR BEAM W/ EN 3BEARING WALL OR DROP BM. PER PLAN. 4SIMPSON STRAP PER TABLE BELOW. 5ALT. STRAP LOCATION AT TOP OF SHEATHING. 6ALT. STRAP LOCATION W/ 2X NAILER.ROOF~2 72 x 4 CONT. NAILER W/ (15) 6d COMMON OR 16d SHORT NAILS AT EA. WEB OF I-JOIST TO NAILER. 1. FLOOR SHEATHING AND NAILING PER NAILING SCHDL. 2. I-JOIST OR BEAM W/ EN 3. BEARING WALL OR DROP BM. PER PLAN. 4. SIMPSON STRAP PER TABLE BELOW. 5. ALT. STRAP LOCATION AT TOP OF SHEATHING. 6. ALT. STRAP LOCATION W/ 2X NAILER. 7. 2 x 4 CONT. NAILER W/ (15) 6d COMMON OR 16d SHORT NAILS AT EA. WEB OF I-JOIST TO NAILER. ALT. CONNECTION. STRAP CAPACITYEND LENGTH 13 14 CS16 (2)CS16 1700# 3400# 3'-6" 3'-6" 15 CMSTC16 4500#3'-6" NAILS/ SPACING 8d BOX/ SINKER @ 4-1/8" 8d BOX/ SINKER @ 4-1/8" 16d SINKER @ 4-1/2" 13 111 DRAG DETAIL 2FLOOR SHEATHING W/ EN ALONG LINE OF BLK'G. STRAP CAPACITYEND LENGTH 16 17 CS16 (2)CS16 1700# 3400# 3'-6" 3'-6" 18 CMSTC16 4500#3'-6" NAILS/ SPACING 8d BOX/ SINKER @ 4-1/8" 8d BOX/ SINKER @ 4-1/8" 16d SINKER @ 4-1/2" 1DRAG STRUT W/ EN PER PLAN.1DRAG STRUT W/ EN PER PLAN. 3BEAM OR WALL PER PLAN.4SIMPSON APPROVED HANGER PER PLAN.H-HU412_L~1 5SIMPSON STRAP PER TABLE BELOW. 6STRAP ALT. LOCATION, APPLY ON TOP OF SHEATHING. 1. DRAG STRUT W/ EN PER PLAN. 2. FLOOR SHEATHING W/ EN ALONG LINE OF BLK'G. 3. BEAM OR WALL PER PLAN. 4. SIMPSON APPROVED HANGER PER PLAN. 5. SIMPSON STRAP PER TABLE BELOW. 6. STRAP ALT. LOCATION, APPLY ON TOP OF SHEATHING. NOTES: - WHERE STRAP IS APPLIED ON TOP OF SHEATHING, ELIMINATE LINE OF E.N. ALONG WITH THE STRAP LENGTH. - MIN 3 1/2" WIDE MEMBER FOR (2)CS16 & CMSTC16 APPLICATION. - MIN 1 1/2" SPACING BETWEEN ROWS OF NAILS. 16 111 DRAG DETAIL 1FLUSH BEAM PER PLAN.FLOOR~4 22"X12" X 2'X6" LONG EACH SIDE W/ (2) ROWS OF 16d's @ 3" O.C. STAGGERED 22"X12" X 2'X6" LONG EACH SIDE W/ (2) ROWS OF 16d's @ 3" O.C. STAGGERED 1BEAM PER PLAN 4SIMPSON APPROVED COLUMN CAP PER PLAN.CC-CCQ~1 3DBL. TOP PLATE OR DROP BM. PER PLAN.WALL~6 1BEAM PER PLAN 1. BEAM PER PLAN. 2. 2"X12" X 2'X6" LONG EACH SIDE W/ (2) ROWS OF 16d's @ 3" O.C. STAGGERED 3. DBL. TOP PLATE OR DROP BM. PER PLAN. 4. SIMPSON "CCQ" COLUMN CAP PER PLAN. BEAM SECTION 111 BEAM TO POST CONNECTION 4'-0" MAX.4'-0" MAX. 42 " H I G H MA X . 1.HSS1.660X0.140 HANDRAIL. 2.1 2"x11 2" SOLID STEEL, A36. 3.1 2"x11 2" SOLID STEEL, A36. 4.L7"X4"X3 8" X 7" LONG STEEL ANGLE W/ (6) 3 8"Ø X 4" LAG SCREW. 5.4" DIAMETER MAX. 6.BEAM OR RIM PER PLAN. 1/8 1/8 1/8 1/8 SECTION A-A A 1 1 2" 1 1 2" 2" 3 4"3 4" 1 1 2" 1 1 2" 1FLOOR SHEATHING AND NAILING PER NAILING SCHDL.FLOOR~1 2DECKING PER PLAN.FLOOR~2 1FLOOR SHEATHING AND NAILING PER NAILING SCHDL.FLOOR~1 2FLOOR SHEATHING AND NAILING PER NAILING SCHDL.FLOOR~1 3SHEARWALL PER PLAN.WALL~2 4SHEARWALL PER PLAN.WALL~2 62X STUD WALL PER PLAN.WALL~1 3SHEARWALL PER PLAN.WALL~2 4SHEARWALL PER PLAN.WALL~2 52-#4 REBAR CONT. @ T & B (U.N.O.).FND~3 6DECKING PER PLAN.FLOOR~2 111 STEEL GUARDRAIL L-MOUNT DET. 12X SOLE PLATE W/ 16d @ 6" O.C. U.N.O., SEE NAILING PER SHEARWALL SCHDL.W-2X4_R~1 2UPPER FLOOR 2X STUD WALL PER PLAN. 3FLOOR SHEATHING AND NAILING PER NAILING SCHDL.FLOOR~1 4SHEARWALL PER PLAN.WALL~2 5FRAMING CLIP A35 PER SHEARWALL SCHDL. @ 32" O.C. MAX.A-A35_L~2 6FLOOR SYSTEM PER PLAN.FLOOR~77EDGE NAILING.MISC~3 7EDGE NAILING.MISC~3 8CONT. 1 3/4" LSL RIM W/ 10d TO EA. FLANGE OR BEAM PER PLAN. 92 x 6 BLK'G W/ (4) 10d PLY NAILS THRU I-JOIST WEB TO BLK'G. 102X BLK'G. 7EDGE NAILING.MISC~3 1. 2-2X P.T. SOLE PLATE W/ 16d @ 6" O.C. U.N.O., SEE NAILING PER SHEARWALL SCHDL. 2. UPPER WALL WHERE OCCURRED. 3. FLOOR SHEATHING AND NAILING PER NAILING SCHDL. 4. SHEARWALL PER PLAN. 5. FRAMING CLIP A35 PER SHEARWALL SCHDL. @ 32" O.C. MAX. 6. FLOOR SYSTEM PER PLAN. 7. BOUNDARY NAILS. 8. CONT. 2X RIM W/ 10d @ T&B TO JOIST. OR BEAM PER PLAN. 9. SIMPSON APPROVED INVERTED HANGER. 10. 2X FULL DEPTH BLK'G. 11. 2X STUD WALL PER PLAN. 12. DBL. TOP PLATE OR DROP BEAM PER PLAN. 13. 3/4" LEVELROCK GYPCRETE TOPPING OVER FLOOR SHEATHING. 112X STUD WALL PER PLAN.WALL~1 12DBL. TOP PLATE.W-22X4~ 111 SHEAR TRANSFER 13FLOOR SHEATHING AND NAILING PER NAILING SCHDL.FLOOR~1 12X SOLE PLATE W/ 16d @ 6" O.C. U.N.O., SEE NAILING PER SHEARWALL SCHDL.W-2X4_R~1 2UPPER FLOOR 2X STUD WALL PER PLAN.2UPPER FLOOR 2X STUD WALL PER PLAN. 3FLOOR SHEATHING AND NAILING PER NAILING SCHDL.FLOOR~1 3FLOOR SHEATHING AND NAILING PER NAILING SCHDL.FLOOR~1 4SHEARWALL PER PLAN.WALL~2 4SHEARWALL PER PLAN.WALL~2 4SHEARWALL PER PLAN.WALL~2 5FRAMING CLIP A35 PER SHEARWALL SCHDL. @ 32" O.C. MAX.A-A35_L~2 5FRAMING CLIP A35 PER SHEARWALL SCHDL. @ 32" O.C. MAX.A-A35_L~26FLOOR SYSTEM PER PLAN.FLOOR~7 7EDGE NAILING.MISC~3 7EDGE NAILING.MISC~3 7EDGE NAILING.MISC~3 8ALT. E.N. LOCATION IF PLYWD. EXTENDS TO RIM. 9CONT. 1 1/4" LSL RIM JOIST.W-RIM1178~ 102X OR TJI BLK'G. W/ (2) 16d TOE NAIL TO TOP PLATE W/ (3) 10d @ FLOOR SHEATHING. 1. 2-2X P.T. SOLE PLATE W/ 16d @ 6" O.C. U.N.O., SEE NAILING PER SHEARWALL SCHDL. 2. UPPER FLOOR 2X STUD WALL PER PLAN. 3. FLOOR SHEATHING AND NAILING PER NAILING SCHDL. 4. SHEARWALL PER PLAN. 5. FRAMING CLIP A35 PER SHEARWALL SCHDL. @ 32" O.C. MAX. 6. FLOOR SYSTEM PER PLAN. 7. BOUNDARY NAILS. 8. ALT. B.N. LOCATION IF PLYWD. EXTENDS TO RIM. 9. 2X MEMBER CONT. RIM OR 2X BLK'G PER PLAN. 10. 2X BLK'G. W/ (2) 16d TOE NAIL TO TOP PLATE W/ (3) 10d @ FLOOR SHEATHING. 11. DBL. TOP PLATE OR DROP BM. PER PLAN. 12. 3/4" LEVELROCK GYPCRETE TOPPING OVER FLOOR SHEATHING. 11DBL. TOP PLATE OR DROP BM. PER PLAN.WALL~6 9CONT. 1 1/4" LSL RIM JOIST.W-RIM1178~ 102X OR TJI BLK'G. W/ (2) 16d TOE NAIL TO TOP PLATE W/ (3) 10d @ FLOOR SHEATHING. 111 SHEAR TRANSFER 12X SOLE PLATE W/ 16d @ 6" O.C. U.N.O., SEE NAILING PER SHEARWALL SCHDL.W-2X4_R~1 12FLOOR SHEATHING AND NAILING PER NAILING SCHDL.FLOOR~1 12FLOOR SHEATHING AND NAILING PER NAILING SCHDL.FLOOR~1 1SHEARWALL PER PLAN.WALL~2 22X STUD WALL PER PLAN.WALL~1 32X SOLE PLATE W/ 16d @ 6" O.C. U.N.O., SEE NAILING PER SHEARWALL SCHDL.WALL~5 4BOUNDARY NAILS.N-8d~5CONT. FLOOR SHEATHING AND NAILING PER NAILING SCHDL. 6FLOOR SYSTEM PER PLAN.FLOOR~7 7FRAMING CLIP A35 PER SHEARWALL SCHDL. @ 32" O.C. MAX.A-A35_L~2 1SHEARWALL PER PLAN.WALL~2 1SHEARWALL PER PLAN.WALL~2 8DBL. TOP PLATE.WALL~8 1. SHEARWALL WHERE OCCURRED PER PLAN. 2. 2X STUD WALL PER PLAN. 3. 2-2X P.T. SOLE PLATE W/ 16d @ 6" O.C. U.N.O., SEE NAILING PER SHEARWALL SCHDL. 4. BOUNDARY NAILS. 5. CONT. FLOOR SHEATHING AND NAILING PER NAILING SCHDL. 6. FLOOR SYSTEM PER PLAN. 7. FRAMING CLIP A35 PER SHEARWALL SCHDL. @ 32" O.C. MAX. 8. DBL. TOP PLATE. 9. CONT. 2X RIM JOIST OR BM. PER PLAN. 10. 1" GAP SEPARATED AT PARTY WALL. 11. 3/4" LEVELROCK GYPCRETE TOPPING OVER FLOOR SHEATHING. 22X STUD WALL PER PLAN.WALL~1 4BOUNDARY NAILS.N-8d~ 9CONT. 1 1/4" LSL RIM JOIST.W-RIM1178~ 111 SHEAR TRANSFER 11CONT. FLOOR SHEATHING AND NAILING PER NAILING SCHDL. 10BOUNDARY NAILS.N-8d~ 10BOUNDARY NAILS.N-8d~ 12X STUD WALL PER PLAN.WALL~13SHEARWALL PER PLAN.WALL~2 14DECKING PER PLAN.FLOOR~2 22X SOLE PLATE W/ 16d @ 6" O.C. U.N.O., SEE NAILING PER SHEARWALL SCHDL.W-2X4_R~1 4FLOOR SHEATHING AND NAILING PER NAILING SCHDL.FLOOR~1 9FLOOR SYSTEM PER PLAN. IN PERPENDICULAR CONDITION, USE APPROVED HGR. TO CONNECT TO BEAM.FLOOR~310DECK JOIST W/ APPROVED HANGER. 11BOUNDARY NAILS.N-8d~ 1. 2X STUD WALL PER PLAN. 2. 2-2X P.T. SOLE PLATE W/ 16d @ 6" O.C. U.N.O., SEE NAILING PER SHEARWALL SCHDL. 3. SHEARWALL PER PLAN. 4. FLOOR SHEATHING AND NAILING PER NAILING SCHDL. 5. 2X WALL BELOW WHERE OCCURRED. 6. SIMPSON APPROVED HANGER PER PLAN. 8. 2X LEDGER W/ (2) 1/2" x 3" MIN. LONG LAG SCREWS @ 16" O.C. TO 2X BLK'G, BM. OR RIM. 9. FLOOR SYSTEM PER PLAN. 10. DECK JOIST PER PLAN. 11. BOUNDARY NAILS. 12. FLUSH BEAM OR 2X RIM PER PLAN. 13. 2X4 BLK'G W/ 16d @ 4" O.C. TO BLK'G. 14. RIP JOIST 1/4" PER FT. W/ SLOPE TO DRAIN. 15. 3/4" LEVELROCK GYPCRETE TOPPING OVER FLOOR SHEATHING. 12FLUSH BEAM PER PLAN.FLOOR~462X BLK'G W/ 16d @ 4" O.C. TO BM. OR RIM. 5FLOOR SHEATHING AND NAILING PER NAILING SCHDL.FLOOR~1 111 SHEAR TRANSFER AT DECK 15FLOOR SHEATHING AND NAILING PER NAILING SCHDL.FLOOR~1 15DECKING PER PLAN.FLOOR~2 82X BLK'G W/ 16d @ 4" O.C. TO BM. OR RIM. 12X STUD WALL PER PLAN.WALL~13SHEARWALL PER PLAN.WALL~2 22X SOLE PLATE W/ 16d @ 6" O.C. U.N.O., SEE NAILING PER SHEARWALL SCHDL.W-2X4_R~1 4FLOOR SHEATHING AND NAILING PER NAILING SCHDL.FLOOR~1 9FLOOR SYSTEM PER PLAN. IN PERPENDICULAR CONDITION, USE APPROVED HGR. TO CONNECT TO BEAM.FLOOR~310DECK JOIST W/ APPROVED HANGER. 11BOUNDARY NAILS.N-8d~ 1. 2X STUD WALL PER PLAN. 2. 2-2X P.T. SOLE PLATE W/ 16d @ 6" O.C. U.N.O., SEE NAILING PER SHEARWALL SCHDL. 3. SHEARWALL PER PLAN. 4. FLOOR SHEATHING AND NAILING PER NAILING SCHDL. 5. 2X WALL BELOW WHERE OCCURRED. 6. SIMPSON APPROVED HANGER PER PLAN. 8. 2X LEDGER W/ (2) 1/2" x 3" MIN. LONG LAG SCREWS @ 16" O.C. TO 2X BLK'G, BM. OR RIM. 9. FLOOR SYSTEM PER PLAN. 10. CORRIDOR JOIST PER PLAN. 11. BOUNDARY NAILS. 12. FLUSH BEAM OR 2X RIM PER PLAN. 13. 2X4 BLK'G W/ 16d @ 4" O.C. TO BLK'G. 14. 3/4" LEVELROCK GYPCRETE TOPPING OVER FLOOR SHEATHING. 12FLUSH BEAM PER PLAN.FLOOR~462X BLK'G W/ 16d @ 4" O.C. TO BM. OR RIM. 5FLOOR SHEATHING AND NAILING PER NAILING SCHDL.FLOOR~1 111 SHEAR TRANSFER AT CORRIDOR 14FLOOR SHEATHING AND NAILING PER NAILING SCHDL.FLOOR~1 14DECKING PER PLAN.FLOOR~2 82X BLK'G W/ 16d @ 4" O.C. TO BM. OR RIM. RESTRICTIVE NOTICE DATE REVISIONS SHEET DESCRIPTION PROJECT OWNER PROJECT ADDRESS STAMP NO: REVISIONS DATE SIGNED: 4/7/25 THESE DESIGNS, DRAWINGS, AND SPECIFICATIONS ARE THE EXCLUSIVE PROPERTY OF DONG ENGINEERING. THESE DRAWINGS CANNOT BE COPIED, TRANSFERRED, OR REPRODUCED NOR CAN ANY OTHER STRUCTURES BE BUILT FROM THEM WITHOUT WRITTEN CONSENT. SHEET DE#: TEL- 714-617-5979 GARDEN GROVE, CA 92841 7661 GARDEN GROVE BLVD., DONG ENGINEERING, INC. INFO@DONGENGINEERING.COM 240022 22 U N I T S R E S I D E N C E 32 2 N . H A R B O R B L V D , S A N T A A N A C A 9 2 7 0 3 30 , 5 8 2 S F G R O S S B U I L D I N G A R E A SD4 STRUCTURAL DETAILS 1 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 1DBL. TOP PLATE.WALL~8 22X SILL PLATE TYP. U.N.O. 3FULL HEIGHT POST OR MULTI STUD PER PLAN.3FULL HEIGHT POST OR MULTI STUD PER PLAN. 4HDR. PER PLAN, EXTEND TO POST. 4HDR. PER PLAN, EXTEND TO POST. 5OPENING PER ARCH. PLAN. 5OPENING PER ARCH. PLAN. 62X FLOAT AT EDGE IF OPENING NOT EXTEND TO F.H. POST. 7A34 @ EA. CORNER, SEE NOTE (*) FOR ALT. INSTALLATION. 8A34 AT EA. CORNER FROM POST/ MULTI STUD TO HDR., SEE NOTE (*) FOR ALT. INSTALLATION. 9FRAMING CLIP @ ALT. LOCATION.A-LTP4_F~3 9FRAMING CLIP @ ALT. LOCATION.A-LTP4_F~3 10APPLY ST6236 IF WIDTH OF OPENING EXCEEDS 6'-0" OR THERE IS NO TRIMMER. 112X TRIMMER W/ 16d @ 8" O.C. TO POST.FLOOR~2 1. DBL. TOP PLATE. 2. 2X SILL PLATE TYP. U.N.O. 3. FULL HEIGHT POST OR MULTI STUD PER PLAN. 4. HDR. PER PLAN, EXTEND TO POST. 5. OPENING PER ARCH. PLAN. 6. 2X FLOAT AT EDGE IF OPENING NOT EXTEND TO F.H. POST. 7. A34 @ EA. CORNER, SEE NOTE (*) FOR ALT. INSTALLATION. 8. A34 AT EA. CORNER FROM POST/ MULTI STUD TO HDR., SEE NOTE (*) FOR ALT. INSTALLATION. 9. FRAMING CLIP @ ALT. LOCATION. 9. FRAMING CLIP @ ALT. LOCATION. 10. APPLY ST6236 IF WIDTH OF OPENING EXCEEDS 6'-0" OR THERE IS NO TRIMMER. 11. 2X TRIMMER W/ 16d @ 8" O.C. TO POST. NOTES: * INSTALL LTP4 AT EA. FACE OF EA. HDR. TO POST. ** IF THERE IS NO ROOM FOR TRIMMER, USE SIMPSON "HUC" HANGER U.N.O. TO CONNECT HDR. TO FULL HEIGHT POST & USE ST6236 TO CONNECT HDRS. TOGETHER. CENTER STRAP @ POST. 111 FULL HEIGHT WALL DETAIL 1DBL. TOP PLATE.WALL~8 1BEAM OR DBL. TOP PLATE.2SIMPSON STRAP CS16 W/ LENGTH PER TABLE BELOW.32X BLK'G W/ EN ALONG DRAG LINE MIN. (4) BAYS U.N.O. 1. BEAM OR DBL. TOP PLATE. 2. SIMPSON STRAP CS16 W/ LENGTH PER TABLE BELOW. 3. 2X BLK'G W/ EN ALONG DRAG LINE MIN. (4) BAYS U.N.O. NOTES: - LOCATE STRAP OVER PLYWOOD SHEAR PANEL. STRAP CAPACITYEND LENGTH 19 20 CS16 (2)CS16 1700# 3400# 3'-6" 3'-6" NAILS/ SPACING 8d BOX/ SINKER @ 4-1/8" 8d BOX/ SINKER @ 4-1/8" 19 111 DRAG DETAIL 1CS16 111 DRAG DETAIL 24X BLK'G 24"3 BAY MIN. 32-2 x 6 DFL#2 @ 16" O.C. FULL HEIGHT PER PLAN 4FLOOR SYSTEM PER PLAN.FLOOR~7 1. CS16 2. 4X BLK'G 3. 2-2 x 6 DFL#2 @ 16" O.C. FULL HEIGHT PER PLAN 4. FLOOR SYSTEM PER PLAN. 23 1FRAMING CLIP LTP4 PER SHEARWALL SCHDL. @ 32" O.C. MAX.A-LTP4_L~5 22X SOLE PLATE W/ 16d @ 6" O.C. U.N.O., SEE NAILING PER SHEARWALL SCHDL.W-2X4_R~1 32X STUD WALL PER PLAN.WALL~14SHEARWALL PER PLAN.WALL~2 4SHEARWALL PER PLAN.WALL~2 5DBL. TOP PLATE.W-22X4~ 6RIM PER PLAN 32X STUD WALL PER PLAN.WALL~1 1. FRAMING CLIP LTP4 PER SHEARWALL SCHDL. @ 32" O.C. MAX. 2. 2X SOLE PLATE W/ 16d @ 6" O.C. U.N.O., SEE NAILING PER SHEARWALL SCHDL. 3. 2X STUD WALL PER PLAN. 4. SHEARWALL PER PLAN. 5. DBL. TOP PLATE. 6. RIM PER PLAN 111 SHEAR TRANSFER 1FLOOR SYSTEM PER PLAN.FLOOR~72SIMPSON APPROVED HANGER PER PLAN.MISC~11FLOOR SYSTEM PER PLAN.FLOOR~7 3STEEL BEAM PER PLAN.FLOOR~6 42X NAILER W/ 1/2" DIA. STUD BOLTS @ 32" O.C. MAX.5FLOOR SHEATHING AND NAILING PER NAILING SCHDL.FLOOR~1 1. FLOOR SYSTEM PER PLAN. 2. SIMPSON HANGER. USE "JB" OR "ITS" HANGER FOR SOLID JOIST OR I-JOIST U.N.O. 3. STEEL BEAM PER PLAN. 4. 2X NAILER W/ 1/2" DIA. STUD BOLTS @ 32" O.C. MAX. 5. FLOOR SHEATHING AND NAILING PER NAILING SCHDL. 111 CONNECTION DETAIL 1STEEL BEAM PER PLAN.FLOOR~62WOOD BEAM PER PLAN. 31/4" THK. U PLATE, WIDTH OF PLATE THE SAME AS WIDTH OF BEAM W/ (4) 5/8" M.B.1STEEL BEAM PER PLAN.FLOOR~6 1. STEEL BEAM PER PLAN. 2. WOOD BEAM PER PLAN. 3. 1/4" THK. U PLATE, WIDTH OF PLATE THE SAME AS WIDTH OF BEAM W/ (4) 5/8" M.B. SECTION A A _ 1/4" 1/4" 111 CONNECTION DETAIL 1STEEL BEAM PER PLAN.FLOOR~6 1STEEL BEAM PER PLAN.FLOOR~6 2DBL. TOP PLATE OR DROP BEAM PER PLAN. 2DBL. TOP PLATE OR DROP BEAM PER PLAN. 2DBL. TOP PLATE OR DROP BEAM PER PLAN. 31/4" THK. STEEL STIFFENER. 4POST PER PLAN OR SOLID BLKG. SAME WIDTH AS STEEL BM. W/ (2) A35 T&B. 53"x14"x3/8" THK. STEEL PLATE W/ (2) 5/8" DIA. THRU BOLTS W/ SLOT HOLE 1 1/2".53"x14"x3/8" THK. STEEL PLATE W/ (2) 5/8" DIA. THRU BOLTS W/ SLOT HOLE 1 1/2". 6TYP. 3X NAILER W/ 1/2" DIA. STUD BOLTS @ 32" O.C. MAX.MISC~4 6TYP. 3X NAILER W/ 1/2" DIA. STUD BOLTS @ 32" O.C. MAX.MISC~4 53"x14"x3/8" THK. STEEL PLATE W/ (2) 5/8" DIA. THRU BOLTS W/ SLOT HOLE 1 1/2". 7FLOOR SHEATHING AND NAILING PER NAILING SCHDL.FLOOR~1 7FLOOR SHEATHING AND NAILING PER NAILING SCHDL.FLOOR~1 1. STEEL BEAM PER PLAN. 2. DBL. TOP PLATE OR DROP BEAM PER PLAN. 3. 1/4" THK. STEEL STIFFENER. 4. POST PER PLAN OR SOLID BLKG. SAME WIDTH AS STEEL BM. W/ (2) A35 T&B. 5. 3"x14"x3/8" THK. STEEL PLATE W/ (2) 5/8" DIA. THRU BOLTS W/ SLOT HOLE 1 1/2". 6. TYP. 3X NAILER W/ 1/2" DIA. STUD BOLTS @ 32" O.C. MAX. 7. FLOOR SHEATHING AND NAILING PER NAILING SCHDL. 1/4"TYP. 111 CONNECTION DETAIL 1/8"3 SIDES HANGER TO BEAM 1FLOOR SHEATHING AND NAILING PER NAILING SCHDL.FLOOR~1 2CONTINUOUS FILLER MEMBER. CONNECTED TO STEEL BM. W/ 5/8" Ø STUD BOLTS @ 32" O.C. STAGGERED 3STEEL BEAM PER PLAN.FLOOR~6 4WOOD BEAM PER PLAN.5TOP-FLANGE HANGERS 1. FLOOR SHEATHING AND NAILING PER NAILING SCHDL. 2. CONTINUOUS FILLER MEMBER. CONNECTED TO STEEL BM. W/ 5/8" STUD BOLTS @ 32" O.C. STAGGERED 3. STEEL BEAM PER PLAN. 4. WOOD BEAM PER PLAN. 5. SIMPSON HANGER PER PLAN. 111 CONNECTION DETAIL 1STEEL BEAM PER PLAN.1STEEL BEAM PER PLAN. 2HSS COLUMN PER PLAN.2HSS COLUMN PER PLAN. 3TYP. 3X NAILER W/ 1/2" DIA. STUD BOLTS @ 32" O.C. MAX.MISC~4 3TYP. 3X NAILER W/ 1/2" DIA. STUD BOLTS @ 32" O.C. MAX.MISC~4 41/2" STIFFENER PLATE.51/2" END PLATE. 63/4" STEEL PLATE W/ 4-3/4" A307 THRU. BOLTS.63/4" STEEL PLATE W/ 4-3/4" A307 THRU. BOLTS. 3/16"3/16" 1/4"1/4" INTERMEDIATE CONDITION END CONDITION 1. STEEL BEAM PER PLAN. 2. HSS COLUMN PER PLAN. 3. TYP. 3X NAILER W/ 1/2" DIA. STUD BOLTS @ 32" O.C. MAX. 4. 1/2" STIFFENER PLATE. 5. 1/2" END PLATE. 6. 3/4" STEEL PLATE W/ 4-3/4" A307 THRU. BOLTS. 111 CONNECTION DETAIL 1FLOOR SYSTEM PER PLAN.FLOOR~72SIMPSON APPROVED HANGER PER PLAN.MISC~11FLOOR SYSTEM PER PLAN.FLOOR~7 3STEEL BEAM PER PLAN.FLOOR~6 1. BOTTOM FLUSH BEAM PER PLAN. 2. CUSTOM STEEL SADDLE. 3. STEEL BEAM PER PLAN. 4. SOLID FILLER W/ 1/2" DIA. STUD BOLTS @ 32" O.C. MAX. 5. (2) 1/2" M.B. TO FLUSH BEAM. 111 CONNECTION DETAIL 1/4 3 SIDES, TYP.1/2 2 SIDES 5FLOOR SYSTEM PER PLAN.FLOOR~7 CHAPTER 4 RESIDENTIAL MANDATORY MEASURES DIVISION 4.1 PLANNING AND DESIGN DIVISION 4.3 WATER EFFICIENCY AND CONSERVATION 4.406 ENHANCED DURABILITY AND REDUCED MAINTENANCE 4.406.1 RODENT PROOFING. Annular spaces around pipes, electric cables, conduits or other openings in sole/bottom plates at exterior walls shall be protected against the passage of rodents by closing such openings with cement mortar, concrete masonry or a similar method acceptable to the enforcing agency. 4.408 CONSTRUCTION WASTE REDUCTION, DISPOSAL AND RECYCLING 4.408.1 CONSTRUCTION WASTE MANAGEMENT. Recycle and/or salvage for reuse a minimum of 65 percent of the non-hazardous construction and demolition waste in accordance with either Section 4.408.2, 4.408.3 or 4.408.4, or meet a more stringent local construction and demolition waste management ordinance. Exceptions: 1. Excavated soil and land-clearing debris. 2. Alternate waste reduction methods developed by working with local agencies if diversion or recycle facilities capable of compliance with this item do not exist or are not located reasonably close to the jobsite. 3. The enforcing agency may make exceptions to the requirements of this section when isolated jobsites are located in areas beyond the haul boundaries of the diversion facility. 4.408.2 CONSTRUCTION WASTE MANAGEMENT PLAN. Submit a construction waste management plan in conformance with Items 1 through 5. The construction waste management plan shall be updated as necessary and shall be available during construction for examination by the enforcing agency. 1. Identify the construction and demolition waste materials to be diverted from disposal by recycling, reuse on the project or salvage for future use or sale. 2. Specify if construction and demolition waste materials will be sorted on-site (source separated) or bulk mixed (single stream). 3. Identify diversion facilities where the construction and demolition waste material collected will be taken. 4. Identify construction methods employed to reduce the amount of construction and demolition waste generated. 5. Specify that the amount of construction and demolition waste materials diverted shall be calculated by weight or volume, but not by both. 4.408.3 WASTE MANAGEMENT COMPANY. Utilize a waste management company, approved by the enforcing agency, which can provide verifiable documentation that the percentage of construction and demolition waste material diverted from the landfill complies with Section 4.408.1. Note: The owner or contractor may make the determination if the construction and demolition waste materials will be diverted by a waste management company. 4.408.4 WASTE STREAM REDUCTION ALTERNATIVE [LR]. Projects that generate a total combined weight of construction and demolition waste disposed of in landfills, which do not exceed 3.4 lbs./sq.ft. of the building area shall meet the minimum 65% construction waste reduction requirement in Section 4.408.1 4.408.4.1 WASTE STREAM REDUCTION ALTERNATIVE. Projects that generate a total combined weight of construction and demolition waste disposed of in landfills, which do not exceed 2 pounds per square foot of the building area, shall meet the minimum 65% construction waste reduction requirement in Section 4.408.1 4.408.5 DOCUMENTATION. Documentation shall be provided to the enforcing agency which demonstrates compliance with Section 4.408.2, items 1 through 5, Section 4.408.3 or Section 4.408.4.. Notes: 1. Sample forms found in "A Guide to the California Green Building Standards Code (Residential)" located at www.hcd.ca.gov/CALGreen.html may be used to assist in documenting compliance with this section. 2. Mixed construction and demolition debris (C & D) processors can be located at the California Department of Resources Recycling and Recovery (CalRecycle). 4.410 BUILDING MAINTENANCE AND OPERATION 4.410.1 OPERATION AND MAINTENANCE MANUAL. At the time of final inspection, a manual, compact disc, web-based reference or other media acceptable to the enforcing agency which includes all of the following shall be placed in the building: 1. Directions to the owner or occupant that the manual shall remain with the building throughout the life cycle of the structure. 2. Operation and maintenance instructions for the following: a. Equipment and appliances, including water-saving devices and systems, HVAC systems, photovoltaic systems, electric vehicle chargers, water-heating systems and other major appliances and equipment. b. Roof and yard drainage, including gutters and downspouts. c. Space conditioning systems, including condensers and air filters. d. Landscape irrigation systems. e. Water reuse systems. 3. Information from local utility, water and waste recovery providers on methods to further reduce resource consumption, including recycle programs and locations. 4. Public transportation and/or carpool options available in the area. 5. Educational material on the positive impacts of an interior relative humidity between 30-60 percent and what methods an occupant may use to maintain the relative humidity level in that range. 6. Information about water-conserving landscape and irrigation design and controllers which conserve water. 7. Instructions for maintaining gutters and downspouts and the importance of diverting water at least 5 feet away from the foundation. 8. Information on required routine maintenance measures, including, but not limited to, caulking, painting, grading around the building, etc. 9. Information about state solar energy and incentive programs available. 10. A copy of all special inspections verifications required by the enforcing agency or this code. 11. Information from the Department of Forestry and Fire Protection on maintenance of defensible space around residential structures. 12. Information and/or drawings identifying the location of grab bar reinforcements. 4.410.2 RECYCLING BY OCCUPANTS. Where 5 or more multifamily dwelling units are constructed on a building site, provide readily accessible area(s) that serves all buildings on the site and are identified for the depositing, storage and collection of non-hazardous materials for recycling, including (at a minimum) paper, corrugated cardboard, glass, plastics, organic waster, and metals, or meet a lawfully enacted local recycling ordinance, if more restrictive. Exception: Rural jurisdictions that meet and apply for the exemption in Public Resources Code Section 42649.82 (a)(2)(A) et seq. are note required to comply with the organic waste portion of this section. DIVISION 4.4 MATERIAL CONSERVATION AND RESOURCE EFFICIENCY DIVISION 4.5 ENVIRONMENTAL QUALITY 4.303 INDOOR WATER USE 4.303.1 WATER CONSERVING PLUMBING FIXTURES AND FITTINGS. Plumbing fixtures (water closets and urinals) and fittings (faucets and showerheads) shall comply with the sections 4.303.1.1, 4.303.1.2, 4.303.1.3, and 4.303.4.4. Note: All noncompliant plumbing fixtures in any residential real property shall be replaced with water-conserving plumbing fixtures. Plumbing fixture replacement is required prior to issuance of a certificate of final completion, certificate of occupancy, or final permit approval by the local building department. See Civil Code Section 1101.1, et seq., for the definition of a noncompliant plumbing fixture, types of residential buildings affected and other important enactment dates. 4.303.1.1 Water Closets. The effective flush volume of all water closets shall not exceed 1.28 gallons per flush. Tank-type water closets shall be certified to the performance criteria of the U.S. EPA WaterSense Specification for Tank-type Toilets. Note: The effective flush volume of dual flush toilets is defined as the composite, average flush volume of two reduced flushes and one full flush. 4.303.1.2 Urinals. The effective flush volume of wall mounted urinals shall not exceed 0.125 gallons per flush. The effective flush volume of all other urinals shall not exceed 0.5 gallons per flush. 4.303.1.3 Showerheads. 4.303.1.3.1 Single Showerhead. Showerheads shall have a maximum flow rate of not more than 1.8 gallons per minute at 80 psi. Showerheads shall be certified to the performance criteria of the U.S. EPA WaterSense Specification for Showerheads. 4.303.1.3.2 Multiple showerheads serving one shower. When a shower is served by more than one showerhead, the combined flow rate of all the showerheads and/or other shower outlets controlled by a single valve shall not exceed 1.8 gallons per minute at 80 psi, or the shower shall be designed to only allow one shower outlet to be in operation at a time. Note: A hand-held shower shall be considered a showerhead. 4.303.1.4 Faucets. 4.303.1.4.1 Residential Lavatory Faucets. The maximum flow rate of residential lavatory faucets shall not exceed 1.2 gallons per minute at 60 psi. The minimum flow rate of residential lavatory faucets shall not be less than 0.8 gallons per minute at 20 psi. 4.303.1.4.2 Lavatory Faucets in Common and Public Use Areas. The maximum flow rate of lavatory faucets installed in common and public use areas (outside of dwellings or sleeping units) in residential buildings shall not exceed 0.5 gallons per minute at 60 psi. 4.303.1.4.3 Metering Faucets. Metering faucets when installed in residential buildings shall not deliver more than 0.2 gallons per cycle. 4.303.1.4.4 Kitchen Faucets. The maximum flow rate of kitchen faucets shall not exceed 1.8 gallons per minute at 60 psi. Kitchen faucets may temporarily increase the flow above the maximum rate, but not to exceed 2.2 gallons per minute at 60 psi, and must default to a maximum flow rate of 1.8 gallons per minute at 60 psi. Note: Where complying faucets are unavailable, aerators or other means may be used to achieve reduction. 4.303.1.4.5 Pre-rinse spray valves. When installed, shall meet the requirements in the California Code of Regulations, Title 20 (Appliance Efficiency Regulations), Sections 1605.1 (h)(4) Table H-2, Section 1605.3 (h)(4)(A), and Section 1607 (d)(7) and shall be equipped with an integral automatic shutoff. FOR REFERENCE ONLY: The following table and code section have been reprinted from the California Code of Regulations, Title 20 (Appliance Efficiency Regulations),Section 1605.1 (h)(4) and Section 1605.3 (h)(4)(A). Title 20 Section 1605.3 (h)(4)(A): Commercial prerinse spray values manufactured on or after January 1, 2006, shall have a minimum spray force of not less than 4.0 ounces-force (ozf)[113 grams-force(gf)] 4.303.2 Submeters for multifamily buildings and dwelling units in mixed-used residential/commercial buildings. Submeters shall be installed to measure water usage of individual rental dwelling units in accordance with the California Plumbing Code. 4.303.3 Standards for plumbing fixtures and fittings. Plumbing fixtures and fittings shall be installed in accordance with the California Plumbing Code, and shall meet the applicable standards referenced in Table 1701.1 of the California Plumbing Code. TABLE - MAXIMUM FIXTURE WATER USE FIXTURE TYPE FLOW RATE SHOWER HEADS (RESIDENTIAL)1.8 GMP @ 80 PSI LAVATORY FAUCETS (RESIDENTIAL)MAX. 1.2 GPM @ 60 PSI MIN. 0.8 GPM @ 20 PSI LAVATORY FAUCETS IN COMMON & PUBLIC USE AREAS 0.5 GPM @ 60 PSI KITCHEN FAUCETS 1.8 GPM @ 60 PSI METERING FAUCETS 0.2 GAL/CYCLE WATER CLOSET 1.28 GAL/FLUSH URINALS 0.125 GAL/FLUSH 4.304 OUTDOOR WATER USE 4.304.1 OUTDOOR POTABLE WATER USE IN LANDSCAPE AREAS. Residential developments shall comply with a local water efficient landscape ordinance or the current California Department of Water Resources' Model Water Efficient Landscape Ordinance (MWELO), whichever is more stringent. NOTES: 1. The Model Water Efficient Landscape Ordinance (MWELO) is located in the California Code Regulations, Title 23, Chapter 2.7, Division 2. MWELO and supporting documents, including water budget calculator, are available at: https://www.water.ca.gov/ ABBREVIATION DEFINITIONS: HCD Department of Housing and Community Development BSC California Building Standards Commission DSA-SS Division of the State Architect, Structural Safety OSHPD Office of Statewide Health Planning and Development LR Low Rise HR High Rise AA Additions and Alterations N New NOTE: THIS TABLE COMPILES THE DATA IN SECTION 4.303.1, AND IS INCLUDED AS A CONVENIENCE FOR THE USER. SECTION 4.102 DEFINITIONS 4.102.1 DEFINITIONS The following terms are defined in Chapter 2 (and are included here for reference) FRENCH DRAIN. A trench, hole or other depressed area loosely filled with rock, gravel, fragments of brick or similar pervious material used to collect or channel drainage or runoff water. WATTLES. Wattles are used to reduce sediment in runoff. Wattles are often constructed of natural plant materials such as hay, straw or similar material shaped in the form of tubes and placed on a downflow slope. Wattles are also used for perimeter and inlet controls. 4.106 SITE DEVELOPMENT 4.106.1 GENERAL. Preservation and use of available natural resources shall be accomplished through evaluation and careful planning to minimize negative effects on the site and adjacent areas. Preservation of slopes, management of storm water drainage and erosion controls shall comply with this section. 4.106.2 STORM WATER DRAINAGE AND RETENTION DURING CONSTRUCTION. Projects which disturb less than one acre of soil and are not part of a larger common plan of development which in total disturbs one acre or more, shall manage storm water drainage during construction. In order to manage storm water drainage during construction, one or more of the following measures shall be implemented to prevent flooding of adjacent property, prevent erosion and retain soil runoff on the site. 1. Retention basins of sufficient size shall be utilized to retain storm water on the site. 2. Where storm water is conveyed to a public drainage system, collection point, gutter or similar disposal method, water shall be filtered by use of a barrier system, wattle or other method approved by the enforcing agency. 3. Compliance with a lawfully enacted storm water management ordinance. Note: Refer to the State Water Resources Control Board for projects which disturb one acre or more of soil, or are part of a larger common plan of development which in total disturbs one acre or more of soil. (Website: https://www.waterboards.ca.gov/water_issues/programs/stormwater/construction.html) 4.106.3 GRADING AND PAVING. Construction plans shall indicate how the site grading or drainage system will manage all surface water flows to keep water from entering buildings. Examples of methods to manage surface water include, but are not limited to, the following: 1. Swales 2. Water collection and disposal systems 3. French drains 4. Water retention gardens 5. Other water measures which keep surface water away from buildings and aid in groundwater recharge. Exception: Additions and alterations not altering the drainage path. 4.106.4 Electric vehicle (EV) charging for new construction. New construction shall comply with Sections 4.106.4.1 or 4.106.4.2 to facilitate future installation and use of EV chargers. Electric vehicle supply equipment (EVSE) shall be installed in accordance with the California Electrical Code, Article 625. Exceptions: 1. On a case-by-case basis, where the local enforcing agency has determined EV charging and infrastructure are not feasible based upon one or more of the following conditions: 1.1 Where there is no local utility power supply or the local utility is unable to supply adequate power. 1.2 Where there is evidence suitable to the local enforcing agency substantiating that additional local utility infrastructure design requirements, directly related to the implementation of Section 4.106.4, may adversely impact the construction cost of the project. 2. Accessory Dwelling Units (ADU) and Junior Accessory Dwelling Units (JADU) without additional parking facilities. 4.106.4.1 New one- and two-family dwellings and townhouses with attached private garages. For each dwelling unit, install a listed raceway to accommodate a dedicated 208/240-volt branch circuit. The raceway shall not be less than trade size 1 (nominal 1-inch inside diameter). The raceway shall originate at the main service or subpanel and shall terminate into a listed cabinet, box or other enclosure in close proximity to the proposed location of an EV charger. Raceways are required to be continuous at enclosed, inaccessible or concealed areas and spaces. The service panel and/or subpanel shall provide capacity to install a 40-ampere 208/240-volt minimum dedicated branch circuit and space(s) reserved to permit installation of a branch circuit overcurrent protective device. Exemption: A raceway is not required if a minimum 40-ampere 208/240-volt dedicated EV branch circuit is installed in close proximity to the proposed location of an EV charger at the time of original construction in accordance with the California Electrical Code. 4.106.4.1.1 Identification. The service panel or subpanel circuit directory shall identify the overcurrent protective device space(s) reserved for future EV charging as "EV CAPABLE". The raceway termination location shall be permanently and visibly marked as "EV CAPABLE". CHAPTER 3 GREEN BUILDING SECTION 301 GENERAL 301.1 SCOPE. Buildings shall be designed to include the green building measures specified as mandatory in the application checklists contained in this code. Voluntary green building measures are also included in the application checklists and may be included in the design and construction of structures covered by this code, but are not required unless adopted by a city, county, or city and county as specified in Section 101.7. 301.1.1 Additions and alterations. [HCD] The mandatory provisions of Chapter 4 shall be applied to additions or alterations of existing residential buildings where the addition or alteration increases the building's conditioned area, volume, or size. The requirements shall apply only to and/or within the specific area of the addition or alteration. The mandatory provision of Section 4.106.4.2 may apply to additions or alterations of existing parking facilities or the addition of new parking facilities serving existing multifamily buildings. See Section 4.106.4.3 for application. Note: Repairs including, but not limited to, resurfacing, restriping and repairing or maintaining existing lighting fixtures are not considered alterations for the purpose of this section. Note: On and after January 1, 2014, residential buildings undergoing permitted alterations, additions, or improvements shall replace noncompliant plumbing fixtures with water-conserving plumbing fixtures. Plumbing fixture replacement is required prior to issuance of a certificate of final completion, certificate of occupancy or final permit approval by the local building department. See Civil Code Section 1101.1, et seq., for the definition of a noncompliant plumbing fixture, types of residential buildings affected and other important enactment dates. 301.2 LOW-RISE AND HIGH-RISE RESIDENTIAL BUILDINGS. [HCD] The provisions of individual sections of CALGreen may apply to either low-rise residential buildings high-rise residential buildings, or both. Individual sections will be designated by banners to indicate where the section applies specifically to low-rise only (LR) or high-rise only (HR). When the section applies to both low-rise and high-rise buildings, no banner will be used. SECTION 302 MIXED OCCUPANCY BUILDINGS 302.1 MIXED OCCUPANCY BUILDINGS. In mixed occupancy buildings, each portion of a building shall comply with the specific green building measures applicable to each specific occupancy. Exceptions: 1. [HCD] Accessory structures and accessory occupancies serving residential buildings shall comply with Chapter 4 and Appendix A4, as applicable. 2. [HCD] For purposes of CALGreen, live/work units, complying with Section 419 of the California Building Code, shall not be considered mixed occupancies. Live/Work units shall comply with Chapter 4 and Appendix A4, as applicable. 4.106.4.2 New multifamily dwellings, hotels and motels and new residential parking facilities. When parking is provided, parking spaces for new multifamily dwellings, hotels and motels shall meet the requirements of Sections 4.106.4.2.1 and 4.106.4.2.2. Calculations for spaces shall be rounded up to the nearest whole number. A parking space served by electric vehicle supply equipment or designed as a future EV charging space shall count as at least one standard automobile parking space only for the purpose of complying with any applicable minimum parking space requirements established by a local jurisdiction. See Vehicle Code Section 22511.2 for further details. 4.106.4.2.1Multifamily development projects with less than 20 dwelling units; and hotels and motels with less than 20 sleeping units or guest rooms. The number of dwelling units, sleeping units or guest rooms shall be based on all buildings on a project site subject to this section. 1.EV Capable. Ten (10) percent of the total number of parking spaces on a building site, provided for all types of parking facilities, shall be electric vehicle charging spaces (EV spaces) capable of supporting future Level 2 EVSE. Electrical load calculations shall demonstrate that the electrical panel service capacity and electrical system, including any on-site distribution transformer(s), have sufficient capacity to simultaneously charge all EVs at all required EV spaces at a minimum of 40 amperes. The service panel or subpanel circuit directory shall identify the overcurrent protective device space(s) reserved for future EV charging purposes as “EV CAPABLE” in accordance with the California Electrical Code. Exceptions: 1.When EV chargers (Level 2 EVSE) are installed in a number equal to or greater than the required number of EV capable spaces. 2.When EV chargers (Level 2 EVSE) are installed in a number less than the required number of EV capable spaces, the number of EV capable spaces required may be reduced by a number equal to the number of EV chargers installed. Notes: a.Construction documents are intended to demonstrate the project’s capability and capacity for facilitating future EV charging. b.There is no requirement for EV spaces to be constructed or available until receptacles for EV charging or EV chargers are installed for use. 2.EV Ready. Twenty-five (25) percent of the total number of parking spaces shall be equipped with low power Level 2 EV charging receptacles. For multifamily parking facilities, no more than one receptacle is required per dwelling unit when more than one parking space is provided for use by a single dwelling unit. Exception: Areas of parking facilities served by parking lifts. 4.106.4.2.2 Multifamily development projects with 20 or more dwelling units, hotels and motels with 20 or more sleeping units or guest rooms. The number of dwelling units, sleeping units or guest rooms shall be based on all buildings on a project site subject to this section. 1.EV Capable. Ten (10) percent of the total number of parking spaces on a building site, provided for all types of parking facilities, shall be electric vehicle charging spaces (EV spaces) capable of supporting future Level 2 EVSE. Electrical load calculations shall demonstrate that the electrical panel service capacity and electrical system, including any on-site distribution transformer(s), have sufficient capacity to simultaneously charge all EVs at all required EV spaces at a minimum of 40 amperes. The service panel or subpanel circuit directory shall identify the overcurrent protective device space(s) reserved for future EV charging purposes as “EV CAPABLE” in accordance with the California Electrical Code. Exception: When EV chargers (Level 2 EVSE) are installed in a number greater than five (5) percent of parking spaces required by Section 4.106.4.2.2, Item 3, the number of EV capable spaces required may be reduced by a number equal to the number of EV chargers installed over the five (5) percent required. Notes: a.Construction documents shall show locations of future EV spaces. b.There is no requirement for EV spaces to be constructed or available until receptacles for EV charging or EV chargers are installed for use. 2.EV Ready. Twenty-five (25) percent of the total number of parking spaces shall be equipped with low power Level 2 EV charging receptacles. For multifamily parking facilities, no more than one receptacle is required per dwelling unit when more than one parking space is provided for use by a single dwelling unit. Exception: Areas of parking facilities served by parking lifts. 3.EV Chargers. Five (5) percent of the total number of parking spaces shall be equipped with Level 2 EVSE. Where common use parking is provided, at least one EV charger shall be located in the common use parking area and shall be available for use by all residents or guests. When low power Level 2 EV charging receptacles or Level 2 EVSE are installed beyond the minimum required, an automatic load management system (ALMS) may be used to reduce the maximum required electrical capacity to each space served by the ALMS. The electrical system and any on-site distribution transformers shall have sufficient capacity to deliver at least 3.3 kW simultaneously to each EV charging station (EVCS) served by the ALMS. The branch circuit shall have a minimum capacity of 40 amperes, and installed EVSE shall have a capacity of not less than 30 amperes. ALMS shall not be used to reduce the minimum required electrical capacity to the required EV capable spaces. 4.106.4.2.2.1 Electric vehicle charging stations (EVCS). Electric vehicle charging stations required by Section 4.106.4.2.2, Item 3, shall comply with Section 4.106.4.2.2.1. Exception: Electric vehicle charging stations serving public accommodations, public housing, motels and hotels shall not be required to comply with this section. See California Building Code, Chapter 11B, for applicable requirements. 4.106.4.2.2.1.1 Location. EVCS shall comply with at least one of the following options: 1.The charging space shall be located adjacent to an accessible parking space meeting the requirements of the California Building Code, Chapter 11A, to allow use of the EV charger from the accessible parking space. 2.The charging space shall be located on an accessible route, as defined in the California Building Code, Chapter 2, to the building. Exception: Electric vehicle charging stations designed and constructed in compliance with the California Building Code, Chapter 11B, are not required to comply with Section 4.106.4.2.2.1.1 and Section 4.106.4.2.2.1.2, Item 3. 4.106.4.2.2.1.2 Electric vehicle charging stations (EVCS) dimensions. The charging spaces shall be designed to comply with the following: 1.The minimum length of each EV space shall be 18 feet (5486 mm). 2.The minimum width of each EV space shall be 9 feet (2743 mm). 3.One in every 25 charging spaces, but not less than one, shall also have an 8-foot (2438 mm) wide minimum aisle. A 5-foot (1524 mm) wide minimum aisle shall be permitted provided the minimum width of the EV space is 12 feet (3658 mm). a.Surface slope for this EV space and the aisle shall not exceed 1 unit vertical in 48 units horizontal (2.083 percent slope) in any direction. 4.106.4.2.2.1.3 Accessible EV spaces. In addition to the requirements in Sections 4.106.4.2.2.1.1 and 4.106.4.2.2.1.2, all EVSE, when installed, shall comply with the accessibility provisions for EV chargers in the California Building Code, Chapter 11B. EV ready spaces and EVCS in multifamily developments shall comply with California Building Code, Chapter 11A, Section 1109A. 4.106.4.2.3 EV space requirements. 1.Single EV space required. Install a listed raceway capable of accommodating a 208/240-volt dedicated branch circuit. The raceway shall not be less than trade size 1 (nominal 1-inch inside diameter). The raceway shall originate at the main service or subpanel and shall terminate into a listed cabinet, box or enclosure in close proximity to the location or the proposed location of the EV space. Construction documents shall identify the raceway termination point, receptacle or charger location, as applicable. The service panel and/ or subpanel shall have a 40-ampere minimum dedicated branch circuit, including branch circuit overcurrent protective device installed, or space(s) reserved to permit installation of a branch circuit overcurrent protective device. Exception: A raceway is not required if a minimum 40-ampere 208/240-volt dedicated EV branch circuit is installed in close proximity to the location or the proposed location of the EV space, at the time of original construction in accordance with the California Electrical Code. 2.Multiple EV spaces required. Construction documents shall indicate the raceway termination point and the location of installed or future EV spaces, receptacles or EV chargers. Construction documents shall also provide information on amperage of installed or future receptacles or EVSE, raceway method(s), wiring schematics and electrical load calculations. Plan design shall be based upon a 40-ampere minimum branch circuit. Required raceways and related components that are planned to be installed underground, enclosed, inaccessible or in concealed areas and spaces shall be installed at the time of original construction. SECTION 4.501 GENERAL 4.501.1 Scope The provisions of this chapter shall outline means of reducing the quality of air contaminants that are odorous, irritating and/or harmful to the comfort and well being of a building's installers, occupants and neighbors. SECTION 4.502 DEFINITIONS 5.102.1 DEFINITIONS The following terms are defined in Chapter 2 (and are included here for reference) AGRIFIBER PRODUCTS. Agrifiber products include wheatboard, strawboard, panel substrates and door cores, not including furniture, fixtures and equipment (FF&E) not considered base building elements. COMPOSITE WOOD PRODUCTS. Composite wood products include hardwood plywood, particleboard and medium density fiberboard. "Composite wood products" does not include hardboard, structural plywood, structural panels, structural composite lumber, oriented strand board, glued laminated timber, prefabricated wood I-joists or finger-jointed lumber, all as specified in California Code of regulations (CCR), title 17, Section 93120.1. DIRECT-VENT APPLIANCE. A fuel-burning appliance with a sealed combustion system that draws all air for combustion from the outside atmosphere and discharges all flue gases to the outside atmosphere. DISCLAIMER:THIS DOCUMENT IS PROVIDED AND INTENDED TO BE USED AS A MEANS TO INDICATE AREAS OF COMPLIANCE WITH THE CALIFORNIA GREEN BUILDING STANDARDS (CALGREEN) CODE. DUE TO THE VARIABLES BETWEEN BUILDING DEPARTMENT JURISDICTIONS, THIS CHECKLIST IS TO BE USED ON AN INDIVIDUAL PROJECT BASIS AND MAY BE MODIFIED BY THE END USER TO MEET THOSE INDIVIDUAL NEEDS. THE END USER ASSUMES ALL RESPONSIBILITY ASSOCIATED WITH THE USE OF THIS DOCUMENT, INCLUDING VERIFICATION WITH THE FULL CODE. Y N/AYN/AYN/AYN/A RESPON. PARTY RESPON. PARTY RESPON. PARTY RESPON. PARTY 2022 CALIFORNIA GREEN BUILDING STANDARDS CODE RESIDENTIAL MANDATORY MEASURES, SHEET 1 (January 2023) Y = YES N/A =NOT APPLICABLE RESPON. PARTY =RESPONSIBLE PARTY (ie: ARCHITECT, ENGINEER, OWNER, CONTRACTOR, INSPECTOR ETC.) 4.201 GENERAL 4.201.1 SCOPE. For the purposes of mandatory energy efficiency standards in this code, the California Energy Commission will continue to adopt mandatory standards. DIVISION 4.2 ENERGY EFFICIENCY TABLE H-2 STANDARDS FOR COMMERCIAL PRE-RINSE SPRAY VALUES MANUFACTURED ON OR AFTER JANUARY 28, 2019 PRODUCT CLASS [spray force in ounce force (ozf)]MAXIMUM FLOW RATE (gpm) Product Class 1 (≤1.00 Product Class 2 (> 5.0 ozf and ≤1.20 Product Class 3 (> 8.0 ozf)1.28 Exception: A raceway is not required if a minimum 40-ampere 208/240-volt dedicated EV branch circuit is installed in close proximity to the location or the proposed location of the EV space at the time of original construction in accordance with the California Electrical Code. 4.106.4.2.4 Identification. The service panel or subpanel circuit directory shall identify the overcurrent protective device space(s) reserved for future EV charging purposes as “EV CAPABLE” in accordance with the California Electrical Code. 4.106.4.2.5 Electric Vehicle Ready Space Signage. Electric vehicle ready spaces shall be identified by signage or pavement markings, in compliance with Caltrans Traffic Operations Policy Directive 13-01 (Zero Emission Vehicle Signs and Pavement Markings) or its successor(s). 4.106.4.3 Electric vehicle charging for additions and alterations of parking facilities serving existing multifamily buildings. When new parking facilities are added, or electrical systems or lighting of existing parking facilities are added or altered and the work requires a building permit, ten (10) percent of the total number of parking spaces added or altered shall be electric vehicle charging spaces (EV spaces) capable of supporting future Level 2 EVSE. Notes: 1.Construction documents are intended to demonstrate the project’s capability and capacity for facilitating future EV charging. 2.There is no requirement for EV spaces to be constructed or available until EV chargers are installed for use. 32 2 N . H A R B O R B L V D . SA N T A A N A , C A 9 2 7 0 3 SHEET NUMBER 2 0 2 4 0 1 0 SHEET TITLE PROJECT NUMBER REVISIONS NO.DATE NO.DATE HANNOUCHE ARCHITECTS EXPRESSLY RESERVES ITS COMMON LAW COPYRIGHT AND OTHER PROPERTY RIGHTS INHERENT IN THESE PLANS. ALL DRAWINGS, ELECTRONIC FILES, FIELD NOTES AND ASSOCIATED DOCUMENTS ARE INSTRUMENTS OF SERVICE AND ARE THE PROPERTY OF HANNOUCHE ARCHITECTS. ALL INFORMATION CONTAINED IN THESE DRAWINGS, ELECTRONIC FILES, FIELD NOTES AND ASSOCIATED DOCUMENTS IS PROJECT SPECIFIC AND SHALL NOT BE REPRODUCED, DISCLOSED, CHANGED, COPIED, OR USED OTHERWISE IN ANY FORM OR MANNER WHATSOEVER, WITHOUT FIRST OBTAINING THE EXPRESSED WRITTEN PERMISSION AND CONSENT OF HANNOUCHE ARCHITECTS. HANNOUCHE ARCHITECT c 2021 HANNOUCHE ARCHITECTS 949.261.2070 SAMIR HANNOUCHE, ARCHITECT 20250 SW ACACIA ST. #145 NEWPORT BEACH, CA 92660 May 9, 2025 1 CORR 12/10/24 BLDG A CORR 3/18/25 OCFA 2 CORR 4/09/25 BLDG DATE SIGNED2 3 CORR 5/09/25 BLDG GBC.1 CALGREEN CODE REQUIREMENTS MAXIMUM INCREMENTAL REACTIVITY (MIR). The maximum change in weight of ozone formed by adding a compound to the "Base Reactive Organic Gas (ROG) Mixture" per weight of compound added, expressed to hundredths of a gram (g O³/g ROC). Note: MIR values for individual compounds and hydrocarbon solvents are specified in CCR, Title 17, Sections 94700 and 94701. MOISTURE CONTENT. The weight of the water in wood expressed in percentage of the weight of the oven-dry wood. PRODUCT-WEIGHTED MIR (PWMIR). The sum of all weighted-MIR for all ingredients in a product subject to this article. The PWMIR is the total product reactivity expressed to hundredths of a gram of ozone formed per gram of product (excluding container and packaging). Note: PWMIR is calculated according to equations found in CCR, Title 17, Section 94521 (a). REACTIVE ORGANIC COMPOUND (ROC). Any compound that has the potential, once emitted, to contribute to ozone formation in the troposphere. VOC. A volatile organic compound (VOC) broadly defined as a chemical compound based on carbon chains or rings with vapor pressures greater than 0.1 millimeters of mercury at room temperature. These compounds typically contain hydrogen and may contain oxygen, nitrogen and other elements. See CCR Title 17, Section 94508(a). 4.503 FIREPLACES 4.503.1 GENERAL. Any installed gas fireplace shall be a direct-vent sealed-combustion type. Any installed woodstove or pellet stove shall comply with U.S. EPA New Source Performance Standards (NSPS) emission limits as applicable, and shall have a permanent label indicating they are certified to meet the emission limits. Woodstoves, pellet stoves and fireplaces shall also comply with applicable local ordinances. 4.504 POLLUTANT CONTROL 4.504.1 COVERING OF DUCT OPENINGS & PROTECTION OF MECHANICAL EQUIPMENT DURING CONSTRUCTION. At the time of rough installation, during storage on the construction site and until final startup of the heating, cooling and ventilating equipment, all duct and other related air distribution component openings shall be covered with tape, plastic, sheet metal or other methods acceptable to the enforcing agency to reduce the amount of water, dust or debris which may enter the system. 4.504.2 FINISH MATERIAL POLLUTANT CONTROL. Finish materials shall comply with this section. 4.504.2.1 Adhesives, Sealants and Caulks. Adhesives, sealant and caulks used on the project shall meet the requirements of the following standards unless more stringent local or regional air pollution or air quality management district rules apply: 1. Adhesives, adhesive bonding primers, adhesive primers, sealants, sealant primers and caulks shall comply with local or regional air pollution control or air quality management district rules where applicable or SCAQMD Rule 1168 VOC limits, as shown in Table 4.504.1 or 4.504.2, as applicable. Such products also shall comply with the Rule 1168 prohibition on the use of certain toxic compounds (chloroform, ethylene dichloride, methylene chloride, perchloroethylene and tricloroethylene), except for aerosol products, as specified in Subsection 2 below. 2. Aerosol adhesives, and smaller unit sizes of adhesives, and sealant or caulking compounds (in units of product, less packaging, which do not weigh more than 1 pound and do not consist of more than 16 fluid ounces) shall comply with statewide VOC standards and other requirements, including prohibitions on use of certain toxic compounds, of California Code of Regulations, Title 17, commencing with section 94507. 4.504.2.2 Paints and Coatings. Architectural paints and coatings shall comply with VOC limits in Table 1 of the ARB Architectural Suggested Control Measure, as shown in Table 4.504.3, unless more stringent local limits apply. The VOC content limit for coatings that do not meet the definitions for the specialty coatings categories listed in Table 4.504.3 shall be determined by classifying the coating as a Flat, Nonflat or Nonflat-High Gloss coating, based on its gloss, as defined in subsections 4.21, 4.36, and 4.37 of the 2007 California Air Resources Board, Suggested Control Measure, and the corresponding Flat, Nonflat or Nonflat-High Gloss VOC limit in Table 4.504.3 shall apply. 4.504.2.3 Aerosol Paints and Coatings. Aerosol paints and coatings shall meet the Product-weighted MIR Limits for ROC in Section 94522(a)(2) and other requirements, including prohibitions on use of certain toxic compounds and ozone depleting substances, in Sections 94522(e)(1) and (f)(1) of California Code of Regulations, Title 17, commencing with Section 94520; and in areas under the jurisdiction of the Bay Area Air Quality Management District additionally comply with the percent VOC by weight of product limits of Regulation 8, Rule 49. 4.504.2.4 Verification. Verification of compliance with this section shall be provided at the request of the enforcing agency. Documentation may include, but is not limited to, the following: 1. Manufacturer's product specification. 2. Field verification of on-site product containers. CHAPTER 7 INSTALLER & SPECIAL INSPECTOR QUALIFICATIONS 702 QUALIFICATIONS 702.1 INSTALLER TRAINING. HVAC system installers shall be trained and certified in the proper installation of HVAC systems including ducts and equipment by a nationally or regionally recognized training or certification program. Uncertified persons may perform HVAC installations when under the direct supervision and responsibility of a person trained and certified to install HVAC systems or contractor licensed to install HVAC systems. Examples of acceptable HVAC training and certification programs include but are not limited to the following: 1. State certified apprenticeship programs. 2. Public utility training programs. 3. Training programs sponsored by trade, labor or statewide energy consulting or verification organizations. 4. Programs sponsored by manufacturing organizations. 5. Other programs acceptable to the enforcing agency. 702.2 SPECIAL INSPECTION [HCD]. When required by the enforcing agency, the owner or the responsible entity acting as the owner's agent shall employ one or more special inspectors to provide inspection or other duties necessary to substantiate compliance with this code. Special inspectors shall demonstrate competence to the satisfaction of the enforcing agency for the particular type of inspection or task to be performed. In addition to other certifications or qualifications acceptable to the enforcing agency, the following certifications or education may be considered by the enforcing agency when evaluating the qualifications of a special inspector: 1. Certification by a national or regional green building program or standard publisher. 2. Certification by a statewide energy consulting or verification organization, such as HERS raters, building performance contractors, and home energy auditors. 3. Successful completion of a third party apprentice training program in the appropriate trade. 4. Other programs acceptable to the enforcing agency. Notes: 1. Special inspectors shall be independent entities with no financial interest in the materials or the project they are inspecting for compliance with this code. 2. HERS raters are special inspectors certified by the California Energy Commission (CEC) to rate homes in California according to the Home Energy Rating System (HERS). [BSC] When required by the enforcing agency, the owner or the responsible entity acting as the owner's agent shall employ one or more special inspectors to provide inspection or other duties necessary to substantiate compliance with this code. Special inspectors shall demonstrate competence to the satisfaction of the enforcing agency for the particular type of inspection or task to be performed. In addition, the special inspector shall have a certification from a recognized state, national or international association, as determined by the local agency. The area of certification shall be closely related to the primary job function, as determined by the local agency. Note: Special inspectors shall be independent entities with no financial interest in the materials or the project they are inspecting for compliance with this code. 703 VERIFICATIONS 703.1 DOCUMENTATION. Documentation used to show compliance with this code shall include but is not limited to, construction documents, plans, specifications, builder or installer certification, inspection reports, or other methods acceptable to the enforcing agency which demonstrate substantial conformance. When specific documentation or special inspection is necessary to verify compliance, that method of compliance will be specified in the appropriate section or identified applicable checklist. 4.505 INTERIOR MOISTURE CONTROL 4.505.1 General. Buildings shall meet or exceed the provisions of the California Building Standards Code. 4.505.2 CONCRETE SLAB FOUNDATIONS. Concrete slab foundations required to have a vapor retarder by California Building Code, Chapter 19, or concrete slab-on-ground floors required to have a vapor retarder by the California Residential Code, Chapter 5, shall also comply with this section. 4.505.2.1 Capillary break. A capillary break shall be installed in compliance with at least one of the following: 1. A 4-inch (101.6 mm) thick base of 1/2 inch (12.7mm) or larger clean aggregate shall be provided with a vapor barrier in direct contact with concrete and a concrete mix design, which will address bleeding, shrinkage, and curling, shall be used. For additional information, see American Concrete Institute, ACI 302.2R-06. 2. Other equivalent methods approved by the enforcing agency. 3. A slab design specified by a licensed design professional. 4.505.3 MOISTURE CONTENT OF BUILDING MATERIALS. Building materials with visible signs of water damage shall not be installed. Wall and floor framing shall not be enclosed when the framing members exceed 19 percent moisture content. Moisture content shall be verified in compliance with the following: 1. Moisture content shall be determined with either a probe-type or contact-type moisture meter.Equivalent moisture verification methods may be approved by the enforcing agency and shall satisfy requirements found in Section 101.8 of this code. 2. Moisture readings shall be taken at a point 2 feet (610 mm) to 4 feet (1219 mm) from the grade stamped end of each piece verified. 3. At least three random moisture readings shall be performed on wall and floor framing with documentation acceptable to the enforcing agency provided at the time of approval to enclose the wall and floor framing. Insulation products which are visibly wet or have a high moisture content shall be replaced or allowed to dry prior to enclosure in wall or floor cavities. Wet-applied insulation products shall follow the manufacturers' drying recommendations prior to enclosure. 4.506 INDOOR AIR QUALITY AND EXHAUST 4.506.1 Bathroom exhaust fans. Each bathroom shall be mechanically ventilated and shall comply with the following: 1. Fans shall be ENERGY STAR compliant and be ducted to terminate outside the building. 2. Unless functioning as a component of a whole house ventilation system, fans must be controlled by a humidity control. a. Humidity controls shall be capable of adjustment between a relative humidity range less than or equal to 50% to a maximum of 80%. A humidity control may utilize manual or automatic means of adjustment. b. A humidity control may be a separate component to the exhaust fan and is not required to be integral (i.e., built-in) Notes: 1. For the purposes of this section, a bathroom is a room which contains a bathtub, shower or tub/shower combination. 2. Lighting integral to bathroom exhaust fans shall comply with the California Energy Code. 4.507 ENVIRONMENTAL COMFORT 4.507.2 HEATING AND AIR-CONDITIONING SYSTEM DESIGN. Heating and air conditioning systems shall be sized, designed and have their equipment selected using the following methods: 1. The heat loss and heat gain is established according to ANSI/ACCA 2 Manual J - 2011 (Residential Load Calculation), ASHRAE handbooks or other equivalent design software or methods. 2. Duct systems are sized according to ANSI/ACCA 1 Manual D - 2014 (Residential Duct Systems), ASHRAE handbooks or other equivalent design software or methods. 3. Select heating and cooling equipment according to ANSI/ACCA 3 Manual S - 2014 (Residential Equipment Selection), or other equivalent design software or methods. Exception: Use of alternate design temperatures necessary to ensure the system functions are acceptable. TABLE 4.504.1 - ADHESIVE VOC LIMIT1,2 (Less Water and Less Exempt Compounds in Grams per Liter) ARCHITECTURAL APPLICATIONS VOC LIMIT INDOOR CARPET ADHESIVES 50 CARPET PAD ADHESIVES 50 OUTDOOR CARPET ADHESIVES 150 WOOD FLOORING ADHESIVES 100 RUBBER FLOOR ADHESIVES 60 SUBFLOOR ADHESIVES 50 CERAMIC TILE ADHESIVES 65 VCT & ASPHALT TILE ADHESIVES 50 DRYWALL & PANEL ADHESIVES 50 COVE BASE ADHESIVES 50 MULTIPURPOSE CONSTRUCTION ADHESIVE 70 STRUCTURAL GLAZING ADHESIVES 100 SINGLE-PLY ROOF MEMBRANE ADHESIVES 250 OTHER ADHESIVES NOT LISTED 50 SPECIALTY APPLICATIONS PVC WELDING 510 CPVC WELDING 490 ABS WELDING 325 PLASTIC CEMENT WELDING 250 ADHESIVE PRIMER FOR PLASTIC 550 CONTACT ADHESIVE 80 SPECIAL PURPOSE CONTACT ADHESIVE 250 STRUCTURAL WOOD MEMBER ADHESIVE 140 TOP & TRIM ADHESIVE 250 SUBSTRATE SPECIFIC APPLICATIONS METAL TO METAL 30 PLASTIC FOAMS 50 POROUS MATERIAL (EXCEPT WOOD)50 WOOD 30 FIBERGLASS 80 1. IF AN ADHESIVE IS USED TO BOND DISSIMILAR SUBSTRATES TOGETHER, THE ADHESIVE WITH THE HIGHEST VOC CONTENT SHALL BE ALLOWED. 2. FOR ADDITIONAL INFORMATION REGARDING METHODS TO MEASURE THE VOC CONTENT SPECIFIED IN THIS TABLE, SEE SOUTH COAST AIR QUALITY MANAGEMENT DISTRICT RULE 1168. TABLE 4.504.2 - SEALANT VOC LIMIT (Less Water and Less Exempt Compounds in Grams per Liter) SEALANTS VOC LIMIT ARCHITECTURAL 250 MARINE DECK 760 NONMEMBRANE ROOF 300 ROADWAY 250 SINGLE-PLY ROOF MEMBRANE 450 OTHER 420 SEALANT PRIMERS ARCHITECTURAL NON-POROUS 250 POROUS 775 MODIFIED BITUMINOUS 500 MARINE DECK 760 OTHER 750 TABLE 4.504.5 - FORMALDEHYDE LIMITS1 MAXIMUM FORMALDEHYDE EMISSIONS IN PARTS PER MILLION PRODUCT CURRENT LIMIT HARDWOOD PLYWOOD VENEER CORE 0.05 HARDWOOD PLYWOOD COMPOSITE CORE 0.05 PARTICLE BOARD 0.09 MEDIUM DENSITY FIBERBOARD 0.11 THIN MEDIUM DENSITY FIBERBOARD2 0.13 1. VALUES IN THIS TABLE ARE DERIVED FROM THOSE SPECIFIED BY THE CALIF. AIR RESOURCES BOARD, AIR TOXICS CONTROL MEASURE FOR COMPOSITE WOOD AS TESTED IN ACCORDANCE WITH ASTM E 1333. FOR ADDITIONAL INFORMATION, SEE CALIF. CODE OF REGULATIONS, TITLE 17, SECTIONS 93120 THROUGH 93120.12. 2. THIN MEDIUM DENSITY FIBERBOARD HAS A MAXIMUM THICKNESS OF 5/16" (8 MM). TABLE 4.504.3 - VOC CONTENT LIMITS FOR ARCHITECTURAL COATINGS2,3 GRAMS OF VOC PER LITER OF COATING, LESS WATER & LESS EXEMPT COMPOUNDS COATING CATEGORY VOC LIMIT FLAT COATINGS 50 NON-FLAT COATINGS 100 NONFLAT-HIGH GLOSS COATINGS 150 SPECIALTY COATINGS ALUMINUM ROOF COATINGS 400 BASEMENT SPECIALTY COATINGS 400 BITUMINOUS ROOF COATINGS 50 BITUMINOUS ROOF PRIMERS 350 BOND BREAKERS 350 CONCRETE CURING COMPOUNDS 350 CONCRETE/MASONRY SEALERS 100 DRIVEWAY SEALERS 50 DRY FOG COATINGS 150 FAUX FINISHING COATINGS 350 FIRE RESISTIVE COATINGS 350 FLOOR COATINGS 100 FORM-RELEASE COMPOUNDS 250 GRAPHIC ARTS COATINGS (SIGN PAINTS)500 HIGH TEMPERATURE COATINGS 420 INDUSTRIAL MAINTENANCE COATINGS 250 LOW SOLIDS COATINGS1 120 MAGNESITE CEMENT COATINGS 450 MASTIC TEXTURE COATINGS 100 METALLIC PIGMENTED COATINGS 500 MULTICOLOR COATINGS 250 PRETREATMENT WASH PRIMERS 420 PRIMERS, SEALERS, & UNDERCOATERS 100 REACTIVE PENETRATING SEALERS 350 RECYCLED COATINGS 250 ROOF COATINGS 50 RUST PREVENTATIVE COATINGS 250 SHELLACS CLEAR 730 OPAQUE 550 SPECIALTY PRIMERS, SEALERS & UNDERCOATERS 100 STAINS 250 STONE CONSOLIDANTS 450 SWIMMING POOL COATINGS 340 TRAFFIC MARKING COATINGS 100 TUB & TILE REFINISH COATINGS 420 WATERPROOFING MEMBRANES 250 WOOD COATINGS 275 WOOD PRESERVATIVES 350 ZINC-RICH PRIMERS 340 1. GRAMS OF VOC PER LITER OF COATING, INCLUDING WATER & EXEMPT COMPOUNDS 2. THE SPECIFIED LIMITS REMAIN IN EFFECT UNLESS REVISED LIMITS ARE LISTED IN SUBSEQUENT COLUMNS IN THE TABLE. 3. VALUES IN THIS TABLE ARE DERIVED FROM THOSE SPECIFIED BY THE CALIFORNIA AIR RESOURCES BOARD, ARCHITECTURAL COATINGS SUGGESTED CONTROL MEASURE, FEB. 1, 2008. MORE INFORMATION IS AVAILABLE FROM THE AIR RESOURCES BOARD. DIVISION 4.5 ENVIRONMENTAL QUALITY (continued) 4.504.3 CARPET SYSTEMS. All carpet installed in the building interior shall meet the requirements of the California Department of Public Health, "Standard Method for the Testing and Evaluation of Volatile Organic Chemical Emissions from Indoor Sources Using Environmental Chambers," Version 1.2, January 2017 (Emission testing method for California Specification 01350) See California Department of Public Health's website for certification programs and testing labs. https://www.cdph.ca.gov/Programs/CCDPHP/DEODC/EHLB/IAQ/Pages/VOC.aspx. 4.504.3.1 Carpet cushion. All carpet cushion installed in the building interior shall meet the requirements of the California Department of Public Health, "Standard Method for the Testing and Evaluation of Volatile Organic Chemical Emissions from Indoor Sources Using Environmental Chambers," Version 1.2, January 2017 (Emission testing method for California Specification 01350) See California Department of Public Health's website for certification programs and testing labs. https://www.cdph.ca.gov/Programs/CCDPHP/DEODC/EHLB/IAQ/Pages/VOC.aspx. 4.504.3.2 Carpet adhesive. All carpet adhesive shall meet the requirements of Table 4.504.1. 4.504.4 RESILIENT FLOORING SYSTEMS. Where resilient flooring is installed , at least 80% of floor area receiving resilient flooring shall meet the requirements of the California Department of Public Health, "Standard Method for the Testing and Evaluation of Volatile Organic Chemical Emissions from Indoor Sources Using Environmental Chambers," Version 1.2, January 2017 (Emission testing method for California Specification 01350) See California Department of Public Health's website for certification programs and testing labs. hhtps://www.cdph.ca.gov/Programs/CCDPHP/DEODC/EHLB/IAQ/Pages/VOC.aspx. 4.504.5 COMPOSITE WOOD PRODUCTS. Hardwood plywood, particleboard and medium density fiberboard composite wood products used on the interior or exterior of the buildings shall meet the requirements for formaldehyde as specified in ARB's Air Toxics Control Measure for Composite Wood (17 CCR 93120 et seq.), by or before the dates specified in those sections, as shown in Table 4.504.5 4.504.5.1 Documentation. Verification of compliance with this section shall be provided as requested by the enforcing agency. Documentation shall include at least one of the following: 1. Product certifications and specifications. 2. Chain of custody certifications. 3. Product labeled and invoiced as meeting the Composite Wood Products regulation (see CCR, Title 17, Section 93120, et seq.). 4. Exterior grade products marked as meeting the PS-1 or PS-2 standards of the Engineered Wood Association, the Australian AS/NZS 2269, European 636 3S standards, and Canadian CSA 0121, CSA 0151, CSA 0153 and CSA 0325 standards. 5. Other methods acceptable to the enforcing agency. DISCLAIMER:THIS DOCUMENT IS PROVIDED AND INTENDED TO BE USED AS A MEANS TO INDICATE AREAS OF COMPLIANCE WITH THE CALIFORNIA GREEN BUILDING STANDARDS (CALGREEN) CODE. DUE TO THE VARIABLES BETWEEN BUILDING DEPARTMENT JURISDICTIONS, THIS CHECKLIST IS TO BE USED ON AN INDIVIDUAL PROJECT BASIS AND MAY BE MODIFIED BY THE END USER TO MEET THOSE INDIVIDUAL NEEDS. THE END USER ASSUMES ALL RESPONSIBILITY ASSOCIATED WITH THE USE OF THIS DOCUMENT, INCLUDING VERIFICATION WITH THE FULL CODE. Y N/AYN/AYN/AYN/A RESPON. PARTY RESPON. PARTY RESPON. PARTY RESPON. PARTY 2022 CALIFORNIA GREEN BUILDING STANDARDS CODE RESIDENTIAL MANDATORY MEASURES, SHEET 2 (January 2023) Y = YES N/A =NOT APPLICABLE RESPON. PARTY =RESPONSIBLE PARTY (ie: ARCHITECT, ENGINEER, OWNER, CONTRACTOR, INSPECTOR ETC.) 32 2 N . H A R B O R B L V D . SA N T A A N A , C A 9 2 7 0 3 SHEET NUMBER 2 0 2 4 0 1 0 SHEET TITLE PROJECT NUMBER REVISIONS NO.DATE NO.DATE HANNOUCHE ARCHITECTS EXPRESSLY RESERVES ITS COMMON LAW COPYRIGHT AND OTHER PROPERTY RIGHTS INHERENT IN THESE PLANS. ALL DRAWINGS, ELECTRONIC FILES, FIELD NOTES AND ASSOCIATED DOCUMENTS ARE INSTRUMENTS OF SERVICE AND ARE THE PROPERTY OF HANNOUCHE ARCHITECTS. ALL INFORMATION CONTAINED IN THESE DRAWINGS, ELECTRONIC FILES, FIELD NOTES AND ASSOCIATED DOCUMENTS IS PROJECT SPECIFIC AND SHALL NOT BE REPRODUCED, DISCLOSED, CHANGED, COPIED, OR USED OTHERWISE IN ANY FORM OR MANNER WHATSOEVER, WITHOUT FIRST OBTAINING THE EXPRESSED WRITTEN PERMISSION AND CONSENT OF HANNOUCHE ARCHITECTS. HANNOUCHE ARCHITECT c 2021 HANNOUCHE ARCHITECTS 949.261.2070 SAMIR HANNOUCHE, ARCHITECT 20250 SW ACACIA ST. #145 NEWPORT BEACH, CA 92660 May 9, 2025 1 CORR 12/10/24 BLDG A CORR 3/18/25 OCFA 2 CORR 4/09/25 BLDG DATE SIGNED2 3 CORR 5/09/25 BLDG GBC.2 CALGREEN CODE REQUIREMENTS RESTRICTIVE NOTICE DATE REVISIONS SHEET DESCRIPTION PROJECT OWNER PROJECT ADDRESS STAMP NO: REVISIONS DATE SIGNED: 4/1/25 THESE DESIGNS, DRAWINGS, AND SPECIFICATIONS ARE THE EXCLUSIVE PROPERTY OF DONG ENGINEERING. THESE DRAWINGS CANNOT BE COPIED, TRANSFERRED, OR REPRODUCED NOR CAN ANY OTHER STRUCTURES BE BUILT FROM THEM WITHOUT WRITTEN CONSENT. SHEET DE#: TEL- 714-617-5979 GARDEN GROVE, CA 92841 7661 GARDEN GROVE BLVD., DONG ENGINEERING, INC. INFO@DONGENGINEERING.COM 240022 22 U N I T S R E S I D E N C E 32 2 N . H A R B O R B L V D , S A N T A A N A C A 9 2 7 0 3 30 , 5 8 2 S F G R O S S B U I L D I N G A R E A RESTRICTIVE NOTICE DATE REVISIONS SHEET DESCRIPTION PROJECT OWNER PROJECT ADDRESS STAMP NO: REVISIONS DATE SIGNED: 4/1/25 THESE DESIGNS, DRAWINGS, AND SPECIFICATIONS ARE THE EXCLUSIVE PROPERTY OF DONG ENGINEERING. THESE DRAWINGS CANNOT BE COPIED, TRANSFERRED, OR REPRODUCED NOR CAN ANY OTHER STRUCTURES BE BUILT FROM THEM WITHOUT WRITTEN CONSENT. SHEET DE#: TEL- 714-617-5979 GARDEN GROVE, CA 92841 7661 GARDEN GROVE BLVD., DONG ENGINEERING, INC. INFO@DONGENGINEERING.COM 240022 22 U N I T S R E S I D E N C E 32 2 N . H A R B O R B L V D , S A N T A A N A C A 9 2 7 0 3 30 , 5 8 2 S F G R O S S B U I L D I N G A R E A RESTRICTIVE NOTICE DATE REVISIONS SHEET DESCRIPTION PROJECT OWNER PROJECT ADDRESS STAMP NO: REVISIONS DATE SIGNED: 4/1/25 THESE DESIGNS, DRAWINGS, AND SPECIFICATIONS ARE THE EXCLUSIVE PROPERTY OF DONG ENGINEERING. THESE DRAWINGS CANNOT BE COPIED, TRANSFERRED, OR REPRODUCED NOR CAN ANY OTHER STRUCTURES BE BUILT FROM THEM WITHOUT WRITTEN CONSENT. SHEET DE#: TEL- 714-617-5979 GARDEN GROVE, CA 92841 7661 GARDEN GROVE BLVD., DONG ENGINEERING, INC. INFO@DONGENGINEERING.COM 240022 22 U N I T S R E S I D E N C E 32 2 N . H A R B O R B L V D , S A N T A A N A C A 9 2 7 0 3 30 , 5 8 2 S F G R O S S B U I L D I N G A R E A RESTRICTIVE NOTICE DATE REVISIONS SHEET DESCRIPTION PROJECT OWNER PROJECT ADDRESS STAMP NO: REVISIONS DATE SIGNED: 4/1/25 THESE DESIGNS, DRAWINGS, AND SPECIFICATIONS ARE THE EXCLUSIVE PROPERTY OF DONG ENGINEERING. THESE DRAWINGS CANNOT BE COPIED, TRANSFERRED, OR REPRODUCED NOR CAN ANY OTHER STRUCTURES BE BUILT FROM THEM WITHOUT WRITTEN CONSENT. SHEET DE#: TEL- 714-617-5979 GARDEN GROVE, CA 92841 7661 GARDEN GROVE BLVD., DONG ENGINEERING, INC. INFO@DONGENGINEERING.COM 240022 22 U N I T S R E S I D E N C E 32 2 N . H A R B O R B L V D , S A N T A A N A C A 9 2 7 0 3 30 , 5 8 2 S F G R O S S B U I L D I N G A R E A RESTRICTIVE NOTICE DATE REVISIONS SHEET DESCRIPTION PROJECT OWNER PROJECT ADDRESS STAMP NO: REVISIONS DATE SIGNED: 4/1/25 THESE DESIGNS, DRAWINGS, AND SPECIFICATIONS ARE THE EXCLUSIVE PROPERTY OF DONG ENGINEERING. THESE DRAWINGS CANNOT BE COPIED, TRANSFERRED, OR REPRODUCED NOR CAN ANY OTHER STRUCTURES BE BUILT FROM THEM WITHOUT WRITTEN CONSENT. SHEET DE#: TEL- 714-617-5979 GARDEN GROVE, CA 92841 7661 GARDEN GROVE BLVD., DONG ENGINEERING, INC. INFO@DONGENGINEERING.COM 240022 22 U N I T S R E S I D E N C E 32 2 N . H A R B O R B L V D , S A N T A A N A C A 9 2 7 0 3 30 , 5 8 2 S F G R O S S B U I L D I N G A R E A RESTRICTIVE NOTICE DATE REVISIONS SHEET DESCRIPTION PROJECT OWNER PROJECT ADDRESS STAMP NO: REVISIONS DATE SIGNED: 4/1/25 THESE DESIGNS, DRAWINGS, AND SPECIFICATIONS ARE THE EXCLUSIVE PROPERTY OF DONG ENGINEERING. THESE DRAWINGS CANNOT BE COPIED, TRANSFERRED, OR REPRODUCED NOR CAN ANY OTHER STRUCTURES BE BUILT FROM THEM WITHOUT WRITTEN CONSENT. SHEET DE#: TEL- 714-617-5979 GARDEN GROVE, CA 92841 7661 GARDEN GROVE BLVD., DONG ENGINEERING, INC. INFO@DONGENGINEERING.COM 240022 22 U N I T S R E S I D E N C E 32 2 N . H A R B O R B L V D , S A N T A A N A C A 9 2 7 0 3 30 , 5 8 2 S F G R O S S B U I L D I N G A R E A RESTRICTIVE NOTICE DATE REVISIONS SHEET DESCRIPTION PROJECT OWNER PROJECT ADDRESS STAMP NO: REVISIONS DATE SIGNED: 4/1/25 THESE DESIGNS, DRAWINGS, AND SPECIFICATIONS ARE THE EXCLUSIVE PROPERTY OF DONG ENGINEERING. THESE DRAWINGS CANNOT BE COPIED, TRANSFERRED, OR REPRODUCED NOR CAN ANY OTHER STRUCTURES BE BUILT FROM THEM WITHOUT WRITTEN CONSENT. SHEET DE#: TEL- 714-617-5979 GARDEN GROVE, CA 92841 7661 GARDEN GROVE BLVD., DONG ENGINEERING, INC. INFO@DONGENGINEERING.COM 240022 22 U N I T S R E S I D E N C E 32 2 N . H A R B O R B L V D , S A N T A A N A C A 9 2 7 0 3 30 , 5 8 2 S F G R O S S B U I L D I N G A R E A GRADING NOTES: CITY OF SANTA ANA anning and buMing ency 1. ALL GRADING SHALL COMPLY WITH UBC CHAPTERS 18 AND 33, AND APPENDIX CHAPTER 33 AND THE SANTA ANA MUNICIPAL CODE. A CITY GRADING PERMIT IS REQUIRED FOR GRADING. 2. GRADING SHALL NOT BE STARTED WITHOUT FIRST NOTIFYING THE CITY GRADING INSPECTOR. A PRE -GRADING MEETING ON THE SITE IS REQUIRED BEFORE STARTING OF GRADING WITH THE FOLLOWING PEOPLE PRESENT: GRADING CONTRACTOR, DESIGN CIVIL ENGINEER, GEOTECHNICAL ENGINEER, GRADING INSPECTOR AND WHEN REQUIRED, THE ARCHAEOLOGIST AND PALEONTOLOGIST. THE REQUIRED INSPECTIONS FOR GRADING WILL BE EXPLAINED AT THIS MEETING. 3. AN APPROVED COPY OF THE GRADING PLANS SHALL BE ON THE PERMITTED SITE WHILE WORK IS IN PROGRESS. 4. THE DESIGN CIVIL ENGINEER SHALL BE AVAILABLE DURING THE GRADING TO VERIFY COMPLIANCE WITH THE PLANS, SPECIFICATIONS, CODE AND ANY SPECIAL CONDITIONS OF THE PERMIT WITHIN HIS PURVIEW. 5. THE GEOTECHNICAL ENGINEER SHALL PERFORM PERIODIC INSPECTIONS AND SUBMIT A COMPLETE REPORT AND MAP UPON COMPLETION OF THE ROUGH GRADING.THE COMPACTION REPORT AND APPROVAL FROM THE GEOTECHNICAL ENGINEER SHALL INDICATE THE TYPE OF FIELD TESTING PERFORMED. EACH TEST SHALL BE IDENTIFIED WITH THE METHOD OF OBTAINING THE IN -PLACE DENSITY, WHETHER SAND CONE OR DRIVE RING, AND SHALL BE SO NOTED FOR EACH TEST. SUFFICIENT MAXIMUM DENSITY DETERMINATIONS SHALL BE PERFORMED TO VERIFY THE ACCURACY OF THE MAXIMUM DENSITY CURVES BY THE FIELD TECHNICIAN. 6. CUT AND FILL SLOPES SHALL BE NO STEEPER THAN 2 FOOT HORIZONTAL TO 1 FOOT VERTICAL (2: 1) EXCEPT WHERE SPECIFICALLY APPROVED OTHERWISE. 7. FILLS SHALL BE COMPACTED THROUGHOUT TO A MINIMUM OF 90 DENSITY. AGGREGATE BASE FOR ASPHALTIC AREAS SHALL BE COMPACTED TO MINIMUM OF 95% RELATIVE DENSITY. MAXIMUM DENSITY SHALL BE DETERMINED BY THE UNIFORM BUILDING CODE STANDARD NO. 70-1, OR APPROVED EQUIVALENT, AND FIELD DENSITY BY UNIFORM BUILDING STANDARD NO. 70-2, OR APPROVED EQUIVALENT. 8. THE CONTRACTOR SHALL NOT CREATE ANY TRENCH OR EXCAVATION 5-FEET OR MORE WITHOUT THE NECESSARY PERMIT FROM THE STATE OF CALIFORNIA DIVISION OF INDUSTRIAL SAFETY. 9. ALL CUT SLOPE SHALL BE INVESTIGATED BOTH DURING AND AFTER GRADING BY THE GEOTECHNICAL ENGINEER TO DETERMINE IF ANY SLOPE STABILITY PROBLEM EXISTS. SHOULD EXCAVATION DISCLOSE ANY GEOLOGICAL HAZARDS OR POTENTIAL GEOLOGICAL HAZARDS, THE GEOTECHNICAL ENGINEER SHALL SUBMIT RECOMMENDED TREATMENT TO THE CITY ENGINEER FOR APPROVAL. 10. THE PERMITTEE IS RESPONSIBLE FOR DUST CONTROL MEASURES. WATER ACTIVE SITES AT LEAST TWICE DAILY. 11. THE LOCATING AND PROTECTION OF ALL EXISTING UTILITIES IS THE RESPONSIBILITY OF THE PERMITTEE. 12. GRADING OPERATIONS INCLUDING MAINTENANCE OF EQUIPMENT WITHIN ONE-HALF MILE OF HUMAN OCCUPANCY SHALL NOT BE CONDUCTED BETWEEN THE HOURS OF 5:00 P.M. AND 7:00 A.M. 13. THE PERMITTEE SHALL GIVE REASONABLE NOTICE TO THE OWNER OF ADJOINING LANDS AND BUILDINGS PRIOR TO BEGINNING EXCAVATIONS, WHICH MAY AFFECT THE LATERAL AND SUBJACENT SUPPORT OF THE ADJOINING PROPERTY. THE NOTICE SHALL STATE THE INTENDED DEPTH OF EXCAVATION AND WHEN EXCAVATION COMMENCES. THE ADJOINING OWNER SHALL BE ALLOWED AT LEAST 30 DAYS AND REASONABLE ACCESS ON THE PERMITTED PROPERTY TO PROTECT HIS STRUCTURE, IF HE SO DESIRES, UNLESS OTHERWISE PROTECTED BY LAW. 14. ALL EXISTING DRAINAGE COURSES THROUGH THE SITE SHALL REMAIN OPEN TO HANDLE THE STORM WATER; HOWEVER, IN ANY CASE, THE PERMITTEE SHALL BE HELD LIABLE FOR ANY DAMAGE DUE TO OBSTRUCTING NATURAL DRAINAGE PATTERNS. 15. APPROVED EROSION PROTECTION DEVICES SHALL BE PROVIDED AND MAINTAINED DURING THE RAINY SEASON AND SHALL BE IN PLACE AT THE END OF EACH DAYS WORK. PROPER EROSION CONTROL MEASURES MUST BE SHOWN ON THE PLANS. 16. CONSTRUCTION SITES SHALL BE MAINTAINED IN SUCH A CONDITION THAT AN ANTICIPATED STORM DOES NOT CARRY WASTES OR POLLUTANTS OFF THE SITES. DISCHARGES OF MATERIAL OTHER THAN STORM WATER ARE ALLOWED ONLY WHEN NECESSARY FOR PERFORMANCE AND COMPLETION OF CONSTRUCTION PRACTICES AND WHERE THEY DO NOT: CAUSE OR CONTRIBUTE TO A VIOLATION OF ANY WATER QUALITY STANDARD; CAUSE OR THREATEN TO CAUSE POLLUTION, CONTAMINATION, OR NUISANCE; OR CONTAIN A HAZARDOUS SUBSTANCE IN A QUANTITY REPORTABLE UNDER FEDERAL REGULATIONS 40 CFR 117 AND 302. POTENTIAL POLLUTANTS INCLUDE BUT ARE NOT LIMITED TO: SOLID OR LIQUID CHEMICAL SPILLS; WASTES FROM PAINTS, STAINS, SEALANTS, GLUES, LIMES, PESTICIDES, HERBICIDES, WOOD PRESERVATIVES AND SOLVENTS; ASBESTOS FIBERS, PAINT FLAKES OR STUCCO FRAGMENTS; FUELS, OILS, LUBRICANTS, AND HYDRAULIC RADIATOR OR BATTERY FLUIDS; FERTILIZERS, VEHICLES/EQUIPMENT WASH WATER AND CONCRETE WASH WATER; CONCRETE, DETERGENT OR FLOATABLE WASTES; WASTES FROM ANY ENGINE/EQUIPMENT STEAM CLEANING OR CHEMICAL DEGREASING; AND SUPERCHLORINATED POTABLE WATER LINE FLUSHINGS. DURING CONSTRUCTION, DISPOSAL OF SUCH MATERIALS SHOULD OCCUR IN A SPECIFIED AND CONTROLLED TEMPORARY AREA ON -SITE, PHYSICALLY SEPARATED FROM POTENTIAL STORM WATER RUN-OFF, WITH ULTIMATE DISPOSAL IN ACCORDANCE WITH LOCAL, STATE, AND FEDERAL REQUIREMENTS. 17. DEWATERING OF CONTAMINATED GROUNDWATER, OR DISCHARGING CONTAMINATED SOILS VIA SURFACE EROSION IS PROHIBITED. DEWATERING OF NON -CONTAMINATED GROUNDWATER REQUIRES A NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM PERMIT FROM THE RESPECTIVE STATE REGIONAL WATER QUALITY CONTROL BOARD. 18. ALL DIRT, SAND, MUD, OR DEBRIS DEPOSITED OR SPILLED UPON PUBLIC STREETS DURING ANY GRADING, HAULING, OR EXPORT OPERATIONS SHALL BE IMMEDIATELY CLEANED UP BY THE DEVELOPER, HIS CONTRACTOR, SUBCONTRACTORS, OR AGENTS TO THE SATISFACTION OF THE CITY ENGINEER. FAILURE TO DO SO WILL BE CAUSE FOR STOPPING ALL SUCH GRADING, HAULING, OR EXPORT WORK BY THE CITY UNTIL SUCH TIME AS THE STREETS ARE CLEANED. 19. ALL TRUCKS HAULING DIRT, SAND, OIL, OR OTHER LOOSE MATERIALS ARE TO BE COVERED OR SHOULD MAINTAIN AT LEAST TWO FEET OF FREEBOARD IN ACCORDANCE WITH THE REQUIREMENTS OF CVC SECTION 23114. 20. CONTRACTOR IS RESPONSIBLE FOR THE REPAIR OF ALL DAMAGES TO PUBLIC PROPERTIES THAT ARE CAUSED BY THE WORK ON -SITE. REPAIR MUST BE COMPLETED TO THE SATISFACTION OF THE CITY ENGINEER. 21. EARTHWORK VOLUMES: (SEE TABLE THIS SHEET) SUBMIT HAUL ROUTES FOR APPROVAL IF NET VOLUMES EXCEED 500 CUBIC YARDS. 22. IF THE NET VOLUME EXCEEDS 500 CUBIC YARDS, THE CONTRACTOR MUST SUBMIT A HAUL TRUCK ROUTE TO THE CITY FOR APPROVAL. HAUL ROUTE SHALL INCLUDE THE LOCATION OF BORROW AND/OR DISPERSAL SITE, ALL STREETS INCLUDED IN THE ROUTE, THE PROPOSED STAGING AREA, AND THE MAXIMUM GROSS WEIGHT OF THE TRUCKS WHEN LOADED. 23. SEPARATE PERMITS MUST BE OBTAINED FROM THE CITY BUILDING AND SAFETY DIVISION FOR THE CONSTRUCTION OF RETAINING WALLS, LIGHT POLES, TRASH ENCLOSURES, ON -SITE PLUMBING AND ALL BUILDING STRUCTURES. 24. PRIOR TO TURNING ON WATER METERS (DOMESTIC AND IRRIGATION), AND/OR FIRE SERVICES, ARRANGE FOR INSTALLATION, TESTING, AND CERTIFICATION OF ALL NEEDED BACKFLOW PROTECTION DEVICES, WHETHER SUCH DEVICES ARE SHOWN ON THE PROJECT PLANS OR NOT. APPROVED BACKFLOW PROTECTION DEVICES WILL BE INSTALLED ON - SITE BY THE DEVELOPER IN CONFORMANCE WITH CODE REGULATIONS AND CITY REQUIRIREMENTS. CONTACT TOM DIX AT (714) 647-3341 FOR ASSISTANCE. REVISIONS NO. DATE INITIALS DESCRIPTIONS APPROVED PRECISE GRADING PLAN FOR 22-UNIT RESIDENTIAL PROJECT 322 NORTH HARBOR BOULEVARD, SANTA ANA, CA DP# 2022-03 EROSION AND SEDIMENT CONTROL: 1. ALL WORK SHALL BE IN ACCORDANCE WITH THE EROSION CONTROL PLANS, THE PROJECTS STORM WATER POLLUTION PREVENTION PLAN (SWWPP), AND WATER QUALITY MANAGEMENT PLAN (WQMP) AND THE RECOMMENDATIONS OF THE SOILS REPORT. 2. THE CONTRACTOR, PERMITTEE OR OWNER SHALL BE RESPONSIBLE FOR THE INSPECTION, MODIFICATION AND PROPER MAINTENANCE OF THE EROSION CONTROL DEVICES AS NECESSARY. IN THE EVENT OF FAILURE OR REFUSAL TO PROPERLY MAINTAIN SAID DEVICES, THE CITY ENGINEER MAY CAUSE EMERGENCY MAINTENANCE WORK TO BE DONE TO PREVENT DISCHARGE OF POLLUTION INTO CITY STORM DRAIN SYSTEMS AND TO PROTECT ADJACENT PRIVATE AND PUBLIC PROPERTY, THE COST SHALL BE CHARGED TO THE OWNER. 3. ALL EROSION CONTROL MEASURES REQUIRED TO RETAIN SEDIMENT ON -SITE AND TO SAFELY DISCHARGE ANY ACCELERATED RUNOFF GENERATED BY THE PROJECT SHALL BE INSTALLED DURING THE INITIAL CONSTRUCTION PHASE OF THE PROJECT. 4. ALL REMOVABLE PROTECTION DEVICES SHOWN SHALL BE IN PLACE AT THE END OF EACH WORKING DAY WHEN THE 5-DAY RAIN PROBABILITY FORECAST EXCEEDS 40% 5. THE CONTRACTOR, PERMITTEE, OR PROJECT OWNER SHALL BE RESPONSIBLE AND SHALL TAKE NECESSARY PRECAUTIONS TO PREVENT PUBLIC TRESPASS ONTO AREAS WHERE IMPOUNDED WATER CREATES A HAZARDOUS CONDITION. NECESSARY PRECAUTION MAY INCLUDE, BUT NOT BE LIMITED TO, APPROPRIATE PERIMETER FENCING OR A 24-HOUR GUARD PREVENTING UNAUTHORIZED PERSONS FROM ENTERING THE BASINS. 6. PAVED STREETS, SIDEWALKS, AND OTHER IMPROVEMENTS SHALL BE MAINTAINED IN A NEAT AND CLEAN CONDITION, FREE OF LOOSE SOIL, CONSTRUCTION DEBRIS, AND TRASH. STREET SWEEPING OR OTHER EQUALLY EFFECTIVE MEANS SHALL BE USED ON A REGULAR BASIS TO CONTROL EROSION. WATERING SHALL NOT BE USED TO CLEAN STREETS EXCEPT FOR THE REMOVAL OF FINE MATERIAL NOT OTHERWISE REMOVED BY SWEEPING OR OTHER MECHANICAL MEANS. 7. STAND-BY CREWS SHALL BE ALERTED BY THE CONTRACTOR, PERMITTEE OR OWNER FOR EMERGENCY WORK DURING THE RAINY SEASON. 8. GRAVEL BAGS AND NECESSARY MATERIALS IN ACCORDANCE WITH THE APPROVED PLANS, SHALL BE AVAILABLE ON SITE AND STOCKPILED AT CONVENIENT LOCATIONS TO FACILITATE RAPID CONSTRUCTION OF TEMPORARY DEVICES OR TO REPAIR ANY DAMAGED EROSION CONTROL MEASURES WHEN RAIN IS IMMINENT. A STAND-BY CREW SHALL BE MADE AVAILABLE AT ALL TIMES DURING THE RAINY SEASON. 9. PROVIDE VELOCITY CHECK DAMS IN ALL STREETS AT 100 FEET INTERVALS OR AS REQUIRED BY THE ENGINEER. VELOCITY CHECK DAMS MAY BE CONSTRUCTED OF GRAVEL BAGS, TIMBER, OR OTHER EROSION RESISTANT MATERIALS APPROVED BY THE CITY ENGINEER, AND SHALL EXTEND COMPLETELY ACROSS THE STREET AT RIGHT ANGLES TO THE CENTERLINE. EARTH DIKES MAY NOT BE USED AS VELOCITY CHECK DAMS. CHECK DAM INSTALLATION SHALL PROVIDE FOR THE PREVENTION OF EROSION AROUND THE END OF THE DAM. 10. EROSION CONTROL PLANS MUST PROVIDE A 24-HOUR TELEPHONE NUMBER AND THE NAME(S) OF THE PERSON (S) RESPONSIBLE FOR EMERGENCY WORK. A TELEPHONE ANSWERING SERVICE IS UNACCEPTABLE. DUST CONTROL: CONSTRUCTION SHALL BE IN COMPLIANCE WITH S.C.A.Q.M.D. RULES 403 TO REDUCE FUGITIVE DUST. DUST REDUCING MEASURES WILL INCLUDE: 1. REGULAR WATERING OF GRADED SURFACES. 2. ALL CONSTRUCTION VEHICLES AND EQUIPMENT SHALL TRAVEL ALONG ESTABLISHED AND REGULARLY WATERED ROADWAYS. 3. REGULAR OPERATIONS THAT TEND TO CREATE DUST SHALL BE SUSPENDED DURING WINDY CONDITIONS. 0eF°Cm roG Unground Service Alert of Southern California nn Call: TOLL FREE 1-800 422-4133 TWO WORKING DAYS BEFORE YOU DIG UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA ATTENTION IS DIRECTED TO THE POSSIBLE EXISTENCE OF UNDERGROUND FACILITIES NOT KNOWN OR IN A LOCATION DIFFERENT FROM THAT WHICH IS SHOWN ON THE PLANS OR IN THE SPECIAL PROVISIONS. THE CONTRACTOR SHALL TAKE STEPS TO ASCERTAIN THE EXACT LOCATION OF ALL UNDERGROUND FACILITIES PRIOR TO DOING WORK THAT MAY DAMAGE SUCH FACILITIES OR INTERFERE WITH THEIR SERVICE. BEFORE EXCAVATING, THE CONTRACTOR SHALL VERIFY THE LOCATION OF UNDERGROUND UTILITIES BY CONTACTING UNDERGROUND SERVICE ALERT AT 1-(800)-422-4133. PURSUANT TO ASSEMBLY BILL 3019, NO EXCAVATION PERMIT IS VALID UNLESS THE CONTRACTOR CONTACTS AND OBTAINS AN INQUIRY ID NUMBER FROM "UNDERGROUND SERVICE ALERT (1-800-422-4123)" ATLEAST TWO WORKING DAYS PRIOR TO COMMENCING EXCAVATION. REFERENCES PLANS c~n HAZARD AVE w o o � z w co z z o Cn 2 :D 0 m F ROOSEVEL AVE U) o m Z J L� SILVER DR � o Q FIFTH ST. z J N � w w N > LF a_ z Q � czo PROJECT o = z z LOCATION FIRST ST. VICINITY MAP NTS SHEET INDEX SHEET 1 TITLE SHEET SHEET 2 DETAIL SHEET SHEET 3 DETAIL SHEET (CONT.) SHEET 4 PRECISE GRADING PLAN SHEET 5 HORIZONTAL CONTROL PLAN SHEET 6 EROSION CONTROL PLAN UTILITY CONTACTS GAS - SOUTHERN GAS COMPANY CONTACT: MR. LUIS RAMIREZ 818-701-4546 ELECTRICAL - SOUTHERN CA. EDISON COMPANY CONTACT: MR. GAIL GARDNER 562-903-3167 WATER - CITY OF SANTA ANA WATER DEPARTMENT CONTACT: MS. RUDY DAVILA 714-593-7348 CABLE - TIMES WARNER (CABLE TELEVISION) CONTACT: MS. CHRIS DONNELLY 714-903-8307 TELEPHONE - ATT: CONTACT -MR. ERNEST ESTACIO 714-237-6165 - SPRINT: CONTACT -MR. TIBOR LAKY 949-842-9315 - VERIZON: CONTACT -MR. DEAN BOYERS 972-729-6322 SEWER - ORANGE COUNTY SANITATION DISTRICT CONTACT: MS. RUDY DAVILA 714-593-7348 UNDERGROUND - USA DIG ALERT DIG ALERT CONTACT: MS. POLLY DUNN 951-808-8100 LEGEND ABBREVEATIONS c ohs CF CURB FACE FIRE HYDRANT C&G CURB AND GUTTER STREET LIGHT DWY DRIVEWAY TRAFFIC SIGNAL EXIST. EXISTING LIGHT STANDARD X� FF FINISHED FLOOR POWER POLE FG FINISHED GRADE FL FLOW LINE IRRIGATION WATER METER IRR❑ FS FINISHED SURFACE WATER METER WM ❑ GFF GARAGE FINISHED FLOOR PULL BOX PB❑ ELEC ELECTRICAL GRATE DRAIN ® HP HIGH POINT WATER VALVE ® HYD HYDRANT SEWER MANHOLE MHO INV INVERT IRR IRRIGATION SEWER CLEAN OUT CO 0 MAX MAXIMUM TELEPHONE MH TMH O PROP. PROPOSED TREE BOX E o P/L PROPERTY LINE CENTER LINE s - R/W RIGHT OF WAY JOIN SMH SEWER MAINHOLE CURB & GUTTER EXIST. PROP. TC TOP OF CURB SEWER LINE S TF TOP OF FOOTING WATER LINE W TG TOP OF GRATE PROPERTY OR R/W LINE -- TR TOP OF RETAINING WALL DCDA TW TOP OF WALL RPPD W/LY WESTERLY WM WATER METER SOILS ENGINEER CERTIFICATION: I HAVE REVIEWED AND APPROVE THIS GRADING PLAN. IT COMPILES WITH ALL OF THE REQUIREMENTS AND RECOMMENDATIONS PER GEOTEHNICAL REPORT DATED SIGNATURE SOILS ENGINEER: DER M -.� o��Fy2 GLOBAL GEO-ENGINEERING, INC. N 9 33 3 CORPORATE PARK, SUITE 270 EXP.9 30 25 IRVINE, CA 92706 PH: (949) 221-0900 BENCH MARK OCS BM SA-324-83 ELEV. 67.783 (2005) FOUND 3 3\4" OCS ALUMINUM BENCHMARK DISK STAMPED "SA-324-83", SET IN THE SOUTHWEST CORNER OF A 4 FT. BY 9 FT. CONCRETE CATCH BASIN. MONUMENT IS LOCATED IN THE NORTHEAST CORNER OF THE INTERSECTION OF NEWHOPE STREET AND FIRST STREET, 75 FT. EASTERLY OF THE CENTERLINE OF NEWHOPE STREET AND 39 FT NORTHERLY OF THE CENTERLINE OF FIRST STREET. MONUMENT IS SET LEVEL WITH THE SIDEWALK PREPARED UNDER THE SUPERVISION OF: DMV S CONSULTANTS, INC. CIVIL EN GINEE R S 12371 Lewis St. #203 Garden Grove CA. 92840 P. 714-740-8840 F. 714-740-8842 FLOOD ZONE: FLOOD ZONE: X (AREA WITHOUT BASE FLOOD ELEVATION) FLOOD MAP NO.: 06059CO256J DATED: DECEMBER 3, 2009 COMMUNITY NAME: CITY OF SANTA ANA COMMUNITY PANEL NO.: 060232 LEGAL DESCRIPTION THE LAND REFERRED TO HEREIN BELOW IS SITUATED IN THE CITY OF SANTA ANA, IN THE COUNTY OF ORANGE, STATE OF CALIFORNIA, AND IS DESCRIBED AS FOLLOWS: THE NORTH 100 FEET SOUTH 300 FEET OF THE EAST HALF OF THE NORTHEAST QUARTER OF THE SOUTHEAST QUARTER OF THE SOUTHEAST QUARTER OF SECTION 9, TOWNSHIP 5 SOUTH, RANGE 10 WEST, SAN BERNARDINO BASE AND MERIDIAN. EXCEPTING THEREFROM THE WEST 132 FEET ALSO EXCEPT THEREFROM ALL OIL, GAS, MINERALS AND HYDROCARBONS, BELOW A DEPTH OF 500 FEET, WITHOUT THE RIGHT OF SURFACE ENTRY, AS RESERVED IN INSTRUMENTS OF RECORD. APN: 198-051-17 FOR PUBLIC SEWER AND WATER FACILITIES ONLY APPROVED BY: CESAR E. BARRERA, P.E. DEPUTY PUBLIC WORKS DIRECTOR/ WATER RESOURCE MANAGER OWNER DATE GRADING PERMIT NO 50101488 APPROVED BY: CITY OF SANTA ANA APPROVED CITY ENGINEER RCE # APPLICANT: DATE SCOTT TRAN SCOTT TRAN AMERICAN PACIFIC INVESTMENTS GROUPS, LLC AMERICAN PACIFIC INVESTMENTS GROUPS, LLC 8642 GARDEN GROVE BOULEVARD 8642 GARDEN GROVE BOULEVARD GARDEN GROVE, CA 92844 GARDEN GROVE, CA 92844 GRADING CONSTRUCTION NOTES QUANTITY O1 CONSTRUCT 6" THICK CONCRETE PAVEMENT. Approved O2 CONSTRUCT 6" CONC. CURB, TYPE B-1 PER CITY OF SANTA ANArt)fRNML-13MIT �F U A C E W=2 ( ) 3 CONSTRUCT CONC. RECTANGULAR DRAIN BOX ' PER D TAIL KK f� O O4 CONSTRUCT 4"0 SDR35 PVC DRAIN PIPE. 70 LF O5 CONSTRUCT CONC. SIDEWALK PER CITY STD. PLAN 1104. 200 SF O6 REMOVE EXIST. BLOCKWALL/CHAIN LINK FENCE/WOOD FENCE Master ID: 143 LF O7 CONSTRUCT YARD DRAIN INLET PER DETAIL ON SHEET 2 8 EA O8 CONSTRUCT 6"0 SDR35 PVC DRAIN PIPE. Date: 178 LF O9 CONSTRUCT #1212 BROOKS DRAIN BOX WITH TRAFFIC GRATE PER DETAIL ON SHEET 2 4 EA 10 CONSTRUCT 6' HIGH BLOCKWALL PER CITY OF SANTA ANA STD. PLAN 113-A, 128 LF PER SEPARATE PERMIT. 11 CONSTRUCT RET. WALL (HEIGHT PER PLAN.) W/6' HIGH BLOCKWALL (STRUCTURAL 128 LF CALCS BY OTHERS) PER SEPARATE PERMIT. 12 CONSTRUCT TRASH ENCLOSURE PER ARCHITECT'S PLANS. 1 EA 13 CONSTRUCT 3.5' HIGH BLOCKWALL PER CITY OF SANTA ANA STD. PLAN 113-A, 40 LF PER SEPARATE PERMIT. 14 CONSTRUCT SUMP PUMP PER DETAIL ON SHEET 3 1 EA 15 CONSTRUCT MWS PER DETAILON SHEET 2 1 EA 16 CONSTRUCT TRENCH CHANNEL DRAIN PER DETAIL ON SHEET 2 2 EA 17 CONSTRUCT 4"0 D.I. FORCE MAIN. 16 LF 18 CONSTRUCT #2424 BROOKS DRAIN BOX WITH SOLID/STEEL COVER PER DETAIL 1 EA 19 CONSTRUCT INLET TYPE I PER CITY OF SANTA ANA STD. PLAN 318 1 EA 20 INSTALL LANDSCAPING PER SEPARATE LANDSCAPE PLANS. 1 LS ENGINEER'S NOTICE TO CONTRACTOR 1. THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITY PIPES OR STRUCTURES SHOWN ON THESE PLANS ARE OBTAINED BY A SEARCH OF THE AVAILABLE RECORDS. THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO PROTECT THE UTILITIES AND STRUCTURES SHOWN AND ANY OTHER LINES OR STRUCTURES NOT OF RECORD OR NOT SHOWN ON THESE PLANS. AND IS RESPONSIBLE FOR THE PROTECTION OF AND ANY DAMAGE TO THESE LINES OR STRUCTURES. 2. THE CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THIS PROJECT, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY; THAT THESE REQUIREMENTS SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS AND THAT THE CONTRACTORS SHALL DEFEND, INDEMNIFY, AND HOLD THE OWNER AND ENGINEER HARMLESS FROM ANY AND ALL LIABILITY REAL OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING FOR LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE OWNER OR THE ENGINEER, OR ANY PUBLIC AGENCY. 3. THE ESTIMATES OF EARTHWORK AND IMPROVEMENT QUANTITIES AS SHOWN HEREON ARE PROVIDED ONLY FOR THE PURPOSE OF SATISFYING CITY PLAN INFORMATION REQUIREMENTS. THE CONTRACTOR SHALL PERFORM AN INDEPENDENT ESTIMATE OF ALL EARTHWORK AND IMPROVEMENT QUANTITIES AND SHALL USE SAME AS A BASIS FOR THIS BID(S) AND CONTRACT(S). 4. THE TOPOGRAPHIC INFORMATION CONTAINED IN THESE PLANS WAS OBTAINED BY AERIAL AND/OR FIELD SURVEY DATA AND DISCREPANCIES BETWEEN PLAN ELEVATIONS AND ACTUAL ELEVATIONS ARE TO BE ANTICIPATED. THE CONTRACTOR SHALL REMAIN ALERT FOR AND PROMPTLY REPORT ANY AND ALL SUBSTANTIAL DISCREPANCIES (SUFFICIENT TO CAUSE A CHANGE IN THE PLANS AND/OR AN INCREASE IN COST(S) TO THE OWNER AND TO THE ENGINEER OF RECORD, AND SHALL NOT PROCEED WITH AN AFFECTED WORK AREA UNTIL DIRECTED TO DO SO BY AN APPROPRIATE OWNER REPRESENTATIVE. EARTHWORK QUANTITIES DESCRIPTION CUT FILL EARTHWORK - 232 CY SUBSIDENCE AT 0.10' - 32 CY SHRINKAGE - 320 CY OVEREXCAVATION * 3,200 CY 3,200 CY IMPORT - 3,784 CY NOTE: INCLUDES SHRINKAGE FACTOR OF 10% FOR REPLACING SOIL BECAUSE OF POOR BEARING CAPACITY FOR THE BUILDING SITE APPROX. DEPTH OF REMOVAL 6 FEET. TOTAL SITE AREA: 0.34 ACRES/ 14,824 SF TOTAL IMPERVIOUS AREA: 0.51 AM TOTAL PERVIOUS AREA: 0.24 ACRES BEARING SHOWN HEREON ARE BASED ON CENTERLINE OF FIRST STREET BEING N89°32'05"W SHOWN ON TRACT NO. 26290, 838/39-42 IN THE CITY OF SANTA ANA, COUNTY OF ORANGE, STATE OF CALIFORNIA. SEE HORIZONTAL CONTROL PLAN. i �■ V �\Fkl OCS BM SA-314-83 ELEV. 67.783 (2005) FOUND 3 3\4" OCS ALUMINUM BENCHMARK DISK STAMPED "SA-314-83", SET IN THE SOUTHWEST CORNER OF A 4 FT. BY 9 FT CONCRETE CATCH BASIN. MONUMENT IS LOCATED IN THE NORTHEAST CORNER OF THE INTERSECTION OF NEWHOPE STREET AND FIRST STREET, 75 FT. EASTERLY OF THE CENTERLINE OF NEWHOPE STREET AND 39 FT. NORTHERLY OF THE CENTERLINE OF FIRST STREET. MONUMENT IS SET LEVEL WITH THE SIDEWALK SEE PLAN FOR LOCATION NOTE: CONTRACTOR TO PROVIDE TBM AS SELECTED EXISTING OCS BENCHMARK IS ABOUT 3600' AWAY FROM THE JOB SITE OCFA SR# 24002985 DP# 2022-03 ASSESSOR PARCEL N0. a 198-051-17 TITLE SHEET RESIDENTIAL DEVELOPMENT 322 N HARBOR BLVD., SANTA ANA, CA PUBLIC WORKS AGENCY DATE 1 04-04-24 CITY OF SANTA ANA SHEET 1 OF 6 CITY OF SANTA ANA anning and buMing Agency O O �Z mM HZ CD r- 6 k_>38 r- 8 FS I'1c .� o 0 �z NCD 6"S D[ 2% I 2%MIN 2%MIN� 05 4 A \vO ZT4qlNE N S o > � ` \o FS So 2% 5% MIN MI i 72.60TG 7 FL;, .. 71.221NV D, 1 8 Z�N L 18' �o 06 J Li r, _C` ) F > O O z o`t r` Lf7 00 "i� 0o � S89°37'24" "v 73.40FG D$27-MIN 73.00FG )�g� 3EOFT� O I - r ~ B z B O 0- N 4 00 _j O ; Q 0)O 3: v 72.60TG FL 7 18' 23' Z m 71.091NV Q y 5 o MIN S S MIN = 00 0 d- cD N 6. 4' Cn C O O w _R- 6 >� N 0`0 Zg SETBACK LINE v , N I 8 7G FU V I: 2% MIN 5 0 M N z�N 6.4 �lJ - ��FS O - -� 72.83FG Z 72.80TG 4 TRASH EN� 73.9OFF L J r r7,11.3PI L- .(IROOFED Trl'_ J r-� 16' S S SEE PLUMBING PLANS U 'I 8 SETBACK LINE 6"SD _ 2%MIN 73.00FG 2%MIN �q S89°37'24"E REVISIONS NO. DATE INITIALS DESCRIPTIONS IAPPROVED REFERENCES PLANS FIFTH ST EXIST. BUILDING L///-/��11111111111 1 L Y II I SMH � EXIST. C&G 1❑ APN: 198-051-16 Ld I 11 � a II 20' 13 v II 4' WIDE RIGHT-OF-WAY X DEDICATION TO THE CITY 72.78 ``' II OF SANTA ANA FOR 0 o ^off ^� FS�2.g 11 I STREET PURPOSES PER r` r` "' or- N o SEPARATE DOCUMENT 000 '� 15 r` o 2 Ln o I 1`L `. i3 r` co N in E FS s2 " 19+80.08 148.23 JOIN EX, C&G SIDEWALK o > o w PROPOSED DCD ra `S 06 `'' S A -\ 9 -SETBACK LINE 2 LS 2 F s > 1�� 73.72TS 10 73.22E >1�56 . o� V �° DRIVEWAY - 8' 4' s ' N I 1%MIN °; FR-� \ 74.10FS 15, 8 .09RIP�/ I O. 8 I2.0% I� �g 17 E O CD t- yr o� 12.9 I D V P DS ' - - F F5 �� F5 > AS 2 20 �� 73.70TG - _r'o 72.571NV - . - �,c 6' VCP 6 CP S. SMH J' J' SCO.. 2 LS 72.581NV �gLF 2 4 S 74.50TC `O� `� G8 ` � - �� 8 oo' J '`�2 ��`' 2.55 '� 1h _�° 1 `� BUILDING LINE 0 FS 18, 23' S S 0 ♦ \ MEMO imom6 � ►i O 8 1� FC� ^ CORE PIPE THRU WALL O O 6 SD �D 50 0% SETBACK LINE 1� 2%MIN " 73.00FG 27oMIN 8 r % y oo b r IV 7 10 � V V V OeFoRe roG Under ground ° Service Alert O of Southern California �rrr� Call: TOLL FREE 1-800 422-4133 TWO WORKING DAYS BEFORE YOU DIG 4' WIDE RIGHT-OF-WAY STAIRS LS I w DEDICATION TO THE CITY 73.5OFF OF SANTA ANA FOR 72.75PAD 20 20 O STREET PURPOSES PER SEPARATE DOCUMENT L77777 12.3' CJ't LLLIII \14 1 �� I J S=0.50% o M 207 2%MIN Z 2%M-IN N 2%MIN ;4/ /77 % 7 7 7777-1) JOIN EX, C&G SIDEWALK z o �o ¢ I ,226) SAWCUTI& JOIN �� '� oN 3::II I °s Tc I EXIST. BUILDING 7 �2 1I1- 1 EXIST. C&G �1 20 w r F� APN: 198-051-18 A J II I ofN U T I SAWCUT & JOIN W z 0 � � WV I~ Ld � co I z Q 0 U Q J � �1 U Zo CD Ln Ln _j X W CL LLI 2! W LLI m m U • O z LW o z I co w LLI � LLI 1 m ZD U z a 0 W W g TMH UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA ATTENTION IS DIRECTED TO THE POSSIBLE EXISTENCE OF UNDERGROUND FACILITIES NOT KNOWN OR IN A LOCATION DIFFERENT FROM THAT WHICH IS SHOWN ON THE PLANS OR IN THE SPECIAL PROVISIONS. THE CONTRACTOR SHALL TAKE STEPS TO ASCERTAIN THE EXACT LOCATION OF ALL UNDERGROUND FACILITIES PRIOR TO DOING WORK THAT MAY DAMAGE SUCH FACILITIES OR INTERFERE WITH THEIR SERVICE. BEFORE EXCAVATING, THE CONTRACTOR SHALL VERIFY THE LOCATION OF UNDERGROUND UTILITIES BY CONTACTING UNDERGROUND SERVICE ALERT AT (800)-422-4133 BENCH MARK OCS BM SA-32+43 El". 673W (2005) FOUND 3 3\4" OCS ALUMINUM BENCHMARK DISK STAMPED 'SA-324-83', SET IN THE SOUTHWEST CORNER OF A 4 FT. BY 9 FT. CONCRETE CATCH BASIN. MONUMENT IS LOCATED IN THE NORTHEAST CORNER OF THE INTERSECTION OF NEWHOPE STREET AND FIRST STREET, 75 FT. EASTERLY OF THE CENTERLINE OF NEWHOPE STREET AND 39 FT NORTHERLY OF THE CENTERLINE OF FIRST STREET. MONUMENT IS SET LEVEL WITH THE SIDEWALK PREPARED UNDER THE SUPERVISION OF: CONSULTANTS. INC. C I V I L E N G I N E E R S 12371 Lewis St. #203 Garden Grove CA. 92840 P. 714-740-8840 F. 714-740-8842 CONSTRUCTION LEGEND CONCRETE WALKWAY/APRON Approved 3" COLDMILL OVER 2" ARHM OVERLAY FOR PERMIT ISSUANCE FULL DEPTH AC LS LANDSCAPE AREAS (LANDSCAPING PER SEPARATE PLAN Master ID: Date: I FIRST ST 10+00 FIRST ST.= 10+00 HARBOR BLVD FARM a GRAPHIC SCALE N . 8 10 0 5 10 20 �F E) 9 30 2QV 5 � Al ( IN FEET ) i inch = 10 ft. OWNER APPLICANT: SCOTT TRAN SCOTT TRAN AMERICAN PACIFIC INVESTMENTS GROUPS, LLC AMERICAN PACIFIC INVESTMENTS GROUPS, LLC 8642 GARDEN GROVE BOULEVARD 8642 GARDEN GROVE BOULEVARD GARDEN GROVE, CA 92844 GARDEN GROVE, CA 92844 SEWER AND WATER IMPROVEMENTS PER SEPARATE PUBLIC AND PRIVATE SEWER AND WATER IMPROVEMENT PLANS. WATER NOTE APPROPRIATE PRIVATE BACKFLOW PREVENTER REQUIRED FOR ALL FIRE SERVICE, DOMESTIC AND LANDSCAPE WATER METERS. GRADING CONSTRUCTION NOTES 01 CONSTRUCT 6" THICK CONCRETE PAVEMENT. O2 CONSTRUCT 6" CONC. CURB, TYPE B-1 PER CITY OF SANTA ANA STD. PLAN 1101. O3 CONSTRUCT CONC. RECTANGULAR DRAIN BOX (W=2') PER DETAIL ON SHEET 2 O4 CONSTRUCT 4"0 SDR35 PVC DRAIN PIPE. O CONSTRUCT CONC. SIDEWALK PER CITY STD. PLAN 1104. O6 REMOVE EXIST. BLOCKWALL/CHAIN LINK FENCE/WOOD FENCE. O7 CONSTRUCT YARD DRAIN INLET PER DETAIL ON SHEET 2 O8 CONSTRUCT 6"0 SDR35 PVC DRAIN PIPE. 9O CONSTRUCT #1212 BROOKS DRAIN BOX WITH TRAFFIC GRATE PER DETAIL ON SHEET 2 10 CONSTRUCT 6' HIGH BLOCKWALL PER CITY OF SANTA ANA STD. PLAN 113-A, PER SEPARATE PERMIT. 11 CONSTRUCT RET. WALL (HEIGHT PER PLAN.) W/6' HIGH BLOCKWALL (STRUCTURAL CALCS BY OTHERS) PER SEPARATE PERMIT. 12 CONSTRUCT TRASH ENCLOSURE PER ARCHITECT'S PLANS. 13 CONSTRUCT 3.5' HIGH BLOCKWALL PER CITY OF SANTA ANA STD. PLAN 113-A, PER SEPARATE PERMIT. 14 CONSTRUCT SUMP PUMP PER DETAIL ON SHEET 3 15 CONSTRUCT MWS PER DETAIL ON SHEET 2 16 CONSTRUCT TRENCH CHANNEL DRAIN PER DETAIL ON SHEET 2 17 CONSTRUCT 4"0 D.I. FORCE MAIN. 18 CONSTRUCT #2424 BROOKS DRAIN BOX WITH SOLID/STEEL COVER PER DETAIL ON SHEET 2 19 CONSTRUCT INLET TYPE I PER CITY OF SANTA ANA STD. PLAN 318 20 INSTALL LANDSCAPING PER SEPARATE LANDSCAPE PLANS. DISPOSITION NOTE PROTECT IN PLACE SEE SHEET 2 FOR DETAIL/SECTIONS SEE SHEET 4 FOR HORIZONTAL CONTROL DP# 2022-03 ASSESSOR PARCEL NO. 0198-051-17 PRECISE GRADING PLAN RESIDENTIAL DEVELOPMENT 322 N HARBOR BLVD., SANTA ANA, CA PUBLIC WORKS AGENCY DATE L 04-04-24 CITY OF SANTA ANA SHEET 4 OF 6 EXIST. BLOCKWALL _ (REMOVE) PROPOSED t1' HIGH RETAINING WALL W/6' HIGH — BLOCKWALL (PER SEPARATE PERMIT) EXIST. GRADE - - F— L_ VARIES (5.46'-5.47') LANDSCAPE PROPOSED BUILDING 1 r -1 5%MIN- 2qIN _ a 21 0= x 73.50FF O \.6" 0 DRAIN PIPE (INV PER PLAN) SECTION A -A NTS R EXIST. BUILDING (REMOVE) PROPOSED f1' HIGH RETAINING WALL W/6' HIGH BLOCKWALL (PER SEPARATE PERMIT) EXIST. GRADE SECTION E-E NTS SITE SPECIFIC DATA PROJECT NUMBER 744766-010 PROJECT NAME HARBOR BLVD RESIDENTIAL DEVELOPMENT PROJECT LOCATION SANTA ANA,CA STRUCTURE ID #1 TREATMENT REQUIRED VOLUME BASED (CF) FLOW BASED (CFS) N/A 0.06 TREATMENT HGL AVAILABLE (FT) N/K PEAK BYPASS REQUIRED (CFS) - IF APPLICABLE 1.1 PIPE DATA I.E. MATERIAL DIAMETER INLET PIPE I 70.30 PVC 6" INLET PIPE 2 N/A N/A N/A OUTLET PIPE 68.98 PVC 6" PRETREATMENT BIOFILTRATION DISCHARGE RIM ELEVATION 74.90 74.90 74.90 SURFACE LOAD PEDESTRIAN N/A PEDESTRIAN FRAME & COVER 24" X 42' OPEN PLANTER N/A WETLANDMEDIA VOLUME (CY) 2.16 ORIFICE SIZE (DIA. INCHES) 01.16" NOTES., PRELIMINARY NOT FOR CONSTRUC770N. FOR TO CONFIRM OUTLET INVERT AS IT WAS ADJUSTED TO BETTER F7T MANUFACTURING CAPABILITIES. 'L VARIES ❑ (6.34'-6.40') EXIST. BLOCKWALL LANDSCAPE PARKING STALL (PROTECT IN PLACE) H ❑ PROPOSED �u BUILDING U �\ a J EXIST. GRADE Q 5%MIN- 2% � a 21 0= X 73.50FF F .. L O �6"0 DRAIN PIPE (INV PER PLAN) SECTION B-B NTS WETLANDYED14 BED DRAIN DOWN LINE PRE-F7LTER CARTRIDGE NDS 2222 GRATE Q 22»x22" �Q� FINISH GRADE _ 2� Q� GRATE ADAPTOR ADAPTOR 6" DRAIN LINE _6"0 PVC DRAIN PIPE YARD DRAIN INLET DETAIL N.T.S. PATENTED PERIMETER VOID AREA INLET PIPE LoUflH PIPE SEE NOTES SEE NOTES PLAN VIEW INSIALLAIIUN NUItS 1. CONTRACTOR TO PROVIDE ALL LABOR, EQUIPMENT, MATERIALS AND 74.90 INCIDENTALS REQUIRED TO OFFLOAD AND INSTALL THE SYSTEM AND RIM/FG APPURTENANCES IN ACCORDANCE WITH THIS DRAWING AND THE MANUFACTURERS' SPECIFICATIONS, UNLESS OTHERWISE STATED IN MANUFACTURERS CONTRACT. � 2. UNIT MUST BE INSTALLED ON LEVEL BASE. MANUFACTURER 72.00 RECOMMENDS A MINIMUM 6" LEVEL ROCK BASE UNLESS SPECIFIED BY - PEAK HGL THE PROJECT ENGINEER. CONTRACTOR IS RESPONSIBLE FOR VERIFYING FLOW CONTROL PROJECT ENGINEERS RECOMMENDED BASE SPECIFICATIONS. RISER 4. CONTRACTOR TO SUPPLY AND INSTALL ALL EXTERNAL CONNECTING l" E IN PIPES. ALL PIPES MUST BE FLUSH WITH INSIDE SURFACE OF = (� 0.93 Cfs CONCRETE (PIPES CANNOT INTRUDE BEYOND FLUSH). INVERT OF 25 68,98 OUTFLOW PIPE MUST BE FLUSH WITH DISCHARGE CHAMBER FLOOR. I lE OUT ALL PIPES SHALL BE SEALED WATERTIGHT PER MANUFACTURERS STANDARD CONNECT70N DETAIL. Q =0.93 Cfs 6" 4'-O 6' 25 � j 5. CONTRACTOR RESPONSIBLE FOR INSTALLA77ON OF ALL PIPES, RISERS, 5'-0' MANHOLES, AND HATCHES. CONTRACTOR TO USE GROUT AND/OR BRICKS TO MATCH COVERS WITH FINISHED SURFACE UNLESS SPECIFIED ELEVATION VIEW OTHERWISE. 6. VEGETATION SUPPLIED AND INSTALLED BY OTHERS. ALL UNI7S WITH VEGETATION MUST HAVE DRIP OR SPRAY IRRIGATION SUPPLIED AND INTERNAL BYPASS DISCLOSURE: INSTALLED BY OTHERS. 7. CONTRACTOR RESPONSIBLE FOR CONTACTING 8l0 CLEAN FOR THE DESIGN AND CAPACITY OF THE PEAK CONVEYANCE METHOD TO BE REVIEWED ACTIVATION OF UNIT MANUFACTURER'S WARRANTY IS VOID WITHOUT AND APPROVED BY THE ENGINEER OF RECORD. HGL(S) AT PEAK FLOW SHALL BE PROPER ACTIVATION BY A BIO CLEAN REPRESENTATIVE. ASSESSED TO ENSURE NO UPSTREAM FLOODING PEAK HGL AND BYPASS GENERAL NOTES CAPACITY SHOWN ON DRAWING ARE USED FOR GUIDANCE ONLY. 1. MANUFACTURER TO PROVIDE ALL MATERIALS UNLESS OTHERWISE NOTED. PROPRIETARY AND CONFIDENTTAL: 2. ALL DIMENSIONS, ELEVATIONS, SPECIRC4770NS AND CAPACITIES ARE SUBJECT TO "OD R 7W INTOWWN �,W O 1N WNrS DDCMENT rS nW SateCHANGE. FOR PROJECT SPECIFIC DRAWINGS DETAILING EXACT DIMENSIONS, WEIGHTSNs �°� OF AR VIREO AND B cGO. RES niu OR Mf AND ACCESSORIES PLEASE CONTACT BID CLEAN. IN AW MWN� WM � THEB CO RU e�'E ro Under ground Service Alert of Southern California Call: TOLL FREE 1-800 422-4133 TWO WORKING DAYS BEFORE YOU DIG REVISIONS NO. DATE INITIALS DESCRIPTIONS STORMWATER BIOFILTRATION SYSTEM (MWS) NTS UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA ATTENTION IS DIRECTED TO THE POSSIBLE EXISTENCE OF UNDERGROUND FACILITIES NOT KNOWN OR IN A LOCATION DIFFERENT FROM THAT WHICH IS SHOWN ON THE PLANS OR IN THE SPECIAL PROVISIONS. THE CONTRACTOR SHALL TAKE STEPS TO ASCERTAIN THE EXACT LOCATION OF ALL UNDERGROUND FACILITIES PRIOR TO DOING WORK THAT MAY DAMAGE SUCH FACILITIES OR INTERFERE WITH THEIR SERVICE. BEFORE EXCAVATING, THE CONTRACTOR SHALL VERIFY THE LOCATION OF UNDERGROUND UTILITIES BY CONTACTING UNDERGROUND SERVICE ALERT AT 1-(800)-422-4133 I REFERENCES IAPPROVEDI PLANS VARIES (6.03'-6.11') I EXIST. CHAIN LINK LANDSCAPE FENCE (REMOVE) PROPOSED _ r PROPOSED 6' HIGH BUILDING BLOCKWALL (PER I SEPARATE PERMIT) A A ly F I 73.50FF 5�MTN- ,� J 20 o A_X a 2% EXIST. PLANTER f r 6"0 DRAIN PIPE EXIST. CURB (INV PER PLAN) (PROTECT IN SECTION C-C PLACE) NTS <z 1 IN TRAFFIC GRATE INLET 141 DRAIN PIPE INLET g SFF DRAIN PIPE �� Qu OUTLET *1212 BROOKS DRAIN BOX WITH TRAFFIC GRATE VEGE7A770N--,_ PLANT C/L HATCH ESTABLISHMENT MEDG4 i 1 6' 6'-0' 7'-D" LEFT END VIEW In i RIGHT END VIEW NTS BENCH MARK PREPARED UNDER THE SUPERVISION OF: OCS BM SA-324-83 ELEV. 67.783 (2005) FOUND 3 3\4" OCS ALUMINUM BENCHMARK DISK STAMPED DV "SA-324-83", SET IN THE SOUTHWEST CORNER OF A 4 FT. BY 9 FT. CONCRETE CATCH BASIN. MONUMENT IS LOCATED IN THE NORTHEAST CORNER OF THE INTERSECTION OF NEWHOPE STREET AND FIRST STREET NORTHERLY OFLTHE CENTERLINE OF FIRSTS EET.75 Fr. OF "ME CENTERLINE OFEMONUMMEENT IS SETS CONSULTANTS , INC. LEVEL WITH THE SIDEWALK CIVIL EN GINEE R S 12371 Lewis St. #203 Garden Grove CA. 92840 P. 714-740-8840 F. 714-740-8842 PROPOSED DEDICATION TO CITY OF SANTA ANA FOR STREET PURPOSES R\W 12' SETBACK PROPOSED 8' 8 BUILDING 2' (If �I w � N o co a w ��eP� 73.5OFF Q� 2% —� °77—_ 2% PROPOSED SIDEWALK SECTION D-D NTS CITY OF SANTA ANA arming an ui mg ency GRADING CONSTRUCTION NOTES 42' pproved y o m FOR PERMIT ISSUANCE = O3 CONSTRUCT CONC. RECTANGULAR DRAIN EOX (W=2 PER DETAIL THIS SHEET. EXIST. MEDIAN CURB O7 CONSTRUCT YARD DRAIN INLET PER DETAI THIS SHEET. PROPOSED CURB O CONSTRUCT #1212 BROOKS DRAIN BOX WI H TRAFFIC GRATE PER DETAIL THIS SHEET. & GUTTER Ir 14 CONSTRUCT SUMP PUMP PER DETAILSHEE/faster ID: 15 CONSTRUCT MWS PER DETAIL THIS SHEET. 16 CONSTRUCT TRENCH CHANNEL DRAIN PER DEP149'*SHEET. 3" COLD MILL AND 3" ARHM OVERLAY 18 CONSTRUCT #2424 BROOKS DRAIN BOX WI H SOLID/STEEL COVER PER DETAIL THIS SHEET. IT FULL DEPTH AC COMPACT BASE @ 90% \ MAX DRY DENSITY 2500 PSI CONCRETE 6"x6 W1.4xW1.4 WELDED WIRE MESH 3 RECTANGULAR BOX DRAIN NTS 4" DIA. FORCE MAN 2424 SOLID/STEEL COVER SEAL CONNECTION WITH 2 SACK CEMENT SLURRY CONNECT 2'x4" RECTANGULAR SEAL CONNECTION CONC. DRAIN BOX TO 36%36" WITH 2 SACK BROOKS DRAIN BOX AND SEAL CEMENT SLURRY CONNECTION WITH 2 SACK CEMENT SLURRY *2424 BROOKS DRAIN BOX WITH SOLID/STEEL COVER NTS M. E)p9/30/25 PROPOSED BUILDING (_ R A TF PLAN DIMENSIONS DETERMINED BY GRATE FRAME DIMENSIONS. USE FRAME AS A FORM PROPOSED DOWNSPOUT PROPOSED PAVEMENT/ FINISHED GROUND (SEE PLAN FOR LOCATION) VARIES NOTE: DIG A 24" WIDE X 24" MINIMUM DEPTH TRENCH 6" MIN. WIDE PEDESTRIAN SAFE FRAME & GRATE 3/8" SLOT OPENING. V-7383 ADA COMPLIANT CAST IRON GRATE 3„� ,,7—,4 REBAR ° TOP & BOTTOM 0 0 6» N d J n 24" r - SECTION A -A 16 TRENCH CHANNEL DRAIN DETAIL NTS 6"0 PVC (SDR35) DRAIN PIPE 3" DIA. PVC (SDR 35) J DOWNSPOUT CONNECTION DETAIL NTS OWNER APPLICANT: SCOTT TRAN SCOTT TRAN AMERICAN PACIFIC INVESTMENTS GROUPS, LLC AMERICAN PACIFIC INVESTMENTS GROUPS, LLC 8642 GARDEN GROVE BOULEVARD 8642 GARDEN GROVE BOULEVARD GARDEN GROVE, CA 92844 GARDEN GROVE, CA 92844 DP# 2022-03 ASSESSOR PARCEL NO. :198-051-17 DETAIL SHEET RESIDENTIAL DEVELOPMENT 322 N HARBOR BLVD., SANTA ANA, CA PUBLIC WORKS AGENCY DATE 1 04-04-24 CITY OF SANTA ANA SHEET 2 OF 6 CITY OF SANTA ANA anning and buMing Agency 896-D SERIES STANDARD DUPLEX PUMP STATION 0 TOP LEFT ISOMETRIC VIEW wl SECTION NOT TO SCALE PLAN VIEW NOT TO SCALE PROFILE VIEW NOT TO SCALE DISCLAIMERS, INCLUDING BUT NOT LIMITED TO: `� CQa18 Jar-n PraG7[ • NI rl�b rwr»d.1.) DESCRIPTION: Rev: All elaMorm have boon provided byolham, and have not been verified by Jansen Preceal. ConbwWr� ve* all d imenwono and elevation, E 'recast infield prior to installation. 2 These layout drawl irlterded All thicknesses, dimensions, ♦ay0 design ��n� PUMP M STATIONS al n atalels appav rose demean onto rams and t w We am p.gorieluy- e,d aye prdeded older 060724 HARBOR A P TS a are to straw ores m only. concrete conapoaerd and joint ) n8 system MInla U.S.$ -"right end olFQ laws right orientations may vary ecrm Jansen Pramst's manufacturing facilities. Contractor to confirm ell thicimesses, dirransiona, and joint onarrfiffiona to installation. 521 DUNN CIRCLE, SPARKS, NV SM1 Un!sa h CenNndbn wah Waf ws omdudad aAh Janaan P acaal, arty SHF� f: PART NUMBER: 006-0 Series Standard DRAWN BY: KQUINTANILLI prior st. ffwa are responsible for Verification thatmets ayatmn eintended application. 3.) Syalarn design criteria has been provided to Jansen Precar, www.jonsenwaterresources.com uaaoijomw Pre"vmtpWjctv&hmt4ogsas,w,itto mnwrtal prohlbllad, and redplern Is proNHYrd tom dfMW" any and al work 1 OF 2 CREATED: I MODIFIED: 0607-20P4 4.) Foundation, aubgrade, and beddll to be designed by others. (855) 46&MN "ducLLo nar approved Chid pediee u derpen*efdO &dim. R ro Under ground o Service Alert of Southern California IIII Call: TOLL FREE 1-800 422-4133 TWO WORKING DAYS BEFORE YOU DIG REVISIONS NO. I DATE I INITIALS I DESCRIPTIONS UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA ATTENTION IS DIRECTED TO THE POSSIBLE EXISTENCE OF UNDERGROUND FACILITIES NOT KNOWN OR IN A LOCATION DIFFERENT FROM THAT WHICH IS SHOWN ON THE PLANS OR IN THE SPECIAL PROVISIONS. THE CONTRACTOR SHALL TAKE STEPS TO ASCERTAIN THE EXACT LOCATION OF ALL UNDERGROUND FACILITIES PRIOR TO DOING WORK THAT MAY DAMAGE SUCH FACILITIES OR INTERFERE WITH THEIR SERVICE. BEFORE EXCAVATING, THE CONTRACTOR SHALL VERIFY THE LOCATION OF UNDERGROUND UTILITIES BY CONTACTING UNDERGROUND SERVICE ALERT AT 1—(800)-422-4133 APPROVED REFERENCES PLANS BENCH MARK OCS BM SA-324-83 ELEV. 67.783 (2005) FOUND 3 3\4' OCS ALUMINUM BENCHMARK DISK STAMPED "SA-324-83e, SET IN THE SOUTHWEST CORNER OF A 4 FT. BY 9 FT. CONCRETE CATCH BASIN. MONUMENT IS LOCATED IN THE NORTHEAST CORNER OF THE INTERSECTION OF NEWHOPE STREET AND FIRST STREET, 75 FT. EASTERLY OF THE CENTERLINE OF NEWHOPE STREET AND 39 FT NORTHERLY OF THE CENTERLINE OF FIRST STREET. MONUMENT IS SET LEVEL WITH THE SIDEWALK PREPARED UNDER THE SUPERVISION OF: DMV S S HATCH OFFSET SINGLE DOOR ACCESS HATCH Vn' 4r x 60' CLEAR OPEN ING (QTY 3) 3' CORE HOLES FOR ELECTRICAL CONDUIT 'ELECTRICAL DESIGN BY OTHERS" INLET PIPING TO BE INSTALLED, CORED & SEALED BY OTHERS L OW-(r WET WELL I.D. 930'-8' WET WELL O.D. ANTE -FLOTATION COLLAR SEE NOTES 51 & Y2 1 OO O O O J PLAN VIEW NOT TO SCALE OPTIONAL VENT PI PING 'CONNECTION TO FORCE MAIN DESIGNED & INSTALLED BY OTHERS Approved FOR PERMIT ISSUANCE Master ID: Date: BILL OF MATERh41-3 DESCRIPTM DUPLEX ALTERNATING CONTROL PANEL 90M DBL JENSEN PRECAST CONCRETE MANHOLE BASE -HEIGHTVARIES' IMN DIA. JENSEN PRECAST CONCRETE MANHOLE BARRELS THEIGNT VARIES' 9SIN DUL JENSEN PRECAST CONCRETE MANHOLE FLIT TOP JENSEN PRECAST CONCRETE HATCH RISER SINGLE DOOR HATCH WITH A CLEAR OPENING OF421N X WIN (Tra If C IOadl DC UPPER GUIDE RAIL BRACKET BIN FLOAT BRACKET SHOOK FORMED 58 LF CHAIN 1141N 316M FLOAT SWITCH w! 10O CABLE PRESSURE TRANSDUCER wJ 100' CABLE ANCHOR ISO PVC COATED SUBMERSIBLE PUMP BIN AUTOCOUPLING ASSY 61N ECCERfRICREDUCER 91NXGN DUCTILEIRONFLO PIPE SIN FLO X FLG DUCTILE IRON SPOOL LF PIPE 21N SCHW GUIDE RAIL 3043S BALL CHECK VALVE 81 N INTERMEDIATE GUIDE RAIL BRACKET NN ISOLATION VALVE SIN PIPE BIN FLG X PE DUCTILE IRON SPOOL 'CUT TO LENGTH AS NEEDED- RFCA SIN w! 33 HARDWARE FLEXIBLE PIPE CONNECTOR 90 DEG ELBOW al DUCTILE IRON FLO PROJECT SPECIFIC INFORMATION 9r1 FINISHED GRADE{FL) TIJ!a �•� RIM ELEV-(Ft) raao 2S INLET ELEV. (Ft.) aJRI I} FORCE MAIN DISCHARGE ELEV. (FL) 7lJa AVAILABLE POWER SUPPLY 120V ❑ 240V m 480V ❑ AVAILABLE POWER PHASE Sbgls ❑ ThNe ❑ 22 SYSTEM CHARACTERISTICS 9 21 APPLICATION SEWAGE ❑ STORM WATER p t13'-10" DESIGN FLOW (gpm) an 20 TOTAL DYNAMIC HEAD (Ft) last PUMP MAKE & MODEL NOW AMSNPI Ia+t=FM 19 PUMP MOTOR (Slid IXP) Standard ❑ XPIFM RI 1p 13 PUMP TYPE Nan-Cb p Grinder ❑ Chopper ❑ VoMx ❑ I 1! PUMP RATED HP & CURRENT sAiipiajA INLET INVERT! HIGH WATER 4aaa ACCESS HATCH LOAD LEVEL Padaalrlan [aIrK4donfll H-20 [3Parkhp Lot H-20 ❑ Full Truffle H-20 ❑ LEVEL ALARM - ELEV. LAG PUMP ON - MEV. °P 10 11 77 ADDITIONAL OPTIONS LEAD PUMP ON - ELEV. °r'0° 78 OPTION YES NO 2 1ti CONTROL PANEL 88 ENCLOSURE ❑ 0 PUMPS OFF - ELEV. 12 CONTROL PANEL AC UNIT ❑ 121 LOW WATER LEVEL ALARM - ELEV. aua CONTROL PANEL REMOTE ALARM MONITORING ❑ 14 AIR RELFA3FJVACUUM VALVE ❑ m WET WELL FLOOR- ELEV. aa70 INTERIOR LINER ❑ CONCRETE WATERPROOFING ❑ ------- - DESIGN NOTES! DLCLAMERS: VENT PIPE ❑ 0 --- 1. CONTROL PANEL INSTALLATION, MOUNTING DESIGN & HARDWARE BY OTHERS. al.FINAL CONTROL PANEL LOCATION TO BE DETERMINED ACCORDING TO PROJECT ODORCONTROLVALVE ❑ 0 SEE NOTE Oki PROFILE VIEW REQUIREMENTS. CONSULT ALL SUBMITTED PUMP AND LEVEL CONTROL CABLE LIFTINQ CRANE ❑ 0 NOT TO SCALE LENGTHS WHEN DETERMINING THE CONTROL PANEL LOCATION. 3. ALL FOUNDATION, SUBGRADE,AND BACKFILLDESIGNED BYOTHERS. GENERATOR RECEPTACLE ❑ 0 DISCLAIMERS INCLLIDINGBUT NOT LIMITED _TO i'=1aJarannFrectat-Anrworemorved. DESCRIPTION: REV: 1.)All elarafiorm have been provided by others, and have not been verified by Jansen Precast. Cortbador to verily all dimansions and elevatiplsJEI'5�I'All 2 Them layout drawn intended haw design ly. All thicknesses,di ions -nt Veyo t0 de TPUMP SSSTATIONS mate als aPPeadro ae lenaan PNcas[ daoun 4nte antl t w IKe ae2fieldpriortoitdrr prapriehryaor%predudenderaprdeded�d� 060724 HARBOR APTS a are m on . concrete rtt and eHe ng nta 8 otieres ey818 Carrrpor>a mane pr mils U.$ mpyTdgH end o8a le+va orientation may very across Jenew Preced's manufacturing facilities. Contractor to confirm ell itidmessaa, dimensions, and joirrt orientations 521 DUNN CIRCLE, SPARKS. NV 89431 UnlesS in CMilinallon xeh bualnas MrdU trod we Janaan Paeaat any SHEET: Prier to lnalallsbon. use or Jensen Precast t pro"wawNexpro, wrBGrn anwt b PART NUMBER: 808-0 SarW3 Standard DRAWN BY: KQUINTiWILLA 3.) System deeigncriteriahoe been provided toJenaenPrewat. Others ammsponsiblaforverificabonthetsyetemmeateintardedapplicelion. www.jensenwaterrescurces.com prohib,rod, aid redgwrtIsprdaNladtandlrlifIx layamdalwork 20F2 CREATED: MODIFIED: 0&07-2024 4.)Foundation, aubgrade, end becUll to be designed by othera. (855)468-5600 pmductlonon,epprmedthidpediau,Iderp&vftoriiladiaa. CONSULTANTS, INC. CIVIL EN GINEE R S 12371 Lewis St. #203 Garden Grove CA. 92840 P. 714-740-8840 F. 714-740-8842 E)p,9 30 25 0 OWNER APPLICANT: SCOTT TRAN SCOTT TRAN AMERICAN PACIFIC INVESTMENTS GROUPS, LLC AMERICAN PACIFIC INVESTMENTS GROUPS, LLC 8642 GARDEN GROVE BOULEVARD 8642 GARDEN GROVE BOULEVARD GARDEN GROVE, CA 92844 GARDEN GROVE, CA 92844 DP# 2022-03 ASSESSOR PARCEL N0. :198-051-17 DETAIL SHEET (CONY.) RESIDENTIAL DEVELOPMENT 322 N HARBOR BLVD., SANTA ANA, CA PUBLIC WORKS AGENCY CITY OF SANTA ANA DATE 1 04-04-24 SHEET 'i OF N O O W Z Z NFA FOUND SPIKE & WASHER STAMPED "SANTA ANA SURVEY" PER CR 2005-0170, FLUSH. ACCEPTED AS THE NW COR, SW 1 /4, SE 1 /4 SEC 9-5-10. S89037'24"E u7 Ld u7 6.3' 6.4' FOUND PUNCHED HEX BAR IN OCS WELL MONUMENT PER TRACT NO. 17546, MM 933/13-15. ACCEPTED AS CENTERLINE INT. OF FIRST ST. AND NEWHOPE ST. AND AS THE S 1/4 COR SEC 9-5-10, DN 18". OCS GPS POINT NO. 4171 0e roG Under ground Service Alert O of Southern California rrrr� Call: TOLL FREE 1-800 422-4133 TWO WORKING DAYS BEFORE YOU DIG REVISIONS NO. DATE INITIALS DESCRIPTIONS CV u7 1@] 0 0 23' S89"37'24"E UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA ATTENTION IS DIRECTED TO THE POSSIBLE EXISTENCE OF UNDERGROUND FACILITIES NOT KNOWN OR IN A LOCATION DIFFERENT FROM THAT WHICH IS SHOWN ON THE PLANS OR IN THE SPECIAL PROVISIONS. THE CONTRACTOR SHALL TAKE STEPS TO ASCERTAIN THE EXACT LOCATION OF ALL UNDERGROUND FACILITIES PRIOR TO DOING WORK THAT MAY DAMAGE SUCH FACILITIES OR INTERFERE WITH THEIR SERVICE. BEFORE EXCAVATING, THE CONTRACTOR SHALL VERIFY THE LOCATION OF UNDERGROUND UTILITIES BY CONTACTING UNDERGROUND SERVICE ALERT AT (800)-422-4133 co N 0 0 O O O O II O®O O®O FIFTH ST N89'42'25"W ST 10+00.00 FIFTH ST =ST 23+60.16 HARBOR BLVD FOUND SPIKE & WASHER STAMPED "SANTA ANA SURVEY" - PER CR 1998-0410, FLUSH. EXIST. BUILDING A /��11111111111111.z N II II O �SMH WI, EXIST. C&G APN: 198-051-16 v 148.23' a 5' 1 1 I + \ J— 00 CV UL L=- I K6 r—,. 2 23' Z II J Q II f-co v� _ _S_ it LO W II � II N I I- LJ k - W- -!� � m�;, m l Q O 12 9 4' WIDE RIGHT-OF-WAY I I o DEDICATION TO THE CITY _ OF SANTA ANA FOR I N m I. STREET PURPOSES C� Q �— I w W I LLJ W II w II I. II �.ry 8 IT 35.0' II 50' i< w . r/_F7 _ //777/ii'fTTTTTTT� I G EXIST. BUILDING EXIST. C&G A I II A X W APN: 198-051-18 /1 V -1 FOUND PUNCHED HEX BAR IN OCS II V / WELL MONUMENT. ACCEPTED AS , FI RST ST N89'32'05"W REFERENCES BENCH MARK PREPARED UNDER THE SUPERVISION OF: APPROVED PLANS OCS BM SA-324-83 El". 67.783 (2005) FOUND 3 3\4" OCS ALUMINUM BENCHMARK DISK STAMPED Dv "SA-324-83", SET IN THE SOUTHWEST CORNER OF A 4 FT. BY 9 FT. CONCRETE CATCH BASIN. MONUMENT IS LOCATED IN THE NORTHEASTWH CORNER OF THE INTERSECTION OF NEOPE STREET AND FIRST STREET NORTHERLYSIEOF HIE CENTERLINE OF FIRST STREET. 'ME CENTERLINE OF EMONUUMMMT IS SET CONSULTANTS, INC. LEVEL WITH THE SIDEWALK C I V I L E N G I N E E R S 12371 Lewis St. #203 Garden Grove CA. 92840 P. 714-740-8840 F. 714-740-8842 CENTERLINE INT. OF FIRST ST. AND HARBOR BLVD. PER TRACT NO. 17546, MM 933/13-15, DN 1.3' OCS GPS POINT NO. 4164 ST 10+00.00 FIRST ST =ST 10+00.00 HARBOF FARa GRAPHIC SCALE N . 9 10 0 5 10 20 �F E.)p 9 30 25 q� 00- � CpL�F ( IN FEET ) i inch = 10 ft. OWNER APPLICANT: SCOTT TRAN SCOTT TRAN AMERICAN PACIFIC INVESTMENTS GROUPS, LLC AMERICAN PACIFIC INVESTMENTS GROUPS, LLC 8642 GARDEN GROVE BOULEVARD 8642 GARDEN GROVE BOULEVARD GARDEN GROVE, CA 92844 GARDEN GROVE, CA 92844 CITY OF SANTA ANA anning and buMing Agency Approved FOR PERMIT ISSUANCE Master ID: Date: DP# 2022-03 ASSESSOR PARCEL NO. a 198-051-17 HORIZONTAL CONTROL PLAN RESIDENTIAL DEVELOPMENT 322 N HARBOR BLVD., SANTA ANA, CA PUBLIC WORKS AGENCY DATE 1 04-04-24 CITY OF SANTA ANA SHEET 5 OF 6 1X2 GRAVEL BAGS (T(P) 1 N I 0 0 rn o �1 Q N O � II S89.37'24"E 73.90FF r -1F 73,13P_AD=; L_ -(IZOOFEID) L — J r-� L2 -i n 0 i I Ii A C I GRAVEL BAGS (TYP) 1 6"SD 1 f2 S8903724"E EROSION CONTROL NOTES 1. INSTALL CONSTRUCTION DUMPSTER AND MATERIAL DISPOSAL AREA PER CASQA BMP WM-5 SOLID WASTE MANAGMENT. CONTRACTOR TO LOCATE DURING CONSTRUCTION. 2. PROVIDE TEMPORARY SANITARY FACILITIES AND SECONDARY CONTAINMENT PER CASQA BMP WM-9 SANITARY SEPTIC WASTE MANAGEMENT. CONTRACTOR TO LOCATE DURING CONSTRUCTION. 3. PROVIDE EQUIPMENT MAINTENANCE AREA AND MATEIAL STORMAGE AREA PER CASQA BMP NS-10 VEHICLE AND EQUIPMENT MAINTENANCE AND WM-1 MATERIAL DELIVERY AND STORAGE. CONTRACTOR TO LOCATE DURING CONSTRUCTION. 4. PROVIDE LINED CONCRETE WASHOUT BASIN AND EQUIPMENT CLEANUP AREA PER CASQA BMP WM-8 AND BMP NS-8. 5. PERFORM STREET SWEEPING AND VACUUMING PER CASQA BMP SE-7 STREET SWEEPING, AS NECESSARY. 6. STABILIZE ALL EXPOSED SOILS PER CASQA BMP WE-1. O�Fooe y�I-VG Unground u� fl Service Alert of Southern California �i Call: TOLL FREE 1-800 422-4133 TWO WORKING DAYS BEFORE YOU DIG NO. I DATE I INITIALS REVISIONS DESCRIPTIONS UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA ATTENTION IS DIRECTED TO THE POSSIBLE EXISTENCE OF UNDERGROUND FACILITIES NOT KNOWN OR IN A LOCATION DIFFERENT FROM THAT WHICH IS SHOWN ON THE PLANS OR IN THE SPECIAL PROVISIONS. THE CONTRACTOR SHALL TAKE STEPS TO ASCERTAIN THE EXACT LOCATION OF ALL UNDERGROUND FACILITIES PRIOR TO DOING WORK THAT MAY DAMAGE SUCH FACILITIES OR INTERFERE WITH THEIR SERVICE. BEFORE EXCAVATING, THE CONTRACTOR SHALL VERIFY THE LOCATION OF UNDERGROUND UTILITIES BY CONTACTING UNDERGROUND SERVICE ALERT AT (800)-422-4133 APPROVED REFERENCES PLANS 0 a GRAVEL BAGS (TYP) a®0 0 o I \I o o®o 6"SD EXIST. BUILDING A I APN: 198-051-16 SMH 148.23' STABILIZED ENTRANCE 1 \ J—J 1X2 4 73.42FF LOBBY 0 TV. 73.50FF ELELEC.//�� MACH. STAIRS 73.50FF 72.75PAD 4 i� 1 r� ► 1 2 EXIST. BUILDING A APN: 198-051-18 BENCH MARK OCS BM SA-324-83 ELEV. 67.783 (2005) FOUND 3 3\4' OCS ALUMINUM BENCHMARK DISK STAMPED 'SA-324-83', SET IN THE SOUTHWEST CORNER OF A 4 FT. BY 9 FT. CONCRETE CATCH BASIN. MONUMENT IS LOCATED IN THE NORTHEAST CORNER OF THE INTERSECTION OF NEWHOPE STREET AND FIRST STREET 75 FT. EASTERLY OF THE CENTERLINE OF NEWHOPE STREET AND 39 FT NORTHERLY OF THE CENTERLINE OF FIRST STREET. MONUMENT IS SET LEVEL WITH THE SIDEWALK iI E>qj9 30 25 /4� PREPARED UNDER THE SUPERVISION OF: DMv S CONSULTANTS, INC. CIVIL EN GINEE R S 12371 Lewis St. #203 Garden Grove CA. 92840 P. 714-740-8840 F. 714-740-8842 II Y Q II I w II I f::j II I ITi EXIST. w II I • II z II M ) J II M o cp m Mt II Z N � I N C) 1 W = II I I II II II I I I I I II ii II II I I oI -I N I I � I I ►n I II II II I I I I C&G I I I I II II II II II II II II II I I I I I GRAPHIC SCALE 10 0 5 10 2( ( IN FEET ) 1 inch = 10 ft. CITY OF SANTA ANA anning an ui ing ency CONSTRUCTION NOTES O1 INSTALL GRAVEL BAGS, 2 BAGS HIGH PER CAS A SE-6, SE-10 & DETAIL THIS SHEET. O2 INSTALL 6' HIGH TEMPORARY FENCE WITH GREffi SCREEN PER CAA - eT O3 CONSTRUCT STABILIZED CONSTRUCTION ENTRAN E PER CASQA TCH1, -2 & DETAIL THIS SHEET. FOR PERMIT ISSUACE O4 INSTALL TEMPORARY AC RAMP PER CASQA NS 4 & DETAIL THIS SHEET O5 INSTALL 20' WIDE SECURITY GATE CRUSHED AGGREGATE A GREATER THAN 3" BUT SMALLER THAN 6". CORRUGATED . STEEL PANELS .III Master I .__j X Q Date: w o w 0 > o EXIST. DRIVEWAY z ' o MATCH EXISTING co GRADE ©DRIVEWA w oA4 EDGE B 25' 4' STREET DEDICATION TO CITY OF SANTA-7 ANA 3 STABILIZED CONSTRUCTION ENTRANCE DETAIL NTS CRUSHED AGGREGATE GREATER CORRUGATED STEEL PANELS—\ THAN 3" BUT SMALLER THAN 6". 12"MIN, UNLESS OTHERWISE SPECIFIED BY SOILS ENGINEER SECTION A —A CRUSHED AGGREGATE GREATER NTS THAN 3" BUT SMALLER THAN 6". 12"MIN, UNLESS OTHERWISE SPECIFIED BY SOILS ENGINEER SECTION B—B NTS 1PORARY FENCE SCREEN GRi SINC 2 TEMPORARY FENCING DETAIL NTS OWNER APPLICANT: SCOTT TRAN SCOTT TRAN AMERICAN PACIFIC INVESTMENTS GROUPS, LLC AMERICAN PACIFIC INVESTMENTS GROUPS, LLC 8642 GARDEN GROVE BOULEVARD 8642 GARDEN GROVE BOULEVARD GARDEN GROVE, CA 92844 GARDEN GROVE, CA 92844 ORIGINAL GRADE FILTER FABRIC 2 GRAVELBAG HIGH MIN. FOR ALL STORM DRAIN INLETS GRAVELBAG AT STORM DRAIN INLET DETAIL 1 TYPICAL GRAVEL BAG DETAIL NTS SECTION D—D NTS 24 HOUR CONTACT IN CASE OF EMERGENCY PLEASE CALL MR. LINH BUI PH: 714-318-7838 DP# 2022-03 ASSESSOR PARCEL NO. a 198-051-17 EROSION CONTROL PLAN RESIDENTIAL DEVELOPMENT 322 N HARBOR BLVD., SANTA ANA, CA PUBLIC WORKS AGENCY DATE 1 04-04-24 CITY OF SANTA ANA SHEET 60F6 i - Planning a y Ap o w FOR PER � Al-14� ENGINEERING GFI - (W.P.) DONG ENGINEERING, INC. 0 O 12682 HOOVER ST., Master I D : GARDEN GROVE, CA 92841 TEL- 714-617-5979 UNIT TYPE Al ON 2ND, 3RD, AND 4TH FLOOR UNIT TYPE Al ON 2ND, 3RD, AND 4TH FLOOR Date: INFO@DONGENGINEERING.COM (TOTAL OF 18 UNITS) (TOTAL OF 18 UNITS) RESTRICTIVE NOTICE Al-3 SPECIFICATIONS ARE THE EXCLUSIVE PROPERTY OF DONG ENGINEERING. THESE DRAWINGS CANNOT BE COPIED, I . I I i, I TRANSFERRED, OR REPRODUCED NOR CAN ANY OTHER STRUCTURES BE BUILT O O FROM THEM WITHOUT WRITTEN CONSENT. REVISIONS DATE REVISIONS J 0 0 Al-16 O 240V Z A1-9 A1-5 0 Al-12 < p �SD A1-3 SCAl-9 I Al-10 Al -24,26 Al-28,30 Q 240V u_ Al-17 Al-1 I I PROJECT OWNER O O I C GFI I A1-15 I GI + O O O I + Al-18,20 I- — PROJECT ADDRESS Al-2 Al-8,10 24UV Z 0 O Al- I GFI I I T > Al-1 ti I Al-22 I w J CV 3 D �,�_ ' LIGHTING PLAN --�'-- 'OWER PLAN � °°or- < I-7 -----J �� -----J_01 AlAl-6 Q U , I � 99 — 9— 99 I GFI � Al-4 I I � 99 — 9— 99 Q � SCALE. 3/� — 1 0 SCALE. 3/� — 1 0 < � Q Q Q z � = Q .Q z z �- ZD N Z N cM N U) ELECTRICAL NOTES: (E.V. CHARGING) LEGEND 1. NEW ONE -AND TWO FAMILY DWELLINGS AND TOWNHOUSES, WITH ATTACHED PRIVATE GARAGES, ARE REQUIRED TO CONTAIN A DUPLEX OUTLET STAMP LISTED RACEWAY TO ACCOMMODATED A DEDICATED 208/240 VOLT BRANCH CIRCUIT. THE RACEWAY SHALL NOT BE LESS THAN TRADE SIZE 1 (NORMINAL 1-INCH INSIDE DIAMETER). THE RACEWAY SHALL ORIGINATE AT THE MAIN SERVICE OR SUBPANEL AND SHALL BE TERMINATED INTO A LISTED CABINET, BOX OR OTHER ENCLOSURE IN CLOSE PROXIMITY TO THE PROPOSED LOCATION OF AN E.V. CHARGER. THE SERVICE PANEL AND/OR SUBPANEL SHALL PROVIDE CAPACITY TO INSTALL A 40-AMPERE MINIMUM DEDICATED BRANCH CIRCUIT AND SPACE(S) RESERVED TO PERMIT INSTALLATION OF A BRANCH CIRCUIT OVER CURRENT PROTECTIVE DEVICE. (CGBSC 4.106.4.1) 2. THE SERVICE PANEL OR SUBPANEL CIRCUIT DIRECTORY SHALL IDENTIFIED THE OVER CURRENT PROTECTIVE DEVICE SPACE(S) RESERVED FOR FUTURE E.V. CHARGING AS "E.V. CAPABLE". THE RACEWAY TERMINATION LOCATION SHALL BE PERMANENTLY AND VISIBLE MAKED AS "E.V. CAPABLE:. (CGBSC 4.106.4.1.1) ELECTRICAL NOTES: 1. ALL EQUIPMENT TO BE LISTED BY A RECOGNIZED TESTING LAB (I.E. U.L., ETC.). 2. LIGHT FIXTURE IN CONTACT WITH INSULATION TO BE U.L. LISTED FOR THERMAL BARRIER OR PROVIDE 3" MIN. CLEARANCE. 3. LIGHTS AND PANELS SHALL NOT BE RECESSED IN FIRE RATED ASSEMBLIES UNLESS BOXED WITH EQUIVALENT CONSTRUCTION. LIGHT FIXTURE SCHEDULE SYMBOL DESCRIPTION MODEL NO. MANUFACT. LED STRIP LIGHT, 2"x48", CEILING MODEL LED SINGLE PART # LITHONIA OR EQUAL MOUNT, 120V, 64W 27072H Q RECESSED MOUNTED LED LIGHT, STYLE IV27A LAMP PLUS OR 120V, 14W EQUAL PARKING LIGHT, TOP TIER 6500 COPPER LIGHTING O LUMENS, SURFACE MOUNT, TT-D3-740-U-WD-NW SOLUTION OR WHITE, 120V, 47.2 W EQUAL MS WALL -MOUNT SECURITY LIGHT W/ MOTION SENSOR PHOTOCELL, AC106/35/1-OL AC ELECTRONIC OR EQUAL 120V, 37W HARDWIRE SMOKE ALARM W/ KIDDE SAFETY OR QSD • BATTERY BACKUP 9V BATTERY PART # 2129730 EQUAL INCLUDED, 120V, 20W DUPLEX OUTLET (GFI) u_'.�� Pc PHOTO SENSOR 1 ( EXHAUST FAN F[R a, vN'rt. O SD SMOKE DETECTOR $ SWITCH DATE SIGNED: 12/24/24 $M SWITCH W/ MOTION DETECTOR SHEET DESCRIPTION $3 3-WAY SWITCH LIGHTING PLAN $° SWITCH WITH DIMMER �) CIRCUIT BREAKER POWER PLAN 4. MOUNT THE FOLLOWING ABOVE FINISH FLOOR: UNIT Al (TYP■) OUTLETS - 15" TO 48" 1 DISCONNECT SWITCH SWITCHES - 36" TO 48" f (2ND, 3RD MTH THERMOSTATS - 36" TO 48" MEASURED FROM BOTTOM AND TOP OF BOXES RESPECTIVELY O ELECTRIC METER FLOOR) 5. PANEL CIRCUIT DIRECTORY TO COMPLY WITH SECT.408.4, CEC. 6. W.P. COVER OF OUTLETS TO COMPLY WITH SECT. 406.9(B)(1), CEC. 7. SEAL PENETRATIONS THROUGH FIRE RESISTIVE ASSEMBLY PER SECTION 714, CBC. 8. OUTDOOR LIGHTING SHOULD BE CUT-OFF LIGHTING AND FURNISHED W/ PHOTOCELL LITHONIA MODEL OVWP OR EQUAL DE#: 230198 SHEET OS-E-10S i - Planning a y LEGEND — I D 62-1 DUPLEX OUTLET Ap 0 W �1 DUPLEX OUTLET (GFI) FOR PER O O i O O Pc PHOTO SENSOR ENGINEERING r — — — ( EXHAUST FAN DONG ENGINEERING, INC. I I I I I 12682 HOOVER ST., I I O s° SMOKE DETECTOR Master I D: GARDEN GROVE, CA 92841 TEL- 714-617-5979 SWITCH Date: I INFO@DONGENGINEERING.COM OSD O I I I $M SWITCH W/ MOTION DETECTOR RESTRICTIVE NOTICE SPECIFICATIONS ARE THE EXCLUSIVE $3 3-WAY SWITCH PROPERTY OF DONG ENGINEERING. O 62-7 luI I I THESE DRAWINGS CANNOT BE COPIED, —� I $° SWITCH WITH DIMMER TRANSFERRED, OR REPRODUCED NOR CAN ANY OTHER STRUCTURES BE BUILT 62-9 D I I I FROM THEM WITHOUT WRITTEN CONSENT. \ I I I I ♦) i CIRCUIT BREAKER i- 62-9 o DISCONNECT SWITCH REVISIONS 1-----1J f D O ELECTRIC METER DATE REVISIONS I I 3 - B2-11 O • sc O O ELECTRICAL NOTES: (EN. CHARGING) I � B2-11 - 1L - 1. NEW ONE -AND TWO FAMILY DWELLINGS AND TOWNHOUSES, WITH - - ATTACHED PRIVATE GARAGES, ARE REQUIRED TO CONTAIN A LISTED RACEWAY TO ACCOMMODATED A DEDICATED 208/240 VOLT M BRANCH CIRCUIT. THE RACEWAY SHALL NOT BE LESS THAN TRADE • S'c SIZE 1 (NORMINAL 1-INCH INSIDE DIAMETER). THE RACEWAY SHALL 62-5 B2-1 ORIGINATE AT THE MAIN SERVICE OR SUBPANEL AND SHALL BE M TERMINATED INTO A LISTED CABINET, BOX OR OTHER ENCLOSURE 2-9 b 132-11 IN CLOSE PROXIMITY TO THE PROPOSED LOCATION OF AN E.V. 62-3 CHARGER, THE SERVICE PANEL AND/OR SUBPANEL SHALL PROVIDE D 3 CAPACITY TO INSTALL A 40-AMPERE MINIMUM DEDICATED BRANCH O CIRCUIT AND SPACE(S) RESERVED TO PERMIT INSTALLATION OF A O BRANCH CIRCUIT OVER CURRENT PROTECTIVE DEVICE. PROJECT OWNER OO (CGBSC 4.106.4.1) 2. THE SERVICE PANEL OR SUBPANEL CIRCUIT DIRECTORY SHALL IDENTIFIED THE OVER CURRENT PROTECTIVE DEVICE SPACE(S) 62-9 O RESERVED FOR FUTURE E.V. CHARGING AS "E.V. CAPABLE". THE RACEWAY TERMINATION LOCATION SHALL BE PERMANENTLY AND I O VISIBLE MAKED AS "E.V. CAPABLE:. (CGBSC 4.106.4.1.1) PROJECT ADDRESS ELECTRICAL NOTES: LIGHTINGPLAN 1. ALL EQUIPMENT TO BE LISTED BY A RECOGNIZED TESTING LAB (I.E. U.L., ETC.). UNIT TYPE B2 ON 3RD AND 4TH FLOOR 2. LIGHT FIXTURE IN CONTACT WITH INSULATION TO BE U.L. LISTED FOR THERMAL BARRIER OR PROVIDE 3" MIN. CLEARANCE. (TOTAL OF 2 UNITS) �9 9' 3. LIGHTS AND PANELS SHALL NOT BE RECESSED IN FIRE RATED SCALE: 3/8 0 1 — 0 4. ASSEMBLIES UNLESS BOXED WITH EQUIVALENT CONSTRUCTION. MOUNT THE FOLLOWING ABOVE FINISH FLOOR: M OUTLETS - 15" TO 48" Q SWITCHES - 36" TO 48" Z THERMOSTATS - 36" TO 48" MEASURED FROM BOTTOM AND TOP OF BOXES RESPECTIVELY ui J 5. PANEL CIRCUIT DIRECTORY TO COMPLY WITH SECT.408.4, CEC. C 04 6. W.P. COVER OF OUTLETS TO COMPLY WITH SECT. 406.9(B)(1), CEC. G 7. SEAL PENETRATIONS THROUGH FIRE RESISTIVE ASSEMBLY PER SECTION 714, CBC. n/ 8. OUTDOOR LIGHTING SHOULD BE CUT-OFF LIGHTING AND FURNISHED W/ LL O PHOTOCELL LITHONIA MODEL OVWP OR EQUAL r n� � Z v) I � r I GFI 1 I 1 132-14 I I I I i I FI 1 B -6,8 I c I 1 9 B2-15 1 _ 1 132-16 FAN COIL 1 1 1 JQE*, 132-13 LIGHT FIXTURE SCHEDULE SYMBOL DESCRIPTION MODEL NO. MANUFACT. LED STRIP LIGHT, 2"x48", CEILING MODEL LED SINGLE PART # LITHONIA OR EQUAL MOUNT, 120V, 64W 27072H 0 RECESSED MOUNTED LED LIGHT, STYLE IV27A LAMP PLUS OR 120V, 14W EQUAL PARKING LIGHT, TOP TIER 6500 COPPER LIGHTING Q LUMENS, SURFACE MOUNT, TT-D3-740-U-WD-NW SOLUTION OR WHITE, 120V, 47.2 W EQUAL MS WALL -MOUNT SECURITY LIGHT W/ MOTION SENSOR PHOTOCELL, AC106/35/1-OL AC ELECTRONIC OR EQUAL E EQ 120V, 37W HARDWIRE SMOKE ALARM W/ KIDDE SAFETY OR OSD • BATTERY BACKUP 9V BATTERY PART # 2129730 EQUAL INCLUDED, 120V, 20W Z Z � N Z N M CV cc C) STAMP f� I 0 I I GFI I1 I L GFI B2-26,28 I I -I I 62-30,32 DATE SIGNED: 12/27/24 I 1 240V 132-12 SHEET DESCRIPTION 0 62-10 FAN COIL 2 �I LIGHTING PLAN 62-2 132-34,36 POWER PLAN 240V UNIT B2 (TYP.) FAN COIL 3 0 (3RD&4TH FLOOR) I GF B2-20 111 62-18 1 o DE#: 230198 GFI -� � � GFI LSHEET 62-22,24 240V POWER PLAN UNIT TYPE B2 ON 3RD AND 4TH FLOOR 99 _ 9 05-E-107 (TOTAL OF 2 UNITS) SCALE: 3/8 — 1 — 0 i - Planning a n y Ap o w � a M FOR PER b 0 FAN COIL 2 ®--. HOA-1C20,22 ENGINEERING b a b HOA-1 C1 DONG ENGINEERING, INC. 12682 HOOVER ST., a Master I D : GARDEN GROVE, CA 92841 TEL- 714-617-5979 Date: INFO@DONGENGINEERING.COM RESTRICTIVE NOTICE SPECIFICATIONS ARE THE EXCLUSIVE PROPERTY OF DONG ENGINEERING. THESE DRAWINGS CANNOT BE COPIED, TRANSFERRED, OR REPRODUCED NOR CAN ANY OTHER STRUCTURES BE BUILT a b a b a b FROM THEM WITHOUT WRITTEN CONSENT. 0 0 0 0 0 0 REVISIONS I DATE REVISIONS FAN COIL 2 FMI HOA-1 C24,26 HO -1 C3 I I HOA-1 C3 b b a O O O O a O O HOA-1 C12 I 0 — — — — — — ---- --- E-------- C HOA-1 C14 PROJECT OWNER O _ O O 0 oGFI� �o HOA-1 C2 in HOA-1 C7 HOA-1 C6 HOA-1C16,185HOA-1 C9 — - — — — — — — — — - _ — — F COIL 1 -,� PROJECT ADDRESS 0 a b I HOA-1 C13 HOA-1 C15 O O Sc O I I HOA-1 C5 GFI HOA-1 C5 I + I HOA-1 C11 I — + FI FMI HOA-1 C8,10 I HOA-1 C7 I I I � - M I I i GFI z D O D -- I I -- -- 240V w J C~V m O GFI O v HOA-1C4 � -- � � I L/-----Ll —GFI I GFI Q z COMMUNITY ROOM ON 2ND FLOOR COMMUNITY ROOM ON 2ND FLOOR Z Z < (TOTAL OF 1 UNIT) (TOTAL OF 1 UNIT) CV Z N c M cU) CV LIGHTING PLAN POWER PLAN SCALE: 3/8 = 10" SCALE: 3/8 = 1'-0" STAMP ELECTRICAL NOTES: (E.V. CHARGING) LEGEND 1. NEW ONE -AND TWO FAMILY DWELLINGS AND TOWNHOUSES, WITH ATTACHED PRIVATE GARAGES, ARE REQUIRED TO CONTAIN A (P DUPLEX OUTLET LISTED RACEWAY TO ACCOMMODATED A DEDICATED 208/240 VOLT BRANCH CIRCUIT. THE RACEWAY SHALL NOT BE LESS THAN TRADE SIZE 1 (NORMINAL 1-INCH INSIDE DIAMETER). THE RACEWAY SHALL ORIGINATE AT THE MAIN SERVICE OR SUBPANEL AND SHALL BE TERMINATED INTO A LISTED CABINET, BOX OR OTHER ENCLOSURE IN CLOSE PROXIMITY TO THE PROPOSED LOCATION OF AN E.V. CHARGER. THE SERVICE PANEL AND/OR SUBPANEL SHALL PROVIDE CAPACITY TO INSTALL A 40-AMPERE MINIMUM DEDICATED BRANCH CIRCUIT AND SPACE(S) RESERVED TO PERMIT INSTALLATION OF A BRANCH CIRCUIT OVER CURRENT PROTECTIVE DEVICE. (CGBSC 4.106.4.1) 2, THE SERVICE PANEL OR SUBPANEL CIRCUIT DIRECTORY SHALL IDENTIFIED THE OVER CURRENT PROTECTIVE DEVICE SPACE(S) RESERVED FOR FUTURE E.V. CHARGING AS "E.V. CAPABLE". THE RACEWAY TERMINATION LOCATION SHALL BE PERMANENTLY AND VISIBLE MAKED AS "E.V. CAPABLE:. (CGBSC 4.106.4.1.1) ELECTRICAL NOTES: 1. ALL EQUIPMENT TO BE LISTED BY A RECOGNIZED TESTING LAB (I.E. U.L., ETC.). 2. LIGHT FIXTURE IN CONTACT WITH INSULATION TO BE U.L. LISTED FOR THERMAL BARRIER OR PROVIDE 3" MIN. CLEARANCE. 3. LIGHTS AND PANELS SHALL NOT BE RECESSED IN FIRE RATED ASSEMBLIES UNLESS BOXED WITH EQUIVALENT CONSTRUCTION. LIGHT FIXTURE SCHEDULE SYMBOL DESCRIPTION MODEL NO. MANUFACT. 0 LED STRIP LIGHT, 2"x48", CEILING MODEL LED SINGLE PART # LITHONIA OR EQUAL MOUNT, 120V, 64W 27072H O RECESSED MOUNTED LED LIGHT, STYLE IV27A LAMP PLUS OR 120V, 14W EQUAL PARKING LIGHT, TOP TIER 6500 COPPER LIGHTING Q LUMENS, SURFACE MOUNT, TT-D3-740-U-WD-NW SOLUTION OR WHITE, 120V, 47.2 W EQUAL MS WALL -MOUNT SECURITY LIGHT W/ MOTION SENSOR PHOTOCELL, AC106/35/I-OL AC ELECTRONIC OR EQUAL 120V, 37W HARDWIRE SMOKE ALARM W/ KIDDE SAFETY OR OSD • BATTERY BACKUP 9V BATTERY PART # 2129730 EQUAL INCLUDED, 120V, 20W G.F. DUPLEX OUTLET (GFI) Pc PHOTO SENSOR DArFSh-N 0*4r- W21, DATE SIGNED: 12/24/24 EXHAUST FAN SHEET DESCRIPTION O SD SMOKE DETECTOR SWITCH LIGHTING PLAN $M SWITCH W/ MOTION DETECTOR POWER PLAN $3 3-WAY SWITCH COMMUNITY ROOM (2ND FLOOR) $° SWITCH WITH DIMMER T) CIRCUIT BREAKER 4. MOUNT THE FOLLOWING ABOVE FINISH FLOOR: OUTLETS - 15" TO 48" 1- SWITCHES -36"TO48" I{ DISCONNECT SWITCH THERMOSTATS - 36" TO 48" DE#: 230198 MEASURED FROM BOTTOM AND TOP OF BOXES RESPECTIVELY O ELECTRIC METER 5. PANEL CIRCUIT DIRECTORY TO COMPLY WITH SECT.408.4, CEC. SHEET 6. W.P. COVER OF OUTLETS TO COMPLY WITH SECT. 406.9(B)(1), CEC. 7. SEAL PENETRATIONS THROUGH FIRE RESISTIVE ASSEMBLY PER SECTION 714, CBC. 8. OUTDOOR LIGHTING SHOULD BE CUT-OFF LIGHTING AND FURNISHED W/ PHOTOCELL LITHONIA MODEL OVWP OR EQUAL 05-E-108 i - Planning a y Ap o w FOR PER ENGINEERING DONG ENGINEERING, INC. FITNESS ROOM ON 2ND FLOOR ., (TOTAL OF 1 UNIT) HOA-1 F2 (TOTAL OF 1 UNIT) Master ID: GARDEN GROVE, CA 92841 TEL- 714-617-5979 O b Oa O b HOA-1 F4 Date: INFO@DONGENGINEERING.COM RESTRICTIVE NOTICE HOA-1 F6 SPECIFICATIONS ARE THE EXCLUSIVE PROPERTY OF DONG ENGINEERING. THESE DRAWINGS CANNOT BE COPIED, TRANSFERRED, OR REPRODUCED NOR CAN ANY OTHER STRUCTURES BE BUILT FROM THEM WITHOUT WRITTEN CONSENT. REVISIONS �a b Oa O b DATE REVISIONS HOA-1 F14 �b Oa CSC Oa Ob Oa HOA-1 F8,10 PROJECT OWNER FAN COIL 0 PROJECT ADDRESS 0 a HOA-1 F1 O a HOA-1 F1 � M b Z 0 O w J CV m O ~ � Q Q p U LIGHTING PLAN POWER PLAN m Q Of z SCALE: 3 8" = 1 '-O" SCALE: 3 8" = 1 '-O" = Q z z �- ZD N Z ELECTRICAL NOTES: (E.V. CHARGING) LEGEND N co < CV 1. NEW ONE -AND TWO FAMILY DWELLINGS AND TOWNHOUSES, WITH ATTACHED PRIVATE GARAGES, ARE REQUIRED TO CONTAIN A DUPLEX OUTLET LISTED RACEWAY TO ACCOMMODATED A DEDICATED 208/240 VOLT BRANCH CIRCUIT. THE RACEWAY SHALL NOT BE LESS THAN TRADE SIZE 1 (NORMINAL 1-INCH INSIDE DIAMETER). THE RACEWAY SHALL ORIGINATE AT THE MAIN SERVICE OR SUBPANEL AND SHALL BE TERMINATED INTO A LISTED CABINET, BOX OR OTHER ENCLOSURE IN CLOSE PROXIMITY TO THE PROPOSED LOCATION OF AN E.V. CHARGER. THE SERVICE PANEL AND/OR SUBPANEL SHALL PROVIDE CAPACITY TO INSTALL A 40-AMPERE MINIMUM DEDICATED BRANCH CIRCUIT AND SPACE(S) RESERVED TO PERMIT INSTALLATION OF A BRANCH CIRCUIT OVER CURRENT PROTECTIVE DEVICE. (CGBSC 4.106.4.1) 2. THE SERVICE PANEL OR SUBPANEL CIRCUIT DIRECTORY SHALL IDENTIFIED THE OVER CURRENT PROTECTIVE DEVICE SPACE(S) RESERVED FOR FUTURE E.V. CHARGING AS "E.V. CAPABLE". THE RACEWAY TERMINATION LOCATION SHALL BE PERMANENTLY AND VISIBLE MAKED AS "E.V. CAPABLE:. (CGBSC 4.106.4.1.1) ELECTRICAL NOTES: 1. ALL EQUIPMENT TO BE LISTED BY A RECOGNIZED TESTING LAB (I.E. U.L., ETC.). 2. LIGHT FIXTURE IN CONTACT WITH INSULATION TO BE U.L. LISTED FOR THERMAL BARRIER OR PROVIDE 3" MIN. CLEARANCE. 3. LIGHTS AND PANELS SHALL NOT BE RECESSED IN FIRE RATED ASSEMBLIES UNLESS BOXED WITH EQUIVALENT CONSTRUCTION. LIGHT FIXTURE SCHEDULE SYMBOL DESCRIPTION MODEL NO. MANUFACT. 0 LED STRIP LIGHT, 2"x48", CEILING MODEL LED SINGLE PART # LITHONIA OR EQUAL MOUNT, 120V, 64W 27072H O RECESSED MOUNTED LED LIGHT, STYLE IV27A LAMP PLUS OR 120V, 14W EQUAL PARKING LIGHT, TOP TIER 6500 COPPER LIGHTING Q LUMENS, SURFACE MOUNT, TT-D3-740-U-WD-NW SOLUTION OR WHITE, 120V, 47.2 W EQUAL eMS WALL -MOUNT SECURITY LIGHT W/ MOTION SENSOR PHOTOCELL, AC106/35/1-OL AC ELECTRONIC OR EQUAL 120V, 37W HARDWIRE SMOKE ALARM W/ KIDDE SAFETY OR LSD • BATTERY BACKUP 9V BATTERY PART # 2129730 EQUAL INCLUDED, 120V, 20W �. DUPLEX OUTLET (GFI) PC PHOTO SENSOR ( EXHAUST FAN STAMP O SD SMOKE DETECTOR . hu.;? SWITCH M SWITCH W/ MOTION DETECTOR 3 3-WAY SWITCH (c D SWITCH WITH DIMMER DArrw:r:0*4r- W21, 1 T> CIRCUIT BREAKER DATE SIGNED: 12/24/24 4. MOUNT THE FOLLOWING ABOVE FINISH FLOOR: SHEET DESCRIPTION OUTLETS - 15" TO 48" SWITCHES -36"TO48" 1- DISCONNECT SWITCH THERMOSTATS - 36" TO 48" I{ MEASURED FROM BOTTOM AND TOP OF BOXES RESPECTIVELY O ELECTRIC METER 5. PANEL CIRCUIT DIRECTORY TO COMPLY WITH SECT.408.4, CEC. 6. W.P. COVER OF OUTLETS TO COMPLY WITH SECT. 406.9(B)(1), CEC. 7. SEAL PENETRATIONS THROUGH FIRE RESISTIVE ASSEMBLY PER LIGHTING PLAN SECTION 714, CBC. 8. OUTDOOR LIGHTING SHOULD BE CUT-OFF LIGHTING AND FURNISHED W/ POWER PLAN PHOTOCELL LITHONIA MODEL OVWP OR EQUAL FITNESS ROOM (2ND FLOOR) DE#: 230198 SHEET OS-E-109 REFER TO DRAWING 05-E-105 FOR LEGENDS AND LIGHT FIXTURE SCHEDULE POWER PROVIDED TO COMMON OPEN DECK, STAIR, WASTE AND IDF ROOMS, AND HALLWAY IS FROM HOUSE PANEL 'HOA-1' LOCATED IN THE ELECTRICAL ROOM. REFER TO PANEL SCHEDULE ON DRAWING 05-E-113 POWER PROVIDED AND WIRING DIAGRAMS FOR STAIR, WASTE AND IDF ROOMS, AND HALLWAY ARE IDENTICAL ON 2ND, 3RD, AND 4TH FLOOR ARE IDENTICAL OPEN TO BELOW ELECTRICAL PLAN Planning a �r Ap o w FOR PER ENOINEERNNG DONG ENGINEERING, INC. 12682 HOOVER ST., Master I D : GARDEN GROVE, CA 92841 Date: TEL- 714-617-5979 INFO@DONGENGINEERING.COM RESTRICTIVE NOTICE SPECIFICATIONS ARE THE EXCLUSIVE PROPERTY OF DOING ENGINEERING. THESE DRAWINGS CANNOT BE COPIED, TRANSFERRED, OR REPRODUCED NOR CAN ANY OTHER STRUCTURES BE BUILT FROM THEM WITHOUT WRITTEN CONSENT. DATE I REVISIONS PROJECT OWNER PROJECT ADDRESS zC=) i m ry p N � Q CU w � ~ � m z Q v) = Q z z N � Z � N CM U) STAMP DA111.4C.N Qwr".1; DATE SIGNED: 12/24/24 SHEET DESCRIPTION LIGHTING PLAN POWER PLAN SMOKE DETECTOR PLAN COMMON OPEN DECK, STAIRWAY, WASTE, IDF ROOM, AND HALLWAY DE#: 230198 SHEET SCALE: 3/ 16" = V-0 " 05-E-111 VOLTAGE: 208V/12OV, 30, 4W,150A MOUNTING: SURFACE MAIN CB: 3P/150A PANEL'131' NEMA: 1 A.I.C: 42 KA LOCATION: IN UNIT TYPE 131 CKT BKR LOAD PER PHASE CKT BKR K DESCRIPTION DESCRIPTION CKT NO. AMPS POLES L1 L2 L3 LCL L1 L2 L3 POLES AMPS LIGHTS GFI 1 20 1 KITCHEN, 172 800 REFRIGERATOR 1 20 2 DINING ROOM LIGHTS 3 20 1 OUTDOOR, 70 3,600 COOKTOP 2 40 4 LIVING ROOM LIGHTS- 5 20 1 MASTER BED, 244 3,600 - - - 6 BATH RM LIGHTS 7 20 1 BEDROOM, 342 720 GFI 1 20 8 BATH, LAUNDRY KITCHEN 9 20 1 SMOKE 60 540 RECEPTACLES 1 20 10 DETECTOR DINING ROOM 11 20 1 RECEPTACLE 800 540 RECEPTACLES 1 20 12 DISPOSAL LIVING ROOM 13 20 1 MICROWAVE 1,200 540 RECEPTACLES 1 20 14 HALLWAY RECEPTACLES 15 SPACE 1,080 MASTER 1 20 16 BEDROOM 17 1,260 RECEPTACLES 1 20 18 BEDROOM 19 360 GFI 1 20 20 BATHROOM 21 1,920 CLOTHES DRYER 2 20 22 23 1,920 - - 24 25 650 FAN COIL #1 1 20 26 27 650 - - 28 29 650 FAN COIL #2 2 20 30 31 650 _ - - 32 33 650 FAN COIL #3 3 20 34 35 650 _ - - 36 37 40 2 A/C #2 2,940 180 ROOF GFI 1 20 38 39 - - - 2,940 360 RECEPTACLE 1 20 40 41 20 1 SPARE 1,200 DISHWASHER 1 20 42 TOTAL 4,654 3,070 1,044 3,900 8,440 9,820 CONNECTED LOADS 31,288 VA 25% OF LCL (0.25 x 828) 207 VA TOTAL LOAD 31,495 VA TOTAL AMPS 87.4 A VOLTAGE: 208V/12OV, 30, 4W,150A MOUNTING: SURFACE MAIN CB: 3P/150A PANEL'132' NEMA: 1 A.I.C: 42 KA LOCATION: IN UNIT TYPE B2 CKT BKR LOAD PER PHASE CKT BKR K DESCRIPTION DESCRIPTION CKT NO. AMPS POLES L1 L2 L3 LCL L1 L2 L3 POLES AMPS LIGHTS RECEPTACLE 1 20 1 LIVING, DINING, 140 1,080 LIVING RM 1 20 2 KITCHEN DINING RM LIGHTS GFI 3 20 1 HALLWAY 201 800 REFRIGERATOR 1 20 4 WASHER RM 5 20 1 LIGHT & FAN 159 3,600 RECEPTACLE 2 40 6 BATHROOM COOKTOP 7 20 1 LIGHTS 56 3,600 - - - 8 BEDROOM LIGHTS GFI 9 20 1 MASTER BED, 229 720 KITCHEN 1 20 10 BATH ROOM 11 20 1 SMOKE 60 540 RECEPTACLES 1 20 12 DETECTOR HALLWAY 13 20 1 GFI 1,200 720 RECEPTACLES 1 20 14 DISHWASHER BEDROOM GFI RECEPTACLES 15 20 1 DISPOSAL 800 720 MASTER 1 20 16 BEDROOM RECEPTACLE GFI 17 20 1 200 180 MASTER 1 20 18 TV BATHROOM 19 SPACE 180 GFI 1 20 20 BATHROOM 21 1,920 CLOTHES DRYER 2 20 22 23 1,920 - - - 24 25 650 FAN COIL #1 1 20 26 27 650 - - 28 29 650 FAN COIL #2 2 20 30 31 650 _ - - 32 33 650 FAN COIL #3 3 20 34 35 650 _ - - 36 37 180 ROOF GFI 1 20 38 39 40 2 A/C #2 2,940 360 RECEPTACLE 1 20 40 41 - - 2,940 1,200 MICROWAVE 1 20 42 TOTAL 1,396 4,170 3,159 7,060 5,820 7,540 CONNECTED LOADS 30,345 VA 25% OF LCL (0.25 x) 196.3 VA TOTAL LOAD 30,541.3 VA TOTAL AMPS 84.8 A i - Planning a y Ap o w FOR PER ENGINEERING nnN(; FNrINFFRIN(, INr VOLTAGE: 208V/12OV, 30, 4W,150A MOUNTING: SURFACE MAIN CB: 3P/150A PANEL'A1' NEMA: 1 Maste A.I.C: 42 KA LOCATION: I Al CKT BKR LOAD PER PHASE CKT BKR K DESCRIPTION DESCRIPTION CKT NO. AMPS POLES L1 L2 L3 LCL L1 L2 L3 POLES ANAPS LIGHT RECEPTACLES 1 20 1 WASH RM, KIT, 243 360 HALLWAY 1 20 2 DINNING LIGHTS GFI 3 20 1 OUTDOOR 70 800 REFRIGERATOR 1 20 4 LIVING ROOM 5 20 1 LIGHTS 56 360 GFI 1 20 6 BATHROOM KITCHEN 7 20 1 LIGHT -FAN 159 3,600 COOKTOP 2 40 8 BATHROOM 9 20 1 SMOKE 40 3,600 - - 10 DETECTOR 11 20 1 RECEPTACLE 500 900 RECEPTACLES 1 20 12 TV LIVING ROOM 13 20 1 RECEPTACLE 1,000 180 GFI 1 20 14 MICROWAVE OUTDOOR 15 20 1 GFI 800 900 RECEPTACLES 1 20 16 DISPOSAL BEDROOM 17 20 1 DISHWASHER 1,200 1,920 CLOTHES DRYER 2 20 18 19 20 1 SPARE 1,920 - - 20 21 20 1 SPARE 360 GFI 1 20 22 BATHROOM 23 20 1 SPARE 650 FAN COIL #2 2 20 24 25 20 1 AC GFI 180 650 - - 26 27 30 2 A/C #1 2,160 650 FAN COIL #2 2 20 28 29 - - - 2,160 650 - - 30 TOTAL 1,582 3,070 3,916 6,710 6,310 4,480 CONNECTED LOADS 26,168 VA 25% OF LCL (0.25 x 528) 132 VA TOTAL LOADS 26,300 VA TOTAL AMPS 73.0 A 12682 HOOVER ST., D: GARDEN GROVE, CA 92841 TEL- 714-617-5979 INFO@DONGENGINEERING.COM RESTRICTIVE NOTICE SPECIFICATIONS ARE THE EXCLUSIVE PROPERTY OF DONG ENGINEERING. THESE DRAWINGS CANNOT BE COPIED, TRANSFERRED, OR REPRODUCED NOR CAN ANY OTHER STRUCTURES BE BUILT FROM THEM WITHOUT WRITTEN CONSENT. REVISIONS DATE REVISIONS PROJECT OWNER PROJECT ADDRESS Z � 0 w J CN C3� Q p CU V J Q NOTES Z Z �- Z) N Z 1. THIS PANEL SCHEDULE IS APPLIED TO ALL UNIT TYPE CV CV Q Al ON THIRD AND FOURTH FLOOR Cv cM U) 2. BREAKERS FOR THIS PANEL SHOULD BE DUAL FUNCTION BREAKERS STAMP NOTES NOTESK� 1. THIS PANEL SCHEDULE IS APPLIED TO ALL UNIT TYPE 1. THIS PANEL SCHEDULE IS APPLIED TO ALL UNIT TYPE B1 ON THIRD AND FOURTH FLOOR B2 ON THIRD AND FOURTH FLOOR 2. BREAKERS FOR THIS PANEL SHOULD BE DUAL 2. BREAKERS FOR THIS PANEL SHOULD BE DUAL FUNCTION BREAKERS FUNCTION BREAKERS Oa,hv,:� DATE SIGNED: 12/27/24 SHEET DESCRIPTION PANEL SCHEDULES UNIT TYPE A1,B1,B2 DE#: 230198 SHEET 05-E-112 PANEL SCHEDULE 'B1' PANEL SCHEDULE 'B2' PANEL SCHEDULE 'A1' CITY OF MANTA ANA_ Plannina a VOLTAGE: 208V/120V, 30, 4W, 100A MOUNTING: SURFACE MAIN CB: 3P/50A PANEL'HOA-1F' NEMA: 1 A.I.C.: 42 KA LOCATION: IN FITNESS RM CKT BKR LOAD PER PHASE CKT BKR K DESCRIPTION DESCRIPTION K AMPS POLES L1 L2 L3 LCL L1 L2 L3 POLES AMPS 1 20 1 LIGHTING 210 900 RECEPTACLES 1 20 2 FITNESS ROOM RECEPTACLES 3 40 2 AC UNIT 2,940 540 FITNESS RM 1 20 4 (FLOOR) 5 - - - 2,940 900 RECEPTACLES 1 20 6 FITNESS ROOM 7 20 1 RECEP_VTACLE 200 650 FAN COIL UNIT 2 20 8 9 SPACE 650 - - - 10 11 180 ELEVATOR 1 20 12 13 20 SMOKE 1 20 14 DETECTORA 15 SPARE 1 20 16 17 1 20 18 19 20 1 AC GFI 180 1 20 20 TOTAL 590 2,940 2,940 1,570 1,190 1,080 CONNECTED LOADS 10,310 VA 25% OF LCL (0.25 x 210) 53 VA TOTAL LOADS 10,363 VA TOTAL AMPS 28.8 A NOTES 1. THIS PANEL IS LOCATED IN FITNESS ROOM 2. POWER SUPPLY TO THIS PANEL IS FROM PANEL'HOA-1' LOCATED IN ELECTRICAL ROOM 3. BREAKERS FOR THIS PANEL SHOULD BE DUAL FUNCTION BREAKERS VOLTAGE: 208V/12OV, 30, 4W,100A MOUNTING: SURFACE MAIN CB: 3P/100A PANEL'HOA-1C' NEMA: 1 A.I.C: 42 KAIC LOCATION: IN COMM. ROOM CKT BKR LOAD PER PHASE CKT BKR K DESCRIPTION DESCRIPTION K AMPS POLES L1 L2 L3 LCL L1 L2 L3 POLES AMPS LIGHTS RECEPTACLES 1 20 1 SITTING, 224 720 OFFICE 1 20 2 COMMUNITY RM 3 20 1 LIGHT & FAN 172 800 GFI 1 20 4 RESTROOM REFRIGERATOR LIGHTS GFI 5 20 1 OFFICE, 84 720 KITCHEN 1 20 6 STORAGE 7 20 1 LIGHTS 116 3,600 COOK TOP 2 40 8 KITCHEN 9 20 1 SMOKE 20 3,600 10 DETECTOR RECEPTACLES 11 20 1 MICROWAVE 1,000 1,260 SITTING 1 20 12 COMMUNITY RM GFI RECEPTACLES 13 20 1 1,200 540 SITTING 1 20 14 DISHWASHER COMMUNITY RM 15 20 1 GFI 800 650 FAN COIL #1 2 20 16 DISPOSAL 17 SPACE 650 - - 18 19 650 FAN COIL #2 2 20 20 21 650 22 23 650 FAN COIL #2 2 20 24 25 650 - - 26 27 40 2 A/C UNIT 2,940 180 ROOF 1 20 28 29 - - 2,940 - SPARE - - 30 TOTAL 1,540 3,932 4,024 6,160 5,880 3,280 CONNECTED LOADS 24,996 VA 25% OF LCL (0.25 x 596) 149 VA TOTAL LOADS 25,145 VA TOTAL AMPS 69.8 A NOTES 1. THIS PANEL IS LOCATED IN COMMUNITY ROOM 2. POWER SUPPLY TO THIS PANEL IS FROM PANEL'HOA-1' LOCATED IN ELECTRICAL ROOM 3. BREAKERS FOR THIS PANEL SHOULD BE DUAL FUNCTION BREAKERS PANEL SCHEDULE 'HOA-1 C' VOLTAGE: 208V/12OV, 30, 4W,300A MOUNTING: SURFACE MAIN CB: 3P/300A PANEL'HOA-2' NEMA: 1 A.I.C: 42 KAIC LOCATION: IN ELEC. ROOM CKT BKR LOAD PER PHASE CKT BKR K DESCRIPTION DESCRIPTION K AMPS POLES L1 L2 L3 LCL L1 L2 L3 POLES AMPS 1 3,328 3,328 2 40 2 40 2 3 3,328 3,328 - - 4 EV STATION #1 EV STATION 4 5 3,328 3,328 2 40 6 40 2 7 3,328 3,328 - - 8 9 3,328 3,328 2 40 10 40 2 EV STATION 5 (SINGLE) 11 3,328 3,328 - - 12 EV STATION #2 13 3,328 3,328 2 40 14 40 2 15 3,328 3,328 - - 16 EV STATION 6 (FUTURE) 17 3,328 3,328 2 40 18 40 2 19 3,328 3,328 - - 20 EV STATION #3 (HANDICAP) 21 3,328 SPACE 22 40 2 23 3,328 24 25 SPACE 26 27 28 TOTAL 13,312 13,312 13,312 13,312 9,984 9,984 TOTAL CONNECTED LOADS 63,232 VA TOTAL AMPS 176.0 A VOLTAGE: 208V/12OV, 30, 4W , 300A MOUNTING: SURFACE FOR MAIN CB: 3P/ 300A PANEL 'HOA-1' NEMA: 1 A.I.C: 42 KA LOCATION: I q ELEC. ROOM CKT BKR LOAD PER PHASE CKT BKR K DESCRIPTION DESCRIPTION CKT NO. AMPS POLES L1 L2 L3 LCL L1 L2 L3 POLES S IVA1 100 3 PANEL 6,500 650 FAN COIL 2 HOA-1C ELEVATOR V a e 3 - - 9,012 650 - - 4 5 - 7,304 3,000 ELEVATOR 2 40 6 7 100 3 PANEL 1,960 3,000 - - - 8 HOA -1 F LIGHTS - 9 - - 4,130 148 COMMON OPEN 1 20 10 DECK 11 - - 4,020 180 GFI-COMMON 1 20 12 OPEN DECK PARKING LOT LIGHT - 13 20 1 LIGHTS 566 256 STAIRWAY, 1 20 14 WASTE ROOM 15 20 1 PARKING LOT 566 360 RECEPTACLE 1 20 16 LIGHTS WASTE, IDF RM LIGHTS LIGHTS 17 20 1 STOR., WASTE 128 196 HALLWAY 2ND 1 20 18 ROOM FLOOR LIGHTS - SMOKE 19 20 1 STAIRWAY, MECH., 288 100 DETECTOR 2ND 1 20 20 ELEC., BOILER ROOM FLOOR LIGHTS LIGHTS -STAIRWAY, 21 20 1 LOBBY 84 256 WASTE RM 3RD 1 20 22 FLOOR 23 20 1 SMOKE 20 360 RECEPTACLE 1 20 24 DETECTOR WASTE 3RD FLR LIGHTS - 25 20 1 SIGN 800 196 HALLWAY 3RD 1 20 26 FLOOR SMOKE 27 SPACE 100 DETECTOR 3RD 1 20 28 FLOOR 29 256 LIGHTS- STAIRS, 1 20 30 WASTE 4TH FLR RECEPTACLES 31 360 WASTE, IDF RM 1 20 32 4TH FLOOR LIGHTS 33 196 HALLWAY 4TH 1 20 34 FLOOR 30 KVA XFMR SMOKE 35 100 3 (ELEVATOR) 7,000 100 DETECTOR 4TH 1 20 36 FLOOR 37 - - - 7,000 2,940 A/C UNIT 2 40 38 39 - - - 7,000 2,940 - - - 40 41 20 1 I 600 180 A/C GFI 1 20 42 HOIST TOTAL 18,514 22,192 18,472 7,502 4,650 3,916 TOTAL CONNECTED LOADS 75,246 VA TOTAL AMPS 209 A PER ENGINEERING DONG ENGINEERING, INC. 12682 HOOVER ST., D: GARDEN GROVE, CA 92841 TEL- 714-617-5979 INFO@DONGENGINEERING.COM RESTRICTIVE NOTICE SPECIFICATIONS ARE THE EXCLUSIVE PROPERTY OF DONG ENGINEERING. THESE DRAWINGS CANNOT BE COPIED, TRANSFERRED, OR REPRODUCED NOR CAN ANY OTHER STRUCTURES BE BUILT FROM THEM WITHOUT WRITTEN CONSENT. REVISIONS DATE REVISIONS PROJECT OWNER PROJECT ADDRESS Z Ll.l 1M CV W ~ � Q Q p CU co ��rQ Q Z T Z Z I- ZD N Z N cc M C) N NOTE BREAKERS FOR THE PANEL 'HOA-1' AND 'HOA-2' SHOULD BE DUAL FUNCTION BREAKERS STAMP i \ t• , h + � `ft`n DATE SIGNED: 12/27/24 SHEET DESCRIPTION PANEL SCHEDULES HOUSE PANEL 1,2 (HOA -1, HOA-2) COMMUNITY RM (HOA-IC) FITNESS ROOM (HOA - 1F) DE#: 230198 SHEET 05-E-113 PANEL SCHEDULE 'HOA-1 F PANEL SCHEDULE 'HOA-2' PANEL SCHEDULE 'HOA-1' CITY O.-CiANTA Planning a gn y Service Load Calculation Unit 2A-1 Dwelling Information First Floor 581 ft2 Total Living 581 ft2 Heater Type Gas Dryer Electric Oven Electric Cooktop Electric General Load General Lighting (Floor Area x 3VA/Ft2) 1,743 VA Small Appliance (2.20A Ckt by CEC 210.11) 3,000 VA Laundry (1.20A Ckt CEC 210.11) 11500 VA Dishwasher 1,500 VA Microwave Oven 1,500 VA Cook Top 7,200 VA Garbage Disposal 1,200 VA Bathroom Fans 800 VA Refrigerator 1,500 VA Total General Load 191943 VA First 10KVA at 100% 10,000 VA Remainder at 40% (9,943 VA x 0.4) 3,977 VA Subtotal General Load 13,977 VA Air Conditioning KVA Calculation Condensing Unit 6,920VA Total AC load 6,920 VA Calculated Load for Service (13,977 VA + 6,920 VA)/(208x1.7321) = 58.OA (Service rating) Provide Service Rating 150A Service Load Calculation Unit 2A-2 Dwelling Information First Floor 581 ft2 Total Living 581 ft2 Heater Type Gas Dryer Electric Oven Electric Cooktop Electric General Load General Lighting (Floor Area x 3VA/Ft2) 1,743 VA Small Appliance (2.20A Ckt by CEC 210.11) 3,000 VA Laundry (1.20A Ckt CEC 210.11) 1,500 VA Dishwasher 1,500 VA Microwave Oven 1,500 VA Cook Top 7,200 VA Garbage Disposal 1,200 VA Bathroom Fans 800 VA Refrigerator 1,500 VA Total General Load 19,943 VA First 10KVA at 100% 10,000 VA Remainder at 40% (9,943 VA x 0.4) 3,977 VA Subtotal General Load 13,977 VA Air Conditioning KVA Calculation Condensing Unit 6,920VA Total AC load 6,920 VA Calculated Load for Service (13,977 VA + 6,920 VA)/(208x1.7321) = 58.OA (Service rating) Provide Service Rating 150A Ap FOR PER Master I D : Date: o w ENOINEERNNG DONG ENGINEERING, INC. 12682 HOOVER ST., GARDEN GROVE, CA 92841 TEL- 714-617-5979 INFO@DONGENGINEERING.COM RESTRICTIVE NOTICE SPECIFICATIONS ARE THE EXCLUSIVE PROPERTY OF DOING ENGINEERING. THESE DRAWINGS CANNOT BE COPIED, TRANSFERRED, OR REPRODUCED NOR CAN ANY OTHER STRUCTURES BE BUILT FROM THEM WITHOUT WRITTEN CONSENT. REVISIONS NO: DATE REVISIONS PROJECT OWNER PROJECT ADDRESS 0CD M LOAD CALCULATION FOR UNIT 2A-1 (2ND LEVEL) LOAD CALCULATION FOR UNIT 2A-2 (2ND LEVEL) Lu m CN Q Service Load Calculation Unit 2A-3 Dwelling Information First Floor 581 ft2 Total Living 581 ft2 Heater Type Gas Dryer Electric Oven Electric Cooktop Electric General Load General Lighting (Floor Area x 3VA/Ft2) 1,743 VA Small Appliance (2.20A Ckt by CEC 210.11) 3,000 VA Laundry (1.20A Ckt CEC 210.11) 1,500 VA Dishwasher 1,500 VA Microwave Oven 1,500 VA Cook Top 7,200 VA Garbage Disposal 1,200 VA Bathroom Fans 800 VA Refrigerator 1,500 VA Total General Load 19,943 VA First 10KVA at 100% 10,000 VA Remainder at 40% (9,943 VA x 0.4) 3,977 VA Subtotal General Load 13,977 VA Air Conditioning KVA Calculation Condensing Unit 6,920VA Total AC load 6,920 VA Calculated Load for Service (13,977 VA + 6,920 VA)/(208x1.7321) = 58.OA (Service rating) Provide Service Rating 150A Service Load Calculation Unit 2A-4 Dwelling Information First Floor 581 ft2 Total Living 581 ft2 Heater Type Gas Dryer Electric Oven Electric Cooktop Electric General Load General Lighting (Floor Area x 3VA/Ft2) 1,743 VA Small Appliance (2.20A Ckt by CEC 210.11) 3,000 VA Laundry (1.20A Ckt CEC 210.11) 1,500 VA Dishwasher 1,500 VA Microwave Oven 1,500 VA Cook Top 7,200 VA Garbage Disposal 1,200 VA Bathroom Fans 800 VA Refrigerator 1,500 VA Total General Load 19,943 VA First 10KVA at 100% 10,000 VA Remainder at 40% (9,943 VA x 0.4) 3,977 VA Subtotal General Load 13,977 VA Air Conditioning KVA Calculation Condensing Unit 6,920VA Total AC load 6,920 VA Calculated Load for Service (13,977 VA + 6,920 VA)/(208x1.7321) = 58.OA (Service rating) Provide Service Rating 150A Q p U Q Q Cif Q Z Z � N Z N CM U) STAMP FNIL cup VN'rt."4 DA rr w:r: 0*4y*1200, DATE SIGNED: 6/11/24 SHEET DESCRIPTION LOAD CALCULATIONS DE#: 230198 SHEET 05-E-114 LOAD CALCULATION FOR UNIT 2A-3 (2ND LEVEL) LOAD CALCULATION FOR UNIT 2A-4 (2ND LEVEL) CITY O.-CiANTA Planning a gn y Service Load Calculation Unit 2A-5 Dwelling Information First Floor 581 ft2 Total Living 581 ft2 Heater Type Gas Dryer Electric Oven Electric Cooktop Electric General Load General Lighting (Floor Area x 3VA/Ft2) 1,743 VA Small Appliance (2.20A Ckt by CEC 210.11) 3,000 VA Laundry (1.20A Ckt CEC 210.11) 11500 VA Dishwasher 1,500 VA Microwave Oven 1,500 VA Cook Top 7,200 VA Garbage Disposal 1,200 VA Bathroom Fans 800 VA Refrigerator 1,500 VA Total General Load 191943 VA First 10KVA at 100% 10,000 VA Remainder at 40% (9,943 VA x 0.4) 3,977 VA Subtotal General Load 13,977 VA Air Conditioning KVA Calculation Condensing Unit 6,920VA Total AC load 6,920 VA Calculated Load for Service (13,977 VA + 6,920 VA)/(208x1.7321) = 58.OA (Service rating) Provide Service Rating 150A Service Load Calculation Unit 2A-6 Dwelling Information First Floor 581 ft2 Total Living 581 ft2 Heater Type Gas Dryer Electric Oven Electric Cooktop Electric General Load General Lighting (Floor Area x 3VA/Ft2) 1,743 VA Small Appliance (2.20A Ckt by CEC 210.11) 3,000 VA Laundry (1.20A Ckt CEC 210.11) 1,500 VA Dishwasher 1,500 VA Microwave Oven 1,500 VA Cook Top 7,200 VA Garbage Disposal 1,200 VA Bathroom Fans 800 VA Refrigerator 1,500 VA Total General Load 19,943 VA First 10KVA at 100% 10,000 VA Remainder at 40% (9,943 VA x 0.4) 3,977 VA Subtotal General Load 13,977 VA Air Conditioning KVA Calculation Condensing Unit 6,920VA Total AC load 6,920 VA Calculated Load for Service (13,977 VA + 6,920 VA)/(208x1.7321) = 58.OA (Service rating) Provide Service Rating 150A Ap FOR PER Master I D : Date: o w ENOINEERNNG DONG ENGINEERING, INC. 12682 HOOVER ST., GARDEN GROVE, CA 92841 TEL- 714-617-5979 INFO@DONGENGINEERING.COM RESTRICTIVE NOTICE SPECIFICATIONS ARE THE EXCLUSIVE PROPERTY OF DOING ENGINEERING. THESE DRAWINGS CANNOT BE COPIED, TRANSFERRED, OR REPRODUCED NOR CAN ANY OTHER STRUCTURES BE BUILT FROM THEM WITHOUT WRITTEN CONSENT. REVISIONS NO: DATE REVISIONS PROJECT OWNER PROJECT ADDRESS Z O LOAD CALCULATION FOR UNIT 2A-5(2ND LEVEL LOAD CALCULATION FOR UNIT 2A-6(2ND LEVEL w J N) ) m M lcl:�Q 00 � m Q z v) = Q z z � -D N Z N co C/) STAMP 1S 1p� r.NR av-"w* DA rr w:r: w.'v-1200, DATE SIGNED: 6/11/24 SHEET DESCRIPTION LOAD CALCULATIONS DE#: 230198 SHEET 05-E-115 CITY O.-CiANTA Planning a gn y Service Load Calculation Unit 3A-1 Dwelling Information First Floor 581 ft2 Total Living 581 ft2 Heater Type Gas Dryer Electric Oven Electric Cooktop Electric General Load General Lighting (Floor Area x 3VA/Ft2) 1,743 VA Small Appliance (2.20A Ckt by CEC 210.11) 3,000 VA Laundry (1.20A Ckt CEC 210.11) 11500 VA Dishwasher 1,500 VA Microwave Oven 1,500 VA Cook Top 7,200 VA Garbage Disposal 1,200 VA Bathroom Fans 800 VA Refrigerator 1,500 VA Total General Load 191943 VA First 10KVA at 100% 10,000 VA Remainder at 40% (9,943 VA x 0.4) 3,977 VA Subtotal General Load 13,977 VA Air Conditioning KVA Calculation Condensing Unit 6,920VA Total AC load 6,920 VA Calculated Load for Service (13,977 VA + 6,920 VA)/(208x1.7321) = 58.OA (Service rating) Provide Service Rating 150A Service Load Calculation Unit 3A-2 Dwelling Information First Floor 581 ft2 Total Living 581 ft2 Heater Type Gas Dryer Electric Oven Electric Cooktop Electric General Load General Lighting (Floor Area x 3VA/Ft2) 1,743 VA Small Appliance (2.20A Ckt by CEC 210.11) 3,000 VA Laundry (1.20A Ckt CEC 210.11) 1,500 VA Dishwasher 1,500 VA Microwave Oven 1,500 VA Cook Top 7,200 VA Garbage Disposal 1,200 VA Bathroom Fans 800 VA Refrigerator 1,500 VA Total General Load 19,943 VA First 10KVA at 100% 10,000 VA Remainder at 40% (9,943 VA x 0.4) 3,977 VA Subtotal General Load 13,977 VA Air Conditioning KVA Calculation Condensing Unit 6,920VA Total AC load 6,920 VA Calculated Load for Service (13,977 VA + 6,920 VA)/(208x1.7321) = 58.OA (Service rating) Provide Service Rating 150A Ap FOR PER Master I D : Date: o w ENOINEERNNG DONG ENGINEERING, INC. 12682 HOOVER ST., GARDEN GROVE, CA 92841 TEL- 714-617-5979 INFO@DONGENGINEERING.COM RESTRICTIVE NOTICE SPECIFICATIONS ARE THE EXCLUSIVE PROPERTY OF DOING ENGINEERING. THESE DRAWINGS CANNOT BE COPIED, TRANSFERRED, OR REPRODUCED NOR CAN ANY OTHER STRUCTURES BE BUILT FROM THEM WITHOUT WRITTEN CONSENT. REVISIONS NO: DATE REVISIONS PROJECT OWNER PROJECT ADDRESS 0CD M LOAD CALCULATION FOR UNIT 3A-1 (3RD LEVEL) LOAD CALCULATION FOR UNIT 3A-2 (3RD LEVEL) Lu m CN Q Service Load Calculation Unit 3A-3 Dwelling Information First Floor 581 ft2 Total Living 581 ft2 Heater Type Gas Dryer Electric Oven Electric Cooktop Electric General Load General Lighting (Floor Area x 3VA/Ft2) 1,743 VA Small Appliance (2.20A Ckt by CEC 210.11) 3,000 VA Laundry (1.20A Ckt CEC 210.11) 1,500 VA Dishwasher 1,500 VA Microwave Oven 1,500 VA Cook Top 7,200 VA Garbage Disposal 1,200 VA Bathroom Fans 800 VA Refrigerator 1,500 VA Total General Load 19,943 VA First 10KVA at 100% 10,000 VA Remainder at 40% (9,943 VA x 0.4) 3,977 VA Subtotal General Load 13,977 VA Air Conditioning KVA Calculation Condensing Unit 6,920VA Total AC load 6,920 VA Calculated Load for Service (13,977 VA + 6,920 VA)/(208x1.7321) = 58.OA (Service rating) Provide Service Rating 150A Service Load Calculation Unit 3A-4 Dwelling Information First Floor 581 ft2 Total Living 581 ft2 Heater Type Gas Dryer Electric Oven Electric Cooktop Electric General Load General Lighting (Floor Area x 3VA/Ft2) 1,743 VA Small Appliance (2.20A Ckt by CEC 210.11) 3,000 VA Laundry (1.20A Ckt CEC 210.11) 1,500 VA Dishwasher 1,500 VA Microwave Oven 1,500 VA Cook Top 7,200 VA Garbage Disposal 1,200 VA Bathroom Fans 800 VA Refrigerator 1,500 VA Total General Load 19,943 VA First 10KVA at 100% 10,000 VA Remainder at 40% (9,943 VA x 0.4) 3,977 VA Subtotal General Load 13,977 VA Air Conditioning KVA Calculation Condensing Unit 6,920VA Total AC load 6,920 VA Calculated Load for Service (13,977 VA + 6,920 VA)/(208x1.7321) = 58.OA (Service rating) Provide Service Rating 150A Q p U Q Q Cif Q Z Z � N Z N CM U) STAMP FNIL cup VN'rt."4 DA rr w:r: 0*4y*1200, DATE SIGNED: 6/11/24 SHEET DESCRIPTION LOAD CALCULATIONS DE#: 230198 SHEET 05-E-116 LOAD CALCULATION FOR UNIT 3A-3 (3RD LEVEL) LOAD CALCULATION FOR UNIT 3A-4 (3RD LEVEL) CITY O.-CiANTA Planning a gn y Service Load Calculation Unit 3A-5 Dwelling Information First Floor 581 ft2 Total Living 581 ft2 Heater Type Gas Dryer Electric Oven Electric Cooktop Electric General Load General Lighting (Floor Area x 3VA/Ft2) 1,743 VA Small Appliance (2.20A Ckt by CEC 210.11) 3,000 VA Laundry (1.20A Ckt CEC 210.11) 11500 VA Dishwasher 1,500 VA Microwave Oven 1,500 VA Cook Top 7,200 VA Garbage Disposal 1,200 VA Bathroom Fans 800 VA Refrigerator 1,500 VA Total General Load 191943 VA First 10KVA at 100% 10,000 VA Remainder at 40% (9,943 VA x 0.4) 3,977 VA Subtotal General Load 13,977 VA Air Conditioning KVA Calculation Condensing Unit 6,920VA Total AC load 6,920 VA Calculated Load for Service (13,977 VA + 6,920 VA)/(208x1.7321) = 58.OA (Service rating) Provide Service Rating 150A Service Load Calculation Unit 3A-6 Dwelling Information First Floor 581 ft2 Total Living 581 ft2 Heater Type Gas Dryer Electric Oven Electric Cooktop Electric General Load General Lighting (Floor Area x 3VA/Ft2) 1,743 VA Small Appliance (2.20A Ckt by CEC 210.11) 3,000 VA Laundry (1.20A Ckt CEC 210.11) 1,500 VA Dishwasher 1,500 VA Microwave Oven 1,500 VA Cook Top 7,200 VA Garbage Disposal 1,200 VA Bathroom Fans 800 VA Refrigerator 1,500 VA Total General Load 19,943 VA First 10KVA at 100% 10,000 VA Remainder at 40% (9,943 VA x 0.4) 3,977 VA Subtotal General Load 13,977 VA Air Conditioning KVA Calculation Condensing Unit 6,920VA Total AC load 6,920 VA Calculated Load for Service (13,977 VA + 6,920 VA)/(208x1.7321) = 58.OA (Service rating) Provide Service Rating 150A Ap FOR PER Master I D : Date: o w ENOINEERNNG DONG ENGINEERING, INC. 12682 HOOVER ST., GARDEN GROVE, CA 92841 TEL- 714-617-5979 INFO@DONGENGINEERING.COM RESTRICTIVE NOTICE SPECIFICATIONS ARE THE EXCLUSIVE PROPERTY OF DOING ENGINEERING. THESE DRAWINGS CANNOT BE COPIED, TRANSFERRED, OR REPRODUCED NOR CAN ANY OTHER STRUCTURES BE BUILT FROM THEM WITHOUT WRITTEN CONSENT. REVISIONS NO: DATE REVISIONS PROJECT OWNER PROJECT ADDRESS 0CD M LOAD CALCULATION FOR UNIT 3A-5 (3RD LEVEL) LOAD CALCULATION FOR UNIT 3A-6 (3RD LEVEL) Lu m CN Q Service Load Calculation Unit 313-1 Dwelling Information First Floor 959 ft2 Total Living 959 ft2 Heater Type Gas Dryer Electric Oven Electric Cooktop Electric General Load General Lighting (Floor Area x 3VA/Ft2) 2,877 VA Small Appliance (2.20A Ckt by CEC 210.11) 3,000 VA Laundry (1.20A Ckt CEC 210.11) 1,500 VA Dishwasher 1,500 VA Microwave Oven 1,500 VA Cook Top 7,200 VA Garbage Disposal 1,200 VA Bathroom Fans 800 VA Refrigerator 1,S00 VA Total General Load 21,077 VA First 10KVA at 100% 10,000 VA Remainder at 40% (11,077 VA x 0.4) 4,431 VA Subtotal General Load 14,431 VA Air Conditioning KVA Calculation Condensing Unit 8,480VA Total AC load 8,480VA Calculated Load for Service (14,431 VA + 8,480 VA)/(208x1.7321) = 64.OA (Service rating) Provide Service Rating 150A Service Load Calculation Unit 313-2 Dwelling Information First Floor 996 ft2 Total Living 996 ft2 Heater Type Gas Dryer Electric Oven Electric Cooktop Electric General Load General Lighting (Floor Area x 3VA/Ft2) 2,988 VA Small Appliance (2.20A Ckt by CEC 210.11) 3,000 VA Laundry (1.20A Ckt CEC 210.11) 1,500 VA Dishwasher 1,500 VA Microwave Oven 1,500 VA Cook Top 7,200 VA Garbage Disposal 1,200 VA Bathroom Fans 800 VA Refrigerator 1,500 VA Total General Load 21,188 VA First 10KVA at 100% 10,000 VA Remainder at 40% (11,188 VA x 0.4) 4,475 VA Subtotal General Load 14,475 VA Air Conditioning KVA Calculation Condensing Unit 8,480VA Total AC load 8,480VA Calculated Load for Service (14,431 VA + 8,480 VA)/(208x1.7321) = 64.0A (Service rating) Provide Service Rating 150A Q p U Q Q Cif Q Z Z � N Z N CM U) STAMP FNIL cup VN'rt."4 DArrw:r: 0*4r-1200, DATE SIGNED: 6/11/24 SHEET DESCRIPTION LOAD CALCULATIONS DE#: 230198 SHEET 05-E-117 LOAD CALCULATION FOR UNIT 313-1 (3RD LEVEL) LOAD CALCULATION FOR UNIT 313-2 (3RD LEVEL) CITY O.-CiANTA Planning a gn y Service Load Calculation Unit 4A-1 Dwelling Information First Floor 581 ft2 Total Living 581 ft2 Heater Type Gas Dryer Electric Oven Electric Cooktop Electric General Load General Lighting (Floor Area x 3VA/Ft2) 1,743 VA Small Appliance (2.20A Ckt by CEC 210.11) 3,000 VA Laundry (1.20A Ckt CEC 210.11) 11500 VA Dishwasher 1,500 VA Microwave Oven 1,500 VA Cook Top 7,200 VA Garbage Disposal 1,200 VA Bathroom Fans 800 VA Refrigerator 1,500 VA Total General Load 191943 VA First 10KVA at 100% 10,000 VA Remainder at 40% (9,943 VA x 0.4) 3,977 VA Subtotal General Load 13,977 VA Air Conditioning KVA Calculation Condensing Unit 6,920VA Total AC load 6,920 VA Calculated Load for Service (13,977 VA + 6,920 VA)/(208x1.7321) = 58.OA (Service rating) Provide Service Rating 150A Service Load Calculation Unit 4A-2 Dwelling Information First Floor 581 ft2 Total Living 581 ft2 Heater Type Gas Dryer Electric Oven Electric Cooktop Electric General Load General Lighting (Floor Area x 3VA/Ft2) 1,743 VA Small Appliance (2.20A Ckt by CEC 210.11) 3,000 VA Laundry (1.20A Ckt CEC 210.11) 1,500 VA Dishwasher 1,500 VA Microwave Oven 1,500 VA Cook Top 7,200 VA Garbage Disposal 1,200 VA Bathroom Fans 800 VA Refrigerator 1,500 VA Total General Load 19,943 VA First 10KVA at 100% 10,000 VA Remainder at 40% (9,943 VA x 0.4) 3,977 VA Subtotal General Load 13,977 VA Air Conditioning KVA Calculation Condensing Unit 6,920VA Total AC load 6,920 VA Calculated Load for Service (13,977 VA + 6,920 VA)/(208x1.7321) = 58.OA (Service rating) Provide Service Rating 150A Ap FOR PER Master I D : Date: o w ENOINEERNNG DONG ENGINEERING, INC. 12682 HOOVER ST., GARDEN GROVE, CA 92841 TEL- 714-617-5979 INFO@DONGENGINEERING.COM RESTRICTIVE NOTICE SPECIFICATIONS ARE THE EXCLUSIVE PROPERTY OF DOING ENGINEERING. THESE DRAWINGS CANNOT BE COPIED, TRANSFERRED, OR REPRODUCED NOR CAN ANY OTHER STRUCTURES BE BUILT FROM THEM WITHOUT WRITTEN CONSENT. REVISIONS NO: DATE REVISIONS PROJECT OWNER PROJECT ADDRESS 0CD M LOAD CALCULATION FOR UNIT 3A-1 (4TH LEVEL) LOAD CALCULATION FOR UNIT 4A-2 (4TH LEVEL) Lu m CN Q Service Load Calculation Unit 4A-3 Dwelling Information First Floor 581 ft2 Total Living 581 ft2 Heater Type Gas Dryer Electric Oven Electric Cooktop Electric General Load General Lighting (Floor Area x 3VA/Ft2) 1,743 VA Small Appliance (2.20A Ckt by CEC 210.11) 3,000 VA Laundry (1.20A Ckt CEC 210.11) 1,500 VA Dishwasher 1,500 VA Microwave Oven 1,500 VA Cook Top 7,200 VA Garbage Disposal 1,200 VA Bathroom Fans 800 VA Refrigerator 1,500 VA Total General Load 19,943 VA First 10KVA at 100% 10,000 VA Remainder at 40% (9,943 VA x 0.4) 3,977 VA Subtotal General Load 13,977 VA Air Conditioning KVA Calculation Condensing Unit 6,920VA Total AC load 6,920 VA Calculated Load for Service (13,977 VA + 6,920 VA)/(208x1.7321) = 58.OA (Service rating) Provide Service Rating 150A Service Load Calculation Unit 4A-4 Dwelling Information First Floor 581 ft2 Total Living 581 ft2 Heater Type Gas Dryer Electric Oven Electric Cooktop Electric General Load General Lighting (Floor Area x 3VA/Ft2) 1,743 VA Small Appliance (2.20A Ckt by CEC 210.11) 3,000 VA Laundry (1.20A Ckt CEC 210.11) 1,500 VA Dishwasher 1,500 VA Microwave Oven 1,500 VA Cook Top 7,200 VA Garbage Disposal 1,200 VA Bathroom Fans 800 VA Refrigerator 1,500 VA Total General Load 19,943 VA First 10KVA at 100% 10,000 VA Remainder at 40% (9,943 VA x 0.4) 3,977 VA Subtotal General Load 13,977 VA Air Conditioning KVA Calculation Condensing Unit 6,920VA Total AC load 6,920 VA Calculated Load for Service (13,977 VA + 6,920 VA)/(208x1.7321) = 58.OA (Service rating) Provide Service Rating 150A Q p U Q Cif Q Q Z Z � N Z N CM U) STAMP FNIL cup VN'rt."4 DA rr w:r: 0*4y*1200, DATE SIGNED: 6/11/24 SHEET DESCRIPTION LOAD CALCULATIONS DE#: 230198 SHEET 05-E-118 LOAD CALCULATION FOR UNIT 4A-3 (4TH LEVEL) LOAD CALCULATION FOR UNIT 4A-4 (4TH LEVEL) CITY O.-CiANTA Planning a gn y Service Load Calculation Unit 4A-5 Dwelling Information First Floor 581 ft2 Total Living 581 ft2 Heater Type Gas Dryer Electric Oven Electric Cooktop Electric General Load General Lighting (Floor Area x 3VA/Ft2) 1,743 VA Small Appliance (2.20A Ckt by CEC 210.11) 3,000 VA Laundry (1.20A Ckt CEC 210.11) 11500 VA Dishwasher 1,500 VA Microwave Oven 1,500 VA Cook Top 7,200 VA Garbage Disposal 1,200 VA Bathroom Fans 800 VA Refrigerator 1,500 VA Total General Load 191943 VA First 10KVA at 100% 10,000 VA Remainder at 40% (9,943 VA x 0.4) 3,977 VA Subtotal General Load 13,977 VA Air Conditioning KVA Calculation Condensing Unit 6,920VA Total AC load 6,920 VA Calculated Load for Service (13,977 VA + 6,920 VA)/(208x1.7321) = 58.OA (Service rating) Provide Service Rating 150A Service Load Calculation Unit 4A-6 Dwelling Information First Floor 581 ft2 Total Living 581 ft2 Heater Type Gas Dryer Electric Oven Electric Cooktop Electric General Load General Lighting (Floor Area x 3VA/Ft2) 1,743 VA Small Appliance (2.20A Ckt by CEC 210.11) 3,000 VA Laundry (1.20A Ckt CEC 210.11) 1,500 VA Dishwasher 1,500 VA Microwave Oven 1,500 VA Cook Top 7,200 VA Garbage Disposal 1,200 VA Bathroom Fans 800 VA Refrigerator 1,500 VA Total General Load 19,943 VA First 10KVA at 100% 10,000 VA Remainder at 40% (9,943 VA x 0.4) 3,977 VA Subtotal General Load 13,977 VA Air Conditioning KVA Calculation Condensing Unit 6,920VA Total AC load 6,920 VA Calculated Load for Service (13,977 VA + 6,920 VA)/(208x1.7321) = 58.OA (Service rating) Provide Service Rating 150A Ap FOR PER Master I D : Date: o w ENOINEERNNG DONG ENGINEERING, INC. 12682 HOOVER ST., GARDEN GROVE, CA 92841 TEL- 714-617-5979 INFO@DONGENGINEERING.COM RESTRICTIVE NOTICE SPECIFICATIONS ARE THE EXCLUSIVE PROPERTY OF DOING ENGINEERING. THESE DRAWINGS CANNOT BE COPIED, TRANSFERRED, OR REPRODUCED NOR CAN ANY OTHER STRUCTURES BE BUILT FROM THEM WITHOUT WRITTEN CONSENT. REVISIONS NO: DATE REVISIONS PROJECT OWNER PROJECT ADDRESS 0CD M LOAD CALCULATION FOR UNIT 4A-5 (4TH LEVEL) LOAD CALCULATION FOR UNIT 4A-6 (4TH LEVEL) Lu m CN Q Service Load Calculation Unit 313-1 Dwelling Information First Floor 959 ft2 Total Living 959 ft2 Heater Type Gas Dryer Electric Oven Electric Cooktop Electric General Load General Lighting (Floor Area x 3VA/Ft2) 2,877 VA Small Appliance (2.20A Ckt by CEC 210.11) 3,000 VA Laundry (1.20A Ckt CEC 210.11) 1,500 VA Dishwasher 1,500 VA Microwave Oven 1,500 VA Cook Top 7,200 VA Garbage Disposal 1,200 VA Bathroom Fans 800 VA Refrigerator 1,500 VA Total General Load 21,077 VA First 10KVA at 100% 10,000 VA Remainder at 40% (11,077 VA x 0.4) 4,431 VA Subtotal General Load 14,431 VA Air Conditioning KVA Calculation Condensing Unit 8,480VA Total AC load 8,480VA Calculated Load for Service (14,431 VA + 8,480 VA)/(208x1.7321) = 64.OA (Service rating) Provide Service Rating 150A Service Load Calculation Unit 313-2 Dwelling Information First Floor 996 ft2 Total Living 996 ft2 Heater Type Gas Dryer Electric Oven Electric Cooktop Electric General Load General Lighting (Floor Area x 3VA/Ft2) 2,988 VA Small Appliance (2.20A Ckt by CEC 210.11) 3,000 VA Laundry (1.20A Ckt CEC 210.11) 1,500 VA Dishwasher 1,500 VA Microwave Oven 1,500 VA Cook Top 7,200 VA Garbage Disposal 1,200 VA Bathroom Fans 800 VA Refrigerator 1,500 VA Total General Load 21,188 VA First 10KVA at 100% 10,000 VA Remainder at 40% (11,188 VA x 0.4) 4,475 VA Subtotal General Load 14,475 VA Air Conditioning KVA Calculation Condensing Unit 8,480VA Total AC load 8,480VA Calculated Load for Service (14,431 VA + 8,480 VA)/(208x1.7321) = 64.OA (Service rating) Provide Service Rating 150A Q Cif Q Z Z � N Z N CM U) STAMP FTNR W`VN'rt * DArrw:r: 0*4r-1200s DATE SIGNED: 6/11/24 SHEET DESCRIPTION LOAD CALCULATIONS DE#: 230198 SHEET U5-E-11J LOAD CALCULATION FOR UNIT 413-1 (4TH LEVEL) LOAD CALCULATION FOR UNIT 413-2 (4TH LEVEL) M0.1 MECHANICAL NOTES,LEGENDS & ABBREVIATIONS 22 U N I T S R E S I D E N C E 32 2 N . H A R B O R B L V D SA N T A A N A , C A 9 2 7 0 3 SHEET TITLE: REVISIONS: SUBMITTAL: SHEET NUMBER: DATE SIGNED: 5/2/25 1 DESIGN,INC. PLOT DATE: 5/2/25NOT FOR CONSTRUCTION 2 Plan Check Resubmittal #2 Plan Check Resubmittal #1 3 Plan Check Resubmittal #3 L · · M0.2 MECHANICAL SCHEDULES & NOTES 22 U N I T S R E S I D E N C E 32 2 N . H A R B O R B L V D SA N T A A N A , C A 9 2 7 0 3 SHEET TITLE: REVISIONS: SUBMITTAL: SHEET NUMBER: DATE SIGNED: 5/2/25 1 DESIGN,INC. PLOT DATE: 5/2/25NOT FOR CONSTRUCTION 2 Plan Check Resubmittal #2 Plan Check Resubmittal #1 3 Plan Check Resubmittal #3 3 'E'TL M0.3 MECHANICAL DETAILS 22 U N I T S R E S I D E N C E 32 2 N . H A R B O R B L V D SA N T A A N A , C A 9 2 7 0 3 SHEET TITLE: REVISIONS: SUBMITTAL: SHEET NUMBER: DATE SIGNED: 5/2/25 1 DESIGN,INC. PLOT DATE: 5/2/25NOT FOR CONSTRUCTION 2 Plan Check Resubmittal #2 Plan Check Resubmittal #1 3 Plan Check Resubmittal #3 EXT 10" ELEV SMOKE CURTAIN ABV. 12 " C O N C R E T E W A L L HC S S HC EV S EV C EV SC C S S S S S S S S C HC C C C ACCESSIBLE VAN 2 14 3 5 6 7 8 11 10 9 12 13 22 21 20 19 18 17 16 15 14 STAIR 1 STAIR 2 ELEV.ELEV. MECH. BOILER ROOM LOBBY WASTE ROOM 5' - 2 1 / 2 " M1.1 MECHANICAL 1ST FLOOR PLAN 22 U N I T S R E S I D E N C E 32 2 N . H A R B O R B L V D SA N T A A N A , C A 9 2 7 0 3 SHEET TITLE: REVISIONS: SUBMITTAL: SHEET NUMBER: DATE SIGNED: 5/2/25 1 DESIGN,INC. PLOT DATE: 5/2/25NOT FOR CONSTRUCTION 2 Plan Check Resubmittal #2 Plan Check Resubmittal #1 3 Plan Check Resubmittal #3 OUTSIDE AIR INTAKE THROUGH BALCONY M1.2 MECHANICAL 2ND FLOOR PLAN 22 U N I T S R E S I D E N C E 32 2 N . H A R B O R B L V D SA N T A A N A , C A 9 2 7 0 3 SHEET TITLE: REVISIONS: SUBMITTAL: SHEET NUMBER: DATE SIGNED: 5/2/25 1 DESIGN,INC. PLOT DATE: 5/2/25NOT FOR CONSTRUCTION 2 Plan Check Resubmittal #2 Plan Check Resubmittal #1 3 Plan Check Resubmittal #3 OUTSIDE AIR INTAKE THROUGH BALCONY M1.3 MECHANICAL 3RD FLOOR PLAN 22 U N I T S R E S I D E N C E 32 2 N . H A R B O R B L V D SA N T A A N A , C A 9 2 7 0 3 SHEET TITLE: REVISIONS: SUBMITTAL: SHEET NUMBER: DATE SIGNED: 5/2/25 1 DESIGN,INC. PLOT DATE: 5/2/25NOT FOR CONSTRUCTION 2 Plan Check Resubmittal #2 Plan Check Resubmittal #1 3 Plan Check Resubmittal #3 4' - 6 " 2'-6" M1.4 MECHANICAL ROOF PLAN 22 U N I T S R E S I D E N C E 32 2 N . H A R B O R B L V D SA N T A A N A , C A 9 2 7 0 3 SHEET TITLE: REVISIONS: SUBMITTAL: SHEET NUMBER: DATE SIGNED: 5/2/25 1 DESIGN,INC. PLOT DATE: 5/2/25NOT FOR CONSTRUCTION 2 Plan Check Resubmittal #2 Plan Check Resubmittal #1 3 Plan Check Resubmittal #3 3' - 6 " 3' - 2 " 4'-9 1/2"5'-4 1/2" 3' - 0 " 3'-0"3'-0" 4'-10" 4'-7"6'-3 1/2" M2.1 MECHANICAL ENGLARGED FLOOR PLANS 22 U N I T S R E S I D E N C E 32 2 N . H A R B O R B L V D SA N T A A N A , C A 9 2 7 0 3 SHEET TITLE: REVISIONS: SUBMITTAL: SHEET NUMBER: DATE SIGNED: 5/2/25 1 DESIGN,INC. PLOT DATE: 5/2/25NOT FOR CONSTRUCTION 2 Plan Check Resubmittal #2 Plan Check Resubmittal #1 3 Plan Check Resubmittal #3 3 3 M2.2 MECHANICAL ENGLARGED FLOOR PLANS 22 U N I T S R E S I D E N C E 32 2 N . H A R B O R B L V D SA N T A A N A , C A 9 2 7 0 3 SHEET TITLE: REVISIONS: SUBMITTAL: SHEET NUMBER: DATE SIGNED: 5/2/25 1 DESIGN,INC. PLOT DATE: 5/2/25NOT FOR CONSTRUCTION 2 Plan Check Resubmittal #2 Plan Check Resubmittal #1 3 Plan Check Resubmittal #3 P0.1 PLUMBING NOTES,LEGENDS & ABBREVIATIONS 22 U N I T S R E S I D E N C E 32 2 N . H A R B O R B L V D SA N T A A N A , C A 9 2 7 0 3 SHEET TITLE: REVISIONS: SUBMITTAL: SHEET NUMBER: DATE SIGNED: 3/31/25 1 DESIGN,INC. PLOT DATE: 3/31/25NOT FOR CONSTRUCTION 2 Plan Check Resubmittal Plan Check Resubmittal 2 P0.2 PLUMBING CALCULATIONS 22 U N I T S R E S I D E N C E 32 2 N . H A R B O R B L V D SA N T A A N A , C A 9 2 7 0 3 SHEET TITLE: REVISIONS: SUBMITTAL: SHEET NUMBER: DATE SIGNED: 3/31/25 1 DESIGN,INC. PLOT DATE: 3/31/25NOT FOR CONSTRUCTION 2 Plan Check Resubmittal Plan Check Resubmittal 2 2 P0.3 PLUMBING DIAGRAMS 22 U N I T S R E S I D E N C E 32 2 N . H A R B O R B L V D SA N T A A N A , C A 9 2 7 0 3 SHEET TITLE: REVISIONS: SUBMITTAL: SHEET NUMBER: DATE SIGNED: 3/31/25 1 DESIGN,INC. PLOT DATE: 3/31/25NOT FOR CONSTRUCTION 2 Plan Check Resubmittal Plan Check Resubmittal 2 P0.4 PLUMBING DIAGRAMS 22 U N I T S R E S I D E N C E 32 2 N . H A R B O R B L V D SA N T A A N A , C A 9 2 7 0 3 SHEET TITLE: REVISIONS: SUBMITTAL: SHEET NUMBER: DATE SIGNED: 3/31/25 1 DESIGN,INC. PLOT DATE: 3/31/25NOT FOR CONSTRUCTION 2 Plan Check Resubmittal Plan Check Resubmittal P0.5 PLUMBING DETAILS 22 U N I T S R E S I D E N C E 32 2 N . H A R B O R B L V D SA N T A A N A , C A 9 2 7 0 3 SHEET TITLE: REVISIONS: SUBMITTAL: SHEET NUMBER: DATE SIGNED: 3/31/25 1 DESIGN,INC. PLOT DATE: 3/31/25NOT FOR CONSTRUCTION 2 Plan Check Resubmittal Plan Check Resubmittal P0.6 PLUMBING T24 FORMS 22 U N I T S R E S I D E N C E 32 2 N . H A R B O R B L V D SA N T A A N A , C A 9 2 7 0 3 SHEET TITLE: REVISIONS: SUBMITTAL: SHEET NUMBER: DATE SIGNED: 1/8/25 1 - DESIGN,INC. PLOT DATE: 1/8/25NOT FOR CONSTRUCTION 1 1 P0.7 PLUMBING SPECIFICATIONS 22 U N I T S R E S I D E N C E 32 2 N . H A R B O R B L V D SA N T A A N A , C A 9 2 7 0 3 SHEET TITLE: REVISIONS: SUBMITTAL: SHEET NUMBER: DATE SIGNED: 1/8/25 1 - DESIGN,INC. PLOT DATE: 1/8/25NOT FOR CONSTRUCTION 1 1 EXT 10" ELEV SMOKE CURTAIN ABV. 12 " C O N C R E T E W A L L HC S S HC EV S EV C EV SC C S S S S S S S S C HC C C C ACCESSIBLE VAN 2 14 3 5 6 7 8 11 10 9 12 13 22 21 20 19 18 17 16 15 14 STAIR 1 STAIR 2 ELEV.ELEV. MECH. BOILER ROOM LOBBY WASTE ROOM 22 U N I T S R E S I D E N C E 32 2 N . H A R B O R B L V D SA N T A A N A , C A 9 2 7 0 3 SHEET TITLE: REVISIONS: SUBMITTAL: SHEET NUMBER: DATE SIGNED: 3/31/25 1 DESIGN,INC. PLOT DATE: 3/31/25NOT FOR CONSTRUCTION 2 Plan Check Resubmittal Plan Check Resubmittal P1.1 PLUMBING 1ST LEVEL FLOOR PLAN 22 U N I T S R E S I D E N C E 32 2 N . H A R B O R B L V D SA N T A A N A , C A 9 2 7 0 3 SHEET TITLE: REVISIONS: SUBMITTAL: SHEET NUMBER: DATE SIGNED: 3/31/25 1 DESIGN,INC. PLOT DATE: 3/31/25NOT FOR CONSTRUCTION 2 Plan Check Resubmittal Plan Check Resubmittal P1.2 PLUMBING 2ND LEVEL FLOOR PLAN 22 U N I T S R E S I D E N C E 32 2 N . H A R B O R B L V D SA N T A A N A , C A 9 2 7 0 3 SHEET TITLE: REVISIONS: SUBMITTAL: SHEET NUMBER: DATE SIGNED: 3/31/25 1 DESIGN,INC. PLOT DATE: 3/31/25NOT FOR CONSTRUCTION 2 Plan Check Resubmittal Plan Check Resubmittal P1.3 PLUMBING 3RD LEVEL FLOOR PLAN 4' - 6 " 2'-6" 22 U N I T S R E S I D E N C E 32 2 N . H A R B O R B L V D SA N T A A N A , C A 9 2 7 0 3 SHEET TITLE: REVISIONS: SUBMITTAL: SHEET NUMBER: DATE SIGNED: 3/31/25 1 DESIGN,INC. PLOT DATE: 3/31/25NOT FOR CONSTRUCTION 2 Plan Check Resubmittal Plan Check Resubmittal P1.4 PLUMBING ROOF PLAN 12 " C O N C R E T E W A L L MECH. BOILER ROOM STAIR 1 2 22 U N I T S R E S I D E N C E 32 2 N . H A R B O R B L V D SA N T A A N A , C A 9 2 7 0 3 SHEET TITLE: REVISIONS: SUBMITTAL: SHEET NUMBER: DATE SIGNED: 3/31/25 1 DESIGN,INC. PLOT DATE: 3/31/25NOT FOR CONSTRUCTION 2 Plan Check Resubmittal Plan Check Resubmittal P2.1 PLUMBING ENLARGED FLOOR PLAN 22 U N I T S R E S I D E N C E 32 2 N . H A R B O R B L V D SA N T A A N A , C A 9 2 7 0 3 SHEET TITLE: REVISIONS: SUBMITTAL: SHEET NUMBER: DATE SIGNED: 3/31/25 1 DESIGN,INC. PLOT DATE: 3/31/25NOT FOR CONSTRUCTION 2 Plan Check Resubmittal Plan Check Resubmittal P2.2 PLUMBING ENLARGED FLOOR PLAN GROUND LEVEL / PARKING H A R B O R B L V D . LWM BF MV FS C 28.51 1" 22.7 1" 2.183 1" 7.924 1" 25 1" 11.96 1" 11.37 1" 3.68 1" 112" SB RS SYMBOL MANUFACTURER/MODEL/DESCRIPTION H RS18 18. RS .25 GPM .5 GPM 1/2. 1/2. SYMBOL MANUFACTURER/MODEL/DESCRIPTION H IC1125 D C . 1. IC G 1. HY1 . P R 25. F R 2 GPM 2 GPM. 15 . H IC1125LF D C . 1. IC G 1. HY1 . P R 25 . F R .5 GPM 15 GPM. 15 . H AFT A 1/2. MPT . R . R B AR5 1/2. A R 6. SEB 7B . U . T . A R D R B FSC912 FSC SS OS L D HD 4.3 C . .9 GPH 12" O.C. D 12" . S F . SYMBOL MANUFACTURER/MODEL/DESCRIPTION H PG11G 1. P E R C R/L C U. F NPT I/O. G C F C. R B 33DLRC 3/4. B C CR S S S L T R C D T L 2P B. LASCO F TUBSC 1. 11/2. 2. 3. P F B T U B . S O/I E H. I . H ICG 1. 11/2. 2. 3. P E M G C NPT T I/O C/M U. F 825YA R P B P H PHC24 F 24S 12 AC O . H RCLI R S 1 . 2228 AC/DC 1 A . M . H HFS15 F S ACC 11/2. S 4 S B 24 AC 2 . S B SBBC4CR H . 4.L 39.H 25.5.. M 1" D 1" L M C E . I L L PC C 2 SDR 21 I L L PC C 2 I M PC C 315 SDR 13.5 I M PC S 4 P S PC C 2 T . P . E 18 . P S PC S 4 0.25 0.50 F A X X X X X X X #" # Valve Number Valve Size Valve Flow Valve Callout # IRRIGATION SCHEDULE LWM BF MV FS 0 feet16 1/8" = 1' - 0" 8 24 32 7/31/25 5/3/24 Wi l s o n D a v i s A s s o c i a t e s La n d s c a p e A r c h i t e c t u r e 28 2 5 L i t c h f i e l d D r . Ri v e r s i d e , C A 9 2 5 0 3 Ph : ( 9 5 1 ) 3 5 3 - 2 4 3 6 215 PR O E C T 32 2 N . H A R B O R B L D . S A C A 9 2 7 3 R E S I D E N T I A L PB B R O S . C O R P O R A T I O N AD D R E S S 18 6 8 5 M A I N S T R E E T S U I T E 1 1 3 8 5 H U N T I N G T O N B E A C H C A 9 2 6 4 8 L1. GR O U N D L E V E L I R R I G A T I O N P L A N POINT OF CONNECTION: CONNECT TO 11/4" DEDICATED LANDSCAPE ATER METER PROIDED AND INSTALL BY OTHERS. THE CONTRACTOR SHALL RUN A 11/ 2" PC MAIN LINE PIPE TO THE BACFLO PREENTER MASTER ALE AND FLO SENSOR AND THEN TO THE IRRIGATION REMOTE CONTROL ALE MANIFOLDS. FINAL LOCATION OF THE MANIFOLDS SHALL BE APPROED BY THE ONERS AUTHORIED REPRESENTATIE SHALL BE LOCATED IN AN ADACENT PLANTING AREA INSIDE THE PROPERTY AND SCREENED ITH PLANT MATERIAL. THE CONTRACTOR SHALL ERIFY THE STATIC PRESSURE IN THE FIELD BEFORE COMMENCEMENT OF THE PROECT. IF THE PRESSURE ARIES 2 FROM THE STATED OPERATING PRESSURE IMMEDIATELY CONTACT THE LANDSCAPE ARCHITECT FOR ADDITIONAL DIRECTIE. SEE SHEET L1.1 STATIC PRESSURE/CRITICAL ANALYSIS PRESSURE LOSS CALCULATIONS. IRRIGATION MAINLINE LOCATIONS: LOCATE ALL IRRIGATION EUIPMENT INSIDE PROPERTY LINE IN ADACENT PLANTING AREAS. SHON OUTSIDE OF PROPERTY FOR DIAGRAMMATIC PURPOSES ONLY. FINAL LOCATIONS OF ALES / MANIFOLDS SHALL BE COORDINATED ITH ONERS AUTHORIED REPRESENTATIE. IRRIGATION CONTROLLER: IRRIGATION CONTROLLER IN ALL MOUNTED LOCING PLASTIC CABINET. FINAL LOCATION TO BE DETERMINED BY ONERS AUTHORIED REPRESENTATIE. 12 OLT POER REUIRED. DATE M 3 224 T D RLA 3353 DESIGN CONFIRMATION NOTE WELL BUBBLERS AT STREET TREES: INSTALL TREE BUBBLERS AT TREES ON SEPARATE ALE. ADDITIONAL SLEEVING: INSTALL ADDITIONAL SLEEING FOR IRING LATERALS AND IRRIGATION MAINLINE AT EHICULAR CROSSINGS. TYP. I E L O . IRRIGATION MAINLINE LOCATIONS: LOCATE ALL IRRIGATION EUIPMENT INSIDE PROPERTY LINE IN ADACENT PLANTING AREAS. SHON IN PARING GARAGE FOR DIAGRAMMATIC PURPOSES ONLY. ALL POTTERY AT GROUND LEEL AND ROOFTOP TO RECEIE INTERNAL SELFATERING BLADDER SYSTEM. CONTRACTOR TO PROIDE CUTSHEET TO LANDSCAPE ARCHITECT FOR APPROAL PRIOR TO ORDER/INSTALLATION. AAIL. THRU TOURNESOL SITEWORKS. PH 85422282 SEE PLANTING PLANS FOR LOCATIONS AND UANTITIES. IRRIGATION AT POTTERY PLANTERS NOTE 7/31/25 05/30/24 Wi l s o n D a v i s A s s o c i a t e s La n d s c a p e A r c h i t e c t u r e 28 2 5 L i t c h f i e l d D r . Ri v e r s i d e , C A 9 2 5 0 3 Ph : ( 9 5 1 ) 3 5 3 - 2 4 3 6 21050 PR O J E C T : 32 2 N . H A R B O R B L V D . S a n t a A n a , C A 9 2 7 0 3 - R E S I D E N T I A L P& B B R O S . C O R P O R A T I O N AD D R E S S : 18 6 8 5 M A I N S T R E E T , S U I T E 1 0 1 - 3 8 5 , H U N T I N G T O N B E A C H , C A 9 2 6 4 8 L1.1 IR R I G A T I O N N O T E S & CA L C U L A T I O N S NOTE: MAINLINE AND VALVES ARE SHOWN IN HARDSCAPE FOR CLARITY ONLY. INSTALL ALL IRRIGATION EQUIPMENT IN PLANTER AREAS WHEN POSSIBLE. SLEEVE ALL PIPES AND WIRE UNDER HARDSCAPE. DRIP IRRIGATION NOTE: AIR RELIEF VALVE AND FLUSH VALVE LOCATIONS SHOWN FOR REFERENCE. INSTALL AIR RELIEF VALVE AT HIGHEST POINT IN DRIP VALVE ZONE. INSTALL FLUSH VALVE AT LOW POINT OF EACH DRIP LATERAL RUN. PRIOR TO BACKFILLING THE PARTY RESPONSIBLE FOR IRRIGATION INSTALLATION SHALL CONDUCT A PRELIMINARY FIELD INSPECTION OF THE IRRIGATION SYSTEM. NO OVERHEAD IRRIGATION WITHIN 24" OF NON-PERMEABLE SURFACES. (NO RESTRICTIONS TO METHOD IF ADJACENT TO PERMEABLE SURFACE WITH NO RUNOFF/OVERSPRAY) CERTIFICATE OF COMPLETION WATER EFFICIENT LANDSCAPE WORKSHEETS MAWA=(47.8)(0.62)(0.55 x 2,201[] 35,876 gal./yr. IRRIGATION NOTES: THE DESIGN IS DIAGRAMMATIC. ALL EQUIPMENT SHOWN IN PAVED AREAS IS FOR DESIGN CLARIFICATION ONLY AND IS TO BE INSTALLED WITHIN PLANTING AREAS AS NECESSARY. DO NOT WILLFULLY INSTALL ANY EQUIPMENT AS SHOWN ON PLANS WHEN IT IS OBVIOUS IN THE FIELD THAT UNKNOWN CONDITIONS EXIST THAT WERE NOT EVIDENT AT THE TIME THESE PLANS WERE PREPARED. ANY SUCH CONDITIONS SHALL BE BROUGHT TO THE ATTENTION OF THE OWNERS REPRESENTATIVES PRIOR TO ANY WORK OR THE IRRIGATION CONTRACTOR SHALL ASSUME ALL RESPONSIBILITY FOR ANY FIELD CHANGES DEEMED NECESSARY BY THE OWNER. INSTALL ALL EQUIPMENT AS SHOWN IN THE DETAILS AND SPECIFICATIONS. CONTRACTOR SHALL BE RESPONSIBLE TO COMPLY WITH ALL LOCAL CITY AND COUNTY REQUIREMENTS FOR BOTH EQUIPMENT AND INSTALLATION. THE ACTUAL LOCATION FOR THE INSTALLATION OF BACKFLOW PREVENTOR AND THE AUTOMATIC CONTROLLER IS TO BE DETERMINED IN THE FIELD BY THE OWNERS AUTHORIZED REPRESENTATIVE AND/OR THE LANDSCAPE ARCHITECT. BACKFLOW DEVICE SHALL BE INSTALLED IN SHRUB PLANTING AREA ONLY. 110 V. ELECTRICAL POWER SOURCE TO BE PROVIDED BY OTHERS TO THE LOCATION FOR THE AUTOMATIC CONTROLLER. IRRIGATION CONTRACTOR TO BE RESPONSIBLE FOR THE FINAL CONNECTION TO THE EQUIPMENT. ALL QUICK COUPLERS VALVES ARE TO BE INSTALLED IN SHRUB OR GROUNDCOVER AREAS WHENEVER POSSIBLE AND WITHIN 18" OF THE HARDSCAPE. ALL QUICK COUPLER VALVE LOCATED IN TURF AREAS SHALL BE INSTALLED IN A 10" DIA. GREEN PLASTIC VALVE BOX. ALL VALVE BOX COVERS ARE TO BE LABELED WITH 1" HEAT BRANDED LETTERS: "Q.C." FOR QUICK COUPLERS, "G.V." FOR GATE VALVES AND I.V.C. AND STATION NO. FOR CONTROL VALVES. THE IRRIGATION CONTRACTOR SHALL BE RESPONSIBLE FOR THE COORDINATION OF POSSIBLE ON-SITE INSPECTIONS WITH THE LANDSCAPE ARCHITECT TO BE SCHEDULED AT THE FOLLOWING STAGES OF INSTALLATION: 1. PRESSURE TEST OF IRRIGATION MAINLINE PRIOR TO BACKFILL OF TRENCHES. 2. COVERAGE TEST OF SPRINKLER SYSTEM PRIOR TO PLANT INSTALLATION. 3. FINAL WALK-THROUGH OF THE PROJECT WITH ALL PARTIES CONCERNED FOR THE VERIFICATION OF JOB COMPLETION AND EXECUTION OF WORK PER THE PLANS AND SPECIFICATIONS. THE CONTRACTOR SHALL PROVIDE TO THE OWNER, UPON THE COMPLETION OF THE JOB, A SET OF REPRODUCIBLE AS- BUILT DRAWINGS, WHICH SHALL BE VERIFIED FOR ACCURACY AT THE TIME OF THE FINAL JOB WALK-THROUGH. THE IRRIGATION SYSTEM SHALL BE FULLY GUARANTIED FOR A PERIOD OF (1) YEAR. ANY DEFECTIVE EQUIPMENT. MATERIALS OR POOR WORKMANSHIP SHALL BE REPLACED OR CORRECTED BY THE IRRIGATION CONTRACTOR AT NO ADDITIONAL COST TO THE OWNER. THE IRRIGATION CONTRACTOR SHALL BE EXPERIENCED IN THE INSTALLATION, OPERATION AND MAINTENANCE OF DRIP IRRIGATION EQUIPMENT. ANY QUESTIONS OR INADEQUACIES ON THE PART OF THE CONTRACTOR SHALL BE BROUGHT TO THE ATTENTION OF THE LANDSCAPE ARCHITECT PRIOR TO ANY INSTALLATION. INSTALL ALL EQUIPMENT AS SHOWN ON THE PLAN AND DETAILS. THE CONTRACTOR SHALL BE RESPONSIBLE TO COMPLY WITH ALL LOCAL REQUIREMENTS FOR DRIP EQUIPMENT AND INSTALLATION. ALL DRIPLINE, HEADERS AND MAINLINE PIPING SHALL BE KEPT FREE OF DIRT AND DEBRIS DURING INSTALLATION FOR SLOPE APPLICATIONS, DRIPLINE SHALL FOLLOW CONTOURS OF THE SLOPE WHEREVER POSSIBLE FOR SLOPE APPLICATIONS, CONTRACTOR SHALL INSTALL THE AIR/VACUUM RELIEF VALVE PERPENDICULAR TO THE LANDSCAPE DRIPLINE GRID AT THE HIGHEST POINT CONTRACTOR SHALL INSTALL AIR/VACUUM RELIEF VALVES AT HIGHEST POINT OF DRIPLINE ZONE CONTRACTOR SHALL INSTALL THE AIR/VACUUM RELIEF VALVE IN AN EXHAUST HEADER OR LINE THAT RUNS PERPENDICULAR TO THE LATERAL LINES CONTRACTOR SHALL INSTALL MANUAL FLUSH POINT AT THE LOW POINT IN THE EXHAUST HEADER OF A GRID LAYOUT OR AT THE MIDPOINT OF A LOOPED LAYOUT. ALL EQUIPMENT AND DISTRIBUTION PORTS ARE TO BE INSPECTED ON A REGULAR BASIS TO ENSURE PROPER OPERATION. ANY RESTRICTION IN EMITTER FLOW SHALL BE ANALYZED FOR CAUSE AND REPAIRED IMMEDIATELY. ALL FILTER SCREENS ARE TO BE INSPECTED AT 1 WEEK AFTER INSTALLATION FOR DEBRIS BUILD-UP AND DETERMINE FUTURE MAINTENANCE SCHEDULE ACCORDINGLY. LANDSCAPE DRIPLINE SHALL BE STAKED SECURELY TO THE GROUND AT THE FOLLOWING SPACING: ALL HEADERS AND DRIPLINE LATERALS SHALL BE CHECKED FOR LEAKS PRIOR TO COVERING WITH SOIL AND/OR MULCH. FOR SLOPE APPLICATIONS, CONTRACTOR SHALL INSTALL THE LANDSCAPE DRIPLINE AT NORMAL SPACING WITHIN THE TOP 2/3 OF THE SLOPE. THE LANDSCAPE DRIPLINE SHALL BE INSTALLED AT A 25% GREATER SPACING WITHIN THE BOTTOM 1/3 OF THE SLOPE. UPON COMPLETION OF DRIPLINE INSTALLATION, CONTRACTOR SHALL OPEN FLUSH VALVES ONE AT A TIME TO ENSURE THAT WATER IS CLEAR OF DIRT AND DEBRIS. SOIL TYPE CLAY/FINE EVERY 4-6' LOAM/MEDIUM EVERY 3-5' SAND/COARSE EVERY 2-3' IN ADDITION, STAKES SHALL BE INSTALLED BEFORE AND AFTER EVERY TURN NON-SLOPE SOIL AREAS SHALL BE TILLED TO AN 8" T0 12" DEPTH AND SHALL BE IRRIGATED TO FIELD CAPACITY PRIOR TO PLANTING CONTRACTOR SHALL USE EITHER BARBED INSERT FITTINGS, RAINBIRD 600, 800, 1000 SERIES LOC FITTINGS, OR UNIVERSAL LOC FITTINGS WHEN INSTALLING AND CONNECTING LANDSCAPE DRIPLINE. DRIPLINE IRRIGATION NOTES: THE IRRIGATION MAINTENANCE SCHEDULE TASKS LISTED BELOW ARE INTENDED AS MINIMUM STANDARDS AND MORE FREQUENT ATTENTION MAY BE REQUIRED DEPENDING ON THE PARTICULAR SITE CONDITIONS. FREQUENCY MAINTENANCE TASK QUARTERLY CONTROLLER CABINET - OPEN CABINET AND CLEAN OUT DEBRIS AND REPLACE BATTERY AS NECESSARY. CHECK WIRING AND REPAIR AS NEEDED AND CHECK CLOCK AND RESET IF NECESSARY. MONTHLY IRRIGATION SCHEDULE - ADJUST SCHEDULE FOR SEASONAL VARIATIONS AND OTHER CONDITIONS WHICH MAY AFFECT THE AMOUNT OF WATER NEEDED TO MAINTAIN PLANT HEALTH. ADJUST AS NECESSARY. QUARTERLY POC - VISUALLY INSPECT COMPONENTS FOR LEAKS, PRESSURE SETTINGS, SETTLEMENT OR OTHER DAMAGE AFFECTING THE OPERATION OF A COMPONENT. REPAIR AS NEEDED. QUARTERLY REMOTE CONTROL VALVES, ISOLATION VALVES AND QUICK COUPLER VALVES - VISUALLY INSPECT FOR LEAKS, SETTLEMENT, WIRE CONNECTIONS AND PRESSURE SETTINGS. REPAIR OR ADJUST AS NEEDED. QUARTERLY MAINLINE AND LATERALS - VISUALLY INSPECT FOR LEAKS OR SETTLEMENT OF TRENCHES. REPAIR AS NEEDED. WEEKLY SPRINKLERS - VISUALLY CHECK FOR ANY BROKEN, MISALIGNED OR CLOGGED HEADS, HEADS WITH INCORRECT ARC, INADEQUATE COVERAGE OR OVERSPRAY AND LOW HEAD DRAINAGE. REPAIR AS NEEDED. MONTHLY FILTERS AND STRAINERS - VISUALLY CHECK FOR LEAKS, BROKEN FITTINGS. CLEAN AND FLUSH SCREENS. IRRIGATION MAINTENANCE SCHEDULE: ·THIS SCHEDULE IS INTENDED AS A STARTING POINT ONLY. ·THE IRRIGATION CONTRACTOR SHALL ADJUST RUN TIMES FOR ACTUAL SITE CONDITIONS and MICRO-CLIMATES. ·SPLIT RUN TIMES MAY BE REQUIRED for SLOPE CONDITIONS and VARYING SOIL INFILTRATION RATES. ·APPLICATION RATE SHALL NOT EXCEED THE INFILTRATION RATE of THE SOIL. ·IRRIGATION RUN-TIMES SHALL be BETWEEN THE HOURS of 10:00 P.M. AND 5:00 A.M. IRRIGATION CONTROLLER SCHEDULE MAR.JAN FEB.APR.MAY JUN.DEC.AUG.SEP.NOV.OCT. 47.8ET DATA MONTHLYo 2.6 2.6 3.4 4.5 5.2 5.3 5.7 5.7 4.9 3.4 2.6 2.0 FEB JAN 25 min. SCHEDULING DATAPRECIP. RATE MAR 36 min. 25 min..90" / hr. APR 40 min. MAY 47 min. JUN 50 min. JUL 50 min. AUG 52 min. SEP " OCT NOV DEC " " " " " " " " " " TWICE WEEKLY MAXIMUM PLANT WATER REQ. A HYDROZONE TREE / SHRUB / GROUNDCOVER B REFERENCE PERIOD 31 DAYS C REFERENCE Eto 9.8 INCHES D LANDSCAPE CO: K 1 PLANT FACTOR: K 2 VEGE. DENSITY 3 MICROCLIMATE E LANDSCAPE ET INCHES F AVERAGE DAILY ET INCHES IRRI PERFORMANCE VALUE UNITS G PRECIP RATE 0.90 IN./HR. H DISTRIB. UNIFORMITY 0.65 DECIMAL I SCHEDULE MULTIPLIER SCHEDULING PARAMETERS J IRRIGATION INTERVAL 3.5 DAYS K WATER TO APPLY INCHES L LOWER BOUNDARY 33 MINUTES M MINUTES N SELECTED RUN TIME MINUTES O CYCLE STARTS: a TIME TO RUNOFF N/A OR b SITE CONDITION 2 CYCLES 1 SOIL CATEGORY - 2 SLOPE 0 - 3 COMPACTION 0 - 4 SPRINKLER TYPE 0 - SUMMARY WATER APPLIED INCHES INTERVAL DAYS CYCLES PER DAY MINUTES PER CYCLE 25 MINUTES THESE IRRIGATION SCHEDULES ARE FOR TWICE WEEKLY IRRIGATION PER CITY REQUIREMENTS. THE UPPER BOUNDARY IRRIGATION RUN TIME HAS BEEN SELECTED FOR THE INITIAL PLANT ESTABLISHMENT PERIOD (MINIMUM ONE YEAR). ONCE PLANTS ARE ESTABLISHED THE RUN TIMES MAY BE SHORTENED TO THE LOWER BOUNDARY. ROUTINE PLANT OBSERVATION AND MAINTENANCE ARE REQUIRED FOR OPTIMAL PLANT HEALTH. VALUE UNITS SCHEDULE SAMPLE: JULY 9.8 ETo for DRIP VALUE UNITS VALUE UNITS 50 DRIP EMITTERS AVERAGE PRECIP. RATE of 0.9"/hr.WATERING SCHEDULE NOTES: " " " " " " " " " " " JUL.SANTA ANA C.I.M.I.S. 0.45 0.45 1.00 1.00 4.41 0.142 1.50 0.50 UPPER BOUNDARY 0.50 TWICE WEEKLY 2 POST PLANT ESTABLISHMENT SCHEDULE 50 2 (MEDIUM / FINE) 47 min. 40 min. 36 min. 25 min. X 2,2010.56 1,247.53 N/A 2,201 1,247.53 2,201 34,548 37,526 1,247.53 Generated:2024-05-30 13:49 P.O.C. NUMBER: 01 Water Source Information:Dedicated 1" Landscape Water Meter provided and installed per separate consultant see Civil Engineering plans. FLOW AVAILABLE Water Meter Size:1" Flow Available 37.5 GPM PRESSURE AVAILABLE Static Pressure at POC:0 PSI Elevation Change:5.00 ft Service Line Size:3" Length of Service Line:20 ft Pressure Available:0 PSI DESIGN ANALYSIS Maximum Station Flow:28.47 GPM Flow Available at POC:37.5 GPM Residual Flow Available:9.03 GPM Critical Station:1 Design Pressure:40 PSI Friction Loss:0.54 PSI Fittings Loss:0.05 PSI Elevation Loss:0 PSI Loss through Valve:12 PSI Pressure Req. at Critical Station:52.6 PSI Loss for Fittings:0.15 PSI Loss for Main Line:1.53 PSI Loss for POC to Valve Elevation:0 PSI Loss for Backflow:11.5 PSI Loss for Master Valve:1.5 PSI Loss for Water Meter:4.81 PSI Critical Station Pressure at POC:72.0 PSI Pressure Available:0 PSI Residual Pressure Available:-72.05 PSI CRITICAL ANALYSIS PRESSURE LOSS 7/31/25 05/30/24 Wi l s o n D a v i s A s s o c i a t e s La n d s c a p e A r c h i t e c t u r e 28 2 5 L i t c h f i e l d D r . Ri v e r s i d e , C A 9 2 5 0 3 Ph : ( 9 5 1 ) 3 5 3 - 2 4 3 6 21050 PR O J E C T : 32 2 N . H A R B O R B L V D . S a n t a A n a , C A 9 2 7 0 3 - R E S I D E N T I A L P& B B R O S . C O R P O R A T I O N AD D R E S S : 18 6 8 5 M A I N S T R E E T , S U I T E 1 0 1 - 3 8 5 , H U N T I N G T O N B E A C H , C A 9 2 6 4 8 L1.2 IR R I G A T I O N D E T A I L S FILTER AS SPECIFIED. SCH. 80 RISER. ST TEE W/ 2" NIPPLE AT MAINLINE. PRESSURE REGULATOR AS SPECIFIED. PVC TRUE UNION BALL VALVE. 20"X14" JUMBO PLASTIC VALVE BOX. 2" ABOVE GRADE AT SHRUBS. RCV AS SPECIFIED. CONTROLLER WIRE WITH 30 INCH LINEAR LENGTH OF COIL, WITH PLASTIC I.D. TAG AND WATERPROOF CONNECTORS. 12 " B E L O W G R A D E . 12" WIRE CLOTH GOPHER SCREEN, WRAP UP SIDES. TWO 6X2X16 CONCRETE BLOC CAPS, ONE ON EACH SIDE OF THE BOX. 45 DOWN AS RE. TO LATERAL PIPE DEPTH. OUTLET PIPE SAME SIE AS VALVE, 24" MIN. LENGTH TO FIRST FITTING. PVC UNION W/ SHORT NIPPLES. 3" M I N . SET BOX FLUSH AT TURF. 1" DRIP VALVE/FILTER/REGULATOR1 ELECTRIC REMOTE CONTROL VALVE2 TO GRADE. SET BOX FLUSH 6" EXTENSION. 10"X15" RECTANGULAR BOX WITH ADAPTER. AS REUIRED. THREADED NIPPLE SCHEDULE 80 PVC MAIN LINE. WRAP UP SIDES. 1/2" WIRE CLOTTH GOPHER SCREEN, ONE ON EACH SIDE OF BOX. TWO 6X2X16 CONCRETE BLOC CAPS, SIE AS MAIN LINE. AS SPECIFIED, SAME ISOLATION BALL VALVE TRUE UNION BALL VALVE3 10" DIAMETER VALVE BOX. 2" SET VALVE BOX 2" ABOVE FINISHED GRADE OF SHRUB AREA. 4" THIC LAYER OF WASHED GRAVEL. THE BOX SHALL REST UPON THE ROC BED. DO NOT EXTEND GRAVEL INTO BOX. DRIP LATERAL PIPE. 12 " M I N . B E L O W G R A D E . REDUCE DRIP LATERAL PIPE TO 3 4" 45 UP INTO VALVE BOX. 12" PVC FEMALE ADAPTER. NETAFIM TL050MFV-1 AUTOMATIC FLUSH VALVE W/ 12" MALE PIPE THREAD. FINISHED GRADE. AUTOMATIC FLUSH VALVE4 ST TEE W/ 2" NIPPLE AT MAINLINE. SCH. 80 RISER. PRESSURE REGULATOR AS SPECIFIED. PVC TRUE UNION BALL VALVE. 20"X14" JUMBO PLASTIC VALVE BOX. 2" ABOVE GRADE AT SHRUBS. BASET FILTER AS SPECIFIED. RCV AS SPECIFIED. CONTROLLER WIRE WITH 30 INCH LINEAR LENGTH OF COIL, WITH PLASTIC I.D. TAG AND WATERPROOF CONNECTORS. 12 " B E L O W G R A D E . 12" WIRE CLOTH GOPHER SCREEN, WRAP UP SIDES. TWO 6X2X16 CONCRETE BLOC CAPS, ONE ON EACH SIDE OF THE BOX. 45 DOWN AS RE. TO LATERAL PIPE DEPTH. OUTLET PIPE SAME SIE AS VALVE, 24" MIN. LENGTH TO FIRST FITTING. PVC UNION W/ SHORT NIPPLES.3" M I N . SET BOX FLUSH AT TURF. 1" DRIP VALVE W/BASKET FILTER5 AIR/VACUUM RELIEF 1" 1"I-DR-DRI3-20 6 NOTE: TRENCHING AND BACFILLING SHALL BE PER STANDARD SPECIFICATION PRESSURE LINE MAIN OR NON-PRESSURE LINE DIRECT BURIAL CONTROL WIRE LOW-VOLTAGE CLEAN SAND BACFILL FINISH GRADE LATERAL MINIMUM BACFILL RELATIVE COMPACTION SHALL BE 90 WAL OR PAVEMENT SLEEVE AS SHOWN ON PLAN NOTE: 2. BUNDLE & TAPE WIRING AT 10 INTERVALS 3. TIE A LOOSE 20" LOOP IN WIRING AT CHANGE OF DIRECTION GREATER THAN 30 . DEGREES. UNTIE ALL LOOPS AFTER ALL CONNECTIONS HAVE BEEN MADE. 4. INSTALL ALL CONTROL WIRE ON THE UNDERSIDE OF THE MAINLINE PIPE. 5. SEE IRRIGATION SPECIFICATIONS FOR BACFILL AND COMPACTION REUIRMENTS. 6. PIPE DEPTH FOR PRESSURE MAINLINE SHALL BE 18" MINIMUM. 7. PIPE DEPTH FOR NON-PRESSURE LATERAL LINES SHALL BE 12" MINIMUM. 8. PIPE DEPTH FOR ALL LINES UNDER PAVEMENT SHALL BE 24" MINIMUM. 1. ALL PLASTIC PIPING TO BE SNAED IN TRENCHES PIPE TRENCHING 6" MIN. 12 " M I N . 18 " M I N . 2" M I N . 7 IS INSERTED INTO TUBE APPROVED WIRE CONNECTION. OR GREATER UANTITIES OF WIRES SHALL REUIRE A LARGER 14 OR 2 12 PRE-STRIPPED COPPER WIRES. LARGER WIRES SPLICE IT SHALL BE USED TO ELECTRICALLY CONNECT 2-3 TUBE SHALL BE SUPPLIED PREFILLED WITH GEL. DIRECT BURY A POLYPROPYLENE TUBE AND A WATERPROOF SEALING GEL. IT. IT SHALL INCLUDE A SCOTCHLO Y SPRING CONNECTOR WIRE CONNECTOR SHALL BE A 3M DBY-6 DIRECT BURY SPLICE NOTE: SCOTCHLO CONNECTOR AND WIRES INSERTED INTO TUBE UNTIL THE CONNECTOR PASSES LOC INSULATION PRIOR TO INSERTION INTO THE INSULATION PRIOR TO INSERTION INTO THE WIRES SHALL BE PRE-STRIPPED OF 1/2" OF THE SCOTCHLO ELECTRICAL SPRING CONNECTOR. LOC TABS PREVENT WIRE REMOVAL ONCE CONNECTOR IS INSERTED POLY TUBE PRE-FILLED WITH TO SEAT FIRMLY. TABS WATERPROOF GEL 6. 5. 4. CLOSE TUBE LID AFTER WIRE TUB LID TO ALLOW LID TO CLOSE WIRES PASS THROUGH GROOVES IN LOW VOLTAGE WIRES, 3 MAXIMUM 3. 2. 1. WIRE CONNECTOR8 1 3 2 4 5 6 7 8 10 9 12 11 9 12 11 10 5 6 7 8 1 432 11910 13 16 16 ABOVE GRADE BUBBLER: RAIN BIRD 1401 0.25 GPM. GLUE BUBBLER NOLE TO RISER 4-INCH BASET WEAVE CANISTER INCLUDED ROOT WATERING SYSTEM: RAIN BIRD RWS-BG02 INCLUDES 1402 0.50 GPM BUBBLER WITH RISER, GRATE, SWING ASSEMBLY, 1/2" MALE NPT INLET, AND BASET CANISTER FINISH GRADE BUBBLER: RAIN BIRD 1402 0.50 GPM 4-INCH GRATE INCLUDED RWS SAND SOC RWS-SOC 1/2-INCH PVC SCH 80 NIPPLE 1/2-INCH 90-DEGREE ELBOW 12-INCH SWING ASSEMBLY 1/2-INCH MALE NPT INLET INCLUDED PVC SCH 40 TEE OR EL CONCRETE PAVING WHERE OCCURS LATERAL PIPE 13 TREE WELL BUBBLERS W/GRATE10 FL U S H I N L A W N A R E A S . 2" I N S H R U B A R E A S . NIPPLE. 12" PVC SCHEDULE 80 12" MAX 2" M A X . 1" M I N . 6" MIN. STEEL CLAMPS. TWO STAINLESS THREE PVC SCH 80 ELLS. STEEL PIPE. 1/2" X 36" GALV NIPPLE. 3" PVC SCHEDULE 80 BRASS NIPPLE, LENGTH AS RE. CRUSHED ROC. 6" DEEP LAYER OF 3/4" SPECIFIED. UIC COUPLING VALVE AS FINISHED GRADE. WITH 2" HIGH CHARACTERS. HEAD BRAND "VC" ON LID 10" DIAMETER VALVE BOX. QUICK COUPLING VALVE IN 10" ROUND BOX11 1 1/2" 1-0" TRENCH DETAIL AT ASPHALT PAVING WIDTH VARIESSAWCUT 1 1/2" MINIMUM. EXISTING PAVMENT. OPTIMUM DENSITY. NO LESS THAN 5" THIC. FLUSH W/ SEAL COATS. REPLACEMENT PAVING: COARSE SAND, COMPACETED TO 90 SUBSEUENT BACFILL WITH 100 2" THICER THAN THE EXISTING, AND NEW ASHPHALT PAVING SHALL BE SHALL BE "IN IND", INCLUDING BEDDING HAUNCHING COMPLETING SUBSEUENT BACFILL. AND COMPACTED TO 90 PRIOR TO BE BACFILLED TO THE HAUNCHING WHEN PVC PIPE IS USED, PIPE SHALL ADJACENT PAVING 12 SLOPED CONDITION NOTE: 1.DRIPLINE LATERALS SHOULD FOLLOW THE CONTOURS OF THE SLOPE WHENEVER POSSIBLE. 2.INSTALL AIR RELIEF VALVE AT HIGHEST POINT. 3.NORMAL SPACING WITHIN THE TOP 2 3 OF SLOPE, 4.INSTALL DRIPLINE AT 25 GREATER SPACING AT THE BOTTOM 13 OF THE SLOPE. 5.WHEN ELEVATION CHANGE IS 10 FT OR MORE, ONE THE BOTTOM 13 ON A SEPARATE VALVE. PVC MAINLINE. PIPE. 3/4" PVC LATERAL TYPICAL TWIST LOC FITTING. DRIPLINE SPACING AS NOTED. AIR RELIEF VALVE AT HIGH POINT, IF INDICATED. CENTER FEED EXAMPLEEND FEED EXAMPLE FLUSH VALVE OR CAP AT LOW END, AS NOTED. TYPICAL DRIP LINE WITH EMITTER SPACING AS NOTED. TIE DOWN STAE AT ALL TEES, ELLS, AND AT 4 O.C. AT CLAY, 3 O.C. AT LOAM, OR 2 O.C. AT SAND. TYPICAL FPT ADAPTER AND COMPRESSION COUPLER. DRIP VALVE / FILTER / REGULATOR. 12" POLYETHYLENE OR PVC HEADER. TYPICAL OFFSET 2" FROM HARDSCAPE, 4" FROM PLANTED AREA. DOGBONE SHAPED CORNER SHAPED CURVED POLYGON HOURGLASS SHAPED POLYGON SHAPED "C" SHAPED ODD SHAPED TWIST LOC FITTING. PVC TEE. PVC MANIFOLD LINE. LANDSCAPE DRIPLINE TUBING. LANDSCAPE DRIPLINE TUBING. PVC MANIFOLD LINE WITH PVC TEE. WATER SOURCE: DRIP VALVE OR LATERAL FROM VALVE. FLUSH CAP: AIR RELIEF VALVE: , INSTALL AT HIGH POINT OF SYSTEM. TYPICAL DRIPLINE LAYOUT INSTALL DRIPLINE 2"-3" BELOW GRADE UNLESS OTHERWISE SPECIFIED. IF INSTALLED BELOW GRADE INSTALL AT A CONSISTENT DEPTH, A MIN. 3" BELOW GRADE. PROVIDE AIR RELIEF VALVE IF INSTALLED BELOW GRADE. 13 FLANGED REDUCER. 18"X18"X18" CONCRETE SUPPORT BLOC. FLANGED ELL. FLOW FROM EXISTING RP BACFLOW. 2"X8" NIPPLE. PVC SCH 80 AS NEEDED. BOXES WITH EXTENSIONS SPECIFIED RECTANGULAR VALVE WATER PROOF MASTER VALVE AS SPECIFIED. 2X24 PVC SCH 80 TOE PIPING. CONNECTORS.24 " M I N I M U M . FLOW METER AS SPECIFIED 2 WIRES TO CONTROLLER. 2X12 PVC SCH 80 PIPING. PVC MAIN LINE FINISHED GRADE. 2X6X16 CONCRETE WALL CAPS, TWO PER BOX, ONE EACH SIDE. 24"12"BUSHING. WITH REDUCING MASTER CONTROL VALVE AND FLOW SENSOR ASSEMBLY14 FL O W NOTE: 2" 24" FINISHED GRADE CONCRETE PAD, 6" THIC WILINS 975 REDUCED PRESSURE BACFLOW DEVICE, COVER ASSEMBLY WITH A PBR16-19-46 "POLAR BEARIER" "SMOOTH TOUCH", HIGH PROFILE, STAINLESS STEEL BACFLOW DEVICE ENCLOSURE BRASS UNION PRESSURE REGULATOR VALVE BRONE WYE STRAINER BRASS FLOW SENSOR RISER LENGTH UPSTREAM OF FLOW SENSOR SHALL BE A MINIMUM OF 10 PIPE DIAMETERS RISER LENGTH DOWNSTREAM OF FLOW SENSOR SHALL BE A MIN. OF 5 PIPE DIAMETERS BRASS MAINLINE PIPE TO MASTER CONTROL VALVE BRASS ELLS APPROVED WATERPROOF WIRE CONNECTIONS, 2 REUIRED WIRES FROM FLOW SENSOR TO CONTROLLER INSIDE A 1" SCH. 40 PVC ELECTRICAL CONDUIT AND 90 DEGREE SWEEP BRASS MAINLINE PIPE FROM WATER METER AND BALL TYPE SHUT OFF VALVE ALL PIPING BETWEEN THE WATER METER AND THE MASTER CONTROL VALVE SHALL BE BRASS THREADED PIPE AND BRASS THREADED FITTINGS SENSOR WIRES AND CONDUIT SHALL BE INSTALLED 18" BELOW FINISHED GRADE SEAL CONDUIT END AT BACFLOW DEVICE WITH AUASEAL VAPOR WRAP INSTALL A "POLAR BEARIER" INSULATING COVER OVER THE ENTIRE BACFLOW ASSEMBLY, BACKFLOW ASSEMBLY W/ENCLOSURE15 2" DIAMETER 18 G A U G E WI R E . 12"X12"X4" STEEL JUNCTION BOX. GROUP WIRE BUNDLES AND SPLICE TO 18 GA. WIRES WITH TERMINAL STRIP AS PER RIGID STEEL CONDUIT FOR RCV WIRES. RCV WIRES. 14 G A U G E W I R E TO V A L V E S . BELOW GRADE. 2" DIAMETER RIGID STEEL CONDUIT FOR USE PVC SCH. 40 SPECIFICATIONS. BATTERIES AS REUIRED. GROUND AS PER MFG. SPECIFICATIONS. 1/2" DIAMETER RIGID STEEL CONDUIT FOR 110 VAC ELECTRICAL SOURCE. INSTALL AS SET CONTROLLER 60" ABOVE FINISHED GRADE UNLESS OTHERWISE NOTED. CONTROLLER AS SPECIFIED. SECURELY BOLT CONTROLLER TO WALL. INSTALL BACUP 18 " CODES. FINISHED GRADE. LONG SWEEP ELL. PER LOCAL ELECTRICAL EXTERIOR WALL MOUNT CONTROLLER W/ENCLOSURE STRONG BOX STAINLESS STEEL WALL MOUNT ENCLOSURE OR APPROVED EUAL. 16 AIR/VACUUM RELIEF VALVE 6" ROUND VALVE BOX 1/2" PVC COUPLING TT BRIC SUPPORTS THREE 3/4" GRAVEL SUMP 1 CUBIC FOOT PVC PIPING AND FITTINGS 1/2" SCH 80 RISER LENGTH AS REUIRED AIR/VACUUM RELIEF VALVE TO PVC 1" 1"17 I-DR-DRI-10 7/31/25 05/30/24 Wi l s o n D a v i s A s s o c i a t e s La n d s c a p e A r c h i t e c t u r e 28 2 5 L i t c h f i e l d D r . Ri v e r s i d e , C A 9 2 5 0 3 Ph : ( 9 5 1 ) 3 5 3 - 2 4 3 6 21050 PR O J E C T : 32 2 N . H A R B O R B L V D . S a n t a A n a , C A 9 2 7 0 3 - R E S I D E N T I A L P& B B R O S . C O R P O R A T I O N AD D R E S S : 18 6 8 5 M A I N S T R E E T , S U I T E 1 0 1 - 3 8 5 , H U N T I N G T O N B E A C H , C A 9 2 6 4 8 L1.3 IR R I G A T I O N S P E C I F I C A T I O N S GROUND LEVEL / PARKING H A R B O R B L V D . 1 1 SYMBOL CODE BOTANICAL / COMMON NAME CONT CAL PF QTY REMARKS TREES LN Lagerstroemia indica x fauriei 'Natchez' / Natchez Crape Myrtle 24" Box L 2 Standard / High Branching TE Tristania laurina 'Elegant' / Elegant Water Gum 15 Gal.M 12 Standard / High Branching SYMBOL CODE BOTANICAL / COMMON NAME CONT PF QTY REMARKS SHRUBS AB Agave x 'Blue Glow' / Blue Glow Agave 5 Gal.VL 5 AM Aloe tongaensis 'Medusa' / Medusa Mozambique Tree Aloe 15 Gal.VL 2 AX Anigozanthos x 'Landscape Bicolour Purple' / Landscape Purple Kangaroo Paw 1 Gal.M 51 EH Equisetum hyemale / Horsetail 1 Gal.M 46 ES Euphorbia tirucalli 'Sticks on Fire' / Sticks on Fire Pencil Tree 5 Gal.VL 4 JE Juncus patens 'Elk Blue' / Spreading Rush 1 Gal.L 16 PX Phormium tenax 'PKFJTB18' / Indigo Pearl™ New Zealand Flax 5 Gal.M 8 PM Prunus caroliniana 'Monus' / Bright 'N Tight Carolina Cherry Laurel 15 Gal.M 3 SR Sedum reflexum 'Blue Spruce' / Blue Spruce-leaved Stonecrop 1 Gal.L 25 TE2 Trachelospermum jasminoides / Star Jasmine Trellis 5 Gal.M 6 Staked and Attached to Trellis System WM Westringia fruticosa 'Morning Light' / Morning Light Coast Rosemary 5 Gal.L 52 SYMBOL CODE BOTANICAL / COMMON NAME CONT PF SPACING QTY REMARKS GROUND COVERS CB Cotoneaster dammeri 'Coral Beauty' / Coral Beauty Cotoneaster 1 Gal.L 40" o.c.77 TJ Trachelospermum jasminoides / Chinese Star Jasmine 5 Gal.M 36" o.c.99 PLANT SCHEDULE SYMBOL DESCRIPTION QTY DETAIL Tournesol Siteworks WCR-482424 2 LxWxH - 48in. x 24in. x 24in. Install with Tournesol Self-Watering Bladder system. Tournesol Siteworks WCR-722424 3 LxWxH - 72in. x 24in. x 24in. Install with Tournesol Self-Watering Bladder system. Landscape Forms STRATA-BEAM Table with matching (1) 2 Backless Bench and (2) short backless chairs Cast concrete anchoring elements are bridged by wood seat slats to form an uninterrupted span. End pieces are subtly faceted, providing a pleasing play between light and shadow. 31in.x87in.x37in. Frame: Natural Grey Meldstone Tabletop: Jarrah Exterior Wood 48" x 48" x 18" Boardform Quadra Firetable Avail., Thru: Hart Concrete 2120 S. Susan Street, Santa Ana (866) 716-4278 Outdoor Lounge Furniture. To Be Selected. Appox. Dimension 30" x 8' (2) Total Poured in Place Concrete with Decorative Sawcuts as shown (Over Structural Deck). Topcast Finish with #03(Purple) Acid-Etch retarded. Color: Natural Gray. Avail. Thru: Grace Construction Products Tournesol Siteworks WR-723030 1 LxWxH - 72in. x 30in. x 30in. Install with Tournesol Self-Watering Bladder system. Tournesol Siteworks WCR-4800 2 LxWxH - 48in. x 48in. x 36in. . Install with Tournesol Self-Watering Bladder system. Tournesol Siteworks WCR-603030 2 LxWxH - 60in. x 30in. x 30in. Install with Tournesol Self-Watering Bladder system. 3" Depth Black Beach Cobble. 1-2" Diameter. Avail. Thru: Decorative Stone Solutions or Equal. 800-699-1878 1 2 3 4 5 7 8 9 10 11 REFERENCE NOTES SCHEDULE 0 feet16 1/8" = 1' - 0" 8 24 32 Trees within 5 feet of hardscape shall be installed with approved root control barrier (20 feet length total min. each tree) All ground-mounted electrical/mechanical equipment shall be effectively screened with landscape plant material. PLANTING NOTES: ALL SHRUBS AND GROUNDCOVER AREAS ARE TO BE TOP DRESSED WITH 3" THICK LAYER OF LOCALLY COMPOSTED 2" MINUS SHREDDED TREE BARK MULCH OR APPROVED EQUIVALENT. INSTALL MULCH PRIOR TO GROUND COVER PLANTING, INSTALL MULCH 4" DEEP ON ANY SLOPES AND IN PERMANENT PLANT BASINS ON SLOPES. AVAILABLE THROUGH: TRI-C ORGANICS 1-800-927-3311 THE CONTRACTOR SHALL PERFORM A THOROUGH WEED ABATEMENT PROGRAM, KILLING AND REMOVING ALL WEEDS FROM THE SITE AND SHALL BE COMPLETED PRIOR TO THE ADDITION OF ANY SOIL AMENDMENTS. THIS SHALL BE DONE FOR ALL PLANTING AREAS, SPECIFICALLY, BUT NOT LIMITED TO SLOPES & GROUNDCOVER AREAS. THE CONTRACTOR SHALL FOLLOW THE FOLLOWING STEPS: AFTER SOIL HAS BEEN SET IN PLACE & PRIOR TO ANY SOIL PREPARATION, THE CONTRACTOR SHALL FURNISH SOIL TESTS OF THE SITE FOR AGRICULTURAL FERTILITY AND TO DETERMINE PROPER SOIL AMENDMENTS. TEST ARE TO BE PERFORMED BY A MEMBER OF THE CALIFORNIA ASSOCIATION OF AGRICULTURAL LABORATORIES USING ORGANIC FERTILIZER AND SOIL CONDITIONERS DERIVED FROM COMPOSTED HIGHER PLANT FORMS WITH COPIES SENT TO THE OWNER, CITY OF LANDSCAPE ARCHITECT & LANDSCAPE ARCHITECT, PRIOR TO INSTALLATION. THE FOLLOWING IS PROVIDED FOR BID PURPOSES ONLY AND SHALL BE MODIFIED AS NECESSARY GIVEN THE RESULTS OF THE SOILS TEST. THE CONTRACTOR SHALL BE PREPARED TO PROVIDE DELIVERY SLIPS AND EMPTY FERTILIZER BAGS ON SITE FOR VERIFICATION OF MATERIAL. 3.PLANT TABLET FOR ALL TREES, SHRUBS, VINES AND GROUNDCOVERS: (22-48) TRI-C MYCO TABS FOR ALL BOX SIZED TREES 24" BOX OR LARGER (2) TRI-C MYCO TABS PER 1 GALLON STOCK (8) TRI-C MYCO TABS TABLETS PER 5 GALLON STOCK (16) TRI-C MYCO TABS PER 15 GALLON STOCK (1) TRI-C MYCO TABS FOR EACH GROUNDCOVER HOLE INSTALL TRI-C MYCO TABLETS PER MFG. RECOMMENDATIONS SOIL PREPARATION 1.FOR TURF AND GROUNDCOVER AREAS THE FOLLOWING SHALL BE UNIFORMLY AND THOROUGHLY ROTOTILLED INTO THE SOIL TO A MIN. DEPTH OF 6 INCHES FOR EVERY 1000 SQ. FEET OF AREA. 2. TRI-C ENDO 120 60 LBS/ACRE TRI-C 6-2-4 W / 5% S: 60-70 LBS/1000 SQ.FT SHAVINGS/COMPOST: 2-3 CUBIC YARDS/1000 SQ.FT NOTE: SOIL TESTS SHOULD BE TAKEN FOR MORE SPECIFIC RECOMMENDATIONS AND TO DETERMINE IF ADDITIONAL CORRECTIVE AMENDMENTS ARE NECESSARY. 2. BACKFILL MIX FOR USE OF PLANTING ALL TREES, SHRUBS & VINES INCORPORATE TRI-C HUMATE @ 5-6 LBS/CU.YD OF BACKFILL MIX SOIL TEST 1.KILL & REMOVE ALL EXISTING WEEDS. 2.IRRIGATE ALL AREAS TO BE PLANTED FOR (2) WEEKS. 3.KILL & REMOVE ALL NEWLY GERMINATED WEEDS. 4.REPEAT STEPS 2 AND 3. 5.PLANT OR GROUNDCOVER. 6.APPLY PRE-EMERGENT HERBICIDE AFTER PLANTING.CONTRACTOR SHALL BE RESPONSIBLE FOR SELECTION OF HERBICIDE AND ITS COMPATIBILITY WITH PLANT MATERIALS. WEED CONTROL TREE ROOT BARRIER NOTE: EQUIPMENT SCREENING NOTE: BARK MULCH: 7/31/25 05/30/24 Wi l s o n D a v i s A s s o c i a t e s La n d s c a p e A r c h i t e c t u r e 28 2 5 L i t c h f i e l d D r . Ri v e r s i d e , C A 9 2 5 0 3 Ph : ( 9 5 1 ) 3 5 3 - 2 4 3 6 21050 PR O J E C T : 32 2 N . H A R B O R B L V D . S a n t a A n a , C A 9 2 7 0 3 - R E S I D E N T I A L P& B B R O S . C O R P O R A T I O N AD D R E S S : 18 6 8 5 M A I N S T R E E T , S U I T E 1 0 1 - 3 8 5 , H U N T I N G T O N B E A C H , C A 9 2 6 4 8 L2.0 GR O U N D L E V E L P L A N T I N G P L A N STREET TREES LOCATED IN TREE WELLS. SEE CIVIL PLAN FOR FINAL LOCATIONS. MULCH NOTE AT POTTERY PLANTERS: Finish All Pottery Planters with 3" Depth 1-2" Dia. Black Beach Pebble. Install Pottery with Tournesol self-watering bladder system or approved equal. INSTALL LOW GROUNDCOVER AT TRANSFORM AND MAINTENANCE ACCESS. 2nd LEVEL 2 2 2 3 3 4 5 77 10 10 9 8 9 11 SYMBOL CODE BOTANICAL / COMMON NAME CONT CAL PF QTY REMARKS TREES LN Lagerstroemia indica x fauriei 'Natchez' / Natchez Crape Myrtle 24" Box L 2 Standard / High Branching TE Tristania laurina 'Elegant' / Elegant Water Gum 15 Gal.M 12 Standard / High Branching SYMBOL CODE BOTANICAL / COMMON NAME CONT PF QTY REMARKS SHRUBS AB Agave x 'Blue Glow' / Blue Glow Agave 5 Gal.VL 5 AM Aloe tongaensis 'Medusa' / Medusa Mozambique Tree Aloe 15 Gal.VL 2 AX Anigozanthos x 'Landscape Bicolour Purple' / Landscape Purple Kangaroo Paw 1 Gal.M 51 EH Equisetum hyemale / Horsetail 1 Gal.M 46 ES Euphorbia tirucalli 'Sticks on Fire' / Sticks on Fire Pencil Tree 5 Gal.VL 4 JE Juncus patens 'Elk Blue' / Spreading Rush 1 Gal.L 16 PX Phormium tenax 'PKFJTB18' / Indigo Pearl™ New Zealand Flax 5 Gal.M 8 PM Prunus caroliniana 'Monus' / Bright 'N Tight Carolina Cherry Laurel 15 Gal.M 3 SR Sedum reflexum 'Blue Spruce' / Blue Spruce-leaved Stonecrop 1 Gal.L 25 TE2 Trachelospermum jasminoides / Star Jasmine Trellis 5 Gal.M 6 Staked and Attached to Trellis System WM Westringia fruticosa 'Morning Light' / Morning Light Coast Rosemary 5 Gal.L 52 SYMBOL CODE BOTANICAL / COMMON NAME CONT PF SPACING QTY REMARKS GROUND COVERS CB Cotoneaster dammeri 'Coral Beauty' / Coral Beauty Cotoneaster 1 Gal.L 40" o.c.77 TJ Trachelospermum jasminoides / Chinese Star Jasmine 5 Gal.M 36" o.c.99 PLANT SCHEDULE SYMBOL DESCRIPTION QTY DETAIL Tournesol Siteworks WCR-482424 2 LxWxH - 48in. x 24in. x 24in. Install with Tournesol Self-Watering Bladder system. Tournesol Siteworks WCR-722424 3 LxWxH - 72in. x 24in. x 24in. Install with Tournesol Self-Watering Bladder system. Landscape Forms STRATA-BEAM Table with matching (1) 2 Backless Bench and (2) short backless chairs Cast concrete anchoring elements are bridged by wood seat slats to form an uninterrupted span. End pieces are subtly faceted, providing a pleasing play between light and shadow. 31in.x87in.x37in. Frame: Natural Grey Meldstone Tabletop: Jarrah Exterior Wood 48" x 48" x 18" Boardform Quadra Firetable Avail., Thru: Hart Concrete 2120 S. Susan Street, Santa Ana (866) 716-4278 Outdoor Lounge Furniture. To Be Selected. Appox. Dimension 30" x 8' (2) Total Poured in Place Concrete with Decorative Sawcuts as shown (Over Structural Deck). Topcast Finish with #03(Purple) Acid-Etch retarded. Color: Natural Gray. Avail. Thru: Grace Construction Products Tournesol Siteworks WR-723030 1 LxWxH - 72in. x 30in. x 30in. Install with Tournesol Self-Watering Bladder system. Tournesol Siteworks WCR-4800 2 LxWxH - 48in. x 48in. x 36in. . Install with Tournesol Self-Watering Bladder system. Tournesol Siteworks WCR-603030 2 LxWxH - 60in. x 30in. x 30in. Install with Tournesol Self-Watering Bladder system. 3" Depth Black Beach Cobble. 1-2" Diameter. Avail. Thru: Decorative Stone Solutions or Equal. 800-699-1878 1 2 3 4 5 7 8 9 10 11 REFERENCE NOTES SCHEDULE 0 feet16 1/8" = 1' - 0" 8 24 32 7/31/25 05/30/24 Wi l s o n D a v i s A s s o c i a t e s La n d s c a p e A r c h i t e c t u r e 28 2 5 L i t c h f i e l d D r . Ri v e r s i d e , C A 9 2 5 0 3 Ph : ( 9 5 1 ) 3 5 3 - 2 4 3 6 21050 PR O J E C T : 32 2 N . H A R B O R B L V D . S a n t a A n a , C A 9 2 7 0 3 - R E S I D E N T I A L P& B B R O S . C O R P O R A T I O N AD D R E S S : 18 6 8 5 M A I N S T R E E T , S U I T E 1 0 1 - 3 8 5 , H U N T I N G T O N B E A C H , C A 9 2 6 4 8 L2.1 RO O F T O P P L A N T I N G P L A N INSTALL POTTERY PLANTERS IN 3" DEPTH PEBBLE. SEE DETAIL. PLANTING NOTES: ALL SHRUBS AND GROUNDCOVER AREAS ARE TO BE TOP DRESSED WITH 3" THICK LAYER OF LOCALLY COMPOSTED 2" MINUS SHREDDED TREE BARK MULCH OR APPROVED EQUIVALENT. INSTALL MULCH PRIOR TO GROUND COVER PLANTING, INSTALL MULCH 4" DEEP ON ANY SLOPES AND IN PERMANENT PLANT BASINS ON SLOPES. AVAILABLE THROUGH: TRI-C ORGANICS 1-800-927-3311 THE CONTRACTOR SHALL PERFORM A THOROUGH WEED ABATEMENT PROGRAM, KILLING AND REMOVING ALL WEEDS FROM THE SITE AND SHALL BE COMPLETED PRIOR TO THE ADDITION OF ANY SOIL AMENDMENTS. THIS SHALL BE DONE FOR ALL PLANTING AREAS, SPECIFICALLY, BUT NOT LIMITED TO SLOPES & GROUNDCOVER AREAS. THE CONTRACTOR SHALL FOLLOW THE FOLLOWING STEPS: AFTER SOIL HAS BEEN SET IN PLACE & PRIOR TO ANY SOIL PREPARATION, THE CONTRACTOR SHALL FURNISH SOIL TESTS OF THE SITE FOR AGRICULTURAL FERTILITY AND TO DETERMINE PROPER SOIL AMENDMENTS. TEST ARE TO BE PERFORMED BY A MEMBER OF THE CALIFORNIA ASSOCIATION OF AGRICULTURAL LABORATORIES USING ORGANIC FERTILIZER AND SOIL CONDITIONERS DERIVED FROM COMPOSTED HIGHER PLANT FORMS WITH COPIES SENT TO THE OWNER, CITY OF LANDSCAPE ARCHITECT & LANDSCAPE ARCHITECT, PRIOR TO INSTALLATION. THE FOLLOWING IS PROVIDED FOR BID PURPOSES ONLY AND SHALL BE MODIFIED AS NECESSARY GIVEN THE RESULTS OF THE SOILS TEST. THE CONTRACTOR SHALL BE PREPARED TO PROVIDE DELIVERY SLIPS AND EMPTY FERTILIZER BAGS ON SITE FOR VERIFICATION OF MATERIAL. 3.PLANT TABLET FOR ALL TREES, SHRUBS, VINES AND GROUNDCOVERS: (22-48) TRI-C MYCO TABS FOR ALL BOX SIZED TREES 24" BOX OR LARGER (2) TRI-C MYCO TABS PER 1 GALLON STOCK (8) TRI-C MYCO TABS TABLETS PER 5 GALLON STOCK (16) TRI-C MYCO TABS PER 15 GALLON STOCK (1) TRI-C MYCO TABS FOR EACH GROUNDCOVER HOLE INSTALL TRI-C MYCO TABLETS PER MFG. RECOMMENDATIONS SOIL PREPARATION 1.FOR TURF AND GROUNDCOVER AREAS THE FOLLOWING SHALL BE UNIFORMLY AND THOROUGHLY ROTOTILLED INTO THE SOIL TO A MIN. DEPTH OF 6 INCHES FOR EVERY 1000 SQ. FEET OF AREA. 2. TRI-C ENDO 120 60 LBS/ACRE TRI-C 6-2-4 W / 5% S: 60-70 LBS/1000 SQ.FT SHAVINGS/COMPOST: 2-3 CUBIC YARDS/1000 SQ.FT NOTE: SOIL TESTS SHOULD BE TAKEN FOR MORE SPECIFIC RECOMMENDATIONS AND TO DETERMINE IF ADDITIONAL CORRECTIVE AMENDMENTS ARE NECESSARY. 2. BACKFILL MIX FOR USE OF PLANTING ALL TREES, SHRUBS & VINES INCORPORATE TRI-C HUMATE @ 5-6 LBS/CU.YD OF BACKFILL MIX SOIL TEST 1.KILL & REMOVE ALL EXISTING WEEDS. 2.IRRIGATE ALL AREAS TO BE PLANTED FOR (2) WEEKS. 3.KILL & REMOVE ALL NEWLY GERMINATED WEEDS. 4.REPEAT STEPS 2 AND 3. 5.PLANT OR GROUNDCOVER. 6.APPLY PRE-EMERGENT HERBICIDE AFTER PLANTING.CONTRACTOR SHALL BE RESPONSIBLE FOR SELECTION OF HERBICIDE AND ITS COMPATIBILITY WITH PLANT MATERIALS. WEED CONTROL BARK MULCH: MULCH NOTE AT POTTERY PLANTERS: Finish All Pottery Planters with 3" Depth 3/8" Del Rio Gravel . Install Pottery with Tournesol self-watering bladder system or approved equal. 7/31/25 05/30/24 Wi l s o n D a v i s A s s o c i a t e s La n d s c a p e A r c h i t e c t u r e 28 2 5 L i t c h f i e l d D r . Ri v e r s i d e , C A 9 2 5 0 3 Ph : ( 9 5 1 ) 3 5 3 - 2 4 3 6 21050 PR O J E C T : 32 2 N . H A R B O R B L V D . S a n t a A n a , C A 9 2 7 0 3 - R E S I D E N T I A L P& B B R O S . C O R P O R A T I O N AD D R E S S : 18 6 8 5 M A I N S T R E E T , S U I T E 1 0 1 - 3 8 5 , H U N T I N G T O N B E A C H , C A 9 2 6 4 8 L2.2 PL A N T I N G D E T A I L S 1/2 O.C. SPACING ESTABLISH INISH GRADE 2" BELO SEE PLANT LEGEND OR O.C. SPACING OR TUR HARDSCAPE EDGE O AN DISTINCT SOIL HORION. PER PLANTING NOTES. 3" DEEP LAER O BAR MULCH MENTS INTO NATIVE SOIL TO AVOID TO A DEPTH O 6". BLEND AMEND- NOTE: ROTOTILL AREAS BEING AMENDED UNDISTURBED NATIVE SOIL SUBGRADE TILLED AND AMENDED PLANTING BED 3" DEEP LAER O BAR MULCH 1/2 TIMES O.C.SPACING HARDSCAPE OR TUR OR TPE, SIE AND SPACING SPEC. GROUNDCOVER PLANTS / SEE LEGEND EU A L EU A L INISH SURACE O HARDSCAPE/CURB GROUNDCOVER SPACING1 SHRUB PLANTING2 PREVAILING IND 9" LODGEPOLE PINE STAES: 10-12 OR 15 GALLON/24" BO2 3" EU A L 6 - 0 " M I N . GRADE INISH DE P T H 2 DIA. O 18 " ROOTBALL "V.I.T. CINCH TIE" TREE TIE 4 REUIRED SECURE TO STAE /GALV. NAIL PER MANUACTURERS RECOMMENDATION. PLACE BELO BRANCHING OE O TREE SET TOP O ROOTBALL 1" ABOVE INISH GRADE. INSTALL 3" NITROLIED OOD CHIP MULCH. 3" HIGH ATER BASIN / REMOVE ONCE PLANT IS ESTABLISHED PER LANDSCAPE ARCH DIRECTION GRO-POER ERTILIER TABLETS. APPLICATION RATES PER SPECIICATIONS. NATIVE SOIL SUBGRADE ECAVATE TO CORRECT HEIGHT OR PLANTING. SCARI BOTTOM TO ENSURE ADEUATE DRAINAGE OR HEALTH GROTH O PLANT. BACILL MI PER SPECIICATIONS. 24"20 LINEAR ROOT BARRIER ADJACENT TO PAVING, CENTER ON TREE TRUN. DEEP ROOT BARRIER, VILLA ROOT BARRIER, BIO BARRIER OR APPROVED EUAL TREE STAKING 10-12 OR 36" BO3 3 EU A L 80 " M I N . A B O V E G R A T E DE P T H 2 DIA. O ROOTBALL SET TOP O ROOTBALL 1" ABOVE INISH GRADE. INSTALL 4" NITROLIED OOD CHIP MULCH. AGRIORM ERTILIER TABLETS. APPLICATION RATES PER MG. RECOMMENDATIONS. NATIVE SOIL SUBGRADE ECAVATE TO CORRECT HEIGHT OR PLANTING. SCARI BOTTOM TO ENSURE ADEUATE DRAINAGE OR HEALTH GROTH O PLANT. BACILL MI PER SPECIICATIONS. 24"20 LINEAR ROOT BARRIER CENTER ON TREE TRUN B VILLA LANDSCAPE PRODUCTS, INC. 800 654-4067 OR APPROVED EUAL. METAL TREE GRATE SEE ARCH. DRAINGS OR MANUACTURER AND MODEL NO. TR E E S C A O L D I N G SIDEAL TREEWELL W/METAL TREE GRATE4 3 2 1.BACILL SEE TREE PLANTING 4 4.INISH GRADE. 3. DETAILS 2.ROOT BALL. ROOT BARRIER 24"20 LINEAR ROOT BARRIER ADJACENT TO PAVING, CENTER ON TREE TRUN. INSTALL ROOT BARRIERS OR ALL TREES PLANTED ITHIN 5 O CURBS AND/OR PAVING 1 5.CONCRETE ALA/CURB 55 5 CONTROL JOINT EPANSION JOINT TOPPING SLAB OVER STRUCTURAL SLAB CONCRETE TOPPING SLAB PAVING, REINORCE AS PER PLANS OR SPECIICATIONS. 3/4" DEEP CONTROL JOINT. HOT MOP NEOPRENE ATERPROOING 1/2 DIA. 24" SMOOTH STEEL DOEL / SLEEVE AT ONE END, 48" O.C. TO MIN. PER JOINT. EPANSION JOINT: 1/2" ELT ITH BREA AA TAB, CAUL ITH GRE SEALANT. DRAINAGE PROTECTION BOARD. STRUCTURAL SLAB. 7 6"2" POTTERY IN COBBLE BASE AT ROOFTOP DECK 3/4" 1-0" 4" DEPTH LAER O SMOOTH BEACH PEBBLES. 6" CONCRETE CURB. COLOR AND INISH TO MATCH ADJACENT TOPPING SLAB CONCRETE PAVING PRECAST POTTER 2 STAGE LOOR DRAIN AS SPECIIED, SEE MECHANICAL PLANS ATRIUM GRATE CONCEAL DRAIN IN COBBLE PARAPET ALL PER ARCHITECTURE PLANS 6 SITE-PO-PRE-30 7/31/25 05/30/24 Wi l s o n D a v i s A s s o c i a t e s La n d s c a p e A r c h i t e c t u r e 28 2 5 L i t c h f i e l d D r . Ri v e r s i d e , C A 9 2 5 0 3 Ph : ( 9 5 1 ) 3 5 3 - 2 4 3 6 21050 PR O J E C T : 32 2 N . H A R B O R B L V D . S a n t a A n a , C A 9 2 7 0 3 - R E S I D E N T I A L P& B B R O S . C O R P O R A T I O N AD D R E S S : 18 6 8 5 M A I N S T R E E T , S U I T E 1 0 1 - 3 8 5 , H U N T I N G T O N B E A C H , C A 9 2 6 4 8 L2.3 PL A N T I N G S P E C I F I C A T I O N S GRADING NOTES: CITY OF SANTA ANA anning and buMing ency 1. ALL GRADING SHALL COMPLY WITH UBC CHAPTERS 18 AND 33, AND APPENDIX CHAPTER 33 AND THE SANTA ANA MUNICIPAL CODE. A CITY GRADING PERMIT IS REQUIRED FOR GRADING. 2. GRADING SHALL NOT BE STARTED WITHOUT FIRST NOTIFYING THE CITY GRADING INSPECTOR. A PRE -GRADING MEETING ON THE SITE IS REQUIRED BEFORE STARTING OF GRADING WITH THE FOLLOWING PEOPLE PRESENT: GRADING CONTRACTOR, DESIGN CIVIL ENGINEER, GEOTECHNICAL ENGINEER, GRADING INSPECTOR AND WHEN REQUIRED, THE ARCHAEOLOGIST AND PALEONTOLOGIST. THE REQUIRED INSPECTIONS FOR GRADING WILL BE EXPLAINED AT THIS MEETING. 3. AN APPROVED COPY OF THE GRADING PLANS SHALL BE ON THE PERMITTED SITE WHILE WORK IS IN PROGRESS. 4. THE DESIGN CIVIL ENGINEER SHALL BE AVAILABLE DURING THE GRADING TO VERIFY COMPLIANCE WITH THE PLANS, SPECIFICATIONS, CODE AND ANY SPECIAL CONDITIONS OF THE PERMIT WITHIN HIS PURVIEW. 5. THE GEOTECHNICAL ENGINEER SHALL PERFORM PERIODIC INSPECTIONS AND SUBMIT A COMPLETE REPORT AND MAP UPON COMPLETION OF THE ROUGH GRADING.THE COMPACTION REPORT AND APPROVAL FROM THE GEOTECHNICAL ENGINEER SHALL INDICATE THE TYPE OF FIELD TESTING PERFORMED. EACH TEST SHALL BE IDENTIFIED WITH THE METHOD OF OBTAINING THE IN -PLACE DENSITY, WHETHER SAND CONE OR DRIVE RING, AND SHALL BE SO NOTED FOR EACH TEST. SUFFICIENT MAXIMUM DENSITY DETERMINATIONS SHALL BE PERFORMED TO VERIFY THE ACCURACY OF THE MAXIMUM DENSITY CURVES BY THE FIELD TECHNICIAN. 6. CUT AND FILL SLOPES SHALL BE NO STEEPER THAN 2 FOOT HORIZONTAL TO 1 FOOT VERTICAL (2:1) EXCEPT WHERE SPECIFICALLY APPROVED OTHERWISE. 7. FILLS SHALL BE COMPACTED THROUGHOUT TO A MINIMUM OF 90 DENSITY. AGGREGATE BASE FOR ASPHALTIC AREAS SHALL BE COMPACTED TO MINIMUM OF 95% RELATIVE DENSITY. MAXIMUM DENSITY SHALL BE DETERMINED BY THE UNIFORM BUILDING CODE STANDARD NO. 70-1, OR APPROVED EQUIVALENT, AND FIELD DENSITY BY UNIFORM BUILDING STANDARD NO. 70-2, OR APPROVED EQUIVALENT. 8. THE CONTRACTOR SHALL NOT CREATE ANY TRENCH OR EXCAVATION 5-FEET OR MORE WITHOUT THE NECESSARY PERMIT FROM THE STATE OF CALIFORNIA DIVISION OF INDUSTRIAL SAFETY. 9. ALL CUT SLOPE SHALL BE INVESTIGATED BOTH DURING AND AFTER GRADING BY THE GEOTECHNICAL ENGINEER TO DETERMINE IF ANY SLOPE STABILITY PROBLEM EXISTS. SHOULD EXCAVATION DISCLOSE ANY GEOLOGICAL HAZARDS OR POTENTIAL GEOLOGICAL HAZARDS, THE GEOTECHNICAL ENGINEER SHALL SUBMIT RECOMMENDED TREATMENT TO THE CITY ENGINEER FOR APPROVAL. 10. THE PERMITTEE IS RESPONSIBLE FOR DUST CONTROL MEASURES. WATER ACTIVE SITES AT LEAST TWICE DAILY. 11. THE LOCATING AND PROTECTION OF ALL EXISTING UTILITIES IS THE RESPONSIBILITY OF THE PERMITTEE. 12. GRADING OPERATIONS INCLUDING MAINTENANCE OF EQUIPMENT WITHIN ONE-HALF MILE OF HUMAN OCCUPANCY SHALL NOT BE CONDUCTED BETWEEN THE HOURS OF 5:00 P.M. AND 7:00 A.M. 13. THE PERMITTEE SHALL GIVE REASONABLE NOTICE TO THE OWNER OF ADJOINING LANDS AND BUILDINGS PRIOR TO BEGINNING EXCAVATIONS, WHICH MAY AFFECT THE LATERAL AND SUBJACENT SUPPORT OF THE ADJOINING PROPERTY. THE NOTICE SHALL STATE THE INTENDED DEPTH OF EXCAVATION AND WHEN EXCAVATION COMMENCES. THE ADJOINING OWNER SHALL BE ALLOWED AT LEAST 30 DAYS AND REASONABLE ACCESS ON THE PERMITTED PROPERTY TO PROTECT HIS STRUCTURE, IF HE SO DESIRES, UNLESS OTHERWISE PROTECTED BY LAW. 14. ALL EXISTING DRAINAGE COURSES THROUGH THE SITE SHALL REMAIN OPEN TO HANDLE THE STORM WATER; HOWEVER, IN ANY CASE, THE PERMITTEE SHALL BE HELD LIABLE FOR ANY DAMAGE DUE TO OBSTRUCTING NATURAL DRAINAGE PATTERNS. 15. APPROVED EROSION PROTECTION DEVICES SHALL BE PROVIDED AND MAINTAINED DURING THE RAINY SEASON AND SHALL BE IN PLACE AT THE END OF EACH DAYS WORK. PROPER EROSION CONTROL MEASURES MUST BE SHOWN ON THE PLANS. 16. CONSTRUCTION SITES SHALL BE MAINTAINED IN SUCH A CONDITION THAT AN ANTICIPATED STORM DOES NOT CARRY WASTES OR POLLUTANTS OFF THE SITES. DISCHARGES OF MATERIAL OTHER THAN STORM WATER ARE ALLOWED ONLY WHEN NECESSARY FOR PERFORMANCE AND COMPLETION OF CONSTRUCTION PRACTICES AND WHERE THEY DO NOT: CAUSE OR CONTRIBUTE TO A VIOLATION OF ANY WATER QUALITY STANDARD; CAUSE OR THREATEN TO CAUSE POLLUTION, CONTAMINATION, OR NUISANCE; OR CONTAIN A HAZARDOUS SUBSTANCE IN A QUANTITY REPORTABLE UNDER FEDERAL REGULATIONS 40 CFR 117 AND 302. POTENTIAL POLLUTANTS INCLUDE BUT ARE NOT LIMITED TO: SOLID OR LIQUID CHEMICAL SPILLS; WASTES FROM PAINTS, STAINS, SEALANTS, GLUES, LIMES, PESTICIDES, HERBICIDES, WOOD PRESERVATIVES AND SOLVENTS; ASBESTOS FIBERS, PAINT FLAKES OR STUCCO FRAGMENTS; FUELS, OILS, LUBRICANTS, AND HYDRAULIC RADIATOR OR BATTERY FLUIDS; FERTILIZERS, VEHICLES/EQUIPMENT WASH WATER AND CONCRETE WASH WATER; CONCRETE, DETERGENT OR FLOATABLE WASTES; WASTES FROM ANY ENGINE/EQUIPMENT STEAM CLEANING OR CHEMICAL DEGREASING; AND SUPERCHLORINATED POTABLE WATER LINE FLUSHINGS. DURING CONSTRUCTION, DISPOSAL OF SUCH MATERIALS SHOULD OCCUR IN A SPECIFIED AND CONTROLLED TEMPORARY AREA ON -SITE, PHYSICALLY SEPARATED FROM POTENTIAL STORM WATER RUN-OFF, WITH ULTIMATE DISPOSAL IN ACCORDANCE WITH LOCAL, STATE, AND FEDERAL REQUIREMENTS. 17. DEWATERING OF CONTAMINATED GROUNDWATER, OR DISCHARGING CONTAMINATED SOILS VIA SURFACE EROSION IS PROHIBITED. DEWATERING OF NON -CONTAMINATED GROUNDWATER REQUIRES A NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM PERMIT FROM THE RESPECTIVE STATE REGIONAL WATER QUALITY CONTROL BOARD. 18. ALL DIRT, SAND, MUD, OR DEBRIS DEPOSITED OR SPILLED UPON PUBLIC STREETS DURING ANY GRADING, HAULING, OR EXPORT OPERATIONS SHALL BE IMMEDIATELY CLEANED UP BY THE DEVELOPER, HIS CONTRACTOR, SUBCONTRACTORS, OR AGENTS TO THE SATISFACTION OF THE CITY ENGINEER. FAILURE TO DO SO WILL BE CAUSE FOR STOPPING ALL SUCH GRADING, HAULING, OR EXPORT WORK BY THE CITY UNTIL SUCH TIME AS THE STREETS ARE CLEANED. 19. ALL TRUCKS HAULING DIRT, SAND, OIL, OR OTHER LOOSE MATERIALS ARE TO BE COVERED OR SHOULD MAINTAIN AT LEAST TWO FEET OF FREEBOARD IN ACCORDANCE WITH THE REQUIREMENTS OF CVC SECTION 23114. 20. CONTRACTOR IS RESPONSIBLE FOR THE REPAIR OF ALL DAMAGES TO PUBLIC PROPERTIES THAT ARE CAUSED BY THE WORK ON -SITE. REPAIR MUST BE COMPLETED TO THE SATISFACTION OF THE CITY ENGINEER. 21. EARTHWORK VOLUMES: (SEE TABLE THIS SHEET) SUBMIT HAUL ROUTES FOR APPROVAL IF NET VOLUMES EXCEED 500 CUBIC YARDS. 22. IF THE NET VOLUME EXCEEDS 500 CUBIC YARDS, THE CONTRACTOR MUST SUBMIT A HAUL TRUCK ROUTE TO THE CITY FOR APPROVAL. HAUL ROUTE SHALL INCLUDE THE LOCATION OF BORROW AND/OR DISPERSAL SITE, ALL STREETS INCLUDED IN THE ROUTE, THE PROPOSED STAGING AREA, AND THE MAXIMUM GROSS WEIGHT OF THE TRUCKS WHEN LOADED. 23. SEPARATE PERMITS MUST BE OBTAINED FROM THE CITY BUILDING AND SAFETY DIVISION FOR THE CONSTRUCTION OF RETAINING WALLS, LIGHT POLES, TRASH ENCLOSURES, ON -SITE PLUMBING AND ALL BUILDING STRUCTURES. 24. PRIOR TO TURNING ON WATER METERS (DOMESTIC AND IRRIGATION), AND/OR FIRE SERVICES, ARRANGE FOR INSTALLATION, TESTING, AND CERTIFICATION OF ALL NEEDED BACKFLOW PROTECTION DEVICES, WHETHER SUCH DEVICES ARE SHOWN ON THE PROJECT PLANS OR NOT. APPROVED BACKFLOW PROTECTION DEVICES WILL BE INSTALLED ON - SITE BY THE DEVELOPER IN CONFORMANCE WITH CODE REGULATIONS AND CITY REQUIRIREMENTS. CONTACT TOM DIX AT (714) 647-3341 FOR ASSISTANCE. REVISIONS NO. DATE INITIALS DESCRIPTIONS APPROVED PRECISE FOR 22-UNIT EROSION AND SEDIMENT CONTROL: 1. ALL WORK SHALL BE IN ACCORDANCE WITH THE EROSION CONTROL PLANS, THE PROJECTS STORM WATER POLLUTION PREVENTION PLAN (SWWPP), AND WATER QUALITY MANAGEMENT PLAN (WQMP) AND THE RECOMMENDATIONS OF THE SOILS REPORT. 2. THE CONTRACTOR, PERMITTEE OR OWNER SHALL BE RESPONSIBLE FOR THE INSPECTION, MODIFICATION AND PROPER MAINTENANCE OF THE EROSION CONTROL DEVICES AS NECESSARY. IN THE EVENT OF FAILURE OR REFUSAL TO PROPERLY MAINTAIN SAID DEVICES, THE CITY ENGINEER MAY CAUSE EMERGENCY MAINTENANCE WORK TO BE DONE TO PREVENT DISCHARGE OF POLLUTION INTO CITY STORM DRAIN SYSTEMS AND TO PROTECT ADJACENT PRIVATE AND PUBLIC PROPERTY, THE COST SHALL BE CHARGED TO THE OWNER. 3. ALL EROSION CONTROL MEASURES REQUIRED TO RETAIN SEDIMENT ON -SITE AND TO SAFELY DISCHARGE ANY ACCELERATED RUNOFF GENERATED BY THE PROJECT SHALL BE INSTALLED DURING THE INITIAL CONSTRUCTION PHASE OF THE PROJECT. 4. ALL REMOVABLE PROTECTION DEVICES SHOWN SHALL BE IN PLACE AT THE END OF EACH WORKING DAY WHEN THE 5-DAY RAIN PROBABILITY FORECAST EXCEEDS 40% 5. THE CONTRACTOR, PERMITTEE, OR PROJECT OWNER SHALL BE RESPONSIBLE AND SHALL TAKE NECESSARY PRECAUTIONS TO PREVENT PUBLIC TRESPASS ONTO AREAS WHERE IMPOUNDED WATER CREATES A HAZARDOUS CONDITION. NECESSARY PRECAUTION MAY INCLUDE, BUT NOT BE LIMITED TO, APPROPRIATE PERIMETER FENCING OR A 24-HOUR GUARD PREVENTING UNAUTHORIZED PERSONS FROM ENTERING THE BASINS. 6. PAVED STREETS, SIDEWALKS, AND OTHER IMPROVEMENTS SHALL BE MAINTAINED IN A NEAT AND CLEAN CONDITION, FREE OF LOOSE SOIL, CONSTRUCTION DEBRIS, AND TRASH. STREET SWEEPING OR OTHER EQUALLY EFFECTIVE MEANS SHALL BE USED ON A REGULAR BASIS TO CONTROL EROSION. WATERING SHALL NOT BE USED TO CLEAN STREETS EXCEPT FOR THE REMOVAL OF FINE MATERIAL NOT OTHERWISE REMOVED BY SWEEPING OR OTHER MECHANICAL MEANS. 7. STAND-BY CREWS SHALL BE ALERTED BY THE CONTRACTOR, PERMITTEE OR OWNER FOR EMERGENCY WORK DURING THE RAINY SEASON. 8. GRAVEL BAGS AND NECESSARY MATERIALS IN ACCORDANCE WITH THE APPROVED PLANS, SHALL BE AVAILABLE ON SITE AND STOCKPILED AT CONVENIENT LOCATIONS TO FACILITATE RAPID CONSTRUCTION OF TEMPORARY DEVICES OR TO REPAIR ANY DAMAGED EROSION CONTROL MEASURES WHEN RAIN IS IMMINENT. A STAND-BY CREW SHALL BE MADE AVAILABLE AT ALL TIMES DURING THE RAINY SEASON. 9. PROVIDE VELOCITY CHECK DAMS IN ALL STREETS AT 100 FEET INTERVALS OR AS REQUIRED BY THE ENGINEER. VELOCITY CHECK DAMS MAY BE CONSTRUCTED OF GRAVEL BAGS, TIMBER, OR OTHER EROSION RESISTANT MATERIALS APPROVED BY THE CITY ENGINEER, AND SHALL EXTEND COMPLETELY ACROSS THE STREET AT RIGHT ANGLES TO THE CENTERLINE. EARTH DIKES MAY NOT BE USED AS VELOCITY CHECK DAMS. CHECK DAM INSTALLATION SHALL PROVIDE FOR THE PREVENTION OF EROSION AROUND THE END OF THE DAM. 10. EROSION CONTROL PLANS MUST PROVIDE A 24-HOUR TELEPHONE NUMBER AND THE NAME(S) OF THE PERSON (S) RESPONSIBLE FOR EMERGENCY WORK. A TELEPHONE ANSWERING SERVICE IS UNACCEPTABLE. DUST CONTROL: CONSTRUCTION SHALL BE IN COMPLIANCE WITH S.C.A.Q.M.D. RULES 403 TO REDUCE FUGITIVE DUST. DUST REDUCING MEASURES WILL INCLUDE. GRADING PLAN RESIDENTIAL PROJECT 322 NORTH HARBOR BOULEVARD, SANTA ANA, CA DP# 2022-03 1. REGULAR WATERING OF GRADED SURFACES. 2. ALL CONSTRUCTION VEHICLES AND EQUIPMENT SHALL TRAVEL ALONG ESTABLISHED AND REGULARLY WATERED ROADWAYS. 3. REGULAR OPERATIONS THAT TEND TO CREATE DUST SHALL BE SUSPENDED DURING WINDY CONDITIONS. 0eF°Cm roG Unground Service Alert of Southern California nn Call: TOLL FREE 1-800 422-4133 TWO WORKING DAYS BEFORE YOU DIG UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA ATTENTION IS DIRECTED TO THE POSSIBLE EXISTENCE OF UNDERGROUND FACILITIES NOT KNOWN OR IN A LOCATION DIFFERENT FROM THAT WHICH IS SHOWN ON THE PLANS OR IN THE SPECIAL PROVISIONS. THE CONTRACTOR SHALL TAKE STEPS TO ASCERTAIN THE EXACT LOCATION OF ALL UNDERGROUND FACILITIES PRIOR TO DOING WORK THAT MAY DAMAGE SUCH FACILITIES OR INTERFERE WITH THEIR SERVICE. BEFORE EXCAVATING, THE CONTRACTOR SHALL VERIFY THE LOCATION OF UNDERGROUND UTILITIES BY CONTACTING UNDERGROUND SERVICE ALERT AT 1-(800)-422-4133. PURSUANT TO ASSEMBLY BILL 3019, NO EXCAVATION PERMIT IS VALID UNLESS THE CONTRACTOR CONTACTS AND OBTAINS AN INQUIRY ID NUMBER FROM "UNDERGROUND SERVICE ALERT (1-800-422-4123)" ATLEAST TWO WORKING DAYS PRIOR TO COMMENCING EXCAVATION. REFERENCES PLANS U-) HAZARD AVE w o o Z Q w Z z o Cn � 0 F ROOSEVEL AVE CK m J 0 SILVER DR � o Q FIFTH ST. Z J N CK w w m N > LF a_ Z Q � V) PROJECT o = z LiME LOCATION FIRST ST. VICINITY MAP NTS SHEET INDEX SHEET 1 TITLE SHEET SHEET 2 DETAIL SHEET SHEET 3 DETAIL SHEET (CONT.) SHEET 4 PRECISE GRADING PLAN SHEET 5 HORIZONTAL CONTROL PLAN SHEET 6 EROSION CONTROL PLAN UTILITY CONTACTS GAS - SOUTHERN GAS COMPANY CONTACT: MR. LUIS RAMIREZ 818-701-4546 ELECTRICAL - SOUTHERN CA. EDISON COMPANY CONTACT: MR. GAIL GARDNER 562-903-3167 WATER - CITY OF SANTA ANA WATER DEPARTMENT CONTACT: MS. RUDY DAVILA 714-593-7348 CABLE - TIMES WARNER (CABLE TELEVISION) CONTACT: MS. CHRIS DONNELLY 714-903-8307 TELEPHONE - ATT: CONTACT -MR. ERNEST ESTACIO 714-237-6165 - SPRINT: CONTACT -MR. TIBOR LAKY 949-842-9315 - VERIZON: CONTACT -MR. DEAN BOYERS 972-729-6322 SEWER - ORANGE COUNTY SANITATION DISTRICT CONTACT: MS. RUDY DAVILA 714-593-7348 UNDERGROUND - USA DIG ALERT DIG ALERT CONTACT: MS. POLLY DUNN 951-808-8100 LEGEND ABBREVEATIONS c ohs CF CURB FACE FIRE HYDRANT C&G CURB AND GUTTER STREET LIGHT DWY DRIVEWAY TRAFFIC SIGNAL EXIST. EXISTING LIGHT STANDARD X� FF FINISHED FLOOR POWER POLE FG FINISHED GRADE FL FLOW LINE IRRIGATION WATER METER IRR❑ FS FINISHED SURFACE WATER METER WM ❑ GFF GARAGE FINISHED FLOOR PULL BOX PB❑ ELEC ELECTRICAL GRATE DRAIN ® HP HIGH POINT WATER VALVE ® HYD HYDRANT SEWER MANHOLE MHO INV INVERT IRR IRRIGATION SEWER CLEAN OUT CO O MAX MAXIMUM TELEPHONE MH TMH O PROP. PROPOSED TREE BOX E o P/L PROPERTY LINE CENTER LINE s - R/W RIGHT OF WAY JOIN SMH SEWER MAINHOLE CURB & GUTTER EXIST. PROP. TC TOP OF CURB SEWER LINE S TF TOP OF FOOTING WATER LINE W TG TOP OF GRATE PROPERTY OR R/W LINE -- TR TOP OF RETAINING WALL DCDA TW TOP OF WALL RPPD W/LY WESTERLY WM WATER METER SOILS ENGINEER: U�4, GLOBAL GEO-ENGINEERING, INC. 3 CORPORATE PARK, SUITE 270 A 92706 CPH: (949)221-0900 BENCH MARK OCS BM SA-324-83 ELEV. 67.783 (2005) FOUND 3 3\4" OCS ALUMINUM BENCHMARK DISK STAMPED "SA-324-8Y, SET IN THE SOUTHWEST CORNER OF A 4 FT. BY 9 FT. CONCRETE CATCH BASIN. MONUMENT IS LOCATED IN THE NORTHEAST CORNER OF THE INTERSECTION OF NEWHOPE STREET AND FIRST STREET, 75 FT. EASTERLY OF THE CENTERLINE OF NEWHOPE STREET AND 39 FT NORTHERLY OF THE CENTERLINE OF FIRST STREET. MONUMENT IS SET LEVEL WITH THE SIDEWALK PREPARED UNDER THE SUPERVISION OF: DMV S CONSULTANTS, INC. CIVIL EN GINEE R S 12371 Lewis St. #203 Garden Grove CA. 92840 P. 714-740-8840 F. 714-740-8842 FLOOD ZONE: FLOOD ZONE: X (AREA WITHOUT BASE FLOOD ELEVATION) FLOOD MAP NO.: 06059CO256J DATED: DECEMBER 3, 2009 COMMUNITY NAME: CITY OF SANTA ANA COMMUNITY PANEL NO.: 060232 LEGAL DESCRIPTION THE LAND REFERRED TO HEREIN BELOW IS SITUATED IN THE CITY OF SANTA ANA, IN THE COUNTY OF ORANGE, STATE OF CALIFORNIA, AND IS DESCRIBED AS FOLLOWS: THE NORTH 100 FEET SOUTH 300 FEET OF THE EAST HALF OF THE NORTHEAST QUARTER OF THE SOUTHEAST QUARTER OF THE SOUTHEAST QUARTER OF SECTION 9, TOWNSHIP 5 SOUTH, RANGE 10 WEST, SAN BERNARDINO BASE AND MERIDIAN. EXCEPTING THEREFROM THE WEST 132 FEET ALSO EXCEPT THEREFROM ALL OIL, GAS, MINERALS AND HYDROCARBONS, BELOW A DEPTH OF 500 FEET, WITHOUT THE RIGHT OF SURFACE ENTRY, AS RESERVED IN INSTRUMENTS OF RECORD. APN: 198-051-17 FOR PUBLIC SEWER AND WATER FACILITIES ONLY APPROVED BY: APPROVED BY: CITY OF SANTA ANA CESAR E. BARRERA, P.E. DEPUTY PUBLIC WORKS DIRECTOR/ WATER RESOURCE MANAGER OWNER DATE APPROVED CITY ENGINEER RCE # APPLICANT: GRADING CONSTRUCTION NOTES I Apto I %F V 1� %A 1 CONSTRUCT 6" THICK CONCRETE O PAVEMENT. 10025 SF �nR O2 CONSTRUCT 6" CONC. CURB, TYPE B-1 PER CITY OF SANTAANA, Sl'B�F�RN P0ER M I T ISSUANCL (� CONSTRUCT CONC. RECTANGULAR DRAIN BOX (W=2') PER D TAIL 18 LF O CONSTRUCT 4"0 SDR35 PVC DRAIN PIPE. 70 LF O CONSTRUCT CONC. SIDEWALK PER CITY STD. PLAN 1104. 200 SF O6 REMOVE EXIST. BLOCKWALL/CHAIN LINK FENCE/WOOD FENCE Master ID: 143 LF O CONSTRUCT YARD DRAIN INLET PER DETAIL ON SHEET 2 Date: 8 EA O CONSTRUCT 6"0 SDR35 PVC DRAIN PIPE. 178 LF O CONSTRUCT #1212 BROOKS DRAIN BOX WITH TRAFFIC GRATE 10 CONSTRUCT 6' HIGH BLOCKWALL PER CITY OF SANTA ANA STD. PLAN 113-A, 128 LF PER SEPARATE PERMIT. 11 CONSTRUCT RET. WALL (HEIGHT PER PLAN.) W/6' HIGH BLOCKWALL (STRUCTURAL 128 LF CALCS BY OTHERS) PER SEPARATE PERMIT. 12 CONSTRUCT TRASH ENCLOSURE PER ARCHITECT'S PLANS. 1 EA 13 CONSTRUCT 3.5' HIGH BLOCKWALL PER CITY OF SANTA ANA STD. PLAN 113-A, 40 LF PER SEPARATE PERMIT. 14 CONSTRUCT SUMP PUMP PER DETAIL ON SHEET 2 1 EA 15 CONSTRUCT MWS PER DETAILON SHEET 2 1 EA 16 CONSTRUCT TRENCH CHANNEL DRAIN PER DETAIL ON SHEET 2 2 EA 17 CONSTRUCT 4"0 D.I. FORCE MAIN. 16 LF 18 CONSTRUCT #2424 BROOKS DRAIN BOX WITH SOLID/STEEL COVER PER DETAIL 1 EA 19 CONSTRUCT INLET TYPE I PER CITY OF SANTA ANA STD. PLAN 318 1 EA 20 INSTALL LANDSCAPING PER SEPARATE LANDSCAPE PLANS. 1 LS ENGINEER'S NOTICE TO CONTRACTOR 1. THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITY PIPES OR STRUCTURES SHOWN ON THESE PLANS ARE OBTAINED BY A SEARCH OF THE AVAILABLE RECORDS. THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO PROTECT THE UTILITIES AND STRUCTURES SHOWN AND ANY OTHER LINES OR STRUCTURES NOT OF RECORD OR NOT SHOWN ON THESE PLANS. AND IS RESPONSIBLE FOR THE PROTECTION OF AND ANY DAMAGE TO THESE LINES OR STRUCTURES. 2. THE CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THIS PROJECT, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY; THAT THESE REQUIREMENTS SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS AND THAT THE CONTRACTORS SHALL DEFEND, INDEMNIFY, AND HOLD THE OWNER AND ENGINEER HARMLESS FROM ANY AND ALL LIABILITY REAL OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING FOR LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE OWNER OR THE ENGINEER, OR ANY PUBLIC AGENCY. 3. THE ESTIMATES OF EARTHWORK AND IMPROVEMENT QUANTITIES AS SHOWN HEREON ARE PROVIDED ONLY FOR THE PURPOSE OF SATISFYING CITY PLAN INFORMATION REQUIREMENTS. THE CONTRACTOR SHALL PERFORM AN INDEPENDENT ESTIMATE OF ALL EARTHWORK AND IMPROVEMENT QUANTITIES AND SHALL USE SAME AS A BASIS FOR THIS BID(S) AND CONTRACT(S). 4. THE TOPOGRAPHIC INFORMATION CONTAINED IN THESE PLANS WAS OBTAINED BY AERIAL AND/OR FIELD SURVEY DATA AND DISCREPANCIES BETWEEN PLAN ELEVATIONS AND ACTUAL ELEVATIONS ARE TO BE ANTICIPATED. THE CONTRACTOR SHALL REMAIN ALERT FOR AND PROMPTLY REPORT ANY AND ALL SUBSTANTIAL DISCREPANCIES (SUFFICIENT TO CAUSE A CHANGE IN THE PLANS AND/OR AN INCREASE IN COST(S) TO THE OWNER AND TO THE ENGINEER OF RECORD, AND SHALL NOT PROCEED WITH AN AFFECTED WORK AREA UNTIL DIRECTED TO DO SO BY AN APPROPRIATE OWNER REPRESENTATIVE. EARTHWORK QUANTITIES DESCRIPTION CUT FILL EARTHWORK - 232 CY SUBSIDENCE AT 0.10' - 32 CY SHRINKAGE - 320 CY OVEREXCAVATION * 3,200 CY 3,200 CY IMPORT - 3,784 CY NOTE: INCLUDES SHRINKAGE FACTOR OF 10% FOR REPLACING SOIL BECAUSE OF POOR BEARING CAPACITY FOR THE BUILDING SITE APPROX. DEPTH OF REMOVAL 6 FEET. TOTAL SITE AREA: TOTAL IMPERVIOUS AREA: 0.51 ACRES TOTAL PERVIOUS AREA: 0.24 ACRES BASIS OF BEARING BEARING SHOWN HEREON ARE BASED ON CENTERLINE OF FIRST STREET BEING N89°32'05"W SHOWN ON TRACT NO. 26290, 838/39-42 IN THE CITY OF SANTA ANA, COUNTY OF ORANGE, STATE OF CALIFORNIA. SEE HORIZONTAL CONTROL PLAN. OCS BM SA-314-83 ELEV. 67.783 (2005) FOUND 3 3\4" OCS ALUMINUM BENCHMARK DISK STAMPED "SA-314-83", SET IN THE SOUTHWEST CORNER OF A 4 FT. BY 9 FT CONCRETE CATCH BASIN. MONUMENT IS LOCATED IN THE NORTHEAST CORNER OF THE INTERSECTION OF NEWHOPE STREET AND FIRST STREET, 75 FT. EASTERLY OF THE CENTERLINE OF NEWHOPE STREET AND 39 FT. NORTHERLY OF THE CENTERLINE OF FIRST STREET. MONUMENT IS SET LEVEL WITH THE SIDEWALK SEE PLAN FOR LOCATION OCFA SR# 24002985 DATE DP# 2022-03 SCOTT TRAN SCOTT TRAN AMERICAN PACIFIC INVESTMENTS GROUPS, LLC AMERICAN PACIFIC INVESTMENTS GROUPS, LLC 8642 GARDEN GROVE BOULEVARD 8642 GARDEN GROVE BOULEVARD GARDEN GROVE, CA 92844 GARDEN GROVE, CA 92844 ASSESSOR PARCEL NO. a 198-051-17 TITLE SHEET RESIDENTIAL DEVELOPMENT 322 N HARBOR BLVD., SANTA ANA, CA PUBLIC WORKS AGENCY DATE 1 04-04-24 CITY OF SANTA ANA SHEET 1 OF 6 EXIST. BLOCKWALL _ (REMOVE) PROPOSED t1' HIGH RETAINING WALL W/6' HIGH — BLOCKWALL (PER SEPARATE PERMIT) EXIST. GRADE - - F- L_ VARIES (5.46'-5.47') LANDSCAPE PROPOSED BUILDING �2qIN 120=N- x-J O 73.50FF �6" 0 DRAIN PIPE (INV PER PLAN) SECTION A -A NTS R EXIST. BUILDING (REMOVE) PROPOSED f1' HIGH RETAINING WALL W/6' HIGH BLOCKWALL (PER SEPARATE PERMIT) EXIST. GRADE - SECTION E-E NTS SITE SPECIFIC DATA PROJECT NUMBER 744766-010 PROJECT NAME HARBOR BLVD RESIDENTIAL DEVELOPMENT PROJECT LOCATION SANTA ANA,CA STRUCTURE ID #1 TREATMENT REQUIRED VOLUME BASED (CF) FLOW BASED (CFS) N/A 0.06 TREATMENT HGL AVAILABLE (FT) N/K PEAK BYPASS REQUIRED (CFS) - IF APPLICABLE 1.1 PIPE DATA I.E. MATERIAL DIAMETER INLET PIPE I 70.30 PVC 6" INLET PIPE 2 N/A N/A N/A OUTLET PIPE 68.98 PVC 6" PRETREATMENT BIOFILTRATION DISCHARGE RIM ELEVATION 74.90 74.90 74.90 SURFACE LOAD PEDESTRIAN N/A PEDESTRIAN FRAME & COVER 24" X 42' OPEN PLANTER N/A WETLANDMEDIA VOLUME (CY) 2.16 ORIFICE SIZE (D/A. INCHES) 01.16" NOTES., PRELIMINARY NOT FOR CONSTRUC770N. FOR TO CONFIRM OUTLET INVERT AS IT WAS ADJUSTED TO BETTER F7T MANUFACTURING CAPABILITIES. L' EXIST. BLOCKWALL (PROTECT IN PLACE VARIES (6.34'-6.40') LANDSCAPE PARKING STALL PROPOSED BUILDING Z EXIST. GRADE F Q�P ,� 5%MIN- 73.50FF N 2q� ,. L O �6"0 DRAIN PIPE (INV PER PLAN) SECTION B-B NTS WETLANDYED14 BED DRAIN DOWN LINE PRE-F7LTER CARTRIDGE NDS 2222 GRATE 22"x22" GRATE ADAPTOR FINISH GRADE 27 — 6" DRAIN LINE 6"0 PVC DRAIN -PIPE YARD DRAIN INLET DETAIL N.T.S. PATENTED PERIMETER VOID AREA INLET PIPE LoUflH PIPE SEE NOTES SEE NOTES PLAN VIEW INSIALLAIIUN NUItS 1. CONTRACTOR TO PROVIDE ALL LABOR, EQUIPMENT, MATERIALS AND 74.90 INCIDENTALS REQUIRED TO OFFLOAD AND INSTALL THE SYSTEM AND RIM/FG APPURTENANCES IN ACCORDANCE WITH THIS DRAWING AND THE MANUFACTURERS' SPECIFICATIONS, UNLESS OTHERWISE STATED IN MANUFACTURERS CONTRACT. � 2. UNIT MUST BE INSTALLED ON LEVEL BASE. MANUFACTURER 72.00 RECOMMENDS A MINIMUM 6" LEVEL ROCK BASE UNLESS SPECIFIED BY PEAK HGL - THE PROJECT ENGINEER. CONTRACTOR IS RESPONSIBLE FOR VERIFYING FLOW CONTROL PROJECT ENGINEERS RECOMMENDED BASE SPECIFICATIONS. RISER 4. CONTRACTOR TO SUPPLY AND INSTALL ALL EXTERNAL CONNECTING l�" IN PIPES. ALL PIPES MUST BE FLUSH WITH INSIDE SURFACE OF = Q 0.93 Cfs CONCRETE (PIPES CANNOT INTRUDE BEYOND FLUSH). INVERT OF 25 68,98 OUTFLOW PIPE MUST BE FLUSH WITH DISCHARGE CHAMBER FLOOR. I lE OUT ALL PIPES SHALL BE SEALED WATERTIGHT PER MANUFACTURERS STANDARD CONNECT70N DETAIL. 6" 4'-O Q =0.93 Cfs 6' 25 5. CONTRACTOR RESPONSIBLE FOR INSTALLA77ON OF ALL PIPES, RISERS, MANHOLES, AND HATCHES. CONTRACTOR TO USE GROUT AND/OR BRICKS TO MATCH COVERS WITH FINISHED SURFACE UNLESS SPECIFIED ELEVATION VIEW OTHERWISE. 6. VEGETATION SUPPLIED AND INSTALLED BY OTHERS. ALL UNI7S WITH VEGETATION MUST HAVE DRIP OR SPRAY IRRIGATION SUPPLIED AND INTERNAL BYPASS DISCLOSURE: INSTALLED BY OTHERS. 7. CONTRACTOR RESPONSIBLE FOR CONTACTING 8l0 CLEAN FOR THE DESIGN AND CAPACITY OF THE PEAK CONVEYANCE METHOD TO BE REVIEWED ACTIVATION OF UNIT MANUFACTURER'S WARRANTY IS VOID WITHOUT AND APPROVED BY THE ENGINEER OF RECORD. HGL(S) AT PEAK FLOW SHALL BE PROPER ACTIVATION BY A BIO CLEAN REPRESENTATIVE. ASSESSED TO ENSURE NO UPSTREAM FLOODING PEAK HGL AND BYPASS GENERAL NOTES CAPACITY SHOWN ON DRAWING ARE USED FOR GUIDANCE ONLY. 1. MANUFACTURER TO PROVIDE ALL MATERIALS UNLESS OTHERWISE NOTED. PROPRIETARY AND CONFIDENTTAL: 2. ALL DIMENSIONS, ELEVATIONS, SPECIRC477ONS AND CAPACITIES ARE SUBJECT TO "OD R THE IA'FOW77ON COKAWO 1N WS DOCMENT rS ME SateCHANGE. FOR PROJECT SPECIFIC DRAWINGS DETAILING EXACT DIMENSIONS, WEIGHTSNs �°� OF AR VIREO AND B cGO. RES niu OR Mf AND ACCESSORIES PLEASE CONTACT BID CLEAN. IN AW MWN� WM � THEB CO RU e�'E ro Under ground Service Alert of Southern California Call: TOLL FREE 1-800 422-4133 TWO WORKING DAYS BEFORE YOU DIG REVISIONS NO. DATE INITIALS DESCRIPTIONS STORMWATER BIOFILTRATION SYSTEM (MWS) NTS UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA ATTENTION IS DIRECTED TO THE POSSIBLE EXISTENCE OF UNDERGROUND FACILITIES NOT KNOWN OR IN A LOCATION DIFFERENT FROM THAT WHICH IS SHOWN ON THE PLANS OR IN THE SPECIAL PROVISIONS. THE CONTRACTOR SHALL TAKE STEPS TO ASCERTAIN THE EXACT LOCATION OF ALL UNDERGROUND FACILITIES PRIOR TO DOING WORK THAT MAY DAMAGE SUCH FACILITIES OR INTERFERE WITH THEIR SERVICE. BEFORE EXCAVATING, THE CONTRACTOR SHALL VERIFY THE LOCATION OF UNDERGROUND UTILITIES BY CONTACTING UNDERGROUND SERVICE ALERT AT 1-(800)-422-4133 I REFERENCES IAPPROVEDI PLANS VARIES (6.03'-6.11') EXIST. CHAIN LINK LANDSCAPE FENCE (REMOVE) PROPOSED _ BUILDING PROPOSED 6' HIGH BLOCKWALL (PER I SEPARATE PERMIT) 10 I 73.5OFF 5%MMA- �- a 2% EXIST. PLANTER 20 AX - r O 6"0 DRAIN PIPE EXIST. CURB (INV PER PLAN) (PROTECT IN PLACE) NTS 17"m N DRAIN PIPE INLET TRAFFIC GRATE INLET SFF DRAIN PIPE �� Qu OUTLET *1212 BROOKS DRAIN BOX WITH TRAFFIC GRATE VEGE7A770N--,_ PLANT CIL HATCH ESTABLISHMENT M6914 i 1 6' 6'-0' 7'-D" LEFT END VIEW h i RIGHT END VIEW NTS BENCH MARK PREPARED UNDER THE SUPERVISION OF: OCS BM SA-324-83 ELEV. 67.783 (2005) FOUND 3 3\4" OCS ALUMINUM BENCHMARK DISK STAMPED DV "SA-324-83", SET IN THE SOUTHWEST CORNER OF A 4 FT. BY 9 FT. CONCRETE CATCH BASIN. MONUMENT IS LOCATED IN THE NORTHEAST CORNER OF THE INTERSECTION OF NEWHOPE STREET AND FIRST STREET NORTHERLY OFLTHE CENTERLINE OF FIRSTS EET.75 Fr. OF "ME CENTERLINE OFEMONUMMEENT IS SETS CONSULTANTS , INC. LEVEL WITH THE SIDEWALK CIVIL EN GINEE R S 12371 Lewis St. #203 Garden Grove CA. 92840 P. 714-740-8840 F. 714-740-8842 PROPOSED DEDICATION TO CITY OF SANTA ANA FOR STREET PURPOSES R\W 12, SETBACK PROPOSED 8' 4' 8' BUILDING 2' (If ��j w � U o N 0 w 73.5OFF Q� 2% ° —� 2% —_ PROPOSED SIDEWALK SECTION D-D NTS CITY OF SANTA ANA arming an ui mg ency GRADING CONSTRUCTION NOTES 42'd oApproved °° F R PERMIT ISSUANCE = O3 CONSTRUCT CONC. RECTANGULAR DRAIN EOX (W=2 PER DETAIL THIS SHEET. EXIST. MEDIAN CURB O7 CONSTRUCT YARD DRAIN INLET PER DETAI THIS SHEET. PROPOSED CURB O CONSTRUCT #1212 BROOKS DRAIN BOX WI H TRAFFIC GRATE PER DETAIL THIS SHEET. & GUTTER Ir 14 CONSTRUCT SUMP PUMP PER DETAIL THIS SHa ste r ID: 15 CONSTRUCT MWS PER DETAIL THIS SHEET. 16 CONSTRUCT TRENCH CHANNEL DRAIN PER DEP149'*SHEET. 3" COLD MILL AND 3" ARHM OVERLAY 18 CONSTRUCT #2424 BROOKS DRAIN BOX WITH SOLID/STEEL COVER PER DETAIL THIS SHEET. FULL DEPTH AC COMPACT BASE @ 90% \ MAX DRY DENSITY 2500 PSI CONCRETE 6"x6 W1.4xW1.4 WELDED WIRE MESH 3 RECTANGULAR BOX DRAIN NTS 4" DIA. FORCE MAN 2424 SOLID/STEEL COVER SEAL CONNECTION WITH 2 SACK CEMENT SLURRY CONNECT 2'x4" RECTANGULAR SEAL CONNECTION CONC. DRAIN BOX TO 36%36" WITH 2 SACK BROOKS DRAIN BOX AND SEAL CEMENT SLURRY CONNECTION WITH 2 SACK CEMENT SLURRY *2424 BROOKS DRAIN BOX WITH SOLID/STEEL COVER NTS NO. 34559 E)p9/30/25 (_ R A TF PLAN DIMENSIONS DETERMINED BY GRATE FRAME DIMENSIONS. USE FRAME AS A FORM OWNER APPLICANT: SCOTT TRAN SCOTT TRAN AMERICAN PACIFIC INVESTMENTS GROUPS, LLC AMERICAN PACIFIC INVESTMENTS GROUPS, LLC 8642 GARDEN GROVE BOULEVARD 8642 GARDEN GROVE BOULEVARD GARDEN GROVE, CA 92844 GARDEN GROVE, CA 92844 NOTE: DIG A 24" WIDE X 24" MINIMUM DEPTH TRENCH 6" MIN. WIDE PEDESTRIAN SAFE FRAME & GRATE 3/8" SLOT OPENING. V-7383 ADA COMPLIANT CAST IRON GRATE 3„� ,,7—,4 REBAR ° TOP & BOTTOM 0 0 6» N d J n 24" r - SECTION A -A 16 TRENCH CHANNEL DRAIN DETAIL NTS DP# 2022-03 ASSESSOR PARCEL NO. :198-051-17 DETAIL SHEET RESIDENTIAL DEVELOPMENT 322 N HARBOR BLVD., SANTA ANA, CA PUBLIC WORKS AGENCY DATE 1 04-04-24 CITY OF SANTA ANA SHEET 2 OF 6 SHEET 3 OF 6 CITY OF SANTA ANA anning and buMing Agency ��_o O O 00'o'n CD> �> �� r- c F �r- 6 �38 O oj,, ' O 'z NCD 2 S I %MIN S=� 05\S6n 2%MIN �qINE L) CD pN N 7^o 0C' 00 9� �� CV� �1 v1� F-S89.37'24" 73.40FG �g DS2%MIN 73.00FG > > 3EpFT� ^S y 5% N N 72.60TG-; 7 MIN MI ' F_ 71.221NV TL D0 1 8 4 Z �0 18' TYP. n Q - 06 � 1�FS 1> �\ z - - > f2- CV ------ - --- --R--- r U _ iLO Uj - r ~ B z o B Elf CD n /r � N 4 00 � O Q � 72.60 G 0 18' 23' S S 7 Z m 71.091 5° % MIN Q = ch MN 00 0 4 C0 N 6. 4' cn cn w F" o -R- cn N s oCn �N SETBACK LINE C:) z V) C' I 8 7 72.60TG D 70.921NV 12% MIN 5 ° MN z�N �lJ 6.4 1�FS CD D -� 72.83FG 41 2 7.N N� CD CD CO / 1 l / / (V 1 FIFTH ST EXIST. BUILDING z_z_z_z_z _zN APN: 198-051-16 �SMH I o aN 20' 13 X �I-EXIST. C&G 1❑ 72.78 w �� cnw FS �2°9 11 �� ro N� I 1��r, v E 148.23' Fs s2 19+80.08 JOIN EX, C&G SIDEWALK PROPOSED DCD 11+j I -\ 9 SETBACK LINE 2 LSCD 2 0o I TC ? 8 0 > �� 73.72 2 1 tko� 10' 73.22FS 00 9To �s�fi� < N F � DRIVEWAY _ 6'�s 8' 4' s I 5 ' N C° / r_� \ 74.1OFS 1� %MIN 14 74�05FS 15' O 8' 5 I 8 1\ \J-J 7� S1 1 2.0%� 2.0% �Q : o,`L �g 17 V O 8 o��J g 9.8%I +5 . 1 D E Y P A DS 1 F5 1�'FS 20 ',A Cb a 73.70TG I " A 8, _ =4' 72.571NV �,� 6' VCP 6 CP S„ 6" P -2% TRASH EN - - - - - s SMH s s �ti� sco 73.90FF 1� gtiF 7 .44 r -I r7�3.13P L J �S o� in 2 LS 72.581 N V 1`L 2 6. I o Q6 66 0O b\ 6 68 74.50TC L-(IROOI''EI� i �� 8 73.80FS, o/ 12 J 1 00 ��• S IL D, I �4N L- J BUILDING LINE 0 1 FS FS 0 -�B--- G&--, _ 16 18 23' `� SEE PLUMBING PLANS 1_ ��_ 16 u 72.80TG 9 71.801NV SETBACK LINE1/7� 6"SD S=0.50% 1 2%MIN 73.00FG 2%MIN N ?s�, S89.37'24"E z o in NIO O REVISIONS NO. DATE INITIALS DESCRIPTIONS IAPPROVED 0,0 ® 1 ©M REFERENCES PLANS O 10 '. 1h ono . co _-� LS 18 I VGA � AN LO (n - L=32' �� s,'' '1 �3S 3 6G F�: LS �2.9g I6V xo �3 FS2 73. B Bty 1 3 3 • S F 60 } ti 2 0 AY U R », �. : 72.461NV P R OI ,7 . 2F ( 2' -S .12.9 �2 9 2 g 0 BW 2 7 '2 F N 20 73.42FF LS 1 w LOBBY I' 4» In , ,V .`� a�� , 73.50FF ELEV. a 1. F� 72.75PAD 20 1 �`� r 22 �g TC ELEC. 2.0% � .Q_T .s 'ems 9S 'ems'° MACH. D " - I F 70.151� T° 0 73.5 72.75 CORE PIPE THRU WALL `C�7' �5S lIZ SD-- 50 0% SETBACK LINE 1� S=0.50% "' 73.00FG 2%MIN vu 2%MIN N >m 148.24' fN C)r` / r` 7 OeFoRe roG Under ground ° Service Alert O of Southern California �rrr� Call: TOLL FREE 1-800 422-4133 TWO WORKING DAYS BEFORE YOU DIG 4' WIDE RIGHT-OF-WAY STAIRS LS DEDICATION TO THE qTY OFF OF SANTA ANA FOR PAD 20 O STREET PURPOSES PER I t� SEPARATE DOCUMENT a 12.3' \14 0 �3 LS II� � \v �'" ' '''' \ "� ti�o1 Fo o n I 2 07,.. o 2%MIN ry 2% IMN +8 .08 Y JOIN EX, C&G SIDEWALK 26 SAWCUT & JOIN oo Q > I 2 N CD W 2 I I I /1 20' 13 F1 1F-: EXIST. C&G �1 EXIST. BUILDING I w APN: 198-051-18 WCUT & JOIN �n ofN U U io T WV o w I� z cn Q U Q J U i0 X w I� i lo TMH UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA ATTENTION IS DIRECTED TO THE POSSIBLE EXISTENCE OF UNDERGROUND FACILITIES NOT KNOWN OR IN A LOCATION DIFFERENT FROM THAT WHICH IS SHOWN ON THE PLANS OR IN THE SPECIAL PROVISIONS. THE CONTRACTOR SHALL TAKE STEPS TO ASCERTAIN THE EXACT LOCATION OF ALL UNDERGROUND FACILITIES PRIOR TO DOING WORK THAT MAY DAMAGE SUCH FACILITIES OR INTERFERE WITH THEIR SERVICE. BEFORE EXCAVATING, THE CONTRACTOR SHALL VERIFY THE LOCATION OF UNDERGROUND UTILITIES BY CONTACTING UNDERGROUND SERVICE ALERT AT (800)-422-4133 BENCH MARK OCS BM SA-32+43 ELEV. 67.783 (2005) FOUND 3 3\4" OCS ALUMINUM BENCHMARK DISK STAMPED 'SA-324-83', SET IN THE SOUTHWEST CORNER OF A 4 FT. BY 9 FT. CONCRETE CATCH BASIN. MONUMENT IS LOCATED IN THE NORTHEAST CORNER OF THE INTERSECTION OF NEWHOPE STREET AND FIRST STREET, 75 FT. EASTERLY OF THE CENTERLINE OF NEWHOPE STREET AND 39 FT NORTHERLY OF THE CENTERLINE OF FIRST STREET. MONUMENT IS SET LEVEL WITH THE SIDEWALK PREPARED UNDER THE SUPERVISION OF: CONSULTANTS. INC. C I V I L E N G I N E E R S 12371 Lewis St. #203 Garden Grove CA. 92840 P. 714-740-8840 F. 714-740-8842 CONSTRUCTION LEGEND CONCRETE WALKWAY/APRON ® FULL DEPTH AC FIRST ST 10+00 FIRST ST.= 10+00 HARBOR BLVD FAE Af a GRAPHIC SCALE 10 0 5 10 20 NO. 34559 �F E) 9 30 25 q� aVIL CIFCpL�F ( IN FEET ) i inch = 10 ft. OWNER APPLICANT: SCOTT TRAN SCOTT TRAN AMERICAN PACIFIC INVESTMENTS GROUPS, LLC AMERICAN PACIFIC INVESTMENTS GROUPS, LLC 8642 GARDEN GROVE BOULEVARD 8642 GARDEN GROVE BOULEVARD GARDEN GROVE, CA 92844 GARDEN GROVE, CA 92844 SEWER AND WATER IMPROVEMENTS PER SEPARATE PUBLIC AND PRIVATE SEWER AND WATER IMPROVEMENT PLANS. WATER NOTE - APPROPRIATE PRIVATE BACKFLOW PREVENTER REQUIRED FOR ALL FIRE SERVICE, DOMESTIC AND LANDSCAPE WATER METERS. GRADING CONSTRUCTION NOTES Approved FOR PERMIT ISSUANCE Master ID: Date: O1 CONSTRUCT 6" THICK CONCRETE PAVEMENT. O2 CONSTRUCT 6" CONC. CURB, TYPE B-1 PER CITY OF SANTA ANA STD. PLAN 1101. O3 CONSTRUCT CONC. RECTANGULAR DRAIN BOX (W=2') PER DETAIL ON SHEET 2 O CONSTRUCT 4"0 SDR35 PVC DRAIN PIPE. O5 CONSTRUCT CONC. SIDEWALK PER CITY STD. PLAN 1104. O6 REMOVE EXIST. BLOCKWALL/CHAIN LINK FENCE/WOOD FENCE. O7 CONSTRUCT YARD DRAIN INLET PER DETAIL ON SHEET 2 O8 CONSTRUCT 6"0 SDR35 PVC DRAIN PIPE. O9 CONSTRUCT #1212 BROOKS DRAIN BOX WITH TRAFFIC GRATE PER DETAIL ON SHEET 2 10 CONSTRUCT 6' HIGH BLOCKWALL PER CITY OF SANTA ANA STD. PLAN 113-A, PER SEPARATE PERMIT. 11 CONSTRUCT RET. WALL (HEIGHT PER PLAN.) W/6' HIGH BLOCKWALL (STRUCTURAL CALCS BY OTHERS) PER SEPARATE PERMIT. 12 CONSTRUCT TRASH ENCLOSURE PER ARCHITECT'S PLANS. 13 CONSTRUCT 3.5' HIGH BLOCKWALL PER CITY OF SANTA ANA STD. PLAN 113-A, PER SEPARATE PERMIT. 14 CONSTRUCT SUMP PUMP PER DETAIL ON SHEET 3 15 CONSTRUCT MWS PER DETAIL ON SHEET 2 16 CONSTRUCT TRENCH CHANNEL DRAIN PER DETAIL ON SHEET 2 17 CONSTRUCT 4"0 D.I. FORCE MAIN. 18 CONSTRUCT #2424 BROOKS DRAIN BOX WITH SOLID/STEEL COVER PER DETAIL ON SHEET 2 19 CONSTRUCT INLET TYPE I PER CITY OF SANTA ANA STD. PLAN 318 20 INSTALL LANDSCAPING PER SEPARATE LANDSCAPE PLANS. DISPOSITION NOTE PROTECT IN PLACE SEE SHEET 2 FOR DETAIL/SECTIONS SEE SHEET 4 FOR HORIZONTAL CONTROL DP# 2022-03 ASSESSOR PARCEL NO. :198-051-17 PRECISE GRADING PLAN RESIDENTIAL DEVELOPMENT 322 N HARBOR BLVD., SANTA ANA, CA PUBLIC WORKS AGENCY DATE 1 04-04-24 CITY OF SANTA ANA SHEET 4 OF 6 1 X 2 6"S -® GRAVEL BAGS (T(P) 1 CV I 0 0 a C N 0 C) hh I II 0 I GRAVEL BAGS (TYP) 1 LL 6"SD 1 f2----------- S8903724"E S89°37'24"E 73.90FF r -1F 73,13P_AD=; L_ -(IZOOFE IO) L — J r—� n EROSION CONTROL NOTES 1. INSTALL CONSTRUCTION DUMPSTER AND MATERIAL DISPOSAL AREA PER CASQA BMP WM-5 SOLID WASTE MANAGMENT. CONTRACTOR TO LOCATE DURING CONSTRUCTION. 2. PROVIDE TEMPORARY SANITARY FACILITIES AND SECONDARY CONTAINMENT PER CASQA BMP WM-9 SANITARY SEPTIC WASTE MANAGEMENT. CONTRACTOR TO LOCATE DURING CONSTRUCTION. 3. PROVIDE EQUIPMENT MAINTENANCE AREA AND MATEIAL STORMAGE AREA PER CASQA BMP NS-10 VEHICLE AND EQUIPMENT MAINTENANCE AND WM-1 MATERIAL DELIVERY AND STORAGE. CONTRACTOR TO LOCATE DURING CONSTRUCTION. 4. PROVIDE LINED CONCRETE WASHOUT BASIN AND EQUIPMENT CLEANUP AREA PER CASQA BMP WM-8 AND BMP NS-8. 5. PERFORM STREET SWEEPING AND VACUUMING PER CASQA BMP SE-7 STREET SWEEPING, AS NECESSARY. 6. STABILIZE ALL EXPOSED SOILS PER CASQA BMP WE-1. O�Fooe y�I-VG Unground u� fl Service Alert of Southern California �i Call: TOLL FREE 1-800 422-4133 TWO WORKING DAYS BEFORE YOU DIG NO. I DATE I INITIALS REVISIONS DESCRIPTIONS UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA ATTENTION IS DIRECTED TO THE POSSIBLE EXISTENCE OF UNDERGROUND FACILITIES NOT KNOWN OR IN A LOCATION DIFFERENT FROM THAT WHICH IS SHOWN ON THE PLANS OR IN THE SPECIAL PROVISIONS. THE CONTRACTOR SHALL TAKE STEPS TO ASCERTAIN THE EXACT LOCATION OF ALL UNDERGROUND FACILITIES PRIOR TO DOING WORK THAT MAY DAMAGE SUCH FACILITIES OR INTERFERE WITH THEIR SERVICE. BEFORE EXCAVATING, THE CONTRACTOR SHALL VERIFY THE LOCATION OF UNDERGROUND UTILITIES BY CONTACTING UNDERGROUND SERVICE ALERT AT (800)-422-4133 APPROVED REFERENCES PLANS 0 a GRAVEL BAGS (TYP) o II a®o 0o o®o — 6"SD EXIST. BUILDING A I APN: 198-051-16 SMH 148.23' STABILIZED ENTRANCE 1 \ J-J 1X2 �L O 73.42FF LOBBY w cn o 73.50FF ELEV. o 72.75PAD ' �, ELEC. MACH. STAIRS I w 73.50FF � I o 72.75PAD 4.111 2 w ,CCN z 1 2 EXIST. BUILDING A APN: 198-051-18 BENCH MARK OCS BM SA-324-83 ELEV. 67.783 (2005) FOUND 3 3\4" OCS ALUMINUM BENCHMARK DISK STAMPED "SA-324-83", SET IN THE SOUTHWEST CORNER OF A 4 FT. BY 9 FT. CONCRETE CATCH BASIN. MONUMENT IS LOCATED IN THE NORTHEAST CORNER OF THE INTERSECTION OF NEWHOPE STREET AND FIRST STREET 75 FT. EASTERLY OF THE CENTERLINE OF NEWHOPE STREET AND 39 FT NORTHERLY OF THE CENTERLINE OF FIRST STREET. MONUMENT IS SET LEVEL WITH THE SIDEWALK iI E>qj9 30 25 /4� PREPARED UNDER THE SUPERVISION OF: DMv S CONSULTANTS, INC. CIVIL EN GINEE R S 12371 Lewis St. #203 Garden Grove CA. 92840 P. 714-740-8840 F. 714-740-8842 lil Q II Ld II II I v i IEXIST. X w 11 11 , 4 II Y Q II I w II I II I Iri EXIST. w II I I II II II I of I I � II J m &G II T N II II I U LO II II I I� W —w— I —w ILL— II I I II WV I I I II II II I I II I I J � II N II II I LO r I II I II II w M I< J z II 0 (0 � N Im Mt I I - CD z O Ln II w I N m 1 W = II I I II ii II I I I I I II II II II I I oI �I N I I � ►n I I I II II II I I I I C&G I I I I II II II II II II II II II I I I I I GRAPHIC SCALE 10 0 5 10 2( ( IN FEET ) 1 inch = 10 ft. CITY OF SANTA ANA anning an ul Ing ency CONSTRUCTION NOTES O1 INSTALL GRAVEL BAGS, 2 BAGS HIGH PER CAS A SE-6, SE-10 & DETAIL THIS SHEET. O2 INSTALL 6' HIGH TEMPORARY FENCE WITH GREffi SCREEN PER CAA - eT O3 CONSTRUCT STABILIZED CONSTRUCTION ENTRAN E PER CASQA TCH1, -2 & DETAIL THIS SHEET. FOR PERMIT ISSUACE O4 INSTALL TEMPORARY AC RAMP PER CASQA NS 4 & DETAIL THIS SHEET O5 INSTALL 20' WIDE SECURITY GATE Master ID: CRUSHED AGGREGATE D te• A GREATER THAN 3" BUT � B SMALLER THAN 6". T CORRUGATED . STEEL PANELS m TEMPORARY AC RAMP 1 04 w MATCH EXISTING GRADE 25' 3 STABILIZED CONSTRUCTION ENTRANCE DETAIL NTS CRUSHED AGGREGATE GREATER CORRUGATED STEEL PANELS—\ THAN 3" BUT SMALLER THAN 6". 12"MIN, UNLESS OTHERWISE SPECIFIED BY SOILS ENGINEER SECTION A —A NTS CRUSHED AGGREGATE GREATER THAN 3" BUT SMALLER THAN 6". ORIGINAL GRADE 12"MIN, UNLESS OTHERWISE FILTER FABRIC SPECIFIED BY SOILS ENGINEER SECTION B-B NTS 1PORARY FENCE SCREEN GRi SINC 2 TEMPORARY FENCING DETAIL NTS OWNER APPLICANT: SCOTT TRAN SCOTT TRAN AMERICAN PACIFIC INVESTMENTS GROUPS, LLC AMERICAN PACIFIC INVESTMENTS GROUPS, LLC 8642 GARDEN GROVE BOULEVARD 8642 GARDEN GROVE BOULEVARD GARDEN GROVE, CA 92844 GARDEN GROVE, CA 92844 2 GRAVELBAG HIGH P\— MIN. FOR ALL STORM DRAIN INLETS GRAVELBAG AT STORM DRAIN INLET DETAIL 1 TYPICAL GRAVEL BAG DETAIL NTS SECTION D—D NTS 24 HOUR CONTACT IN CASE OF EMERGENCY PLEASE CALL MR. LINH BUI PH: 714-318-7838 DP# 2022-03 ASSESSOR PARCEL NO. a 198-051-17 EROSION CONTROL PLAN RESIDENTIAL DEVELOPMENT 322 N HARBOR BLVD., SANTA ANA, CA PUBLIC WORKS AGENCY DATE 1 04-04-24 CITY OF SANTA ANA SHEET 60F6 3 Corporate Park, Suite 270, Irvine, California 92606 Office (949) 221-0900 Email: global@globalgeo.net June 11, 2024 Project 9230-04 DMS Consultants, Inc. 12377 Lewis Street, Suite 101 Garden Grove, California 92840 Attention: Mr. Surender Dewan, P. E. President Subject: Geotechnical Report Update Proposed 4-story Mixed-Use Building 322 N. Harbor Boulevard Santa Ana, California Reference: Global Geo-Engineering, Inc. – Supplemental Geotechnical Investigation, Proposed 4-story Mixed-Use Building, 322 N. Harbor Boulevard, Santa Ana, California Project 9230-04 dated December 17, 2021 Dear Mr. Dewan: 1. INTRODUCTION a) At your request, we are providing this report update for the proposed development in the city of Santa Ana, California. b) The subject site was investigated, from a geotechnical point of view, by our firm in 2021. The investigation included drilling three borings to depths ranging from 25 feet to 51.5 feet below the existing grade, collecting and testing representative samples to determine the engineering properties and providing design and construction related geotechnical recommendations. The results of our investigation were provided in the referenced report dated December 17, 2021. 2. Existing Site Conditions We understand that the conditions have not changed significantly since our field exploration in December 2021. 3. Conclusions and Recommendations a) The recommendations provided in the referenced report generally remain applicable. GLOBAL GEO-ENGINEERING, INC. DMS Consultants, Inc. June 11, 2024 Project 9230-04 Page 2 b) The recommendations provided in the referenced report comply with 2022 CBC. c)For seismic design of the proposed project in accordance with ASCE 7-16 Standard (Source – USGS Website), we recommend the following: ITEM VALUE Site Longitude (Decimal-degrees) -117.92045 Site Latitude (Decimal-degrees) 33.74784 Site Class D Seismic Risk Category II Peak Ground Acceleration, PGA 0.563g Peak Ground Acceleration (Modified), PGAM 0.619g Mapped Spectral Response Acceleration-Short Period (0.2 Sec) - SS 1.320 Mapped Spectral Response Acceleration-1 Second Period – S1 0.470 Short Period Site Coefficient-Fa 1.00 Long Period Site Coefficient Fv 1.83 Adjusted Spectral Response Acceleration @ 0.2 Sec. Period (Sms) 1.320 Adjusted Spectral Response Acceleration @ 1Sec.Period (Sm1) 0.860 Design Spectral Response Acceleration @ 0.2 Sec. Period (SDs) 0.880 Design Spectral Response Acceleration @ 1-Sec. Period (SD1) 0.574 The opportunity to be of service is sincerely appreciated. If you have any questions or if we can be of further assistance, please call. Very truly yours, GLOBAL GEO-ENGINEERING, INC. Mohan B. Upasani Principal Geotechnical Engineer RGE 2301 (Exp. March 31, 2025) Enclosures: Terms and Conditions DMS Consultants, Inc. June 11, 2024 Project 9230-04 Page 3 TERMS AND CONDITIONS OF AUTHORIZATION Consultant shall serve Client by providing professional counsel and technical advice regarding subsurface conditions consistent with the scope of services agreed-to between the parties. Consultant will use his professional judgment and will perform his services using that degree of care and skill ordinarily exercised under similar circumstances, by reputable foundation engineers and/or engineering geologists practicing in this or similar localities.  In assisting Client, the Consultant may include or rely on information and drawings prepared by others for the purpose of clarification, reference or bidding; however, by including the same, the Consultant assumes no responsibility for the information shown thereon and Client agrees that Consultant is not responsible for any defects in its services that result from reliance on the information and drawings prepared by others. Consultant shall not be liable for any incorrect advice; judgment or decision based on any inaccurate information furnished by the Client or any third party, and Client will indemnify Consultant against claims, demands, or liability arising out of, or contribute to, by such information.  Unless otherwise negotiated in writing, Client agrees to limit any and all liability, claim for damages, cost of defense, or expenses to be levied against Consultant on account of design defect, error, omission, or professional negligence to a sum not to exceed ten thousand dollars or charged fees whichever is less. Further, Client agrees to notify any construction contractor or subcontractor who may perform work in connection with any design, report, or study prepared by Consultant of such limitation of liability for design defects, errors, omissions, or professional negligence, and require as a condition precedent to their performing the work a like limitation of liability on their part as against the Consultant. In the event the Client fails to obtain a like limitation of liability provision as to design defects, errors, omissions or professional negligence, any liability of the Client and Consultant to such contractor or subcontractor arising out of a negligence shall be allocated between Client and Consultant in such a manner that the aggregate liability of Consultant for such design defects to all parties, including the Client shall not exceed ten thousand dollars or charged fees whichever is less. No warranty, expressed or implied of merchantability or fitness, is made or intended in connection with the work to be performed by Consultant or by the proposal for consulting or other services or by the furnishing of oral or written reports or findings made by Consultant.  The Client agrees, to the fullest extent permitted by law, to indemnify, defend and hold harmless the Consultant, its officers, directors, employees, agents and subconsultants from and against all claims, damages, liabilities or costs, including reasonable attorney’s fees and defense costs, of any nature whatsoever arising from or in connection with the Project to the extent that said claims, damages, liabilities or costs arise out of the work, services, or conduct of Client or Client’s contractors, subconsultants, or other third party not under Consultant’s control. Client further agrees that the duty to defend set forth herein arises immediately and is not contingent on a finding of fault against Client or Client’s contractors, subconsultants, or other third parties. Client shall not be obligated under this provision to indemnify Consultant for Consultant’s sole negligence or willful misconduct.  Client shall grant free access to the site for all necessary equipment and personnel and Client shall notify any and all possessors of the project site that Client has granted Consultant free access to the project site at no charge to Consultant unless expressly agreed to otherwise in writing.  If Client is not the property owner for the subject Project, Client agrees that it will notify the property owner of the terms of this agreement and obtain said property owner’s approval to the terms and conditions herein. Should Client fail to obtain the property owner’s agreement as required herein, Client agrees to be solely responsible to Consultant for all damages, liabilities, costs, including litigation fees and costs, arising from such failure that exceed that limitation of Consultant’s liability herein.  Client shall locate for Consultant and shall assume responsibility for the accuracy of his representations as to the locations of all underground utilities and installations. Consultant will not be responsible for damage to any such utilities or installation not so located.  Client and Consultant agree to waive claims against each other for consequential damages arising out of or relating to this agreement. Neither party to this agreement shall assign the contract without the express, written consent of the other party.  Consultant agrees to cover all open test holes and place a cover to carry a 200-pound load on each hole prior to leaving project site unattended. Consultant agrees that all test holes will be backfilled upon completion of the job. However, Client may request test holes to remain open after completion of Consultants work. In the event Client agrees to pay for all costs associated with covering and backfilling said test holes at a later date, and Client shall indemnify, defend and hold harmless Consultant for all claims, demands and liabilities arising from his request, except for the sole negligence of the Consultant, to the extent permitted by law.  Consultant shall not be responsible for the general safety on the job or for the work of Client, other contractors and third parties.  Consultant shall be excused for any delay in completion of the contract caused by acts of God, acts of the Client or Client’s agent and/or contractors, inclement weather, labor trouble, acts of public utilities, public bodies, or inspectors, extra work, failure of Client to make payments promptly, or other contingencies unforeseen by Consultant and beyond reasonable control of the Consultant.  In the event that either party desires to terminate this contract prior to completion of the project, written notification of such intention to terminate must be tendered to the other party. In the event Client notifies Consultant of such intention to terminate Consultant’s services prior to completion of the contract, Consultant reserves the right to complete such analysis and records as are necessary to place files in order, to dispose of samples, put equipment in order, and (where considered necessary to protect his professional reputation) to complete a report on the work performed to date. In the event that Consultant incurs cost in Client’s termination of this Agreement, a termination charge to cover such cost shall be paid by Client.  If the Client is a corporation, the individual or individuals who sign or initial this Contract, on behalf of the Client, guarantee that Client will perform its duties under this Contract. The individual or individuals so signing or initialing this Contract warrant that they are duly authorized agents of the Client.  Any notice required or permitted under this Contract may be given by ordinary mail at the address contained in this Contract, but such address may be changed by written notice given by one party to the other from time to time. Notice shall be deemed received in the ordinary course of the mail. This agreement shall be deemed to have been entered into the County of Orange, State of California. LIMITATIONS Our findings, interpretations, analyses, and recommendations are professional opinions, prepared and presented in accordance with generally accepted professional practices and are based on observation, laboratory data and our professional experience. Consultant does not assume responsibili ty for the proper execution of the work by others by undertaking the services being provided to Client under this agreement and shall in no way be responsible for the deficiencies or defects in the work performed by others not under Consultant’s direct control. No other warranty herein is expressed or implied. Registration Number:Registration Date/Time: HERS Provider: CA Building Energy Efficiency Standards 2022 Lowrise Multifamily Compliance Report Version: 2022.0.000 Schema Version: rev 20220601 Report Generated: 2024-06-21 10:09:20 Compliance ID: EnergyPro-30082-0624-0004 CERTIFICATE OF COMPLIANCE - LOWRISE MULTIFAMILY MIXED USE PERFORMANCE COMPLIANCE METHOD LMCC-PRF-01-E Lowrise Multifamily Mixed Use Performance Compliance Method (Page 1 of 48) Project Name: 240022 Date Prepared: 2024-06-21 A. General Information 1 Project Name 240022 2 Run Title Title 24 Analysis 3 Project Location 322 N.HARBOR BLVD, 4 City SANTA ANA 5 Standards Version Compliance 2022 6 Zip code 92703 7 Compliance Software (version)EnergyPro 9.3 8 Climate Zone 8 9 Building Orientation (deg)0 10 Building Type(s)• Multifamily 3 stories 11 Weather File COSTA-MESA-WAYNE_STYP20.epw 12 Project Scope • New complete scope 13 Number of Dwelling Units 23 14 Total Conditioned Floor Area in Scope (ft2)25660 15 Total # of hotel/motel rooms 0 16 Total Unconditioned Floor Area (ft2)3526 17 Fuel Type Natural gas 18 Nonresidential Conditioned Floor Area 0 19 Total # of Stories (Habitable Above Grade)1 20 Residential Conditioned Floor Area 25660 424-F010311382A-000-000-0000000-0000 12/11/2024 14:51 CHEERS NOTICE: This document has been generated by California Home Energy Efficiency Rating Services (CHEERS) using information uploaded by third parties not affiliated with or related to CHEERS. Therefore, CHEERS is not responsible for, and cannot guarantee, the accuracy or completeness of the information contained in this document. CERTIFICATE OF COMPLIANCE - LOWRISE MULTIFAMILY MIXED USE PERFORMANCE COMPLIANCE METHOD LMCC-PRF-01-E Lowrise Multifamily Mixed Use Performance Compliance Method (Page 2 of 48) Registration Number:Registration Date/Time: HERS Provider: CA Building Energy Efficiency Standards 2022 Lowrise Multifamily Compliance Report Version: 2022.0.000 Schema Version: rev 20220601 Report Generated: 2024-06-21 10:09:20 Compliance ID: EnergyPro-30082-0624-0004 B. PROJECT SUMMARY Table B shows which building components are included in the performance calculation. If indicated as not included, the project must show compliance prescriptively if within the permit application. Building Components Complying via Performance Building Components Complying Prescriptively Envelope (See Table G) Nonres Not Included Solar Thermal Water Heating (See Table I3) Performance The following building components are ONLY eligible for prescriptive compliance and should be documented on the LMCC form listed if within the scope of the permit application (i.e. compliance will not be shown on the LMCC-PRF-E).MultiFam Performance Not Included Mechanical (See Table H) Nonres Not Included Covered Process: Commercial Kitchens (see Table J) Performance Indoor Lighting (Unconditioned) 140.6 & 170.2(e) LMCC-LTI-01E is required MultiFam Performance Not Included Outdoor Lighting 140.7 & 170.2(e)LMCC-LTO-01E is required Domestic Hot Water (See Table I) Nonres Not Included Covered Process: Laboratory Exhaust (see Table J) Performance Sign Lighting 140.8 & 170.2(e)LMCC-LTS-01E is required MultiFam Performance Not Included Building Components Complying with Mandatory Measures Lighting (Indoor Conditioned, see Table K) Nonres Not Included Photovoltaics (see Table F) Performance Electrical power systems, commissioning, solar ready, elevator and escalator requirements are mandatory and should be documented on the LMCC form listed if applicable (i.e. compliance will not be shown on the LMCC-PRF-E.) MultiFam Performance Not Included Electrical Power Distribution 110.11 LMCC-ELC-01E is required Battery (see Table F) Performance Commissioning 120.8 LMCC-CXR-01E is required Not Included Solar and Battery 110.10 LMCC-SAB-01E is required 424-F010311382A-000-000-0000000-0000 12/11/2024 14:51 CHEERS NOTICE: This document has been generated by California Home Energy Efficiency Rating Services (CHEERS) using information uploaded by third parties not affiliated with or related to CHEERS. Therefore, CHEERS is not responsible for, and cannot guarantee, the accuracy or completeness of the information contained in this document. CERTIFICATE OF COMPLIANCE - LOWRISE MULTIFAMILY MIXED USE PERFORMANCE COMPLIANCE METHOD LMCC-PRF-01-E Lowrise Multifamily Mixed Use Performance Compliance Method (Page 3 of 48) Registration Number:Registration Date/Time: HERS Provider: CA Building Energy Efficiency Standards 2022 Lowrise Multifamily Compliance Report Version: 2022.0.000 Schema Version: rev 20220601 Report Generated: 2024-06-21 10:09:20 Compliance ID: EnergyPro-30082-0624-0004 C1. COMPLIANCE SUMMARY COMPLIES3 Time Dependent Valuation (TDV)Source Energy Use Efficiency1 (kBtu/ft2 - yr)Total2 (kBtu/ft2 - yr)Total2 (kBtu/ft2 - yr) Standard Design 125.45 67.1 8.91 Proposed Design 105.61 66.05 7.7 Compliance Margins 19.84 1.05 1.21 Pass Pass Pass 1 Efficiency measures include improvements like a better building envelope and more efficient equipment 2 Compliance Totals include efficiency, photovoltaics and batteries 3 New Construction, Complete Addition Scope: Building complies when all efficiency and total compliance margins are greater than or equal to zero and unmet load hour limits are not exceeded Existing, Addition and Alteration Scope: Building complies when efficiency compliance margin is greater than or equal to zero and unmet load hour limits are not exceeded 424-F010311382A-000-000-0000000-0000 12/11/2024 14:51 CHEERS NOTICE: This document has been generated by California Home Energy Efficiency Rating Services (CHEERS) using information uploaded by third parties not affiliated with or related to CHEERS. Therefore, CHEERS is not responsible for, and cannot guarantee, the accuracy or completeness of the information contained in this document. CERTIFICATE OF COMPLIANCE - LOWRISE MULTIFAMILY MIXED USE PERFORMANCE COMPLIANCE METHOD LMCC-PRF-01-E Lowrise Multifamily Mixed Use Performance Compliance Method (Page 4 of 48) Registration Number:Registration Date/Time: HERS Provider: CA Building Energy Efficiency Standards 2022 Lowrise Multifamily Compliance Report Version: 2022.0.000 Schema Version: rev 20220601 Report Generated: 2024-06-21 10:09:20 Compliance ID: EnergyPro-30082-0624-0004 C2. TDV ENERGY COMPLIANCE RESULTS FOR PERFORMANCE COMPONENTS (Annual TDV Energy Use, kBtu/ft 2 - yr) COMPLIES2 Energy Component Standard Design (TDV)Proposed Design (TDV)Compliance Margin (TDV)1 Space Heating 3.12 5.15 -2.03 Space Cooling 22.16 22.16 0 Indoor Fans 39.47 18.79 20.68 Heat Rejection 0 0 0 Pumps & Misc.0.1 0.13 -0.03 Domestic Hot Water 14.91 13.69 1.22 Indoor Lighting 45.69 45.69 0 Flexibility --------- EFFICIENCY COMPLIANCE TOTAL 125.45 105.61 19.84 (15.8%) Photovoltaics -58.35 -39.56 -18.79 Batteries --------- TOTAL COMPLIANCE 67.1 66.05 1.05 (1.6%) 1 Notes: This number in parenthesis following the Compliance Margin in column 4, represents the Percent Better than Standard. 424-F010311382A-000-000-0000000-0000 12/11/2024 14:51 CHEERS NOTICE: This document has been generated by California Home Energy Efficiency Rating Services (CHEERS) using information uploaded by third parties not affiliated with or related to CHEERS. Therefore, CHEERS is not responsible for, and cannot guarantee, the accuracy or completeness of the information contained in this document. CERTIFICATE OF COMPLIANCE - LOWRISE MULTIFAMILY MIXED USE PERFORMANCE COMPLIANCE METHOD LMCC-PRF-01-E Lowrise Multifamily Mixed Use Performance Compliance Method (Page 5 of 48) Registration Number:Registration Date/Time: HERS Provider: CA Building Energy Efficiency Standards 2022 Lowrise Multifamily Compliance Report Version: 2022.0.000 Schema Version: rev 20220601 Report Generated: 2024-06-21 10:09:20 Compliance ID: EnergyPro-30082-0624-0004 C3. TDV ENERGY RESULTS FOR NON-REGULATED COMPONENTS1 Non-Regulated Energy Component Standard Design (TDV)Proposed Design (TDV)Compliance Margin (TDV)1 Receptacle 34.07 34.07 --- Process 28.09 28.12 -0.03 Other Ltg 5.94 5.94 --- Process Motors --------- TOTAL (TOTAL COMPLIANCE + NON-REGULATED COMPONENTS)135.2 134.18 1.02 (0.8%) 1 Notes: This table is not used for Energy Code Compliance. 424-F010311382A-000-000-0000000-0000 12/11/2024 14:51 CHEERS NOTICE: This document has been generated by California Home Energy Efficiency Rating Services (CHEERS) using information uploaded by third parties not affiliated with or related to CHEERS. Therefore, CHEERS is not responsible for, and cannot guarantee, the accuracy or completeness of the information contained in this document. CERTIFICATE OF COMPLIANCE - LOWRISE MULTIFAMILY MIXED USE PERFORMANCE COMPLIANCE METHOD LMCC-PRF-01-E Lowrise Multifamily Mixed Use Performance Compliance Method (Page 6 of 48) Registration Number:Registration Date/Time: HERS Provider: CA Building Energy Efficiency Standards 2022 Lowrise Multifamily Compliance Report Version: 2022.0.000 Schema Version: rev 20220601 Report Generated: 2024-06-21 10:09:20 Compliance ID: EnergyPro-30082-0624-0004 C4. SOURCE ENERGY COMPLIANCE RESULTS FOR PERFORMANCE COMPONENTS (Annual SOURCE Energy Use, kBtu/ft 2 /yr) COMPLIES2 Energy Component Standard Design (SOURCE)Proposed Design (SOURCE)Compliance Margin (SOURCE)1 Space Heating 0.43 0.73 -0.3 Space Cooling 0.91 0.81 0.1 Indoor Fans 3.61 1.6 2.01 Heat Rejection 0 0 0 Pumps & Misc.0.01 0.02 -0.01 Domestic Hot Water 1.38 1.3 0.08 Indoor Lighting 4.35 4.35 0 Flexibility --------- EFFICIENCY COMPLIANCE TOTAL 10.69 8.81 1.88 (17.6%) Photovoltaics -1.78 -1.11 -0.67 Batteries --------- TOTAL COMPLIANCE 8.91 7.7 1.21 (13.6%) 1 Notes: This number in parenthesis following the Compliance Margin in column 4, represents the Percent Better than Standard. 424-F010311382A-000-000-0000000-0000 12/11/2024 14:51 CHEERS NOTICE: This document has been generated by California Home Energy Efficiency Rating Services (CHEERS) using information uploaded by third parties not affiliated with or related to CHEERS. Therefore, CHEERS is not responsible for, and cannot guarantee, the accuracy or completeness of the information contained in this document. CERTIFICATE OF COMPLIANCE - LOWRISE MULTIFAMILY MIXED USE PERFORMANCE COMPLIANCE METHOD LMCC-PRF-01-E Lowrise Multifamily Mixed Use Performance Compliance Method (Page 7 of 48) Registration Number:Registration Date/Time: HERS Provider: CA Building Energy Efficiency Standards 2022 Lowrise Multifamily Compliance Report Version: 2022.0.000 Schema Version: rev 20220601 Report Generated: 2024-06-21 10:09:20 Compliance ID: EnergyPro-30082-0624-0004 C5. SOURCE ENERGY RESULTS FOR NON-REGULATED COMPONENTS1 Non-Regulated Energy Component Standard Design (SOURCE)Proposed Design (SOURCE)Compliance Margin (SOURCE)1 Receptacle 3.35 3.35 --- Process 4.26 4.26 --- Other Ltg 0.63 0.63 --- Process Motors --------- TOTAL ( TOTAL COMPLIANCE + NON-REGULATED COMPONENTS)17.15 15.94 1.21 (7.1%) 1 Notes: This table is not used for Energy Code Compliance. C6. 'ABOVE CODE' QUALIFICATIONS This project is pursuing CalGreen Tier 1 This project is pursuing CalGreen Tier 2 424-F010311382A-000-000-0000000-0000 12/11/2024 14:51 CHEERS NOTICE: This document has been generated by California Home Energy Efficiency Rating Services (CHEERS) using information uploaded by third parties not affiliated with or related to CHEERS. Therefore, CHEERS is not responsible for, and cannot guarantee, the accuracy or completeness of the information contained in this document. CERTIFICATE OF COMPLIANCE - LOWRISE MULTIFAMILY MIXED USE PERFORMANCE COMPLIANCE METHOD LMCC-PRF-01-E Lowrise Multifamily Mixed Use Performance Compliance Method (Page 8 of 48) Registration Number:Registration Date/Time: HERS Provider: CA Building Energy Efficiency Standards 2022 Lowrise Multifamily Compliance Report Version: 2022.0.000 Schema Version: rev 20220601 Report Generated: 2024-06-21 10:09:20 Compliance ID: EnergyPro-30082-0624-0004 C7. ENERGY USE SUMMARY Energy Component Standard Design Site (MWh) Proposed Design Site (MWh) Margin (MWh)Standard Design Site (MBtu) Proposed Design Site (MBtu) Margin (MBtu) Space Heating 2.7 4.4 -1.7 --------- Space Cooling 11.8 12.1 -0.3 --------- Indoor Fans 37 16.5 20.5 --------- Heat Rejection ------------------ Pumps & Misc.0.1 0.1 0 --------- Domestic Hot Water 15.4 14.1 1.3 --------- Indoor Lighting 44.1 44.1 0 --------- Flexibility ------------------ EFFICIENCY TOTAL 111.1 91.3 19.8 0 0 0 Photovoltaics -68.5 -42.3 -26.2 --------- Batteries ------------------ ENERGY USE SUBTOTAL 42.6 49 -6.4 0 0 0 Receptacle 31.7 31.7 0 --------- Process 16.3 16.4 -0.1 80.5 80.5 0 Other Ltg 5.2 5.2 0 --------- Process Motors ------------------ ENERGY USE TOTAL 95.8 102.3 -6.5 80.5 80.5 0 424-F010311382A-000-000-0000000-0000 12/11/2024 14:51 CHEERS NOTICE: This document has been generated by California Home Energy Efficiency Rating Services (CHEERS) using information uploaded by third parties not affiliated with or related to CHEERS. Therefore, CHEERS is not responsible for, and cannot guarantee, the accuracy or completeness of the information contained in this document. CERTIFICATE OF COMPLIANCE - LOWRISE MULTIFAMILY MIXED USE PERFORMANCE COMPLIANCE METHOD LMCC-PRF-01-E Lowrise Multifamily Mixed Use Performance Compliance Method (Page 9 of 48) Registration Number:Registration Date/Time: HERS Provider: CA Building Energy Efficiency Standards 2022 Lowrise Multifamily Compliance Report Version: 2022.0.000 Schema Version: rev 20220601 Report Generated: 2024-06-21 10:09:20 Compliance ID: EnergyPro-30082-0624-0004 C8. ENERGY USE INTENSITY (EUI) Standard Design (kBtu/ft2 / yr)Proposed Design (kBtu/ft2 / yr)Margin (kBtu/ft2 / yr)Margin Percentage GROSS EUI1 21.97 19.66 2.31 10.51 NET EUI1 13.96 14.72 -0.76 -5.44 1 Notes: Gross EUI is Energy Use Total (not including PV)/Total Building Area. Net EUI is Energy Use Total (including PV)/Total Building Area. D1. EXCEPTIONAL CONDITIONS • PV/Battery Building Type has been modified from software defaults for one or more spaces. Review project’s PV/Battery Building Type(s) with documentation author. Refer to Energy Code section 140.10 for Nonresidential or 170.2(g) for more information. D2. MULTIFAMILY REQUIRED SPECIAL FEATURES • Indoor air quality, balanced fan • IAQ Ventilation System: supply outside air inlet, filter, and H/ERV cores accessible per RACM Reference Manual • IAQ Ventilation System: fault indicator display • Variable capacity heat pump compliance option (verification details from VCHP Staff report, Appendix B, and RA3) • Northwest Energy Efficiency Alliance (NEEA) rated heat pump water heater; specific brand/model, or equivalent, must be installed 424-F010311382A-000-000-0000000-0000 12/11/2024 14:51 CHEERS NOTICE: This document has been generated by California Home Energy Efficiency Rating Services (CHEERS) using information uploaded by third parties not affiliated with or related to CHEERS. Therefore, CHEERS is not responsible for, and cannot guarantee, the accuracy or completeness of the information contained in this document. CERTIFICATE OF COMPLIANCE - LOWRISE MULTIFAMILY MIXED USE PERFORMANCE COMPLIANCE METHOD LMCC-PRF-01-E Lowrise Multifamily Mixed Use Performance Compliance Method (Page 10 of 48) Registration Number:Registration Date/Time: HERS Provider: CA Building Energy Efficiency Standards 2022 Lowrise Multifamily Compliance Report Version: 2022.0.000 Schema Version: rev 20220601 Report Generated: 2024-06-21 10:09:20 Compliance ID: EnergyPro-30082-0624-0004 E1. HERS VERIFICATION SUMMARY The following is a summary of the features that must be field-verified by a certified HERS Rater as a condition for meeting the modeled energy performance for this computer analysis. Additional detail is provided in the building tables below. Registered LMCIs and LMCVs are required to be completed in the HERS Registry. Building-level Verifications: •Quality insulation installation (QII) •Indoor air quality ventilation •Kitchen range hood •High R-value Spray Foam Insulation Cooling System Verifications: •Verified Refrigerant Charge •Airflow in habitable rooms (SC3.1.4.1.7) •Minimum Airflow according to RA3.3 and SC3.3.3.4.1 Heating System Verifications: •Verified HSPF •Verified heat pump rated heating capacity •CEC certified low-static VCHP system •Wall-mounted thermostat in zones greater than 150 ft2 (SC3.4.5) •Verified air filter sizing (SC3.1.4.7) •Verified air filter pressure drop rating HVAC Distribution System Verifications: •Ducts located entirely in conditioned space confirmed by duct leakage testing •Verified low-leakage ducts in conditioned space must meet maximum 25 cfm leakage to outside (RA3.1.4.3.8) Domestic Hot Water System Verifications: •-- None -- F1. REQUIRED PV SYSTEMS 01 02 03 04 05 06 07 08 09 10 11 12 DC System Size (kWdc)Exception1 Module Type Array Type Power Electronics CFI Azimuth (deg)Tilt Input Array Angle (deg)Tilt: (x in 12)Inverter Eff. (%) Annual Solar Access (%) 28 Standard (14-17%)Fixed none false 270 Degrees 22 4.85 96 100 1See Table D1 for any PV exceptions used. 424-F010311382A-000-000-0000000-0000 12/11/2024 14:51 CHEERS NOTICE: This document has been generated by California Home Energy Efficiency Rating Services (CHEERS) using information uploaded by third parties not affiliated with or related to CHEERS. Therefore, CHEERS is not responsible for, and cannot guarantee, the accuracy or completeness of the information contained in this document. CERTIFICATE OF COMPLIANCE - LOWRISE MULTIFAMILY MIXED USE PERFORMANCE COMPLIANCE METHOD LMCC-PRF-01-E Lowrise Multifamily Mixed Use Performance Compliance Method (Page 11 of 48) Registration Number:Registration Date/Time: HERS Provider: CA Building Energy Efficiency Standards 2022 Lowrise Multifamily Compliance Report Version: 2022.0.000 Schema Version: rev 20220601 Report Generated: 2024-06-21 10:09:20 Compliance ID: EnergyPro-30082-0624-0004 F1B. PV BATTERY BUILDING TYPE(S) 01 02 03 Building Occupancy Type*(From Table 140.10-A/B and 170.2-U/V)Conditioned Floor Area (ft2)Unconditioned Floor Area (ft2) Grocery 0 0 High-Rise Multifamily 0 0 Office, Financial Institutions, Unleased Tenant Space 9050 3526 Retail 0 0 School 0 0 Warehouse 0 0 Auditorium, Convention Center, Hotel/Motel, Library, Medical Office Building/Clinic, Restaurant, Theater 0 0 None 0 0 *Building Occupancy Types are defined in Section 100.1 of the Energy Code 424-F010311382A-000-000-0000000-0000 12/11/2024 14:51 CHEERS NOTICE: This document has been generated by California Home Energy Efficiency Rating Services (CHEERS) using information uploaded by third parties not affiliated with or related to CHEERS. Therefore, CHEERS is not responsible for, and cannot guarantee, the accuracy or completeness of the information contained in this document. CERTIFICATE OF COMPLIANCE - LOWRISE MULTIFAMILY MIXED USE PERFORMANCE COMPLIANCE METHOD LMCC-PRF-01-E Lowrise Multifamily Mixed Use Performance Compliance Method (Page 12 of 48) Registration Number:Registration Date/Time: HERS Provider: CA Building Energy Efficiency Standards 2022 Lowrise Multifamily Compliance Report Version: 2022.0.000 Schema Version: rev 20220601 Report Generated: 2024-06-21 10:09:20 Compliance ID: EnergyPro-30082-0624-0004 F3. DWELLING UNIT INFORMATION 01 02 03 04 Dwelling Unit Name Dwelling Unit Type Zone Zone Group Multiplier DDU-1-(1/1)DU-1 S-1-Community room 1 DDU-2-(1/1)DU-2 S-3-Unit 1 1 DDU-3-(1/1)DU-3 S-4-Unit 2 1 DDU-4-(1/1)DU-4 S-5-Unit 3 1 DDU-5-(1/1)DU-5 S-6-Unit 4 1 DDU-6-(1/1)DU-6 S-7-Unit 5 1 DDU-7-(1/1)DU-7 S-8-Unit 6 1 DDU-8-(1/1)DU-8 S-10-Unit 7 1 DDU-9-(1/1)DU-9 S-12-Unit 8 1 DDU-10-(1/1)DU-10 S-13-Unit 9 1 DDU-11-(1/1)DU-11 S-14-Unit 10 1 DDU-12-(1/1)DU-12 S-15-Unit 11 1 DDU-13-(1/1)DU-13 S-16-Unit 12 1 DDU-14-(1/1)DU-14 S-17-Unit 13 1 DDU-15-(1/1)DU-15 S-18-Unit 14 1 DDU-16-(1/1)DU-16 S-19-Unit 15 1 DDU-17-(1/1)DU-17 S-21-Unit 16 1 DDU-18-(1/1)DU-18 S-22-Unit 17 1 DDU-19-(1/1)DU-19 S-23-Unit 18 1 DDU-20-(1/1)DU-20 S-24-Unit 19 1 DDU-21-(1/1)DU-21 S-25-Unit 20 1 DDU-22-(1/1)DU-22 S-26-Unit 21 1 DDU-23-(1/1)DU-23 S-27-Unit 22 1 424-F010311382A-000-000-0000000-0000 12/11/2024 14:51 CHEERS NOTICE: This document has been generated by California Home Energy Efficiency Rating Services (CHEERS) using information uploaded by third parties not affiliated with or related to CHEERS. Therefore, CHEERS is not responsible for, and cannot guarantee, the accuracy or completeness of the information contained in this document. CERTIFICATE OF COMPLIANCE - LOWRISE MULTIFAMILY MIXED USE PERFORMANCE COMPLIANCE METHOD LMCC-PRF-01-E Lowrise Multifamily Mixed Use Performance Compliance Method (Page 13 of 48) Registration Number:Registration Date/Time: HERS Provider: CA Building Energy Efficiency Standards 2022 Lowrise Multifamily Compliance Report Version: 2022.0.000 Schema Version: rev 20220601 Report Generated: 2024-06-21 10:09:20 Compliance ID: EnergyPro-30082-0624-0004 F4. DWELLING UNIT TYPES 01 02 03 04 05 06 07 Name CFA (ft2)Number of Bedrooms Number in Building Space Conditioning Systems Assigned DHW System Name IAQ Vent Fan Name DU-1 1030 0 1 DU-1 | :Heat Pump System 1:::2:3 MF0-Rheem HPLD80-1RH (80 gal1 Default Minimum Balanced IAQ Fan DU-2 630 1 1 DU-2 | :Heat Pump System 1:::2:3 MF0-Rheem HPLD80-1RH (80 gal1 Default Minimum Balanced IAQ Fan DU-3 630 1 1 DU-3 | :Heat Pump System 1:::2:3 MF0-Rheem HPLD80-1RH (80 gal1 Default Minimum Balanced IAQ Fan DU-4 630 1 1 DU-4 | :Heat Pump System 1:::2:3 MF0-Rheem HPLD80-1RH (80 gal1 Default Minimum Balanced IAQ Fan DU-5 630 1 1 DU-5 | :Heat Pump System 1:::2:3 MF0-Rheem HPLD80-1RH (80 gal1 Default Minimum Balanced IAQ Fan DU-6 630 1 1 DU-6 | :Heat Pump System 1:::2:3 MF0-Rheem HPLD80-1RH (80 gal1 Default Minimum Balanced IAQ Fan DU-7 630 1 1 DU-7 | :Heat Pump System 1:::2:3 MF0-Rheem HPLD80-1RH (80 gal1 Default Minimum Balanced IAQ Fan DU-8 1030 2 1 DU-8 | :Heat Pump System 2:::2:3 MF1-Rheem HPLD80-1RH (80 gal1 Default Minimum Balanced IAQ Fan DU-9 630 1 1 DU-9 | :Heat Pump System 2:::2:3 MF1-Rheem HPLD80-1RH (80 gal1 Default Minimum Balanced IAQ Fan DU-10 1090 2 1 DU-10 | :Heat Pump System 2:::2:3 MF1-Rheem HPLD80-1RH (80 gal1 Default Minimum Balanced IAQ Fan DU-11 630 1 1 DU-11 | :Heat Pump System 2:::2:3 MF1-Rheem HPLD80-1RH (80 gal1 Default Minimum Balanced IAQ Fan DU-12 630 1 1 DU-12 | :Heat Pump System 2:::2:3 MF1-Rheem HPLD80-1RH (80 gal1 Default Minimum Balanced IAQ Fan DU-13 630 1 1 DU-13 | :Heat Pump System 2:::2:3 MF1-Rheem HPLD80-1RH (80 gal1 Default Minimum Balanced IAQ Fan DU-14 630 1 1 DU-14 | :Heat Pump System 2:::2:3 MF1-Rheem HPLD80-1RH (80 gal1 Default Minimum Balanced IAQ Fan 424-F010311382A-000-000-0000000-0000 12/11/2024 14:51 CHEERS NOTICE: This document has been generated by California Home Energy Efficiency Rating Services (CHEERS) using information uploaded by third parties not affiliated with or related to CHEERS. Therefore, CHEERS is not responsible for, and cannot guarantee, the accuracy or completeness of the information contained in this document. CERTIFICATE OF COMPLIANCE - LOWRISE MULTIFAMILY MIXED USE PERFORMANCE COMPLIANCE METHOD LMCC-PRF-01-E Lowrise Multifamily Mixed Use Performance Compliance Method (Page 14 of 48) Registration Number:Registration Date/Time: HERS Provider: CA Building Energy Efficiency Standards 2022 Lowrise Multifamily Compliance Report Version: 2022.0.000 Schema Version: rev 20220601 Report Generated: 2024-06-21 10:09:20 Compliance ID: EnergyPro-30082-0624-0004 F4. DWELLING UNIT TYPES 01 02 03 04 05 06 07 Name CFA (ft2)Number of Bedrooms Number in Building Space Conditioning Systems Assigned DHW System Name IAQ Vent Fan Name DU-15 630 1 1 DU-15 | :Heat Pump System 2:::2:3 MF1-Rheem HPLD80-1RH (80 gal1 Default Minimum Balanced IAQ Fan DU-16 1030 2 1 DU-16 | :Heat Pump System 3:::2:3 MF2-Rheem HPLD80-1RH (80 gal1 Default Minimum Balanced IAQ Fan DU-17 630 1 1 DU-17 | :Heat Pump System 3:::2:3 MF2-Rheem HPLD80-1RH (80 gal1 Default Minimum Balanced IAQ Fan DU-18 1090 2 1 DU-18 | :Heat Pump System 3:::2:3 MF2-Rheem HPLD80-1RH (80 gal1 Default Minimum Balanced IAQ Fan DU-19 630 1 1 DU-19 | :Heat Pump System 3:::2:3 MF2-Rheem HPLD80-1RH (80 gal1 Default Minimum Balanced IAQ Fan DU-20 630 1 1 DU-20 | :Heat Pump System 3:::2:3 MF2-Rheem HPLD80-1RH (80 gal1 Default Minimum Balanced IAQ Fan DU-21 630 1 1 DU-21 | :Heat Pump System 3:::2:3 MF2-Rheem HPLD80-1RH (80 gal1 Default Minimum Balanced IAQ Fan DU-22 630 1 1 DU-22 | :Heat Pump System 3:::2:3 MF2-Rheem HPLD80-1RH (80 gal1 Default Minimum Balanced IAQ Fan DU-23 630 1 1 DU-23 | :Heat Pump System 3:::2:3 MF2-Rheem HPLD80-1RH (80 gal1 Default Minimum Balanced IAQ Fan 424-F010311382A-000-000-0000000-0000 12/11/2024 14:51 CHEERS NOTICE: This document has been generated by California Home Energy Efficiency Rating Services (CHEERS) using information uploaded by third parties not affiliated with or related to CHEERS. Therefore, CHEERS is not responsible for, and cannot guarantee, the accuracy or completeness of the information contained in this document. CERTIFICATE OF COMPLIANCE - LOWRISE MULTIFAMILY MIXED USE PERFORMANCE COMPLIANCE METHOD LMCC-PRF-01-E Lowrise Multifamily Mixed Use Performance Compliance Method (Page 15 of 48) Registration Number:Registration Date/Time: HERS Provider: CA Building Energy Efficiency Standards 2022 Lowrise Multifamily Compliance Report Version: 2022.0.000 Schema Version: rev 20220601 Report Generated: 2024-06-21 10:09:20 Compliance ID: EnergyPro-30082-0624-0004 G1. ENVELOPE GENERAL INFORMATION (conditioned spaces only) 01 02 03 04 Opaque Surfaces & Orientation Total Gross Surface Area (ft2)Total Fenestration Area (ft2)Window to Wall Ratio (%) North-Facing1 4362 938.5 21.52 East-Facing2 3756 583.5 15.54 South-Facing3 5036 1375 27.3 West-Facing4 3414 745.5 21.84 Total 16568 3642.5 21.99 Roof 8638 0 0 Notes 1North-Facing is oriented to within 45 degrees of true north, including 45 00'00" east of north (NE), but excluding 45 00'00" west of north (NW), 2East-Facing is oriented to within 45 degrees of true east, including 45 00'00" south of east (SE), but excluding 45 00'00" north of east (NE), 3South-Facing is oriented to within 45 degrees of true south, including 45 00'00" west of south (SW), but excluding 45 00'00" east of south (SE), 4West-Facing is oriented to within 45 degrees of true west, including 45 00'00" north of west (NW), but excluding 45 00'00" south of west (SW), G2B. ROOFING PRODUCT SUMMARY (MULTIFAMILY AND COMMON AREAS) 01 02 03 04 05 06 Name Roof Pitch Roof Rise (x in 12)Aged Solar Reflectance Thermal Emittance SRI Roof Low slope 0 0.1 0.85 N/A Roof 2 Low slope 0 0.1 0.85 N/A Roof 3 Low slope 0 0.1 0.85 N/A Roof 4 Low slope 0 0.1 0.85 N/A Roof 5 Low slope 0 0.1 0.85 N/A Roof 6 Low slope 0 0.1 0.85 N/A Roof 7 Low slope 0 0.1 0.85 N/A Roof 8 Low slope 0 0.1 0.85 N/A Roof 9 Low slope 0 0.1 0.85 N/A Roof 10 Low slope 0 0.1 0.85 N/A 424-F010311382A-000-000-0000000-0000 12/11/2024 14:51 CHEERS NOTICE: This document has been generated by California Home Energy Efficiency Rating Services (CHEERS) using information uploaded by third parties not affiliated with or related to CHEERS. Therefore, CHEERS is not responsible for, and cannot guarantee, the accuracy or completeness of the information contained in this document. CERTIFICATE OF COMPLIANCE - LOWRISE MULTIFAMILY MIXED USE PERFORMANCE COMPLIANCE METHOD LMCC-PRF-01-E Lowrise Multifamily Mixed Use Performance Compliance Method (Page 16 of 48) Registration Number:Registration Date/Time: HERS Provider: CA Building Energy Efficiency Standards 2022 Lowrise Multifamily Compliance Report Version: 2022.0.000 Schema Version: rev 20220601 Report Generated: 2024-06-21 10:09:20 Compliance ID: EnergyPro-30082-0624-0004 G5. OPAQUE SURFACE ASSEMBLY SUMMARY 01 02 03 04 05 06 07 08 09 10 Surface Name Construction Type Area (ft2)Framing Type Cavity R-Value Continuous R-Value Units Value Description of Assembly Layers Status1 Interior Exterior R-15 Wall.Exterior Walls 13,874.5 Wood Framed Wall 15 0 0 U-factor 0.095 Inside Finish: Gypsum Board Cavity / Frame: R-15 / 2x4 Exterior Finish: 3 Coat Stucco N Podium Interior Floors 7,572 Concrete / ICF / Brick 0 13 0 U-factor 0.0575 Floor Surface: Carpeted Insulation/Furring: R-13 / no furring Mass Layer: 4 in. Concrete Ceiling Below Finish: Gypsum Board N R-15 Wall.1 Interior Walls 9,577.5 Wood Framed Wall 15 0 0 U-factor 0.0862 Inside Finish: Gypsum Board Cavity / Frame: R-15 / 2x4 Other Side Finish: Gypsum Board 6 Concrete Wall Exterior Walls 6,114 Concrete / ICF / Brick 0 0 0 U-factor 0.5052 Inside Finish: Gypsum Board Mass Layer: 6 in. Concrete Exterior Finish: 3 Coat Stucco N R-0 Roof No Attic Cathedral Ceilings 2,738 Wood Framed Ceiling 0 0 0 U-factor 0.4842 Roofing: Light Roof (Asphalt Shingle) Roof Deck: Wood Siding/sheathing/decking Cavity / Frame: no insul. / 2x4 Inside Finish: Gypsum Board N R-19 Floor No Crawlspace Interior Floors 12,564 Wood Framed Floor 19 0 0 U-factor 0.0449 Floor Surface: Carpeted Floor Deck: Wood Siding/sheathing/decking Cavity / Frame: R-19 / 2x10 Ceiling Below Finish: Gypsum Board N 1 Status: N - New, A - Altered, E - Existing 424-F010311382A-000-000-0000000-0000 12/11/2024 14:51 CHEERS NOTICE: This document has been generated by California Home Energy Efficiency Rating Services (CHEERS) using information uploaded by third parties not affiliated with or related to CHEERS. Therefore, CHEERS is not responsible for, and cannot guarantee, the accuracy or completeness of the information contained in this document. CERTIFICATE OF COMPLIANCE - LOWRISE MULTIFAMILY MIXED USE PERFORMANCE COMPLIANCE METHOD LMCC-PRF-01-E Lowrise Multifamily Mixed Use Performance Compliance Method (Page 17 of 48) Registration Number:Registration Date/Time: HERS Provider: CA Building Energy Efficiency Standards 2022 Lowrise Multifamily Compliance Report Version: 2022.0.000 Schema Version: rev 20220601 Report Generated: 2024-06-21 10:09:20 Compliance ID: EnergyPro-30082-0624-0004 G5. OPAQUE SURFACE ASSEMBLY SUMMARY 01 02 03 04 05 06 07 08 09 10 Surface Name Construction Type Area (ft2)Framing Type Cavity R-Value Continuous R-Value Units Value Description of Assembly Layers Status1 Interior Exterior R-38 Roof No Attic Cathedral Ceilings 7,402 Wood Framed Ceiling 38 0 0 U-factor 0.03 Roofing: Light Roof (Asphalt Shingle) Roof Deck: Wood Siding/sheathing/decking Cavity / Frame: R-38 / 2x12 Inside Finish: Gypsum Board N 1 Status: N - New, A - Altered, E - Existing 424-F010311382A-000-000-0000000-0000 12/11/2024 14:51 CHEERS NOTICE: This document has been generated by California Home Energy Efficiency Rating Services (CHEERS) using information uploaded by third parties not affiliated with or related to CHEERS. Therefore, CHEERS is not responsible for, and cannot guarantee, the accuracy or completeness of the information contained in this document. CERTIFICATE OF COMPLIANCE - LOWRISE MULTIFAMILY MIXED USE PERFORMANCE COMPLIANCE METHOD LMCC-PRF-01-E Lowrise Multifamily Mixed Use Performance Compliance Method (Page 18 of 48) Registration Number:Registration Date/Time: HERS Provider: CA Building Energy Efficiency Standards 2022 Lowrise Multifamily Compliance Report Version: 2022.0.000 Schema Version: rev 20220601 Report Generated: 2024-06-21 10:09:20 Compliance ID: EnergyPro-30082-0624-0004 G6B. OPAQUE DOOR SUMMARY (MULTIFAMILY AND COMMON AREAS) 01 02 03 04 Name Area (ft2)Overall U-factor Status1 D C3 48 0.5 N D C2 24 0.5 N D U1 28 0.5 N D U1 2 28 0.5 N D U1 3 28 0.5 N D U1 4 28 0.5 N D U1 5 28 0.5 N D U1 6 28 0.5 N D 33 24 0.5 N D U1 7 28 0.5 N D U1 8 28 0.5 N D U1 9 28 0.5 N D U1 10 28 0.5 N D U1 11 28 0.5 N D U1 12 28 0.5 N D U1 13 28 0.5 N D 33 2 24 0.5 N D U1 14 28 0.5 N D U1 15 28 0.5 N D U1 16 28 0.5 N D U1 17 28 0.5 N D U1 18 28 0.5 N D U1 19 28 0.5 N D U1 20 28 0.5 N 1 Status: N - New, A - Altered, E - Existing 424-F010311382A-000-000-0000000-0000 12/11/2024 14:51 CHEERS NOTICE: This document has been generated by California Home Energy Efficiency Rating Services (CHEERS) using information uploaded by third parties not affiliated with or related to CHEERS. Therefore, CHEERS is not responsible for, and cannot guarantee, the accuracy or completeness of the information contained in this document. CERTIFICATE OF COMPLIANCE - LOWRISE MULTIFAMILY MIXED USE PERFORMANCE COMPLIANCE METHOD LMCC-PRF-01-E Lowrise Multifamily Mixed Use Performance Compliance Method (Page 19 of 48) Registration Number:Registration Date/Time: HERS Provider: CA Building Energy Efficiency Standards 2022 Lowrise Multifamily Compliance Report Version: 2022.0.000 Schema Version: rev 20220601 Report Generated: 2024-06-21 10:09:20 Compliance ID: EnergyPro-30082-0624-0004 G6B. OPAQUE DOOR SUMMARY (MULTIFAMILY AND COMMON AREAS) 01 02 03 04 Name Area (ft2)Overall U-factor Status1 D 33 3 24 0.5 N 1 Status: N - New, A - Altered, E - Existing 424-F010311382A-000-000-0000000-0000 12/11/2024 14:51 CHEERS NOTICE: This document has been generated by California Home Energy Efficiency Rating Services (CHEERS) using information uploaded by third parties not affiliated with or related to CHEERS. Therefore, CHEERS is not responsible for, and cannot guarantee, the accuracy or completeness of the information contained in this document. CERTIFICATE OF COMPLIANCE - LOWRISE MULTIFAMILY MIXED USE PERFORMANCE COMPLIANCE METHOD LMCC-PRF-01-E Lowrise Multifamily Mixed Use Performance Compliance Method (Page 20 of 48) Registration Number:Registration Date/Time: HERS Provider: CA Building Energy Efficiency Standards 2022 Lowrise Multifamily Compliance Report Version: 2022.0.000 Schema Version: rev 20220601 Report Generated: 2024-06-21 10:09:20 Compliance ID: EnergyPro-30082-0624-0004 G7B. FENESTRATION SUMMARY (MULTIFAMILY AND COMMON AREAS) 01 02 03 04 05 06 07 08 09 10 11 12 13 Fenestration Name Fenestration Type/ Product Type / Frame Type Parent Surface Azimuth Multiplier Area (ft2)Overall U-factor U-factor Source Overall SHGC SHGC Source Overall VT Exterior Shading Status1 W 1L Vertical fenestration Architectural Window - Operable (Multifamily only) N/A Front wall 0 1 30 0.29 NFRC 0.21 NFRC N/A Standard bug screens N W 1N Vertical fenestration Architectural Window - Operable (Multifamily only) N/A Front wall 0 1 21 0.29 NFRC 0.21 NFRC N/A Standard bug screens N W 1M Vertical fenestration Architectural Window - Operable (Multifamily only) N/A Left wall 90 1 15 0.29 NFRC 0.21 NFRC N/A Standard bug screens N W 1L 2 Vertical fenestration Architectural Window - Operable (Multifamily only) N/A Right wall 270 1 30 0.29 NFRC 0.21 NFRC N/A Standard bug screens N W 1Q Vertical fenestration Architectural Window - Operable (Multifamily only) N/A Right wall 270 1 8 0.29 NFRC 0.21 NFRC N/A Standard bug screens N W 1P Vertical fenestration Architectural Window - Operable (Multifamily only) N/A Right wall 270 1 10 0.29 NFRC 0.21 NFRC N/A Standard bug screens N W 1P 2 Vertical fenestration Architectural Window - Operable (Multifamily only) N/A Right wall 270 1 10 0.29 NFRC 0.21 NFRC N/A Standard bug screens N 1 Status: N - New, A - Altered, E - Existing 424-F010311382A-000-000-0000000-0000 12/11/2024 14:51 CHEERS NOTICE: This document has been generated by California Home Energy Efficiency Rating Services (CHEERS) using information uploaded by third parties not affiliated with or related to CHEERS. Therefore, CHEERS is not responsible for, and cannot guarantee, the accuracy or completeness of the information contained in this document. CERTIFICATE OF COMPLIANCE - LOWRISE MULTIFAMILY MIXED USE PERFORMANCE COMPLIANCE METHOD LMCC-PRF-01-E Lowrise Multifamily Mixed Use Performance Compliance Method (Page 21 of 48) Registration Number:Registration Date/Time: HERS Provider: CA Building Energy Efficiency Standards 2022 Lowrise Multifamily Compliance Report Version: 2022.0.000 Schema Version: rev 20220601 Report Generated: 2024-06-21 10:09:20 Compliance ID: EnergyPro-30082-0624-0004 G7B. FENESTRATION SUMMARY (MULTIFAMILY AND COMMON AREAS) 01 02 03 04 05 06 07 08 09 10 11 12 13 Fenestration Name Fenestration Type/ Product Type / Frame Type Parent Surface Azimuth Multiplier Area (ft2)Overall U-factor U-factor Source Overall SHGC SHGC Source Overall VT Exterior Shading Status1 W 1L 3 Vertical fenestration Architectural Window - Operable (Multifamily only) N/A Front wall 2 0 1 30 0.29 NFRC 0.21 NFRC N/A Standard bug screens N W 1L 4 Vertical fenestration Architectural Window - Operable (Multifamily only) N/A Front wall 2 0 1 30 0.29 NFRC 0.21 NFRC N/A Standard bug screens N W 1M 2 Vertical fenestration Architectural Window - Operable (Multifamily only) N/A Left wall 2 90 1 15 0.29 NFRC 0.21 NFRC N/A Standard bug screens N D U9 Vertical fenestration Architectural Window - Operable (Multifamily only) N/A Right wall 2 270 1 20 0.29 NFRC 0.21 NFRC N/A Standard bug screens N W 1M 3 Vertical fenestration Architectural Window - Operable (Multifamily only) N/A Left wall 3 90 1 15 0.29 NFRC 0.21 NFRC N/A Standard bug screens N W 1L 5 Vertical fenestration Architectural Window - Operable (Multifamily only) N/A Rear wall 2 180 1 30 0.29 NFRC 0.21 NFRC N/A Standard bug screens N W 1L 6 Vertical fenestration Architectural Window - Operable (Multifamily only) N/A Rear wall 2 180 1 30 0.29 NFRC 0.21 NFRC N/A Standard bug screens N 1 Status: N - New, A - Altered, E - Existing 424-F010311382A-000-000-0000000-0000 12/11/2024 14:51 CHEERS NOTICE: This document has been generated by California Home Energy Efficiency Rating Services (CHEERS) using information uploaded by third parties not affiliated with or related to CHEERS. Therefore, CHEERS is not responsible for, and cannot guarantee, the accuracy or completeness of the information contained in this document. CERTIFICATE OF COMPLIANCE - LOWRISE MULTIFAMILY MIXED USE PERFORMANCE COMPLIANCE METHOD LMCC-PRF-01-E Lowrise Multifamily Mixed Use Performance Compliance Method (Page 22 of 48) Registration Number:Registration Date/Time: HERS Provider: CA Building Energy Efficiency Standards 2022 Lowrise Multifamily Compliance Report Version: 2022.0.000 Schema Version: rev 20220601 Report Generated: 2024-06-21 10:09:20 Compliance ID: EnergyPro-30082-0624-0004 G7B. FENESTRATION SUMMARY (MULTIFAMILY AND COMMON AREAS) 01 02 03 04 05 06 07 08 09 10 11 12 13 Fenestration Name Fenestration Type/ Product Type / Frame Type Parent Surface Azimuth Multiplier Area (ft2)Overall U-factor U-factor Source Overall SHGC SHGC Source Overall VT Exterior Shading Status1 D U9 2 Vertical fenestration Architectural Window - Operable (Multifamily only) N/A Right wall 3 270 1 20 0.29 NFRC 0.21 NFRC N/A Standard bug screens N D U9 3 Vertical fenestration Architectural Window - Operable (Multifamily only) N/A Left wall 4 90 1 20 0.29 NFRC 0.21 NFRC N/A Standard bug screens N W 1L 7 Vertical fenestration Architectural Window - Operable (Multifamily only) N/A Rear wall 3 180 1 30 0.29 NFRC 0.21 NFRC N/A Standard bug screens N W 1L 8 Vertical fenestration Architectural Window - Operable (Multifamily only) N/A Rear wall 3 180 1 30 0.29 NFRC 0.21 NFRC N/A Standard bug screens N W 1L 9 Vertical fenestration Architectural Window - Operable (Multifamily only) N/A Rear wall 4 180 1 30 0.29 NFRC 0.21 NFRC N/A Standard bug screens N W 1L 10 Vertical fenestration Architectural Window - Operable (Multifamily only) N/A Rear wall 4 180 1 30 0.29 NFRC 0.21 NFRC N/A Standard bug screens N D U9 4 Vertical fenestration Architectural Window - Operable (Multifamily only) N/A Right wall 4 270 1 20 0.29 NFRC 0.21 NFRC N/A Standard bug screens N 1 Status: N - New, A - Altered, E - Existing 424-F010311382A-000-000-0000000-0000 12/11/2024 14:51 CHEERS NOTICE: This document has been generated by California Home Energy Efficiency Rating Services (CHEERS) using information uploaded by third parties not affiliated with or related to CHEERS. Therefore, CHEERS is not responsible for, and cannot guarantee, the accuracy or completeness of the information contained in this document. CERTIFICATE OF COMPLIANCE - LOWRISE MULTIFAMILY MIXED USE PERFORMANCE COMPLIANCE METHOD LMCC-PRF-01-E Lowrise Multifamily Mixed Use Performance Compliance Method (Page 23 of 48) Registration Number:Registration Date/Time: HERS Provider: CA Building Energy Efficiency Standards 2022 Lowrise Multifamily Compliance Report Version: 2022.0.000 Schema Version: rev 20220601 Report Generated: 2024-06-21 10:09:20 Compliance ID: EnergyPro-30082-0624-0004 G7B. FENESTRATION SUMMARY (MULTIFAMILY AND COMMON AREAS) 01 02 03 04 05 06 07 08 09 10 11 12 13 Fenestration Name Fenestration Type/ Product Type / Frame Type Parent Surface Azimuth Multiplier Area (ft2)Overall U-factor U-factor Source Overall SHGC SHGC Source Overall VT Exterior Shading Status1 D U9 5 Vertical fenestration Architectural Window - Operable (Multifamily only) N/A Left wall 5 90 1 20 0.29 NFRC 0.21 NFRC N/A Standard bug screens N W 1L 11 Vertical fenestration Architectural Window - Operable (Multifamily only) N/A Rear wall 5 180 1 30 0.29 NFRC 0.21 NFRC N/A Standard bug screens N W 1L 12 Vertical fenestration Architectural Window - Operable (Multifamily only) N/A Rear wall 5 180 1 30 0.29 NFRC 0.21 NFRC N/A Standard bug screens N W 1L 13 Vertical fenestration Architectural Window - Operable (Multifamily only) N/A Rear wall 6 180 1 30 0.29 NFRC 0.21 NFRC N/A Standard bug screens N W 1L 14 Vertical fenestration Architectural Window - Operable (Multifamily only) N/A Rear wall 6 180 1 30 0.29 NFRC 0.21 NFRC N/A Standard bug screens N D U9 6 Vertical fenestration Architectural Window - Operable (Multifamily only) N/A Right wall 5 270 1 20 0.29 NFRC 0.21 NFRC N/A Standard bug screens N W 1P 3 Vertical fenestration Architectural Window - Operable (Multifamily only) N/A Right wall 5 270 1 10 0.29 NFRC 0.21 NFRC N/A Standard bug screens N 1 Status: N - New, A - Altered, E - Existing 424-F010311382A-000-000-0000000-0000 12/11/2024 14:51 CHEERS NOTICE: This document has been generated by California Home Energy Efficiency Rating Services (CHEERS) using information uploaded by third parties not affiliated with or related to CHEERS. Therefore, CHEERS is not responsible for, and cannot guarantee, the accuracy or completeness of the information contained in this document. CERTIFICATE OF COMPLIANCE - LOWRISE MULTIFAMILY MIXED USE PERFORMANCE COMPLIANCE METHOD LMCC-PRF-01-E Lowrise Multifamily Mixed Use Performance Compliance Method (Page 24 of 48) Registration Number:Registration Date/Time: HERS Provider: CA Building Energy Efficiency Standards 2022 Lowrise Multifamily Compliance Report Version: 2022.0.000 Schema Version: rev 20220601 Report Generated: 2024-06-21 10:09:20 Compliance ID: EnergyPro-30082-0624-0004 G7B. FENESTRATION SUMMARY (MULTIFAMILY AND COMMON AREAS) 01 02 03 04 05 06 07 08 09 10 11 12 13 Fenestration Name Fenestration Type/ Product Type / Frame Type Parent Surface Azimuth Multiplier Area (ft2)Overall U-factor U-factor Source Overall SHGC SHGC Source Overall VT Exterior Shading Status1 W 1P 4 Vertical fenestration Architectural Window - Operable (Multifamily only) N/A Right wall 5 270 1 10 0.29 NFRC 0.21 NFRC N/A Standard bug screens N W 1Q 2 Vertical fenestration Architectural Window - Operable (Multifamily only) N/A Right wall 5 270 1 8 0.29 NFRC 0.21 NFRC N/A Standard bug screens N W 1K Vertical fenestration Architectural Window - Operable (Multifamily only) N/A Front wall 4 0 1 45 0.29 NFRC 0.21 NFRC N/A Standard bug screens N W 1H Vertical fenestration Architectural Window - Operable (Multifamily only) N/A Left wall 6 90 1 72 0.29 NFRC 0.21 NFRC N/A Standard bug screens N W 1C Vertical fenestration Architectural Window - Operable (Multifamily only) N/A Left wall 6 90 1 16.5 0.29 NFRC 0.21 NFRC N/A Standard bug screens N W 1R Vertical fenestration Architectural Window - Operable (Multifamily only) N/A Left wall 6 90 1 30 0.29 NFRC 0.21 NFRC N/A Standard bug screens N D U9 7 Vertical fenestration Architectural Window - Operable (Multifamily only) N/A Front wall 5 0 1 20 0.29 NFRC 0.21 NFRC N/A Standard bug screens N 1 Status: N - New, A - Altered, E - Existing 424-F010311382A-000-000-0000000-0000 12/11/2024 14:51 CHEERS NOTICE: This document has been generated by California Home Energy Efficiency Rating Services (CHEERS) using information uploaded by third parties not affiliated with or related to CHEERS. Therefore, CHEERS is not responsible for, and cannot guarantee, the accuracy or completeness of the information contained in this document. CERTIFICATE OF COMPLIANCE - LOWRISE MULTIFAMILY MIXED USE PERFORMANCE COMPLIANCE METHOD LMCC-PRF-01-E Lowrise Multifamily Mixed Use Performance Compliance Method (Page 25 of 48) Registration Number:Registration Date/Time: HERS Provider: CA Building Energy Efficiency Standards 2022 Lowrise Multifamily Compliance Report Version: 2022.0.000 Schema Version: rev 20220601 Report Generated: 2024-06-21 10:09:20 Compliance ID: EnergyPro-30082-0624-0004 G7B. FENESTRATION SUMMARY (MULTIFAMILY AND COMMON AREAS) 01 02 03 04 05 06 07 08 09 10 11 12 13 Fenestration Name Fenestration Type/ Product Type / Frame Type Parent Surface Azimuth Multiplier Area (ft2)Overall U-factor U-factor Source Overall SHGC SHGC Source Overall VT Exterior Shading Status1 W 1N 2 Vertical fenestration Architectural Window - Operable (Multifamily only) N/A Front wall 5 0 1 21 0.29 NFRC 0.21 NFRC N/A Standard bug screens N W 1D Vertical fenestration Architectural Window - Operable (Multifamily only) N/A Front wall 5 0 1 33 0.29 NFRC 0.21 NFRC N/A Standard bug screens N W 1D 2 Vertical fenestration Architectural Window - Operable (Multifamily only) N/A Front wall 5 0 1 33 0.29 NFRC 0.21 NFRC N/A Standard bug screens N W 1F1 Vertical fenestration Architectural Window - Operable (Multifamily only) N/A Left wall 7 90 1 16.5 0.29 NFRC 0.21 NFRC N/A Standard bug screens N W 1Q 3 Vertical fenestration Architectural Window - Operable (Multifamily only) N/A Right wall 7 270 1 8 0.29 NFRC 0.21 NFRC N/A Standard bug screens N W 1D 3 Vertical fenestration Architectural Window - Operable (Multifamily only) N/A Right wall 7 270 1 33 0.29 NFRC 0.21 NFRC N/A Standard bug screens N W 1E Vertical fenestration Architectural Window - Operable (Multifamily only) N/A Right wall 7 270 1 11 0.29 NFRC 0.21 NFRC N/A Standard bug screens N 1 Status: N - New, A - Altered, E - Existing 424-F010311382A-000-000-0000000-0000 12/11/2024 14:51 CHEERS NOTICE: This document has been generated by California Home Energy Efficiency Rating Services (CHEERS) using information uploaded by third parties not affiliated with or related to CHEERS. Therefore, CHEERS is not responsible for, and cannot guarantee, the accuracy or completeness of the information contained in this document. CERTIFICATE OF COMPLIANCE - LOWRISE MULTIFAMILY MIXED USE PERFORMANCE COMPLIANCE METHOD LMCC-PRF-01-E Lowrise Multifamily Mixed Use Performance Compliance Method (Page 26 of 48) Registration Number:Registration Date/Time: HERS Provider: CA Building Energy Efficiency Standards 2022 Lowrise Multifamily Compliance Report Version: 2022.0.000 Schema Version: rev 20220601 Report Generated: 2024-06-21 10:09:20 Compliance ID: EnergyPro-30082-0624-0004 G7B. FENESTRATION SUMMARY (MULTIFAMILY AND COMMON AREAS) 01 02 03 04 05 06 07 08 09 10 11 12 13 Fenestration Name Fenestration Type/ Product Type / Frame Type Parent Surface Azimuth Multiplier Area (ft2)Overall U-factor U-factor Source Overall SHGC SHGC Source Overall VT Exterior Shading Status1 W 1E 2 Vertical fenestration Architectural Window - Operable (Multifamily only) N/A Right wall 7 270 1 11 0.29 NFRC 0.21 NFRC N/A Standard bug screens N W 1L 15 Vertical fenestration Architectural Window - Operable (Multifamily only) N/A Front wall 6 0 1 30 0.29 NFRC 0.21 NFRC N/A Standard bug screens N W 1L 16 Vertical fenestration Architectural Window - Operable (Multifamily only) N/A Front wall 6 0 1 30 0.29 NFRC 0.21 NFRC N/A Standard bug screens N W 1M 4 Vertical fenestration Architectural Window - Operable (Multifamily only) N/A Left wall 8 90 1 15 0.29 NFRC 0.21 NFRC N/A Standard bug screens N D U9 8 Vertical fenestration Architectural Window - Operable (Multifamily only) N/A Right wall 8 270 1 20 0.29 NFRC 0.21 NFRC N/A Standard bug screens N W 1D 4 Vertical fenestration Architectural Window - Operable (Multifamily only) N/A Front wall 7 0 1 33 0.29 NFRC 0.21 NFRC N/A Standard bug screens N W 1D 5 Vertical fenestration Architectural Window - Operable (Multifamily only) N/A Front wall 7 0 1 33 0.29 NFRC 0.21 NFRC N/A Standard bug screens N 1 Status: N - New, A - Altered, E - Existing 424-F010311382A-000-000-0000000-0000 12/11/2024 14:51 CHEERS NOTICE: This document has been generated by California Home Energy Efficiency Rating Services (CHEERS) using information uploaded by third parties not affiliated with or related to CHEERS. Therefore, CHEERS is not responsible for, and cannot guarantee, the accuracy or completeness of the information contained in this document. CERTIFICATE OF COMPLIANCE - LOWRISE MULTIFAMILY MIXED USE PERFORMANCE COMPLIANCE METHOD LMCC-PRF-01-E Lowrise Multifamily Mixed Use Performance Compliance Method (Page 27 of 48) Registration Number:Registration Date/Time: HERS Provider: CA Building Energy Efficiency Standards 2022 Lowrise Multifamily Compliance Report Version: 2022.0.000 Schema Version: rev 20220601 Report Generated: 2024-06-21 10:09:20 Compliance ID: EnergyPro-30082-0624-0004 G7B. FENESTRATION SUMMARY (MULTIFAMILY AND COMMON AREAS) 01 02 03 04 05 06 07 08 09 10 11 12 13 Fenestration Name Fenestration Type/ Product Type / Frame Type Parent Surface Azimuth Multiplier Area (ft2)Overall U-factor U-factor Source Overall SHGC SHGC Source Overall VT Exterior Shading Status1 W 1C 2 Vertical fenestration Architectural Window - Operable (Multifamily only) N/A Front wall 7 0 1 16.5 0.29 NFRC 0.21 NFRC N/A Standard bug screens N W 1C 3 Vertical fenestration Architectural Window - Operable (Multifamily only) N/A Front wall 7 0 1 16.5 0.29 NFRC 0.21 NFRC N/A Standard bug screens N W 1C 4 Vertical fenestration Architectural Window - Operable (Multifamily only) N/A Front wall 7 0 1 16.5 0.29 NFRC 0.21 NFRC N/A Standard bug screens N W 1D 6 Vertical fenestration Architectural Window - Operable (Multifamily only) N/A Left wall 9 90 1 33 0.29 NFRC 0.21 NFRC N/A Standard bug screens N W 1B Vertical fenestration Architectural Window - Operable (Multifamily only) N/A Left wall 9 90 1 17.5 0.29 NFRC 0.21 NFRC N/A Standard bug screens N D U9 9 Vertical fenestration Architectural Window - Operable (Multifamily only) N/A Left wall 9 90 1 20 0.29 NFRC 0.21 NFRC N/A Standard bug screens N W 1M 5 Vertical fenestration Architectural Window - Operable (Multifamily only) N/A Left wall 10 90 1 15 0.29 NFRC 0.21 NFRC N/A Standard bug screens N 1 Status: N - New, A - Altered, E - Existing 424-F010311382A-000-000-0000000-0000 12/11/2024 14:51 CHEERS NOTICE: This document has been generated by California Home Energy Efficiency Rating Services (CHEERS) using information uploaded by third parties not affiliated with or related to CHEERS. Therefore, CHEERS is not responsible for, and cannot guarantee, the accuracy or completeness of the information contained in this document. CERTIFICATE OF COMPLIANCE - LOWRISE MULTIFAMILY MIXED USE PERFORMANCE COMPLIANCE METHOD LMCC-PRF-01-E Lowrise Multifamily Mixed Use Performance Compliance Method (Page 28 of 48) Registration Number:Registration Date/Time: HERS Provider: CA Building Energy Efficiency Standards 2022 Lowrise Multifamily Compliance Report Version: 2022.0.000 Schema Version: rev 20220601 Report Generated: 2024-06-21 10:09:20 Compliance ID: EnergyPro-30082-0624-0004 G7B. FENESTRATION SUMMARY (MULTIFAMILY AND COMMON AREAS) 01 02 03 04 05 06 07 08 09 10 11 12 13 Fenestration Name Fenestration Type/ Product Type / Frame Type Parent Surface Azimuth Multiplier Area (ft2)Overall U-factor U-factor Source Overall SHGC SHGC Source Overall VT Exterior Shading Status1 W 1L 17 Vertical fenestration Architectural Window - Operable (Multifamily only) N/A Rear wall 9 180 1 30 0.29 NFRC 0.21 NFRC N/A Standard bug screens N W 1L 18 Vertical fenestration Architectural Window - Operable (Multifamily only) N/A Rear wall 9 180 1 30 0.29 NFRC 0.21 NFRC N/A Standard bug screens N D U9 10 Vertical fenestration Architectural Window - Operable (Multifamily only) N/A Right wall 9 270 1 20 0.29 NFRC 0.21 NFRC N/A Standard bug screens N D U9 11 Vertical fenestration Architectural Window - Operable (Multifamily only) N/A Left wall 11 90 1 20 0.29 NFRC 0.21 NFRC N/A Standard bug screens N W 1L 19 Vertical fenestration Architectural Window - Operable (Multifamily only) N/A Rear wall 10 180 1 30 0.29 NFRC 0.21 NFRC N/A Standard bug screens N W 1L 20 Vertical fenestration Architectural Window - Operable (Multifamily only) N/A Rear wall 10 180 1 30 0.29 NFRC 0.21 NFRC N/A Standard bug screens N W 1L 21 Vertical fenestration Architectural Window - Operable (Multifamily only) N/A Rear wall 11 180 1 30 0.29 NFRC 0.21 NFRC N/A Standard bug screens N 1 Status: N - New, A - Altered, E - Existing 424-F010311382A-000-000-0000000-0000 12/11/2024 14:51 CHEERS NOTICE: This document has been generated by California Home Energy Efficiency Rating Services (CHEERS) using information uploaded by third parties not affiliated with or related to CHEERS. Therefore, CHEERS is not responsible for, and cannot guarantee, the accuracy or completeness of the information contained in this document. CERTIFICATE OF COMPLIANCE - LOWRISE MULTIFAMILY MIXED USE PERFORMANCE COMPLIANCE METHOD LMCC-PRF-01-E Lowrise Multifamily Mixed Use Performance Compliance Method (Page 29 of 48) Registration Number:Registration Date/Time: HERS Provider: CA Building Energy Efficiency Standards 2022 Lowrise Multifamily Compliance Report Version: 2022.0.000 Schema Version: rev 20220601 Report Generated: 2024-06-21 10:09:20 Compliance ID: EnergyPro-30082-0624-0004 G7B. FENESTRATION SUMMARY (MULTIFAMILY AND COMMON AREAS) 01 02 03 04 05 06 07 08 09 10 11 12 13 Fenestration Name Fenestration Type/ Product Type / Frame Type Parent Surface Azimuth Multiplier Area (ft2)Overall U-factor U-factor Source Overall SHGC SHGC Source Overall VT Exterior Shading Status1 W 1L 22 Vertical fenestration Architectural Window - Operable (Multifamily only) N/A Rear wall 11 180 1 30 0.29 NFRC 0.21 NFRC N/A Standard bug screens N D U9 12 Vertical fenestration Architectural Window - Operable (Multifamily only) N/A Right wall 10 270 1 20 0.29 NFRC 0.21 NFRC N/A Standard bug screens N D U9 13 Vertical fenestration Architectural Window - Operable (Multifamily only) N/A Left wall 12 90 1 20 0.29 NFRC 0.21 NFRC N/A Standard bug screens N W 1L 23 Vertical fenestration Architectural Window - Operable (Multifamily only) N/A Rear wall 12 180 1 30 0.29 NFRC 0.21 NFRC N/A Standard bug screens N W 1L 24 Vertical fenestration Architectural Window - Operable (Multifamily only) N/A Rear wall 12 180 1 30 0.29 NFRC 0.21 NFRC N/A Standard bug screens N W 1L 25 Vertical fenestration Architectural Window - Operable (Multifamily only) N/A Rear wall 13 180 1 30 0.29 NFRC 0.21 NFRC N/A Standard bug screens N W 1L 26 Vertical fenestration Architectural Window - Operable (Multifamily only) N/A Rear wall 13 180 1 30 0.29 NFRC 0.21 NFRC N/A Standard bug screens N 1 Status: N - New, A - Altered, E - Existing 424-F010311382A-000-000-0000000-0000 12/11/2024 14:51 CHEERS NOTICE: This document has been generated by California Home Energy Efficiency Rating Services (CHEERS) using information uploaded by third parties not affiliated with or related to CHEERS. Therefore, CHEERS is not responsible for, and cannot guarantee, the accuracy or completeness of the information contained in this document. CERTIFICATE OF COMPLIANCE - LOWRISE MULTIFAMILY MIXED USE PERFORMANCE COMPLIANCE METHOD LMCC-PRF-01-E Lowrise Multifamily Mixed Use Performance Compliance Method (Page 30 of 48) Registration Number:Registration Date/Time: HERS Provider: CA Building Energy Efficiency Standards 2022 Lowrise Multifamily Compliance Report Version: 2022.0.000 Schema Version: rev 20220601 Report Generated: 2024-06-21 10:09:20 Compliance ID: EnergyPro-30082-0624-0004 G7B. FENESTRATION SUMMARY (MULTIFAMILY AND COMMON AREAS) 01 02 03 04 05 06 07 08 09 10 11 12 13 Fenestration Name Fenestration Type/ Product Type / Frame Type Parent Surface Azimuth Multiplier Area (ft2)Overall U-factor U-factor Source Overall SHGC SHGC Source Overall VT Exterior Shading Status1 D U9 14 Vertical fenestration Architectural Window - Operable (Multifamily only) N/A Right wall 11 270 1 20 0.29 NFRC 0.21 NFRC N/A Standard bug screens N W 1P 5 Vertical fenestration Architectural Window - Operable (Multifamily only) N/A Right wall 11 270 1 10 0.29 NFRC 0.21 NFRC N/A Standard bug screens N W 1P 6 Vertical fenestration Architectural Window - Operable (Multifamily only) N/A Right wall 11 270 1 10 0.29 NFRC 0.21 NFRC N/A Standard bug screens N W 1Q 4 Vertical fenestration Architectural Window - Operable (Multifamily only) N/A Right wall 11 270 1 8 0.29 NFRC 0.21 NFRC N/A Standard bug screens N W 1K 2 Vertical fenestration Architectural Window - Operable (Multifamily only) N/A Front wall 9 0 1 45 0.29 NFRC 0.21 NFRC N/A Standard bug screens N W 1A Vertical fenestration Architectural Window - Operable (Multifamily only) N/A Left wall 13 90 1 49.5 0.29 NFRC 0.21 NFRC N/A Standard bug screens N W 1C 5 Vertical fenestration Architectural Window - Operable (Multifamily only) N/A Left wall 13 90 1 16.5 0.29 NFRC 0.21 NFRC N/A Standard bug screens N 1 Status: N - New, A - Altered, E - Existing 424-F010311382A-000-000-0000000-0000 12/11/2024 14:51 CHEERS NOTICE: This document has been generated by California Home Energy Efficiency Rating Services (CHEERS) using information uploaded by third parties not affiliated with or related to CHEERS. Therefore, CHEERS is not responsible for, and cannot guarantee, the accuracy or completeness of the information contained in this document. CERTIFICATE OF COMPLIANCE - LOWRISE MULTIFAMILY MIXED USE PERFORMANCE COMPLIANCE METHOD LMCC-PRF-01-E Lowrise Multifamily Mixed Use Performance Compliance Method (Page 31 of 48) Registration Number:Registration Date/Time: HERS Provider: CA Building Energy Efficiency Standards 2022 Lowrise Multifamily Compliance Report Version: 2022.0.000 Schema Version: rev 20220601 Report Generated: 2024-06-21 10:09:20 Compliance ID: EnergyPro-30082-0624-0004 G7B. FENESTRATION SUMMARY (MULTIFAMILY AND COMMON AREAS) 01 02 03 04 05 06 07 08 09 10 11 12 13 Fenestration Name Fenestration Type/ Product Type / Frame Type Parent Surface Azimuth Multiplier Area (ft2)Overall U-factor U-factor Source Overall SHGC SHGC Source Overall VT Exterior Shading Status1 W 1R 2 Vertical fenestration Architectural Window - Operable (Multifamily only) N/A Left wall 13 90 1 30 0.29 NFRC 0.21 NFRC N/A Standard bug screens N D U9 15 Vertical fenestration Architectural Window - Operable (Multifamily only) N/A Front wall 10 0 1 20 0.29 NFRC 0.21 NFRC N/A Standard bug screens N W 1N 3 Vertical fenestration Architectural Window - Operable (Multifamily only) N/A Front wall 10 0 1 21 0.29 NFRC 0.21 NFRC N/A Standard bug screens N W 1D 7 Vertical fenestration Architectural Window - Operable (Multifamily only) N/A Front wall 10 0 1 33 0.29 NFRC 0.21 NFRC N/A Standard bug screens N W 1D 8 Vertical fenestration Architectural Window - Operable (Multifamily only) N/A Front wall 10 0 1 33 0.29 NFRC 0.21 NFRC N/A Standard bug screens N W 1F1 2 Vertical fenestration Architectural Window - Operable (Multifamily only) N/A Left wall 14 90 1 16.5 0.29 NFRC 0.21 NFRC N/A Standard bug screens N W 1Q 5 Vertical fenestration Architectural Window - Operable (Multifamily only) N/A Right wall 13 270 1 8 0.29 NFRC 0.21 NFRC N/A Standard bug screens N 1 Status: N - New, A - Altered, E - Existing 424-F010311382A-000-000-0000000-0000 12/11/2024 14:51 CHEERS NOTICE: This document has been generated by California Home Energy Efficiency Rating Services (CHEERS) using information uploaded by third parties not affiliated with or related to CHEERS. Therefore, CHEERS is not responsible for, and cannot guarantee, the accuracy or completeness of the information contained in this document. CERTIFICATE OF COMPLIANCE - LOWRISE MULTIFAMILY MIXED USE PERFORMANCE COMPLIANCE METHOD LMCC-PRF-01-E Lowrise Multifamily Mixed Use Performance Compliance Method (Page 32 of 48) Registration Number:Registration Date/Time: HERS Provider: CA Building Energy Efficiency Standards 2022 Lowrise Multifamily Compliance Report Version: 2022.0.000 Schema Version: rev 20220601 Report Generated: 2024-06-21 10:09:20 Compliance ID: EnergyPro-30082-0624-0004 G7B. FENESTRATION SUMMARY (MULTIFAMILY AND COMMON AREAS) 01 02 03 04 05 06 07 08 09 10 11 12 13 Fenestration Name Fenestration Type/ Product Type / Frame Type Parent Surface Azimuth Multiplier Area (ft2)Overall U-factor U-factor Source Overall SHGC SHGC Source Overall VT Exterior Shading Status1 W 1D 9 Vertical fenestration Architectural Window - Operable (Multifamily only) N/A Right wall 13 270 1 33 0.29 NFRC 0.21 NFRC N/A Standard bug screens N W 1E 3 Vertical fenestration Architectural Window - Operable (Multifamily only) N/A Right wall 13 270 1 11 0.29 NFRC 0.21 NFRC N/A Standard bug screens N W 1E 4 Vertical fenestration Architectural Window - Operable (Multifamily only) N/A Right wall 13 270 1 11 0.29 NFRC 0.21 NFRC N/A Standard bug screens N W 1L 27 Vertical fenestration Architectural Window - Operable (Multifamily only) N/A Front wall 11 0 1 30 0.29 NFRC 0.21 NFRC N/A Standard bug screens N W 1L 28 Vertical fenestration Architectural Window - Operable (Multifamily only) N/A Front wall 11 0 1 30 0.29 NFRC 0.21 NFRC N/A Standard bug screens N W 1M 6 Vertical fenestration Architectural Window - Operable (Multifamily only) N/A Left wall 15 90 1 15 0.29 NFRC 0.21 NFRC N/A Standard bug screens N D U9 16 Vertical fenestration Architectural Window - Operable (Multifamily only) N/A Right wall 14 270 1 20 0.29 NFRC 0.21 NFRC N/A Standard bug screens N 1 Status: N - New, A - Altered, E - Existing 424-F010311382A-000-000-0000000-0000 12/11/2024 14:51 CHEERS NOTICE: This document has been generated by California Home Energy Efficiency Rating Services (CHEERS) using information uploaded by third parties not affiliated with or related to CHEERS. Therefore, CHEERS is not responsible for, and cannot guarantee, the accuracy or completeness of the information contained in this document. CERTIFICATE OF COMPLIANCE - LOWRISE MULTIFAMILY MIXED USE PERFORMANCE COMPLIANCE METHOD LMCC-PRF-01-E Lowrise Multifamily Mixed Use Performance Compliance Method (Page 33 of 48) Registration Number:Registration Date/Time: HERS Provider: CA Building Energy Efficiency Standards 2022 Lowrise Multifamily Compliance Report Version: 2022.0.000 Schema Version: rev 20220601 Report Generated: 2024-06-21 10:09:20 Compliance ID: EnergyPro-30082-0624-0004 G7B. FENESTRATION SUMMARY (MULTIFAMILY AND COMMON AREAS) 01 02 03 04 05 06 07 08 09 10 11 12 13 Fenestration Name Fenestration Type/ Product Type / Frame Type Parent Surface Azimuth Multiplier Area (ft2)Overall U-factor U-factor Source Overall SHGC SHGC Source Overall VT Exterior Shading Status1 W 1D 10 Vertical fenestration Architectural Window - Operable (Multifamily only) N/A Front wall 12 0 1 33 0.29 NFRC 0.21 NFRC N/A Standard bug screens N W 1D 11 Vertical fenestration Architectural Window - Operable (Multifamily only) N/A Front wall 12 0 1 33 0.29 NFRC 0.21 NFRC N/A Standard bug screens N W 1C 6 Vertical fenestration Architectural Window - Operable (Multifamily only) N/A Front wall 12 0 1 16.5 0.29 NFRC 0.21 NFRC N/A Standard bug screens N W 1C 7 Vertical fenestration Architectural Window - Operable (Multifamily only) N/A Front wall 12 0 1 16.5 0.29 NFRC 0.21 NFRC N/A Standard bug screens N W 1C 8 Vertical fenestration Architectural Window - Operable (Multifamily only) N/A Front wall 12 0 1 16.5 0.29 NFRC 0.21 NFRC N/A Standard bug screens N W 1D 12 Vertical fenestration Architectural Window - Operable (Multifamily only) N/A Left wall 16 90 1 33 0.29 NFRC 0.21 NFRC N/A Standard bug screens N W 1B 2 Vertical fenestration Architectural Window - Operable (Multifamily only) N/A Left wall 16 90 1 17.5 0.29 NFRC 0.21 NFRC N/A Standard bug screens N 1 Status: N - New, A - Altered, E - Existing 424-F010311382A-000-000-0000000-0000 12/11/2024 14:51 CHEERS NOTICE: This document has been generated by California Home Energy Efficiency Rating Services (CHEERS) using information uploaded by third parties not affiliated with or related to CHEERS. Therefore, CHEERS is not responsible for, and cannot guarantee, the accuracy or completeness of the information contained in this document. CERTIFICATE OF COMPLIANCE - LOWRISE MULTIFAMILY MIXED USE PERFORMANCE COMPLIANCE METHOD LMCC-PRF-01-E Lowrise Multifamily Mixed Use Performance Compliance Method (Page 34 of 48) Registration Number:Registration Date/Time: HERS Provider: CA Building Energy Efficiency Standards 2022 Lowrise Multifamily Compliance Report Version: 2022.0.000 Schema Version: rev 20220601 Report Generated: 2024-06-21 10:09:20 Compliance ID: EnergyPro-30082-0624-0004 G7B. FENESTRATION SUMMARY (MULTIFAMILY AND COMMON AREAS) 01 02 03 04 05 06 07 08 09 10 11 12 13 Fenestration Name Fenestration Type/ Product Type / Frame Type Parent Surface Azimuth Multiplier Area (ft2)Overall U-factor U-factor Source Overall SHGC SHGC Source Overall VT Exterior Shading Status1 D U9 17 Vertical fenestration Architectural Window - Operable (Multifamily only) N/A Left wall 16 90 1 20 0.29 NFRC 0.21 NFRC N/A Standard bug screens N W 1M 7 Vertical fenestration Architectural Window - Operable (Multifamily only) N/A Left wall 17 90 1 15 0.29 NFRC 0.21 NFRC N/A Standard bug screens N W 1L 29 Vertical fenestration Architectural Window - Operable (Multifamily only) N/A Rear wall 16 180 1 30 0.29 NFRC 0.21 NFRC N/A Standard bug screens N W 1L 30 Vertical fenestration Architectural Window - Operable (Multifamily only) N/A Rear wall 16 180 1 30 0.29 NFRC 0.21 NFRC N/A Standard bug screens N D U9 18 Vertical fenestration Architectural Window - Operable (Multifamily only) N/A Right wall 15 270 1 20 0.29 NFRC 0.21 NFRC N/A Standard bug screens N D U9 19 Vertical fenestration Architectural Window - Operable (Multifamily only) N/A Left wall 18 90 1 20 0.29 NFRC 0.21 NFRC N/A Standard bug screens N W 1L 31 Vertical fenestration Architectural Window - Operable (Multifamily only) N/A Rear wall 17 180 1 30 0.29 NFRC 0.21 NFRC N/A Standard bug screens N 1 Status: N - New, A - Altered, E - Existing 424-F010311382A-000-000-0000000-0000 12/11/2024 14:51 CHEERS NOTICE: This document has been generated by California Home Energy Efficiency Rating Services (CHEERS) using information uploaded by third parties not affiliated with or related to CHEERS. Therefore, CHEERS is not responsible for, and cannot guarantee, the accuracy or completeness of the information contained in this document. CERTIFICATE OF COMPLIANCE - LOWRISE MULTIFAMILY MIXED USE PERFORMANCE COMPLIANCE METHOD LMCC-PRF-01-E Lowrise Multifamily Mixed Use Performance Compliance Method (Page 35 of 48) Registration Number:Registration Date/Time: HERS Provider: CA Building Energy Efficiency Standards 2022 Lowrise Multifamily Compliance Report Version: 2022.0.000 Schema Version: rev 20220601 Report Generated: 2024-06-21 10:09:20 Compliance ID: EnergyPro-30082-0624-0004 G7B. FENESTRATION SUMMARY (MULTIFAMILY AND COMMON AREAS) 01 02 03 04 05 06 07 08 09 10 11 12 13 Fenestration Name Fenestration Type/ Product Type / Frame Type Parent Surface Azimuth Multiplier Area (ft2)Overall U-factor U-factor Source Overall SHGC SHGC Source Overall VT Exterior Shading Status1 W 1L 32 Vertical fenestration Architectural Window - Operable (Multifamily only) N/A Rear wall 17 180 1 30 0.29 NFRC 0.21 NFRC N/A Standard bug screens N W 1L 33 Vertical fenestration Architectural Window - Operable (Multifamily only) N/A Rear wall 18 180 1 30 0.29 NFRC 0.21 NFRC N/A Standard bug screens N W 1L 34 Vertical fenestration Architectural Window - Operable (Multifamily only) N/A Rear wall 18 180 1 30 0.29 NFRC 0.21 NFRC N/A Standard bug screens N D U9 20 Vertical fenestration Architectural Window - Operable (Multifamily only) N/A Right wall 16 270 1 20 0.29 NFRC 0.21 NFRC N/A Standard bug screens N D U9 21 Vertical fenestration Architectural Window - Operable (Multifamily only) N/A Left wall 19 90 1 20 0.29 NFRC 0.21 NFRC N/A Standard bug screens N W 1L 35 Vertical fenestration Architectural Window - Operable (Multifamily only) N/A Rear wall 19 180 1 30 0.29 NFRC 0.21 NFRC N/A Standard bug screens N W 1L 36 Vertical fenestration Architectural Window - Operable (Multifamily only) N/A Rear wall 19 180 1 30 0.29 NFRC 0.21 NFRC N/A Standard bug screens N 1 Status: N - New, A - Altered, E - Existing 424-F010311382A-000-000-0000000-0000 12/11/2024 14:51 CHEERS NOTICE: This document has been generated by California Home Energy Efficiency Rating Services (CHEERS) using information uploaded by third parties not affiliated with or related to CHEERS. Therefore, CHEERS is not responsible for, and cannot guarantee, the accuracy or completeness of the information contained in this document. CERTIFICATE OF COMPLIANCE - LOWRISE MULTIFAMILY MIXED USE PERFORMANCE COMPLIANCE METHOD LMCC-PRF-01-E Lowrise Multifamily Mixed Use Performance Compliance Method (Page 36 of 48) Registration Number:Registration Date/Time: HERS Provider: CA Building Energy Efficiency Standards 2022 Lowrise Multifamily Compliance Report Version: 2022.0.000 Schema Version: rev 20220601 Report Generated: 2024-06-21 10:09:20 Compliance ID: EnergyPro-30082-0624-0004 G7B. FENESTRATION SUMMARY (MULTIFAMILY AND COMMON AREAS) 01 02 03 04 05 06 07 08 09 10 11 12 13 Fenestration Name Fenestration Type/ Product Type / Frame Type Parent Surface Azimuth Multiplier Area (ft2)Overall U-factor U-factor Source Overall SHGC SHGC Source Overall VT Exterior Shading Status1 W 1L 37 Vertical fenestration Architectural Window - Operable (Multifamily only) N/A Rear wall 20 180 1 30 0.29 NFRC 0.21 NFRC N/A Standard bug screens N W 1L 38 Vertical fenestration Architectural Window - Operable (Multifamily only) N/A Rear wall 20 180 1 30 0.29 NFRC 0.21 NFRC N/A Standard bug screens N D U9 22 Vertical fenestration Architectural Window - Operable (Multifamily only) N/A Right wall 17 270 1 20 0.29 NFRC 0.21 NFRC N/A Standard bug screens N W 1P 7 Vertical fenestration Architectural Window - Operable (Multifamily only) N/A Right wall 17 270 1 10 0.29 NFRC 0.21 NFRC N/A Standard bug screens N W 1P 8 Vertical fenestration Architectural Window - Operable (Multifamily only) N/A Right wall 17 270 1 10 0.29 NFRC 0.21 NFRC N/A Standard bug screens N W 1Q 6 Vertical fenestration Architectural Window - Operable (Multifamily only) N/A Right wall 17 270 1 8 0.29 NFRC 0.21 NFRC N/A Standard bug screens N W 1K 3 Vertical fenestration Architectural Window - Operable (Multifamily only) N/A Front wall 14 0 1 45 0.29 NFRC 0.21 NFRC N/A Standard bug screens N 1 Status: N - New, A - Altered, E - Existing 424-F010311382A-000-000-0000000-0000 12/11/2024 14:51 CHEERS NOTICE: This document has been generated by California Home Energy Efficiency Rating Services (CHEERS) using information uploaded by third parties not affiliated with or related to CHEERS. Therefore, CHEERS is not responsible for, and cannot guarantee, the accuracy or completeness of the information contained in this document. CERTIFICATE OF COMPLIANCE - LOWRISE MULTIFAMILY MIXED USE PERFORMANCE COMPLIANCE METHOD LMCC-PRF-01-E Lowrise Multifamily Mixed Use Performance Compliance Method (Page 37 of 48) Registration Number:Registration Date/Time: HERS Provider: CA Building Energy Efficiency Standards 2022 Lowrise Multifamily Compliance Report Version: 2022.0.000 Schema Version: rev 20220601 Report Generated: 2024-06-21 10:09:20 Compliance ID: EnergyPro-30082-0624-0004 G7B. FENESTRATION SUMMARY (MULTIFAMILY AND COMMON AREAS) 01 02 03 04 05 06 07 08 09 10 11 12 13 Fenestration Name Fenestration Type/ Product Type / Frame Type Parent Surface Azimuth Multiplier Area (ft2)Overall U-factor U-factor Source Overall SHGC SHGC Source Overall VT Exterior Shading Status1 W 1A 2 Vertical fenestration Architectural Window - Operable (Multifamily only) N/A Left wall 20 90 1 49.5 0.29 NFRC 0.21 NFRC N/A Standard bug screens N W 1C 9 Vertical fenestration Architectural Window - Operable (Multifamily only) N/A Left wall 20 90 1 16.5 0.29 NFRC 0.21 NFRC N/A Standard bug screens N W 1R 3 Vertical fenestration Architectural Window - Operable (Multifamily only) N/A Left wall 20 90 1 30 0.29 NFRC 0.21 NFRC N/A Standard bug screens N W A Vertical fenestration Architectural Window - Operable (Multifamily only) N/A Front wall 15 0 1 85.5 0.29 NFRC 0.21 NFRC N/A Standard bug screens N W C Vertical fenestration Architectural Window - Operable (Multifamily only) N/A Front wall 15 0 1 48 0.29 NFRC 0.21 NFRC N/A Standard bug screens N W B Vertical fenestration Architectural Window - Operable (Multifamily only) N/A Front wall 15 0 1 57 0.29 NFRC 0.21 NFRC N/A Standard bug screens N D 9 Vertical fenestration Architectural Window - Operable (Multifamily only) N/A Front wall 15 0 1 32 0.29 NFRC 0.21 NFRC N/A Standard bug screens N 1 Status: N - New, A - Altered, E - Existing 424-F010311382A-000-000-0000000-0000 12/11/2024 14:51 CHEERS NOTICE: This document has been generated by California Home Energy Efficiency Rating Services (CHEERS) using information uploaded by third parties not affiliated with or related to CHEERS. Therefore, CHEERS is not responsible for, and cannot guarantee, the accuracy or completeness of the information contained in this document. CERTIFICATE OF COMPLIANCE - LOWRISE MULTIFAMILY MIXED USE PERFORMANCE COMPLIANCE METHOD LMCC-PRF-01-E Lowrise Multifamily Mixed Use Performance Compliance Method (Page 38 of 48) Registration Number:Registration Date/Time: HERS Provider: CA Building Energy Efficiency Standards 2022 Lowrise Multifamily Compliance Report Version: 2022.0.000 Schema Version: rev 20220601 Report Generated: 2024-06-21 10:09:20 Compliance ID: EnergyPro-30082-0624-0004 G7B. FENESTRATION SUMMARY (MULTIFAMILY AND COMMON AREAS) 01 02 03 04 05 06 07 08 09 10 11 12 13 Fenestration Name Fenestration Type/ Product Type / Frame Type Parent Surface Azimuth Multiplier Area (ft2)Overall U-factor U-factor Source Overall SHGC SHGC Source Overall VT Exterior Shading Status1 D 1 Vertical fenestration Architectural Window - Operable (Multifamily only) N/A Front wall 15 0 1 40 0.29 NFRC 0.21 NFRC N/A Standard bug screens N W 1U Vertical fenestration Architectural Window - Operable (Multifamily only) N/A Left wall 21 90 1 85.5 0.29 NFRC 0.21 NFRC N/A Standard bug screens N W 1T Vertical fenestration Architectural Window - Operable (Multifamily only) N/A Left wall 21 90 1 33 0.29 NFRC 0.21 NFRC N/A Standard bug screens N W 1S Vertical fenestration Architectural Window - Operable (Multifamily only) N/A Left wall 21 90 1 66 0.29 NFRC 0.21 NFRC N/A Standard bug screens N W D Vertical fenestration Architectural Window - Operable (Multifamily only) N/A Rear wall 22 180 1 47.5 0.29 NFRC 0.21 NFRC N/A Standard bug screens N W D 2 Vertical fenestration Architectural Window - Operable (Multifamily only) N/A Rear wall 22 180 1 47.5 0.29 NFRC 0.21 NFRC N/A Standard bug screens N W D 3 Vertical fenestration Architectural Window - Operable (Multifamily only) N/A Rear wall 22 180 1 47.5 0.29 NFRC 0.21 NFRC N/A Standard bug screens N 1 Status: N - New, A - Altered, E - Existing 424-F010311382A-000-000-0000000-0000 12/11/2024 14:51 CHEERS NOTICE: This document has been generated by California Home Energy Efficiency Rating Services (CHEERS) using information uploaded by third parties not affiliated with or related to CHEERS. Therefore, CHEERS is not responsible for, and cannot guarantee, the accuracy or completeness of the information contained in this document. CERTIFICATE OF COMPLIANCE - LOWRISE MULTIFAMILY MIXED USE PERFORMANCE COMPLIANCE METHOD LMCC-PRF-01-E Lowrise Multifamily Mixed Use Performance Compliance Method (Page 39 of 48) Registration Number:Registration Date/Time: HERS Provider: CA Building Energy Efficiency Standards 2022 Lowrise Multifamily Compliance Report Version: 2022.0.000 Schema Version: rev 20220601 Report Generated: 2024-06-21 10:09:20 Compliance ID: EnergyPro-30082-0624-0004 G7B. FENESTRATION SUMMARY (MULTIFAMILY AND COMMON AREAS) 01 02 03 04 05 06 07 08 09 10 11 12 13 Fenestration Name Fenestration Type/ Product Type / Frame Type Parent Surface Azimuth Multiplier Area (ft2)Overall U-factor U-factor Source Overall SHGC SHGC Source Overall VT Exterior Shading Status1 W D 4 Vertical fenestration Architectural Window - Operable (Multifamily only) N/A Rear wall 22 180 1 47.5 0.29 NFRC 0.21 NFRC N/A Standard bug screens N W D 5 Vertical fenestration Architectural Window - Operable (Multifamily only) N/A Rear wall 22 180 1 47.5 0.29 NFRC 0.21 NFRC N/A Standard bug screens N W D 6 Vertical fenestration Architectural Window - Operable (Multifamily only) N/A Rear wall 22 180 1 47.5 0.29 NFRC 0.21 NFRC N/A Standard bug screens N W D 7 Vertical fenestration Architectural Window - Operable (Multifamily only) N/A Rear wall 22 180 1 47.5 0.29 NFRC 0.21 NFRC N/A Standard bug screens N W D 8 Vertical fenestration Architectural Window - Operable (Multifamily only) N/A Rear wall 22 180 1 47.5 0.29 NFRC 0.21 NFRC N/A Standard bug screens N W D 9 Vertical fenestration Architectural Window - Operable (Multifamily only) N/A Rear wall 22 180 1 47.5 0.29 NFRC 0.21 NFRC N/A Standard bug screens N W D 10 Vertical fenestration Architectural Window - Operable (Multifamily only) N/A Rear wall 22 180 1 47.5 0.29 NFRC 0.21 NFRC N/A Standard bug screens N 1 Status: N - New, A - Altered, E - Existing 424-F010311382A-000-000-0000000-0000 12/11/2024 14:51 CHEERS NOTICE: This document has been generated by California Home Energy Efficiency Rating Services (CHEERS) using information uploaded by third parties not affiliated with or related to CHEERS. Therefore, CHEERS is not responsible for, and cannot guarantee, the accuracy or completeness of the information contained in this document. CERTIFICATE OF COMPLIANCE - LOWRISE MULTIFAMILY MIXED USE PERFORMANCE COMPLIANCE METHOD LMCC-PRF-01-E Lowrise Multifamily Mixed Use Performance Compliance Method (Page 40 of 48) Registration Number:Registration Date/Time: HERS Provider: CA Building Energy Efficiency Standards 2022 Lowrise Multifamily Compliance Report Version: 2022.0.000 Schema Version: rev 20220601 Report Generated: 2024-06-21 10:09:20 Compliance ID: EnergyPro-30082-0624-0004 G7B. FENESTRATION SUMMARY (MULTIFAMILY AND COMMON AREAS) 01 02 03 04 05 06 07 08 09 10 11 12 13 Fenestration Name Fenestration Type/ Product Type / Frame Type Parent Surface Azimuth Multiplier Area (ft2)Overall U-factor U-factor Source Overall SHGC SHGC Source Overall VT Exterior Shading Status1 W E Vertical fenestration Architectural Window - Operable (Multifamily only) N/A Right wall 19 270 1 28.5 0.29 NFRC 0.21 NFRC N/A Standard bug screens N W E 2 Vertical fenestration Architectural Window - Operable (Multifamily only) N/A Right wall 19 270 1 28.5 0.29 NFRC 0.21 NFRC N/A Standard bug screens N W E 3 Vertical fenestration Architectural Window - Operable (Multifamily only) N/A Right wall 19 270 1 28.5 0.29 NFRC 0.21 NFRC N/A Standard bug screens N W D 11 Vertical fenestration Architectural Window - Operable (Multifamily only) N/A Right wall 19 270 1 47.5 0.29 NFRC 0.21 NFRC N/A Standard bug screens N W E 4 Vertical fenestration Architectural Window - Operable (Multifamily only) N/A Right wall 19 270 1 28.5 0.29 NFRC 0.21 NFRC N/A Standard bug screens N W E 5 Vertical fenestration Architectural Window - Operable (Multifamily only) N/A Right wall 19 270 1 28.5 0.29 NFRC 0.21 NFRC N/A Standard bug screens N W D 12 Vertical fenestration Architectural Window - Operable (Multifamily only) N/A Right wall 19 270 1 47.5 0.29 NFRC 0.21 NFRC N/A Standard bug screens N 1 Status: N - New, A - Altered, E - Existing 424-F010311382A-000-000-0000000-0000 12/11/2024 14:51 CHEERS NOTICE: This document has been generated by California Home Energy Efficiency Rating Services (CHEERS) using information uploaded by third parties not affiliated with or related to CHEERS. Therefore, CHEERS is not responsible for, and cannot guarantee, the accuracy or completeness of the information contained in this document. CERTIFICATE OF COMPLIANCE - LOWRISE MULTIFAMILY MIXED USE PERFORMANCE COMPLIANCE METHOD LMCC-PRF-01-E Lowrise Multifamily Mixed Use Performance Compliance Method (Page 41 of 48) Registration Number:Registration Date/Time: HERS Provider: CA Building Energy Efficiency Standards 2022 Lowrise Multifamily Compliance Report Version: 2022.0.000 Schema Version: rev 20220601 Report Generated: 2024-06-21 10:09:20 Compliance ID: EnergyPro-30082-0624-0004 H2. DWELLING UNIT HVAC HEATING AND COOLING SYSTEMS 01 02 03 04 05 06 07 08 09 10 11 12 13 Dwelling Unit Type Equipment Name Equipment Type Quantity Air Distribution System Name Fan System name Heating Cooling Heat Output at 47 Heat Output at 17 Efficiency Unit Efficiency Total Cooling Output Efficiency Unit Efficiency DU-1 Heat Pump System 1 VCHP-ducted N/A 1 Heat Pump System 1 Heat Pump System 1 17,000 13,500 HSPF 10 N/A EER SEER 12 14 DU-2 Heat Pump System 1 VCHP-ducted N/A 1 Heat Pump System 1 Heat Pump System 1 17,000 13,500 HSPF 10 N/A EER SEER 12 14 DU-3 Heat Pump System 1 VCHP-ducted N/A 1 Heat Pump System 1 Heat Pump System 1 17,000 13,500 HSPF 10 N/A EER SEER 12 14 DU-4 Heat Pump System 1 VCHP-ducted N/A 1 Heat Pump System 1 Heat Pump System 1 17,000 13,500 HSPF 10 N/A EER SEER 12 14 DU-5 Heat Pump System 1 VCHP-ducted N/A 1 Heat Pump System 1 Heat Pump System 1 17,000 13,500 HSPF 10 N/A EER SEER 12 14 DU-6 Heat Pump System 1 VCHP-ducted N/A 1 Heat Pump System 1 Heat Pump System 1 17,000 13,500 HSPF 10 N/A EER SEER 12 14 DU-7 Heat Pump System 1 VCHP-ducted N/A 1 Heat Pump System 1 Heat Pump System 1 17,000 13,500 HSPF 10 N/A EER SEER 12 14 DU-8 Heat Pump System 2 VCHP-ducted N/A 1 Heat Pump System 2 Heat Pump System 2 17,000 13,500 HSPF 10 N/A EER SEER 12 14 DU-9 Heat Pump System 2 VCHP-ducted N/A 1 Heat Pump System 2 Heat Pump System 2 17,000 13,500 HSPF 10 N/A EER SEER 12 14 DU-10 Heat Pump System 2 VCHP-ducted N/A 1 Heat Pump System 2 Heat Pump System 2 17,000 13,500 HSPF 10 N/A EER SEER 12 14 DU-11 Heat Pump System 2 VCHP-ducted N/A 1 Heat Pump System 2 Heat Pump System 2 17,000 13,500 HSPF 10 N/A EER SEER 12 14 DU-12 Heat Pump System 2 VCHP-ducted N/A 1 Heat Pump System 2 Heat Pump System 2 17,000 13,500 HSPF 10 N/A EER SEER 12 14 DU-13 Heat Pump System 2 VCHP-ducted N/A 1 Heat Pump System 2 Heat Pump System 2 17,000 13,500 HSPF 10 N/A EER SEER 12 14 424-F010311382A-000-000-0000000-0000 12/11/2024 14:51 CHEERS NOTICE: This document has been generated by California Home Energy Efficiency Rating Services (CHEERS) using information uploaded by third parties not affiliated with or related to CHEERS. Therefore, CHEERS is not responsible for, and cannot guarantee, the accuracy or completeness of the information contained in this document. CERTIFICATE OF COMPLIANCE - LOWRISE MULTIFAMILY MIXED USE PERFORMANCE COMPLIANCE METHOD LMCC-PRF-01-E Lowrise Multifamily Mixed Use Performance Compliance Method (Page 42 of 48) Registration Number:Registration Date/Time: HERS Provider: CA Building Energy Efficiency Standards 2022 Lowrise Multifamily Compliance Report Version: 2022.0.000 Schema Version: rev 20220601 Report Generated: 2024-06-21 10:09:20 Compliance ID: EnergyPro-30082-0624-0004 H2. DWELLING UNIT HVAC HEATING AND COOLING SYSTEMS 01 02 03 04 05 06 07 08 09 10 11 12 13 Dwelling Unit Type Equipment Name Equipment Type Quantity Air Distribution System Name Fan System name Heating Cooling Heat Output at 47 Heat Output at 17 Efficiency Unit Efficiency Total Cooling Output Efficiency Unit Efficiency DU-14 Heat Pump System 2 VCHP-ducted N/A 1 Heat Pump System 2 Heat Pump System 2 17,000 13,500 HSPF 10 N/A EER SEER 12 14 DU-15 Heat Pump System 2 VCHP-ducted N/A 1 Heat Pump System 2 Heat Pump System 2 17,000 13,500 HSPF 10 N/A EER SEER 12 14 DU-16 Heat Pump System 3 VCHP-ducted N/A 1 Heat Pump System 3 Heat Pump System 3 17,000 13,500 HSPF 10 N/A EER SEER 12 14 DU-17 Heat Pump System 3 VCHP-ducted N/A 1 Heat Pump System 3 Heat Pump System 3 17,000 13,500 HSPF 10 N/A EER SEER 12 14 DU-18 Heat Pump System 3 VCHP-ducted N/A 1 Heat Pump System 3 Heat Pump System 3 17,000 13,500 HSPF 10 N/A EER SEER 12 14 DU-19 Heat Pump System 3 VCHP-ducted N/A 1 Heat Pump System 3 Heat Pump System 3 17,000 13,500 HSPF 10 N/A EER SEER 12 14 DU-20 Heat Pump System 3 VCHP-ducted N/A 1 Heat Pump System 3 Heat Pump System 3 17,000 13,500 HSPF 10 N/A EER SEER 12 14 DU-21 Heat Pump System 3 VCHP-ducted N/A 1 Heat Pump System 3 Heat Pump System 3 17,000 13,500 HSPF 10 N/A EER SEER 12 14 DU-22 Heat Pump System 3 VCHP-ducted N/A 1 Heat Pump System 3 Heat Pump System 3 17,000 13,500 HSPF 10 N/A EER SEER 12 14 DU-23 Heat Pump System 3 VCHP-ducted N/A 1 Heat Pump System 3 Heat Pump System 3 17,000 13,500 HSPF 10 N/A EER SEER 12 14 424-F010311382A-000-000-0000000-0000 12/11/2024 14:51 CHEERS NOTICE: This document has been generated by California Home Energy Efficiency Rating Services (CHEERS) using information uploaded by third parties not affiliated with or related to CHEERS. Therefore, CHEERS is not responsible for, and cannot guarantee, the accuracy or completeness of the information contained in this document. CERTIFICATE OF COMPLIANCE - LOWRISE MULTIFAMILY MIXED USE PERFORMANCE COMPLIANCE METHOD LMCC-PRF-01-E Lowrise Multifamily Mixed Use Performance Compliance Method (Page 43 of 48) Registration Number:Registration Date/Time: HERS Provider: CA Building Energy Efficiency Standards 2022 Lowrise Multifamily Compliance Report Version: 2022.0.000 Schema Version: rev 20220601 Report Generated: 2024-06-21 10:09:20 Compliance ID: EnergyPro-30082-0624-0004 H2b. Common Area HVAC Heating and Cooling Systems 01 02 03 04 05 06 07 08 09 10 11 12 13 HVAC System Name Equipment Name Equipment Type Quantity Air Distribution System Name Fan System name Heating Cooling Heat Output at 47 Heat Output at 17 Efficiency Unit Efficiency Total Cooling Output Efficiency Unit Efficiency HVAC Level 21 Heat Pump System 1 Heat pump heating cooling 8 Heat Pump System 1 Heat Pump System 1 136,000 108,000 HSPF 10 N/A EER SEER 12 14 H3a. MULTIFAMILY / COMMON USE AREA FAN SYSTEMS SUMMARY 01 02 03 04 05 Name Type Power Power Units Status Heat Pump System 1 HVAC Fan 0.35 W/cfm N/A Heat Pump System 2 HVAC Fan 0.35 W/cfm N/A Heat Pump System 3 HVAC Fan 0.35 W/cfm N/A H3b. MULTIFAMILY / COMMON USE AREA IAQ FAN SYSTEMS SUMMARY 01 02 03 04 05 06 Name Type Airflow (CFM)Power Power Units Status S-2-Hallway and Fitness room-IAQFan Balanced 225.3 0.7 W/cfm N/A S-11-Hallway Level 3-IAQFan Balanced 151.7 0.7 W/cfm N/A S-20-Hallway Level 4-IAQFan Balanced 151.7 0.7 W/cfm N/A S-9-Garage-IAQFan Balanced 1357.5 0.7 W/cfm N/A 424-F010311382A-000-000-0000000-0000 12/11/2024 14:51 CHEERS NOTICE: This document has been generated by California Home Energy Efficiency Rating Services (CHEERS) using information uploaded by third parties not affiliated with or related to CHEERS. Therefore, CHEERS is not responsible for, and cannot guarantee, the accuracy or completeness of the information contained in this document. CERTIFICATE OF COMPLIANCE - LOWRISE MULTIFAMILY MIXED USE PERFORMANCE COMPLIANCE METHOD LMCC-PRF-01-E Lowrise Multifamily Mixed Use Performance Compliance Method (Page 44 of 48) Registration Number:Registration Date/Time: HERS Provider: CA Building Energy Efficiency Standards 2022 Lowrise Multifamily Compliance Report Version: 2022.0.000 Schema Version: rev 20220601 Report Generated: 2024-06-21 10:09:20 Compliance ID: EnergyPro-30082-0624-0004 H4. MULTIFAMILY HVAC DISTRIBUTION 01 02 03 04 05 06 07 08 Name Type Duct Ins. R-value Supply Duct Ins. R-value Return Duct Location Supply Duct Location Return Verified Duct Design Surface Area Supply Return Heat Pump System 1 Conditioned space-entirely ( Non-Verified )N/A N/A Conditioned Zone Conditioned Zone N/A N/A Heat Pump System 2 Conditioned space-entirely ( Non-Verified )N/A N/A Conditioned Zone Conditioned Zone N/A N/A Heat Pump System 3 Conditioned space-entirely ( Non-Verified )N/A N/A Conditioned Zone Conditioned Zone N/A N/A H4b. MULTIFAMILY HVAC DISTRIBUTION – HERS VERIFICATION 01 02 03 04 05 06 07 08 09 Name Duct Leakage Verification Duct Leakage Target (%) Verified Duct Location Verified Duct Design Buried Ducts Deeply Buried Ducts Low-leakage Air Handler Low Leakage Ducts Entirely in Conditioned Space Heat Pump System 1 Yes Required Not Required Not Required Credit not taken Not Required No Heat Pump System 2 Yes Required Not Required Not Required Credit not taken Not Required No Heat Pump System 3 Yes Required Not Required Not Required Credit not taken Not Required No H9. NONRESIDENTIAL / COMMON USE AREA & HOTEL/MOTEL VENTILATION 01 02 03 04 05 06 07 Zone Name Mechanical Ventilation Conditioned Area (sf)DCV or Occupant Sensor Controls, or BothVentilation Function # of People Supply OA CFM Exhaust CFM S-9-Garage Residential - Common corridors 45.25 1357.5 1357.5 9050 N/A 424-F010311382A-000-000-0000000-0000 12/11/2024 14:51 CHEERS NOTICE: This document has been generated by California Home Energy Efficiency Rating Services (CHEERS) using information uploaded by third parties not affiliated with or related to CHEERS. Therefore, CHEERS is not responsible for, and cannot guarantee, the accuracy or completeness of the information contained in this document. CERTIFICATE OF COMPLIANCE - LOWRISE MULTIFAMILY MIXED USE PERFORMANCE COMPLIANCE METHOD LMCC-PRF-01-E Lowrise Multifamily Mixed Use Performance Compliance Method (Page 45 of 48) Registration Number:Registration Date/Time: HERS Provider: CA Building Energy Efficiency Standards 2022 Lowrise Multifamily Compliance Report Version: 2022.0.000 Schema Version: rev 20220601 Report Generated: 2024-06-21 10:09:20 Compliance ID: EnergyPro-30082-0624-0004 H10. MULTIFAMILY DWELLING UNIT TYPE CENTRAL / INDIVIDUAL VENTILATION 01 02 03 04 05 06 07 08 09 10 11 12 13 Dwelling Unit Type IAQ Option Central Fan (If applicable)Individual Fan (if applicable) IAQ Fan Type Type Supply Airflow CFM Supply Fan Efficacy W/CFM Exhaust CFM Exhaust Fan Efficacy W/CFM IAQ Fan Type Count Airflow CFM Fan Efficacy W/CFM Recovery Efficiency SRE Recovery Efficiency ASRE DU-1 Default Minimum Balanced IAQ Fan N/A N/A N/A N/A N/A N/A N/A 45.9 N/A N/A N/A DU-2 Default Minimum Balanced IAQ Fan N/A N/A N/A N/A N/A N/A N/A 33.9 N/A N/A N/A DU-3 Default Minimum Balanced IAQ Fan N/A N/A N/A N/A N/A N/A N/A 33.9 N/A N/A N/A DU-4 Default Minimum Balanced IAQ Fan N/A N/A N/A N/A N/A N/A N/A 33.9 N/A N/A N/A DU-5 Default Minimum Balanced IAQ Fan N/A N/A N/A N/A N/A N/A N/A 33.9 N/A N/A N/A DU-6 Default Minimum Balanced IAQ Fan N/A N/A N/A N/A N/A N/A N/A 33.9 N/A N/A N/A DU-7 Default Minimum Balanced IAQ Fan N/A N/A N/A N/A N/A N/A N/A 33.9 N/A N/A N/A DU-8 Default Minimum Balanced IAQ Fan N/A N/A N/A N/A N/A N/A N/A 53.4 N/A N/A N/A DU-9 Default Minimum Balanced IAQ Fan N/A N/A N/A N/A N/A N/A N/A 33.9 N/A N/A N/A DU-10 Default Minimum Balanced IAQ Fan N/A N/A N/A N/A N/A N/A N/A 55.2 N/A N/A N/A DU-11 Default Minimum Balanced IAQ Fan N/A N/A N/A N/A N/A N/A N/A 33.9 N/A N/A N/A DU-12 Default Minimum Balanced IAQ Fan N/A N/A N/A N/A N/A N/A N/A 33.9 N/A N/A N/A DU-13 Default Minimum Balanced IAQ Fan N/A N/A N/A N/A N/A N/A N/A 33.9 N/A N/A N/A 424-F010311382A-000-000-0000000-0000 12/11/2024 14:51 CHEERS NOTICE: This document has been generated by California Home Energy Efficiency Rating Services (CHEERS) using information uploaded by third parties not affiliated with or related to CHEERS. Therefore, CHEERS is not responsible for, and cannot guarantee, the accuracy or completeness of the information contained in this document. CERTIFICATE OF COMPLIANCE - LOWRISE MULTIFAMILY MIXED USE PERFORMANCE COMPLIANCE METHOD LMCC-PRF-01-E Lowrise Multifamily Mixed Use Performance Compliance Method (Page 46 of 48) Registration Number:Registration Date/Time: HERS Provider: CA Building Energy Efficiency Standards 2022 Lowrise Multifamily Compliance Report Version: 2022.0.000 Schema Version: rev 20220601 Report Generated: 2024-06-21 10:09:20 Compliance ID: EnergyPro-30082-0624-0004 H10. MULTIFAMILY DWELLING UNIT TYPE CENTRAL / INDIVIDUAL VENTILATION 01 02 03 04 05 06 07 08 09 10 11 12 13 Dwelling Unit Type IAQ Option Central Fan (If applicable)Individual Fan (if applicable) IAQ Fan Type Type Supply Airflow CFM Supply Fan Efficacy W/CFM Exhaust CFM Exhaust Fan Efficacy W/CFM IAQ Fan Type Count Airflow CFM Fan Efficacy W/CFM Recovery Efficiency SRE Recovery Efficiency ASRE DU-14 Default Minimum Balanced IAQ Fan N/A N/A N/A N/A N/A N/A N/A 33.9 N/A N/A N/A DU-15 Default Minimum Balanced IAQ Fan N/A N/A N/A N/A N/A N/A N/A 33.9 N/A N/A N/A DU-16 Default Minimum Balanced IAQ Fan N/A N/A N/A N/A N/A N/A N/A 53.4 N/A N/A N/A DU-17 Default Minimum Balanced IAQ Fan N/A N/A N/A N/A N/A N/A N/A 33.9 N/A N/A N/A DU-18 Default Minimum Balanced IAQ Fan N/A N/A N/A N/A N/A N/A N/A 55.2 N/A N/A N/A DU-19 Default Minimum Balanced IAQ Fan N/A N/A N/A N/A N/A N/A N/A 33.9 N/A N/A N/A DU-20 Default Minimum Balanced IAQ Fan N/A N/A N/A N/A N/A N/A N/A 33.9 N/A N/A N/A DU-21 Default Minimum Balanced IAQ Fan N/A N/A N/A N/A N/A N/A N/A 33.9 N/A N/A N/A DU-22 Default Minimum Balanced IAQ Fan N/A N/A N/A N/A N/A N/A N/A 33.9 N/A N/A N/A DU-23 Default Minimum Balanced IAQ Fan N/A N/A N/A N/A N/A N/A N/A 33.9 N/A N/A N/A 424-F010311382A-000-000-0000000-0000 12/11/2024 14:51 CHEERS NOTICE: This document has been generated by California Home Energy Efficiency Rating Services (CHEERS) using information uploaded by third parties not affiliated with or related to CHEERS. Therefore, CHEERS is not responsible for, and cannot guarantee, the accuracy or completeness of the information contained in this document. CERTIFICATE OF COMPLIANCE - LOWRISE MULTIFAMILY MIXED USE PERFORMANCE COMPLIANCE METHOD LMCC-PRF-01-E Lowrise Multifamily Mixed Use Performance Compliance Method (Page 47 of 48) Registration Number:Registration Date/Time: HERS Provider: CA Building Energy Efficiency Standards 2022 Lowrise Multifamily Compliance Report Version: 2022.0.000 Schema Version: rev 20220601 Report Generated: 2024-06-21 10:09:20 Compliance ID: EnergyPro-30082-0624-0004 I1. WATER HEATER EQUIPMENT SUMMARY 01 02 03 04 05 06 07 08 09 10 11 12 13 14 Name Heater Element Type Tank Type Qty Tank Vol (gal) Rated Input Rated Input Unit Efficiency Efficiency Unit Tank Insulation R-value Int/Ext Standby Loss Fraction 1st Hr. Rating or Flow Rate (gal) Heat Pump Type Tank Location or Ambient Condition Rheem HPLD80-1RH (80 gal10 Heat Pump Storage 7 80 N/A N/A N/A N/A N/A N/A N/A Residential (NEEA RATED) PRODUCT Outside Rheem HPLD80-1RH (80 gal11 Heat Pump Storage 8 80 N/A N/A N/A N/A N/A N/A N/A Residential (NEEA RATED) PRODUCT Outside Rheem HPLD80-1RH (80 gal12 Heat Pump Storage 8 80 N/A N/A N/A N/A N/A N/A N/A Residential (NEEA RATED) PRODUCT Outside I2. MULTI-FAMILY WATER HEATING SYSTEM DETAIL 01 02 03 04 05 06 07 08 System Name Configuration Type Qty in System Dwelling Unit Distribution Type Water Heater Name Solar Heating System Is Compact Distribution MF0-Rheem HPLD80-1RH (80 gal1 Domestic Hot Water (DHW)Unitary 1 Standard Distribution System Rheem HPLD80-1RH (80 gal10 N/A No MF1-Rheem HPLD80-1RH (80 gal1 Domestic Hot Water (DHW)Unitary 1 Standard Distribution System Rheem HPLD80-1RH (80 gal11 N/A No MF2-Rheem HPLD80-1RH (80 gal1 Domestic Hot Water (DHW)Unitary 1 Standard Distribution System Rheem HPLD80-1RH (80 gal12 N/A No 424-F010311382A-000-000-0000000-0000 12/11/2024 14:51 CHEERS NOTICE: This document has been generated by California Home Energy Efficiency Rating Services (CHEERS) using information uploaded by third parties not affiliated with or related to CHEERS. Therefore, CHEERS is not responsible for, and cannot guarantee, the accuracy or completeness of the information contained in this document. CERTIFICATE OF COMPLIANCE - LOWRISE MULTIFAMILY MIXED USE PERFORMANCE COMPLIANCE METHOD LMCC-PRF-01-E Lowrise Multifamily Mixed Use Performance Compliance Method (Page 48 of 48) Registration Number:Registration Date/Time: HERS Provider: CA Building Energy Efficiency Standards 2022 Lowrise Multifamily Compliance Report Version: 2022.0.000 Schema Version: rev 20220601 Report Generated: 2024-06-21 10:09:20 Compliance ID: EnergyPro-30082-0624-0004 Documentation Author's Declaration Statement 1. I certify that this Certificate of Compliance documentation is accurate and complete. Documentation Author Name: Truong Dong Documentation Author Signature: Company: Dong Engineering Signature Date: Address: 12682 Hoover ST CEA/HERS Certification Identification (if applicable): C75466 City/State/Zip: Garden Grove , Ca 92683 Phone: Responsible Person's Declaration statement I certify the following under penalty of perjury, under the laws of the State of California: 1.The information provided on this Certificate of Compliance is true and correct. 2.I am eligible under Division 3 of the Business and Professions Code to accept responsibility for the building design or system design identified on this Certificate of Compliance (responsible designer) 3.The energy features and performance specifications, materials, components, and manufactured devices for the building design or system design identified on this Certificate of Compliance conform to the requirements of Title 24, Part 1 and Part 6 of the California Code of Regulations. 4.The building design features or system design features identified on this Certificate of Compliance are consistent with the information provided on other applicable compliance documents, worksheets, calculations, plans and specifications submitted to the enforcement agency for approval with this building permit application. 5.I understand that a registered copy of this Certificate of Compliance shall be made available with the building permit(s) issued for the building, and made available to the enforcement agency for all applicable inspections, and I will take the necessary steps to accomplish this requirement. 6.I understand that a registered copy of this Certificate of Compliance is required to be included with the documentation the builder provides to the building owner at occupancy, and I will take the necessary steps to accomplish these requirements. Responsible Designer Name:Responsible Designer Signature: Company:Date Signed: Address:License #: City/State/Zip:Title: Phone:Scope: Truong Dong Dong Engineering 12/11/2024 10692 silver cir garden grove, CA 92843 (714) 204-2874 Truong Dong Dong Engineering 12/11/2024 10692 silver cir N/A garden grove, CA 92843 (714) 204-2874 424-F010311382A-000-000-0000000-0000 12/11/2024 14:51 CHEERS NOTICE: This document has been generated by California Home Energy Efficiency Rating Services (CHEERS) using information uploaded by third parties not affiliated with or related to CHEERS. Therefore, CHEERS is not responsible for, and cannot guarantee, the accuracy or completeness of the information contained in this document. Digitally signed by California Home Energy Efficiency Rating Services (CHEERS). This digital signature is provided in order to secure the content of this registered document, and in no way implies Registration Provider responsibility for the accuracy of the information. Registration Number:Registration Date/Time: HERS Provider: CA Building Energy Efficiency Standards 2022 Lowrise Multifamily Compliance Report Version: 2022.0.000 Schema Version: rev 20220601 Report Generated: 2024-06-21 10:09:20 Compliance ID: EnergyPro-30082-0624-0004 CERTIFICATE OF COMPLIANCE - LOWRISE MULTIFAMILY MIXED USE PERFORMANCE COMPLIANCE METHOD LMCC-PRF-01-E Lowrise Multifamily Mixed Use Performance Compliance Method (Page 1 of 48) Project Name: 240022 Date Prepared: 2024-06-21 A. General Information 1 Project Name 240022 2 Run Title Title 24 Analysis 3 Project Location 322 N.HARBOR BLVD, 4 City SANTA ANA 5 Standards Version Compliance 2022 6 Zip code 92703 7 Compliance Software (version)EnergyPro 9.3 8 Climate Zone 8 9 Building Orientation (deg)0 10 Building Type(s)• Multifamily 3 stories 11 Weather File COSTA-MESA-WAYNE_STYP20.epw 12 Project Scope • New complete scope 13 Number of Dwelling Units 23 14 Total Conditioned Floor Area in Scope (ft2)25660 15 Total # of hotel/motel rooms 0 16 Total Unconditioned Floor Area (ft2)3526 17 Fuel Type Natural gas 18 Nonresidential Conditioned Floor Area 0 19 Total # of Stories (Habitable Above Grade)1 20 Residential Conditioned Floor Area 25660 425-F010001521A-000-000-0000000-0000 01/03/2025 09:52 CHEERS NOTICE: This document has been generated by California Home Energy Efficiency Rating Services (CHEERS) using information uploaded by third parties not affiliated with or related to CHEERS. Therefore, CHEERS is not responsible for, and cannot guarantee, the accuracy or completeness of the information contained in this document. CERTIFICATE OF COMPLIANCE - LOWRISE MULTIFAMILY MIXED USE PERFORMANCE COMPLIANCE METHOD LMCC-PRF-01-E Lowrise Multifamily Mixed Use Performance Compliance Method (Page 2 of 48) Registration Number:Registration Date/Time: HERS Provider: CA Building Energy Efficiency Standards 2022 Lowrise Multifamily Compliance Report Version: 2022.0.000 Schema Version: rev 20220601 Report Generated: 2024-06-21 10:09:20 Compliance ID: EnergyPro-30082-0624-0004 B. PROJECT SUMMARY Table B shows which building components are included in the performance calculation. If indicated as not included, the project must show compliance prescriptively if within the permit application. Building Components Complying via Performance Building Components Complying Prescriptively Envelope (See Table G) Nonres Not Included Solar Thermal Water Heating (See Table I3) Performance The following building components are ONLY eligible for prescriptive compliance and should be documented on the LMCC form listed if within the scope of the permit application (i.e. compliance will not be shown on the LMCC-PRF-E).MultiFam Performance Not Included Mechanical (See Table H) Nonres Not Included Covered Process: Commercial Kitchens (see Table J) Performance Indoor Lighting (Unconditioned) 140.6 & 170.2(e) LMCC-LTI-01E is required MultiFam Performance Not Included Outdoor Lighting 140.7 & 170.2(e)LMCC-LTO-01E is required Domestic Hot Water (See Table I) Nonres Not Included Covered Process: Laboratory Exhaust (see Table J) Performance Sign Lighting 140.8 & 170.2(e)LMCC-LTS-01E is required MultiFam Performance Not Included Building Components Complying with Mandatory Measures Lighting (Indoor Conditioned, see Table K) Nonres Not Included Photovoltaics (see Table F) Performance Electrical power systems, commissioning, solar ready, elevator and escalator requirements are mandatory and should be documented on the LMCC form listed if applicable (i.e. compliance will not be shown on the LMCC-PRF-E.) MultiFam Performance Not Included Electrical Power Distribution 110.11 LMCC-ELC-01E is required Battery (see Table F) Performance Commissioning 120.8 LMCC-CXR-01E is required Not Included Solar and Battery 110.10 LMCC-SAB-01E is required 425-F010001521A-000-000-0000000-0000 01/03/2025 09:52 CHEERS NOTICE: This document has been generated by California Home Energy Efficiency Rating Services (CHEERS) using information uploaded by third parties not affiliated with or related to CHEERS. Therefore, CHEERS is not responsible for, and cannot guarantee, the accuracy or completeness of the information contained in this document. CERTIFICATE OF COMPLIANCE - LOWRISE MULTIFAMILY MIXED USE PERFORMANCE COMPLIANCE METHOD LMCC-PRF-01-E Lowrise Multifamily Mixed Use Performance Compliance Method (Page 3 of 48) Registration Number:Registration Date/Time: HERS Provider: CA Building Energy Efficiency Standards 2022 Lowrise Multifamily Compliance Report Version: 2022.0.000 Schema Version: rev 20220601 Report Generated: 2024-06-21 10:09:20 Compliance ID: EnergyPro-30082-0624-0004 C1. COMPLIANCE SUMMARY COMPLIES3 Time Dependent Valuation (TDV)Source Energy Use Efficiency1 (kBtu/ft2 - yr)Total2 (kBtu/ft2 - yr)Total2 (kBtu/ft2 - yr) Standard Design 125.45 67.1 8.91 Proposed Design 105.61 66.05 7.7 Compliance Margins 19.84 1.05 1.21 Pass Pass Pass 1 Efficiency measures include improvements like a better building envelope and more efficient equipment 2 Compliance Totals include efficiency, photovoltaics and batteries 3 New Construction, Complete Addition Scope: Building complies when all efficiency and total compliance margins are greater than or equal to zero and unmet load hour limits are not exceeded Existing, Addition and Alteration Scope: Building complies when efficiency compliance margin is greater than or equal to zero and unmet load hour limits are not exceeded 425-F010001521A-000-000-0000000-0000 01/03/2025 09:52 CHEERS NOTICE: This document has been generated by California Home Energy Efficiency Rating Services (CHEERS) using information uploaded by third parties not affiliated with or related to CHEERS. Therefore, CHEERS is not responsible for, and cannot guarantee, the accuracy or completeness of the information contained in this document. CERTIFICATE OF COMPLIANCE - LOWRISE MULTIFAMILY MIXED USE PERFORMANCE COMPLIANCE METHOD LMCC-PRF-01-E Lowrise Multifamily Mixed Use Performance Compliance Method (Page 4 of 48) Registration Number:Registration Date/Time: HERS Provider: CA Building Energy Efficiency Standards 2022 Lowrise Multifamily Compliance Report Version: 2022.0.000 Schema Version: rev 20220601 Report Generated: 2024-06-21 10:09:20 Compliance ID: EnergyPro-30082-0624-0004 C2. TDV ENERGY COMPLIANCE RESULTS FOR PERFORMANCE COMPONENTS (Annual TDV Energy Use, kBtu/ft 2 - yr) COMPLIES2 Energy Component Standard Design (TDV)Proposed Design (TDV)Compliance Margin (TDV)1 Space Heating 3.12 5.15 -2.03 Space Cooling 22.16 22.16 0 Indoor Fans 39.47 18.79 20.68 Heat Rejection 0 0 0 Pumps & Misc.0.1 0.13 -0.03 Domestic Hot Water 14.91 13.69 1.22 Indoor Lighting 45.69 45.69 0 Flexibility --------- EFFICIENCY COMPLIANCE TOTAL 125.45 105.61 19.84 (15.8%) Photovoltaics -58.35 -39.56 -18.79 Batteries --------- TOTAL COMPLIANCE 67.1 66.05 1.05 (1.6%) 1 Notes: This number in parenthesis following the Compliance Margin in column 4, represents the Percent Better than Standard. 425-F010001521A-000-000-0000000-0000 01/03/2025 09:52 CHEERS NOTICE: This document has been generated by California Home Energy Efficiency Rating Services (CHEERS) using information uploaded by third parties not affiliated with or related to CHEERS. Therefore, CHEERS is not responsible for, and cannot guarantee, the accuracy or completeness of the information contained in this document. CERTIFICATE OF COMPLIANCE - LOWRISE MULTIFAMILY MIXED USE PERFORMANCE COMPLIANCE METHOD LMCC-PRF-01-E Lowrise Multifamily Mixed Use Performance Compliance Method (Page 5 of 48) Registration Number:Registration Date/Time: HERS Provider: CA Building Energy Efficiency Standards 2022 Lowrise Multifamily Compliance Report Version: 2022.0.000 Schema Version: rev 20220601 Report Generated: 2024-06-21 10:09:20 Compliance ID: EnergyPro-30082-0624-0004 C3. TDV ENERGY RESULTS FOR NON-REGULATED COMPONENTS1 Non-Regulated Energy Component Standard Design (TDV)Proposed Design (TDV)Compliance Margin (TDV)1 Receptacle 34.07 34.07 --- Process 28.09 28.12 -0.03 Other Ltg 5.94 5.94 --- Process Motors --------- TOTAL (TOTAL COMPLIANCE + NON-REGULATED COMPONENTS)135.2 134.18 1.02 (0.8%) 1 Notes: This table is not used for Energy Code Compliance. 425-F010001521A-000-000-0000000-0000 01/03/2025 09:52 CHEERS NOTICE: This document has been generated by California Home Energy Efficiency Rating Services (CHEERS) using information uploaded by third parties not affiliated with or related to CHEERS. Therefore, CHEERS is not responsible for, and cannot guarantee, the accuracy or completeness of the information contained in this document. CERTIFICATE OF COMPLIANCE - LOWRISE MULTIFAMILY MIXED USE PERFORMANCE COMPLIANCE METHOD LMCC-PRF-01-E Lowrise Multifamily Mixed Use Performance Compliance Method (Page 6 of 48) Registration Number:Registration Date/Time: HERS Provider: CA Building Energy Efficiency Standards 2022 Lowrise Multifamily Compliance Report Version: 2022.0.000 Schema Version: rev 20220601 Report Generated: 2024-06-21 10:09:20 Compliance ID: EnergyPro-30082-0624-0004 C4. SOURCE ENERGY COMPLIANCE RESULTS FOR PERFORMANCE COMPONENTS (Annual SOURCE Energy Use, kBtu/ft 2 /yr) COMPLIES2 Energy Component Standard Design (SOURCE)Proposed Design (SOURCE)Compliance Margin (SOURCE)1 Space Heating 0.43 0.73 -0.3 Space Cooling 0.91 0.81 0.1 Indoor Fans 3.61 1.6 2.01 Heat Rejection 0 0 0 Pumps & Misc.0.01 0.02 -0.01 Domestic Hot Water 1.38 1.3 0.08 Indoor Lighting 4.35 4.35 0 Flexibility --------- EFFICIENCY COMPLIANCE TOTAL 10.69 8.81 1.88 (17.6%) Photovoltaics -1.78 -1.11 -0.67 Batteries --------- TOTAL COMPLIANCE 8.91 7.7 1.21 (13.6%) 1 Notes: This number in parenthesis following the Compliance Margin in column 4, represents the Percent Better than Standard. 425-F010001521A-000-000-0000000-0000 01/03/2025 09:52 CHEERS NOTICE: This document has been generated by California Home Energy Efficiency Rating Services (CHEERS) using information uploaded by third parties not affiliated with or related to CHEERS. Therefore, CHEERS is not responsible for, and cannot guarantee, the accuracy or completeness of the information contained in this document. CERTIFICATE OF COMPLIANCE - LOWRISE MULTIFAMILY MIXED USE PERFORMANCE COMPLIANCE METHOD LMCC-PRF-01-E Lowrise Multifamily Mixed Use Performance Compliance Method (Page 7 of 48) Registration Number:Registration Date/Time: HERS Provider: CA Building Energy Efficiency Standards 2022 Lowrise Multifamily Compliance Report Version: 2022.0.000 Schema Version: rev 20220601 Report Generated: 2024-06-21 10:09:20 Compliance ID: EnergyPro-30082-0624-0004 C5. SOURCE ENERGY RESULTS FOR NON-REGULATED COMPONENTS1 Non-Regulated Energy Component Standard Design (SOURCE)Proposed Design (SOURCE)Compliance Margin (SOURCE)1 Receptacle 3.35 3.35 --- Process 4.26 4.26 --- Other Ltg 0.63 0.63 --- Process Motors --------- TOTAL ( TOTAL COMPLIANCE + NON-REGULATED COMPONENTS)17.15 15.94 1.21 (7.1%) 1 Notes: This table is not used for Energy Code Compliance. C6. 'ABOVE CODE' QUALIFICATIONS This project is pursuing CalGreen Tier 1 This project is pursuing CalGreen Tier 2 425-F010001521A-000-000-0000000-0000 01/03/2025 09:52 CHEERS NOTICE: This document has been generated by California Home Energy Efficiency Rating Services (CHEERS) using information uploaded by third parties not affiliated with or related to CHEERS. Therefore, CHEERS is not responsible for, and cannot guarantee, the accuracy or completeness of the information contained in this document. CERTIFICATE OF COMPLIANCE - LOWRISE MULTIFAMILY MIXED USE PERFORMANCE COMPLIANCE METHOD LMCC-PRF-01-E Lowrise Multifamily Mixed Use Performance Compliance Method (Page 8 of 48) Registration Number:Registration Date/Time: HERS Provider: CA Building Energy Efficiency Standards 2022 Lowrise Multifamily Compliance Report Version: 2022.0.000 Schema Version: rev 20220601 Report Generated: 2024-06-21 10:09:20 Compliance ID: EnergyPro-30082-0624-0004 C7. ENERGY USE SUMMARY Energy Component Standard Design Site (MWh) Proposed Design Site (MWh) Margin (MWh)Standard Design Site (MBtu) Proposed Design Site (MBtu) Margin (MBtu) Space Heating 2.7 4.4 -1.7 --------- Space Cooling 11.8 12.1 -0.3 --------- Indoor Fans 37 16.5 20.5 --------- Heat Rejection ------------------ Pumps & Misc.0.1 0.1 0 --------- Domestic Hot Water 15.4 14.1 1.3 --------- Indoor Lighting 44.1 44.1 0 --------- Flexibility ------------------ EFFICIENCY TOTAL 111.1 91.3 19.8 0 0 0 Photovoltaics -68.5 -42.3 -26.2 --------- Batteries ------------------ ENERGY USE SUBTOTAL 42.6 49 -6.4 0 0 0 Receptacle 31.7 31.7 0 --------- Process 16.3 16.4 -0.1 80.5 80.5 0 Other Ltg 5.2 5.2 0 --------- Process Motors ------------------ ENERGY USE TOTAL 95.8 102.3 -6.5 80.5 80.5 0 425-F010001521A-000-000-0000000-0000 01/03/2025 09:52 CHEERS NOTICE: This document has been generated by California Home Energy Efficiency Rating Services (CHEERS) using information uploaded by third parties not affiliated with or related to CHEERS. Therefore, CHEERS is not responsible for, and cannot guarantee, the accuracy or completeness of the information contained in this document. CERTIFICATE OF COMPLIANCE - LOWRISE MULTIFAMILY MIXED USE PERFORMANCE COMPLIANCE METHOD LMCC-PRF-01-E Lowrise Multifamily Mixed Use Performance Compliance Method (Page 9 of 48) Registration Number:Registration Date/Time: HERS Provider: CA Building Energy Efficiency Standards 2022 Lowrise Multifamily Compliance Report Version: 2022.0.000 Schema Version: rev 20220601 Report Generated: 2024-06-21 10:09:20 Compliance ID: EnergyPro-30082-0624-0004 C8. ENERGY USE INTENSITY (EUI) Standard Design (kBtu/ft2 / yr)Proposed Design (kBtu/ft2 / yr)Margin (kBtu/ft2 / yr)Margin Percentage GROSS EUI1 21.97 19.66 2.31 10.51 NET EUI1 13.96 14.72 -0.76 -5.44 1 Notes: Gross EUI is Energy Use Total (not including PV)/Total Building Area. Net EUI is Energy Use Total (including PV)/Total Building Area. D1. EXCEPTIONAL CONDITIONS • PV/Battery Building Type has been modified from software defaults for one or more spaces. Review project’s PV/Battery Building Type(s) with documentation author. Refer to Energy Code section 140.10 for Nonresidential or 170.2(g) for more information. D2. MULTIFAMILY REQUIRED SPECIAL FEATURES • Indoor air quality, balanced fan • IAQ Ventilation System: supply outside air inlet, filter, and H/ERV cores accessible per RACM Reference Manual • IAQ Ventilation System: fault indicator display • Variable capacity heat pump compliance option (verification details from VCHP Staff report, Appendix B, and RA3) • Northwest Energy Efficiency Alliance (NEEA) rated heat pump water heater; specific brand/model, or equivalent, must be installed 425-F010001521A-000-000-0000000-0000 01/03/2025 09:52 CHEERS NOTICE: This document has been generated by California Home Energy Efficiency Rating Services (CHEERS) using information uploaded by third parties not affiliated with or related to CHEERS. Therefore, CHEERS is not responsible for, and cannot guarantee, the accuracy or completeness of the information contained in this document. CERTIFICATE OF COMPLIANCE - LOWRISE MULTIFAMILY MIXED USE PERFORMANCE COMPLIANCE METHOD LMCC-PRF-01-E Lowrise Multifamily Mixed Use Performance Compliance Method (Page 10 of 48) Registration Number:Registration Date/Time: HERS Provider: CA Building Energy Efficiency Standards 2022 Lowrise Multifamily Compliance Report Version: 2022.0.000 Schema Version: rev 20220601 Report Generated: 2024-06-21 10:09:20 Compliance ID: EnergyPro-30082-0624-0004 E1. HERS VERIFICATION SUMMARY The following is a summary of the features that must be field-verified by a certified HERS Rater as a condition for meeting the modeled energy performance for this computer analysis. Additional detail is provided in the building tables below. Registered LMCIs and LMCVs are required to be completed in the HERS Registry. Building-level Verifications: •Quality insulation installation (QII) •Indoor air quality ventilation •Kitchen range hood •High R-value Spray Foam Insulation Cooling System Verifications: •Verified Refrigerant Charge •Airflow in habitable rooms (SC3.1.4.1.7) •Minimum Airflow according to RA3.3 and SC3.3.3.4.1 Heating System Verifications: •Verified HSPF •Verified heat pump rated heating capacity •CEC certified low-static VCHP system •Wall-mounted thermostat in zones greater than 150 ft2 (SC3.4.5) •Verified air filter sizing (SC3.1.4.7) •Verified air filter pressure drop rating HVAC Distribution System Verifications: •Ducts located entirely in conditioned space confirmed by duct leakage testing •Verified low-leakage ducts in conditioned space must meet maximum 25 cfm leakage to outside (RA3.1.4.3.8) Domestic Hot Water System Verifications: •-- None -- F1. REQUIRED PV SYSTEMS 01 02 03 04 05 06 07 08 09 10 11 12 DC System Size (kWdc)Exception1 Module Type Array Type Power Electronics CFI Azimuth (deg)Tilt Input Array Angle (deg)Tilt: (x in 12)Inverter Eff. (%) Annual Solar Access (%) 28 Standard (14-17%)Fixed none false 270 Degrees 22 4.85 96 100 1See Table D1 for any PV exceptions used. 425-F010001521A-000-000-0000000-0000 01/03/2025 09:52 CHEERS NOTICE: This document has been generated by California Home Energy Efficiency Rating Services (CHEERS) using information uploaded by third parties not affiliated with or related to CHEERS. Therefore, CHEERS is not responsible for, and cannot guarantee, the accuracy or completeness of the information contained in this document. CERTIFICATE OF COMPLIANCE - LOWRISE MULTIFAMILY MIXED USE PERFORMANCE COMPLIANCE METHOD LMCC-PRF-01-E Lowrise Multifamily Mixed Use Performance Compliance Method (Page 11 of 48) Registration Number:Registration Date/Time: HERS Provider: CA Building Energy Efficiency Standards 2022 Lowrise Multifamily Compliance Report Version: 2022.0.000 Schema Version: rev 20220601 Report Generated: 2024-06-21 10:09:20 Compliance ID: EnergyPro-30082-0624-0004 F1B. PV BATTERY BUILDING TYPE(S) 01 02 03 Building Occupancy Type*(From Table 140.10-A/B and 170.2-U/V)Conditioned Floor Area (ft2)Unconditioned Floor Area (ft2) Grocery 0 0 High-Rise Multifamily 0 0 Office, Financial Institutions, Unleased Tenant Space 9050 3526 Retail 0 0 School 0 0 Warehouse 0 0 Auditorium, Convention Center, Hotel/Motel, Library, Medical Office Building/Clinic, Restaurant, Theater 0 0 None 0 0 *Building Occupancy Types are defined in Section 100.1 of the Energy Code 425-F010001521A-000-000-0000000-0000 01/03/2025 09:52 CHEERS NOTICE: This document has been generated by California Home Energy Efficiency Rating Services (CHEERS) using information uploaded by third parties not affiliated with or related to CHEERS. Therefore, CHEERS is not responsible for, and cannot guarantee, the accuracy or completeness of the information contained in this document. CERTIFICATE OF COMPLIANCE - LOWRISE MULTIFAMILY MIXED USE PERFORMANCE COMPLIANCE METHOD LMCC-PRF-01-E Lowrise Multifamily Mixed Use Performance Compliance Method (Page 12 of 48) Registration Number:Registration Date/Time: HERS Provider: CA Building Energy Efficiency Standards 2022 Lowrise Multifamily Compliance Report Version: 2022.0.000 Schema Version: rev 20220601 Report Generated: 2024-06-21 10:09:20 Compliance ID: EnergyPro-30082-0624-0004 F3. DWELLING UNIT INFORMATION 01 02 03 04 Dwelling Unit Name Dwelling Unit Type Zone Zone Group Multiplier DDU-1-(1/1)DU-1 S-1-Community room 1 DDU-2-(1/1)DU-2 S-3-Unit 1 1 DDU-3-(1/1)DU-3 S-4-Unit 2 1 DDU-4-(1/1)DU-4 S-5-Unit 3 1 DDU-5-(1/1)DU-5 S-6-Unit 4 1 DDU-6-(1/1)DU-6 S-7-Unit 5 1 DDU-7-(1/1)DU-7 S-8-Unit 6 1 DDU-8-(1/1)DU-8 S-10-Unit 7 1 DDU-9-(1/1)DU-9 S-12-Unit 8 1 DDU-10-(1/1)DU-10 S-13-Unit 9 1 DDU-11-(1/1)DU-11 S-14-Unit 10 1 DDU-12-(1/1)DU-12 S-15-Unit 11 1 DDU-13-(1/1)DU-13 S-16-Unit 12 1 DDU-14-(1/1)DU-14 S-17-Unit 13 1 DDU-15-(1/1)DU-15 S-18-Unit 14 1 DDU-16-(1/1)DU-16 S-19-Unit 15 1 DDU-17-(1/1)DU-17 S-21-Unit 16 1 DDU-18-(1/1)DU-18 S-22-Unit 17 1 DDU-19-(1/1)DU-19 S-23-Unit 18 1 DDU-20-(1/1)DU-20 S-24-Unit 19 1 DDU-21-(1/1)DU-21 S-25-Unit 20 1 DDU-22-(1/1)DU-22 S-26-Unit 21 1 DDU-23-(1/1)DU-23 S-27-Unit 22 1 425-F010001521A-000-000-0000000-0000 01/03/2025 09:52 CHEERS NOTICE: This document has been generated by California Home Energy Efficiency Rating Services (CHEERS) using information uploaded by third parties not affiliated with or related to CHEERS. Therefore, CHEERS is not responsible for, and cannot guarantee, the accuracy or completeness of the information contained in this document. CERTIFICATE OF COMPLIANCE - LOWRISE MULTIFAMILY MIXED USE PERFORMANCE COMPLIANCE METHOD LMCC-PRF-01-E Lowrise Multifamily Mixed Use Performance Compliance Method (Page 13 of 48) Registration Number:Registration Date/Time: HERS Provider: CA Building Energy Efficiency Standards 2022 Lowrise Multifamily Compliance Report Version: 2022.0.000 Schema Version: rev 20220601 Report Generated: 2024-06-21 10:09:20 Compliance ID: EnergyPro-30082-0624-0004 F4. DWELLING UNIT TYPES 01 02 03 04 05 06 07 Name CFA (ft2)Number of Bedrooms Number in Building Space Conditioning Systems Assigned DHW System Name IAQ Vent Fan Name DU-1 1030 0 1 DU-1 | :Heat Pump System 1:::2:3 MF0-Rheem HPLD80-1RH (80 gal1 Default Minimum Balanced IAQ Fan DU-2 630 1 1 DU-2 | :Heat Pump System 1:::2:3 MF0-Rheem HPLD80-1RH (80 gal1 Default Minimum Balanced IAQ Fan DU-3 630 1 1 DU-3 | :Heat Pump System 1:::2:3 MF0-Rheem HPLD80-1RH (80 gal1 Default Minimum Balanced IAQ Fan DU-4 630 1 1 DU-4 | :Heat Pump System 1:::2:3 MF0-Rheem HPLD80-1RH (80 gal1 Default Minimum Balanced IAQ Fan DU-5 630 1 1 DU-5 | :Heat Pump System 1:::2:3 MF0-Rheem HPLD80-1RH (80 gal1 Default Minimum Balanced IAQ Fan DU-6 630 1 1 DU-6 | :Heat Pump System 1:::2:3 MF0-Rheem HPLD80-1RH (80 gal1 Default Minimum Balanced IAQ Fan DU-7 630 1 1 DU-7 | :Heat Pump System 1:::2:3 MF0-Rheem HPLD80-1RH (80 gal1 Default Minimum Balanced IAQ Fan DU-8 1030 2 1 DU-8 | :Heat Pump System 2:::2:3 MF1-Rheem HPLD80-1RH (80 gal1 Default Minimum Balanced IAQ Fan DU-9 630 1 1 DU-9 | :Heat Pump System 2:::2:3 MF1-Rheem HPLD80-1RH (80 gal1 Default Minimum Balanced IAQ Fan DU-10 1090 2 1 DU-10 | :Heat Pump System 2:::2:3 MF1-Rheem HPLD80-1RH (80 gal1 Default Minimum Balanced IAQ Fan DU-11 630 1 1 DU-11 | :Heat Pump System 2:::2:3 MF1-Rheem HPLD80-1RH (80 gal1 Default Minimum Balanced IAQ Fan DU-12 630 1 1 DU-12 | :Heat Pump System 2:::2:3 MF1-Rheem HPLD80-1RH (80 gal1 Default Minimum Balanced IAQ Fan DU-13 630 1 1 DU-13 | :Heat Pump System 2:::2:3 MF1-Rheem HPLD80-1RH (80 gal1 Default Minimum Balanced IAQ Fan DU-14 630 1 1 DU-14 | :Heat Pump System 2:::2:3 MF1-Rheem HPLD80-1RH (80 gal1 Default Minimum Balanced IAQ Fan 425-F010001521A-000-000-0000000-0000 01/03/2025 09:52 CHEERS NOTICE: This document has been generated by California Home Energy Efficiency Rating Services (CHEERS) using information uploaded by third parties not affiliated with or related to CHEERS. Therefore, CHEERS is not responsible for, and cannot guarantee, the accuracy or completeness of the information contained in this document. CERTIFICATE OF COMPLIANCE - LOWRISE MULTIFAMILY MIXED USE PERFORMANCE COMPLIANCE METHOD LMCC-PRF-01-E Lowrise Multifamily Mixed Use Performance Compliance Method (Page 14 of 48) Registration Number:Registration Date/Time: HERS Provider: CA Building Energy Efficiency Standards 2022 Lowrise Multifamily Compliance Report Version: 2022.0.000 Schema Version: rev 20220601 Report Generated: 2024-06-21 10:09:20 Compliance ID: EnergyPro-30082-0624-0004 F4. DWELLING UNIT TYPES 01 02 03 04 05 06 07 Name CFA (ft2)Number of Bedrooms Number in Building Space Conditioning Systems Assigned DHW System Name IAQ Vent Fan Name DU-15 630 1 1 DU-15 | :Heat Pump System 2:::2:3 MF1-Rheem HPLD80-1RH (80 gal1 Default Minimum Balanced IAQ Fan DU-16 1030 2 1 DU-16 | :Heat Pump System 3:::2:3 MF2-Rheem HPLD80-1RH (80 gal1 Default Minimum Balanced IAQ Fan DU-17 630 1 1 DU-17 | :Heat Pump System 3:::2:3 MF2-Rheem HPLD80-1RH (80 gal1 Default Minimum Balanced IAQ Fan DU-18 1090 2 1 DU-18 | :Heat Pump System 3:::2:3 MF2-Rheem HPLD80-1RH (80 gal1 Default Minimum Balanced IAQ Fan DU-19 630 1 1 DU-19 | :Heat Pump System 3:::2:3 MF2-Rheem HPLD80-1RH (80 gal1 Default Minimum Balanced IAQ Fan DU-20 630 1 1 DU-20 | :Heat Pump System 3:::2:3 MF2-Rheem HPLD80-1RH (80 gal1 Default Minimum Balanced IAQ Fan DU-21 630 1 1 DU-21 | :Heat Pump System 3:::2:3 MF2-Rheem HPLD80-1RH (80 gal1 Default Minimum Balanced IAQ Fan DU-22 630 1 1 DU-22 | :Heat Pump System 3:::2:3 MF2-Rheem HPLD80-1RH (80 gal1 Default Minimum Balanced IAQ Fan DU-23 630 1 1 DU-23 | :Heat Pump System 3:::2:3 MF2-Rheem HPLD80-1RH (80 gal1 Default Minimum Balanced IAQ Fan 425-F010001521A-000-000-0000000-0000 01/03/2025 09:52 CHEERS NOTICE: This document has been generated by California Home Energy Efficiency Rating Services (CHEERS) using information uploaded by third parties not affiliated with or related to CHEERS. Therefore, CHEERS is not responsible for, and cannot guarantee, the accuracy or completeness of the information contained in this document. CERTIFICATE OF COMPLIANCE - LOWRISE MULTIFAMILY MIXED USE PERFORMANCE COMPLIANCE METHOD LMCC-PRF-01-E Lowrise Multifamily Mixed Use Performance Compliance Method (Page 15 of 48) Registration Number:Registration Date/Time: HERS Provider: CA Building Energy Efficiency Standards 2022 Lowrise Multifamily Compliance Report Version: 2022.0.000 Schema Version: rev 20220601 Report Generated: 2024-06-21 10:09:20 Compliance ID: EnergyPro-30082-0624-0004 G1. ENVELOPE GENERAL INFORMATION (conditioned spaces only) 01 02 03 04 Opaque Surfaces & Orientation Total Gross Surface Area (ft2)Total Fenestration Area (ft2)Window to Wall Ratio (%) North-Facing1 4362 938.5 21.52 East-Facing2 3756 583.5 15.54 South-Facing3 5036 1375 27.3 West-Facing4 3414 745.5 21.84 Total 16568 3642.5 21.99 Roof 8638 0 0 Notes 1North-Facing is oriented to within 45 degrees of true north, including 45 00'00" east of north (NE), but excluding 45 00'00" west of north (NW), 2East-Facing is oriented to within 45 degrees of true east, including 45 00'00" south of east (SE), but excluding 45 00'00" north of east (NE), 3South-Facing is oriented to within 45 degrees of true south, including 45 00'00" west of south (SW), but excluding 45 00'00" east of south (SE), 4West-Facing is oriented to within 45 degrees of true west, including 45 00'00" north of west (NW), but excluding 45 00'00" south of west (SW), G2B. ROOFING PRODUCT SUMMARY (MULTIFAMILY AND COMMON AREAS) 01 02 03 04 05 06 Name Roof Pitch Roof Rise (x in 12)Aged Solar Reflectance Thermal Emittance SRI Roof Low slope 0 0.1 0.85 N/A Roof 2 Low slope 0 0.1 0.85 N/A Roof 3 Low slope 0 0.1 0.85 N/A Roof 4 Low slope 0 0.1 0.85 N/A Roof 5 Low slope 0 0.1 0.85 N/A Roof 6 Low slope 0 0.1 0.85 N/A Roof 7 Low slope 0 0.1 0.85 N/A Roof 8 Low slope 0 0.1 0.85 N/A Roof 9 Low slope 0 0.1 0.85 N/A Roof 10 Low slope 0 0.1 0.85 N/A 425-F010001521A-000-000-0000000-0000 01/03/2025 09:52 CHEERS NOTICE: This document has been generated by California Home Energy Efficiency Rating Services (CHEERS) using information uploaded by third parties not affiliated with or related to CHEERS. Therefore, CHEERS is not responsible for, and cannot guarantee, the accuracy or completeness of the information contained in this document. CERTIFICATE OF COMPLIANCE - LOWRISE MULTIFAMILY MIXED USE PERFORMANCE COMPLIANCE METHOD LMCC-PRF-01-E Lowrise Multifamily Mixed Use Performance Compliance Method (Page 16 of 48) Registration Number:Registration Date/Time: HERS Provider: CA Building Energy Efficiency Standards 2022 Lowrise Multifamily Compliance Report Version: 2022.0.000 Schema Version: rev 20220601 Report Generated: 2024-06-21 10:09:20 Compliance ID: EnergyPro-30082-0624-0004 G5. OPAQUE SURFACE ASSEMBLY SUMMARY 01 02 03 04 05 06 07 08 09 10 Surface Name Construction Type Area (ft2)Framing Type Cavity R-Value Continuous R-Value Units Value Description of Assembly Layers Status1 Interior Exterior R-15 Wall.Exterior Walls 13,874.5 Wood Framed Wall 15 0 0 U-factor 0.095 Inside Finish: Gypsum Board Cavity / Frame: R-15 / 2x4 Exterior Finish: 3 Coat Stucco N Podium Interior Floors 7,572 Concrete / ICF / Brick 0 13 0 U-factor 0.0575 Floor Surface: Carpeted Insulation/Furring: R-13 / no furring Mass Layer: 4 in. Concrete Ceiling Below Finish: Gypsum Board N R-15 Wall.1 Interior Walls 9,577.5 Wood Framed Wall 15 0 0 U-factor 0.0862 Inside Finish: Gypsum Board Cavity / Frame: R-15 / 2x4 Other Side Finish: Gypsum Board 6 Concrete Wall Exterior Walls 6,114 Concrete / ICF / Brick 0 0 0 U-factor 0.5052 Inside Finish: Gypsum Board Mass Layer: 6 in. Concrete Exterior Finish: 3 Coat Stucco N R-0 Roof No Attic Cathedral Ceilings 2,738 Wood Framed Ceiling 0 0 0 U-factor 0.4842 Roofing: Light Roof (Asphalt Shingle) Roof Deck: Wood Siding/sheathing/decking Cavity / Frame: no insul. / 2x4 Inside Finish: Gypsum Board N R-19 Floor No Crawlspace Interior Floors 12,564 Wood Framed Floor 19 0 0 U-factor 0.0449 Floor Surface: Carpeted Floor Deck: Wood Siding/sheathing/decking Cavity / Frame: R-19 / 2x10 Ceiling Below Finish: Gypsum Board N 1 Status: N - New, A - Altered, E - Existing 425-F010001521A-000-000-0000000-0000 01/03/2025 09:52 CHEERS NOTICE: This document has been generated by California Home Energy Efficiency Rating Services (CHEERS) using information uploaded by third parties not affiliated with or related to CHEERS. Therefore, CHEERS is not responsible for, and cannot guarantee, the accuracy or completeness of the information contained in this document. CERTIFICATE OF COMPLIANCE - LOWRISE MULTIFAMILY MIXED USE PERFORMANCE COMPLIANCE METHOD LMCC-PRF-01-E Lowrise Multifamily Mixed Use Performance Compliance Method (Page 17 of 48) Registration Number:Registration Date/Time: HERS Provider: CA Building Energy Efficiency Standards 2022 Lowrise Multifamily Compliance Report Version: 2022.0.000 Schema Version: rev 20220601 Report Generated: 2024-06-21 10:09:20 Compliance ID: EnergyPro-30082-0624-0004 G5. OPAQUE SURFACE ASSEMBLY SUMMARY 01 02 03 04 05 06 07 08 09 10 Surface Name Construction Type Area (ft2)Framing Type Cavity R-Value Continuous R-Value Units Value Description of Assembly Layers Status1 Interior Exterior R-38 Roof No Attic Cathedral Ceilings 7,402 Wood Framed Ceiling 38 0 0 U-factor 0.03 Roofing: Light Roof (Asphalt Shingle) Roof Deck: Wood Siding/sheathing/decking Cavity / Frame: R-38 / 2x12 Inside Finish: Gypsum Board N 1 Status: N - New, A - Altered, E - Existing 425-F010001521A-000-000-0000000-0000 01/03/2025 09:52 CHEERS NOTICE: This document has been generated by California Home Energy Efficiency Rating Services (CHEERS) using information uploaded by third parties not affiliated with or related to CHEERS. Therefore, CHEERS is not responsible for, and cannot guarantee, the accuracy or completeness of the information contained in this document. CERTIFICATE OF COMPLIANCE - LOWRISE MULTIFAMILY MIXED USE PERFORMANCE COMPLIANCE METHOD LMCC-PRF-01-E Lowrise Multifamily Mixed Use Performance Compliance Method (Page 18 of 48) Registration Number:Registration Date/Time: HERS Provider: CA Building Energy Efficiency Standards 2022 Lowrise Multifamily Compliance Report Version: 2022.0.000 Schema Version: rev 20220601 Report Generated: 2024-06-21 10:09:20 Compliance ID: EnergyPro-30082-0624-0004 G6B. OPAQUE DOOR SUMMARY (MULTIFAMILY AND COMMON AREAS) 01 02 03 04 Name Area (ft2)Overall U-factor Status1 D C3 48 0.5 N D C2 24 0.5 N D U1 28 0.5 N D U1 2 28 0.5 N D U1 3 28 0.5 N D U1 4 28 0.5 N D U1 5 28 0.5 N D U1 6 28 0.5 N D 33 24 0.5 N D U1 7 28 0.5 N D U1 8 28 0.5 N D U1 9 28 0.5 N D U1 10 28 0.5 N D U1 11 28 0.5 N D U1 12 28 0.5 N D U1 13 28 0.5 N D 33 2 24 0.5 N D U1 14 28 0.5 N D U1 15 28 0.5 N D U1 16 28 0.5 N D U1 17 28 0.5 N D U1 18 28 0.5 N D U1 19 28 0.5 N D U1 20 28 0.5 N 1 Status: N - New, A - Altered, E - Existing 425-F010001521A-000-000-0000000-0000 01/03/2025 09:52 CHEERS NOTICE: This document has been generated by California Home Energy Efficiency Rating Services (CHEERS) using information uploaded by third parties not affiliated with or related to CHEERS. Therefore, CHEERS is not responsible for, and cannot guarantee, the accuracy or completeness of the information contained in this document. CERTIFICATE OF COMPLIANCE - LOWRISE MULTIFAMILY MIXED USE PERFORMANCE COMPLIANCE METHOD LMCC-PRF-01-E Lowrise Multifamily Mixed Use Performance Compliance Method (Page 19 of 48) Registration Number:Registration Date/Time: HERS Provider: CA Building Energy Efficiency Standards 2022 Lowrise Multifamily Compliance Report Version: 2022.0.000 Schema Version: rev 20220601 Report Generated: 2024-06-21 10:09:20 Compliance ID: EnergyPro-30082-0624-0004 G6B. OPAQUE DOOR SUMMARY (MULTIFAMILY AND COMMON AREAS) 01 02 03 04 Name Area (ft2)Overall U-factor Status1 D 33 3 24 0.5 N 1 Status: N - New, A - Altered, E - Existing 425-F010001521A-000-000-0000000-0000 01/03/2025 09:52 CHEERS NOTICE: This document has been generated by California Home Energy Efficiency Rating Services (CHEERS) using information uploaded by third parties not affiliated with or related to CHEERS. Therefore, CHEERS is not responsible for, and cannot guarantee, the accuracy or completeness of the information contained in this document. CERTIFICATE OF COMPLIANCE - LOWRISE MULTIFAMILY MIXED USE PERFORMANCE COMPLIANCE METHOD LMCC-PRF-01-E Lowrise Multifamily Mixed Use Performance Compliance Method (Page 20 of 48) Registration Number:Registration Date/Time: HERS Provider: CA Building Energy Efficiency Standards 2022 Lowrise Multifamily Compliance Report Version: 2022.0.000 Schema Version: rev 20220601 Report Generated: 2024-06-21 10:09:20 Compliance ID: EnergyPro-30082-0624-0004 G7B. FENESTRATION SUMMARY (MULTIFAMILY AND COMMON AREAS) 01 02 03 04 05 06 07 08 09 10 11 12 13 Fenestration Name Fenestration Type/ Product Type / Frame Type Parent Surface Azimuth Multiplier Area (ft2)Overall U-factor U-factor Source Overall SHGC SHGC Source Overall VT Exterior Shading Status1 W 1L Vertical fenestration Architectural Window - Operable (Multifamily only) N/A Front wall 0 1 30 0.29 NFRC 0.21 NFRC N/A Standard bug screens N W 1N Vertical fenestration Architectural Window - Operable (Multifamily only) N/A Front wall 0 1 21 0.29 NFRC 0.21 NFRC N/A Standard bug screens N W 1M Vertical fenestration Architectural Window - Operable (Multifamily only) N/A Left wall 90 1 15 0.29 NFRC 0.21 NFRC N/A Standard bug screens N W 1L 2 Vertical fenestration Architectural Window - Operable (Multifamily only) N/A Right wall 270 1 30 0.29 NFRC 0.21 NFRC N/A Standard bug screens N W 1Q Vertical fenestration Architectural Window - Operable (Multifamily only) N/A Right wall 270 1 8 0.29 NFRC 0.21 NFRC N/A Standard bug screens N W 1P Vertical fenestration Architectural Window - Operable (Multifamily only) N/A Right wall 270 1 10 0.29 NFRC 0.21 NFRC N/A Standard bug screens N W 1P 2 Vertical fenestration Architectural Window - Operable (Multifamily only) N/A Right wall 270 1 10 0.29 NFRC 0.21 NFRC N/A Standard bug screens N 1 Status: N - New, A - Altered, E - Existing 425-F010001521A-000-000-0000000-0000 01/03/2025 09:52 CHEERS NOTICE: This document has been generated by California Home Energy Efficiency Rating Services (CHEERS) using information uploaded by third parties not affiliated with or related to CHEERS. Therefore, CHEERS is not responsible for, and cannot guarantee, the accuracy or completeness of the information contained in this document. CERTIFICATE OF COMPLIANCE - LOWRISE MULTIFAMILY MIXED USE PERFORMANCE COMPLIANCE METHOD LMCC-PRF-01-E Lowrise Multifamily Mixed Use Performance Compliance Method (Page 21 of 48) Registration Number:Registration Date/Time: HERS Provider: CA Building Energy Efficiency Standards 2022 Lowrise Multifamily Compliance Report Version: 2022.0.000 Schema Version: rev 20220601 Report Generated: 2024-06-21 10:09:20 Compliance ID: EnergyPro-30082-0624-0004 G7B. FENESTRATION SUMMARY (MULTIFAMILY AND COMMON AREAS) 01 02 03 04 05 06 07 08 09 10 11 12 13 Fenestration Name Fenestration Type/ Product Type / Frame Type Parent Surface Azimuth Multiplier Area (ft2)Overall U-factor U-factor Source Overall SHGC SHGC Source Overall VT Exterior Shading Status1 W 1L 3 Vertical fenestration Architectural Window - Operable (Multifamily only) N/A Front wall 2 0 1 30 0.29 NFRC 0.21 NFRC N/A Standard bug screens N W 1L 4 Vertical fenestration Architectural Window - Operable (Multifamily only) N/A Front wall 2 0 1 30 0.29 NFRC 0.21 NFRC N/A Standard bug screens N W 1M 2 Vertical fenestration Architectural Window - Operable (Multifamily only) N/A Left wall 2 90 1 15 0.29 NFRC 0.21 NFRC N/A Standard bug screens N D U9 Vertical fenestration Architectural Window - Operable (Multifamily only) N/A Right wall 2 270 1 20 0.29 NFRC 0.21 NFRC N/A Standard bug screens N W 1M 3 Vertical fenestration Architectural Window - Operable (Multifamily only) N/A Left wall 3 90 1 15 0.29 NFRC 0.21 NFRC N/A Standard bug screens N W 1L 5 Vertical fenestration Architectural Window - Operable (Multifamily only) N/A Rear wall 2 180 1 30 0.29 NFRC 0.21 NFRC N/A Standard bug screens N W 1L 6 Vertical fenestration Architectural Window - Operable (Multifamily only) N/A Rear wall 2 180 1 30 0.29 NFRC 0.21 NFRC N/A Standard bug screens N 1 Status: N - New, A - Altered, E - Existing 425-F010001521A-000-000-0000000-0000 01/03/2025 09:52 CHEERS NOTICE: This document has been generated by California Home Energy Efficiency Rating Services (CHEERS) using information uploaded by third parties not affiliated with or related to CHEERS. Therefore, CHEERS is not responsible for, and cannot guarantee, the accuracy or completeness of the information contained in this document. CERTIFICATE OF COMPLIANCE - LOWRISE MULTIFAMILY MIXED USE PERFORMANCE COMPLIANCE METHOD LMCC-PRF-01-E Lowrise Multifamily Mixed Use Performance Compliance Method (Page 22 of 48) Registration Number:Registration Date/Time: HERS Provider: CA Building Energy Efficiency Standards 2022 Lowrise Multifamily Compliance Report Version: 2022.0.000 Schema Version: rev 20220601 Report Generated: 2024-06-21 10:09:20 Compliance ID: EnergyPro-30082-0624-0004 G7B. FENESTRATION SUMMARY (MULTIFAMILY AND COMMON AREAS) 01 02 03 04 05 06 07 08 09 10 11 12 13 Fenestration Name Fenestration Type/ Product Type / Frame Type Parent Surface Azimuth Multiplier Area (ft2)Overall U-factor U-factor Source Overall SHGC SHGC Source Overall VT Exterior Shading Status1 D U9 2 Vertical fenestration Architectural Window - Operable (Multifamily only) N/A Right wall 3 270 1 20 0.29 NFRC 0.21 NFRC N/A Standard bug screens N D U9 3 Vertical fenestration Architectural Window - Operable (Multifamily only) N/A Left wall 4 90 1 20 0.29 NFRC 0.21 NFRC N/A Standard bug screens N W 1L 7 Vertical fenestration Architectural Window - Operable (Multifamily only) N/A Rear wall 3 180 1 30 0.29 NFRC 0.21 NFRC N/A Standard bug screens N W 1L 8 Vertical fenestration Architectural Window - Operable (Multifamily only) N/A Rear wall 3 180 1 30 0.29 NFRC 0.21 NFRC N/A Standard bug screens N W 1L 9 Vertical fenestration Architectural Window - Operable (Multifamily only) N/A Rear wall 4 180 1 30 0.29 NFRC 0.21 NFRC N/A Standard bug screens N W 1L 10 Vertical fenestration Architectural Window - Operable (Multifamily only) N/A Rear wall 4 180 1 30 0.29 NFRC 0.21 NFRC N/A Standard bug screens N D U9 4 Vertical fenestration Architectural Window - Operable (Multifamily only) N/A Right wall 4 270 1 20 0.29 NFRC 0.21 NFRC N/A Standard bug screens N 1 Status: N - New, A - Altered, E - Existing 425-F010001521A-000-000-0000000-0000 01/03/2025 09:52 CHEERS NOTICE: This document has been generated by California Home Energy Efficiency Rating Services (CHEERS) using information uploaded by third parties not affiliated with or related to CHEERS. Therefore, CHEERS is not responsible for, and cannot guarantee, the accuracy or completeness of the information contained in this document. CERTIFICATE OF COMPLIANCE - LOWRISE MULTIFAMILY MIXED USE PERFORMANCE COMPLIANCE METHOD LMCC-PRF-01-E Lowrise Multifamily Mixed Use Performance Compliance Method (Page 23 of 48) Registration Number:Registration Date/Time: HERS Provider: CA Building Energy Efficiency Standards 2022 Lowrise Multifamily Compliance Report Version: 2022.0.000 Schema Version: rev 20220601 Report Generated: 2024-06-21 10:09:20 Compliance ID: EnergyPro-30082-0624-0004 G7B. FENESTRATION SUMMARY (MULTIFAMILY AND COMMON AREAS) 01 02 03 04 05 06 07 08 09 10 11 12 13 Fenestration Name Fenestration Type/ Product Type / Frame Type Parent Surface Azimuth Multiplier Area (ft2)Overall U-factor U-factor Source Overall SHGC SHGC Source Overall VT Exterior Shading Status1 D U9 5 Vertical fenestration Architectural Window - Operable (Multifamily only) N/A Left wall 5 90 1 20 0.29 NFRC 0.21 NFRC N/A Standard bug screens N W 1L 11 Vertical fenestration Architectural Window - Operable (Multifamily only) N/A Rear wall 5 180 1 30 0.29 NFRC 0.21 NFRC N/A Standard bug screens N W 1L 12 Vertical fenestration Architectural Window - Operable (Multifamily only) N/A Rear wall 5 180 1 30 0.29 NFRC 0.21 NFRC N/A Standard bug screens N W 1L 13 Vertical fenestration Architectural Window - Operable (Multifamily only) N/A Rear wall 6 180 1 30 0.29 NFRC 0.21 NFRC N/A Standard bug screens N W 1L 14 Vertical fenestration Architectural Window - Operable (Multifamily only) N/A Rear wall 6 180 1 30 0.29 NFRC 0.21 NFRC N/A Standard bug screens N D U9 6 Vertical fenestration Architectural Window - Operable (Multifamily only) N/A Right wall 5 270 1 20 0.29 NFRC 0.21 NFRC N/A Standard bug screens N W 1P 3 Vertical fenestration Architectural Window - Operable (Multifamily only) N/A Right wall 5 270 1 10 0.29 NFRC 0.21 NFRC N/A Standard bug screens N 1 Status: N - New, A - Altered, E - Existing 425-F010001521A-000-000-0000000-0000 01/03/2025 09:52 CHEERS NOTICE: This document has been generated by California Home Energy Efficiency Rating Services (CHEERS) using information uploaded by third parties not affiliated with or related to CHEERS. Therefore, CHEERS is not responsible for, and cannot guarantee, the accuracy or completeness of the information contained in this document. CERTIFICATE OF COMPLIANCE - LOWRISE MULTIFAMILY MIXED USE PERFORMANCE COMPLIANCE METHOD LMCC-PRF-01-E Lowrise Multifamily Mixed Use Performance Compliance Method (Page 24 of 48) Registration Number:Registration Date/Time: HERS Provider: CA Building Energy Efficiency Standards 2022 Lowrise Multifamily Compliance Report Version: 2022.0.000 Schema Version: rev 20220601 Report Generated: 2024-06-21 10:09:20 Compliance ID: EnergyPro-30082-0624-0004 G7B. FENESTRATION SUMMARY (MULTIFAMILY AND COMMON AREAS) 01 02 03 04 05 06 07 08 09 10 11 12 13 Fenestration Name Fenestration Type/ Product Type / Frame Type Parent Surface Azimuth Multiplier Area (ft2)Overall U-factor U-factor Source Overall SHGC SHGC Source Overall VT Exterior Shading Status1 W 1P 4 Vertical fenestration Architectural Window - Operable (Multifamily only) N/A Right wall 5 270 1 10 0.29 NFRC 0.21 NFRC N/A Standard bug screens N W 1Q 2 Vertical fenestration Architectural Window - Operable (Multifamily only) N/A Right wall 5 270 1 8 0.29 NFRC 0.21 NFRC N/A Standard bug screens N W 1K Vertical fenestration Architectural Window - Operable (Multifamily only) N/A Front wall 4 0 1 45 0.29 NFRC 0.21 NFRC N/A Standard bug screens N W 1H Vertical fenestration Architectural Window - Operable (Multifamily only) N/A Left wall 6 90 1 72 0.29 NFRC 0.21 NFRC N/A Standard bug screens N W 1C Vertical fenestration Architectural Window - Operable (Multifamily only) N/A Left wall 6 90 1 16.5 0.29 NFRC 0.21 NFRC N/A Standard bug screens N W 1R Vertical fenestration Architectural Window - Operable (Multifamily only) N/A Left wall 6 90 1 30 0.29 NFRC 0.21 NFRC N/A Standard bug screens N D U9 7 Vertical fenestration Architectural Window - Operable (Multifamily only) N/A Front wall 5 0 1 20 0.29 NFRC 0.21 NFRC N/A Standard bug screens N 1 Status: N - New, A - Altered, E - Existing 425-F010001521A-000-000-0000000-0000 01/03/2025 09:52 CHEERS NOTICE: This document has been generated by California Home Energy Efficiency Rating Services (CHEERS) using information uploaded by third parties not affiliated with or related to CHEERS. Therefore, CHEERS is not responsible for, and cannot guarantee, the accuracy or completeness of the information contained in this document. CERTIFICATE OF COMPLIANCE - LOWRISE MULTIFAMILY MIXED USE PERFORMANCE COMPLIANCE METHOD LMCC-PRF-01-E Lowrise Multifamily Mixed Use Performance Compliance Method (Page 25 of 48) Registration Number:Registration Date/Time: HERS Provider: CA Building Energy Efficiency Standards 2022 Lowrise Multifamily Compliance Report Version: 2022.0.000 Schema Version: rev 20220601 Report Generated: 2024-06-21 10:09:20 Compliance ID: EnergyPro-30082-0624-0004 G7B. FENESTRATION SUMMARY (MULTIFAMILY AND COMMON AREAS) 01 02 03 04 05 06 07 08 09 10 11 12 13 Fenestration Name Fenestration Type/ Product Type / Frame Type Parent Surface Azimuth Multiplier Area (ft2)Overall U-factor U-factor Source Overall SHGC SHGC Source Overall VT Exterior Shading Status1 W 1N 2 Vertical fenestration Architectural Window - Operable (Multifamily only) N/A Front wall 5 0 1 21 0.29 NFRC 0.21 NFRC N/A Standard bug screens N W 1D Vertical fenestration Architectural Window - Operable (Multifamily only) N/A Front wall 5 0 1 33 0.29 NFRC 0.21 NFRC N/A Standard bug screens N W 1D 2 Vertical fenestration Architectural Window - Operable (Multifamily only) N/A Front wall 5 0 1 33 0.29 NFRC 0.21 NFRC N/A Standard bug screens N W 1F1 Vertical fenestration Architectural Window - Operable (Multifamily only) N/A Left wall 7 90 1 16.5 0.29 NFRC 0.21 NFRC N/A Standard bug screens N W 1Q 3 Vertical fenestration Architectural Window - Operable (Multifamily only) N/A Right wall 7 270 1 8 0.29 NFRC 0.21 NFRC N/A Standard bug screens N W 1D 3 Vertical fenestration Architectural Window - Operable (Multifamily only) N/A Right wall 7 270 1 33 0.29 NFRC 0.21 NFRC N/A Standard bug screens N W 1E Vertical fenestration Architectural Window - Operable (Multifamily only) N/A Right wall 7 270 1 11 0.29 NFRC 0.21 NFRC N/A Standard bug screens N 1 Status: N - New, A - Altered, E - Existing 425-F010001521A-000-000-0000000-0000 01/03/2025 09:52 CHEERS NOTICE: This document has been generated by California Home Energy Efficiency Rating Services (CHEERS) using information uploaded by third parties not affiliated with or related to CHEERS. Therefore, CHEERS is not responsible for, and cannot guarantee, the accuracy or completeness of the information contained in this document. CERTIFICATE OF COMPLIANCE - LOWRISE MULTIFAMILY MIXED USE PERFORMANCE COMPLIANCE METHOD LMCC-PRF-01-E Lowrise Multifamily Mixed Use Performance Compliance Method (Page 26 of 48) Registration Number:Registration Date/Time: HERS Provider: CA Building Energy Efficiency Standards 2022 Lowrise Multifamily Compliance Report Version: 2022.0.000 Schema Version: rev 20220601 Report Generated: 2024-06-21 10:09:20 Compliance ID: EnergyPro-30082-0624-0004 G7B. FENESTRATION SUMMARY (MULTIFAMILY AND COMMON AREAS) 01 02 03 04 05 06 07 08 09 10 11 12 13 Fenestration Name Fenestration Type/ Product Type / Frame Type Parent Surface Azimuth Multiplier Area (ft2)Overall U-factor U-factor Source Overall SHGC SHGC Source Overall VT Exterior Shading Status1 W 1E 2 Vertical fenestration Architectural Window - Operable (Multifamily only) N/A Right wall 7 270 1 11 0.29 NFRC 0.21 NFRC N/A Standard bug screens N W 1L 15 Vertical fenestration Architectural Window - Operable (Multifamily only) N/A Front wall 6 0 1 30 0.29 NFRC 0.21 NFRC N/A Standard bug screens N W 1L 16 Vertical fenestration Architectural Window - Operable (Multifamily only) N/A Front wall 6 0 1 30 0.29 NFRC 0.21 NFRC N/A Standard bug screens N W 1M 4 Vertical fenestration Architectural Window - Operable (Multifamily only) N/A Left wall 8 90 1 15 0.29 NFRC 0.21 NFRC N/A Standard bug screens N D U9 8 Vertical fenestration Architectural Window - Operable (Multifamily only) N/A Right wall 8 270 1 20 0.29 NFRC 0.21 NFRC N/A Standard bug screens N W 1D 4 Vertical fenestration Architectural Window - Operable (Multifamily only) N/A Front wall 7 0 1 33 0.29 NFRC 0.21 NFRC N/A Standard bug screens N W 1D 5 Vertical fenestration Architectural Window - Operable (Multifamily only) N/A Front wall 7 0 1 33 0.29 NFRC 0.21 NFRC N/A Standard bug screens N 1 Status: N - New, A - Altered, E - Existing 425-F010001521A-000-000-0000000-0000 01/03/2025 09:52 CHEERS NOTICE: This document has been generated by California Home Energy Efficiency Rating Services (CHEERS) using information uploaded by third parties not affiliated with or related to CHEERS. Therefore, CHEERS is not responsible for, and cannot guarantee, the accuracy or completeness of the information contained in this document. CERTIFICATE OF COMPLIANCE - LOWRISE MULTIFAMILY MIXED USE PERFORMANCE COMPLIANCE METHOD LMCC-PRF-01-E Lowrise Multifamily Mixed Use Performance Compliance Method (Page 27 of 48) Registration Number:Registration Date/Time: HERS Provider: CA Building Energy Efficiency Standards 2022 Lowrise Multifamily Compliance Report Version: 2022.0.000 Schema Version: rev 20220601 Report Generated: 2024-06-21 10:09:20 Compliance ID: EnergyPro-30082-0624-0004 G7B. FENESTRATION SUMMARY (MULTIFAMILY AND COMMON AREAS) 01 02 03 04 05 06 07 08 09 10 11 12 13 Fenestration Name Fenestration Type/ Product Type / Frame Type Parent Surface Azimuth Multiplier Area (ft2)Overall U-factor U-factor Source Overall SHGC SHGC Source Overall VT Exterior Shading Status1 W 1C 2 Vertical fenestration Architectural Window - Operable (Multifamily only) N/A Front wall 7 0 1 16.5 0.29 NFRC 0.21 NFRC N/A Standard bug screens N W 1C 3 Vertical fenestration Architectural Window - Operable (Multifamily only) N/A Front wall 7 0 1 16.5 0.29 NFRC 0.21 NFRC N/A Standard bug screens N W 1C 4 Vertical fenestration Architectural Window - Operable (Multifamily only) N/A Front wall 7 0 1 16.5 0.29 NFRC 0.21 NFRC N/A Standard bug screens N W 1D 6 Vertical fenestration Architectural Window - Operable (Multifamily only) N/A Left wall 9 90 1 33 0.29 NFRC 0.21 NFRC N/A Standard bug screens N W 1B Vertical fenestration Architectural Window - Operable (Multifamily only) N/A Left wall 9 90 1 17.5 0.29 NFRC 0.21 NFRC N/A Standard bug screens N D U9 9 Vertical fenestration Architectural Window - Operable (Multifamily only) N/A Left wall 9 90 1 20 0.29 NFRC 0.21 NFRC N/A Standard bug screens N W 1M 5 Vertical fenestration Architectural Window - Operable (Multifamily only) N/A Left wall 10 90 1 15 0.29 NFRC 0.21 NFRC N/A Standard bug screens N 1 Status: N - New, A - Altered, E - Existing 425-F010001521A-000-000-0000000-0000 01/03/2025 09:52 CHEERS NOTICE: This document has been generated by California Home Energy Efficiency Rating Services (CHEERS) using information uploaded by third parties not affiliated with or related to CHEERS. Therefore, CHEERS is not responsible for, and cannot guarantee, the accuracy or completeness of the information contained in this document. CERTIFICATE OF COMPLIANCE - LOWRISE MULTIFAMILY MIXED USE PERFORMANCE COMPLIANCE METHOD LMCC-PRF-01-E Lowrise Multifamily Mixed Use Performance Compliance Method (Page 28 of 48) Registration Number:Registration Date/Time: HERS Provider: CA Building Energy Efficiency Standards 2022 Lowrise Multifamily Compliance Report Version: 2022.0.000 Schema Version: rev 20220601 Report Generated: 2024-06-21 10:09:20 Compliance ID: EnergyPro-30082-0624-0004 G7B. FENESTRATION SUMMARY (MULTIFAMILY AND COMMON AREAS) 01 02 03 04 05 06 07 08 09 10 11 12 13 Fenestration Name Fenestration Type/ Product Type / Frame Type Parent Surface Azimuth Multiplier Area (ft2)Overall U-factor U-factor Source Overall SHGC SHGC Source Overall VT Exterior Shading Status1 W 1L 17 Vertical fenestration Architectural Window - Operable (Multifamily only) N/A Rear wall 9 180 1 30 0.29 NFRC 0.21 NFRC N/A Standard bug screens N W 1L 18 Vertical fenestration Architectural Window - Operable (Multifamily only) N/A Rear wall 9 180 1 30 0.29 NFRC 0.21 NFRC N/A Standard bug screens N D U9 10 Vertical fenestration Architectural Window - Operable (Multifamily only) N/A Right wall 9 270 1 20 0.29 NFRC 0.21 NFRC N/A Standard bug screens N D U9 11 Vertical fenestration Architectural Window - Operable (Multifamily only) N/A Left wall 11 90 1 20 0.29 NFRC 0.21 NFRC N/A Standard bug screens N W 1L 19 Vertical fenestration Architectural Window - Operable (Multifamily only) N/A Rear wall 10 180 1 30 0.29 NFRC 0.21 NFRC N/A Standard bug screens N W 1L 20 Vertical fenestration Architectural Window - Operable (Multifamily only) N/A Rear wall 10 180 1 30 0.29 NFRC 0.21 NFRC N/A Standard bug screens N W 1L 21 Vertical fenestration Architectural Window - Operable (Multifamily only) N/A Rear wall 11 180 1 30 0.29 NFRC 0.21 NFRC N/A Standard bug screens N 1 Status: N - New, A - Altered, E - Existing 425-F010001521A-000-000-0000000-0000 01/03/2025 09:52 CHEERS NOTICE: This document has been generated by California Home Energy Efficiency Rating Services (CHEERS) using information uploaded by third parties not affiliated with or related to CHEERS. Therefore, CHEERS is not responsible for, and cannot guarantee, the accuracy or completeness of the information contained in this document. CERTIFICATE OF COMPLIANCE - LOWRISE MULTIFAMILY MIXED USE PERFORMANCE COMPLIANCE METHOD LMCC-PRF-01-E Lowrise Multifamily Mixed Use Performance Compliance Method (Page 29 of 48) Registration Number:Registration Date/Time: HERS Provider: CA Building Energy Efficiency Standards 2022 Lowrise Multifamily Compliance Report Version: 2022.0.000 Schema Version: rev 20220601 Report Generated: 2024-06-21 10:09:20 Compliance ID: EnergyPro-30082-0624-0004 G7B. FENESTRATION SUMMARY (MULTIFAMILY AND COMMON AREAS) 01 02 03 04 05 06 07 08 09 10 11 12 13 Fenestration Name Fenestration Type/ Product Type / Frame Type Parent Surface Azimuth Multiplier Area (ft2)Overall U-factor U-factor Source Overall SHGC SHGC Source Overall VT Exterior Shading Status1 W 1L 22 Vertical fenestration Architectural Window - Operable (Multifamily only) N/A Rear wall 11 180 1 30 0.29 NFRC 0.21 NFRC N/A Standard bug screens N D U9 12 Vertical fenestration Architectural Window - Operable (Multifamily only) N/A Right wall 10 270 1 20 0.29 NFRC 0.21 NFRC N/A Standard bug screens N D U9 13 Vertical fenestration Architectural Window - Operable (Multifamily only) N/A Left wall 12 90 1 20 0.29 NFRC 0.21 NFRC N/A Standard bug screens N W 1L 23 Vertical fenestration Architectural Window - Operable (Multifamily only) N/A Rear wall 12 180 1 30 0.29 NFRC 0.21 NFRC N/A Standard bug screens N W 1L 24 Vertical fenestration Architectural Window - Operable (Multifamily only) N/A Rear wall 12 180 1 30 0.29 NFRC 0.21 NFRC N/A Standard bug screens N W 1L 25 Vertical fenestration Architectural Window - Operable (Multifamily only) N/A Rear wall 13 180 1 30 0.29 NFRC 0.21 NFRC N/A Standard bug screens N W 1L 26 Vertical fenestration Architectural Window - Operable (Multifamily only) N/A Rear wall 13 180 1 30 0.29 NFRC 0.21 NFRC N/A Standard bug screens N 1 Status: N - New, A - Altered, E - Existing 425-F010001521A-000-000-0000000-0000 01/03/2025 09:52 CHEERS NOTICE: This document has been generated by California Home Energy Efficiency Rating Services (CHEERS) using information uploaded by third parties not affiliated with or related to CHEERS. Therefore, CHEERS is not responsible for, and cannot guarantee, the accuracy or completeness of the information contained in this document. CERTIFICATE OF COMPLIANCE - LOWRISE MULTIFAMILY MIXED USE PERFORMANCE COMPLIANCE METHOD LMCC-PRF-01-E Lowrise Multifamily Mixed Use Performance Compliance Method (Page 30 of 48) Registration Number:Registration Date/Time: HERS Provider: CA Building Energy Efficiency Standards 2022 Lowrise Multifamily Compliance Report Version: 2022.0.000 Schema Version: rev 20220601 Report Generated: 2024-06-21 10:09:20 Compliance ID: EnergyPro-30082-0624-0004 G7B. FENESTRATION SUMMARY (MULTIFAMILY AND COMMON AREAS) 01 02 03 04 05 06 07 08 09 10 11 12 13 Fenestration Name Fenestration Type/ Product Type / Frame Type Parent Surface Azimuth Multiplier Area (ft2)Overall U-factor U-factor Source Overall SHGC SHGC Source Overall VT Exterior Shading Status1 D U9 14 Vertical fenestration Architectural Window - Operable (Multifamily only) N/A Right wall 11 270 1 20 0.29 NFRC 0.21 NFRC N/A Standard bug screens N W 1P 5 Vertical fenestration Architectural Window - Operable (Multifamily only) N/A Right wall 11 270 1 10 0.29 NFRC 0.21 NFRC N/A Standard bug screens N W 1P 6 Vertical fenestration Architectural Window - Operable (Multifamily only) N/A Right wall 11 270 1 10 0.29 NFRC 0.21 NFRC N/A Standard bug screens N W 1Q 4 Vertical fenestration Architectural Window - Operable (Multifamily only) N/A Right wall 11 270 1 8 0.29 NFRC 0.21 NFRC N/A Standard bug screens N W 1K 2 Vertical fenestration Architectural Window - Operable (Multifamily only) N/A Front wall 9 0 1 45 0.29 NFRC 0.21 NFRC N/A Standard bug screens N W 1A Vertical fenestration Architectural Window - Operable (Multifamily only) N/A Left wall 13 90 1 49.5 0.29 NFRC 0.21 NFRC N/A Standard bug screens N W 1C 5 Vertical fenestration Architectural Window - Operable (Multifamily only) N/A Left wall 13 90 1 16.5 0.29 NFRC 0.21 NFRC N/A Standard bug screens N 1 Status: N - New, A - Altered, E - Existing 425-F010001521A-000-000-0000000-0000 01/03/2025 09:52 CHEERS NOTICE: This document has been generated by California Home Energy Efficiency Rating Services (CHEERS) using information uploaded by third parties not affiliated with or related to CHEERS. Therefore, CHEERS is not responsible for, and cannot guarantee, the accuracy or completeness of the information contained in this document. CERTIFICATE OF COMPLIANCE - LOWRISE MULTIFAMILY MIXED USE PERFORMANCE COMPLIANCE METHOD LMCC-PRF-01-E Lowrise Multifamily Mixed Use Performance Compliance Method (Page 31 of 48) Registration Number:Registration Date/Time: HERS Provider: CA Building Energy Efficiency Standards 2022 Lowrise Multifamily Compliance Report Version: 2022.0.000 Schema Version: rev 20220601 Report Generated: 2024-06-21 10:09:20 Compliance ID: EnergyPro-30082-0624-0004 G7B. FENESTRATION SUMMARY (MULTIFAMILY AND COMMON AREAS) 01 02 03 04 05 06 07 08 09 10 11 12 13 Fenestration Name Fenestration Type/ Product Type / Frame Type Parent Surface Azimuth Multiplier Area (ft2)Overall U-factor U-factor Source Overall SHGC SHGC Source Overall VT Exterior Shading Status1 W 1R 2 Vertical fenestration Architectural Window - Operable (Multifamily only) N/A Left wall 13 90 1 30 0.29 NFRC 0.21 NFRC N/A Standard bug screens N D U9 15 Vertical fenestration Architectural Window - Operable (Multifamily only) N/A Front wall 10 0 1 20 0.29 NFRC 0.21 NFRC N/A Standard bug screens N W 1N 3 Vertical fenestration Architectural Window - Operable (Multifamily only) N/A Front wall 10 0 1 21 0.29 NFRC 0.21 NFRC N/A Standard bug screens N W 1D 7 Vertical fenestration Architectural Window - Operable (Multifamily only) N/A Front wall 10 0 1 33 0.29 NFRC 0.21 NFRC N/A Standard bug screens N W 1D 8 Vertical fenestration Architectural Window - Operable (Multifamily only) N/A Front wall 10 0 1 33 0.29 NFRC 0.21 NFRC N/A Standard bug screens N W 1F1 2 Vertical fenestration Architectural Window - Operable (Multifamily only) N/A Left wall 14 90 1 16.5 0.29 NFRC 0.21 NFRC N/A Standard bug screens N W 1Q 5 Vertical fenestration Architectural Window - Operable (Multifamily only) N/A Right wall 13 270 1 8 0.29 NFRC 0.21 NFRC N/A Standard bug screens N 1 Status: N - New, A - Altered, E - Existing 425-F010001521A-000-000-0000000-0000 01/03/2025 09:52 CHEERS NOTICE: This document has been generated by California Home Energy Efficiency Rating Services (CHEERS) using information uploaded by third parties not affiliated with or related to CHEERS. Therefore, CHEERS is not responsible for, and cannot guarantee, the accuracy or completeness of the information contained in this document. CERTIFICATE OF COMPLIANCE - LOWRISE MULTIFAMILY MIXED USE PERFORMANCE COMPLIANCE METHOD LMCC-PRF-01-E Lowrise Multifamily Mixed Use Performance Compliance Method (Page 32 of 48) Registration Number:Registration Date/Time: HERS Provider: CA Building Energy Efficiency Standards 2022 Lowrise Multifamily Compliance Report Version: 2022.0.000 Schema Version: rev 20220601 Report Generated: 2024-06-21 10:09:20 Compliance ID: EnergyPro-30082-0624-0004 G7B. FENESTRATION SUMMARY (MULTIFAMILY AND COMMON AREAS) 01 02 03 04 05 06 07 08 09 10 11 12 13 Fenestration Name Fenestration Type/ Product Type / Frame Type Parent Surface Azimuth Multiplier Area (ft2)Overall U-factor U-factor Source Overall SHGC SHGC Source Overall VT Exterior Shading Status1 W 1D 9 Vertical fenestration Architectural Window - Operable (Multifamily only) N/A Right wall 13 270 1 33 0.29 NFRC 0.21 NFRC N/A Standard bug screens N W 1E 3 Vertical fenestration Architectural Window - Operable (Multifamily only) N/A Right wall 13 270 1 11 0.29 NFRC 0.21 NFRC N/A Standard bug screens N W 1E 4 Vertical fenestration Architectural Window - Operable (Multifamily only) N/A Right wall 13 270 1 11 0.29 NFRC 0.21 NFRC N/A Standard bug screens N W 1L 27 Vertical fenestration Architectural Window - Operable (Multifamily only) N/A Front wall 11 0 1 30 0.29 NFRC 0.21 NFRC N/A Standard bug screens N W 1L 28 Vertical fenestration Architectural Window - Operable (Multifamily only) N/A Front wall 11 0 1 30 0.29 NFRC 0.21 NFRC N/A Standard bug screens N W 1M 6 Vertical fenestration Architectural Window - Operable (Multifamily only) N/A Left wall 15 90 1 15 0.29 NFRC 0.21 NFRC N/A Standard bug screens N D U9 16 Vertical fenestration Architectural Window - Operable (Multifamily only) N/A Right wall 14 270 1 20 0.29 NFRC 0.21 NFRC N/A Standard bug screens N 1 Status: N - New, A - Altered, E - Existing 425-F010001521A-000-000-0000000-0000 01/03/2025 09:52 CHEERS NOTICE: This document has been generated by California Home Energy Efficiency Rating Services (CHEERS) using information uploaded by third parties not affiliated with or related to CHEERS. Therefore, CHEERS is not responsible for, and cannot guarantee, the accuracy or completeness of the information contained in this document. CERTIFICATE OF COMPLIANCE - LOWRISE MULTIFAMILY MIXED USE PERFORMANCE COMPLIANCE METHOD LMCC-PRF-01-E Lowrise Multifamily Mixed Use Performance Compliance Method (Page 33 of 48) Registration Number:Registration Date/Time: HERS Provider: CA Building Energy Efficiency Standards 2022 Lowrise Multifamily Compliance Report Version: 2022.0.000 Schema Version: rev 20220601 Report Generated: 2024-06-21 10:09:20 Compliance ID: EnergyPro-30082-0624-0004 G7B. FENESTRATION SUMMARY (MULTIFAMILY AND COMMON AREAS) 01 02 03 04 05 06 07 08 09 10 11 12 13 Fenestration Name Fenestration Type/ Product Type / Frame Type Parent Surface Azimuth Multiplier Area (ft2)Overall U-factor U-factor Source Overall SHGC SHGC Source Overall VT Exterior Shading Status1 W 1D 10 Vertical fenestration Architectural Window - Operable (Multifamily only) N/A Front wall 12 0 1 33 0.29 NFRC 0.21 NFRC N/A Standard bug screens N W 1D 11 Vertical fenestration Architectural Window - Operable (Multifamily only) N/A Front wall 12 0 1 33 0.29 NFRC 0.21 NFRC N/A Standard bug screens N W 1C 6 Vertical fenestration Architectural Window - Operable (Multifamily only) N/A Front wall 12 0 1 16.5 0.29 NFRC 0.21 NFRC N/A Standard bug screens N W 1C 7 Vertical fenestration Architectural Window - Operable (Multifamily only) N/A Front wall 12 0 1 16.5 0.29 NFRC 0.21 NFRC N/A Standard bug screens N W 1C 8 Vertical fenestration Architectural Window - Operable (Multifamily only) N/A Front wall 12 0 1 16.5 0.29 NFRC 0.21 NFRC N/A Standard bug screens N W 1D 12 Vertical fenestration Architectural Window - Operable (Multifamily only) N/A Left wall 16 90 1 33 0.29 NFRC 0.21 NFRC N/A Standard bug screens N W 1B 2 Vertical fenestration Architectural Window - Operable (Multifamily only) N/A Left wall 16 90 1 17.5 0.29 NFRC 0.21 NFRC N/A Standard bug screens N 1 Status: N - New, A - Altered, E - Existing 425-F010001521A-000-000-0000000-0000 01/03/2025 09:52 CHEERS NOTICE: This document has been generated by California Home Energy Efficiency Rating Services (CHEERS) using information uploaded by third parties not affiliated with or related to CHEERS. Therefore, CHEERS is not responsible for, and cannot guarantee, the accuracy or completeness of the information contained in this document. CERTIFICATE OF COMPLIANCE - LOWRISE MULTIFAMILY MIXED USE PERFORMANCE COMPLIANCE METHOD LMCC-PRF-01-E Lowrise Multifamily Mixed Use Performance Compliance Method (Page 34 of 48) Registration Number:Registration Date/Time: HERS Provider: CA Building Energy Efficiency Standards 2022 Lowrise Multifamily Compliance Report Version: 2022.0.000 Schema Version: rev 20220601 Report Generated: 2024-06-21 10:09:20 Compliance ID: EnergyPro-30082-0624-0004 G7B. FENESTRATION SUMMARY (MULTIFAMILY AND COMMON AREAS) 01 02 03 04 05 06 07 08 09 10 11 12 13 Fenestration Name Fenestration Type/ Product Type / Frame Type Parent Surface Azimuth Multiplier Area (ft2)Overall U-factor U-factor Source Overall SHGC SHGC Source Overall VT Exterior Shading Status1 D U9 17 Vertical fenestration Architectural Window - Operable (Multifamily only) N/A Left wall 16 90 1 20 0.29 NFRC 0.21 NFRC N/A Standard bug screens N W 1M 7 Vertical fenestration Architectural Window - Operable (Multifamily only) N/A Left wall 17 90 1 15 0.29 NFRC 0.21 NFRC N/A Standard bug screens N W 1L 29 Vertical fenestration Architectural Window - Operable (Multifamily only) N/A Rear wall 16 180 1 30 0.29 NFRC 0.21 NFRC N/A Standard bug screens N W 1L 30 Vertical fenestration Architectural Window - Operable (Multifamily only) N/A Rear wall 16 180 1 30 0.29 NFRC 0.21 NFRC N/A Standard bug screens N D U9 18 Vertical fenestration Architectural Window - Operable (Multifamily only) N/A Right wall 15 270 1 20 0.29 NFRC 0.21 NFRC N/A Standard bug screens N D U9 19 Vertical fenestration Architectural Window - Operable (Multifamily only) N/A Left wall 18 90 1 20 0.29 NFRC 0.21 NFRC N/A Standard bug screens N W 1L 31 Vertical fenestration Architectural Window - Operable (Multifamily only) N/A Rear wall 17 180 1 30 0.29 NFRC 0.21 NFRC N/A Standard bug screens N 1 Status: N - New, A - Altered, E - Existing 425-F010001521A-000-000-0000000-0000 01/03/2025 09:52 CHEERS NOTICE: This document has been generated by California Home Energy Efficiency Rating Services (CHEERS) using information uploaded by third parties not affiliated with or related to CHEERS. Therefore, CHEERS is not responsible for, and cannot guarantee, the accuracy or completeness of the information contained in this document. CERTIFICATE OF COMPLIANCE - LOWRISE MULTIFAMILY MIXED USE PERFORMANCE COMPLIANCE METHOD LMCC-PRF-01-E Lowrise Multifamily Mixed Use Performance Compliance Method (Page 35 of 48) Registration Number:Registration Date/Time: HERS Provider: CA Building Energy Efficiency Standards 2022 Lowrise Multifamily Compliance Report Version: 2022.0.000 Schema Version: rev 20220601 Report Generated: 2024-06-21 10:09:20 Compliance ID: EnergyPro-30082-0624-0004 G7B. FENESTRATION SUMMARY (MULTIFAMILY AND COMMON AREAS) 01 02 03 04 05 06 07 08 09 10 11 12 13 Fenestration Name Fenestration Type/ Product Type / Frame Type Parent Surface Azimuth Multiplier Area (ft2)Overall U-factor U-factor Source Overall SHGC SHGC Source Overall VT Exterior Shading Status1 W 1L 32 Vertical fenestration Architectural Window - Operable (Multifamily only) N/A Rear wall 17 180 1 30 0.29 NFRC 0.21 NFRC N/A Standard bug screens N W 1L 33 Vertical fenestration Architectural Window - Operable (Multifamily only) N/A Rear wall 18 180 1 30 0.29 NFRC 0.21 NFRC N/A Standard bug screens N W 1L 34 Vertical fenestration Architectural Window - Operable (Multifamily only) N/A Rear wall 18 180 1 30 0.29 NFRC 0.21 NFRC N/A Standard bug screens N D U9 20 Vertical fenestration Architectural Window - Operable (Multifamily only) N/A Right wall 16 270 1 20 0.29 NFRC 0.21 NFRC N/A Standard bug screens N D U9 21 Vertical fenestration Architectural Window - Operable (Multifamily only) N/A Left wall 19 90 1 20 0.29 NFRC 0.21 NFRC N/A Standard bug screens N W 1L 35 Vertical fenestration Architectural Window - Operable (Multifamily only) N/A Rear wall 19 180 1 30 0.29 NFRC 0.21 NFRC N/A Standard bug screens N W 1L 36 Vertical fenestration Architectural Window - Operable (Multifamily only) N/A Rear wall 19 180 1 30 0.29 NFRC 0.21 NFRC N/A Standard bug screens N 1 Status: N - New, A - Altered, E - Existing 425-F010001521A-000-000-0000000-0000 01/03/2025 09:52 CHEERS NOTICE: This document has been generated by California Home Energy Efficiency Rating Services (CHEERS) using information uploaded by third parties not affiliated with or related to CHEERS. Therefore, CHEERS is not responsible for, and cannot guarantee, the accuracy or completeness of the information contained in this document. CERTIFICATE OF COMPLIANCE - LOWRISE MULTIFAMILY MIXED USE PERFORMANCE COMPLIANCE METHOD LMCC-PRF-01-E Lowrise Multifamily Mixed Use Performance Compliance Method (Page 36 of 48) Registration Number:Registration Date/Time: HERS Provider: CA Building Energy Efficiency Standards 2022 Lowrise Multifamily Compliance Report Version: 2022.0.000 Schema Version: rev 20220601 Report Generated: 2024-06-21 10:09:20 Compliance ID: EnergyPro-30082-0624-0004 G7B. FENESTRATION SUMMARY (MULTIFAMILY AND COMMON AREAS) 01 02 03 04 05 06 07 08 09 10 11 12 13 Fenestration Name Fenestration Type/ Product Type / Frame Type Parent Surface Azimuth Multiplier Area (ft2)Overall U-factor U-factor Source Overall SHGC SHGC Source Overall VT Exterior Shading Status1 W 1L 37 Vertical fenestration Architectural Window - Operable (Multifamily only) N/A Rear wall 20 180 1 30 0.29 NFRC 0.21 NFRC N/A Standard bug screens N W 1L 38 Vertical fenestration Architectural Window - Operable (Multifamily only) N/A Rear wall 20 180 1 30 0.29 NFRC 0.21 NFRC N/A Standard bug screens N D U9 22 Vertical fenestration Architectural Window - Operable (Multifamily only) N/A Right wall 17 270 1 20 0.29 NFRC 0.21 NFRC N/A Standard bug screens N W 1P 7 Vertical fenestration Architectural Window - Operable (Multifamily only) N/A Right wall 17 270 1 10 0.29 NFRC 0.21 NFRC N/A Standard bug screens N W 1P 8 Vertical fenestration Architectural Window - Operable (Multifamily only) N/A Right wall 17 270 1 10 0.29 NFRC 0.21 NFRC N/A Standard bug screens N W 1Q 6 Vertical fenestration Architectural Window - Operable (Multifamily only) N/A Right wall 17 270 1 8 0.29 NFRC 0.21 NFRC N/A Standard bug screens N W 1K 3 Vertical fenestration Architectural Window - Operable (Multifamily only) N/A Front wall 14 0 1 45 0.29 NFRC 0.21 NFRC N/A Standard bug screens N 1 Status: N - New, A - Altered, E - Existing 425-F010001521A-000-000-0000000-0000 01/03/2025 09:52 CHEERS NOTICE: This document has been generated by California Home Energy Efficiency Rating Services (CHEERS) using information uploaded by third parties not affiliated with or related to CHEERS. Therefore, CHEERS is not responsible for, and cannot guarantee, the accuracy or completeness of the information contained in this document. CERTIFICATE OF COMPLIANCE - LOWRISE MULTIFAMILY MIXED USE PERFORMANCE COMPLIANCE METHOD LMCC-PRF-01-E Lowrise Multifamily Mixed Use Performance Compliance Method (Page 37 of 48) Registration Number:Registration Date/Time: HERS Provider: CA Building Energy Efficiency Standards 2022 Lowrise Multifamily Compliance Report Version: 2022.0.000 Schema Version: rev 20220601 Report Generated: 2024-06-21 10:09:20 Compliance ID: EnergyPro-30082-0624-0004 G7B. FENESTRATION SUMMARY (MULTIFAMILY AND COMMON AREAS) 01 02 03 04 05 06 07 08 09 10 11 12 13 Fenestration Name Fenestration Type/ Product Type / Frame Type Parent Surface Azimuth Multiplier Area (ft2)Overall U-factor U-factor Source Overall SHGC SHGC Source Overall VT Exterior Shading Status1 W 1A 2 Vertical fenestration Architectural Window - Operable (Multifamily only) N/A Left wall 20 90 1 49.5 0.29 NFRC 0.21 NFRC N/A Standard bug screens N W 1C 9 Vertical fenestration Architectural Window - Operable (Multifamily only) N/A Left wall 20 90 1 16.5 0.29 NFRC 0.21 NFRC N/A Standard bug screens N W 1R 3 Vertical fenestration Architectural Window - Operable (Multifamily only) N/A Left wall 20 90 1 30 0.29 NFRC 0.21 NFRC N/A Standard bug screens N W A Vertical fenestration Architectural Window - Operable (Multifamily only) N/A Front wall 15 0 1 85.5 0.29 NFRC 0.21 NFRC N/A Standard bug screens N W C Vertical fenestration Architectural Window - Operable (Multifamily only) N/A Front wall 15 0 1 48 0.29 NFRC 0.21 NFRC N/A Standard bug screens N W B Vertical fenestration Architectural Window - Operable (Multifamily only) N/A Front wall 15 0 1 57 0.29 NFRC 0.21 NFRC N/A Standard bug screens N D 9 Vertical fenestration Architectural Window - Operable (Multifamily only) N/A Front wall 15 0 1 32 0.29 NFRC 0.21 NFRC N/A Standard bug screens N 1 Status: N - New, A - Altered, E - Existing 425-F010001521A-000-000-0000000-0000 01/03/2025 09:52 CHEERS NOTICE: This document has been generated by California Home Energy Efficiency Rating Services (CHEERS) using information uploaded by third parties not affiliated with or related to CHEERS. Therefore, CHEERS is not responsible for, and cannot guarantee, the accuracy or completeness of the information contained in this document. CERTIFICATE OF COMPLIANCE - LOWRISE MULTIFAMILY MIXED USE PERFORMANCE COMPLIANCE METHOD LMCC-PRF-01-E Lowrise Multifamily Mixed Use Performance Compliance Method (Page 38 of 48) Registration Number:Registration Date/Time: HERS Provider: CA Building Energy Efficiency Standards 2022 Lowrise Multifamily Compliance Report Version: 2022.0.000 Schema Version: rev 20220601 Report Generated: 2024-06-21 10:09:20 Compliance ID: EnergyPro-30082-0624-0004 G7B. FENESTRATION SUMMARY (MULTIFAMILY AND COMMON AREAS) 01 02 03 04 05 06 07 08 09 10 11 12 13 Fenestration Name Fenestration Type/ Product Type / Frame Type Parent Surface Azimuth Multiplier Area (ft2)Overall U-factor U-factor Source Overall SHGC SHGC Source Overall VT Exterior Shading Status1 D 1 Vertical fenestration Architectural Window - Operable (Multifamily only) N/A Front wall 15 0 1 40 0.29 NFRC 0.21 NFRC N/A Standard bug screens N W 1U Vertical fenestration Architectural Window - Operable (Multifamily only) N/A Left wall 21 90 1 85.5 0.29 NFRC 0.21 NFRC N/A Standard bug screens N W 1T Vertical fenestration Architectural Window - Operable (Multifamily only) N/A Left wall 21 90 1 33 0.29 NFRC 0.21 NFRC N/A Standard bug screens N W 1S Vertical fenestration Architectural Window - Operable (Multifamily only) N/A Left wall 21 90 1 66 0.29 NFRC 0.21 NFRC N/A Standard bug screens N W D Vertical fenestration Architectural Window - Operable (Multifamily only) N/A Rear wall 22 180 1 47.5 0.29 NFRC 0.21 NFRC N/A Standard bug screens N W D 2 Vertical fenestration Architectural Window - Operable (Multifamily only) N/A Rear wall 22 180 1 47.5 0.29 NFRC 0.21 NFRC N/A Standard bug screens N W D 3 Vertical fenestration Architectural Window - Operable (Multifamily only) N/A Rear wall 22 180 1 47.5 0.29 NFRC 0.21 NFRC N/A Standard bug screens N 1 Status: N - New, A - Altered, E - Existing 425-F010001521A-000-000-0000000-0000 01/03/2025 09:52 CHEERS NOTICE: This document has been generated by California Home Energy Efficiency Rating Services (CHEERS) using information uploaded by third parties not affiliated with or related to CHEERS. Therefore, CHEERS is not responsible for, and cannot guarantee, the accuracy or completeness of the information contained in this document. CERTIFICATE OF COMPLIANCE - LOWRISE MULTIFAMILY MIXED USE PERFORMANCE COMPLIANCE METHOD LMCC-PRF-01-E Lowrise Multifamily Mixed Use Performance Compliance Method (Page 39 of 48) Registration Number:Registration Date/Time: HERS Provider: CA Building Energy Efficiency Standards 2022 Lowrise Multifamily Compliance Report Version: 2022.0.000 Schema Version: rev 20220601 Report Generated: 2024-06-21 10:09:20 Compliance ID: EnergyPro-30082-0624-0004 G7B. FENESTRATION SUMMARY (MULTIFAMILY AND COMMON AREAS) 01 02 03 04 05 06 07 08 09 10 11 12 13 Fenestration Name Fenestration Type/ Product Type / Frame Type Parent Surface Azimuth Multiplier Area (ft2)Overall U-factor U-factor Source Overall SHGC SHGC Source Overall VT Exterior Shading Status1 W D 4 Vertical fenestration Architectural Window - Operable (Multifamily only) N/A Rear wall 22 180 1 47.5 0.29 NFRC 0.21 NFRC N/A Standard bug screens N W D 5 Vertical fenestration Architectural Window - Operable (Multifamily only) N/A Rear wall 22 180 1 47.5 0.29 NFRC 0.21 NFRC N/A Standard bug screens N W D 6 Vertical fenestration Architectural Window - Operable (Multifamily only) N/A Rear wall 22 180 1 47.5 0.29 NFRC 0.21 NFRC N/A Standard bug screens N W D 7 Vertical fenestration Architectural Window - Operable (Multifamily only) N/A Rear wall 22 180 1 47.5 0.29 NFRC 0.21 NFRC N/A Standard bug screens N W D 8 Vertical fenestration Architectural Window - Operable (Multifamily only) N/A Rear wall 22 180 1 47.5 0.29 NFRC 0.21 NFRC N/A Standard bug screens N W D 9 Vertical fenestration Architectural Window - Operable (Multifamily only) N/A Rear wall 22 180 1 47.5 0.29 NFRC 0.21 NFRC N/A Standard bug screens N W D 10 Vertical fenestration Architectural Window - Operable (Multifamily only) N/A Rear wall 22 180 1 47.5 0.29 NFRC 0.21 NFRC N/A Standard bug screens N 1 Status: N - New, A - Altered, E - Existing 425-F010001521A-000-000-0000000-0000 01/03/2025 09:52 CHEERS NOTICE: This document has been generated by California Home Energy Efficiency Rating Services (CHEERS) using information uploaded by third parties not affiliated with or related to CHEERS. Therefore, CHEERS is not responsible for, and cannot guarantee, the accuracy or completeness of the information contained in this document. CERTIFICATE OF COMPLIANCE - LOWRISE MULTIFAMILY MIXED USE PERFORMANCE COMPLIANCE METHOD LMCC-PRF-01-E Lowrise Multifamily Mixed Use Performance Compliance Method (Page 40 of 48) Registration Number:Registration Date/Time: HERS Provider: CA Building Energy Efficiency Standards 2022 Lowrise Multifamily Compliance Report Version: 2022.0.000 Schema Version: rev 20220601 Report Generated: 2024-06-21 10:09:20 Compliance ID: EnergyPro-30082-0624-0004 G7B. FENESTRATION SUMMARY (MULTIFAMILY AND COMMON AREAS) 01 02 03 04 05 06 07 08 09 10 11 12 13 Fenestration Name Fenestration Type/ Product Type / Frame Type Parent Surface Azimuth Multiplier Area (ft2)Overall U-factor U-factor Source Overall SHGC SHGC Source Overall VT Exterior Shading Status1 W E Vertical fenestration Architectural Window - Operable (Multifamily only) N/A Right wall 19 270 1 28.5 0.29 NFRC 0.21 NFRC N/A Standard bug screens N W E 2 Vertical fenestration Architectural Window - Operable (Multifamily only) N/A Right wall 19 270 1 28.5 0.29 NFRC 0.21 NFRC N/A Standard bug screens N W E 3 Vertical fenestration Architectural Window - Operable (Multifamily only) N/A Right wall 19 270 1 28.5 0.29 NFRC 0.21 NFRC N/A Standard bug screens N W D 11 Vertical fenestration Architectural Window - Operable (Multifamily only) N/A Right wall 19 270 1 47.5 0.29 NFRC 0.21 NFRC N/A Standard bug screens N W E 4 Vertical fenestration Architectural Window - Operable (Multifamily only) N/A Right wall 19 270 1 28.5 0.29 NFRC 0.21 NFRC N/A Standard bug screens N W E 5 Vertical fenestration Architectural Window - Operable (Multifamily only) N/A Right wall 19 270 1 28.5 0.29 NFRC 0.21 NFRC N/A Standard bug screens N W D 12 Vertical fenestration Architectural Window - Operable (Multifamily only) N/A Right wall 19 270 1 47.5 0.29 NFRC 0.21 NFRC N/A Standard bug screens N 1 Status: N - New, A - Altered, E - Existing 425-F010001521A-000-000-0000000-0000 01/03/2025 09:52 CHEERS NOTICE: This document has been generated by California Home Energy Efficiency Rating Services (CHEERS) using information uploaded by third parties not affiliated with or related to CHEERS. Therefore, CHEERS is not responsible for, and cannot guarantee, the accuracy or completeness of the information contained in this document. CERTIFICATE OF COMPLIANCE - LOWRISE MULTIFAMILY MIXED USE PERFORMANCE COMPLIANCE METHOD LMCC-PRF-01-E Lowrise Multifamily Mixed Use Performance Compliance Method (Page 41 of 48) Registration Number:Registration Date/Time: HERS Provider: CA Building Energy Efficiency Standards 2022 Lowrise Multifamily Compliance Report Version: 2022.0.000 Schema Version: rev 20220601 Report Generated: 2024-06-21 10:09:20 Compliance ID: EnergyPro-30082-0624-0004 H2. DWELLING UNIT HVAC HEATING AND COOLING SYSTEMS 01 02 03 04 05 06 07 08 09 10 11 12 13 Dwelling Unit Type Equipment Name Equipment Type Quantity Air Distribution System Name Fan System name Heating Cooling Heat Output at 47 Heat Output at 17 Efficiency Unit Efficiency Total Cooling Output Efficiency Unit Efficiency DU-1 Heat Pump System 1 VCHP-ducted N/A 1 Heat Pump System 1 Heat Pump System 1 17,000 13,500 HSPF 10 N/A EER SEER 12 14 DU-2 Heat Pump System 1 VCHP-ducted N/A 1 Heat Pump System 1 Heat Pump System 1 17,000 13,500 HSPF 10 N/A EER SEER 12 14 DU-3 Heat Pump System 1 VCHP-ducted N/A 1 Heat Pump System 1 Heat Pump System 1 17,000 13,500 HSPF 10 N/A EER SEER 12 14 DU-4 Heat Pump System 1 VCHP-ducted N/A 1 Heat Pump System 1 Heat Pump System 1 17,000 13,500 HSPF 10 N/A EER SEER 12 14 DU-5 Heat Pump System 1 VCHP-ducted N/A 1 Heat Pump System 1 Heat Pump System 1 17,000 13,500 HSPF 10 N/A EER SEER 12 14 DU-6 Heat Pump System 1 VCHP-ducted N/A 1 Heat Pump System 1 Heat Pump System 1 17,000 13,500 HSPF 10 N/A EER SEER 12 14 DU-7 Heat Pump System 1 VCHP-ducted N/A 1 Heat Pump System 1 Heat Pump System 1 17,000 13,500 HSPF 10 N/A EER SEER 12 14 DU-8 Heat Pump System 2 VCHP-ducted N/A 1 Heat Pump System 2 Heat Pump System 2 17,000 13,500 HSPF 10 N/A EER SEER 12 14 DU-9 Heat Pump System 2 VCHP-ducted N/A 1 Heat Pump System 2 Heat Pump System 2 17,000 13,500 HSPF 10 N/A EER SEER 12 14 DU-10 Heat Pump System 2 VCHP-ducted N/A 1 Heat Pump System 2 Heat Pump System 2 17,000 13,500 HSPF 10 N/A EER SEER 12 14 DU-11 Heat Pump System 2 VCHP-ducted N/A 1 Heat Pump System 2 Heat Pump System 2 17,000 13,500 HSPF 10 N/A EER SEER 12 14 DU-12 Heat Pump System 2 VCHP-ducted N/A 1 Heat Pump System 2 Heat Pump System 2 17,000 13,500 HSPF 10 N/A EER SEER 12 14 DU-13 Heat Pump System 2 VCHP-ducted N/A 1 Heat Pump System 2 Heat Pump System 2 17,000 13,500 HSPF 10 N/A EER SEER 12 14 425-F010001521A-000-000-0000000-0000 01/03/2025 09:52 CHEERS NOTICE: This document has been generated by California Home Energy Efficiency Rating Services (CHEERS) using information uploaded by third parties not affiliated with or related to CHEERS. Therefore, CHEERS is not responsible for, and cannot guarantee, the accuracy or completeness of the information contained in this document. CERTIFICATE OF COMPLIANCE - LOWRISE MULTIFAMILY MIXED USE PERFORMANCE COMPLIANCE METHOD LMCC-PRF-01-E Lowrise Multifamily Mixed Use Performance Compliance Method (Page 42 of 48) Registration Number:Registration Date/Time: HERS Provider: CA Building Energy Efficiency Standards 2022 Lowrise Multifamily Compliance Report Version: 2022.0.000 Schema Version: rev 20220601 Report Generated: 2024-06-21 10:09:20 Compliance ID: EnergyPro-30082-0624-0004 H2. DWELLING UNIT HVAC HEATING AND COOLING SYSTEMS 01 02 03 04 05 06 07 08 09 10 11 12 13 Dwelling Unit Type Equipment Name Equipment Type Quantity Air Distribution System Name Fan System name Heating Cooling Heat Output at 47 Heat Output at 17 Efficiency Unit Efficiency Total Cooling Output Efficiency Unit Efficiency DU-14 Heat Pump System 2 VCHP-ducted N/A 1 Heat Pump System 2 Heat Pump System 2 17,000 13,500 HSPF 10 N/A EER SEER 12 14 DU-15 Heat Pump System 2 VCHP-ducted N/A 1 Heat Pump System 2 Heat Pump System 2 17,000 13,500 HSPF 10 N/A EER SEER 12 14 DU-16 Heat Pump System 3 VCHP-ducted N/A 1 Heat Pump System 3 Heat Pump System 3 17,000 13,500 HSPF 10 N/A EER SEER 12 14 DU-17 Heat Pump System 3 VCHP-ducted N/A 1 Heat Pump System 3 Heat Pump System 3 17,000 13,500 HSPF 10 N/A EER SEER 12 14 DU-18 Heat Pump System 3 VCHP-ducted N/A 1 Heat Pump System 3 Heat Pump System 3 17,000 13,500 HSPF 10 N/A EER SEER 12 14 DU-19 Heat Pump System 3 VCHP-ducted N/A 1 Heat Pump System 3 Heat Pump System 3 17,000 13,500 HSPF 10 N/A EER SEER 12 14 DU-20 Heat Pump System 3 VCHP-ducted N/A 1 Heat Pump System 3 Heat Pump System 3 17,000 13,500 HSPF 10 N/A EER SEER 12 14 DU-21 Heat Pump System 3 VCHP-ducted N/A 1 Heat Pump System 3 Heat Pump System 3 17,000 13,500 HSPF 10 N/A EER SEER 12 14 DU-22 Heat Pump System 3 VCHP-ducted N/A 1 Heat Pump System 3 Heat Pump System 3 17,000 13,500 HSPF 10 N/A EER SEER 12 14 DU-23 Heat Pump System 3 VCHP-ducted N/A 1 Heat Pump System 3 Heat Pump System 3 17,000 13,500 HSPF 10 N/A EER SEER 12 14 425-F010001521A-000-000-0000000-0000 01/03/2025 09:52 CHEERS NOTICE: This document has been generated by California Home Energy Efficiency Rating Services (CHEERS) using information uploaded by third parties not affiliated with or related to CHEERS. Therefore, CHEERS is not responsible for, and cannot guarantee, the accuracy or completeness of the information contained in this document. CERTIFICATE OF COMPLIANCE - LOWRISE MULTIFAMILY MIXED USE PERFORMANCE COMPLIANCE METHOD LMCC-PRF-01-E Lowrise Multifamily Mixed Use Performance Compliance Method (Page 43 of 48) Registration Number:Registration Date/Time: HERS Provider: CA Building Energy Efficiency Standards 2022 Lowrise Multifamily Compliance Report Version: 2022.0.000 Schema Version: rev 20220601 Report Generated: 2024-06-21 10:09:20 Compliance ID: EnergyPro-30082-0624-0004 H2b. Common Area HVAC Heating and Cooling Systems 01 02 03 04 05 06 07 08 09 10 11 12 13 HVAC System Name Equipment Name Equipment Type Quantity Air Distribution System Name Fan System name Heating Cooling Heat Output at 47 Heat Output at 17 Efficiency Unit Efficiency Total Cooling Output Efficiency Unit Efficiency HVAC Level 21 Heat Pump System 1 Heat pump heating cooling 8 Heat Pump System 1 Heat Pump System 1 136,000 108,000 HSPF 10 N/A EER SEER 12 14 H3a. MULTIFAMILY / COMMON USE AREA FAN SYSTEMS SUMMARY 01 02 03 04 05 Name Type Power Power Units Status Heat Pump System 1 HVAC Fan 0.35 W/cfm N/A Heat Pump System 2 HVAC Fan 0.35 W/cfm N/A Heat Pump System 3 HVAC Fan 0.35 W/cfm N/A H3b. MULTIFAMILY / COMMON USE AREA IAQ FAN SYSTEMS SUMMARY 01 02 03 04 05 06 Name Type Airflow (CFM)Power Power Units Status S-2-Hallway and Fitness room-IAQFan Balanced 225.3 0.7 W/cfm N/A S-11-Hallway Level 3-IAQFan Balanced 151.7 0.7 W/cfm N/A S-20-Hallway Level 4-IAQFan Balanced 151.7 0.7 W/cfm N/A S-9-Garage-IAQFan Balanced 1357.5 0.7 W/cfm N/A 425-F010001521A-000-000-0000000-0000 01/03/2025 09:52 CHEERS NOTICE: This document has been generated by California Home Energy Efficiency Rating Services (CHEERS) using information uploaded by third parties not affiliated with or related to CHEERS. Therefore, CHEERS is not responsible for, and cannot guarantee, the accuracy or completeness of the information contained in this document. CERTIFICATE OF COMPLIANCE - LOWRISE MULTIFAMILY MIXED USE PERFORMANCE COMPLIANCE METHOD LMCC-PRF-01-E Lowrise Multifamily Mixed Use Performance Compliance Method (Page 44 of 48) Registration Number:Registration Date/Time: HERS Provider: CA Building Energy Efficiency Standards 2022 Lowrise Multifamily Compliance Report Version: 2022.0.000 Schema Version: rev 20220601 Report Generated: 2024-06-21 10:09:20 Compliance ID: EnergyPro-30082-0624-0004 H4. MULTIFAMILY HVAC DISTRIBUTION 01 02 03 04 05 06 07 08 Name Type Duct Ins. R-value Supply Duct Ins. R-value Return Duct Location Supply Duct Location Return Verified Duct Design Surface Area Supply Return Heat Pump System 1 Conditioned space-entirely ( Non-Verified )N/A N/A Conditioned Zone Conditioned Zone N/A N/A Heat Pump System 2 Conditioned space-entirely ( Non-Verified )N/A N/A Conditioned Zone Conditioned Zone N/A N/A Heat Pump System 3 Conditioned space-entirely ( Non-Verified )N/A N/A Conditioned Zone Conditioned Zone N/A N/A H4b. MULTIFAMILY HVAC DISTRIBUTION – HERS VERIFICATION 01 02 03 04 05 06 07 08 09 Name Duct Leakage Verification Duct Leakage Target (%) Verified Duct Location Verified Duct Design Buried Ducts Deeply Buried Ducts Low-leakage Air Handler Low Leakage Ducts Entirely in Conditioned Space Heat Pump System 1 Yes Required Not Required Not Required Credit not taken Not Required No Heat Pump System 2 Yes Required Not Required Not Required Credit not taken Not Required No Heat Pump System 3 Yes Required Not Required Not Required Credit not taken Not Required No H9. NONRESIDENTIAL / COMMON USE AREA & HOTEL/MOTEL VENTILATION 01 02 03 04 05 06 07 Zone Name Mechanical Ventilation Conditioned Area (sf)DCV or Occupant Sensor Controls, or BothVentilation Function # of People Supply OA CFM Exhaust CFM S-9-Garage Residential - Common corridors 45.25 1357.5 1357.5 9050 N/A 425-F010001521A-000-000-0000000-0000 01/03/2025 09:52 CHEERS NOTICE: This document has been generated by California Home Energy Efficiency Rating Services (CHEERS) using information uploaded by third parties not affiliated with or related to CHEERS. Therefore, CHEERS is not responsible for, and cannot guarantee, the accuracy or completeness of the information contained in this document. CERTIFICATE OF COMPLIANCE - LOWRISE MULTIFAMILY MIXED USE PERFORMANCE COMPLIANCE METHOD LMCC-PRF-01-E Lowrise Multifamily Mixed Use Performance Compliance Method (Page 45 of 48) Registration Number:Registration Date/Time: HERS Provider: CA Building Energy Efficiency Standards 2022 Lowrise Multifamily Compliance Report Version: 2022.0.000 Schema Version: rev 20220601 Report Generated: 2024-06-21 10:09:20 Compliance ID: EnergyPro-30082-0624-0004 H10. MULTIFAMILY DWELLING UNIT TYPE CENTRAL / INDIVIDUAL VENTILATION 01 02 03 04 05 06 07 08 09 10 11 12 13 Dwelling Unit Type IAQ Option Central Fan (If applicable)Individual Fan (if applicable) IAQ Fan Type Type Supply Airflow CFM Supply Fan Efficacy W/CFM Exhaust CFM Exhaust Fan Efficacy W/CFM IAQ Fan Type Count Airflow CFM Fan Efficacy W/CFM Recovery Efficiency SRE Recovery Efficiency ASRE DU-1 Default Minimum Balanced IAQ Fan N/A N/A N/A N/A N/A N/A N/A 45.9 N/A N/A N/A DU-2 Default Minimum Balanced IAQ Fan N/A N/A N/A N/A N/A N/A N/A 33.9 N/A N/A N/A DU-3 Default Minimum Balanced IAQ Fan N/A N/A N/A N/A N/A N/A N/A 33.9 N/A N/A N/A DU-4 Default Minimum Balanced IAQ Fan N/A N/A N/A N/A N/A N/A N/A 33.9 N/A N/A N/A DU-5 Default Minimum Balanced IAQ Fan N/A N/A N/A N/A N/A N/A N/A 33.9 N/A N/A N/A DU-6 Default Minimum Balanced IAQ Fan N/A N/A N/A N/A N/A N/A N/A 33.9 N/A N/A N/A DU-7 Default Minimum Balanced IAQ Fan N/A N/A N/A N/A N/A N/A N/A 33.9 N/A N/A N/A DU-8 Default Minimum Balanced IAQ Fan N/A N/A N/A N/A N/A N/A N/A 53.4 N/A N/A N/A DU-9 Default Minimum Balanced IAQ Fan N/A N/A N/A N/A N/A N/A N/A 33.9 N/A N/A N/A DU-10 Default Minimum Balanced IAQ Fan N/A N/A N/A N/A N/A N/A N/A 55.2 N/A N/A N/A DU-11 Default Minimum Balanced IAQ Fan N/A N/A N/A N/A N/A N/A N/A 33.9 N/A N/A N/A DU-12 Default Minimum Balanced IAQ Fan N/A N/A N/A N/A N/A N/A N/A 33.9 N/A N/A N/A DU-13 Default Minimum Balanced IAQ Fan N/A N/A N/A N/A N/A N/A N/A 33.9 N/A N/A N/A 425-F010001521A-000-000-0000000-0000 01/03/2025 09:52 CHEERS NOTICE: This document has been generated by California Home Energy Efficiency Rating Services (CHEERS) using information uploaded by third parties not affiliated with or related to CHEERS. Therefore, CHEERS is not responsible for, and cannot guarantee, the accuracy or completeness of the information contained in this document. CERTIFICATE OF COMPLIANCE - LOWRISE MULTIFAMILY MIXED USE PERFORMANCE COMPLIANCE METHOD LMCC-PRF-01-E Lowrise Multifamily Mixed Use Performance Compliance Method (Page 46 of 48) Registration Number:Registration Date/Time: HERS Provider: CA Building Energy Efficiency Standards 2022 Lowrise Multifamily Compliance Report Version: 2022.0.000 Schema Version: rev 20220601 Report Generated: 2024-06-21 10:09:20 Compliance ID: EnergyPro-30082-0624-0004 H10. MULTIFAMILY DWELLING UNIT TYPE CENTRAL / INDIVIDUAL VENTILATION 01 02 03 04 05 06 07 08 09 10 11 12 13 Dwelling Unit Type IAQ Option Central Fan (If applicable)Individual Fan (if applicable) IAQ Fan Type Type Supply Airflow CFM Supply Fan Efficacy W/CFM Exhaust CFM Exhaust Fan Efficacy W/CFM IAQ Fan Type Count Airflow CFM Fan Efficacy W/CFM Recovery Efficiency SRE Recovery Efficiency ASRE DU-14 Default Minimum Balanced IAQ Fan N/A N/A N/A N/A N/A N/A N/A 33.9 N/A N/A N/A DU-15 Default Minimum Balanced IAQ Fan N/A N/A N/A N/A N/A N/A N/A 33.9 N/A N/A N/A DU-16 Default Minimum Balanced IAQ Fan N/A N/A N/A N/A N/A N/A N/A 53.4 N/A N/A N/A DU-17 Default Minimum Balanced IAQ Fan N/A N/A N/A N/A N/A N/A N/A 33.9 N/A N/A N/A DU-18 Default Minimum Balanced IAQ Fan N/A N/A N/A N/A N/A N/A N/A 55.2 N/A N/A N/A DU-19 Default Minimum Balanced IAQ Fan N/A N/A N/A N/A N/A N/A N/A 33.9 N/A N/A N/A DU-20 Default Minimum Balanced IAQ Fan N/A N/A N/A N/A N/A N/A N/A 33.9 N/A N/A N/A DU-21 Default Minimum Balanced IAQ Fan N/A N/A N/A N/A N/A N/A N/A 33.9 N/A N/A N/A DU-22 Default Minimum Balanced IAQ Fan N/A N/A N/A N/A N/A N/A N/A 33.9 N/A N/A N/A DU-23 Default Minimum Balanced IAQ Fan N/A N/A N/A N/A N/A N/A N/A 33.9 N/A N/A N/A 425-F010001521A-000-000-0000000-0000 01/03/2025 09:52 CHEERS NOTICE: This document has been generated by California Home Energy Efficiency Rating Services (CHEERS) using information uploaded by third parties not affiliated with or related to CHEERS. Therefore, CHEERS is not responsible for, and cannot guarantee, the accuracy or completeness of the information contained in this document. CERTIFICATE OF COMPLIANCE - LOWRISE MULTIFAMILY MIXED USE PERFORMANCE COMPLIANCE METHOD LMCC-PRF-01-E Lowrise Multifamily Mixed Use Performance Compliance Method (Page 47 of 48) Registration Number:Registration Date/Time: HERS Provider: CA Building Energy Efficiency Standards 2022 Lowrise Multifamily Compliance Report Version: 2022.0.000 Schema Version: rev 20220601 Report Generated: 2024-06-21 10:09:20 Compliance ID: EnergyPro-30082-0624-0004 I1. WATER HEATER EQUIPMENT SUMMARY 01 02 03 04 05 06 07 08 09 10 11 12 13 14 Name Heater Element Type Tank Type Qty Tank Vol (gal) Rated Input Rated Input Unit Efficiency Efficiency Unit Tank Insulation R-value Int/Ext Standby Loss Fraction 1st Hr. Rating or Flow Rate (gal) Heat Pump Type Tank Location or Ambient Condition Rheem HPLD80-1RH (80 gal10 Heat Pump Storage 7 80 N/A N/A N/A N/A N/A N/A N/A Residential (NEEA RATED) PRODUCT Outside Rheem HPLD80-1RH (80 gal11 Heat Pump Storage 8 80 N/A N/A N/A N/A N/A N/A N/A Residential (NEEA RATED) PRODUCT Outside Rheem HPLD80-1RH (80 gal12 Heat Pump Storage 8 80 N/A N/A N/A N/A N/A N/A N/A Residential (NEEA RATED) PRODUCT Outside I2. MULTI-FAMILY WATER HEATING SYSTEM DETAIL 01 02 03 04 05 06 07 08 System Name Configuration Type Qty in System Dwelling Unit Distribution Type Water Heater Name Solar Heating System Is Compact Distribution MF0-Rheem HPLD80-1RH (80 gal1 Domestic Hot Water (DHW)Unitary 1 Standard Distribution System Rheem HPLD80-1RH (80 gal10 N/A No MF1-Rheem HPLD80-1RH (80 gal1 Domestic Hot Water (DHW)Unitary 1 Standard Distribution System Rheem HPLD80-1RH (80 gal11 N/A No MF2-Rheem HPLD80-1RH (80 gal1 Domestic Hot Water (DHW)Unitary 1 Standard Distribution System Rheem HPLD80-1RH (80 gal12 N/A No 425-F010001521A-000-000-0000000-0000 01/03/2025 09:52 CHEERS NOTICE: This document has been generated by California Home Energy Efficiency Rating Services (CHEERS) using information uploaded by third parties not affiliated with or related to CHEERS. Therefore, CHEERS is not responsible for, and cannot guarantee, the accuracy or completeness of the information contained in this document. CERTIFICATE OF COMPLIANCE - LOWRISE MULTIFAMILY MIXED USE PERFORMANCE COMPLIANCE METHOD LMCC-PRF-01-E Lowrise Multifamily Mixed Use Performance Compliance Method (Page 48 of 48) Registration Number:Registration Date/Time: HERS Provider: CA Building Energy Efficiency Standards 2022 Lowrise Multifamily Compliance Report Version: 2022.0.000 Schema Version: rev 20220601 Report Generated: 2024-06-21 10:09:20 Compliance ID: EnergyPro-30082-0624-0004 Documentation Author's Declaration Statement 1. I certify that this Certificate of Compliance documentation is accurate and complete. Documentation Author Name: Truong Dong Documentation Author Signature: Company: Dong Engineering Signature Date: Address: 12682 Hoover ST CEA/HERS Certification Identification (if applicable): C75466 City/State/Zip: Garden Grove , Ca 92683 Phone: Responsible Person's Declaration statement I certify the following under penalty of perjury, under the laws of the State of California: 1.The information provided on this Certificate of Compliance is true and correct. 2.I am eligible under Division 3 of the Business and Professions Code to accept responsibility for the building design or system design identified on this Certificate of Compliance (responsible designer) 3.The energy features and performance specifications, materials, components, and manufactured devices for the building design or system design identified on this Certificate of Compliance conform to the requirements of Title 24, Part 1 and Part 6 of the California Code of Regulations. 4.The building design features or system design features identified on this Certificate of Compliance are consistent with the information provided on other applicable compliance documents, worksheets, calculations, plans and specifications submitted to the enforcement agency for approval with this building permit application. 5.I understand that a registered copy of this Certificate of Compliance shall be made available with the building permit(s) issued for the building, and made available to the enforcement agency for all applicable inspections, and I will take the necessary steps to accomplish this requirement. 6.I understand that a registered copy of this Certificate of Compliance is required to be included with the documentation the builder provides to the building owner at occupancy, and I will take the necessary steps to accomplish these requirements. Responsible Designer Name:Responsible Designer Signature: Company:Date Signed: Address:License #: City/State/Zip:Title: Phone:Scope: Truong Dong Dong Engineering 01/03/2025 10692 silver cir garden grove, CA 92843 (714) 204-2874 Truong Dong Dong Engineering 01/03/2025 10692 silver cir N/A garden grove, CA 92843 (714) 204-2874 425-F010001521A-000-000-0000000-0000 01/03/2025 09:52 CHEERS NOTICE: This document has been generated by California Home Energy Efficiency Rating Services (CHEERS) using information uploaded by third parties not affiliated with or related to CHEERS. Therefore, CHEERS is not responsible for, and cannot guarantee, the accuracy or completeness of the information contained in this document. Digitally signed by California Home Energy Efficiency Rating Services (CHEERS). This digital signature is provided in order to secure the content of this registered document, and in no way implies Registration Provider responsibility for the accuracy of the information. Dong Engineering, Inc. 7661 GARDEN GROVE BLVD. , GARDEN GROVE, CA 92841 Office: (714) 617-5979 Email: info@dongengineering.com DATE:1/6/2025 CLIENT: JOB NO.:240022 Project: 22 UNITS RESIDENCE, 30,582 SF GROSS BUILDING AREA STRUCTURAL CALCULATIONS FOR THE BUILDING AT: 322 N.HARBOR BLVD, SANTA ANA, CA 92703 1 of 427 Dong Engineering Inc. 22 UNITS RESIDENCE, 30,582 SF GROSS BUILDING AREA Job#: 240022 322 N.HARBOR BLVD, SANTA ANA, CA 92703 Date: 6/13/2024 ROOF:SHINGLE FLOOR:With 3/4" Thk. Levelrock Slope 0.25:12 Floor Material 3.0 psf Live Load 20 psf Sheathing 3.0 psf Roof'g Material 3.0 psf Floor Joists 3.0 psf Sheathing 2.0 psf Ceiling Joists 0.0 psf Trusses / Rafters 2.0 psf Drywall 3.0 psf Ceiling Joists 0.0 psf Sprinkler 0.5 psf Drywall 2.0 psf Miscellaneous 0.5 psf Sprinkler 0.5 psf 3/4" Thk. Levelrock 7.5 psf Solar 4.0 psf Total D.L.20.5 psf Miscellaneous 1.5 psf Live Load:Residential 40.0 psf Total D.L.15 psf Trash 100.0 psf Circulation 100.0 psf EXTERIOR WALL:INTERIOR WALL: EXTERIOR:9 PSF DRYWALL:3 PSF DRYWALL:3.0 PSF DRYWALL:3.0 PSF STUDS:2.0 PSF STUDS:2.0 PSF MISC.:1.0 PSF MISC.:2.0 PSF DL=15.0 PSF DL=10.0 PSF PODIUM @ 2-Story Buidling:DECK:With 3/4" Thk. Levelrock Level DL LL 3/4" Thk. Levelrock 7.5 psf Roof 15.0 psf 20.0 psf Live Load 100.0 psf Partition (3)45.0 psf 0.0 psf Floor Material 3.0 psf Residential 40.0 psf Sheathing 3.0 psf Trash 100.0 psf Floor Joists 3.0 psf Circulation 100.0 psf Ceiling Joists 0.0 psf Deck Drywall 3.0 psf Podium Super DL 7.0 psf Sprinkler 0.5 psf Total on Podium 128.5 psf Miscellaneous 0.5 psf Podium Slab DL 125.0 psf Total D.L.20.5 psf Total 253.5 psf LL Reduction 20%Total 120.5 psf Reduced LL Residential 32 psf Trash 80 psf Circulation 80 psf Deck 80 psf Calculation of seismic mass for use in ETABS seismic force generation Member DL (psf) Building 253.5 Outside 32 Total Podium Total Mass/Area Notes: Wall weights are automatically calculated by ETABS Mass / Area = DL X Area / (Area X 32.3) where 32.2 is the acceleration due to gravity, g LOADING CONDITIONS 20.5 psf Area (sf) 6748 6.77 1304 8052 Mass (lb-s2/ft) 53124.78 1295.90 54420.68 2 of 427 UP 18R @6.72" EA.DN 18R @6.72" EA. UP 1 8 R @6 . 7 2 " E A . DN 1 8 R @6 . 7 2 " E A . AN G E L D E C K A T 3R D F L O O R RE C T A N G U L A R D E C K AT 4 T H F L O O R 1Y 1X RO O F S H E A R W A L L L A Y O U T 1. 4 2. 4 3. 4 4. 4 5. 4 6. 4 7. 4 A. 4 B. 4 C. 4 D. 4 3 of 427 UP 18R @6.72" EA.DN 18R @6.72" EA. UP 1 8 R @6 . 7 2 " E A . DN 1 8 R @6 . 7 2 " E A . AN G E L D E C K A T 3R D F L O O R RE C T A N G U L A R D E C K AT 4 T H F L O O R 1Y 1X 1. 3 2. 3 3. 3 4. 3 5. 3 6. 3 7. 3 A. 3 B. 3 C. 3 D. 3 4T H F L O O R S H E A R W A L L L A Y O U T 4 of 427 UP 1 8 R @6 . 7 2 " E A . DN 2 6 R @6 . 9 " E A . UP 18R @6.72" EA. DN 26 R OP E N T O B E L O W OP E N T O B E L O W OP E N T O B E L O W 1Y 1X 1. 2 2. 2 3. 2 4. 2 5. 2 6. 2 7. 2 A. 2 B. 2 C. 2 D. 2 3R D F L O O R S H E A R W A L L L A Y O U T 5 of 427 Dong Engineering Inc. 22 UNITS RESIDENCE, 30,582 SF GROSS BUILDING AREA 322 N.HARBOR BLVD, SANTA ANA, CA 92703 Job#: 240022 Date: 6/13/2024 PLAN: 1 CODE: CBC 2022 SECTION: 1X Number of Story: 3 Section width: 67.5(ft)Section length: 129.5(ft) Base height: 15.5(ft)Slope roof height: 32.5(ft)Gable mean roof height: 32.5(ft) WIND PARAMETERS PER ASCE7-16, CHAPTER 27, MWFRS BUILDINGS OF ALL HEIGHTS: Wind speed = 110, Wind exposure = C, Wind importance factor Iw = 1 Coefficients: Kd = 0.85, Kzt = 1, G = 0.85, Gcpi = +/-0.18, omega = 1 B = 67.5(ft), L = 129.5(ft), H = 48(ft)-->L/B = 1.92, H/L = 0.37 Wall coefficient: Cpw = 0.8, Cpl = -0.32 Wind exposure = C-->anpha = 9.5, zg = 900 Kz = 2,01*(15/zg)^(2/anpha)qz = 0,00256*Kz*Kzt*Kd*V^2*Iw P = G(Cpw*qz+Cpl*qh) WIND LOAD: SEISMIC PARAMETERS PER ASCE7-16, CHAPTER 12.8, ELF PROCEDURE: Light frame wood-->Rx = 6.5, Site class :D, SDS = 2FaSs/3 =0.88, SD1 = 2FvS1/3 =0, Seismic design category: D, I = 1, 0.7*V = 0.7*SDS*I*W/Rx = 0.7*0.88*1*W/6.5 = 0.0948*W Total Seismic Load = 256.59 + 386.87 + 378.34 = 1021.8 PLF Redistrib: 2707.5*29 + 4082.25*19 + 3992.25*9 = 192010.5 PLFxFT (z, Kz, qz, P): (48, 1.08, 28.55, 27.56); (44.5, 1.07, 28.1, 27.25); (40, 1.04, 27.48, 26.83) (34.5, 1.01, 26.63, 26.25); (30, 0.98, 25.86, 25.73); (24.5, 0.94, 24.78, 24.99); (20, 0.9, 23.75, 24.29) ROOF Roof = 15*129.5 = 1942.5 PLF Wall = 15*2*4.5 + 10*14*4.5 = 765 PLF Shear = 0.0948(1942.5+765) = 0.0948*2707.5 = 256.67 PLF SECOND FLOOR Floor = 20.5*124.5 = 2552.25 PLF Wall = 15*2*4.5 + 15*2*4.5 + 10*14*4.5 + 10*14*4.5 = 1530 PLF Shear = 0.0948(2552.25+1530) = 0.0948*4082.25 = 387 PLF FIRST FLOOR Floor = 20.5*124.5 = 2552.25 PLF Wall = 15*2*4.5 + 15*2*4.5 + 10*14*4.5 + 10*12*4.5 = 1440 PLF Shear = 0.0948(2552.25+1440) = 0.0948*3992.25 = 378.47 PLF Plate height: ROOF = 29(ft); SECOND FLOOR = 19(ft); FIRST FLOOR = 9(ft) SHEAR ROOF = 1021.8*2707.5*29/192010.5 = 417.84 PLF SHEAR SECOND FLOOR = 1021.8*4082.25*19/192010.5 = 412.76 PLF SHEAR FIRST FLOOR = 1021.8*3992.25*9/192010.5 = 191.21 PLF SHEAR ROOF = 0.6*W = 200.99(plf) SHEAR SECOND FLOOR = 0.6*W = 159.41(plf) SHEAR FIRST FLOOR = 0.6*W = 152.39(plf) ROOF SECOND FLOOR FIRST FLOOR 417.84 PLF 412.76 PLF 191.21 PLF SEISMIC GOVERN SEISMIC GOVERN SEISMIC GOVERN 6 of 427 Dong Engineering Inc. 22 UNITS RESIDENCE, 30,582 SF GROSS BUILDING AREA 322 N.HARBOR BLVD, SANTA ANA, CA 92703 Job#: 240022 Date: 6/13/2024 PLAN: 1 CODE: CBC 2022 SECTION: 1X Number of Story: 3 Section width: 67.5(ft)Section length: 129.5(ft) Base height: 15.5(ft)Slope roof height: 32.5(ft)Gable mean roof height: 32.5(ft) Plate height: ROOF = 29(ft); SECOND FLOOR = 19(ft); FIRST FLOOR = 9(ft) DIAPHRAGM & CHORD FORCE PER ASCE07-16 SECTION 12.10 ROOF DIAPHRAGM Max shear = 596.91 x 31 / (2 x 129.5) = 71.44 PLF Use: 15/32" apa rated unblock 32/16 w/8d common nails at 6", 6", 12" o.c. Chord force = 596.91 x 31^2 / (8 x 129.5) = 553.7 LBS Splice w/ min. (3) 16d sinker nails each side of splice at 8" o.c. (standard construction) SECOND FLOOR DIAPHRAGM Max shear = 589.66 x 31 / (2 x 129.5) = 70.58 PLF Use: 23/32" apa rated unblock w/10d common nails at 6", 6", 12" o.c. Chord force = 589.66 x 31^2 / (8 x 129.5) = 546.97 LBS Splice w/ min. (3) 16d sinker nails each side of splice at 8" o.c. (standard construction) FIRST FLOOR DIAPHRAGM Max shear = 449.2 x 31 / (2 x 129.5) = 53.77 PLF Use: 23/32" apa rated unblock w/10d common nails at 6", 6", 12" o.c. Chord force = 449.2 x 31^2 / (8 x 129.5) = 416.68 LBS Splice w/ min. (3) 16d sinker nails each side of splice at 8" o.c. (standard construction) 7 of 427 Dong Engineering Inc. 22 UNITS RESIDENCE, 30,582 SF GROSS BUILDING AREA 322 N.HARBOR BLVD, SANTA ANA, CA 92703 Job#: 240022 Date: 6/13/2024 PLAN: 1 CODE: CBC 2022 SECTION: 1Y Number of Story: 3 Section width: 129.5(ft)Section length: 67.5(ft) Base height: 15.5(ft)Slope roof height: 32.5(ft)Gable mean roof height: 32.5(ft) WIND PARAMETERS PER ASCE7-16, CHAPTER 27, MWFRS BUILDINGS OF ALL HEIGHTS: Wind speed = 110, Wind exposure = C, Wind importance factor Iw = 1 Coefficients: Kd = 0.85, Kzt = 1, G = 0.85, Gcpi = +/-0.18, omega = 1 B = 129.5(ft), L = 67.5(ft), H = 48(ft)-->L/B = 0.52, H/L = 0.71 Wall coefficient: Cpw = 0.8, Cpl = -0.5 Wind exposure = C-->anpha = 9.5, zg = 900 Kz = 2,01*(15/zg)^(2/anpha)qz = 0,00256*Kz*Kzt*Kd*V^2*Iw P = G(Cpw*qz+Cpl*qh) WIND LOAD: SEISMIC PARAMETERS PER ASCE7-16, CHAPTER 12.8, ELF PROCEDURE: Light frame wood-->Ry = 6.5, Site class :D, SDS = 2FaSs/3 =0.88, SD1 = 2FvS1/3 =0, Seismic design category: D, I = 1, 0.7*V = 0.7*SDS*I*W/Ry = 0.7*0.88*1*W/6.5 = 0.0948*W Total Seismic Load = 117.28 + 179.18 + 179.18 = 475.64 PLF Redistrib: 1237.5*29 + 1890.75*19 + 1890.75*9 = 88828.5 PLFxFT (z, Kz, qz, P): (48, 1.08, 28.55, 32.29); (44.5, 1.07, 28.1, 31.98); (40, 1.04, 27.48, 31.56) (34.5, 1.01, 26.63, 30.98); (30, 0.98, 25.86, 30.46); (24.5, 0.94, 24.78, 29.72); (20, 0.9, 23.75, 29.02) ROOF Roof = 15*61.5 = 922.5 PLF Wall = 15*2*4.5 + 10*4*4.5 = 315 PLF Shear = 0.0948(922.5+315) = 0.0948*1237.5 = 117.32 PLF SECOND FLOOR Floor = 20.5*61.5 = 1260.75 PLF Wall = 15*2*4.5 + 15*2*4.5 + 10*4*4.5 + 10*4*4.5 = 630 PLF Shear = 0.0948(1260.75+630) = 0.0948*1890.75 = 179.24 PLF FIRST FLOOR Floor = 20.5*61.5 = 1260.75 PLF Wall = 15*2*4.5 + 15*2*4.5 + 10*4*4.5 + 10*4*4.5 = 630 PLF Shear = 0.0948(1260.75+630) = 0.0948*1890.75 = 179.24 PLF Plate height: ROOF = 29(ft); SECOND FLOOR = 19(ft); FIRST FLOOR = 9(ft) SHEAR ROOF = 475.64*1237.5*29/88828.5 = 192.16 PLF SHEAR SECOND FLOOR = 475.64*1890.75*19/88828.5 = 192.36 PLF SHEAR FIRST FLOOR = 475.64*1890.75*9/88828.5 = 91.12 PLF SHEAR ROOF = 0.6*W = 213.76(plf) SHEAR SECOND FLOOR = 0.6*W = 187.79(plf) SHEAR FIRST FLOOR = 0.6*W = 180.76(plf) ROOF SECOND FLOOR FIRST FLOOR 213.76 PLF 192.36 PLF 180.76 PLF WIND GOVERN WIND GOVERN WIND GOVERN 8 of 427 Dong Engineering Inc. 22 UNITS RESIDENCE, 30,582 SF GROSS BUILDING AREA 322 N.HARBOR BLVD, SANTA ANA, CA 92703 Job#: 240022 Date: 6/13/2024 PLAN: 1 CODE: CBC 2022 SECTION: 1Y Number of Story: 3 Section width: 129.5(ft)Section length: 67.5(ft) Base height: 15.5(ft)Slope roof height: 32.5(ft)Gable mean roof height: 32.5(ft) Plate height: ROOF = 29(ft); SECOND FLOOR = 19(ft); FIRST FLOOR = 9(ft) DIAPHRAGM & CHORD FORCE PER ASCE07-16 SECTION 12.10 ROOF DIAPHRAGM Max shear = 274.51 x 36 / (2 x 67.5) = 73.2 PLF Use: 15/32" apa rated unblock 32/16 w/8d common nails at 6", 6", 12" o.c. Chord force = 274.51 x 36^2 / (8 x 67.5) = 658.82 LBS Splice w/ min. (4) 16d sinker nails each side of splice at 8" o.c. (standard construction) SECOND FLOOR DIAPHRAGM Max shear = 274.8 x 36 / (2 x 67.5) = 73.28 PLF Use: 23/32" apa rated unblock w/10d common nails at 6", 6", 12" o.c. Chord force = 274.8 x 36^2 / (8 x 67.5) = 659.52 LBS Splice w/ min. (4) 16d sinker nails each side of splice at 8" o.c. (standard construction) FIRST FLOOR DIAPHRAGM Max shear = 221.89 x 36 / (2 x 67.5) = 59.17 PLF Use: 23/32" apa rated unblock w/10d common nails at 6", 6", 12" o.c. Chord force = 221.89 x 36^2 / (8 x 67.5) = 532.54 LBS Splice w/ min. (3) 16d sinker nails each side of splice at 8" o.c. (standard construction) 9 of 427 Do ng E n g i n e e r i n g I n c . 22 U N I T S R E S I D E N C E , 3 0 , 5 8 2 S F G R O S S B U I L D I N G A R E A 32 2 N . H A R B O R B L V D , S A N T A A N A , C A 9 2 7 0 3 Jo b # : 2 4 0 0 2 2 Da t e : 6 / 1 3 / 2 0 2 4 PL A N : 1 CO D E : C B C 2 0 2 2 Ma x p a n e l d e f l e c t i o n : = 0 . 0 3 " | 4 * d * 1 . 4 = 0 . 1 9 " < 0 . 0 2 x 1 0 8 = 2 . 1 6 " 3. 0 0 5. 0 0 3. 2 5 4. 0 0 9. 5 0 5. 2 5 2. 5 0 7. 5 0 6. 0 0 3. 0 0 OV E R T U R N A N A L Y S I S Le f t S i d e Ho l d D o w n HD U 8 HD U 4 HD U 5 HD U 4 Po s t S i z e 4x 4 4x 4 4x 4 4x 4 Te n s i o n ( k i p s ) 6. 6 3. 6 4. 9 3. 2 Co m . ( k i p s ) 3. 7 3. 7 3. 9 4. 0 Ri g h t S i d e Ho l d D o w n HD U 2 HD U 4 HD U 2 HD U 4 Po s t S i z e 4x 4 4x 4 4x 4 4x 4 Te n s i o n ( k i p s ) 1. 6 3. 7 2. 3 3. 5 Co m . ( k i p s ) 3. 7 3. 7 3. 9 4. 0 An c h o r B o l t 5/ 8 " x 1 2 " [3 ] [2 ] [3 ] [4 ] sp a c e d e q u a l l y 4. 0 0 2. 0 0 P6 P5 P4 4. 0 0 P1 2. 0 0 P3 Dr a g F o r c e : A: S i m p s o n M S T A 3 0 ( 1 8 8 0 L B ) - A l t o n e r o w ( 9 ) # 1 6 e a . s i d e o f s p l i c e | B : S i m p s o n S T 6 2 2 4 ( 2 5 0 6 L B ) - A l t t w o r o w ( 6 ) # 1 6 e a . s i d e o f s p l i c e Fr a m i n g C l i p s S p a c i n g S e e S h e a r W a l l S c h e d u l e 9.00 ft LI N E 1 . 2 ( D i r e c t i o n : Y ) @ F I R S T F L O O R | W i n d : 1 0 4 8 3 l b s | S e i s m i c : 8 5 6 1 l b s | S h e a r P a n e l T y p e : D | ( þ = 1 ) To t a l L e n g t h = 6 1 f t | T o t a l S h e a r W a l l L e n g t h = 2 8 . 2 5 f t | S h e a r D i a p h r a g m = 2 2 8 p l f | D e s i g n S h e a r W a l l = 3 7 1 p l f ( W i n d ) / 3 0 3 p l f ( S e i s m i c ) Se i s m i c L o a d C o m b i n a t i o n : ( 1 . 0 + 0 . 1 4 S DS )D + H + F + 0 . 7 Q E ( C o m p r e s s i o n ) | L o a d C o m b i n a t i o n U s e : ( 0 . 6 - 0 . 1 4 S DS )D + H + 0 . 7 Q E ( T e n s i o n ) W i n d L o a d C o m b i n a t i o n : D + 0 . 7 5 L + 0 . 7 5 ( 0 . 6 W ) ( C o m p r e s s i o n ) | L o a d C o m b i n a t i o n U s e : 0 . 6 D + H + 0 . 6 W ( T e n s i o n ) Se i s m i c C a p a c i t y : P 1 ( 2 . 7 / 2 . 7 ) + P 2 ( 1 . 7 / 1 . 7 ) + P 3 ( 2 . 1 / 2 . 1 ) + P 4 ( 1 . 3 / 1 . 3 ) + P 5 ( 4 / 4 ) + P 6 ( 3 . 2 / 3 . 2 ) = 1 5 k i p s ( S e c t . 4 . 3 . 3 . 4 . 1 ) W i n d C a p a c i t y : P 1 ( 3 . 7 / 3 . 7 ) + P 2 ( 2 . 4 / 2 . 4 ) + P 3 ( 3 / 3 ) + P 4 ( 1 . 9 / 1 . 9 ) + P 5 ( 5 . 6 / 5 . 6 ) + P 6 ( 4 . 5 / 4 . 5 ) = 2 1 . 1 k i p s ( S e c t . 4 . 3 . 3 . 4 . 1 ) P2 18 9 8 -14 5 8 d = 8𝑣 ℎ3 𝐸 � � � � + 𝑣ℎ 10 0 0 � � 𝑎 + ℎ𝑏 ∆𝑎 10 of 427 Do ng E n g i n e e r i n g I n c . 22 U N I T S R E S I D E N C E , 3 0 , 5 8 2 S F G R O S S B U I L D I N G A R E A 32 2 N . H A R B O R B L V D , S A N T A A N A , C A 9 2 7 0 3 Jo b # : 2 4 0 0 2 2 Da t e : 6 / 1 3 / 2 0 2 4 PL A N : 1 CO D E : C B C 2 0 2 2 Ma x p a n e l d e f l e c t i o n : = 0 . 0 3 " | 4 * d * 1 . 4 = 0 . 1 7 " < 0 . 0 2 x 1 0 8 = 2 . 1 6 " 3. 0 0 5. 2 5 3. 7 5 4. 0 0 9. 0 0 5. 2 5 2. 5 0 7. 5 0 6. 0 0 3. 0 0 OV E R T U R N A N A L Y S I S Le f t S i d e Ho l d D o w n (2 ) C S 1 6 (2 ) C S 1 6 (2 ) C S 1 6 (1 ) C S 1 6 Po s t S i z e 2- 2 x 4 2- 2 x 4 2- 2 x 4 2x 4 Te n s i o n ( k i p s ) 2. 9 2. 1 1. 8 1. 3 Co m . ( k i p s ) 3. 1 3. 2 4. 2 4. 5 Ri g h t S i d e Ho l d D o w n (2 ) C S 1 6 (2 ) C S 1 6 (1 ) C S 1 6 (1 ) C S 1 6 Po s t S i z e 2- 2 x 4 2- 2 x 4 2x 4 2x 4 Te n s i o n ( k i p s ) 2. 2 2. 8 1. 6 1. 6 Co m . ( k i p s ) 3. 1 3. 2 4. 2 4. 5 4. 0 0 2. 0 0 P6 P5 P4 4. 0 0 P1 2. 0 0 P3 Dr a g F o r c e : A: S i m p s o n M S T A 3 0 ( 1 8 8 0 L B ) - A l t o n e r o w ( 9 ) # 1 6 e a . s i d e o f s p l i c e Fr a m i n g C l i p s S p a c i n g S e e S h e a r W a l l S c h e d u l e 9.00 ft LI N E 1 . 3 ( D i r e c t i o n : Y ) @ S E C O N D F L O O R | W i n d : 7 2 2 9 l b s | S e i s m i c : 6 9 2 1 l b s | S h e a r P a n e l T y p e : C | ( þ = 1 ) To t a l L e n g t h = 6 1 . 2 5 f t | T o t a l S h e a r W a l l L e n g t h = 2 9 f t | S h e a r D i a p h r a g m = 1 6 1 p l f | D e s i g n S h e a r W a l l = 2 4 9 p l f ( W i n d ) / 2 3 9 p l f ( S e i s m i c ) Se i s m i c L o a d C o m b i n a t i o n : ( 1 . 0 + 0 . 1 4 S DS )D + H + F + 0 . 7 Q E ( C o m p r e s s i o n ) | L o a d C o m b i n a t i o n U s e : ( 0 . 6 - 0 . 1 4 S DS )D + H + 0 . 7 Q E ( T e n s i o n ) W i n d L o a d C o m b i n a t i o n : D + 0 . 7 5 L + 0 . 7 5 ( 0 . 6 W ) ( C o m p r e s s i o n ) | L o a d C o m b i n a t i o n U s e : 0 . 6 D + H + 0 . 6 W ( T e n s i o n ) Se i s m i c C a p a c i t y : P 1 ( 2 . 2 / 2 . 2 ) + P 2 ( 1 . 5 / 1 . 5 ) + P 3 ( 1 . 6 / 1 . 6 ) + P 4 ( 1 / 1 ) + P 5 ( 3 . 1 / 3 . 1 ) + P 6 ( 2 . 5 / 2 . 5 ) = 1 1 . 9 k i p s ( S e c t . 4 . 3 . 3 . 4 . 1 ) W i n d C a p a c i t y : P 1 ( 3 / 3 ) + P 2 ( 2 . 2 / 2 . 2 ) + P 3 ( 2 . 3 / 2 . 3 ) + P 4 ( 1 . 4 / 1 . 4 ) + P 5 ( 4 . 3 / 4 . 3 ) + P 6 ( 3 . 4 / 3 . 4 ) = 1 6 . 6 k i p s ( S e c t . 4 . 3 . 3 . 4 . 1 ) P2 12 7 0 -10 3 1 d = 8𝑣 ℎ3 𝐸 � � � � + 𝑣ℎ 10 0 0 � � 𝑎 + ℎ𝑏 ∆𝑎 11 of 427 Do ng E n g i n e e r i n g I n c . 22 U N I T S R E S I D E N C E , 3 0 , 5 8 2 S F G R O S S B U I L D I N G A R E A 32 2 N . H A R B O R B L V D , S A N T A A N A , C A 9 2 7 0 3 Jo b # : 2 4 0 0 2 2 Da t e : 6 / 1 3 / 2 0 2 4 PL A N : 1 CO D E : C B C 2 0 2 2 Ma x p a n e l d e f l e c t i o n : = 0 . 0 2 " | 4 * d * 1 . 4 = 0 . 1 " < 0 . 0 2 x 1 0 8 = 2 . 1 6 " 3. 0 0 5. 2 5 3. 7 5 4. 0 0 9. 0 0 5. 2 5 2. 5 0 7. 5 0 6. 0 0 3. 0 0 OV E R T U R N A N A L Y S I S Le f t S i d e Ho l d D o w n (1 ) C S 1 6 (1 ) C S 1 6 No U p l i f t No U p l i f t Po s t S i z e 2x 4 2x 4 Te n s i o n ( k i p s ) 0. 8 0. 7 Co m . ( k i p s ) 2. 0 2. 0 Ri g h t S i d e Ho l d D o w n (1 ) C S 1 6 (1 ) C S 1 6 No U p l i f t No U p l i f t Po s t S i z e 2x 4 2x 4 Te n s i o n ( k i p s ) 0. 8 0. 7 Co m . ( k i p s ) 2. 0 2. 0 4. 0 0 2. 0 0 P6 P5 P4 4. 0 0 P1 2. 0 0 P3 Dr a g F o r c e : A: S i m p s o n M S T A 3 0 ( 1 8 8 0 L B ) - A l t o n e r o w ( 9 ) # 1 6 e a . s i d e o f s p l i c e Fr a m i n g C l i p s S p a c i n g S e e S h e a r W a l l S c h e d u l e 9.00 ft LI N E 1 . 4 ( D i r e c t i o n : Y ) @ T H I R D F L O O R | W i n d : 3 8 4 8 l b s | S e i s m i c : 3 4 5 9 l b s | S h e a r P a n e l T y p e : A | ( þ = 1 ) To t a l L e n g t h = 6 1 . 2 5 f t | T o t a l S h e a r W a l l L e n g t h = 2 9 f t | S h e a r D i a p h r a g m = 8 1 p l f | D e s i g n S h e a r W a l l = 1 3 3 p l f ( W i n d ) / 1 1 9 p l f ( S e i s m i c ) Se i s m i c L o a d C o m b i n a t i o n : ( 1 . 0 + 0 . 1 4 S DS )D + H + F + 0 . 7 Q E ( C o m p r e s s i o n ) | L o a d C o m b i n a t i o n U s e : ( 0 . 6 - 0 . 1 4 S DS )D + H + 0 . 7 Q E ( T e n s i o n ) W i n d L o a d C o m b i n a t i o n : D + 0 . 7 5 L + 0 . 7 5 ( 0 . 6 W ) ( C o m p r e s s i o n ) | L o a d C o m b i n a t i o n U s e : 0 . 6 D + H + 0 . 6 W ( T e n s i o n ) Se i s m i c C a p a c i t y : P 1 ( 1 . 2 / 1 . 2 ) + P 2 ( 0 . 8 / 0 . 8 ) + P 3 ( 0 . 9 / 0 . 9 ) + P 4 ( 0 . 6 / 0 . 6 ) + P 5 ( 1 . 6 / 1 . 6 ) + P 6 ( 1 . 3 / 1 . 3 ) = 6 . 4 k i p s ( S e c t . 4 . 3 . 3 . 4 . 1 ) W i n d C a p a c i t y : P 1 ( 1 . 6 / 1 . 6 ) + P 2 ( 1 . 2 / 1 . 2 ) + P 3 ( 1 . 2 / 1 . 2 ) + P 4 ( 0 . 8 / 0 . 8 ) + P 5 ( 2 . 3 / 2 . 3 ) + P 6 ( 1 . 8 / 1 . 8 ) = 8 . 9 k i p s ( S e c t . 4 . 3 . 3 . 4 . 1 ) P2 63 5 -51 5 d = 8𝑣 ℎ3 𝐸 � � � � + 𝑣ℎ 10 0 0 � � 𝑎 + ℎ𝑏 ∆𝑎 12 of 427 Do ng E n g i n e e r i n g I n c . 22 U N I T S R E S I D E N C E , 3 0 , 5 8 2 S F G R O S S B U I L D I N G A R E A 32 2 N . H A R B O R B L V D , S A N T A A N A , C A 9 2 7 0 3 Jo b # : 2 4 0 0 2 2 Da t e : 6 / 1 3 / 2 0 2 4 PL A N : 1 CO D E : C B C 2 0 2 2 Ma x p a n e l d e f l e c t i o n : = 0 . 1 1 " | 4 * d * 1 . 4 = 0 . 6 " < 0 . 0 2 x 1 0 8 = 2 . 1 6 " 20 . 0 0 4. 5 0 5. 2 5 6. 5 0 24 . 0 0 6. 0 0 OV E R T U R N A N A L Y S I S Le f t S i d e Ho l d D o w n HD U 4 HD U 4 Po s t S i z e 4x 4 4x 4 Te n s i o n ( k i p s ) 4. 2 4. 0 Co m . ( k i p s ) 3. 6 3. 8 Ri g h t S i d e Ho l d D o w n HD U 4 HD U 4 Po s t S i z e 4x 4 4x 4 Te n s i o n ( k i p s ) 4. 2 4. 0 Co m . ( k i p s ) 3. 6 3. 8 An c h o r B o l t 5/ 8 " x 1 2 " [7 ] [8 ] sp a c e d e q u a l l y Dr a g F o r c e : A: S i m p s o n M S T A 3 0 ( 1 8 8 0 L B ) - A l t o n e r o w ( 9 ) # 1 6 e a . s i d e o f s p l i c e | B : S i m p s o n S T 6 2 2 4 ( 2 5 0 6 L B ) - A l t t w o r o w ( 6 ) # 1 6 e a . s i d e o f s p l i c e C: S i m p s o n M S T 4 8 ( 3 7 6 0 L B ) - A l t t w o r o w ( 9 ) # 1 6 E a . s i d e o f s p l i c e Fr a m i n g C l i p s S p a c i n g S e e S h e a r W a l l S c h e d u l e 9.00 ft LI N E 2 . 2 ( D i r e c t i o n : Y ) @ F I R S T F L O O R | W i n d : 1 5 1 4 1 l b s | S e i s m i c : 1 2 3 6 6 l b s | S h e a r P a n e l T y p e : B | ( þ = 1 ) To t a l L e n g t h = 6 6 . 2 5 f t | T o t a l S h e a r W a l l L e n g t h = 4 4 f t | S h e a r D i a p h r a g m = 3 0 3 p l f | D e s i g n S h e a r W a l l = 3 4 4 p l f ( W i n d ) / 2 8 1 p l f ( S e i s m i c ) Se i s m i c L o a d C o m b i n a t i o n : ( 1 . 0 + 0 . 1 4 S DS )D + H + F + 0 . 7 Q E ( C o m p r e s s i o n ) | L o a d C o m b i n a t i o n U s e : ( 0 . 6 - 0 . 1 4 S DS )D + H + 0 . 7 Q E ( T e n s i o n ) W i n d L o a d C o m b i n a t i o n : D + 0 . 7 5 L + 0 . 7 5 ( 0 . 6 W ) ( C o m p r e s s i o n ) | L o a d C o m b i n a t i o n U s e : 0 . 6 D + H + 0 . 6 W ( T e n s i o n ) Se i s m i c C a p a c i t y : P 1 ( 6 . 4 / 6 . 4 ) + P 2 ( 7 . 7 / 7 . 7 ) = 1 4 . 1 k i p s ( S e c t . 4 . 3 . 3 . 4 . 1 ) W i n d C a p a c i t y : P 1 ( 8 . 9 / 8 . 9 ) + P 2 ( 1 0 . 7 / 1 0 . 7 ) = 1 9 . 6 k i p s ( S e c t . 4 . 3 . 3 . 4 . 1 ) P1 P2 18 5 7 -30 6 1 d = 8𝑣 ℎ3 𝐸 � � � � + 𝑣ℎ 10 0 0 � � 𝑎 + ℎ𝑏 ∆𝑎 13 of 427 Do ng E n g i n e e r i n g I n c . 22 U N I T S R E S I D E N C E , 3 0 , 5 8 2 S F G R O S S B U I L D I N G A R E A 32 2 N . H A R B O R B L V D , S A N T A A N A , C A 9 2 7 0 3 Jo b # : 2 4 0 0 2 2 Da t e : 6 / 1 3 / 2 0 2 4 PL A N : 1 CO D E : C B C 2 0 2 2 Ma x p a n e l d e f l e c t i o n : = 0 . 0 4 " | 4 * d * 1 . 4 = 0 . 2 3 " < 0 . 0 2 x 1 0 8 = 2 . 1 6 " 20 . 0 0 4. 5 0 5. 2 5 6. 5 0 24 . 0 0 6. 0 0 OV E R T U R N A N A L Y S I S Le f t S i d e Ho l d D o w n (1 ) C S 1 6 (1 ) C S 1 6 Po s t S i z e 2x 4 2x 4 Te n s i o n ( k i p s ) 1. 7 1. 6 Co m . ( k i p s ) 3. 1 3. 3 Ri g h t S i d e Ho l d D o w n (1 ) C S 1 6 (1 ) C S 1 6 Po s t S i z e 2x 4 2x 4 Te n s i o n ( k i p s ) 1. 7 1. 6 Co m . ( k i p s ) 3. 1 3. 3 Dr a g F o r c e : A: S i m p s o n M S T A 3 0 ( 1 8 8 0 L B ) - A l t o n e r o w ( 9 ) # 1 6 e a . s i d e o f s p l i c e | B : S i m p s o n S T 6 2 2 4 ( 2 5 0 6 L B ) - A l t t w o r o w ( 6 ) # 1 6 e a . s i d e o f s p l i c e Fr a m i n g C l i p s S p a c i n g S e e S h e a r W a l l S c h e d u l e 9.00 ft LI N E 2 . 3 ( D i r e c t i o n : Y ) @ S E C O N D F L O O R | W i n d : 1 0 4 4 1 l b s | S e i s m i c : 9 9 9 7 l b s | S h e a r P a n e l T y p e : B | ( þ = 1 ) To t a l L e n g t h = 6 6 . 2 5 f t | T o t a l S h e a r W a l l L e n g t h = 4 4 f t | S h e a r D i a p h r a g m = 2 1 6 p l f | D e s i g n S h e a r W a l l = 2 3 7 p l f ( W i n d ) / 2 2 7 p l f ( S e i s m i c ) Se i s m i c L o a d C o m b i n a t i o n : ( 1 . 0 + 0 . 1 4 S DS )D + H + F + 0 . 7 Q E ( C o m p r e s s i o n ) | L o a d C o m b i n a t i o n U s e : ( 0 . 6 - 0 . 1 4 S DS )D + H + 0 . 7 Q E ( T e n s i o n ) W i n d L o a d C o m b i n a t i o n : D + 0 . 7 5 L + 0 . 7 5 ( 0 . 6 W ) ( C o m p r e s s i o n ) | L o a d C o m b i n a t i o n U s e : 0 . 6 D + H + 0 . 6 W ( T e n s i o n ) Se i s m i c C a p a c i t y : P 1 ( 6 . 4 / 6 . 4 ) + P 2 ( 7 . 7 / 7 . 7 ) = 1 4 . 1 k i p s ( S e c t . 4 . 3 . 3 . 4 . 1 ) W i n d C a p a c i t y : P 1 ( 8 . 9 / 8 . 9 ) + P 2 ( 1 0 . 7 / 1 0 . 7 ) = 1 9 . 6 k i p s ( S e c t . 4 . 3 . 3 . 4 . 1 ) P1 P2 13 2 3 -21 8 0 d = 8𝑣 ℎ3 𝐸 � � � � + 𝑣ℎ 10 0 0 � � 𝑎 + ℎ𝑏 ∆𝑎 14 of 427 Do ng E n g i n e e r i n g I n c . 22 U N I T S R E S I D E N C E , 3 0 , 5 8 2 S F G R O S S B U I L D I N G A R E A 32 2 N . H A R B O R B L V D , S A N T A A N A , C A 9 2 7 0 3 Jo b # : 2 4 0 0 2 2 Da t e : 6 / 1 3 / 2 0 2 4 PL A N : 1 CO D E : C B C 2 0 2 2 Ma x p a n e l d e f l e c t i o n : = 0 . 0 2 " | 4 * d * 1 . 4 = 0 . 1 " < 0 . 0 2 x 1 0 8 = 2 . 1 6 " 20 . 0 0 4. 5 0 5. 2 5 10 . 5 0 20 . 0 0 6. 0 0 OV E R T U R N A N A L Y S I S Le f t S i d e Ho l d D o w n No U p l i f t No U p l i f t Po s t S i z e Te n s i o n ( k i p s ) Co m . ( k i p s ) Ri g h t S i d e Ho l d D o w n No U p l i f t No U p l i f t Po s t S i z e Te n s i o n ( k i p s ) Co m . ( k i p s ) Dr a g F o r c e : A: S i m p s o n M S T A 3 0 ( 1 8 8 0 L B ) - A l t o n e r o w ( 9 ) # 1 6 e a . s i d e o f s p l i c e Fr a m i n g C l i p s S p a c i n g S e e S h e a r W a l l S c h e d u l e 9.00 ft LI N E 2 . 4 ( D i r e c t i o n : Y ) @ T H I R D F L O O R | W i n d : 5 5 5 8 l b s | S e i s m i c : 4 9 9 6 l b s | S h e a r P a n e l T y p e : A | ( þ = 1 ) To t a l L e n g t h = 6 6 . 2 5 f t | T o t a l S h e a r W a l l L e n g t h = 4 0 f t | S h e a r D i a p h r a g m = 1 0 8 p l f | D e s i g n S h e a r W a l l = 1 3 9 p l f ( W i n d ) / 1 2 5 p l f ( S e i s m i c ) Se i s m i c L o a d C o m b i n a t i o n : ( 1 . 0 + 0 . 1 4 S DS )D + H + F + 0 . 7 Q E ( C o m p r e s s i o n ) | L o a d C o m b i n a t i o n U s e : ( 0 . 6 - 0 . 1 4 S DS )D + H + 0 . 7 Q E ( T e n s i o n ) W i n d L o a d C o m b i n a t i o n : D + 0 . 7 5 L + 0 . 7 5 ( 0 . 6 W ) ( C o m p r e s s i o n ) | L o a d C o m b i n a t i o n U s e : 0 . 6 D + H + 0 . 6 W ( T e n s i o n ) Se i s m i c C a p a c i t y : P 1 ( 4 . 4 / 4 . 4 ) + P 2 ( 4 . 4 / 4 . 4 ) = 8 . 8 k i p s ( S e c t . 4 . 3 . 3 . 4 . 1 ) W i n d C a p a c i t y : P 1 ( 6 . 1 / 6 . 1 ) + P 2 ( 6 . 1 / 6 . 1 ) = 1 2 . 2 k i p s ( S e c t . 4 . 3 . 3 . 4 . 1 ) P1 P2 76 8 -14 1 4 d = 8𝑣 ℎ3 𝐸 � � � � + 𝑣ℎ 10 0 0 � � 𝑎 + ℎ𝑏 ∆𝑎 15 of 427 Do ng E n g i n e e r i n g I n c . 22 U N I T S R E S I D E N C E , 3 0 , 5 8 2 S F G R O S S B U I L D I N G A R E A 32 2 N . H A R B O R B L V D , S A N T A A N A , C A 9 2 7 0 3 Jo b # : 2 4 0 0 2 2 Da t e : 6 / 1 3 / 2 0 2 4 PL A N : 1 CO D E : C B C 2 0 2 2 Ma x p a n e l d e f l e c t i o n : = 0 . 0 9 " | 4 * d * 1 . 4 = 0 . 4 8 " < 0 . 0 2 x 1 0 8 = 2 . 1 6 " 7. 7 5 20 . 0 0 11 . 5 0 20 . 0 0 OV E R T U R N A N A L Y S I S Le f t S i d e Ho l d D o w n HD U 4 HD U 4 Po s t S i z e 4x 4 4x 4 Te n s i o n ( k i p s ) 3. 4 3. 5 Co m . ( k i p s ) 3. 2 3. 2 Ri g h t S i d e Ho l d D o w n HD U 4 HD U 4 Po s t S i z e 4x 4 4x 4 Te n s i o n ( k i p s ) 3. 4 3. 5 Co m . ( k i p s ) 3. 2 3. 2 An c h o r B o l t 5/ 8 " x 1 2 " [6 ] [6 ] sp a c e d e q u a l l y P1 Dr a g F o r c e : A: S i m p s o n M S T A 3 0 ( 1 8 8 0 L B ) - A l t o n e r o w ( 9 ) # 1 6 e a . s i d e o f s p l i c e | B : S i m p s o n S T 6 2 2 4 ( 2 5 0 6 L B ) - A l t t w o r o w ( 6 ) # 1 6 e a . s i d e o f s p l i c e Fr a m i n g C l i p s S p a c i n g S e e S h e a r W a l l S c h e d u l e 9.00 ft LI N E 3 . 2 ( D i r e c t i o n : Y ) @ F I R S T F L O O R | W i n d : 1 1 6 4 8 l b s | S e i s m i c : 9 5 1 2 l b s | S h e a r P a n e l T y p e : B | ( þ = 1 ) To t a l L e n g t h = 5 9 . 2 5 f t | T o t a l S h e a r W a l l L e n g t h = 4 0 f t | S h e a r D i a p h r a g m = 2 6 0 p l f | D e s i g n S h e a r W a l l = 2 9 1 p l f ( W i n d ) / 2 3 8 p l f ( S e i s m i c ) Se i s m i c L o a d C o m b i n a t i o n : ( 1 . 0 + 0 . 1 4 S DS )D + H + F + 0 . 7 Q E ( C o m p r e s s i o n ) | L o a d C o m b i n a t i o n U s e : ( 0 . 6 - 0 . 1 4 S DS )D + H + 0 . 7 Q E ( T e n s i o n ) W i n d L o a d C o m b i n a t i o n : D + 0 . 7 5 L + 0 . 7 5 ( 0 . 6 W ) ( C o m p r e s s i o n ) | L o a d C o m b i n a t i o n U s e : 0 . 6 D + H + 0 . 6 W ( T e n s i o n ) Se i s m i c C a p a c i t y : P 1 ( 6 . 4 / 6 . 4 ) + P 2 ( 6 . 4 / 6 . 4 ) = 1 2 . 8 k i p s ( S e c t . 4 . 3 . 3 . 4 . 1 ) W i n d C a p a c i t y : P 1 ( 8 . 9 / 8 . 9 ) + P 2 ( 8 . 9 / 8 . 9 ) = 1 7 . 8 k i p s ( S e c t . 4 . 3 . 3 . 4 . 1 ) P2 25 0 6 -48 8 d = 8𝑣 ℎ3 𝐸 � � � � + 𝑣ℎ 10 0 0 � � 𝑎 + ℎ𝑏 ∆𝑎 16 of 427 Do ng E n g i n e e r i n g I n c . 22 U N I T S R E S I D E N C E , 3 0 , 5 8 2 S F G R O S S B U I L D I N G A R E A 32 2 N . H A R B O R B L V D , S A N T A A N A , C A 9 2 7 0 3 Jo b # : 2 4 0 0 2 2 Da t e : 6 / 1 3 / 2 0 2 4 PL A N : 1 CO D E : C B C 2 0 2 2 Ma x p a n e l d e f l e c t i o n : = 0 . 0 4 " | 4 * d * 1 . 4 = 0 . 2 3 " < 0 . 0 2 x 1 0 8 = 2 . 1 6 " 7. 7 5 20 . 0 0 11 . 5 0 20 . 0 0 OV E R T U R N A N A L Y S I S Le f t S i d e Ho l d D o w n (1 ) C S 1 6 (1 ) C S 1 6 Po s t S i z e 2x 4 2x 4 Te n s i o n ( k i p s ) 1. 3 1. 5 Co m . ( k i p s ) 2. 8 2. 8 Ri g h t S i d e Ho l d D o w n (1 ) C S 1 6 (1 ) C S 1 6 Po s t S i z e 2x 4 2x 4 Te n s i o n ( k i p s ) 1. 3 1. 5 Co m . ( k i p s ) 2. 8 2. 8 P1 Dr a g F o r c e : A: S i m p s o n M S T A 3 0 ( 1 8 8 0 L B ) - A l t o n e r o w ( 9 ) # 1 6 e a . s i d e o f s p l i c e Fr a m i n g C l i p s S p a c i n g S e e S h e a r W a l l S c h e d u l e 9.00 ft LI N E 3 . 3 ( D i r e c t i o n : Y ) @ S E C O N D F L O O R | W i n d : 8 0 3 2 l b s | S e i s m i c : 7 6 9 0 l b s | S h e a r P a n e l T y p e : A | ( þ = 1 ) To t a l L e n g t h = 5 9 . 2 5 f t | T o t a l S h e a r W a l l L e n g t h = 4 0 f t | S h e a r D i a p h r a g m = 1 8 5 p l f | D e s i g n S h e a r W a l l = 2 0 1 p l f ( W i n d ) / 1 9 2 p l f ( S e i s m i c ) Se i s m i c L o a d C o m b i n a t i o n : ( 1 . 0 + 0 . 1 4 S DS )D + H + F + 0 . 7 Q E ( C o m p r e s s i o n ) | L o a d C o m b i n a t i o n U s e : ( 0 . 6 - 0 . 1 4 S DS )D + H + 0 . 7 Q E ( T e n s i o n ) W i n d L o a d C o m b i n a t i o n : D + 0 . 7 5 L + 0 . 7 5 ( 0 . 6 W ) ( C o m p r e s s i o n ) | L o a d C o m b i n a t i o n U s e : 0 . 6 D + H + 0 . 6 W ( T e n s i o n ) Se i s m i c C a p a c i t y : P 1 ( 4 . 4 / 4 . 4 ) + P 2 ( 4 . 4 / 4 . 4 ) = 8 . 8 k i p s ( S e c t . 4 . 3 . 3 . 4 . 1 ) W i n d C a p a c i t y : P 1 ( 6 . 1 / 6 . 1 ) + P 2 ( 6 . 1 / 6 . 1 ) = 1 2 . 2 k i p s ( S e c t . 4 . 3 . 3 . 4 . 1 ) P2 17 8 5 -34 8 d = 8𝑣 ℎ3 𝐸 � � � � + 𝑣ℎ 10 0 0 � � 𝑎 + ℎ𝑏 ∆𝑎 17 of 427 Do ng E n g i n e e r i n g I n c . 22 U N I T S R E S I D E N C E , 3 0 , 5 8 2 S F G R O S S B U I L D I N G A R E A 32 2 N . H A R B O R B L V D , S A N T A A N A , C A 9 2 7 0 3 Jo b # : 2 4 0 0 2 2 Da t e : 6 / 1 3 / 2 0 2 4 PL A N : 1 CO D E : C B C 2 0 2 2 Ma x p a n e l d e f l e c t i o n : = 0 . 0 2 " | 4 * d * 1 . 4 = 0 . 0 9 " < 0 . 0 2 x 1 0 8 = 2 . 1 6 " 7. 7 5 20 . 0 0 17 . 0 0 13 . 5 0 OV E R T U R N A N A L Y S I S Le f t S i d e Ho l d D o w n No U p l i f t No U p l i f t Po s t S i z e Te n s i o n ( k i p s ) Co m . ( k i p s ) Ri g h t S i d e Ho l d D o w n No U p l i f t No U p l i f t Po s t S i z e Te n s i o n ( k i p s ) Co m . ( k i p s ) P1 Dr a g F o r c e : A: S i m p s o n M S T A 3 0 ( 1 8 8 0 L B ) - A l t o n e r o w ( 9 ) # 1 6 e a . s i d e o f s p l i c e Fr a m i n g C l i p s S p a c i n g S e e S h e a r W a l l S c h e d u l e 9.00 ft LI N E 3 . 4 ( D i r e c t i o n : Y ) @ T H I R D F L O O R | W i n d : 4 2 7 6 l b s | S e i s m i c : 3 8 4 3 l b s | S h e a r P a n e l T y p e : A | ( þ = 1 ) To t a l L e n g t h = 5 8 . 2 5 f t | T o t a l S h e a r W a l l L e n g t h = 3 3 . 5 f t | S h e a r D i a p h r a g m = 9 4 p l f | D e s i g n S h e a r W a l l = 1 2 8 p l f ( W i n d ) / 1 1 5 p l f ( S e i s m i c ) Se i s m i c L o a d C o m b i n a t i o n : ( 1 . 0 + 0 . 1 4 S DS )D + H + F + 0 . 7 Q E ( C o m p r e s s i o n ) | L o a d C o m b i n a t i o n U s e : ( 0 . 6 - 0 . 1 4 S DS )D + H + 0 . 7 Q E ( T e n s i o n ) W i n d L o a d C o m b i n a t i o n : D + 0 . 7 5 L + 0 . 7 5 ( 0 . 6 W ) ( C o m p r e s s i o n ) | L o a d C o m b i n a t i o n U s e : 0 . 6 D + H + 0 . 6 W ( T e n s i o n ) Se i s m i c C a p a c i t y : P 1 ( 4 . 4 / 4 . 4 ) + P 2 ( 3 / 3 ) = 7 . 4 k i p s ( S e c t . 4 . 3 . 3 . 4 . 1 ) W i n d C a p a c i t y : P 1 ( 6 . 1 / 6 . 1 ) + P 2 ( 4 . 1 / 4 . 1 ) = 1 0 . 2 k i p s ( S e c t . 4 . 3 . 3 . 4 . 1 ) P2 94 0 -66 2 d = 8𝑣 ℎ3 𝐸 � � � � + 𝑣ℎ 10 0 0 � � 𝑎 + ℎ𝑏 ∆𝑎 18 of 427 Do ng E n g i n e e r i n g I n c . 22 U N I T S R E S I D E N C E , 3 0 , 5 8 2 S F G R O S S B U I L D I N G A R E A 32 2 N . H A R B O R B L V D , S A N T A A N A , C A 9 2 7 0 3 Jo b # : 2 4 0 0 2 2 Da t e : 6 / 1 3 / 2 0 2 4 PL A N : 1 CO D E : C B C 2 0 2 2 Ma x p a n e l d e f l e c t i o n : = 0 . 1 " | 4 * d * 1 . 4 = 0 . 5 6 " < 0 . 0 2 x 1 0 8 = 2 . 1 6 " 4. 0 0 20 . 0 0 6. 5 0 5. 2 5 11 . 5 0 20 . 0 0 OV E R T U R N A N A L Y S I S Le f t S i d e Ho l d D o w n HD U 4 HD U 4 Po s t S i z e 4x 4 4x 4 Te n s i o n ( k i p s ) 3. 9 3. 9 Co m . ( k i p s ) 3. 5 3. 5 Ri g h t S i d e Ho l d D o w n HD U 4 HD U 4 Po s t S i z e 4x 4 4x 4 Te n s i o n ( k i p s ) 3. 9 3. 9 Co m . ( k i p s ) 3. 5 3. 5 An c h o r B o l t 5/ 8 " x 1 2 " [7 ] [7 ] sp a c e d e q u a l l y P1 P2 Dr a g F o r c e : A: S i m p s o n M S T A 3 0 ( 1 8 8 0 L B ) - A l t o n e r o w ( 9 ) # 1 6 e a . s i d e o f s p l i c e | B : S i m p s o n S T 6 2 2 4 ( 2 5 0 6 L B ) - A l t t w o r o w ( 6 ) # 1 6 e a . s i d e o f s p l i c e C: S i m p s o n M S T 4 8 ( 3 7 6 0 L B ) - A l t t w o r o w ( 9 ) # 1 6 E a . s i d e o f s p l i c e Fr a m i n g C l i p s S p a c i n g S e e S h e a r W a l l S c h e d u l e 9.00 ft LI N E 4 . 2 ( D i r e c t i o n : Y ) @ F I R S T F L O O R | W i n d : 1 2 9 5 8 l b s | S e i s m i c : 1 0 5 8 3 l b s | S h e a r P a n e l T y p e : B | ( þ = 1 ) To t a l L e n g t h = 6 7 . 2 5 f t | T o t a l S h e a r W a l l L e n g t h = 4 0 f t | S h e a r D i a p h r a g m = 2 5 5 p l f | D e s i g n S h e a r W a l l = 3 2 4 p l f ( W i n d ) / 2 6 5 p l f ( S e i s m i c ) Se i s m i c L o a d C o m b i n a t i o n : ( 1 . 0 + 0 . 1 4 S DS )D + H + F + 0 . 7 Q E ( C o m p r e s s i o n ) | L o a d C o m b i n a t i o n U s e : ( 0 . 6 - 0 . 1 4 S DS )D + H + 0 . 7 Q E ( T e n s i o n ) W i n d L o a d C o m b i n a t i o n : D + 0 . 7 5 L + 0 . 7 5 ( 0 . 6 W ) ( C o m p r e s s i o n ) | L o a d C o m b i n a t i o n U s e : 0 . 6 D + H + 0 . 6 W ( T e n s i o n ) Se i s m i c C a p a c i t y : P 1 ( 6 . 4 / 6 . 4 ) + P 2 ( 6 . 4 / 6 . 4 ) = 1 2 . 8 k i p s ( S e c t . 4 . 3 . 3 . 4 . 1 ) W i n d C a p a c i t y : P 1 ( 8 . 9 / 8 . 9 ) + P 2 ( 8 . 9 / 8 . 9 ) = 1 7 . 8 k i p s ( S e c t . 4 . 3 . 3 . 4 . 1 ) 34 7 7 -24 5 6 d = 8𝑣 ℎ3 𝐸 � � � � + 𝑣ℎ 10 0 0 � � 𝑎 + ℎ𝑏 ∆𝑎 19 of 427 Do ng E n g i n e e r i n g I n c . 22 U N I T S R E S I D E N C E , 3 0 , 5 8 2 S F G R O S S B U I L D I N G A R E A 32 2 N . H A R B O R B L V D , S A N T A A N A , C A 9 2 7 0 3 Jo b # : 2 4 0 0 2 2 Da t e : 6 / 1 3 / 2 0 2 4 PL A N : 1 CO D E : C B C 2 0 2 2 Ma x p a n e l d e f l e c t i o n : = 0 . 0 5 " | 4 * d * 1 . 4 = 0 . 2 7 " < 0 . 0 2 x 1 0 8 = 2 . 1 6 " 4. 0 0 20 . 0 0 6. 5 0 5. 2 5 11 . 5 0 20 . 0 0 OV E R T U R N A N A L Y S I S Le f t S i d e Ho l d D o w n (1 ) C S 1 6 (1 ) C S 1 6 Po s t S i z e 2x 4 2x 4 Te n s i o n ( k i p s ) 1. 5 1. 5 Co m . ( k i p s ) 3. 0 3. 0 Ri g h t S i d e Ho l d D o w n (1 ) C S 1 6 (1 ) C S 1 6 Po s t S i z e 2x 4 2x 4 Te n s i o n ( k i p s ) 1. 5 1. 5 Co m . ( k i p s ) 3. 0 3. 0 P1 P2 Dr a g F o r c e : A: S i m p s o n M S T A 3 0 ( 1 8 8 0 L B ) - A l t o n e r o w ( 9 ) # 1 6 e a . s i d e o f s p l i c e | B : S i m p s o n S T 6 2 2 4 ( 2 5 0 6 L B ) - A l t t w o r o w ( 6 ) # 1 6 e a . s i d e o f s p l i c e Fr a m i n g C l i p s S p a c i n g S e e S h e a r W a l l S c h e d u l e 9.00 ft LI N E 4 . 3 ( D i r e c t i o n : Y ) @ S E C O N D F L O O R | W i n d : 8 9 3 6 l b s | S e i s m i c : 8 5 5 6 l b s | S h e a r P a n e l T y p e : A | ( þ = 1 ) To t a l L e n g t h = 6 7 . 2 5 f t | T o t a l S h e a r W a l l L e n g t h = 4 0 f t | S h e a r D i a p h r a g m = 1 8 2 p l f | D e s i g n S h e a r W a l l = 2 2 3 p l f ( W i n d ) / 2 1 4 p l f ( S e i s m i c ) Se i s m i c L o a d C o m b i n a t i o n : ( 1 . 0 + 0 . 1 4 S DS )D + H + F + 0 . 7 Q E ( C o m p r e s s i o n ) | L o a d C o m b i n a t i o n U s e : ( 0 . 6 - 0 . 1 4 S DS )D + H + 0 . 7 Q E ( T e n s i o n ) W i n d L o a d C o m b i n a t i o n : D + 0 . 7 5 L + 0 . 7 5 ( 0 . 6 W ) ( C o m p r e s s i o n ) | L o a d C o m b i n a t i o n U s e : 0 . 6 D + H + 0 . 6 W ( T e n s i o n ) Se i s m i c C a p a c i t y : P 1 ( 4 . 4 / 4 . 4 ) + P 2 ( 4 . 4 / 4 . 4 ) = 8 . 8 k i p s ( S e c t . 4 . 3 . 3 . 4 . 1 ) W i n d C a p a c i t y : P 1 ( 6 . 1 / 6 . 1 ) + P 2 ( 6 . 1 / 6 . 1 ) = 1 2 . 2 k i p s ( S e c t . 4 . 3 . 3 . 4 . 1 ) 24 7 6 -17 4 9 d = 8𝑣 ℎ3 𝐸 � � � � + 𝑣ℎ 10 0 0 � � 𝑎 + ℎ𝑏 ∆𝑎 20 of 427 Do ng E n g i n e e r i n g I n c . 22 U N I T S R E S I D E N C E , 3 0 , 5 8 2 S F G R O S S B U I L D I N G A R E A 32 2 N . H A R B O R B L V D , S A N T A A N A , C A 9 2 7 0 3 Jo b # : 2 4 0 0 2 2 Da t e : 6 / 1 3 / 2 0 2 4 PL A N : 1 CO D E : C B C 2 0 2 2 Ma x p a n e l d e f l e c t i o n : = 0 . 0 2 " | 4 * d * 1 . 4 = 0 . 0 9 " < 0 . 0 2 x 1 0 8 = 2 . 1 6 " 4. 0 0 20 . 0 0 6. 5 0 5. 2 5 13 . 0 0 17 . 5 0 OV E R T U R N A N A L Y S I S Le f t S i d e Ho l d D o w n No U p l i f t No U p l i f t Po s t S i z e Te n s i o n ( k i p s ) Co m . ( k i p s ) Ri g h t S i d e Ho l d D o w n No U p l i f t No U p l i f t Po s t S i z e Te n s i o n ( k i p s ) Co m . ( k i p s ) P1 P2 Dr a g F o r c e : A: S i m p s o n M S T A 3 0 ( 1 8 8 0 L B ) - A l t o n e r o w ( 9 ) # 1 6 e a . s i d e o f s p l i c e Fr a m i n g C l i p s S p a c i n g S e e S h e a r W a l l S c h e d u l e 9.00 ft LI N E 4 . 4 ( D i r e c t i o n : Y ) @ T H I R D F L O O R | W i n d : 4 7 5 7 l b s | S e i s m i c : 4 2 7 6 l b s | S h e a r P a n e l T y p e : A | ( þ = 1 ) To t a l L e n g t h = 6 6 . 2 5 f t | T o t a l S h e a r W a l l L e n g t h = 3 7 . 5 f t | S h e a r D i a p h r a g m = 9 2 p l f | D e s i g n S h e a r W a l l = 1 2 7 p l f ( W i n d ) / 1 1 4 p l f ( S e i s m i c ) Se i s m i c L o a d C o m b i n a t i o n : ( 1 . 0 + 0 . 1 4 S DS )D + H + F + 0 . 7 Q E ( C o m p r e s s i o n ) | L o a d C o m b i n a t i o n U s e : ( 0 . 6 - 0 . 1 4 S DS )D + H + 0 . 7 Q E ( T e n s i o n ) W i n d L o a d C o m b i n a t i o n : D + 0 . 7 5 L + 0 . 7 5 ( 0 . 6 W ) ( C o m p r e s s i o n ) | L o a d C o m b i n a t i o n U s e : 0 . 6 D + H + 0 . 6 W ( T e n s i o n ) Se i s m i c C a p a c i t y : P 1 ( 4 . 4 / 4 . 4 ) + P 2 ( 3 . 8 / 3 . 8 ) = 8 . 2 k i p s ( S e c t . 4 . 3 . 3 . 4 . 1 ) W i n d C a p a c i t y : P 1 ( 6 . 1 / 6 . 1 ) + P 2 ( 5 . 4 / 5 . 4 ) = 1 1 . 5 k i p s ( S e c t . 4 . 3 . 3 . 4 . 1 ) 12 3 7 -10 4 5 d = 8𝑣 ℎ3 𝐸 � � � � + 𝑣ℎ 10 0 0 � � 𝑎 + ℎ𝑏 ∆𝑎 21 of 427 Do ng E n g i n e e r i n g I n c . 22 U N I T S R E S I D E N C E , 3 0 , 5 8 2 S F G R O S S B U I L D I N G A R E A 32 2 N . H A R B O R B L V D , S A N T A A N A , C A 9 2 7 0 3 Jo b # : 2 4 0 0 2 2 Da t e : 6 / 1 3 / 2 0 2 4 PL A N : 1 CO D E : C B C 2 0 2 2 Ma x p a n e l d e f l e c t i o n : = 0 . 0 7 " | 4 * d * 1 . 4 = 0 . 4 " < 0 . 0 2 x 1 0 8 = 2 . 1 6 " Dr a g L o a d I n c r e a s e d 2 5 % P e r A S C E 7 - 1 6 S e c t i o n 1 2 . 3 . 4 1. 0 0 20 . 0 0 5. 7 5 24 . 0 0 OV E R T U R N A N A L Y S I S Le f t S i d e Ho l d D o w n HD U 2 HD U 2 Po s t S i z e 4x 4 4x 4 Te n s i o n ( k i p s ) 2. 2 2. 0 Co m . ( k i p s ) 3. 2 3. 4 Ri g h t S i d e Ho l d D o w n HD U 2 HD U 2 Po s t S i z e 4x 4 4x 4 Te n s i o n ( k i p s ) 2. 2 2. 0 Co m . ( k i p s ) 3. 2 3. 4 An c h o r B o l t 5/ 8 " x 1 2 " [6 ] [7 ] sp a c e d e q u a l l y P1 Dr a g F o r c e : A: S i m p s o n M S T A 3 0 ( 1 8 8 0 L B ) - A l t o n e r o w ( 9 ) # 1 6 e a . s i d e o f s p l i c e Fr a m i n g C l i p s S p a c i n g S e e S h e a r W a l l S c h e d u l e 9.00 ft LI N E 5 . 2 ( D i r e c t i o n : Y ) @ F I R S T F L O O R | W i n d : 1 2 9 5 8 l b s | S e i s m i c : 1 0 5 8 3 l b s | S h e a r P a n e l T y p e : B | ( þ = 1 ) To t a l L e n g t h = 5 0 . 7 5 f t | T o t a l S h e a r W a l l L e n g t h = 4 4 f t | S h e a r D i a p h r a g m = 3 3 8 p l f | D e s i g n S h e a r W a l l = 2 9 5 p l f ( W i n d ) / 2 4 1 p l f ( S e i s m i c ) Se i s m i c L o a d C o m b i n a t i o n : ( 1 . 0 + 0 . 1 4 S DS )D + H + F + 0 . 7 Q E ( C o m p r e s s i o n ) | L o a d C o m b i n a t i o n U s e : ( 0 . 6 - 0 . 1 4 S DS )D + H + 0 . 7 Q E ( T e n s i o n ) W i n d L o a d C o m b i n a t i o n : D + 0 . 7 5 L + 0 . 7 5 ( 0 . 6 W ) ( C o m p r e s s i o n ) | L o a d C o m b i n a t i o n U s e : 0 . 6 D + H + 0 . 6 W ( T e n s i o n ) Se i s m i c C a p a c i t y : P 1 ( 6 . 4 / 6 . 4 ) + P 2 ( 7 . 7 / 7 . 7 ) = 1 4 . 1 k i p s ( S e c t . 4 . 3 . 3 . 4 . 1 ) W i n d C a p a c i t y : P 1 ( 8 . 9 / 8 . 9 ) + P 2 ( 1 0 . 7 / 1 0 . 7 ) = 1 9 . 6 k i p s ( S e c t . 4 . 3 . 3 . 4 . 1 ) P2 15 5 6 -87 4 d = 8𝑣 ℎ3 𝐸 � � � � + 𝑣ℎ 10 0 0 � � 𝑎 + ℎ𝑏 ∆𝑎 22 of 427 Do ng E n g i n e e r i n g I n c . 22 U N I T S R E S I D E N C E , 3 0 , 5 8 2 S F G R O S S B U I L D I N G A R E A 32 2 N . H A R B O R B L V D , S A N T A A N A , C A 9 2 7 0 3 Jo b # : 2 4 0 0 2 2 Da t e : 6 / 1 3 / 2 0 2 4 PL A N : 1 CO D E : C B C 2 0 2 2 Ma x p a n e l d e f l e c t i o n : = 0 . 0 4 " | 4 * d * 1 . 4 = 0 . 2 3 " < 0 . 0 2 x 1 0 8 = 2 . 1 6 " 12 . 7 5 13 . 0 0 24 . 0 0 OV E R T U R N A N A L Y S I S Le f t S i d e Ho l d D o w n (2 ) C S 1 6 (2 ) C S 1 6 Po s t S i z e 2- 2 x 4 2- 2 x 4 Te n s i o n ( k i p s ) 3. 2 2. 3 Co m . ( k i p s ) 2. 8 3. 4 Ri g h t S i d e Ho l d D o w n (2 ) C S 1 6 (2 ) C S 1 6 Po s t S i z e 2- 2 x 4 2- 2 x 4 Te n s i o n ( k i p s ) 3. 2 2. 3 Co m . ( k i p s ) 2. 8 3. 4 P2 Dr a g F o r c e : A: S i m p s o n M S T A 3 0 ( 1 8 8 0 L B ) - A l t o n e r o w ( 9 ) # 1 6 e a . s i d e o f s p l i c e | B : S i m p s o n S T 6 2 2 4 ( 2 5 0 6 L B ) - A l t t w o r o w ( 6 ) # 1 6 e a . s i d e o f s p l i c e Fr a m i n g C l i p s S p a c i n g S e e S h e a r W a l l S c h e d u l e 9.00 ft LI N E 5 . 3 ( D i r e c t i o n : Y ) @ S E C O N D F L O O R | W i n d : 8 9 3 6 l b s | S e i s m i c : 8 5 5 6 l b s | S h e a r P a n e l T y p e : B | ( þ = 1 ) To t a l L e n g t h = 4 9 . 7 5 f t | T o t a l S h e a r W a l l L e n g t h = 3 6 . 7 5 f t | S h e a r D i a p h r a g m = 2 4 6 p l f | D e s i g n S h e a r W a l l = 2 4 3 p l f ( W i n d ) / 2 3 3 p l f ( S e i s m i c ) Se i s m i c L o a d C o m b i n a t i o n : ( 1 . 0 + 0 . 1 4 S DS )D + H + F + 0 . 7 Q E ( C o m p r e s s i o n ) | L o a d C o m b i n a t i o n U s e : ( 0 . 6 - 0 . 1 4 S DS )D + H + 0 . 7 Q E ( T e n s i o n ) W i n d L o a d C o m b i n a t i o n : D + 0 . 7 5 L + 0 . 7 5 ( 0 . 6 W ) ( C o m p r e s s i o n ) | L o a d C o m b i n a t i o n U s e : 0 . 6 D + H + 0 . 6 W ( T e n s i o n ) Se i s m i c C a p a c i t y : P 1 ( 4 . 1 / 4 . 1 ) + P 2 ( 7 . 7 / 7 . 7 ) = 1 1 . 8 k i p s ( S e c t . 4 . 3 . 3 . 4 . 1 ) W i n d C a p a c i t y : P 1 ( 5 . 7 / 5 . 7 ) + P 2 ( 1 0 . 7 / 1 0 . 7 ) = 1 6 . 4 k i p s ( S e c t . 4 . 3 . 3 . 4 . 1 ) P1 20 8 6 -11 0 8 d = 8𝑣 ℎ3 𝐸 � � � � + 𝑣ℎ 10 0 0 � � 𝑎 + ℎ𝑏 ∆𝑎 23 of 427 Do ng E n g i n e e r i n g I n c . 22 U N I T S R E S I D E N C E , 3 0 , 5 8 2 S F G R O S S B U I L D I N G A R E A 32 2 N . H A R B O R B L V D , S A N T A A N A , C A 9 2 7 0 3 Jo b # : 2 4 0 0 2 2 Da t e : 6 / 1 3 / 2 0 2 4 PL A N : 1 CO D E : C B C 2 0 2 2 Ma x p a n e l d e f l e c t i o n : = 0 . 0 3 " | 4 * d * 1 . 4 = 0 . 1 8 " < 0 . 0 2 x 1 0 8 = 2 . 1 6 " 12 . 7 5 12 . 5 0 11 . 0 0 13 . 5 0 OV E R T U R N A N A L Y S I S Le f t S i d e Ho l d D o w n (1 ) C S 1 6 (1 ) C S 1 6 Po s t S i z e 2x 4 2x 4 Te n s i o n ( k i p s ) 1. 3 1. 3 Co m . ( k i p s ) 2. 2 2. 2 Ri g h t S i d e Ho l d D o w n (1 ) C S 1 6 (1 ) C S 1 6 Po s t S i z e 2x 4 2x 4 Te n s i o n ( k i p s ) 1. 3 1. 3 Co m . ( k i p s ) 2. 2 2. 2 Dr a g F o r c e : A: S i m p s o n M S T A 3 0 ( 1 8 8 0 L B ) - A l t o n e r o w ( 9 ) # 1 6 e a . s i d e o f s p l i c e Fr a m i n g C l i p s S p a c i n g S e e S h e a r W a l l S c h e d u l e 9.00 ft LI N E 5 . 4 ( D i r e c t i o n : Y ) @ T H I R D F L O O R | W i n d : 4 7 5 7 l b s | S e i s m i c : 4 2 7 6 l b s | S h e a r P a n e l T y p e : A | ( þ = 1 ) To t a l L e n g t h = 4 9 . 7 5 f t | T o t a l S h e a r W a l l L e n g t h = 2 6 . 2 5 f t | S h e a r D i a p h r a g m = 1 2 3 p l f | D e s i g n S h e a r W a l l = 1 8 1 p l f ( W i n d ) / 1 6 3 p l f ( S e i s m i c ) Se i s m i c L o a d C o m b i n a t i o n : ( 1 . 0 + 0 . 1 4 S DS )D + H + F + 0 . 7 Q E ( C o m p r e s s i o n ) | L o a d C o m b i n a t i o n U s e : ( 0 . 6 - 0 . 1 4 S DS )D + H + 0 . 7 Q E ( T e n s i o n ) W i n d L o a d C o m b i n a t i o n : D + 0 . 7 5 L + 0 . 7 5 ( 0 . 6 W ) ( C o m p r e s s i o n ) | L o a d C o m b i n a t i o n U s e : 0 . 6 D + H + 0 . 6 W ( T e n s i o n ) Se i s m i c C a p a c i t y : P 1 ( 2 . 8 / 2 . 8 ) + P 2 ( 3 / 3 ) = 5 . 8 k i p s ( S e c t . 4 . 3 . 3 . 4 . 1 ) W i n d C a p a c i t y : P 1 ( 3 . 9 / 3 . 9 ) + P 2 ( 4 . 1 / 4 . 1 ) = 8 k i p s ( S e c t . 4 . 3 . 3 . 4 . 1 ) P1 P2 14 8 4 -14 0 1 d = 8𝑣 ℎ3 𝐸 � � � � + 𝑣ℎ 10 0 0 � � 𝑎 + ℎ𝑏 ∆𝑎 24 of 427 Do ng E n g i n e e r i n g I n c . 22 U N I T S R E S I D E N C E , 3 0 , 5 8 2 S F G R O S S B U I L D I N G A R E A 32 2 N . H A R B O R B L V D , S A N T A A N A , C A 9 2 7 0 3 Jo b # : 2 4 0 0 2 2 Da t e : 6 / 1 3 / 2 0 2 4 PL A N : 1 CO D E : C B C 2 0 2 2 Ma x p a n e l d e f l e c t i o n : = 0 . 2 5 " | 4 * d * 1 . 4 = 1 . 3 9 " < 0 . 0 2 x 1 0 8 = 2 . 1 6 " 20 . 0 0 4. 0 0 6. 7 5 26 . 0 0 4. 5 0 OV E R T U R N A N A L Y S I S Le f t S i d e Ho l d D o w n HD U 2 HD U 4 Po s t S i z e 4x 4 4x 4 Te n s i o n ( k i p s ) 2. 8 4. 1 Co m . ( k i p s ) 2. 6 3. 7 Ri g h t S i d e Ho l d D o w n HD U 2 HD U 4 Po s t S i z e 4x 4 4x 4 Te n s i o n ( k i p s ) 2. 8 4. 1 Co m . ( k i p s ) 2. 6 3. 7 An c h o r B o l t 5/ 8 " x 1 2 " [2 ] [8 ] sp a c e d e q u a l l y P1 Dr a g F o r c e : A: S i m p s o n M S T A 3 0 ( 1 8 8 0 L B ) - A l t o n e r o w ( 9 ) # 1 6 e a . s i d e o f s p l i c e | B : S i m p s o n S T 6 2 2 4 ( 2 5 0 6 L B ) - A l t t w o r o w ( 6 ) # 1 6 e a . s i d e o f s p l i c e C: S i m p s o n M S T 4 8 ( 3 7 6 0 L B ) - A l t t w o r o w ( 9 ) # 1 6 E a . s i d e o f s p l i c e | D : S i m p s o n M S T 4 8 ( 4 1 7 8 L B ) - A l t t w o r o w ( 1 0 ) # 1 6 e a . s i d e o f s p l i c e E: S i m p s o n M S T 6 0 ( 5 0 1 3 L B ) - A l t t w o r o w ( 1 2 ) # 1 6 e a . s i d e o f s p l i c e Fr a m i n g C l i p s S p a c i n g S e e S h e a r W a l l S c h e d u l e 9.00 ft LI N E 6 . 2 ( D i r e c t i o n : Y ) @ F I R S T F L O O R | W i n d : 9 4 6 4 l b s | S e i s m i c : 7 7 3 0 l b s | S h e a r P a n e l T y p e : B | ( þ = 1 ) To t a l L e n g t h = 6 1 . 2 5 f t | T o t a l S h e a r W a l l L e n g t h = 3 0 f t | S h e a r D i a p h r a g m = 2 0 5 p l f | D e s i g n S h e a r W a l l = 3 2 0 p l f ( W i n d ) / 2 6 2 p l f ( S e i s m i c ) Se i s m i c L o a d C o m b i n a t i o n : ( 1 . 0 + 0 . 1 4 S DS )D + H + F + 0 . 7 Q E ( C o m p r e s s i o n ) | L o a d C o m b i n a t i o n U s e : ( 0 . 6 - 0 . 1 4 S DS )D + H + 0 . 7 Q E ( T e n s i o n ) W i n d L o a d C o m b i n a t i o n : D + 0 . 7 5 L + 0 . 7 5 ( 0 . 6 W ) ( C o m p r e s s i o n ) | L o a d C o m b i n a t i o n U s e : 0 . 6 D + H + 0 . 6 W ( T e n s i o n ) Se i s m i c C a p a c i t y : P 1 ( 1 . 1 / 1 . 3 ) + P 2 ( 8 . 3 / 8 . 3 ) = 9 . 4 k i p s ( S e c t . 4 . 3 . 3 . 4 . 1 ) W i n d C a p a c i t y : P 1 ( 1 . 6 / 1 . 8 ) + P 2 ( 1 1 . 6 / 1 1 . 6 ) = 1 3 . 2 k i p s ( S e c t . 4 . 3 . 3 . 4 . 1 ) P2 46 2 1 -92 1 d = 8𝑣 ℎ3 𝐸 � � � � + 𝑣ℎ 10 0 0 � � 𝑎 + ℎ𝑏 ∆𝑎 25 of 427 Do ng E n g i n e e r i n g I n c . 22 U N I T S R E S I D E N C E , 3 0 , 5 8 2 S F G R O S S B U I L D I N G A R E A 32 2 N . H A R B O R B L V D , S A N T A A N A , C A 9 2 7 0 3 Jo b # : 2 4 0 0 2 2 Da t e : 6 / 1 3 / 2 0 2 4 PL A N : 1 CO D E : C B C 2 0 2 2 Ma x p a n e l d e f l e c t i o n : = 0 . 0 5 " | 4 * d * 1 . 4 = 0 . 2 7 " < 0 . 0 2 x 1 0 8 = 2 . 1 6 " 7. 5 0 4. 7 5 8. 2 5 9. 7 5 0. 5 0 26 . 0 0 4. 5 0 OV E R T U R N A N A L Y S I S Le f t S i d e Ho l d D o w n (2 ) C S 1 4 (2 ) C S 1 6 Po s t S i z e 2- 2 x 4 2- 2 x 4 Te n s i o n ( k i p s ) 3. 5 1. 9 Co m . ( k i p s ) 2. 3 3. 2 Ri g h t S i d e Ho l d D o w n (2 ) C S 1 4 (2 ) C S 1 6 Po s t S i z e 2- 2 x 4 2- 2 x 4 Te n s i o n ( k i p s ) 3. 5 1. 9 Co m . ( k i p s ) 2. 3 3. 2 P1 P2 Dr a g F o r c e : A: S i m p s o n M S T A 3 0 ( 1 8 8 0 L B ) - A l t o n e r o w ( 9 ) # 1 6 e a . s i d e o f s p l i c e | B : S i m p s o n S T 6 2 2 4 ( 2 5 0 6 L B ) - A l t t w o r o w ( 6 ) # 1 6 e a . s i d e o f s p l i c e C: S i m p s o n M S T 4 8 ( 3 7 6 0 L B ) - A l t t w o r o w ( 9 ) # 1 6 E a . s i d e o f s p l i c e Fr a m i n g C l i p s S p a c i n g S e e S h e a r W a l l S c h e d u l e 9.00 ft LI N E 6 . 3 ( D i r e c t i o n : Y ) @ S E C O N D F L O O R | W i n d : 6 5 2 6 l b s | S e i s m i c : 6 2 4 9 l b s | S h e a r P a n e l T y p e : A | ( þ = 1 ) To t a l L e n g t h = 6 1 . 2 5 f t | T o t a l S h e a r W a l l L e n g t h = 3 0 . 7 5 f t | S h e a r D i a p h r a g m = 1 4 6 p l f | D e s i g n S h e a r W a l l = 2 1 2 p l f ( W i n d ) / 2 0 3 p l f ( S e i s m i c ) Se i s m i c L o a d C o m b i n a t i o n : ( 1 . 0 + 0 . 1 4 S DS )D + H + F + 0 . 7 Q E ( C o m p r e s s i o n ) | L o a d C o m b i n a t i o n U s e : ( 0 . 6 - 0 . 1 4 S DS )D + H + 0 . 7 Q E ( T e n s i o n ) W i n d L o a d C o m b i n a t i o n : D + 0 . 7 5 L + 0 . 7 5 ( 0 . 6 W ) ( C o m p r e s s i o n ) | L o a d C o m b i n a t i o n U s e : 0 . 6 D + H + 0 . 6 W ( T e n s i o n ) Se i s m i c C a p a c i t y : P 1 ( 1 / 1 ) + P 2 ( 5 . 7 / 5 . 7 ) = 6 . 7 k i p s ( S e c t . 4 . 3 . 3 . 4 . 1 ) W i n d C a p a c i t y : P 1 ( 1 . 5 / 1 . 5 ) + P 2 ( 8 / 8 ) = 9 . 5 k i p s ( S e c t . 4 . 3 . 3 . 4 . 1 ) 31 0 3 -65 6 d = 8𝑣 ℎ3 𝐸 � � � � + 𝑣ℎ 10 0 0 � � 𝑎 + ℎ𝑏 ∆𝑎 26 of 427 Do ng E n g i n e e r i n g I n c . 22 U N I T S R E S I D E N C E , 3 0 , 5 8 2 S F G R O S S B U I L D I N G A R E A 32 2 N . H A R B O R B L V D , S A N T A A N A , C A 9 2 7 0 3 Jo b # : 2 4 0 0 2 2 Da t e : 6 / 1 3 / 2 0 2 4 PL A N : 1 CO D E : C B C 2 0 2 2 Ma x p a n e l d e f l e c t i o n : = 0 . 0 4 " | 4 * d * 1 . 4 = 0 . 2 1 " < 0 . 0 2 x 1 0 8 = 2 . 1 6 " 7. 5 0 4. 7 5 8. 2 5 9. 7 5 10 . 5 0 16 . 0 0 4. 5 0 OV E R T U R N A N A L Y S I S Le f t S i d e Ho l d D o w n (1 ) C S 1 6 (1 ) C S 1 6 Po s t S i z e 2x 4 2x 4 Te n s i o n ( k i p s ) 1. 5 1. 1 Co m . ( k i p s ) 1. 8 2. 2 Ri g h t S i d e Ho l d D o w n (1 ) C S 1 6 (1 ) C S 1 6 Po s t S i z e 2x 4 2x 4 Te n s i o n ( k i p s ) 1. 5 1. 1 Co m . ( k i p s ) 1. 8 2. 2 P1 P2 Dr a g F o r c e : A: S i m p s o n M S T A 3 0 ( 1 8 8 0 L B ) - A l t o n e r o w ( 9 ) # 1 6 e a . s i d e o f s p l i c e | B : S i m p s o n S T 6 2 2 4 ( 2 5 0 6 L B ) - A l t t w o r o w ( 6 ) # 1 6 e a . s i d e o f s p l i c e Fr a m i n g C l i p s S p a c i n g S e e S h e a r W a l l S c h e d u l e 9.00 ft LI N E 6 . 4 ( D i r e c t i o n : Y ) @ T H I R D F L O O R | W i n d : 3 4 7 4 l b s | S e i s m i c : 3 1 2 3 l b s | S h e a r P a n e l T y p e : A | ( þ = 1 ) To t a l L e n g t h = 6 1 . 2 5 f t | T o t a l S h e a r W a l l L e n g t h = 2 0 . 7 5 f t | S h e a r D i a p h r a g m = 7 3 p l f | D e s i g n S h e a r W a l l = 1 6 7 p l f ( W i n d ) / 1 5 1 p l f ( S e i s m i c ) Se i s m i c L o a d C o m b i n a t i o n : ( 1 . 0 + 0 . 1 4 S DS )D + H + F + 0 . 7 Q E ( C o m p r e s s i o n ) | L o a d C o m b i n a t i o n U s e : ( 0 . 6 - 0 . 1 4 S DS )D + H + 0 . 7 Q E ( T e n s i o n ) W i n d L o a d C o m b i n a t i o n : D + 0 . 7 5 L + 0 . 7 5 ( 0 . 6 W ) ( C o m p r e s s i o n ) | L o a d C o m b i n a t i o n U s e : 0 . 6 D + H + 0 . 6 W ( T e n s i o n ) Se i s m i c C a p a c i t y : P 1 ( 1 / 1 ) + P 2 ( 3 . 5 / 3 . 5 ) = 4 . 5 k i p s ( S e c t . 4 . 3 . 3 . 4 . 1 ) W i n d C a p a c i t y : P 1 ( 1 . 5 / 1 . 5 ) + P 2 ( 4 . 9 / 4 . 9 ) = 6 . 4 k i p s ( S e c t . 4 . 3 . 3 . 4 . 1 ) 19 4 7 -32 8 d = 8𝑣 ℎ3 𝐸 � � � � + 𝑣ℎ 10 0 0 � � 𝑎 + ℎ𝑏 ∆𝑎 27 of 427 Do ng E n g i n e e r i n g I n c . 22 U N I T S R E S I D E N C E , 3 0 , 5 8 2 S F G R O S S B U I L D I N G A R E A 32 2 N . H A R B O R B L V D , S A N T A A N A , C A 9 2 7 0 3 Jo b # : 2 4 0 0 2 2 Da t e : 6 / 1 3 / 2 0 2 4 PL A N : 1 CO D E : C B C 2 0 2 2 Ma x p a n e l d e f l e c t i o n : = 0 . 3 2 " | 4 * d * 1 . 4 = 1 . 8 1 " < 0 . 0 2 x 1 0 8 = 2 . 1 6 " 9. 7 5 4. 0 0 4. 7 5 5. 7 5 6. 0 0 4. 0 0 OV E R T U R N A N A L Y S I S Le f t S i d e Ho l d D o w n HD U 4 HD U 5 HD U 4 Po s t S i z e 4x 4 4x 4 4x 4 Te n s i o n ( k i p s ) 4. 5 4. 7 4. 5 Co m . ( k i p s ) 2. 3 2. 6 2. 3 Ri g h t S i d e Ho l d D o w n HD U 4 HD U 5 HD U 4 Po s t S i z e 4x 4 4x 4 4x 4 Te n s i o n ( k i p s ) 4. 5 4. 7 4. 5 Co m . ( k i p s ) 2. 3 2. 6 2. 3 An c h o r B o l t 5/ 8 " x 1 2 " [2 ] [2 ] [2 ] sp a c e d e q u a l l y P1 P3 Dr a g F o r c e : A: S i m p s o n M S T A 3 0 ( 1 8 8 0 L B ) - A l t o n e r o w ( 9 ) # 1 6 e a . s i d e o f s p l i c e Fr a m i n g C l i p s S p a c i n g S e e S h e a r W a l l S c h e d u l e 9.00 ft LI N E 7 . 2 ( D i r e c t i o n : Y ) @ F I R S T F L O O R | W i n d : 3 4 9 5 l b s | S e i s m i c : 2 8 5 4 l b s | S h e a r P a n e l T y p e : B | ( þ = 1 ) To t a l L e n g t h = 3 4 . 2 5 f t | T o t a l S h e a r W a l l L e n g t h = 1 3 . 7 5 f t | S h e a r D i a p h r a g m = 1 3 5 p l f | D e s i g n S h e a r W a l l = 2 7 2 p l f ( W i n d ) / 2 2 2 p l f ( S e i s m i c ) Se i s m i c L o a d C o m b i n a t i o n : ( 1 . 0 + 0 . 1 4 S DS )D + H + F + 0 . 7 Q E ( C o m p r e s s i o n ) | L o a d C o m b i n a t i o n U s e : ( 0 . 6 - 0 . 1 4 S DS )D + H + 0 . 7 Q E ( T e n s i o n ) W i n d L o a d C o m b i n a t i o n : D + 0 . 7 5 L + 0 . 7 5 ( 0 . 6 W ) ( C o m p r e s s i o n ) | L o a d C o m b i n a t i o n U s e : 0 . 6 D + H + 0 . 6 W ( T e n s i o n ) Se i s m i c C a p a c i t y : P 1 ( 1 . 1 / 1 . 3 ) + P 2 ( 1 . 8 / 1 . 8 ) + P 3 ( 1 . 1 / 1 . 3 ) = 4 k i p s ( S e c t . 4 . 3 . 3 . 4 . 1 ) W i n d C a p a c i t y : P 1 ( 1 . 6 / 1 . 8 ) + P 2 ( 2 . 6 / 2 . 6 ) + P 3 ( 1 . 6 / 1 . 8 ) = 5 . 8 k i p s ( S e c t . 4 . 3 . 3 . 4 . 1 ) P2 13 1 7 d = 8𝑣 ℎ3 𝐸 � � � � + 𝑣ℎ 10 0 0 � � 𝑎 + ℎ𝑏 ∆𝑎 28 of 427 Do ng E n g i n e e r i n g I n c . 22 U N I T S R E S I D E N C E , 3 0 , 5 8 2 S F G R O S S B U I L D I N G A R E A 32 2 N . H A R B O R B L V D , S A N T A A N A , C A 9 2 7 0 3 Jo b # : 2 4 0 0 2 2 Da t e : 6 / 1 3 / 2 0 2 4 PL A N : 1 CO D E : C B C 2 0 2 2 Ma x p a n e l d e f l e c t i o n : = 0 . 0 4 " | 4 * d * 1 . 4 = 0 . 2 3 " < 0 . 0 2 x 1 0 8 = 2 . 1 6 " 9. 7 5 4. 0 0 4. 7 5 5. 7 5 6. 0 0 4. 0 0 OV E R T U R N A N A L Y S I S Le f t S i d e Ho l d D o w n (2 ) C S 1 6 (2 ) C S 1 6 (2 ) C S 1 6 Po s t S i z e 2- 2 x 4 2- 2 x 4 2- 2 x 4 Te n s i o n ( k i p s ) 2. 2 2. 3 2. 2 Co m . ( k i p s ) 2. 0 2. 2 2. 0 Ri g h t S i d e Ho l d D o w n (2 ) C S 1 6 (2 ) C S 1 6 (2 ) C S 1 6 Po s t S i z e 2- 2 x 4 2- 2 x 4 2- 2 x 4 Te n s i o n ( k i p s ) 2. 2 2. 3 2. 2 Co m . ( k i p s ) 2. 0 2. 2 2. 0 P1 P3 Dr a g F o r c e : A: S i m p s o n M S T A 3 0 ( 1 8 8 0 L B ) - A l t o n e r o w ( 9 ) # 1 6 e a . s i d e o f s p l i c e Fr a m i n g C l i p s S p a c i n g S e e S h e a r W a l l S c h e d u l e 9.00 ft LI N E 7 . 3 ( D i r e c t i o n : Y ) @ S E C O N D F L O O R | W i n d : 2 4 1 0 l b s | S e i s m i c : 2 3 0 7 l b s | S h e a r P a n e l T y p e : A | ( þ = 1 ) To t a l L e n g t h = 3 4 . 2 5 f t | T o t a l S h e a r W a l l L e n g t h = 1 3 . 7 5 f t | S h e a r D i a p h r a g m = 9 6 p l f | D e s i g n S h e a r W a l l = 1 8 7 p l f ( W i n d ) / 1 7 9 p l f ( S e i s m i c ) Se i s m i c L o a d C o m b i n a t i o n : ( 1 . 0 + 0 . 1 4 S DS )D + H + F + 0 . 7 Q E ( C o m p r e s s i o n ) | L o a d C o m b i n a t i o n U s e : ( 0 . 6 - 0 . 1 4 S DS )D + H + 0 . 7 Q E ( T e n s i o n ) W i n d L o a d C o m b i n a t i o n : D + 0 . 7 5 L + 0 . 7 5 ( 0 . 6 W ) ( C o m p r e s s i o n ) | L o a d C o m b i n a t i o n U s e : 0 . 6 D + H + 0 . 6 W ( T e n s i o n ) Se i s m i c C a p a c i t y : P 1 ( 0 . 8 / 0 . 9 ) + P 2 ( 1 . 3 / 1 . 3 ) + P 3 ( 0 . 8 / 0 . 9 ) = 2 . 9 k i p s ( S e c t . 4 . 3 . 3 . 4 . 1 ) W i n d C a p a c i t y : P 1 ( 1 . 1 / 1 . 2 ) + P 2 ( 1 . 8 / 1 . 8 ) + P 3 ( 1 . 1 / 1 . 2 ) = 4 k i p s ( S e c t . 4 . 3 . 3 . 4 . 1 ) P2 93 9 d = 8𝑣 ℎ3 𝐸 � � � � + 𝑣ℎ 10 0 0 � � 𝑎 + ℎ𝑏 ∆𝑎 29 of 427 Do ng E n g i n e e r i n g I n c . 22 U N I T S R E S I D E N C E , 3 0 , 5 8 2 S F G R O S S B U I L D I N G A R E A 32 2 N . H A R B O R B L V D , S A N T A A N A , C A 9 2 7 0 3 Jo b # : 2 4 0 0 2 2 Da t e : 6 / 1 3 / 2 0 2 4 PL A N : 1 CO D E : C B C 2 0 2 2 Ma x p a n e l d e f l e c t i o n : = 0 . 0 2 " | 4 * d * 1 . 4 = 0 . 1 2 " < 0 . 0 2 x 1 0 8 = 2 . 1 6 " 9. 7 5 4. 0 0 4. 7 5 5. 7 5 6. 0 0 4. 0 0 OV E R T U R N A N A L Y S I S Le f t S i d e Ho l d D o w n (1 ) C S 1 6 (1 ) C S 1 6 (1 ) C S 1 6 Po s t S i z e 2x 4 2x 4 2x 4 Te n s i o n ( k i p s ) 0. 7 0. 7 0. 7 Co m . ( k i p s ) 1. 1 1. 3 1. 1 Ri g h t S i d e Ho l d D o w n (1 ) C S 1 6 (1 ) C S 1 6 (1 ) C S 1 6 Po s t S i z e 2x 4 2x 4 2x 4 Te n s i o n ( k i p s ) 0. 7 0. 7 0. 7 Co m . ( k i p s ) 1. 1 1. 3 1. 1 P1 P3 Dr a g F o r c e : A: S i m p s o n M S T A 3 0 ( 1 8 8 0 L B ) - A l t o n e r o w ( 9 ) # 1 6 e a . s i d e o f s p l i c e Fr a m i n g C l i p s S p a c i n g S e e S h e a r W a l l S c h e d u l e 9.00 ft LI N E 7 . 4 ( D i r e c t i o n : Y ) @ T H I R D F L O O R | W i n d : 1 2 8 3 l b s | S e i s m i c : 1 1 5 3 l b s | S h e a r P a n e l T y p e : A | ( þ = 1 ) To t a l L e n g t h = 3 4 . 2 5 f t | T o t a l S h e a r W a l l L e n g t h = 1 3 . 7 5 f t | S h e a r D i a p h r a g m = 4 8 p l f | D e s i g n S h e a r W a l l = 1 0 0 p l f ( W i n d ) / 9 0 p l f ( S e i s m i c ) Se i s m i c L o a d C o m b i n a t i o n : ( 1 . 0 + 0 . 1 4 S DS )D + H + F + 0 . 7 Q E ( C o m p r e s s i o n ) | L o a d C o m b i n a t i o n U s e : ( 0 . 6 - 0 . 1 4 S DS )D + H + 0 . 7 Q E ( T e n s i o n ) W i n d L o a d C o m b i n a t i o n : D + 0 . 7 5 L + 0 . 7 5 ( 0 . 6 W ) ( C o m p r e s s i o n ) | L o a d C o m b i n a t i o n U s e : 0 . 6 D + H + 0 . 6 W ( T e n s i o n ) Se i s m i c C a p a c i t y : P 1 ( 0 . 8 / 0 . 9 ) + P 2 ( 1 . 3 / 1 . 3 ) + P 3 ( 0 . 8 / 0 . 9 ) = 2 . 9 k i p s ( S e c t . 4 . 3 . 3 . 4 . 1 ) W i n d C a p a c i t y : P 1 ( 1 . 1 / 1 . 2 ) + P 2 ( 1 . 8 / 1 . 8 ) + P 3 ( 1 . 1 / 1 . 2 ) = 4 k i p s ( S e c t . 4 . 3 . 3 . 4 . 1 ) P2 46 9 d = 8𝑣 ℎ3 𝐸 � � � � + 𝑣ℎ 10 0 0 � � 𝑎 + ℎ𝑏 ∆𝑎 30 of 427 Do ng E n g i n e e r i n g I n c . 22 U N I T S R E S I D E N C E , 3 0 , 5 8 2 S F G R O S S B U I L D I N G A R E A 32 2 N . H A R B O R B L V D , S A N T A A N A , C A 9 2 7 0 3 Jo b # : 2 4 0 0 2 2 Da t e : 6 / 1 3 / 2 0 2 4 PL A N : 1 CO D E : C B C 2 0 2 2 Ma x p a n e l d e f l e c t i o n : = 0 . 2 3 " | 4 * d * 1 . 4 = 1 . 2 7 " < 0 . 0 2 x 1 0 8 = 2 . 1 6 " 3. 5 0 6. 0 0 16 . 2 5 4. 0 0 0.2 5 3. 2 5 3. 0 0 3. 2 5 0.2 5 11 . 2 5 7. 5 0 11 . 7 5 23 . 0 0 3. 0 0 9. 0 0 3. 0 0 9. 5 0 5. 7 5 7. 2 5 OV E R T U R N A N A L Y S I S Le f t S i d e Ho l d D o w n HD U 5 HD U 8 HD U 8 HD U 5 HD U 5 HD Q 8 HD U 2 HD U 2 HD U 4 Po s t S i z e 4x 4 4x 4 4x 4 4x 4 4x 4 4x 4 4x 4 4x 4 4x 4 Te n s i o n ( k i p s ) 5. 4 6. 4 6. 1 5. 1 5. 1 5. 7 1. 4 2. 2 3. 1 Co m . ( k i p s ) 3. 0 3. 8 3. 4 2. 8 2. 8 4. 0 2. 6 2. 6 3. 7 Ri g h t S i d e Ho l d D o w n HD U 5 HD U 8 HD U 8 HD U 5 HD U 5 HD Q 8 HD U 5 HD U 2 HD U 4 Po s t S i z e 4x 4 4x 4 4x 4 4x 4 4x 4 4x 4 4x 4 4x 4 4x 4 Te n s i o n ( k i p s ) 5. 4 6. 4 6. 1 5. 1 5. 1 5. 7 4. 8 2. 2 3. 1 Co m . ( k i p s ) 3. 0 3. 8 3. 4 2. 8 2. 8 4. 0 2. 6 2. 6 3. 7 An c h o r B o l t 5/ 8 " x 1 2 " [2 ] [3 ] [2 ] [2 ] [2 ] [4 ] [2 ] [2 ] [2 ] sp a c e d e q u a l l y P9 P8 P7 P6 P5 P4 P3 Dr a g F o r c e : A: S i m p s o n M S T A 3 0 ( 1 8 8 0 L B ) - A l t o n e r o w ( 9 ) # 1 6 e a . s i d e o f s p l i c e | B : S i m p s o n S T 6 2 2 4 ( 2 5 0 6 L B ) - A l t t w o r o w ( 6 ) # 1 6 e a . s i d e o f s p l i c e C: S i m p s o n M S T 4 8 ( 3 7 6 0 L B ) - A l t t w o r o w ( 9 ) # 1 6 E a . s i d e o f s p l i c e | D : S i m p s o n M S T 4 8 ( 4 1 7 8 L B ) - A l t t w o r o w ( 1 0 ) # 1 6 e a . s i d e o f s p l i c e E: S i m p s o n M S T 6 0 ( 5 0 1 3 L B ) - A l t t w o r o w ( 1 2 ) # 1 6 e a . s i d e o f s p l i c e | F : S i m p s o n M S T 7 2 ( 5 3 8 4 L B ) - A l t ( 1 ) M S T 6 0 Fr a m i n g C l i p s S p a c i n g S e e S h e a r W a l l S c h e d u l e 9.00 ft LI N E A . 2 ( D i r e c t i o n : X ) @ F I R S T F L O O R | W i n d : 6 4 1 1 l b s | S e i s m i c : 1 2 7 7 3 l b s | S h e a r P a n e l T y p e : C | ( þ = 1 ) To t a l L e n g t h = 1 3 6 . 7 5 f t | T o t a l S h e a r W a l l L e n g t h = 4 3 f t | S h e a r D i a p h r a g m = 1 5 0 p l f | D e s i g n S h e a r W a l l = 1 6 9 p l f ( W i n d ) / 3 3 6 p l f ( S e i s m i c ) Se i s m i c L o a d C o m b i n a t i o n : ( 1 . 0 + 0 . 1 4 S DS )D + H + F + 0 . 7 Q E ( C o m p r e s s i o n ) | L o a d C o m b i n a t i o n U s e : ( 0 . 6 - 0 . 1 4 S DS )D + H + 0 . 7 Q E ( T e n s i o n ) W i n d L o a d C o m b i n a t i o n : D + 0 . 7 5 L + 0 . 7 5 ( 0 . 6 W ) ( C o m p r e s s i o n ) | L o a d C o m b i n a t i o n U s e : 0 . 6 D + H + 0 . 6 W ( T e n s i o n ) Se i s m i c C a p a c i t y : P 1 ( 1 . 1 / 1 . 4 ) + P 2 ( 2 . 5 / 2 . 5 ) + P 3 ( 1 . 5 / 1 . 6 ) + P 4 ( 1 / 1 . 3 ) + P 5 ( 1 / 1 . 3 ) + P 6 ( 4 . 6 / 4 . 6 ) + P 7 ( 0 . 8 / 1 . 2 ) + P 8 ( 0 . 8 / 1 . 2 ) + P 9 ( 2 . 4 / 2 . 4 ) = 1 5 . 7 k i p s ( S e c t . 4 . 3 . 3 . 4 . 1 ) W i n d C a p a c i t y : P 1 ( 1 . 6 / 2 ) + P 2 ( 3 . 4 / 3 . 4 ) + P 3 ( 2 / 2 . 3 ) + P 4 ( 1 . 3 / 1 . 9 ) + P 5 ( 1 . 3 / 1 . 9 ) + P 6 ( 6 . 5 / 6 . 5 ) + P 7 ( 1 . 2 / 1 . 7 ) + P 8 ( 1 . 2 / 1 . 7 ) + P 9 ( 3 . 3 / 3 . 3 ) = 2 1 . 8 k i p s ( S e c t . 4 . 3 . 3 . 4 . 1 ) P1 6. 0 0 P2 79 0 -63 3 7 d = 8𝑣 ℎ3 𝐸 � � � � + 𝑣ℎ 10 0 0 � � 𝑎 + ℎ𝑏 ∆𝑎 31 of 427 Do ng E n g i n e e r i n g I n c . 22 U N I T S R E S I D E N C E , 3 0 , 5 8 2 S F G R O S S B U I L D I N G A R E A 32 2 N . H A R B O R B L V D , S A N T A A N A , C A 9 2 7 0 3 Jo b # : 2 4 0 0 2 2 Da t e : 6 / 1 3 / 2 0 2 4 PL A N : 1 CO D E : C B C 2 0 2 2 Ma x p a n e l d e f l e c t i o n : = 0 . 0 6 " | 4 * d * 1 . 4 = 0 . 3 4 " < 0 . 0 2 x 1 0 8 = 2 . 1 6 " 3. 5 0 6. 0 0 16 . 2 5 4. 0 0 0.25 3. 2 5 3. 0 0 3. 2 5 0.25 11 . 2 5 7. 5 0 11 . 7 5 19 . 2 5 6. 0 0 9. 0 0 6. 0 0 4. 5 0 OV E R T U R N A N A L Y S I S Le f t S i d e Ho l d D o w n (2 ) C S 1 6 (2 ) C S 1 6 (2 ) C S 1 6 (2 ) C S 1 6 (2 ) C S 1 6 (2 ) C S 1 6 (2 ) C S 1 6 (2 ) C S 1 6 Po s t S i z e 2- 2 x 4 2- 2 x 4 2- 2 x 4 2- 2 x 4 2- 2 x 4 2- 2 x 4 2- 2 x 4 2- 2 x 4 Te n s i o n ( k i p s ) 2. 8 3. 3 3. 2 2. 7 2. 7 2. 9 3. 3 3. 3 Co m . ( k i p s ) 2. 4 3. 0 2. 7 2. 2 2. 2 3. 3 3. 0 3. 0 Ri g h t S i d e Ho l d D o w n (2 ) C S 1 6 (2 ) C S 1 6 (2 ) C S 1 6 (2 ) C S 1 6 (2 ) C S 1 6 (2 ) C S 1 6 (2 ) C S 1 6 (2 ) C S 1 6 Po s t S i z e 2- 2 x 4 2- 2 x 4 2- 2 x 4 2- 2 x 4 2- 2 x 4 2- 2 x 4 2- 2 x 4 2- 2 x 4 Te n s i o n ( k i p s ) 2. 8 3. 3 3. 2 2. 7 2. 7 2. 9 3. 3 3. 3 Co m . ( k i p s ) 2. 4 3. 0 2. 7 2. 2 2. 2 3. 3 3. 0 3. 0 P8 P7 P6 P5 P4 P3 Dr a g F o r c e : A: S i m p s o n M S T A 3 0 ( 1 8 8 0 L B ) - A l t o n e r o w ( 9 ) # 1 6 e a . s i d e o f s p l i c e | B : S i m p s o n S T 6 2 2 4 ( 2 5 0 6 L B ) - A l t t w o r o w ( 6 ) # 1 6 e a . s i d e o f s p l i c e C: S i m p s o n M S T 4 8 ( 3 7 6 0 L B ) - A l t t w o r o w ( 9 ) # 1 6 E a . s i d e o f s p l i c e Fr a m i n g C l i p s S p a c i n g S e e S h e a r W a l l S c h e d u l e 9.00 ft LI N E A . 3 ( D i r e c t i o n : X ) @ S E C O N D F L O O R | W i n d : 4 5 0 6 l b s | S e i s m i c : 1 0 3 8 3 l b s | S h e a r P a n e l T y p e : B | ( þ = 1 ) To t a l L e n g t h = 1 2 1 f t | T o t a l S h e a r W a l l L e n g t h = 4 3 . 2 5 f t | S h e a r D i a p h r a g m = 1 2 3 p l f | D e s i g n S h e a r W a l l = 1 1 2 p l f ( W i n d ) / 2 5 8 p l f ( S e i s m i c ) Se i s m i c L o a d C o m b i n a t i o n : ( 1 . 0 + 0 . 1 4 S DS )D + H + F + 0 . 7 Q E ( C o m p r e s s i o n ) | L o a d C o m b i n a t i o n U s e : ( 0 . 6 - 0 . 1 4 S DS )D + H + 0 . 7 Q E ( T e n s i o n ) W i n d L o a d C o m b i n a t i o n : D + 0 . 7 5 L + 0 . 7 5 ( 0 . 6 W ) ( C o m p r e s s i o n ) | L o a d C o m b i n a t i o n U s e : 0 . 6 D + H + 0 . 6 W ( T e n s i o n ) Se i s m i c C a p a c i t y : P 1 ( 0 . 9 / 1 . 1 ) + P 2 ( 1 . 9 / 1 . 9 ) + P 3 ( 1 . 1 / 1 . 3 ) + P 4 ( 0 . 8 / 1 ) + P 5 ( 0 . 8 / 1 ) + P 6 ( 3 . 6 / 3 . 6 ) + P 7 ( 1 . 9 / 1 . 9 ) + P 8 ( 1 . 9 / 1 . 9 ) = 1 2 . 9 k i p s ( S e c t . 4 . 3 . 3 . 4 . 1 ) W i n d C a p a c i t y : P 1 ( 1 . 2 / 1 . 6 ) + P 2 ( 2 . 7 / 2 . 7 ) + P 3 ( 1 . 6 / 1 . 8 ) + P 4 ( 1 / 1 . 5 ) + P 5 ( 1 / 1 . 5 ) + P 6 ( 5 / 5 ) + P 7 ( 2 . 7 / 2 . 7 ) + P 8 ( 2 . 7 / 2 . 7 ) = 1 7 . 9 k i p s ( S e c t . 4 . 3 . 3 . 4 . 1 ) P1 6. 0 0 P2 99 0 -37 3 0 d = 8𝑣 ℎ3 𝐸 � � � � + 𝑣ℎ 10 0 0 � � 𝑎 + ℎ𝑏 ∆𝑎 32 of 427 Do ng E n g i n e e r i n g I n c . 22 U N I T S R E S I D E N C E , 3 0 , 5 8 2 S F G R O S S B U I L D I N G A R E A 32 2 N . H A R B O R B L V D , S A N T A A N A , C A 9 2 7 0 3 Jo b # : 2 4 0 0 2 2 Da t e : 6 / 1 3 / 2 0 2 4 PL A N : 1 CO D E : C B C 2 0 2 2 Ma x p a n e l d e f l e c t i o n : = 0 . 0 4 " | 4 * d * 1 . 4 = 0 . 2 " < 0 . 0 2 x 1 0 8 = 2 . 1 6 " 3. 5 0 6. 0 0 16 . 2 5 4. 0 0 0.25 3. 2 5 3. 0 0 3. 2 5 0.25 11 . 2 5 7. 5 0 11 . 7 5 19 . 2 5 6. 0 0 9. 0 0 6. 0 0 4. 5 0 OV E R T U R N A N A L Y S I S Le f t S i d e Ho l d D o w n (1 ) C S 1 6 (1 ) C S 1 6 (1 ) C S 1 6 (1 ) C S 1 6 (1 ) C S 1 6 (1 ) C S 1 6 (1 ) C S 1 6 (1 ) C S 1 6 Po s t S i z e 2x 4 2x 4 2x 4 2x 4 2x 4 2x 4 2x 4 2x 4 Te n s i o n ( k i p s ) 0. 9 1. 1 1. 0 0. 9 0. 9 0. 8 1. 1 1. 1 Co m . ( k i p s ) 1. 3 1. 8 1. 5 1. 3 1. 3 2. 1 1. 8 1. 8 Ri g h t S i d e Ho l d D o w n (1 ) C S 1 6 (1 ) C S 1 6 (1 ) C S 1 6 (1 ) C S 1 6 (1 ) C S 1 6 (1 ) C S 1 6 (1 ) C S 1 6 (1 ) C S 1 6 Po s t S i z e 2x 4 2x 4 2x 4 2x 4 2x 4 2x 4 2x 4 2x 4 Te n s i o n ( k i p s ) 0. 9 1. 1 1. 0 0. 9 0. 9 0. 8 1. 1 1. 1 Co m . ( k i p s ) 1. 3 1. 8 1. 5 1. 3 1. 3 2. 1 1. 8 1. 8 P8 P7 P6 P5 P4 P3 Dr a g F o r c e : A: S i m p s o n M S T A 3 0 ( 1 8 8 0 L B ) - A l t o n e r o w ( 9 ) # 1 6 e a . s i d e o f s p l i c e Fr a m i n g C l i p s S p a c i n g S e e S h e a r W a l l S c h e d u l e 9.00 ft LI N E A . 4 ( D i r e c t i o n : X ) @ T H I R D F L O O R | W i n d : 2 5 1 3 l b s | S e i s m i c : 5 2 2 3 l b s | S h e a r P a n e l T y p e : A | ( þ = 1 ) To t a l L e n g t h = 1 2 1 f t | T o t a l S h e a r W a l l L e n g t h = 4 3 . 2 5 f t | S h e a r D i a p h r a g m = 6 2 p l f | D e s i g n S h e a r W a l l = 6 2 p l f ( W i n d ) / 1 3 0 p l f ( S e i s m i c ) Se i s m i c L o a d C o m b i n a t i o n : ( 1 . 0 + 0 . 1 4 S DS )D + H + F + 0 . 7 Q E ( C o m p r e s s i o n ) | L o a d C o m b i n a t i o n U s e : ( 0 . 6 - 0 . 1 4 S DS )D + H + 0 . 7 Q E ( T e n s i o n ) W i n d L o a d C o m b i n a t i o n : D + 0 . 7 5 L + 0 . 7 5 ( 0 . 6 W ) ( C o m p r e s s i o n ) | L o a d C o m b i n a t i o n U s e : 0 . 6 D + H + 0 . 6 W ( T e n s i o n ) Se i s m i c C a p a c i t y : P 1 ( 0 . 6 / 0 . 8 ) + P 2 ( 1 . 3 / 1 . 3 ) + P 3 ( 0 . 8 / 0 . 9 ) + P 4 ( 0 . 5 / 0 . 7 ) + P 5 ( 0 . 5 / 0 . 7 ) + P 6 ( 2 . 5 / 2 . 5 ) + P 7 ( 1 . 3 / 1 . 3 ) + P 8 ( 1 . 3 / 1 . 3 ) = 8 . 8 k i p s ( S e c t . 4 . 3 . 3 . 4 . 1 ) W i n d C a p a c i t y : P 1 ( 0 . 8 / 1 . 1 ) + P 2 ( 1 . 8 / 1 . 8 ) + P 3 ( 1 . 1 / 1 . 2 ) + P 4 ( 0 . 7 / 1 ) + P 5 ( 0 . 7 / 1 ) + P 6 ( 3 . 5 / 3 . 5 ) + P 7 ( 1 . 8 / 1 . 8 ) + P 8 ( 1 . 8 / 1 . 8 ) = 1 2 . 2 k i p s ( S e c t . 4 . 3 . 3 . 4 . 1 ) P1 6. 0 0 P2 49 8 -18 7 6 d = 8𝑣 ℎ3 𝐸 � � � � + 𝑣ℎ 10 0 0 � � 𝑎 + ℎ𝑏 ∆𝑎 33 of 427 Do ng E n g i n e e r i n g I n c . 22 U N I T S R E S I D E N C E , 3 0 , 5 8 2 S F G R O S S B U I L D I N G A R E A 32 2 N . H A R B O R B L V D , S A N T A A N A , C A 9 2 7 0 3 Jo b # : 2 4 0 0 2 2 Da t e : 6 / 1 3 / 2 0 2 4 PL A N : 1 CO D E : C B C 2 0 2 2 Ma x p a n e l d e f l e c t i o n : = 0 . 2 7 " | 4 * d * 1 . 4 = 1 . 5 1 " < 0 . 0 2 x 1 0 8 = 2 . 1 6 " 11 . 7 5 8. 0 0 7. 5 0 9. 5 0 13 . 2 5 11 . 0 0 4. 5 0 9. 7 5 33 . 2 5 5. 5 0 2. 5 0 12 . 0 0 OV E R T U R N A N A L Y S I S Le f t S i d e Ho l d D o w n HD U 5 HD U 5 HD U 5 HD U 5 HD U 5 HD U 4 Po s t S i z e 4x 4 4x 4 4x 4 4x 4 4x 4 4x 4 Te n s i o n ( k i p s ) 5. 0 4. 8 4. 6 4. 8 5. 4 4. 5 Co m . ( k i p s ) 3. 3 3. 3 3. 4 3. 4 3. 1 3. 5 Ri g h t S i d e Ho l d D o w n HD U 5 HD U 5 HD U 5 HD U 5 HD U 5 HD U 4 Po s t S i z e 4x 4 4x 4 4x 4 4x 4 4x 4 4x 4 Te n s i o n ( k i p s ) 5. 0 4. 8 4. 6 4. 8 5. 4 4. 5 Co m . ( k i p s ) 3. 3 3. 3 3. 4 3. 4 3. 1 3. 5 An c h o r B o l t 5/ 8 " x 1 2 " [3 ] [3 ] [4 ] [4 ] [2 ] [4 ] sp a c e d e q u a l l y P1 P6 P5 P4 P3 Dr a g F o r c e : A: S i m p s o n M S T A 3 0 ( 1 8 8 0 L B ) - A l t o n e r o w ( 9 ) # 1 6 e a . s i d e o f s p l i c e | B : S i m p s o n S T 6 2 2 4 ( 2 5 0 6 L B ) - A l t t w o r o w ( 6 ) # 1 6 e a . s i d e o f s p l i c e C: S i m p s o n M S T 4 8 ( 3 7 6 0 L B ) - A l t t w o r o w ( 9 ) # 1 6 E a . s i d e o f s p l i c e | D : S i m p s o n M S T 4 8 ( 4 1 7 8 L B ) - A l t t w o r o w ( 1 0 ) # 1 6 e a . s i d e o f s p l i c e Fr a m i n g C l i p s S p a c i n g S e e S h e a r W a l l S c h e d u l e 9.00 ft LI N E B . 2 ( D i r e c t i o n : X ) @ F I R S T F L O O R | W i n d : 7 6 9 3 l b s | S e i s m i c : 1 5 3 2 7 l b s | S h e a r P a n e l T y p e : B | ( þ = 1 ) To t a l L e n g t h = 1 2 8 . 5 f t | T o t a l S h e a r W a l l L e n g t h = 5 5 . 7 5 f t | S h e a r D i a p h r a g m = 1 9 1 p l f | D e s i g n S h e a r W a l l = 1 3 8 p l f ( W i n d ) / 2 7 5 p l f ( S e i s m i c ) Se i s m i c L o a d C o m b i n a t i o n : ( 1 . 0 + 0 . 1 4 S DS )D + H + F + 0 . 7 Q E ( C o m p r e s s i o n ) | L o a d C o m b i n a t i o n U s e : ( 0 . 6 - 0 . 1 4 S DS )D + H + 0 . 7 Q E ( T e n s i o n ) W i n d L o a d C o m b i n a t i o n : D + 0 . 7 5 L + 0 . 7 5 ( 0 . 6 W ) ( C o m p r e s s i o n ) | L o a d C o m b i n a t i o n U s e : 0 . 6 D + H + 0 . 6 W ( T e n s i o n ) Se i s m i c C a p a c i t y : P 1 ( 2 . 6 / 2 . 6 ) + P 2 ( 3 / 3 ) + P 3 ( 3 . 5 / 3 . 5 ) + P 4 ( 3 . 1 / 3 . 1 ) + P 5 ( 1 . 8 / 1 . 8 ) + P 6 ( 3 . 8 / 3 . 8 ) = 1 7 . 8 k i p s ( S e c t . 4 . 3 . 3 . 4 . 1 ) W i n d C a p a c i t y : P 1 ( 3 . 6 / 3 . 6 ) + P 2 ( 4 . 2 / 4 . 2 ) + P 3 ( 4 . 9 / 4 . 9 ) + P 4 ( 4 . 4 / 4 . 4 ) + P 5 ( 2 . 5 / 2 . 5 ) + P 6 ( 5 . 4 / 5 . 4 ) = 2 5 k i p s ( S e c t . 4 . 3 . 3 . 4 . 1 ) P2 38 8 3 -24 6 6 d = 8𝑣 ℎ3 𝐸 � � � � + 𝑣ℎ 10 0 0 � � 𝑎 + ℎ𝑏 ∆𝑎 34 of 427 Do ng E n g i n e e r i n g I n c . 22 U N I T S R E S I D E N C E , 3 0 , 5 8 2 S F G R O S S B U I L D I N G A R E A 32 2 N . H A R B O R B L V D , S A N T A A N A , C A 9 2 7 0 3 Jo b # : 2 4 0 0 2 2 Da t e : 6 / 1 3 / 2 0 2 4 PL A N : 1 CO D E : C B C 2 0 2 2 Ma x p a n e l d e f l e c t i o n : = 0 . 0 4 " | 4 * d * 1 . 4 = 0 . 2 4 " < 0 . 0 2 x 1 0 8 = 2 . 1 6 " 11 . 7 5 8. 0 0 7. 5 0 9. 5 0 13 . 2 5 11 . 0 0 4. 5 0 9. 7 5 33 . 2 5 5. 5 0 2. 5 0 12 . 0 0 OV E R T U R N A N A L Y S I S Le f t S i d e Ho l d D o w n (2 ) C S 1 6 (2 ) C S 1 6 (2 ) C S 1 6 (2 ) C S 1 6 (2 ) C S 1 6 (2 ) C S 1 6 Po s t S i z e 2- 2 x 4 2- 2 x 4 2- 2 x 4 2- 2 x 4 2- 2 x 4 2- 2 x 4 Te n s i o n ( k i p s ) 2. 7 2. 5 2. 4 2. 5 2. 9 2. 3 Co m . ( k i p s ) 2. 8 2. 9 3. 0 2. 9 2. 6 3. 0 Ri g h t S i d e Ho l d D o w n (2 ) C S 1 6 (2 ) C S 1 6 (2 ) C S 1 6 (2 ) C S 1 6 (2 ) C S 1 6 (2 ) C S 1 6 Po s t S i z e 2- 2 x 4 2- 2 x 4 2- 2 x 4 2- 2 x 4 2- 2 x 4 2- 2 x 4 Te n s i o n ( k i p s ) 2. 7 2. 5 2. 4 2. 5 2. 9 2. 3 Co m . ( k i p s ) 2. 8 2. 9 3. 0 2. 9 2. 6 3. 0 P1 P6 P5 P4 P3 Dr a g F o r c e : A: S i m p s o n M S T A 3 0 ( 1 8 8 0 L B ) - A l t o n e r o w ( 9 ) # 1 6 e a . s i d e o f s p l i c e | B : S i m p s o n S T 6 2 2 4 ( 2 5 0 6 L B ) - A l t t w o r o w ( 6 ) # 1 6 e a . s i d e o f s p l i c e C: S i m p s o n M S T 4 8 ( 3 7 6 0 L B ) - A l t t w o r o w ( 9 ) # 1 6 E a . s i d e o f s p l i c e Fr a m i n g C l i p s S p a c i n g S e e S h e a r W a l l S c h e d u l e 9.00 ft LI N E B . 3 ( D i r e c t i o n : X ) @ S E C O N D F L O O R | W i n d : 5 4 0 7 l b s | S e i s m i c : 1 2 4 5 9 l b s | S h e a r P a n e l T y p e : B | ( þ = 1 ) To t a l L e n g t h = 1 2 8 . 5 f t | T o t a l S h e a r W a l l L e n g t h = 5 5 . 7 5 f t | S h e a r D i a p h r a g m = 1 3 9 p l f | D e s i g n S h e a r W a l l = 9 7 p l f ( W i n d ) / 2 2 3 p l f ( S e i s m i c ) Se i s m i c L o a d C o m b i n a t i o n : ( 1 . 0 + 0 . 1 4 S DS )D + H + F + 0 . 7 Q E ( C o m p r e s s i o n ) | L o a d C o m b i n a t i o n U s e : ( 0 . 6 - 0 . 1 4 S DS )D + H + 0 . 7 Q E ( T e n s i o n ) W i n d L o a d C o m b i n a t i o n : D + 0 . 7 5 L + 0 . 7 5 ( 0 . 6 W ) ( C o m p r e s s i o n ) | L o a d C o m b i n a t i o n U s e : 0 . 6 D + H + 0 . 6 W ( T e n s i o n ) Se i s m i c C a p a c i t y : P 1 ( 2 . 6 / 2 . 6 ) + P 2 ( 3 / 3 ) + P 3 ( 3 . 5 / 3 . 5 ) + P 4 ( 3 . 1 / 3 . 1 ) + P 5 ( 1 . 8 / 1 . 8 ) + P 6 ( 3 . 8 / 3 . 8 ) = 1 7 . 8 k i p s ( S e c t . 4 . 3 . 3 . 4 . 1 ) W i n d C a p a c i t y : P 1 ( 3 . 6 / 3 . 6 ) + P 2 ( 4 . 2 / 4 . 2 ) + P 3 ( 4 . 9 / 4 . 9 ) + P 4 ( 4 . 4 / 4 . 4 ) + P 5 ( 2 . 5 / 2 . 5 ) + P 6 ( 5 . 4 / 5 . 4 ) = 2 5 k i p s ( S e c t . 4 . 3 . 3 . 4 . 1 ) P2 28 1 7 -17 8 9 d = 8𝑣 ℎ3 𝐸 � � � � + 𝑣ℎ 10 0 0 � � 𝑎 + ℎ𝑏 ∆𝑎 35 of 427 Do ng E n g i n e e r i n g I n c . 22 U N I T S R E S I D E N C E , 3 0 , 5 8 2 S F G R O S S B U I L D I N G A R E A 32 2 N . H A R B O R B L V D , S A N T A A N A , C A 9 2 7 0 3 Jo b # : 2 4 0 0 2 2 Da t e : 6 / 1 3 / 2 0 2 4 PL A N : 1 CO D E : C B C 2 0 2 2 Ma x p a n e l d e f l e c t i o n : = 0 . 0 2 " | 4 * d * 1 . 4 = 0 . 1 3 " < 0 . 0 2 x 1 0 8 = 2 . 1 6 " 11 . 7 5 8. 0 0 7. 5 0 9. 5 0 13 . 2 5 11 . 0 0 4. 5 0 9. 7 5 33 . 2 5 5. 5 0 2. 5 0 12 . 0 0 OV E R T U R N A N A L Y S I S Le f t S i d e Ho l d D o w n (1 ) C S 1 6 (1 ) C S 1 6 (1 ) C S 1 6 (1 ) C S 1 6 (1 ) C S 1 6 (1 ) C S 1 6 Po s t S i z e 2x 4 2x 4 2x 4 2x 4 2x 4 2x 4 Te n s i o n ( k i p s ) 0. 8 0. 7 0. 7 0. 7 0. 9 0. 6 Co m . ( k i p s ) 1. 7 1. 8 1. 9 1. 8 1. 6 2. 0 Ri g h t S i d e Ho l d D o w n (1 ) C S 1 6 (1 ) C S 1 6 (1 ) C S 1 6 (1 ) C S 1 6 (1 ) C S 1 6 (1 ) C S 1 6 Po s t S i z e 2x 4 2x 4 2x 4 2x 4 2x 4 2x 4 Te n s i o n ( k i p s ) 0. 8 0. 7 0. 7 0. 7 0. 9 0. 6 Co m . ( k i p s ) 1. 7 1. 8 1. 9 1. 8 1. 6 2. 0 P1 P6 P5 P4 P3 Dr a g F o r c e : A: S i m p s o n M S T A 3 0 ( 1 8 8 0 L B ) - A l t o n e r o w ( 9 ) # 1 6 e a . s i d e o f s p l i c e Fr a m i n g C l i p s S p a c i n g S e e S h e a r W a l l S c h e d u l e 9.00 ft LI N E B . 4 ( D i r e c t i o n : X ) @ T H I R D F L O O R | W i n d : 3 0 1 5 l b s | S e i s m i c : 6 2 6 8 l b s | S h e a r P a n e l T y p e : A | ( þ = 1 ) To t a l L e n g t h = 1 2 8 . 5 f t | T o t a l S h e a r W a l l L e n g t h = 5 5 . 7 5 f t | S h e a r D i a p h r a g m = 7 0 p l f | D e s i g n S h e a r W a l l = 5 4 p l f ( W i n d ) / 1 1 2 p l f ( S e i s m i c ) Se i s m i c L o a d C o m b i n a t i o n : ( 1 . 0 + 0 . 1 4 S DS )D + H + F + 0 . 7 Q E ( C o m p r e s s i o n ) | L o a d C o m b i n a t i o n U s e : ( 0 . 6 - 0 . 1 4 S DS )D + H + 0 . 7 Q E ( T e n s i o n ) W i n d L o a d C o m b i n a t i o n : D + 0 . 7 5 L + 0 . 7 5 ( 0 . 6 W ) ( C o m p r e s s i o n ) | L o a d C o m b i n a t i o n U s e : 0 . 6 D + H + 0 . 6 W ( T e n s i o n ) Se i s m i c C a p a c i t y : P 1 ( 1 . 8 / 1 . 8 ) + P 2 ( 2 . 1 / 2 . 1 ) + P 3 ( 2 . 4 / 2 . 4 ) + P 4 ( 2 . 1 / 2 . 1 ) + P 5 ( 1 . 2 / 1 . 2 ) + P 6 ( 2 . 6 / 2 . 6 ) = 1 2 . 2 k i p s ( S e c t . 4 . 3 . 3 . 4 . 1 ) W i n d C a p a c i t y : P 1 ( 2 . 5 / 2 . 5 ) + P 2 ( 2 . 9 / 2 . 9 ) + P 3 ( 3 . 4 / 3 . 4 ) + P 4 ( 3 / 3 ) + P 5 ( 1 . 7 / 1 . 7 ) + P 6 ( 3 . 7 / 3 . 7 ) = 1 7 . 2 k i p s ( S e c t . 4 . 3 . 3 . 4 . 1 ) P2 14 1 7 -90 0 d = 8𝑣 ℎ3 𝐸 � � � � + 𝑣ℎ 10 0 0 � � 𝑎 + ℎ𝑏 ∆𝑎 36 of 427 Do ng E n g i n e e r i n g I n c . 22 U N I T S R E S I D E N C E , 3 0 , 5 8 2 S F G R O S S B U I L D I N G A R E A 32 2 N . H A R B O R B L V D , S A N T A A N A , C A 9 2 7 0 3 Jo b # : 2 4 0 0 2 2 Da t e : 6 / 1 3 / 2 0 2 4 PL A N : 1 CO D E : C B C 2 0 2 2 Ma x p a n e l d e f l e c t i o n : = 0 . 1 8 " | 4 * d * 1 . 4 = 1 . 0 4 " < 0 . 0 2 x 1 0 8 = 2 . 1 6 " 13 . 0 0 19 . 7 5 4. 5 0 8. 0 0 13 . 5 0 19 . 7 5 13 . 5 0 8. 0 0 4. 5 0 9. 7 5 14 . 5 0 OV E R T U R N A N A L Y S I S Le f t S i d e Ho l d D o w n HD U 4 HD U 5 HD U 4 HD U 5 HD U 5 Po s t S i z e 4x 4 4x 4 4x 4 4x 4 4x 4 Te n s i o n ( k i p s ) 3. 5 4. 8 3. 5 4. 8 4. 6 Co m . ( k i p s ) 4. 0 3. 2 4. 0 3. 2 3. 3 Ri g h t S i d e Ho l d D o w n HD U 4 HD U 5 HD U 4 HD U 5 HD U 5 Po s t S i z e 4x 4 4x 4 4x 4 4x 4 4x 4 Te n s i o n ( k i p s ) 3. 5 4. 8 3. 5 4. 8 4. 6 Co m . ( k i p s ) 4. 0 3. 2 4. 0 3. 2 3. 3 An c h o r B o l t 5/ 8 " x 1 2 " [7 ] [3 ] [7 ] [3 ] [3 ] sp a c e d e q u a l l y P1 P5 P4 P3 Dr a g F o r c e : A: S i m p s o n M S T A 3 0 ( 1 8 8 0 L B ) - A l t o n e r o w ( 9 ) # 1 6 e a . s i d e o f s p l i c e | B : S i m p s o n S T 6 2 2 4 ( 2 5 0 6 L B ) - A l t t w o r o w ( 6 ) # 1 6 e a . s i d e o f s p l i c e C: S i m p s o n M S T 4 8 ( 3 7 6 0 L B ) - A l t t w o r o w ( 9 ) # 1 6 E a . s i d e o f s p l i c e Fr a m i n g C l i p s S p a c i n g S e e S h e a r W a l l S c h e d u l e 9.00 ft LI N E C . 2 ( D i r e c t i o n : X ) @ F I R S T F L O O R | W i n d : 8 7 1 8 l b s | S e i s m i c : 1 7 3 7 1 l b s | S h e a r P a n e l T y p e : B | ( þ = 1 ) To t a l L e n g t h = 1 2 8 . 7 5 f t | T o t a l S h e a r W a l l L e n g t h = 6 5 . 2 5 f t | S h e a r D i a p h r a g m = 2 1 6 p l f | D e s i g n S h e a r W a l l = 1 3 4 p l f ( W i n d ) / 2 6 6 p l f ( S e i s m i c ) Se i s m i c L o a d C o m b i n a t i o n : ( 1 . 0 + 0 . 1 4 S DS )D + H + F + 0 . 7 Q E ( C o m p r e s s i o n ) | L o a d C o m b i n a t i o n U s e : ( 0 . 6 - 0 . 1 4 S DS )D + H + 0 . 7 Q E ( T e n s i o n ) W i n d L o a d C o m b i n a t i o n : D + 0 . 7 5 L + 0 . 7 5 ( 0 . 6 W ) ( C o m p r e s s i o n ) | L o a d C o m b i n a t i o n U s e : 0 . 6 D + H + 0 . 6 W ( T e n s i o n ) Se i s m i c C a p a c i t y : P 1 ( 6 . 3 / 6 . 3 ) + P 2 ( 2 . 6 / 2 . 6 ) + P 3 ( 6 . 3 / 6 . 3 ) + P 4 ( 2 . 6 / 2 . 6 ) + P 5 ( 3 . 1 / 3 . 1 ) = 2 0 . 9 k i p s ( S e c t . 4 . 3 . 3 . 4 . 1 ) W i n d C a p a c i t y : P 1 ( 8 . 8 / 8 . 8 ) + P 2 ( 3 . 6 / 3 . 6 ) + P 3 ( 8 . 8 / 8 . 8 ) + P 4 ( 3 . 6 / 3 . 6 ) + P 5 ( 4 . 4 / 4 . 4 ) = 2 9 . 2 k i p s ( S e c t . 4 . 3 . 3 . 4 . 1 ) P2 28 0 8 -32 8 9 d = 8𝑣 ℎ3 𝐸 � � � � + 𝑣ℎ 10 0 0 � � 𝑎 + ℎ𝑏 ∆𝑎 37 of 427 Do ng E n g i n e e r i n g I n c . 22 U N I T S R E S I D E N C E , 3 0 , 5 8 2 S F G R O S S B U I L D I N G A R E A 32 2 N . H A R B O R B L V D , S A N T A A N A , C A 9 2 7 0 3 Jo b # : 2 4 0 0 2 2 Da t e : 6 / 1 3 / 2 0 2 4 PL A N : 1 CO D E : C B C 2 0 2 2 Ma x p a n e l d e f l e c t i o n : = 0 . 0 5 " | 4 * d * 1 . 4 = 0 . 2 9 " < 0 . 0 2 x 1 0 8 = 2 . 1 6 " 13 . 0 0 19 . 7 5 4. 5 0 8. 0 0 13 . 5 0 19 . 7 5 13 . 5 0 8. 0 0 4. 5 0 9. 7 5 14 . 5 0 OV E R T U R N A N A L Y S I S Le f t S i d e Ho l d D o w n (1 ) C S 1 6 (2 ) C S 1 6 (1 ) C S 1 6 (2 ) C S 1 6 (2 ) C S 1 6 Po s t S i z e 2x 4 2- 2 x 4 2x 4 2- 2 x 4 2- 2 x 4 Te n s i o n ( k i p s ) 1. 7 2. 6 1. 7 2. 6 2. 4 Co m . ( k i p s ) 3. 5 2. 7 3. 5 2. 7 2. 8 Ri g h t S i d e Ho l d D o w n (1 ) C S 1 6 (2 ) C S 1 6 (1 ) C S 1 6 (2 ) C S 1 6 (2 ) C S 1 6 Po s t S i z e 2x 4 2- 2 x 4 2x 4 2- 2 x 4 2- 2 x 4 Te n s i o n ( k i p s ) 1. 7 2. 6 1. 7 2. 6 2. 4 Co m . ( k i p s ) 3. 5 2. 7 3. 5 2. 7 2. 8 P1 P5 P4 P3 Dr a g F o r c e : A: S i m p s o n M S T A 3 0 ( 1 8 8 0 L B ) - A l t o n e r o w ( 9 ) # 1 6 e a . s i d e o f s p l i c e | B : S i m p s o n S T 6 2 2 4 ( 2 5 0 6 L B ) - A l t t w o r o w ( 6 ) # 1 6 e a . s i d e o f s p l i c e Fr a m i n g C l i p s S p a c i n g S e e S h e a r W a l l S c h e d u l e 9.00 ft LI N E C . 3 ( D i r e c t i o n : X ) @ S E C O N D F L O O R | W i n d : 6 1 2 7 l b s | S e i s m i c : 1 4 1 2 0 l b s | S h e a r P a n e l T y p e : A | ( þ = 1 ) To t a l L e n g t h = 1 2 8 . 7 5 f t | T o t a l S h e a r W a l l L e n g t h = 6 5 . 2 5 f t | S h e a r D i a p h r a g m = 1 5 7 p l f | D e s i g n S h e a r W a l l = 9 4 p l f ( W i n d ) / 2 1 6 p l f ( S e i s m i c ) Se i s m i c L o a d C o m b i n a t i o n : ( 1 . 0 + 0 . 1 4 S DS )D + H + F + 0 . 7 Q E ( C o m p r e s s i o n ) | L o a d C o m b i n a t i o n U s e : ( 0 . 6 - 0 . 1 4 S DS )D + H + 0 . 7 Q E ( T e n s i o n ) W i n d L o a d C o m b i n a t i o n : D + 0 . 7 5 L + 0 . 7 5 ( 0 . 6 W ) ( C o m p r e s s i o n ) | L o a d C o m b i n a t i o n U s e : 0 . 6 D + H + 0 . 6 W ( T e n s i o n ) Se i s m i c C a p a c i t y : P 1 ( 4 . 3 / 4 . 3 ) + P 2 ( 1 . 8 / 1 . 8 ) + P 3 ( 4 . 3 / 4 . 3 ) + P 4 ( 1 . 8 / 1 . 8 ) + P 5 ( 2 . 1 / 2 . 1 ) = 1 4 . 3 k i p s ( S e c t . 4 . 3 . 3 . 4 . 1 ) W i n d C a p a c i t y : P 1 ( 6 . 1 / 6 . 1 ) + P 2 ( 2 . 5 / 2 . 5 ) + P 3 ( 6 . 1 / 6 . 1 ) + P 4 ( 2 . 5 / 2 . 5 ) + P 5 ( 3 / 3 ) = 2 0 . 2 k i p s ( S e c t . 4 . 3 . 3 . 4 . 1 ) P2 20 3 7 -23 8 6 d = 8𝑣 ℎ3 𝐸 � � � � + 𝑣ℎ 10 0 0 � � 𝑎 + ℎ𝑏 ∆𝑎 38 of 427 Do ng E n g i n e e r i n g I n c . 22 U N I T S R E S I D E N C E , 3 0 , 5 8 2 S F G R O S S B U I L D I N G A R E A 32 2 N . H A R B O R B L V D , S A N T A A N A , C A 9 2 7 0 3 Jo b # : 2 4 0 0 2 2 Da t e : 6 / 1 3 / 2 0 2 4 PL A N : 1 CO D E : C B C 2 0 2 2 Ma x p a n e l d e f l e c t i o n : = 0 . 0 2 " | 4 * d * 1 . 4 = 0 . 1 2 " < 0 . 0 2 x 1 0 8 = 2 . 1 6 " 13 . 0 0 19 . 7 5 4. 5 0 8. 0 0 13 . 5 0 19 . 7 5 13 . 5 0 8. 0 0 4. 5 0 9. 7 5 14 . 5 0 OV E R T U R N A N A L Y S I S Le f t S i d e Ho l d D o w n (1 ) C S 1 6 (1 ) C S 1 6 (1 ) C S 1 6 (1 ) C S 1 6 (1 ) C S 1 6 Po s t S i z e 2x 4 2x 4 2x 4 2x 4 2x 4 Te n s i o n ( k i p s ) 0. 4 0. 8 0. 4 0. 8 0. 7 Co m . ( k i p s ) 2. 5 1. 7 2. 5 1. 7 1. 8 Ri g h t S i d e Ho l d D o w n (1 ) C S 1 6 (1 ) C S 1 6 (1 ) C S 1 6 (1 ) C S 1 6 (1 ) C S 1 6 Po s t S i z e 2x 4 2x 4 2x 4 2x 4 2x 4 Te n s i o n ( k i p s ) 0. 4 0. 8 0. 4 0. 8 0. 7 Co m . ( k i p s ) 2. 5 1. 7 2. 5 1. 7 1. 8 P1 P5 P4 P3 Dr a g F o r c e : A: S i m p s o n M S T A 3 0 ( 1 8 8 0 L B ) - A l t o n e r o w ( 9 ) # 1 6 e a . s i d e o f s p l i c e Fr a m i n g C l i p s S p a c i n g S e e S h e a r W a l l S c h e d u l e 9.00 ft LI N E C . 4 ( D i r e c t i o n : X ) @ T H I R D F L O O R | W i n d : 3 4 1 7 l b s | S e i s m i c : 7 1 0 3 l b s | S h e a r P a n e l T y p e : A | ( þ = 1 ) To t a l L e n g t h = 1 2 8 . 7 5 f t | T o t a l S h e a r W a l l L e n g t h = 6 5 . 2 5 f t | S h e a r D i a p h r a g m = 7 9 p l f | D e s i g n S h e a r W a l l = 5 2 p l f ( W i n d ) / 1 0 9 p l f ( S e i s m i c ) Se i s m i c L o a d C o m b i n a t i o n : ( 1 . 0 + 0 . 1 4 S DS )D + H + F + 0 . 7 Q E ( C o m p r e s s i o n ) | L o a d C o m b i n a t i o n U s e : ( 0 . 6 - 0 . 1 4 S DS )D + H + 0 . 7 Q E ( T e n s i o n ) W i n d L o a d C o m b i n a t i o n : D + 0 . 7 5 L + 0 . 7 5 ( 0 . 6 W ) ( C o m p r e s s i o n ) | L o a d C o m b i n a t i o n U s e : 0 . 6 D + H + 0 . 6 W ( T e n s i o n ) Se i s m i c C a p a c i t y : P 1 ( 4 . 3 / 4 . 3 ) + P 2 ( 1 . 8 / 1 . 8 ) + P 3 ( 4 . 3 / 4 . 3 ) + P 4 ( 1 . 8 / 1 . 8 ) + P 5 ( 2 . 1 / 2 . 1 ) = 1 4 . 3 k i p s ( S e c t . 4 . 3 . 3 . 4 . 1 ) W i n d C a p a c i t y : P 1 ( 6 . 1 / 6 . 1 ) + P 2 ( 2 . 5 / 2 . 5 ) + P 3 ( 6 . 1 / 6 . 1 ) + P 4 ( 2 . 5 / 2 . 5 ) + P 5 ( 3 / 3 ) = 2 0 . 2 k i p s ( S e c t . 4 . 3 . 3 . 4 . 1 ) P2 10 2 5 -12 0 0 d = 8𝑣 ℎ3 𝐸 � � � � + 𝑣ℎ 10 0 0 � � 𝑎 + ℎ𝑏 ∆𝑎 39 of 427 Do ng E n g i n e e r i n g I n c . 22 U N I T S R E S I D E N C E , 3 0 , 5 8 2 S F G R O S S B U I L D I N G A R E A 32 2 N . H A R B O R B L V D , S A N T A A N A , C A 9 2 7 0 3 Jo b # : 2 4 0 0 2 2 Da t e : 6 / 1 3 / 2 0 2 4 PL A N : 1 CO D E : C B C 2 0 2 2 Ma x p a n e l d e f l e c t i o n : = 0 . 3 2 " | 4 * d * 1 . 4 = 1 . 7 7 " < 0 . 0 2 x 1 0 8 = 2 . 1 6 " 4. 0 0 7. 5 0 2. 7 5 5. 2 5 2. 7 5 7. 5 0 7. 7 5 7. 5 0 2. 7 5 5. 2 5 2. 7 5 7. 5 0 7. 7 5 7. 5 0 2. 7 5 2. 7 5 9. 5 0 5. 5 0 OV E R T U R N A N A L Y S I S Le f t S i d e Ho l d D o w n HD U 5 HD U 5 HD U 2 HD U 5 HD U 5 HD U 2 HD U 5 HD U 4 HD U 5 Po s t S i z e 4x 4 4x 4 4x 4 4x 4 4x 4 4x 4 4x 4 4x 4 4x 4 Te n s i o n ( k i p s ) 5. 0 5. 1 2. 7 5. 0 5. 1 2. 7 5. 0 4. 5 5. 3 Co m . ( k i p s ) 2. 8 3. 6 3. 6 3. 2 3. 6 3. 6 3. 2 3. 5 3. 1 Ri g h t S i d e Ho l d D o w n HD U 5 HD U 2 HD U 5 HD U 5 HD U 2 HD U 5 HD U 5 HD U 4 HD U 5 Po s t S i z e 4x 4 4x 4 4x 4 4x 4 4x 4 4x 4 4x 4 4x 4 4x 4 Te n s i o n ( k i p s ) 5. 0 2. 7 5. 1 5. 0 2. 7 5. 1 5. 0 4. 5 5. 3 Co m . ( k i p s ) 2. 8 3. 6 3. 6 3. 2 3. 6 3. 6 3. 2 3. 5 3. 1 An c h o r B o l t 5/ 8 " x 1 2 " [2 ] [2 ] [2 ] [2 ] [2 ] [2 ] [2 ] [2 ] [2 ] sp a c e d e q u a l l y P1 2 6. 0 0 P1 1 P9 P1 0 6. 0 0 P8 P4 P5 6. 0 0 P7 P6 6. 0 0 6. 0 0 P2 P3 Dr a g F o r c e : A: S i m p s o n M S T A 3 0 ( 1 8 8 0 L B ) - A l t o n e r o w ( 9 ) # 1 6 e a . s i d e o f s p l i c e Fr a m i n g C l i p s S p a c i n g S e e S h e a r W a l l S c h e d u l e 9.00 ft LI N E D . 2 ( D i r e c t i o n : X ) @ F I R S T F L O O R | W i n d : 7 0 5 2 l b s | S e i s m i c : 1 4 0 4 9 l b s | S h e a r P a n e l T y p e : D | ( þ = 1 ) To t a l L e n g t h = 1 2 9 f t | T o t a l S h e a r W a l l L e n g t h = 5 2 f t | S h e a r D i a p h r a g m = 1 7 4 p l f | D e s i g n S h e a r W a l l = 1 3 7 p l f ( W i n d ) / 2 7 3 p l f ( S e i s m i c ) Se i s m i c L o a d C o m b i n a t i o n : ( 1 . 0 + 0 . 1 4 S DS )D + H + F + 0 . 7 Q E ( C o m p r e s s i o n ) | L o a d C o m b i n a t i o n U s e : ( 0 . 6 - 0 . 1 4 S DS )D + H + 0 . 7 Q E ( T e n s i o n ) W i n d L o a d C o m b i n a t i o n : D + 0 . 7 5 L + 0 . 7 5 ( 0 . 6 W ) ( C o m p r e s s i o n ) | L o a d C o m b i n a t i o n U s e : 0 . 6 D + H + 0 . 6 W ( T e n s i o n ) Se i s m i c C a p a c i t y : P 1 ( 1 . 9 / 2 . 1 ) + P 2 ( 1 . 5 / 1 . 5 ) + P 3 ( 2 . 8 / 2 . 8 ) + P 4 ( 1 . 5 / 1 . 5 ) + P 5 ( 4 . 1 / 4 . 1 ) + P 6 ( 1 . 5 / 1 . 5 ) + P 7 ( 2 . 8 / 2 . 8 ) + P 8 ( 1 . 5 / 1 . 5 ) + P 9 ( 4 . 1 / 4 . 1 ) + P 1 0 ( 1 . 5 / 1 . 5 ) + P 1 1 ( 1 . 5 / 1 . 5 ) + P1 2 ( 2 . 9 / 2 . 9 ) = 2 7 . 6 k i p s ( S e c t . 4 . 3 . 3 . 4 . 1 ) W i n d C a p a c i t y : P 1 ( 2 . 6 / 3 ) + P 2 ( 2 / 2 ) + P 3 ( 3 . 9 / 3 . 9 ) + P 4 ( 2 / 2 ) + P 5 ( 5 . 8 / 5 . 8 ) + P 6 ( 2 / 2 ) + P 7 ( 3 . 9 / 3 . 9 ) + P 8 ( 2 / 2 ) + P 9 ( 5 . 8 / 5 . 8 ) + P 1 0 ( 2 / 2 ) + P 1 1 ( 2 / 2 ) + P 1 2 ( 4 . 1 / 4 . 1 ) = 3 8 . 1 k i p s (S e c t . 4 . 3 . 3 . 4 . 1 ) P1 90 8 -17 9 8 d = 8𝑣 ℎ3 𝐸 � � � � + 𝑣ℎ 10 0 0 � � 𝑎 + ℎ𝑏 ∆𝑎 40 of 427 Do ng E n g i n e e r i n g I n c . 22 U N I T S R E S I D E N C E , 3 0 , 5 8 2 S F G R O S S B U I L D I N G A R E A 32 2 N . H A R B O R B L V D , S A N T A A N A , C A 9 2 7 0 3 Jo b # : 2 4 0 0 2 2 Da t e : 6 / 1 3 / 2 0 2 4 PL A N : 1 CO D E : C B C 2 0 2 2 Ma x p a n e l d e f l e c t i o n : = 0 . 0 4 " | 4 * d * 1 . 4 = 0 . 2 2 " < 0 . 0 2 x 1 0 8 = 2 . 1 6 " 4. 0 0 7. 5 0 2. 7 5 5. 2 5 2. 7 5 7. 5 0 7. 7 5 7. 5 0 2. 7 5 5. 2 5 2. 7 5 7. 5 0 7. 7 5 7. 5 0 2. 7 5 2. 7 5 9. 5 0 5. 5 0 OV E R T U R N A N A L Y S I S Le f t S i d e Ho l d D o w n (2 ) C S 1 6 (2 ) C S 1 6 (2 ) C S 1 6 (2 ) C S 1 6 (2 ) C S 1 6 (2 ) C S 1 6 (2 ) C S 1 6 (2 ) C S 1 6 (2 ) C S 1 6 Po s t S i z e 2- 2 x 4 2- 2 x 4 2- 2 x 4 2- 2 x 4 2- 2 x 4 2- 2 x 4 2- 2 x 4 2- 2 x 4 2- 2 x 4 Te n s i o n ( k i p s ) 2. 7 2. 4 1. 8 2. 6 2. 4 1. 8 2. 6 2. 3 2. 9 Co m . ( k i p s ) 2. 3 3. 2 3. 2 2. 7 3. 2 3. 2 2. 7 3. 0 2. 6 Ri g h t S i d e Ho l d D o w n (2 ) C S 1 6 (2 ) C S 1 6 (2 ) C S 1 6 (2 ) C S 1 6 (2 ) C S 1 6 (2 ) C S 1 6 (2 ) C S 1 6 (2 ) C S 1 6 (2 ) C S 1 6 Po s t S i z e 2- 2 x 4 2- 2 x 4 2- 2 x 4 2- 2 x 4 2- 2 x 4 2- 2 x 4 2- 2 x 4 2- 2 x 4 2- 2 x 4 Te n s i o n ( k i p s ) 2. 7 1. 8 2. 4 2. 6 1. 8 2. 4 2. 6 2. 3 2. 9 Co m . ( k i p s ) 2. 3 3. 2 3. 2 2. 7 3. 2 3. 2 2. 7 3. 0 2. 6 P1 2 6. 0 0 P1 1 P9 P1 0 6. 0 0 P8 P4 P5 6. 0 0 P7 P6 6. 0 0 6. 0 0 P2 P3 Dr a g F o r c e : A: S i m p s o n M S T A 3 0 ( 1 8 8 0 L B ) - A l t o n e r o w ( 9 ) # 1 6 e a . s i d e o f s p l i c e Fr a m i n g C l i p s S p a c i n g S e e S h e a r W a l l S c h e d u l e 9.00 ft LI N E D . 3 ( D i r e c t i o n : X ) @ S E C O N D F L O O R | W i n d : 4 9 5 6 l b s | S e i s m i c : 1 1 4 2 0 l b s | S h e a r P a n e l T y p e : C | ( þ = 1 ) To t a l L e n g t h = 1 2 9 f t | T o t a l S h e a r W a l l L e n g t h = 5 2 f t | S h e a r D i a p h r a g m = 1 2 6 p l f | D e s i g n S h e a r W a l l = 9 6 p l f ( W i n d ) / 2 2 2 p l f ( S e i s m i c ) Se i s m i c L o a d C o m b i n a t i o n : ( 1 . 0 + 0 . 1 4 S DS )D + H + F + 0 . 7 Q E ( C o m p r e s s i o n ) | L o a d C o m b i n a t i o n U s e : ( 0 . 6 - 0 . 1 4 S DS )D + H + 0 . 7 Q E ( T e n s i o n ) W i n d L o a d C o m b i n a t i o n : D + 0 . 7 5 L + 0 . 7 5 ( 0 . 6 W ) ( C o m p r e s s i o n ) | L o a d C o m b i n a t i o n U s e : 0 . 6 D + H + 0 . 6 W ( T e n s i o n ) Se i s m i c C a p a c i t y : P 1 ( 1 . 5 / 1 . 6 ) + P 2 ( 1 . 1 / 1 . 1 ) + P 3 ( 2 . 2 / 2 . 2 ) + P 4 ( 1 . 1 / 1 . 1 ) + P 5 ( 3 . 2 / 3 . 2 ) + P 6 ( 1 . 1 / 1 . 1 ) + P 7 ( 2 . 2 / 2 . 2 ) + P 8 ( 1 . 1 / 1 . 1 ) + P 9 ( 3 . 2 / 3 . 2 ) + P 1 0 ( 1 . 1 / 1 . 1 ) + P 1 1 ( 1 . 1 / 1 . 1 ) + P1 2 ( 2 . 3 / 2 . 3 ) = 2 1 . 2 k i p s ( S e c t . 4 . 3 . 3 . 4 . 1 ) W i n d C a p a c i t y : P 1 ( 2 / 2 . 3 ) + P 2 ( 1 . 6 / 1 . 6 ) + P 3 ( 3 / 3 ) + P 4 ( 1 . 6 / 1 . 6 ) + P 5 ( 4 . 5 / 4 . 5 ) + P 6 ( 1 . 6 / 1 . 6 ) + P 7 ( 3 / 3 ) + P 8 ( 1 . 6 / 1 . 6 ) + P 9 ( 4 . 5 / 4 . 5 ) + P 1 0 ( 1 . 6 / 1 . 6 ) + P 1 1 ( 1 . 6 / 1 . 6 ) + P1 2 ( 3 . 2 / 3 . 2 ) = 2 9 . 8 k i p s ( S e c t . 4 . 3 . 3 . 4 . 1 ) P1 65 9 -13 0 5 d = 8𝑣 ℎ3 𝐸 � � � � + 𝑣ℎ 10 0 0 � � 𝑎 + ℎ𝑏 ∆𝑎 41 of 427 Do ng E n g i n e e r i n g I n c . 22 U N I T S R E S I D E N C E , 3 0 , 5 8 2 S F G R O S S B U I L D I N G A R E A 32 2 N . H A R B O R B L V D , S A N T A A N A , C A 9 2 7 0 3 Jo b # : 2 4 0 0 2 2 Da t e : 6 / 1 3 / 2 0 2 4 PL A N : 1 CO D E : C B C 2 0 2 2 Ma x p a n e l d e f l e c t i o n : = 0 . 0 3 " | 4 * d * 1 . 4 = 0 . 1 5 " < 0 . 0 2 x 1 0 8 = 2 . 1 6 " 4. 0 0 7. 5 0 2. 7 5 5. 2 5 2. 7 5 7. 5 0 7. 7 5 7. 5 0 2. 7 5 5. 2 5 2. 7 5 7. 5 0 7. 7 5 7. 5 0 2. 7 5 2. 7 5 9. 5 0 5. 5 0 OV E R T U R N A N A L Y S I S Le f t S i d e Ho l d D o w n (1 ) C S 1 6 (1 ) C S 1 6 (1 ) C S 1 6 (1 ) C S 1 6 (1 ) C S 1 6 (1 ) C S 1 6 (1 ) C S 1 6 (1 ) C S 1 6 (1 ) C S 1 6 Po s t S i z e 2x 4 2x 4 2x 4 2x 4 2x 4 2x 4 2x 4 2x 4 2x 4 Te n s i o n ( k i p s ) 0. 9 0. 6 0. 6 0. 8 0. 6 0. 6 0. 8 0. 7 0. 9 Co m . ( k i p s ) 1. 3 2. 1 2. 1 1. 7 2. 1 2. 1 1. 7 1. 9 1. 5 Ri g h t S i d e Ho l d D o w n (1 ) C S 1 6 (1 ) C S 1 6 (1 ) C S 1 6 (1 ) C S 1 6 (1 ) C S 1 6 (1 ) C S 1 6 (1 ) C S 1 6 (1 ) C S 1 6 (1 ) C S 1 6 Po s t S i z e 2x 4 2x 4 2x 4 2x 4 2x 4 2x 4 2x 4 2x 4 2x 4 Te n s i o n ( k i p s ) 0. 9 0. 6 0. 6 0. 8 0. 6 0. 6 0. 8 0. 7 0. 9 Co m . ( k i p s ) 1. 3 2. 1 2. 1 1. 7 2. 1 2. 1 1. 7 1. 9 1. 5 P1 2 6. 0 0 P1 1 P9 P1 0 6. 0 0 P8 P4 P5 6. 0 0 P7 P6 6. 0 0 6. 0 0 P2 P3 Dr a g F o r c e : A: S i m p s o n M S T A 3 0 ( 1 8 8 0 L B ) - A l t o n e r o w ( 9 ) # 1 6 e a . s i d e o f s p l i c e Fr a m i n g C l i p s S p a c i n g S e e S h e a r W a l l S c h e d u l e 9.00 ft LI N E D . 4 ( D i r e c t i o n : X ) @ T H I R D F L O O R | W i n d : 2 7 6 4 l b s | S e i s m i c : 5 7 4 5 l b s | S h e a r P a n e l T y p e : A | ( þ = 1 ) To t a l L e n g t h = 1 2 9 f t | T o t a l S h e a r W a l l L e n g t h = 5 2 f t | S h e a r D i a p h r a g m = 6 4 p l f | D e s i g n S h e a r W a l l = 5 4 p l f ( W i n d ) / 1 1 1 p l f ( S e i s m i c ) Se i s m i c L o a d C o m b i n a t i o n : ( 1 . 0 + 0 . 1 4 S DS )D + H + F + 0 . 7 Q E ( C o m p r e s s i o n ) | L o a d C o m b i n a t i o n U s e : ( 0 . 6 - 0 . 1 4 S DS )D + H + 0 . 7 Q E ( T e n s i o n ) W i n d L o a d C o m b i n a t i o n : D + 0 . 7 5 L + 0 . 7 5 ( 0 . 6 W ) ( C o m p r e s s i o n ) | L o a d C o m b i n a t i o n U s e : 0 . 6 D + H + 0 . 6 W ( T e n s i o n ) Se i s m i c C a p a c i t y : P 1 ( 0 . 8 / 0 . 9 ) + P 2 ( 0 . 6 / 0 . 6 ) + P 3 ( 1 . 2 / 1 . 2 ) + P 4 ( 0 . 6 / 0 . 6 ) + P 5 ( 1 . 7 / 1 . 7 ) + P 6 ( 0 . 6 / 0 . 6 ) + P 7 ( 1 . 2 / 1 . 2 ) + P 8 ( 0 . 6 / 0 . 6 ) + P 9 ( 1 . 7 / 1 . 7 ) + P 1 0 ( 0 . 6 / 0 . 6 ) + P 1 1 ( 0 . 6 / 0 . 6 ) + P1 2 ( 1 . 2 / 1 . 2 ) = 1 1 . 4 k i p s ( S e c t . 4 . 3 . 3 . 4 . 1 ) W i n d C a p a c i t y : P 1 ( 1 . 1 / 1 . 2 ) + P 2 ( 0 . 8 / 0 . 8 ) + P 3 ( 1 . 6 / 1 . 6 ) + P 4 ( 0 . 8 / 0 . 8 ) + P 5 ( 2 . 4 / 2 . 4 ) + P 6 ( 0 . 8 / 0 . 8 ) + P 7 ( 1 . 6 / 1 . 6 ) + P 8 ( 0 . 8 / 0 . 8 ) + P 9 ( 2 . 4 / 2 . 4 ) + P 1 0 ( 0 . 8 / 0 . 8 ) + P 1 1 ( 0 . 8 / 0 . 8 ) + P1 2 ( 1 . 7 / 1 . 7 ) = 1 5 . 6 k i p s ( S e c t . 4 . 3 . 3 . 4 . 1 ) P1 33 1 -65 6 d = 8𝑣 ℎ3 𝐸 � � � � + 𝑣ℎ 10 0 0 � � 𝑎 + ℎ𝑏 ∆𝑎 42 of 427 Dong Engineering Inc. 22 UNITS RESIDENCE, 30,582 SF GROSS BUILDING AREA 322 N.HARBOR BLVD, SANTA ANA, CA 92703 Job#: 240022 Date: 6/13/2024 PLAN: 1 CODE: CBC 2022 Wind = Seismic = A B C D E F G H I J K L 5.00 3.25 Design Force = Wall Height = Wall Length = Window size = Bottom header = Top of window sill = Force Above Window (B & C)=2500 x (9 - 6.5 + 3 / 2) / 10.25 = 976 lbs Shear =976 / (9 - 6.5) = 390 plf Force Below Window (J & K)=2500 x (6.5 - 3 / 2) / 10.25 = 1220 lbs Shear =1220 / (6.5 - 3) = 349 plf Force on Left pier (E & G)=2500 x (5 + 2 / 2) / 10.25 = 1463 lbs Shear =1463 / 5 = 293 plf Force on Right pier (F & H)=2500 x (3.25 + 2 / 2) / 10.25 = 1037 lbs Shear =1037 / 3.25 = 319 plf Drag force at header =390 x 2 / 2 = 390 lbs Drag force at window sill =349 x 2 / 2 = 349 lbs Upper left sub panel shear (A)=(1463 - 390) / 5 = 215 plf Upper right sub panel shear (D)=(1037 - 390) / 3.25 = 199 plf Lower left sub panel shear (I)=(2195 - 1415) / 3.5 = 223 plf Lower right sub panel shear (L)=(2195 - 1415) / 3.5 = 223 plf Maximum sub panel shear =390 plf => USE TYPE C Maximum drag force =390 lbs => USE DRAG (1)CS16 Shear Wall With Opening: Shear Wall # 1.2 @ P1 & P2 3.50 ft 9. 0 0 f t 2.00 3061 lbs 2500 lbs 2500 lbs 9.00 ft 10.25 ft 2ft x 3ft 6.50 ft 43 of 427 Dong Engineering Inc. 22 UNITS RESIDENCE, 30,582 SF GROSS BUILDING AREA 322 N.HARBOR BLVD, SANTA ANA, CA 92703 Job#: 240022 Date: 6/13/2024 PLAN: 1 CODE: CBC 2022 Wind = Seismic = A B C D E F G H I J K L 3.25 4.00 Design Force = Wall Height = Wall Length = Window size = Bottom header = Top of window sill = Force Above Window (B & C)=2197 x (9 - 6.5 + 3 / 2) / 11.25 = 781 lbs Shear =781 / (9 - 6.5) = 312 plf Force Below Window (J & K)=2197 x (6.5 - 3 / 2) / 11.25 = 976 lbs Shear =976 / (6.5 - 3) = 279 plf Force on Left pier (E & G)=2197 x (3.25 + 4 / 2) / 11.25 = 1025 lbs Shear =1025 / 3.25 = 315 plf Force on Right pier (F & H)=2197 x (4 + 4 / 2) / 11.25 = 1172 lbs Shear =1172 / 4 = 293 plf Drag force at header =312 x 4 / 2 = 624 lbs Drag force at window sill =279 x 4 / 2 = 558 lbs Upper left sub panel shear (A)=(1025 - 624) / 3.25 = 123 plf Upper right sub panel shear (D)=(1172 - 624) / 4 = 137 plf Lower left sub panel shear (I)=(1758 - 1254) / 3.5 = 144 plf Lower right sub panel shear (L)=(1758 - 1254) / 3.5 = 144 plf Maximum sub panel shear =315 plf => USE TYPE C Maximum drag force =624 lbs => USE DRAG (1)CS16 Shear Wall With Opening: Shear Wall # 1.2 @ P2 & P3 3.50 ft 9. 0 0 f t 4.00 2690 lbs 2197 lbs 2197 lbs 9.00 ft 11.25 ft 4ft x 3ft 6.50 ft 44 of 427 Dong Engineering Inc. 22 UNITS RESIDENCE, 30,582 SF GROSS BUILDING AREA 322 N.HARBOR BLVD, SANTA ANA, CA 92703 Job#: 240022 Date: 6/13/2024 PLAN: 1 CODE: CBC 2022 Wind = Seismic = A B C D E F G H I J K L 2.50 7.50 Design Force = Wall Height = Wall Length = Window size = Bottom header = Top of window sill = Force Above Window (B & C)=3030 x (9 - 6.5 + 3 / 2) / 14 = 866 lbs Shear =866 / (9 - 6.5) = 346 plf Force Below Window (J & K)=3030 x (6.5 - 3 / 2) / 14 = 1082 lbs Shear =1082 / (6.5 - 3) = 309 plf Force on Left pier (E & G)=3030 x (2.5 + 4 / 2) / 14 = 974 lbs Shear =974 / 2.5 = 390 plf Force on Right pier (F & H)=3030 x (7.5 + 4 / 2) / 14 = 2056 lbs Shear =2056 / 7.5 = 274 plf Drag force at header =346 x 4 / 2 = 692 lbs Drag force at window sill =309 x 4 / 2 = 618 lbs Upper left sub panel shear (A)=(974 - 692) / 2.5 = 113 plf Upper right sub panel shear (D)=(2056 - 692) / 7.5 = 182 plf Lower left sub panel shear (I)=(1948 - 1450) / 3.5 = 142 plf Lower right sub panel shear (L)=(1948 - 1450) / 3.5 = 142 plf Maximum sub panel shear =390 plf => USE TYPE D Maximum drag force =692 lbs => USE DRAG (1)CS16 Shear Wall With Opening: Shear Wall # 1.2 @ P4 & P5 3.50 ft 9. 0 0 f t 4.00 3711 lbs 3030 lbs 3030 lbs 9.00 ft 14.00 ft 4ft x 3ft 6.50 ft 45 of 427 Dong Engineering Inc. 22 UNITS RESIDENCE, 30,582 SF GROSS BUILDING AREA 322 N.HARBOR BLVD, SANTA ANA, CA 92703 Job#: 240022 Date: 6/13/2024 PLAN: 1 CODE: CBC 2022 Wind = Seismic = A B C D E F G H I J K L 7.50 6.00 Design Force = Wall Height = Wall Length = Window size = Bottom header = Top of window sill = Force Above Window (B & C)=4091 x (9 - 6.5 + 3 / 2) / 15.5 = 1056 lbs Shear =1056 / (9 - 6.5) = 422 plf Force Below Window (J & K)=4091 x (6.5 - 3 / 2) / 15.5 = 1320 lbs Shear =1320 / (6.5 - 3) = 377 plf Force on Left pier (E & G)=4091 x (7.5 + 2 / 2) / 15.5 = 2243 lbs Shear =2243 / 7.5 = 299 plf Force on Right pier (F & H)=4091 x (6 + 2 / 2) / 15.5 = 1848 lbs Shear =1848 / 6 = 308 plf Drag force at header =422 x 2 / 2 = 422 lbs Drag force at window sill =377 x 2 / 2 = 377 lbs Upper left sub panel shear (A)=(2243 - 422) / 7.5 = 243 plf Upper right sub panel shear (D)=(1848 - 422) / 6 = 238 plf Lower left sub panel shear (I)=(2375 - 1505) / 3.5 = 249 plf Lower right sub panel shear (L)=(2375 - 1505) / 3.5 = 249 plf Maximum sub panel shear =422 plf => USE TYPE D Maximum drag force =422 lbs => USE DRAG (1)CS16 Shear Wall With Opening: Shear Wall # 1.2 @ P5 & P6 3.50 ft 9. 0 0 f t 2.00 5010 lbs 4091 lbs 4091 lbs 9.00 ft 15.50 ft 2ft x 3ft 6.50 ft 46 of 427 Dong Engineering Inc. 22 UNITS RESIDENCE, 30,582 SF GROSS BUILDING AREA 322 N.HARBOR BLVD, SANTA ANA, CA 92703 Job#: 240022 Date: 6/13/2024 PLAN: 1 CODE: CBC 2022 Wind = Seismic = A B C D E F G H I J K L 5.25 3.75 Design Force = Wall Height = Wall Length = Window size = Bottom header = Top of window sill = Force Above Window (B & C)=2148 x (9 - 6.5 + 3 / 2) / 11 = 781 lbs Shear =781 / (9 - 6.5) = 312 plf Force Below Window (J & K)=2148 x (6.5 - 3 / 2) / 11 = 976 lbs Shear =976 / (6.5 - 3) = 279 plf Force on Left pier (E & G)=2148 x (5.25 + 2 / 2) / 11 = 1220 lbs Shear =1220 / 5.25 = 232 plf Force on Right pier (F & H)=2148 x (3.75 + 2 / 2) / 11 = 928 lbs Shear =928 / 3.75 = 247 plf Drag force at header =312 x 2 / 2 = 312 lbs Drag force at window sill =279 x 2 / 2 = 279 lbs Upper left sub panel shear (A)=(1220 - 312) / 5.25 = 173 plf Upper right sub panel shear (D)=(928 - 312) / 3.75 = 164 plf Lower left sub panel shear (I)=(1757 - 1130) / 3.5 = 179 plf Lower right sub panel shear (L)=(1757 - 1130) / 3.5 = 179 plf Maximum sub panel shear =312 plf => USE TYPE B Maximum drag force =312 lbs => USE DRAG (1)CS16 Shear Wall With Opening: Shear Wall # 1.3 @ P1 & P2 3.50 ft 9. 0 0 f t 2.00 2243 lbs 2148 lbs 2148 lbs 9.00 ft 11.00 ft 2ft x 3ft 6.50 ft 47 of 427 Dong Engineering Inc. 22 UNITS RESIDENCE, 30,582 SF GROSS BUILDING AREA 322 N.HARBOR BLVD, SANTA ANA, CA 92703 Job#: 240022 Date: 6/13/2024 PLAN: 1 CODE: CBC 2022 Wind = Seismic = A B C D E F G H I J K L 3.75 4.00 Design Force = Wall Height = Wall Length = Window size = Bottom header = Top of window sill = Force Above Window (B & C)=1850 x (9 - 6.5 + 3 / 2) / 11.75 = 630 lbs Shear =630 / (9 - 6.5) = 252 plf Force Below Window (J & K)=1850 x (6.5 - 3 / 2) / 11.75 = 787 lbs Shear =787 / (6.5 - 3) = 225 plf Force on Left pier (E & G)=1850 x (3.75 + 4 / 2) / 11.75 = 905 lbs Shear =905 / 3.75 = 241 plf Force on Right pier (F & H)=1850 x (4 + 4 / 2) / 11.75 = 945 lbs Shear =945 / 4 = 236 plf Drag force at header =252 x 4 / 2 = 504 lbs Drag force at window sill =225 x 4 / 2 = 450 lbs Upper left sub panel shear (A)=(905 - 504) / 3.75 = 107 plf Upper right sub panel shear (D)=(945 - 504) / 4 = 110 plf Lower left sub panel shear (I)=(1417 - 992) / 3.5 = 121 plf Lower right sub panel shear (L)=(1417 - 992) / 3.5 = 121 plf Maximum sub panel shear =252 plf => USE TYPE B Maximum drag force =504 lbs => USE DRAG (1)CS16 Shear Wall With Opening: Shear Wall # 1.3 @ P2 & P3 3.50 ft 9. 0 0 f t 4.00 1932 lbs 1850 lbs 1850 lbs 9.00 ft 11.75 ft 4ft x 3ft 6.50 ft 48 of 427 Dong Engineering Inc. 22 UNITS RESIDENCE, 30,582 SF GROSS BUILDING AREA 322 N.HARBOR BLVD, SANTA ANA, CA 92703 Job#: 240022 Date: 6/13/2024 PLAN: 1 CODE: CBC 2022 Wind = Seismic = A B C D E F G H I J K L 2.50 7.50 Design Force = Wall Height = Wall Length = Window size = Bottom header = Top of window sill = Force Above Window (B & C)=2387 x (9 - 6.5 + 3 / 2) / 14 = 682 lbs Shear =682 / (9 - 6.5) = 273 plf Force Below Window (J & K)=2387 x (6.5 - 3 / 2) / 14 = 852 lbs Shear =852 / (6.5 - 3) = 243 plf Force on Left pier (E & G)=2387 x (2.5 + 4 / 2) / 14 = 767 lbs Shear =767 / 2.5 = 307 plf Force on Right pier (F & H)=2387 x (7.5 + 4 / 2) / 14 = 1620 lbs Shear =1620 / 7.5 = 216 plf Drag force at header =273 x 4 / 2 = 546 lbs Drag force at window sill =243 x 4 / 2 = 486 lbs Upper left sub panel shear (A)=(767 - 546) / 2.5 = 88 plf Upper right sub panel shear (D)=(1620 - 546) / 7.5 = 143 plf Lower left sub panel shear (I)=(1534 - 1142) / 3.5 = 112 plf Lower right sub panel shear (L)=(1534 - 1142) / 3.5 = 112 plf Maximum sub panel shear =307 plf => USE TYPE C Maximum drag force =546 lbs => USE DRAG (1)CS16 Shear Wall With Opening: Shear Wall # 1.3 @ P4 & P5 3.50 ft 9. 0 0 f t 4.00 2493 lbs 2387 lbs 2387 lbs 9.00 ft 14.00 ft 4ft x 3ft 6.50 ft 49 of 427 Dong Engineering Inc. 22 UNITS RESIDENCE, 30,582 SF GROSS BUILDING AREA 322 N.HARBOR BLVD, SANTA ANA, CA 92703 Job#: 240022 Date: 6/13/2024 PLAN: 1 CODE: CBC 2022 Wind = Seismic = A B C D E F G H I J K L 7.50 6.00 Design Force = Wall Height = Wall Length = Window size = Bottom header = Top of window sill = Force Above Window (B & C)=3222 x (9 - 6.5 + 3 / 2) / 15.5 = 831 lbs Shear =831 / (9 - 6.5) = 332 plf Force Below Window (J & K)=3222 x (6.5 - 3 / 2) / 15.5 = 1039 lbs Shear =1039 / (6.5 - 3) = 297 plf Force on Left pier (E & G)=3222 x (7.5 + 2 / 2) / 15.5 = 1767 lbs Shear =1767 / 7.5 = 236 plf Force on Right pier (F & H)=3222 x (6 + 2 / 2) / 15.5 = 1455 lbs Shear =1455 / 6 = 242 plf Drag force at header =332 x 2 / 2 = 332 lbs Drag force at window sill =297 x 2 / 2 = 297 lbs Upper left sub panel shear (A)=(1767 - 332) / 7.5 = 191 plf Upper right sub panel shear (D)=(1455 - 332) / 6 = 187 plf Lower left sub panel shear (I)=(1871 - 1184) / 3.5 = 196 plf Lower right sub panel shear (L)=(1871 - 1184) / 3.5 = 196 plf Maximum sub panel shear =332 plf => USE TYPE C Maximum drag force =332 lbs => USE DRAG (1)CS16 Shear Wall With Opening: Shear Wall # 1.3 @ P5 & P6 3.50 ft 9. 0 0 f t 2.00 3365 lbs 3222 lbs 3222 lbs 9.00 ft 15.50 ft 2ft x 3ft 6.50 ft 50 of 427 Dong Engineering Inc. 22 UNITS RESIDENCE, 30,582 SF GROSS BUILDING AREA 322 N.HARBOR BLVD, SANTA ANA, CA 92703 Job#: 240022 Date: 6/13/2024 PLAN: 1 CODE: CBC 2022 Wind = Seismic = A B C D E F G H I J K L 5.25 3.75 Design Force = Wall Height = Wall Length = Window size = Bottom header = Top of window sill = Force Above Window (B & C)=1073 x (9 - 6.5 + 3 / 2) / 11 = 390 lbs Shear =390 / (9 - 6.5) = 156 plf Force Below Window (J & K)=1073 x (6.5 - 3 / 2) / 11 = 488 lbs Shear =488 / (6.5 - 3) = 139 plf Force on Left pier (E & G)=1073 x (5.25 + 2 / 2) / 11 = 610 lbs Shear =610 / 5.25 = 116 plf Force on Right pier (F & H)=1073 x (3.75 + 2 / 2) / 11 = 463 lbs Shear =463 / 3.75 = 123 plf Drag force at header =156 x 2 / 2 = 156 lbs Drag force at window sill =139 x 2 / 2 = 139 lbs Upper left sub panel shear (A)=(610 - 156) / 5.25 = 86 plf Upper right sub panel shear (D)=(463 - 156) / 3.75 = 82 plf Lower left sub panel shear (I)=(878 - 564) / 3.5 = 90 plf Lower right sub panel shear (L)=(878 - 564) / 3.5 = 90 plf Maximum sub panel shear =156 plf => USE TYPE A Maximum drag force =156 lbs => USE DRAG (1)CS16 Shear Wall With Opening: Shear Wall # 1.4 @ P1 & P2 3.50 ft 9. 0 0 f t 2.00 1194 lbs 1073 lbs 1073 lbs 9.00 ft 11.00 ft 2ft x 3ft 6.50 ft 51 of 427 Dong Engineering Inc. 22 UNITS RESIDENCE, 30,582 SF GROSS BUILDING AREA 322 N.HARBOR BLVD, SANTA ANA, CA 92703 Job#: 240022 Date: 6/13/2024 PLAN: 1 CODE: CBC 2022 Wind = Seismic = A B C D E F G H I J K L 3.75 4.00 Design Force = Wall Height = Wall Length = Window size = Bottom header = Top of window sill = Force Above Window (B & C)=924 x (9 - 6.5 + 3 / 2) / 11.75 = 315 lbs Shear =315 / (9 - 6.5) = 126 plf Force Below Window (J & K)=924 x (6.5 - 3 / 2) / 11.75 = 393 lbs Shear =393 / (6.5 - 3) = 112 plf Force on Left pier (E & G)=924 x (3.75 + 4 / 2) / 11.75 = 452 lbs Shear =452 / 3.75 = 121 plf Force on Right pier (F & H)=924 x (4 + 4 / 2) / 11.75 = 472 lbs Shear =472 / 4 = 118 plf Drag force at header =126 x 4 / 2 = 252 lbs Drag force at window sill =112 x 4 / 2 = 224 lbs Upper left sub panel shear (A)=(452 - 252) / 3.75 = 53 plf Upper right sub panel shear (D)=(472 - 252) / 4 = 55 plf Lower left sub panel shear (I)=(708 - 496) / 3.5 = 61 plf Lower right sub panel shear (L)=(708 - 496) / 3.5 = 61 plf Maximum sub panel shear =126 plf => USE TYPE A Maximum drag force =252 lbs => USE DRAG (1)CS16 Shear Wall With Opening: Shear Wall # 1.4 @ P2 & P3 3.50 ft 9. 0 0 f t 4.00 1028 lbs 924 lbs 924 lbs 9.00 ft 11.75 ft 4ft x 3ft 6.50 ft 52 of 427 Dong Engineering Inc. 22 UNITS RESIDENCE, 30,582 SF GROSS BUILDING AREA 322 N.HARBOR BLVD, SANTA ANA, CA 92703 Job#: 240022 Date: 6/13/2024 PLAN: 1 CODE: CBC 2022 Wind = Seismic = A B C D E F G H I J K L 2.50 7.50 Design Force = Wall Height = Wall Length = Window size = Bottom header = Top of window sill = Force Above Window (B & C)=1193 x (9 - 6.5 + 3 / 2) / 14 = 341 lbs Shear =341 / (9 - 6.5) = 136 plf Force Below Window (J & K)=1193 x (6.5 - 3 / 2) / 14 = 426 lbs Shear =426 / (6.5 - 3) = 122 plf Force on Left pier (E & G)=1193 x (2.5 + 4 / 2) / 14 = 383 lbs Shear =383 / 2.5 = 153 plf Force on Right pier (F & H)=1193 x (7.5 + 4 / 2) / 14 = 810 lbs Shear =810 / 7.5 = 108 plf Drag force at header =136 x 4 / 2 = 272 lbs Drag force at window sill =122 x 4 / 2 = 244 lbs Upper left sub panel shear (A)=(383 - 272) / 2.5 = 44 plf Upper right sub panel shear (D)=(810 - 272) / 7.5 = 72 plf Lower left sub panel shear (I)=(767 - 571) / 3.5 = 56 plf Lower right sub panel shear (L)=(767 - 571) / 3.5 = 56 plf Maximum sub panel shear =153 plf => USE TYPE A Maximum drag force =272 lbs => USE DRAG (1)CS16 Shear Wall With Opening: Shear Wall # 1.4 @ P4 & P5 3.50 ft 9. 0 0 f t 4.00 1327 lbs 1193 lbs 1193 lbs 9.00 ft 14.00 ft 4ft x 3ft 6.50 ft 53 of 427 Dong Engineering Inc. 22 UNITS RESIDENCE, 30,582 SF GROSS BUILDING AREA 322 N.HARBOR BLVD, SANTA ANA, CA 92703 Job#: 240022 Date: 6/13/2024 PLAN: 1 CODE: CBC 2022 Wind = Seismic = A B C D E F G H I J K L 7.50 6.00 Design Force = Wall Height = Wall Length = Window size = Bottom header = Top of window sill = Force Above Window (B & C)=1610 x (9 - 6.5 + 3 / 2) / 15.5 = 415 lbs Shear =415 / (9 - 6.5) = 166 plf Force Below Window (J & K)=1610 x (6.5 - 3 / 2) / 15.5 = 519 lbs Shear =519 / (6.5 - 3) = 148 plf Force on Left pier (E & G)=1610 x (7.5 + 2 / 2) / 15.5 = 883 lbs Shear =883 / 7.5 = 118 plf Force on Right pier (F & H)=1610 x (6 + 2 / 2) / 15.5 = 727 lbs Shear =727 / 6 = 121 plf Drag force at header =166 x 2 / 2 = 166 lbs Drag force at window sill =148 x 2 / 2 = 148 lbs Upper left sub panel shear (A)=(883 - 166) / 7.5 = 96 plf Upper right sub panel shear (D)=(727 - 166) / 6 = 94 plf Lower left sub panel shear (I)=(935 - 592) / 3.5 = 98 plf Lower right sub panel shear (L)=(935 - 592) / 3.5 = 98 plf Maximum sub panel shear =166 plf => USE TYPE A Maximum drag force =166 lbs => USE DRAG (1)CS16 Shear Wall With Opening: Shear Wall # 1.4 @ P5 & P6 3.50 ft 9. 0 0 f t 2.00 1791 lbs 1610 lbs 1610 lbs 9.00 ft 15.50 ft 2ft x 3ft 6.50 ft 54 of 427 Dong Engineering Inc. 22 UNITS RESIDENCE, 30,582 SF GROSS BUILDING AREA 322 N.HARBOR BLVD, SANTA ANA, CA 92703 Job#: 240022 Date: 6/13/2024 PLAN: 1 CODE: CBC 2022 Wind = Seismic = A B C D E F G H I J K L 2.75 5.25 Design Force = Wall Height = Wall Length = Window size = Bottom header = Top of window sill = Force Above Window (B & C)=2180 x (9 - 6 + 2 / 2) / 14 = 623 lbs Shear =623 / (9 - 6) = 208 plf Force Below Window (J & K)=2180 x (6 - 2 / 2) / 14 = 779 lbs Shear =779 / (6 - 2) = 195 plf Force on Left pier (E & G)=2180 x (2.75 + 6 / 2) / 14 = 895 lbs Shear =895 / 2.75 = 325 plf Force on Right pier (F & H)=2180 x (5.25 + 6 / 2) / 14 = 1285 lbs Shear =1285 / 5.25 = 245 plf Drag force at header =208 x 6 / 2 = 624 lbs Drag force at window sill =195 x 6 / 2 = 585 lbs Upper left sub panel shear (A)=(895 - 624) / 2.75 = 99 plf Upper right sub panel shear (D)=(1285 - 624) / 5.25 = 126 plf Lower left sub panel shear (I)=(1401 - 948) / 4 = 113 plf Lower right sub panel shear (L)=(1401 - 948) / 4 = 113 plf Maximum sub panel shear =325 plf => USE TYPE D Maximum drag force =624 lbs => USE DRAG (1)CS16 Shear Wall With Opening: Shear Wall # D.2 @ P2 & P3 4.00 ft 9. 0 0 f t 6.00 1094 lbs 2180 lbs 2180 lbs 9.00 ft 14.00 ft 6ft x 2ft 6.00 ft 55 of 427 Dong Engineering Inc. 22 UNITS RESIDENCE, 30,582 SF GROSS BUILDING AREA 322 N.HARBOR BLVD, SANTA ANA, CA 92703 Job#: 240022 Date: 6/13/2024 PLAN: 1 CODE: CBC 2022 Wind = Seismic = A B C D E F G H I J K L 5.25 2.75 Design Force = Wall Height = Wall Length = Window size = Bottom header = Top of window sill = Force Above Window (B & C)=2180 x (9 - 6 + 2 / 2) / 14 = 623 lbs Shear =623 / (9 - 6) = 208 plf Force Below Window (J & K)=2180 x (6 - 2 / 2) / 14 = 779 lbs Shear =779 / (6 - 2) = 195 plf Force on Left pier (E & G)=2180 x (5.25 + 6 / 2) / 14 = 1285 lbs Shear =1285 / 5.25 = 245 plf Force on Right pier (F & H)=2180 x (2.75 + 6 / 2) / 14 = 895 lbs Shear =895 / 2.75 = 325 plf Drag force at header =208 x 6 / 2 = 624 lbs Drag force at window sill =195 x 6 / 2 = 585 lbs Upper left sub panel shear (A)=(1285 - 624) / 5.25 = 126 plf Upper right sub panel shear (D)=(895 - 624) / 2.75 = 99 plf Lower left sub panel shear (I)=(1401 - 868) / 4 = 133 plf Lower right sub panel shear (L)=(1401 - 868) / 4 = 133 plf Maximum sub panel shear =325 plf => USE TYPE D Maximum drag force =624 lbs => USE DRAG (1)CS16 Shear Wall With Opening: Shear Wall # D.2 @ P3 & P4 4.00 ft 9. 0 0 f t 6.00 1094 lbs 2180 lbs 2180 lbs 9.00 ft 14.00 ft 6ft x 2ft 6.00 ft 56 of 427 Dong Engineering Inc. 22 UNITS RESIDENCE, 30,582 SF GROSS BUILDING AREA 322 N.HARBOR BLVD, SANTA ANA, CA 92703 Job#: 240022 Date: 6/13/2024 PLAN: 1 CODE: CBC 2022 Wind = Seismic = A B C D E F G H I J K L 2.75 5.25 Design Force = Wall Height = Wall Length = Window size = Bottom header = Top of window sill = Force Above Window (B & C)=2180 x (9 - 6 + 2 / 2) / 14 = 623 lbs Shear =623 / (9 - 6) = 208 plf Force Below Window (J & K)=2180 x (6 - 2 / 2) / 14 = 779 lbs Shear =779 / (6 - 2) = 195 plf Force on Left pier (E & G)=2180 x (2.75 + 6 / 2) / 14 = 895 lbs Shear =895 / 2.75 = 325 plf Force on Right pier (F & H)=2180 x (5.25 + 6 / 2) / 14 = 1285 lbs Shear =1285 / 5.25 = 245 plf Drag force at header =208 x 6 / 2 = 624 lbs Drag force at window sill =195 x 6 / 2 = 585 lbs Upper left sub panel shear (A)=(895 - 624) / 2.75 = 99 plf Upper right sub panel shear (D)=(1285 - 624) / 5.25 = 126 plf Lower left sub panel shear (I)=(1401 - 948) / 4 = 113 plf Lower right sub panel shear (L)=(1401 - 948) / 4 = 113 plf Maximum sub panel shear =325 plf => USE TYPE D Maximum drag force =624 lbs => USE DRAG (1)CS16 Shear Wall With Opening: Shear Wall # D.2 @ P6 & P7 4.00 ft 9. 0 0 f t 6.00 1094 lbs 2180 lbs 2180 lbs 9.00 ft 14.00 ft 6ft x 2ft 6.00 ft 57 of 427 Dong Engineering Inc. 22 UNITS RESIDENCE, 30,582 SF GROSS BUILDING AREA 322 N.HARBOR BLVD, SANTA ANA, CA 92703 Job#: 240022 Date: 6/13/2024 PLAN: 1 CODE: CBC 2022 Wind = Seismic = A B C D E F G H I J K L 5.25 2.75 Design Force = Wall Height = Wall Length = Window size = Bottom header = Top of window sill = Force Above Window (B & C)=2180 x (9 - 6 + 2 / 2) / 14 = 623 lbs Shear =623 / (9 - 6) = 208 plf Force Below Window (J & K)=2180 x (6 - 2 / 2) / 14 = 779 lbs Shear =779 / (6 - 2) = 195 plf Force on Left pier (E & G)=2180 x (5.25 + 6 / 2) / 14 = 1285 lbs Shear =1285 / 5.25 = 245 plf Force on Right pier (F & H)=2180 x (2.75 + 6 / 2) / 14 = 895 lbs Shear =895 / 2.75 = 325 plf Drag force at header =208 x 6 / 2 = 624 lbs Drag force at window sill =195 x 6 / 2 = 585 lbs Upper left sub panel shear (A)=(1285 - 624) / 5.25 = 126 plf Upper right sub panel shear (D)=(895 - 624) / 2.75 = 99 plf Lower left sub panel shear (I)=(1401 - 868) / 4 = 133 plf Lower right sub panel shear (L)=(1401 - 868) / 4 = 133 plf Maximum sub panel shear =325 plf => USE TYPE D Maximum drag force =624 lbs => USE DRAG (1)CS16 Shear Wall With Opening: Shear Wall # D.2 @ P7 & P8 4.00 ft 9. 0 0 f t 6.00 1094 lbs 2180 lbs 2180 lbs 9.00 ft 14.00 ft 6ft x 2ft 6.00 ft 58 of 427 Dong Engineering Inc. 22 UNITS RESIDENCE, 30,582 SF GROSS BUILDING AREA 322 N.HARBOR BLVD, SANTA ANA, CA 92703 Job#: 240022 Date: 6/13/2024 PLAN: 1 CODE: CBC 2022 Wind = Seismic = A B C D E F G H I J K L 2.75 2.75 Design Force = Wall Height = Wall Length = Window size = Bottom header = Top of window sill = Force Above Window (B & C)=1499 x (9 - 6 + 2 / 2) / 11.5 = 521 lbs Shear =521 / (9 - 6) = 174 plf Force Below Window (J & K)=1499 x (6 - 2 / 2) / 11.5 = 652 lbs Shear =652 / (6 - 2) = 163 plf Force on Left pier (E & G)=1499 x (2.75 + 6 / 2) / 11.5 = 750 lbs Shear =750 / 2.75 = 273 plf Force on Right pier (F & H)=1499 x (2.75 + 6 / 2) / 11.5 = 750 lbs Shear =750 / 2.75 = 273 plf Drag force at header =174 x 6 / 2 = 522 lbs Drag force at window sill =163 x 6 / 2 = 489 lbs Upper left sub panel shear (A)=(750 - 522) / 2.75 = 83 plf Upper right sub panel shear (D)=(750 - 522) / 2.75 = 83 plf Lower left sub panel shear (I)=(1173 - 794) / 4 = 95 plf Lower right sub panel shear (L)=(1173 - 794) / 4 = 95 plf Maximum sub panel shear =273 plf => USE TYPE D Maximum drag force =522 lbs => USE DRAG (1)CS16 Shear Wall With Opening: Shear Wall # D.2 @ P10 & P11 4.00 ft 9. 0 0 f t 6.00 752 lbs 1499 lbs 1499 lbs 9.00 ft 11.50 ft 6ft x 2ft 6.00 ft 59 of 427 Dong Engineering Inc. 22 UNITS RESIDENCE, 30,582 SF GROSS BUILDING AREA 322 N.HARBOR BLVD, SANTA ANA, CA 92703 Job#: 240022 Date: 6/13/2024 PLAN: 1 CODE: CBC 2022 Wind = Seismic = A B C D E F G H I J K L 2.75 5.25 Design Force = Wall Height = Wall Length = Window size = Bottom header = Top of window sill = Force Above Window (B & C)=1772 x (9 - 6 + 2 / 2) / 14 = 506 lbs Shear =506 / (9 - 6) = 169 plf Force Below Window (J & K)=1772 x (6 - 2 / 2) / 14 = 633 lbs Shear =633 / (6 - 2) = 158 plf Force on Left pier (E & G)=1772 x (2.75 + 6 / 2) / 14 = 728 lbs Shear =728 / 2.75 = 265 plf Force on Right pier (F & H)=1772 x (5.25 + 6 / 2) / 14 = 1044 lbs Shear =1044 / 5.25 = 199 plf Drag force at header =169 x 6 / 2 = 507 lbs Drag force at window sill =158 x 6 / 2 = 474 lbs Upper left sub panel shear (A)=(728 - 507) / 2.75 = 80 plf Upper right sub panel shear (D)=(1044 - 507) / 5.25 = 102 plf Lower left sub panel shear (I)=(1139 - 771) / 4 = 92 plf Lower right sub panel shear (L)=(1139 - 771) / 4 = 92 plf Maximum sub panel shear =265 plf => USE TYPE C Maximum drag force =507 lbs => USE DRAG (1)CS16 Shear Wall With Opening: Shear Wall # D.3 @ P2 & P3 4.00 ft 9. 0 0 f t 6.00 769 lbs 1772 lbs 1772 lbs 9.00 ft 14.00 ft 6ft x 2ft 6.00 ft 60 of 427 Dong Engineering Inc. 22 UNITS RESIDENCE, 30,582 SF GROSS BUILDING AREA 322 N.HARBOR BLVD, SANTA ANA, CA 92703 Job#: 240022 Date: 6/13/2024 PLAN: 1 CODE: CBC 2022 Wind = Seismic = A B C D E F G H I J K L 5.25 2.75 Design Force = Wall Height = Wall Length = Window size = Bottom header = Top of window sill = Force Above Window (B & C)=1772 x (9 - 6 + 2 / 2) / 14 = 506 lbs Shear =506 / (9 - 6) = 169 plf Force Below Window (J & K)=1772 x (6 - 2 / 2) / 14 = 633 lbs Shear =633 / (6 - 2) = 158 plf Force on Left pier (E & G)=1772 x (5.25 + 6 / 2) / 14 = 1044 lbs Shear =1044 / 5.25 = 199 plf Force on Right pier (F & H)=1772 x (2.75 + 6 / 2) / 14 = 728 lbs Shear =728 / 2.75 = 265 plf Drag force at header =169 x 6 / 2 = 507 lbs Drag force at window sill =158 x 6 / 2 = 474 lbs Upper left sub panel shear (A)=(1044 - 507) / 5.25 = 102 plf Upper right sub panel shear (D)=(728 - 507) / 2.75 = 80 plf Lower left sub panel shear (I)=(1139 - 705) / 4 = 108 plf Lower right sub panel shear (L)=(1139 - 705) / 4 = 108 plf Maximum sub panel shear =265 plf => USE TYPE C Maximum drag force =507 lbs => USE DRAG (1)CS16 Shear Wall With Opening: Shear Wall # D.3 @ P3 & P4 4.00 ft 9. 0 0 f t 6.00 769 lbs 1772 lbs 1772 lbs 9.00 ft 14.00 ft 6ft x 2ft 6.00 ft 61 of 427 Dong Engineering Inc. 22 UNITS RESIDENCE, 30,582 SF GROSS BUILDING AREA 322 N.HARBOR BLVD, SANTA ANA, CA 92703 Job#: 240022 Date: 6/13/2024 PLAN: 1 CODE: CBC 2022 Wind = Seismic = A B C D E F G H I J K L 2.75 5.25 Design Force = Wall Height = Wall Length = Window size = Bottom header = Top of window sill = Force Above Window (B & C)=1772 x (9 - 6 + 2 / 2) / 14 = 506 lbs Shear =506 / (9 - 6) = 169 plf Force Below Window (J & K)=1772 x (6 - 2 / 2) / 14 = 633 lbs Shear =633 / (6 - 2) = 158 plf Force on Left pier (E & G)=1772 x (2.75 + 6 / 2) / 14 = 728 lbs Shear =728 / 2.75 = 265 plf Force on Right pier (F & H)=1772 x (5.25 + 6 / 2) / 14 = 1044 lbs Shear =1044 / 5.25 = 199 plf Drag force at header =169 x 6 / 2 = 507 lbs Drag force at window sill =158 x 6 / 2 = 474 lbs Upper left sub panel shear (A)=(728 - 507) / 2.75 = 80 plf Upper right sub panel shear (D)=(1044 - 507) / 5.25 = 102 plf Lower left sub panel shear (I)=(1139 - 771) / 4 = 92 plf Lower right sub panel shear (L)=(1139 - 771) / 4 = 92 plf Maximum sub panel shear =265 plf => USE TYPE C Maximum drag force =507 lbs => USE DRAG (1)CS16 Shear Wall With Opening: Shear Wall # D.3 @ P6 & P7 4.00 ft 9. 0 0 f t 6.00 769 lbs 1772 lbs 1772 lbs 9.00 ft 14.00 ft 6ft x 2ft 6.00 ft 62 of 427 Dong Engineering Inc. 22 UNITS RESIDENCE, 30,582 SF GROSS BUILDING AREA 322 N.HARBOR BLVD, SANTA ANA, CA 92703 Job#: 240022 Date: 6/13/2024 PLAN: 1 CODE: CBC 2022 Wind = Seismic = A B C D E F G H I J K L 5.25 2.75 Design Force = Wall Height = Wall Length = Window size = Bottom header = Top of window sill = Force Above Window (B & C)=1772 x (9 - 6 + 2 / 2) / 14 = 506 lbs Shear =506 / (9 - 6) = 169 plf Force Below Window (J & K)=1772 x (6 - 2 / 2) / 14 = 633 lbs Shear =633 / (6 - 2) = 158 plf Force on Left pier (E & G)=1772 x (5.25 + 6 / 2) / 14 = 1044 lbs Shear =1044 / 5.25 = 199 plf Force on Right pier (F & H)=1772 x (2.75 + 6 / 2) / 14 = 728 lbs Shear =728 / 2.75 = 265 plf Drag force at header =169 x 6 / 2 = 507 lbs Drag force at window sill =158 x 6 / 2 = 474 lbs Upper left sub panel shear (A)=(1044 - 507) / 5.25 = 102 plf Upper right sub panel shear (D)=(728 - 507) / 2.75 = 80 plf Lower left sub panel shear (I)=(1139 - 705) / 4 = 108 plf Lower right sub panel shear (L)=(1139 - 705) / 4 = 108 plf Maximum sub panel shear =265 plf => USE TYPE C Maximum drag force =507 lbs => USE DRAG (1)CS16 Shear Wall With Opening: Shear Wall # D.3 @ P7 & P8 4.00 ft 9. 0 0 f t 6.00 769 lbs 1772 lbs 1772 lbs 9.00 ft 14.00 ft 6ft x 2ft 6.00 ft 63 of 427 Dong Engineering Inc. 22 UNITS RESIDENCE, 30,582 SF GROSS BUILDING AREA 322 N.HARBOR BLVD, SANTA ANA, CA 92703 Job#: 240022 Date: 6/13/2024 PLAN: 1 CODE: CBC 2022 Wind = Seismic = A B C D E F G H I J K L 2.75 2.75 Design Force = Wall Height = Wall Length = Window size = Bottom header = Top of window sill = Force Above Window (B & C)=1218 x (9 - 6 + 2 / 2) / 11.5 = 424 lbs Shear =424 / (9 - 6) = 141 plf Force Below Window (J & K)=1218 x (6 - 2 / 2) / 11.5 = 530 lbs Shear =530 / (6 - 2) = 132 plf Force on Left pier (E & G)=1218 x (2.75 + 6 / 2) / 11.5 = 609 lbs Shear =609 / 2.75 = 221 plf Force on Right pier (F & H)=1218 x (2.75 + 6 / 2) / 11.5 = 609 lbs Shear =609 / 2.75 = 221 plf Drag force at header =141 x 6 / 2 = 423 lbs Drag force at window sill =132 x 6 / 2 = 396 lbs Upper left sub panel shear (A)=(609 - 423) / 2.75 = 68 plf Upper right sub panel shear (D)=(609 - 423) / 2.75 = 68 plf Lower left sub panel shear (I)=(953 - 645) / 4 = 77 plf Lower right sub panel shear (L)=(953 - 645) / 4 = 77 plf Maximum sub panel shear =221 plf => USE TYPE C Maximum drag force =423 lbs => USE DRAG (1)CS16 Shear Wall With Opening: Shear Wall # D.3 @ P10 & P11 4.00 ft 9. 0 0 f t 6.00 529 lbs 1218 lbs 1218 lbs 9.00 ft 11.50 ft 6ft x 2ft 6.00 ft 64 of 427 Dong Engineering Inc. 22 UNITS RESIDENCE, 30,582 SF GROSS BUILDING AREA 322 N.HARBOR BLVD, SANTA ANA, CA 92703 Job#: 240022 Date: 6/13/2024 PLAN: 1 CODE: CBC 2022 Wind = Seismic = A B C D E F G H I J K L 2.75 5.25 Design Force = Wall Height = Wall Length = Window size = Bottom header = Top of window sill = Force Above Window (B & C)=891 x (9 - 6.5 + 3 / 2) / 14 = 255 lbs Shear =255 / (9 - 6.5) = 102 plf Force Below Window (J & K)=891 x (6.5 - 3 / 2) / 14 = 318 lbs Shear =318 / (6.5 - 3) = 91 plf Force on Left pier (E & G)=891 x (2.75 + 6 / 2) / 14 = 366 lbs Shear =366 / 2.75 = 133 plf Force on Right pier (F & H)=891 x (5.25 + 6 / 2) / 14 = 525 lbs Shear =525 / 5.25 = 100 plf Drag force at header =102 x 6 / 2 = 306 lbs Drag force at window sill =91 x 6 / 2 = 273 lbs Upper left sub panel shear (A)=(366 - 306) / 2.75 = 22 plf Upper right sub panel shear (D)=(525 - 306) / 5.25 = 42 plf Lower left sub panel shear (I)=(573 - 455) / 3.5 = 34 plf Lower right sub panel shear (L)=(573 - 455) / 3.5 = 34 plf Maximum sub panel shear =133 plf => USE TYPE A Maximum drag force =306 lbs => USE DRAG (1)CS16 Shear Wall With Opening: Shear Wall # D.4 @ P2 & P3 3.50 ft 9. 0 0 f t 6.00 429 lbs 891 lbs 891 lbs 9.00 ft 14.00 ft 6ft x 3ft 6.50 ft 65 of 427 Dong Engineering Inc. 22 UNITS RESIDENCE, 30,582 SF GROSS BUILDING AREA 322 N.HARBOR BLVD, SANTA ANA, CA 92703 Job#: 240022 Date: 6/13/2024 PLAN: 1 CODE: CBC 2022 Wind = Seismic = A B C D E F G H I J K L 5.25 2.75 Design Force = Wall Height = Wall Length = Window size = Bottom header = Top of window sill = Force Above Window (B & C)=891 x (9 - 6.5 + 3 / 2) / 14 = 255 lbs Shear =255 / (9 - 6.5) = 102 plf Force Below Window (J & K)=891 x (6.5 - 3 / 2) / 14 = 318 lbs Shear =318 / (6.5 - 3) = 91 plf Force on Left pier (E & G)=891 x (5.25 + 6 / 2) / 14 = 525 lbs Shear =525 / 5.25 = 100 plf Force on Right pier (F & H)=891 x (2.75 + 6 / 2) / 14 = 366 lbs Shear =366 / 2.75 = 133 plf Drag force at header =102 x 6 / 2 = 306 lbs Drag force at window sill =91 x 6 / 2 = 273 lbs Upper left sub panel shear (A)=(525 - 306) / 5.25 = 42 plf Upper right sub panel shear (D)=(366 - 306) / 2.75 = 22 plf Lower left sub panel shear (I)=(573 - 405) / 3.5 = 48 plf Lower right sub panel shear (L)=(573 - 405) / 3.5 = 48 plf Maximum sub panel shear =133 plf => USE TYPE A Maximum drag force =306 lbs => USE DRAG (1)CS16 Shear Wall With Opening: Shear Wall # D.4 @ P3 & P4 3.50 ft 9. 0 0 f t 6.00 429 lbs 891 lbs 891 lbs 9.00 ft 14.00 ft 6ft x 3ft 6.50 ft 66 of 427 Dong Engineering Inc. 22 UNITS RESIDENCE, 30,582 SF GROSS BUILDING AREA 322 N.HARBOR BLVD, SANTA ANA, CA 92703 Job#: 240022 Date: 6/13/2024 PLAN: 1 CODE: CBC 2022 Wind = Seismic = A B C D E F G H I J K L 2.75 5.25 Design Force = Wall Height = Wall Length = Window size = Bottom header = Top of window sill = Force Above Window (B & C)=891 x (9 - 6.5 + 3 / 2) / 14 = 255 lbs Shear =255 / (9 - 6.5) = 102 plf Force Below Window (J & K)=891 x (6.5 - 3 / 2) / 14 = 318 lbs Shear =318 / (6.5 - 3) = 91 plf Force on Left pier (E & G)=891 x (2.75 + 6 / 2) / 14 = 366 lbs Shear =366 / 2.75 = 133 plf Force on Right pier (F & H)=891 x (5.25 + 6 / 2) / 14 = 525 lbs Shear =525 / 5.25 = 100 plf Drag force at header =102 x 6 / 2 = 306 lbs Drag force at window sill =91 x 6 / 2 = 273 lbs Upper left sub panel shear (A)=(366 - 306) / 2.75 = 22 plf Upper right sub panel shear (D)=(525 - 306) / 5.25 = 42 plf Lower left sub panel shear (I)=(573 - 455) / 3.5 = 34 plf Lower right sub panel shear (L)=(573 - 455) / 3.5 = 34 plf Maximum sub panel shear =133 plf => USE TYPE A Maximum drag force =306 lbs => USE DRAG (1)CS16 Shear Wall With Opening: Shear Wall # D.4 @ P6 & P7 3.50 ft 9. 0 0 f t 6.00 429 lbs 891 lbs 891 lbs 9.00 ft 14.00 ft 6ft x 3ft 6.50 ft 67 of 427 Dong Engineering Inc. 22 UNITS RESIDENCE, 30,582 SF GROSS BUILDING AREA 322 N.HARBOR BLVD, SANTA ANA, CA 92703 Job#: 240022 Date: 6/13/2024 PLAN: 1 CODE: CBC 2022 Wind = Seismic = A B C D E F G H I J K L 5.25 2.75 Design Force = Wall Height = Wall Length = Window size = Bottom header = Top of window sill = Force Above Window (B & C)=891 x (9 - 6.5 + 3 / 2) / 14 = 255 lbs Shear =255 / (9 - 6.5) = 102 plf Force Below Window (J & K)=891 x (6.5 - 3 / 2) / 14 = 318 lbs Shear =318 / (6.5 - 3) = 91 plf Force on Left pier (E & G)=891 x (5.25 + 6 / 2) / 14 = 525 lbs Shear =525 / 5.25 = 100 plf Force on Right pier (F & H)=891 x (2.75 + 6 / 2) / 14 = 366 lbs Shear =366 / 2.75 = 133 plf Drag force at header =102 x 6 / 2 = 306 lbs Drag force at window sill =91 x 6 / 2 = 273 lbs Upper left sub panel shear (A)=(525 - 306) / 5.25 = 42 plf Upper right sub panel shear (D)=(366 - 306) / 2.75 = 22 plf Lower left sub panel shear (I)=(573 - 405) / 3.5 = 48 plf Lower right sub panel shear (L)=(573 - 405) / 3.5 = 48 plf Maximum sub panel shear =133 plf => USE TYPE A Maximum drag force =306 lbs => USE DRAG (1)CS16 Shear Wall With Opening: Shear Wall # D.4 @ P7 & P8 3.50 ft 9. 0 0 f t 6.00 429 lbs 891 lbs 891 lbs 9.00 ft 14.00 ft 6ft x 3ft 6.50 ft 68 of 427 Dong Engineering Inc. 22 UNITS RESIDENCE, 30,582 SF GROSS BUILDING AREA 322 N.HARBOR BLVD, SANTA ANA, CA 92703 Job#: 240022 Date: 6/13/2024 PLAN: 1 CODE: CBC 2022 Wind = Seismic = A B C D E F G H I J K L 2.75 2.75 Design Force = Wall Height = Wall Length = Window size = Bottom header = Top of window sill = Force Above Window (B & C)=613 x (9 - 6.5 + 3 / 2) / 11.5 = 213 lbs Shear =213 / (9 - 6.5) = 85 plf Force Below Window (J & K)=613 x (6.5 - 3 / 2) / 11.5 = 267 lbs Shear =267 / (6.5 - 3) = 76 plf Force on Left pier (E & G)=613 x (2.75 + 6 / 2) / 11.5 = 306 lbs Shear =306 / 2.75 = 111 plf Force on Right pier (F & H)=613 x (2.75 + 6 / 2) / 11.5 = 306 lbs Shear =306 / 2.75 = 111 plf Drag force at header =85 x 6 / 2 = 255 lbs Drag force at window sill =76 x 6 / 2 = 228 lbs Upper left sub panel shear (A)=(306 - 255) / 2.75 = 19 plf Upper right sub panel shear (D)=(306 - 255) / 2.75 = 19 plf Lower left sub panel shear (I)=(480 - 380) / 3.5 = 29 plf Lower right sub panel shear (L)=(480 - 380) / 3.5 = 29 plf Maximum sub panel shear =111 plf => USE TYPE A Maximum drag force =255 lbs => USE DRAG (1)CS16 Shear Wall With Opening: Shear Wall # D.4 @ P10 & P11 3.50 ft 9. 0 0 f t 6.00 295 lbs 613 lbs 613 lbs 9.00 ft 11.50 ft 6ft x 3ft 6.50 ft 69 of 427 Dong Engineering Inc. 22 UNITS RESIDENCE, 30,582 SF GROSS BUILDING AREA 322 N.HARBOR BLVD, SANTA ANA, CA 92703 Job#: 240022 Date: 6/14/2024 PLAN: 1 CODE: CBC 2022 Shear Wall (X-X Direction) Line Story Section Span Wind Seismic Added V (lb)H L v Type ###(ft)(plf)(plf)Wind Seismic (ft)(ft)(plf) A.2 1 1X 25 152 191 4506 10383 9 37.97 336 C A.3 2 1X 25 159 413 2513 5223 9 40.22 258 B A.4 3 1X 25 201 418 9 40.22 130 A B.2 1 1X 30 152 191 5407 12459 9 55.75 275 B B.3 2 1X 30 159 413 3015 6268 9 55.75 223 B B.4 3 1X 30 201 418 9 55.75 112 A C.2 1 1X 34 152 191 6127 14120 9 65.25 266 B C.3 2 1X 34 159 413 3417 7103 9 65.25 216 A C.4 3 1X 34 201 418 9 65.25 109 A D.2 1 1X 27.5 152 191 4956 11420 9 51.56 272 D D.3 2 1X 27.5 159 413 2764 5745 9 51.56 221 C D.4 3 1X 27.5 201 418 9 51.56 111 A SUMMARY SHEAR WALL V2 = Seismic*Span/2 + Added Vseismic Line shear V = Maximum(V1;V2) V1 = Wind*Span/2 + Added Vwind v(plf) = V/L 70 of 427 Dong Engineering Inc. 22 UNITS RESIDENCE, 30,582 SF GROSS BUILDING AREA 322 N.HARBOR BLVD, SANTA ANA, CA 92703 Job#: 240022 Date: 6/14/2024 PLAN: 1 CODE: CBC 2022 Shear Wall (Y-Y Direction) Line Story Section Span Wind Seismic Added V (lb)H L v Type ###(ft)(plf)(plf)Wind Seismic (ft)(ft)(plf) 1.2 1 1Y 36 181 91 7229 6921 9 28.25 371 D 1.3 2 1Y 36 188 192 3848 3459 9 29 249 C 1.4 3 1Y 36 214 192 9 29 133 A 2.2 1 1Y 52 181 91 10441 9997 9 44 344 B 2.3 2 1Y 52 188 192 5558 4996 9 44 237 B 2.4 3 1Y 52 214 192 9 40 139 A 3.2 1 1Y 40 181 91 8032 7690 9 40 291 B 3.3 2 1Y 40 188 192 4276 3843 9 40 201 A 3.4 3 1Y 40 214 192 9 33.5 128 A 4.2 1 1Y 44.5 181 91 8936 8556 9 40 324 B 4.3 2 1Y 44.5 188 192 4757 4276 9 40 223 A 4.4 3 1Y 44.5 214 192 9 37.5 127 A 5.2 1 1Y 44.5 181 91 8936 8556 9 44 295 B 5.3 2 1Y 44.5 188 192 4757 4276 9 36.75 243 B 5.4 3 1Y 44.5 214 192 9 26.25 181 A 6.2 1 1Y 32.5 181 91 6526 6249 9 29.56 320 B 6.3 2 1Y 32.5 188 192 3474 3123 9 30.75 212 A 6.4 3 1Y 32.5 214 192 9 20.75 167 A 7.2 1 1Y 12 181 91 2410 2307 9 12.86 272 B 7.3 2 1Y 12 188 192 1283 1153 9 12.86 187 A 7.4 3 1Y 12 214 192 9 12.86 100 A v(plf) = V/L Line shear V = Maximum(V1;V2) SUMMARY SHEAR WALL V1 = Wind*Span/2 + Added Vwind V2 = Seismic*Span/2 + Added Vseismic 71 of 427 Dong Engineering Inc. 22 UNITS RESIDENCE, 30,582 SF GROSS BUILDING AREA 322 N.HARBOR BLVD, SANTA ANA, CA 92703 Job#: 240022 Date: 6/14/2024 PLAN: 1 CODE: CBC 2022 Wall Sec.Sto.Wind Seismic Span Offset Wind Seismic (#)(#)(#)v_(plf)v_(plf)(ft)(ft)V_(lb)V_(lb) 1.2 :Wind = 10483(lb), Seismic = 8561(lb), Line above : 1.3 - 100%, Wind = 7229(lb), Seismic = 6921(lb) 1.2 1Y 1 180.8 91.1 36 3254 1640 l---------------36.0(ft)---------------l 1.3 :Wind = 7229(lb), Seismic = 6921(lb), Line above : 1.4 - 100%, Wind = 3848(lb), Seismic = 3459(lb) 1.3 1Y 2 187.8 192.4 36 3380 3462 l---------------36.0(ft)---------------l 1.4 :Wind = 3848(lb), Seismic = 3459(lb) 1.4 1Y 3 213.8 192.2 36 3848 3459 l---------------36.0(ft)---------------l 2.2 :Wind = 15141(lb), Seismic = 12366(lb), Line above : 2.3 - 100%, Wind = 10441(lb), Seismic = 9997(lb) 2.2 1Y 1 180.8 91.1 52 4700 2369 l---------------52.0(ft)---------------l 2.3 :Wind = 10441(lb), Seismic = 9997(lb), Line above : 2.4 - 100%, Wind = 5558(lb), Seismic = 4996(lb) 2.3 1Y 2 187.8 192.4 52 4883 5001 l---------------52.0(ft)---------------l 2.4 :Wind = 5558(lb), Seismic = 4996(lb) 2.4 1Y 3 213.8 192.2 52 5558 4996 l---------------52.0(ft)---------------l 3.2 :Wind = 11648(lb), Seismic = 9512(lb), Line above : 3.3 - 100%, Wind = 8032(lb), Seismic = 7690(lb) 3.2 1Y 1 180.8 91.1 40 3615 1822 l---------------40.0(ft)---------------l 3.3 :Wind = 8032(lb), Seismic = 7690(lb), Line above : 3.4 - 100%, Wind = 4276(lb), Seismic = 3843(lb) 3.3 1Y 2 187.8 192.4 40 3756 3847 l---------------40.0(ft)---------------l 3.4 :Wind = 4276(lb), Seismic = 3843(lb) 3.4 1Y 3 213.8 192.2 40 4275 3843 l---------------40.0(ft)---------------l 4.2 :Wind = 12958(lb), Seismic = 10583(lb), Line above : 4.3 - 100%, Wind = 8936(lb), Seismic = 8556(lb) 4.2 1Y 1 180.8 91.1 44.5 4022 2027 l---------------44.5(ft)---------------l 4.3 :Wind = 8936(lb), Seismic = 8556(lb), Line above : 4.4 - 100%, Wind = 4757(lb), Seismic = 4276(lb) 4.3 1Y 2 187.8 192.4 44.5 4178 4280 l---------------44.5(ft)---------------l 4.4 :Wind = 4757(lb), Seismic = 4276(lb) 4.4 1Y 3 213.8 192.2 44.5 4756 4276 l---------------44.5(ft)---------------l 5.2 :Wind = 12958(lb), Seismic = 10583(lb), Line above : 5.3 - 100%, Wind = 8936(lb), Seismic = 8556(lb) 5.2 1Y 1 180.8 91.1 44.5 4022 2027 l---------------44.5(ft)---------------l 5.3 :Wind = 8936(lb), Seismic = 8556(lb), Line above : 5.4 - 100%, Wind = 4757(lb), Seismic = 4276(lb) 5.3 1Y 2 187.8 192.4 44.5 4178 4280 l---------------44.5(ft)---------------l 5.4 :Wind = 4757(lb), Seismic = 4276(lb) 5.4 1Y 3 213.8 192.2 44.5 4756 4276 l---------------44.5(ft)---------------l 6.2 :Wind = 9464(lb), Seismic = 7730(lb), Line above : 6.3 - 100%, Wind = 6526(lb), Seismic = 6249(lb) 6.2 1Y 1 180.8 91.1 32.5 2937 1481 l---------------32.5(ft)---------------l 6.3 :Wind = 6526(lb), Seismic = 6249(lb), Line above : 6.4 - 100%, Wind = 3474(lb), Seismic = 3123(lb) 6.3 1Y 2 187.8 192.4 32.5 3052 3126 l---------------32.5(ft)---------------l 6.4 :Wind = 3474(lb), Seismic = 3123(lb) 6.4 1Y 3 213.8 192.2 32.5 3474 3123 l---------------32.5(ft)---------------l 7.2 :Wind = 3495(lb), Seismic = 2854(lb), Line above : 7.3 - 100%, Wind = 2410(lb), Seismic = 2307(lb) 7.2 1Y 1 180.8 91.1 12 1085 547 l---------------12.0(ft)---------------l 7.3 :Wind = 2410(lb), Seismic = 2307(lb), Line above : 7.4 - 100%, Wind = 1283(lb), Seismic = 1153(lb) 7.3 1Y 2 187.8 192.4 12 1127 1154 l---------------12.0(ft)---------------l 7.4 :Wind = 1283(lb), Seismic = 1153(lb) 7.4 1Y 3 213.8 192.2 12 1283 1153 l---------------12.0(ft)---------------l A.2 :Wind = 6411(lb), Seismic = 12773(lb), Line above : A.3 - 100%, Wind = 4506(lb), Seismic = 10383(lb) A.2 1X 1 152.4 191.2 25 1905 2390 l---------------25.0(ft)---------------l A.3 :Wind = 4506(lb), Seismic = 10383(lb), Line above : A.4 - 100%, Wind = 2513(lb), Seismic = 5223(lb) A.3 1X 2 159.4 412.8 25 1993 5160 l---------------25.0(ft)---------------l A.4 :Wind = 2513(lb), Seismic = 5223(lb) A.4 1X 3 201.0 417.8 25 2512 5223 l---------------25.0(ft)---------------l B.2 :Wind = 7693(lb), Seismic = 15327(lb), Line above : B.3 - 100%, Wind = 5407(lb), Seismic = 12459(lb) B.2 1X 1 152.4 191.2 30 2286 2868 l---------------30.0(ft)---------------l B.3 :Wind = 5407(lb), Seismic = 12459(lb), Line above : B.4 - 100%, Wind = 3015(lb), Seismic = 6268(lb) B.3 1X 2 159.4 412.8 30 2391 6191 l---------------30.0(ft)---------------l Description V_(lb)=v_(plf)*Span*Span/2/(Span+Offset) LATERAL p Factor: X Direction: p=1; Y Direction: p=1 72 of 427 Dong Engineering Inc. 22 UNITS RESIDENCE, 30,582 SF GROSS BUILDING AREA 322 N.HARBOR BLVD, SANTA ANA, CA 92703 Job#: 240022 Date: 6/14/2024 PLAN: 1 CODE: CBC 2022 V_(lb)=v_(plf)*Span*Span/2/(Span+Offset) LATERAL p Factor: X Direction: p=1; Y Direction: p=1 B.4 :Wind = 3015(lb), Seismic = 6268(lb) B.4 1X 3 201.0 417.8 30 3015 6268 l---------------30.0(ft)---------------l C.2 :Wind = 8718(lb), Seismic = 17371(lb), Line above : C.3 - 100%, Wind = 6127(lb), Seismic = 14120(lb) C.2 1X 1 152.4 191.2 34 2591 3251 l---------------34.0(ft)---------------l C.3 :Wind = 6127(lb), Seismic = 14120(lb), Line above : C.4 - 100%, Wind = 3417(lb), Seismic = 7103(lb) C.3 1X 2 159.4 412.8 34 2710 7017 l---------------34.0(ft)---------------l C.4 :Wind = 3417(lb), Seismic = 7103(lb) C.4 1X 3 201.0 417.8 34 3417 7103 l---------------34.0(ft)---------------l D.2 :Wind = 7052(lb), Seismic = 14049(lb), Line above : D.3 - 100%, Wind = 4956(lb), Seismic = 11420(lb) D.2 1X 1 152.4 191.2 27.5 2095 2629 l---------------27.5(ft)---------------l D.3 :Wind = 4956(lb), Seismic = 11420(lb), Line above : D.4 - 100%, Wind = 2764(lb), Seismic = 5745(lb) D.3 1X 2 159.4 412.8 27.5 2192 5675 l---------------27.5(ft)---------------l D.4 :Wind = 2764(lb), Seismic = 5745(lb) D.4 1X 3 201.0 417.8 27.5 2764 5745 l---------------27.5(ft)---------------l #N/A #N/A #N/A #N/A #N/A #N/A 73 of 427 Dong Engineering Inc. 22 UNITS RESIDENCE, 30,582 SF GROSS BUILDING AREA 322 N.HARBOR BLVD, SANTA ANA, CA 92703 Job #: 240022 Date : 06/14/2024 Plan : 1 BEAM : 1 - FC Loads(Downward+) Beam Weight 15.2 plf from 0 ft to 11.5 ft Floor Primary: (20.5+40)(17) = (DL=348.5PLF; LL=680PLF) form 0 to 7.25 Floor Primary: (20.5+40)(13.8) = (DL=281.9PLF; LL=550PLF) form 7.25 to 11.5 Reactions (D+Lr+L/Max. Load comb.) Bearing Down Up 1 5750/5750 0 2 5232/5232 0 USE 5 1/4" x 9 1/4" PSL Critcal Shear = 5750 LB @0' 1.5xV/(F'v x A)= 0.61 F'v = 290, A = 48.56 Critcal Moment = 16101 LB-FT @5.5' M/(F'b x S)= 0.89 F'b = 2900, S = 74.87 Critical Deflection for TL = -0.551 INCH @ 5.75 L/240 = 0.575" Critical Deflection for LL = -0.356 INCH @ 5.75 L/360 = 0.383" 1 2 Moment Shear Deflection 11.5' BEAM : 2 - JFC Loads(Downward+) Floor Primary: (20.5+40)(1.3) = (DL=27.4PLF; LL=53.4PLF) form 0 to 16.5 Reactions (D+Lr+L/Max. Load comb.) Bearing Down Up 1 667/666 0 2 667/666 0 USE 2-2 x 10 Critcal Shear = 666 LB @0' 1.5xV/(F'v x A)= 0.19 F'v = 180, A = 28.5 Critcal Moment = 2748 LB-FT @8.25' M/(F'b x S)= 0.59 F'b = 1242, S = 45.12 Critical Deflection for TL = -0.393 INCH @ 8.25 L/240 = 0.825" Critical Deflection for LL = -0.26 INCH @ 8.25 L/360 = 0.55" 1 2 Moment Shear Deflection 16.5' 74 of 427 Dong Engineering Inc. 22 UNITS RESIDENCE, 30,582 SF GROSS BUILDING AREA 322 N.HARBOR BLVD, SANTA ANA, CA 92703 Job #: 240022 Date : 06/14/2024 Plan : 1 BEAM : 2A - JFC Loads(Downward+) Floor Primary: (20.5+40)(1.3) = (DL=27.4PLF; LL=53.4PLF) form 0 to 23 Reactions (D+Lr+L/Max. Load comb.) Bearing Down Up 1 929/929 0 2 929/929 0 USE 3 1/2" x 9 1/4" PSL Critcal Shear = -928 LB @23' 1.5xV/(F'v x A)= 0.15 F'v = 290, A = 32.38 Critcal Moment = 5340 LB-FT @11.5' M/(F'b x S)= 0.42 F'b = 3016, S = 49.91 Critical Deflection for TL = -1.102 INCH @ 11.5 L/240 = 1.15" Critical Deflection for LL = -0.728 INCH @ 11.5 L/360 = 0.767" 1 2 Moment Shear Deflection 23' BEAM : 3 - RC Loads(Downward+) Beam Weight 10.2 plf from 0 ft to 11.5 ft Roof Primary: (15+20)(17) = (DL=255PLF; LLr=340PLF) form 0 to 7.25 Roof Primary: (15+20)(13.8) = (DL=206.2PLF; LLr=275PLF) form 7.25 to 11.5 Reactions (D+Lr+L/Max. Load comb.) Bearing Down Up 1 3343/3342 0 2 3042/3042 0 USE 3 1/2" x 9 1/4" PSL Critcal Shear = 3342 LB @0' 1.5xV/(F'v x A)= 0.42 F'v = 362, A = 32.38 Critcal Moment = 9359 LB-FT @5.5' M/(F'b x S)= 0.62 F'b = 3625, S = 49.91 Critical Deflection for TL = -0.481 INCH @ 5.75 L/240 = 0.575" Critical Deflection for LL = -0.267 INCH @ 5.75 L/360 = 0.383" 1 2 Moment Shear Deflection 11.5' 75 of 427 Dong Engineering Inc. 22 UNITS RESIDENCE, 30,582 SF GROSS BUILDING AREA 322 N.HARBOR BLVD, SANTA ANA, CA 92703 Job #: 240022 Date : 06/14/2024 Plan : 1 BEAM : 4 - JRC Loads(Downward+) Roof Primary: (15+20)(1.3) = (DL=20PLF; LLr=26.7PLF) form 0 to 16.5 Reactions (D+Lr+L/Max. Load comb.) Bearing Down Up 1 385/385 0 2 385/385 0 USE 2 x 10 Critcal Shear = 385 LB @0' 1.5xV/(F'v x A)= 0.18 F'v = 225, A = 13.88 Critcal Moment = 1590 LB-FT @8.25' M/(F'b x S)= 0.62 F'b = 1423, S = 21.39 Critical Deflection for TL = -0.492 INCH @ 8.25 L/240 = 0.825" Critical Deflection for LL = -0.281 INCH @ 8.25 L/360 = 0.55" 1 2 Moment Shear Deflection 16.5' BEAM : 4A - JRC Loads(Downward+) Roof Primary: (15+20)(1) = (DL=15PLF; LLr=20PLF) form 0 to 23 Reactions (D+Lr+L/Max. Load comb.) Bearing Down Up 1 402/402 0 2 402/402 0 USE 1 3/4" x 9 1/4" PSL Critcal Shear = 402 LB @0' 1.5xV/(F'v x A)= 0.1 F'v = 362, A = 16.19 Critcal Moment = 2314 LB-FT @11.5' M/(F'b x S)= 0.29 F'b = 3770, S = 24.96 Critical Deflection for TL = -0.955 INCH @ 11.5 L/240 = 1.15" Critical Deflection for LL = -0.546 INCH @ 11.5 L/360 = 0.767" 1 2 Moment Shear Deflection 23' 76 of 427 Dong Engineering Inc. 22 UNITS RESIDENCE, 30,582 SF GROSS BUILDING AREA 322 N.HARBOR BLVD, SANTA ANA, CA 92703 Job #: 240022 Date : 06/14/2024 Plan : 1 BEAM : 5 - FC Loads(Downward+) Beam Weight 7.7 plf from 0 ft to 10 ft Deck Primary: (20.5+60)(2.2) = (DL=46.1PLF; LLr=135PLF) form 0 to 10 Reactions (D+Lr+L/Max. Load comb.) Bearing Down Up 1 944/944 0 2 944/944 0 USE 3 1/2" x 7" PSL Critcal Shear = 944 LB @0' 1.5xV/(F'v x A)= 0.2 F'v = 290, A = 24.5 Critcal Moment = 2360 LB-FT @5' M/(F'b x S)= 0.34 F'b = 2900, S = 28.58 Critical Deflection for TL = -0.212 INCH @ 5 L/240 = 0.5" Critical Deflection for LL = -0.152 INCH @ 5 L/360 = 0.333" 1 2 Moment Shear Deflection 10' BEAM : 6 - FC Loads(Downward+) Beam Weight 15.2 plf from 0 ft to 30 ft Floor Primary: (20.5+40)(1) = (DL=20.5PLF; LL=40PLF) form 0 to 30 Point load @ 30 : Load from beam 5 at Support 1(P1) Reactions (D+Lr+L/Max. Load comb.) Bearing Down Up 1 0/503 0 2 0/2712 0 USE 5 1/4" x 9 1/4" PSL Critcal Shear = 1473 LB @23' 1.5xV/(F'v x A)= 0.15 F'v = 290, A = 48.56 Critcal Moment = -8462 LB-FT @23' M/(F'b x S)= 0.46 F'b = 2900, S = 74.87 Critical Deflection for TL = -0.326 INCH @ 30 L/120 = 0.7" Critical Deflection for LL = -0.218 INCH @ 30 L/180 = 0.467" 1 2 P1 Moment Shear Deflection 23'7' 77 of 427 Dong Engineering Inc. 22 UNITS RESIDENCE, 30,582 SF GROSS BUILDING AREA 322 N.HARBOR BLVD, SANTA ANA, CA 92703 Job #: 240022 Date : 06/14/2024 Plan : 1 BEAM : 7 - FB Loads(Downward+) Beam Weight 7.9 plf from 0 ft to 4 ft Floor Primary: (20.5+40)(17.6) = (DL=361.3PLF; LL=705PLF) form 0 to 4 Reactions (D+Lr+L/Max. Load comb.) Bearing Down Up 1 2148/2148 0 2 2148/2148 0 USE 4 x 10 Critcal Shear = 2148 LB @0' 1.5xV/(F'v x A)= 0.55 F'v = 180, A = 32.38 Critcal Moment = 2148 LB-FT @2' M/(F'b x S)= 0.48 F'b = 1080, S = 49.91 Critical Deflection for TL = -0.017 INCH @ 2 L/240 = 0.2" Critical Deflection for LL = -0.011 INCH @ 2 L/360 = 0.133" 1 2 Moment Shear Deflection 4' BEAM : 8 - JFB Loads(Downward+) Floor Primary: (20.5+40)(1) = (DL=20.5PLF; LL=40PLF) form 0 to 20 Reactions (D+Lr+L/Max. Load comb.) Bearing Down Up 1 157/158 0 2 1053/1052 0 USE 3 1/2" x 9 1/4" PSL Critcal Shear = -537 LB @11.5' 1.5xV/(F'v x A)= 0.08 F'v = 290, A = 32.38 Critcal Moment = -2185 LB-FT @11.5' M/(F'b x S)= 0.17 F'b = 3016, S = 49.91 Critical Deflection for TL = -0.148 INCH @ 20 L/120 = 0.85" Critical Deflection for LL = -0.098 INCH @ 20 L/180 = 0.567" 1 2 Moment Shear Deflection 11.5'8.5' 78 of 427 Dong Engineering Inc. 22 UNITS RESIDENCE, 30,582 SF GROSS BUILDING AREA 322 N.HARBOR BLVD, SANTA ANA, CA 92703 Job #: 240022 Date : 06/14/2024 Plan : 1 BEAM : 8A - JFB Loads(Downward+) Floor Primary: (20.5+40)(1.3) = (DL=27.4PLF; LL=53.4PLF) form 0 to 22.75 Reactions (D+Lr+L/Max. Load comb.) Bearing Down Up 1 918/919 0 2 918/919 0 USE 3 1/2" x 9 1/4" PSL Critcal Shear = 918 LB @0' 1.5xV/(F'v x A)= 0.14 F'v = 290, A = 32.38 Critcal Moment = 5225 LB-FT @11.37' M/(F'b x S)= 0.41 F'b = 3016, S = 49.91 Critical Deflection for TL = -1.054 INCH @ 11.38 L/240 = 1.138" Critical Deflection for LL = -0.697 INCH @ 11.38 L/360 = 0.758" 1 2 Moment Shear Deflection 22.75' BEAM : 8B - JFB Loads(Downward+) Floor Primary: (20.5+40)(1) = (DL=20.5PLF; LL=40PLF) form 0 to 18.75 Reactions (D+Lr+L/Max. Load comb.) Bearing Down Up 1 567/567 0 2 567/567 0 USE 2-2 x 10 Critcal Shear = 567 LB @0' 1.5xV/(F'v x A)= 0.16 F'v = 180, A = 28.5 Critcal Moment = 2658 LB-FT @9.37' M/(F'b x S)= 0.57 F'b = 1242, S = 45.12 Critical Deflection for TL = -0.491 INCH @ 9.38 L/240 = 0.938" Critical Deflection for LL = -0.324 INCH @ 9.38 L/360 = 0.625" 1 2 Moment Shear Deflection 18.75' 79 of 427 Dong Engineering Inc. 22 UNITS RESIDENCE, 30,582 SF GROSS BUILDING AREA 322 N.HARBOR BLVD, SANTA ANA, CA 92703 Job #: 240022 Date : 06/14/2024 Plan : 1 BEAM : 8C - JRB Loads(Downward+) Roof Primary: (15+20)(1.3) = (DL=20PLF; LLr=26.7PLF) form 0 to 19 Reactions (D+Lr+L/Max. Load comb.) Bearing Down Up 1 444/444 0 2 444/444 0 USE 2-2 x 10 Critcal Shear = 443 LB @0' 1.5xV/(F'v x A)= 0.1 F'v = 225, A = 28.5 Critcal Moment = 2108 LB-FT @9.5' M/(F'b x S)= 0.36 F'b = 1552, S = 45.12 Critical Deflection for TL = -0.399 INCH @ 9.5 L/240 = 0.95" Critical Deflection for LL = -0.228 INCH @ 9.5 L/360 = 0.633" 1 2 Moment Shear Deflection 19' BEAM : 8D - JRB Loads(Downward+) Roof Primary: (15+20)(1.3) = (DL=20PLF; LLr=26.7PLF) form 0 to 22.75 Reactions (D+Lr+L/Max. Load comb.) Bearing Down Up 1 532/531 0 2 532/531 0 USE 3 1/2" x 9 1/4" PSL Critcal Shear = 531 LB @0' 1.5xV/(F'v x A)= 0.06 F'v = 362, A = 32.38 Critcal Moment = 3022 LB-FT @11.37' M/(F'b x S)= 0.19 F'b = 3770, S = 49.91 Critical Deflection for TL = -0.61 INCH @ 11.38 L/240 = 1.138" Critical Deflection for LL = -0.349 INCH @ 11.38 L/360 = 0.758" 1 2 Moment Shear Deflection 22.75' 80 of 427 Dong Engineering Inc. 22 UNITS RESIDENCE, 30,582 SF GROSS BUILDING AREA 322 N.HARBOR BLVD, SANTA ANA, CA 92703 Job #: 240022 Date : 06/14/2024 Plan : 1 BEAM : 9 - FB AT Community Loads(Downward+) Beam Weight 20.3 plf from 0 ft to 19 ft Roof Primary: (15+20)(5.8) = (DL=86.2PLF; LLr=115PLF) form 0 to 6 Roof Primary: (15+20)(11.5) = (DL=172.5PLF; LLr=230PLF) form 6 to 19 Floor Primary: (20.5+40)(11.5) = (DL=235.8PLF; LL=460PLF) form 0 to 6 Floor Primary: (20.5+40)(23) = (DL=471.5PLF; LL=920PLF) form 6 to 19 Interior Wall: (10)(18) = (DL=180PLF) form 0 to 19 Reactions (D+Lr+L/Max. Load comb.) Bearing Down Up 1 4714/4300 0 2 18039/16331 0 3 3840/3465 0 USE 7" x 9 1/4" PSL Critcal Shear = -8782 LB @11.5' 1.5xV/(F'v x A)= 0.7 F'v = 290, A = 64.75 Critcal Moment = -15312 LB-FT @11.5' M/(F'b x S)= 0.63 F'b = 2900, S = 99.82 Critical Deflection for TL = -0.257 INCH @ 5.5 L/240 = 0.575" Critical Deflection for LL = -0.102 INCH @ 5.5 L/360 = 0.383" 1 2 3 Moment Shear Deflection 11.5'7.5' BEAM : 9A - FB AT Community Loads(Downward+) Beam Weight 7.9 plf from 0 ft to 3.75 ft Roof Primary: (15+20)(11.5) = (DL=172.5PLF; LLr=230PLF) form 0 to 3.75 Floor Primary: (20.5+40)(23) = (DL=471.5PLF; LL=920PLF) form 0 to 3.75 Interior Wall: (10)(18) = (DL=180PLF) form 0 to 3.75 Reactions (D+Lr+L/Max. Load comb.) Bearing Down Up 1 3716/3285 0 2 3716/3285 0 USE 4 x 10 Critcal Shear = 3284 LB @0' 1.5xV/(F'v x A)= 0.84 F'v = 180, A = 32.38 Critcal Moment = 3065 LB-FT @1.75' M/(F'b x S)= 0.68 F'b = 1080, S = 49.91 Critical Deflection for TL = -0.021 INCH @ 1.75 L/240 = 0.188" Critical Deflection for LL = -0.011 INCH @ 1.75 L/360 = 0.125" 1 2 Moment Shear Deflection 3.75' 81 of 427 Dong Engineering Inc. 22 UNITS RESIDENCE, 30,582 SF GROSS BUILDING AREA 322 N.HARBOR BLVD, SANTA ANA, CA 92703 Job #: 240022 Date : 06/14/2024 Plan : 1 BEAM : 10 - J COMMUNITY Loads(Downward+) Floor Primary: (20.5+40)(1.3) = (DL=27.4PLF; LL=53.4PLF) form 0 to 19 Reactions (D+Lr+L/Max. Load comb.) Bearing Down Up 1 767/767 0 2 767/767 0 USE 2-2 x 10 Critcal Shear = 767 LB @0' 1.5xV/(F'v x A)= 0.22 F'v = 180, A = 28.5 Critcal Moment = 3644 LB-FT @9.5' M/(F'b x S)= 0.78 F'b = 1242, S = 45.12 Critical Deflection for TL = -0.691 INCH @ 9.5 L/240 = 0.95" Critical Deflection for LL = -0.457 INCH @ 9.5 L/360 = 0.633" 1 2 Moment Shear Deflection 19' BEAM : 10A - J COMMUNITY Loads(Downward+) Floor Primary: (20.5+40)(1.3) = (DL=27.4PLF; LL=53.4PLF) form 0 to 23 Reactions (D+Lr+L/Max. Load comb.) Bearing Down Up 1 929/929 0 2 929/929 0 USE 3 1/2" x 9 1/4" PSL Critcal Shear = -928 LB @23' 1.5xV/(F'v x A)= 0.15 F'v = 290, A = 32.38 Critcal Moment = 5340 LB-FT @11.5' M/(F'b x S)= 0.42 F'b = 3016, S = 49.91 Critical Deflection for TL = -1.102 INCH @ 11.5 L/240 = 1.15" Critical Deflection for LL = -0.728 INCH @ 11.5 L/360 = 0.767" 1 2 Moment Shear Deflection 23' 82 of 427 Dong Engineering Inc. 22 UNITS RESIDENCE, 30,582 SF GROSS BUILDING AREA 322 N.HARBOR BLVD, SANTA ANA, CA 92703 Job #: 240022 Date : 06/14/2024 Plan : 1 BEAM : 12 - RB Loads(Downward+) Beam Weight 7.9 plf from 0 ft to 4 ft Roof Primary: (15+20)(17.8) = (DL=266.2PLF; LLr=355PLF) form 0 to 4 Reactions (D+Lr+L/Max. Load comb.) Bearing Down Up 1 1258/1258 0 2 1258/1258 0 USE 4 x 10 Critcal Shear = 1258 LB @0' 1.5xV/(F'v x A)= 0.26 F'v = 225, A = 32.38 Critcal Moment = 1258 LB-FT @2' M/(F'b x S)= 0.22 F'b = 1350, S = 49.91 Critical Deflection for TL = -0.01 INCH @ 2 L/240 = 0.2" Critical Deflection for LL = -0.006 INCH @ 2 L/360 = 0.133" 1 2 Moment Shear Deflection 4' BEAM : 13 - RHB Loads(Downward+) Beam Weight 7.4 plf from 0 ft to 6 ft Roof Primary: (15+20)(9.5) = (DL=142.5PLF; LLr=190PLF) form 0 to 6 Exterior Wall: (15)(5.5) = (DL=82.5PLF) form 0 to 6 Reactions (D+Lr+L/Max. Load comb.) Bearing Down Up 1 1267/1267 0 2 1267/1267 0 USE 6 x 6 Critcal Shear = 1267 LB @0' 1.5xV/(F'v x A)= 0.29 F'v = 212, A = 30.25 Critcal Moment = 1900 LB-FT @3' M/(F'b x S)= 0.48 F'b = 1688, S = 27.73 Critical Deflection for TL = -0.101 INCH @ 3 L/240 = 0.3" Critical Deflection for LL = -0.045 INCH @ 3 L/360 = 0.2" 1 2 Moment Shear Deflection 6' 83 of 427 Dong Engineering Inc. 22 UNITS RESIDENCE, 30,582 SF GROSS BUILDING AREA 322 N.HARBOR BLVD, SANTA ANA, CA 92703 Job #: 240022 Date : 06/14/2024 Plan : 1 BEAM : 14 - FHB Loads(Downward+) Beam Weight 10.1 plf from 0 ft to 6 ft Floor Primary: (20.5+40)(9.5) = (DL=194.8PLF; LL=380PLF) form 0 to 6 Exterior Wall: (15)(11) = (DL=165PLF) form 0 to 6 Reactions (D+Lr+L/Max. Load comb.) Bearing Down Up 1 2250/2250 0 2 2250/2250 0 USE 6 x 8 Critcal Shear = 2249 LB @0' 1.5xV/(F'v x A)= 0.48 F'v = 170, A = 41.25 Critcal Moment = 3374 LB-FT @3' M/(F'b x S)= 0.58 F'b = 1350, S = 51.56 Critical Deflection for TL = -0.071 INCH @ 3 L/240 = 0.3" Critical Deflection for LL = -0.036 INCH @ 3 L/360 = 0.2" 1 2 Moment Shear Deflection 6' BEAM : 15 - RB - NOT USE Loads(Downward+) Beam Weight 7.9 plf from 0 ft to 11.75 ft Roof Primary: (15+20)(7.5) = (DL=112.5PLF; LLr=150PLF) form 0 to 11.75 Reactions (D+Lr+L/Max. Load comb.) Bearing Down Up 1 1588/1589 0 2 1588/1589 0 USE 4 x 10 Critcal Shear = 1588 LB @0' 1.5xV/(F'v x A)= 0.32 F'v = 225, A = 32.38 Critcal Moment = 4664 LB-FT @5.75' M/(F'b x S)= 0.83 F'b = 1350, S = 49.91 Critical Deflection for TL = -0.314 INCH @ 5.75 L/240 = 0.588" Critical Deflection for LL = -0.174 INCH @ 5.75 L/360 = 0.392" 1 2 Moment Shear Deflection 11.75' 84 of 427 Dong Engineering Inc. 22 UNITS RESIDENCE, 30,582 SF GROSS BUILDING AREA 322 N.HARBOR BLVD, SANTA ANA, CA 92703 Job #: 240022 Date : 06/14/2024 Plan : 1 BEAM : 16 - FHC Loads(Downward+) Beam Weight 10.1 plf from 0 ft to 6.25 ft Floor Primary: (20.5+40)(11.5) = (DL=235.8PLF; LL=460PLF) form 0 to 6.25 Exterior Wall: (15)(11) = (DL=165PLF) form 0 to 6.25 Reactions (D+Lr+L/Max. Load comb.) Bearing Down Up 1 2722/2721 0 2 2722/2721 0 USE 6 x 8 Critcal Shear = 2721 LB @0' 1.5xV/(F'v x A)= 0.58 F'v = 170, A = 41.25 Critcal Moment = 4245 LB-FT @3' M/(F'b x S)= 0.73 F'b = 1350, S = 51.56 Critical Deflection for TL = -0.096 INCH @ 3 L/240 = 0.312" Critical Deflection for LL = -0.051 INCH @ 3 L/360 = 0.208" 1 2 Moment Shear Deflection 6.25' BEAM : 16a - RHC Loads(Downward+) Beam Weight 7.4 plf from 0 ft to 6 ft Roof Primary: (15+20)(11.5) = (DL=172.5PLF; LLr=230PLF) form 0 to 6 Exterior Wall: (15)(5.5) = (DL=82.5PLF) form 0 to 6 Reactions (D+Lr+L/Max. Load comb.) Bearing Down Up 1 1477/1477 0 2 1477/1477 0 USE 6 x 6 Critcal Shear = 1477 LB @0' 1.5xV/(F'v x A)= 0.34 F'v = 212, A = 30.25 Critcal Moment = 2215 LB-FT @3' M/(F'b x S)= 0.57 F'b = 1688, S = 27.73 Critical Deflection for TL = -0.118 INCH @ 3 L/240 = 0.3" Critical Deflection for LL = -0.055 INCH @ 3 L/360 = 0.2" 1 2 Moment Shear Deflection 6' 85 of 427 Dong Engineering Inc. 22 UNITS RESIDENCE, 30,582 SF GROSS BUILDING AREA 322 N.HARBOR BLVD, SANTA ANA, CA 92703 Job #: 240022 Date : 06/14/2024 Plan : 1 BEAM : 17 - FB Loads(Downward+) Beam Weight 15.2 plf from 0 ft to 29.25 ft Floor Primary: (20.5+40)(1.3) = (DL=27.4PLF; LL=53.4PLF) form 0 to 29.25 Point load @ 20 : Load from beam 18 at Support 1(P1) Reactions (D+Lr+L/Max. Load comb.) Bearing Down Up 1 856/855 0 2 2694/2695 0 USE 5 1/4" x 9 1/4" PSL Critcal Shear = -1878 LB @20.75' 1.5xV/(F'v x A)= 0.2 F'v = 290, A = 48.56 Critcal Moment = 3812 LB-FT @8.89' M/(F'b x S)= 0.21 F'b = 2900, S = 74.87 Critical Deflection for TL = -0.388 INCH @ 9.63 L/240 = 1.038" Critical Deflection for LL = -0.222 INCH @ 9.63 L/360 = 0.692" 1 2 P1 Moment Shear Deflection 20.75'8.5' BEAM : 18 - FB Loads(Downward+) Beam Weight 6.2 plf from 0 ft to 6 ft Deck Primary: (20.5+60)(3) = (DL=61.5PLF; LLr=180PLF) form 0 to 6 Reactions (D+Lr+L/Max. Load comb.) Bearing Down Up 1 743/743 0 2 743/743 0 USE 4 x 8 Critcal Shear = -743 LB @6' 1.5xV/(F'v x A)= 0.24 F'v = 180, A = 25.38 Critcal Moment = 1114 LB-FT @3' M/(F'b x S)= 0.37 F'b = 1170, S = 30.66 Critical Deflection for TL = -0.041 INCH @ 3 L/240 = 0.3" Critical Deflection for LL = -0.03 INCH @ 3 L/360 = 0.2" 1 2 Moment Shear Deflection 6' 86 of 427 Dong Engineering Inc. 22 UNITS RESIDENCE, 30,582 SF GROSS BUILDING AREA 322 N.HARBOR BLVD, SANTA ANA, CA 92703 Job #: 240022 Date : 06/14/2024 Plan : 1 BEAM : 19 - RA Loads(Downward+) Beam Weight 7.9 plf from 0 ft to 6.25 ft Roof Primary: (15+20)(11.5) = (DL=172.5PLF; LLr=230PLF) form 0 to 6.25 Reactions (D+Lr+L/Max. Load comb.) Bearing Down Up 1 1283/1282 0 2 1283/1282 0 USE 4 x 10 Critcal Shear = 1282 LB @0' 1.5xV/(F'v x A)= 0.26 F'v = 225, A = 32.38 Critcal Moment = 2000 LB-FT @3' M/(F'b x S)= 0.35 F'b = 1350, S = 49.91 Critical Deflection for TL = -0.038 INCH @ 3 L/240 = 0.312" Critical Deflection for LL = -0.021 INCH @ 3 L/360 = 0.208" 1 2 Moment Shear Deflection 6.25' BEAM : 20 - FA Loads(Downward+) Beam Weight 7.9 plf from 0 ft to 6.25 ft Floor Primary: (20.5+40)(11.2) = (DL=230.6PLF; LL=450PLF) form 0 to 6.25 Reactions (D+Lr+L/Max. Load comb.) Bearing Down Up 1 2151/2152 0 2 2151/2152 0 USE 4 x 10 Critcal Shear = 2151 LB @0' 1.5xV/(F'v x A)= 0.55 F'v = 180, A = 32.38 Critcal Moment = 3356 LB-FT @3' M/(F'b x S)= 0.74 F'b = 1080, S = 49.91 Critical Deflection for TL = -0.064 INCH @ 3 L/240 = 0.312" Critical Deflection for LL = -0.042 INCH @ 3 L/360 = 0.208" 1 2 Moment Shear Deflection 6.25' 87 of 427 Dong Engineering Inc. 22 UNITS RESIDENCE, 30,582 SF GROSS BUILDING AREA 322 N.HARBOR BLVD, SANTA ANA, CA 92703 Job #: 240022 Date : 06/14/2024 Plan : 1 BEAM : 21 - FA Loads(Downward+) Beam Weight 15.2 plf from 0 ft to 17.75 ft Floor Primary: (20.5+40)(1.3) = (DL=27.4PLF; LL=53.4PLF) form 0 to 17.75 Point load @ 0 : Load from beam 17 at Support 1(P1) Reactions (D+Lr+L/Max. Load comb.) Bearing Down Up 1 2580/2580 0 2 -21/0 -7 USE 5 1/4" x 9 1/4" PSL Critcal Shear = -1431 LB @6' 1.5xV/(F'v x A)= 0.15 F'v = 290, A = 48.56 Critcal Moment = -6863 LB-FT @6' M/(F'b x S)= 0.38 F'b = 2900, S = 74.87 Critical Deflection for TL = -0.209 INCH @ 0 L/120 = 0.6" Critical Deflection for LL = -0.117 INCH @ 0 L/180 = 0.4" 1 2 P1 Moment Shear Deflection 6'11.75' BEAM : 22 - FL AT CORRIDOR Loads(Downward+) Beam Weight 11.5 plf from 0 ft to 10.25 ft Corridor: (20.5+100)(3.2) = (DL=66.6PLF; LLr=325PLF) form 0 to 10.25 Reactions (D+Lr+L/Max. Load comb.) Bearing Down Up 1 2066/2066 0 2 2066/2066 0 USE 5 1/4" x 7" PSL Critcal Shear = 2066 LB @0' 1.5xV/(F'v x A)= 0.29 F'v = 290, A = 36.75 Critcal Moment = 5291 LB-FT @5' M/(F'b x S)= 0.49 F'b = 3016, S = 42.88 Critical Deflection for TL = -0.333 INCH @ 5 L/240 = 0.512" Critical Deflection for LL = -0.269 INCH @ 5 L/360 = 0.342" 1 2 Moment Shear Deflection 10.25' 88 of 427 Dong Engineering Inc. 22 UNITS RESIDENCE, 30,582 SF GROSS BUILDING AREA 322 N.HARBOR BLVD, SANTA ANA, CA 92703 Job #: 240022 Date : 06/14/2024 Plan : 1 BEAM : 23 - JCorridor Loads(Downward+) Corridor: (20.5+100)(1.3) = (DL=27.4PLF; LLr=133.5PLF) form 0 to 12 Reactions (D+Lr+L/Max. Load comb.) Bearing Down Up 1 965/965 0 2 965/965 0 USE 2-2 x 8 Critcal Shear = 965 LB @0' 1.5xV/(F'v x A)= 0.35 F'v = 180, A = 22.5 Critcal Moment = 2895 LB-FT @6' M/(F'b x S)= 0.92 F'b = 1346, S = 28.12 Critical Deflection for TL = -0.445 INCH @ 6 L/240 = 0.6" Critical Deflection for LL = -0.369 INCH @ 6 L/360 = 0.4" 1 2 Moment Shear Deflection 12' BEAM : 23a - JCorridor Loads(Downward+) Corridor: (20.5+100)(1.3) = (DL=27.4PLF; LLr=133.5PLF) form 0 to 8 Reactions (D+Lr+L/Max. Load comb.) Bearing Down Up 1 643/643 0 2 643/643 0 USE 2 x 8 Critcal Shear = 643 LB @0' 1.5xV/(F'v x A)= 0.49 F'v = 180, A = 10.88 Critcal Moment = 1286 LB-FT @4' M/(F'b x S)= 0.94 F'b = 1242, S = 13.14 Critical Deflection for TL = -0.195 INCH @ 4 L/240 = 0.4" Critical Deflection for LL = -0.161 INCH @ 4 L/360 = 0.267" 1 2 Moment Shear Deflection 8' 89 of 427 Dong Engineering Inc. 22 UNITS RESIDENCE, 30,582 SF GROSS BUILDING AREA 322 N.HARBOR BLVD, SANTA ANA, CA 92703 Job #: 240022 Date : 06/14/2024 Plan : 1 BEAM : 23b - JCorridor Loads(Downward+) Corridor: (20.5+100)(1) = (DL=20.5PLF; LLr=100PLF) form 0 to 9.25 Reactions (D+Lr+L/Max. Load comb.) Bearing Down Up 1 557/557 0 2 557/557 0 USE 2 x 8 Critcal Shear = 557 LB @0' 1.5xV/(F'v x A)= 0.42 F'v = 180, A = 10.88 Critcal Moment = 1287 LB-FT @4.5' M/(F'b x S)= 0.94 F'b = 1242, S = 13.14 Critical Deflection for TL = -0.26 INCH @ 4.5 L/240 = 0.462" Critical Deflection for LL = -0.216 INCH @ 4.5 L/360 = 0.308" 1 2 Moment Shear Deflection 9.25' BEAM : 24 - FLUSH BEAM AT STAIR Loads(Downward+) Beam Weight 15.2 plf from 0 ft to 16 ft Corridor: (20.5+100)(2) = (DL=41PLF; LLr=200PLF) form 0 to 16 Reactions (D+Lr+L/Max. Load comb.) Bearing Down Up 1 2050/2050 0 2 2050/2050 0 USE 5 1/4" x 9 1/4" PSL Critcal Shear = -2049 LB @16' 1.5xV/(F'v x A)= 0.22 F'v = 290, A = 48.56 Critcal Moment = 8198 LB-FT @8' M/(F'b x S)= 0.45 F'b = 2900, S = 74.87 Critical Deflection for TL = -0.546 INCH @ 8 L/240 = 0.8" Critical Deflection for LL = -0.426 INCH @ 8 L/360 = 0.533" 1 2 Moment Shear Deflection 16' 90 of 427 Dong Engineering Inc. 22 UNITS RESIDENCE, 30,582 SF GROSS BUILDING AREA 322 N.HARBOR BLVD, SANTA ANA, CA 92703 Job #: 240022 Date : 06/14/2024 Plan : 1 BEAM : 25 - FLUSH BEAM AT STAIR Loads(Downward+) Beam Weight 10.2 plf from 0 ft to 9 ft Corridor: (20.5+100)(0.5) = (DL=10.2PLF; LLr=50PLF) form 0 to 9 Point load @ 4.5 : Load from beam 24 at Support 1(P1) Reactions (D+Lr+L/Max. Load comb.) Bearing Down Up 1 1342/1342 0 2 1342/1342 0 USE 3 1/2" x 9 1/4" PSL Critcal Shear = 1342 LB @0' 1.5xV/(F'v x A)= 0.21 F'v = 290, A = 32.38 Critcal Moment = 5325 LB-FT @4.5' M/(F'b x S)= 0.44 F'b = 2900, S = 49.91 Critical Deflection for TL = -0.139 INCH @ 4.5 L/240 = 0.45" Critical Deflection for LL = -0.107 INCH @ 4.5 L/360 = 0.3" 1 2 P1 Moment Shear Deflection 9' BEAM : 26 - FLUSH BEAM AT STAIR 2 Loads(Downward+) Beam Weight 10.2 plf from 0 ft to 15 ft Corridor: (20.5+100)(2) = (DL=41PLF; LLr=200PLF) form 0 to 15 Reactions (D+Lr+L/Max. Load comb.) Bearing Down Up 1 1884/1884 0 2 1884/1884 0 USE 3 1/2" x 9 1/4" PSL Critcal Shear = 1883 LB @0' 1.5xV/(F'v x A)= 0.3 F'v = 290, A = 32.38 Critcal Moment = 7065 LB-FT @7.5' M/(F'b x S)= 0.56 F'b = 3016, S = 49.91 Critical Deflection for TL = -0.62 INCH @ 7.5 L/240 = 0.75" Critical Deflection for LL = -0.493 INCH @ 7.5 L/360 = 0.5" 1 2 Moment Shear Deflection 15' 91 of 427 Dong Engineering Inc. 22 UNITS RESIDENCE, 30,582 SF GROSS BUILDING AREA 322 N.HARBOR BLVD, SANTA ANA, CA 92703 Job #: 240022 Date : 06/14/2024 Plan : 1 BEAM : 27 - HDR AT GYM Loads(Downward+) Beam Weight 15.2 plf from 0 ft to 9 ft Floor Primary: (20.5+40)(11.5) = (DL=235.8PLF; LL=460PLF) form 0 to 9 Exterior Wall: (15)(28.5) = (DL=427.5PLF) form 0 to 9 Roof Primary: (15+20)(0.7) = (DL=10PLF; LLr=13.3PLF) form 0 to 9 Reactions (D+Lr+L/Max. Load comb.) Bearing Down Up 1 5228/5168 0 2 5228/5168 0 USE 5 1/4" x 9 1/4" PSL Critcal Shear = 5167 LB @0' 1.5xV/(F'v x A)= 0.55 F'v = 290, A = 48.56 Critcal Moment = 11627 LB-FT @4.5' M/(F'b x S)= 0.64 F'b = 2900, S = 74.87 Critical Deflection for TL = -0.245 INCH @ 4.5 L/240 = 0.45" Critical Deflection for LL = -0.098 INCH @ 4.5 L/360 = 0.3" 1 2 Moment Shear Deflection 9' BEAM : 27a - HDR AT GYM Loads(Downward+) Beam Weight 7.4 plf from 0 ft to 6 ft Floor Primary: (20.5+40)(10) = (DL=205PLF; LL=400PLF) form 0 to 6 Exterior Wall: (15)(2) = (DL=30PLF) form 0 to 6 Reactions (D+Lr+L/Max. Load comb.) Bearing Down Up 1 1927/1927 0 2 1927/1927 0 USE 6 x 6 Critcal Shear = 1927 LB @0' 1.5xV/(F'v x A)= 0.56 F'v = 170, A = 30.25 Critcal Moment = 2890 LB-FT @3' M/(F'b x S)= 0.92 F'b = 1350, S = 27.73 Critical Deflection for TL = -0.154 INCH @ 3 L/240 = 0.3" Critical Deflection for LL = -0.096 INCH @ 3 L/360 = 0.2" 1 2 Moment Shear Deflection 6' 92 of 427 Dong Engineering Inc. 22 UNITS RESIDENCE, 30,582 SF GROSS BUILDING AREA 322 N.HARBOR BLVD, SANTA ANA, CA 92703 Job #: 240022 Date : 06/14/2024 Plan : 1 BEAM : 30 - FL AT GYM Loads(Downward+) Beam Weight 15.2 plf from 0 ft to 19.75 ft Exterior Wall: (15)(21.5) = (DL=322.5PLF) form 0 to 19.75 Floor Primary: (20.5+40)(11.2) = (DL=230.6PLF; LL=450PLF) form 0 to 19.75 Roof Primary: (15+20)(11.2) = (DL=168.8PLF; LLr=225PLF) form 0 to 19.75 Point load from Panel P1 of Line 6.3 at @ 7.5(P1*) Point load from Panel P1 of Line 6.3 at @ 12.25(P2*) Reactions (D+Lr+L/Max. Load comb.) Bearing Down Up Overstrength 1 4780/5689 0 5689 2 15382/13811 0 13811 3 4587/5492 0 5492 USE 5 1/4" x 9 1/4" PSL Design with the seismic load effect with overstrength (Omega = 2.5) Critcal Shear = -11838 LB @10' 1.5xV/(F'v x A)= 0.79 F'v = 464, A = 48.56 Critcal Moment = -12809 LB-FT @10' M/(F'b x S)= 0.68 F'b = 3016, S = 74.87 Critical Deflection for TL = -0.269 INCH @ 4.75 L/240 = 0.5" Critical Deflection for LL = -0.153 INCH @ 4.75 L/360 = 0.333" 1 2 3 P1*P2* Moment Shear Deflection 10'9.75' BEAM : 31 - CANT. FL AT GYM Loads(Downward+) Beam Weight 26.3 plf from 0 ft to 21.25 ft Floor Primary: (20.5+40)(1.5~4.8) = (DL=30.8~97.4PLF; LL=60~190PLF) form 14.5 to 21.25 Exterior Wall: (15)(21.5) = (DL=322.5PLF) form 14.5 to 21.25 Point load @ 21.25 : Load from beam 30 at Support 1(P1) Point load from Panel P8 of Line A.3 at @ 11(P2*) Point load from Panel P8 of Line A.3 at @ 17(P3*) Reactions (D+Lr+L/Max. Load comb.) Bearing Down Up Overstrength 1 0/3963 0 3963 2 0/11210 0 11210 USE 5 1/4" x 16" PSL Design with the seismic load effect with overstrength (Omega = 2.5) Critcal Shear = 8159 LB @14.5' 1.5xV/(F'v x A)= 0.5 F'v = 290, A = 84 Critcal Moment = -43570 LB-FT @14.5' M/(F'b x S)= 0.8 F'b = 2900, S = 224 Critical Deflection for TL = -0.303 INCH @ 21.25 L/120 = 0.675" Critical Deflection for LL = -0.11 INCH @ 21.25 L/180 = 0.45" 1 2 P1P2*P3* Moment Shear Deflection 14.5'6.75' 93 of 427 Dong Engineering Inc. 22 UNITS RESIDENCE, 30,582 SF GROSS BUILDING AREA 322 N.HARBOR BLVD, SANTA ANA, CA 92703 Job #: 240022 Date : 06/14/2024 Plan : 1 BEAM : 32 - CANT. FL AT GYM - REF. Loads(Downward+) Beam Weight 18.7 plf from 0 ft to 19.75 ft Point load @ 0 : Load from beam 31 at Support 2(P1) Reactions (D+Lr+L/Max. Load comb.) Bearing Down Up Overstrength 1 0/13217 0 13217 2 0/637 0 637 USE 5 1/8" x 15" GLB Design with the seismic load effect with overstrength (Omega = 2.5) Critcal Shear = -11164 LB @0' 1.5xV/(F'v x A)= 0.82 F'v = 265, A = 76.88 Critcal Moment = -33492 LB-FT @3' M/(F'b x S)= 0.87 F'b = 2400, S = 192.19 Critical Deflection for TL = -0.123 INCH @ 0 L/120 = 0.3" Critical Deflection for LL = -0.04 INCH @ 0 L/180 = 0.2" 1 2 P1 Moment Shear Deflection 3'16.75' BEAM : 33 - FL AT OPEN TO BELOW Loads(Downward+) Beam Weight 15.4 plf from 0 ft to 13 ft Interior Wall: (10)(18) = (DL=180PLF) form 0 to 13 Floor Primary: (20.5+40)(10.5) = (DL=215.2PLF; LL=420PLF) form 0 to 13 Roof Primary: (15+20)(10.5) = (DL=157.5PLF; LLr=210PLF) form 0 to 13 Reactions (D+Lr+L/Max. Load comb.) Bearing Down Up 1 7385/6462 0 2 7385/6462 0 USE 3 1/2" x 14" PSL Critcal Shear = 6154 LB @0' 1.5xV/(F'v x A)= 0.65 F'v = 290, A = 49 Critcal Moment = 20001 LB-FT @6.5' M/(F'b x S)= 0.72 F'b = 2900, S = 114.33 Critical Deflection for TL = -0.399 INCH @ 6.5 L/240 = 0.65" Critical Deflection for LL = -0.171 INCH @ 6.5 L/360 = 0.433" 1 2 Moment Shear Deflection 13' 94 of 427 Dong Engineering Inc. 22 UNITS RESIDENCE, 30,582 SF GROSS BUILDING AREA 322 N.HARBOR BLVD, SANTA ANA, CA 92703 Job #: 240022 Date : 06/14/2024 Plan : 1 BEAM : 33a - FL AT OPEN TO BELOW Loads(Downward+) Beam Weight 23 plf from 0 ft to 13 ft Interior Wall: (10)(18) = (DL=180PLF) form 0 to 13 Floor Primary: (20.5+40)(16.8) = (DL=343.4PLF; LL=670PLF) form 0 to 13 Roof Primary: (15+20)(16.8) = (DL=251.2PLF; LLr=335PLF) form 0 to 13 Reactions (D+Lr+L/Max. Load comb.) Bearing Down Up 1 10225/8965 0 2 10225/8965 0 USE 5 1/4" x 14" PSL Critcal Shear = 8544 LB @0' 1.5xV/(F'v x A)= 0.6 F'v = 290, A = 73.5 Critcal Moment = 27770 LB-FT @6.5' M/(F'b x S)= 0.67 F'b = 2900, S = 171.5 Critical Deflection for TL = -0.369 INCH @ 6.5 L/240 = 0.65" Critical Deflection for LL = -0.156 INCH @ 6.5 L/360 = 0.433" 1 2 Moment Shear Deflection 13' BEAM : 34 - FL AT OPEN TO BELOW Loads(Downward+) Beam Weight 20.3 plf from 0 ft to 11.5 ft Interior Wall: (10)(18) = (DL=180PLF) form 0 to 11.5 Floor Primary: (20.5+40)(10.5) = (DL=215.2PLF; LL=420PLF) form 0 to 11.5 Roof Primary: (15+20)(10.5) = (DL=157.5PLF; LLr=210PLF) form 0 to 11.5 Reactions (D+Lr+L/Max. Load comb.) Bearing Down Up 1 6652/5813 0 2 6652/5813 0 USE 7" x 9 1/4" PSL Critcal Shear = 5533 LB @0' 1.5xV/(F'v x A)= 0.44 F'v = 290, A = 64.75 Critcal Moment = 15908 LB-FT @5.75' M/(F'b x S)= 0.66 F'b = 2900, S = 99.82 Critical Deflection for TL = -0.431 INCH @ 5.75 L/240 = 0.575" Critical Deflection for LL = -0.187 INCH @ 5.75 L/360 = 0.383" 1 2 Moment Shear Deflection 11.5' 95 of 427 Dong Engineering Inc. 22 UNITS RESIDENCE, 30,582 SF GROSS BUILDING AREA 322 N.HARBOR BLVD, SANTA ANA, CA 92703 Job #: 240022 Date : 06/14/2024 Plan : 1 BEAM : 35 - FL AT OPEN TO BELOW - REF. Loads(Downward+) Beam Weight 46.8 plf from 0 ft to 23 ft Floor Primary: (20.5+40)(12.2) = (DL=251.1PLF; LL=490PLF) form 0 to 23 Point load @ 11 : Load from beam 33 at Support 2(P1) Point load @ 11 : Load from beam 34 at Support 1(P2) Point load @ 21.75 : Load from beam 33a at Support 2(P3) Point load @ 21.75 : Load from beam 1 at Support 1(P4) Point load @ 21.75 : Load from beam 3 at Support 1(P5) Point load from Panel P1(Right) of Line 5.3 at @ 21.75(P6*) Reactions (D+Lr+L/Max. Load comb.) Bearing Down Up Overstrength 1 13742/12803 0 12803 2 27549/24495 0 24495 USE 6 3/4" x 28 1/2" GLB Design with the seismic load effect with overstrength (Omega = 2.5) Critcal Shear = -24494 LB @23' 1.5xV/(F'v x A)= 0.72 F'v = 265, A = 192.38 Critcal Moment = 105024 LB-FT @11' M/(F'b x S)= 0.57 F'b = 2400, S = 913.78 Critical Deflection for TL = -0.384 INCH @ 11.73 L/240 = 1.15" Critical Deflection for LL = -0.15 INCH @ 11.73 L/360 = 0.767" 1 2 P1P2 P3P4P5P6* Moment Shear Deflection 23' BEAM : 36 - FL AT OPEN TO BELOW Loads(Downward+) Beam Weight 36.1 plf from 0 ft to 23.25 ft Floor Primary: (20.5+40)(6.5) = (DL=133.2PLF; LL=260PLF) form 0 to 23.25 Exterior Wall: (15)(23) = (DL=345PLF) form 0 to 23.25 Point load @ 11 : Load from beam 33 at Support 1(P1) Point load @ 19.25 : Load from beam 33a at Support 1(P3) Point load from Panel P7(Left) of Line A.3 at @ 19.25(P2*) Reactions (D+Lr+L/Max. Load comb.) Bearing Down Up Overstrength 1 13329/13733 0 13733 2 19441/23367 0 23367 USE 5 1/4" x 22" PSL Design with the seismic load effect with overstrength (Omega = 2.5) Critcal Shear = -17687 LB @23.25' 1.5xV/(F'v x A)= 0.79 F'v = 290, A = 115.5 Critcal Moment = 95630 LB-FT @11' M/(F'b x S)= 0.93 F'b = 2900, S = 423.5 Critical Deflection for TL = -0.977 INCH @ 11.85 L/240 = 1.162" Critical Deflection for LL = -0.315 INCH @ 11.85 L/360 = 0.775" 1 2 P1 P3P2* Moment Shear Deflection 23.25' 96 of 427 Dong Engineering Inc. 22 UNITS RESIDENCE, 30,582 SF GROSS BUILDING AREA 322 N.HARBOR BLVD, SANTA ANA, CA 92703 Job #: 240022 Date : 06/14/2024 Plan : 1 BEAM : 37 - CANT. FL AT GYM - REF. Loads(Downward+) Beam Weight 28.1 plf from 0 ft to 20 ft Point load @ 0 : Load from beam 36 at Support 2(P1) Point load @ 0 : Load from beam 31 at Support 1(P2) Reactions (D+Lr+L/Max. Load comb.) Bearing Down Up Overstrength 1 24789/22274 0 22274 2 153/1149 0 1149 USE 5 1/2" x 21" GLB Design with the seismic load effect with overstrength (Omega = 2.5) Critcal Shear = -18932 LB @0' 1.5xV/(F'v x A)= 0.92 F'v = 265, A = 115.5 Critcal Moment = -56798 LB-FT @3' M/(F'b x S)= 0.7 F'b = 2400, S = 404.25 Critical Deflection for TL = -0.101 INCH @ 0 L/120 = 0.3" Critical Deflection for LL = -0.037 INCH @ 0 L/180 = 0.2" 1 2 P1P2 Moment Shear Deflection 3'17' BEAM : 38 - FL AT GYM Loads(Downward+) Beam Weight 10.2 plf from 0 ft to 10 ft Floor Primary: (20.5+40)(10.8) = (DL=220.4PLF; LL=430PLF) form 0 to 10 Reactions (D+Lr+L/Max. Load comb.) Bearing Down Up 1 3303/3303 0 2 3303/3303 0 USE 3 1/2" x 9 1/4" PSL Critcal Shear = 3302 LB @0' 1.5xV/(F'v x A)= 0.52 F'v = 290, A = 32.38 Critcal Moment = 8257 LB-FT @5' M/(F'b x S)= 0.68 F'b = 2900, S = 49.91 Critical Deflection for TL = -0.322 INCH @ 5 L/240 = 0.5" Critical Deflection for LL = -0.21 INCH @ 5 L/360 = 0.333" 1 2 Moment Shear Deflection 10' 97 of 427 Steel Beam LIC# : KW-06019698, Build:20.23.05.01 DONG ENGINEERING INC (c) ENERCALC INC 1983-2023 DESCRIPTION:BM#35: FL AT OPEN TO BELOW Project File: 240022.ec6 CODE REFERENCES Calculations per AISC 360-16, IBC 2021, ASCE 7-16 Load Combination Set : ASCE 7-16 Material Properties Analysis Method : ksi Bending Axis :Major Axis Bending Beam is Fully Braced against lateral-torsional buckling Allowable Strength Design Fy : Steel Yield :50.0 ksi Beam Bracing :E: Modulus :29,000.0 .Service loads entered. Load Factors will be applied for calculations.Applied Loads Beam self weight calculated and added to loading Uniform Load : D = 0.02050, L = 0.040 ksf, Tributary Width = 12.250 ft, (Floor Primary) Point Load : D = 3.693, Lr = 1.231, L = 2.461 k @ 11.0 ft, (Bm#33) Point Load : D = 3.295, Lr = 1.119, L = 2.238 k @ 11.0 ft, (Bm#34) Point Load : D = 5.185, Lr = 1.680, L = 3.360 k @ 21.750 ft, (Bm#33a) Point Load : D = 2.039, L = 3.711 k @ 21.750 ft, (Bm#1) Point Load : D = 1.487, Lr = 1.856 k @ 21.750 ft, (Bm#3) Point Load : W = -3.955, E = -3.688 k @ 21.750 ft, (SW TENSION @ LINE 5.3) .Design OKDESIGN SUMMARY Maximum Bending Stress Ratio =0.694 : 1 Load Combination +D+L Span # where maximum occurs Span # 1 29.727 k Mn / Omega : Allowable 186.128 k-ft Vn/Omega : Allowable W10x60Section used for this span Span # where maximum occurs Location of maximum on span Span # 1 Load Combination +D+L 85.680 k Section used for this span W10x60 Ma : Applied Maximum Shear Stress Ratio =0.347 : 1 23.000 ft 129.208 k-ft Va : Applied 9,421 >=360 241 Ratio =0 <240.0 Maximum Deflection Max Downward Transient Deflection 0.573 in 481Ratio =>=360 Max Upward Transient Deflection -0.029 in Ratio = Max Downward Total Deflection 1.145 in Ratio =>=240. Max Upward Total Deflection 0.000 in Span: 1 : W Only Span: 1 : L Only Span: 1 : +D+L .Maximum Forces & Stresses for Load Combinations Span # Summary of Moment ValuesLoad Combination Summary of Shear ValuesMax Stress Ratios M V Mmax -Mmax +Rm VnxMa Max Mnx/Omega Cb Va MaxMnx Vnx/OmegaSegment Length D Only Dsgn. L = 23.00 ft 1 0.353 0.177 65.74 65.74 310.83 186.13 1.00 1.00 15.16 128.52 85.68 +D+L Dsgn. L = 23.00 ft 1 0.694 0.347 129.21 129.21 310.83 186.13 1.00 1.00 29.73 128.52 85.68 +D+Lr Dsgn. L = 23.00 ft 1 0.437 0.229 81.30 81.30 310.83 186.13 1.00 1.00 19.63 128.52 85.68 +D+0.750Lr+0.750L 98 of 427 Steel Beam LIC# : KW-06019698, Build:20.23.05.01 DONG ENGINEERING INC (c) ENERCALC INC 1983-2023 DESCRIPTION:BM#35: FL AT OPEN TO BELOW Project File: 240022.ec6 Maximum Forces & Stresses for Load Combinations Span # Summary of Moment ValuesLoad Combination Summary of Shear ValuesMax Stress Ratios M V Mmax -Mmax +Rm VnxMa Max Mnx/Omega Cb Va MaxMnx Vnx/OmegaSegment Length Dsgn. L = 23.00 ft 1 0.672 0.344 125.01 125.01 310.83 186.13 1.00 1.00 29.44 128.52 85.68 +D+0.750L Dsgn. L = 23.00 ft 1 0.609 0.304 113.34 113.34 310.83 186.13 1.00 1.00 26.08 128.52 85.68 +D+0.60W Dsgn. L = 23.00 ft 1 0.346 0.151 64.32 64.32 310.83 186.13 1.00 1.00 12.91 128.52 85.68 +D+0.750Lr+0.750L+0.450W Dsgn. L = 23.00 ft 1 0.666 0.324 123.95 123.95 310.83 186.13 1.00 1.00 27.75 128.52 85.68 +D+0.750L+0.450W Dsgn. L = 23.00 ft 1 0.603 0.285 112.27 112.27 310.83 186.13 1.00 1.00 24.40 128.52 85.68 +0.60D+0.60W Dsgn. L = 23.00 ft 1 0.204 0.080 38.03 38.03 310.83 186.13 1.00 1.00 6.85 128.52 85.68 +D+0.70E Dsgn. L = 23.00 ft 1 0.345 0.148 64.20 64.20 310.83 186.13 1.00 1.00 12.72 128.52 85.68 +D+0.750L+0.5250E Dsgn. L = 23.00 ft 1 0.603 0.283 112.18 112.18 310.83 186.13 1.00 1.00 24.25 128.52 85.68 +0.60D+0.70E Dsgn. L = 23.00 ft 1 0.204 0.078 37.90 37.90 310.83 186.13 1.00 1.00 6.65 128.52 85.68 . Location in SpanLoad CombinationMax. "-" Defl Location in SpanLoad Combination Span Max. "+" Defl Overall Maximum Deflections +D+L 1 1.1449 11.566 0.0000 0.000 . Load Combination Support 1 Support 2 Vertical Reactions Support notation : Far left is #1 Values in KIPS Max Upward from all Load Conditions 16.168 29.727 0.550 Max Upward from Load Combinations 16.168 29.727 0.550 Max Upward from Load Cases 8.471 15.158 0.550 Max Downward from all Load Conditions (Resisting Uplift-0.215 -3.740 0.550 Max Downward from Load Combinations (Resisting Uplift)0.550 Max Downward from Load Cases (Resisting Uplift)-0.215 -3.740 0.550 D Only 7.697 15.158 0.550 +D+L 16.168 29.727 0.550 +D+Lr 9.116 19.625 0.550 +D+0.750Lr+0.750L 15.114 29.435 0.550 +D+0.750L 14.050 26.084 0.550 +D+0.60W 7.568 12.914 0.550 +D+0.750Lr+0.750L+0.450W 15.017 27.752 0.550 +D+0.750L+0.450W 13.954 24.401 0.550 +0.60D+0.60W 4.489 6.851 0.550 +D+0.70E 7.557 12.716 0.550 +D+0.750L+0.5250E 13.945 24.253 0.550 +0.60D+0.70E 4.478 6.653 0.550 Lr Only 1.418 4.468 0.550 L Only 8.471 14.569 0.550 W Only -0.215 -3.740 0.550 E Only -0.200 -3.488 0.550 99 of 427 Steel Beam LIC# : KW-06019698, Build:20.23.05.01 DONG ENGINEERING INC (c) ENERCALC INC 1983-2023 DESCRIPTION:BM#37: CANT. FL AT GYM Project File: 240022.ec6 CODE REFERENCES Calculations per AISC 360-16, IBC 2021, ASCE 7-16 Load Combination Set : ASCE 7-16 Material Properties Analysis Method : ksi Bending Axis :Major Axis Bending Beam is Fully Braced against lateral-torsional buckling Allowable Strength Design Fy : Steel Yield :50.0 ksi Beam Bracing :E: Modulus :29,000.0 .Service loads entered. Load Factors will be applied for calculations.Applied Loads Beam self weight calculated and added to loading Load(s) for Span Number 1 Point Load : D = 12.020, Lr = 1.753, L = 5.668, W = -1.403, E = -3.119 k @ 0.0 ft, (BM#36) .Design OKDESIGN SUMMARY Maximum Bending Stress Ratio =0.357 : 1 Load Combination +D+L Span # where maximum occurs Span # 1 17.862 k Mn / Omega : Allowable 149.202 k-ft Vn/Omega : Allowable W8x58Section used for this span Span # where maximum occurs Location of maximum on span Span # 1 Load Combination +D+L 89.250 k Section used for this span W8x58 Ma : Applied Maximum Shear Stress Ratio =0.200 : 1 3.000 ft 53.325 k-ft Va : Applied 1,471 >=360 267 Ratio =833 >=240. Maximum Deflection Max Downward Transient Deflection 0.089 in 809Ratio =>=360 Max Upward Transient Deflection -0.049 in Ratio = Max Downward Total Deflection 0.269 in Ratio =>=240. Max Upward Total Deflection -0.245 in Span: 2 : E Only Span: 2 : L Only Span: 2 : +D+L Span: 2 : +D+L .Maximum Forces & Stresses for Load Combinations Span # Summary of Moment ValuesLoad Combination Summary of Shear ValuesMax Stress Ratios M V Mmax -Mmax +Rm VnxMa Max Mnx/Omega Cb Va MaxMnx Vnx/OmegaSegment Length D Only Dsgn. L = 3.00 ft 1 0.243 0.137 -36.32 36.32 249.17 149.20 1.00 1.00 12.19 133.88 89.25 Dsgn. L = 17.00 ft 2 0.243 0.029 -36.32 36.32 249.17 149.20 1.00 1.00 2.63 133.88 89.25 +D+L Dsgn. L = 3.00 ft 1 0.357 0.200 -53.33 53.33 249.17 149.20 1.00 1.00 17.86 133.88 89.25 Dsgn. L = 17.00 ft 2 0.357 0.041 -53.33 53.33 249.17 149.20 1.00 1.00 3.63 133.88 89.25 +D+Lr Dsgn. L = 3.00 ft 1 0.279 0.156 -41.58 41.58 249.17 149.20 1.00 1.00 13.95 133.88 89.25 Dsgn. L = 17.00 ft 2 0.279 0.033 -41.58 41.58 249.17 149.20 1.00 1.00 2.94 133.88 89.25 +D+0.750Lr+0.750L Dsgn. L = 3.00 ft 1 0.355 0.199 -53.02 53.02 249.17 149.20 1.00 1.00 17.76 133.88 89.25 Dsgn. L = 17.00 ft 2 0.355 0.040 -53.02 53.02 249.17 149.20 1.00 1.00 3.61 133.88 89.25 +D+0.750L Dsgn. L = 3.00 ft 1 0.329 0.184 -49.07 49.07 249.17 149.20 1.00 1.00 16.45 133.88 89.25 Dsgn. L = 17.00 ft 2 0.329 0.038 -49.07 49.07 249.17 149.20 1.00 1.00 3.38 133.88 89.25 +D+0.60W Dsgn. L = 3.00 ft 1 0.227 0.127 -33.80 33.80 249.17 149.20 1.00 1.00 11.35 133.88 89.25 Dsgn. L = 17.00 ft 2 0.227 0.028 -33.80 33.80 249.17 149.20 1.00 1.00 2.48 133.88 89.25 +D+0.750Lr+0.750L+0.450W Dsgn. L = 3.00 ft 1 0.343 0.192 -51.12 51.12 249.17 149.20 1.00 1.00 17.13 133.88 89.25 Dsgn. L = 17.00 ft 2 0.343 0.039 -51.12 51.12 249.17 149.20 1.00 1.00 3.50 133.88 89.25100 of 427 Steel Beam LIC# : KW-06019698, Build:20.23.05.01 DONG ENGINEERING INC (c) ENERCALC INC 1983-2023 DESCRIPTION:BM#37: CANT. FL AT GYM Project File: 240022.ec6 Maximum Forces & Stresses for Load Combinations Span # Summary of Moment ValuesLoad Combination Summary of Shear ValuesMax Stress Ratios M V Mmax -Mmax +Rm VnxMa Max Mnx/Omega Cb Va MaxMnx Vnx/OmegaSegment Length +D+0.750L+0.450W Dsgn. L = 3.00 ft 1 0.316 0.177 -47.18 47.18 249.17 149.20 1.00 1.00 15.81 133.88 89.25 Dsgn. L = 17.00 ft 2 0.316 0.037 -47.18 47.18 249.17 149.20 1.00 1.00 3.27 133.88 89.25 +0.60D+0.60W Dsgn. L = 3.00 ft 1 0.129 0.073 -19.27 19.27 249.17 149.20 1.00 1.00 6.47 133.88 89.25 Dsgn. L = 17.00 ft 2 0.129 0.016 -19.27 19.27 249.17 149.20 1.00 1.00 1.43 133.88 89.25 +D+0.70E Dsgn. L = 3.00 ft 1 0.200 0.112 -29.77 29.77 249.17 149.20 1.00 1.00 10.01 133.88 89.25 Dsgn. L = 17.00 ft 2 0.200 0.025 -29.77 29.77 249.17 149.20 1.00 1.00 2.24 133.88 89.25 +D+0.750L+0.5250E Dsgn. L = 3.00 ft 1 0.296 0.166 -44.16 44.16 249.17 149.20 1.00 1.00 14.81 133.88 89.25 Dsgn. L = 17.00 ft 2 0.296 0.035 -44.16 44.16 249.17 149.20 1.00 1.00 3.09 133.88 89.25 +0.60D+0.70E Dsgn. L = 3.00 ft 1 0.102 0.058 -15.24 15.24 249.17 149.20 1.00 1.00 5.13 133.88 89.25 Dsgn. L = 17.00 ft 2 0.102 0.013 -15.24 15.24 249.17 149.20 1.00 1.00 1.19 133.88 89.25 . Location in SpanLoad CombinationMax. "-" Defl Location in SpanLoad Combination Span Max. "+" Defl Overall Maximum Deflections +D+L 1 0.2695 0.000 0.0000 0.000 +D+L20.0000 0.000 -0.2450 7.140 . Load Combination Support 1 Support 2 Support 3 Vertical Reactions Support notation : Far left is #1 Values in KIPS Max Upward from all Load Conditions 21.492 0.550 Max Upward from Load Combinations 21.492 Max Upward from Load Cases 14.824 0.550 Max Downward from all Load Conditions (Resisting Uplift -3.669 -2.644 Max Downward from Load Combinations (Resisting Uplift)-2.644 Max Downward from Load Cases (Resisting Uplift)-3.669 -1.644 D Only 14.824 -1.644 +D+L 21.492 -2.644 +D+Lr 16.886 -1.953 +D+0.750Lr+0.750L 21.371 -2.626 +D+0.750L 19.825 -2.394 +D+0.60W 13.833 -1.495 +D+0.750Lr+0.750L+0.450W 20.629 -2.514 +D+0.750L+0.450W 19.082 -2.282 +0.60D+0.60W 7.904 -0.838 +D+0.70E 12.255 -1.258 +D+0.750L+0.5250E 17.898 -2.105 +0.60D+0.70E 6.326 -0.601 Lr Only 2.062 -0.309 L Only 6.668 -1.000 W Only -1.651 0.248 E Only -3.669 0.550 101 of 427 Steel Beam LIC# : KW-06019698, Build:20.23.05.01 DONG ENGINEERING INC (c) ENERCALC INC 1983-2023 DESCRIPTION:HOIST BM Project File: 240022.ec6 CODE REFERENCES Calculations per AISC 360-16, IBC 2021, ASCE 7-16 Load Combination Set : IBC 2021 Material Properties Analysis Method : ksi Bending Axis :Major Axis Bending Beam is Fully Braced against lateral-torsional buckling Allowable Strength Design Fy : Steel Yield :50.0 ksi Beam Bracing :E: Modulus :29,000.0 .Service loads entered. Load Factors will be applied for calculations.Applied Loads Beam self weight NOT internally calculated and added Load(s) for Span Number 1 Point Load : D = 4.0 k @ 4.50 ft, (ELEV LOAD) .Design OKDESIGN SUMMARY Maximum Bending Stress Ratio =0.435 : 1 Load Combination D Only Span # where maximum occurs Span # 1 2.0 k Mn / Omega : Allowable 20.709 k-ft Vn/Omega : Allowable W6x12Section used for this span Span # where maximum occurs Location of maximum on span Span # 1 Load Combination D Only 27.738 k Section used for this span W6x12 Ma : Applied Maximum Shear Stress Ratio =0.072 : 1 0.000 ft 9.000 k-ft Va : Applied 0 <360 657 Ratio =0 <240.0 Maximum Deflection Max Downward Transient Deflection 0.000 in 0Ratio =<360 Max Upward Transient Deflection 0.000 in Ratio = Max Downward Total Deflection 0.164 in Ratio =>=240. Max Upward Total Deflection 0.000 in Span: 1 : D Only .Maximum Forces & Stresses for Load Combinations Span # Summary of Moment ValuesLoad Combination Summary of Shear ValuesMax Stress Ratios M V Mmax -Mmax +Rm VnxMa Max Mnx/Omega Cb Va MaxMnx Vnx/OmegaSegment Length D Only Dsgn. L = 9.00 ft 1 0.435 0.072 9.00 9.00 34.58 20.71 1.00 1.00 2.00 41.61 27.74 +0.60D Dsgn. L = 9.00 ft 1 0.261 0.043 5.40 5.40 34.58 20.71 1.00 1.00 1.20 41.61 27.74 . Location in SpanLoad CombinationMax. "-" Defl Location in SpanLoad Combination Span Max. "+" Defl Overall Maximum Deflections D Only 1 0.1645 4.500 0.0000 0.000 . Load Combination Support 1 Support 2 Vertical Reactions Support notation : Far left is #1 Values in KIPS Max Upward from all Load Conditions 2.000 2.000 0.550 Max Upward from Load Combinations 1.200 1.200 0.550 Max Upward from Load Cases 2.000 2.000 0.550 Max Downward from all Load Conditions (Resisting Uplift 0.550 Max Downward from Load Combinations (Resisting Uplift)0.550 Max Downward from Load Cases (Resisting Uplift)0.550 D Only 2.000 2.000 0.550 +0.60D 1.200 1.200 0.550 102 of 427 240022 FOUNDATION.cpt 12/31/2024 RAM Concept © 2019 Bentley Systems, Inc. RAM Concept™ is a trademark of Bentley Systems 8.0 103 of 427 Units .................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................... 6 Signs .................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................... 8 Materials .................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................... 10 Loadings .................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................... 12 Load Combinations .................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................... 13 Design Rules .................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................... 19 Detailing Rules .................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................... 20 Load History .................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................... 21 Tendon Parameters Groups .................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................... 22 Element: Standard Plan .................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................... 23 Element: Slab Summary Plan .................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................... 24 Other Dead Loading: All Loads Plan .................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................... 25 Live (Unreducible) Loading: All Loads Plan .................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................... 26 Service LC: D + L: Std Deflection Plan .................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................... 27 Service LC: D + L: Max Soil Bearing Pressure Plan .................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................... 28 Service LC: D + L: Min Soil Bearing Pressure Plan .................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................... 29 Service LC: D: Std Deflection Plan .................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................... 30 Service LC: D: Max Soil Bearing Pressure Plan .................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................... 31 Service LC: D: Min Soil Bearing Pressure Plan .................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................... 32 Service LC: D + 0.75L + 0.75Lr: Std Deflection Plan .................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................... 33 Service LC: D + 0.75L + 0.75Lr: Max Soil Bearing Pressure Plan .................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................... 34 Service LC: D + 0.75L + 0.75Lr: Min Soil Bearing Pressure Plan .................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................... 35 Service Seismic LC: D + 0.7E: Max Soil Bearing Pressure Plan .................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................... 36 Service Seismic LC: D + 0.7E: Min Soil Bearing Pressure Plan .................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................... 37 Service Seismic LC: D - 0.7E: Max Soil Bearing Pressure Plan .................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................... 38 Service Seismic LC: D - 0.7E: Min Soil Bearing Pressure Plan .................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................... 39 Service Seismic LC: 0.6D + 0.7E: Max Soil Bearing Pressure Plan .................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................... 40 Service Seismic LC: 0.6D + 0.7E: Min Soil Bearing Pressure Plan .................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................... 41 Service Seismic LC: 0.6D - 0.7E: Max Soil Bearing Pressure Plan .................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................... 42 Service Seismic LC: 0.6D - 0.7E: Min Soil Bearing Pressure Plan .................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................... 43 Factored LC: 1.4D: Max Mx Plan .................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................... 44 240022 FOUNDATION.cpt - 12/31/2024 Table of Contents Table of Contents - 3 104 of 427 Service Seismic LC: 0.6D - 0.7E: Min Soil Bearing Pressure Plan .................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................... 43 Factored LC: 1.4D: Max Mx Plan .................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................... 44 Factored LC: 1.4D: Min Mx Plan .................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................... 45 Factored LC: 1.4D: Max My Plan .................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................... 46 Factored LC: 1.4D: Min My Plan .................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................... 47 Factored LC: 0.9D: Max Mx Plan .................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................... 48 Factored LC: 0.9D: Min Mx Plan .................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................... 49 Factored LC: 0.9D: Max My Plan .................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................... 50 Factored LC: 0.9D: Min My Plan .................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................... 51 Factored LC: 1.2D + 1.6L + 0.5Lr: Max Mx Plan .................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................... 52 Factored LC: 1.2D + 1.6L + 0.5Lr: Min Mx Plan .................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................... 53 Factored LC: 1.2D + 1.6L + 0.5Lr: Max My Plan .................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................... 54 Factored LC: 1.2D + 1.6L + 0.5Lr: Min My Plan .................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................... 55 Factored LC: 0.9D + 1.6L + 0.5Lr: Max Mx Plan .................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................... 56 Factored LC: 0.9D + 1.6L + 0.5Lr: Min Mx Plan .................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................... 57 Factored LC: 0.9D + 1.6L + 0.5Lr: Max My Plan .................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................... 58 Factored LC: 0.9D + 1.6L + 0.5Lr: Min My Plan .................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................... 59 Factored Seismic LC: 0.9D + E: Max Mx Plan .................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................... 60 Factored Seismic LC: 0.9D + E: Min Mx Plan .................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................... 61 Factored Seismic LC: 0.9D + E: Max My Plan .................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................... 62 Factored Seismic LC: 0.9D + E: Min My Plan .................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................... 63 Factored Seismic LC: 0.9D - E: Max Mx Plan .................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................... 64 Factored Seismic LC: 0.9D - E: Min Mx Plan .................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................... 65 Factored Seismic LC: 0.9D - E: Max My Plan .................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................... 66 Factored Seismic LC: 0.9D - E: Min My Plan .................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................... 67 Design Strip: Longitude Design Spans Plan .................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................... 68 Design Strip: Latitude Design Spans Plan .................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................... 69 Design Strip: Punching Checks Plan .................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................... 70 Reinforcement: Top Bars Plan .................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................... 71 Reinforcement: Bottom Bars Plan .................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................... 72 Reinforcement: Shear Bars Plan .................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................... 73 Reinforcement: SSR Plan .................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................... 74 240022 FOUNDATION.cpt - 12/31/2024 Table of Contents (2) Table of Contents - 4 105 of 427 Reinforcement: Shear Bars Plan .................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................... 73 Reinforcement: SSR Plan .................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................... 74 Reinforcement: Individual Top Bars Plan .................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................... 75 Reinforcement: Individual Bottom Bars Plan .................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................... 76 Maximum Short Term Load: Std Deflection Plan .................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................... 77 Sustained Load: Std Deflection Plan .................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................... 78 Final Instantaneous Load: Std Deflection Plan .................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................... 79 Additional Mass Loading: All Loads Plan .................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................... 80 Vibration Analysis: Excitation Areas Plan .................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................... 81 Vibration Analysis: Max RMS Velocity Plan .................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................... 82 Vibration Analysis: Max RMS Acceleration Plan .................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................... 83 Vibration Analysis: Max Response Factor Plan .................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................... 84 Design Status: Punching Shear Status Plan .................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................... 85 Design Status: Latitude Status Plan .................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................... 86 Design Status: Latitude Top Reinforcement Plan .................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................... 87 Design Status: Latitude Bottom Reinforcement Plan .................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................... 88 Design Status: Latitude Shear Reinforcement Plan .................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................... 89 Design Status: Longitude Status Plan .................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................... 90 Design Status: Longitude Top Reinforcement Plan .................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................... 91 Design Status: Longitude Bottom Reinforcement Plan .................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................... 92 Design Status: Longitude Shear Reinforcement Plan .................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................... 93 Calc Log .................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................... 94 Load History Calc Log .................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................... 104 Estimate .................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................... 125 240022 FOUNDATION.cpt - 12/31/2024 Table of Contents (3) Table of Contents - 5 106 of 427 Geometry Units Plan Dimensions: feet Slab Thickness: inches Support Dimensions: inches Angles: degrees Elevations: inches Support Height: feet Loading and Reaction Units Point Force: Kips Line Force: kips/ft Area Force: psf - Report As Zero: 0 Kips - Report As Zero: 0 kips/ft - Report As Zero: 0 psf Point Moment: kip-ft Line Moment: Kips Area Moment: #/foot - Report As Zero: 0 kip-ft - Report As Zero: 0 Kips - Report As Zero: 0 #/foot Spring and Stiffness Units Point Force Spring: kips/in Line Force Spring: ksi Area Force Spring: pci Point Moment Spring: k-ft/° Line Moment Spring: k/° Area Moment Spring: k/ft° Slab Analysis Units Force: Kips Moment: kip-ft Concrete Stress: psi - Report As Zero: 0 Kips - Report As Zero: 0 kip-ft - Report As Zero: 0 psi Force Per Width: kips/ft Moment Per Width: Kips Deflection: inches - Report As Zero: 0 kips/ft - Report As Zero: 0 Kips - Report As Zero: 0 inches Materials Units 240022 FOUNDATION.cpt - 12/31/2024 Units Units - 6 107 of 427 Materials Units Concrete Volume: yd³ Reinforcing Area: in² Reinforcement Weight: tons Tendon Force: Kips Tendon Force Per Width: kips/ft Tendon Profile: inches Reinforcing Stress: ksi PT Weight: pounds Cover: inches Miscellaneous Units Floor Area: ft² Density: pcf Elongations: inches Tendon Angles (for friction): radians 240022 FOUNDATION.cpt - 12/31/2024 Units (2) Units - 7 108 of 427 Positive Loads Positive Analysis Positive Reactions 240022 FOUNDATION.cpt - 12/31/2024 Signs Signs - 8 109 of 427 240022 FOUNDATION.cpt - 12/31/2024 Signs (2) Signs - 9 110 of 427 Concrete Mix Mix Name Density (pcf) Density For Loads (pcf) f'ci (psi) f'c (psi) fcui (psi) fcu (psi) Poissons Ratio Ec Calc User Eci (psi) User Ec (psi) 3000 psi 150 150 3000 3000 3725 3725 0.2 Code 2500000 3000000 4000 psi 150 150 3000 4000 3725 4975 0.2 Code 2500000 3000000 5000 psi 150 150 3000 5000 3725 6399 0.2 Code 2500000 3000000 6000 psi 150 150 3000 6000 3725 7450 0.2 Code 2500000 3000000 4500 psi 150 150 3000 4500 3725 5590 0.2 Code 2500000 3000000 PT Systems System Name Type Aps (in²) Eps (ksi) fse (ksi) fpy (ksi) fpu (ksi) Duct Width (inches) Strands Per Duct Min Radius (feet) ½" Unbonded unbonded 0.153 28000 175 243 270 0.5 1 6 ½" Bonded bonded 0.153 28000 160 243 270 3 4 6 0.6" Unbonded unbonded 0.217 28000 175 243 270 0.6 1 8 0.6" Bonded bonded 0.217 28000 160 243 270 4 4 8 PT Stressing Parameters System Name Jacking Stress (ksi) Seating Loss (inches) Anchor Friction Wobble Friction (1/feet) Angular Friction (1/radians) Long-Term Losses (ksi) ½" Unbonded 216 0.25 0 0.0014 0.07 22 ½" Bonded 216 0.25 0.02 0.001 0.2 22 0.6" Unbonded 216 0.25 0 0.0014 0.07 22 0.6" Bonded 216 0.25 0.02 0.001 0.2 22 Reinforcing Bars 240022 FOUNDATION.cpt - 12/31/2024 Materials Materials - 10 111 of 427 Reinforcing Bars Bar Name As (in²) Es (ksi) Fy (ksi) Coating Straight Ld/Db 90 Hook Ld/Db 180 Hook Ld/Db #3 0.11 29000 60 None Code Code Code #4 0.2 29000 60 None Code Code Code #5 0.31 29000 60 None Code Code Code #6 0.44 29000 60 None Code Code Code #7 0.6 29000 60 None Code Code Code #8 0.79 29000 60 None Code Code Code #9 1 29000 60 None Code Code Code #10 1.27 29000 60 None Code Code Code #11 1.56 29000 60 None Code Code Code SSR Systems SSR System Name Stud Area (in²) Head Area (in²) Min Clear Head Spacing (inches) Specified Stud Spacing (inches) Fy (ksi) Stud Spacing Rounding Increment (inches) Min Studs Per Rail System Type 3/8" SSR 0.11 1.11 0.5 None 50 0.25 2 Rail 1/2" SSR 0.196 1.96 0.5 None 50 0.25 2 Rail 5/8" SSR 0.307 3.07 0.5 None 50 0.25 2 Rail 3/4" SSR 0.442 4.42 0.5 None 50 0.25 2 Rail Ancon Shearfix Auto-Size 0.1217 1.096 0.5906 None 72.52 0.03937 2 Rail Ancon Shearfix 10 mm0.1217 1.096 0.5906 None 72.52 0.03937 2 Rail Ancon Shearfix 12 mm0.1753 1.578 0.5906 None 72.52 0.03937 2 Rail Ancon Shearfix 14 mm0.2386 2.147 0.5906 None 72.52 0.03937 2 Rail Ancon Shearfix 16 mm0.3116 2.805 0.5906 None 72.52 0.03937 2 Rail Ancon Shearfix 20 mm0.4869 4.383 0.5906 None 72.52 0.03937 2 Rail Ancon Shearfix 24 mm0.7012 6.311 0.5906 None 72.52 0.03937 2 Rail 240022 FOUNDATION.cpt - 12/31/2024 Materials (2) Materials - 11 112 of 427 Loading Name Type Analysis On-Pattern Factor Off-Pattern Factor Self-Dead Loading Self-Weight Normal 1 1 Balance Loading Balance Normal 1 1 Hyperstatic Loading Hyperstatic Hyperstatic 1 1 Other Dead Loading Dead Normal 1 1 Live (Unreducible) Loading Live (Unreducible) Normal 1 0 Ultimate Seismic North Loading Ultimate Seismic 1 Normal 1 1 Ultimate Seismic East Loading Ultimate Seismic 2 Normal 1 1 240022 FOUNDATION.cpt - 12/31/2024 Loadings Loadings - 12 113 of 427 All Dead LC Active Design Criteria: <none> Analysis: Zero-Tension Loading Standard Factor Self-Dead Loading 1 Other Dead Loading 1 Dead + Balance LC Active Design Criteria: <none> Analysis: Zero-Tension Loading Standard Factor Self-Dead Loading 1 Balance Loading 1 Other Dead Loading 1 Initial Service LC Active Design Criteria: Initial Service Design Analysis: Zero-Tension Loading Standard Factor Self-Dead Loading 1 Balance Loading 1.13 Service LC: D + L 240022 FOUNDATION.cpt - 12/31/2024 Load Combinations Load Combinations - 13 114 of 427 Service LC: D + L Active Design Criteria: User Minimum Design, Code Minimum Design, Service Design, Soil Bearing Design Analysis: Zero-Tension Loading Standard Factor Self-Dead Loading 1 Balance Loading 1 Other Dead Loading 1 Live (Unreducible) Loading 1 Service LC: D Active Design Criteria: User Minimum Design, Code Minimum Design, Service Design, Soil Bearing Design Analysis: Zero-Tension Loading Standard Factor Self-Dead Loading 1 Balance Loading 1 Other Dead Loading 1 Service LC: D + 0.75L + 0.75Lr Active Design Criteria: User Minimum Design, Code Minimum Design, Service Design, Soil Bearing Design Analysis: Zero-Tension Loading Standard Factor Self-Dead Loading 1 Balance Loading 1 Other Dead Loading 1 Live (Unreducible) Loading 0.75 Service Seismic LC: D + 0.7E 240022 FOUNDATION.cpt - 12/31/2024 Load Combinations (2) Load Combinations - 14 115 of 427 Service Seismic LC: D + 0.7E Active Design Criteria: Soil Bearing Design Analysis: Zero-Tension Key Lateral Loading: Seismic-Ultimate Standard Factor: 0.7 Loading Standard Factor Self-Dead Loading 1 Balance Loading 1 Other Dead Loading 1 Service Seismic LC: D - 0.7E Active Design Criteria: Soil Bearing Design Analysis: Zero-Tension Key Lateral Loading: Seismic-Ultimate Standard Factor: -0.7 Loading Standard Factor Self-Dead Loading 1 Balance Loading 1 Other Dead Loading 1 Service Seismic LC: 0.6D + 0.7E Active Design Criteria: Soil Bearing Design Analysis: Zero-Tension Key Lateral Loading: Seismic-Ultimate Standard Factor: 0.7 Loading Standard Factor Self-Dead Loading 0.6 Balance Loading 1 Other Dead Loading 0.6 Service Seismic LC: 0.6D - 0.7E 240022 FOUNDATION.cpt - 12/31/2024 Load Combinations (3) Load Combinations - 15 116 of 427 Service Seismic LC: 0.6D - 0.7E Active Design Criteria: Soil Bearing Design Analysis: Zero-Tension Key Lateral Loading: Seismic-Ultimate Standard Factor: -0.7 Loading Standard Factor Self-Dead Loading 0.6 Balance Loading 1 Other Dead Loading 0.6 Sustained Service LC Active Design Criteria: Sustained Service Design Analysis: Zero-Tension Loading Standard Factor Self-Dead Loading 1 Balance Loading 1 Other Dead Loading 1 Live (Unreducible) Loading 0.5 Factored LC: 1.4D Active Design Criteria: User Minimum Design, Code Minimum Design, Strength Design, Ductility Design Analysis: Zero-Tension Loading Standard Factor Self-Dead Loading 1.4 Hyperstatic Loading 1 Other Dead Loading 1.4 Factored LC: 0.9D 240022 FOUNDATION.cpt - 12/31/2024 Load Combinations (4) Load Combinations - 16 117 of 427 Factored LC: 0.9D Active Design Criteria: User Minimum Design, Code Minimum Design, Strength Design, Ductility Design Analysis: Zero-Tension Loading Standard Factor Self-Dead Loading 0.9 Hyperstatic Loading 1 Other Dead Loading 0.9 Factored LC: 1.2D + 1.6L + 0.5Lr Active Design Criteria: User Minimum Design, Code Minimum Design, Strength Design, Ductility Design Analysis: Zero-Tension Loading Standard Factor Self-Dead Loading 1.2 Hyperstatic Loading 1 Other Dead Loading 1.2 Live (Unreducible) Loading 1.6 Factored LC: 0.9D + 1.6L + 0.5Lr Active Design Criteria: User Minimum Design, Code Minimum Design, Strength Design, Ductility Design Analysis: Zero-Tension Loading Standard Factor Self-Dead Loading 0.9 Hyperstatic Loading 1 Other Dead Loading 0.9 Live (Unreducible) Loading 1.6 Factored Seismic LC: 0.9D + E 240022 FOUNDATION.cpt - 12/31/2024 Load Combinations (5) Load Combinations - 17 118 of 427 Factored Seismic LC: 0.9D + E Active Design Criteria: User Minimum Design, Code Minimum Design, Strength Design, Ductility Design Analysis: Zero-Tension Key Lateral Loading: Seismic-Ultimate Standard Factor: 1 Loading Standard Factor Self-Dead Loading 0.9 Hyperstatic Loading 1 Other Dead Loading 0.9 Factored Seismic LC: 0.9D - E Active Design Criteria: User Minimum Design, Code Minimum Design, Strength Design, Ductility Design Analysis: Zero-Tension Key Lateral Loading: Seismic-Ultimate Standard Factor: -1 Loading Standard Factor Self-Dead Loading 0.9 Hyperstatic Loading 1 Other Dead Loading 0.9 240022 FOUNDATION.cpt - 12/31/2024 Load Combinations (6) Load Combinations - 18 119 of 427 Code Minimum Design 318-14 Min. Reinforcement User Minimum Design Specified Min. Reinforcement Initial Service Design 318-14 Initial Service Design Service Design 318-14 Service Design Include detailed section analysis Sustained Service Design 318-14 Sustained Service Design Strength Design 318-14 Strength Design Punching Shear Design Ductility Design 318-14 Ductility Design Soil Bearing Design None 240022 FOUNDATION.cpt - 12/31/2024 Design Rules Design Rules - 19 120 of 427 Custom Span Detailing Rules A,B,C A,B,C D,E,F R1 × max(La,Lb) R1 × max(La,Lb) *R1 × max(Lb,5Lc) *R1 × max(Lb,5Lc) R2 × La R2 × Lb R2 × Lb La Lb Lc Rule Name A Fraction A R1 B Fraction B R1 C Fraction C R1 D Fraction D R2 E Fraction E R2 F Fraction F R2 None 0 0 0 0 0 0 0 0 0 0 0 0 "A", "B" and "C", are support reinforcement sets, based on the peak reinforcement in the support zone. "D", "E" and "F", are span reinforcement sets, based on the peak reinforcement in the span zone. "*R1" is never taken as greater than 0.2 when multiplied by Lc (or Lcc). "Fraction" is the ratio of set reinforcement to peak reinforcement. It is always in the 0.0 to 1.0 range. 240022 FOUNDATION.cpt - 12/31/2024 Detailing Rules Detailing Rules - 20 121 of 427 Load History Step Name Load Combination Duration (days) Total Age (days) Maximum Short Term Load Service LC: D + L 30 33 Sustained Load Sustained Service LC 5000 5033 Final Instantaneous Load Service LC: D + L 5000 10030 240022 FOUNDATION.cpt - 12/31/2024 Load History Load History - 21 122 of 427 Banded Tendon Polyline Groups Group Name PT System I.P. Ratio Eff. Force (Kips) Number of Strands Optimize Min Force (Kips) Max Force (Kips) Force Incr. (Kips) Min Strands Max Strands Strands Increment Distributed Tendon Quadrilateral Groups Group Name PT System I.P. Ratio Spacing (feet) Eff. Force (kips/ft) # Strands (1/feet) Optimize Min Force (kips/ft) Max Force (kips/ft) Force Incr. (kips/ft) Min Strands (1/feet) Max Strands (1/feet) Strands Incr. (1/feet) Profile Polyline Groups Group Name Elevation Reference Elevation (inches) Optimize Min Elevation (inches) Max Elevation (inches) Elevation Incr. (inches) 240022 FOUNDATION.cpt - 12/31/2024 Tendon Parameters Groups Tendon Parameters Groups - 22 123 of 427 Element: User Lines; User Notes; User Dimensions; Wall Elements Below; Wall Elements Above; Column Elements Below; Column Elements Above; Slab Elements; Point Springs; Point Spring Icons; Line Springs; Line Spring Icons; Area Springs; Area Spring Icons; Point Supports; Point Support Icons; Line Supports; Line Support Icons; Drawing Import: User Lines; User Notes; User Dimensions; Scale = 1:250 240022 FOUNDATION.cpt - 12/31/2024 Element: Standard Plan Element: Standard Plan - 23 124 of 427 t=20 TOC=0 4000 psi t=20 TOC=0 4000 psi t=20 TOC=0 4000 psi t=20 TOC=0 4000 psi t=20 TOC=0 4000 psi t=20 TOC=0 4000 psi t=20 TOC=0 4000 psi t=20 TOC=0 4000 psi t=20 TOC=0 4000 psi t=20 TOC=0 4000 psi t=20 TOC=0 4000 psi t=20 TOC=0 4000 psi t=20 TOC=0 4000 psi t=20 TOC=0 4000 psi t=20 TOC=0 4000 psi t=20 TOC=0 4000 psi t=20 TOC=0 4000 psi t=20 TOC=0 4000 psi t=20 TOC=0 4000 psi t=20 TOC=0 4000 psi t=20 TOC=0 4000 psi t=20 TOC=0 4000 psi t=20 TOC=0 4000 psi t=20 TOC=0 4000 psi t=20 TOC=0 4000 psi t=20 TOC=0 4000 psi t=20 TOC=0 4000 psi t=20 TOC=0 4000 psi t=20 TOC=0 4000 psi t=20 TOC=0 4000 psi t=20 TOC=0 4000 psi t=20 TOC=0 4000 psi t=20 TOC=0 4000 psi t=26 TOC=0 4000 psi t=20 TOC=0 4000 psi t=20 TOC=0 4000 psi t=20 TOC=0 4000 psi t=20 TOC=0 4000 psit=20 TOC=0 4000 psi t=20 TOC=0 4000 psi t=20 TOC=0 4000 psit=20 TOC=0 4000 psi t=26 TOC=0 4000 psi t=20 TOC=0 4000 psi t=20 TOC=0 4000 psi t=20 TOC=0 4000 psi t=20 TOC=0 4000 psit=20 TOC=0 4000 psi t=20 TOC=0 4000 psi t=20 TOC=0 4000 psit=26 TOC=0 4000 psi t=20 TOC=0 4000 psi t=20 TOC=0 4000 psi t=20 TOC=0 4000 psi t=20 TOC=0 4000 psi t=20 TOC=0 4000 psi t=20 TOC=0 4000 psi t=20 TOC=0 4000 psi t=20 TOC=0 4000 psi t=20 TOC=0 4000 psi t=20 TOC=0 4000 psi t=20 TOC=0 4000 psi t=20 TOC=0 4000 psi Element: Wall Elements Above; Wall Elements Below; Column Elements Above; Column Elements Below; Slab Elements; Slab Element Thicknesses; Slab Element Elevations; Slab Element Concrete Models; Slab Element Outline Only; Point Springs; Point Spring Icons; Line Springs; Line Spring Icons; User Notes; User Lines; User Dimensions; Drawing Import: User Lines; User Notes; User Dimensions; Scale = 1:250 240022 FOUNDATION.cpt - 12/31/2024 Element: Slab Summary Plan Element: Slab Summary Plan - 24 125 of 427 Fz=159 Fz=246 Fz=243 Fz=248 Fz=85.9 Fz=77.5 Fz=7.86 Fz=2.15 Fz=2.15 Fz=2.5 Fz=2.5 Fz=2.5 Fz=2.5 Fz=5.3 Fz=5.3 Fz=8.4 Fz=8.4 Fz=7.5 Fz=7.5 Fz=2.8 Fz=2.8 Fz=2.5 Fz=2.5 Fz=1.3 Fz=1.3 Fz=6.2 Fz=6.2 Fz=4.1 Fz=4.1Fz=3.7 Fz=3.7 Fz=2.1 Fz=2.1 Fz=2.3 Fz=2.3 Fz=2.1 Fz=2.1 Fz=2.1 Fz=2.1 Other Dead Loading: Point Loads; Point Load Icons; Point Load Values; Line Loads; Line Load Icons; Line Load Values; Area Loads; Area Load Icons; Area Load Values; User Notes; User Lines; User Dimensions; Drawing Import: User Lines; User Notes; User Dimensions; Element: Wall Elements Above; Wall Elements Below; Wall Element Outline Only; Column Elements Above; Column Elements Below; Slab Elements; Slab Element Outline Only; Scale = 1:250 240022 FOUNDATION.cpt - 12/31/2024 Other Dead Loading: All Loads Plan Other Dead Loading: All Loads Plan - 25 126 of 427 10 10 Fz=74.7 Fz=156 Fz=117 Fz=118 Fz=44.7 Fz=51.8 Fz=6.58 Fz=2.4 Fz=2.4 Fz=2.8 Fz=2.8 Fz=2.8 Fz=2.8 Fz=8.12 Fz=8.12 Fz=9.28 Fz=9.28 Fz=4.48 Fz=4.48 Fz=3.01 Fz=3.01 Fz=2.8 Fz=2.8 Fz=1.4 Fz=1.4 Fz=6.86 Fz=6.86 Fz=3.92 Fz=3.92 Fz=4.06 Fz=4.06 Fz=1.4 Fz=1.4 Fz=2.48 Fz=2.48 Fz=1.4 Fz=1.4 Fz=2.24 Fz=2.24 Fz=40 Fz=40 Fz=40 Fz=40 Fz=40 Live (Unreducible) Loading: Point Loads; Point Load Icons; Point Load Values; Line Loads; Line Load Icons; Line Load Values; Area Loads; Area Load Icons; Area Load Values; User Notes; User Lines; User Dimensions; Drawing Import: User Lines; User Notes; User Dimensions; Element: Wall Elements Above; Wall Elements Below; Wall Element Outline Only; Column Elements Above; Column Elements Below; Slab Elements; Slab Element Outline Only; Scale = 1:250 240022 FOUNDATION.cpt - 12/31/2024 Live (Unreducible) Loading: All Loads Plan Live (Unreducible) Loading: All Loads Plan - 26 127 of 427 0.063 0.063 0.081 0.054 0.063 0.054 0.045 0.045 0.045 0.036 0.036 0.0450.036 0.036 0.063 0.027 0.036 0.045 0.072 0.054 0.045 0.063 0.063 0.036 0.045 0.054 0.081 0.027 0.018 0.054 0.063 0.0450.036 0.036 0.036 0.036 0.027 0.045 0.027 0.027 0.018 0.063 0.027 0.036 0.045 0.018 0.045 0.045 0.081 0.045 0.054 0.036 0.0540.036 0.054 0.072 0.081 0.081 0.081 0.063 0.045 0.045 0.0720.045 0.036 0.054 0.054 0.063 0.0540.045 0.045 0.036 0.027 0.054 0.081 0.072 0.0630.027 0.072 0.081 0.036 0.036 0.045 0.063 0.054 0.0450.045 0.0360.072 0.063 0.0540.045 0.045 0.0450.036 0.072 0.036 0.063 0.027 0.0360.027 0.027 0.027 0.027 0.054 0.054 0.0270.027 0.081 0.027 0.036 0.0810.0720.045 0.054 0.036 0.045 0.036 0.054 0.036 0.09 0.0720.0450.054 0.054 0.0630.054 0.0720.045 Service LC: D + L: User Lines; User Notes; User Dimensions; Drawing Import: User Lines; User Notes; User Dimensions; Element: Wall Elements Below; Wall Elements Above; Wall Element Outline Only; Column Elements Below; Column Elements Above; Slab Elements; Slab Element Outline Only; Scale = 1:250 Service LC: D + L - Vertical Deflection Plot 0.018 0.027 0.036 0.045 0.054 0.063 0.072 0.081 0.09 Min Value = 0.01089 inches @ (-220.5,37.72) Max Value = 0.09966 inches @ (-127.7,-33.49) 240022 FOUNDATION.cpt - 12/31/2024 Service LC: D + L: Std Deflection Plan Service LC: D + L: Std Deflection Plan - 27 128 of 427 1120 1120 1120 960 1120 960960 960 1120 800 640 800 960 960 960480 8001280 1120640 1280 320 1440 1280 640800 800 800 960 960 1120 640 1280 1280480 1120 960 640 1280640 800960 1440320 640 1280 1120 640 800 1120 480 9601120 640 960800 960 1120 1120 800 800 1120 1280 1120 800 960800960 1440 960 1120 9606401280640 1440 1120 4801120640 800 480 1280640 800 800 11201120 800 800 800 1440 800 800 640 1120 1280 1440 800 800 1440640 960 640 480320 480480 480 1440800640800 1280 480 480 16001600640 1120960 640640 16001120 960 800 960 1600800 960 Service LC: D + L: User Lines; User Notes; User Dimensions; Drawing Import: User Lines; User Notes; User Dimensions; Element: Wall Elements Below; Wall Elements Above; Wall Element Outline Only; Column Elements Below; Column Elements Above; Slab Elements; Slab Element Outline Only; Scale = 1:250 Service LC: D + L - Area Spring Vertical Reactions Plot (Maximum Values) 320 480 640 800 960 1120 1280 1440 1600 Min Value = 196.1 psf @ (-220.5,37.72) Max Value = 1794 psf @ (-127.7,-33.49) 240022 FOUNDATION.cpt - 12/31/2024 Service LC: D + L: Max Soil Bearing Pressure Plan Service LC: D + L: Max Soil Bearing Pressure Plan - 28 129 of 427 1120 1120 1120 960 1120 960960 960 1120 800 640 800 960 960 960480 8001280 1120640 1280 320 1440 1280 640800 800 800 960 960 1120 640 1280 1280480 1120 960 640 1280640 800960 1440320 640 1280 1120 640 800 1120 480 9601120 640 960800 960 1120 1120 800 800 1120 1280 1120 800 960800960 1440 960 1120 9606401280640 1440 1120 4801120640 800 480 1280640 800 800 11201120 800 800 800 1440 800 800 640 1120 1280 1440 800 800 1440640 960 640 480320 480480 480 1440800640800 1280 480 480 16001600640 1120960 640640 16001120 960 800 960 1600800 960 Service LC: D + L: User Lines; User Notes; User Dimensions; Drawing Import: User Lines; User Notes; User Dimensions; Element: Wall Elements Below; Wall Elements Above; Wall Element Outline Only; Column Elements Below; Column Elements Above; Slab Elements; Slab Element Outline Only; Scale = 1:250 Service LC: D + L - Area Spring Vertical Reactions Plot (Minimum Values) 320 480 640 800 960 1120 1280 1440 1600 Min Value = 196.1 psf @ (-220.5,37.72) Max Value = 1794 psf @ (-127.7,-33.49) 240022 FOUNDATION.cpt - 12/31/2024 Service LC: D + L: Min Soil Bearing Pressure Plan Service LC: D + L: Min Soil Bearing Pressure Plan - 29 130 of 427 0.0350.035 0.03 0.03 0.030.03 0.03 0.025 0.02 0.04 0.03 0.045 0.02 0.035 0.045 0.015 0.040.055 0.02 0.040.02 0.045 0.015 0.0250.045 0.025 0.04 0.025 0.025 0.050.02 0.03 0.04 0.035 0.02 0.025 0.025 0.025 0.025 0.015 0.025 0.04 0.02 0.015 0.035 0.02 0.03 0.025 0.03 0.035 0.03 0.035 0.05 0.025 0.03 0.050.02 0.035 0.035 0.025 0.025 0.04 0.04 0.04 0.035 0.035 0.030.025 0.030.025 0.045 0.02 0.025 0.0350.04 0.025 0.04 0.02 0.030.035 0.03 0.040.04 0.045 0.040.03 0.03 0.055 0.0250.03 0.025 0.03 0.0350.02 0.0450.02 0.035 0.04 0.025 0.025 0.02 0.015 0.0350.025 0.015 0.0250.03 0.025 0.025 0.0250.0250.03 0.045 0.03 0.0350.035 0.0450.04 0.025 0.030.04 0.04 0.04 0.0450.045 Service LC: D: User Lines; User Notes; User Dimensions; Drawing Import: User Lines; User Notes; User Dimensions; Element: Wall Elements Below; Wall Elements Above; Wall Element Outline Only; Column Elements Below; Column Elements Above; Slab Elements; Slab Element Outline Only; Scale = 1:250 Service LC: D - Vertical Deflection Plot 0.015 0.02 0.025 0.03 0.035 0.04 0.045 0.05 0.055 Min Value = 0.01128 inches @ (-218.6,37.72) Max Value = 0.06207 inches @ (-226.9,15.1) 240022 FOUNDATION.cpt - 12/31/2024 Service LC: D: Std Deflection Plan Service LC: D: Std Deflection Plan - 30 131 of 427 630630 540 540 540540 540 450 360 720 540810 360 630 810270 720990 360 720360810 270 450 810 450720 450 450 900360 540720 630 360 450 450450 450 270 450720360 270 630 360 540 450540 630 540630 900 450540 900360 630 630450 450 720 720720630630540 450 540 450 810 360 450 630 720 450 720 360 540630540 720720 810 720540 540 990 450540 450540 630 360 810 360 630 720 450 450 360270 630450 270 450540450 450 450450 540 810540630630 810720 450 540720720720 810 810 Service LC: D: User Lines; User Notes; User Dimensions; Drawing Import: User Lines; User Notes; User Dimensions; Element: Wall Elements Below; Wall Elements Above; Wall Element Outline Only; Column Elements Below; Column Elements Above; Slab Elements; Slab Element Outline Only; Scale = 1:250 Service LC: D - Area Spring Vertical Reactions Plot (Maximum Values) 270 360 450 540 630 720 810 900 990 Min Value = 203.1 psf @ (-218.6,37.72) Max Value = 1117 psf @ (-226.9,15.1) 240022 FOUNDATION.cpt - 12/31/2024 Service LC: D: Max Soil Bearing Pressure Plan Service LC: D: Max Soil Bearing Pressure Plan - 31 132 of 427 630630 540 540 540540 540 450 360 720 540810 360 630 810270 720990 360 720360810 270 450 810 450720 450 450 900360 540720 630 360 450 450450 450 270 450720360 270 630 360 540 450540 630 540630 900 450540 900360 630 630450 450 720 720720630630540 450 540 450 810 360 450 630 720 450 720 360 540630540 720720 810 720540 540 990 450540 450540 630 360 810 360 630 720 450 450 360270 630450 270 450540450 450 450450 540 810540630630 810720 450 540720720720 810 810 Service LC: D: User Lines; User Notes; User Dimensions; Drawing Import: User Lines; User Notes; User Dimensions; Element: Wall Elements Below; Wall Elements Above; Wall Element Outline Only; Column Elements Below; Column Elements Above; Slab Elements; Slab Element Outline Only; Scale = 1:250 Service LC: D - Area Spring Vertical Reactions Plot (Minimum Values) 270 360 450 540 630 720 810 900 990 Min Value = 203.1 psf @ (-218.6,37.72) Max Value = 1117 psf @ (-226.9,15.1) 240022 FOUNDATION.cpt - 12/31/2024 Service LC: D: Min Soil Bearing Pressure Plan Service LC: D: Min Soil Bearing Pressure Plan - 32 133 of 427 0.056 0.056 0.072 0.048 0.056 0.048 0.04 0.04 0.048 0.040.048 0.04 0.032 0.04 0.040.032 0.072 0.024 0.048 0.0640.024 0.048 0.048 0.056 0.032 0.04 0.056 0.048 0.072 0.048 0.04 0.056 0.048 0.0320.048 0.056 0.016 0.048 0.04 0.016 0.032 0.04 0.024 0.032 0.04 0.064 0.04 0.04 0.056 0.032 0.048 0.056 0.04 0.048 0.04 0.04 0.064 0.064 0.072 0.04 0.056 0.064 0.0720.032 0.064 0.064 0.056 0.056 0.048 0.064 0.032 0.064 0.032 0.024 0.0640.0560.08 0.072 0.056 0.032 0.056 0.032 0.04 0.048 0.048 0.048 0.072 0.064 0.048 0.056 0.056 0.064 0.072 0.04 0.064 0.032 0.0560.024 0.04 0.064 0.024 0.0320.024 0.024 0.024 0.024 0.024 0.048 0.056 0.032 0.032 0.048 0.04 0.064 0.040.032 0.072 0.032 0.032 0.08 0.056 0.0480.048 0.048 0.048 0.048 0.04 0.048 0.072 Service LC: D + 0.75L + 0.75Lr: User Lines; User Notes; User Dimensions; Drawing Import: User Lines; User Notes; User Dimensions; Element: Wall Elements Below; Wall Elements Above; Wall Element Outline Only; Column Elements Below; Column Elements Above; Slab Elements; Slab Element Outline Only; Scale = 1:250 Service LC: D + 0.75L + 0.75Lr - Vertical Deflection Plot 0.016 0.024 0.032 0.04 0.048 0.056 0.064 0.072 0.08 Min Value = 0.011 inches @ (-220.5,37.72) Max Value = 0.0885 inches @ (-127.7,-33.49) 240022 FOUNDATION.cpt - 12/31/2024 Service LC: D + 0.75L + 0.75Lr: Std Deflection Plan Service LC: D + 0.75L + 0.75Lr: Std Deflection Plan - 33 134 of 427 980980 1120840840 980 980 700 700 700560 700 560 420 980 980840 840 560 980280 700 1120 1120 560 1400280 1260 560 560 1120560980 1120 560 420 560 560280280840 420 980 1260280 560700 560560 420 840840 420 980 420 980 1120 560 560 560 840840560 980840 980 1120840 560980 980 560 840560 700 700 420 700 4201260700 1260 980 840 1400 1120840980 980 1260980 700840 980 980 1260 840 840 1120 980 840 840 700 560 700 840 420 1120980560 700 560 980 700 700 1400 1400840700 1120 700560 560 980 1120 840700 700980 1400980 840 Service LC: D + 0.75L + 0.75Lr: User Lines; User Notes; User Dimensions; Drawing Import: User Lines; User Notes; User Dimensions; Element: Wall Elements Below; Wall Elements Above; Wall Element Outline Only; Column Elements Below; Column Elements Above; Slab Elements; Slab Element Outline Only; Scale = 1:250 Service LC: D + 0.75L + 0.75Lr - Area Spring Vertical Reactions Plot (Maximum Values) 280 420 560 700 840 980 1120 1260 1400 Min Value = 198.1 psf @ (-220.5,37.72) Max Value = 1593 psf @ (-127.7,-33.49) 240022 FOUNDATION.cpt - 12/31/2024 Service LC: D + 0.75L + 0.75Lr: Max Soil Bearing Pressure Plan Service LC: D + 0.75L + 0.75Lr: Max Soil Bearing Pressure Plan - 34 135 of 427 980980 1120840840 980 980 700 700 700560 700 560 420 980 980840 840 560 980280 700 1120 1120 560 1400280 1260 560 560 1120560980 1120 560 420 560 560280280840 420 980 1260280 560700 560560 420 840840 420 980 420 980 1120 560 560 560 840840560 980840 980 1120840 560980 980 560 840560 700 700 420 700 4201260700 1260 980 840 1400 1120840980 980 1260980 700840 980 980 1260 840 840 1120 980 840 840 700 560 700 840 420 1120980560 700 560 980 700 700 1400 1400840700 1120 700560 560 980 1120 840700 700980 1400980 840 Service LC: D + 0.75L + 0.75Lr: User Lines; User Notes; User Dimensions; Drawing Import: User Lines; User Notes; User Dimensions; Element: Wall Elements Below; Wall Elements Above; Wall Element Outline Only; Column Elements Below; Column Elements Above; Slab Elements; Slab Element Outline Only; Scale = 1:250 Service LC: D + 0.75L + 0.75Lr - Area Spring Vertical Reactions Plot (Minimum Values) 280 420 560 700 840 980 1120 1260 1400 Min Value = 198.1 psf @ (-220.5,37.72) Max Value = 1593 psf @ (-127.7,-33.49) 240022 FOUNDATION.cpt - 12/31/2024 Service LC: D + 0.75L + 0.75Lr: Min Soil Bearing Pressure Plan Service LC: D + 0.75L + 0.75Lr: Min Soil Bearing Pressure Plan - 35 136 of 427 700 800 800 900700 700 700 900600 600 800700 700500 400 600600400800 300 1000 500500 800500 700 800300400 500 1000400 600 800 300 500 500 400 500600 600500600 5001000 900 500 400 500 700 300 700 700 500 800400 6001100 500500 1000 500400 600 700700 800 600 800 500700 500600400500 600500 500900400 500 800 500600 500 7001100 500 900 900 600 900600 700 700 700 800 1000 1000 1000600 500 600 500600 400 500 400 800 600 300 400 400 300300300 900400700600700 500400500 900 1100 800600600600 900600 700 1000600 1000 Service Seismic LC: D + 0.7E: User Lines; User Notes; User Dimensions; Drawing Import: User Lines; User Notes; User Dimensions; Element: Wall Elements Below; Wall Elements Above; Wall Element Outline Only; Column Elements Below; Column Elements Above; Slab Elements; Slab Element Outline Only; Scale = 1:250 Service Seismic LC: D + 0.7E - Area Spring Vertical Reactions Plot (Maximum Values) 300 400 500 600 700 800 900 1000 1100 Min Value = 200.7 psf @ (-220.5,37.72) Max Value = 1324 psf @ (-127.7,-33.49) 240022 FOUNDATION.cpt - 12/31/2024 Service Seismic LC: D + 0.7E: Max Soil Bearing Pressure Plan Service Seismic LC: D + 0.7E: Max Soil Bearing Pressure Plan - 36 137 of 427 630 900 540 540 540 540 630 540630 450 540 720 540 540 810630 720 990 450810 540 720810 900 810 630630630 540 810 360 540630 540 360 360 360360450 450 450 450 450 450450 360 630450 450 810450 720 720 720360 810630720 810720 540 450 630 720720 720720540 450450 450 720 360540 900 540 450720 450900 540 450 540 630 630 810720 810 540 990540 900 810720 720630360 630 360 360 360 360 360 450 540 360 450 630 360 450 360 540 720 450 360 990450 450720 990810 540 720 540 450 900 Service Seismic LC: D + 0.7E: User Lines; User Notes; User Dimensions; Drawing Import: User Lines; User Notes; User Dimensions; Element: Wall Elements Below; Wall Elements Above; Wall Element Outline Only; Column Elements Below; Column Elements Above; Slab Elements; Slab Element Outline Only; Scale = 1:250 Service Seismic LC: D + 0.7E - Area Spring Vertical Reactions Plot (Minimum Values) 270 360 450 540 630 720 810 900 990 Min Value = 189.5 psf @ (-218.6,37.72) Max Value = 1110 psf @ (-226.9,15.1) 240022 FOUNDATION.cpt - 12/31/2024 Service Seismic LC: D + 0.7E: Min Soil Bearing Pressure Plan Service Seismic LC: D + 0.7E: Min Soil Bearing Pressure Plan - 37 138 of 427 630630 630 720 540 540450 450 630 540 630 630 720 540630 630 990 630 360 540540270630 540630 540 450 450 540360 810 630 450 720 630450 540 360 450 450 270 360 720 360 630 540450 630 720 540 810 540 540 630 540 630 900 630630 720630 630450 630 720720630 720 540 720 720 450810450360540630 450720540900630 450 720 630810720 720810 540810540990 900 810 450 540 450 630 360 450 360 360270 450 450 360 540 450 540450360360 540 630630 810 720540 630 810 630 630 540 Service Seismic LC: D - 0.7E: User Lines; User Notes; User Dimensions; Drawing Import: User Lines; User Notes; User Dimensions; Element: Wall Elements Below; Wall Elements Above; Wall Element Outline Only; Column Elements Below; Column Elements Above; Slab Elements; Slab Element Outline Only; Scale = 1:250 Service Seismic LC: D - 0.7E - Area Spring Vertical Reactions Plot (Maximum Values) 270 360 450 540 630 720 810 900 990 Min Value = 216.5 psf @ (-220.5,37.72) Max Value = 1125 psf @ (-226.9,15.1) 240022 FOUNDATION.cpt - 12/31/2024 Service Seismic LC: D - 0.7E: Max Soil Bearing Pressure Plan Service Seismic LC: D - 0.7E: Max Soil Bearing Pressure Plan - 38 139 of 427 630 450 450 540 450 450 450 720 450 540 720450 630 630 990 720 900360 720 540 630540 270 720 990900 540810360360 630 360540 450 540 450270360 540 450 360360 720 450 720 630450 540540990 540 630990270 720 540 810450 630 630720 450 450 540360810 540 720 360 450540540 450 630 540 540 630450 810360900 540810 990 540 900 810 450 720 450540 450 540 540270 360270 360 540 360 450 450450 540 540 630 540 450 450 450 Service Seismic LC: D - 0.7E: User Lines; User Notes; User Dimensions; Drawing Import: User Lines; User Notes; User Dimensions; Element: Wall Elements Below; Wall Elements Above; Wall Element Outline Only; Column Elements Below; Column Elements Above; Slab Elements; Slab Element Outline Only; Scale = 1:250 Service Seismic LC: D - 0.7E - Area Spring Vertical Reactions Plot (Minimum Values) 270 360 450 540 630 720 810 900 990 Min Value = 202.1 psf @ (-216.6,37.72) Max Value = 1117 psf @ (-226.9,15.1) 240022 FOUNDATION.cpt - 12/31/2024 Service Seismic LC: D - 0.7E: Min Soil Bearing Pressure Plan Service Seismic LC: D - 0.7E: Min Soil Bearing Pressure Plan - 39 140 of 427 560400 480 560400 480400 400320 400240320 400 320 560320240 240 560 480 320 480 400 320 480 560 160 320 320 320 400640 320 560320320160160720400480 480 720 400 400800 320400 720 480 400 560480320 560320 560 400 320 320 480 480 320 240 480 640 240 640 400 320 400320320 320 400480560320560 560 320 240 560 480 640 400 560480320160 480 160 560 160 240 480480560400 400560400 240 640 400320400 320 480 560 400400 400 480 480 Service Seismic LC: 0.6D + 0.7E: User Lines; User Notes; User Dimensions; Drawing Import: User Lines; User Notes; User Dimensions; Element: Wall Elements Below; Wall Elements Above; Wall Element Outline Only; Column Elements Below; Column Elements Above; Slab Elements; Slab Element Outline Only; Scale = 1:250 Service Seismic LC: 0.6D + 0.7E - Area Spring Vertical Reactions Plot (Maximum Values) 160 240 320 400 480 560 640 720 800 Min Value = 119 psf @ (-220.5,37.72) Max Value = 930.9 psf @ (-196.6,55.35) 240022 FOUNDATION.cpt - 12/31/2024 Service Seismic LC: 0.6D + 0.7E: Max Soil Bearing Pressure Plan Service Seismic LC: 0.6D + 0.7E: Max Soil Bearing Pressure Plan - 40 141 of 427 360360360 300 360 300 480420 300 360 360 300 420180600 480 180 480 180 420 600360 420420 420 300 480 120 300 420 420 240180 240 120 300 180 180 240 300 180360 360300 420 300300420 300360 360 240 300420 360 540 420 360300360300 300300540 480 420 240540360 300 480 240 420 360 420 420420 480 360 360 480 480 480420240420240 240 360 420240240 240 300 240 240 240 420360 180 300240 240 480240420 600300540 540360420 300 300 420 Service Seismic LC: 0.6D + 0.7E: User Lines; User Notes; User Dimensions; Drawing Import: User Lines; User Notes; User Dimensions; Element: Wall Elements Below; Wall Elements Above; Wall Element Outline Only; Column Elements Below; Column Elements Above; Slab Elements; Slab Element Outline Only; Scale = 1:250 Service Seismic LC: 0.6D + 0.7E - Area Spring Vertical Reactions Plot (Minimum Values) 120 180 240 300 360 420 480 540 600 Min Value = 108.3 psf @ (-218.6,37.72) Max Value = 662.8 psf @ (-226.9,15.1) 240022 FOUNDATION.cpt - 12/31/2024 Service Seismic LC: 0.6D + 0.7E: Min Soil Bearing Pressure Plan Service Seismic LC: 0.6D + 0.7E: Min Soil Bearing Pressure Plan - 41 142 of 427 400400 450350 400 450300300400 300 350 250 350 450200 400 500200 350 400 300 350 550 200 350 300 200 350 300550 300 300 500 450250400 350 300 350150150 200 250 350 300 450 150400 350300 300 350350 400 400 250350 500 400350 350 200 400 400 350 250 400350 450 250 400 400400 350 350 300 450300 250 350300250400 300 350 350 300 400 250400 550 500 300 450 350 300 400 450 400 400 400450250400 250 450 250 250 300250 300 350 450350 450 350 200 400350 300 400 350 300 450350450 350 350 500 300 300 500 300 450 300 Service Seismic LC: 0.6D - 0.7E: User Lines; User Notes; User Dimensions; Drawing Import: User Lines; User Notes; User Dimensions; Element: Wall Elements Below; Wall Elements Above; Wall Element Outline Only; Column Elements Below; Column Elements Above; Slab Elements; Slab Element Outline Only; Scale = 1:250 Service Seismic LC: 0.6D - 0.7E - Area Spring Vertical Reactions Plot (Maximum Values) 150 200 250 300 350 400 450 500 550 Min Value = 134.9 psf @ (-220.5,37.72) Max Value = 678 psf @ (-226.9,15.1) 240022 FOUNDATION.cpt - 12/31/2024 Service Seismic LC: 0.6D - 0.7E: Max Soil Bearing Pressure Plan Service Seismic LC: 0.6D - 0.7E: Max Soil Bearing Pressure Plan - 42 143 of 427 210 210 210 210 280 350210 350 280 350 490 350 490 280350210 420 210490 350 280 560 140 280140 280 350 280210210280 280280 280140420280490280 560 280 560 210 490 280 280 350 350 350 350 350 420 280 350 210 280 210350280280 350 490 280 420350490 350 420 560 280 420 280 280 280 280 280 350 210210 350 210 280 350 210 210 280 210 Service Seismic LC: 0.6D - 0.7E: User Lines; User Notes; User Dimensions; Drawing Import: User Lines; User Notes; User Dimensions; Element: Wall Elements Below; Wall Elements Above; Wall Element Outline Only; Column Elements Below; Column Elements Above; Slab Elements; Slab Element Outline Only; Scale = 1:250 Service Seismic LC: 0.6D - 0.7E - Area Spring Vertical Reactions Plot (Minimum Values) 70 140 210 280 350 420 490 560 630 Min Value = 0.0005231 psf @ (-196.6,54.93) Max Value = 669.6 psf @ (-226.9,15.1) 240022 FOUNDATION.cpt - 12/31/2024 Service Seismic LC: 0.6D - 0.7E: Min Soil Bearing Pressure Plan Service Seismic LC: 0.6D - 0.7E: Min Soil Bearing Pressure Plan - 43 144 of 427 0 00 0 0 -5 0 5 0 -5 5 10 0 -510 2530 200 -1060 25 150-5 30 3560400 15 2035 0 -10-5 100 -5 -55 -5 -5 0 5 0 -5 55 10-50 30015 5045 -515 15 40 -10 0 20 20 0100 5 0 5 0 -10 10 5 50 -5 -5 5 -10 5 -10 20 0203010 55 45 -10 -5 0 550 60 -10 35 30 0 15 -510-5 0 0 0 0 10 0 5 5 0 0 0 0 0 0 0 0 0 Factored LC: 1.4D: User Lines; User Notes; User Dimensions; Drawing Import: User Lines; User Notes; User Dimensions; Element: Wall Elements Below; Wall Elements Above; Wall Element Outline Only; Column Elements Below; Column Elements Above; Slab Elements; Slab Element Outline Only; Scale = 1:250 Factored LC: 1.4D - Bending Moment Plot (Maximum Values) (X-Axis Direction) One Contour = 1 Kips Min Value = -12.83 Kips @ (-199.4,-24.55) Max Value = 64.49 Kips @ (-225.9,15.1) 240022 FOUNDATION.cpt - 12/31/2024 Factored LC: 1.4D: Max Mx Plan Factored LC: 1.4D: Max Mx Plan - 44 145 of 427 0 00 0 0 -5 0 5 0 -5 5 10 0 -510 2530 200 -1060 25 150-5 30 3560400 15 2035 0 -10-5 100 -5 -55 -5 -5 0 5 0 -5 55 10-50 30015 5045 -515 15 40 -10 0 20 20 0100 5 0 5 0 -10 10 5 50 -5 -5 5 -10 5 -10 20 0203010 55 45 -10 -5 0 550 60 -10 35 30 0 15 -510-5 0 0 0 0 10 0 5 5 0 0 0 0 0 0 0 0 0 Factored LC: 1.4D: User Lines; User Notes; User Dimensions; Drawing Import: User Lines; User Notes; User Dimensions; Element: Wall Elements Below; Wall Elements Above; Wall Element Outline Only; Column Elements Below; Column Elements Above; Slab Elements; Slab Element Outline Only; Scale = 1:250 Factored LC: 1.4D - Bending Moment Plot (Minimum Values) (X-Axis Direction) One Contour = 1 Kips Min Value = -12.83 Kips @ (-199.4,-24.55) Max Value = 64.49 Kips @ (-225.9,15.1) 240022 FOUNDATION.cpt - 12/31/2024 Factored LC: 1.4D: Min Mx Plan Factored LC: 1.4D: Min Mx Plan - 45 146 of 427 0 000 0 -5 -5 -5 0 -5 -5-5 005 20 0 5015 4540 2010 10 15 50 20 10 5 305 0 100 -5 -5 -5 -5 -5 -5 -5 0 5 0 0 2030510 60 01055 15 45 0 0 10 40 0 5 0 0 -5 -10 5 -10 -5 15 505 0 0 -5 -5 0-5 100 0 35 155 452515 20 655 65 5 35 45 0 105 0 -5 -5 -5 0 0 0 10 0 -5 0 -5 0 10 1010105 0 0 0 0 0 Factored LC: 1.4D: User Lines; User Notes; User Dimensions; Drawing Import: User Lines; User Notes; User Dimensions; Element: Wall Elements Below; Wall Elements Above; Wall Element Outline Only; Column Elements Below; Column Elements Above; Slab Elements; Slab Element Outline Only; Scale = 1:250 Factored LC: 1.4D - Bending Moment Plot (Maximum Values) (Y-Axis Direction) One Contour = 1 Kips Min Value = -11.38 Kips @ (-184.9,-12.79) Max Value = 64.73 Kips @ (-168.9,-11.98) 240022 FOUNDATION.cpt - 12/31/2024 Factored LC: 1.4D: Max My Plan Factored LC: 1.4D: Max My Plan - 46 147 of 427 0 000 0 -5 -5 -5 0 -5 -5-5 005 20 0 5015 4540 2010 10 15 50 20 10 5 305 0 100 -5 -5 -5 -5 -5 -5 -5 0 5 0 0 2030510 60 01055 15 45 0 0 10 40 0 5 0 0 -5 -10 5 -10 -5 15 505 0 0 -5 -5 0-5 100 0 35 155 452515 20 655 65 5 35 45 0 105 0 -5 -5 -5 0 0 0 10 0 -5 0 -5 0 10 1010105 0 0 0 0 0 Factored LC: 1.4D: User Lines; User Notes; User Dimensions; Drawing Import: User Lines; User Notes; User Dimensions; Element: Wall Elements Below; Wall Elements Above; Wall Element Outline Only; Column Elements Below; Column Elements Above; Slab Elements; Slab Element Outline Only; Scale = 1:250 Factored LC: 1.4D - Bending Moment Plot (Minimum Values) (Y-Axis Direction) One Contour = 1 Kips Min Value = -11.38 Kips @ (-184.9,-12.79) Max Value = 64.73 Kips @ (-168.9,-11.98) 240022 FOUNDATION.cpt - 12/31/2024 Factored LC: 1.4D: Min My Plan Factored LC: 1.4D: Min My Plan - 47 148 of 427 0 00 0 0 0 0 0 50 00 20 00 15 20 -55 35 0 100 55 5 0 0 -5 0 5 0 105 15 5 0 150 103501020 55 -5 -5 -5 0 0 5 0 0 0 0 0 020-5 30 5 0 3530 5 510 0 0 0 0 0 0 0 0 5 0 0 0 0 0 0 0 Factored LC: 0.9D: User Lines; User Notes; User Dimensions; Drawing Import: User Lines; User Notes; User Dimensions; Element: Wall Elements Below; Wall Elements Above; Wall Element Outline Only; Column Elements Below; Column Elements Above; Slab Elements; Slab Element Outline Only; Scale = 1:250 Factored LC: 0.9D - Bending Moment Plot (Maximum Values) (X-Axis Direction) One Contour = 1 Kips Min Value = -8.247 Kips @ (-199.4,-24.55) Max Value = 41.45 Kips @ (-225.9,15.1) 240022 FOUNDATION.cpt - 12/31/2024 Factored LC: 0.9D: Max Mx Plan Factored LC: 0.9D: Max Mx Plan - 48 149 of 427 0 00 0 0 0 0 0 50 00 20 00 15 20 -55 35 0 100 55 5 0 0 -5 0 5 0 105 15 5 0 150 103501020 55 -5 -5 -5 0 0 5 0 0 0 0 0 020-5 30 5 0 3530 5 510 0 0 0 0 0 0 0 0 5 0 0 0 0 0 0 0 Factored LC: 0.9D: User Lines; User Notes; User Dimensions; Drawing Import: User Lines; User Notes; User Dimensions; Element: Wall Elements Below; Wall Elements Above; Wall Element Outline Only; Column Elements Below; Column Elements Above; Slab Elements; Slab Element Outline Only; Scale = 1:250 Factored LC: 0.9D - Bending Moment Plot (Minimum Values) (X-Axis Direction) One Contour = 1 Kips Min Value = -8.247 Kips @ (-199.4,-24.55) Max Value = 41.45 Kips @ (-225.9,15.1) 240022 FOUNDATION.cpt - 12/31/2024 Factored LC: 0.9D: Min Mx Plan Factored LC: 0.9D: Min Mx Plan - 49 150 of 427 0 000 0 -5 -5 -5 0 05 20 101030 5 5 15 30 15 105 05 0 -5 -5 -50 000 20 105 40 105 15 35 0 200 0 0 0 5 5 5 -5 5 -5 00 5 015 0 35 51050 5 05 0 -5 0 5 5 0 0 0 5 0 5 0 0 0 0 Factored LC: 0.9D: User Lines; User Notes; User Dimensions; Drawing Import: User Lines; User Notes; User Dimensions; Element: Wall Elements Below; Wall Elements Above; Wall Element Outline Only; Column Elements Below; Column Elements Above; Slab Elements; Slab Element Outline Only; Scale = 1:250 Factored LC: 0.9D - Bending Moment Plot (Maximum Values) (Y-Axis Direction) One Contour = 1 Kips Min Value = -7.319 Kips @ (-184.9,-12.79) Max Value = 41.61 Kips @ (-168.9,-11.98) 240022 FOUNDATION.cpt - 12/31/2024 Factored LC: 0.9D: Max My Plan Factored LC: 0.9D: Max My Plan - 50 151 of 427 0 000 0 -5 -5 -5 0 05 20 101030 5 5 15 30 15 105 05 0 -5 -5 -50 000 20 105 40 105 15 35 0 200 0 0 0 5 5 5 -5 5 -5 00 5 015 0 35 51050 5 05 0 -5 0 5 5 0 0 0 5 0 5 0 0 0 0 Factored LC: 0.9D: User Lines; User Notes; User Dimensions; Drawing Import: User Lines; User Notes; User Dimensions; Element: Wall Elements Below; Wall Elements Above; Wall Element Outline Only; Column Elements Below; Column Elements Above; Slab Elements; Slab Element Outline Only; Scale = 1:250 Factored LC: 0.9D - Bending Moment Plot (Minimum Values) (Y-Axis Direction) One Contour = 1 Kips Min Value = -7.319 Kips @ (-184.9,-12.79) Max Value = 41.61 Kips @ (-168.9,-11.98) 240022 FOUNDATION.cpt - 12/31/2024 Factored LC: 0.9D: Min My Plan Factored LC: 0.9D: Min My Plan - 51 152 of 427 0 00 0 0 0 0 00 100 -10 10-10 60 00 80 40 -10 -10 407050 0 3050 40 010 10 10 -10 0 0-10 -10 100 100-100 30 -2010400 0 10 70 10 0 20 0 -10 -20-10 10 0 20 10 -10020 0 -10 0 0 10 -200 0 300 7060 -10 0 -10 60 -20 -10 020 -20 -10 0 -10 -10 -10 0 0 100 0 0 0 0 0 0 0 0 Factored LC: 1.2D + 1.6L + 0.5Lr: User Lines; User Notes; User Dimensions; Drawing Import: User Lines; User Notes; User Dimensions; Element: Wall Elements Below; Wall Elements Above; Wall Element Outline Only; Column Elements Below; Column Elements Above; Slab Elements; Slab Element Outline Only; Scale = 1:250 Factored LC: 1.2D + 1.6L + 0.5Lr - Bending Moment Plot (Maximum Values) (X-Axis Direction) One Contour = 2 Kips Min Value = -23.57 Kips @ (-199.4,-24.55) Max Value = 101.9 Kips @ (-225.9,15.1) 240022 FOUNDATION.cpt - 12/31/2024 Factored LC: 1.2D + 1.6L + 0.5Lr: Max Mx Plan Factored LC: 1.2D + 1.6L + 0.5Lr: Max Mx Plan - 52 153 of 427 0 00 0 0 0 0 00 100 -10 10-10 60 00 80 40 -10 -10 407050 0 3050 40 010 10 10 -10 0 0-10 -10 100 100-100 30 -2010400 0 10 70 10 0 20 0 -10 -20-10 10 0 20 10 -10020 0 -10 0 0 10 -200 0 300 7060 -10 0 -10 60 -20 -10 020 -20 -10 0 -10 -10 -10 0 0 100 0 0 0 0 0 0 0 0 Factored LC: 1.2D + 1.6L + 0.5Lr: User Lines; User Notes; User Dimensions; Drawing Import: User Lines; User Notes; User Dimensions; Element: Wall Elements Below; Wall Elements Above; Wall Element Outline Only; Column Elements Below; Column Elements Above; Slab Elements; Slab Element Outline Only; Scale = 1:250 Factored LC: 1.2D + 1.6L + 0.5Lr - Bending Moment Plot (Minimum Values) (X-Axis Direction) One Contour = 2 Kips Min Value = -23.57 Kips @ (-199.4,-24.55) Max Value = 101.9 Kips @ (-225.9,15.1) 240022 FOUNDATION.cpt - 12/31/2024 Factored LC: 1.2D + 1.6L + 0.5Lr: Min Mx Plan Factored LC: 1.2D + 1.6L + 0.5Lr: Min Mx Plan - 53 154 of 427 0000 0 -10 -10-10 0 -10 -10 -10 010 40 20 03070 200 10 90 50 00 20 0 0 0 -10 -10 -10 -10 0 00 100 10 30 0 40 90 302020208010 10 60 00 0 0 -10-1020 10 0 10 -10-10 -10 0 10 0 40 201090 10 1020 8040 100 10 0 -10 -10 1020 10 0 0 0 10 20 10302020 00 0 0 0 Factored LC: 1.2D + 1.6L + 0.5Lr: User Lines; User Notes; User Dimensions; Drawing Import: User Lines; User Notes; User Dimensions; Element: Wall Elements Below; Wall Elements Above; Wall Element Outline Only; Column Elements Below; Column Elements Above; Slab Elements; Slab Element Outline Only; Scale = 1:250 Factored LC: 1.2D + 1.6L + 0.5Lr - Bending Moment Plot (Maximum Values) (Y-Axis Direction) One Contour = 2 Kips Min Value = -19.25 Kips @ (-237.2,15.1) Max Value = 94.61 Kips @ (-225.9,15.1) 240022 FOUNDATION.cpt - 12/31/2024 Factored LC: 1.2D + 1.6L + 0.5Lr: Max My Plan Factored LC: 1.2D + 1.6L + 0.5Lr: Max My Plan - 54 155 of 427 0000 0 -10 -10-10 0 -10 -10 -10 010 40 20 03070 200 10 90 50 00 20 0 0 0 -10 -10 -10 -10 0 00 100 10 30 0 40 90 302020208010 10 60 00 0 0 -10-1020 10 0 10 -10-10 -10 0 10 0 40 201090 10 1020 8040 100 10 0 -10 -10 1020 10 0 0 0 10 20 10302020 00 0 0 0 Factored LC: 1.2D + 1.6L + 0.5Lr: User Lines; User Notes; User Dimensions; Drawing Import: User Lines; User Notes; User Dimensions; Element: Wall Elements Below; Wall Elements Above; Wall Element Outline Only; Column Elements Below; Column Elements Above; Slab Elements; Slab Element Outline Only; Scale = 1:250 Factored LC: 1.2D + 1.6L + 0.5Lr - Bending Moment Plot (Minimum Values) (Y-Axis Direction) One Contour = 2 Kips Min Value = -19.25 Kips @ (-237.2,15.1) Max Value = 94.61 Kips @ (-225.9,15.1) 240022 FOUNDATION.cpt - 12/31/2024 Factored LC: 1.2D + 1.6L + 0.5Lr: Min My Plan Factored LC: 1.2D + 1.6L + 0.5Lr: Min My Plan - 55 156 of 427 0 00 0 0 0 0 0 -10101020 40 20 40 6060 20 -1010 90 -10 20 50 0 20 -100 0 0 0 -10 0-10 00-100 10 10 70 -10-10 1060 20 0 -20 0 20 0 -10 0 2020 101010 -10 10 100 -1010 10 0 40-10 -20 20 70 10 40 10 -10 10 0 0 0 10 100 0 -10 0 0 0 0 0 0 0 Factored LC: 0.9D + 1.6L + 0.5Lr: User Lines; User Notes; User Dimensions; Drawing Import: User Lines; User Notes; User Dimensions; Element: Wall Elements Below; Wall Elements Above; Wall Element Outline Only; Column Elements Below; Column Elements Above; Slab Elements; Slab Element Outline Only; Scale = 1:250 Factored LC: 0.9D + 1.6L + 0.5Lr - Bending Moment Plot (Maximum Values) (X-Axis Direction) One Contour = 2 Kips Min Value = -20.82 Kips @ (-199.4,-24.55) Max Value = 88.07 Kips @ (-225.9,15.1) 240022 FOUNDATION.cpt - 12/31/2024 Factored LC: 0.9D + 1.6L + 0.5Lr: Max Mx Plan Factored LC: 0.9D + 1.6L + 0.5Lr: Max Mx Plan - 56 157 of 427 0 00 0 0 0 0 0 -10101020 40 20 40 6060 20 -1010 90 -10 20 50 0 20 -100 0 0 0 -10 0-10 00-100 10 10 70 -10-10 1060 20 0 -20 0 20 0 -10 0 2020 101010 -10 10 100 -1010 10 0 40-10 -20 20 70 10 40 10 -10 10 0 0 0 10 100 0 -10 0 0 0 0 0 0 0 Factored LC: 0.9D + 1.6L + 0.5Lr: User Lines; User Notes; User Dimensions; Drawing Import: User Lines; User Notes; User Dimensions; Element: Wall Elements Below; Wall Elements Above; Wall Element Outline Only; Column Elements Below; Column Elements Above; Slab Elements; Slab Element Outline Only; Scale = 1:250 Factored LC: 0.9D + 1.6L + 0.5Lr - Bending Moment Plot (Minimum Values) (X-Axis Direction) One Contour = 2 Kips Min Value = -20.82 Kips @ (-199.4,-24.55) Max Value = 88.07 Kips @ (-225.9,15.1) 240022 FOUNDATION.cpt - 12/31/2024 Factored LC: 0.9D + 1.6L + 0.5Lr: Min Mx Plan Factored LC: 0.9D + 1.6L + 0.5Lr: Min Mx Plan - 57 158 of 427 000 0 0 -100 -10 0 -10 -10 -10 0 0 30 10 10 70 20 10 0 60 0 1010 010 0 -10 -10 -10 0 00 10 0 10 2000 0 20 20 40 0040 0 0 0 0 10 10 10 -100 10 0 00 0 10 03010 60 80 2010 0 0 0 -10 10 0 0 0 0 0 0 10 2010 20 00 0 0 Factored LC: 0.9D + 1.6L + 0.5Lr: User Lines; User Notes; User Dimensions; Drawing Import: User Lines; User Notes; User Dimensions; Element: Wall Elements Below; Wall Elements Above; Wall Element Outline Only; Column Elements Below; Column Elements Above; Slab Elements; Slab Element Outline Only; Scale = 1:250 Factored LC: 0.9D + 1.6L + 0.5Lr - Bending Moment Plot (Maximum Values) (Y-Axis Direction) One Contour = 2 Kips Min Value = -17.16 Kips @ (-237.2,15.1) Max Value = 81.43 Kips @ (-225.9,15.1) 240022 FOUNDATION.cpt - 12/31/2024 Factored LC: 0.9D + 1.6L + 0.5Lr: Max My Plan Factored LC: 0.9D + 1.6L + 0.5Lr: Max My Plan - 58 159 of 427 000 0 0 -100 -10 0 -10 -10 -10 0 0 30 10 10 70 20 10 0 60 0 1010 010 0 -10 -10 -10 0 00 10 0 10 2000 0 20 20 40 0040 0 0 0 0 10 10 10 -100 10 0 00 0 10 03010 60 80 2010 0 0 0 -10 10 0 0 0 0 0 0 10 2010 20 00 0 0 Factored LC: 0.9D + 1.6L + 0.5Lr: User Lines; User Notes; User Dimensions; Drawing Import: User Lines; User Notes; User Dimensions; Element: Wall Elements Below; Wall Elements Above; Wall Element Outline Only; Column Elements Below; Column Elements Above; Slab Elements; Slab Element Outline Only; Scale = 1:250 Factored LC: 0.9D + 1.6L + 0.5Lr - Bending Moment Plot (Minimum Values) (Y-Axis Direction) One Contour = 2 Kips Min Value = -17.16 Kips @ (-237.2,15.1) Max Value = 81.43 Kips @ (-225.9,15.1) 240022 FOUNDATION.cpt - 12/31/2024 Factored LC: 0.9D + 1.6L + 0.5Lr: Min My Plan Factored LC: 0.9D + 1.6L + 0.5Lr: Min My Plan - 59 160 of 427 0000 000 0 0 -5 0 -5 -5 0 0 -50 3015 10 10 5 10 10 -50 00 -5 0 0 -5 0 0 00 10 10 15-5 0 25 -55 20 30 0 150 0 -5 0 5 5 0 -50 0 55 50 15 5 0 15 5 0 01510 20 0 -50 -5 -5 0 0 5 0 0 0 0 0 0 0 0 0 0 0 Factored Seismic LC: 0.9D + E: User Lines; User Notes; User Dimensions; Drawing Import: User Lines; User Notes; User Dimensions; Element: Wall Elements Below; Wall Elements Above; Wall Element Outline Only; Column Elements Below; Column Elements Above; Slab Elements; Slab Element Outline Only; Scale = 1:250 Factored Seismic LC: 0.9D + E - Bending Moment Plot (Maximum Values) (X-Axis Direction) One Contour = 1 Kips Min Value = -8.233 Kips @ (-199.4,-24.55) Max Value = 41.53 Kips @ (-225.9,15.1) 240022 FOUNDATION.cpt - 12/31/2024 Factored Seismic LC: 0.9D + E: Max Mx Plan Factored Seismic LC: 0.9D + E: Max Mx Plan - 60 161 of 427 00 0 0 -50 -5 0 05 510 30 15 10 25 200 15 35 10 530 10-5 0-5 0 -5 0 0 0 0 -5 10 5 10 -5 0 40 05 25 350 20 -5 100 0 5 -5 5 0 5 -5 -5 -5 -50-5 20 5525 5 -10-5 200 20-5 0 5 -5 -5 0 0 0 0 0 0 0 0 0 0 -5 0 Factored Seismic LC: 0.9D + E: User Lines; User Notes; User Dimensions; Drawing Import: User Lines; User Notes; User Dimensions; Element: Wall Elements Below; Wall Elements Above; Wall Element Outline Only; Column Elements Below; Column Elements Above; Slab Elements; Slab Element Outline Only; Scale = 1:250 Factored Seismic LC: 0.9D + E - Bending Moment Plot (Minimum Values) (X-Axis Direction) One Contour = 1 Kips Min Value = -11.47 Kips @ (-196.6,48.5) Max Value = 41.38 Kips @ (-225.9,15.1) 240022 FOUNDATION.cpt - 12/31/2024 Factored Seismic LC: 0.9D + E: Min Mx Plan Factored Seismic LC: 0.9D + E: Min Mx Plan - 61 162 of 427 0 00 0 0 0 -5 -5 -5 051050 0 15 20 010 40 0 10 10 0 5 0 -5 -5 0 -5 -5 00 001055 20 010 25 0 0 150 0 0 0 -5 -510 0 05 -5 00 10 0 15 10 35 205 3040 10 5 0 5 0 -5 0 5 0 0 0 0 5 0 5 0 100 5 0 0 5 0 Factored Seismic LC: 0.9D + E: User Lines; User Notes; User Dimensions; Drawing Import: User Lines; User Notes; User Dimensions; Element: Wall Elements Below; Wall Elements Above; Wall Element Outline Only; Column Elements Below; Column Elements Above; Slab Elements; Slab Element Outline Only; Scale = 1:250 Factored Seismic LC: 0.9D + E - Bending Moment Plot (Maximum Values) (Y-Axis Direction) One Contour = 1 Kips Min Value = -7.322 Kips @ (-184.9,-12.79) Max Value = 41.71 Kips @ (-168.9,-11.98) 240022 FOUNDATION.cpt - 12/31/2024 Factored Seismic LC: 0.9D + E: Max My Plan Factored Seismic LC: 0.9D + E: Max My Plan - 62 163 of 427 000 -5 -5 -5 -5 -5 -5 -5 00 15 0 10 15 20 5 15 30 15 5 25 05 -5-5 -5 -5 0 5 5 20 10 5 355 10 40 0 150 0 0 0 5 5 0 5 0 -5 0 5 0250 25 5 5 30 0 25 0 5 0 -5 0 0 0 0 00 5 -5 5 5 0 0 0 0 Factored Seismic LC: 0.9D + E: User Lines; User Notes; User Dimensions; Drawing Import: User Lines; User Notes; User Dimensions; Element: Wall Elements Below; Wall Elements Above; Wall Element Outline Only; Column Elements Below; Column Elements Above; Slab Elements; Slab Element Outline Only; Scale = 1:250 Factored Seismic LC: 0.9D + E - Bending Moment Plot (Minimum Values) (Y-Axis Direction) One Contour = 1 Kips Min Value = -9.172 Kips @ (-237.2,15.1) Max Value = 41.57 Kips @ (-169.9,-10.9) 240022 FOUNDATION.cpt - 12/31/2024 Factored Seismic LC: 0.9D + E: Min My Plan Factored Seismic LC: 0.9D + E: Min My Plan - 63 164 of 427 00 00 0 0 0 0 10 -50 05 35 100 15 35 10 15-5 0 10 0 0 0 0 0 5 5 0 -5 0 15 5 30 -5-5 10 30 0 -5 -5 10 0 -55 0 0 0 5 0 10 5 5 10 -5 35 205 2525 -5010 10 0 0 0 0 5 5 5 0 0 0 0 0 0 0 0 Factored Seismic LC: 0.9D - E: User Lines; User Notes; User Dimensions; Drawing Import: User Lines; User Notes; User Dimensions; Element: Wall Elements Below; Wall Elements Above; Wall Element Outline Only; Column Elements Below; Column Elements Above; Slab Elements; Slab Element Outline Only; Scale = 1:250 Factored Seismic LC: 0.9D - E - Bending Moment Plot (Maximum Values) (X-Axis Direction) One Contour = 1 Kips Min Value = -6.719 Kips @ (-199.4,-24.55) Max Value = 41.53 Kips @ (-225.9,15.1) 240022 FOUNDATION.cpt - 12/31/2024 Factored Seismic LC: 0.9D - E: Max Mx Plan Factored Seismic LC: 0.9D - E: Max Mx Plan - 64 165 of 427 000 0 0 0 0 0 0 10 010 15 50 20 00 -54020 5 20 15 5 00 0 0 -5 5 5 10 0 20 0 4010 0 25 40 -5 200 -5 -500 0 0 0 0 -5 0 0 10 -5 15 0 40 10 -5 3035 5 15 0 0 -5 0 -5 -5 -5 5 0 0 0 0 0 0 0 0 Factored Seismic LC: 0.9D - E: User Lines; User Notes; User Dimensions; Drawing Import: User Lines; User Notes; User Dimensions; Element: Wall Elements Below; Wall Elements Above; Wall Element Outline Only; Column Elements Below; Column Elements Above; Slab Elements; Slab Element Outline Only; Scale = 1:250 Factored Seismic LC: 0.9D - E - Bending Moment Plot (Minimum Values) (X-Axis Direction) One Contour = 1 Kips Min Value = -8.262 Kips @ (-199.4,-24.55) Max Value = 41.38 Kips @ (-225.9,15.1) 240022 FOUNDATION.cpt - 12/31/2024 Factored Seismic LC: 0.9D - E: Min Mx Plan Factored Seismic LC: 0.9D - E: Min Mx Plan - 65 166 of 427 0 0 0 00 0 0 0 0 0 0 20 10 0 40 15 5 520 25 10 10 10 05 0 00 0 -5 00 00 20025 1010 35 0 25 5 0 0 0 5 5 5 10 0 0 0 0 0 0 15 10 30 2010 25 35 10 5 0 5 0 -5 0 5 0 10 0 0 0 0 5 50 0 0 0 0 Factored Seismic LC: 0.9D - E: User Lines; User Notes; User Dimensions; Drawing Import: User Lines; User Notes; User Dimensions; Element: Wall Elements Below; Wall Elements Above; Wall Element Outline Only; Column Elements Below; Column Elements Above; Slab Elements; Slab Element Outline Only; Scale = 1:250 Factored Seismic LC: 0.9D - E - Bending Moment Plot (Maximum Values) (Y-Axis Direction) One Contour = 1 Kips Min Value = -7.259 Kips @ (-184,-11.9) Max Value = 41.66 Kips @ (-168.9,-11.98) 240022 FOUNDATION.cpt - 12/31/2024 Factored Seismic LC: 0.9D - E: Max My Plan Factored Seismic LC: 0.9D - E: Max My Plan - 66 167 of 427 00 0 -5 -5 -5 -5 0 0 0 20 51520 1510 15 200 10 10 0 5 0 -5 -5 -5 -5 0 0 1010 5 355 10 25 510 0 0 0 -5 -51010-5 -5 -5 0 0 0 0 5 02510040 2010 0 0 -5 0 0 -5 0 0 0 0 0 00 0 Factored Seismic LC: 0.9D - E: User Lines; User Notes; User Dimensions; Drawing Import: User Lines; User Notes; User Dimensions; Element: Wall Elements Below; Wall Elements Above; Wall Element Outline Only; Column Elements Below; Column Elements Above; Slab Elements; Slab Element Outline Only; Scale = 1:250 Factored Seismic LC: 0.9D - E - Bending Moment Plot (Minimum Values) (Y-Axis Direction) One Contour = 1 Kips Min Value = -7.315 Kips @ (-184.9,-12.79) Max Value = 41.52 Kips @ (-169.9,-10.9) 240022 FOUNDATION.cpt - 12/31/2024 Factored Seismic LC: 0.9D - E: Min My Plan Factored Seismic LC: 0.9D - E: Min My Plan - 67 168 of 427 Design Strip: User Lines; User Notes; User Dimensions; Longitude SSs; Longitude SSSs; SSS Hatching; Longitude DSs; Longitude Span Boundaries; Longitude Strip Boundaries; Drawing Import: User Lines; User Notes; User Dimensions; Element: Wall Elements Below; Wall Elements Above; Wall Element Outline Only; Column Elements Below; Column Elements Above; Slab Elements; Slab Element Outline Only; Scale = 1:250 240022 FOUNDATION.cpt - 12/31/2024 Design Strip: Longitude Design Spans Plan Design Strip: Longitude Design Spans Plan - 68 169 of 427 Design Strip: User Lines; User Notes; User Dimensions; Latitude SSs; Latitude SSSs; SSS Hatching; Latitude DSs; Latitude Span Boundaries; Latitude Strip Boundaries; Drawing Import: User Lines; User Notes; User Dimensions; Element: Wall Elements Below; Wall Elements Above; Wall Element Outline Only; Column Elements Below; Column Elements Above; Slab Elements; Slab Element Outline Only; Scale = 1:250 240022 FOUNDATION.cpt - 12/31/2024 Design Strip: Latitude Design Spans Plan Design Strip: Latitude Design Spans Plan - 69 170 of 427 Design Strip: User Lines; User Notes; User Dimensions; Punching Checks; Punching Check Sections; Drawing Import: User Lines; User Notes; User Dimensions; Element: Wall Elements Below; Wall Elements Above; Wall Element Outline Only; Column Elements Below; Column Elements Above; Slab Elements; Slab Element Outline Only; Scale = 1:250 240022 FOUNDATION.cpt - 12/31/2024 Design Strip: Punching Checks Plan Design Strip: Punching Checks Plan - 70 171 of 427 #5@18T #5@18T (2)#7x2.5T (2)#7x3T (3)#7x3T (3)#7x3T (4)#7x15T (7)#7x15T (4)#7x15T (2)#7x17T (3)#7x44T (2)#7x46T (1)#7x47T (1)#7x47.2T (2)#7x47.2T (2)#7x19.5T (3)#7x19T (2)#7x23T (1)#7x76.5T (4)#7x75.8T (4)#7x75.8T (2)#7x56.5T (3)#7x117T (2)#7x22T (2)#7x21.5T (4)#7x123T (5)#7x127T (3)#7x132T (5)#7x131T (4)#7x49.5T (1)#7x4.5T (3)#7x53T (2)#7x16T (3)#7x16T (1)#7x15T (1)#7x13T (6)#7x32.5T (1)#7x1.5T (2)#7x6.5T (1)#7x5T (2)#7x19T (2)#7x90T(2)#7x1.5T (1)#7x1.5T (2)#7x90T (3)#7x34.5T (3)#7x45.5T (3)#7x2.5T (5)#7x88.8T (3)#7x1T (2)#7x34.5T(3)#7x2.5T (3)#7x30T (6)#7x19.5T (6)#7x42T (3)#7x19T (5)#7x18.5T (3)#7x1T (4)#7x88.8T (3)#7x2.5T (1)#7x69.5T (3)#7x21T (3)#7x18.5T(1)#7x19T (1)#7x1T (2)#7x67.9T (4)#7x67.9T (2)#7x1T (2)#7x17.5T (2)#7x41.5T (2)#7x1T (2)#7x17.5T (2)#7x19T (4)#7x23T (5)#7x67.9T (1)#7x2.5T (1)#7x1T (2)#7x1T (6)#7x50T (3)#7x20.5T (5)#7x2.5T (6)#7x21T (6)#7x58.7T (4)#7x11.5T (3)#7x44.5T (3)#7x58.5T (3)#7x58.5T (1)#7x28T (2)#7x49.2T (1)#7x5T (3)#7x45.5T (1)#7x9T (2)#7x26T(1)#7x9.5T (2)#7x36.5T (3)#7x36.5T Reinforcement: User Lines; User Notes; User Dimensions; Latitude User Concentrated Reinf.; Latitude Program Concentrated Reinf.; Latitude User Distributed Reinf.; Latitude Program Distributed Reinf.; Longitude User Concentrated Reinf.; Longitude Program Concentrated Reinf.; Longitude User Distributed Reinf.; Longitude Program Distributed Reinf.; Top Face Concentrated Reinf.; Both Faces Concentrated Reinf.; Top Face Distributed Reinf.; Both Faces Distributed Reinf.; Concentrated Reinf. Descriptions; Concentrated Reinf. Extent; Distributed Reinf. Descriptions; Distributed Reinf. Extent; Drawing Import: User Lines; User Notes; User Dimensions; Element: Wall Elements Below; Wall Elements Above; Wall Element Outline Only; Column Elements Below; Column Elements Above; Slab Elements; Slab Element Outline Only; Scale = 1:250 240022 FOUNDATION.cpt - 12/31/2024 Reinforcement: Top Bars Plan Reinforcement: Top Bars Plan - 71 172 of 427 #5@18B #5@18B (3)#7x3B (1)#7x4.5B (5)#7x5B (7)#7x5B (7)#7x5B (4)#7x5B (7)#7x5.5B (7)#7x5.5B (2)#7x5.5B (2)#7x5.5B (4)#7x10.5B (3)#7x10.5B (1)#7x12.5B (2)#7x15B (2)#7x27B (8)#7x16.5B (21)#7x15.5B (1)#7x11.5B (3)#7x36.5B (4)#7x12.5B (1)#7x12.5B (3)#7x13.5B (4)#7x13.5B (2)#7x14.5B (2)#7x14.5B (1)#7x35B (4)#7x63.5B (2)#7x14B (2)#7x15B (1)#7x12.5B (7)#7x13B (4)#7x12.5B (2)#7x12.5B (19)#7x19B (3)#7x14B (3)#7x14B (2)#7x6.5B (2)#7x6.5B (3)#7x30B (4)#7x10B (2)#7x10B (4)#7x29.5B (2)#7x9B (4)#7x5.5B (4)#7x5B (20)#7x18.5B (3)#7x14B (4)#7x14B (4)#7x14.5B (3)#7x13B (5)#7x13B (1)#7x14.5B (4)#7x13.5B(2)#7x5B (2)#7x5B (4)#7x14.5B (2)#7x26B (3)#7x30B (3)#7x26.5B (2)#7x25.5B (2)#7x6B (1)#7x6.5B (5)#7x9.5B (3)#7x10.5B (1)#7x5B (5)#7x5B (4)#7x11.5B (2)#7x6.5B (3)#7x6.5B (2)#7x6B (3)#7x6B (11)#7x4.5B (4)#7x28.5B(4)#7x27.5B (3)#7x20B (3)#7x21B (2)#7x19B(3)#7x10B (3)#7x13.5B (3)#7x6B (21)#7x24.5B (8)#7x16.5B (8)#7x12.5B (8)#7x7.5B (5)#7x10B (3)#7x19B (4)#7x14B (5)#7x5B (4)#7x9.5B(6)#7x5B (6)#7x15B (4)#7x14B (5)#7x5B (6)#7x5B (1)#7x7.5B(8)#7x7.5B (5)#7x35B (10)#7x16.5B (7)#7x11B (1)#7x1.5B (1)#7x5B (2)#7x15B (3)#7x5B (3)#7x5B(1)#7x13B (1)#7x14B (3)#7x11.5B(2)#7x30.5B (5)#7x34B (7)#7x15B (2)#7x30.5B (4)#7x11.5B (2)#7x15B(2)#7x6B (2)#7x14B (4)#7x5B (5)#7x16.5B(3)#7x6.5B (18)#7x16.5B (1)#7x7.5B (7)#7x5B (4)#7x11.5B (4)#7x14.5B (5)#7x5B (5)#7x11.5B (4)#7x15B (6)#7x5B (4)#7x12.5B (6)#7x5B(5)#7x20B (4)#7x17.5B (2)#7x15B (3)#7x5B (3)#7x7.5B(2)#7x13.5B(2)#7x8B (3)#7x10B(2)#7x16B(2)#7x7.5B (1)#7x7.5B (1)#7x7.5B (1)#7x31B (1)#7x5B (2)#7x8.5B(1)#7x30.5B (1)#7x25.5B (2)#7x7B(1)#7x25.5B (2)#7x8.5B (2)#7x9B (2)#7x11.5B (2)#7x11.5B Reinforcement: User Lines; User Notes; User Dimensions; Latitude User Concentrated Reinf.; Latitude Program Concentrated Reinf.; Latitude User Distributed Reinf.; Latitude Program Distributed Reinf.; Longitude User Concentrated Reinf.; Longitude Program Concentrated Reinf.; Longitude User Distributed Reinf.; Longitude Program Distributed Reinf.; Bottom Face Concentrated Reinf.; Both Faces Concentrated Reinf.; Bottom Face Distributed Reinf.; Both Faces Distributed Reinf.; Concentrated Reinf. Descriptions; Concentrated Reinf. Extent; Distributed Reinf. Descriptions; Distributed Reinf. Extent; Drawing Import: User Lines; User Notes; User Dimensions; Element: Wall Elements Below; Wall Elements Above; Wall Element Outline Only; Column Elements Below; Column Elements Above; Slab Elements; Slab Element Outline Only; Scale = 1:250 240022 FOUNDATION.cpt - 12/31/2024 Reinforcement: Bottom Bars Plan Reinforcement: Bottom Bars Plan - 72 173 of 427 Reinforcement: User Lines; User Notes; User Dimensions; Longitude User Individual Bars; Longitude Program Individual Bars; Latitude User Individual Bars; Latitude Program Individual Bars; Top Face Individual Bars; Both Faces Individual Bars; Drawing Import: User Lines; User Notes; User Dimensions; Element: Wall Elements Below; Wall Elements Above; Wall Element Outline Only; Column Elements Below; Column Elements Above; Slab Elements; Slab Element Outline Only; Scale = 1:250 240022 FOUNDATION.cpt - 12/31/2024 Reinforcement: Individual Top Bars Plan Reinforcement: Individual Top Bars Plan - 75 174 of 427 Reinforcement: User Lines; User Notes; User Dimensions; Longitude User Individual Bars; Longitude Program Individual Bars; Latitude User Individual Bars; Latitude Program Individual Bars; Bottom Face Individual Bars; Both Faces Individual Bars; Drawing Import: User Lines; User Notes; User Dimensions; Element: Wall Elements Below; Wall Elements Above; Wall Element Outline Only; Column Elements Below; Column Elements Above; Slab Elements; Slab Element Outline Only; Scale = 1:250 240022 FOUNDATION.cpt - 12/31/2024 Reinforcement: Individual Bottom Bars Plan Reinforcement: Individual Bottom Bars Plan - 76 175 of 427 0.064 0.064 0.064 0.0640.048 0.048 0.048 0.032 0.048 0.064 0.0640.048 0.048 0.048 0.096 0.016 0.112 0.048 0.016 0.128 0.032 0.016 0.032 0.048 0.032 0.048 0.112 0.112 0.0480.08 0.0640.048 0.064 0.016 0.016 0.032 0.048 0.048 0.016 0.032 0.032 0.048 0.048 0.032 0.048 0.064 0.048 0.064 0.08 0.048 0.048 0.112 0.048 0.032 0.112 0.048 0.096 0.08 0.064 0.08 0.064 0.032 0.080.08 0.032 0.016 0.0480.048 0.064 0.032 0.032 0.032 0.064 0.064 0.048 0.096 0.032 0.112 0.032 0.064 0.0960.08 0.0960.080.032 0.032 0.048 0.032 0.016 0.0480.032 0.016 0.048 0.064 0.0480.048 0.0480.048 0.0480.032 0.048 0.048 0.0480.064 0.08 0.048 0.064 Maximum Short Term Load: User Lines; User Notes; User Dimensions; Drawing Import: User Lines; User Notes; User Dimensions; Element: Wall Elements Below; Wall Elements Above; Wall Element Outline Only; Column Elements Below; Column Elements Above; Slab Elements; Slab Element Outline Only; Scale = 1:250 Maximum Short Term Load - Vertical Deflection Plot 0.016 0.032 0.048 0.064 0.08 0.096 0.112 0.128 0.144 Min Value = 0.007733 inches @ (-222.1,36.18) Max Value = 0.1677 inches @ (-226.9,15.1) 240022 FOUNDATION.cpt - 12/31/2024 Maximum Short Term Load: Std Deflection Plan Maximum Short Term Load: Std Deflection Plan - 77 176 of 427 0.06 0.06 0.06 0.04 0.04 0.06 0.04 0.060.04 0.02 0.06 0.02 0.04 0.060.02 0.08 0.04 0.16 0.08 0.06 0.10.08 0.16 0.06 0.060.12 0.12 0.04 0.1 0.08 0.02 0.04 0.04 0.02 0.04 0.02 0.02 0.02 0.04 0.04 0.02 0.04 0.080.04 0.06 0.080.02 0.14 0.060.08 0.02 0.080.08 0.120.06 0.06 0.08 0.02 0.02 0.060.06 0.08 0.08 0.08 0.02 0.06 0.02 0.04 0.08 0.06 0.08 0.12 0.04 0.12 0.060.06 0.06 0.040.06 0.02 0.08 0.04 0.04 0.02 0.02 0.06 0.04 0.080.02 0.04 0.02 0.04 0.080.04 0.04 0.04 0.06 0.06 0.040.06 0.04 0.06 Sustained Load: User Lines; User Notes; User Dimensions; Drawing Import: User Lines; User Notes; User Dimensions; Element: Wall Elements Below; Wall Elements Above; Wall Element Outline Only; Column Elements Below; Column Elements Above; Slab Elements; Slab Element Outline Only; Scale = 1:250 Sustained Load - Vertical Deflection Plot 0.02 0.04 0.06 0.08 0.1 0.12 0.14 0.16 0.18 Min Value = 0.006456 inches @ (-184.9,-19.84) Max Value = 0.192 inches @ (-226.9,15.1) 240022 FOUNDATION.cpt - 12/31/2024 Sustained Load: Std Deflection Plan Sustained Load: Std Deflection Plan - 78 177 of 427 0.10.08 0.08 0.06 0.10.06 0.06 0.080.04 0.04 0.04 0.02 0.040.04 0.04 0.04 0.04 0.06 0.020.12 0.060.16 0.08 0.1 0.06 0.14 0.120.10.08 0.080.02 0.14 0.1 0.040.02 0.1 0.06 0.080.08 0.04 0.04 0.060.020.04 0.06 0.02 0.02 0.020.020.04 0.06 0.020.04 0.040.02 0.06 0.02 0.060.020.08 0.14 0.060.1 0.02 0.120.040.06 0.1 0.1 0.10.06 0.1 0.140.08 0.08 0.04 0.120.080.04 0.04 0.1 0.020.08 0.1 0.08 0.08 0.02 0.10.04 0.12 0.04 0.04 0.06 0.06 0.06 0.060.04 0.14 0.02 0.08 0.160.1 0.12 0.08 0.12 0.10.1 0.16 0.08 0.08 0.10.06 0.02 0.02 0.1 0.1 0.02 0.02 0.08 0.020.04 0.04 0.06 0.08 0.04 0.06 0.040.04 0.10.04 0.10.04 0.10.08 0.04 0.08 0.08 0.04 0.08 Final Instantaneous Load: User Lines; User Notes; User Dimensions; Drawing Import: User Lines; User Notes; User Dimensions; Element: Wall Elements Below; Wall Elements Above; Wall Element Outline Only; Column Elements Below; Column Elements Above; Slab Elements; Slab Element Outline Only; Scale = 1:250 Final Instantaneous Load - Vertical Deflection Plot 0.02 0.04 0.06 0.08 0.1 0.12 0.14 0.16 0.18 Min Value = 0.002936 inches @ (-184.9,-19.84) Max Value = 0.2414 inches @ (-226.9,15.1) 240022 FOUNDATION.cpt - 12/31/2024 Final Instantaneous Load: Std Deflection Plan Final Instantaneous Load: Std Deflection Plan - 79 178 of 427 1 OK USR=0.752 2 OK USR=0.816 3 OK USR=0.717 4 OK USR=0.728 5 OK USR=0.423 6 OK USR=0.426 7 OK (non-standard section) USR=0.763 Design Status: User Lines; User Notes; User Dimensions; PC Designs; PC Design Numbers; PC Design Status; PC Design Stress Ratios; PC Design Sections; Drawing Import: User Lines; User Notes; User Dimensions; Element: Wall Elements Below; Wall Elements Above; Wall Element Outline Only; Column Elements Below; Column Elements Above; Slab Elements; Slab Element Outline Only; Scale = 1:250 240022 FOUNDATION.cpt - 12/31/2024 Design Status: Punching Shear Status Plan Design Status: Punching Shear Status Plan - 85 179 of 427 1L-1 OK 1C-1 OK 1R-1 OK 1L-2 OK 1C-2 OK 1R-2 OK 1L-3 OK 1C-3 OK 1R-3 OK 1L-4 OK 1C-4 OK 1R-4 OK 1L-5 OK 1C-5 OK 1R-5 OK 2L-1 OK 2C-1 OK 2R-1 OK 2L-2 OK 2C-2 OK 2R-2 OK 3L-1 OK 3C-1 OK 3R-1 OK 3L-2 OK 3C-2 OK 3R-2 OK 4L-1 OK 4C-1 OK 4R-1 OK 4L-2 OK 4C-2 OK 4R-2 OK 4C-3 OK 4R-3 OK 5C-1 OK 5R-1 OK 6L-1 OK 6C-1 OK 6R-1 OK 7L-1 OK 7C-1 OK 8L-1 OK 8C-1 OK 8R-1 OK 8C-2 OK 8R-2 OK 8L-3 OK 8C-3 OK 8R-3 OK 9C-1 OK 9R-1 OK 10L-1 OK 10C-1 OK 10R-1 OK 11L-1 OK 11C-1 OK Design Status: User Lines; User Notes; User Dimensions; Latitude Span Designs; Span Design Numbers; Span Design Status; Latitude DS Designs; DS Design Numbers; DS Design Status; Drawing Import: User Lines; User Notes; User Dimensions; Element: Wall Elements Below; Wall Elements Above; Wall Element Outline Only; Column Elements Below; Column Elements Above; Slab Elements; Slab Element Outline Only; Scale = 1:250 240022 FOUNDATION.cpt - 12/31/2024 Design Status: Latitude Status Plan Design Status: Latitude Status Plan - 86 180 of 427 #5@18T 7 #7 T. 4 #7 T. 3 #7 T. 1 #7 T. 4 #7 T. 3 #7 T. 5 #7 T. 1 #7 T. 2 #7 T. 3 #7 T. 5 #7 T. 1 #7 T. 2 #7 T. 4 #7 T. 5 #7 T. 3 #7 T. 1 #7 T. 4 #7 T. 3 #7 T. 1 #7 T. 2 #7 T. 4 #7 T. 4 #7 T. 3 #7 T. 1 #7 T. 6 #7 T. 1 #7 T. 1 #7 T. 4 #7 T. 1 #7 T. 3 #7 T. 1 #7 T. 2 #7 T. 2 #7 T. 1 #7 T. 2 #7 T. 2 #7 T. 1 #7 T. 2 #7 T.4 #7 T. 3 #7 T. 1 #7 T. 3 #7 T. 1 #7 T. 1 #7 T. 1 #7 T. 2 #7 T. 3 #7 T. 1 #7 T. 1 #7 T. 3 #7 T. 1 #7 T. 1 #7 T. 1 #7 T. 1 #7 T. 2 #7 T. 3 #7 T. 4 #7 T. 2 #7 T. 1 #7 T. 3 #7 T. 2 #7 T. 4 #7 T. 1 #7 T. 3 #7 T. 4 #7 T. 1 #7 T. 2 #7 T. 1 #7 T. 1 #7 T. 3 #7 T. 1 #7 T. 3 #7 T. 1 #7 T. 4 #7 T. 2 #7 T. 1 #7 T. 2 #7 T. 2 #7 T. 5 #7 T. 4 #7 T. 3 #7 T. 2 #7 T. 2 #7 T. 3 #7 T. Design Status: User Lines; User Notes; User Dimensions; Latitude Span Designs; Span Design Top Bars; Span Design Bar Descriptions; Latitude DS Designs; DS Design Top Bars; Drawing Import: User Lines; User Notes; User Dimensions; Element: Wall Elements Below; Wall Elements Above; Wall Element Outline Only; Column Elements Below; Column Elements Above; Slab Elements; Slab Element Outline Only; Reinforcement: Top Face Concentrated Reinf.; Both Faces Concentrated Reinf.; Auto Face Concentrated Reinf.; Concentrated Reinf. Descriptions; Top Face Distributed Reinf.; Both Faces Distributed Reinf.; Auto Face Distributed Reinf.; Distributed Reinf. Descriptions; Latitude User Concentrated Reinf.; Latitude User Distributed Reinf.; Scale = 1:250 240022 FOUNDATION.cpt - 12/31/2024 Design Status: Latitude Top Reinforcement Plan Design Status: Latitude Top Reinforcement Plan - 87 181 of 427 #5@18B 7 #7 B. 4 #7 B. 7 #7 B. 8 #7 B. 5 #7 B. 3 #7 B. 3 #7 B. 3 #7 B. 8 #7 B. 19 #7 B. 3 #7 B. 3 #7 B. 3 #7 B. 3 #7 B. 19 #7 B. 20 #7 B. 3 #7 B. 3 #7 B. 4 #7 B. 4 #7 B. 20 #7 B. 5 #7 B. 2 #7 B. 2 #7 B. 5 #7 B. 5 #7 B. 3 #7 B. 3 #7 B. 3 #7 B. 3 #7 B. 4 #7 B. 2 #7 B. 7 #7 B. 21 #7 B. 7 #7 B. 4 #7 B. 2 #7 B. 2 #7 B. 21 #7 B. 7 #7 B. 4 #7 B. 4 #7 B. 1 #7 B. 1 #7 B. 2 #7 B. 2 #7 B. 2 #7 B. 2 #7 B. 1 #7 B. 2 #7 B. 2 #7 B. 2 #7 B. 2 #7 B. 3 #7 B. 2 #7 B. 7 #7 B. 4 #7 B. 4 #7 B. 2 #7 B. 2 #7 B. 2 #7 B. 2 #7 B. 3 #7 B. 3 #7 B. 2 #7 B. 4 #7 B. 3 #7 B. 4 #7 B. 2 #7 B. 2 #7 B. 1 #7 B. 1 #7 B.2 #7 B. 2 #7 B. 3 #7 B. 3 #7 B. 4 #7 B. 4 #7 B. 2 #7 B. 2 #7 B. 3 #7 B. 2 #7 B. 2 #7 B. 2 #7 B. 4 #7 B. 4 #7 B. 4 #7 B. 4 #7 B. 4 #7 B. 4 #7 B. 3 #7 B. 4 #7 B. 1 #7 B. 1 #7 B. 4 #7 B. 5 #7 B. 4 #7 B. 4 #7 B. 2 #7 B. 1 #7 B. 2 #7 B. 2 #7 B. 4 #7 B. 11 #7 B. 3 #7 B. 3 #7 B. 2 #7 B. 2 #7 B. 2 #7 B. 2 #7 B. 3 #7 B. 3 #7 B. Design Status: User Lines; User Notes; User Dimensions; Latitude Span Designs; Span Design Bottom Bars; Span Design Bar Descriptions; Latitude DS Designs; DS Design Bottom Bars; Drawing Import: User Lines; User Notes; User Dimensions; Element: Wall Elements Below; Wall Elements Above; Wall Element Outline Only; Column Elements Below; Column Elements Above; Slab Elements; Slab Element Outline Only; Reinforcement: Bottom Face Concentrated Reinf.; Both Faces Concentrated Reinf.; Auto Face Concentrated Reinf.; Concentrated Reinf. Descriptions; Bottom Face Distributed Reinf.; Both Faces Distributed Reinf.; Auto Face Distributed Reinf.; Distributed Reinf. Descriptions; Latitude User Concentrated Reinf.; Latitude User Distributed Reinf.; Scale = 1:250 240022 FOUNDATION.cpt - 12/31/2024 Design Status: Latitude Bottom Reinforcement Plan Design Status: Latitude Bottom Reinforcement Plan - 88 182 of 427 2 #4 @ 2.8 2 #4 @ 3.32 2 #4 @ 3.32 2 #4 @ 3.3 2 #4 @ 4.11 2 #4 @ 2.74 2 #4 @ 3.29 Design Status: User Lines; User Notes; User Dimensions; Latitude Span Designs; Span Design Shear Bars; Span Design Bar Descriptions; Latitude DS Designs; DS Design Numbers; DS Design Shear Bars; Drawing Import: User Lines; User Notes; User Dimensions; Element: Wall Elements Below; Wall Elements Above; Wall Element Outline Only; Column Elements Below; Column Elements Above; Slab Elements; Slab Element Outline Only; Scale = 1:250 240022 FOUNDATION.cpt - 12/31/2024 Design Status: Latitude Shear Reinforcement Plan Design Status: Latitude Shear Reinforcement Plan - 89 183 of 427 12C-1 OK 12R-1 OK 13L-1 OK 13C-1 OK 13R-1 OK 13L-2 OK 13C-2 OK 13R-2 OK 13L-3 OK 13C-3 OK 13R-3 OK 14C-1 OK 14R-1 OK 14L-2 OK 14C-2 OK 14R-2 OK 14L-3 OK 14C-3 OK 14R-3 OK 14L-4 OK 14C-4 OK 14R-4 OK 14L-5 OK 14C-5 OK 14R-5 OK 15L-1 OK 15C-1 OK 15R-1 OK 15L-2 OK 15C-2 OK 15R-2 OK 16L-1 OK 16C-1 OK 16R-1 OK 16L-2 OK 16C-2 OK 16R-2 OK 16L-3 OK 16C-3 OK 16R-3 OK 17L-1 OK 17C-1 OK 17R-1 OK 17L-2 OK 17C-2 OK 17R-2 OK 17L-3 OK 17C-3 OK 17R-3 OK 18L-1 OK 18C-1 OK 19L-1 OK 19C-1 OK19R-1 OK 20L-1 OK20C-1 OK 20R-1 OK 20L-2 OK20C-2 OK 20R-2 OK 20L-3 OK20C-3 OK 20R-3 OK 20L-4 OK20C-4 OK 20R-4 OK 20L-5 OK20C-5 OK 20R-5 OK 21L-1 OK21C-1 OK 22C-1 OK 22R-1 OK Design Status: User Lines; User Notes; User Dimensions; Longitude Span Designs; Span Design Numbers; Span Design Status; Longitude DS Designs; DS Design Numbers; DS Design Status; Drawing Import: User Lines; User Notes; User Dimensions; Element: Wall Elements Below; Wall Elements Above; Wall Element Outline Only; Column Elements Below; Column Elements Above; Slab Elements; Slab Element Outline Only; Scale = 1:250 240022 FOUNDATION.cpt - 12/31/2024 Design Status: Longitude Status Plan Design Status: Longitude Status Plan - 90 184 of 427 #5@18T 1 #7 T. 3 #7 T. 1 #7 T. 2 #7 T. 1 #7 T. 5 #7 T. 5 #7 T. 3 #7 T. 3 #7 T. 1 #7 T. 2 #7 T. 5 #7 T. 2 #7 T. 6 #7 T. 4 #7 T.1 #7 T. 4 #7 T. 1 #7 T.2 #7 T. 5 #7 T. 3 #7 T. 1 #7 T. 5 #7 T. 1 #7 T. 1 #7 T. 1 #7 T. 3 #7 T. 1 #7 T. 3 #7 T. 1 #7 T.2 #7 T. 1 #7 T. 1 #7 T.4 #7 T. 1 #7 T. 5 #7 T. 3 #7 T. 3 #7 T. 4 #7 T. 3 #7 T. 5 #7 T. 2 #7 T. 4 #7 T. 2 #7 T. 1 #7 T. 4 #7 T. 3 #7 T. 1 #7 T. 3 #7 T. 1 #7 T. 1 #7 T. 2 #7 T. 2 #7 T. 1 #7 T. 2 #7 T. 1 #7 T. 2 #7 T. 5 #7 T. 2 #7 T. 6 #7 T.1 #7 T. 4 #7 T.1 #7 T. 4 #7 T. 1 #7 T. 3 #7 T. 1 #7 T. 3 #7 T. 2 #7 T. 2 #7 T. 5 #7 T. 2 #7 T. 4 #7 T.1 #7 T. 3 #7 T. 1 #7 T. 2 #7 T. 3 #7 T. 3 #7 T. 1 #7 T. 5 #7 T. 2 #7 T. 1 #7 T.2 #7 T. 1 #7 T.2 #7 T. 2 #7 T. 1 #7 T. 2 #7 T. 1 #7 T. 1 #7 T. 1 #7 T. 1 #7 T. 1 #7 T. 1 #7 T. 1 #7 T. 2 #7 T. 1 #7 T. 1 #7 T.2 #7 T. 1 #7 T. 1 #7 T. 1 #7 T. 1 #7 T. 1 #7 T. 2 #7 T. 1 #7 T. 1 #7 T. 2 #7 T. Design Status: User Lines; User Notes; User Dimensions; Longitude Span Designs; Span Design Top Bars; Span Design Bar Descriptions; Longitude DS Designs; DS Design Top Bars; Drawing Import: User Lines; User Notes; User Dimensions; Element: Wall Elements Below; Wall Elements Above; Wall Element Outline Only; Column Elements Below; Column Elements Above; Slab Elements; Slab Element Outline Only; Reinforcement: Top Face Concentrated Reinf.; Both Faces Concentrated Reinf.; Auto Face Concentrated Reinf.; Concentrated Reinf. Descriptions; Top Face Distributed Reinf.; Both Faces Distributed Reinf.; Auto Face Distributed Reinf.; Distributed Reinf. Descriptions; Longitude User Concentrated Reinf.; Longitude User Distributed Reinf.; Scale = 1:250 240022 FOUNDATION.cpt - 12/31/2024 Design Status: Longitude Top Reinforcement Plan Design Status: Longitude Top Reinforcement Plan - 91 185 of 427 #5@18B 4 #7 B. 4 #7 B. 3 #7 B. 3 #7 B. 5 #7 B. 2 #7 B. 8 #7 B. 21 #7 B. 3 #7 B. 2 #7 B. 3 #7 B. 3 #7 B. 21 #7 B. 8 #7 B. 2 #7 B. 2 #7 B. 4 #7 B.5 #7 B. 8 #7 B.8 #7 B. 3 #7 B.3 #7 B. 8 #7 B. 5 #7 B. 6 #7 B. 3 #7 B. 3 #7 B. 2 #7 B. 3 #7 B. 3 #7 B. 4 #7 B. 4 #7 B. 3 #7 B. 1 #7 B. 2 #7 B. 6 #7 B. 1 #7 B. 1 #7 B. 5 #7 B. 17 #7 B. 3 #7 B. 3 #7 B. 1 #7 B.3 #7 B. 17 #7 B.7 #7 B. 4 #7 B. 5 #7 B. 2 #7 B. 2 #7 B. 1 #7 B. 2 #7 B. 3 #7 B. 2 #7 B. 2 #7 B. 2 #7 B.4 #7 B. 5 #7 B. 7 #7 B. 2 #7 B.3 #7 B. 4 #7 B. 3 #7 B. 5 #7 B. 2 #7 B. 2 #7 B. 3 #7 B. 3 #7 B. 5 #7 B. 18 #7 B. 2 #7 B. 2 #7 B. 4 #7 B.5 #7 B. 18 #7 B.8 #7 B. 2 #7 B.4 #7 B. 2 #7 B. 4 #7 B. 1 #7 B. 2 #7 B. 3 #7 B. 5 #7 B. 2 #7 B. 2 #7 B. 5 #7 B.4 #7 B. 3 #7 B.3 #7 B. 2 #7 B. 3 #7 B. 3 #7 B. 6 #7 B. 4 #7 B.6 #7 B. 3 #7 B. 2 #7 B. 3 #7 B. 2 #7 B. 2 #7 B. 2 #7 B. 2 #7 B. 2 #7 B.1 #7 B. 1 #7 B.2 #7 B. 2 #7 B. 2 #7 B. 2 #7 B. 1 #7 B. 2 #7 B. 1 #7 B. 1 #7 B. 3 #7 B. 3 #7 B. 1 #7 B. 1 #7 B.2 #7 B. 1 #7 B. 1 #7 B. 2 #7 B.1 #7 B. 1 #7 B. 1 #7 B. 1 #7 B.1 #7 B. 1 #7 B. 2 #7 B.2 #7 B. 2 #7 B.2 #7 B. Design Status: User Lines; User Notes; User Dimensions; Longitude Span Designs; Span Design Bottom Bars; Span Design Bar Descriptions; Longitude DS Designs; DS Design Bottom Bars; Drawing Import: User Lines; User Notes; User Dimensions; Element: Wall Elements Below; Wall Elements Above; Wall Element Outline Only; Column Elements Below; Column Elements Above; Slab Elements; Slab Element Outline Only; Reinforcement: Bottom Face Concentrated Reinf.; Both Faces Concentrated Reinf.; Auto Face Concentrated Reinf.; Concentrated Reinf. Descriptions; Bottom Face Distributed Reinf.; Both Faces Distributed Reinf.; Auto Face Distributed Reinf.; Distributed Reinf. Descriptions; Longitude User Concentrated Reinf.; Longitude User Distributed Reinf.; Scale = 1:250 240022 FOUNDATION.cpt - 12/31/2024 Design Status: Longitude Bottom Reinforcement Plan Design Status: Longitude Bottom Reinforcement Plan - 92 186 of 427 2 #4 @ 3.83 2 #4 @ 3.29 2 #4 @ 3.83 2 #4 @ 3.84 2 #4 @ 2.8 2 #4 @ 2.91 Design Status: User Lines; User Notes; User Dimensions; Longitude Span Designs; Span Design Shear Bars; Span Design Bar Descriptions; Longitude DS Designs; DS Design Shear Bars; Drawing Import: User Lines; User Notes; User Dimensions; Element: Wall Elements Below; Wall Elements Above; Wall Element Outline Only; Column Elements Below; Column Elements Above; Slab Elements; Slab Element Outline Only; Scale = 1:250 240022 FOUNDATION.cpt - 12/31/2024 Design Status: Longitude Shear Reinforcement Plan Design Status: Longitude Shear Reinforcement Plan - 93 187 of 427 Concrete Costs Materials: 100 per yd³ x 554.7 yd³ = 55470 Labor: 50 per yd³ x 554.7 yd³ = 27740 Total: 150 per yd³ x 554.7 yd³ = 83210 Post-Tensioning Costs Materials: 1 per pounds x 0 pounds = 0 Labor: 0.5 per pounds x 0 pounds = 0 Total: 1.5 per pounds x 0 pounds = 0 Formwork Costs Materials: 1 per ft² x 8972 ft² = 8972 Labor: 1 per ft² x 8972 ft² = 8972 Total: 2 per ft² x 8972 ft² = 17940 Mild Steel Reinforcing Costs Materials: 1000 per tons x 31.7 tons = 31700 Labor: 500 per tons x 31.7 tons = 15850 Total: 1500 per tons x 31.7 tons = 47540 SSR Costs Materials: 2 per stud x 0 studs = 0 Labor: 1 per stud x 0 studs = 0 Total: 3 per stud x 0 studs = 0 240022 FOUNDATION.cpt - 12/31/2024 Estimate Estimate - 125 188 of 427 SSR Costs Total Costs Materials: 10.72 per ft² x 8972 ft² = 96140 Labor: 5.858 per ft² x 8972 ft² = 52560 Total: 16.57 per ft² x 8972 ft² = 148700 240022 FOUNDATION.cpt - 12/31/2024 Estimate (2) Estimate - 126 189 of 427 PODIUM SLAB CALCULATION 240022 PODIUM SLAB.cpt 12/22/2024 RAM Concept © 2019 Bentley Systems, Inc. RAM Concept™ is a trademark of Bentley Systems 8.0 190 of 427 Dong Engineering Inc. 22 UNITS RESIDENCE, 30,582 SF GROSS BUILDING AREA Job#: 322 N.HARBOR BLVD, SANTA ANA, CA 92703 Date: Floor Corridor Community Floor Corridor Community ROOF:Total Load Over Podium Slab Dead Load 15.00 psf DL LL LL Reduced Live Load 20.00 psf (psf) (psf) (psf) FLOOR:Roof 15.00 20.00 16.00 Dead Load 20.50 psf Partitions (3)45.00 Live Load 40.00 psf 4th Floor 20.50 40.00 32.00 DECK:3rd Floor 20.50 40.00 32.00 Dead Load 20.50 psf 2nd Floor 20.50 40.00 32.00 Live Load 100.00 psf Super DL 7.00 CORRIDOR Community 20.50 100.00 100.00 Dead Load 20.50 psf Deck 20.50 100.00 80.00 Live Load 100.00 psf Podium Slab 125.00 COMMUNITY AREA:Reducible 20% Dead Load 20.50 psf Total @: Live Load 100.00 psf Deck 20.50 100.00 EXT. WALL Corridor 128.50 316.00 Dead Load 15.00 psf Residential 128.50 112.00 Live Load 0.00 psf Community 128.50 180.00 INT. WALL Dead Load 10.00 psf Live Load 0.00 psf Calculation of seismic mass for use in ETABS seismic force generation Member DL (psf) Building 253.50 Outside 34 Total Podium Notes: Wall weights are automatically calculated by ETABS Mass / Area = DL X Area / (Area X 32.2) where 32.2 is the acceleration due to gravity, g (No Reduced) 240022 06/12/2024 Member 100 100 100 Live Load (psf) 20 1304 20.5+15 20.5+15 40 20.5+153rd Floor 2nd Floor 20.5+15 20.5+15 Podium Area (sf)Mass (lb-s2/ft) 6748 53124.78 LOADING CONDITIONS @ PODIUM SLAB 20.5+15 Dead Load (psf) 4th Floor Roof 15 20.5+15 20.5+15 20.5+15 100 1376.89 40 100 40 100 Total Mass/Area 8052 54501.68 6.77 100.00 (No Reduced) 191 of 427 CO M M U N I T Y , 3 R D / 4 T H R E S I D E N T I A L A R E A A N D R O O F DL = 1 4 8 P S F ; L L = 2 0 0 P S F ; L L ( R E D U C E D ) = 1 6 0 P S F DE C K A R E A DL = 2 7 P S F ; L L = 1 0 0 P S F 2N D / 3 R D / 4 T H C I R C U L A T I O N A R E A A N D R O O F DL = 1 4 8 P S F ; L L = 3 2 0 P S F ; L L ( R E D U C E D ) = 2 5 6 P S F RE S I D E N T I A L / P R I V A T E D E C K A R E A A N D R O O F DL = 1 4 8 P S F ; L L = 1 4 0 P S F ; L L ( R E D U C E D ) = 1 1 2 P S F LO A D I N G M A P CO M M U N I T Y , 3 R D / 4 T H R E S I D E N T I A L A R E A A N D R O O F DL = 1 2 8 P S F ; L L = 2 0 0 P S F ; L L ( R E D U C E D ) = 1 6 0 P S F DE C K A R E A DL = 2 0 . 5 P S F ; L L = 1 0 0 P S F 2N D / 3 R D / 4 T H C I R C U L A T I O N A R E A A N D R O O F DL = 1 2 8 P S F ; L L = 3 2 0 P S F ; L L ( R E D U C E D ) = 2 5 6 P S F RE S I D E N T I A L / P R I V A T E D E C K A R E A A N D R O O F DL = 1 2 8 P S F ; L L = 1 4 0 P S F ; L L ( R E D U C E D ) = 1 1 2 P S F 192 of 427 Units ...............................................................................................................................................................................................................5 Si ns ............................................................................................................................................................................................................... 6 Materials .........................................................................................................................................................................................................7 Loadin s .......................................................................................................................................................................................................... 8 Load Combinations ........................................................................................................................................................................................... 9 Desi n Rules .................................................................................................................................................................................................... 12 Detailin Rules ................................................................................................................................................................................................. 13 Load History ....................................................................................................................................................................................................14 endon Parameters Groups ..............................................................................................................................................................................15 Element: Standard Plan .................................................................................................................................................................................... 16 Element: Slab Summary Plan ............................................................................................................................................................................ 17 Element: Supports Below Slab Summary Plan ....................................................................................................................................................18 Element: Supports Above Slab Summary Plan .................................................................................................................................................... 19 Other Dead Loadin : All Loads Plan ................................................................................................................................................................... 20 Live (Unreducible) Loadin : All Loads Plan ......................................................................................................................................................... 21 Service LC: D + L: Max Deflection Plan .............................................................................................................................................................. 22 Service LC: D + L: Min Deflection Plan ..............................................................................................................................................................23 Service LC: D + Lr: Max Deflection Plan ............................................................................................................................................................24 Service LC: D + Lr: Min Deflection Plan .............................................................................................................................................................25 Service LC: D + S: Max Deflection Plan .............................................................................................................................................................26 Service LC: D + S: Min Deflection Plan ..............................................................................................................................................................27 Service LC: D + 0.75L + 0.75Lr: Max Deflection Plan .........................................................................................................................................28 Service LC: D + 0.75L + 0.75Lr: Min Deflection Plan .......................................................................................................................................... 29 Service LC: D + 0.75L + 0.75S: Max Deflection Plan ..........................................................................................................................................30 Service LC: D + 0.75L + 0.75S: Min Deflection Plan ........................................................................................................................................... 31 Factored LC: 1.4D: Max Mx Plan .......................................................................................................................................................................32 Factored LC: 1.4D: Min Mx Plan ........................................................................................................................................................................ 33 Factored LC: 1.4D: Max My Plan .......................................................................................................................................................................34 Factored LC: 1.4D: Min My Plan ........................................................................................................................................................................ 35 Factored LC: 1.4D: Std Reactions Plan ............................................................................................................................................................... 36 Factored LC: 1.4D: Max Reactions Plan .............................................................................................................................................................37 Factored LC: 1.4D: Min Reactions Plan ..............................................................................................................................................................38 Factored LC: 1.2D + 1.6L + 0.5Lr: Max Mx Plan ................................................................................................................................................39 Factored LC: 1.2D + 1.6L + 0.5Lr: Min Mx Plan .................................................................................................................................................40 Factored LC: 1.2D + 1.6L + 0.5Lr: Max My Plan ................................................................................................................................................41 Factored LC: 1.2D + 1.6L + 0.5Lr: Min My Plan .................................................................................................................................................42 Factored LC: 1.2D + 1.6L + 0.5Lr: Std Reactions Plan ........................................................................................................................................ 43 Factored LC: 1.2D + 1.6L + 0.5Lr: Max Reactions Plan ....................................................................................................................................... 44 Factored LC: 1.2D + 1.6L + 0.5Lr: Min Reactions Plan .......................................................................................................................................45 Factored LC: 1.2D + f1L + 1.6Lr: Max Mx Plan ..................................................................................................................................................46 Factored LC: 1.2D + f1L + 1.6Lr: Min Mx Plan ................................................................................................................................................... 47 Factored LC: 1.2D + f1L + 1.6Lr: Max My Plan ..................................................................................................................................................48 Factored LC: 1.2D + f1L + 1.6Lr: Min My Plan ................................................................................................................................................... 49 Factored LC: 1.2D + f1L + 1.6Lr: Std Reactions Plan .......................................................................................................................................... 50 Factored LC: 1.2D + f1L + 1.6Lr: Max Reactions Plan ........................................................................................................................................51 Factored LC: 1.2D + f1L + 1.6Lr: Min Reactions Plan .........................................................................................................................................52 Factored LC: 1.2D + 1.6L + 0.5S: Max Mx Plan .................................................................................................................................................53 PODIUM SLAB CALCULATION - 240022 PODIUM SLAB.cpt - 12/22/2024 Table of Contents Table of Contents - 2 193 of 427 Factored LC: 1.2D + 1.6L + 0.5S: Min Mx Plan ..................................................................................................................................................54 Factored LC: 1.2D + 1.6L + 0.5S: Max My Plan .................................................................................................................................................55 Factored LC: 1.2D + 1.6L + 0.5S: Min My Plan ..................................................................................................................................................56 Factored LC: 1.2D + 1.6L + 0.5S: Std Reactions Plan ......................................................................................................................................... 57 Factored LC: 1.2D + 1.6L + 0.5S: Max Reactions Plan ........................................................................................................................................ 58 Factored LC: 1.2D + 1.6L + 0.5S: Min Reactions Plan ........................................................................................................................................59 Factored LC: 1.2D + f1L + 1.6S: Max Mx Plan ...................................................................................................................................................60 Factored LC: 1.2D + f1L + 1.6S: Min Mx Plan .................................................................................................................................................... 61 Factored LC: 1.2D + f1L + 1.6S: Max My Plan ...................................................................................................................................................62 Factored LC: 1.2D + f1L + 1.6S: Min My Plan .................................................................................................................................................... 63 Factored LC: 1.2D + f1L + 1.6S: Std Reactions Plan ........................................................................................................................................... 64 Factored LC: 1.2D + f1L + 1.6S: Max Reactions Plan .........................................................................................................................................65 Factored LC: 1.2D + f1L + 1.6S: Min Reactions Plan ..........................................................................................................................................66 LC for Desi n Column: Live (Unreducible) Loadin : Max Reactions Plan ............................................................................................................... 67 LC for Desi n Column: Live (Unreducible) Loadin : Min Reactions Plan ...............................................................................................................68 LC for Desi n Column: All Dead Loadin : Max Reactions Plan .............................................................................................................................69 LC for Desi n Column: All Dead Loadin : Min Reactions Plan .............................................................................................................................. 70 Desi n Strip: Latitude Desi n Spans Plan ........................................................................................................................................................... 71 Desi n Strip: Lon itude Desi n Spans Plan ........................................................................................................................................................ 72 Desi n Strip: Punchin Checks Plan ................................................................................................................................................................... 73 Reinforcement: Top Bars Plan ........................................................................................................................................................................... 74 Reinforcement: Bottom Bars Plan ...................................................................................................................................................................... 75 Reinforcement: Shear Bars Plan ........................................................................................................................................................................ 76 Reinforcement: SSR Plan .................................................................................................................................................................................. 77 Reinforcement: Individual Top Bars Plan ...........................................................................................................................................................78 Reinforcement: Individual Bottom Bars Plan ......................................................................................................................................................79 Latitude Tendon Parameters: Standard Plan ......................................................................................................................................................80 Manual Latitude Tendon: Standard Plan ............................................................................................................................................................81 Lon itude Tendon Parameters: Standard Plan .................................................................................................................................................... 82 Manual Lon itude Tendon: Standard Plan .......................................................................................................................................................... 83 Maximum Short Term Load: Std Deflection Plan ................................................................................................................................................. 84 Sustained Load: Std Deflection Plan ..................................................................................................................................................................85 Final Instantaneous Load: Std Deflection Plan .................................................................................................................................................... 86 Additional Mass Loadin : All Loads Plan ............................................................................................................................................................. 87 Vibration Analysis: Excitation Areas Plan ............................................................................................................................................................ 88 Vibration Analysis: Max RMS Velocity Plan .........................................................................................................................................................89 Vibration Analysis: Max RMS Acceleration Plan ................................................................................................................................................... 90 Vibration Analysis: Max Response Factor Plan .................................................................................................................................................... 91 Desi n Status: Punchin Shear Status Plan ........................................................................................................................................................ 92 Desi n Status: Latitude Status Plan ................................................................................................................................................................... 93 Desi n Status: Latitude Top Reinforcement Plan ................................................................................................................................................94 Desi n Status: Latitude Bottom Reinforcement Plan ...........................................................................................................................................95 Desi n Status: Latitude Shear Reinforcement Plan .............................................................................................................................................96 Desi n Status: Lon itude Status Plan ................................................................................................................................................................97 Desi n Status: Lon itude Top Reinforcement Plan .............................................................................................................................................. 98 Desi n Status: Lon itude Bottom Reinforcement Plan ......................................................................................................................................... 99 Desi n Status: Lon itude Shear Reinforcement Plan ........................................................................................................................................... 100 PODIUM SLAB CALCULATION - 240022 PODIUM SLAB.cpt - 12/22/2024 Table of Contents (2) Table of Contents - 3 194 of 427 Calc Lo .......................................................................................................................................................................................................... 101 Estimate .......................................................................................................................................................................................................... 111 PODIUM SLAB CALCULATION - 240022 PODIUM SLAB.cpt - 12/22/2024 Table of Contents (3) Table of Contents - 4 195 of 427 Geometry Unit Plan Dimensions: feet Slab Thickness: inches Support Dimensions: inches Angles: degrees Elevations: inches Support Height: feet Loadin and Reaction Uni Point Force: Kips Line Force: kips/ft Area Force: psf - Report As Zero: 0 Kips - Report As Zero: 0 kips/ft - Report As Zero: 0 psf Point Moment: kip-ft Line Moment: Kips Area Moment: #/foot - Report As Zero: 0 kip-ft - Report As Zero: 0 Kips - Report As Zero: 0 #/foot Sprin and Stiffness Uni Point Force Spring: kips/in Line Force Spring: ksi Area Force Spring: pci Point Moment Spring: k-ft/° Line Moment Spring: k/° Area Moment Spring: k/ft° Slab Analysis Unit Force: Kips Moment: kip-ft Concrete Stress: psi - Report As Zero: 0 Kips - Report As Zero: 0 kip-ft - Report As Zero: 0 psi Force Per Width: kips/ft Moment Per Width: Kips Deflection: inches - Report As Zero: 0 kips/ft - Report As Zero: 0 Kips - Report As Zero: 0 inches Materials Unit Concrete Volume: yd³ Reinforcing Area: in² Reinforcement Weight: tons Tendon Force: Kips Tendon Force Per Width: kips/ft Tendon Profile: inches Reinforcing Stress: ksi PT Weight: pounds Cover: inches Miscellaneous Uni Floor Area: ft² Density: pcf Elongations: inches Tendon Angles (for friction): radians PODIUM SLAB CALCULATION - 240022 PODIUM SLAB.cpt - 12/22/2024 Units Units - 5 196 of 427 Positive Loads Positive Analysis Positive Reactions PODIUM SLAB CALCULATION - 240022 PODIUM SLAB.cpt - 12/22/2024 Signs Signs - 6 197 of 427 Concrete Mix Mix Name Density (pcf) Density For Loads (pcf) f'ci (psi) f'c (psi) fcui (psi) fcu (psi) Poissons Ratio Ec Calc User Eci (psi) User E (psi) 3000 psi 150 150 3000 3000 3725 3725 0.2 Code 2500000 3000000 4000 psi 150 150 3000 4000 3725 4975 0.2 Code 2500000 3000000 5000 psi 150 150 3000 5000 3725 6399 0.2 Code 2500000 3000000 6000 psi 150 150 3000 6000 3725 7450 0.2 Code 2500000 3000000 PT Systems System Name Type Aps (in²) Eps (ksi) fse (ksi) fpy (ksi) fpu (ksi) Duct Width (inches) Strands Per Duct Min Radiu (feet) 0.6" Unbonded unbonded 0.217 28000 175 243 270 0.6 1 8 PT Stressing Parameters System Name Jacking Stress (ksi) Seating Loss (inches) Anchor Friction Wobble Friction (1/feet) Angular Friction (1/radians) Long-Term Losses (ksi) 0.6" Unbonded 216 0.25 0 0.0014 0.07 22 Reinforcing Bars Bar Name As (in²) Es (ksi) Fy (ksi) Coating Straight Ld/Db 90 Hook Ld/Db 180 Hook Ld/Db #3 0.11 29000 60 None Code Code Code #4 0.2 29000 60 None Code Code Code #5 0.31 29000 60 None Code Code Code #6 0.44 29000 60 None Code Code Code #7 0.6 29000 60 None Code Code Code #8 0.79 29000 60 None Code Code Code #9 1 29000 60 None Code Code Code #10 1.27 29000 60 None Code Code Code #11 1.56 29000 60 None Code Code Code SSR Systems SSR System Name Stud Are (in²) Head Are (in²) Min Clear Head Spacing (inches) Specified Stud Spacing (inches) Fy (ksi) Stud Spacin Roundin Increment (inches) Min Stud Per Rail Syste Type 3/8" SSR 0.11 1.11 0.5 None 50 0.25 2 Rail Ancon Shearfix Auto-Size0.1217 1.096 0.5906 None 72.52 0.03937 2 Rail Ancon Shearfix 10 mm0.1217 1.096 0.5906 None 72.52 0.03937 2 Rail Ancon Shearfix 12 mm0.1753 1.578 0.5906 None 72.52 0.03937 2 Rail Ancon Shearfix 14 mm0.2386 2.147 0.5906 None 72.52 0.03937 2 Rail Ancon Shearfix 16 mm0.3116 2.805 0.5906 None 72.52 0.03937 2 Rail Ancon Shearfix 20 mm0.4869 4.383 0.5906 None 72.52 0.03937 2 Rail Ancon Shearfix 24 mm0.7012 6.311 0.5906 None 72.52 0.03937 2 Rail PODIUM SLAB CALCULATION - 240022 PODIUM SLAB.cpt - 12/22/2024 Materials Materials - 7 198 of 427 Loadin Nam Type Analysis On-Pattern Factor Off-Pattern Factor Self-Dead Loading Self-Weight Normal 1 1 Balance Loading Balance Normal 1 1 Hyperstatic Loading Hyperstatic Hyperstatic 1 1 Other Dead Loading Dead Normal 1 1 Live (Unreducible) Loading Live (Unreducible) Normal 1 0 PODIUM SLAB CALCULATION - 240022 PODIUM SLAB.cpt - 12/22/2024 Loadings Loadings - 8 199 of 427 All Dead LC Active Design Criteria: <none> Analysis: Linear Loadin Standard Factor Alt. Envelope Factor Self-Dead Loading 1 1 Other Dead Loading 1 1 Dead + Balance LC Active Design Criteria: <none> Analysis: Linear Loading Standard Factor Alt. Envelope Factor Self-Dead Loading 1 1 Balance Loading 1 1 Other Dead Loading 1 1 Initial Service LC Active Design Criteria: Initial Service Design Analysis: Linear Loading Standard Factor Alt. Envelope Factor Self-Dead Loading 1 1 Balance Loading 1.13 1.13 Service LC: D + L Active Design Criteria: User Minimum Design, Code Minimum Design, Service Design Analysis: Linear Loading Standard Factor Alt. Envelope Factor Self-Dead Loading 1 1 Balance Loading 1 1 Other Dead Loading 1 1 Live (Unreducible) Loading 1 0 Service LC: D + Lr Active Design Criteria: User Minimum Design, Code Minimum Design, Service Design Analysis: Linear Loadin Standard Factor Alt. Envelope Factor Self-Dead Loading 1 1 Balance Loading 1 1 Other Dead Loading 1 1 Service LC: D + S Active Design Criteria: User Minimum Design, Code Minimum Design, Service Design Analysis: Linear Loadin Standard Factor Alt. Envelope Factor Self-Dead Loading 1 1 Balance Loading 1 1 Other Dead Loading 1 1 PODIUM SLAB CALCULATION - 240022 PODIUM SLAB.cpt - 12/22/2024 Load Combinations Load Combinations - 9 200 of 427 Service LC: D + 0.75L + 0.75Lr Active Design Criteria: User Minimum Design, Code Minimum Design, Service Design Analysis: Linear Loading Standard Factor Alt. Envelope Factor Self-Dead Loading 1 1 Balance Loading 1 1 Other Dead Loading 1 1 Live (Unreducible) Loading 0.75 0 Service LC: D + 0.75L + 0.75S Active Design Criteria: User Minimum Design, Code Minimum Design, Service Design Analysis: Linear Loading Standard Factor Alt. Envelope Factor Self-Dead Loading 1 1 Balance Loading 1 1 Other Dead Loading 1 1 Live (Unreducible) Loading 0.75 0 Sustained Service LC Active Design Criteria: Sustained Service Design Analysis: Linear Loading Standard Factor Alt. Envelope Factor Self-Dead Loading 1 1 Balance Loading 1 1 Other Dead Loading 1 1 Live (Unreducible) Loading 0.5 0.5 Factored LC: 1.4D Active Design Criteria: User Minimum Design, Code Minimum Design, Strength Design, Ductility Design Analysis: Linear Loadin Standard Factor Alt. Envelope Factor Self-Dead Loading 1.4 0.9 Hyperstatic Loading 1 1 Other Dead Loading 1.4 0.9 Factored LC: 1.2D + 1.6L + 0.5Lr Active Design Criteria: User Minimum Design, Code Minimum Design, Strength Design, Ductility Design Analysis: Linear Loadin Standard Factor Alt. Envelope Factor Self-Dead Loading 1.2 0.9 Hyperstatic Loading 1 1 Other Dead Loading 1.2 0.9 Live (Unreducible) Loading 1.6 0 PODIUM SLAB CALCULATION - 240022 PODIUM SLAB.cpt - 12/22/2024 Load Combinations (2) Load Combinations - 10 201 of 427 Factored LC: 1.2D + f1L + 1.6Lr Active Design Criteria: User Minimum Design, Code Minimum Design, Strength Design, Ductility Design Analysis: Linear Loadin Standard Factor Alt. Envelope Factor Self-Dead Loading 1.2 0.9 Hyperstatic Loading 1 1 Other Dead Loading 1.2 0.9 Live (Unreducible) Loading 1 0 Factored LC: 1.2D + 1.6L + 0.5S Active Design Criteria: User Minimum Design, Code Minimum Design, Strength Design, Ductility Design Analysis: Linear Loading Standard Factor Alt. Envelope Factor Self-Dead Loading 1.2 0.9 Hyperstatic Loading 1 1 Other Dead Loading 1.2 0.9 Live (Unreducible) Loading 1.6 0 Factored LC: 1.2D + f1L + 1.6S Active Design Criteria: User Minimum Design, Code Minimum Design, Strength Design, Ductility Design Analysis: Linear Loading Standard Factor Alt. Envelope Factor Self-Dead Loading 1.2 0.9 Hyperstatic Loading 1 1 Other Dead Loading 1.2 0.9 Live (Unreducible) Loading 1 0 LC for Design Column: Live (Unreducible) Loading Active Design Criteria: <none> Analysis: Linear Loadin Standard Factor Alt. Envelope Factor Live (Unreducible) Loading 1 1 LC for Design Column: All Dead Loading Active Design Criteria: <none> Analysis: Linear Loadin Standard Factor Alt. Envelope Factor Self-Dead Loading 1 1 Other Dead Loading 1 1 PODIUM SLAB CALCULATION - 240022 PODIUM SLAB.cpt - 12/22/2024 Load Combinations (3) Load Combinations - 11 202 of 427 Code Minimum Desi 318-14 Min. Reinforcement User Minimum Desi Specified Min. Reinforcement Initial Service Desi 318-14 Initial Service Design Service Desi 318-14 Service Design Include detailed section analysis Sustained Service Desi 318-14 Sustained Service Design Stren th Desi 318-14 Strength Design Punching Shear Design Ductility Desi 318-14 Ductility Design PODIUM SLAB CALCULATION - 240022 PODIUM SLAB.cpt - 12/22/2024 Design Rules Design Rules - 12 203 of 427 Custom Span Detailing Rules A,B,C A,B,C D,E,F R1 × max(La,Lb)R1 × max(La,Lb)*R1 × max(Lb,5Lc)*R1 × max(Lb,5Lc) R2 × La R2 × Lb R2 × Lb La Lb Lc Rule Name A Fraction A R1 B Fraction B R1 C Fraction C R1 D Fraction D R2 E Fraction E R2 F Fraction F R2 None 0 0 0 0 0 0 0 0 0 0 0 0 "A", "B" and "C", are support reinforcement sets, based on the peak reinforcement in the support zone. "D", "E" and "F", are span reinforcement sets, based on the peak reinforcement in the span zone. "*R1" is never taken as greater than 0.2 when multiplied by Lc (or Lcc). "Fraction" is the ratio of set reinforcement to peak reinforcement. It is always in the 0.0 to 1.0 range. PODIUM SLAB CALCULATION - 240022 PODIUM SLAB.cpt - 12/22/2024 Detailing Rules Detailing Rules - 13 204 of 427 Load History Step Name Load Combination Duration (days) Total Age (days) Maximum Short Term Load Service LC: D + L 30 33 Sustained Load Sustained Service LC 5000 5033 Final Instantaneous Load Service LC: D + L 0 5033 PODIUM SLAB CALCULATION - 240022 PODIUM SLAB.cpt - 12/22/2024 Load History Load History - 14 205 of 427 Banded Tendon Polyline Groups Grou Name PT System I.P. Ratio Eff. Force (Kips) Number of Strands Optimize Min Force (Kips) Max Force (Kips) Force Incr. (Kips) Min Strands Max Strands Strand Increment Distributed Tendon Quadrilateral Groups Group Name PT System I.P. Ratio Spacing (feet) Eff. Force (kips/ft) # Strands (1/feet) Optimize Min Force (kips/ft) Max Force (kips/ft) Force Incr. (kips/ft) Min Strand (1/feet) Max Stran (1/feet) Strands I (1/feet) Profile Polyline Groups Group Name Elevation Reference Elevation (inches) Optimize Min Elevation (inches) Max Elevation (inches) Elevation Incr. (inches) PODIUM SLAB CALCULATION - 240022 PODIUM SLAB.cpt - 12/22/2024 Tendon Parameters Groups Tendon Parameters Groups - 15 206 of 427 Element: Wall Elements Above; Wall Elements Below; Column Elements Above; Column Elements Below; Point Supports; Point Support Icons; Line Supports; Line Support Icons; Slab Elements; Point Springs; Point Spring Icons; Line Springs; Line Spring Icons; Area Springs; Area Drawing Import: User Lines; User Notes; User Dimensions; Scale = 1:250 PODIUM SLAB CALCULATION - 240022 PODIUM SLAB.cpt - 12/22/2024 Element: Standard Plan Element: Standard Plan - 16 207 of 427 t=12 TOC=0 4000 psi t=12 TOC=0 4000 psi t=12 TOC=0 4000 psi t=12 TOC=0 4000 psi t=12 TOC=0 4000 psi t=12 TOC=0 4000 psi t=12 TOC=0 4000 psi t=12 TOC=0 4000 psi t=12 TOC=0 4000 psi t=12 TOC=0 4000 psi t=12 TOC=0 4000 psi t=12 TOC=0 4000 psi t=12 TOC=0 4000 psi t=12 TOC=0 4000 psi t=12 TOC=0 4000 psi t=12 TOC=0 4000 psi t=12 TOC=0 4000 psi t=12 TOC=0 4000 psi t=12 TOC=0 4000 psi t=12 TOC=0 4000 psi t=12 TOC=0 4000 psi t=12 TOC=0 4000 psi t=12 TOC=0 4000 psi t=12 TOC=0 4000 psi t=12 TOC=0 4000 psi t=12 TOC=0 4000 psi t=12 TOC=0 4000 psi t=12 TOC=0 4000 psi t=12 TOC=0 4000 psi t=12 TOC=0 4000 psi t=12 TOC=0 4000 psit=12 TOC=0 4000 psi t=12 TOC=0 4000 psi t=24 TOC=0 4000 psi t=18 TOC=0 4000 psi t=12 TOC=0 4000 psi t=12 TOC=0 4000 psi t=24 TOC=0 4000 psi t=12 TOC=0 4000 psi t=12 TOC=0 4000 psi t=12 TOC=0 4000 psi t=12 TOC=0 4000 psi t=12 TOC=0 4000 psi t=12 TOC=0 4000 psi t=12 TOC=0 4000 psi t=12 TOC=0 4000 psi t=22 TOC=0 4000 psi t=22 TOC=0 4000 psi t=12 TOC=0 4000 psi t=22 TOC=0 4000 psi t=12 TOC=0 4000 psi t=12 TOC=0 4000 psi t=12 TOC=0 4000 psi t=12 TOC=0 4000 psi t=12 TOC=0 4000 psi t=12 TOC=0 4000 psi t=12 TOC=0 4000 psi t=12 TOC=0 4000 psi t=12 TOC=0 4000 psi t=22 TOC=0 4000 psi t=22 TOC=0 4000 psi t=18 TOC=0 4000 psi t=12 TOC=0 4000 psi t=12 TOC=0 4000 psit=12 TOC=0 4000 psi t=12 TOC=0 4000 psi t=12 TOC=0 4000 psi t=12 TOC=0 4000 psi t=12 TOC=0 4000 psi t=12 TOC=0 4000 psi t=12 TOC=0 4000 psi t=12 TOC=0 4000 psi t=12 TOC=0 4000 psi t=12 TOC=0 4000 psi t=18 TOC=0 4000 psi t=12 TOC=0 4000 psi t=12 TOC=0 4000 psi t=12 TOC=0 4000 psi t=12 TOC=0 4000 psi t=12 TOC=0 4000 psi t=12 TOC=0 4000 psi t=12 TOC=0 4000 psi t=12 TOC=0 4000 psi t=12 TOC=0 4000 psi Element: User Lines; User Notes; User Dimensions; Wall Elements Below; Wall Elements Above; Column Elements Below; Column Elements Above; Point Springs; Point Spring Icons; Line Springs; Line Spring Icons; Slab Elements; Slab Element Outline Only; Slab Element Thickne Drawing Import: User Lines; User Notes; User Dimensions; Scale = 1:250 PODIUM SLAB CALCULATION - 240022 PODIUM SLAB.cpt - 12/22/2024 Element: Slab Summary Plan Element: Slab Summary Plan - 17 208 of 427 t=10 h=14 ix,Comp Slip 00 psi t=10 h=14 ix,Comp Slip 00 psi t=10 h=14 ix,Comp Slip 00 psi t=10 h=14 ix,Comp Slip 00 psi t=10 h=14 ix,Comp Slip 00 psi t=10 h=14 ix,Comp Slip 00 psi t=10 h=14 ix,Comp Slip 00 psi t=10 h=14 ix,Comp Slip 00 psi t=10 h=14 ix,Comp Slip 00 psi t=10 h=14 ix,Comp Slip 00 psi t=10 h=14 ix,Comp Slip 00 psi t=10 h=14 ix,Comp Slip 00 psi t=10 h=14 ix,Comp Slip 00 psi t=10 h=14 ix,Comp Slip 00 psi t=10 h=14 ix,Comp Slip 00 psi t=10 h=14 ix,Comp Slip 00 psi t=10 h=14 ix,Comp Slip 00 psi t=10 h=14 ix,Comp Slip 00 psi t=10 h=14 ix,Comp Slip 00 psi t=10 h=14 ix,Comp Slip 00 psi t=10 h=14 ix,Comp Slip 00 psi t=10 h=14 ix,Comp Slip 00 psi t=10 h=14 ix,Comp Slip 00 psi t=10 h=14 ix,Comp Slip 00 psi t=10 h=14 ix,Comp Slip 00 psi t=10 h=14 ix,Comp Slip 00 psi t=10 h=14 ix,Comp Slip 00 psi t=10 h=14 ix,Comp Slip 00 psi t=10 h=14 ix,Comp Slip 00 psi t=8 h=11 ,Pin,Comp Slip 000 psi t=10 h=14 ,Fix,Comp Slip 000 psi t=10 h=14 ,Fix,Comp Slip 4000 psit=8 h=11 Pin,Pin,Comp Slip 4000 psi t=10 h=14 Fix,Fix,Comp Slip 4000 psi t=10 h=14 Fix,Fix,Comp Slip 4000 psit=8 h=11 Pin,Pin,Comp Slip 4000 psi t=8 h=11 Pin,Pin,Comp Slip 4000 psi t=10 h=14 Fix,Fix,Comp Slip 4000 psit=8 h=11 Pin,Pin,Comp Slip 4000 psi t=10 h=14 Fix,Fix,Comp Slip 4000 psit=8 h=11 Pin,Pin,Comp Slip 4000 psi t=10 h=14 Fix,Fix,Comp Slip 4000 psi t=8 h=11 Pin,Pin,Comp Slip 4000 psi t=10 h=14 Fix,Fix,Comp Slip 4000 psi t=10 h=14 Fix,Fix,Comp Slip 4000 psi t=8 h=11 Pin,Pin,Comp Slip 4000 psi t=10 h=14 Fix,Fix,Comp Slip 4000 psit=8 h=11 Pin,Pin,Comp Slip 4000 psi t=8 h=11 Pin,Pin,Comp Slip 4000 psi t=10 h=14 Fix,Fix,Comp Slip 4000 psi t=10 h=14 Fix,Fix,Comp Slip 4000 psi t=10 h=14 Fix,Fix,Comp Slip 4000 psi t=10 h=14 Fix,Fix,Comp Slip 4000 psi t=10 h=14 Fix,Fix,Comp Slip 4000 psi t=10 h=14 Fix,Fix,Comp Slip 4000 psi t=10 h=14 Fix,Fix,Comp Slip 4000 psi t=10 h=14 Fix,Fix,Comp Slip 4000 psi t=10 h=14 Fix,Fix,Comp Slip 4000 psi t=10 h=14 Fix,Fix,Comp Slip 4000 psi t=10 h=14 Fix,Fix,Comp Slip 4000 psi t=10 h=14 Fix,Fix,Comp Slip 4000 psi t=10 h=14 Fix,Fix,Comp Slip 4000 psi t=10 h=14 Fix,Fix,Comp Slip 4000 psi t=10 h=14 Fix,Fix,Comp Slip 4000 psi t=10 h=14 Fix,Fix,Comp Slip 4000 psi t=10 h=14 Fix,Fix,Comp Slip 4000 psi t=10 h=14 Fix,Fix,Comp Slip 4000 psi t=10 h=14 Fix,Fix,Comp Slip 4000 psi t=10 h=14 Fix,Fix,Comp Slip 4000 psi t=10 h=14 Fix,Fix,Comp Slip 4000 psi t=10 h=14 Fix,Fix,Comp Slip 4000 psi t=10 h=14 Fix,Fix,Comp Slip 4000 psi t=10 h=14 Fix,Fix,Comp Slip 4000 psi t=10 h=14 Fix,Fix,Comp Slip 4000 psi t=8 h=14 Fix,Fix,Comp Slip 4000 psi t=10 h=14 Fix,Fix,Comp Slip 4000 psi t=8 h=14 Fix,Fix,Comp Slip 4000 psi t=10 h=14 Fix,Fix,Comp Slip 4000 psi t=8 h=14 Fix,Fix,Comp Slip 4000 psi t=8 h=14 Fix,Fix,Comp Slip 4000 psi t=10 h=14 Fix,Fix,Comp Slip 4000 psi t=8 h=14 Fix,Fix,Comp Slip 4000 psi t=8 h=14 Fix,Fix,Comp Slip 4000 psi t=8 h=14 Fix,Fix,Comp Slip 4000 psi t=8 h=14 Fix,Fix,Comp Slip 4000 psi t=10 h=14 Fix,Fix,Comp Slip 4000 psi t=8 h=14 Fix,Fix,Comp Slip 4000 psi t=8 h=14 Fix,Fix,Comp Slip 4000 psi t=8 h=14 Fix,Fix,Comp Slip 4000 psi t=8 h=14 Fix,Fix,Comp Slip 4000 psi t=8 h=14 Fix,Fix,Comp Slip 4000 psi t=8 h=14 Fix,Fix,Comp Slip 4000 psi t=8 h=14 Fix,Fix,Comp Slip 4000 psi t=8 h=14 Fix,Fix,Comp Slip 4000 psi t=8 h=14 Fix,Fix,Comp Slip 4000 psi t=8 h=14 Fix,Fix,Comp Slip 4000 psi t=10 h=14 Fix,Fix,Comp Slip 4000 psi t=10 h=14 Fix,Fix,Comp Slip 4000 psi t=10 h=14 Fix,Fix,Comp Slip 4000 psi t=10 h=14 Fix,Fix,Comp Slip 4000 psi t=10 h=14 Fix,Fix,Comp Slip 4000 psi t=10 h=14 Fix,Fix,Comp Slip 4000 psi t=10 h=14 Fix,Fix,Comp Slip 4000 psi t=10 h=14 Fix,Fix,Comp Slip 4000 psi t=10 h=14 Fix,Fix,Comp Slip 4000 psi t=10 h=14 Fix,Fix,Comp Slip 4000 psi t=10 h=14 Fix,Fix,Comp Slip 4000 psi t=10 h=14 Fix,Fix,Comp Slip 4000 psi t=10 h=14 Fix,Fix,Comp Slip 4000 psi t=10 h=14 Fix,Fix,Comp Slip 4000 psi t=8 h=14 Fix,Fix,Comp Slip 4000 psi t=10 h=14 Fix,Fix,Comp Slip 4000 psi t=8 h=14 Fix,Fix,Comp Slip 4000 psi t=10 h=14 Fix,Fix,Comp Slip 4000 psi t=8 h=14 Fix,Fix,Comp Slip 4000 psi t=10 h=14 Fix,Fix,Comp Slip 4000 psi t=8 h=14 Fix,Fix,Comp Slip 4000 psi t=8 h=14 Fix,Fix,Comp Slip 4000 psi t=8 h=14 Fix,Fix,Comp Slip 4000 psi t=8 h=14 Fix,Fix,Comp Slip 4000 psi t=10 h=14 Fix,Fix,Comp Slip 4000 psi t=10 h=14 Fix,Fix,Comp Slip 4000 psi t=8 h=14 Fix,Fix,Comp Slip 4000 psi t=10 h=14 Fix,Fix,Comp Slip 4000 psi t=12 h=14 Fix,Fix,Comp Slip 4000 psi t=12 h=14 Fix,Fix,Comp Slip 4000 psi t=12 h=14 Fix,Fix,Comp Slip 4000 psi t=12 h=14 Fix,Fix,Comp Slip 4000 psi t=12 h=14 Fix,Fix,Comp Slip 4000 psi t=12 h=14 Fix,Fix,Comp Slip 4000 psi t=12 h=14 Fix,Fix,Comp Slip 4000 psi t=12 h=14 Fix,Fix,Comp Slip 4000 psi t=12 h=14 Fix,Fix,Comp Slip 4000 psi t=12 h=14 Fix,Fix,Comp Slip 4000 psi t=12 h=14 Fix,Fix,Comp Slip 4000 psi t=12 h=14 Fix,Fix,Comp Slip 4000 psi t=12 h=14 Fix,Fix,Comp Slip 4000 psi t=12 h=14 Fix,Fix,Comp Slip 4000 psi t=10 h=14 Fix,Fix,Comp Slip 4000 psi t=10 h=14 Fix,Fix,Comp Slip 4000 psi t=8 h=14 Fix,Fix,Comp Slip 4000 psi t=8 h=14 Fix,Fix,Comp Slip 4000 psi t=8 h=14 Fix,Fix,Comp Slip 4000 psi t=8 h=14 Fix,Fix,Comp Slip 4000 psi t=8 h=14 Fix,Fix,Comp Slip 4000 psi t=8 h=14 Fix,Fix,Comp Slip 4000 psi t=10 h=14 Fix,Fix,Comp Slip 4000 psi t=10 h=14 Fix,Fix,Comp Slip 4000 psi t=10 h=14 Fix,Fix,Comp Slip 4000 psi t=10 h=14 Fix,Fix,Comp Slip 4000 psi t=10 h=14 Fix,Fix,Comp Slip 4000 psi t=10 h=14 Fix,Fix,Comp Slip 4000 psi t=10 h=14 Fix,Fix,Comp Slip 4000 psi t=10 h=14 Fix,Fix,Comp Slip 4000 psi t=10 h=14 Fix,Fix,Comp Slip 4000 psi t=10 h=14 Fix,Fix,Comp Slip 4000 psi t=10 h=14 Fix,Fix,Comp Slip 4000 psi t=10 h=14 Fix,Fix,Comp Slip 4000 psi t=10 h=14 Fix,Fix,Comp Slip 4000 psi t=10 h=14 Fix,Fix,Comp Slip 4000 psi t=10 h=14 Fix,Fix,Comp Slip 4000 psi t=10 h=14 Fix,Fix,Comp Slip 4000 psi t=10 h=14 Fix,Fix,Comp Slip 4000 psi b=24 d=12 h=11 Fix,Fix,Comp 4000 psi b=24 d=12 h=11 Fix,Fix,Comp 4000 psi b=24 d=12 h=11 Fix,Fix,Comp 4000 psi b=24 d=12 h=11 Fix,Fix,Comp 4000 psi b=24 d=12 h=11 Fix,Fix,Comp 4000 psi b=24 d=12 h=11 Fix,Fix,Comp 4000 psi b=10 d=18 h=14.5 Fix,Fix,Comp I Factor=0.7 4000 psi Element: User Lines; User Notes; User Dimensions; Wall Elements Below; Wall Element Thicknesses; Wall Element Heights; Wall Element Fixity; Wall Element Shear Fixity; Wall Element Concrete Models; Column Elements Below; Column Element Dimensions; Column Element Heig Drawing Import: User Lines; User Notes; User Dimensions; Scale = 1:250 PODIUM SLAB CALCULATION - 240022 PODIUM SLAB.cpt - 12/22/2024 Element: Supports Below Slab Summary Plan Element: Supports Below Slab Summary Plan - 18 209 of 427 Element: User Lines; User Notes; User Dimensions; Wall Elements Above; Wall Element Thicknesses; Wall Element Heights; Wall Element Fixity; Wall Element Shear Fixity; Wall Element Concrete Models; Column Elements Above; Column Element Dimensions; Column Element Hei Drawing Import: User Lines; User Notes; User Dimensions; Scale = 1:250 PODIUM SLAB CALCULATION - 240022 PODIUM SLAB.cpt - 12/22/2024 Element: Supports Above Slab Summary Plan Element: Supports Above Slab Summary Plan - 19 210 of 427 #1 El=0 Fz=20.5 Fz=20.5 Fz=20.5 Fz=20.5 Fz=20.5 Fz=20.5 Fz=20.5Fz=20.5 Fz=20.5Fz=20.5 Fz=20.5Fz=20.5 Fz=20.5 Fz=20.5 #2 El=0 Fz=129 Fz=129 Fz=129Fz=129 Fz=129 Fz=129 Fz=129 Fz=129 Fz=129 Fz=129 Fz=129 Fz=129 Fz=129 Fz=129 Fz=129 Fz=129Fz=129 Fz=129Fz=129 Fz=129Fz=129 Fz=129 #3 El=0 z=7 Fz=7 Fz=7 Fz=7 Fz=7 Other Dead Loading: Point Loads; Point Load Numbers; Point Load Icons; Point Load Values; Point Load Elevations; Line Loads; Line Load Numbers; Line Load Icons; Line Load Values; Line Load Elevations; Area Loads; Area Load Hatching; Area Load Numbers; Area Load Icons; Drawing Import: User Lines; User Notes; User Dimensions; Element: Wall Elements Above; Wall Elements Below; Wall Element Outline Only; Column Elements Above; Column Elements Below; Slab Elements; Slab Element Outline Only; Scale = 1:250 PODIUM SLAB CALCULATION - 240022 PODIUM SLAB.cpt - 12/22/2024 Other Dead Loading: All Loads Plan Other Dead Loading: All Loads Plan - 20 211 of 427 #1 El=0 Fz=180 Fz=180 Fz=180Fz=180 Fz=180Fz=180 Fz=180Fz=180 Fz=180 Fz=180 #2 El=0 Fz=100 Fz=100 Fz=100 Fz=100 Fz=100 Fz=100 Fz=100Fz=100 Fz=100Fz=100 Fz=100Fz=100 Fz=100 Fz=100 #3 El=0 Fz=112 Fz=112 Fz=112 Fz=112 Fz=112 Fz=112 Fz=112 Fz=112 Fz=112 Fz=112 Fz=112 Fz=112 Fz=112 Fz=112 Fz=112 Fz=112 Fz=112 Fz=112 Fz=112 Fz=112 Fz=112 Fz=112 Fz=112 Fz=112 #4 El=0 Fz=112Fz=112 Fz=112 Fz=112 Fz=112Fz=112 Fz=112 Fz=112 Fz=112Fz=112 #5 El=0 Fz=256 Fz=256 Fz=256 Fz=256 Fz=256 Fz=256 Fz=256 Fz=256 Fz=256 Fz=256 Fz=256 Fz=256 Fz=256 Fz=256 Fz=256 Fz=256Fz=256 Fz=256Fz=256 Fz=256 Fz=256 Fz=256 Fz=256Fz=256 Fz=256Fz=256 Fz=256Fz=256 Fz=256Fz=256 Fz=256Fz=256 Fz=256Fz=256 Fz=256 Fz=256 Fz=256Fz=256 Fz=256Fz=256 Fz=256Fz=256 Fz=256Fz=256 Fz=256Fz=256 Fz=256 #6 El=0 Fz=180 Fz=180 Fz=180 Fz=180Fz=180 Fz=180 Fz=180 Live (Unreducible) Loading: Point Loads; Point Load Numbers; Point Load Icons; Point Load Values; Point Load Elevations; Line Loads; Line Load Numbers; Line Load Icons; Line Load Values; Line Load Elevations; Area Loads; Area Load Hatching; Area Load Numbers; Area Load I Drawing Import: User Lines; User Notes; User Dimensions; Element: Wall Elements Above; Wall Elements Below; Wall Element Outline Only; Column Elements Above; Column Elements Below; Slab Elements; Slab Element Outline Only; Scale = 1:250 PODIUM SLAB CALCULATION - 240022 PODIUM SLAB.cpt - 12/22/2024 Live (Unreducible) Loading: All Loads Plan Live (Unreducible) Loading: All Loads Plan - 21 212 of 427 0 0 0 0 0.06 0.12 0.12 0.06 0.24 0.06 0.18 0 0.24 0.18 0.24 0.12 0.24 0.12 0 0.18 0.18 0.36 0.18 0.06 0.42 0.24 0.18 0.42 0.18 0.24 0.24 0.24 0.3 0.24 0.3 0 0.36 0 0.24 0.3 0.12 0.18 0.24 0.3 0 0.12 0.18 0.12 0.12 0.24 0.06 0.06 0.06 0 0 0 0.12 0.12 0.06 0.24 0.24 0.18 0 0 0.3 0.240.24 0.12 0.18 0.3 0.24 0 0.3 0.3 0.18 0.12 0.36 0.3 0.240.3 0.42 0.36 0.24 0.420.42 0.12 0.42 0.12 0.36 0.06 0.12 0.3 0.12 0 0.18 0.06 0.06 0.06 0 0 0 0 Service LC: D + L: User Lines; User Notes; User Dimensions; Drawing Import: User Lines; User Notes; User Dimensions; Element: Wall Elements Below; Wall Elements Above; Wall Element Outline Only; Column Elements Below; Column Elements Above; Slab Elements; Slab Element Outline Only; Scale = 1:250 Service LC: D + L - Vertical Deflection Plot (Maximum Values) 0 0.06 0.12 0.18 0.24 0.3 0.36 0.42 0.48 Min Value = -0.02793 inches @ (1236,-60.28) Max Value = 0.622 inches @ (1277,-78.44) PODIUM SLAB CALCULATION - 240022 PODIUM SLAB.cpt - 12/22/2024 Service LC: D + L: Max Deflection Plan Service LC: D + L: Max Deflection Plan - 22 213 of 427 0 0 0 0 0 0.04 0.04 0.08 0.12 0.04 0.16 0.04 0.2 0.08 0.24 0.04 0 0.08 0.24 0.08 0.16 0.24 0.08 0.04 0.24 0.12 0.12 0.28 0.16 0.28 0.12 0.2 0.16 0.24 0.24 0.16 0.2 0.04 0.16 0.12 0.16 0.16 0.12 0.12 0.12 0.12 0.08 0 0.16 0.04 0.04 00 0.04 0.08 -0.04 0.16 0.08 0.04 0.16 0.12 0.2 0 0 0.16 0.12 0.04 0.08 0.12 0.08 0 0.04 0.08 0 0.08 0.04 0.12 0.08 0.08 0.16 0.12 0.12 0.2 0.16 0.08 0.24 0.12 0 0 0.2 0.04 0 0 0.12 0 0.04 0 0 0 0 0 0 Service LC: D + L: User Lines; User Notes; User Dimensions; Drawing Import: User Lines; User Notes; User Dimensions; Element: Wall Elements Below; Wall Elements Above; Wall Element Outline Only; Column Elements Below; Column Elements Above; Slab Elements; Slab Element Outline Only; Scale = 1:250 Service LC: D + L - Vertical Deflection Plot (Minimum Values) -0.04 0 0.04 0.08 0.12 0.16 0.2 0.24 0.28 Min Value = -0.04455 inches @ (1236,-60.28) Max Value = 0.3583 inches @ (1277,-78.44) PODIUM SLAB CALCULATION - 240022 PODIUM SLAB.cpt - 12/22/2024 Service LC: D + L: Min Deflection Plan Service LC: D + L: Min Deflection Plan - 23 214 of 427 0 0 0 0 0.04 0.08 0.08 0.04 0.12 0.08 00 0 0.16 0.08 0.04 0 0.08 0.2 0.08 0.04 0.16 0.08 0.2 0.12 0.08 0 0.12 0.12 0.16 0.16 0.120.12 0.2 0.12 0.2 0.24 0.2 0.2 0.16 0.12 0.16 0.08 0.12 0.04 0.12 0.04 0 0.04 0.08 0 0 0.16 0 0.08 0.16 0.08 0 0.040.04 0.12 0.16 0.04 0.12 0.08 0.2 0.12 0.08 0.04 0.16 0.12 0.04 0 0.08 0.2 0.08 0.12 0.24 0.24 0.280.28 0.280.28 0.24 0.2 0.12 0 0.04 0.2 0.04 0.12 0.12 0.08 0.04 0 0 0 0 0 0 Service LC: D + Lr: User Lines; User Notes; User Dimensions; Drawing Import: User Lines; User Notes; User Dimensions; Element: Wall Elements Below; Wall Elements Above; Wall Element Outline Only; Column Elements Below; Column Elements Above; Slab Elements; Slab Element Outline Only; Scale = 1:250 Service LC: D + Lr - Vertical Deflection Plot (Maximum Values) 0 0.04 0.08 0.12 0.16 0.2 0.24 0.28 0.32 Min Value = -0.02793 inches @ (1236,-60.28) Max Value = 0.3583 inches @ (1277,-78.44) PODIUM SLAB CALCULATION - 240022 PODIUM SLAB.cpt - 12/22/2024 Service LC: D + Lr: Max Deflection Plan Service LC: D + Lr: Max Deflection Plan - 24 215 of 427 0 0 0 0 0.04 0.08 0.08 0.04 0.12 0.08 00 0 0.16 0.08 0.04 0 0.08 0.2 0.08 0.04 0.16 0.08 0.2 0.12 0.08 0 0.12 0.12 0.16 0.16 0.120.12 0.2 0.12 0.2 0.24 0.2 0.2 0.16 0.12 0.16 0.08 0.12 0.04 0.12 0.04 0 0.04 0.08 0 0 0.16 0 0.08 0.16 0.08 0 0.040.04 0.12 0.16 0.04 0.12 0.08 0.2 0.12 0.08 0.04 0.16 0.12 0.04 0 0.08 0.2 0.08 0.12 0.24 0.24 0.280.28 0.280.28 0.24 0.2 0.12 0 0.04 0.2 0.04 0.12 0.12 0.08 0.04 0 0 0 0 0 0 Service LC: D + Lr: User Lines; User Notes; User Dimensions; Drawing Import: User Lines; User Notes; User Dimensions; Element: Wall Elements Below; Wall Elements Above; Wall Element Outline Only; Column Elements Below; Column Elements Above; Slab Elements; Slab Element Outline Only; Scale = 1:250 Service LC: D + Lr - Vertical Deflection Plot (Minimum Values) 0 0.04 0.08 0.12 0.16 0.2 0.24 0.28 0.32 Min Value = -0.02793 inches @ (1236,-60.28) Max Value = 0.3583 inches @ (1277,-78.44) PODIUM SLAB CALCULATION - 240022 PODIUM SLAB.cpt - 12/22/2024 Service LC: D + Lr: Min Deflection Plan Service LC: D + Lr: Min Deflection Plan - 25 216 of 427 0 0 0 0 0.04 0.08 0.08 0.04 0.12 0.08 00 0 0.16 0.08 0.04 0 0.08 0.2 0.08 0.04 0.16 0.08 0.2 0.12 0.08 0 0.12 0.12 0.16 0.16 0.120.12 0.2 0.12 0.2 0.24 0.2 0.2 0.16 0.12 0.16 0.08 0.12 0.04 0.12 0.04 0 0.04 0.08 0 0 0.16 0 0.08 0.16 0.08 0 0.040.04 0.12 0.16 0.04 0.12 0.08 0.2 0.12 0.08 0.04 0.16 0.12 0.04 0 0.08 0.2 0.08 0.12 0.24 0.24 0.280.28 0.280.28 0.24 0.2 0.12 0 0.04 0.2 0.04 0.12 0.12 0.08 0.04 0 0 0 0 0 0 Service LC: D + S: User Lines; User Notes; User Dimensions; Drawing Import: User Lines; User Notes; User Dimensions; Element: Wall Elements Below; Wall Elements Above; Wall Element Outline Only; Column Elements Below; Column Elements Above; Slab Elements; Slab Element Outline Only; Scale = 1:250 Service LC: D + S - Vertical Deflection Plot (Maximum Values) 0 0.04 0.08 0.12 0.16 0.2 0.24 0.28 0.32 Min Value = -0.02793 inches @ (1236,-60.28) Max Value = 0.3583 inches @ (1277,-78.44) PODIUM SLAB CALCULATION - 240022 PODIUM SLAB.cpt - 12/22/2024 Service LC: D + S: Max Deflection Plan Service LC: D + S: Max Deflection Plan - 26 217 of 427 0 0 0 0 0.04 0.08 0.08 0.04 0.12 0.08 00 0 0.16 0.08 0.04 0 0.08 0.2 0.08 0.04 0.16 0.08 0.2 0.12 0.08 0 0.12 0.12 0.16 0.16 0.120.12 0.2 0.12 0.2 0.24 0.2 0.2 0.16 0.12 0.16 0.08 0.12 0.04 0.12 0.04 0 0.04 0.08 0 0 0.16 0 0.08 0.16 0.08 0 0.040.04 0.12 0.16 0.04 0.12 0.08 0.2 0.12 0.08 0.04 0.16 0.12 0.04 0 0.08 0.2 0.08 0.12 0.24 0.24 0.280.28 0.280.28 0.24 0.2 0.12 0 0.04 0.2 0.04 0.12 0.12 0.08 0.04 0 0 0 0 0 0 Service LC: D + S: User Lines; User Notes; User Dimensions; Drawing Import: User Lines; User Notes; User Dimensions; Element: Wall Elements Below; Wall Elements Above; Wall Element Outline Only; Column Elements Below; Column Elements Above; Slab Elements; Slab Element Outline Only; Scale = 1:250 Service LC: D + S - Vertical Deflection Plot (Minimum Values) 0 0.04 0.08 0.12 0.16 0.2 0.24 0.28 0.32 Min Value = -0.02793 inches @ (1236,-60.28) Max Value = 0.3583 inches @ (1277,-78.44) PODIUM SLAB CALCULATION - 240022 PODIUM SLAB.cpt - 12/22/2024 Service LC: D + S: Min Deflection Plan Service LC: D + S: Min Deflection Plan - 27 218 of 427 0 0 0 0 0.06 0.06 0.12 0.06 0.06 0.24 0.06 0.24 0.24 0.06 0.06 0.3 0.12 0.3 0.06 0.12 0.12 0.12 0.36 0.18 0.06 0.42 0.24 0 0.18 0.36 0.3 0.3 0.18 0.3 0.12 0.24 0.12 0.3 0.24 0.18 0.18 0.18 0 0.06 0.12 0.24 0.12 0.24 0 0.06 0 0.24 0.18 0.18 0.12 0 0.12 0 0.3 0.30.3 0.18 0.12 0 0.06 0.12 0.12 0.18 00 0.18 0.06 0.12 0.18 0.24 0.48 0.42 0.3 0.18 0.12 0.24 0.18 0.06 0.24 0.24 0.060.06 0.06 0.12 0.06 0 0 0 0 0 Service LC: D + 0.75L + 0.75Lr: User Lines; User Notes; User Dimensions; Drawing Import: User Lines; User Notes; User Dimensions; Element: Wall Elements Below; Wall Elements Above; Wall Element Outline Only; Column Elements Below; Column Elements Above; Slab Elements; Slab Element Outline Only; Scale = 1:250 Service LC: D + 0.75L + 0.75Lr - Vertical Deflection Plot (Maximum Values) 0 0.06 0.12 0.18 0.24 0.3 0.36 0.42 0.48 Min Value = -0.02793 inches @ (1236,-60.28) Max Value = 0.5561 inches @ (1277,-78.44) PODIUM SLAB CALCULATION - 240022 PODIUM SLAB.cpt - 12/22/2024 Service LC: D + 0.75L + 0.75Lr: Max Deflection Plan Service LC: D + 0.75L + 0.75Lr: Max Deflection Plan - 28 219 of 427 0 0 0 0 0.040.04 0.04 0 0.04 0.04 0.16 0.08 0.2 0.04 0.2 0.04 0.16 0.04 0.24 0.08 0.04 0.08 0.12 0.08 0.28 0.08 0.08 0.16 0.04 0.12 0.12 0.12 0.16 0.24 0.12 0.12 0.2 0 0.16 0.04 0.12 0.16 0.04 0.08 0.12 0.16 0.04 0.08 0.08 0 0.16 0 0.04 0 0.16 0.08 0.08 0.16 0.08 0.12 0.12 0 0 0.04 0.16 0.12 0.08 00 0.16 0 0 0 0 0.04 0.04 0.24 0 0 0.12 0 0.28 0.24 0.28 0.04 0.08 0.2 0.04 0 0.08 0.12 0.12 0.08 0.08 0.04 0 0 0 0 0 0 Service LC: D + 0.75L + 0.75Lr: User Lines; User Notes; User Dimensions; Drawing Import: User Lines; User Notes; User Dimensions; Element: Wall Elements Below; Wall Elements Above; Wall Element Outline Only; Column Elements Below; Column Elements Above; Slab Elements; Slab Element Outline Only; Scale = 1:250 Service LC: D + 0.75L + 0.75Lr - Vertical Deflection Plot (Minimum Values) -0.04 0 0.04 0.08 0.12 0.16 0.2 0.24 0.28 Min Value = -0.0404 inches @ (1236,-60.28) Max Value = 0.3583 inches @ (1277,-78.44) PODIUM SLAB CALCULATION - 240022 PODIUM SLAB.cpt - 12/22/2024 Service LC: D + 0.75L + 0.75Lr: Min Deflection Plan Service LC: D + 0.75L + 0.75Lr: Min Deflection Plan - 29 220 of 427 0 0 0 0 0.06 0.06 0.12 0.06 0.06 0.24 0.06 0.24 0.24 0.06 0.06 0.3 0.12 0.3 0.06 0.12 0.12 0.12 0.36 0.18 0.06 0.42 0.24 0 0.18 0.36 0.3 0.3 0.18 0.3 0.12 0.24 0.12 0.3 0.24 0.18 0.18 0.18 0 0.06 0.12 0.24 0.12 0.24 0 0.06 0 0.24 0.18 0.18 0.12 0 0.12 0 0.3 0.30.3 0.18 0.12 0 0.06 0.12 0.12 0.18 00 0.18 0.06 0.12 0.18 0.24 0.48 0.42 0.3 0.18 0.12 0.24 0.18 0.06 0.24 0.24 0.060.06 0.06 0.12 0.06 0 0 0 0 0 Service LC: D + 0.75L + 0.75S: User Lines; User Notes; User Dimensions; Drawing Import: User Lines; User Notes; User Dimensions; Element: Wall Elements Below; Wall Elements Above; Wall Element Outline Only; Column Elements Below; Column Elements Above; Slab Elements; Slab Element Outline Only; Scale = 1:250 Service LC: D + 0.75L + 0.75S - Vertical Deflection Plot (Maximum Values) 0 0.06 0.12 0.18 0.24 0.3 0.36 0.42 0.48 Min Value = -0.02793 inches @ (1236,-60.28) Max Value = 0.5561 inches @ (1277,-78.44) PODIUM SLAB CALCULATION - 240022 PODIUM SLAB.cpt - 12/22/2024 Service LC: D + 0.75L + 0.75S: Max Deflection Plan Service LC: D + 0.75L + 0.75S: Max Deflection Plan - 30 221 of 427 0 0 0 0 0.040.04 0.04 0 0.04 0.04 0.16 0.08 0.2 0.04 0.2 0.04 0.16 0.04 0.24 0.08 0.04 0.08 0.12 0.08 0.28 0.08 0.08 0.16 0.04 0.12 0.12 0.12 0.16 0.24 0.12 0.12 0.2 0 0.16 0.04 0.12 0.16 0.04 0.08 0.12 0.16 0.04 0.08 0.08 0 0.16 0 0.04 0 0.16 0.08 0.08 0.16 0.08 0.12 0.12 0 0 0.04 0.16 0.12 0.08 00 0.16 0 0 0 0 0.04 0.04 0.24 0 0 0.12 0 0.28 0.24 0.28 0.04 0.08 0.2 0.04 0 0.08 0.12 0.12 0.08 0.08 0.04 0 0 0 0 0 0 Service LC: D + 0.75L + 0.75S: User Lines; User Notes; User Dimensions; Drawing Import: User Lines; User Notes; User Dimensions; Element: Wall Elements Below; Wall Elements Above; Wall Element Outline Only; Column Elements Below; Column Elements Above; Slab Elements; Slab Element Outline Only; Scale = 1:250 Service LC: D + 0.75L + 0.75S - Vertical Deflection Plot (Minimum Values) -0.04 0 0.04 0.08 0.12 0.16 0.2 0.24 0.28 Min Value = -0.0404 inches @ (1236,-60.28) Max Value = 0.3583 inches @ (1277,-78.44) PODIUM SLAB CALCULATION - 240022 PODIUM SLAB.cpt - 12/22/2024 Service LC: D + 0.75L + 0.75S: Min Deflection Plan Service LC: D + 0.75L + 0.75S: Min Deflection Plan - 31 222 of 427 0 0 0 0 0 10 0 -20 10 -40 -10-20 -40 -10 -50 0 0 -50 0 10 10 0 10 0 10 0 0 0 0 -10 -10 -20 0 10 -20 -20 10 0 0 -10 0 0 0 0 0 0 -10 -10 -20 -30 0 -40 -10 -10 -10 10 0 10 0 0 -10 0 0 0 0 0 0 0 0 0 0 0 0 Factored LC: 1.4D: User Lines; User Notes; User Dimensions; Drawing Import: User Lines; User Notes; User Dimensions; Element: Wall Elements Below; Wall Elements Above; Wall Element Outline Only; Column Elements Below; Column Elements Above; Slab Elements; Slab Element Outline Only; Scale = 1:250 Factored LC: 1.4D - Bending Moment Plot (Maximum Values) (X-Axis Direction) One Contour = 2 Kips Min Value = -57.94 Kips @ (1206,-66.94) Max Value = 25.49 Kips @ (1287,-77.57) PODIUM SLAB CALCULATION - 240022 PODIUM SLAB.cpt - 12/22/2024 Factored LC: 1.4D: Max Mx Plan Factored LC: 1.4D: Max Mx Plan - 32 223 of 427 0 0 0 0 0 0 0 -20 -10 -40 -20 0 -30 -40 0 -30 -50 0 -10 -60 0 -10 -10 -10 0 0 0 0 -10 -10 -20 -10 -60 -30 -20 -10 -70 0 -60 -10 -10 -10 0 0 0 -10 0 -10 0 -30 0 -10 -40 -20 0 0 -70 -20 -70 0 0 0 0 -20 -30 0 10 -20 0 -10 0 0 0 0 0 0 0 0 0 Factored LC: 1.4D: User Lines; User Notes; User Dimensions; Drawing Import: User Lines; User Notes; User Dimensions; Element: Wall Elements Below; Wall Elements Above; Wall Element Outline Only; Column Elements Below; Column Elements Above; Slab Elements; Slab Element Outline Only; Scale = 1:250 Factored LC: 1.4D - Bending Moment Plot (Minimum Values) (X-Axis Direction) One Contour = 2 Kips Min Value = -90.13 Kips @ (1206,-66.94) Max Value = 16.39 Kips @ (1287,-77.57) PODIUM SLAB CALCULATION - 240022 PODIUM SLAB.cpt - 12/22/2024 Factored LC: 1.4D: Min Mx Plan Factored LC: 1.4D: Min Mx Plan - 33 224 of 427 0 0 0 0 0 0 5 5 0 5 0 0 -10 0 -10 -20 -5 -5 -10 -40 -5 -20 -40 -30 0 -15 -5 -15 0 -10 5 0 5 0 0 5 10 10 10 10 10 10 5 10 5 0 5 0 -5 -5 -5 0 -10 -20 -5 -35 -40 -10 -35 -45 -5 -20 0 -10 -5 -5 5 5 0 5 0 0 10 5 5 0 -5 5 -10 0 -5 -25 -20 -35-15 -5 -25-20 0 -30 -5 -5 0 0 0 10 10 10 5 0 0 -5 -5 0 -5 5 0 0 0 0 -5 -5 -5 5 0 0 Factored LC: 1.4D: User Lines; User Notes; User Dimensions; Drawing Import: User Lines; User Notes; User Dimensions; Element: Wall Elements Below; Wall Elements Above; Wall Element Outline Only; Column Elements Below; Column Elements Above; Slab Elements; Slab Element Outline Only; Scale = 1:250 Factored LC: 1.4D - Bending Moment Plot (Maximum Values) (Y-Axis Direction) One Contour = 1 Kips Min Value = -50.82 Kips @ (1262,-93.1) Max Value = 14.5 Kips @ (1278,-78.44) PODIUM SLAB CALCULATION - 240022 PODIUM SLAB.cpt - 12/22/2024 Factored LC: 1.4D: Max My Plan Factored LC: 1.4D: Max My Plan - 34 225 of 427 0 0 0 0 0 0 0 0 0 -10 -10 -30 -10 -20 -50 0 -50 -50 -10 -10 -20 0 0 0 0 0 0 0 0 -10 0 0 -40 -20 -10 -20 -10 -30 -50 -20-20 0 0 0 0 0 0 0 -20 -30 -40 -70 -20 -10 -10 -20 -50 -30 0 0 0 -10 -10 -10 0 0 0 0 -10 0 0 0 -10 0 0 Factored LC: 1.4D: User Lines; User Notes; User Dimensions; Drawing Import: User Lines; User Notes; User Dimensions; Element: Wall Elements Below; Wall Elements Above; Wall Element Outline Only; Column Elements Below; Column Elements Above; Slab Elements; Slab Element Outline Only; Scale = 1:250 Factored LC: 1.4D - Bending Moment Plot (Minimum Values) (Y-Axis Direction) One Contour = 2 Kips Min Value = -79.05 Kips @ (1262,-93.1) Max Value = 9.323 Kips @ (1278,-78.44) PODIUM SLAB CALCULATION - 240022 PODIUM SLAB.cpt - 12/22/2024 Factored LC: 1.4D: Min My Plan Factored LC: 1.4D: Min My Plan - 35 226 of 427 R Ms = - 4 7 . 9 R Ms = 3 . 8 4 R Ms = 2 . 0 4 R Ms = 0 . 0 2 5 R Ms = 2 . 0 5 R Ms = - 2 1 . 9 R Ms = - 2 . 1 3 R Ms = - 8 . 5 R Ms = 5 0 . 7 R S Fz=69.7 Mr=-0.00445 Ms=-534 R S Fz=8.52 Mr=2.48 Ms=-20.9 R S Fz=53.4 Mr=-74.4 Ms=-532 R S Fz=35.7 Mr=11.3 Ms=-0.454 R S Fz=41.5 Mr=18.9 Ms=-4.79 R S Fz=36.9 Mr=15 Ms=0.572 R S Fz = 1 8 1 Mr = 4 3 . 2 Ms = - 6 0 9 R S Fz=10.9 Mr=2.55 Ms=0.214 R S Fz=231 Mr=-19.8 Ms=337 R S Fz=11.3 Mr=2.87 Ms=-0.303 R S Fz=39.6 Mr=15.7 Ms=0.902 R S Fz = 6 1 . 4 Mr = - 1 0 . 5 Ms = 3 4 7 R S Fz=10.9 Mr=-1.2 Ms=-14.2 R S Fz=32.1 Mr=15.3 Ms=8.45 R S Fz=33.6 Mr=-11 Ms=52.2 R S Fz=31 Mr=12.9 Ms=-8.44 R S Fz=16.3 Mr=3.16 Ms=0.22 R S Fz=18.1 Mr=2.56 Ms=-0.108 R S Fz=218 Mr=5.61 Ms=1120 R S Fz=-4.79 Mr=1.83 Ms=-13.8 R S Fz=27.7 Mr=7.6 Ms=4.99 R S Fz=14.3 Mr=-2.44 Ms=14.4 R S Fz=5.41 Mr=0.888 Ms=7.33 R S Fz=11.1 Mr=-3.41 Ms=-16.9 R S Fz = 8 0 . 9 Mr = 3 4 . 6 Ms = - 4 7 3 R S Fz=6.02 Mr=4.61 Ms=-24.2 R S Fz = 3 6 . 1 Mr = 2 . 1 7 Ms = - 5 5 . 7 R S Fz = 8 7 Mr = 3 . 2 9 Ms = - 1 8 R S Fz= 8 . 8 3 Mr=- 1 . 38 Ms= 8 . 3 6 R S Fz=3.51 Mr=0.171 Ms=3.44 R S Fz=7.01 Mr=1.53 Ms=-14.8 R S Fz=21.1 Mr=6.82 Ms=20.4 R S Fz=16.9 Mr=1.83 Ms=-5.83 R S Fr=6.94 Fs=-0.824 Fz=222 Mr=-4.16 Ms=-53.2 R S Fr=8.48 Fs=1.38 Fz=345 Mr=11.8 Ms=-70.1 R S Fr=-1.19 Fs=2.17 Fz=340 Mr=15.7 Ms=5.32 R S Fr=-0.265 Fs=3.72 Fz=347 Mr=25.1 Ms=-1.9 R S Fr=-17.1 Fs=-3.81 Fz=120 Mr=-29.2 Ms=114 R S Fr=3.37 Fs=-3.39 Fz=108 Mr=-28 Ms=-35.9 R S Fr=-0.224 Fs=0.757 Fz=11 Mr=4.12 Ms=1.72 Factored LC: 1.4D: User Lines; User Notes; User Dimensions; Drawing Import: User Lines; User Notes; User Dimensions; Element: Wall Elements Below; Wall Elements Above; Wall Element Outline Only; Column Elements Below; Column Elements Above; Slab Elements; Slab Element Outline Only; Scale = 1:250 Factored LC: 1.4D - Reaction Plot: (Wall Below,Column Below,Point Spring,Line Spring,Point Support,Line Support)(Fr,Fs,Fz,Mr,Ms,Mz)(Standard Context) PODIUM SLAB CALCULATION - 240022 PODIUM SLAB.cpt - 12/22/2024 Factored LC: 1.4D: Std Reactions Plan Factored LC: 1.4D: Std Reactions Plan - 36 227 of 427 R S Fr=6.94 Fs=-0.824 Fz=222 Mr=-4.16 Ms=-53.2 R S Fr=8.48 Fs=1.38 Fz=345 Mr=11.8 Ms=-70.1 R S Fr=-1.19 Fs=2.17 Fz=340 Mr=15.7 Ms=5.32 R S Fr=-0.265 Fs=3.72 Fz=347 Mr=25.1 Ms=-1.9 R S Fr=-17.1 Fs=-3.81 Fz=120 Mr=-29.2 Ms=114 R S Fr=3.37 Fs=-3.39 Fz=108 Mr=-28 Ms=-35.9 R S Fr=-0.224 Fs=0.757 Fz=11 Mr=4.12 Ms=1.72 Factored LC: 1.4D: User Lines; User Notes; User Dimensions; Drawing Import: User Lines; User Notes; User Dimensions; Element: Wall Elements Below; Wall Elements Above; Wall Element Outline Only; Column Elements Below; Column Elements Above; Slab Elements; Slab Element Outline Only; Scale = 1:250 Factored LC: 1.4D - Reaction Plot: (Column Below)(Fr,Fs,Fz,Mr,Ms,Mz)(Max Fz Context) PODIUM SLAB CALCULATION - 240022 PODIUM SLAB.cpt - 12/22/2024 Factored LC: 1.4D: Max Reactions Plan Factored LC: 1.4D: Max Reactions Plan - 37 228 of 427 R S Fr=4.46 Fs=-0.53 Fz=143 Mr=-2.68 Ms=-34.2 R S Fr=5.45 Fs=0.889 Fz=221 Mr=7.59 Ms=-45.1 R S Fr=-0.766 Fs=1.39 Fz=218 Mr=10.1 Ms=3.42 R S Fr=-0.171 Fs=2.39 Fz=223 Mr=16.1 Ms=-1.22 R S Fr=-11 Fs=-2.45 Fz=77.3 Mr=-18.8 Ms=73 R S Fr=2.17 Fs=-2.18 Fz=69.7 Mr=-18 Ms=-23.1 R S Fr=-0.144 Fs=0.486 Fz=7.07 Mr=2.65 Ms=1.1 Factored LC: 1.4D: User Lines; User Notes; User Dimensions; Drawing Import: User Lines; User Notes; User Dimensions; Element: Wall Elements Below; Wall Elements Above; Wall Element Outline Only; Column Elements Below; Column Elements Above; Slab Elements; Slab Element Outline Only; Scale = 1:250 Factored LC: 1.4D - Reaction Plot: (Column Below)(Fr,Fs,Fz,Mr,Ms,Mz)(Min Fz Context) PODIUM SLAB CALCULATION - 240022 PODIUM SLAB.cpt - 12/22/2024 Factored LC: 1.4D: Min Reactions Plan Factored LC: 1.4D: Min Reactions Plan - 38 229 of 427 0 0 0 0 10 0 0 10 -20 0 -10 -10 0 -20 -40 10 10 -10 0 -10 -30 -20 -10 10 20 10 10 0 0 0 0 0 20 10 -10 0 -10 0 -30 10 -10 10 -10 -10 0 10 -10 10 10 20 0 0 20 2020 -20 0 -10 0 10 30 -20 -10 -30 10 0 10 10 0 10 -10 0 20 -10 -10 0 0 0 10 0 0 0 0 0 0 0 Factored LC: 1.2D + 1.6L + 0.5Lr: User Lines; User Notes; User Dimensions; Drawing Import: User Lines; User Notes; User Dimensions; Element: Wall Elements Below; Wall Elements Above; Wall Element Outline Only; Column Elements Below; Column Elements Above; Slab Elements; Slab Element Outline Only; Scale = 1:250 Factored LC: 1.2D + 1.6L + 0.5Lr - Bending Moment Plot (Maximum Values) (X-Axis Direction) One Contour = 2 Kips Min Value = -57.94 Kips @ (1206,-66.94) Max Value = 43.86 Kips @ (1287,-77.57) PODIUM SLAB CALCULATION - 240022 PODIUM SLAB.cpt - 12/22/2024 Factored LC: 1.2D + 1.6L + 0.5Lr: Max Mx Plan Factored LC: 1.2D + 1.6L + 0.5Lr: Max Mx Plan - 39 230 of 427 0 0 0 0 0 0 0 0 -50 -25 0 0 -50 -25 -75 0 -25 0 0 0 0 0 -25 -25 0 -100 -50 -75 -25 -25 -25 0 0 0 0 0 0 0 0 0 -50 -75 0 0 0 -25 -25-25 0 0 0 0 00 0 0 0 0 0 Factored LC: 1.2D + 1.6L + 0.5Lr: User Lines; User Notes; User Dimensions; Drawing Import: User Lines; User Notes; User Dimensions; Element: Wall Elements Below; Wall Elements Above; Wall Element Outline Only; Column Elements Below; Column Elements Above; Slab Elements; Slab Element Outline Only; Scale = 1:250 Factored LC: 1.2D + 1.6L + 0.5Lr - Bending Moment Plot (Minimum Values) (X-Axis Direction) One Contour = 5 Kips Min Value = -144.1 Kips @ (1206,-66.94) Max Value = 16.39 Kips @ (1287,-77.57) PODIUM SLAB CALCULATION - 240022 PODIUM SLAB.cpt - 12/22/2024 Factored LC: 1.2D + 1.6L + 0.5Lr: Min Mx Plan Factored LC: 1.2D + 1.6L + 0.5Lr: Min Mx Plan - 40 231 of 427 0 0 0 0 0 5 5 5 0 10 5 5 5 5 -10 0 0 -15 0 0 -25 -30 -5 5 -20 -35 -40 -5 -10 -10 -20 5 -5 -5 -5 15 5 5 5 10 10 5 15 15 15 20 10 15 10 20 10 10 15 10 5 10 10 -5 5 5 -5 -5 0 -5 -30 -10 -10 -40 0 -5 -45 -10 -35 -10 -5 0 0 0 0 10 -5 15 0 -5 15 5 10 10 10 0 10 -5 10 -5 -15 0 0 -20 0 -10 -10 -5 -45 -10 -20 -15-10 0 0 0 5 10 15 10 15 15 10 10 -10 0 -10 -5 0 -5 5 5 5 5 0 0 0 -5 5 0 15 5 0 Factored LC: 1.2D + 1.6L + 0.5Lr: User Lines; User Notes; User Dimensions; Drawing Import: User Lines; User Notes; User Dimensions; Element: Wall Elements Below; Wall Elements Above; Wall Element Outline Only; Column Elements Below; Column Elements Above; Slab Elements; Slab Element Outline Only; Scale = 1:250 Factored LC: 1.2D + 1.6L + 0.5Lr - Bending Moment Plot (Maximum Values) (Y-Axis Direction) One Contour = 1 Kips Min Value = -50.82 Kips @ (1262,-93.1) Max Value = 23.98 Kips @ (1276,-78.44) PODIUM SLAB CALCULATION - 240022 PODIUM SLAB.cpt - 12/22/2024 Factored LC: 1.2D + 1.6L + 0.5Lr: Max My Plan Factored LC: 1.2D + 1.6L + 0.5Lr: Max My Plan - 41 232 of 427 0 0 0 0 0 0 0 0 -10 0 0 -20 -50 -10 -10 -30 -80 -40 0 -10 -100 -90 -20 -20 -10 -60 -60 0 -10 -30 -10 0 0 0 0 0 0 -20 -10 0 -20 -60 -20 0 -60 -40 -30 -90 -30 -20 -40 -40 -20 -20 -10 0 0 0 0 0 0 0 -20 0 -40 -70 -10 -110 -20 -20 -10 -100 -90 -50 -80 -30 -10 -10 0 0 -10 -30 -10 -20 0 -10 0 0 -10 0 0 -20 -10 0 -10 0 0 Factored LC: 1.2D + 1.6L + 0.5Lr: User Lines; User Notes; User Dimensions; Drawing Import: User Lines; User Notes; User Dimensions; Element: Wall Elements Below; Wall Elements Above; Wall Element Outline Only; Column Elements Below; Column Elements Above; Slab Elements; Slab Element Outline Only; Scale = 1:250 Factored LC: 1.2D + 1.6L + 0.5Lr - Bending Moment Plot (Minimum Values) (Y-Axis Direction) One Contour = 2 Kips Min Value = -118.1 Kips @ (1206,-66.94) Max Value = 9.323 Kips @ (1278,-78.44) PODIUM SLAB CALCULATION - 240022 PODIUM SLAB.cpt - 12/22/2024 Factored LC: 1.2D + 1.6L + 0.5Lr: Min My Plan Factored LC: 1.2D + 1.6L + 0.5Lr: Min My Plan - 42 233 of 427 R Ms=-60.3 R Ms=5.53 R Ms=0.749 R Ms=-1.29 R Ms=3.96 R Ms=-34 R Ms=-3.42 R Ms=-12.2 R Ms=76.7 R S Fz=105 Mr=-0.00671 Ms=-810 R S Fz=11.1 Mr=3.08 Ms=-26.4 R S Fz=75.9 Mr=-111 Ms=-784 R S Fz=45 Mr=13.8 Ms=-0.185 R S Fz=52.3 Mr=23.1 Ms=-6.51 R S Fz=45.7 Mr=17.6 Ms=2 R S Fz=295 Mr=67.6 Ms=-912 R S Fz=12 Mr=2.78 Ms=0.271 R S Fz=404 Mr=-33 Ms=700 R S Fz=12.9 Mr=3.21 Ms=-0.39 R S Fz=49.3 Mr=18.2 Ms=0.69 R S Fz=68.3 Mr=-14.3 Ms=451 R S Fz=15 Mr=-1.5 Ms=-19 R S Fz=38.4 Mr=17 Ms=12.1 R S Fz=40.7 Mr=-11.4 Ms=73.5 R S Fz=37.2 Mr=14.6 Ms=-11.3 R S Fz=20.5 Mr=3.77 Ms=0.266 R S Fz=22.3 Mr=3.05 Ms=-0.131 R S Fz=301 Mr=10.9 Ms=1580 R S Fz=-9.24 Mr=3.19 Ms=-21.4 R S Fz=34.4 Mr=8.94 Ms=5.63 R S Fz=22.1 Mr=-3.79 Ms=22.3 R S Fz=7.36 Mr=1.06 Ms=9.23 R S Fz=17.4 Mr=-5.33 Ms=-26.4 R S Fz=114 Mr=48.5 Ms=-824 R S Fz=12 Mr=8.76 Ms=-34.8 R S Fz=68.1 Mr=3.35 Ms=-92.8 R S Fz=142 Mr=5.27 Ms=-21.2 R S Fz= 1 3 . 5 Mr=- 2 . 14 Ms= 1 3 . 3 R S Fz=6.93 Mr=0.231 Ms=15.5 R S Fz=12.6 Mr=2.88 Ms=-27.7 R S Fz=38.3 Mr=12.8 Ms=38.8 R S Fz=32.3 Mr=3.62 Ms=-11.6 R S Fr=10.1 Fs=-0.734 Fz=310 Mr=-0.588 Ms=-77.8 R S Fr=13.4 Fs=0.347 Fz=545 Mr=7.26 Ms=-113 R S Fr=-2.68 Fs=4.94 Fz=479 Mr=37 Ms=14.4 R S Fr=0.706 Fs=7.49 Fz=486 Mr=51.9 Ms=-10.7 R S Fr=-25.8 Fs=-7.42 Fz=175 Mr=-55.8 Ms=168 R S Fr=4.63 Fs=-5.81 Fz=176 Mr=-47.5 Ms=-53.7 R S Fr=-0.403 Fs=1.18 Fz=20 Mr=5.94 Ms=3.13 Factored LC: 1.2D + 1.6L + 0.5Lr: User Lines; User Notes; User Dimensions; Drawing Import: User Lines; User Notes; User Dimensions; Element: Wall Elements Below; Wall Elements Above; Wall Element Outline Only; Column Elements Below; Column Elements Above; Slab Elements; Slab Element Outline Only; Scale = 1:250 Factored LC: 1.2D + 1.6L + 0.5Lr - Reaction Plot: (Wall Below,Column Below,Point Spring,Line Spring,Point Support,Line Support)(Fr,Fs,Fz,Mr,Ms,Mz)(Standard Context) PODIUM SLAB CALCULATION - 240022 PODIUM SLAB.cpt - 12/22/2024 Factored LC: 1.2D + 1.6L + 0.5Lr: Std Reactions Plan Factored LC: 1.2D + 1.6L + 0.5Lr: Std Reactions Plan - 43 234 of 427 R S Fr=10.1 Fs=-0.734 Fz=310 Mr=-0.588 Ms=-77.8 R S Fr=13.4 Fs=0.347 Fz=545 Mr=7.26 Ms=-113 R S Fr=-2.68 Fs=4.94 Fz=479 Mr=37 Ms=14.4 R S Fr=0.706 Fs=7.49 Fz=486 Mr=51.9 Ms=-10.7 R S Fr=-25.8 Fs=-7.42 Fz=175 Mr=-55.8 Ms=168 R S Fr=4.63 Fs=-5.81 Fz=176 Mr=-47.5 Ms=-53.7 R S Fr=-0.403 Fs=1.18 Fz=20 Mr=5.94 Ms=3.13 Factored LC: 1.2D + 1.6L + 0.5Lr: User Lines; User Notes; User Dimensions; Drawing Import: User Lines; User Notes; User Dimensions; Element: Wall Elements Below; Wall Elements Above; Wall Element Outline Only; Column Elements Below; Column Elements Above; Slab Elements; Slab Element Outline Only; Scale = 1:250 Factored LC: 1.2D + 1.6L + 0.5Lr - Reaction Plot: (Column Below)(Fr,Fs,Fz,Mr,Ms,Mz)(Max Fz Context) PODIUM SLAB CALCULATION - 240022 PODIUM SLAB.cpt - 12/22/2024 Factored LC: 1.2D + 1.6L + 0.5Lr: Max Reactions Plan Factored LC: 1.2D + 1.6L + 0.5Lr: Max Reactions Plan - 44 235 of 427 R S Fr=4.46 Fs=-0.53 Fz=143 Mr=-2.68 Ms=-34.2 R S Fr=5.45 Fs=0.889 Fz=221 Mr=7.59 Ms=-45.1 R S Fr=-0.766 Fs=1.39 Fz=218 Mr=10.1 Ms=3.42 R S Fr=-0.171 Fs=2.39 Fz=223 Mr=16.1 Ms=-1.22 R S Fr=-11 Fs=-2.45 Fz=77.3 Mr=-18.8 Ms=73 R S Fr=2.17 Fs=-2.18 Fz=69.7 Mr=-18 Ms=-23.1 R S Fr=-0.144 Fs=0.486 Fz=7.07 Mr=2.65 Ms=1.1 Factored LC: 1.2D + 1.6L + 0.5Lr: User Lines; User Notes; User Dimensions; Drawing Import: User Lines; User Notes; User Dimensions; Element: Wall Elements Below; Wall Elements Above; Wall Element Outline Only; Column Elements Below; Column Elements Above; Slab Elements; Slab Element Outline Only; Scale = 1:250 Factored LC: 1.2D + 1.6L + 0.5Lr - Reaction Plot: (Column Below)(Fr,Fs,Fz,Mr,Ms,Mz)(Min Fz Context) PODIUM SLAB CALCULATION - 240022 PODIUM SLAB.cpt - 12/22/2024 Factored LC: 1.2D + 1.6L + 0.5Lr: Min Reactions Plan Factored LC: 1.2D + 1.6L + 0.5Lr: Min Reactions Plan - 45 236 of 427 0 0 0 0 10 0 0 -20 10 -40 10 10 10 10 -30 -30 10 0 -50 0 -10 10 0 10 10 0 0 10 10 0 0 0 0 20 -40 0 20 -20 -10 -40 0 0 10 0 10 10 -10 10 10 00 10 -10 -30 -10 -10 -20 30 -40 10 10 0 0 0 -10 0 20 0 -10 10 10 0 0 0 0 0 0 0 0 Factored LC: 1.2D + f1L + 1.6Lr: User Lines; User Notes; User Dimensions; Drawing Import: User Lines; User Notes; User Dimensions; Element: Wall Elements Below; Wall Elements Above; Wall Element Outline Only; Column Elements Below; Column Elements Above; Slab Elements; Slab Element Outline Only; Scale = 1:250 Factored LC: 1.2D + f1L + 1.6Lr - Bending Moment Plot (Maximum Values) (X-Axis Direction) One Contour = 2 Kips Min Value = -57.94 Kips @ (1206,-66.94) Max Value = 35.61 Kips @ (1287,-77.57) PODIUM SLAB CALCULATION - 240022 PODIUM SLAB.cpt - 12/22/2024 Factored LC: 1.2D + f1L + 1.6Lr: Max Mx Plan Factored LC: 1.2D + f1L + 1.6Lr: Max Mx Plan - 46 237 of 427 0 0 0 0 0 -10 -10 0 -10 -10 -50 -60 0 0 -10 -60 0 -50 -90 -20 0 -20 -60 -50 0 -40 -10 0 0 -10 0 0 -10 0 -20 -20 -20 -50 0 -40 -10 -60 -30 -10 -60 0 -20 -10 0 -20 -20 0 -20 0 0 -10 -10 -10 -10 10 -20 -60 -40 -60 10 0 -40 -20 -50 -70-30 -20 -10 -10 0 -30 -10 0 -40 0 0 -20 0 0 0 0 0 0 0 0 0 0 0 Factored LC: 1.2D + f1L + 1.6Lr: User Lines; User Notes; User Dimensions; Drawing Import: User Lines; User Notes; User Dimensions; Element: Wall Elements Below; Wall Elements Above; Wall Element Outline Only; Column Elements Below; Column Elements Above; Slab Elements; Slab Element Outline Only; Scale = 1:250 Factored LC: 1.2D + f1L + 1.6Lr - Bending Moment Plot (Minimum Values) (X-Axis Direction) One Contour = 2 Kips Min Value = -119 Kips @ (1206,-66.94) Max Value = 16.39 Kips @ (1287,-77.57) PODIUM SLAB CALCULATION - 240022 PODIUM SLAB.cpt - 12/22/2024 Factored LC: 1.2D + f1L + 1.6Lr: Min Mx Plan Factored LC: 1.2D + f1L + 1.6Lr: Min Mx Plan - 47 238 of 427 0 0 0 0 0 5 5 5 5 0 0 0 5 0 0 -20 0 0 -5 -35 -25 10 -15 -45 -25 10 0 -10 -15 0 0 0 5 5 -5 5 10 10 10 15 15 10 15 10 15 5 5 5 0 -5 10 0 0 -5 -10 0 0 -25 -10 -10 -25 0 0 -40 -5 -25 -10 -5 -5 0 0 0 10 0 0 -5 10 10 5 5 5 0 0 0 -10 5 -10 -25 0 -45 -45 -5 -45 -35 -15 -30-15 -10 -5 5 0 10 15 10 10 5 5 5 0 -5 -5 0 -5 5 0 0 0 0 0 0 -5 5 0 15 0 0 Factored LC: 1.2D + f1L + 1.6Lr: User Lines; User Notes; User Dimensions; Drawing Import: User Lines; User Notes; User Dimensions; Element: Wall Elements Below; Wall Elements Above; Wall Element Outline Only; Column Elements Below; Column Elements Above; Slab Elements; Slab Element Outline Only; Scale = 1:250 Factored LC: 1.2D + f1L + 1.6Lr - Bending Moment Plot (Maximum Values) (Y-Axis Direction) One Contour = 1 Kips Min Value = -50.82 Kips @ (1262,-93.1) Max Value = 19.63 Kips @ (1278,-78.44) PODIUM SLAB CALCULATION - 240022 PODIUM SLAB.cpt - 12/22/2024 Factored LC: 1.2D + f1L + 1.6Lr: Max My Plan Factored LC: 1.2D + f1L + 1.6Lr: Max My Plan - 48 239 of 427 0 0 0 0 0 0 0 0 0 -20 0 -30 -30 0 -30 -80 -10 -50 -90 -70 -10 0 -50 -10 0 -10 0 0 0 0 -10 0 0 -10 0 -10 -30 -40 0 -80 -20 -20 -40 -10 -30 -20 -10 0 -10 0 0 0 0 0 0 0 0 -10 -60 -50-20 0 -60-30 0 -70 -30 0 -10 0 0 0 0 0 0 0 0 0 -10 0 0 0 -10 0 0 0 Factored LC: 1.2D + f1L + 1.6Lr: User Lines; User Notes; User Dimensions; Drawing Import: User Lines; User Notes; User Dimensions; Element: Wall Elements Below; Wall Elements Above; Wall Element Outline Only; Column Elements Below; Column Elements Above; Slab Elements; Slab Element Outline Only; Scale = 1:250 Factored LC: 1.2D + f1L + 1.6Lr - Bending Moment Plot (Minimum Values) (Y-Axis Direction) One Contour = 2 Kips Min Value = -97.45 Kips @ (1206,-66.94) Max Value = 9.323 Kips @ (1278,-78.44) PODIUM SLAB CALCULATION - 240022 PODIUM SLAB.cpt - 12/22/2024 Factored LC: 1.2D + f1L + 1.6Lr: Min My Plan Factored LC: 1.2D + f1L + 1.6Lr: Min My Plan - 49 240 of 427 R Ms=-53.1 R Ms=4.69 R Ms=1.12 R Ms=-0.797 R Ms=3.14 R Ms=-28.3 R Ms=-2.82 R Ms=-10.4 R Ms=64.3 R S Fz=88.2 Mr=-0.00562 Ms=-678 R S Fz=9.69 Mr=2.72 Ms=-23.2 R S Fz=64.6 Mr=-93.4 Ms=-661 R S Fz=39.6 Mr=12.3 Ms=-0.262 R S Fz=46 Mr=20.5 Ms=-5.61 R S Fz=40.4 Mr=15.8 Ms=1.43 R S Fz=243 Mr=56.1 Ms=-765 R S Fz=11 Mr=2.56 Ms=0.238 R S Fz=327 Mr=-27 Ms=546 R S Fz=11.7 Mr=2.93 Ms=-0.342 R S Fz=43.5 Mr=16.5 Ms=0.721 R S Fz=62.4 Mr=-12.3 Ms=393 R S Fz=12.8 Mr=-1.33 Ms=-16.4 R S Fz=34.3 Mr=15.5 Ms=10.3 R S Fz=36.2 Mr=-10.7 Ms=62.7 R S Fz=33.2 Mr=13.3 Ms=-9.78 R S Fz=18 Mr=3.38 Ms=0.237 R S Fz=19.8 Mr=2.73 Ms=-0.117 R S Fz=258 Mr=8.6 Ms=1340 R S Fz=-7.31 Mr=2.58 Ms=-17.8 R S Fz=30.4 Mr=8.03 Ms=5.13 R S Fz=18.4 Mr=-3.15 Ms=18.5 R S Fz=6.34 Mr=0.95 Ms=8.13 R S Fz=14.5 Mr=-4.43 Ms=-21.9 R S Fz=97.5 Mr=41.4 Ms=-667 R S Fz=9.45 Mr=6.95 Ms=-29.5 R S Fz=54.2 Mr=2.79 Ms=-75.9 R S Fz=117 Mr=4.35 Ms=-19 R S Fz= 1 1 . 3 Mr=- 1 . 78 Ms= 1 1 R S Fz=5.46 Mr=0.199 Ms=10.8 R S Fz=10.1 Mr=2.29 Ms=-22.1 R S Fz=30.7 Mr=10.2 Ms=30.8 R S Fz=25.6 Mr=2.85 Ms=-9.12 R S Fr=8.57 Fs=-0.724 Fz=265 Mr=-1.71 Ms=-65.7 R S Fr=11.1 Fs=0.661 Fz=451 Mr=8.33 Ms=-93.1 R S Fr=-2.06 Fs=3.79 Fz=409 Mr=28.2 Ms=10.7 R S Fr=0.356 Fs=5.88 Fz=415 Mr=40.5 Ms=-7.31 R S Fr=-21.6 Fs=-5.86 Fz=148 Mr=-44.2 Ms=142 R S Fr=3.98 Fs=-4.72 Fz=145 Mr=-38.7 Ms=-45.1 R S Fr=-0.324 Fs=0.981 Fz=16 Mr=5.04 Ms=2.51 Factored LC: 1.2D + f1L + 1.6Lr: User Lines; User Notes; User Dimensions; Drawing Import: User Lines; User Notes; User Dimensions; Element: Wall Elements Below; Wall Elements Above; Wall Element Outline Only; Column Elements Below; Column Elements Above; Slab Elements; Slab Element Outline Only; Scale = 1:250 Factored LC: 1.2D + f1L + 1.6Lr - Reaction Plot: (Wall Below,Column Below,Point Spring,Line Spring,Point Support,Line Support)(Fr,Fs,Fz,Mr,Ms,Mz)(Standard Context) PODIUM SLAB CALCULATION - 240022 PODIUM SLAB.cpt - 12/22/2024 Factored LC: 1.2D + f1L + 1.6Lr: Std Reactions Plan Factored LC: 1.2D + f1L + 1.6Lr: Std Reactions Plan - 50 241 of 427 R S Fr=8.57 Fs=-0.724 Fz=265 Mr=-1.71 Ms=-65.7 R S Fr=11.1 Fs=0.661 Fz=451 Mr=8.33 Ms=-93.1 R S Fr=-2.06 Fs=3.79 Fz=409 Mr=28.2 Ms=10.7 R S Fr=0.356 Fs=5.88 Fz=415 Mr=40.5 Ms=-7.31 R S Fr=-21.6 Fs=-5.86 Fz=148 Mr=-44.2 Ms=142 R S Fr=3.98 Fs=-4.72 Fz=145 Mr=-38.7 Ms=-45.1 R S Fr=-0.324 Fs=0.981 Fz=16 Mr=5.04 Ms=2.51 Factored LC: 1.2D + f1L + 1.6Lr: User Lines; User Notes; User Dimensions; Drawing Import: User Lines; User Notes; User Dimensions; Element: Wall Elements Below; Wall Elements Above; Wall Element Outline Only; Column Elements Below; Column Elements Above; Slab Elements; Slab Element Outline Only; Scale = 1:250 Factored LC: 1.2D + f1L + 1.6Lr - Reaction Plot: (Column Below)(Fr,Fs,Fz,Mr,Ms,Mz)(Max Fz Context) PODIUM SLAB CALCULATION - 240022 PODIUM SLAB.cpt - 12/22/2024 Factored LC: 1.2D + f1L + 1.6Lr: Max Reactions Plan Factored LC: 1.2D + f1L + 1.6Lr: Max Reactions Plan - 51 242 of 427 R S Fr=4.46 Fs=-0.53 Fz=143 Mr=-2.68 Ms=-34.2 R S Fr=5.45 Fs=0.889 Fz=221 Mr=7.59 Ms=-45.1 R S Fr=-0.766 Fs=1.39 Fz=218 Mr=10.1 Ms=3.42 R S Fr=-0.171 Fs=2.39 Fz=223 Mr=16.1 Ms=-1.22 R S Fr=-11 Fs=-2.45 Fz=77.3 Mr=-18.8 Ms=73 R S Fr=2.17 Fs=-2.18 Fz=69.7 Mr=-18 Ms=-23.1 R S Fr=-0.144 Fs=0.486 Fz=7.07 Mr=2.65 Ms=1.1 Factored LC: 1.2D + f1L + 1.6Lr: User Lines; User Notes; User Dimensions; Drawing Import: User Lines; User Notes; User Dimensions; Element: Wall Elements Below; Wall Elements Above; Wall Element Outline Only; Column Elements Below; Column Elements Above; Slab Elements; Slab Element Outline Only; Scale = 1:250 Factored LC: 1.2D + f1L + 1.6Lr - Reaction Plot: (Column Below)(Fr,Fs,Fz,Mr,Ms,Mz)(Min Fz Context) PODIUM SLAB CALCULATION - 240022 PODIUM SLAB.cpt - 12/22/2024 Factored LC: 1.2D + f1L + 1.6Lr: Min Reactions Plan Factored LC: 1.2D + f1L + 1.6Lr: Min Reactions Plan - 52 243 of 427 0 0 0 0 10 0 0 10 -20 0 -10 -10 0 -20 -40 10 10 -10 0 -10 -30 -20 -10 10 20 10 10 0 0 0 0 0 20 10 -10 0 -10 0 -30 10 -10 10 -10 -10 0 10 -10 10 10 20 0 0 20 2020 -20 0 -10 0 10 30 -20 -10 -30 10 0 10 10 0 10 -10 0 20 -10 -10 0 0 0 10 0 0 0 0 0 0 0 Factored LC: 1.2D + 1.6L + 0.5S: User Lines; User Notes; User Dimensions; Drawing Import: User Lines; User Notes; User Dimensions; Element: Wall Elements Below; Wall Elements Above; Wall Element Outline Only; Column Elements Below; Column Elements Above; Slab Elements; Slab Element Outline Only; Scale = 1:250 Factored LC: 1.2D + 1.6L + 0.5S - Bending Moment Plot (Maximum Values) (X-Axis Direction) One Contour = 2 Kips Min Value = -57.94 Kips @ (1206,-66.94) Max Value = 43.86 Kips @ (1287,-77.57) PODIUM SLAB CALCULATION - 240022 PODIUM SLAB.cpt - 12/22/2024 Factored LC: 1.2D + 1.6L + 0.5S: Max Mx Plan Factored LC: 1.2D + 1.6L + 0.5S: Max Mx Plan - 53 244 of 427 0 0 0 0 0 0 0 0 -50 -25 0 0 -50 -25 -75 0 -25 0 0 0 0 0 -25 -25 0 -100 -50 -75 -25 -25 -25 0 0 0 0 0 0 0 0 0 -50 -75 0 0 0 -25 -25-25 0 0 0 0 00 0 0 0 0 0 Factored LC: 1.2D + 1.6L + 0.5S: User Lines; User Notes; User Dimensions; Drawing Import: User Lines; User Notes; User Dimensions; Element: Wall Elements Below; Wall Elements Above; Wall Element Outline Only; Column Elements Below; Column Elements Above; Slab Elements; Slab Element Outline Only; Scale = 1:250 Factored LC: 1.2D + 1.6L + 0.5S - Bending Moment Plot (Minimum Values) (X-Axis Direction) One Contour = 5 Kips Min Value = -144.1 Kips @ (1206,-66.94) Max Value = 16.39 Kips @ (1287,-77.57) PODIUM SLAB CALCULATION - 240022 PODIUM SLAB.cpt - 12/22/2024 Factored LC: 1.2D + 1.6L + 0.5S: Min Mx Plan Factored LC: 1.2D + 1.6L + 0.5S: Min Mx Plan - 54 245 of 427 0 0 0 0 0 5 5 5 0 10 5 5 5 5 -10 0 0 -15 0 0 -25 -30 -5 5 -20 -35 -40 -5 -10 -10 -20 5 -5 -5 -5 15 5 5 5 10 10 5 15 15 15 20 10 15 10 20 10 10 15 10 5 10 10 -5 5 5 -5 -5 0 -5 -30 -10 -10 -40 0 -5 -45 -10 -35 -10 -5 0 0 0 0 10 -5 15 0 -5 15 5 10 10 10 0 10 -5 10 -5 -15 0 0 -20 0 -10 -10 -5 -45 -10 -20 -15-10 0 0 0 5 10 15 10 15 15 10 10 -10 0 -10 -5 0 -5 5 5 5 5 0 0 0 -5 5 0 15 5 0 Factored LC: 1.2D + 1.6L + 0.5S: User Lines; User Notes; User Dimensions; Drawing Import: User Lines; User Notes; User Dimensions; Element: Wall Elements Below; Wall Elements Above; Wall Element Outline Only; Column Elements Below; Column Elements Above; Slab Elements; Slab Element Outline Only; Scale = 1:250 Factored LC: 1.2D + 1.6L + 0.5S - Bending Moment Plot (Maximum Values) (Y-Axis Direction) One Contour = 1 Kips Min Value = -50.82 Kips @ (1262,-93.1) Max Value = 23.98 Kips @ (1276,-78.44) PODIUM SLAB CALCULATION - 240022 PODIUM SLAB.cpt - 12/22/2024 Factored LC: 1.2D + 1.6L + 0.5S: Max My Plan Factored LC: 1.2D + 1.6L + 0.5S: Max My Plan - 55 246 of 427 0 0 0 0 0 0 0 0 -10 0 0 -20 -50 -10 -10 -30 -80 -40 0 -10 -100 -90 -20 -20 -10 -60 -60 0 -10 -30 -10 0 0 0 0 0 0 -20 -10 0 -20 -60 -20 0 -60 -40 -30 -90 -30 -20 -40 -40 -20 -20 -10 0 0 0 0 0 0 0 -20 0 -40 -70 -10 -110 -20 -20 -10 -100 -90 -50 -80 -30 -10 -10 0 0 -10 -30 -10 -20 0 -10 0 0 -10 0 0 -20 -10 0 -10 0 0 Factored LC: 1.2D + 1.6L + 0.5S: User Lines; User Notes; User Dimensions; Drawing Import: User Lines; User Notes; User Dimensions; Element: Wall Elements Below; Wall Elements Above; Wall Element Outline Only; Column Elements Below; Column Elements Above; Slab Elements; Slab Element Outline Only; Scale = 1:250 Factored LC: 1.2D + 1.6L + 0.5S - Bending Moment Plot (Minimum Values) (Y-Axis Direction) One Contour = 2 Kips Min Value = -118.1 Kips @ (1206,-66.94) Max Value = 9.323 Kips @ (1278,-78.44) PODIUM SLAB CALCULATION - 240022 PODIUM SLAB.cpt - 12/22/2024 Factored LC: 1.2D + 1.6L + 0.5S: Min My Plan Factored LC: 1.2D + 1.6L + 0.5S: Min My Plan - 56 247 of 427 R Ms=-60.3 R Ms=5.53 R Ms=0.749 R Ms=-1.29 R Ms=3.96 R Ms=-34 R Ms=-3.42 R Ms=-12.2 R Ms=76.7 R S Fz=105 Mr=-0.00671 Ms=-810 R S Fz=11.1 Mr=3.08 Ms=-26.4 R S Fz=75.9 Mr=-111 Ms=-784 R S Fz=45 Mr=13.8 Ms=-0.185 R S Fz=52.3 Mr=23.1 Ms=-6.51 R S Fz=45.7 Mr=17.6 Ms=2 R S Fz=295 Mr=67.6 Ms=-912 R S Fz=12 Mr=2.78 Ms=0.271 R S Fz=404 Mr=-33 Ms=700 R S Fz=12.9 Mr=3.21 Ms=-0.39 R S Fz=49.3 Mr=18.2 Ms=0.69 R S Fz=68.3 Mr=-14.3 Ms=451 R S Fz=15 Mr=-1.5 Ms=-19 R S Fz=38.4 Mr=17 Ms=12.1 R S Fz=40.7 Mr=-11.4 Ms=73.5 R S Fz=37.2 Mr=14.6 Ms=-11.3 R S Fz=20.5 Mr=3.77 Ms=0.266 R S Fz=22.3 Mr=3.05 Ms=-0.131 R S Fz=301 Mr=10.9 Ms=1580 R S Fz=-9.24 Mr=3.19 Ms=-21.4 R S Fz=34.4 Mr=8.94 Ms=5.63 R S Fz=22.1 Mr=-3.79 Ms=22.3 R S Fz=7.36 Mr=1.06 Ms=9.23 R S Fz=17.4 Mr=-5.33 Ms=-26.4 R S Fz=114 Mr=48.5 Ms=-824 R S Fz=12 Mr=8.76 Ms=-34.8 R S Fz=68.1 Mr=3.35 Ms=-92.8 R S Fz=142 Mr=5.27 Ms=-21.2 R S Fz= 1 3 . 5 Mr=- 2 . 14 Ms= 1 3 . 3 R S Fz=6.93 Mr=0.231 Ms=15.5 R S Fz=12.6 Mr=2.88 Ms=-27.7 R S Fz=38.3 Mr=12.8 Ms=38.8 R S Fz=32.3 Mr=3.62 Ms=-11.6 R S Fr=10.1 Fs=-0.734 Fz=310 Mr=-0.588 Ms=-77.8 R S Fr=13.4 Fs=0.347 Fz=545 Mr=7.26 Ms=-113 R S Fr=-2.68 Fs=4.94 Fz=479 Mr=37 Ms=14.4 R S Fr=0.706 Fs=7.49 Fz=486 Mr=51.9 Ms=-10.7 R S Fr=-25.8 Fs=-7.42 Fz=175 Mr=-55.8 Ms=168 R S Fr=4.63 Fs=-5.81 Fz=176 Mr=-47.5 Ms=-53.7 R S Fr=-0.403 Fs=1.18 Fz=20 Mr=5.94 Ms=3.13 Factored LC: 1.2D + 1.6L + 0.5S: User Lines; User Notes; User Dimensions; Drawing Import: User Lines; User Notes; User Dimensions; Element: Wall Elements Below; Wall Elements Above; Wall Element Outline Only; Column Elements Below; Column Elements Above; Slab Elements; Slab Element Outline Only; Scale = 1:250 Factored LC: 1.2D + 1.6L + 0.5S - Reaction Plot: (Wall Below,Column Below,Point Spring,Line Spring,Point Support,Line Support)(Fr,Fs,Fz,Mr,Ms,Mz)(Standard Context) PODIUM SLAB CALCULATION - 240022 PODIUM SLAB.cpt - 12/22/2024 Factored LC: 1.2D + 1.6L + 0.5S: Std Reactions Plan Factored LC: 1.2D + 1.6L + 0.5S: Std Reactions Plan - 57 248 of 427 R S Fr=10.1 Fs=-0.734 Fz=310 Mr=-0.588 Ms=-77.8 R S Fr=13.4 Fs=0.347 Fz=545 Mr=7.26 Ms=-113 R S Fr=-2.68 Fs=4.94 Fz=479 Mr=37 Ms=14.4 R S Fr=0.706 Fs=7.49 Fz=486 Mr=51.9 Ms=-10.7 R S Fr=-25.8 Fs=-7.42 Fz=175 Mr=-55.8 Ms=168 R S Fr=4.63 Fs=-5.81 Fz=176 Mr=-47.5 Ms=-53.7 R S Fr=-0.403 Fs=1.18 Fz=20 Mr=5.94 Ms=3.13 Factored LC: 1.2D + 1.6L + 0.5S: User Lines; User Notes; User Dimensions; Drawing Import: User Lines; User Notes; User Dimensions; Element: Wall Elements Below; Wall Elements Above; Wall Element Outline Only; Column Elements Below; Column Elements Above; Slab Elements; Slab Element Outline Only; Scale = 1:250 Factored LC: 1.2D + 1.6L + 0.5S - Reaction Plot: (Column Below)(Fr,Fs,Fz,Mr,Ms,Mz)(Max Fz Context) PODIUM SLAB CALCULATION - 240022 PODIUM SLAB.cpt - 12/22/2024 Factored LC: 1.2D + 1.6L + 0.5S: Max Reactions Plan Factored LC: 1.2D + 1.6L + 0.5S: Max Reactions Plan - 58 249 of 427 R S Fr=4.46 Fs=-0.53 Fz=143 Mr=-2.68 Ms=-34.2 R S Fr=5.45 Fs=0.889 Fz=221 Mr=7.59 Ms=-45.1 R S Fr=-0.766 Fs=1.39 Fz=218 Mr=10.1 Ms=3.42 R S Fr=-0.171 Fs=2.39 Fz=223 Mr=16.1 Ms=-1.22 R S Fr=-11 Fs=-2.45 Fz=77.3 Mr=-18.8 Ms=73 R S Fr=2.17 Fs=-2.18 Fz=69.7 Mr=-18 Ms=-23.1 R S Fr=-0.144 Fs=0.486 Fz=7.07 Mr=2.65 Ms=1.1 Factored LC: 1.2D + 1.6L + 0.5S: User Lines; User Notes; User Dimensions; Drawing Import: User Lines; User Notes; User Dimensions; Element: Wall Elements Below; Wall Elements Above; Wall Element Outline Only; Column Elements Below; Column Elements Above; Slab Elements; Slab Element Outline Only; Scale = 1:250 Factored LC: 1.2D + 1.6L + 0.5S - Reaction Plot: (Column Below)(Fr,Fs,Fz,Mr,Ms,Mz)(Min Fz Context) PODIUM SLAB CALCULATION - 240022 PODIUM SLAB.cpt - 12/22/2024 Factored LC: 1.2D + 1.6L + 0.5S: Min Reactions Plan Factored LC: 1.2D + 1.6L + 0.5S: Min Reactions Plan - 59 250 of 427 0 0 0 0 10 0 0 -20 10 -40 10 10 10 10 -30 -30 10 0 -50 0 -10 10 0 10 10 0 0 10 10 0 0 0 0 20 -40 0 20 -20 -10 -40 0 0 10 0 10 10 -10 10 10 00 10 -10 -30 -10 -10 -20 30 -40 10 10 0 0 0 -10 0 20 0 -10 10 10 0 0 0 0 0 0 0 0 Factored LC: 1.2D + f1L + 1.6S: User Lines; User Notes; User Dimensions; Drawing Import: User Lines; User Notes; User Dimensions; Element: Wall Elements Below; Wall Elements Above; Wall Element Outline Only; Column Elements Below; Column Elements Above; Slab Elements; Slab Element Outline Only; Scale = 1:250 Factored LC: 1.2D + f1L + 1.6S - Bending Moment Plot (Maximum Values) (X-Axis Direction) One Contour = 2 Kips Min Value = -57.94 Kips @ (1206,-66.94) Max Value = 35.61 Kips @ (1287,-77.57) PODIUM SLAB CALCULATION - 240022 PODIUM SLAB.cpt - 12/22/2024 Factored LC: 1.2D + f1L + 1.6S: Max Mx Plan Factored LC: 1.2D + f1L + 1.6S: Max Mx Plan - 60 251 of 427 0 0 0 0 0 -10 -10 0 -10 -10 -50 -60 0 0 -10 -60 0 -50 -90 -20 0 -20 -60 -50 0 -40 -10 0 0 -10 0 0 -10 0 -20 -20 -20 -50 0 -40 -10 -60 -30 -10 -60 0 -20 -10 0 -20 -20 0 -20 0 0 -10 -10 -10 -10 10 -20 -60 -40 -60 10 0 -40 -20 -50 -70-30 -20 -10 -10 0 -30 -10 0 -40 0 0 -20 0 0 0 0 0 0 0 0 0 0 0 Factored LC: 1.2D + f1L + 1.6S: User Lines; User Notes; User Dimensions; Drawing Import: User Lines; User Notes; User Dimensions; Element: Wall Elements Below; Wall Elements Above; Wall Element Outline Only; Column Elements Below; Column Elements Above; Slab Elements; Slab Element Outline Only; Scale = 1:250 Factored LC: 1.2D + f1L + 1.6S - Bending Moment Plot (Minimum Values) (X-Axis Direction) One Contour = 2 Kips Min Value = -119 Kips @ (1206,-66.94) Max Value = 16.39 Kips @ (1287,-77.57) PODIUM SLAB CALCULATION - 240022 PODIUM SLAB.cpt - 12/22/2024 Factored LC: 1.2D + f1L + 1.6S: Min Mx Plan Factored LC: 1.2D + f1L + 1.6S: Min Mx Plan - 61 252 of 427 0 0 0 0 0 5 5 5 5 0 0 0 5 0 0 -20 0 0 -5 -35 -25 10 -15 -45 -25 10 0 -10 -15 0 0 0 5 5 -5 5 10 10 10 15 15 10 15 10 15 5 5 5 0 -5 10 0 0 -5 -10 0 0 -25 -10 -10 -25 0 0 -40 -5 -25 -10 -5 -5 0 0 0 10 0 0 -5 10 10 5 5 5 0 0 0 -10 5 -10 -25 0 -45 -45 -5 -45 -35 -15 -30-15 -10 -5 5 0 10 15 10 10 5 5 5 0 -5 -5 0 -5 5 0 0 0 0 0 0 -5 5 0 15 0 0 Factored LC: 1.2D + f1L + 1.6S: User Lines; User Notes; User Dimensions; Drawing Import: User Lines; User Notes; User Dimensions; Element: Wall Elements Below; Wall Elements Above; Wall Element Outline Only; Column Elements Below; Column Elements Above; Slab Elements; Slab Element Outline Only; Scale = 1:250 Factored LC: 1.2D + f1L + 1.6S - Bending Moment Plot (Maximum Values) (Y-Axis Direction) One Contour = 1 Kips Min Value = -50.82 Kips @ (1262,-93.1) Max Value = 19.63 Kips @ (1278,-78.44) PODIUM SLAB CALCULATION - 240022 PODIUM SLAB.cpt - 12/22/2024 Factored LC: 1.2D + f1L + 1.6S: Max My Plan Factored LC: 1.2D + f1L + 1.6S: Max My Plan - 62 253 of 427 0 0 0 0 0 0 0 0 0 -20 0 -30 -30 0 -30 -80 -10 -50 -90 -70 -10 0 -50 -10 0 -10 0 0 0 0 -10 0 0 -10 0 -10 -30 -40 0 -80 -20 -20 -40 -10 -30 -20 -10 0 -10 0 0 0 0 0 0 0 0 -10 -60 -50-20 0 -60-30 0 -70 -30 0 -10 0 0 0 0 0 0 0 0 0 -10 0 0 0 -10 0 0 0 Factored LC: 1.2D + f1L + 1.6S: User Lines; User Notes; User Dimensions; Drawing Import: User Lines; User Notes; User Dimensions; Element: Wall Elements Below; Wall Elements Above; Wall Element Outline Only; Column Elements Below; Column Elements Above; Slab Elements; Slab Element Outline Only; Scale = 1:250 Factored LC: 1.2D + f1L + 1.6S - Bending Moment Plot (Minimum Values) (Y-Axis Direction) One Contour = 2 Kips Min Value = -97.45 Kips @ (1206,-66.94) Max Value = 9.323 Kips @ (1278,-78.44) PODIUM SLAB CALCULATION - 240022 PODIUM SLAB.cpt - 12/22/2024 Factored LC: 1.2D + f1L + 1.6S: Min My Plan Factored LC: 1.2D + f1L + 1.6S: Min My Plan - 63 254 of 427 R Ms=-53.1 R Ms=4.69 R Ms=1.12 R Ms=-0.797 R Ms=3.14 R Ms=-28.3 R Ms=-2.82 R Ms=-10.4 R Ms=64.3 R S Fz=88.2 Mr=-0.00562 Ms=-678 R S Fz=9.69 Mr=2.72 Ms=-23.2 R S Fz=64.6 Mr=-93.4 Ms=-661 R S Fz=39.6 Mr=12.3 Ms=-0.262 R S Fz=46 Mr=20.5 Ms=-5.61 R S Fz=40.4 Mr=15.8 Ms=1.43 R S Fz=243 Mr=56.1 Ms=-765 R S Fz=11 Mr=2.56 Ms=0.238 R S Fz=327 Mr=-27 Ms=546 R S Fz=11.7 Mr=2.93 Ms=-0.342 R S Fz=43.5 Mr=16.5 Ms=0.721 R S Fz=62.4 Mr=-12.3 Ms=393 R S Fz=12.8 Mr=-1.33 Ms=-16.4 R S Fz=34.3 Mr=15.5 Ms=10.3 R S Fz=36.2 Mr=-10.7 Ms=62.7 R S Fz=33.2 Mr=13.3 Ms=-9.78 R S Fz=18 Mr=3.38 Ms=0.237 R S Fz=19.8 Mr=2.73 Ms=-0.117 R S Fz=258 Mr=8.6 Ms=1340 R S Fz=-7.31 Mr=2.58 Ms=-17.8 R S Fz=30.4 Mr=8.03 Ms=5.13 R S Fz=18.4 Mr=-3.15 Ms=18.5 R S Fz=6.34 Mr=0.95 Ms=8.13 R S Fz=14.5 Mr=-4.43 Ms=-21.9 R S Fz=97.5 Mr=41.4 Ms=-667 R S Fz=9.45 Mr=6.95 Ms=-29.5 R S Fz=54.2 Mr=2.79 Ms=-75.9 R S Fz=117 Mr=4.35 Ms=-19 R S Fz= 1 1 . 3 Mr=- 1 . 78 Ms= 1 1 R S Fz=5.46 Mr=0.199 Ms=10.8 R S Fz=10.1 Mr=2.29 Ms=-22.1 R S Fz=30.7 Mr=10.2 Ms=30.8 R S Fz=25.6 Mr=2.85 Ms=-9.12 R S Fr=8.57 Fs=-0.724 Fz=265 Mr=-1.71 Ms=-65.7 R S Fr=11.1 Fs=0.661 Fz=451 Mr=8.33 Ms=-93.1 R S Fr=-2.06 Fs=3.79 Fz=409 Mr=28.2 Ms=10.7 R S Fr=0.356 Fs=5.88 Fz=415 Mr=40.5 Ms=-7.31 R S Fr=-21.6 Fs=-5.86 Fz=148 Mr=-44.2 Ms=142 R S Fr=3.98 Fs=-4.72 Fz=145 Mr=-38.7 Ms=-45.1 R S Fr=-0.324 Fs=0.981 Fz=16 Mr=5.04 Ms=2.51 Factored LC: 1.2D + f1L + 1.6S: User Lines; User Notes; User Dimensions; Drawing Import: User Lines; User Notes; User Dimensions; Element: Wall Elements Below; Wall Elements Above; Wall Element Outline Only; Column Elements Below; Column Elements Above; Slab Elements; Slab Element Outline Only; Scale = 1:250 Factored LC: 1.2D + f1L + 1.6S - Reaction Plot: (Wall Below,Column Below,Point Spring,Line Spring,Point Support,Line Support)(Fr,Fs,Fz,Mr,Ms,Mz)(Standard Context) PODIUM SLAB CALCULATION - 240022 PODIUM SLAB.cpt - 12/22/2024 Factored LC: 1.2D + f1L + 1.6S: Std Reactions Plan Factored LC: 1.2D + f1L + 1.6S: Std Reactions Plan - 64 255 of 427 R S Fr=8.57 Fs=-0.724 Fz=265 Mr=-1.71 Ms=-65.7 R S Fr=11.1 Fs=0.661 Fz=451 Mr=8.33 Ms=-93.1 R S Fr=-2.06 Fs=3.79 Fz=409 Mr=28.2 Ms=10.7 R S Fr=0.356 Fs=5.88 Fz=415 Mr=40.5 Ms=-7.31 R S Fr=-21.6 Fs=-5.86 Fz=148 Mr=-44.2 Ms=142 R S Fr=3.98 Fs=-4.72 Fz=145 Mr=-38.7 Ms=-45.1 R S Fr=-0.324 Fs=0.981 Fz=16 Mr=5.04 Ms=2.51 Factored LC: 1.2D + f1L + 1.6S: User Lines; User Notes; User Dimensions; Drawing Import: User Lines; User Notes; User Dimensions; Element: Wall Elements Below; Wall Elements Above; Wall Element Outline Only; Column Elements Below; Column Elements Above; Slab Elements; Slab Element Outline Only; Scale = 1:250 Factored LC: 1.2D + f1L + 1.6S - Reaction Plot: (Column Below)(Fr,Fs,Fz,Mr,Ms,Mz)(Max Fz Context) PODIUM SLAB CALCULATION - 240022 PODIUM SLAB.cpt - 12/22/2024 Factored LC: 1.2D + f1L + 1.6S: Max Reactions Plan Factored LC: 1.2D + f1L + 1.6S: Max Reactions Plan - 65 256 of 427 R S Fr=4.46 Fs=-0.53 Fz=143 Mr=-2.68 Ms=-34.2 R S Fr=5.45 Fs=0.889 Fz=221 Mr=7.59 Ms=-45.1 R S Fr=-0.766 Fs=1.39 Fz=218 Mr=10.1 Ms=3.42 R S Fr=-0.171 Fs=2.39 Fz=223 Mr=16.1 Ms=-1.22 R S Fr=-11 Fs=-2.45 Fz=77.3 Mr=-18.8 Ms=73 R S Fr=2.17 Fs=-2.18 Fz=69.7 Mr=-18 Ms=-23.1 R S Fr=-0.144 Fs=0.486 Fz=7.07 Mr=2.65 Ms=1.1 Factored LC: 1.2D + f1L + 1.6S: User Lines; User Notes; User Dimensions; Drawing Import: User Lines; User Notes; User Dimensions; Element: Wall Elements Below; Wall Elements Above; Wall Element Outline Only; Column Elements Below; Column Elements Above; Slab Elements; Slab Element Outline Only; Scale = 1:250 Factored LC: 1.2D + f1L + 1.6S - Reaction Plot: (Column Below)(Fr,Fs,Fz,Mr,Ms,Mz)(Min Fz Context) PODIUM SLAB CALCULATION - 240022 PODIUM SLAB.cpt - 12/22/2024 Factored LC: 1.2D + f1L + 1.6S: Min Reactions Plan Factored LC: 1.2D + f1L + 1.6S: Min Reactions Plan - 66 257 of 427 R S Fr=2.62 Fs=-0.0175 Fz=74.7 Mr=1.86 Ms=-20.2 R S Fr=3.83 Fs=-0.524 Fz=156 Mr=-1.79 Ms=-33 R S Fr=-1.04 Fs=1.93 Fz=117 Mr=14.7 Ms=6.15 R S Fr=0.584 Fs=2.69 Fz=118 Mr=19 Ms=-5.68 R S Fr=-6.95 Fs=-2.6 Fz=44.7 Mr=-19.2 Ms=44.3 R S Fr=1.09 Fs=-1.81 Fz=51.8 Mr=-14.7 Ms=-14.3 R S Fr=-0.132 Fs=0.333 Fz=6.58 Mr=1.51 Ms=1.03 LC for Design Column: Live (Unreducible) Loading: User Lines; User Notes; User Dimensions; Drawing Import: User Lines; User Notes; User Dimensions; Element: Wall Elements Below; Wall Elements Above; Wall Element Outline Only; Column Elements Below; Column Elements Above; Slab Elements; Slab Element Outline Only; Scale = 1:250 LC for Design Column: Live (Unreducible) Loading - Reaction Plot: (Column Below)(Fr,Fs,Fz,Mr,Ms,Mz)(Max Fz Context) PODIUM SLAB CALCULATION - 240022 PODIUM SLAB.cpt - 12/22/2024 LC for Design Column: Live (Unreducible) Loading: Max Rea LC for Design Column: Live (Unreducible) Loading: Max Reactions Plan - 67 258 of 427 R S Fr=2.62 Fs=-0.0175 Fz=74.7 Mr=1.86 Ms=-20.2 R S Fr=3.83 Fs=-0.524 Fz=156 Mr=-1.79 Ms=-33 R S Fr=-1.04 Fs=1.93 Fz=117 Mr=14.7 Ms=6.15 R S Fr=0.584 Fs=2.69 Fz=118 Mr=19 Ms=-5.68 R S Fr=-6.95 Fs=-2.6 Fz=44.7 Mr=-19.2 Ms=44.3 R S Fr=1.09 Fs=-1.81 Fz=51.8 Mr=-14.7 Ms=-14.3 R S Fr=-0.132 Fs=0.333 Fz=6.58 Mr=1.51 Ms=1.03 LC for Design Column: Live (Unreducible) Loading: User Lines; User Notes; User Dimensions; Drawing Import: User Lines; User Notes; User Dimensions; Element: Wall Elements Below; Wall Elements Above; Wall Element Outline Only; Column Elements Below; Column Elements Above; Slab Elements; Slab Element Outline Only; Scale = 1:250 LC for Design Column: Live (Unreducible) Loading - Reaction Plot: (Column Below)(Fr,Fs,Fz,Mr,Ms,Mz)(Min Fz Context) PODIUM SLAB CALCULATION - 240022 PODIUM SLAB.cpt - 12/22/2024 LC for Design Column: Live (Unreducible) Loading: Min Rea LC for Design Column: Live (Unreducible) Loading: Min Reactions Plan - 68 259 of 427 R S Fr=4.96 Fs=-0.589 Fz=159 Mr=-2.97 Ms=-38 R S Fr=6.06 Fs=0.988 Fz=246 Mr=8.44 Ms=-50.1 R S Fr=-0.851 Fs=1.55 Fz=243 Mr=11.2 Ms=3.8 R S Fr=-0.189 Fs=2.65 Fz=248 Mr=17.9 Ms=-1.36 R S Fr=-12.2 Fs=-2.72 Fz=85.9 Mr=-20.8 Ms=81.1 R S Fr=2.41 Fs=-2.42 Fz=77.5 Mr=-20 Ms=-25.6 R S Fr=-0.16 Fs=0.54 Fz=7.86 Mr=2.94 Ms=1.23 LC for Design Column: All Dead Loading: User Lines; User Notes; User Dimensions; Drawing Import: User Lines; User Notes; User Dimensions; Element: Wall Elements Below; Wall Elements Above; Wall Element Outline Only; Column Elements Below; Column Elements Above; Slab Elements; Slab Element Outline Only; Scale = 1:250 LC for Design Column: All Dead Loading - Reaction Plot: (Column Below)(Fr,Fs,Fz,Mr,Ms,Mz)(Max Fz Context) PODIUM SLAB CALCULATION - 240022 PODIUM SLAB.cpt - 12/22/2024 LC for Design Column: All Dead Loading: Max Reactions Pla LC for Design Column: All Dead Loading: Max Reactions Plan - 69 260 of 427 R S Fr=4.96 Fs=-0.589 Fz=159 Mr=-2.97 Ms=-38 R S Fr=6.06 Fs=0.988 Fz=246 Mr=8.44 Ms=-50.1 R S Fr=-0.851 Fs=1.55 Fz=243 Mr=11.2 Ms=3.8 R S Fr=-0.189 Fs=2.65 Fz=248 Mr=17.9 Ms=-1.36 R S Fr=-12.2 Fs=-2.72 Fz=85.9 Mr=-20.8 Ms=81.1 R S Fr=2.41 Fs=-2.42 Fz=77.5 Mr=-20 Ms=-25.6 R S Fr=-0.16 Fs=0.54 Fz=7.86 Mr=2.94 Ms=1.23 LC for Design Column: All Dead Loading: User Lines; User Notes; User Dimensions; Drawing Import: User Lines; User Notes; User Dimensions; Element: Wall Elements Below; Wall Elements Above; Wall Element Outline Only; Column Elements Below; Column Elements Above; Slab Elements; Slab Element Outline Only; Scale = 1:250 LC for Design Column: All Dead Loading - Reaction Plot: (Column Below)(Fr,Fs,Fz,Mr,Ms,Mz)(Min Fz Context) PODIUM SLAB CALCULATION - 240022 PODIUM SLAB.cpt - 12/22/2024 LC for Design Column: All Dead Loading: Min Reactions Pla LC for Design Column: All Dead Loading: Min Reactions Plan - 70 261 of 427 Design Strip: Latitude Span Boundaries; Latitude SSs; Latitude DSs; Latitude Strip Boundaries; Latitude SSSs; SSS Hatching; User Notes; User Lines; User Dimensions; Drawing Import: User Lines; User Notes; User Dimensions; Element: Wall Elements Above; Wall Elements Below; Wall Element Outline Only; Column Elements Above; Column Elements Below; Slab Elements; Slab Element Outline Only; Scale = 1:250 PODIUM SLAB CALCULATION - 240022 PODIUM SLAB.cpt - 12/22/2024 Design Strip: Latitude Design Spans Plan Design Strip: Latitude Design Spans Plan - 71 262 of 427 Design Strip: Longitude Span Boundaries; Longitude SSs; Longitude DSs; Longitude Strip Boundaries; Longitude SSSs; SSS Hatching; User Notes; User Lines; User Dimensions; Drawing Import: User Lines; User Notes; User Dimensions; Element: Wall Elements Above; Wall Elements Below; Wall Element Outline Only; Column Elements Above; Column Elements Below; Slab Elements; Slab Element Outline Only; Scale = 1:250 PODIUM SLAB CALCULATION - 240022 PODIUM SLAB.cpt - 12/22/2024 Design Strip: Longitude Design Spans Plan Design Strip: Longitude Design Spans Plan - 72 263 of 427 Design Strip: User Lines; User Notes; User Dimensions; Punching Checks; Punching Check Sections; Drawing Import: User Lines; User Notes; User Dimensions; Element: Wall Elements Below; Wall Elements Above; Wall Element Outline Only; Column Elements Below; Column Elements Above; Slab Elements; Slab Element Outline Only; Scale = 1:250 PODIUM SLAB CALCULATION - 240022 PODIUM SLAB.cpt - 12/22/2024 Design Strip: Punching Checks Plan Design Strip: Punching Checks Plan - 73 264 of 427 #5@16T #5@16T (4)#7x5T (7)#7x5.5T (6)#7x5.5T (4)#7x5.5T (4)#7x10.5T (4)#7x10.5T (3)#7x10.5T (6)#7x13T (5)#7x13.5T (7)#7x23.5T (4)#7x23.5T (14)#7x25.5T (2)#7x15.5T (20)#7x18T (5)#7x13.5T (5)#7x12T (4)#7x47.1T (4)#7x34T (4)#7x5.5T (5)#7x13T (1)#7x14T (5)#7x11.5T (7)#7x16.5T (5)#7x15T (17)#7x19.5T (4)#7x5.5T (2)#7x24.5T (12)#7x35T (6)#7x29.5T (9)#7x28.5T (6)#7x27.5T (2)#7x27.5T (5)#7x7.5T (5)#7x39.7T (9)#7x7T (4)#7x7T (4)#7x6T (19)#7x19.5T (4)#7x5T (5)#7x16.5T (4)#7x16.5T (4)#7x82T (7)#7x11.5T (6)#7x13T (2)#7x8.5T (2)#7x4.5T (2)#7x5T (1)#7x7.5T (6)#7x8.5T (2)#7x8.5T (8)#7x23.5T (4)#7x22T (4)#7x20.4T (3)#7x37.5T (5)#7x37T (6)#7x5T (2)#7x6.5T (2)#7x6.5T (3)#7x13T (1)#7x4T (2)#7x10.5T (2)#7x9.5T (2)#7x18.5T (4)#7x16.5T (2)#7x13.5T (1)#7x2.5T (5)#7x5.5T (3)#7x5T (1)#7x5.17T (4)#7x5.17T (1)#7x5.17T (2)#7x7.5T (3)#7x7.5T (4)#7x15T (2)#7x12.5T (2)#7x7.5T (2)#7x29.5T (2)#7x12.5T (1)#7x5.5T (2)#7x13T (3)#7x17.5T (2)#7x10T (3)#7x5.5T (14)#7x22T (16)#7x18T (3)#7x10T (3)#7x5.5T (2)#7x10T (2)#7x17.5T (3)#7x13T (3)#7x6T (3)#7x27.5T (3)#7x5T (3)#7x15.5T (1)#7x5T (1)#7x6T (3)#7x5T (6)#7x16.5T (3)#7x10T (4)#7x19T (8)#7x19T (3)#7x24T (3)#7x15.5T (3)#7x67.8T (3)#7x12.5T (8)#7x34T (2)#7x67.8T (2)#7x7T (3)#7x12T (2)#7x13.5T (2)#7x5.5T (3)#7x7T (13)#7x18T (2)#7x5.5T (13)#7x16.5T (3)#7x5.5T (3)#7x12T (3)#7x14.5T (2)#7x5T (1)#7x7.5T (4)#7x4T (1)#7x5T (11)#7x19.5T (7)#7x19.5T (3)#7x5T (4)#7x14.5T (2)#7x17T (2)#7x3.5T (1)#7x34.5T (1)#7x9.5T (1)#7x7.5T (2)#7x12.5T (2)#7x8T (2)#7x5T (2)#7x7.5T (2)#7x5T (1)#7x5.5T (1)#7x9.5T (1)#7x9T (1)#7x4T (1)#7x9T (1)#7x17.5T (1)#7x11T (2)#7x8T (3)#7x13T Reinforcement: Latitude User Concentrated Reinf.; Longitude User Concentrated Reinf.; Latitude Program Concentrated Reinf.; Longitude Program Concentrated Reinf.; Top Face Concentrated Reinf.; Both Faces Concentrated Reinf.; Concentrated Reinf. Descriptions; Concentrated Drawing Import: User Lines; User Notes; User Dimensions; Element: Wall Elements Above; Wall Elements Below; Wall Element Outline Only; Column Elements Above; Column Elements Below; Slab Elements; Slab Element Outline Only; Scale = 1:250 PODIUM SLAB CALCULATION - 240022 PODIUM SLAB.cpt - 12/22/2024 Reinforcement: Top Bars Plan Reinforcement: Top Bars Plan - 74 265 of 427 #5@16B #5@16B (4)#8x15B (4)#8x5.5B (2)#8x30B (4)#8x7.87B (4)#8x6.5B (2)#8x37B (2)#8x37B (4)#8x5.5B (5)#8x42.5B (3)#8x42.9B (2)#8x45B(1)#8x45B (3)#8x45B (4)#8x47.1B (1)#8x10.5B (5)#8x69.5B (4)#8x75.7B (2)#8x75.7B (4)#8x75.8B (4)#8x17.8B (4)#8x7B (2)#8x1.5B (5)#8x6.87B (5)#8x5.5B (1)#8x2.5B (5)#8x6B (4)#8x57B (4)#8x35B (1)#8x28B(4)#8x28B (1)#8x30B (5)#8x39.7B (5)#8x6B (3)#8x49.5B (5)#8x6.5B (5)#8x6.87B(4)#8x6B (5)#8x68B (3)#8x67.5B (4)#8x40.5B (1)#8x35.5B (2)#8x52B (4)#8x20.4B (3)#8x17B (2)#8x18B (2)#8x21.3B (6)#8x27B(1)#8x28.9B (3)#8x30B (3)#8x28B (1)#8x7B (5)#8x9.5B (2)#8x14B (2)#8x6.6B (1)#8x5.17B (3)#8x5.17B (2)#8x5.17B (3)#8x82.9B (2)#8x83.5B (4)#8x83.5B (4)#8x48.5B (4)#8x9B (4)#8x8B (4)#8x7.87B (4)#8x7.5B (4)#8x35B (4)#8x83.5B (1)#8x88.7B (2)#8x23B (3)#8x18B (3)#8x18.5B (3)#8x11B (4)#8x21.5B (5)#8x67B (4)#8x14.5B (4)#8x6.87B (4)#8x6.83B (1)#8x11B (1)#8x22B (1)#8x61B (1)#8x11B (2)#8x67.8B (4)#8x67.8B (2)#8x67.8B (2)#8x67.8B (6)#8x45.5B (4)#8x21.5B (4)#8x6.83B (4)#8x6.87B (4)#8x14.5B (4)#8x36B (3)#8x14.5B (8)#8x38B (6)#8x8.5B (6)#8x3.58B (2)#8x3.62B (6)#8x50.5B (2)#8x12B (3)#8x58.6B (2)#8x58.5B (1)#8x33.5B (1)#8x33.5B (2)#8x7B (3)#8x29B (3)#8x24.9B (2)#8x7.5B (1)#8x21.5B (1)#8x8.5B (1)#8x38B (3)#8x38B Reinforcement: Latitude User Concentrated Reinf.; Longitude User Concentrated Reinf.; Latitude Program Concentrated Reinf.; Longitude Program Concentrated Reinf.; Bottom Face Concentrated Reinf.; Both Faces Concentrated Reinf.; Concentrated Reinf. Descriptions; Concentrat Drawing Import: User Lines; User Notes; User Dimensions; Element: Wall Elements Above; Wall Elements Below; Wall Element Outline Only; Column Elements Above; Column Elements Below; Slab Elements; Slab Element Outline Only; Scale = 1:250 PODIUM SLAB CALCULATION - 240022 PODIUM SLAB.cpt - 12/22/2024 Reinforcement: Bottom Bars Plan Reinforcement: Bottom Bars Plan - 75 266 of 427 Reinforcement: User Lines; User Notes; User Dimensions; Longitude User Individual Bars; Longitude Program Individual Bars; Latitude User Individual Bars; Latitude Program Individual Bars; Top Face Individual Bars; Both Faces Individual Bars; Drawing Import: User Lines; User Notes; User Dimensions; Element: Wall Elements Below; Wall Elements Above; Wall Element Outline Only; Column Elements Below; Column Elements Above; Slab Elements; Slab Element Outline Only; Scale = 1:250 PODIUM SLAB CALCULATION - 240022 PODIUM SLAB.cpt - 12/22/2024 Reinforcement: Individual Top Bars Plan Reinforcement: Individual Top Bars Plan - 78 267 of 427 Reinforcement: User Lines; User Notes; User Dimensions; Longitude User Individual Bars; Longitude Program Individual Bars; Latitude User Individual Bars; Latitude Program Individual Bars; Bottom Face Individual Bars; Both Faces Individual Bars; Drawing Import: User Lines; User Notes; User Dimensions; Element: Wall Elements Below; Wall Elements Above; Wall Element Outline Only; Column Elements Below; Column Elements Above; Slab Elements; Slab Element Outline Only; Scale = 1:250 PODIUM SLAB CALCULATION - 240022 PODIUM SLAB.cpt - 12/22/2024 Reinforcement: Individual Bottom Bars Plan Reinforcement: Individual Bottom Bars Plan - 79 268 of 427 1 OK USR=0.846 2 OK USR=0.965 3 OK USR=0.907 4 OK USR=0.923 5 OK USR=0.714 6 OK USR=0.87 Design Status: User Lines; User Notes; User Dimensions; PC Designs; PC Design Numbers; PC Design Status; PC Design Stress Ratios; PC Design Sections; Drawing Import: User Lines; User Notes; User Dimensions; Element: Wall Elements Below; Wall Elements Above; Wall Element Outline Only; Column Elements Below; Column Elements Above; Slab Elements; Slab Element Outline Only; Scale = 1:250 PODIUM SLAB CALCULATION - 240022 PODIUM SLAB.cpt - 12/22/2024 Design Status: Punching Shear Status Plan Design Status: Punching Shear Status Plan - 92 269 of 427 1L-1 OK 1C-1 OK 1R-1 OK 1L-2 OK 1C-2 OK 1R-2 OK 1L-3 OK 1C-3 OK 1R-3 OK 1L-4OK 1C-4OK 1R-4 OK 1L-5 OK 1C-5 OK 1R-5 OK 2L-1 OK 2C-1 OK 2R-1 OK 2L-2 OK 2C-2 OK 2R-2 OK 2L-3 OK 2C-3 OK 2R-3 OK 2L-4 OK 2C-4 OK 2R-4 OK 3C-1 OK 3R-1 OK 3C-2 OK 3R-2 OK 4L-1 OK 4C-1 OK 4R-1 OK 4L-2 OK 4C-2 OK 4R-2 OK 4C-3 OK 4R-3 OK 5L-1 OK 5C-1 OK 6C-1 OK 6R-1 OK 7L-1 OK 7C-1 OK 8L-1 OK 8C-1 OK 9C-1 OK 9R-1 OK 10L-1 OK 10C-1 OK 10R-1 OK 11L-1 OK 11C-1 OK 11R-1 OK 12L-1 OK 12C-1 OK 12R-1OK 13L-1 OK 13C-1 OK13R-1 OK Design Status: User Lines; User Notes; User Dimensions; Latitude Span Designs; Span Design Numbers; Span Design Status; Latitude DS Designs; DS Design Numbers; DS Design Status; Drawing Import: User Lines; User Notes; User Dimensions; Element: Wall Elements Below; Wall Elements Above; Wall Element Outline Only; Column Elements Below; Column Elements Above; Slab Elements; Slab Element Outline Only; Scale = 1:250 PODIUM SLAB CALCULATION - 240022 PODIUM SLAB.cpt - 12/22/2024 Design Status: Latitude Status Plan Design Status: Latitude Status Plan - 93 270 of 427 #5@16T4 #7 T. 7 #7 T. 16 #7 T.6 #7 T. 5 #7 T.5 #7 T. 6 #7 T. 5 #7 T. 20 #7 T.17 #7 T. 4 #7 T.4 #7 T. 5 #7 T.5 #7 T. 17 #7 T.19 #7 T. 7 #7 T. 4 #7 T. 12 #7 T. 8 #7 T. 19 #7 T.8 #7 T. 4 #7 T.7 #7 T. 8 #7 T.8 #7 T. 2 #7 T.6 #7 T.4 #7 T. 1 #7 T.3 #7 T.3 #7 T. 1 #7 T.3 #7 T.3 #7 T. 2 #7 T.4 #7 T.10 #7 T. 2 #7 T. 4 #7 T.5 #7 T. 4 #7 T.5 #7 T. 14 #7 T.9 #7 T. 7 #7 T.7 #7 T. 2 #7 T.4 #7 T.2 #7 T. 3 #7 T.6 #7 T.3 #7 T. 2 #7 T.5 #7 T.5 #7 T. 4 #7 T.4 #7 T. 6 #7 T.9 #7 T. 7 #7 T.7 #7 T. 3 #7 T.3 #7 T. 3 #7 T.3 #7 T. 3 #7 T.3 #7 T. 4 #7 T.4 #7 T. 3 #7 T. 5 #7 T. 6 #7 T.12 #7 T. 4 #7 T.6 #7 T. 5 #7 T. 4 #7 T.7 #7 T. 2 #7 T.4 #7 T.2 #7 T. 4 #7 T.4 #7 T. 4 #7 T.4 #7 T. 4 #7 T.4 #7 T. 5 #7 T.5 #7 T. 4 #7 T.4 #7 T. 1 #7 T.3 #7 T.3 #7 T. 2 #7 T. 2 #7 T.2 #7 T. 1 #7 T.4 #7 T.4 #7 T. 1 #7 T.3 #7 T.3 #7 T. 1 #7 T.3 #7 T.3 #7 T. 2 #7 T.2 #7 T. 2 #7 T.2 #7 T. 2 #7 T.1 #7 T. 6 #7 T.3 #7 T. 2 #7 T. 5 #7 T. 5 #7 T. 2 #7 T. 1 #7 T.3 #7 T.3 #7 T. 1 #7 T.2 #7 T.1 #7 T. 1 #7 T.2 #7 T.1 #7 T. 3 #7 T.4 #7 T. 5 #7 T. 4 #7 T.4 #7 T. 4 #7 T.4 #7 T. 1 #7 T.1 #7 T. Design Status: User Lines; User Notes; User Dimensions; Latitude Span Designs; Span Design Top Bars; Span Design Bar Descriptions; Latitude DS Designs; DS Design Top Bars; Drawing Import: User Lines; User Notes; User Dimensions; Element: Wall Elements Below; Wall Elements Above; Wall Element Outline Only; Column Elements Below; Column Elements Above; Slab Elements; Slab Element Outline Only; Reinforcement: Top Face Concentrated Reinf.; Both Faces Concentrated Reinf.; Auto Face Concentrated Reinf.; Concentrated Reinf. Descriptions; Top Face Distributed Reinf.; Both Faces Distributed Reinf.; Auto Face Distributed Reinf.; Distributed Reinf. Descriptions; Latitude User Scale = 1:250 PODIUM SLAB CALCULATION - 240022 PODIUM SLAB.cpt - 12/22/2024 Design Status: Latitude Top Reinforcement Plan Design Status: Latitude Top Reinforcement Plan - 94 271 of 427 #5@16B 1 #8 B. 4 #8 B. 4 #8 B. 1 #8 B.2 #8 B. 1 #8 B. 3 #8 B. 4 #8 B.1 #8 B. 3 #8 B. 1 #8 B.2 #8 B. 5 #8 B. 2 #8 B. 5 #8 B. 4 #8 B.1 #8 B. 1 #8 B.4 #8 B. 1 #8 B. 1 #8 B.3 #8 B. 4 #8 B. 1 #8 B.1 #8 B. 1 #8 B.1 #8 B. 4 #8 B. 1 #8 B.3 #8 B. 1 #8 B.1 #8 B. 4 #8 B. 1 #8 B.3 #8 B. 1 #8 B.1 #8 B. 3 #8 B. 1 #8 B.3 #8 B. 1 #8 B.1 #8 B. 3 #8 B. 1 #8 B.3 #8 B. 2 #8 B. 1 #8 B.1 #8 B. 2 #8 B. 1 #8 B.1 #8 B. 2 #8 B. 4 #8 B. 2 #8 B. 1 #8 B. 1 #8 B.1 #8 B. 1 #8 B.2 #8 B. 3 #8 B.1 #8 B. 4 #8 B. 3 #8 B. 3 #8 B.2 #8 B. 2 #8 B.1 #8 B.2 #8 B. 3 #8 B.1 #8 B. 2 #8 B.1 #8 B. 1 #8 B. 3 #8 B.2 #8 B.2 #8 B. 2 #8 B. 3 #8 B.1 #8 B. 2 #8 B.1 #8 B. 2 #8 B. 2 #8 B. 3 #8 B.2 #8 B. 3 #8 B. 1 #8 B. 3 #8 B.2 #8 B. 3 #8 B. 2 #8 B. 2 #8 B. 3 #8 B. 2 #8 B. 2 #8 B. 3 #8 B.1 #8 B.1 #8 B. Design Status: User Lines; User Notes; User Dimensions; Latitude Span Designs; Span Design Bottom Bars; Span Design Bar Descriptions; Latitude DS Designs; DS Design Bottom Bars; Drawing Import: User Lines; User Notes; User Dimensions; Element: Wall Elements Below; Wall Elements Above; Wall Element Outline Only; Column Elements Below; Column Elements Above; Slab Elements; Slab Element Outline Only; Reinforcement: Bottom Face Concentrated Reinf.; Both Faces Concentrated Reinf.; Auto Face Concentrated Reinf.; Concentrated Reinf. Descriptions; Bottom Face Distributed Reinf.; Both Faces Distributed Reinf.; Auto Face Distributed Reinf.; Distributed Reinf. Descriptions; Latitud Scale = 1:250 PODIUM SLAB CALCULATION - 240022 PODIUM SLAB.cpt - 12/22/2024 Design Status: Latitude Bottom Reinforcement Plan Design Status: Latitude Bottom Reinforcement Plan - 95 272 of 427 2 #6 @ 4.3 2 # 6 @ 5 . 2 8 2 # 6 @ 5 . 2 8 2 #6 @ 5.27 2 #6 @ 5.19 2 #6 @ 5.11 2 # 6 @ 1 . 4 8 2 # 6 @ 5 . 2 2 2 #6 @ 2.89 2 #6 @ 2.99 2 #6 @ 2.99 2 #6 @ 2.99 2 #6 @ 4.2 Design Status: User Lines; User Notes; User Dimensions; Latitude Span Designs; Span Design Shear Bars; Span Design Bar Descriptions; Latitude DS Designs; DS Design Numbers; DS Design Shear Bars; Drawing Import: User Lines; User Notes; User Dimensions; Element: Wall Elements Below; Wall Elements Above; Wall Element Outline Only; Column Elements Below; Column Elements Above; Slab Elements; Slab Element Outline Only; Scale = 1:250 PODIUM SLAB CALCULATION - 240022 PODIUM SLAB.cpt - 12/22/2024 Design Status: Latitude Shear Reinforcement Plan Design Status: Latitude Shear Reinforcement Plan - 96 273 of 427 14C- OK 14R-1 OK - OK 15R-1 OK 16L-1 OK 16C-1 OK 16R-1 OK 16L-2 OK 16C-2 OK 16R-2 OK 16L-3 OK 16C-3 OK 16R-3 OK 17C-1 OK17R-1 OK 17L-2 OK 17C-2 OK 17R-2 OK 17L-3 OK 17C-3 OK 17R-3 OK 17L- 4 OK 17C-4 OK 17R-4 OK 18L-1 OK 18C-1 OK 18R-1 OK 18L-2 OK 18C-2 OK 18R-2 OK 19L-1 OK 19C-1 OK 19R-1 OK 19L-2 OK 19C-2 OK 19R-2 OK 19L-3 OK 19C-3 OK 20L-1 OK 20C-1 OK 20R-1 OK 20L-2 OK 20C-2 OK 20R-2 OK 20C-3 OK 20R-3 OK 21L-1 OK 21C-1 OK 22L-1OK 22C-1 OK 22R-1 OK 22L-2 OK22C-2 OK 22R-2 OK 23L-1 OK23C-1 OK 23R-1OK 24L-1 OK 24C-1 OK Design Status: User Lines; User Notes; User Dimensions; Longitude Span Designs; Span Design Numbers; Span Design Status; Longitude DS Designs; DS Design Numbers; DS Design Status; Drawing Import: User Lines; User Notes; User Dimensions; Element: Wall Elements Below; Wall Elements Above; Wall Element Outline Only; Column Elements Below; Column Elements Above; Slab Elements; Slab Element Outline Only; Scale = 1:250 PODIUM SLAB CALCULATION - 240022 PODIUM SLAB.cpt - 12/22/2024 Design Status: Longitude Status Plan Design Status: Longitude Status Plan - 97 274 of 427 #5@16T 2 #7 T. 2 #7 T. 2 #7 T. 4 #7 T. 2 #7 T. 2 #7 T. 1 #7 T. 2 #7 T. 3 #7 T. 16 #7 T. 3 #7 T. 3 #7 T. 2 #7 T. 3 #7 T. 16 #7 T. 14 #7 T. 2 #7 T. 2 #7 T. 3 #7 T. 2 #7 T. 14 #7 T. 3 #7 T. 2 #7 T. 2 #7 T. 3 #7 T. 3 #7 T. 3 #7 T. 3 #7 T. 3 #7 T. 1 #7 T. 3 #7 T. 3 #7 T. 3 #7 T. 3 #7 T. 3 #7 T. 3 #7 T. 6 #7 T. 12 #7 T. 3 #7 T. 2 #7 T. 3 #7 T. 11 #7 T. 2 #7 T. 3 #7 T. 3 #7 T. 1 #7 T. 1 #7 T. 2 #7 T. 3 #7 T. 8 #7 T. 1 #7 T. 1 #7 T. 3 #7 T. 1 #7 T. 8 #7 T. 3 #7 T. 2 #7 T. 2 #7 T. 2 #7 T. 3 #7 T. 3 #7 T. 12 #7 T. 3 #7 T. 3 #7 T. 3 #7 T. 2 #7 T. 13 #7 T. 13 #7 T. 3 #7 T. 2 #7 T. 2 #7 T. 11 #7 T. 2 #7 T. 2 #7 T. 3 #7 T. 5 #7 T. 9 #7 T. 3 #7 T. 4 #7 T. 2 #7 T. 12 #7 T. 7 #7 T. 4 #7 T. 2 #7 T. 2 #7 T. 3 #7 T. 1 #7 T. 1 #7 T. 1 #7 T. 1 #7 T. 2 #7 T. 2 #7 T. 1 #7 T. 2 #7 T. 2 #7 T. 2 #7 T. 2 #7 T. 1 #7 T. 1 #7 T. 2 #7 T. 3 #7 T. 2 #7 T. 2 #7 T. 1 #7 T. 1 #7 T. 1 #7 T.1 #7 T. 4 #7 T. 1 #7 T. 1 #7 T. 2 #7 T. 2 #7 T. Design Status: User Lines; User Notes; User Dimensions; Longitude Span Designs; Span Design Top Bars; Span Design Bar Descriptions; Longitude DS Designs; DS Design Top Bars; Drawing Import: User Lines; User Notes; User Dimensions; Element: Wall Elements Below; Wall Elements Above; Wall Element Outline Only; Column Elements Below; Column Elements Above; Slab Elements; Slab Element Outline Only; Reinforcement: Top Face Concentrated Reinf.; Both Faces Concentrated Reinf.; Auto Face Concentrated Reinf.; Concentrated Reinf. Descriptions; Top Face Distributed Reinf.; Both Faces Distributed Reinf.; Auto Face Distributed Reinf.; Distributed Reinf. Descriptions; Longitude Use Scale = 1:250 PODIUM SLAB CALCULATION - 240022 PODIUM SLAB.cpt - 12/22/2024 Design Status: Longitude Top Reinforcement Plan Design Status: Longitude Top Reinforcement Plan - 98 275 of 427 #5@16B 2 #8 B. 1 #8 B. 2 #8 B. 2 #8 B. 1 #8 B. 2 #8 B. 1 #8 B. 1 #8 B. 4 #8 B. 1 #8 B. 3 #8 B. 2 #8 B. 2 #8 B. 4 #8 B.1 #8 B. 2 #8 B. 1 #8 B. 1 #8 B. 4 #8 B.1 #8 B. 2 #8 B. 4 #8 B.1 #8 B. 3 #8 B. 1 #8 B. 1 #8 B. 3 #8 B. 1 #8 B. 3 #8 B. 1 #8 B. 1 #8 B. 4 #8 B. 1 #8 B. 1 #8 B. 2 #8 B. 2 #8 B. 4 #8 B. 1 #8 B. 3 #8 B. 1 #8 B. 1 #8 B.3 #8 B. 1 #8 B. 1 #8 B. 1 #8 B. 1 #8 B. 1 #8 B. 3 #8 B. 1 #8 B. 1 #8 B. 1 #8 B. 1 #8 B. 4 #8 B. 1 #8 B. 3 #8 B. 1 #8 B. 1 #8 B. 4 #8 B. 2 #8 B. 3 #8 B. 1 #8 B. 1 #8 B. 3 #8 B. 1 #8 B. 7 #8 B. 3 #8 B. 2 #8 B. 1 #8 B. 2 #8 B. 3 #8 B.4 #8 B. 2 #8 B. 1 #8 B. 2 #8 B. 2 #8 B. 2 #8 B. 2 #8 B. 2 #8 B. 3 #8 B. 2 #8 B. 2 #8 B. 1 #8 B. 1 #8 B. 3 #8 B. 1 #8 B. 1 #8 B. 1 #8 B. 1 #8 B.1 #8 B. 3 #8 B. 1 #8 B.2 #8 B. 1 #8 B. Design Status: User Lines; User Notes; User Dimensions; Longitude Span Designs; Span Design Bottom Bars; Span Design Bar Descriptions; Longitude DS Designs; DS Design Bottom Bars; Drawing Import: User Lines; User Notes; User Dimensions; Element: Wall Elements Below; Wall Elements Above; Wall Element Outline Only; Column Elements Below; Column Elements Above; Slab Elements; Slab Element Outline Only; Reinforcement: Bottom Face Concentrated Reinf.; Both Faces Concentrated Reinf.; Auto Face Concentrated Reinf.; Concentrated Reinf. Descriptions; Bottom Face Distributed Reinf.; Both Faces Distributed Reinf.; Auto Face Distributed Reinf.; Distributed Reinf. Descriptions; Longitu Scale = 1:250 PODIUM SLAB CALCULATION - 240022 PODIUM SLAB.cpt - 12/22/2024 Design Status: Longitude Bottom Reinforcement Plan Design Status: Longitude Bottom Reinforcement Plan - 99 276 of 427 2 #6 @ 4.33 2 #6 @ 3.65 2 #6 @ 5.14 2 #6 @ 4.46 2 #6 @ 4.912 #6 @ 4.28 2 #6 @ 4.38 2 #6 @ 5.2 2 #6 @ 5.14 2 #6 @ 5.01 2 #6 @ 4.96 2 #6 @ 5.19 2 #6 @ 4.81 2 #6 @ 5.1 2 #6 @ 5.1 2 #6 @ 3.84 Design Status: User Lines; User Notes; User Dimensions; Longitude Span Designs; Span Design Shear Bars; Span Design Bar Descriptions; Longitude DS Designs; DS Design Shear Bars; Drawing Import: User Lines; User Notes; User Dimensions; Element: Wall Elements Below; Wall Elements Above; Wall Element Outline Only; Column Elements Below; Column Elements Above; Slab Elements; Slab Element Outline Only; Scale = 1:250 PODIUM SLAB CALCULATION - 240022 PODIUM SLAB.cpt - 12/22/2024 Design Status: Longitude Shear Reinforcement Plan Design Status: Longitude Shear Reinforcement Plan - 100 277 of 427 Concrete Cost Materials: 100 per yd³ x 307.7 yd³ = 30770 Labor: 50 per yd³ x 307.7 yd³ = 15390 Total: 150 per yd³ x 307.7 yd³ = 46160 Post-Tensionin Cost Materials: 1 per pounds x 0 pounds = 0 Labor: 0.5 per pounds x 0 pounds = 0 Total: 1.5 per pounds x 0 pounds = 0 Formwork Cost Materials: 1 per ft² x 8142 ft² = 8142 Labor: 1 per ft² x 8142 ft² = 8142 Total: 2 per ft² x 8142 ft² = 16280 Mild Steel Reinforcin Cos Materials: 1000 per tons x 35.67 tons = 35670 Labor: 500 per tons x 35.67 tons = 17840 Total: 1500 per tons x 35.67 tons = 53510 SSR Cost Materials: 2 per stud x 0 studs = 0 Labor: 1 per stud x 0 studs = 0 Total: 3 per stud x 0 studs = 0 Total Cost Materials: 9.161 per ft² x 8142 ft² = 74590 Labor: 5.081 per ft² x 8142 ft² = 41360 Total: 14.24 per ft² x 8142 ft² = 116000 PODIUM SLAB CALCULATION - 240022 PODIUM SLAB.cpt - 12/22/2024 Estimate Estimate - 111 278 of 427 Licensee stated below acknowledges that STRUCTUREPOINT (SP) is not and cannot be responsible for either the accuracy or adequacy of the material supplied as input for processing by the spColumn computer program. Furthermore, STRUCTUREPOINT neither makes any warranty expressed nor implied with respect to the correctness of the output prepared by the spColumn program. Although STRUCTUREPOINT has endeavored to produce spColumn error free the program is not and cannot be certified infallible. The final and only responsibility for analysis, design and engineering documents is the licensee's. Accordingly, STRUCTUREPOINT disclaims all responsibility in contract, negligence or other tort for any analysis, design or engineering documents prepared in connection with the use of the spColumn program. Licensed to: Administrator, Administrator. License ID: -XXXXX spColumn v6.00 Computer program for the Strength Design of Reinforced Concrete Sections Copyright - 1988-2024, STRUCTUREPOINT, LLC. All rights reserved y x COLUMN NO.: C1 279 of 427 STRUCTUREPOINT - spColumn v6.00 Page |2 Licensed to: Administrator, Administrator. License ID: -XXXXX 6/14/2024 g:\2024\240022 n.harbor scott tran\cals\spcolumn\col c1 12x24.col 12:27 AM Contents 1. General Information............................................................................................................................................... 3 2. Material Properties................................................................................................................................................. 3 2.1. Concrete......................................................................................................................................................... 3 2.2. Steel ............................................................................................................................................................... 3 3. Section................................................................................................................................................................... 3 3.1. Shape and Properties..................................................................................................................................... 3 3.2. Section Figure ................................................................................................................................................ 4 4. Reinforcement ....................................................................................................................................................... 4 4.1. Bar Set: ASTM A615...................................................................................................................................... 4 4.2. Confinement and Factors............................................................................................................................... 4 4.3. Arrangement................................................................................................................................................... 4 4.4. Bars Provided................................................................................................................................................. 5 5. Loading.................................................................................................................................................................. 5 5.1. Load Combinations ........................................................................................................................................ 5 5.2. Service Loads................................................................................................................................................. 5 5.3. Sustained Load Factors ................................................................................................................................. 5 6. Slenderness........................................................................................................................................................... 5 6.1. Sway Criteria.................................................................................................................................................. 5 6.2. Columns ......................................................................................................................................................... 5 6.3. X - Beams....................................................................................................................................................... 6 7. Moment Magnification............................................................................................................................................ 6 7.1. General Parameters....................................................................................................................................... 6 7.2. Effective Length Factors................................................................................................................................. 6 7.3. Magnification Factors: X - axis ....................................................................................................................... 6 8. Factored Moments................................................................................................................................................. 7 8.1. X - axis ........................................................................................................................................................... 7 9. Factored Loads and Moments with Corresponding Capacities.............................................................................7 List of Figures Figure 1: Column section........................................................................................................................................... 4 280 of 427 STRUCTUREPOINT - spColumn v6.00 Page |3 Licensed to: Administrator, Administrator. License ID: -XXXXX 6/14/2024 g:\2024\240022 n.harbor scott tran\cals\spcolumn\col c1 12x24.col 12:27 AM 1. General Information File Name g:\2024\240022 n.harbor scott...\col c1 12x24.col Project HARBOR Column Col 1 Engineer DE Code ACI 318-14 Bar Set ASTM A615 Units English Run Option Investigation Run Axis X - axis Slenderness Considered Column Type Structural 2. Material Properties 2.1. Concrete Type Standard f'c 4 ksi Ec 3605 ksi fc 3.4 ksi εu 0.003 in/in β1 0.85 2.2. Steel Type Standard fy 60 ksi Es 29000 ksi εyt 0.00206897 in/in 3. Section 3.1. Shape and Properties Type Rectangular Width 24 in Depth 12 in Ag 288 in2 Ix 3456 in4 Iy 13824 in4 rx 3.4641 in ry 6.9282 in Xo 0 in Yo 0 in 281 of 427 STRUCTUREPOINT - spColumn v6.00 Page |4 Licensed to: Administrator, Administrator. License ID: -XXXXX 6/14/2024 g:\2024\240022 n.harbor scott tran\cals\spcolumn\col c1 12x24.col 12:27 AM 3.2. Section Figure Rectangular 24 x 12 in 3.47% reinf. Figure 1: Column section 4. Reinforcement 4.1. Bar Set: ASTM A615 Bar Diameter Area Bar Diameter Area Bar Diameter Area in in2 in in2 in in2 #3 0.38 0.11 #4 0.50 0.20 #5 0.63 0.31 #6 0.75 0.44 #7 0.88 0.60 #8 1.00 0.79 #9 1.13 1.00 #10 1.27 1.27 #11 1.41 1.56 #14 1.69 2.25 #18 2.26 4.00 4.2. Confinement and Factors Confinement type Tied For #10 bars or less #3 ties For larger bars #4 ties Capacity Reduction Factors Axial compression, (a)0.8 Tension controlled ɸ, (b)0.9 Compression controlled ɸ, (c)0.65 4.3. Arrangement Pattern Sides different Bar layout Rectangular Cover to Transverse bars Clear cover --- Bars --- Total steel area, As 10.00 in2 Rho 3.47 % Minimum clear spacing 3.65 in y x 282 of 427 STRUCTUREPOINT - spColumn v6.00 Page |5 Licensed to: Administrator, Administrator. License ID: -XXXXX 6/14/2024 g:\2024\240022 n.harbor scott tran\cals\spcolumn\col c1 12x24.col 12:27 AM 4.4. Bars Provided Bars Cover in Top 5 #9 1.5 Bottom 5 #9 1.5 Left 0 #8 1.5 Right 0 #8 1.5 5. Loading 5.1. Load Combinations Combination Dead Live Wind EQ Snow U1 1.400 0.000 0.000 0.000 0.000 U2 1.200 1.600 0.000 0.000 0.500 U3 1.200 1.000 0.000 0.000 1.600 U4 1.200 0.000 0.800 0.000 1.600 U5 1.200 1.000 1.600 0.000 0.500 U6 0.900 0.000 1.600 0.000 0.000 U7 1.200 0.000 -0.800 0.000 1.600 U8 1.200 1.000 -1.600 0.000 0.500 U9 0.900 0.000 -1.600 0.000 0.000 U10 1.200 1.000 0.000 1.000 0.200 U11 0.900 0.000 0.000 1.000 0.000 U12 1.200 1.000 0.000 -1.000 0.200 U13 0.900 0.000 0.000 -1.000 0.000 U14 1.000 1.000 0.000 0.000 0.000 5.2. Service Loads No.Load Case Axial Load Mx @ Top Mx @ Bottom My @ Top My @ Bottom kip k-ft k-ft k-ft k-ft 1 Dead 246.00 25.00 0.00 23.00 0.00 1 Live 143.00 15.00 0.00 12.00 0.00 1 Wind 0.00 0.00 0.00 0.00 0.00 1 EQ 0.00 0.00 0.00 0.00 0.00 1 Snow 0.00 0.00 0.00 0.00 0.00 5.3. Sustained Load Factors Load Case Factor % Dead 100 Live 0 Wind 0 EQ 0 Snow 0 6. Slenderness 6.1. Sway Criteria X-Axis Non-sway column 6.2. Columns Column Axis Height Width Depth I f'c Ec ft in in in4 ksi ksi Design X 14.5 24 12 3456 4 3605 Above X (no column specified...) 283 of 427 STRUCTUREPOINT - spColumn v6.00 Page |6 Licensed to: Administrator, Administrator. License ID: -XXXXX 6/14/2024 g:\2024\240022 n.harbor scott tran\cals\spcolumn\col c1 12x24.col 12:27 AM Column Axis Height Width Depth I f'c Ec ft in in in4 ksi ksi Below X (no column specified...) 6.3. X - Beams Beam Length Width Depth I f'c Ec ft in in in4 ksi ksi Above Left (no beam specified...) Above Right (no beam specified...) Below Left (no beam specified...) Below Right (no beam specified...) 7. Moment Magnification 7.1. General Parameters Factors Code defaults Stiffness reduction factor,ɸK 0.75 Cracked section coefficients, cI(beams)0.35 Cracked section coefficients, cI(columns)0.7 0.2 Ec Ig + Es Ise (X-axis)6.17e+006 kip-in2 Minimum eccentricity, ex min 0.96 in 7.2. Effective Length Factors Axis Ψtop Ψbottom k (Nonsway)k (Sway)klu/r X 0.000 0.000 1.000 (N/A)50.23 7.3. Magnification Factors: X - axis Load At Ends Along Length Combo ∑Pu Pc ∑Pc βds δs Pu k'lu/r Pc βdns Cm δ kip kip kip kip kip 1 U1 (N/A)(N/A)(N/A)(N/A)(N/A)344.40 (N/A)1005.54 1.000 0.600 1.104 1 U2 (N/A)(N/A)(N/A)(N/A)(N/A)524.00 (N/A)1286.38 0.563 0.600 1.313 1 U3 (N/A)(N/A)(N/A)(N/A)(N/A)438.20 (N/A)1201.60 0.674 0.600 1.168 1 U4 (N/A)(N/A)(N/A)(N/A)(N/A)295.20 (N/A)1005.54 1.000 0.600 1.000 1 U5 (N/A)(N/A)(N/A)(N/A)(N/A)438.20 (N/A)1201.60 0.674 0.600 1.168 1 U6 (N/A)(N/A)(N/A)(N/A)(N/A)221.40 (N/A)1005.54 1.000 0.600 1.000 1 U7 (N/A)(N/A)(N/A)(N/A)(N/A)295.20 (N/A)1005.54 1.000 0.600 1.000 1 U8 (N/A)(N/A)(N/A)(N/A)(N/A)438.20 (N/A)1201.60 0.674 0.600 1.168 1 U9 (N/A)(N/A)(N/A)(N/A)(N/A)221.40 (N/A)1005.54 1.000 0.600 1.000 1 U10 (N/A)(N/A)(N/A)(N/A)(N/A)438.20 (N/A)1201.60 0.674 0.600 1.168 1 U11 (N/A)(N/A)(N/A)(N/A)(N/A)221.40 (N/A)1005.54 1.000 0.600 1.000 1 U12 (N/A)(N/A)(N/A)(N/A)(N/A)438.20 (N/A)1201.60 0.674 0.600 1.168 1 U13 (N/A)(N/A)(N/A)(N/A)(N/A)221.40 (N/A)1005.54 1.000 0.600 1.000 1 U14 (N/A)(N/A)(N/A)(N/A)(N/A)389.00 (N/A)1231.98 0.632 0.600 1.036 284 of 427 STRUCTUREPOINT - spColumn v6.00 Page |7 Licensed to: Administrator, Administrator. License ID: -XXXXX 6/14/2024 g:\2024\240022 n.harbor scott tran\cals\spcolumn\col c1 12x24.col 12:27 AM 8. Factored Moments NOTE: Each loading combination includes the following cases: Top - At column top Bot - At column bottom 8.1. X - axis Load 1st Order 2nd Order Ratio Combo Mns Ms Mu Mmin Mi Mc 2nd/1st k-ft k-ft k-ft k-ft k-ft k-ft 1 U1 Top 35.00 (N/A)35.00 27.55 M2=35.00 38.65 1.104 1 U1 Bot 0.00 (N/A)0.00 27.55 M1=0.00 30.43 1.104 1 U2 Top 54.00 (N/A)54.00 41.92 M2=54.00 70.92 1.313 1 U2 Bot 0.00 (N/A)0.00 41.92 M1=0.00 55.05 1.313 1 U3 Top 45.00 (N/A)45.00 35.06 M2=45.00 52.55 1.168 1 U3 Bot 0.00 (N/A)0.00 35.06 M1=0.00 40.94 1.168 1 U4 Top 30.00 (N/A)30.00 23.62 M2=30.00 30.00 1.000 1 U4 Bot 0.00 (N/A)0.00 23.62 M1=0.00 23.62 1.000 1 U5 Top 45.00 (N/A)45.00 35.06 M2=45.00 52.55 1.168 1 U5 Bot 0.00 (N/A)0.00 35.06 M1=0.00 40.94 1.168 1 U6 Top 22.50 (N/A)22.50 17.71 M2=22.50 22.50 1.000 1 U6 Bot 0.00 (N/A)0.00 17.71 M1=0.00 17.71 1.000 1 U7 Top 30.00 (N/A)30.00 23.62 M2=30.00 30.00 1.000 1 U7 Bot 0.00 (N/A)0.00 23.62 M1=0.00 23.62 1.000 1 U8 Top 45.00 (N/A)45.00 35.06 M2=45.00 52.55 1.168 1 U8 Bot 0.00 (N/A)0.00 35.06 M1=0.00 40.94 1.168 1 U9 Top 22.50 (N/A)22.50 17.71 M2=22.50 22.50 1.000 1 U9 Bot 0.00 (N/A)0.00 17.71 M1=0.00 17.71 1.000 1 U10 Top 45.00 (N/A)45.00 35.06 M2=45.00 52.55 1.168 1 U10 Bot 0.00 (N/A)0.00 35.06 M1=0.00 40.94 1.168 1 U11 Top 22.50 (N/A)22.50 17.71 M2=22.50 22.50 1.000 1 U11 Bot 0.00 (N/A)0.00 17.71 M1=0.00 17.71 1.000 1 U12 Top 45.00 (N/A)45.00 35.06 M2=45.00 52.55 1.168 1 U12 Bot 0.00 (N/A)0.00 35.06 M1=0.00 40.94 1.168 1 U13 Top 22.50 (N/A)22.50 17.71 M2=22.50 22.50 1.000 1 U13 Bot 0.00 (N/A)0.00 17.71 M1=0.00 17.71 1.000 1 U14 Top 40.00 (N/A)40.00 31.12 M2=40.00 41.45 1.036 1 U14 Bot 0.00 (N/A)0.00 31.12 M1=0.00 32.25 1.036 9. Factored Loads and Moments with Corresponding Capacities NOTE: Each loading combination includes the following cases: Top - At column top Bot - At column bottom No.Load Combo Pu Mux ɸMnx ɸMn/Mu NA Depth dt Depth εt ɸ kip k-ft k-ft in in 1 1 U1 Top 344.40 38.65 165.84 4.291 6.65 9.56 0.00131 0.650 2 1 U1 Bot 344.40 30.43 165.84 5.451 6.65 9.56 0.00131 0.650 3 1 U2 Top 524.00 70.92 142.79 2.013 8.41 9.56 0.00041 0.650 4 1 U2 Bot 524.00 55.05 142.79 2.594 8.41 9.56 0.00041 0.650 5 1 U3 Top 438.20 52.55 155.87 2.966 7.48 9.56 0.00083 0.650 6 1 U3 Bot 438.20 40.94 155.87 3.807 7.48 9.56 0.00083 0.650 7 1 U4 Top 295.20 30.00 170.67 5.689 6.26 9.56 0.00158 0.650 8 1 U4 Bot 295.20 23.62 170.67 7.227 6.26 9.56 0.00158 0.650 9 1 U5 Top 438.20 52.55 155.87 2.966 7.48 9.56 0.00083 0.650 10 1 U5 Bot 438.20 40.94 155.87 3.807 7.48 9.56 0.00083 0.650 11 1 U6 Top 221.40 22.50 177.68 7.897 5.74 9.56 0.00200 0.650 12 1 U6 Bot 221.40 17.71 177.68 10.031 5.74 9.56 0.00200 0.650 285 of 427 STRUCTUREPOINT - spColumn v6.00 Page |8 Licensed to: Administrator, Administrator. License ID: -XXXXX 6/14/2024 g:\2024\240022 n.harbor scott tran\cals\spcolumn\col c1 12x24.col 12:27 AM No.Load Combo Pu Mux ɸMnx ɸMn/Mu NA Depth dt Depth εt ɸ kip k-ft k-ft in in 13 1 U7 Top 295.20 30.00 170.67 5.689 6.26 9.56 0.00158 0.650 14 1 U7 Bot 295.20 23.62 170.67 7.227 6.26 9.56 0.00158 0.650 15 1 U8 Top 438.20 52.55 155.87 2.966 7.48 9.56 0.00083 0.650 16 1 U8 Bot 438.20 40.94 155.87 3.807 7.48 9.56 0.00083 0.650 17 1 U9 Top 221.40 22.50 177.68 7.897 5.74 9.56 0.00200 0.650 18 1 U9 Bot 221.40 17.71 177.68 10.031 5.74 9.56 0.00200 0.650 19 1 U10 Top 438.20 52.55 155.87 2.966 7.48 9.56 0.00083 0.650 20 1 U10 Bot 438.20 40.94 155.87 3.807 7.48 9.56 0.00083 0.650 21 1 U11 Top 221.40 22.50 177.68 7.897 5.74 9.56 0.00200 0.650 22 1 U11 Bot 221.40 17.71 177.68 10.031 5.74 9.56 0.00200 0.650 23 1 U12 Top 438.20 52.55 155.87 2.966 7.48 9.56 0.00083 0.650 24 1 U12 Bot 438.20 40.94 155.87 3.807 7.48 9.56 0.00083 0.650 25 1 U13 Top 221.40 22.50 177.68 7.897 5.74 9.56 0.00200 0.650 26 1 U13 Bot 221.40 17.71 177.68 10.031 5.74 9.56 0.00200 0.650 27 1 U14 Top 389.00 41.45 161.25 3.890 7.03 9.56 0.00108 0.650 28 1 U14 Bot 389.00 32.25 161.25 5.000 7.03 9.56 0.00108 0.650 286 of 427 Licensee stated below acknowledges that STRUCTUREPOINT (SP) is not and cannot be responsible for either the accuracy or adequacy of the material supplied as input for processing by the spColumn computer program. Furthermore, STRUCTUREPOINT neither makes any warranty expressed nor implied with respect to the correctness of the output prepared by the spColumn program. Although STRUCTUREPOINT has endeavored to produce spColumn error free the program is not and cannot be certified infallible. The final and only responsibility for analysis, design and engineering documents is the licensee's. Accordingly, STRUCTUREPOINT disclaims all responsibility in contract, negligence or other tort for any analysis, design or engineering documents prepared in connection with the use of the spColumn program. Licensed to: Administrator, Administrator. License ID: -XXXXX spColumn v6.00 Computer program for the Strength Design of Reinforced Concrete Sections Copyright - 1988-2024, STRUCTUREPOINT, LLC. All rights reserved y x COLUMN NO.: C1.2 287 of 427 STRUCTUREPOINT - spColumn v6.00 Page |2 Licensed to: Administrator, Administrator. License ID: -XXXXX 6/14/2024 g:\2024\240022 n.harbor scott tran\cals\spcolumn\col c1.2 12x24.col 12:32 AM Contents 1. General Information............................................................................................................................................... 3 2. Material Properties................................................................................................................................................. 3 2.1. Concrete......................................................................................................................................................... 3 2.2. Steel ............................................................................................................................................................... 3 3. Section................................................................................................................................................................... 3 3.1. Shape and Properties..................................................................................................................................... 3 3.2. Section Figure ................................................................................................................................................ 4 4. Reinforcement ....................................................................................................................................................... 4 4.1. Bar Set: ASTM A615...................................................................................................................................... 4 4.2. Confinement and Factors............................................................................................................................... 4 4.3. Arrangement................................................................................................................................................... 4 4.4. Bars Provided................................................................................................................................................. 5 5. Loading.................................................................................................................................................................. 5 5.1. Load Combinations ........................................................................................................................................ 5 5.2. Service Loads................................................................................................................................................. 5 5.3. Sustained Load Factors ................................................................................................................................. 5 6. Slenderness........................................................................................................................................................... 5 6.1. Sway Criteria.................................................................................................................................................. 5 6.2. Columns ......................................................................................................................................................... 5 6.3. X - Beams....................................................................................................................................................... 6 7. Moment Magnification............................................................................................................................................ 6 7.1. General Parameters....................................................................................................................................... 6 7.2. Effective Length Factors................................................................................................................................. 6 7.3. Magnification Factors: X - axis ....................................................................................................................... 6 8. Factored Moments................................................................................................................................................. 7 8.1. X - axis ........................................................................................................................................................... 7 9. Factored Loads and Moments with Corresponding Capacities.............................................................................7 List of Figures Figure 1: Column section........................................................................................................................................... 4 288 of 427 STRUCTUREPOINT - spColumn v6.00 Page |3 Licensed to: Administrator, Administrator. License ID: -XXXXX 6/14/2024 g:\2024\240022 n.harbor scott tran\cals\spcolumn\col c1.2 12x24.col 12:32 AM 1. General Information File Name g:\2024\240022 n.harbor sco...\col c1.2 12x24.col Project HARBOR Column Col 1 Engineer DE Code ACI 318-14 Bar Set ASTM A615 Units English Run Option Investigation Run Axis X - axis Slenderness Considered Column Type Structural 2. Material Properties 2.1. Concrete Type Standard f'c 4 ksi Ec 3605 ksi fc 3.4 ksi εu 0.003 in/in β1 0.85 2.2. Steel Type Standard fy 60 ksi Es 29000 ksi εyt 0.00206897 in/in 3. Section 3.1. Shape and Properties Type Rectangular Width 24 in Depth 12 in Ag 288 in2 Ix 3456 in4 Iy 13824 in4 rx 3.4641 in ry 6.9282 in Xo 0 in Yo 0 in 289 of 427 STRUCTUREPOINT - spColumn v6.00 Page |4 Licensed to: Administrator, Administrator. License ID: -XXXXX 6/14/2024 g:\2024\240022 n.harbor scott tran\cals\spcolumn\col c1.2 12x24.col 12:32 AM 3.2. Section Figure Rectangular 24 x 12 in 3.47% reinf. Figure 1: Column section 4. Reinforcement 4.1. Bar Set: ASTM A615 Bar Diameter Area Bar Diameter Area Bar Diameter Area in in2 in in2 in in2 #3 0.38 0.11 #4 0.50 0.20 #5 0.63 0.31 #6 0.75 0.44 #7 0.88 0.60 #8 1.00 0.79 #9 1.13 1.00 #10 1.27 1.27 #11 1.41 1.56 #14 1.69 2.25 #18 2.26 4.00 4.2. Confinement and Factors Confinement type Tied For #10 bars or less #3 ties For larger bars #4 ties Capacity Reduction Factors Axial compression, (a)0.8 Tension controlled ɸ, (b)0.9 Compression controlled ɸ, (c)0.65 4.3. Arrangement Pattern Sides different Bar layout Rectangular Cover to Transverse bars Clear cover --- Bars --- Total steel area, As 10.00 in2 Rho 3.47 % Minimum clear spacing 3.65 in y x 290 of 427 STRUCTUREPOINT - spColumn v6.00 Page |5 Licensed to: Administrator, Administrator. License ID: -XXXXX 6/14/2024 g:\2024\240022 n.harbor scott tran\cals\spcolumn\col c1.2 12x24.col 12:32 AM 4.4. Bars Provided Bars Cover in Top 5 #9 1.5 Bottom 5 #9 1.5 Left 0 #8 1.5 Right 0 #8 1.5 5. Loading 5.1. Load Combinations Combination Dead Live Wind EQ Snow U1 1.400 0.000 0.000 0.000 0.000 U2 1.200 1.600 0.000 0.000 0.500 U3 1.200 1.000 0.000 0.000 1.600 U4 1.200 0.000 0.800 0.000 1.600 U5 1.200 1.000 1.600 0.000 0.500 U6 0.900 0.000 1.600 0.000 0.000 U7 1.200 0.000 -0.800 0.000 1.600 U8 1.200 1.000 -1.600 0.000 0.500 U9 0.900 0.000 -1.600 0.000 0.000 U10 1.200 1.000 0.000 1.000 0.200 U11 0.900 0.000 0.000 1.000 0.000 U12 1.200 1.000 0.000 -1.000 0.200 U13 0.900 0.000 0.000 -1.000 0.000 U14 1.000 1.000 0.000 0.000 0.000 5.2. Service Loads No.Load Case Axial Load Mx @ Top Mx @ Bottom My @ Top My @ Bottom kip k-ft k-ft k-ft k-ft 1 Dead 86.00 8.60 0.00 23.00 0.00 1 Live 45.00 4.50 0.00 12.00 0.00 1 Wind 0.00 0.00 0.00 0.00 0.00 1 EQ 0.00 0.00 0.00 0.00 0.00 1 Snow 0.00 0.00 0.00 0.00 0.00 5.3. Sustained Load Factors Load Case Factor % Dead 100 Live 0 Wind 0 EQ 0 Snow 0 6. Slenderness 6.1. Sway Criteria X-Axis Non-sway column 6.2. Columns Column Axis Height Width Depth I f'c Ec ft in in in4 ksi ksi Design X 14.5 24 12 3456 4 3605 Above X (no column specified...) 291 of 427 STRUCTUREPOINT - spColumn v6.00 Page |6 Licensed to: Administrator, Administrator. License ID: -XXXXX 6/14/2024 g:\2024\240022 n.harbor scott tran\cals\spcolumn\col c1.2 12x24.col 12:32 AM Column Axis Height Width Depth I f'c Ec ft in in in4 ksi ksi Below X (no column specified...) 6.3. X - Beams Beam Length Width Depth I f'c Ec ft in in in4 ksi ksi Above Left (no beam specified...) Above Right (no beam specified...) Below Left (no beam specified...) Below Right (no beam specified...) 7. Moment Magnification 7.1. General Parameters Factors Code defaults Stiffness reduction factor,ɸK 0.75 Cracked section coefficients, cI(beams)0.35 Cracked section coefficients, cI(columns)0.7 0.2 Ec Ig + Es Ise (X-axis)6.17e+006 kip-in2 Minimum eccentricity, ex min 0.96 in 7.2. Effective Length Factors Axis Ψtop Ψbottom k (Nonsway)k (Sway)klu/r X 0.000 0.000 1.000 (N/A)50.23 7.3. Magnification Factors: X - axis Load At Ends Along Length Combo ∑Pu Pc ∑Pc βds δs Pu k'lu/r Pc βdns Cm δ kip kip kip kip kip 1 U1 (N/A)(N/A)(N/A)(N/A)(N/A)120.40 (N/A)1005.54 1.000 0.600 1.000 1 U2 (N/A)(N/A)(N/A)(N/A)(N/A)175.20 (N/A)1265.59 0.589 0.600 1.000 1 U3 (N/A)(N/A)(N/A)(N/A)(N/A)148.20 (N/A)1185.53 0.696 0.600 1.000 1 U4 (N/A)(N/A)(N/A)(N/A)(N/A)103.20 (N/A)1005.54 1.000 0.600 1.000 1 U5 (N/A)(N/A)(N/A)(N/A)(N/A)148.20 (N/A)1185.53 0.696 0.600 1.000 1 U6 (N/A)(N/A)(N/A)(N/A)(N/A)77.40 (N/A)1005.54 1.000 0.600 1.000 1 U7 (N/A)(N/A)(N/A)(N/A)(N/A)103.20 (N/A)1005.54 1.000 0.600 1.000 1 U8 (N/A)(N/A)(N/A)(N/A)(N/A)148.20 (N/A)1185.53 0.696 0.600 1.000 1 U9 (N/A)(N/A)(N/A)(N/A)(N/A)77.40 (N/A)1005.54 1.000 0.600 1.000 1 U10 (N/A)(N/A)(N/A)(N/A)(N/A)148.20 (N/A)1185.53 0.696 0.600 1.000 1 U11 (N/A)(N/A)(N/A)(N/A)(N/A)77.40 (N/A)1005.54 1.000 0.600 1.000 1 U12 (N/A)(N/A)(N/A)(N/A)(N/A)148.20 (N/A)1185.53 0.696 0.600 1.000 1 U13 (N/A)(N/A)(N/A)(N/A)(N/A)77.40 (N/A)1005.54 1.000 0.600 1.000 1 U14 (N/A)(N/A)(N/A)(N/A)(N/A)131.00 (N/A)1214.06 0.656 0.600 1.000 292 of 427 STRUCTUREPOINT - spColumn v6.00 Page |7 Licensed to: Administrator, Administrator. License ID: -XXXXX 6/14/2024 g:\2024\240022 n.harbor scott tran\cals\spcolumn\col c1.2 12x24.col 12:32 AM 8. Factored Moments NOTE: Each loading combination includes the following cases: Top - At column top Bot - At column bottom 8.1. X - axis Load 1st Order 2nd Order Ratio Combo Mns Ms Mu Mmin Mi Mc 2nd/1st k-ft k-ft k-ft k-ft k-ft k-ft 1 U1 Top 12.04 (N/A)12.04 9.63 M2=12.04 12.04 1.000 1 U1 Bot 0.00 (N/A)0.00 9.63 M1=0.00 9.63 1.000 1 U2 Top 17.52 (N/A)17.52 14.02 M2=17.52 17.52 1.000 1 U2 Bot 0.00 (N/A)0.00 14.02 M1=0.00 14.02 1.000 1 U3 Top 14.82 (N/A)14.82 11.86 M2=14.82 14.82 1.000 1 U3 Bot 0.00 (N/A)0.00 11.86 M1=0.00 11.86 1.000 1 U4 Top 10.32 (N/A)10.32 8.26 M2=10.32 10.32 1.000 1 U4 Bot 0.00 (N/A)0.00 8.26 M1=0.00 8.26 1.000 1 U5 Top 14.82 (N/A)14.82 11.86 M2=14.82 14.82 1.000 1 U5 Bot 0.00 (N/A)0.00 11.86 M1=0.00 11.86 1.000 1 U6 Top 7.74 (N/A)7.74 6.19 M2=7.74 7.74 1.000 1 U6 Bot 0.00 (N/A)0.00 6.19 M1=0.00 6.19 1.000 1 U7 Top 10.32 (N/A)10.32 8.26 M2=10.32 10.32 1.000 1 U7 Bot 0.00 (N/A)0.00 8.26 M1=0.00 8.26 1.000 1 U8 Top 14.82 (N/A)14.82 11.86 M2=14.82 14.82 1.000 1 U8 Bot 0.00 (N/A)0.00 11.86 M1=0.00 11.86 1.000 1 U9 Top 7.74 (N/A)7.74 6.19 M2=7.74 7.74 1.000 1 U9 Bot 0.00 (N/A)0.00 6.19 M1=0.00 6.19 1.000 1 U10 Top 14.82 (N/A)14.82 11.86 M2=14.82 14.82 1.000 1 U10 Bot 0.00 (N/A)0.00 11.86 M1=0.00 11.86 1.000 1 U11 Top 7.74 (N/A)7.74 6.19 M2=7.74 7.74 1.000 1 U11 Bot 0.00 (N/A)0.00 6.19 M1=0.00 6.19 1.000 1 U12 Top 14.82 (N/A)14.82 11.86 M2=14.82 14.82 1.000 1 U12 Bot 0.00 (N/A)0.00 11.86 M1=0.00 11.86 1.000 1 U13 Top 7.74 (N/A)7.74 6.19 M2=7.74 7.74 1.000 1 U13 Bot 0.00 (N/A)0.00 6.19 M1=0.00 6.19 1.000 1 U14 Top 13.10 (N/A)13.10 10.48 M2=13.10 13.10 1.000 1 U14 Bot 0.00 (N/A)0.00 10.48 M1=0.00 10.48 1.000 9. Factored Loads and Moments with Corresponding Capacities NOTE: Each loading combination includes the following cases: Top - At column top Bot - At column bottom No.Load Combo Pu Mux ɸMnx ɸMn/Mu NA Depth dt Depth εt ɸ kip k-ft k-ft in in 1 1 U1 Top 120.40 12.04 192.84 16.016 4.14 9.56 0.00393 0.809 2 1 U1 Bot 120.40 9.63 192.84 20.020 4.14 9.56 0.00393 0.809 3 1 U2 Top 175.20 17.52 185.86 10.608 4.94 9.56 0.00281 0.713 4 1 U2 Bot 175.20 14.02 185.86 13.260 4.94 9.56 0.00281 0.713 5 1 U3 Top 148.20 14.82 189.85 12.810 4.50 9.56 0.00337 0.761 6 1 U3 Bot 148.20 11.86 189.85 16.013 4.50 9.56 0.00337 0.761 7 1 U4 Top 103.20 10.32 194.20 18.818 3.95 9.56 0.00426 0.837 8 1 U4 Bot 103.20 8.26 194.20 23.523 3.95 9.56 0.00426 0.837 9 1 U5 Top 148.20 14.82 189.85 12.810 4.50 9.56 0.00337 0.761 10 1 U5 Bot 148.20 11.86 189.85 16.013 4.50 9.56 0.00337 0.761 11 1 U6 Top 77.40 7.74 195.68 25.282 3.70 9.56 0.00475 0.879 12 1 U6 Bot 77.40 6.19 195.68 31.602 3.70 9.56 0.00475 0.879 293 of 427 STRUCTUREPOINT - spColumn v6.00 Page |8 Licensed to: Administrator, Administrator. License ID: -XXXXX 6/14/2024 g:\2024\240022 n.harbor scott tran\cals\spcolumn\col c1.2 12x24.col 12:32 AM No.Load Combo Pu Mux ɸMnx ɸMn/Mu NA Depth dt Depth εt ɸ kip k-ft k-ft in in 13 1 U7 Top 103.20 10.32 194.20 18.818 3.95 9.56 0.00426 0.837 14 1 U7 Bot 103.20 8.26 194.20 23.523 3.95 9.56 0.00426 0.837 15 1 U8 Top 148.20 14.82 189.85 12.810 4.50 9.56 0.00337 0.761 16 1 U8 Bot 148.20 11.86 189.85 16.013 4.50 9.56 0.00337 0.761 17 1 U9 Top 77.40 7.74 195.68 25.282 3.70 9.56 0.00475 0.879 18 1 U9 Bot 77.40 6.19 195.68 31.602 3.70 9.56 0.00475 0.879 19 1 U10 Top 148.20 14.82 189.85 12.810 4.50 9.56 0.00337 0.761 20 1 U10 Bot 148.20 11.86 189.85 16.013 4.50 9.56 0.00337 0.761 21 1 U11 Top 77.40 7.74 195.68 25.282 3.70 9.56 0.00475 0.879 22 1 U11 Bot 77.40 6.19 195.68 31.602 3.70 9.56 0.00475 0.879 23 1 U12 Top 148.20 14.82 189.85 12.810 4.50 9.56 0.00337 0.761 24 1 U12 Bot 148.20 11.86 189.85 16.013 4.50 9.56 0.00337 0.761 25 1 U13 Top 77.40 7.74 195.68 25.282 3.70 9.56 0.00475 0.879 26 1 U13 Bot 77.40 6.19 195.68 31.602 3.70 9.56 0.00475 0.879 27 1 U14 Top 131.00 13.10 191.82 14.642 4.27 9.56 0.00372 0.791 28 1 U14 Bot 131.00 10.48 191.82 18.303 4.27 9.56 0.00372 0.791 294 of 427 Licensee stated below acknowledges that STRUCTUREPOINT (SP) is not and cannot be responsible for either the accuracy or adequacy of the material supplied as input for processing by the spColumn computer program. Furthermore, STRUCTUREPOINT neither makes any warranty expressed nor implied with respect to the correctness of the output prepared by the spColumn program. Although STRUCTUREPOINT has endeavored to produce spColumn error free the program is not and cannot be certified infallible. The final and only responsibility for analysis, design and engineering documents is the licensee's. Accordingly, STRUCTUREPOINT disclaims all responsibility in contract, negligence or other tort for any analysis, design or engineering documents prepared in connection with the use of the spColumn program. Licensed to: Administrator, Administrator. License ID: -XXXXX spColumn v6.00 Computer program for the Strength Design of Reinforced Concrete Sections Copyright - 1988-2024, STRUCTUREPOINT, LLC. All rights reserved y x COLUMN NO.: C1.3 295 of 427 STRUCTUREPOINT - spColumn v6.00 Page |2 Licensed to: Administrator, Administrator. License ID: -XXXXX 6/14/2024 g:\2024\240022 n.harbor scott tran\cals\spcolumn\col c1.3 12x24.col 12:34 AM Contents 1. General Information............................................................................................................................................... 3 2. Material Properties................................................................................................................................................. 3 2.1. Concrete......................................................................................................................................................... 3 2.2. Steel ............................................................................................................................................................... 3 3. Section................................................................................................................................................................... 3 3.1. Shape and Properties..................................................................................................................................... 3 3.2. Section Figure ................................................................................................................................................ 4 4. Reinforcement ....................................................................................................................................................... 4 4.1. Bar Set: ASTM A615...................................................................................................................................... 4 4.2. Confinement and Factors............................................................................................................................... 4 4.3. Arrangement................................................................................................................................................... 4 4.4. Bars Provided................................................................................................................................................. 5 5. Loading.................................................................................................................................................................. 5 5.1. Load Combinations ........................................................................................................................................ 5 5.2. Service Loads................................................................................................................................................. 5 5.3. Sustained Load Factors ................................................................................................................................. 5 6. Slenderness........................................................................................................................................................... 5 6.1. Sway Criteria.................................................................................................................................................. 5 6.2. Columns ......................................................................................................................................................... 5 6.3. X - Beams....................................................................................................................................................... 6 7. Moment Magnification............................................................................................................................................ 6 7.1. General Parameters....................................................................................................................................... 6 7.2. Effective Length Factors................................................................................................................................. 6 7.3. Magnification Factors: X - axis ....................................................................................................................... 6 8. Factored Moments................................................................................................................................................. 7 8.1. X - axis ........................................................................................................................................................... 7 9. Factored Loads and Moments with Corresponding Capacities.............................................................................7 List of Figures Figure 1: Column section........................................................................................................................................... 4 296 of 427 STRUCTUREPOINT - spColumn v6.00 Page |3 Licensed to: Administrator, Administrator. License ID: -XXXXX 6/14/2024 g:\2024\240022 n.harbor scott tran\cals\spcolumn\col c1.3 12x24.col 12:34 AM 1. General Information File Name g:\2024\240022 n.harbor sco...\col c1.3 12x24.col Project HARBOR Column Col 1 Engineer DE Code ACI 318-14 Bar Set ASTM A615 Units English Run Option Investigation Run Axis X - axis Slenderness Considered Column Type Structural 2. Material Properties 2.1. Concrete Type Standard f'c 4 ksi Ec 3605 ksi fc 3.4 ksi εu 0.003 in/in β1 0.85 2.2. Steel Type Standard fy 60 ksi Es 29000 ksi εyt 0.00206897 in/in 3. Section 3.1. Shape and Properties Type Rectangular Width 24 in Depth 12 in Ag 288 in2 Ix 3456 in4 Iy 13824 in4 rx 3.4641 in ry 6.9282 in Xo 0 in Yo 0 in 297 of 427 STRUCTUREPOINT - spColumn v6.00 Page |4 Licensed to: Administrator, Administrator. License ID: -XXXXX 6/14/2024 g:\2024\240022 n.harbor scott tran\cals\spcolumn\col c1.3 12x24.col 12:34 AM 3.2. Section Figure Rectangular 24 x 12 in 3.47% reinf. Figure 1: Column section 4. Reinforcement 4.1. Bar Set: ASTM A615 Bar Diameter Area Bar Diameter Area Bar Diameter Area in in2 in in2 in in2 #3 0.38 0.11 #4 0.50 0.20 #5 0.63 0.31 #6 0.75 0.44 #7 0.88 0.60 #8 1.00 0.79 #9 1.13 1.00 #10 1.27 1.27 #11 1.41 1.56 #14 1.69 2.25 #18 2.26 4.00 4.2. Confinement and Factors Confinement type Tied For #10 bars or less #3 ties For larger bars #4 ties Capacity Reduction Factors Axial compression, (a)0.8 Tension controlled ɸ, (b)0.9 Compression controlled ɸ, (c)0.65 4.3. Arrangement Pattern Sides different Bar layout Rectangular Cover to Transverse bars Clear cover --- Bars --- Total steel area, As 10.00 in2 Rho 3.47 % Minimum clear spacing 3.65 in y x 298 of 427 STRUCTUREPOINT - spColumn v6.00 Page |5 Licensed to: Administrator, Administrator. License ID: -XXXXX 6/14/2024 g:\2024\240022 n.harbor scott tran\cals\spcolumn\col c1.3 12x24.col 12:34 AM 4.4. Bars Provided Bars Cover in Top 5 #9 1.5 Bottom 5 #9 1.5 Left 0 #8 1.5 Right 0 #8 1.5 5. Loading 5.1. Load Combinations Combination Dead Live Wind EQ Snow U1 1.400 0.000 0.000 0.000 0.000 U2 1.200 1.600 0.000 0.000 0.500 U3 1.200 1.000 0.000 0.000 1.600 U4 1.200 0.000 0.800 0.000 1.600 U5 1.200 1.000 1.600 0.000 0.500 U6 0.900 0.000 1.600 0.000 0.000 U7 1.200 0.000 -0.800 0.000 1.600 U8 1.200 1.000 -1.600 0.000 0.500 U9 0.900 0.000 -1.600 0.000 0.000 U10 1.200 1.000 0.000 1.000 0.200 U11 0.900 0.000 0.000 1.000 0.000 U12 1.200 1.000 0.000 -1.000 0.200 U13 0.900 0.000 0.000 -1.000 0.000 U14 1.000 1.000 0.000 0.000 0.000 5.2. Service Loads No.Load Case Axial Load Mx @ Top Mx @ Bottom My @ Top My @ Bottom kip k-ft k-ft k-ft k-ft 1 Dead 78.00 7.80 0.00 23.00 0.00 1 Live 49.00 4.90 0.00 12.00 0.00 1 Wind 0.00 0.00 0.00 0.00 0.00 1 EQ 0.00 0.00 0.00 0.00 0.00 1 Snow 0.00 0.00 0.00 0.00 0.00 5.3. Sustained Load Factors Load Case Factor % Dead 100 Live 0 Wind 0 EQ 0 Snow 0 6. Slenderness 6.1. Sway Criteria X-Axis Non-sway column 6.2. Columns Column Axis Height Width Depth I f'c Ec ft in in in4 ksi ksi Design X 14.5 24 12 3456 4 3605 Above X (no column specified...) 299 of 427 STRUCTUREPOINT - spColumn v6.00 Page |6 Licensed to: Administrator, Administrator. License ID: -XXXXX 6/14/2024 g:\2024\240022 n.harbor scott tran\cals\spcolumn\col c1.3 12x24.col 12:34 AM Column Axis Height Width Depth I f'c Ec ft in in in4 ksi ksi Below X (no column specified...) 6.3. X - Beams Beam Length Width Depth I f'c Ec ft in in in4 ksi ksi Above Left (no beam specified...) Above Right (no beam specified...) Below Left (no beam specified...) Below Right (no beam specified...) 7. Moment Magnification 7.1. General Parameters Factors Code defaults Stiffness reduction factor,ɸK 0.75 Cracked section coefficients, cI(beams)0.35 Cracked section coefficients, cI(columns)0.7 0.2 Ec Ig + Es Ise (X-axis)6.17e+006 kip-in2 Minimum eccentricity, ex min 0.96 in 7.2. Effective Length Factors Axis Ψtop Ψbottom k (Nonsway)k (Sway)klu/r X 0.000 0.000 1.000 (N/A)50.23 7.3. Magnification Factors: X - axis Load At Ends Along Length Combo ∑Pu Pc ∑Pc βds δs Pu k'lu/r Pc βdns Cm δ kip kip kip kip kip 1 U1 (N/A)(N/A)(N/A)(N/A)(N/A)109.20 (N/A)1005.54 1.000 0.600 1.000 1 U2 (N/A)(N/A)(N/A)(N/A)(N/A)172.00 (N/A)1302.36 0.544 0.600 1.000 1 U3 (N/A)(N/A)(N/A)(N/A)(N/A)142.60 (N/A)1214.14 0.656 0.600 1.000 1 U4 (N/A)(N/A)(N/A)(N/A)(N/A)93.60 (N/A)1005.54 1.000 0.600 1.000 1 U5 (N/A)(N/A)(N/A)(N/A)(N/A)142.60 (N/A)1214.14 0.656 0.600 1.000 1 U6 (N/A)(N/A)(N/A)(N/A)(N/A)70.20 (N/A)1005.54 1.000 0.600 1.000 1 U7 (N/A)(N/A)(N/A)(N/A)(N/A)93.60 (N/A)1005.54 1.000 0.600 1.000 1 U8 (N/A)(N/A)(N/A)(N/A)(N/A)142.60 (N/A)1214.14 0.656 0.600 1.000 1 U9 (N/A)(N/A)(N/A)(N/A)(N/A)70.20 (N/A)1005.54 1.000 0.600 1.000 1 U10 (N/A)(N/A)(N/A)(N/A)(N/A)142.60 (N/A)1214.14 0.656 0.600 1.000 1 U11 (N/A)(N/A)(N/A)(N/A)(N/A)70.20 (N/A)1005.54 1.000 0.600 1.000 1 U12 (N/A)(N/A)(N/A)(N/A)(N/A)142.60 (N/A)1214.14 0.656 0.600 1.000 1 U13 (N/A)(N/A)(N/A)(N/A)(N/A)70.20 (N/A)1005.54 1.000 0.600 1.000 1 U14 (N/A)(N/A)(N/A)(N/A)(N/A)127.00 (N/A)1245.89 0.614 0.600 1.000 300 of 427 STRUCTUREPOINT - spColumn v6.00 Page |7 Licensed to: Administrator, Administrator. License ID: -XXXXX 6/14/2024 g:\2024\240022 n.harbor scott tran\cals\spcolumn\col c1.3 12x24.col 12:34 AM 8. Factored Moments NOTE: Each loading combination includes the following cases: Top - At column top Bot - At column bottom 8.1. X - axis Load 1st Order 2nd Order Ratio Combo Mns Ms Mu Mmin Mi Mc 2nd/1st k-ft k-ft k-ft k-ft k-ft k-ft 1 U1 Top 10.92 (N/A)10.92 8.74 M2=10.92 10.92 1.000 1 U1 Bot 0.00 (N/A)0.00 8.74 M1=0.00 8.74 1.000 1 U2 Top 17.20 (N/A)17.20 13.76 M2=17.20 17.20 1.000 1 U2 Bot 0.00 (N/A)0.00 13.76 M1=0.00 13.76 1.000 1 U3 Top 14.26 (N/A)14.26 11.41 M2=14.26 14.26 1.000 1 U3 Bot 0.00 (N/A)0.00 11.41 M1=0.00 11.41 1.000 1 U4 Top 9.36 (N/A)9.36 7.49 M2=9.36 9.36 1.000 1 U4 Bot 0.00 (N/A)0.00 7.49 M1=0.00 7.49 1.000 1 U5 Top 14.26 (N/A)14.26 11.41 M2=14.26 14.26 1.000 1 U5 Bot 0.00 (N/A)0.00 11.41 M1=0.00 11.41 1.000 1 U6 Top 7.02 (N/A)7.02 5.62 M2=7.02 7.02 1.000 1 U6 Bot 0.00 (N/A)0.00 5.62 M1=0.00 5.62 1.000 1 U7 Top 9.36 (N/A)9.36 7.49 M2=9.36 9.36 1.000 1 U7 Bot 0.00 (N/A)0.00 7.49 M1=0.00 7.49 1.000 1 U8 Top 14.26 (N/A)14.26 11.41 M2=14.26 14.26 1.000 1 U8 Bot 0.00 (N/A)0.00 11.41 M1=0.00 11.41 1.000 1 U9 Top 7.02 (N/A)7.02 5.62 M2=7.02 7.02 1.000 1 U9 Bot 0.00 (N/A)0.00 5.62 M1=0.00 5.62 1.000 1 U10 Top 14.26 (N/A)14.26 11.41 M2=14.26 14.26 1.000 1 U10 Bot 0.00 (N/A)0.00 11.41 M1=0.00 11.41 1.000 1 U11 Top 7.02 (N/A)7.02 5.62 M2=7.02 7.02 1.000 1 U11 Bot 0.00 (N/A)0.00 5.62 M1=0.00 5.62 1.000 1 U12 Top 14.26 (N/A)14.26 11.41 M2=14.26 14.26 1.000 1 U12 Bot 0.00 (N/A)0.00 11.41 M1=0.00 11.41 1.000 1 U13 Top 7.02 (N/A)7.02 5.62 M2=7.02 7.02 1.000 1 U13 Bot 0.00 (N/A)0.00 5.62 M1=0.00 5.62 1.000 1 U14 Top 12.70 (N/A)12.70 10.16 M2=12.70 12.70 1.000 1 U14 Bot 0.00 (N/A)0.00 10.16 M1=0.00 10.16 1.000 9. Factored Loads and Moments with Corresponding Capacities NOTE: Each loading combination includes the following cases: Top - At column top Bot - At column bottom No.Load Combo Pu Mux ɸMnx ɸMn/Mu NA Depth dt Depth εt ɸ kip k-ft k-ft in in 1 1 U1 Top 109.20 10.92 193.77 17.744 4.01 9.56 0.00415 0.827 2 1 U1 Bot 109.20 8.74 193.77 22.180 4.01 9.56 0.00415 0.827 3 1 U2 Top 172.00 17.20 186.40 10.837 4.88 9.56 0.00287 0.719 4 1 U2 Bot 172.00 13.76 186.40 13.546 4.88 9.56 0.00287 0.719 5 1 U3 Top 142.60 14.26 190.54 13.362 4.42 9.56 0.00348 0.771 6 1 U3 Bot 142.60 11.41 190.54 16.702 4.42 9.56 0.00348 0.771 7 1 U4 Top 93.60 9.36 194.83 20.815 3.85 9.56 0.00445 0.853 8 1 U4 Bot 93.60 7.49 194.83 26.019 3.85 9.56 0.00445 0.853 9 1 U5 Top 142.60 14.26 190.54 13.362 4.42 9.56 0.00348 0.771 10 1 U5 Bot 142.60 11.41 190.54 16.702 4.42 9.56 0.00348 0.771 11 1 U6 Top 70.20 7.02 195.98 27.917 3.64 9.56 0.00488 0.890 12 1 U6 Bot 70.20 5.62 195.98 34.897 3.64 9.56 0.00488 0.890 301 of 427 STRUCTUREPOINT - spColumn v6.00 Page |8 Licensed to: Administrator, Administrator. License ID: -XXXXX 6/14/2024 g:\2024\240022 n.harbor scott tran\cals\spcolumn\col c1.3 12x24.col 12:34 AM No.Load Combo Pu Mux ɸMnx ɸMn/Mu NA Depth dt Depth εt ɸ kip k-ft k-ft in in 13 1 U7 Top 93.60 9.36 194.83 20.815 3.85 9.56 0.00445 0.853 14 1 U7 Bot 93.60 7.49 194.83 26.019 3.85 9.56 0.00445 0.853 15 1 U8 Top 142.60 14.26 190.54 13.362 4.42 9.56 0.00348 0.771 16 1 U8 Bot 142.60 11.41 190.54 16.702 4.42 9.56 0.00348 0.771 17 1 U9 Top 70.20 7.02 195.98 27.917 3.64 9.56 0.00488 0.890 18 1 U9 Bot 70.20 5.62 195.98 34.897 3.64 9.56 0.00488 0.890 19 1 U10 Top 142.60 14.26 190.54 13.362 4.42 9.56 0.00348 0.771 20 1 U10 Bot 142.60 11.41 190.54 16.702 4.42 9.56 0.00348 0.771 21 1 U11 Top 70.20 7.02 195.98 27.917 3.64 9.56 0.00488 0.890 22 1 U11 Bot 70.20 5.62 195.98 34.897 3.64 9.56 0.00488 0.890 23 1 U12 Top 142.60 14.26 190.54 13.362 4.42 9.56 0.00348 0.771 24 1 U12 Bot 142.60 11.41 190.54 16.702 4.42 9.56 0.00348 0.771 25 1 U13 Top 70.20 7.02 195.98 27.917 3.64 9.56 0.00488 0.890 26 1 U13 Bot 70.20 5.62 195.98 34.897 3.64 9.56 0.00488 0.890 27 1 U14 Top 127.00 12.70 192.22 15.135 4.22 9.56 0.00380 0.797 28 1 U14 Bot 127.00 10.16 192.22 18.919 4.22 9.56 0.00380 0.797 302 of 427 Licensee stated below acknowledges that STRUCTUREPOINT (SP) is not and cannot be responsible for either the accuracy or adequacy of the material supplied as input for processing by the spColumn computer program. Furthermore, STRUCTUREPOINT neither makes any warranty expressed nor implied with respect to the correctness of the output prepared by the spColumn program. Although STRUCTUREPOINT has endeavored to produce spColumn error free the program is not and cannot be certified infallible. The final and only responsibility for analysis, design and engineering documents is the licensee's. Accordingly, STRUCTUREPOINT disclaims all responsibility in contract, negligence or other tort for any analysis, design or engineering documents prepared in connection with the use of the spColumn program. Licensed to: Administrator, Administrator. License ID: -XXXXX spColumn v6.00 Computer program for the Strength Design of Reinforced Concrete Sections Copyright - 1988-2024, STRUCTUREPOINT, LLC. All rights reserved y x COLUMN NO.: C1.4 303 of 427 STRUCTUREPOINT - spColumn v6.00 Page |2 Licensed to: Administrator, Administrator. License ID: -XXXXX 6/14/2024 g:\2024\240022 n.harbor scott tran\cals\spcolumn\col c1.4 12x24.col 12:36 AM Contents 1. General Information............................................................................................................................................... 3 2. Material Properties................................................................................................................................................. 3 2.1. Concrete......................................................................................................................................................... 3 2.2. Steel ............................................................................................................................................................... 3 3. Section................................................................................................................................................................... 3 3.1. Shape and Properties..................................................................................................................................... 3 3.2. Section Figure ................................................................................................................................................ 4 4. Reinforcement ....................................................................................................................................................... 4 4.1. Bar Set: ASTM A615...................................................................................................................................... 4 4.2. Confinement and Factors............................................................................................................................... 4 4.3. Arrangement................................................................................................................................................... 4 4.4. Bars Provided................................................................................................................................................. 5 5. Loading.................................................................................................................................................................. 5 5.1. Load Combinations ........................................................................................................................................ 5 5.2. Service Loads................................................................................................................................................. 5 5.3. Sustained Load Factors ................................................................................................................................. 5 6. Slenderness........................................................................................................................................................... 5 6.1. Sway Criteria.................................................................................................................................................. 5 6.2. Columns ......................................................................................................................................................... 5 6.3. X - Beams....................................................................................................................................................... 6 7. Moment Magnification............................................................................................................................................ 6 7.1. General Parameters....................................................................................................................................... 6 7.2. Effective Length Factors................................................................................................................................. 6 7.3. Magnification Factors: X - axis ....................................................................................................................... 6 8. Factored Moments................................................................................................................................................. 7 8.1. X - axis ........................................................................................................................................................... 7 9. Factored Loads and Moments with Corresponding Capacities.............................................................................7 List of Figures Figure 1: Column section........................................................................................................................................... 4 304 of 427 STRUCTUREPOINT - spColumn v6.00 Page |3 Licensed to: Administrator, Administrator. License ID: -XXXXX 6/14/2024 g:\2024\240022 n.harbor scott tran\cals\spcolumn\col c1.4 12x24.col 12:36 AM 1. General Information File Name g:\2024\240022 n.harbor sco...\col c1.4 12x24.col Project HARBOR Column Col 1 Engineer DE Code ACI 318-14 Bar Set ASTM A615 Units English Run Option Investigation Run Axis X - axis Slenderness Considered Column Type Structural 2. Material Properties 2.1. Concrete Type Standard f'c 4 ksi Ec 3605 ksi fc 3.4 ksi εu 0.003 in/in β1 0.85 2.2. Steel Type Standard fy 60 ksi Es 29000 ksi εyt 0.00206897 in/in 3. Section 3.1. Shape and Properties Type Rectangular Width 24 in Depth 12 in Ag 288 in2 Ix 3456 in4 Iy 13824 in4 rx 3.4641 in ry 6.9282 in Xo 0 in Yo 0 in 305 of 427 STRUCTUREPOINT - spColumn v6.00 Page |4 Licensed to: Administrator, Administrator. License ID: -XXXXX 6/14/2024 g:\2024\240022 n.harbor scott tran\cals\spcolumn\col c1.4 12x24.col 12:36 AM 3.2. Section Figure Rectangular 24 x 12 in 3.47% reinf. Figure 1: Column section 4. Reinforcement 4.1. Bar Set: ASTM A615 Bar Diameter Area Bar Diameter Area Bar Diameter Area in in2 in in2 in in2 #3 0.38 0.11 #4 0.50 0.20 #5 0.63 0.31 #6 0.75 0.44 #7 0.88 0.60 #8 1.00 0.79 #9 1.13 1.00 #10 1.27 1.27 #11 1.41 1.56 #14 1.69 2.25 #18 2.26 4.00 4.2. Confinement and Factors Confinement type Tied For #10 bars or less #3 ties For larger bars #4 ties Capacity Reduction Factors Axial compression, (a)0.8 Tension controlled ɸ, (b)0.9 Compression controlled ɸ, (c)0.65 4.3. Arrangement Pattern Sides different Bar layout Rectangular Cover to Transverse bars Clear cover --- Bars --- Total steel area, As 10.00 in2 Rho 3.47 % Minimum clear spacing 3.65 in y x 306 of 427 STRUCTUREPOINT - spColumn v6.00 Page |5 Licensed to: Administrator, Administrator. License ID: -XXXXX 6/14/2024 g:\2024\240022 n.harbor scott tran\cals\spcolumn\col c1.4 12x24.col 12:36 AM 4.4. Bars Provided Bars Cover in Top 5 #9 1.5 Bottom 5 #9 1.5 Left 0 #8 1.5 Right 0 #8 1.5 5. Loading 5.1. Load Combinations Combination Dead Live Wind EQ Snow U1 1.400 0.000 0.000 0.000 0.000 U2 1.200 1.600 0.000 0.000 0.500 U3 1.200 1.000 0.000 0.000 1.600 U4 1.200 0.000 0.800 0.000 1.600 U5 1.200 1.000 1.600 0.000 0.500 U6 0.900 0.000 1.600 0.000 0.000 U7 1.200 0.000 -0.800 0.000 1.600 U8 1.200 1.000 -1.600 0.000 0.500 U9 0.900 0.000 -1.600 0.000 0.000 U10 1.200 1.000 0.000 1.000 0.200 U11 0.900 0.000 0.000 1.000 0.000 U12 1.200 1.000 0.000 -1.000 0.200 U13 0.900 0.000 0.000 -1.000 0.000 U14 1.000 1.000 0.000 0.000 0.000 5.2. Service Loads No.Load Case Axial Load Mx @ Top Mx @ Bottom My @ Top My @ Bottom kip k-ft k-ft k-ft k-ft 1 Dead 159.00 16.00 0.00 23.00 0.00 1 Live 75.00 7.50 0.00 12.00 0.00 1 Wind 0.00 0.00 0.00 0.00 0.00 1 EQ 0.00 0.00 0.00 0.00 0.00 1 Snow 0.00 0.00 0.00 0.00 0.00 5.3. Sustained Load Factors Load Case Factor % Dead 100 Live 0 Wind 0 EQ 0 Snow 0 6. Slenderness 6.1. Sway Criteria X-Axis Non-sway column 6.2. Columns Column Axis Height Width Depth I f'c Ec ft in in in4 ksi ksi Design X 14.5 24 12 3456 4 3605 Above X (no column specified...) 307 of 427 STRUCTUREPOINT - spColumn v6.00 Page |6 Licensed to: Administrator, Administrator. License ID: -XXXXX 6/14/2024 g:\2024\240022 n.harbor scott tran\cals\spcolumn\col c1.4 12x24.col 12:36 AM Column Axis Height Width Depth I f'c Ec ft in in in4 ksi ksi Below X (no column specified...) 6.3. X - Beams Beam Length Width Depth I f'c Ec ft in in in4 ksi ksi Above Left (no beam specified...) Above Right (no beam specified...) Below Left (no beam specified...) Below Right (no beam specified...) 7. Moment Magnification 7.1. General Parameters Factors Code defaults Stiffness reduction factor,ɸK 0.75 Cracked section coefficients, cI(beams)0.35 Cracked section coefficients, cI(columns)0.7 0.2 Ec Ig + Es Ise (X-axis)6.17e+006 kip-in2 Minimum eccentricity, ex min 0.96 in 7.2. Effective Length Factors Axis Ψtop Ψbottom k (Nonsway)k (Sway)klu/r X 0.000 0.000 1.000 (N/A)50.23 7.3. Magnification Factors: X - axis Load At Ends Along Length Combo ∑Pu Pc ∑Pc βds δs Pu k'lu/r Pc βdns Cm δ kip kip kip kip kip 1 U1 (N/A)(N/A)(N/A)(N/A)(N/A)222.60 (N/A)1005.54 1.000 0.600 1.000 1 U2 (N/A)(N/A)(N/A)(N/A)(N/A)310.80 (N/A)1246.10 0.614 0.600 1.000 1 U3 (N/A)(N/A)(N/A)(N/A)(N/A)265.80 (N/A)1170.71 0.718 0.600 1.000 1 U4 (N/A)(N/A)(N/A)(N/A)(N/A)190.80 (N/A)1005.54 1.000 0.600 1.000 1 U5 (N/A)(N/A)(N/A)(N/A)(N/A)265.80 (N/A)1170.71 0.718 0.600 1.000 1 U6 (N/A)(N/A)(N/A)(N/A)(N/A)143.10 (N/A)1005.54 1.000 0.600 1.000 1 U7 (N/A)(N/A)(N/A)(N/A)(N/A)190.80 (N/A)1005.54 1.000 0.600 1.000 1 U8 (N/A)(N/A)(N/A)(N/A)(N/A)265.80 (N/A)1170.71 0.718 0.600 1.000 1 U9 (N/A)(N/A)(N/A)(N/A)(N/A)143.10 (N/A)1005.54 1.000 0.600 1.000 1 U10 (N/A)(N/A)(N/A)(N/A)(N/A)265.80 (N/A)1170.71 0.718 0.600 1.000 1 U11 (N/A)(N/A)(N/A)(N/A)(N/A)143.10 (N/A)1005.54 1.000 0.600 1.000 1 U12 (N/A)(N/A)(N/A)(N/A)(N/A)265.80 (N/A)1170.71 0.718 0.600 1.000 1 U13 (N/A)(N/A)(N/A)(N/A)(N/A)143.10 (N/A)1005.54 1.000 0.600 1.000 1 U14 (N/A)(N/A)(N/A)(N/A)(N/A)234.00 (N/A)1197.44 0.679 0.600 1.000 308 of 427 STRUCTUREPOINT - spColumn v6.00 Page |7 Licensed to: Administrator, Administrator. License ID: -XXXXX 6/14/2024 g:\2024\240022 n.harbor scott tran\cals\spcolumn\col c1.4 12x24.col 12:36 AM 8. Factored Moments NOTE: Each loading combination includes the following cases: Top - At column top Bot - At column bottom 8.1. X - axis Load 1st Order 2nd Order Ratio Combo Mns Ms Mu Mmin Mi Mc 2nd/1st k-ft k-ft k-ft k-ft k-ft k-ft 1 U1 Top 22.40 (N/A)22.40 17.81 M2=22.40 22.40 1.000 1 U1 Bot 0.00 (N/A)0.00 17.81 M1=0.00 17.81 1.000 1 U2 Top 31.20 (N/A)31.20 24.86 M2=31.20 31.20 1.000 1 U2 Bot 0.00 (N/A)0.00 24.86 M1=0.00 24.86 1.000 1 U3 Top 26.70 (N/A)26.70 21.26 M2=26.70 26.70 1.000 1 U3 Bot 0.00 (N/A)0.00 21.26 M1=0.00 21.26 1.000 1 U4 Top 19.20 (N/A)19.20 15.26 M2=19.20 19.20 1.000 1 U4 Bot 0.00 (N/A)0.00 15.26 M1=0.00 15.26 1.000 1 U5 Top 26.70 (N/A)26.70 21.26 M2=26.70 26.70 1.000 1 U5 Bot 0.00 (N/A)0.00 21.26 M1=0.00 21.26 1.000 1 U6 Top 14.40 (N/A)14.40 11.45 M2=14.40 14.40 1.000 1 U6 Bot 0.00 (N/A)0.00 11.45 M1=0.00 11.45 1.000 1 U7 Top 19.20 (N/A)19.20 15.26 M2=19.20 19.20 1.000 1 U7 Bot 0.00 (N/A)0.00 15.26 M1=0.00 15.26 1.000 1 U8 Top 26.70 (N/A)26.70 21.26 M2=26.70 26.70 1.000 1 U8 Bot 0.00 (N/A)0.00 21.26 M1=0.00 21.26 1.000 1 U9 Top 14.40 (N/A)14.40 11.45 M2=14.40 14.40 1.000 1 U9 Bot 0.00 (N/A)0.00 11.45 M1=0.00 11.45 1.000 1 U10 Top 26.70 (N/A)26.70 21.26 M2=26.70 26.70 1.000 1 U10 Bot 0.00 (N/A)0.00 21.26 M1=0.00 21.26 1.000 1 U11 Top 14.40 (N/A)14.40 11.45 M2=14.40 14.40 1.000 1 U11 Bot 0.00 (N/A)0.00 11.45 M1=0.00 11.45 1.000 1 U12 Top 26.70 (N/A)26.70 21.26 M2=26.70 26.70 1.000 1 U12 Bot 0.00 (N/A)0.00 21.26 M1=0.00 21.26 1.000 1 U13 Top 14.40 (N/A)14.40 11.45 M2=14.40 14.40 1.000 1 U13 Bot 0.00 (N/A)0.00 11.45 M1=0.00 11.45 1.000 1 U14 Top 23.50 (N/A)23.50 18.72 M2=23.50 23.50 1.000 1 U14 Bot 0.00 (N/A)0.00 18.72 M1=0.00 18.72 1.000 9. Factored Loads and Moments with Corresponding Capacities NOTE: Each loading combination includes the following cases: Top - At column top Bot - At column bottom No.Load Combo Pu Mux ɸMnx ɸMn/Mu NA Depth dt Depth εt ɸ kip k-ft k-ft in in 1 1 U1 Top 222.60 22.40 177.56 7.927 5.74 9.56 0.00199 0.650 2 1 U1 Bot 222.60 17.81 177.56 9.971 5.74 9.56 0.00199 0.650 3 1 U2 Top 310.80 31.20 169.15 5.422 6.38 9.56 0.00149 0.650 4 1 U2 Bot 310.80 24.86 169.15 6.803 6.38 9.56 0.00149 0.650 5 1 U3 Top 265.80 26.70 173.48 6.498 6.05 9.56 0.00174 0.650 6 1 U3 Bot 265.80 21.26 173.48 8.159 6.05 9.56 0.00174 0.650 7 1 U4 Top 190.80 19.20 182.97 9.530 5.24 9.56 0.00248 0.685 8 1 U4 Bot 190.80 15.26 182.97 11.987 5.24 9.56 0.00248 0.685 9 1 U5 Top 265.80 26.70 173.48 6.498 6.05 9.56 0.00174 0.650 10 1 U5 Bot 265.80 21.26 173.48 8.159 6.05 9.56 0.00174 0.650 11 1 U6 Top 143.10 14.40 190.48 13.228 4.43 9.56 0.00347 0.770 12 1 U6 Bot 143.10 11.45 190.48 16.638 4.43 9.56 0.00347 0.770 309 of 427 STRUCTUREPOINT - spColumn v6.00 Page |8 Licensed to: Administrator, Administrator. License ID: -XXXXX 6/14/2024 g:\2024\240022 n.harbor scott tran\cals\spcolumn\col c1.4 12x24.col 12:36 AM No.Load Combo Pu Mux ɸMnx ɸMn/Mu NA Depth dt Depth εt ɸ kip k-ft k-ft in in 13 1 U7 Top 190.80 19.20 182.97 9.530 5.24 9.56 0.00248 0.685 14 1 U7 Bot 190.80 15.26 182.97 11.987 5.24 9.56 0.00248 0.685 15 1 U8 Top 265.80 26.70 173.48 6.498 6.05 9.56 0.00174 0.650 16 1 U8 Bot 265.80 21.26 173.48 8.159 6.05 9.56 0.00174 0.650 17 1 U9 Top 143.10 14.40 190.48 13.228 4.43 9.56 0.00347 0.770 18 1 U9 Bot 143.10 11.45 190.48 16.638 4.43 9.56 0.00347 0.770 19 1 U10 Top 265.80 26.70 173.48 6.498 6.05 9.56 0.00174 0.650 20 1 U10 Bot 265.80 21.26 173.48 8.159 6.05 9.56 0.00174 0.650 21 1 U11 Top 143.10 14.40 190.48 13.228 4.43 9.56 0.00347 0.770 22 1 U11 Bot 143.10 11.45 190.48 16.638 4.43 9.56 0.00347 0.770 23 1 U12 Top 265.80 26.70 173.48 6.498 6.05 9.56 0.00174 0.650 24 1 U12 Bot 265.80 21.26 173.48 8.159 6.05 9.56 0.00174 0.650 25 1 U13 Top 143.10 14.40 190.48 13.228 4.43 9.56 0.00347 0.770 26 1 U13 Bot 143.10 11.45 190.48 16.638 4.43 9.56 0.00347 0.770 27 1 U14 Top 234.00 23.50 176.49 7.510 5.82 9.56 0.00193 0.650 28 1 U14 Bot 234.00 18.72 176.49 9.428 5.82 9.56 0.00193 0.650 310 of 427 Licensee stated below acknowledges that STRUCTUREPOINT (SP) is not and cannot be responsible for either the accuracy or adequacy of the material supplied as input for processing by the spColumn computer program. Furthermore, STRUCTUREPOINT neither makes any warranty expressed nor implied with respect to the correctness of the output prepared by the spColumn program. Although STRUCTUREPOINT has endeavored to produce spColumn error free the program is not and cannot be certified infallible. The final and only responsibility for analysis, design and engineering documents is the licensee's. Accordingly, STRUCTUREPOINT disclaims all responsibility in contract, negligence or other tort for any analysis, design or engineering documents prepared in connection with the use of the spColumn program. Licensed to: Administrator, Administrator. License ID: -XXXXX spColumn v6.00 Computer program for the Strength Design of Reinforced Concrete Sections Copyright - 1988-2024, STRUCTUREPOINT, LLC. All rights reserved y x COLUMN NO.: C1.5 311 of 427 STRUCTUREPOINT - spColumn v6.00 Page |2 Licensed to: Administrator, Administrator. License ID: -XXXXX 6/14/2024 g:\2024\240022 n.harbor scott tran\cals\spcolumn\col c1.5 12x24.col 12:38 AM Contents 1. General Information............................................................................................................................................... 3 2. Material Properties................................................................................................................................................. 3 2.1. Concrete......................................................................................................................................................... 3 2.2. Steel ............................................................................................................................................................... 3 3. Section................................................................................................................................................................... 3 3.1. Shape and Properties..................................................................................................................................... 3 3.2. Section Figure ................................................................................................................................................ 4 4. Reinforcement ....................................................................................................................................................... 4 4.1. Bar Set: ASTM A615...................................................................................................................................... 4 4.2. Confinement and Factors............................................................................................................................... 4 4.3. Arrangement................................................................................................................................................... 4 4.4. Bars Provided................................................................................................................................................. 5 5. Loading.................................................................................................................................................................. 5 5.1. Load Combinations ........................................................................................................................................ 5 5.2. Service Loads................................................................................................................................................. 5 5.3. Sustained Load Factors ................................................................................................................................. 5 6. Slenderness........................................................................................................................................................... 5 6.1. Sway Criteria.................................................................................................................................................. 5 6.2. Columns ......................................................................................................................................................... 5 6.3. X - Beams....................................................................................................................................................... 6 7. Moment Magnification............................................................................................................................................ 6 7.1. General Parameters....................................................................................................................................... 6 7.2. Effective Length Factors................................................................................................................................. 6 7.3. Magnification Factors: X - axis ....................................................................................................................... 6 8. Factored Moments................................................................................................................................................. 7 8.1. X - axis ........................................................................................................................................................... 7 9. Factored Loads and Moments with Corresponding Capacities.............................................................................7 List of Figures Figure 1: Column section........................................................................................................................................... 4 312 of 427 STRUCTUREPOINT - spColumn v6.00 Page |3 Licensed to: Administrator, Administrator. License ID: -XXXXX 6/14/2024 g:\2024\240022 n.harbor scott tran\cals\spcolumn\col c1.5 12x24.col 12:38 AM 1. General Information File Name g:\2024\240022 n.harbor sco...\col c1.5 12x24.col Project HARBOR Column Col 1 Engineer DE Code ACI 318-14 Bar Set ASTM A615 Units English Run Option Investigation Run Axis X - axis Slenderness Considered Column Type Structural 2. Material Properties 2.1. Concrete Type Standard f'c 4 ksi Ec 3605 ksi fc 3.4 ksi εu 0.003 in/in β1 0.85 2.2. Steel Type Standard fy 60 ksi Es 29000 ksi εyt 0.00206897 in/in 3. Section 3.1. Shape and Properties Type Rectangular Width 24 in Depth 12 in Ag 288 in2 Ix 3456 in4 Iy 13824 in4 rx 3.4641 in ry 6.9282 in Xo 0 in Yo 0 in 313 of 427 STRUCTUREPOINT - spColumn v6.00 Page |4 Licensed to: Administrator, Administrator. License ID: -XXXXX 6/14/2024 g:\2024\240022 n.harbor scott tran\cals\spcolumn\col c1.5 12x24.col 12:38 AM 3.2. Section Figure Rectangular 24 x 12 in 3.47% reinf. Figure 1: Column section 4. Reinforcement 4.1. Bar Set: ASTM A615 Bar Diameter Area Bar Diameter Area Bar Diameter Area in in2 in in2 in in2 #3 0.38 0.11 #4 0.50 0.20 #5 0.63 0.31 #6 0.75 0.44 #7 0.88 0.60 #8 1.00 0.79 #9 1.13 1.00 #10 1.27 1.27 #11 1.41 1.56 #14 1.69 2.25 #18 2.26 4.00 4.2. Confinement and Factors Confinement type Tied For #10 bars or less #3 ties For larger bars #4 ties Capacity Reduction Factors Axial compression, (a)0.8 Tension controlled ɸ, (b)0.9 Compression controlled ɸ, (c)0.65 4.3. Arrangement Pattern Sides different Bar layout Rectangular Cover to Transverse bars Clear cover --- Bars --- Total steel area, As 10.00 in2 Rho 3.47 % Minimum clear spacing 3.65 in y x 314 of 427 STRUCTUREPOINT - spColumn v6.00 Page |5 Licensed to: Administrator, Administrator. License ID: -XXXXX 6/14/2024 g:\2024\240022 n.harbor scott tran\cals\spcolumn\col c1.5 12x24.col 12:38 AM 4.4. Bars Provided Bars Cover in Top 5 #9 1.5 Bottom 5 #9 1.5 Left 0 #8 1.5 Right 0 #8 1.5 5. Loading 5.1. Load Combinations Combination Dead Live Wind EQ Snow U1 1.400 0.000 0.000 0.000 0.000 U2 1.200 1.600 0.000 0.000 0.500 U3 1.200 1.000 0.000 0.000 1.600 U4 1.200 0.000 0.800 0.000 1.600 U5 1.200 1.000 1.600 0.000 0.500 U6 0.900 0.000 1.600 0.000 0.000 U7 1.200 0.000 -0.800 0.000 1.600 U8 1.200 1.000 -1.600 0.000 0.500 U9 0.900 0.000 -1.600 0.000 0.000 U10 1.200 1.000 0.000 1.000 0.200 U11 0.900 0.000 0.000 1.000 0.000 U12 1.200 1.000 0.000 -1.000 0.200 U13 0.900 0.000 0.000 -1.000 0.000 U14 1.000 1.000 0.000 0.000 0.000 5.2. Service Loads No.Load Case Axial Load Mx @ Top Mx @ Bottom My @ Top My @ Bottom kip k-ft k-ft k-ft k-ft 1 Dead 243.00 24.30 0.00 23.00 0.00 1 Live 117.00 12.00 0.00 12.00 0.00 1 Wind 0.00 0.00 0.00 0.00 0.00 1 EQ 0.00 0.00 0.00 0.00 0.00 1 Snow 0.00 0.00 0.00 0.00 0.00 5.3. Sustained Load Factors Load Case Factor % Dead 100 Live 0 Wind 0 EQ 0 Snow 0 6. Slenderness 6.1. Sway Criteria X-Axis Non-sway column 6.2. Columns Column Axis Height Width Depth I f'c Ec ft in in in4 ksi ksi Design X 14.5 24 12 3456 4 3605 Above X (no column specified...) 315 of 427 STRUCTUREPOINT - spColumn v6.00 Page |6 Licensed to: Administrator, Administrator. License ID: -XXXXX 6/14/2024 g:\2024\240022 n.harbor scott tran\cals\spcolumn\col c1.5 12x24.col 12:38 AM Column Axis Height Width Depth I f'c Ec ft in in in4 ksi ksi Below X (no column specified...) 6.3. X - Beams Beam Length Width Depth I f'c Ec ft in in in4 ksi ksi Above Left (no beam specified...) Above Right (no beam specified...) Below Left (no beam specified...) Below Right (no beam specified...) 7. Moment Magnification 7.1. General Parameters Factors Code defaults Stiffness reduction factor,ɸK 0.75 Cracked section coefficients, cI(beams)0.35 Cracked section coefficients, cI(columns)0.7 0.2 Ec Ig + Es Ise (X-axis)6.17e+006 kip-in2 Minimum eccentricity, ex min 0.96 in 7.2. Effective Length Factors Axis Ψtop Ψbottom k (Nonsway)k (Sway)klu/r X 0.000 0.000 1.000 (N/A)50.23 7.3. Magnification Factors: X - axis Load At Ends Along Length Combo ∑Pu Pc ∑Pc βds δs Pu k'lu/r Pc βdns Cm δ kip kip kip kip kip 1 U1 (N/A)(N/A)(N/A)(N/A)(N/A)340.20 (N/A)1005.54 1.000 0.600 1.093 1 U2 (N/A)(N/A)(N/A)(N/A)(N/A)478.80 (N/A)1249.88 0.609 0.600 1.226 1 U3 (N/A)(N/A)(N/A)(N/A)(N/A)408.60 (N/A)1173.56 0.714 0.600 1.120 1 U4 (N/A)(N/A)(N/A)(N/A)(N/A)291.60 (N/A)1005.54 1.000 0.600 1.000 1 U5 (N/A)(N/A)(N/A)(N/A)(N/A)408.60 (N/A)1173.56 0.714 0.600 1.120 1 U6 (N/A)(N/A)(N/A)(N/A)(N/A)218.70 (N/A)1005.54 1.000 0.600 1.000 1 U7 (N/A)(N/A)(N/A)(N/A)(N/A)291.60 (N/A)1005.54 1.000 0.600 1.000 1 U8 (N/A)(N/A)(N/A)(N/A)(N/A)408.60 (N/A)1173.56 0.714 0.600 1.120 1 U9 (N/A)(N/A)(N/A)(N/A)(N/A)218.70 (N/A)1005.54 1.000 0.600 1.000 1 U10 (N/A)(N/A)(N/A)(N/A)(N/A)408.60 (N/A)1173.56 0.714 0.600 1.120 1 U11 (N/A)(N/A)(N/A)(N/A)(N/A)218.70 (N/A)1005.54 1.000 0.600 1.000 1 U12 (N/A)(N/A)(N/A)(N/A)(N/A)408.60 (N/A)1173.56 0.714 0.600 1.120 1 U13 (N/A)(N/A)(N/A)(N/A)(N/A)218.70 (N/A)1005.54 1.000 0.600 1.000 1 U14 (N/A)(N/A)(N/A)(N/A)(N/A)360.00 (N/A)1200.64 0.675 0.600 1.000 316 of 427 STRUCTUREPOINT - spColumn v6.00 Page |7 Licensed to: Administrator, Administrator. License ID: -XXXXX 6/14/2024 g:\2024\240022 n.harbor scott tran\cals\spcolumn\col c1.5 12x24.col 12:38 AM 8. Factored Moments NOTE: Each loading combination includes the following cases: Top - At column top Bot - At column bottom 8.1. X - axis Load 1st Order 2nd Order Ratio Combo Mns Ms Mu Mmin Mi Mc 2nd/1st k-ft k-ft k-ft k-ft k-ft k-ft 1 U1 Top 34.02 (N/A)34.02 27.22 M2=34.02 37.19 1.093 1 U1 Bot 0.00 (N/A)0.00 27.22 M1=0.00 29.75 1.093 1 U2 Top 48.36 (N/A)48.36 38.30 M2=48.36 59.31 1.226 1 U2 Bot 0.00 (N/A)0.00 38.30 M1=0.00 46.98 1.226 1 U3 Top 41.16 (N/A)41.16 32.69 M2=41.16 46.09 1.120 1 U3 Bot 0.00 (N/A)0.00 32.69 M1=0.00 36.61 1.120 1 U4 Top 29.16 (N/A)29.16 23.33 M2=29.16 29.16 1.000 1 U4 Bot 0.00 (N/A)0.00 23.33 M1=0.00 23.33 1.000 1 U5 Top 41.16 (N/A)41.16 32.69 M2=41.16 46.09 1.120 1 U5 Bot 0.00 (N/A)0.00 32.69 M1=0.00 36.61 1.120 1 U6 Top 21.87 (N/A)21.87 17.50 M2=21.87 21.87 1.000 1 U6 Bot 0.00 (N/A)0.00 17.50 M1=0.00 17.50 1.000 1 U7 Top 29.16 (N/A)29.16 23.33 M2=29.16 29.16 1.000 1 U7 Bot 0.00 (N/A)0.00 23.33 M1=0.00 23.33 1.000 1 U8 Top 41.16 (N/A)41.16 32.69 M2=41.16 46.09 1.120 1 U8 Bot 0.00 (N/A)0.00 32.69 M1=0.00 36.61 1.120 1 U9 Top 21.87 (N/A)21.87 17.50 M2=21.87 21.87 1.000 1 U9 Bot 0.00 (N/A)0.00 17.50 M1=0.00 17.50 1.000 1 U10 Top 41.16 (N/A)41.16 32.69 M2=41.16 46.09 1.120 1 U10 Bot 0.00 (N/A)0.00 32.69 M1=0.00 36.61 1.120 1 U11 Top 21.87 (N/A)21.87 17.50 M2=21.87 21.87 1.000 1 U11 Bot 0.00 (N/A)0.00 17.50 M1=0.00 17.50 1.000 1 U12 Top 41.16 (N/A)41.16 32.69 M2=41.16 46.09 1.120 1 U12 Bot 0.00 (N/A)0.00 32.69 M1=0.00 36.61 1.120 1 U13 Top 21.87 (N/A)21.87 17.50 M2=21.87 21.87 1.000 1 U13 Bot 0.00 (N/A)0.00 17.50 M1=0.00 17.50 1.000 1 U14 Top 36.30 (N/A)36.30 28.80 M2=36.30 36.30 1.000 1 U14 Bot 0.00 (N/A)0.00 28.80 M1=0.00 28.80 1.000 9. Factored Loads and Moments with Corresponding Capacities NOTE: Each loading combination includes the following cases: Top - At column top Bot - At column bottom No.Load Combo Pu Mux ɸMnx ɸMn/Mu NA Depth dt Depth εt ɸ kip k-ft k-ft in in 1 1 U1 Top 340.20 37.19 166.26 4.471 6.62 9.56 0.00133 0.650 2 1 U1 Bot 340.20 29.75 166.26 5.589 6.62 9.56 0.00133 0.650 3 1 U2 Top 478.80 59.31 150.98 2.546 7.88 9.56 0.00064 0.650 4 1 U2 Bot 478.80 46.98 150.98 3.214 7.88 9.56 0.00064 0.650 5 1 U3 Top 408.60 46.09 159.16 3.453 7.21 9.56 0.00098 0.650 6 1 U3 Bot 408.60 36.61 159.16 4.348 7.21 9.56 0.00098 0.650 7 1 U4 Top 291.60 29.16 171.01 5.865 6.24 9.56 0.00160 0.650 8 1 U4 Bot 291.60 23.33 171.01 7.331 6.24 9.56 0.00160 0.650 9 1 U5 Top 408.60 46.09 159.16 3.453 7.21 9.56 0.00098 0.650 10 1 U5 Bot 408.60 36.61 159.16 4.348 7.21 9.56 0.00098 0.650 11 1 U6 Top 218.70 21.87 177.93 8.136 5.72 9.56 0.00202 0.650 12 1 U6 Bot 218.70 17.50 177.93 10.170 5.72 9.56 0.00202 0.650 317 of 427 STRUCTUREPOINT - spColumn v6.00 Page |8 Licensed to: Administrator, Administrator. License ID: -XXXXX 6/14/2024 g:\2024\240022 n.harbor scott tran\cals\spcolumn\col c1.5 12x24.col 12:38 AM No.Load Combo Pu Mux ɸMnx ɸMn/Mu NA Depth dt Depth εt ɸ kip k-ft k-ft in in 13 1 U7 Top 291.60 29.16 171.01 5.865 6.24 9.56 0.00160 0.650 14 1 U7 Bot 291.60 23.33 171.01 7.331 6.24 9.56 0.00160 0.650 15 1 U8 Top 408.60 46.09 159.16 3.453 7.21 9.56 0.00098 0.650 16 1 U8 Bot 408.60 36.61 159.16 4.348 7.21 9.56 0.00098 0.650 17 1 U9 Top 218.70 21.87 177.93 8.136 5.72 9.56 0.00202 0.650 18 1 U9 Bot 218.70 17.50 177.93 10.170 5.72 9.56 0.00202 0.650 19 1 U10 Top 408.60 46.09 159.16 3.453 7.21 9.56 0.00098 0.650 20 1 U10 Bot 408.60 36.61 159.16 4.348 7.21 9.56 0.00098 0.650 21 1 U11 Top 218.70 21.87 177.93 8.136 5.72 9.56 0.00202 0.650 22 1 U11 Bot 218.70 17.50 177.93 10.170 5.72 9.56 0.00202 0.650 23 1 U12 Top 408.60 46.09 159.16 3.453 7.21 9.56 0.00098 0.650 24 1 U12 Bot 408.60 36.61 159.16 4.348 7.21 9.56 0.00098 0.650 25 1 U13 Top 218.70 21.87 177.93 8.136 5.72 9.56 0.00202 0.650 26 1 U13 Bot 218.70 17.50 177.93 10.170 5.72 9.56 0.00202 0.650 27 1 U14 Top 360.00 36.30 164.26 4.525 6.78 9.56 0.00123 0.650 28 1 U14 Bot 360.00 28.80 164.26 5.704 6.78 9.56 0.00123 0.650 318 of 427 Licensee stated below acknowledges that STRUCTUREPOINT (SP) is not and cannot be responsible for either the accuracy or adequacy of the material supplied as input for processing by the spColumn computer program. Furthermore, STRUCTUREPOINT neither makes any warranty expressed nor implied with respect to the correctness of the output prepared by the spColumn program. Although STRUCTUREPOINT has endeavored to produce spColumn error free the program is not and cannot be certified infallible. The final and only responsibility for analysis, design and engineering documents is the licensee's. Accordingly, STRUCTUREPOINT disclaims all responsibility in contract, negligence or other tort for any analysis, design or engineering documents prepared in connection with the use of the spColumn program. Licensed to: Administrator, Administrator. License ID: -XXXXX spColumn v6.00 Computer program for the Strength Design of Reinforced Concrete Sections Copyright - 1988-2024, STRUCTUREPOINT, LLC. All rights reserved y x COLUMN NO.: C1.6 319 of 427 STRUCTUREPOINT - spColumn v6.00 Page |2 Licensed to: Administrator, Administrator. License ID: -XXXXX 6/14/2024 g:\2024\240022 n.harbor scott tran\cals\spcolumn\col c1.6 12x24.col 12:39 AM Contents 1. General Information............................................................................................................................................... 3 2. Material Properties................................................................................................................................................. 3 2.1. Concrete......................................................................................................................................................... 3 2.2. Steel ............................................................................................................................................................... 3 3. Section................................................................................................................................................................... 3 3.1. Shape and Properties..................................................................................................................................... 3 3.2. Section Figure ................................................................................................................................................ 4 4. Reinforcement ....................................................................................................................................................... 4 4.1. Bar Set: ASTM A615...................................................................................................................................... 4 4.2. Confinement and Factors............................................................................................................................... 4 4.3. Arrangement................................................................................................................................................... 4 4.4. Bars Provided................................................................................................................................................. 5 5. Loading.................................................................................................................................................................. 5 5.1. Load Combinations ........................................................................................................................................ 5 5.2. Service Loads................................................................................................................................................. 5 5.3. Sustained Load Factors ................................................................................................................................. 5 6. Slenderness........................................................................................................................................................... 5 6.1. Sway Criteria.................................................................................................................................................. 5 6.2. Columns ......................................................................................................................................................... 5 6.3. X - Beams....................................................................................................................................................... 6 7. Moment Magnification............................................................................................................................................ 6 7.1. General Parameters....................................................................................................................................... 6 7.2. Effective Length Factors................................................................................................................................. 6 7.3. Magnification Factors: X - axis ....................................................................................................................... 6 8. Factored Moments................................................................................................................................................. 7 8.1. X - axis ........................................................................................................................................................... 7 9. Factored Loads and Moments with Corresponding Capacities.............................................................................7 List of Figures Figure 1: Column section........................................................................................................................................... 4 320 of 427 STRUCTUREPOINT - spColumn v6.00 Page |3 Licensed to: Administrator, Administrator. License ID: -XXXXX 6/14/2024 g:\2024\240022 n.harbor scott tran\cals\spcolumn\col c1.6 12x24.col 12:39 AM 1. General Information File Name g:\2024\240022 n.harbor sco...\col c1.6 12x24.col Project HARBOR Column Col 1 Engineer DE Code ACI 318-14 Bar Set ASTM A615 Units English Run Option Investigation Run Axis X - axis Slenderness Considered Column Type Structural 2. Material Properties 2.1. Concrete Type Standard f'c 4 ksi Ec 3605 ksi fc 3.4 ksi εu 0.003 in/in β1 0.85 2.2. Steel Type Standard fy 60 ksi Es 29000 ksi εyt 0.00206897 in/in 3. Section 3.1. Shape and Properties Type Rectangular Width 24 in Depth 12 in Ag 288 in2 Ix 3456 in4 Iy 13824 in4 rx 3.4641 in ry 6.9282 in Xo 0 in Yo 0 in 321 of 427 STRUCTUREPOINT - spColumn v6.00 Page |4 Licensed to: Administrator, Administrator. License ID: -XXXXX 6/14/2024 g:\2024\240022 n.harbor scott tran\cals\spcolumn\col c1.6 12x24.col 12:39 AM 3.2. Section Figure Rectangular 24 x 12 in 3.47% reinf. Figure 1: Column section 4. Reinforcement 4.1. Bar Set: ASTM A615 Bar Diameter Area Bar Diameter Area Bar Diameter Area in in2 in in2 in in2 #3 0.38 0.11 #4 0.50 0.20 #5 0.63 0.31 #6 0.75 0.44 #7 0.88 0.60 #8 1.00 0.79 #9 1.13 1.00 #10 1.27 1.27 #11 1.41 1.56 #14 1.69 2.25 #18 2.26 4.00 4.2. Confinement and Factors Confinement type Tied For #10 bars or less #3 ties For larger bars #4 ties Capacity Reduction Factors Axial compression, (a)0.8 Tension controlled ɸ, (b)0.9 Compression controlled ɸ, (c)0.65 4.3. Arrangement Pattern Sides different Bar layout Rectangular Cover to Transverse bars Clear cover --- Bars --- Total steel area, As 10.00 in2 Rho 3.47 % Minimum clear spacing 3.65 in y x 322 of 427 STRUCTUREPOINT - spColumn v6.00 Page |5 Licensed to: Administrator, Administrator. License ID: -XXXXX 6/14/2024 g:\2024\240022 n.harbor scott tran\cals\spcolumn\col c1.6 12x24.col 12:39 AM 4.4. Bars Provided Bars Cover in Top 5 #9 1.5 Bottom 5 #9 1.5 Left 0 #8 1.5 Right 0 #8 1.5 5. Loading 5.1. Load Combinations Combination Dead Live Wind EQ Snow U1 1.400 0.000 0.000 0.000 0.000 U2 1.200 1.600 0.000 0.000 0.500 U3 1.200 1.000 0.000 0.000 1.600 U4 1.200 0.000 0.800 0.000 1.600 U5 1.200 1.000 1.600 0.000 0.500 U6 0.900 0.000 1.600 0.000 0.000 U7 1.200 0.000 -0.800 0.000 1.600 U8 1.200 1.000 -1.600 0.000 0.500 U9 0.900 0.000 -1.600 0.000 0.000 U10 1.200 1.000 0.000 1.000 0.200 U11 0.900 0.000 0.000 1.000 0.000 U12 1.200 1.000 0.000 -1.000 0.200 U13 0.900 0.000 0.000 -1.000 0.000 U14 1.000 1.000 0.000 0.000 0.000 5.2. Service Loads No.Load Case Axial Load Mx @ Top Mx @ Bottom My @ Top My @ Bottom kip k-ft k-ft k-ft k-ft 1 Dead 248.00 24.80 0.00 23.00 0.00 1 Live 118.00 11.80 0.00 12.00 0.00 1 Wind 0.00 0.00 0.00 0.00 0.00 1 EQ 0.00 0.00 0.00 0.00 0.00 1 Snow 0.00 0.00 0.00 0.00 0.00 5.3. Sustained Load Factors Load Case Factor % Dead 100 Live 0 Wind 0 EQ 0 Snow 0 6. Slenderness 6.1. Sway Criteria X-Axis Non-sway column 6.2. Columns Column Axis Height Width Depth I f'c Ec ft in in in4 ksi ksi Design X 14.5 24 12 3456 4 3605 Above X (no column specified...) 323 of 427 STRUCTUREPOINT - spColumn v6.00 Page |6 Licensed to: Administrator, Administrator. License ID: -XXXXX 6/14/2024 g:\2024\240022 n.harbor scott tran\cals\spcolumn\col c1.6 12x24.col 12:39 AM Column Axis Height Width Depth I f'c Ec ft in in in4 ksi ksi Below X (no column specified...) 6.3. X - Beams Beam Length Width Depth I f'c Ec ft in in in4 ksi ksi Above Left (no beam specified...) Above Right (no beam specified...) Below Left (no beam specified...) Below Right (no beam specified...) 7. Moment Magnification 7.1. General Parameters Factors Code defaults Stiffness reduction factor,ɸK 0.75 Cracked section coefficients, cI(beams)0.35 Cracked section coefficients, cI(columns)0.7 0.2 Ec Ig + Es Ise (X-axis)6.17e+006 kip-in2 Minimum eccentricity, ex min 0.96 in 7.2. Effective Length Factors Axis Ψtop Ψbottom k (Nonsway)k (Sway)klu/r X 0.000 0.000 1.000 (N/A)50.23 7.3. Magnification Factors: X - axis Load At Ends Along Length Combo ∑Pu Pc ∑Pc βds δs Pu k'lu/r Pc βdns Cm δ kip kip kip kip kip 1 U1 (N/A)(N/A)(N/A)(N/A)(N/A)347.20 (N/A)1005.54 1.000 0.600 1.112 1 U2 (N/A)(N/A)(N/A)(N/A)(N/A)486.40 (N/A)1247.69 0.612 0.600 1.249 1 U3 (N/A)(N/A)(N/A)(N/A)(N/A)415.60 (N/A)1171.91 0.716 0.600 1.138 1 U4 (N/A)(N/A)(N/A)(N/A)(N/A)297.60 (N/A)1005.54 1.000 0.600 1.000 1 U5 (N/A)(N/A)(N/A)(N/A)(N/A)415.60 (N/A)1171.91 0.716 0.600 1.138 1 U6 (N/A)(N/A)(N/A)(N/A)(N/A)223.20 (N/A)1005.54 1.000 0.600 1.000 1 U7 (N/A)(N/A)(N/A)(N/A)(N/A)297.60 (N/A)1005.54 1.000 0.600 1.000 1 U8 (N/A)(N/A)(N/A)(N/A)(N/A)415.60 (N/A)1171.91 0.716 0.600 1.138 1 U9 (N/A)(N/A)(N/A)(N/A)(N/A)223.20 (N/A)1005.54 1.000 0.600 1.000 1 U10 (N/A)(N/A)(N/A)(N/A)(N/A)415.60 (N/A)1171.91 0.716 0.600 1.138 1 U11 (N/A)(N/A)(N/A)(N/A)(N/A)223.20 (N/A)1005.54 1.000 0.600 1.000 1 U12 (N/A)(N/A)(N/A)(N/A)(N/A)415.60 (N/A)1171.91 0.716 0.600 1.138 1 U13 (N/A)(N/A)(N/A)(N/A)(N/A)223.20 (N/A)1005.54 1.000 0.600 1.000 1 U14 (N/A)(N/A)(N/A)(N/A)(N/A)366.00 (N/A)1198.79 0.678 0.600 1.012 324 of 427 STRUCTUREPOINT - spColumn v6.00 Page |7 Licensed to: Administrator, Administrator. License ID: -XXXXX 6/14/2024 g:\2024\240022 n.harbor scott tran\cals\spcolumn\col c1.6 12x24.col 12:39 AM 8. Factored Moments NOTE: Each loading combination includes the following cases: Top - At column top Bot - At column bottom 8.1. X - axis Load 1st Order 2nd Order Ratio Combo Mns Ms Mu Mmin Mi Mc 2nd/1st k-ft k-ft k-ft k-ft k-ft k-ft 1 U1 Top 34.72 (N/A)34.72 27.78 M2=34.72 38.61 1.112 1 U1 Bot 0.00 (N/A)0.00 27.78 M1=0.00 30.88 1.112 1 U2 Top 48.64 (N/A)48.64 38.91 M2=48.64 60.77 1.249 1 U2 Bot 0.00 (N/A)0.00 38.91 M1=0.00 48.62 1.249 1 U3 Top 41.56 (N/A)41.56 33.25 M2=41.56 47.30 1.138 1 U3 Bot 0.00 (N/A)0.00 33.25 M1=0.00 37.84 1.138 1 U4 Top 29.76 (N/A)29.76 23.81 M2=29.76 29.76 1.000 1 U4 Bot 0.00 (N/A)0.00 23.81 M1=0.00 23.81 1.000 1 U5 Top 41.56 (N/A)41.56 33.25 M2=41.56 47.30 1.138 1 U5 Bot 0.00 (N/A)0.00 33.25 M1=0.00 37.84 1.138 1 U6 Top 22.32 (N/A)22.32 17.86 M2=22.32 22.32 1.000 1 U6 Bot 0.00 (N/A)0.00 17.86 M1=0.00 17.86 1.000 1 U7 Top 29.76 (N/A)29.76 23.81 M2=29.76 29.76 1.000 1 U7 Bot 0.00 (N/A)0.00 23.81 M1=0.00 23.81 1.000 1 U8 Top 41.56 (N/A)41.56 33.25 M2=41.56 47.30 1.138 1 U8 Bot 0.00 (N/A)0.00 33.25 M1=0.00 37.84 1.138 1 U9 Top 22.32 (N/A)22.32 17.86 M2=22.32 22.32 1.000 1 U9 Bot 0.00 (N/A)0.00 17.86 M1=0.00 17.86 1.000 1 U10 Top 41.56 (N/A)41.56 33.25 M2=41.56 47.30 1.138 1 U10 Bot 0.00 (N/A)0.00 33.25 M1=0.00 37.84 1.138 1 U11 Top 22.32 (N/A)22.32 17.86 M2=22.32 22.32 1.000 1 U11 Bot 0.00 (N/A)0.00 17.86 M1=0.00 17.86 1.000 1 U12 Top 41.56 (N/A)41.56 33.25 M2=41.56 47.30 1.138 1 U12 Bot 0.00 (N/A)0.00 33.25 M1=0.00 37.84 1.138 1 U13 Top 22.32 (N/A)22.32 17.86 M2=22.32 22.32 1.000 1 U13 Bot 0.00 (N/A)0.00 17.86 M1=0.00 17.86 1.000 1 U14 Top 36.60 (N/A)36.60 29.28 M2=36.60 37.04 1.012 1 U14 Bot 0.00 (N/A)0.00 29.28 M1=0.00 29.63 1.012 9. Factored Loads and Moments with Corresponding Capacities NOTE: Each loading combination includes the following cases: Top - At column top Bot - At column bottom No.Load Combo Pu Mux ɸMnx ɸMn/Mu NA Depth dt Depth εt ɸ kip k-ft k-ft in in 1 1 U1 Top 347.20 38.61 165.56 4.288 6.68 9.56 0.00130 0.650 2 1 U1 Bot 347.20 30.88 165.56 5.361 6.68 9.56 0.00130 0.650 3 1 U2 Top 486.40 60.77 149.64 2.462 7.97 9.56 0.00060 0.650 4 1 U2 Bot 486.40 48.62 149.64 3.078 7.97 9.56 0.00060 0.650 5 1 U3 Top 415.60 47.30 158.40 3.349 7.27 9.56 0.00094 0.650 6 1 U3 Bot 415.60 37.84 158.40 4.186 7.27 9.56 0.00094 0.650 7 1 U4 Top 297.60 29.76 170.44 5.727 6.28 9.56 0.00157 0.650 8 1 U4 Bot 297.60 23.81 170.44 7.159 6.28 9.56 0.00157 0.650 9 1 U5 Top 415.60 47.30 158.40 3.349 7.27 9.56 0.00094 0.650 10 1 U5 Bot 415.60 37.84 158.40 4.186 7.27 9.56 0.00094 0.650 11 1 U6 Top 223.20 22.32 177.51 7.953 5.75 9.56 0.00199 0.650 12 1 U6 Bot 223.20 17.86 177.51 9.941 5.75 9.56 0.00199 0.650 325 of 427 STRUCTUREPOINT - spColumn v6.00 Page |8 Licensed to: Administrator, Administrator. License ID: -XXXXX 6/14/2024 g:\2024\240022 n.harbor scott tran\cals\spcolumn\col c1.6 12x24.col 12:39 AM No.Load Combo Pu Mux ɸMnx ɸMn/Mu NA Depth dt Depth εt ɸ kip k-ft k-ft in in 13 1 U7 Top 297.60 29.76 170.44 5.727 6.28 9.56 0.00157 0.650 14 1 U7 Bot 297.60 23.81 170.44 7.159 6.28 9.56 0.00157 0.650 15 1 U8 Top 415.60 47.30 158.40 3.349 7.27 9.56 0.00094 0.650 16 1 U8 Bot 415.60 37.84 158.40 4.186 7.27 9.56 0.00094 0.650 17 1 U9 Top 223.20 22.32 177.51 7.953 5.75 9.56 0.00199 0.650 18 1 U9 Bot 223.20 17.86 177.51 9.941 5.75 9.56 0.00199 0.650 19 1 U10 Top 415.60 47.30 158.40 3.349 7.27 9.56 0.00094 0.650 20 1 U10 Bot 415.60 37.84 158.40 4.186 7.27 9.56 0.00094 0.650 21 1 U11 Top 223.20 22.32 177.51 7.953 5.75 9.56 0.00199 0.650 22 1 U11 Bot 223.20 17.86 177.51 9.941 5.75 9.56 0.00199 0.650 23 1 U12 Top 415.60 47.30 158.40 3.349 7.27 9.56 0.00094 0.650 24 1 U12 Bot 415.60 37.84 158.40 4.186 7.27 9.56 0.00094 0.650 25 1 U13 Top 223.20 22.32 177.51 7.953 5.75 9.56 0.00199 0.650 26 1 U13 Bot 223.20 17.86 177.51 9.941 5.75 9.56 0.00199 0.650 27 1 U14 Top 366.00 37.04 163.64 4.418 6.83 9.56 0.00120 0.650 28 1 U14 Bot 366.00 29.63 163.64 5.523 6.83 9.56 0.00120 0.650 326 of 427 Licensee stated below acknowledges that STRUCTUREPOINT (SP) is not and cannot be responsible for either the accuracy or adequacy of the material supplied as input for processing by the spColumn computer program. Furthermore, STRUCTUREPOINT neither makes any warranty expressed nor implied with respect to the correctness of the output prepared by the spColumn program. Although STRUCTUREPOINT has endeavored to produce spColumn error free the program is not and cannot be certified infallible. The final and only responsibility for analysis, design and engineering documents is the licensee's. Accordingly, STRUCTUREPOINT disclaims all responsibility in contract, negligence or other tort for any analysis, design or engineering documents prepared in connection with the use of the spColumn program. Licensed to: Administrator, Administrator. License ID: -XXXXX spColumn v6.00 Computer program for the Strength Design of Reinforced Concrete Sections Copyright - 1988-2024, STRUCTUREPOINT, LLC. All rights reserved y x COLUMN NO.: C2 327 of 427 STRUCTUREPOINT - spColumn v6.00 Page |2 Licensed to: Administrator, Administrator. License ID: -XXXXX 6/14/2024 g:\2024\240022 n.harbor scott tran\cals\spcolumn\col c2 10x18.col 12:40 AM Contents 1. General Information............................................................................................................................................... 3 2. Material Properties................................................................................................................................................. 3 2.1. Concrete......................................................................................................................................................... 3 2.2. Steel ............................................................................................................................................................... 3 3. Section................................................................................................................................................................... 3 3.1. Shape and Properties..................................................................................................................................... 3 3.2. Section Figure ................................................................................................................................................ 4 4. Reinforcement ....................................................................................................................................................... 4 4.1. Bar Set: ASTM A615...................................................................................................................................... 4 4.2. Confinement and Factors............................................................................................................................... 4 4.3. Arrangement................................................................................................................................................... 4 4.4. Bars Provided................................................................................................................................................. 5 5. Loading.................................................................................................................................................................. 5 5.1. Load Combinations ........................................................................................................................................ 5 5.2. Service Loads................................................................................................................................................. 5 5.3. Sustained Load Factors ................................................................................................................................. 5 6. Slenderness........................................................................................................................................................... 5 6.1. Sway Criteria.................................................................................................................................................. 5 6.2. Columns ......................................................................................................................................................... 5 6.3. X - Beams....................................................................................................................................................... 6 7. Moment Magnification............................................................................................................................................ 6 7.1. General Parameters....................................................................................................................................... 6 7.2. Effective Length Factors................................................................................................................................. 6 7.3. Magnification Factors: X - axis ....................................................................................................................... 6 8. Factored Moments................................................................................................................................................. 7 8.1. X - axis ........................................................................................................................................................... 7 9. Factored Loads and Moments with Corresponding Capacities.............................................................................7 List of Figures Figure 1: Column section........................................................................................................................................... 4 328 of 427 STRUCTUREPOINT - spColumn v6.00 Page |3 Licensed to: Administrator, Administrator. License ID: -XXXXX 6/14/2024 g:\2024\240022 n.harbor scott tran\cals\spcolumn\col c2 10x18.col 12:40 AM 1. General Information File Name g:\2024\240022 n.harbor scott...\col c2 10x18.col Project 240022 Column Col 2 Engineer DE Code ACI 318-14 Bar Set ASTM A615 Units English Run Option Investigation Run Axis X - axis Slenderness Considered Column Type Structural 2. Material Properties 2.1. Concrete Type Standard f'c 4 ksi Ec 3605 ksi fc 3.4 ksi εu 0.003 in/in β1 0.85 2.2. Steel Type Standard fy 60 ksi Es 29000 ksi εyt 0.00206897 in/in 3. Section 3.1. Shape and Properties Type Rectangular Width 18 in Depth 10 in Ag 180 in2 Ix 1500 in4 Iy 4860 in4 rx 2.88675 in ry 5.19615 in Xo 0 in Yo 0 in 329 of 427 STRUCTUREPOINT - spColumn v6.00 Page |4 Licensed to: Administrator, Administrator. License ID: -XXXXX 6/14/2024 g:\2024\240022 n.harbor scott tran\cals\spcolumn\col c2 10x18.col 12:40 AM 3.2. Section Figure Rectangular 18 x 10 in 1.38% reinf. Figure 1: Column section 4. Reinforcement 4.1. Bar Set: ASTM A615 Bar Diameter Area Bar Diameter Area Bar Diameter Area in in2 in in2 in in2 #3 0.38 0.11 #4 0.50 0.20 #5 0.63 0.31 #6 0.75 0.44 #7 0.88 0.60 #8 1.00 0.79 #9 1.13 1.00 #10 1.27 1.27 #11 1.41 1.56 #14 1.69 2.25 #18 2.26 4.00 4.2. Confinement and Factors Confinement type Tied For #10 bars or less #3 ties For larger bars #4 ties Capacity Reduction Factors Axial compression, (a)0.8 Tension controlled ɸ, (b)0.9 Compression controlled ɸ, (c)0.65 4.3. Arrangement Pattern Sides different Bar layout Rectangular Cover to Transverse bars Clear cover --- Bars --- Total steel area, As 2.48 in2 Rho 1.38 % Minimum clear spacing 3.91 in y x 330 of 427 STRUCTUREPOINT - spColumn v6.00 Page |5 Licensed to: Administrator, Administrator. License ID: -XXXXX 6/14/2024 g:\2024\240022 n.harbor scott tran\cals\spcolumn\col c2 10x18.col 12:40 AM 4.4. Bars Provided Bars Cover in Top 4 #5 1.5 Bottom 4 #5 1.5 Left 0 #3 1.5 Right 0 #3 1.5 5. Loading 5.1. Load Combinations Combination Dead Live Wind EQ Snow U1 1.400 0.000 0.000 0.000 0.000 U2 1.200 1.600 0.000 0.000 0.500 U3 1.200 1.000 0.000 0.000 1.600 U4 1.200 0.000 0.800 0.000 1.600 U5 1.200 1.000 1.600 0.000 0.500 U6 0.900 0.000 1.600 0.000 0.000 U7 1.200 0.000 -0.800 0.000 1.600 U8 1.200 1.000 -1.600 0.000 0.500 U9 0.900 0.000 -1.600 0.000 0.000 U10 1.200 1.000 0.000 1.000 0.200 U11 0.900 0.000 0.000 1.000 0.000 U12 1.200 1.000 0.000 -1.000 0.200 U13 0.900 0.000 0.000 -1.000 0.000 5.2. Service Loads No.Load Case Axial Load Mx @ Top Mx @ Bottom My @ Top My @ Bottom kip k-ft k-ft k-ft k-ft 1 Dead 7.86 0.80 0.00 0.00 0.00 1 Live 6.44 0.70 0.00 0.00 0.00 1 Wind 0.00 0.00 0.00 0.00 0.00 1 EQ 0.00 0.00 0.00 0.00 0.00 1 Snow 0.00 0.00 0.00 0.00 0.00 5.3. Sustained Load Factors Load Case Factor % Dead 100 Live 0 Wind 0 EQ 0 Snow 0 6. Slenderness 6.1. Sway Criteria X-Axis Non-sway column 6.2. Columns Column Axis Height Width Depth I f'c Ec ft in in in4 ksi ksi Design X 14.5 18 10 1500 4 3605 Above X (no column specified...) 331 of 427 STRUCTUREPOINT - spColumn v6.00 Page |6 Licensed to: Administrator, Administrator. License ID: -XXXXX 6/14/2024 g:\2024\240022 n.harbor scott tran\cals\spcolumn\col c2 10x18.col 12:40 AM Column Axis Height Width Depth I f'c Ec ft in in in4 ksi ksi Below X (no column specified...) 6.3. X - Beams Beam Length Width Depth I f'c Ec ft in in in4 ksi ksi Above Left (no beam specified...) Above Right (no beam specified...) Below Left (no beam specified...) Below Right (no beam specified...) 7. Moment Magnification 7.1. General Parameters Factors Code defaults Stiffness reduction factor,ɸK 0.75 Cracked section coefficients, cI(beams)0.35 Cracked section coefficients, cI(columns)0.7 0.2 Ec Ig + Es Ise (X-axis)1.65e+006 kip-in2 Minimum eccentricity, ex min 0.90 in 7.2. Effective Length Factors Axis Ψtop Ψbottom k (Nonsway)k (Sway)klu/r X 0.000 0.000 1.000 (N/A)60.28 7.3. Magnification Factors: X - axis Load At Ends Along Length Combo ∑Pu Pc ∑Pc βds δs Pu k'lu/r Pc βdns Cm δ kip kip kip kip kip 1 U1 (N/A)(N/A)(N/A)(N/A)(N/A)11.00 (N/A)269.00 1.000 0.600 1.000 1 U2 (N/A)(N/A)(N/A)(N/A)(N/A)19.74 (N/A)364.03 0.478 0.600 1.000 1 U3 (N/A)(N/A)(N/A)(N/A)(N/A)15.87 (N/A)337.47 0.594 0.600 1.000 1 U4 (N/A)(N/A)(N/A)(N/A)(N/A)9.43 (N/A)269.00 1.000 0.600 1.000 1 U5 (N/A)(N/A)(N/A)(N/A)(N/A)15.87 (N/A)337.47 0.594 0.600 1.000 1 U6 (N/A)(N/A)(N/A)(N/A)(N/A)7.07 (N/A)269.00 1.000 0.600 1.000 1 U7 (N/A)(N/A)(N/A)(N/A)(N/A)9.43 (N/A)269.00 1.000 0.600 1.000 1 U8 (N/A)(N/A)(N/A)(N/A)(N/A)15.87 (N/A)337.47 0.594 0.600 1.000 1 U9 (N/A)(N/A)(N/A)(N/A)(N/A)7.07 (N/A)269.00 1.000 0.600 1.000 1 U10 (N/A)(N/A)(N/A)(N/A)(N/A)15.87 (N/A)337.47 0.594 0.600 1.000 1 U11 (N/A)(N/A)(N/A)(N/A)(N/A)7.07 (N/A)269.00 1.000 0.600 1.000 1 U12 (N/A)(N/A)(N/A)(N/A)(N/A)15.87 (N/A)337.47 0.594 0.600 1.000 1 U13 (N/A)(N/A)(N/A)(N/A)(N/A)7.07 (N/A)269.00 1.000 0.600 1.000 332 of 427 STRUCTUREPOINT - spColumn v6.00 Page |7 Licensed to: Administrator, Administrator. License ID: -XXXXX 6/14/2024 g:\2024\240022 n.harbor scott tran\cals\spcolumn\col c2 10x18.col 12:40 AM 8. Factored Moments NOTE: Each loading combination includes the following cases: Top - At column top Bot - At column bottom 8.1. X - axis Load 1st Order 2nd Order Ratio Combo Mns Ms Mu Mmin Mi Mc 2nd/1st k-ft k-ft k-ft k-ft k-ft k-ft 1 U1 Top 1.12 (N/A)1.12 0.83 M2=1.12 1.12 1.000 1 U1 Bot 0.00 (N/A)0.00 0.83 M1=0.00 0.83 1.000 1 U2 Top 2.08 (N/A)2.08 1.48 M2=2.08 2.08 1.000 1 U2 Bot 0.00 (N/A)0.00 1.48 M1=0.00 1.48 1.000 1 U3 Top 1.66 (N/A)1.66 1.19 M2=1.66 1.66 1.000 1 U3 Bot 0.00 (N/A)0.00 1.19 M1=0.00 1.19 1.000 1 U4 Top 0.96 (N/A)0.96 0.71 M2=0.96 0.96 1.000 1 U4 Bot 0.00 (N/A)0.00 0.71 M1=0.00 0.71 1.000 1 U5 Top 1.66 (N/A)1.66 1.19 M2=1.66 1.66 1.000 1 U5 Bot 0.00 (N/A)0.00 1.19 M1=0.00 1.19 1.000 1 U6 Top 0.72 (N/A)0.72 0.53 M2=0.72 0.72 1.000 1 U6 Bot 0.00 (N/A)0.00 0.53 M1=0.00 0.53 1.000 1 U7 Top 0.96 (N/A)0.96 0.71 M2=0.96 0.96 1.000 1 U7 Bot 0.00 (N/A)0.00 0.71 M1=0.00 0.71 1.000 1 U8 Top 1.66 (N/A)1.66 1.19 M2=1.66 1.66 1.000 1 U8 Bot 0.00 (N/A)0.00 1.19 M1=0.00 1.19 1.000 1 U9 Top 0.72 (N/A)0.72 0.53 M2=0.72 0.72 1.000 1 U9 Bot 0.00 (N/A)0.00 0.53 M1=0.00 0.53 1.000 1 U10 Top 1.66 (N/A)1.66 1.19 M2=1.66 1.66 1.000 1 U10 Bot 0.00 (N/A)0.00 1.19 M1=0.00 1.19 1.000 1 U11 Top 0.72 (N/A)0.72 0.53 M2=0.72 0.72 1.000 1 U11 Bot 0.00 (N/A)0.00 0.53 M1=0.00 0.53 1.000 1 U12 Top 1.66 (N/A)1.66 1.19 M2=1.66 1.66 1.000 1 U12 Bot 0.00 (N/A)0.00 1.19 M1=0.00 1.19 1.000 1 U13 Top 0.72 (N/A)0.72 0.53 M2=0.72 0.72 1.000 1 U13 Bot 0.00 (N/A)0.00 0.53 M1=0.00 0.53 1.000 9. Factored Loads and Moments with Corresponding Capacities NOTE: Each loading combination includes the following cases: Top - At column top Bot - At column bottom No.Load Combo Pu Mux ɸMnx ɸMn/Mu NA Depth dt Depth εt ɸ kip k-ft k-ft in in 1 1 U1 Top 11.00 1.12 44.28 39.532 1.94 7.81 0.00911 0.900 2 1 U1 Bot 11.00 0.83 44.28 53.648 1.94 7.81 0.00911 0.900 3 1 U2 Top 19.74 2.08 46.50 22.357 2.02 7.81 0.00859 0.900 4 1 U2 Bot 19.74 1.48 46.50 31.417 2.02 7.81 0.00859 0.900 5 1 U3 Top 15.87 1.66 45.52 27.421 1.98 7.81 0.00882 0.900 6 1 U3 Bot 15.87 1.19 45.52 38.238 1.98 7.81 0.00882 0.900 7 1 U4 Top 9.43 0.96 43.87 45.702 1.92 7.81 0.00920 0.900 8 1 U4 Bot 9.43 0.71 43.87 62.022 1.92 7.81 0.00920 0.900 9 1 U5 Top 15.87 1.66 45.52 27.421 1.98 7.81 0.00882 0.900 10 1 U5 Bot 15.87 1.19 45.52 38.238 1.98 7.81 0.00882 0.900 11 1 U6 Top 7.07 0.72 43.27 60.099 1.90 7.81 0.00935 0.900 12 1 U6 Bot 7.07 0.53 43.27 81.559 1.90 7.81 0.00935 0.900 13 1 U7 Top 9.43 0.96 43.87 45.702 1.92 7.81 0.00920 0.900 14 1 U7 Bot 9.43 0.71 43.87 62.022 1.92 7.81 0.00920 0.900 333 of 427 STRUCTUREPOINT - spColumn v6.00 Page |8 Licensed to: Administrator, Administrator. License ID: -XXXXX 6/14/2024 g:\2024\240022 n.harbor scott tran\cals\spcolumn\col c2 10x18.col 12:40 AM No.Load Combo Pu Mux ɸMnx ɸMn/Mu NA Depth dt Depth εt ɸ kip k-ft k-ft in in 15 1 U8 Top 15.87 1.66 45.52 27.421 1.98 7.81 0.00882 0.900 16 1 U8 Bot 15.87 1.19 45.52 38.238 1.98 7.81 0.00882 0.900 17 1 U9 Top 7.07 0.72 43.27 60.099 1.90 7.81 0.00935 0.900 18 1 U9 Bot 7.07 0.53 43.27 81.559 1.90 7.81 0.00935 0.900 19 1 U10 Top 15.87 1.66 45.52 27.421 1.98 7.81 0.00882 0.900 20 1 U10 Bot 15.87 1.19 45.52 38.238 1.98 7.81 0.00882 0.900 21 1 U11 Top 7.07 0.72 43.27 60.099 1.90 7.81 0.00935 0.900 22 1 U11 Bot 7.07 0.53 43.27 81.559 1.90 7.81 0.00935 0.900 23 1 U12 Top 15.87 1.66 45.52 27.421 1.98 7.81 0.00882 0.900 24 1 U12 Bot 15.87 1.19 45.52 38.238 1.98 7.81 0.00882 0.900 25 1 U13 Top 7.07 0.72 43.27 60.099 1.90 7.81 0.00935 0.900 26 1 U13 Bot 7.07 0.53 43.27 81.559 1.90 7.81 0.00935 0.900 334 of 427 Model File: CONCRETE SW, Revision 0 6/14/2024 335 of 427 ETABS v21.0.0 Page 2 of 92 Table of Contents 1. Structure Data 4 1.1 Story Data 4 1.2 Grid Data 4 1.3 Point Coordinates 4 1.4 Area Connectivity 6 1.5 Mass 9 2. Properties 11 2.1 Materials 11 2.2 Shell Sections 11 2.3 Reinforcement Sizes 11 3. Assignments 12 3.1 Joint Assignments 12 3.2 Shell Assignments 14 4. Loads 17 4.1 Load Patterns 17 4.2 Auto Seismic Loading 17 4.3 Load Cases 24 4.4 Load Combinations 24 5. Analysis Results 25 5.1 Structure Results 25 5.2 Story Results 26 5.3 Line Results 28 6. Design Data 72 6.1 Shear Wall Design 72 336 of 427 ETABS v21.0.0 Page 3 of 92 List of Tables Table 1.1 Story Definitions 4 Table 1.2 Grid Definitions - General 4 Table 1.3 Grid Definitions - Grid Lines 4 Table 1.4 Point Bays 4 Table 1.5 Wall Bays 6 Table 1.6 Null Area Bays 8 Table 1.7 Mass Source Definition 9 Table 1.8 Centers Of Mass And Rigidity 9 Table 1.9 Mass Summary by Diaphragm 9 Table 1.10 Mass Summary by Story 9 Table 1.11 Mass Summary by Group 10 Table 2.1 Material Properties - General 11 Table 2.2 Area Section Property Definitions - Summary 11 Table 2.3 Reinforcing Bar Sizes 11 Table 3.1 Joint Assignments - Summary 12 Table 3.2 Area Assignments - Summary 14 Table 4.1 Load Pattern Definitions 17 Table 4.4 Load Case Definitions - Summary 24 Table 4.5 Load Combination Definitions 24 Table 5.1 Base Reactions 25 Table 5.2 Centers Of Mass And Rigidity 26 Table 5.3 Diaphragm Center Of Mass Displacements 26 Table 5.4 Story Max Over Avg Displacements 26 Table 5.5 Story Drifts 27 Table 5.6 Story Forces 28 Table 5.7 Pier Forces 29 337 of 427 Structure Data 6/14/2024 ETABS v21.0.0 Page 4 of 92 1 Structure Data This chapter provides model geometry information, including items such as story levels, point coordinates, and element connectivity. 1.1 Story Data Table 1.1 - Story Definitions Tower Name Height ft Master Story Similar To Splice Story Splice Height ft Color T1 Story1 14 No None No Blue 1.2 Grid Data Table 1.2 - Grid Definitions - General Tower Name Type Ux ft Uy ft Rz deg Story Range User Top Story User Bottom Story Bubble Size in Color T1 G1 Cartesian 0 0 0 Default 60 Gray6 Table 1.3 - Grid Definitions - Grid Lines Name Grid Line Type ID Ordinate ft Angle deg X1 ft Y1 ft X2 ft Y2 ft Bubble Location Visible G1 X (Cartesian) 1 0 End Yes G1 X (Cartesian) 2 16.5 End Yes G1 X (Cartesian) 3 41.8333 End Yes G1 X (Cartesian) 4 43.3333 End Yes G1 X (Cartesian) 5 73.5 End Yes G1 X (Cartesian) 6 100.3333 End Yes G1 X (Cartesian) 7 114.25 End Yes G1 X (Cartesian) 8 129 End Yes G1 Y (Cartesian) G 0 Start Yes G1 Y (Cartesian) F 21.1667 Start Yes G1 Y (Cartesian) E 29.6667 Start Yes G1 Y (Cartesian) D 48.1667 Start Yes G1 Y (Cartesian) C 57.8333 Start Yes G1 Y (Cartesian) B 67.1667 Start Yes G1 Y (Cartesian) A 88 Start Yes 1.3 Point Coordinates Table 1.4 - Point Bays Label Is Auto Point X ft Y ft DZBelow ft 1 Yes 55.5561 36.29 0 2 No 0 56.5833 0 3 No 29 88 0 4 No 46.75 88 0 5 No 56.75 67.1667 0 6 No 60.25 67.1667 0 338 of 427 Structure Data 6/14/2024 ETABS v21.0.0 Page 5 of 92 Table 1.4 - Point Bays (continued) Label Is Auto Point X ft Y ft DZBelow ft 7 No 66.25 67.1667 0 8 No 75.4167 67.1667 0 9 No 98.4167 57.8333 0 10 No 101.3333 57.8333 0 11 No 110.3333 57.8333 0 12 No 113.25 57.8333 0 13 No 109.5833 29.6667 0 14 No 114.6667 29.6667 0 15 No 114.75 6.5 0 16 No 114.75 -0.4167 0 17 No 114.75 29.4167 0 18 No 123.5 29.4167 0 19 No 123.5 22.6667 0 20 No 114.75 22.6667 0 21 No 114.75 21.8333 0 22 No 124.1667 21.8333 0 23 No 124.1667 7.3333 0 26 No 114.75 7.3333 0 27 No 9.75 0 0 28 No 14.0833 0 0 29 No 20.0833 0 0 30 No 25.4167 0 0 31 No 31.4167 0 0 32 No 35.75 0 0 33 No 55.4167 0 0 34 No 59.75 0 0 35 No 65.75 0 0 36 No 71.0833 0 0 37 No 77.0833 0 0 38 No 81.4167 0 0 39 No 101.0833 0 0 40 No 105.4167 0 0 41 No 0 45.5833 0 42 No 0 24.9167 0 43 No 0 17.4167 0 44 No 0 6.3333 0 46 No 41.8333 67.5833 0 47 No 41.8333 52.0833 0 49 No 114.25 29.25 0 50 No 114.25 -0.4167 0 51 No 122.3333 48.75 0 52 No 122.3333 41.6667 0 53 No 129 24.25 0 54 No 129 17.25 0 55 No 129 11.25 0 339 of 427 Structure Data 6/14/2024 ETABS v21.0.0 Page 6 of 92 Table 1.4 - Point Bays (continued) Label Is Auto Point X ft Y ft DZBelow ft 56 No 129 6.6458 0 58 No 0 -0.2917 0 102 No -0.4167 88.4167 0 103 No 46.75 88.4167 0 104 No 46.75 67.5833 0 105 No 75.4167 67.5833 0 106 No 75.4167 36.6667 0 109 No 98.4167 36.6667 0 112 No 98.4167 58.25 0 113 No 113.25 58.25 0 114 No 122.75 48.75 0 116 No 129 42.0833 0 117 No 129 30.0833 0 118 No 129.4167 30.0833 0 119 No 129.4167 6.5 0 129 No 94.1667 -0.4167 0 130 No 94.1667 6 0 133 No 88.1667 6 0 134 No 88.1667 -0.4167 0 135 No 48.5 -0.4167 0 136 No 48.5 6 0 137 No 42.5 6 0 138 No 42.5 -0.4167 0 139 No -0.4167 -0.4167 0 140 No -0.4167 31 0 142 No 5.75 31 0 143 No 5.75 36.25 0 145 No -0.4167 36.25 0 146 No -0.4167 83.3333 0 147 No 29 83.3333 0 148 No 29 87.6667 0 149 No -0.4167 87.6667 0 1.4 Area Connectivity Table 1.5 - Wall Bays Label NumPoints PointNumber PointBay PointStory W1 4 1 5 Below W1 2 6 Below W1 3 6 Same W1 4 5 Same W2 4 1 3 Below W2 2 4 Below W2 3 4 Same W2 4 3 Same W3 4 1 7 Below 340 of 427 Structure Data 6/14/2024 ETABS v21.0.0 Page 7 of 92 Table 1.5 - Wall Bays (continued) Label NumPoints PointNumber PointBay PointStory W3 2 8 Below W3 3 8 Same W3 4 7 Same W4 4 1 9 Below W4 2 10 Below W4 3 10 Same W4 4 9 Same W5 4 1 11 Below W5 2 12 Below W5 3 12 Same W5 4 11 Same W7 4 1 27 Below W7 2 28 Below W7 3 28 Same W7 4 27 Same W8 4 1 29 Below W8 2 30 Below W8 3 30 Same W8 4 29 Same W9 4 1 31 Below W9 2 32 Below W9 3 32 Same W9 4 31 Same W10 4 1 33 Below W10 2 34 Below W10 3 34 Same W10 4 33 Same W11 4 1 35 Below W11 2 36 Below W11 3 36 Same W11 4 35 Same W12 4 1 37 Below W12 2 38 Below W12 3 38 Same W12 4 37 Same W13 4 1 39 Below W13 2 40 Below W13 3 40 Same W13 4 39 Same W14 4 1 53 Below W14 2 54 Below W14 3 54 Same W14 4 53 Same W15 4 1 55 Below W15 2 56 Below W15 3 56 Same 341 of 427 Structure Data 6/14/2024 ETABS v21.0.0 Page 8 of 92 Table 1.5 - Wall Bays (continued) Label NumPoints PointNumber PointBay PointStory W15 4 55 Same W16 4 1 49 Below W16 2 50 Below W16 3 50 Same W16 4 49 Same W17 4 1 46 Below W17 2 47 Below W17 3 47 Same W17 4 46 Same W18 4 1 2 Below W18 2 41 Below W18 3 41 Same W18 4 2 Same W19 4 1 42 Below W19 2 43 Below W19 3 43 Same W19 4 42 Same W21 4 1 44 Below W21 2 58 Below W21 3 58 Same W21 4 44 Same W22 4 1 51 Below W22 2 52 Below W22 3 52 Same W22 4 51 Same Table 1.6 - Null Area Bays Label NumPoints PointNumber PointBay PointStory A1 4 1 149 Same A1 2 148 Same A1 3 147 Same A1 4 146 Same A4 4 1 17 Same A4 2 18 Same A4 3 19 Same A4 4 20 Same A5 29 1 102 Same A5 2 103 Same A5 3 104 Same A5 4 105 Same A5 5 106 Same A5 6 109 Same A5 7 112 Same A5 8 113 Same A5 9 114 Same A5 10 116 Same 342 of 427 Structure Data 6/14/2024 ETABS v21.0.0 Page 9 of 92 Table 1.6 - Null Area Bays (continued) Label NumPoints PointNumber PointBay PointStory A5 11 117 Same A5 12 118 Same A5 13 119 Same A5 14 15 Same A5 15 16 Same A5 16 129 Same A5 17 130 Same A5 18 133 Same A5 19 134 Same A5 20 135 Same A5 21 136 Same A5 22 137 Same A5 23 138 Same A5 24 139 Same A5 25 140 Same A5 26 142 Same A5 27 143 Same A5 28 145 Same A5 29 146 Same A7 4 1 21 Same A7 2 22 Same A7 3 23 Same A7 4 26 Same 1.5 Mass Table 1.7 - Mass Source Definition Name Is Default Include Lateral Mass? Include Vertical Mass? Lump Mass? Source Self Mass? Source Added Mass? Source Load Patterns? Move Mass Centroid? Move Ratio X Move Ratio Y Load Pattern Multiplier MsSrc1 Yes Yes No Yes Yes Yes No No Table 1.8 - Centers Of Mass And Rigidity Story Diaphragm Mass X lb-s2/ft Mass Y lb-s2/ft XCM ft YCM ft Cum Mass X lb-s2/ft Cum Mass Y lb-s2/ft XCCM ft YCCM ft XCR ft YCR ft Story1 D1 61740.91 61740.91 55.5561 36.29 61740.91 61740.91 55.5561 36.29 Table 1.9 - Mass Summary by Diaphragm Story Diaphragm Mass X lb-s2/ft Mass Y lb-s2/ft Mass Moment of Inertia kip-ft-s2 X Mass Center ft Y Mass Center ft Story1 D1 61740.91 61740.91 121262.6931 55.5561 36.29 343 of 427 Structure Data 6/14/2024 ETABS v21.0.0 Page 10 of 92 Table 1.10 - Mass Summary by Story Story UX lb-s2/ft UY lb-s2/ft UZ lb-s2/ft Story1 61740.91 61740.91 0 Base 4446.4 4446.4 0 Table 1.11 - Mass Summary by Group Group Self Mass lb-s2/ft Self Weight kip Mass X lb-s2/ft Mass Y lb-s2/ft Mass Z lb-s2/ft All 8892.81 0 66187.32 66187.32 0 344 of 427 Properties 6/14/2024 ETABS v21.0.0 Page 11 of 92 2 Properties This chapter provides property information for materials, frame sections, shell sections, and links. 2.1 Materials Table 2.1 - Material Properties - General Material Type SymType Grade Color Notes 4000Psi Concrete Isotropic f'c 4000 psi Blue A416Gr270 Tendon Uniaxial Grade 270 Magenta A615Gr60 Rebar Uniaxial Grade 60 Cyan 2.2 Shell Sections Table 2.2 - Area Section Property Definitions - Summary Name Type Element Type Material Total Thickness in Deck Material Deck Depth in 10" THK SW Wall Shell-Thin 4000Psi 10 12" THK SW Wall Shell-Thin 4000Psi 12 2.3 Reinforcement Sizes Table 2.3 - Reinforcing Bar Sizes Name Diameter in Area in2 #4 0.5 0.2 #6 0.75 0.44 #9 1.128 1 345 of 427 Assignments 6/14/2024 ETABS v21.0.0 Page 12 of 92 3 Assignments This chapter provides a listing of the assignments applied to the model. 3.1 Joint Assignments Table 3.1 - Joint Assignments - Summary Story Label UniqueName Diaphragm Restraints Spring Added Mass Panel Zone Include in Mesh Story1 102 1 From Area Story1 103 2 From Area Story1 104 3 From Area Story1 105 4 From Area Story1 106 5 From Area Story1 109 6 From Area Story1 112 7 From Area Story1 113 8 From Area Story1 114 9 From Area Story1 116 10 From Area Story1 117 11 From Area Story1 118 12 From Area Story1 119 13 From Area Story1 129 16 From Area Story1 130 17 From Area Story1 133 18 From Area Story1 134 19 From Area Story1 135 20 From Area Story1 136 21 From Area Story1 137 22 From Area Story1 138 23 From Area Story1 139 24 From Area Story1 140 25 From Area Story1 142 26 From Area Story1 143 27 From Area Story1 145 28 From Area Story1 146 29 From Area Story1 147 30 From Area Story1 148 31 From Area Story1 149 32 From Area Story1 3 41 From Area Story1 4 42 From Area Story1 5 43 From Area Story1 6 44 From Area Story1 7 45 From Area Story1 8 46 From Area Story1 9 47 From Area Story1 10 48 From Area Story1 11 49 From Area Story1 12 50 From Area 346 of 427 Assignments 6/14/2024 ETABS v21.0.0 Page 13 of 92 Table 3.1 - Joint Assignments - Summary (continued) Story Label UniqueName Diaphragm Restraints Spring Added Mass Panel Zone Include in Mesh Story1 13 51 From Area Story1 14 52 From Area Story1 15 14 From Area Story1 16 15 From Area Story1 17 33 From Area Story1 18 34 From Area Story1 19 35 From Area Story1 20 36 From Area Story1 21 37 From Area Story1 22 38 From Area Story1 23 39 From Area Story1 26 40 From Area Story1 27 53 From Area Story1 28 54 From Area Story1 29 55 From Area Story1 30 56 From Area Story1 31 57 From Area Story1 32 58 From Area Story1 33 59 From Area Story1 34 60 From Area Story1 35 61 From Area Story1 36 62 From Area Story1 37 63 From Area Story1 38 64 From Area Story1 39 65 From Area Story1 40 66 From Area Story1 2 91 From Area Story1 41 92 From Area Story1 42 93 From Area Story1 43 94 From Area Story1 44 95 From Area Story1 46 96 From Area Story1 47 97 From Area Story1 49 98 From Area Story1 50 99 From Area Story1 51 100 From Area Story1 52 101 From Area Story1 53 102 From Area Story1 54 103 From Area Story1 55 104 From Area Story1 56 109 From Area Story1 58 120 From Area Story1 1 123 D1 Base 3 67 From Area UX; UY; UZ 347 of 427 Assignments 6/14/2024 ETABS v21.0.0 Page 14 of 92 Table 3.1 - Joint Assignments - Summary (continued) Story Label UniqueName Diaphragm Restraints Spring Added Mass Panel Zone Include in Mesh Base 4 68 From Area UX; UY; UZ Base 5 69 From Area UX; UY; UZ Base 6 70 From Area UX; UY; UZ Base 7 71 From Area UX; UY; UZ Base 8 72 From Area UX; UY; UZ Base 9 73 From Area UX; UY; UZ Base 10 74 From Area UX; UY; UZ Base 11 75 From Area UX; UY; UZ Base 12 76 From Area UX; UY; UZ Base 27 77 From Area UX; UY; UZ Base 28 78 From Area UX; UY; UZ Base 29 79 From Area UX; UY; UZ Base 30 80 From Area UX; UY; UZ Base 31 81 From Area UX; UY; UZ Base 32 82 From Area UX; UY; UZ Base 33 83 From Area UX; UY; UZ Base 34 84 From Area UX; UY; UZ Base 35 85 From Area UX; UY; UZ Base 36 86 From Area UX; UY; UZ Base 37 87 From Area UX; UY; UZ Base 38 88 From Area UX; UY; UZ Base 39 89 From Area UX; UY; UZ Base 40 90 From Area UX; UY; UZ Base 2 114 From Area UX; UY; UZ Base 41 115 From Area UX; UY; UZ Base 42 116 From Area UX; UY; UZ Base 43 117 From Area UX; UY; UZ Base 44 118 From Area UX; UY; UZ Base 46 112 From Area UX; UY; UZ Base 47 113 From Area UX; UY; UZ Base 49 110 From Area UX; UY; UZ Base 50 111 From Area UX; UY; UZ Base 51 121 From Area UX; UY; UZ Base 52 122 From Area UX; UY; UZ Base 53 105 From Area UX; UY; UZ Base 54 106 From Area UX; UY; UZ Base 55 107 From Area UX; UY; UZ Base 56 108 From Area UX; UY; UZ Base 58 119 From Area UX; UY; UZ 3.2 Shell Assignments 348 of 427 Assignments 6/14/2024 ETABS v21.0.0 Page 15 of 92 Table 3.2 - Area Assignments - Summary (Part 1 of 2) UniqueName Story Label Section Property Property Type Diaphragm Axis Angle deg Added Mass lb-s2/ft3 Pier Spandrel Spandrel Story 5 Story1 W2 10" THK SW Wall WA1 6 Story1 W1 10" THK SW Wall WB1 7 Story1 W3 10" THK SW Wall WB2 8 Story1 W4 10" THK SW Wall WC1 9 Story1 W5 10" THK SW Wall WC2 10 Story1 W7 10" THK SW Wall WG1 11 Story1 W8 10" THK SW Wall WG2 12 Story1 W9 10" THK SW Wall WG3 13 Story1 W10 10" THK SW Wall WG4 14 Story1 W11 10" THK SW Wall WG5 15 Story1 W12 10" THK SW Wall WG6 16 Story1 W13 10" THK SW Wall WG7 17 Story1 W14 10" THK SW Wall W82 18 Story1 W15 10" THK SW Wall W83 19 Story1 W16 12" THK SW Wall W71 20 Story1 W17 10" THK SW Wall W31 21 Story1 W18 10" THK SW Wall W11 22 Story1 W19 10" THK SW Wall W12 23 Story1 W21 10" THK SW Wall W13 24 Story1 W22 10" THK SW Wall W81 2 Story1 A1 None Opening 3 Story1 A4 None Opening 4 Story1 A7 None Opening 1 Story1 A5 None Null D1 6.77 Table 3.2 - Area Assignments - Summary (Part 2 of 2) UniqueName Spring Modifiers 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 349 of 427 Assignments 6/14/2024 ETABS v21.0.0 Page 16 of 92 Table 3.2 - Area Assignments - Summary (Part 2 of 2, continued) UniqueName Spring Modifiers 22 23 24 2 3 4 1 350 of 427 Loads 6/14/2024 ETABS v21.0.0 Page 17 of 92 4 Loads This chapter provides loading information as applied to the model. 4.1 Load Patterns Table 4.1 - Load Pattern Definitions Name Is Auto Load Type Self Weight Multiplier Auto Load ~ChineseX Yes Other 0 ~ChineseY Yes Other 0 ~LLRF Yes Other 0 Dead No Dead 1 Ex No Seismic 0 ASCE 7-16 Ex(1/3) Yes Seismic 0 ASCE 7-16 Ex(2/3) Yes Seismic 0 ASCE 7-16 Ex(3/3) Yes Seismic 0 ASCE 7-16 Ey No Seismic 0 ASCE 7-16 Ey(1/3) Yes Seismic 0 ASCE 7-16 Ey(2/3) Yes Seismic 0 ASCE 7-16 Ey(3/3) Yes Seismic 0 ASCE 7-16 Live No Live 0 4.2 Auto Seismic Loading 351 of 427 Loads 6/14/2024 ETABS v21.0.0 Page 18 of 92 ASCE 7-16 Auto Seismic Load Calculation This calculation presents the automatically generated lateral seismic loads for load pattern Ex according to ASCE 7-16, as calculated by ETABS. Direction and Eccentricity Direction = Multiple Eccentricity Ratio = 5% for all diaphragms Structural Period Period Calculation Method = Program Calculated Coefficient, C t [ASCE Table 12.8-2]Ct = 0.02ft Coefficient, x [ASCE Table 12.8-2]x = 0.75 Structure Height Above Base, h n h n = 14 ft Long-Period Transition Period, TL [ASCE 11.4.5]T L = 8 sec Factors and Coefficients Response Modification Factor, R [ASCE Table 12.2-1]R = 5 System Overstrength Factor, Ω 0 [ASCE Table 12.2-1]Ω0 = 2.5 Deflection Amplification Factor, Cd [ASCE Table 12.2-1]Cd = 5 Importance Factor, I [ASCE Table 1.5-2]I = 1 Ss and S1 Source = 0.75 Mapped MCE Spectral Response Acceleration, S s [ASCE 11.4.2]Ss = 1.32g Mapped MCE Spectral Response Acceleration, S 1 [ASCE 11.4.2]S1 = 0.47g Site Class [ASCE Table 20.3-1] = D - Stiff Soil Site Coefficient, F a [ASCE Table 11.4-1]F a = 1 Site Coefficient, F v [ASCE Table 11.4-2]F v = 1 Seismic Response MCE Spectral Response Acceleration, S MS [ASCE 11.4.4, Eq. 11.4-1]SMS = F a SS SMS = 1.32g MCE Spectral Response Acceleration, S M1 [ASCE 11.4.4, Eq. 11.4-2]SM1 = Fv S1 SM1 =0.47g Design Spectral Response Acceleration, S DS [ASCE 11.4.5, Eq. 11.4-3]SDS =2 3 SMS SDS = 0.88g Design Spectral Response Acceleration, S D1 [ASCE 11.4.5, Eq. 11.4-4]SD1 =2 3 SM1 SD1 =0.313333g 352 of 427 Loads 6/14/2024 ETABS v21.0.0 Page 19 of 92 Equivalent Lateral Forces Seismic Response Coefficient, C S [ASCE 12.8.1.1, Eq. 12.8-2]CS = SDS (R I ) [ASCE 12.8.1.1, Eq. 12.8-3]CS,max = SD1 T (R I ) [ASCE 12.8.1.1, Eq. 12.8-5]CS,min = max (0.044 SDS I,0.01 )= 0.03872 [ASCE 12.8.1.1, Eq. 12.8-6]CS,min = 0.5 S1 (R I )for S1 = 0.6g CS,min ≤Cs ≤CS,max Calculated Base Shear Direction Period Used (sec)C s W (kip) V (kip) X 0.1 0.176 1986.4552 349.6161 X + Ecc. Y 0.1 0.176 1986.4552 349.6161 X - Ecc. Y 0.1 0.176 1986.4552 349.6161 Applied Story Forces 353 of 427 Loads 6/14/2024 ETABS v21.0.0 Page 20 of 92 Lateral Load to Stories - X Force, kip 0 50 100 150 200 250 300 350 400 Story1 Base 349.616kip Story Elevation X-Dir Y-Dir ft kip kip Story1 14 349.616 0 Base 0 0 0 354 of 427 Loads 6/14/2024 ETABS v21.0.0 Page 21 of 92 ASCE 7-16 Auto Seismic Load Calculation This calculation presents the automatically generated lateral seismic loads for load pattern Ey according to ASCE 7-16, as calculated by ETABS. Direction and Eccentricity Direction = Multiple Eccentricity Ratio = 5% for all diaphragms Structural Period Period Calculation Method = Program Calculated Coefficient, C t [ASCE Table 12.8-2]Ct = 0.02ft Coefficient, x [ASCE Table 12.8-2]x = 0.75 Structure Height Above Base, h n h n = 14 ft Long-Period Transition Period, TL [ASCE 11.4.5]T L = 8 sec Factors and Coefficients Response Modification Factor, R [ASCE Table 12.2-1]R = 5 System Overstrength Factor, Ω 0 [ASCE Table 12.2-1]Ω0 = 2.5 Deflection Amplification Factor, Cd [ASCE Table 12.2-1]Cd = 5 Importance Factor, I [ASCE Table 1.5-2]I = 1 Ss and S1 Source = 0.75 Mapped MCE Spectral Response Acceleration, S s [ASCE 11.4.2]Ss = 1.32g Mapped MCE Spectral Response Acceleration, S 1 [ASCE 11.4.2]S1 = 0.47g Site Class [ASCE Table 20.3-1] = D - Stiff Soil Site Coefficient, F a [ASCE Table 11.4-1]F a = 1 Site Coefficient, F v [ASCE Table 11.4-2]F v = 1 Seismic Response MCE Spectral Response Acceleration, S MS [ASCE 11.4.4, Eq. 11.4-1]SMS = F a SS SMS = 1.32g MCE Spectral Response Acceleration, S M1 [ASCE 11.4.4, Eq. 11.4-2]SM1 = Fv S1 SM1 =0.47g Design Spectral Response Acceleration, S DS [ASCE 11.4.5, Eq. 11.4-3]SDS =2 3 SMS SDS = 0.88g Design Spectral Response Acceleration, S D1 [ASCE 11.4.5, Eq. 11.4-4]SD1 =2 3 SM1 SD1 =0.313333g 355 of 427 Loads 6/14/2024 ETABS v21.0.0 Page 22 of 92 Equivalent Lateral Forces Seismic Response Coefficient, C S [ASCE 12.8.1.1, Eq. 12.8-2]CS = SDS (R I ) [ASCE 12.8.1.1, Eq. 12.8-3]CS,max = SD1 T (R I ) [ASCE 12.8.1.1, Eq. 12.8-5]CS,min = max (0.044 SDS I,0.01 )= 0.03872 [ASCE 12.8.1.1, Eq. 12.8-6]CS,min = 0.5 S1 (R I )for S1 = 0.6g CS,min ≤Cs ≤CS,max Calculated Base Shear Direction Period Used (sec)C s W (kip) V (kip) Y 0.1 0.176 1986.4552 349.6161 Y + Ecc. X 0.1 0.176 1986.4552 349.6161 Y - Ecc. X 0.1 0.176 1986.4552 349.6161 Applied Story Forces 356 of 427 Loads 6/14/2024 ETABS v21.0.0 Page 23 of 92 Lateral Load to Stories - Y Force, kip 0 50 100 150 200 250 300 350 400 Story1 Base 349.616kip Story Elevation X-Dir Y-Dir ft kip kip Story1 14 0 349.616 Base 0 0 0 357 of 427 Loads 6/14/2024 ETABS v21.0.0 Page 24 of 92 4.3 Load Cases Table 4.4 - Load Case Definitions - Summary Name Type Notes Dead Linear Static Live Linear Static Ex Linear Static Ey Linear Static 4.4 Load Combinations Table 4.5 - Load Combination Definitions Name Type Is Auto Load Name Mode SF Notes DWalS1 Linear Add Yes Dead 1.4 Dead [Strength] DWalS2 Linear Add Yes Dead 1.2 Dead + Live [Strength] DWalS2 Live 1.6 DWalS3 Linear Add Yes Dead 1.3 Dead + Live + Static Earthquake [Strength] DWalS3 Live 1 DWalS3 Ex 1 DWalS4 Linear Add Yes Dead 1.3 Dead + Live - Static Earthquake [Strength] DWalS4 Live 1 DWalS4 Ex -1 DWalS5 Linear Add Yes Dead 1.3 Dead + Live + Static Earthquake [Strength] DWalS5 Live 1 DWalS5 Ey 1 DWalS6 Linear Add Yes Dead 1.3 Dead + Live - Static Earthquake [Strength] DWalS6 Live 1 DWalS6 Ey -1 DWalS7 Linear Add Yes Dead 0.8 Dead (min) + Static Earthquake [Strength] DWalS7 Ex 1 DWalS8 Linear Add Yes Dead 0.8 Dead (min) - Static Earthquake [Strength] DWalS8 Ex -1 DWalS9 Linear Add Yes Dead 0.8 Dead (min) + Static Earthquake [Strength] DWalS9 Ey 1 DWalS10 Linear Add Yes Dead 0.8 Dead (min) - Static Earthquake [Strength] DWalS10 Ey -1 358 of 427 Analysis Results 6/14/2024 ETABS v21.0.0 Page 25 of 92 5 Analysis Results This chapter provides analysis results. 5.1 Structure Results Table 5.1 - Base Reactions (Part 1 of 2) Output Case Case Type Step Type Step Number Step Label FX kip FY kip FZ kip MX kip-ft MY kip-ft MZ kip-ft Dead LinStatic 0 0 286.118 9516.7478 -19156.601 0 Live LinStatic 0 0 0 0 0 0 Ex LinStatic Max -349.616 0 0 0 -4894.6256 14240.4299 Ex LinStatic Min -349.616 0 0 0 -4894.6256 11134.6734 Ey LinStatic Max 0 -349.616 0 4894.6256 0 -17153.7068 Ey LinStatic Min 0 -349.616 0 4894.6256 0 -21692.8894 DWalS1 Combination 0 0 400.565 13323.447 -26819.2414 0 DWalS2 Combination 0 0 343.341 11420.0974 -22987.9212 0 DWalS3 Combination Max -349.616 0 371.953 12371.7722 -29798.2069 14240.4299 DWalS3 Combination Min -349.616 0 371.953 12371.7722 -29798.2069 11134.6734 DWalS4 Combination Max 349.616 0 371.953 12371.7722 -20008.9557 -11134.6734 DWalS4 Combination Min 349.616 0 371.953 12371.7722 -20008.9557 -14240.4299 DWalS5 Combination Max 0 -349.616 371.953 17266.3978 -24903.5813 -17153.7068 DWalS5 Combination Min 0 -349.616 371.953 17266.3978 -24903.5813 -21692.8894 DWalS6 Combination Max 0 349.616 371.953 7477.1466 -24903.5813 21692.8894 DWalS6 Combination Min 0 349.616 371.953 7477.1466 -24903.5813 17153.7068 DWalS7 Combination Max -349.616 0 228.894 7613.3983 -20219.9064 14240.4299 DWalS7 Combination Min -349.616 0 228.894 7613.3983 -20219.9064 11134.6734 DWalS8 Combination Max 349.616 0 228.894 7613.3983 -10430.6552 -11134.6734 DWalS8 Combination Min 349.616 0 228.894 7613.3983 -10430.6552 -14240.4299 DWalS9 Combination Max 0 -349.616 228.894 12508.0239 -15325.2808 -17153.7068 DWalS9 Combination Min 0 -349.616 228.894 12508.0239 -15325.2808 -21692.8894 DWalS10 Combination Max 0 349.616 228.894 2718.7727 -15325.2808 21692.8894 DWalS10 Combination Min 0 349.616 228.894 2718.7727 -15325.2808 17153.7068 Table 5.1 - Base Reactions (Part 2 of 2) X ft Y ft Z ft 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 359 of 427 Analysis Results 6/14/2024 ETABS v21.0.0 Page 26 of 92 Table 5.1 - Base Reactions (Part 2 of 2, continued) X ft Y ft Z ft 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Table 5.2 - Centers Of Mass And Rigidity Story Diaphragm Mass X lb-s2/ft Mass Y lb-s2/ft XCM ft YCM ft Cum Mass X lb-s2/ft Cum Mass Y lb-s2/ft XCCM ft YCCM ft XCR ft YCR ft Story1 D1 61740.91 61740.91 55.5561 36.29 61740.91 61740.91 55.5561 36.29 Table 5.3 - Diaphragm Center Of Mass Displacements (Part 1 of 2) Story Diaphragm Output Case Case Type Step Type Step Number Step Label UX in UY in RZ rad Point X ft Story1 D1 Ex LinStatic Max 0.025101 -0.00281 1E-05 Story1 D1 Ex LinStatic Min 0.024178 -0.003693 7E-06 Story1 D1 Ey LinStatic Max -0.002577 0.011111 -7E-06 Story1 D1 Ey LinStatic Min -0.003925 0.009821 -1E-05 Table 5.3 - Diaphragm Center Of Mass Displacements (Part 2 of 2) Story Diaphragm Y ft Z ft Story1 D1 Story1 D1 Story1 D1 Story1 D1 5.2 Story Results Table 5.4 - Story Max Over Avg Displacements Story Output Case Case Type Step Type Step Number Step Label Direction Maximum in Average in Ratio Story1 Dead LinStatic X 0 0 1.396 Story1 Dead LinStatic Y 0 0 1.977 Story1 Ex LinStatic Max X 0.029432 0.024484 1.202 Story1 Ex LinStatic Min X 0.027473 0.023236 1.182 Story1 Ex LinStatic Min Y 0.010248 0.003232 3.171 Story1 Ey LinStatic Max X 0.005469 0.001594 3.431 360 of 427 Analysis Results 6/14/2024 ETABS v21.0.0 Page 27 of 92 Table 5.4 - Story Max Over Avg Displacements (continued) Story Output Case Case Type Step Type Step Number Step Label Direction Maximum in Average in Ratio Story1 Ey LinStatic Max Y 0.017779 0.010907 1.63 Story1 Ey LinStatic Min X 0.008331 0.003417 2.438 Story1 Ey LinStatic Min Y 0.014197 0.008247 1.722 Story1 DWalS1 Combination X 0 0 1.396 Story1 DWalS1 Combination Y 0 0 1.977 Story1 DWalS2 Combination X 0 0 1.396 Story1 DWalS2 Combination Y 0 0 1.977 Story1 DWalS3 Combination Max X 0.029432 0.024484 1.202 Story1 DWalS3 Combination Min X 0.027473 0.023236 1.182 Story1 DWalS3 Combination Min Y 0.010248 0.003232 3.171 Story1 DWalS4 Combination Max X 0.027473 0.023236 1.182 Story1 DWalS4 Combination Max Y 0.010248 0.003232 3.171 Story1 DWalS4 Combination Min X 0.029432 0.024484 1.202 Story1 DWalS5 Combination Max X 0.005469 0.001594 3.431 Story1 DWalS5 Combination Max Y 0.017779 0.010907 1.63 Story1 DWalS5 Combination Min X 0.008331 0.003417 2.438 Story1 DWalS5 Combination Min Y 0.014197 0.008247 1.722 Story1 DWalS6 Combination Max X 0.008331 0.003417 2.438 Story1 DWalS6 Combination Max Y 0.014197 0.008247 1.722 Story1 DWalS6 Combination Min X 0.005469 0.001594 3.431 Story1 DWalS6 Combination Min Y 0.017779 0.010907 1.63 Story1 DWalS7 Combination Max X 0.029432 0.024484 1.202 Story1 DWalS7 Combination Min X 0.027473 0.023236 1.182 Story1 DWalS7 Combination Min Y 0.010248 0.003232 3.171 Story1 DWalS8 Combination Max X 0.027473 0.023236 1.182 Story1 DWalS8 Combination Max Y 0.010248 0.003232 3.171 Story1 DWalS8 Combination Min X 0.029432 0.024484 1.202 Story1 DWalS9 Combination Max X 0.005469 0.001594 3.431 Story1 DWalS9 Combination Max Y 0.017779 0.010907 1.63 Story1 DWalS9 Combination Min X 0.008331 0.003417 2.438 Story1 DWalS9 Combination Min Y 0.014197 0.008247 1.722 Story1 DWalS10 Combination Max X 0.008331 0.003417 2.438 Story1 DWalS10 Combination Max Y 0.014197 0.008247 1.722 Story1 DWalS10 Combination Min X 0.005469 0.001594 3.431 Story1 DWalS10 Combination Min Y 0.017779 0.010907 1.63 Table 5.5 - Story Drifts Story Output Case Case Type Step Type Step Number Step Label Direction Drift Label X ft Y ft Z ft Story1 Dead LinStatic X 0 50 114.25 -0.4167 14 Story1 Dead LinStatic Y 0 58 0 -0.2917 14 Story1 Ex LinStatic Max X 0.000175 50 114.25 -0.4167 14 Story1 Ex LinStatic Min X 0.000164 50 114.25 -0.4167 14 Story1 Ex LinStatic Min Y 6.1E-05 58 0 -0.2917 14 Story1 Ey LinStatic Max X 3.3E-05 50 114.25 -0.4167 14 361 of 427 Analysis Results 6/14/2024 ETABS v21.0.0 Page 28 of 92 Table 5.5 - Story Drifts (continued) Story Output Case Case Type Step Type Step Number Step Label Direction Drift Label X ft Y ft Z ft Story1 Ey LinStatic Max Y 0.000106 58 0 -0.2917 14 Story1 Ey LinStatic Min X 5E-05 50 114.25 -0.4167 14 Story1 Ey LinStatic Min Y 8.5E-05 58 0 -0.2917 14 Story1 DWalS1 Combination X 0 50 114.25 -0.4167 14 Story1 DWalS1 Combination Y 0 58 0 -0.2917 14 Story1 DWalS2 Combination X 0 50 114.25 -0.4167 14 Story1 DWalS2 Combination Y 0 58 0 -0.2917 14 Story1 DWalS3 Combination Max X 0.000175 50 114.25 -0.4167 14 Story1 DWalS3 Combination Min X 0.000164 50 114.25 -0.4167 14 Story1 DWalS3 Combination Min Y 6.1E-05 58 0 -0.2917 14 Story1 DWalS4 Combination Max X 0.000164 50 114.25 -0.4167 14 Story1 DWalS4 Combination Max Y 6.1E-05 58 0 -0.2917 14 Story1 DWalS4 Combination Min X 0.000175 50 114.25 -0.4167 14 Story1 DWalS5 Combination Max X 3.3E-05 50 114.25 -0.4167 14 Story1 DWalS5 Combination Max Y 0.000106 58 0 -0.2917 14 Story1 DWalS5 Combination Min X 5E-05 50 114.25 -0.4167 14 Story1 DWalS5 Combination Min Y 8.5E-05 58 0 -0.2917 14 Story1 DWalS6 Combination Max X 5E-05 50 114.25 -0.4167 14 Story1 DWalS6 Combination Max Y 8.5E-05 58 0 -0.2917 14 Story1 DWalS6 Combination Min X 3.3E-05 50 114.25 -0.4167 14 Story1 DWalS6 Combination Min Y 0.000106 58 0 -0.2917 14 Story1 DWalS7 Combination Max X 0.000175 50 114.25 -0.4167 14 Story1 DWalS7 Combination Min X 0.000164 50 114.25 -0.4167 14 Story1 DWalS7 Combination Min Y 6.1E-05 58 0 -0.2917 14 Story1 DWalS8 Combination Max X 0.000164 50 114.25 -0.4167 14 Story1 DWalS8 Combination Max Y 6.1E-05 58 0 -0.2917 14 Story1 DWalS8 Combination Min X 0.000175 50 114.25 -0.4167 14 Story1 DWalS9 Combination Max X 3.3E-05 50 114.25 -0.4167 14 Story1 DWalS9 Combination Max Y 0.000106 58 0 -0.2917 14 Story1 DWalS9 Combination Min X 5E-05 50 114.25 -0.4167 14 Story1 DWalS9 Combination Min Y 8.5E-05 58 0 -0.2917 14 Story1 DWalS10 Combination Max X 5E-05 50 114.25 -0.4167 14 Story1 DWalS10 Combination Max Y 8.5E-05 58 0 -0.2917 14 Story1 DWalS10 Combination Min X 3.3E-05 50 114.25 -0.4167 14 Story1 DWalS10 Combination Min Y 0.000106 58 0 -0.2917 14 Table 5.6 - Story Forces Story Output Case Case Type Step Type Step Number Step Label Location P kip VX kip VY kip T kip-ft MX kip-ft MY kip-ft Story1 Ex LinStatic Max Bottom 0 -349.616 0 14240.4299 0 -4894.6256 Story1 Ex LinStatic Min Bottom 0 -349.616 0 11134.6734 0 -4894.6256 Story1 Ey LinStatic Max Bottom 0 0 -349.616 -17153.7068 4894.6256 0 Story1 Ey LinStatic Min Bottom 0 0 -349.616 -21692.8894 4894.6256 0 362 of 427 Analysis Results 6/14/2024 ETABS v21.0.0 Page 29 of 92 5.3 Line Results Table 5.7 - Pier Forces (Part 1 of 2) Story Pier Location Output Case Case Type Step Type Step Number Step Label P kip V2 kip V3 kip T kip-ft Story1 W11 Top Dead LinStatic 0 0 0 0 Story1 W11 Bottom Dead LinStatic -19.25 0 0 0 Story1 W11 Top Live LinStatic 0 0 0 0 Story1 W11 Bottom Live LinStatic 0 0 0 0 Story1 W11 Top Ex LinStatic Max 0 -30.423 0 0.3224 Story1 W11 Bottom Ex LinStatic Max 0 -30.423 0 0.3224 Story1 W11 Top Ex LinStatic Min 0 -39.985 0 0.2453 Story1 W11 Bottom Ex LinStatic Min 0 -39.985 0 0.2453 Story1 W11 Top Ey LinStatic Max 0 69.37 0 -0.2152 Story1 W11 Bottom Ey LinStatic Max 0 69.37 0 -0.2152 Story1 W11 Top Ey LinStatic Min 0 55.395 0 -0.3279 Story1 W11 Bottom Ey LinStatic Min 0 55.395 0 -0.3279 Story1 W11 Top DWalS1 Combination 0 0 0 0 Story1 W11 Bottom DWalS1 Combination -26.95 0 0 0 Story1 W11 Top DWalS2 Combination 0 0 0 0 Story1 W11 Bottom DWalS2 Combination -23.1 0 0 0 Story1 W11 Top DWalS3 Combination Max 0 -30.423 0 0.3224 Story1 W11 Bottom DWalS3 Combination Max -25.025 -30.423 0 0.3224 Story1 W11 Top DWalS3 Combination Min 0 -39.985 0 0.2453 Story1 W11 Bottom DWalS3 Combination Min -25.025 -39.985 0 0.2453 Story1 W11 Top DWalS4 Combination Max 0 39.985 0 -0.2453 Story1 W11 Bottom DWalS4 Combination Max -25.025 39.985 0 -0.2453 Story1 W11 Top DWalS4 Combination Min 0 30.423 0 -0.3224 Story1 W11 Bottom DWalS4 Combination Min -25.025 30.423 0 -0.3224 Story1 W11 Top DWalS5 Combination Max 0 69.37 0 -0.2152 Story1 W11 Bottom DWalS5 Combination Max -25.025 69.37 0 -0.2152 Story1 W11 Top DWalS5 Combination Min 0 55.395 0 -0.3279 Story1 W11 Bottom DWalS5 Combination Min -25.025 55.395 0 -0.3279 Story1 W11 Top DWalS6 Combination Max 0 -55.395 0 0.3279 Story1 W11 Bottom DWalS6 Combination Max -25.025 -55.395 0 0.3279 Story1 W11 Top DWalS6 Combination Min 0 -69.37 0 0.2152 Story1 W11 Bottom DWalS6 Combination Min -25.025 -69.37 0 0.2152 Story1 W11 Top DWalS7 Combination Max 0 -30.423 0 0.3224 Story1 W11 Bottom DWalS7 Combination Max -15.4 -30.423 0 0.3224 Story1 W11 Top DWalS7 Combination Min 0 -39.985 0 0.2453 Story1 W11 Bottom DWalS7 Combination Min -15.4 -39.985 0 0.2453 Story1 W11 Top DWalS8 Combination Max 0 39.985 0 -0.2453 Story1 W11 Bottom DWalS8 Combination Max -15.4 39.985 0 -0.2453 Story1 W11 Top DWalS8 Combination Min 0 30.423 0 -0.3224 Story1 W11 Bottom DWalS8 Combination Min -15.4 30.423 0 -0.3224 Story1 W11 Top DWalS9 Combination Max 0 69.37 0 -0.2152 Story1 W11 Bottom DWalS9 Combination Max -15.4 69.37 0 -0.2152 Story1 W11 Top DWalS9 Combination Min 0 55.395 0 -0.3279 Story1 W11 Bottom DWalS9 Combination Min -15.4 55.395 0 -0.3279 363 of 427 Analysis Results 6/14/2024 ETABS v21.0.0 Page 30 of 92 Table 5.7 - Pier Forces (Part 1 of 2, continued) Story Pier Location Output Case Case Type Step Type Step Number Step Label P kip V2 kip V3 kip T kip-ft Story1 W11 Top DWalS10 Combination Max 0 -55.395 0 0.3279 Story1 W11 Bottom DWalS10 Combination Max -15.4 -55.395 0 0.3279 Story1 W11 Top DWalS10 Combination Min 0 -69.37 0 0.2152 Story1 W11 Bottom DWalS10 Combination Min -15.4 -69.37 0 0.2152 Story1 W12 Top Dead LinStatic 0 0 0 0 Story1 W12 Bottom Dead LinStatic -13.125 0 0 0 Story1 W12 Top Live LinStatic 0 0 0 0 Story1 W12 Bottom Live LinStatic 0 0 0 0 Story1 W12 Top Ex LinStatic Max 0 -11.716 0 0.2198 Story1 W12 Bottom Ex LinStatic Max 0 -11.716 0 0.2198 Story1 W12 Top Ex LinStatic Min 0 -15.398 0 0.1672 Story1 W12 Bottom Ex LinStatic Min 0 -15.398 0 0.1672 Story1 W12 Top Ey LinStatic Max 0 26.714 0 -0.1467 Story1 W12 Bottom Ey LinStatic Max 0 26.714 0 -0.1467 Story1 W12 Top Ey LinStatic Min 0 21.332 0 -0.2236 Story1 W12 Bottom Ey LinStatic Min 0 21.332 0 -0.2236 Story1 W12 Top DWalS1 Combination 0 0 0 0 Story1 W12 Bottom DWalS1 Combination -18.375 0 0 0 Story1 W12 Top DWalS2 Combination 0 0 0 0 Story1 W12 Bottom DWalS2 Combination -15.75 0 0 0 Story1 W12 Top DWalS3 Combination Max 0 -11.716 0 0.2198 Story1 W12 Bottom DWalS3 Combination Max -17.062 -11.716 0 0.2198 Story1 W12 Top DWalS3 Combination Min 0 -15.398 0 0.1672 Story1 W12 Bottom DWalS3 Combination Min -17.062 -15.398 0 0.1672 Story1 W12 Top DWalS4 Combination Max 0 15.398 0 -0.1672 Story1 W12 Bottom DWalS4 Combination Max -17.062 15.398 0 -0.1672 Story1 W12 Top DWalS4 Combination Min 0 11.716 0 -0.2198 Story1 W12 Bottom DWalS4 Combination Min -17.062 11.716 0 -0.2198 Story1 W12 Top DWalS5 Combination Max 0 26.714 0 -0.1467 Story1 W12 Bottom DWalS5 Combination Max -17.062 26.714 0 -0.1467 Story1 W12 Top DWalS5 Combination Min 0 21.332 0 -0.2236 Story1 W12 Bottom DWalS5 Combination Min -17.062 21.332 0 -0.2236 Story1 W12 Top DWalS6 Combination Max 0 -21.332 0 0.2236 Story1 W12 Bottom DWalS6 Combination Max -17.062 -21.332 0 0.2236 Story1 W12 Top DWalS6 Combination Min 0 -26.714 0 0.1467 Story1 W12 Bottom DWalS6 Combination Min -17.062 -26.714 0 0.1467 Story1 W12 Top DWalS7 Combination Max 0 -11.716 0 0.2198 Story1 W12 Bottom DWalS7 Combination Max -10.5 -11.716 0 0.2198 Story1 W12 Top DWalS7 Combination Min 0 -15.398 0 0.1672 Story1 W12 Bottom DWalS7 Combination Min -10.5 -15.398 0 0.1672 Story1 W12 Top DWalS8 Combination Max 0 15.398 0 -0.1672 Story1 W12 Bottom DWalS8 Combination Max -10.5 15.398 0 -0.1672 Story1 W12 Top DWalS8 Combination Min 0 11.716 0 -0.2198 Story1 W12 Bottom DWalS8 Combination Min -10.5 11.716 0 -0.2198 Story1 W12 Top DWalS9 Combination Max 0 26.714 0 -0.1467 364 of 427 Analysis Results 6/14/2024 ETABS v21.0.0 Page 31 of 92 Table 5.7 - Pier Forces (Part 1 of 2, continued) Story Pier Location Output Case Case Type Step Type Step Number Step Label P kip V2 kip V3 kip T kip-ft Story1 W12 Bottom DWalS9 Combination Max -10.5 26.714 0 -0.1467 Story1 W12 Top DWalS9 Combination Min 0 21.332 0 -0.2236 Story1 W12 Bottom DWalS9 Combination Min -10.5 21.332 0 -0.2236 Story1 W12 Top DWalS10 Combination Max 0 -21.332 0 0.2236 Story1 W12 Bottom DWalS10 Combination Max -10.5 -21.332 0 0.2236 Story1 W12 Top DWalS10 Combination Min 0 -26.714 0 0.1467 Story1 W12 Bottom DWalS10 Combination Min -10.5 -26.714 0 0.1467 Story1 W31 Top Dead LinStatic 0 0 0 0 Story1 W31 Bottom Dead LinStatic -27.125 0 0 0 Story1 W31 Top Live LinStatic 0 0 0 0 Story1 W31 Bottom Live LinStatic 0 0 0 0 Story1 W31 Top Ex LinStatic Max 0 -33.277 0 0.4542 Story1 W31 Bottom Ex LinStatic Max 0 -33.277 0 0.4542 Story1 W31 Top Ex LinStatic Min 0 -43.736 0 0.3456 Story1 W31 Bottom Ex LinStatic Min 0 -43.736 0 0.3456 Story1 W31 Top Ey LinStatic Max 0 105.047 0 -0.3033 Story1 W31 Bottom Ey LinStatic Max 0 105.047 0 -0.3033 Story1 W31 Top Ey LinStatic Min 0 89.762 0 -0.462 Story1 W31 Bottom Ey LinStatic Min 0 89.762 0 -0.462 Story1 W31 Top DWalS1 Combination 0 0 0 0 Story1 W31 Bottom DWalS1 Combination -37.975 0 0 0 Story1 W31 Top DWalS2 Combination 0 0 0 0 Story1 W31 Bottom DWalS2 Combination -32.55 0 0 0 Story1 W31 Top DWalS3 Combination Max 0 -33.277 0 0.4542 Story1 W31 Bottom DWalS3 Combination Max -35.262 -33.277 0 0.4542 Story1 W31 Top DWalS3 Combination Min 0 -43.736 0 0.3456 Story1 W31 Bottom DWalS3 Combination Min -35.262 -43.736 0 0.3456 Story1 W31 Top DWalS4 Combination Max 0 43.736 0 -0.3456 Story1 W31 Bottom DWalS4 Combination Max -35.262 43.736 0 -0.3456 Story1 W31 Top DWalS4 Combination Min 0 33.277 0 -0.4542 Story1 W31 Bottom DWalS4 Combination Min -35.262 33.277 0 -0.4542 Story1 W31 Top DWalS5 Combination Max 0 105.047 0 -0.3033 Story1 W31 Bottom DWalS5 Combination Max -35.262 105.047 0 -0.3033 Story1 W31 Top DWalS5 Combination Min 0 89.762 0 -0.462 Story1 W31 Bottom DWalS5 Combination Min -35.262 89.762 0 -0.462 Story1 W31 Top DWalS6 Combination Max 0 -89.762 0 0.462 Story1 W31 Bottom DWalS6 Combination Max -35.262 -89.762 0 0.462 Story1 W31 Top DWalS6 Combination Min 0 -105.047 0 0.3033 Story1 W31 Bottom DWalS6 Combination Min -35.262 -105.047 0 0.3033 Story1 W31 Top DWalS7 Combination Max 0 -33.277 0 0.4542 Story1 W31 Bottom DWalS7 Combination Max -21.7 -33.277 0 0.4542 Story1 W31 Top DWalS7 Combination Min 0 -43.736 0 0.3456 Story1 W31 Bottom DWalS7 Combination Min -21.7 -43.736 0 0.3456 Story1 W31 Top DWalS8 Combination Max 0 43.736 0 -0.3456 Story1 W31 Bottom DWalS8 Combination Max -21.7 43.736 0 -0.3456 365 of 427 Analysis Results 6/14/2024 ETABS v21.0.0 Page 32 of 92 Table 5.7 - Pier Forces (Part 1 of 2, continued) Story Pier Location Output Case Case Type Step Type Step Number Step Label P kip V2 kip V3 kip T kip-ft Story1 W31 Top DWalS8 Combination Min 0 33.277 0 -0.4542 Story1 W31 Bottom DWalS8 Combination Min -21.7 33.277 0 -0.4542 Story1 W31 Top DWalS9 Combination Max 0 105.047 0 -0.3033 Story1 W31 Bottom DWalS9 Combination Max -21.7 105.047 0 -0.3033 Story1 W31 Top DWalS9 Combination Min 0 89.762 0 -0.462 Story1 W31 Bottom DWalS9 Combination Min -21.7 89.762 0 -0.462 Story1 W31 Top DWalS10 Combination Max 0 -89.762 0 0.462 Story1 W31 Bottom DWalS10 Combination Max -21.7 -89.762 0 0.462 Story1 W31 Top DWalS10 Combination Min 0 -105.047 0 0.3033 Story1 W31 Bottom DWalS10 Combination Min -21.7 -105.047 0 0.3033 Story1 W71 Top Dead LinStatic 0 0 0 0 Story1 W71 Bottom Dead LinStatic -62.3 0 0 0 Story1 W71 Top Live LinStatic 0 0 0 0 Story1 W71 Bottom Live LinStatic 0 0 0 0 Story1 W71 Top Ex LinStatic Max 0 96.595 0 1.5023 Story1 W71 Bottom Ex LinStatic Max 0 96.595 0 1.5023 Story1 W71 Top Ex LinStatic Min 0 73.497 0 1.1431 Story1 W71 Bottom Ex LinStatic Min 0 73.497 0 1.1431 Story1 W71 Top Ey LinStatic Max 0 155.267 0 -1.003 Story1 W71 Bottom Ey LinStatic Max 0 155.267 0 -1.003 Story1 W71 Top Ey LinStatic Min 0 121.507 0 -1.5281 Story1 W71 Bottom Ey LinStatic Min 0 121.507 0 -1.5281 Story1 W71 Top DWalS1 Combination 0 0 0 0 Story1 W71 Bottom DWalS1 Combination -87.22 0 0 0 Story1 W71 Top DWalS2 Combination 0 0 0 0 Story1 W71 Bottom DWalS2 Combination -74.76 0 0 0 Story1 W71 Top DWalS3 Combination Max 0 96.595 0 1.5023 Story1 W71 Bottom DWalS3 Combination Max -80.99 96.595 0 1.5023 Story1 W71 Top DWalS3 Combination Min 0 73.497 0 1.1431 Story1 W71 Bottom DWalS3 Combination Min -80.99 73.497 0 1.1431 Story1 W71 Top DWalS4 Combination Max 0 -73.497 0 -1.1431 Story1 W71 Bottom DWalS4 Combination Max -80.99 -73.497 0 -1.1431 Story1 W71 Top DWalS4 Combination Min 0 -96.595 0 -1.5023 Story1 W71 Bottom DWalS4 Combination Min -80.99 -96.595 0 -1.5023 Story1 W71 Top DWalS5 Combination Max 0 155.267 0 -1.003 Story1 W71 Bottom DWalS5 Combination Max -80.99 155.267 0 -1.003 Story1 W71 Top DWalS5 Combination Min 0 121.507 0 -1.5281 Story1 W71 Bottom DWalS5 Combination Min -80.99 121.507 0 -1.5281 Story1 W71 Top DWalS6 Combination Max 0 -121.507 0 1.5281 Story1 W71 Bottom DWalS6 Combination Max -80.99 -121.507 0 1.5281 Story1 W71 Top DWalS6 Combination Min 0 -155.267 0 1.003 Story1 W71 Bottom DWalS6 Combination Min -80.99 -155.267 0 1.003 Story1 W71 Top DWalS7 Combination Max 0 96.595 0 1.5023 Story1 W71 Bottom DWalS7 Combination Max -49.84 96.595 0 1.5023 Story1 W71 Top DWalS7 Combination Min 0 73.497 0 1.1431 366 of 427 Analysis Results 6/14/2024 ETABS v21.0.0 Page 33 of 92 Table 5.7 - Pier Forces (Part 1 of 2, continued) Story Pier Location Output Case Case Type Step Type Step Number Step Label P kip V2 kip V3 kip T kip-ft Story1 W71 Bottom DWalS7 Combination Min -49.84 73.497 0 1.1431 Story1 W71 Top DWalS8 Combination Max 0 -73.497 0 -1.1431 Story1 W71 Bottom DWalS8 Combination Max -49.84 -73.497 0 -1.1431 Story1 W71 Top DWalS8 Combination Min 0 -96.595 0 -1.5023 Story1 W71 Bottom DWalS8 Combination Min -49.84 -96.595 0 -1.5023 Story1 W71 Top DWalS9 Combination Max 0 155.267 0 -1.003 Story1 W71 Bottom DWalS9 Combination Max -49.84 155.267 0 -1.003 Story1 W71 Top DWalS9 Combination Min 0 121.507 0 -1.5281 Story1 W71 Bottom DWalS9 Combination Min -49.84 121.507 0 -1.5281 Story1 W71 Top DWalS10 Combination Max 0 -121.507 0 1.5281 Story1 W71 Bottom DWalS10 Combination Max -49.84 -121.507 0 1.5281 Story1 W71 Top DWalS10 Combination Min 0 -155.267 0 1.003 Story1 W71 Bottom DWalS10 Combination Min -49.84 -155.267 0 1.003 Story1 WA1 Top Dead LinStatic 0 0 0 0 Story1 WA1 Bottom Dead LinStatic -31.062 0 0 0 Story1 WA1 Top Live LinStatic 0 0 0 0 Story1 WA1 Bottom Live LinStatic 0 0 0 0 Story1 WA1 Top Ex LinStatic Max 0 209.288 0 0.5202 Story1 WA1 Bottom Ex LinStatic Max 0 209.288 0 0.5202 Story1 WA1 Top Ex LinStatic Min 0 203.543 0 0.3958 Story1 WA1 Bottom Ex LinStatic Min 0 203.543 0 0.3958 Story1 WA1 Top Ey LinStatic Max 0 24.435 0 -0.3473 Story1 WA1 Bottom Ey LinStatic Max 0 24.435 0 -0.3473 Story1 WA1 Top Ey LinStatic Min 0 16.039 0 -0.5291 Story1 WA1 Bottom Ey LinStatic Min 0 16.039 0 -0.5291 Story1 WA1 Top DWalS1 Combination 0 0 0 0 Story1 WA1 Bottom DWalS1 Combination -43.487 0 0 0 Story1 WA1 Top DWalS2 Combination 0 0 0 0 Story1 WA1 Bottom DWalS2 Combination -37.275 0 0 0 Story1 WA1 Top DWalS3 Combination Max 0 209.288 0 0.5202 Story1 WA1 Bottom DWalS3 Combination Max -40.381 209.288 0 0.5202 Story1 WA1 Top DWalS3 Combination Min 0 203.543 0 0.3958 Story1 WA1 Bottom DWalS3 Combination Min -40.381 203.543 0 0.3958 Story1 WA1 Top DWalS4 Combination Max 0 -203.543 0 -0.3958 Story1 WA1 Bottom DWalS4 Combination Max -40.381 -203.543 0 -0.3958 Story1 WA1 Top DWalS4 Combination Min 0 -209.288 0 -0.5202 Story1 WA1 Bottom DWalS4 Combination Min -40.381 -209.288 0 -0.5202 Story1 WA1 Top DWalS5 Combination Max 0 24.435 0 -0.3473 Story1 WA1 Bottom DWalS5 Combination Max -40.381 24.435 0 -0.3473 Story1 WA1 Top DWalS5 Combination Min 0 16.039 0 -0.5291 Story1 WA1 Bottom DWalS5 Combination Min -40.381 16.039 0 -0.5291 Story1 WA1 Top DWalS6 Combination Max 0 -16.039 0 0.5291 Story1 WA1 Bottom DWalS6 Combination Max -40.381 -16.039 0 0.5291 Story1 WA1 Top DWalS6 Combination Min 0 -24.435 0 0.3473 Story1 WA1 Bottom DWalS6 Combination Min -40.381 -24.435 0 0.3473 367 of 427 Analysis Results 6/14/2024 ETABS v21.0.0 Page 34 of 92 Table 5.7 - Pier Forces (Part 1 of 2, continued) Story Pier Location Output Case Case Type Step Type Step Number Step Label P kip V2 kip V3 kip T kip-ft Story1 WA1 Top DWalS7 Combination Max 0 209.288 0 0.5202 Story1 WA1 Bottom DWalS7 Combination Max -24.85 209.288 0 0.5202 Story1 WA1 Top DWalS7 Combination Min 0 203.543 0 0.3958 Story1 WA1 Bottom DWalS7 Combination Min -24.85 203.543 0 0.3958 Story1 WA1 Top DWalS8 Combination Max 0 -203.543 0 -0.3958 Story1 WA1 Bottom DWalS8 Combination Max -24.85 -203.543 0 -0.3958 Story1 WA1 Top DWalS8 Combination Min 0 -209.288 0 -0.5202 Story1 WA1 Bottom DWalS8 Combination Min -24.85 -209.288 0 -0.5202 Story1 WA1 Top DWalS9 Combination Max 0 24.435 0 -0.3473 Story1 WA1 Bottom DWalS9 Combination Max -24.85 24.435 0 -0.3473 Story1 WA1 Top DWalS9 Combination Min 0 16.039 0 -0.5291 Story1 WA1 Bottom DWalS9 Combination Min -24.85 16.039 0 -0.5291 Story1 WA1 Top DWalS10 Combination Max 0 -16.039 0 0.5291 Story1 WA1 Bottom DWalS10 Combination Max -24.85 -16.039 0 0.5291 Story1 WA1 Top DWalS10 Combination Min 0 -24.435 0 0.3473 Story1 WA1 Bottom DWalS10 Combination Min -24.85 -24.435 0 0.3473 Story1 WB1 Top Dead LinStatic 0 0 0 0 Story1 WB1 Bottom Dead LinStatic -6.125 0 0 0 Story1 WB1 Top Live LinStatic 0 0 0 0 Story1 WB1 Bottom Live LinStatic 0 0 0 0 Story1 WB1 Top Ex LinStatic Max 0 3.837 0 0.1026 Story1 WB1 Bottom Ex LinStatic Max 0 3.837 0 0.1026 Story1 WB1 Top Ex LinStatic Min 0 3.828 0 0.078 Story1 WB1 Bottom Ex LinStatic Min 0 3.828 0 0.078 Story1 WB1 Top Ey LinStatic Max 0 -0.026 0 -0.0685 Story1 WB1 Bottom Ey LinStatic Max 0 -0.026 0 -0.0685 Story1 WB1 Top Ey LinStatic Min 0 -0.039 0 -0.1043 Story1 WB1 Bottom Ey LinStatic Min 0 -0.039 0 -0.1043 Story1 WB1 Top DWalS1 Combination 0 0 0 0 Story1 WB1 Bottom DWalS1 Combination -8.575 0 0 0 Story1 WB1 Top DWalS2 Combination 0 0 0 0 Story1 WB1 Bottom DWalS2 Combination -7.35 0 0 0 Story1 WB1 Top DWalS3 Combination Max 0 3.837 0 0.1026 Story1 WB1 Bottom DWalS3 Combination Max -7.962 3.837 0 0.1026 Story1 WB1 Top DWalS3 Combination Min 0 3.828 0 0.078 Story1 WB1 Bottom DWalS3 Combination Min -7.962 3.828 0 0.078 Story1 WB1 Top DWalS4 Combination Max 0 -3.828 0 -0.078 Story1 WB1 Bottom DWalS4 Combination Max -7.962 -3.828 0 -0.078 Story1 WB1 Top DWalS4 Combination Min 0 -3.837 0 -0.1026 Story1 WB1 Bottom DWalS4 Combination Min -7.962 -3.837 0 -0.1026 Story1 WB1 Top DWalS5 Combination Max 0 -0.026 0 -0.0685 Story1 WB1 Bottom DWalS5 Combination Max -7.962 -0.026 0 -0.0685 Story1 WB1 Top DWalS5 Combination Min 0 -0.039 0 -0.1043 Story1 WB1 Bottom DWalS5 Combination Min -7.962 -0.039 0 -0.1043 Story1 WB1 Top DWalS6 Combination Max 0 0.039 0 0.1043 368 of 427 Analysis Results 6/14/2024 ETABS v21.0.0 Page 35 of 92 Table 5.7 - Pier Forces (Part 1 of 2, continued) Story Pier Location Output Case Case Type Step Type Step Number Step Label P kip V2 kip V3 kip T kip-ft Story1 WB1 Bottom DWalS6 Combination Max -7.962 0.039 0 0.1043 Story1 WB1 Top DWalS6 Combination Min 0 0.026 0 0.0685 Story1 WB1 Bottom DWalS6 Combination Min -7.962 0.026 0 0.0685 Story1 WB1 Top DWalS7 Combination Max 0 3.837 0 0.1026 Story1 WB1 Bottom DWalS7 Combination Max -4.9 3.837 0 0.1026 Story1 WB1 Top DWalS7 Combination Min 0 3.828 0 0.078 Story1 WB1 Bottom DWalS7 Combination Min -4.9 3.828 0 0.078 Story1 WB1 Top DWalS8 Combination Max 0 -3.828 0 -0.078 Story1 WB1 Bottom DWalS8 Combination Max -4.9 -3.828 0 -0.078 Story1 WB1 Top DWalS8 Combination Min 0 -3.837 0 -0.1026 Story1 WB1 Bottom DWalS8 Combination Min -4.9 -3.837 0 -0.1026 Story1 WB1 Top DWalS9 Combination Max 0 -0.026 0 -0.0685 Story1 WB1 Bottom DWalS9 Combination Max -4.9 -0.026 0 -0.0685 Story1 WB1 Top DWalS9 Combination Min 0 -0.039 0 -0.1043 Story1 WB1 Bottom DWalS9 Combination Min -4.9 -0.039 0 -0.1043 Story1 WB1 Top DWalS10 Combination Max 0 0.039 0 0.1043 Story1 WB1 Bottom DWalS10 Combination Max -4.9 0.039 0 0.1043 Story1 WB1 Top DWalS10 Combination Min 0 0.026 0 0.0685 Story1 WB1 Bottom DWalS10 Combination Min -4.9 0.026 0 0.0685 Story1 WC1 Top Dead LinStatic 0 0 0 0 Story1 WC1 Bottom Dead LinStatic -5.104 0 0 0 Story1 WC1 Top Live LinStatic 0 0 0 0 Story1 WC1 Bottom Live LinStatic 0 0 0 0 Story1 WC1 Top Ex LinStatic Max 0 2.369 0 0.0855 Story1 WC1 Bottom Ex LinStatic Max 0 2.369 0 0.0855 Story1 WC1 Top Ex LinStatic Min 0 2.336 0 0.065 Story1 WC1 Bottom Ex LinStatic Min 0 2.336 0 0.065 Story1 WC1 Top Ey LinStatic Max 0 -0.092 0 -0.0571 Story1 WC1 Bottom Ey LinStatic Max 0 -0.092 0 -0.0571 Story1 WC1 Top Ey LinStatic Min 0 -0.141 0 -0.0869 Story1 WC1 Bottom Ey LinStatic Min 0 -0.141 0 -0.0869 Story1 WC1 Top DWalS1 Combination 0 0 0 0 Story1 WC1 Bottom DWalS1 Combination -7.146 0 0 0 Story1 WC1 Top DWalS2 Combination 0 0 0 0 Story1 WC1 Bottom DWalS2 Combination -6.125 0 0 0 Story1 WC1 Top DWalS3 Combination Max 0 2.369 0 0.0855 Story1 WC1 Bottom DWalS3 Combination Max -6.635 2.369 0 0.0855 Story1 WC1 Top DWalS3 Combination Min 0 2.336 0 0.065 Story1 WC1 Bottom DWalS3 Combination Min -6.635 2.336 0 0.065 Story1 WC1 Top DWalS4 Combination Max 0 -2.336 0 -0.065 Story1 WC1 Bottom DWalS4 Combination Max -6.635 -2.336 0 -0.065 Story1 WC1 Top DWalS4 Combination Min 0 -2.369 0 -0.0855 Story1 WC1 Bottom DWalS4 Combination Min -6.635 -2.369 0 -0.0855 Story1 WC1 Top DWalS5 Combination Max 0 -0.092 0 -0.0571 Story1 WC1 Bottom DWalS5 Combination Max -6.635 -0.092 0 -0.0571 369 of 427 Analysis Results 6/14/2024 ETABS v21.0.0 Page 36 of 92 Table 5.7 - Pier Forces (Part 1 of 2, continued) Story Pier Location Output Case Case Type Step Type Step Number Step Label P kip V2 kip V3 kip T kip-ft Story1 WC1 Top DWalS5 Combination Min 0 -0.141 0 -0.0869 Story1 WC1 Bottom DWalS5 Combination Min -6.635 -0.141 0 -0.0869 Story1 WC1 Top DWalS6 Combination Max 0 0.141 0 0.0869 Story1 WC1 Bottom DWalS6 Combination Max -6.635 0.141 0 0.0869 Story1 WC1 Top DWalS6 Combination Min 0 0.092 0 0.0571 Story1 WC1 Bottom DWalS6 Combination Min -6.635 0.092 0 0.0571 Story1 WC1 Top DWalS7 Combination Max 0 2.369 0 0.0855 Story1 WC1 Bottom DWalS7 Combination Max -4.083 2.369 0 0.0855 Story1 WC1 Top DWalS7 Combination Min 0 2.336 0 0.065 Story1 WC1 Bottom DWalS7 Combination Min -4.083 2.336 0 0.065 Story1 WC1 Top DWalS8 Combination Max 0 -2.336 0 -0.065 Story1 WC1 Bottom DWalS8 Combination Max -4.083 -2.336 0 -0.065 Story1 WC1 Top DWalS8 Combination Min 0 -2.369 0 -0.0855 Story1 WC1 Bottom DWalS8 Combination Min -4.083 -2.369 0 -0.0855 Story1 WC1 Top DWalS9 Combination Max 0 -0.092 0 -0.0571 Story1 WC1 Bottom DWalS9 Combination Max -4.083 -0.092 0 -0.0571 Story1 WC1 Top DWalS9 Combination Min 0 -0.141 0 -0.0869 Story1 WC1 Bottom DWalS9 Combination Min -4.083 -0.141 0 -0.0869 Story1 WC1 Top DWalS10 Combination Max 0 0.141 0 0.0869 Story1 WC1 Bottom DWalS10 Combination Max -4.083 0.141 0 0.0869 Story1 WC1 Top DWalS10 Combination Min 0 0.092 0 0.0571 Story1 WC1 Bottom DWalS10 Combination Min -4.083 0.092 0 0.0571 Story1 WC2 Top Dead LinStatic 0 0 0 0 Story1 WC2 Bottom Dead LinStatic -5.104 0 0 0 Story1 WC2 Top Live LinStatic 0 0 0 0 Story1 WC2 Bottom Live LinStatic 0 0 0 0 Story1 WC2 Top Ex LinStatic Max 0 2.369 0 0.0855 Story1 WC2 Bottom Ex LinStatic Max 0 2.369 0 0.0855 Story1 WC2 Top Ex LinStatic Min 0 2.336 0 0.065 Story1 WC2 Bottom Ex LinStatic Min 0 2.336 0 0.065 Story1 WC2 Top Ey LinStatic Max 0 -0.092 0 -0.0571 Story1 WC2 Bottom Ey LinStatic Max 0 -0.092 0 -0.0571 Story1 WC2 Top Ey LinStatic Min 0 -0.141 0 -0.0869 Story1 WC2 Bottom Ey LinStatic Min 0 -0.141 0 -0.0869 Story1 WC2 Top DWalS1 Combination 0 0 0 0 Story1 WC2 Bottom DWalS1 Combination -7.146 0 0 0 Story1 WC2 Top DWalS2 Combination 0 0 0 0 Story1 WC2 Bottom DWalS2 Combination -6.125 0 0 0 Story1 WC2 Top DWalS3 Combination Max 0 2.369 0 0.0855 Story1 WC2 Bottom DWalS3 Combination Max -6.635 2.369 0 0.0855 Story1 WC2 Top DWalS3 Combination Min 0 2.336 0 0.065 Story1 WC2 Bottom DWalS3 Combination Min -6.635 2.336 0 0.065 Story1 WC2 Top DWalS4 Combination Max 0 -2.336 0 -0.065 Story1 WC2 Bottom DWalS4 Combination Max -6.635 -2.336 0 -0.065 Story1 WC2 Top DWalS4 Combination Min 0 -2.369 0 -0.0855 370 of 427 Analysis Results 6/14/2024 ETABS v21.0.0 Page 37 of 92 Table 5.7 - Pier Forces (Part 1 of 2, continued) Story Pier Location Output Case Case Type Step Type Step Number Step Label P kip V2 kip V3 kip T kip-ft Story1 WC2 Bottom DWalS4 Combination Min -6.635 -2.369 0 -0.0855 Story1 WC2 Top DWalS5 Combination Max 0 -0.092 0 -0.0571 Story1 WC2 Bottom DWalS5 Combination Max -6.635 -0.092 0 -0.0571 Story1 WC2 Top DWalS5 Combination Min 0 -0.141 0 -0.0869 Story1 WC2 Bottom DWalS5 Combination Min -6.635 -0.141 0 -0.0869 Story1 WC2 Top DWalS6 Combination Max 0 0.141 0 0.0869 Story1 WC2 Bottom DWalS6 Combination Max -6.635 0.141 0 0.0869 Story1 WC2 Top DWalS6 Combination Min 0 0.092 0 0.0571 Story1 WC2 Bottom DWalS6 Combination Min -6.635 0.092 0 0.0571 Story1 WC2 Top DWalS7 Combination Max 0 2.369 0 0.0855 Story1 WC2 Bottom DWalS7 Combination Max -4.083 2.369 0 0.0855 Story1 WC2 Top DWalS7 Combination Min 0 2.336 0 0.065 Story1 WC2 Bottom DWalS7 Combination Min -4.083 2.336 0 0.065 Story1 WC2 Top DWalS8 Combination Max 0 -2.336 0 -0.065 Story1 WC2 Bottom DWalS8 Combination Max -4.083 -2.336 0 -0.065 Story1 WC2 Top DWalS8 Combination Min 0 -2.369 0 -0.0855 Story1 WC2 Bottom DWalS8 Combination Min -4.083 -2.369 0 -0.0855 Story1 WC2 Top DWalS9 Combination Max 0 -0.092 0 -0.0571 Story1 WC2 Bottom DWalS9 Combination Max -4.083 -0.092 0 -0.0571 Story1 WC2 Top DWalS9 Combination Min 0 -0.141 0 -0.0869 Story1 WC2 Bottom DWalS9 Combination Min -4.083 -0.141 0 -0.0869 Story1 WC2 Top DWalS10 Combination Max 0 0.141 0 0.0869 Story1 WC2 Bottom DWalS10 Combination Max -4.083 0.141 0 0.0869 Story1 WC2 Top DWalS10 Combination Min 0 0.092 0 0.0571 Story1 WC2 Bottom DWalS10 Combination Min -4.083 0.092 0 0.0571 Story1 WG1 Top Dead LinStatic 0 0 0 0 Story1 WG1 Bottom Dead LinStatic -7.583 0 0 0 Story1 WG1 Top Live LinStatic 0 0 0 0 Story1 WG1 Bottom Live LinStatic 0 0 0 0 Story1 WG1 Top Ex LinStatic Max 0 9.725 0 0.127 Story1 WG1 Bottom Ex LinStatic Max 0 9.725 0 0.127 Story1 WG1 Top Ex LinStatic Min 0 9.081 0 0.0966 Story1 WG1 Bottom Ex LinStatic Min 0 9.081 0 0.0966 Story1 WG1 Top Ey LinStatic Max 0 -1.799 0 -0.0848 Story1 WG1 Bottom Ey LinStatic Max 0 -1.799 0 -0.0848 Story1 WG1 Top Ey LinStatic Min 0 -2.741 0 -0.1292 Story1 WG1 Bottom Ey LinStatic Min 0 -2.741 0 -0.1292 Story1 WG1 Top DWalS1 Combination 0 0 0 0 Story1 WG1 Bottom DWalS1 Combination -10.617 0 0 0 Story1 WG1 Top DWalS2 Combination 0 0 0 0 Story1 WG1 Bottom DWalS2 Combination -9.1 0 0 0 Story1 WG1 Top DWalS3 Combination Max 0 9.725 0 0.127 Story1 WG1 Bottom DWalS3 Combination Max -9.858 9.725 0 0.127 Story1 WG1 Top DWalS3 Combination Min 0 9.081 0 0.0966 Story1 WG1 Bottom DWalS3 Combination Min -9.858 9.081 0 0.0966 371 of 427 Analysis Results 6/14/2024 ETABS v21.0.0 Page 38 of 92 Table 5.7 - Pier Forces (Part 1 of 2, continued) Story Pier Location Output Case Case Type Step Type Step Number Step Label P kip V2 kip V3 kip T kip-ft Story1 WG1 Top DWalS4 Combination Max 0 -9.081 0 -0.0966 Story1 WG1 Bottom DWalS4 Combination Max -9.858 -9.081 0 -0.0966 Story1 WG1 Top DWalS4 Combination Min 0 -9.725 0 -0.127 Story1 WG1 Bottom DWalS4 Combination Min -9.858 -9.725 0 -0.127 Story1 WG1 Top DWalS5 Combination Max 0 -1.799 0 -0.0848 Story1 WG1 Bottom DWalS5 Combination Max -9.858 -1.799 0 -0.0848 Story1 WG1 Top DWalS5 Combination Min 0 -2.741 0 -0.1292 Story1 WG1 Bottom DWalS5 Combination Min -9.858 -2.741 0 -0.1292 Story1 WG1 Top DWalS6 Combination Max 0 2.741 0 0.1292 Story1 WG1 Bottom DWalS6 Combination Max -9.858 2.741 0 0.1292 Story1 WG1 Top DWalS6 Combination Min 0 1.799 0 0.0848 Story1 WG1 Bottom DWalS6 Combination Min -9.858 1.799 0 0.0848 Story1 WG1 Top DWalS7 Combination Max 0 9.725 0 0.127 Story1 WG1 Bottom DWalS7 Combination Max -6.067 9.725 0 0.127 Story1 WG1 Top DWalS7 Combination Min 0 9.081 0 0.0966 Story1 WG1 Bottom DWalS7 Combination Min -6.067 9.081 0 0.0966 Story1 WG1 Top DWalS8 Combination Max 0 -9.081 0 -0.0966 Story1 WG1 Bottom DWalS8 Combination Max -6.067 -9.081 0 -0.0966 Story1 WG1 Top DWalS8 Combination Min 0 -9.725 0 -0.127 Story1 WG1 Bottom DWalS8 Combination Min -6.067 -9.725 0 -0.127 Story1 WG1 Top DWalS9 Combination Max 0 -1.799 0 -0.0848 Story1 WG1 Bottom DWalS9 Combination Max -6.067 -1.799 0 -0.0848 Story1 WG1 Top DWalS9 Combination Min 0 -2.741 0 -0.1292 Story1 WG1 Bottom DWalS9 Combination Min -6.067 -2.741 0 -0.1292 Story1 WG1 Top DWalS10 Combination Max 0 2.741 0 0.1292 Story1 WG1 Bottom DWalS10 Combination Max -6.067 2.741 0 0.1292 Story1 WG1 Top DWalS10 Combination Min 0 1.799 0 0.0848 Story1 WG1 Bottom DWalS10 Combination Min -6.067 1.799 0 0.0848 Story1 WG2 Top Dead LinStatic 0 0 0 0 Story1 WG2 Bottom Dead LinStatic -9.333 0 0 0 Story1 WG2 Top Live LinStatic 0 0 0 0 Story1 WG2 Bottom Live LinStatic 0 0 0 0 Story1 WG2 Top Ex LinStatic Max 0 17.49 0 0.1563 Story1 WG2 Bottom Ex LinStatic Max 0 17.49 0 0.1563 Story1 WG2 Top Ex LinStatic Min 0 16.331 0 0.1189 Story1 WG2 Bottom Ex LinStatic Min 0 16.331 0 0.1189 Story1 WG2 Top Ey LinStatic Max 0 -3.236 0 -0.1044 Story1 WG2 Bottom Ey LinStatic Max 0 -3.236 0 -0.1044 Story1 WG2 Top Ey LinStatic Min 0 -4.929 0 -0.159 Story1 WG2 Bottom Ey LinStatic Min 0 -4.929 0 -0.159 Story1 WG2 Top DWalS1 Combination 0 0 0 0 Story1 WG2 Bottom DWalS1 Combination -13.067 0 0 0 Story1 WG2 Top DWalS2 Combination 0 0 0 0 Story1 WG2 Bottom DWalS2 Combination -11.2 0 0 0 Story1 WG2 Top DWalS3 Combination Max 0 17.49 0 0.1563 372 of 427 Analysis Results 6/14/2024 ETABS v21.0.0 Page 39 of 92 Table 5.7 - Pier Forces (Part 1 of 2, continued) Story Pier Location Output Case Case Type Step Type Step Number Step Label P kip V2 kip V3 kip T kip-ft Story1 WG2 Bottom DWalS3 Combination Max -12.133 17.49 0 0.1563 Story1 WG2 Top DWalS3 Combination Min 0 16.331 0 0.1189 Story1 WG2 Bottom DWalS3 Combination Min -12.133 16.331 0 0.1189 Story1 WG2 Top DWalS4 Combination Max 0 -16.331 0 -0.1189 Story1 WG2 Bottom DWalS4 Combination Max -12.133 -16.331 0 -0.1189 Story1 WG2 Top DWalS4 Combination Min 0 -17.49 0 -0.1563 Story1 WG2 Bottom DWalS4 Combination Min -12.133 -17.49 0 -0.1563 Story1 WG2 Top DWalS5 Combination Max 0 -3.236 0 -0.1044 Story1 WG2 Bottom DWalS5 Combination Max -12.133 -3.236 0 -0.1044 Story1 WG2 Top DWalS5 Combination Min 0 -4.929 0 -0.159 Story1 WG2 Bottom DWalS5 Combination Min -12.133 -4.929 0 -0.159 Story1 WG2 Top DWalS6 Combination Max 0 4.929 0 0.159 Story1 WG2 Bottom DWalS6 Combination Max -12.133 4.929 0 0.159 Story1 WG2 Top DWalS6 Combination Min 0 3.236 0 0.1044 Story1 WG2 Bottom DWalS6 Combination Min -12.133 3.236 0 0.1044 Story1 WG2 Top DWalS7 Combination Max 0 17.49 0 0.1563 Story1 WG2 Bottom DWalS7 Combination Max -7.467 17.49 0 0.1563 Story1 WG2 Top DWalS7 Combination Min 0 16.331 0 0.1189 Story1 WG2 Bottom DWalS7 Combination Min -7.467 16.331 0 0.1189 Story1 WG2 Top DWalS8 Combination Max 0 -16.331 0 -0.1189 Story1 WG2 Bottom DWalS8 Combination Max -7.467 -16.331 0 -0.1189 Story1 WG2 Top DWalS8 Combination Min 0 -17.49 0 -0.1563 Story1 WG2 Bottom DWalS8 Combination Min -7.467 -17.49 0 -0.1563 Story1 WG2 Top DWalS9 Combination Max 0 -3.236 0 -0.1044 Story1 WG2 Bottom DWalS9 Combination Max -7.467 -3.236 0 -0.1044 Story1 WG2 Top DWalS9 Combination Min 0 -4.929 0 -0.159 Story1 WG2 Bottom DWalS9 Combination Min -7.467 -4.929 0 -0.159 Story1 WG2 Top DWalS10 Combination Max 0 4.929 0 0.159 Story1 WG2 Bottom DWalS10 Combination Max -7.467 4.929 0 0.159 Story1 WG2 Top DWalS10 Combination Min 0 3.236 0 0.1044 Story1 WG2 Bottom DWalS10 Combination Min -7.467 3.236 0 0.1044 Story1 WG3 Top Dead LinStatic 0 0 0 0 Story1 WG3 Bottom Dead LinStatic -7.583 0 0 0 Story1 WG3 Top Live LinStatic 0 0 0 0 Story1 WG3 Bottom Live LinStatic 0 0 0 0 Story1 WG3 Top Ex LinStatic Max 0 9.725 0 0.127 Story1 WG3 Bottom Ex LinStatic Max 0 9.725 0 0.127 Story1 WG3 Top Ex LinStatic Min 0 9.081 0 0.0966 Story1 WG3 Bottom Ex LinStatic Min 0 9.081 0 0.0966 Story1 WG3 Top Ey LinStatic Max 0 -1.799 0 -0.0848 Story1 WG3 Bottom Ey LinStatic Max 0 -1.799 0 -0.0848 Story1 WG3 Top Ey LinStatic Min 0 -2.741 0 -0.1292 Story1 WG3 Bottom Ey LinStatic Min 0 -2.741 0 -0.1292 Story1 WG3 Top DWalS1 Combination 0 0 0 0 Story1 WG3 Bottom DWalS1 Combination -10.617 0 0 0 373 of 427 Analysis Results 6/14/2024 ETABS v21.0.0 Page 40 of 92 Table 5.7 - Pier Forces (Part 1 of 2, continued) Story Pier Location Output Case Case Type Step Type Step Number Step Label P kip V2 kip V3 kip T kip-ft Story1 WG3 Top DWalS2 Combination 0 0 0 0 Story1 WG3 Bottom DWalS2 Combination -9.1 0 0 0 Story1 WG3 Top DWalS3 Combination Max 0 9.725 0 0.127 Story1 WG3 Bottom DWalS3 Combination Max -9.858 9.725 0 0.127 Story1 WG3 Top DWalS3 Combination Min 0 9.081 0 0.0966 Story1 WG3 Bottom DWalS3 Combination Min -9.858 9.081 0 0.0966 Story1 WG3 Top DWalS4 Combination Max 0 -9.081 0 -0.0966 Story1 WG3 Bottom DWalS4 Combination Max -9.858 -9.081 0 -0.0966 Story1 WG3 Top DWalS4 Combination Min 0 -9.725 0 -0.127 Story1 WG3 Bottom DWalS4 Combination Min -9.858 -9.725 0 -0.127 Story1 WG3 Top DWalS5 Combination Max 0 -1.799 0 -0.0848 Story1 WG3 Bottom DWalS5 Combination Max -9.858 -1.799 0 -0.0848 Story1 WG3 Top DWalS5 Combination Min 0 -2.741 0 -0.1292 Story1 WG3 Bottom DWalS5 Combination Min -9.858 -2.741 0 -0.1292 Story1 WG3 Top DWalS6 Combination Max 0 2.741 0 0.1292 Story1 WG3 Bottom DWalS6 Combination Max -9.858 2.741 0 0.1292 Story1 WG3 Top DWalS6 Combination Min 0 1.799 0 0.0848 Story1 WG3 Bottom DWalS6 Combination Min -9.858 1.799 0 0.0848 Story1 WG3 Top DWalS7 Combination Max 0 9.725 0 0.127 Story1 WG3 Bottom DWalS7 Combination Max -6.067 9.725 0 0.127 Story1 WG3 Top DWalS7 Combination Min 0 9.081 0 0.0966 Story1 WG3 Bottom DWalS7 Combination Min -6.067 9.081 0 0.0966 Story1 WG3 Top DWalS8 Combination Max 0 -9.081 0 -0.0966 Story1 WG3 Bottom DWalS8 Combination Max -6.067 -9.081 0 -0.0966 Story1 WG3 Top DWalS8 Combination Min 0 -9.725 0 -0.127 Story1 WG3 Bottom DWalS8 Combination Min -6.067 -9.725 0 -0.127 Story1 WG3 Top DWalS9 Combination Max 0 -1.799 0 -0.0848 Story1 WG3 Bottom DWalS9 Combination Max -6.067 -1.799 0 -0.0848 Story1 WG3 Top DWalS9 Combination Min 0 -2.741 0 -0.1292 Story1 WG3 Bottom DWalS9 Combination Min -6.067 -2.741 0 -0.1292 Story1 WG3 Top DWalS10 Combination Max 0 2.741 0 0.1292 Story1 WG3 Bottom DWalS10 Combination Max -6.067 2.741 0 0.1292 Story1 WG3 Top DWalS10 Combination Min 0 1.799 0 0.0848 Story1 WG3 Bottom DWalS10 Combination Min -6.067 1.799 0 0.0848 Story1 WG4 Top Dead LinStatic 0 0 0 0 Story1 WG4 Bottom Dead LinStatic -7.583 0 0 0 Story1 WG4 Top Live LinStatic 0 0 0 0 Story1 WG4 Bottom Live LinStatic 0 0 0 0 Story1 WG4 Top Ex LinStatic Max 0 9.725 0 0.127 Story1 WG4 Bottom Ex LinStatic Max 0 9.725 0 0.127 Story1 WG4 Top Ex LinStatic Min 0 9.081 0 0.0966 Story1 WG4 Bottom Ex LinStatic Min 0 9.081 0 0.0966 Story1 WG4 Top Ey LinStatic Max 0 -1.799 0 -0.0848 Story1 WG4 Bottom Ey LinStatic Max 0 -1.799 0 -0.0848 Story1 WG4 Top Ey LinStatic Min 0 -2.741 0 -0.1292 374 of 427 Analysis Results 6/14/2024 ETABS v21.0.0 Page 41 of 92 Table 5.7 - Pier Forces (Part 1 of 2, continued) Story Pier Location Output Case Case Type Step Type Step Number Step Label P kip V2 kip V3 kip T kip-ft Story1 WG4 Bottom Ey LinStatic Min 0 -2.741 0 -0.1292 Story1 WG4 Top DWalS1 Combination 0 0 0 0 Story1 WG4 Bottom DWalS1 Combination -10.617 0 0 0 Story1 WG4 Top DWalS2 Combination 0 0 0 0 Story1 WG4 Bottom DWalS2 Combination -9.1 0 0 0 Story1 WG4 Top DWalS3 Combination Max 0 9.725 0 0.127 Story1 WG4 Bottom DWalS3 Combination Max -9.858 9.725 0 0.127 Story1 WG4 Top DWalS3 Combination Min 0 9.081 0 0.0966 Story1 WG4 Bottom DWalS3 Combination Min -9.858 9.081 0 0.0966 Story1 WG4 Top DWalS4 Combination Max 0 -9.081 0 -0.0966 Story1 WG4 Bottom DWalS4 Combination Max -9.858 -9.081 0 -0.0966 Story1 WG4 Top DWalS4 Combination Min 0 -9.725 0 -0.127 Story1 WG4 Bottom DWalS4 Combination Min -9.858 -9.725 0 -0.127 Story1 WG4 Top DWalS5 Combination Max 0 -1.799 0 -0.0848 Story1 WG4 Bottom DWalS5 Combination Max -9.858 -1.799 0 -0.0848 Story1 WG4 Top DWalS5 Combination Min 0 -2.741 0 -0.1292 Story1 WG4 Bottom DWalS5 Combination Min -9.858 -2.741 0 -0.1292 Story1 WG4 Top DWalS6 Combination Max 0 2.741 0 0.1292 Story1 WG4 Bottom DWalS6 Combination Max -9.858 2.741 0 0.1292 Story1 WG4 Top DWalS6 Combination Min 0 1.799 0 0.0848 Story1 WG4 Bottom DWalS6 Combination Min -9.858 1.799 0 0.0848 Story1 WG4 Top DWalS7 Combination Max 0 9.725 0 0.127 Story1 WG4 Bottom DWalS7 Combination Max -6.067 9.725 0 0.127 Story1 WG4 Top DWalS7 Combination Min 0 9.081 0 0.0966 Story1 WG4 Bottom DWalS7 Combination Min -6.067 9.081 0 0.0966 Story1 WG4 Top DWalS8 Combination Max 0 -9.081 0 -0.0966 Story1 WG4 Bottom DWalS8 Combination Max -6.067 -9.081 0 -0.0966 Story1 WG4 Top DWalS8 Combination Min 0 -9.725 0 -0.127 Story1 WG4 Bottom DWalS8 Combination Min -6.067 -9.725 0 -0.127 Story1 WG4 Top DWalS9 Combination Max 0 -1.799 0 -0.0848 Story1 WG4 Bottom DWalS9 Combination Max -6.067 -1.799 0 -0.0848 Story1 WG4 Top DWalS9 Combination Min 0 -2.741 0 -0.1292 Story1 WG4 Bottom DWalS9 Combination Min -6.067 -2.741 0 -0.1292 Story1 WG4 Top DWalS10 Combination Max 0 2.741 0 0.1292 Story1 WG4 Bottom DWalS10 Combination Max -6.067 2.741 0 0.1292 Story1 WG4 Top DWalS10 Combination Min 0 1.799 0 0.0848 Story1 WG4 Bottom DWalS10 Combination Min -6.067 1.799 0 0.0848 Story1 WG5 Top Dead LinStatic 0 0 0 0 Story1 WG5 Bottom Dead LinStatic -9.333 0 0 0 Story1 WG5 Top Live LinStatic 0 0 0 0 Story1 WG5 Bottom Live LinStatic 0 0 0 0 Story1 WG5 Top Ex LinStatic Max 0 17.49 0 0.1563 Story1 WG5 Bottom Ex LinStatic Max 0 17.49 0 0.1563 Story1 WG5 Top Ex LinStatic Min 0 16.331 0 0.1189 Story1 WG5 Bottom Ex LinStatic Min 0 16.331 0 0.1189 375 of 427 Analysis Results 6/14/2024 ETABS v21.0.0 Page 42 of 92 Table 5.7 - Pier Forces (Part 1 of 2, continued) Story Pier Location Output Case Case Type Step Type Step Number Step Label P kip V2 kip V3 kip T kip-ft Story1 WG5 Top Ey LinStatic Max 0 -3.236 0 -0.1044 Story1 WG5 Bottom Ey LinStatic Max 0 -3.236 0 -0.1044 Story1 WG5 Top Ey LinStatic Min 0 -4.929 0 -0.159 Story1 WG5 Bottom Ey LinStatic Min 0 -4.929 0 -0.159 Story1 WG5 Top DWalS1 Combination 0 0 0 0 Story1 WG5 Bottom DWalS1 Combination -13.067 0 0 0 Story1 WG5 Top DWalS2 Combination 0 0 0 0 Story1 WG5 Bottom DWalS2 Combination -11.2 0 0 0 Story1 WG5 Top DWalS3 Combination Max 0 17.49 0 0.1563 Story1 WG5 Bottom DWalS3 Combination Max -12.133 17.49 0 0.1563 Story1 WG5 Top DWalS3 Combination Min 0 16.331 0 0.1189 Story1 WG5 Bottom DWalS3 Combination Min -12.133 16.331 0 0.1189 Story1 WG5 Top DWalS4 Combination Max 0 -16.331 0 -0.1189 Story1 WG5 Bottom DWalS4 Combination Max -12.133 -16.331 0 -0.1189 Story1 WG5 Top DWalS4 Combination Min 0 -17.49 0 -0.1563 Story1 WG5 Bottom DWalS4 Combination Min -12.133 -17.49 0 -0.1563 Story1 WG5 Top DWalS5 Combination Max 0 -3.236 0 -0.1044 Story1 WG5 Bottom DWalS5 Combination Max -12.133 -3.236 0 -0.1044 Story1 WG5 Top DWalS5 Combination Min 0 -4.929 0 -0.159 Story1 WG5 Bottom DWalS5 Combination Min -12.133 -4.929 0 -0.159 Story1 WG5 Top DWalS6 Combination Max 0 4.929 0 0.159 Story1 WG5 Bottom DWalS6 Combination Max -12.133 4.929 0 0.159 Story1 WG5 Top DWalS6 Combination Min 0 3.236 0 0.1044 Story1 WG5 Bottom DWalS6 Combination Min -12.133 3.236 0 0.1044 Story1 WG5 Top DWalS7 Combination Max 0 17.49 0 0.1563 Story1 WG5 Bottom DWalS7 Combination Max -7.467 17.49 0 0.1563 Story1 WG5 Top DWalS7 Combination Min 0 16.331 0 0.1189 Story1 WG5 Bottom DWalS7 Combination Min -7.467 16.331 0 0.1189 Story1 WG5 Top DWalS8 Combination Max 0 -16.331 0 -0.1189 Story1 WG5 Bottom DWalS8 Combination Max -7.467 -16.331 0 -0.1189 Story1 WG5 Top DWalS8 Combination Min 0 -17.49 0 -0.1563 Story1 WG5 Bottom DWalS8 Combination Min -7.467 -17.49 0 -0.1563 Story1 WG5 Top DWalS9 Combination Max 0 -3.236 0 -0.1044 Story1 WG5 Bottom DWalS9 Combination Max -7.467 -3.236 0 -0.1044 Story1 WG5 Top DWalS9 Combination Min 0 -4.929 0 -0.159 Story1 WG5 Bottom DWalS9 Combination Min -7.467 -4.929 0 -0.159 Story1 WG5 Top DWalS10 Combination Max 0 4.929 0 0.159 Story1 WG5 Bottom DWalS10 Combination Max -7.467 4.929 0 0.159 Story1 WG5 Top DWalS10 Combination Min 0 3.236 0 0.1044 Story1 WG5 Bottom DWalS10 Combination Min -7.467 3.236 0 0.1044 Story1 WG6 Top Dead LinStatic 0 0 0 0 Story1 WG6 Bottom Dead LinStatic -7.583 0 0 0 Story1 WG6 Top Live LinStatic 0 0 0 0 Story1 WG6 Bottom Live LinStatic 0 0 0 0 Story1 WG6 Top Ex LinStatic Max 0 9.725 0 0.127 376 of 427 Analysis Results 6/14/2024 ETABS v21.0.0 Page 43 of 92 Table 5.7 - Pier Forces (Part 1 of 2, continued) Story Pier Location Output Case Case Type Step Type Step Number Step Label P kip V2 kip V3 kip T kip-ft Story1 WG6 Bottom Ex LinStatic Max 0 9.725 0 0.127 Story1 WG6 Top Ex LinStatic Min 0 9.081 0 0.0966 Story1 WG6 Bottom Ex LinStatic Min 0 9.081 0 0.0966 Story1 WG6 Top Ey LinStatic Max 0 -1.799 0 -0.0848 Story1 WG6 Bottom Ey LinStatic Max 0 -1.799 0 -0.0848 Story1 WG6 Top Ey LinStatic Min 0 -2.741 0 -0.1292 Story1 WG6 Bottom Ey LinStatic Min 0 -2.741 0 -0.1292 Story1 WG6 Top DWalS1 Combination 0 0 0 0 Story1 WG6 Bottom DWalS1 Combination -10.617 0 0 0 Story1 WG6 Top DWalS2 Combination 0 0 0 0 Story1 WG6 Bottom DWalS2 Combination -9.1 0 0 0 Story1 WG6 Top DWalS3 Combination Max 0 9.725 0 0.127 Story1 WG6 Bottom DWalS3 Combination Max -9.858 9.725 0 0.127 Story1 WG6 Top DWalS3 Combination Min 0 9.081 0 0.0966 Story1 WG6 Bottom DWalS3 Combination Min -9.858 9.081 0 0.0966 Story1 WG6 Top DWalS4 Combination Max 0 -9.081 0 -0.0966 Story1 WG6 Bottom DWalS4 Combination Max -9.858 -9.081 0 -0.0966 Story1 WG6 Top DWalS4 Combination Min 0 -9.725 0 -0.127 Story1 WG6 Bottom DWalS4 Combination Min -9.858 -9.725 0 -0.127 Story1 WG6 Top DWalS5 Combination Max 0 -1.799 0 -0.0848 Story1 WG6 Bottom DWalS5 Combination Max -9.858 -1.799 0 -0.0848 Story1 WG6 Top DWalS5 Combination Min 0 -2.741 0 -0.1292 Story1 WG6 Bottom DWalS5 Combination Min -9.858 -2.741 0 -0.1292 Story1 WG6 Top DWalS6 Combination Max 0 2.741 0 0.1292 Story1 WG6 Bottom DWalS6 Combination Max -9.858 2.741 0 0.1292 Story1 WG6 Top DWalS6 Combination Min 0 1.799 0 0.0848 Story1 WG6 Bottom DWalS6 Combination Min -9.858 1.799 0 0.0848 Story1 WG6 Top DWalS7 Combination Max 0 9.725 0 0.127 Story1 WG6 Bottom DWalS7 Combination Max -6.067 9.725 0 0.127 Story1 WG6 Top DWalS7 Combination Min 0 9.081 0 0.0966 Story1 WG6 Bottom DWalS7 Combination Min -6.067 9.081 0 0.0966 Story1 WG6 Top DWalS8 Combination Max 0 -9.081 0 -0.0966 Story1 WG6 Bottom DWalS8 Combination Max -6.067 -9.081 0 -0.0966 Story1 WG6 Top DWalS8 Combination Min 0 -9.725 0 -0.127 Story1 WG6 Bottom DWalS8 Combination Min -6.067 -9.725 0 -0.127 Story1 WG6 Top DWalS9 Combination Max 0 -1.799 0 -0.0848 Story1 WG6 Bottom DWalS9 Combination Max -6.067 -1.799 0 -0.0848 Story1 WG6 Top DWalS9 Combination Min 0 -2.741 0 -0.1292 Story1 WG6 Bottom DWalS9 Combination Min -6.067 -2.741 0 -0.1292 Story1 WG6 Top DWalS10 Combination Max 0 2.741 0 0.1292 Story1 WG6 Bottom DWalS10 Combination Max -6.067 2.741 0 0.1292 Story1 WG6 Top DWalS10 Combination Min 0 1.799 0 0.0848 Story1 WG6 Bottom DWalS10 Combination Min -6.067 1.799 0 0.0848 Story1 WG7 Top Dead LinStatic 0 0 0 0 Story1 WG7 Bottom Dead LinStatic -7.583 0 0 0 377 of 427 Analysis Results 6/14/2024 ETABS v21.0.0 Page 44 of 92 Table 5.7 - Pier Forces (Part 1 of 2, continued) Story Pier Location Output Case Case Type Step Type Step Number Step Label P kip V2 kip V3 kip T kip-ft Story1 WG7 Top Live LinStatic 0 0 0 0 Story1 WG7 Bottom Live LinStatic 0 0 0 0 Story1 WG7 Top Ex LinStatic Max 0 9.725 0 0.127 Story1 WG7 Bottom Ex LinStatic Max 0 9.725 0 0.127 Story1 WG7 Top Ex LinStatic Min 0 9.081 0 0.0966 Story1 WG7 Bottom Ex LinStatic Min 0 9.081 0 0.0966 Story1 WG7 Top Ey LinStatic Max 0 -1.799 0 -0.0848 Story1 WG7 Bottom Ey LinStatic Max 0 -1.799 0 -0.0848 Story1 WG7 Top Ey LinStatic Min 0 -2.741 0 -0.1292 Story1 WG7 Bottom Ey LinStatic Min 0 -2.741 0 -0.1292 Story1 WG7 Top DWalS1 Combination 0 0 0 0 Story1 WG7 Bottom DWalS1 Combination -10.617 0 0 0 Story1 WG7 Top DWalS2 Combination 0 0 0 0 Story1 WG7 Bottom DWalS2 Combination -9.1 0 0 0 Story1 WG7 Top DWalS3 Combination Max 0 9.725 0 0.127 Story1 WG7 Bottom DWalS3 Combination Max -9.858 9.725 0 0.127 Story1 WG7 Top DWalS3 Combination Min 0 9.081 0 0.0966 Story1 WG7 Bottom DWalS3 Combination Min -9.858 9.081 0 0.0966 Story1 WG7 Top DWalS4 Combination Max 0 -9.081 0 -0.0966 Story1 WG7 Bottom DWalS4 Combination Max -9.858 -9.081 0 -0.0966 Story1 WG7 Top DWalS4 Combination Min 0 -9.725 0 -0.127 Story1 WG7 Bottom DWalS4 Combination Min -9.858 -9.725 0 -0.127 Story1 WG7 Top DWalS5 Combination Max 0 -1.799 0 -0.0848 Story1 WG7 Bottom DWalS5 Combination Max -9.858 -1.799 0 -0.0848 Story1 WG7 Top DWalS5 Combination Min 0 -2.741 0 -0.1292 Story1 WG7 Bottom DWalS5 Combination Min -9.858 -2.741 0 -0.1292 Story1 WG7 Top DWalS6 Combination Max 0 2.741 0 0.1292 Story1 WG7 Bottom DWalS6 Combination Max -9.858 2.741 0 0.1292 Story1 WG7 Top DWalS6 Combination Min 0 1.799 0 0.0848 Story1 WG7 Bottom DWalS6 Combination Min -9.858 1.799 0 0.0848 Story1 WG7 Top DWalS7 Combination Max 0 9.725 0 0.127 Story1 WG7 Bottom DWalS7 Combination Max -6.067 9.725 0 0.127 Story1 WG7 Top DWalS7 Combination Min 0 9.081 0 0.0966 Story1 WG7 Bottom DWalS7 Combination Min -6.067 9.081 0 0.0966 Story1 WG7 Top DWalS8 Combination Max 0 -9.081 0 -0.0966 Story1 WG7 Bottom DWalS8 Combination Max -6.067 -9.081 0 -0.0966 Story1 WG7 Top DWalS8 Combination Min 0 -9.725 0 -0.127 Story1 WG7 Bottom DWalS8 Combination Min -6.067 -9.725 0 -0.127 Story1 WG7 Top DWalS9 Combination Max 0 -1.799 0 -0.0848 Story1 WG7 Bottom DWalS9 Combination Max -6.067 -1.799 0 -0.0848 Story1 WG7 Top DWalS9 Combination Min 0 -2.741 0 -0.1292 Story1 WG7 Bottom DWalS9 Combination Min -6.067 -2.741 0 -0.1292 Story1 WG7 Top DWalS10 Combination Max 0 2.741 0 0.1292 Story1 WG7 Bottom DWalS10 Combination Max -6.067 2.741 0 0.1292 Story1 WG7 Top DWalS10 Combination Min 0 1.799 0 0.0848 378 of 427 Analysis Results 6/14/2024 ETABS v21.0.0 Page 45 of 92 Table 5.7 - Pier Forces (Part 1 of 2, continued) Story Pier Location Output Case Case Type Step Type Step Number Step Label P kip V2 kip V3 kip T kip-ft Story1 WG7 Bottom DWalS10 Combination Min -6.067 1.799 0 0.0848 Story1 W13 Top Dead LinStatic 0 0 0 0 Story1 W13 Bottom Dead LinStatic -11.594 0 0 0 Story1 W13 Top Live LinStatic 0 0 0 0 Story1 W13 Bottom Live LinStatic 0 0 0 0 Story1 W13 Top Ex LinStatic Max 0 -8.42 0 0.1941 Story1 W13 Bottom Ex LinStatic Max 0 -8.42 0 0.1941 Story1 W13 Top Ex LinStatic Min 0 -11.067 0 0.1477 Story1 W13 Bottom Ex LinStatic Min 0 -11.067 0 0.1477 Story1 W13 Top Ey LinStatic Max 0 19.2 0 -0.1296 Story1 W13 Bottom Ey LinStatic Max 0 19.2 0 -0.1296 Story1 W13 Top Ey LinStatic Min 0 15.332 0 -0.1975 Story1 W13 Bottom Ey LinStatic Min 0 15.332 0 -0.1975 Story1 W13 Top DWalS1 Combination 0 0 0 0 Story1 W13 Bottom DWalS1 Combination -16.231 0 0 0 Story1 W13 Top DWalS2 Combination 0 0 0 0 Story1 W13 Bottom DWalS2 Combination -13.912 0 0 0 Story1 W13 Top DWalS3 Combination Max 0 -8.42 0 0.1941 Story1 W13 Bottom DWalS3 Combination Max -15.072 -8.42 0 0.1941 Story1 W13 Top DWalS3 Combination Min 0 -11.067 0 0.1477 Story1 W13 Bottom DWalS3 Combination Min -15.072 -11.067 0 0.1477 Story1 W13 Top DWalS4 Combination Max 0 11.067 0 -0.1477 Story1 W13 Bottom DWalS4 Combination Max -15.072 11.067 0 -0.1477 Story1 W13 Top DWalS4 Combination Min 0 8.42 0 -0.1941 Story1 W13 Bottom DWalS4 Combination Min -15.072 8.42 0 -0.1941 Story1 W13 Top DWalS5 Combination Max 0 19.2 0 -0.1296 Story1 W13 Bottom DWalS5 Combination Max -15.072 19.2 0 -0.1296 Story1 W13 Top DWalS5 Combination Min 0 15.332 0 -0.1975 Story1 W13 Bottom DWalS5 Combination Min -15.072 15.332 0 -0.1975 Story1 W13 Top DWalS6 Combination Max 0 -15.332 0 0.1975 Story1 W13 Bottom DWalS6 Combination Max -15.072 -15.332 0 0.1975 Story1 W13 Top DWalS6 Combination Min 0 -19.2 0 0.1296 Story1 W13 Bottom DWalS6 Combination Min -15.072 -19.2 0 0.1296 Story1 W13 Top DWalS7 Combination Max 0 -8.42 0 0.1941 Story1 W13 Bottom DWalS7 Combination Max -9.275 -8.42 0 0.1941 Story1 W13 Top DWalS7 Combination Min 0 -11.067 0 0.1477 Story1 W13 Bottom DWalS7 Combination Min -9.275 -11.067 0 0.1477 Story1 W13 Top DWalS8 Combination Max 0 11.067 0 -0.1477 Story1 W13 Bottom DWalS8 Combination Max -9.275 11.067 0 -0.1477 Story1 W13 Top DWalS8 Combination Min 0 8.42 0 -0.1941 Story1 W13 Bottom DWalS8 Combination Min -9.275 8.42 0 -0.1941 Story1 W13 Top DWalS9 Combination Max 0 19.2 0 -0.1296 Story1 W13 Bottom DWalS9 Combination Max -9.275 19.2 0 -0.1296 Story1 W13 Top DWalS9 Combination Min 0 15.332 0 -0.1975 Story1 W13 Bottom DWalS9 Combination Min -9.275 15.332 0 -0.1975 379 of 427 Analysis Results 6/14/2024 ETABS v21.0.0 Page 46 of 92 Table 5.7 - Pier Forces (Part 1 of 2, continued) Story Pier Location Output Case Case Type Step Type Step Number Step Label P kip V2 kip V3 kip T kip-ft Story1 W13 Top DWalS10 Combination Max 0 -15.332 0 0.1975 Story1 W13 Bottom DWalS10 Combination Max -9.275 -15.332 0 0.1975 Story1 W13 Top DWalS10 Combination Min 0 -19.2 0 0.1296 Story1 W13 Bottom DWalS10 Combination Min -9.275 -19.2 0 0.1296 Story1 W81 Top Dead LinStatic 0 0 0 0 Story1 W81 Bottom Dead LinStatic -12.396 0 0 0 Story1 W81 Top Live LinStatic 0 0 0 0 Story1 W81 Bottom Live LinStatic 0 0 0 0 Story1 W81 Top Ex LinStatic Max 0 5.409 0 0.2076 Story1 W81 Bottom Ex LinStatic Max 0 5.409 0 0.2076 Story1 W81 Top Ex LinStatic Min 0 4.115 0 0.1579 Story1 W81 Bottom Ex LinStatic Min 0 4.115 0 0.1579 Story1 W81 Top Ey LinStatic Max 0 5.89 0 -0.1386 Story1 W81 Bottom Ey LinStatic Max 0 5.89 0 -0.1386 Story1 W81 Top Ey LinStatic Min 0 4 0 -0.2111 Story1 W81 Bottom Ey LinStatic Min 0 4 0 -0.2111 Story1 W81 Top DWalS1 Combination 0 0 0 0 Story1 W81 Bottom DWalS1 Combination -17.354 0 0 0 Story1 W81 Top DWalS2 Combination 0 0 0 0 Story1 W81 Bottom DWalS2 Combination -14.875 0 0 0 Story1 W81 Top DWalS3 Combination Max 0 5.409 0 0.2076 Story1 W81 Bottom DWalS3 Combination Max -16.115 5.409 0 0.2076 Story1 W81 Top DWalS3 Combination Min 0 4.115 0 0.1579 Story1 W81 Bottom DWalS3 Combination Min -16.115 4.115 0 0.1579 Story1 W81 Top DWalS4 Combination Max 0 -4.115 0 -0.1579 Story1 W81 Bottom DWalS4 Combination Max -16.115 -4.115 0 -0.1579 Story1 W81 Top DWalS4 Combination Min 0 -5.409 0 -0.2076 Story1 W81 Bottom DWalS4 Combination Min -16.115 -5.409 0 -0.2076 Story1 W81 Top DWalS5 Combination Max 0 5.89 0 -0.1386 Story1 W81 Bottom DWalS5 Combination Max -16.115 5.89 0 -0.1386 Story1 W81 Top DWalS5 Combination Min 0 4 0 -0.2111 Story1 W81 Bottom DWalS5 Combination Min -16.115 4 0 -0.2111 Story1 W81 Top DWalS6 Combination Max 0 -4 0 0.2111 Story1 W81 Bottom DWalS6 Combination Max -16.115 -4 0 0.2111 Story1 W81 Top DWalS6 Combination Min 0 -5.89 0 0.1386 Story1 W81 Bottom DWalS6 Combination Min -16.115 -5.89 0 0.1386 Story1 W81 Top DWalS7 Combination Max 0 5.409 0 0.2076 Story1 W81 Bottom DWalS7 Combination Max -9.917 5.409 0 0.2076 Story1 W81 Top DWalS7 Combination Min 0 4.115 0 0.1579 Story1 W81 Bottom DWalS7 Combination Min -9.917 4.115 0 0.1579 Story1 W81 Top DWalS8 Combination Max 0 -4.115 0 -0.1579 Story1 W81 Bottom DWalS8 Combination Max -9.917 -4.115 0 -0.1579 Story1 W81 Top DWalS8 Combination Min 0 -5.409 0 -0.2076 Story1 W81 Bottom DWalS8 Combination Min -9.917 -5.409 0 -0.2076 Story1 W81 Top DWalS9 Combination Max 0 5.89 0 -0.1386 380 of 427 Analysis Results 6/14/2024 ETABS v21.0.0 Page 47 of 92 Table 5.7 - Pier Forces (Part 1 of 2, continued) Story Pier Location Output Case Case Type Step Type Step Number Step Label P kip V2 kip V3 kip T kip-ft Story1 W81 Bottom DWalS9 Combination Max -9.917 5.89 0 -0.1386 Story1 W81 Top DWalS9 Combination Min 0 4 0 -0.2111 Story1 W81 Bottom DWalS9 Combination Min -9.917 4 0 -0.2111 Story1 W81 Top DWalS10 Combination Max 0 -4 0 0.2111 Story1 W81 Bottom DWalS10 Combination Max -9.917 -4 0 0.2111 Story1 W81 Top DWalS10 Combination Min 0 -5.89 0 0.1386 Story1 W81 Bottom DWalS10 Combination Min -9.917 -5.89 0 0.1386 Story1 W82 Top Dead LinStatic 0 0 0 0 Story1 W82 Bottom Dead LinStatic -12.25 0 0 0 Story1 W82 Top Live LinStatic 0 0 0 0 Story1 W82 Bottom Live LinStatic 0 0 0 0 Story1 W82 Top Ex LinStatic Max 0 6.225 0 0.2051 Story1 W82 Bottom Ex LinStatic Max 0 6.225 0 0.2051 Story1 W82 Top Ex LinStatic Min 0 4.737 0 0.1561 Story1 W82 Bottom Ex LinStatic Min 0 4.737 0 0.1561 Story1 W82 Top Ey LinStatic Max 0 5.05 0 -0.137 Story1 W82 Bottom Ey LinStatic Max 0 5.05 0 -0.137 Story1 W82 Top Ey LinStatic Min 0 2.874 0 -0.2087 Story1 W82 Bottom Ey LinStatic Min 0 2.874 0 -0.2087 Story1 W82 Top DWalS1 Combination 0 0 0 0 Story1 W82 Bottom DWalS1 Combination -17.15 0 0 0 Story1 W82 Top DWalS2 Combination 0 0 0 0 Story1 W82 Bottom DWalS2 Combination -14.7 0 0 0 Story1 W82 Top DWalS3 Combination Max 0 6.225 0 0.2051 Story1 W82 Bottom DWalS3 Combination Max -15.925 6.225 0 0.2051 Story1 W82 Top DWalS3 Combination Min 0 4.737 0 0.1561 Story1 W82 Bottom DWalS3 Combination Min -15.925 4.737 0 0.1561 Story1 W82 Top DWalS4 Combination Max 0 -4.737 0 -0.1561 Story1 W82 Bottom DWalS4 Combination Max -15.925 -4.737 0 -0.1561 Story1 W82 Top DWalS4 Combination Min 0 -6.225 0 -0.2051 Story1 W82 Bottom DWalS4 Combination Min -15.925 -6.225 0 -0.2051 Story1 W82 Top DWalS5 Combination Max 0 5.05 0 -0.137 Story1 W82 Bottom DWalS5 Combination Max -15.925 5.05 0 -0.137 Story1 W82 Top DWalS5 Combination Min 0 2.874 0 -0.2087 Story1 W82 Bottom DWalS5 Combination Min -15.925 2.874 0 -0.2087 Story1 W82 Top DWalS6 Combination Max 0 -2.874 0 0.2087 Story1 W82 Bottom DWalS6 Combination Max -15.925 -2.874 0 0.2087 Story1 W82 Top DWalS6 Combination Min 0 -5.05 0 0.137 Story1 W82 Bottom DWalS6 Combination Min -15.925 -5.05 0 0.137 Story1 W82 Top DWalS7 Combination Max 0 6.225 0 0.2051 Story1 W82 Bottom DWalS7 Combination Max -9.8 6.225 0 0.2051 Story1 W82 Top DWalS7 Combination Min 0 4.737 0 0.1561 Story1 W82 Bottom DWalS7 Combination Min -9.8 4.737 0 0.1561 Story1 W82 Top DWalS8 Combination Max 0 -4.737 0 -0.1561 Story1 W82 Bottom DWalS8 Combination Max -9.8 -4.737 0 -0.1561 381 of 427 Analysis Results 6/14/2024 ETABS v21.0.0 Page 48 of 92 Table 5.7 - Pier Forces (Part 1 of 2, continued) Story Pier Location Output Case Case Type Step Type Step Number Step Label P kip V2 kip V3 kip T kip-ft Story1 W82 Top DWalS8 Combination Min 0 -6.225 0 -0.2051 Story1 W82 Bottom DWalS8 Combination Min -9.8 -6.225 0 -0.2051 Story1 W82 Top DWalS9 Combination Max 0 5.05 0 -0.137 Story1 W82 Bottom DWalS9 Combination Max -9.8 5.05 0 -0.137 Story1 W82 Top DWalS9 Combination Min 0 2.874 0 -0.2087 Story1 W82 Bottom DWalS9 Combination Min -9.8 2.874 0 -0.2087 Story1 W82 Top DWalS10 Combination Max 0 -2.874 0 0.2087 Story1 W82 Bottom DWalS10 Combination Max -9.8 -2.874 0 0.2087 Story1 W82 Top DWalS10 Combination Min 0 -5.05 0 0.137 Story1 W82 Bottom DWalS10 Combination Min -9.8 -5.05 0 0.137 Story1 W83 Top Dead LinStatic 0 0 0 0 Story1 W83 Bottom Dead LinStatic -8.057 0 0 0 Story1 W83 Top Live LinStatic 0 0 0 0 Story1 W83 Bottom Live LinStatic 0 0 0 0 Story1 W83 Top Ex LinStatic Max 0 1.956 0 0.1349 Story1 W83 Bottom Ex LinStatic Max 0 1.956 0 0.1349 Story1 W83 Top Ex LinStatic Min 0 1.489 0 0.1027 Story1 W83 Bottom Ex LinStatic Min 0 1.489 0 0.1027 Story1 W83 Top Ey LinStatic Max 0 1.587 0 -0.0901 Story1 W83 Bottom Ey LinStatic Max 0 1.587 0 -0.0901 Story1 W83 Top Ey LinStatic Min 0 0.903 0 -0.1372 Story1 W83 Bottom Ey LinStatic Min 0 0.903 0 -0.1372 Story1 W83 Top DWalS1 Combination 0 0 0 0 Story1 W83 Bottom DWalS1 Combination -11.28 0 0 0 Story1 W83 Top DWalS2 Combination 0 0 0 0 Story1 W83 Bottom DWalS2 Combination -9.669 0 0 0 Story1 W83 Top DWalS3 Combination Max 0 1.956 0 0.1349 Story1 W83 Bottom DWalS3 Combination Max -10.474 1.956 0 0.1349 Story1 W83 Top DWalS3 Combination Min 0 1.489 0 0.1027 Story1 W83 Bottom DWalS3 Combination Min -10.474 1.489 0 0.1027 Story1 W83 Top DWalS4 Combination Max 0 -1.489 0 -0.1027 Story1 W83 Bottom DWalS4 Combination Max -10.474 -1.489 0 -0.1027 Story1 W83 Top DWalS4 Combination Min 0 -1.956 0 -0.1349 Story1 W83 Bottom DWalS4 Combination Min -10.474 -1.956 0 -0.1349 Story1 W83 Top DWalS5 Combination Max 0 1.587 0 -0.0901 Story1 W83 Bottom DWalS5 Combination Max -10.474 1.587 0 -0.0901 Story1 W83 Top DWalS5 Combination Min 0 0.903 0 -0.1372 Story1 W83 Bottom DWalS5 Combination Min -10.474 0.903 0 -0.1372 Story1 W83 Top DWalS6 Combination Max 0 -0.903 0 0.1372 Story1 W83 Bottom DWalS6 Combination Max -10.474 -0.903 0 0.1372 Story1 W83 Top DWalS6 Combination Min 0 -1.587 0 0.0901 Story1 W83 Bottom DWalS6 Combination Min -10.474 -1.587 0 0.0901 Story1 W83 Top DWalS7 Combination Max 0 1.956 0 0.1349 Story1 W83 Bottom DWalS7 Combination Max -6.446 1.956 0 0.1349 Story1 W83 Top DWalS7 Combination Min 0 1.489 0 0.1027 382 of 427 Analysis Results 6/14/2024 ETABS v21.0.0 Page 49 of 92 Table 5.7 - Pier Forces (Part 1 of 2, continued) Story Pier Location Output Case Case Type Step Type Step Number Step Label P kip V2 kip V3 kip T kip-ft Story1 W83 Bottom DWalS7 Combination Min -6.446 1.489 0 0.1027 Story1 W83 Top DWalS8 Combination Max 0 -1.489 0 -0.1027 Story1 W83 Bottom DWalS8 Combination Max -6.446 -1.489 0 -0.1027 Story1 W83 Top DWalS8 Combination Min 0 -1.956 0 -0.1349 Story1 W83 Bottom DWalS8 Combination Min -6.446 -1.956 0 -0.1349 Story1 W83 Top DWalS9 Combination Max 0 1.587 0 -0.0901 Story1 W83 Bottom DWalS9 Combination Max -6.446 1.587 0 -0.0901 Story1 W83 Top DWalS9 Combination Min 0 0.903 0 -0.1372 Story1 W83 Bottom DWalS9 Combination Min -6.446 0.903 0 -0.1372 Story1 W83 Top DWalS10 Combination Max 0 -0.903 0 0.1372 Story1 W83 Bottom DWalS10 Combination Max -6.446 -0.903 0 0.1372 Story1 W83 Top DWalS10 Combination Min 0 -1.587 0 0.0901 Story1 W83 Bottom DWalS10 Combination Min -6.446 -1.587 0 0.0901 Story1 WB2 Top Dead LinStatic 0 0 0 0 Story1 WB2 Bottom Dead LinStatic -16.042 0 0 0 Story1 WB2 Top Live LinStatic 0 0 0 0 Story1 WB2 Bottom Live LinStatic 0 0 0 0 Story1 WB2 Top Ex LinStatic Max 0 53.894 0 0.2686 Story1 WB2 Bottom Ex LinStatic Max 0 53.894 0 0.2686 Story1 WB2 Top Ex LinStatic Min 0 53.765 0 0.2044 Story1 WB2 Bottom Ex LinStatic Min 0 53.765 0 0.2044 Story1 WB2 Top Ey LinStatic Max 0 -0.362 0 -0.1794 Story1 WB2 Bottom Ey LinStatic Max 0 -0.362 0 -0.1794 Story1 WB2 Top Ey LinStatic Min 0 -0.552 0 -0.2732 Story1 WB2 Bottom Ey LinStatic Min 0 -0.552 0 -0.2732 Story1 WB2 Top DWalS1 Combination 0 0 0 0 Story1 WB2 Bottom DWalS1 Combination -22.458 0 0 0 Story1 WB2 Top DWalS2 Combination 0 0 0 0 Story1 WB2 Bottom DWalS2 Combination -19.25 0 0 0 Story1 WB2 Top DWalS3 Combination Max 0 53.894 0 0.2686 Story1 WB2 Bottom DWalS3 Combination Max -20.854 53.894 0 0.2686 Story1 WB2 Top DWalS3 Combination Min 0 53.765 0 0.2044 Story1 WB2 Bottom DWalS3 Combination Min -20.854 53.765 0 0.2044 Story1 WB2 Top DWalS4 Combination Max 0 -53.765 0 -0.2044 Story1 WB2 Bottom DWalS4 Combination Max -20.854 -53.765 0 -0.2044 Story1 WB2 Top DWalS4 Combination Min 0 -53.894 0 -0.2686 Story1 WB2 Bottom DWalS4 Combination Min -20.854 -53.894 0 -0.2686 Story1 WB2 Top DWalS5 Combination Max 0 -0.362 0 -0.1794 Story1 WB2 Bottom DWalS5 Combination Max -20.854 -0.362 0 -0.1794 Story1 WB2 Top DWalS5 Combination Min 0 -0.552 0 -0.2732 Story1 WB2 Bottom DWalS5 Combination Min -20.854 -0.552 0 -0.2732 Story1 WB2 Top DWalS6 Combination Max 0 0.552 0 0.2732 Story1 WB2 Bottom DWalS6 Combination Max -20.854 0.552 0 0.2732 Story1 WB2 Top DWalS6 Combination Min 0 0.362 0 0.1794 Story1 WB2 Bottom DWalS6 Combination Min -20.854 0.362 0 0.1794 383 of 427 Analysis Results 6/14/2024 ETABS v21.0.0 Page 50 of 92 Table 5.7 - Pier Forces (Part 1 of 2, continued) Story Pier Location Output Case Case Type Step Type Step Number Step Label P kip V2 kip V3 kip T kip-ft Story1 WB2 Top DWalS7 Combination Max 0 53.894 0 0.2686 Story1 WB2 Bottom DWalS7 Combination Max -12.833 53.894 0 0.2686 Story1 WB2 Top DWalS7 Combination Min 0 53.765 0 0.2044 Story1 WB2 Bottom DWalS7 Combination Min -12.833 53.765 0 0.2044 Story1 WB2 Top DWalS8 Combination Max 0 -53.765 0 -0.2044 Story1 WB2 Bottom DWalS8 Combination Max -12.833 -53.765 0 -0.2044 Story1 WB2 Top DWalS8 Combination Min 0 -53.894 0 -0.2686 Story1 WB2 Bottom DWalS8 Combination Min -12.833 -53.894 0 -0.2686 Story1 WB2 Top DWalS9 Combination Max 0 -0.362 0 -0.1794 Story1 WB2 Bottom DWalS9 Combination Max -12.833 -0.362 0 -0.1794 Story1 WB2 Top DWalS9 Combination Min 0 -0.552 0 -0.2732 Story1 WB2 Bottom DWalS9 Combination Min -12.833 -0.552 0 -0.2732 Story1 WB2 Top DWalS10 Combination Max 0 0.552 0 0.2732 Story1 WB2 Bottom DWalS10 Combination Max -12.833 0.552 0 0.2732 Story1 WB2 Top DWalS10 Combination Min 0 0.362 0 0.1794 Story1 WB2 Bottom DWalS10 Combination Min -12.833 0.362 0 0.1794 Table 5.7 - Pier Forces (Part 2 of 2) Story Pier Location M2 kip-ft M3 kip-ft Story1 W11 Top 0 0 Story1 W11 Bottom 0 0 Story1 W11 Top 0 0 Story1 W11 Bottom 0 0 Story1 W11 Top 0 0 Story1 W11 Bottom 0 -425.9284 Story1 W11 Top 0 0 Story1 W11 Bottom 0 -559.7918 Story1 W11 Top 0 0 Story1 W11 Bottom 0 971.1821 Story1 W11 Top 0 0 Story1 W11 Bottom 0 775.5355 Story1 W11 Top 0 0 Story1 W11 Bottom 0 0 Story1 W11 Top 0 0 Story1 W11 Bottom 0 0 Story1 W11 Top 0 0 Story1 W11 Bottom 0 -425.9284 Story1 W11 Top 0 0 Story1 W11 Bottom 0 -559.7918 Story1 W11 Top 0 0 Story1 W11 Bottom 0 559.7918 Story1 W11 Top 0 0 Story1 W11 Bottom 0 425.9284 Story1 W11 Top 0 0 384 of 427 Analysis Results 6/14/2024 ETABS v21.0.0 Page 51 of 92 Table 5.7 - Pier Forces (Part 2 of 2, continued) Story Pier Location M2 kip-ft M3 kip-ft Story1 W11 Bottom 0 971.1821 Story1 W11 Top 0 0 Story1 W11 Bottom 0 775.5355 Story1 W11 Top 0 0 Story1 W11 Bottom 0 -775.5355 Story1 W11 Top 0 0 Story1 W11 Bottom 0 -971.1821 Story1 W11 Top 0 0 Story1 W11 Bottom 0 -425.9284 Story1 W11 Top 0 0 Story1 W11 Bottom 0 -559.7918 Story1 W11 Top 0 0 Story1 W11 Bottom 0 559.7918 Story1 W11 Top 0 0 Story1 W11 Bottom 0 425.9284 Story1 W11 Top 0 0 Story1 W11 Bottom 0 971.1821 Story1 W11 Top 0 0 Story1 W11 Bottom 0 775.5355 Story1 W11 Top 0 0 Story1 W11 Bottom 0 -775.5355 Story1 W11 Top 0 0 Story1 W11 Bottom 0 -971.1821 Story1 W12 Top 0 0 Story1 W12 Bottom 0 0 Story1 W12 Top 0 0 Story1 W12 Bottom 0 0 Story1 W12 Top 0 0 Story1 W12 Bottom 0 -164.0198 Story1 W12 Top 0 0 Story1 W12 Bottom 0 -215.569 Story1 W12 Top 0 0 Story1 W12 Bottom 0 373.9904 Story1 W12 Top 0 0 Story1 W12 Bottom 0 298.6493 Story1 W12 Top 0 0 Story1 W12 Bottom 0 0 Story1 W12 Top 0 0 Story1 W12 Bottom 0 0 Story1 W12 Top 0 0 Story1 W12 Bottom 0 -164.0198 Story1 W12 Top 0 0 Story1 W12 Bottom 0 -215.569 Story1 W12 Top 0 0 Story1 W12 Bottom 0 215.569 385 of 427 Analysis Results 6/14/2024 ETABS v21.0.0 Page 52 of 92 Table 5.7 - Pier Forces (Part 2 of 2, continued) Story Pier Location M2 kip-ft M3 kip-ft Story1 W12 Top 0 0 Story1 W12 Bottom 0 164.0198 Story1 W12 Top 0 0 Story1 W12 Bottom 0 373.9904 Story1 W12 Top 0 0 Story1 W12 Bottom 0 298.6493 Story1 W12 Top 0 0 Story1 W12 Bottom 0 -298.6493 Story1 W12 Top 0 0 Story1 W12 Bottom 0 -373.9904 Story1 W12 Top 0 0 Story1 W12 Bottom 0 -164.0198 Story1 W12 Top 0 0 Story1 W12 Bottom 0 -215.569 Story1 W12 Top 0 0 Story1 W12 Bottom 0 215.569 Story1 W12 Top 0 0 Story1 W12 Bottom 0 164.0198 Story1 W12 Top 0 0 Story1 W12 Bottom 0 373.9904 Story1 W12 Top 0 0 Story1 W12 Bottom 0 298.6493 Story1 W12 Top 0 0 Story1 W12 Bottom 0 -298.6493 Story1 W12 Top 0 0 Story1 W12 Bottom 0 -373.9904 Story1 W31 Top 0 0 Story1 W31 Bottom 0 0 Story1 W31 Top 0 0 Story1 W31 Bottom 0 0 Story1 W31 Top 0 0 Story1 W31 Bottom 0 -465.8827 Story1 W31 Top 0 0 Story1 W31 Bottom 0 -612.3032 Story1 W31 Top 0 0 Story1 W31 Bottom 0 1470.6648 Story1 W31 Top 0 0 Story1 W31 Bottom 0 1256.6656 Story1 W31 Top 0 0 Story1 W31 Bottom 0 0 Story1 W31 Top 0 0 Story1 W31 Bottom 0 0 Story1 W31 Top 0 0 Story1 W31 Bottom 0 -465.8827 Story1 W31 Top 0 0 386 of 427 Analysis Results 6/14/2024 ETABS v21.0.0 Page 53 of 92 Table 5.7 - Pier Forces (Part 2 of 2, continued) Story Pier Location M2 kip-ft M3 kip-ft Story1 W31 Bottom 0 -612.3032 Story1 W31 Top 0 0 Story1 W31 Bottom 0 612.3032 Story1 W31 Top 0 0 Story1 W31 Bottom 0 465.8827 Story1 W31 Top 0 0 Story1 W31 Bottom 0 1470.6648 Story1 W31 Top 0 0 Story1 W31 Bottom 0 1256.6656 Story1 W31 Top 0 0 Story1 W31 Bottom 0 -1256.6656 Story1 W31 Top 0 0 Story1 W31 Bottom 0 -1470.6648 Story1 W31 Top 0 0 Story1 W31 Bottom 0 -465.8827 Story1 W31 Top 0 0 Story1 W31 Bottom 0 -612.3032 Story1 W31 Top 0 0 Story1 W31 Bottom 0 612.3032 Story1 W31 Top 0 0 Story1 W31 Bottom 0 465.8827 Story1 W31 Top 0 0 Story1 W31 Bottom 0 1470.6648 Story1 W31 Top 0 0 Story1 W31 Bottom 0 1256.6656 Story1 W31 Top 0 0 Story1 W31 Bottom 0 -1256.6656 Story1 W31 Top 0 0 Story1 W31 Bottom 0 -1470.6648 Story1 W71 Top 0 0 Story1 W71 Bottom 0 0 Story1 W71 Top 0 0 Story1 W71 Bottom 0 0 Story1 W71 Top 0 0 Story1 W71 Bottom 0 1352.3367 Story1 W71 Top 0 0 Story1 W71 Bottom 0 1028.9514 Story1 W71 Top 0 0 Story1 W71 Bottom 0 2173.737 Story1 W71 Top 0 0 Story1 W71 Bottom 0 1701.097 Story1 W71 Top 0 0 Story1 W71 Bottom 0 0 Story1 W71 Top 0 0 Story1 W71 Bottom 0 0 387 of 427 Analysis Results 6/14/2024 ETABS v21.0.0 Page 54 of 92 Table 5.7 - Pier Forces (Part 2 of 2, continued) Story Pier Location M2 kip-ft M3 kip-ft Story1 W71 Top 0 0 Story1 W71 Bottom 0 1352.3367 Story1 W71 Top 0 0 Story1 W71 Bottom 0 1028.9514 Story1 W71 Top 0 0 Story1 W71 Bottom 0 -1028.9514 Story1 W71 Top 0 0 Story1 W71 Bottom 0 -1352.3367 Story1 W71 Top 0 0 Story1 W71 Bottom 0 2173.737 Story1 W71 Top 0 0 Story1 W71 Bottom 0 1701.097 Story1 W71 Top 0 0 Story1 W71 Bottom 0 -1701.097 Story1 W71 Top 0 0 Story1 W71 Bottom 0 -2173.737 Story1 W71 Top 0 0 Story1 W71 Bottom 0 1352.3367 Story1 W71 Top 0 0 Story1 W71 Bottom 0 1028.9514 Story1 W71 Top 0 0 Story1 W71 Bottom 0 -1028.9514 Story1 W71 Top 0 0 Story1 W71 Bottom 0 -1352.3367 Story1 W71 Top 0 0 Story1 W71 Bottom 0 2173.737 Story1 W71 Top 0 0 Story1 W71 Bottom 0 1701.097 Story1 W71 Top 0 0 Story1 W71 Bottom 0 -1701.097 Story1 W71 Top 0 0 Story1 W71 Bottom 0 -2173.737 Story1 WA1 Top 0 0 Story1 WA1 Bottom 0 0 Story1 WA1 Top 0 0 Story1 WA1 Bottom 0 0 Story1 WA1 Top 0 0 Story1 WA1 Bottom 0 2930.0284 Story1 WA1 Top 0 0 Story1 WA1 Bottom 0 2849.6058 Story1 WA1 Top 0 0 Story1 WA1 Bottom 0 342.0881 Story1 WA1 Top 0 0 Story1 WA1 Bottom 0 224.5474 Story1 WA1 Top 0 0 388 of 427 Analysis Results 6/14/2024 ETABS v21.0.0 Page 55 of 92 Table 5.7 - Pier Forces (Part 2 of 2, continued) Story Pier Location M2 kip-ft M3 kip-ft Story1 WA1 Bottom 0 0 Story1 WA1 Top 0 0 Story1 WA1 Bottom 0 0 Story1 WA1 Top 0 0 Story1 WA1 Bottom 0 2930.0284 Story1 WA1 Top 0 0 Story1 WA1 Bottom 0 2849.6058 Story1 WA1 Top 0 0 Story1 WA1 Bottom 0 -2849.6058 Story1 WA1 Top 0 0 Story1 WA1 Bottom 0 -2930.0284 Story1 WA1 Top 0 0 Story1 WA1 Bottom 0 342.0881 Story1 WA1 Top 0 0 Story1 WA1 Bottom 0 224.5474 Story1 WA1 Top 0 0 Story1 WA1 Bottom 0 -224.5474 Story1 WA1 Top 0 0 Story1 WA1 Bottom 0 -342.0881 Story1 WA1 Top 0 0 Story1 WA1 Bottom 0 2930.0284 Story1 WA1 Top 0 0 Story1 WA1 Bottom 0 2849.6058 Story1 WA1 Top 0 0 Story1 WA1 Bottom 0 -2849.6058 Story1 WA1 Top 0 0 Story1 WA1 Bottom 0 -2930.0284 Story1 WA1 Top 0 0 Story1 WA1 Bottom 0 342.0881 Story1 WA1 Top 0 0 Story1 WA1 Bottom 0 224.5474 Story1 WA1 Top 0 0 Story1 WA1 Bottom 0 -224.5474 Story1 WA1 Top 0 0 Story1 WA1 Bottom 0 -342.0881 Story1 WB1 Top 0 0 Story1 WB1 Bottom 0 0 Story1 WB1 Top 0 0 Story1 WB1 Bottom 0 0 Story1 WB1 Top 0 0 Story1 WB1 Bottom 0 53.7177 Story1 WB1 Top 0 0 Story1 WB1 Bottom 0 53.5884 Story1 WB1 Top 0 0 Story1 WB1 Bottom 0 -0.3609 389 of 427 Analysis Results 6/14/2024 ETABS v21.0.0 Page 56 of 92 Table 5.7 - Pier Forces (Part 2 of 2, continued) Story Pier Location M2 kip-ft M3 kip-ft Story1 WB1 Top 0 0 Story1 WB1 Bottom 0 -0.5499 Story1 WB1 Top 0 0 Story1 WB1 Bottom 0 0 Story1 WB1 Top 0 0 Story1 WB1 Bottom 0 0 Story1 WB1 Top 0 0 Story1 WB1 Bottom 0 53.7177 Story1 WB1 Top 0 0 Story1 WB1 Bottom 0 53.5884 Story1 WB1 Top 0 0 Story1 WB1 Bottom 0 -53.5884 Story1 WB1 Top 0 0 Story1 WB1 Bottom 0 -53.7177 Story1 WB1 Top 0 0 Story1 WB1 Bottom 0 -0.3609 Story1 WB1 Top 0 0 Story1 WB1 Bottom 0 -0.5499 Story1 WB1 Top 0 0 Story1 WB1 Bottom 0 0.5499 Story1 WB1 Top 0 0 Story1 WB1 Bottom 0 0.3609 Story1 WB1 Top 0 0 Story1 WB1 Bottom 0 53.7177 Story1 WB1 Top 0 0 Story1 WB1 Bottom 0 53.5884 Story1 WB1 Top 0 0 Story1 WB1 Bottom 0 -53.5884 Story1 WB1 Top 0 0 Story1 WB1 Bottom 0 -53.7177 Story1 WB1 Top 0 0 Story1 WB1 Bottom 0 -0.3609 Story1 WB1 Top 0 0 Story1 WB1 Bottom 0 -0.5499 Story1 WB1 Top 0 0 Story1 WB1 Bottom 0 0.5499 Story1 WB1 Top 0 0 Story1 WB1 Bottom 0 0.3609 Story1 WC1 Top 0 0 Story1 WC1 Bottom 0 0 Story1 WC1 Top 0 0 Story1 WC1 Bottom 0 0 Story1 WC1 Top 0 0 Story1 WC1 Bottom 0 33.1647 Story1 WC1 Top 0 0 390 of 427 Analysis Results 6/14/2024 ETABS v21.0.0 Page 57 of 92 Table 5.7 - Pier Forces (Part 2 of 2, continued) Story Pier Location M2 kip-ft M3 kip-ft Story1 WC1 Bottom 0 32.7016 Story1 WC1 Top 0 0 Story1 WC1 Bottom 0 -1.293 Story1 WC1 Top 0 0 Story1 WC1 Bottom 0 -1.9698 Story1 WC1 Top 0 0 Story1 WC1 Bottom 0 0 Story1 WC1 Top 0 0 Story1 WC1 Bottom 0 0 Story1 WC1 Top 0 0 Story1 WC1 Bottom 0 33.1647 Story1 WC1 Top 0 0 Story1 WC1 Bottom 0 32.7016 Story1 WC1 Top 0 0 Story1 WC1 Bottom 0 -32.7016 Story1 WC1 Top 0 0 Story1 WC1 Bottom 0 -33.1647 Story1 WC1 Top 0 0 Story1 WC1 Bottom 0 -1.293 Story1 WC1 Top 0 0 Story1 WC1 Bottom 0 -1.9698 Story1 WC1 Top 0 0 Story1 WC1 Bottom 0 1.9698 Story1 WC1 Top 0 0 Story1 WC1 Bottom 0 1.293 Story1 WC1 Top 0 0 Story1 WC1 Bottom 0 33.1647 Story1 WC1 Top 0 0 Story1 WC1 Bottom 0 32.7016 Story1 WC1 Top 0 0 Story1 WC1 Bottom 0 -32.7016 Story1 WC1 Top 0 0 Story1 WC1 Bottom 0 -33.1647 Story1 WC1 Top 0 0 Story1 WC1 Bottom 0 -1.293 Story1 WC1 Top 0 0 Story1 WC1 Bottom 0 -1.9698 Story1 WC1 Top 0 0 Story1 WC1 Bottom 0 1.9698 Story1 WC1 Top 0 0 Story1 WC1 Bottom 0 1.293 Story1 WC2 Top 0 0 Story1 WC2 Bottom 0 0 Story1 WC2 Top 0 0 Story1 WC2 Bottom 0 0 391 of 427 Analysis Results 6/14/2024 ETABS v21.0.0 Page 58 of 92 Table 5.7 - Pier Forces (Part 2 of 2, continued) Story Pier Location M2 kip-ft M3 kip-ft Story1 WC2 Top 0 0 Story1 WC2 Bottom 0 33.1647 Story1 WC2 Top 0 0 Story1 WC2 Bottom 0 32.7016 Story1 WC2 Top 0 0 Story1 WC2 Bottom 0 -1.293 Story1 WC2 Top 0 0 Story1 WC2 Bottom 0 -1.9698 Story1 WC2 Top 0 0 Story1 WC2 Bottom 0 0 Story1 WC2 Top 0 0 Story1 WC2 Bottom 0 0 Story1 WC2 Top 0 0 Story1 WC2 Bottom 0 33.1647 Story1 WC2 Top 0 0 Story1 WC2 Bottom 0 32.7016 Story1 WC2 Top 0 0 Story1 WC2 Bottom 0 -32.7016 Story1 WC2 Top 0 0 Story1 WC2 Bottom 0 -33.1647 Story1 WC2 Top 0 0 Story1 WC2 Bottom 0 -1.293 Story1 WC2 Top 0 0 Story1 WC2 Bottom 0 -1.9698 Story1 WC2 Top 0 0 Story1 WC2 Bottom 0 1.9698 Story1 WC2 Top 0 0 Story1 WC2 Bottom 0 1.293 Story1 WC2 Top 0 0 Story1 WC2 Bottom 0 33.1647 Story1 WC2 Top 0 0 Story1 WC2 Bottom 0 32.7016 Story1 WC2 Top 0 0 Story1 WC2 Bottom 0 -32.7016 Story1 WC2 Top 0 0 Story1 WC2 Bottom 0 -33.1647 Story1 WC2 Top 0 0 Story1 WC2 Bottom 0 -1.293 Story1 WC2 Top 0 0 Story1 WC2 Bottom 0 -1.9698 Story1 WC2 Top 0 0 Story1 WC2 Bottom 0 1.9698 Story1 WC2 Top 0 0 Story1 WC2 Bottom 0 1.293 Story1 WG1 Top 0 0 392 of 427 Analysis Results 6/14/2024 ETABS v21.0.0 Page 59 of 92 Table 5.7 - Pier Forces (Part 2 of 2, continued) Story Pier Location M2 kip-ft M3 kip-ft Story1 WG1 Bottom 0 0 Story1 WG1 Top 0 0 Story1 WG1 Bottom 0 0 Story1 WG1 Top 0 0 Story1 WG1 Bottom 0 136.1482 Story1 WG1 Top 0 0 Story1 WG1 Bottom 0 127.1274 Story1 WG1 Top 0 0 Story1 WG1 Bottom 0 -25.1871 Story1 WG1 Top 0 0 Story1 WG1 Bottom 0 -38.3714 Story1 WG1 Top 0 0 Story1 WG1 Bottom 0 0 Story1 WG1 Top 0 0 Story1 WG1 Bottom 0 0 Story1 WG1 Top 0 0 Story1 WG1 Bottom 0 136.1482 Story1 WG1 Top 0 0 Story1 WG1 Bottom 0 127.1274 Story1 WG1 Top 0 0 Story1 WG1 Bottom 0 -127.1274 Story1 WG1 Top 0 0 Story1 WG1 Bottom 0 -136.1482 Story1 WG1 Top 0 0 Story1 WG1 Bottom 0 -25.1871 Story1 WG1 Top 0 0 Story1 WG1 Bottom 0 -38.3714 Story1 WG1 Top 0 0 Story1 WG1 Bottom 0 38.3714 Story1 WG1 Top 0 0 Story1 WG1 Bottom 0 25.1871 Story1 WG1 Top 0 0 Story1 WG1 Bottom 0 136.1482 Story1 WG1 Top 0 0 Story1 WG1 Bottom 0 127.1274 Story1 WG1 Top 0 0 Story1 WG1 Bottom 0 -127.1274 Story1 WG1 Top 0 0 Story1 WG1 Bottom 0 -136.1482 Story1 WG1 Top 0 0 Story1 WG1 Bottom 0 -25.1871 Story1 WG1 Top 0 0 Story1 WG1 Bottom 0 -38.3714 Story1 WG1 Top 0 0 Story1 WG1 Bottom 0 38.3714 393 of 427 Analysis Results 6/14/2024 ETABS v21.0.0 Page 60 of 92 Table 5.7 - Pier Forces (Part 2 of 2, continued) Story Pier Location M2 kip-ft M3 kip-ft Story1 WG1 Top 0 0 Story1 WG1 Bottom 0 25.1871 Story1 WG2 Top 0 0 Story1 WG2 Bottom 0 0 Story1 WG2 Top 0 0 Story1 WG2 Bottom 0 0 Story1 WG2 Top 0 0 Story1 WG2 Bottom 0 244.8561 Story1 WG2 Top 0 0 Story1 WG2 Bottom 0 228.6325 Story1 WG2 Top 0 0 Story1 WG2 Bottom 0 -45.2977 Story1 WG2 Top 0 0 Story1 WG2 Bottom 0 -69.0091 Story1 WG2 Top 0 0 Story1 WG2 Bottom 0 0 Story1 WG2 Top 0 0 Story1 WG2 Bottom 0 0 Story1 WG2 Top 0 0 Story1 WG2 Bottom 0 244.8561 Story1 WG2 Top 0 0 Story1 WG2 Bottom 0 228.6325 Story1 WG2 Top 0 0 Story1 WG2 Bottom 0 -228.6325 Story1 WG2 Top 0 0 Story1 WG2 Bottom 0 -244.8561 Story1 WG2 Top 0 0 Story1 WG2 Bottom 0 -45.2977 Story1 WG2 Top 0 0 Story1 WG2 Bottom 0 -69.0091 Story1 WG2 Top 0 0 Story1 WG2 Bottom 0 69.0091 Story1 WG2 Top 0 0 Story1 WG2 Bottom 0 45.2977 Story1 WG2 Top 0 0 Story1 WG2 Bottom 0 244.8561 Story1 WG2 Top 0 0 Story1 WG2 Bottom 0 228.6325 Story1 WG2 Top 0 0 Story1 WG2 Bottom 0 -228.6325 Story1 WG2 Top 0 0 Story1 WG2 Bottom 0 -244.8561 Story1 WG2 Top 0 0 Story1 WG2 Bottom 0 -45.2977 Story1 WG2 Top 0 0 394 of 427 Analysis Results 6/14/2024 ETABS v21.0.0 Page 61 of 92 Table 5.7 - Pier Forces (Part 2 of 2, continued) Story Pier Location M2 kip-ft M3 kip-ft Story1 WG2 Bottom 0 -69.0091 Story1 WG2 Top 0 0 Story1 WG2 Bottom 0 69.0091 Story1 WG2 Top 0 0 Story1 WG2 Bottom 0 45.2977 Story1 WG3 Top 0 0 Story1 WG3 Bottom 0 0 Story1 WG3 Top 0 0 Story1 WG3 Bottom 0 0 Story1 WG3 Top 0 0 Story1 WG3 Bottom 0 136.1482 Story1 WG3 Top 0 0 Story1 WG3 Bottom 0 127.1274 Story1 WG3 Top 0 0 Story1 WG3 Bottom 0 -25.1871 Story1 WG3 Top 0 0 Story1 WG3 Bottom 0 -38.3714 Story1 WG3 Top 0 0 Story1 WG3 Bottom 0 0 Story1 WG3 Top 0 0 Story1 WG3 Bottom 0 0 Story1 WG3 Top 0 0 Story1 WG3 Bottom 0 136.1482 Story1 WG3 Top 0 0 Story1 WG3 Bottom 0 127.1274 Story1 WG3 Top 0 0 Story1 WG3 Bottom 0 -127.1274 Story1 WG3 Top 0 0 Story1 WG3 Bottom 0 -136.1482 Story1 WG3 Top 0 0 Story1 WG3 Bottom 0 -25.1871 Story1 WG3 Top 0 0 Story1 WG3 Bottom 0 -38.3714 Story1 WG3 Top 0 0 Story1 WG3 Bottom 0 38.3714 Story1 WG3 Top 0 0 Story1 WG3 Bottom 0 25.1871 Story1 WG3 Top 0 0 Story1 WG3 Bottom 0 136.1482 Story1 WG3 Top 0 0 Story1 WG3 Bottom 0 127.1274 Story1 WG3 Top 0 0 Story1 WG3 Bottom 0 -127.1274 Story1 WG3 Top 0 0 Story1 WG3 Bottom 0 -136.1482 395 of 427 Analysis Results 6/14/2024 ETABS v21.0.0 Page 62 of 92 Table 5.7 - Pier Forces (Part 2 of 2, continued) Story Pier Location M2 kip-ft M3 kip-ft Story1 WG3 Top 0 0 Story1 WG3 Bottom 0 -25.1871 Story1 WG3 Top 0 0 Story1 WG3 Bottom 0 -38.3714 Story1 WG3 Top 0 0 Story1 WG3 Bottom 0 38.3714 Story1 WG3 Top 0 0 Story1 WG3 Bottom 0 25.1871 Story1 WG4 Top 0 0 Story1 WG4 Bottom 0 0 Story1 WG4 Top 0 0 Story1 WG4 Bottom 0 0 Story1 WG4 Top 0 0 Story1 WG4 Bottom 0 136.1482 Story1 WG4 Top 0 0 Story1 WG4 Bottom 0 127.1274 Story1 WG4 Top 0 0 Story1 WG4 Bottom 0 -25.1871 Story1 WG4 Top 0 0 Story1 WG4 Bottom 0 -38.3714 Story1 WG4 Top 0 0 Story1 WG4 Bottom 0 0 Story1 WG4 Top 0 0 Story1 WG4 Bottom 0 0 Story1 WG4 Top 0 0 Story1 WG4 Bottom 0 136.1482 Story1 WG4 Top 0 0 Story1 WG4 Bottom 0 127.1274 Story1 WG4 Top 0 0 Story1 WG4 Bottom 0 -127.1274 Story1 WG4 Top 0 0 Story1 WG4 Bottom 0 -136.1482 Story1 WG4 Top 0 0 Story1 WG4 Bottom 0 -25.1871 Story1 WG4 Top 0 0 Story1 WG4 Bottom 0 -38.3714 Story1 WG4 Top 0 0 Story1 WG4 Bottom 0 38.3714 Story1 WG4 Top 0 0 Story1 WG4 Bottom 0 25.1871 Story1 WG4 Top 0 0 Story1 WG4 Bottom 0 136.1482 Story1 WG4 Top 0 0 Story1 WG4 Bottom 0 127.1274 Story1 WG4 Top 0 0 396 of 427 Analysis Results 6/14/2024 ETABS v21.0.0 Page 63 of 92 Table 5.7 - Pier Forces (Part 2 of 2, continued) Story Pier Location M2 kip-ft M3 kip-ft Story1 WG4 Bottom 0 -127.1274 Story1 WG4 Top 0 0 Story1 WG4 Bottom 0 -136.1482 Story1 WG4 Top 0 0 Story1 WG4 Bottom 0 -25.1871 Story1 WG4 Top 0 0 Story1 WG4 Bottom 0 -38.3714 Story1 WG4 Top 0 0 Story1 WG4 Bottom 0 38.3714 Story1 WG4 Top 0 0 Story1 WG4 Bottom 0 25.1871 Story1 WG5 Top 0 0 Story1 WG5 Bottom 0 0 Story1 WG5 Top 0 0 Story1 WG5 Bottom 0 0 Story1 WG5 Top 0 0 Story1 WG5 Bottom 0 244.8561 Story1 WG5 Top 0 0 Story1 WG5 Bottom 0 228.6325 Story1 WG5 Top 0 0 Story1 WG5 Bottom 0 -45.2977 Story1 WG5 Top 0 0 Story1 WG5 Bottom 0 -69.0091 Story1 WG5 Top 0 0 Story1 WG5 Bottom 0 0 Story1 WG5 Top 0 0 Story1 WG5 Bottom 0 0 Story1 WG5 Top 0 0 Story1 WG5 Bottom 0 244.8561 Story1 WG5 Top 0 0 Story1 WG5 Bottom 0 228.6325 Story1 WG5 Top 0 0 Story1 WG5 Bottom 0 -228.6325 Story1 WG5 Top 0 0 Story1 WG5 Bottom 0 -244.8561 Story1 WG5 Top 0 0 Story1 WG5 Bottom 0 -45.2977 Story1 WG5 Top 0 0 Story1 WG5 Bottom 0 -69.0091 Story1 WG5 Top 0 0 Story1 WG5 Bottom 0 69.0091 Story1 WG5 Top 0 0 Story1 WG5 Bottom 0 45.2977 Story1 WG5 Top 0 0 Story1 WG5 Bottom 0 244.8561 397 of 427 Analysis Results 6/14/2024 ETABS v21.0.0 Page 64 of 92 Table 5.7 - Pier Forces (Part 2 of 2, continued) Story Pier Location M2 kip-ft M3 kip-ft Story1 WG5 Top 0 0 Story1 WG5 Bottom 0 228.6325 Story1 WG5 Top 0 0 Story1 WG5 Bottom 0 -228.6325 Story1 WG5 Top 0 0 Story1 WG5 Bottom 0 -244.8561 Story1 WG5 Top 0 0 Story1 WG5 Bottom 0 -45.2977 Story1 WG5 Top 0 0 Story1 WG5 Bottom 0 -69.0091 Story1 WG5 Top 0 0 Story1 WG5 Bottom 0 69.0091 Story1 WG5 Top 0 0 Story1 WG5 Bottom 0 45.2977 Story1 WG6 Top 0 0 Story1 WG6 Bottom 0 0 Story1 WG6 Top 0 0 Story1 WG6 Bottom 0 0 Story1 WG6 Top 0 0 Story1 WG6 Bottom 0 136.1482 Story1 WG6 Top 0 0 Story1 WG6 Bottom 0 127.1274 Story1 WG6 Top 0 0 Story1 WG6 Bottom 0 -25.1871 Story1 WG6 Top 0 0 Story1 WG6 Bottom 0 -38.3714 Story1 WG6 Top 0 0 Story1 WG6 Bottom 0 0 Story1 WG6 Top 0 0 Story1 WG6 Bottom 0 0 Story1 WG6 Top 0 0 Story1 WG6 Bottom 0 136.1482 Story1 WG6 Top 0 0 Story1 WG6 Bottom 0 127.1274 Story1 WG6 Top 0 0 Story1 WG6 Bottom 0 -127.1274 Story1 WG6 Top 0 0 Story1 WG6 Bottom 0 -136.1482 Story1 WG6 Top 0 0 Story1 WG6 Bottom 0 -25.1871 Story1 WG6 Top 0 0 Story1 WG6 Bottom 0 -38.3714 Story1 WG6 Top 0 0 Story1 WG6 Bottom 0 38.3714 Story1 WG6 Top 0 0 398 of 427 Analysis Results 6/14/2024 ETABS v21.0.0 Page 65 of 92 Table 5.7 - Pier Forces (Part 2 of 2, continued) Story Pier Location M2 kip-ft M3 kip-ft Story1 WG6 Bottom 0 25.1871 Story1 WG6 Top 0 0 Story1 WG6 Bottom 0 136.1482 Story1 WG6 Top 0 0 Story1 WG6 Bottom 0 127.1274 Story1 WG6 Top 0 0 Story1 WG6 Bottom 0 -127.1274 Story1 WG6 Top 0 0 Story1 WG6 Bottom 0 -136.1482 Story1 WG6 Top 0 0 Story1 WG6 Bottom 0 -25.1871 Story1 WG6 Top 0 0 Story1 WG6 Bottom 0 -38.3714 Story1 WG6 Top 0 0 Story1 WG6 Bottom 0 38.3714 Story1 WG6 Top 0 0 Story1 WG6 Bottom 0 25.1871 Story1 WG7 Top 0 0 Story1 WG7 Bottom 0 0 Story1 WG7 Top 0 0 Story1 WG7 Bottom 0 0 Story1 WG7 Top 0 0 Story1 WG7 Bottom 0 136.1482 Story1 WG7 Top 0 0 Story1 WG7 Bottom 0 127.1274 Story1 WG7 Top 0 0 Story1 WG7 Bottom 0 -25.1871 Story1 WG7 Top 0 0 Story1 WG7 Bottom 0 -38.3714 Story1 WG7 Top 0 0 Story1 WG7 Bottom 0 0 Story1 WG7 Top 0 0 Story1 WG7 Bottom 0 0 Story1 WG7 Top 0 0 Story1 WG7 Bottom 0 136.1482 Story1 WG7 Top 0 0 Story1 WG7 Bottom 0 127.1274 Story1 WG7 Top 0 0 Story1 WG7 Bottom 0 -127.1274 Story1 WG7 Top 0 0 Story1 WG7 Bottom 0 -136.1482 Story1 WG7 Top 0 0 Story1 WG7 Bottom 0 -25.1871 Story1 WG7 Top 0 0 Story1 WG7 Bottom 0 -38.3714 399 of 427 Analysis Results 6/14/2024 ETABS v21.0.0 Page 66 of 92 Table 5.7 - Pier Forces (Part 2 of 2, continued) Story Pier Location M2 kip-ft M3 kip-ft Story1 WG7 Top 0 0 Story1 WG7 Bottom 0 38.3714 Story1 WG7 Top 0 0 Story1 WG7 Bottom 0 25.1871 Story1 WG7 Top 0 0 Story1 WG7 Bottom 0 136.1482 Story1 WG7 Top 0 0 Story1 WG7 Bottom 0 127.1274 Story1 WG7 Top 0 0 Story1 WG7 Bottom 0 -127.1274 Story1 WG7 Top 0 0 Story1 WG7 Bottom 0 -136.1482 Story1 WG7 Top 0 0 Story1 WG7 Bottom 0 -25.1871 Story1 WG7 Top 0 0 Story1 WG7 Bottom 0 -38.3714 Story1 WG7 Top 0 0 Story1 WG7 Bottom 0 38.3714 Story1 WG7 Top 0 0 Story1 WG7 Bottom 0 25.1871 Story1 W13 Top 0 0 Story1 W13 Bottom 0 0 Story1 W13 Top 0 0 Story1 W13 Bottom 0 0 Story1 W13 Top 0 0 Story1 W13 Bottom 0 -117.8864 Story1 W13 Top 0 0 Story1 W13 Bottom 0 -154.9365 Story1 W13 Top 0 0 Story1 W13 Bottom 0 268.7992 Story1 W13 Top 0 0 Story1 W13 Bottom 0 214.649 Story1 W13 Top 0 0 Story1 W13 Bottom 0 0 Story1 W13 Top 0 0 Story1 W13 Bottom 0 0 Story1 W13 Top 0 0 Story1 W13 Bottom 0 -117.8864 Story1 W13 Top 0 0 Story1 W13 Bottom 0 -154.9365 Story1 W13 Top 0 0 Story1 W13 Bottom 0 154.9365 Story1 W13 Top 0 0 Story1 W13 Bottom 0 117.8864 Story1 W13 Top 0 0 400 of 427 Analysis Results 6/14/2024 ETABS v21.0.0 Page 67 of 92 Table 5.7 - Pier Forces (Part 2 of 2, continued) Story Pier Location M2 kip-ft M3 kip-ft Story1 W13 Bottom 0 268.7992 Story1 W13 Top 0 0 Story1 W13 Bottom 0 214.649 Story1 W13 Top 0 0 Story1 W13 Bottom 0 -214.649 Story1 W13 Top 0 0 Story1 W13 Bottom 0 -268.7992 Story1 W13 Top 0 0 Story1 W13 Bottom 0 -117.8864 Story1 W13 Top 0 0 Story1 W13 Bottom 0 -154.9365 Story1 W13 Top 0 0 Story1 W13 Bottom 0 154.9365 Story1 W13 Top 0 0 Story1 W13 Bottom 0 117.8864 Story1 W13 Top 0 0 Story1 W13 Bottom 0 268.7992 Story1 W13 Top 0 0 Story1 W13 Bottom 0 214.649 Story1 W13 Top 0 0 Story1 W13 Bottom 0 -214.649 Story1 W13 Top 0 0 Story1 W13 Bottom 0 -268.7992 Story1 W81 Top 0 0 Story1 W81 Bottom 0 0 Story1 W81 Top 0 0 Story1 W81 Bottom 0 0 Story1 W81 Top 0 0 Story1 W81 Bottom 0 75.719 Story1 W81 Top 0 0 Story1 W81 Bottom 0 57.6123 Story1 W81 Top 0 0 Story1 W81 Bottom 0 82.466 Story1 W81 Top 0 0 Story1 W81 Bottom 0 56.0023 Story1 W81 Top 0 0 Story1 W81 Bottom 0 0 Story1 W81 Top 0 0 Story1 W81 Bottom 0 0 Story1 W81 Top 0 0 Story1 W81 Bottom 0 75.719 Story1 W81 Top 0 0 Story1 W81 Bottom 0 57.6123 Story1 W81 Top 0 0 Story1 W81 Bottom 0 -57.6123 401 of 427 Analysis Results 6/14/2024 ETABS v21.0.0 Page 68 of 92 Table 5.7 - Pier Forces (Part 2 of 2, continued) Story Pier Location M2 kip-ft M3 kip-ft Story1 W81 Top 0 0 Story1 W81 Bottom 0 -75.719 Story1 W81 Top 0 0 Story1 W81 Bottom 0 82.466 Story1 W81 Top 0 0 Story1 W81 Bottom 0 56.0023 Story1 W81 Top 0 0 Story1 W81 Bottom 0 -56.0023 Story1 W81 Top 0 0 Story1 W81 Bottom 0 -82.466 Story1 W81 Top 0 0 Story1 W81 Bottom 0 75.719 Story1 W81 Top 0 0 Story1 W81 Bottom 0 57.6123 Story1 W81 Top 0 0 Story1 W81 Bottom 0 -57.6123 Story1 W81 Top 0 0 Story1 W81 Bottom 0 -75.719 Story1 W81 Top 0 0 Story1 W81 Bottom 0 82.466 Story1 W81 Top 0 0 Story1 W81 Bottom 0 56.0023 Story1 W81 Top 0 0 Story1 W81 Bottom 0 -56.0023 Story1 W81 Top 0 0 Story1 W81 Bottom 0 -82.466 Story1 W82 Top 0 0 Story1 W82 Bottom 0 0 Story1 W82 Top 0 0 Story1 W82 Bottom 0 0 Story1 W82 Top 0 0 Story1 W82 Bottom 0 87.1548 Story1 W82 Top 0 0 Story1 W82 Bottom 0 66.3134 Story1 W82 Top 0 0 Story1 W82 Bottom 0 70.7033 Story1 W82 Top 0 0 Story1 W82 Bottom 0 40.2428 Story1 W82 Top 0 0 Story1 W82 Bottom 0 0 Story1 W82 Top 0 0 Story1 W82 Bottom 0 0 Story1 W82 Top 0 0 Story1 W82 Bottom 0 87.1548 Story1 W82 Top 0 0 402 of 427 Analysis Results 6/14/2024 ETABS v21.0.0 Page 69 of 92 Table 5.7 - Pier Forces (Part 2 of 2, continued) Story Pier Location M2 kip-ft M3 kip-ft Story1 W82 Bottom 0 66.3134 Story1 W82 Top 0 0 Story1 W82 Bottom 0 -66.3134 Story1 W82 Top 0 0 Story1 W82 Bottom 0 -87.1548 Story1 W82 Top 0 0 Story1 W82 Bottom 0 70.7033 Story1 W82 Top 0 0 Story1 W82 Bottom 0 40.2428 Story1 W82 Top 0 0 Story1 W82 Bottom 0 -40.2428 Story1 W82 Top 0 0 Story1 W82 Bottom 0 -70.7033 Story1 W82 Top 0 0 Story1 W82 Bottom 0 87.1548 Story1 W82 Top 0 0 Story1 W82 Bottom 0 66.3134 Story1 W82 Top 0 0 Story1 W82 Bottom 0 -66.3134 Story1 W82 Top 0 0 Story1 W82 Bottom 0 -87.1548 Story1 W82 Top 0 0 Story1 W82 Bottom 0 70.7033 Story1 W82 Top 0 0 Story1 W82 Bottom 0 40.2428 Story1 W82 Top 0 0 Story1 W82 Bottom 0 -40.2428 Story1 W82 Top 0 0 Story1 W82 Bottom 0 -70.7033 Story1 W83 Top 0 0 Story1 W83 Bottom 0 0 Story1 W83 Top 0 0 Story1 W83 Bottom 0 0 Story1 W83 Top 0 0 Story1 W83 Bottom 0 27.39 Story1 W83 Top 0 0 Story1 W83 Bottom 0 20.8402 Story1 W83 Top 0 0 Story1 W83 Bottom 0 22.2198 Story1 W83 Top 0 0 Story1 W83 Bottom 0 12.647 Story1 W83 Top 0 0 Story1 W83 Bottom 0 0 Story1 W83 Top 0 0 Story1 W83 Bottom 0 0 403 of 427 Analysis Results 6/14/2024 ETABS v21.0.0 Page 70 of 92 Table 5.7 - Pier Forces (Part 2 of 2, continued) Story Pier Location M2 kip-ft M3 kip-ft Story1 W83 Top 0 0 Story1 W83 Bottom 0 27.39 Story1 W83 Top 0 0 Story1 W83 Bottom 0 20.8402 Story1 W83 Top 0 0 Story1 W83 Bottom 0 -20.8402 Story1 W83 Top 0 0 Story1 W83 Bottom 0 -27.39 Story1 W83 Top 0 0 Story1 W83 Bottom 0 22.2198 Story1 W83 Top 0 0 Story1 W83 Bottom 0 12.647 Story1 W83 Top 0 0 Story1 W83 Bottom 0 -12.647 Story1 W83 Top 0 0 Story1 W83 Bottom 0 -22.2198 Story1 W83 Top 0 0 Story1 W83 Bottom 0 27.39 Story1 W83 Top 0 0 Story1 W83 Bottom 0 20.8402 Story1 W83 Top 0 0 Story1 W83 Bottom 0 -20.8402 Story1 W83 Top 0 0 Story1 W83 Bottom 0 -27.39 Story1 W83 Top 0 0 Story1 W83 Bottom 0 22.2198 Story1 W83 Top 0 0 Story1 W83 Bottom 0 12.647 Story1 W83 Top 0 0 Story1 W83 Bottom 0 -12.647 Story1 W83 Top 0 0 Story1 W83 Bottom 0 -22.2198 Story1 WB2 Top 0 0 Story1 WB2 Bottom 0 0 Story1 WB2 Top 0 0 Story1 WB2 Bottom 0 0 Story1 WB2 Top 0 0 Story1 WB2 Bottom 0 754.5195 Story1 WB2 Top 0 0 Story1 WB2 Bottom 0 752.7037 Story1 WB2 Top 0 0 Story1 WB2 Bottom 0 -5.0698 Story1 WB2 Top 0 0 Story1 WB2 Bottom 0 -7.7236 Story1 WB2 Top 0 0 404 of 427 Analysis Results 6/14/2024 ETABS v21.0.0 Page 71 of 92 Table 5.7 - Pier Forces (Part 2 of 2, continued) Story Pier Location M2 kip-ft M3 kip-ft Story1 WB2 Bottom 0 0 Story1 WB2 Top 0 0 Story1 WB2 Bottom 0 0 Story1 WB2 Top 0 0 Story1 WB2 Bottom 0 754.5195 Story1 WB2 Top 0 0 Story1 WB2 Bottom 0 752.7037 Story1 WB2 Top 0 0 Story1 WB2 Bottom 0 -752.7037 Story1 WB2 Top 0 0 Story1 WB2 Bottom 0 -754.5195 Story1 WB2 Top 0 0 Story1 WB2 Bottom 0 -5.0698 Story1 WB2 Top 0 0 Story1 WB2 Bottom 0 -7.7236 Story1 WB2 Top 0 0 Story1 WB2 Bottom 0 7.7236 Story1 WB2 Top 0 0 Story1 WB2 Bottom 0 5.0698 Story1 WB2 Top 0 0 Story1 WB2 Bottom 0 754.5195 Story1 WB2 Top 0 0 Story1 WB2 Bottom 0 752.7037 Story1 WB2 Top 0 0 Story1 WB2 Bottom 0 -752.7037 Story1 WB2 Top 0 0 Story1 WB2 Bottom 0 -754.5195 Story1 WB2 Top 0 0 Story1 WB2 Bottom 0 -5.0698 Story1 WB2 Top 0 0 Story1 WB2 Bottom 0 -7.7236 Story1 WB2 Top 0 0 Story1 WB2 Bottom 0 7.7236 Story1 WB2 Top 0 0 Story1 WB2 Bottom 0 5.0698 405 of 427 Design Data 6/14/2024 ETABS v21.0.0 Page 72 of 92 6 Design Data This chapter provides design data and results. 6.1 Shear Wall Design 406 of 427 Design Data 6/14/2024 ETABS v21.0.0 Page 73 of 92 ETABS Shear Wall Design ACI 318-19 Pier Design Pier Details Story ID Pier ID Centroid X (in) Centroid Y (in) Length (in) Thickness (in) LLRF Story1 W11 0 613 132 10 1 Material Properties E c (lb/in²) f'c (lb/in²) Lt.Wt Factor (Unitless) f y (lb/in²) f ys (lb/in²) 3604997 4000 1 60000 60000 Design Code Parameters ϕ T ϕ C ϕ v ϕ v (Seismic) IP MAX IP MIN P MAX 0.9 0.65 0.75 0.6 0.04 0.0025 0.8 Pier Leg Location, Length and Thickness Station Location ID Left X 1 in Left Y 1 in Right X 2 in Right Y 2 in Length in Thickness in Top Leg 1 0 547 0 679 132 10 Bottom Leg 1 0 547 0 679 132 10 Flexural Design for P, M3 and M 2 Station D/C Flexural P u kip M u2 kip-ft M u3 kip-ft Top 0 DWalS8 0 0 0 Bottom 0.45 DWalS10 15.4 0 -971.1821 Shear Design Station Location ID Rebar in²/ft Shear Combo P u kip M u kip-ft V u kip ϕV c kip ϕV n kip Top Leg 1 0.3 DWalS10 0 0 69.37 150.271 269.071 Bottom Leg 1 0.3 DWalS10 15.4 -971.1821 69.37 150.271 269.071 Boundary Element Check (ACI 18.10.6.3, 18.10.6.4) Station Location ID Edge Length (in) Governing Combo P u kip M u kip-ft Stress Comp lb/in² Stress Limit lb/in² C Depth in C Limit in Top–Left Leg 1 Not Required DWalS3 0 0 0 800 Top–Right Leg 1 Not Required DWalS3 0 0 0 800 Bottom–Left Leg 1 Not Required DWalS5 25.025 775.5355 -301.51 800 Botttom–Right Leg 1 Not Required DWalS5 25.025 775.5355 339.43 800 407 of 427 Design Data 6/14/2024 ETABS v21.0.0 Page 74 of 92 ETABS Shear Wall Design ACI 318-19 Pier Design Pier Details Story ID Pier ID Centroid X (in) Centroid Y (in) Length (in) Thickness (in) LLRF Story1 W12 0 254 90 10 1 Material Properties E c (lb/in²) f'c (lb/in²) Lt.Wt Factor (Unitless) f y (lb/in²) f ys (lb/in²) 3604997 4000 1 60000 60000 Design Code Parameters ϕ T ϕ C ϕ v ϕ v (Seismic) IP MAX IP MIN P MAX 0.9 0.65 0.75 0.6 0.04 0.0025 0.8 Pier Leg Location, Length and Thickness Station Location ID Left X 1 in Left Y 1 in Right X 2 in Right Y 2 in Length in Thickness in Top Leg 1 0 209 0 299 90 10 Bottom Leg 1 0 209 0 299 90 10 Flexural Design for P, M3 and M 2 Station D/C Flexural P u kip M u2 kip-ft M u3 kip-ft Top 0 DWalS6 0 0 0 Bottom 0.332 DWalS10 10.5 0 -373.9904 Shear Design Station Location ID Rebar in²/ft Shear Combo P u kip M u kip-ft V u kip ϕV c kip ϕV n kip Top Leg 1 0.3 DWalS10 0 0 26.714 85.381 186.631 Bottom Leg 1 0.3 DWalS10 10.5 -373.9904 26.714 77.413 158.413 Boundary Element Check (ACI 18.10.6.3, 18.10.6.4) Station Location ID Edge Length (in) Governing Combo P u kip M u kip-ft Stress Comp lb/in² Stress Limit lb/in² C Depth in C Limit in Top–Left Leg 1 Not Required DWalS9 0 0 0 800 Top–Right Leg 1 Not Required DWalS9 0 0 0 800 Bottom–Left Leg 1 Not Required DWalS5 17.062 336.3198 -279.99 800 Botttom–Right Leg 1 Not Required DWalS5 17.062 336.3198 317.91 800 408 of 427 Design Data 6/14/2024 ETABS v21.0.0 Page 75 of 92 ETABS Shear Wall Design ACI 318-19 Pier Design Pier Details Story ID Pier ID Centroid X (in) Centroid Y (in) Length (in) Thickness (in) LLRF Story1 W31 502 718 186 10 1 Material Properties E c (lb/in²) f'c (lb/in²) Lt.Wt Factor (Unitless) f y (lb/in²) f ys (lb/in²) 3604997 4000 1 60000 60000 Design Code Parameters ϕ T ϕ C ϕ v ϕ v (Seismic) IP MAX IP MIN P MAX 0.9 0.65 0.75 0.6 0.04 0.0025 0.8 Pier Leg Location, Length and Thickness Station Location ID Left X 1 in Left Y 1 in Right X 2 in Right Y 2 in Length in Thickness in Top Leg 1 502 625 502 811 186 10 Bottom Leg 1 502 625 502 811 186 10 Flexural Design for P, M3 and M 2 Station D/C Flexural P u kip M u2 kip-ft M u3 kip-ft Top 0 DWalS9 0 0 0 Bottom 0.333 DWalS10 21.7 0 -1470.6648 Shear Design Station Location ID Rebar in²/ft Shear Combo P u kip M u kip-ft V u kip ϕV c kip ϕV n kip Top Leg 1 0.3 DWalS10 0 0 105.047 211.746 379.146 Bottom Leg 1 0.3 DWalS10 21.7 -1470.6648 105.047 211.746 379.146 Boundary Element Check (ACI 18.10.6.3, 18.10.6.4) Station Location ID Edge Length (in) Governing Combo P u kip M u kip-ft Stress Comp lb/in² Stress Limit lb/in² C Depth in C Limit in Top–Left Leg 1 Not Required DWalS6 0 0 0 800 Top–Right Leg 1 Not Required DWalS6 0 0 0 800 Bottom–Left Leg 1 Not Required DWalS5 35.262 1363.6652 -264.84 800 Botttom–Right Leg 1 Not Required DWalS5 35.262 1363.6652 302.76 800 409 of 427 Design Data 6/14/2024 ETABS v21.0.0 Page 76 of 92 ETABS Shear Wall Design ACI 318-19 Pier Design Pier Details Story ID Pier ID Centroid X (in) Centroid Y (in) Length (in) Thickness (in) LLRF Story1 W71 1371 173 356 12 1 Material Properties E c (lb/in²) f'c (lb/in²) Lt.Wt Factor (Unitless) f y (lb/in²) f ys (lb/in²) 3604997 4000 1 60000 60000 Design Code Parameters ϕ T ϕ C ϕ v ϕ v (Seismic) IP MAX IP MIN P MAX 0.9 0.65 0.75 0.6 0.04 0.0025 0.8 Pier Leg Location, Length and Thickness Station Location ID Left X 1 in Left Y 1 in Right X 2 in Right Y 2 in Length in Thickness in Top Leg 1 1371 -5 1371 351 356 12 Bottom Leg 1 1371 -5 1371 351 356 12 Flexural Design for P, M3 and M 2 Station D/C Flexural P u kip M u2 kip-ft M u3 kip-ft Top 0 DWalS6 0 0 0 Bottom 0.11 DWalS10 49.84 0 -2173.737 Shear Design Station Location ID Rebar in²/ft Shear Combo P u kip M u kip-ft V u kip ϕV c kip ϕV n kip Top Leg 1 0.36 DWalS10 0 0 155.267 486.333 870.813 Bottom Leg 1 0.36 DWalS10 49.84 -2173.737 155.267 486.333 870.813 Boundary Element Check (ACI 18.10.6.3, 18.10.6.4) Station Location ID Edge Length (in) Governing Combo P u kip M u kip-ft Stress Comp lb/in² Stress Limit lb/in² C Depth in C Limit in Top–Left Leg 1 Not Required DWalS9 0 0 0 800 Top–Right Leg 1 Not Required DWalS9 0 0 0 800 Bottom–Left Leg 1 Not Required DWalS5 80.99 1937.417 -72.76 800 Botttom–Right Leg 1 Not Required DWalS5 80.99 1937.417 110.68 800 410 of 427 Design Data 6/14/2024 ETABS v21.0.0 Page 77 of 92 ETABS Shear Wall Design ACI 318-19 Pier Design Pier Details Story ID Pier ID Centroid X (in) Centroid Y (in) Length (in) Thickness (in) LLRF Story1 WA1 454.5 1056 213 10 1 Material Properties E c (lb/in²) f'c (lb/in²) Lt.Wt Factor (Unitless) f y (lb/in²) f ys (lb/in²) 3604997 4000 1 60000 60000 Design Code Parameters ϕ T ϕ C ϕ v ϕ v (Seismic) IP MAX IP MIN P MAX 0.9 0.65 0.75 0.6 0.04 0.0025 0.8 Pier Leg Location, Length and Thickness Station Location ID Left X 1 in Left Y 1 in Right X 2 in Right Y 2 in Length in Thickness in Top Leg 1 348 1056 561 1056 213 10 Bottom Leg 1 348 1056 561 1056 213 10 Flexural Design for P, M3 and M 2 Station D/C Flexural P u kip M u2 kip-ft M u3 kip-ft Top 0 DWalS3 0 0 0 Bottom 0.54 DWalS8 24.85 0 -2930.0284 Shear Design Station Location ID Rebar in²/ft Shear Combo P u kip M u kip-ft V u kip ϕV c kip ϕV n kip Top Leg 1 0.3 DWalS8 0 0 209.288 242.483 434.183 Bottom Leg 1 0.3 DWalS8 24.85 -2930.0284 209.288 242.483 434.183 Boundary Element Check (ACI 18.10.6.3, 18.10.6.4) Station Location ID Edge Length (in) Governing Combo P u kip M u kip-ft Stress Comp lb/in² Stress Limit lb/in² C Depth in C Limit in Top–Left Leg 1 Not Required DWalS4 0 0 0 800 Top–Right Leg 1 Not Required DWalS4 0 0 0 800 Bottom–Left Leg 1 Not Required DWalS4 40.381 -2889.8171 477.57 800 Botttom–Right Leg 1 Not Required DWalS4 40.381 -2889.8171 -439.65 800 411 of 427 Design Data 6/14/2024 ETABS v21.0.0 Page 78 of 92 ETABS Shear Wall Design ACI 318-19 Pier Design Pier Details Story ID Pier ID Centroid X (in) Centroid Y (in) Length (in) Thickness (in) LLRF Story1 WB1 702 806 42 10 1 Material Properties E c (lb/in²) f'c (lb/in²) Lt.Wt Factor (Unitless) f y (lb/in²) f ys (lb/in²) 3604997 4000 1 60000 60000 Design Code Parameters ϕ T ϕ C ϕ v ϕ v (Seismic) IP MAX IP MIN P MAX 0.9 0.65 0.75 0.6 0.04 0.0025 0.8 Pier Leg Location, Length and Thickness Station Location ID Left X 1 in Left Y 1 in Right X 2 in Right Y 2 in Length in Thickness in Top Leg 1 681 806 723 806 42 10 Bottom Leg 1 681 806 723 806 42 10 Flexural Design for P, M3 and M 2 Station D/C Flexural P u kip M u2 kip-ft M u3 kip-ft Top 0 DWalS4 0 0 0 Bottom 0.173 DWalS7 4.9 0 53.7177 Shear Design Station Location ID Rebar in²/ft Shear Combo P u kip M u kip-ft V u kip ϕV c kip ϕV n kip Top Leg 1 0.3 DWalS8 0 0 3.837 31.876 69.676 Bottom Leg 1 0.3 DWalS8 4.9 -53.7177 3.837 31.876 69.676 Boundary Element Check (ACI 18.10.6.3, 18.10.6.4) Station Location ID Edge Length (in) Governing Combo P u kip M u kip-ft Stress Comp lb/in² Stress Limit lb/in² C Depth in C Limit in Top–Left Leg 1 Not Required DWalS7 0 0 0 800 Top–Right Leg 1 Not Required DWalS7 0 0 0 800 Bottom–Left Leg 1 Not Required DWalS4 7.962 -53.7177 238.21 800 Botttom–Right Leg 1 Not Required DWalS4 7.962 -53.7177 -200.3 800 412 of 427 Design Data 6/14/2024 ETABS v21.0.0 Page 79 of 92 ETABS Shear Wall Design ACI 318-19 Pier Design Pier Details Story ID Pier ID Centroid X (in) Centroid Y (in) Length (in) Thickness (in) LLRF Story1 WC1 1198.5 694 35 10 1 Material Properties E c (lb/in²) f'c (lb/in²) Lt.Wt Factor (Unitless) f y (lb/in²) f ys (lb/in²) 3604997 4000 1 60000 60000 Design Code Parameters ϕ T ϕ C ϕ v ϕ v (Seismic) IP MAX IP MIN P MAX 0.9 0.65 0.75 0.6 0.04 0.0025 0.8 Pier Leg Location, Length and Thickness Station Location ID Left X 1 in Left Y 1 in Right X 2 in Right Y 2 in Length in Thickness in Top Leg 1 1181 694 1216 694 35 10 Bottom Leg 1 1181 694 1216 694 35 10 Flexural Design for P, M3 and M 2 Station D/C Flexural P u kip M u2 kip-ft M u3 kip-ft Top 0 DWalS8 0 0 0 Bottom 0.156 DWalS7 4.083 0 33.1647 Shear Design Station Location ID Rebar in²/ft Shear Combo P u kip M u kip-ft V u kip ϕV c kip ϕV n kip Top Leg 1 0.3 DWalS3 0 0 2.369 26.563 58.063 Bottom Leg 1 0.3 DWalS4 6.635 -33.1647 2.369 26.563 58.063 Boundary Element Check (ACI 18.10.6.3, 18.10.6.4) Station Location ID Edge Length (in) Governing Combo P u kip M u kip-ft Stress Comp lb/in² Stress Limit lb/in² C Depth in C Limit in Top–Left Leg 1 Not Required DWalS3 0 0 0 800 Top–Right Leg 1 Not Required DWalS3 0 0 0 800 Bottom–Left Leg 1 Not Required DWalS4 6.635 -33.1647 213.89 800 Botttom–Right Leg 1 Not Required DWalS4 6.635 -33.1647 -175.97 800 413 of 427 Design Data 6/14/2024 ETABS v21.0.0 Page 80 of 92 ETABS Shear Wall Design ACI 318-19 Pier Design Pier Details Story ID Pier ID Centroid X (in) Centroid Y (in) Length (in) Thickness (in) LLRF Story1 WC2 1341.5 694 35 10 1 Material Properties E c (lb/in²) f'c (lb/in²) Lt.Wt Factor (Unitless) f y (lb/in²) f ys (lb/in²) 3604997 4000 1 60000 60000 Design Code Parameters ϕ T ϕ C ϕ v ϕ v (Seismic) IP MAX IP MIN P MAX 0.9 0.65 0.75 0.6 0.04 0.0025 0.8 Pier Leg Location, Length and Thickness Station Location ID Left X 1 in Left Y 1 in Right X 2 in Right Y 2 in Length in Thickness in Top Leg 1 1324 694 1359 694 35 10 Bottom Leg 1 1324 694 1359 694 35 10 Flexural Design for P, M3 and M 2 Station D/C Flexural P u kip M u2 kip-ft M u3 kip-ft Top 0 DWalS3 0 0 0 Bottom 0.156 DWalS7 4.083 0 33.1647 Shear Design Station Location ID Rebar in²/ft Shear Combo P u kip M u kip-ft V u kip ϕV c kip ϕV n kip Top Leg 1 0.3 DWalS3 0 0 2.369 26.563 58.063 Bottom Leg 1 0.3 DWalS4 6.635 -33.1647 2.369 26.563 58.063 Boundary Element Check (ACI 18.10.6.3, 18.10.6.4) Station Location ID Edge Length (in) Governing Combo P u kip M u kip-ft Stress Comp lb/in² Stress Limit lb/in² C Depth in C Limit in Top–Left Leg 1 Not Required DWalS8 0 0 0 800 Top–Right Leg 1 Not Required DWalS8 0 0 0 800 Bottom–Left Leg 1 Not Required DWalS4 6.635 -33.1647 213.89 800 Botttom–Right Leg 1 Not Required DWalS4 6.635 -33.1647 -175.97 800 414 of 427 Design Data 6/14/2024 ETABS v21.0.0 Page 81 of 92 ETABS Shear Wall Design ACI 318-19 Pier Design Pier Details Story ID Pier ID Centroid X (in) Centroid Y (in) Length (in) Thickness (in) LLRF Story1 WG1 143 0 52 10 1 Material Properties E c (lb/in²) f'c (lb/in²) Lt.Wt Factor (Unitless) f y (lb/in²) f ys (lb/in²) 3604997 4000 1 60000 60000 Design Code Parameters ϕ T ϕ C ϕ v ϕ v (Seismic) IP MAX IP MIN P MAX 0.9 0.65 0.75 0.6 0.04 0.0025 0.8 Pier Leg Location, Length and Thickness Station Location ID Left X 1 in Left Y 1 in Right X 2 in Right Y 2 in Length in Thickness in Top Leg 1 117 0 169 0 52 10 Bottom Leg 1 117 0 169 0 52 10 Flexural Design for P, M3 and M 2 Station D/C Flexural P u kip M u2 kip-ft M u3 kip-ft Top 0 DWalS4 0 0 0 Bottom 0.311 DWalS7 6.067 0 136.1482 Shear Design Station Location ID Rebar in²/ft Shear Combo P u kip M u kip-ft V u kip ϕV c kip ϕV n kip Top Leg 1 0.3 DWalS8 0 0 9.725 39.465 86.265 Bottom Leg 1 0.3 DWalS8 6.067 -136.1482 9.725 39.465 86.265 Boundary Element Check (ACI 18.10.6.3, 18.10.6.4) Station Location ID Edge Length (in) Governing Combo P u kip M u kip-ft Stress Comp lb/in² Stress Limit lb/in² C Depth in C Limit in Top–Left Leg 1 Not Required DWalS7 0 0 0 800 Top–Right Leg 1 Not Required DWalS7 0 0 0 800 Bottom–Left Leg 1 Not Required DWalS4 9.858 -136.1482 381.48 800 Botttom–Right Leg 1 Not Required DWalS4 9.858 -136.1482 -343.57 800 415 of 427 Design Data 6/14/2024 ETABS v21.0.0 Page 82 of 92 ETABS Shear Wall Design ACI 318-19 Pier Design Pier Details Story ID Pier ID Centroid X (in) Centroid Y (in) Length (in) Thickness (in) LLRF Story1 WG2 273 0 64 10 1 Material Properties E c (lb/in²) f'c (lb/in²) Lt.Wt Factor (Unitless) f y (lb/in²) f ys (lb/in²) 3604997 4000 1 60000 60000 Design Code Parameters ϕ T ϕ C ϕ v ϕ v (Seismic) IP MAX IP MIN P MAX 0.9 0.65 0.75 0.6 0.04 0.0025 0.8 Pier Leg Location, Length and Thickness Station Location ID Left X 1 in Left Y 1 in Right X 2 in Right Y 2 in Length in Thickness in Top Leg 1 241 0 305 0 64 10 Bottom Leg 1 241 0 305 0 64 10 Flexural Design for P, M3 and M 2 Station D/C Flexural P u kip M u2 kip-ft M u3 kip-ft Top 0 DWalS3 0 0 0 Bottom 0.399 DWalS7 7.467 0 244.8561 Shear Design Station Location ID Rebar in²/ft Shear Combo P u kip M u kip-ft V u kip ϕV c kip ϕV n kip Top Leg 1 0.3 DWalS8 0 0 17.49 48.573 106.173 Bottom Leg 1 0.3 DWalS8 7.467 -244.8561 17.49 48.573 106.173 Boundary Element Check (ACI 18.10.6.3, 18.10.6.4) Station Location ID Edge Length (in) Governing Combo P u kip M u kip-ft Stress Comp lb/in² Stress Limit lb/in² C Depth in C Limit in Top–Left Leg 1 Not Required DWalS8 0 0 0 800 Top–Right Leg 1 Not Required DWalS8 0 0 0 800 Bottom–Left Leg 1 Not Required DWalS4 12.133 -236.7443 435.11 800 Botttom–Right Leg 1 Not Required DWalS4 12.133 -236.7443 -397.19 800 416 of 427 Design Data 6/14/2024 ETABS v21.0.0 Page 83 of 92 ETABS Shear Wall Design ACI 318-19 Pier Design Pier Details Story ID Pier ID Centroid X (in) Centroid Y (in) Length (in) Thickness (in) LLRF Story1 WG3 403 0 52 10 1 Material Properties E c (lb/in²) f'c (lb/in²) Lt.Wt Factor (Unitless) f y (lb/in²) f ys (lb/in²) 3604997 4000 1 60000 60000 Design Code Parameters ϕ T ϕ C ϕ v ϕ v (Seismic) IP MAX IP MIN P MAX 0.9 0.65 0.75 0.6 0.04 0.0025 0.8 Pier Leg Location, Length and Thickness Station Location ID Left X 1 in Left Y 1 in Right X 2 in Right Y 2 in Length in Thickness in Top Leg 1 377 0 429 0 52 10 Bottom Leg 1 377 0 429 0 52 10 Flexural Design for P, M3 and M 2 Station D/C Flexural P u kip M u2 kip-ft M u3 kip-ft Top 0 DWalS4 0 0 0 Bottom 0.311 DWalS7 6.067 0 136.1482 Shear Design Station Location ID Rebar in²/ft Shear Combo P u kip M u kip-ft V u kip ϕV c kip ϕV n kip Top Leg 1 0.3 DWalS8 0 0 9.725 39.465 86.265 Bottom Leg 1 0.3 DWalS8 6.067 -136.1482 9.725 39.465 86.265 Boundary Element Check (ACI 18.10.6.3, 18.10.6.4) Station Location ID Edge Length (in) Governing Combo P u kip M u kip-ft Stress Comp lb/in² Stress Limit lb/in² C Depth in C Limit in Top–Left Leg 1 Not Required DWalS3 0 0 0 800 Top–Right Leg 1 Not Required DWalS3 0 0 0 800 Bottom–Left Leg 1 Not Required DWalS4 9.858 -131.6378 369.47 800 Botttom–Right Leg 1 Not Required DWalS4 9.858 -131.6378 -331.56 800 417 of 427 Design Data 6/14/2024 ETABS v21.0.0 Page 84 of 92 ETABS Shear Wall Design ACI 318-19 Pier Design Pier Details Story ID Pier ID Centroid X (in) Centroid Y (in) Length (in) Thickness (in) LLRF Story1 WG4 691 0 52 10 1 Material Properties E c (lb/in²) f'c (lb/in²) Lt.Wt Factor (Unitless) f y (lb/in²) f ys (lb/in²) 3604997 4000 1 60000 60000 Design Code Parameters ϕ T ϕ C ϕ v ϕ v (Seismic) IP MAX IP MIN P MAX 0.9 0.65 0.75 0.6 0.04 0.0025 0.8 Pier Leg Location, Length and Thickness Station Location ID Left X 1 in Left Y 1 in Right X 2 in Right Y 2 in Length in Thickness in Top Leg 1 665 0 717 0 52 10 Bottom Leg 1 665 0 717 0 52 10 Flexural Design for P, M3 and M 2 Station D/C Flexural P u kip M u2 kip-ft M u3 kip-ft Top 0 DWalS4 0 0 0 Bottom 0.311 DWalS7 6.067 0 136.1482 Shear Design Station Location ID Rebar in²/ft Shear Combo P u kip M u kip-ft V u kip ϕV c kip ϕV n kip Top Leg 1 0.3 DWalS8 0 0 9.725 39.465 86.265 Bottom Leg 1 0.3 DWalS8 6.067 -136.1482 9.725 39.465 86.265 Boundary Element Check (ACI 18.10.6.3, 18.10.6.4) Station Location ID Edge Length (in) Governing Combo P u kip M u kip-ft Stress Comp lb/in² Stress Limit lb/in² C Depth in C Limit in Top–Left Leg 1 Not Required DWalS7 0 0 0 800 Top–Right Leg 1 Not Required DWalS7 0 0 0 800 Bottom–Left Leg 1 Not Required DWalS4 9.858 -127.1274 357.46 800 Botttom–Right Leg 1 Not Required DWalS4 9.858 -127.1274 -319.55 800 418 of 427 Design Data 6/14/2024 ETABS v21.0.0 Page 85 of 92 ETABS Shear Wall Design ACI 318-19 Pier Design Pier Details Story ID Pier ID Centroid X (in) Centroid Y (in) Length (in) Thickness (in) LLRF Story1 WG5 821 0 64 10 1 Material Properties E c (lb/in²) f'c (lb/in²) Lt.Wt Factor (Unitless) f y (lb/in²) f ys (lb/in²) 3604997 4000 1 60000 60000 Design Code Parameters ϕ T ϕ C ϕ v ϕ v (Seismic) IP MAX IP MIN P MAX 0.9 0.65 0.75 0.6 0.04 0.0025 0.8 Pier Leg Location, Length and Thickness Station Location ID Left X 1 in Left Y 1 in Right X 2 in Right Y 2 in Length in Thickness in Top Leg 1 789 0 853 0 64 10 Bottom Leg 1 789 0 853 0 64 10 Flexural Design for P, M3 and M 2 Station D/C Flexural P u kip M u2 kip-ft M u3 kip-ft Top 0 DWalS4 0 0 0 Bottom 0.399 DWalS7 7.467 0 244.8561 Shear Design Station Location ID Rebar in²/ft Shear Combo P u kip M u kip-ft V u kip ϕV c kip ϕV n kip Top Leg 1 0.3 DWalS8 0 0 17.49 48.573 106.173 Bottom Leg 1 0.3 DWalS8 7.467 -244.8561 17.49 48.573 106.173 Boundary Element Check (ACI 18.10.6.3, 18.10.6.4) Station Location ID Edge Length (in) Governing Combo P u kip M u kip-ft Stress Comp lb/in² Stress Limit lb/in² C Depth in C Limit in Top–Left Leg 1 Not Required DWalS7 0 0 0 800 Top–Right Leg 1 Not Required DWalS7 0 0 0 800 Bottom–Left Leg 1 Not Required DWalS4 12.133 -228.6325 420.85 800 Botttom–Right Leg 1 Not Required DWalS4 12.133 -228.6325 -382.93 800 419 of 427 Design Data 6/14/2024 ETABS v21.0.0 Page 86 of 92 ETABS Shear Wall Design ACI 318-19 Pier Design Pier Details Story ID Pier ID Centroid X (in) Centroid Y (in) Length (in) Thickness (in) LLRF Story1 WG6 951 0 52 10 1 Material Properties E c (lb/in²) f'c (lb/in²) Lt.Wt Factor (Unitless) f y (lb/in²) f ys (lb/in²) 3604997 4000 1 60000 60000 Design Code Parameters ϕ T ϕ C ϕ v ϕ v (Seismic) IP MAX IP MIN P MAX 0.9 0.65 0.75 0.6 0.04 0.0025 0.8 Pier Leg Location, Length and Thickness Station Location ID Left X 1 in Left Y 1 in Right X 2 in Right Y 2 in Length in Thickness in Top Leg 1 925 0 977 0 52 10 Bottom Leg 1 925 0 977 0 52 10 Flexural Design for P, M3 and M 2 Station D/C Flexural P u kip M u2 kip-ft M u3 kip-ft Top 0 DWalS4 0 0 0 Bottom 0.311 DWalS7 6.067 0 136.1482 Shear Design Station Location ID Rebar in²/ft Shear Combo P u kip M u kip-ft V u kip ϕV c kip ϕV n kip Top Leg 1 0.3 DWalS8 0 0 9.725 39.465 86.265 Bottom Leg 1 0.3 DWalS8 6.067 -136.1482 9.725 39.465 86.265 Boundary Element Check (ACI 18.10.6.3, 18.10.6.4) Station Location ID Edge Length (in) Governing Combo P u kip M u kip-ft Stress Comp lb/in² Stress Limit lb/in² C Depth in C Limit in Top–Left Leg 1 Not Required DWalS8 0 0 0 800 Top–Right Leg 1 Not Required DWalS8 0 0 0 800 Bottom–Left Leg 1 Not Required DWalS4 9.858 -131.6378 369.47 800 Botttom–Right Leg 1 Not Required DWalS4 9.858 -131.6378 -331.56 800 420 of 427 Design Data 6/14/2024 ETABS v21.0.0 Page 87 of 92 ETABS Shear Wall Design ACI 318-19 Pier Design Pier Details Story ID Pier ID Centroid X (in) Centroid Y (in) Length (in) Thickness (in) LLRF Story1 WG7 1239 0 52 10 1 Material Properties E c (lb/in²) f'c (lb/in²) Lt.Wt Factor (Unitless) f y (lb/in²) f ys (lb/in²) 3604997 4000 1 60000 60000 Design Code Parameters ϕ T ϕ C ϕ v ϕ v (Seismic) IP MAX IP MIN P MAX 0.9 0.65 0.75 0.6 0.04 0.0025 0.8 Pier Leg Location, Length and Thickness Station Location ID Left X 1 in Left Y 1 in Right X 2 in Right Y 2 in Length in Thickness in Top Leg 1 1213 0 1265 0 52 10 Bottom Leg 1 1213 0 1265 0 52 10 Flexural Design for P, M3 and M 2 Station D/C Flexural P u kip M u2 kip-ft M u3 kip-ft Top 0 DWalS4 0 0 0 Bottom 0.311 DWalS8 6.067 0 -136.1482 Shear Design Station Location ID Rebar in²/ft Shear Combo P u kip M u kip-ft V u kip ϕV c kip ϕV n kip Top Leg 1 0.3 DWalS8 0 0 9.725 39.465 86.265 Bottom Leg 1 0.3 DWalS8 6.067 -136.1482 9.725 39.465 86.265 Boundary Element Check (ACI 18.10.6.3, 18.10.6.4) Station Location ID Edge Length (in) Governing Combo P u kip M u kip-ft Stress Comp lb/in² Stress Limit lb/in² C Depth in C Limit in Top–Left Leg 1 Not Required DWalS7 0 0 0 800 Top–Right Leg 1 Not Required DWalS7 0 0 0 800 Bottom–Left Leg 1 Not Required DWalS4 9.858 -131.6378 369.47 800 Botttom–Right Leg 1 Not Required DWalS4 9.858 -131.6378 -331.56 800 421 of 427 Design Data 6/14/2024 ETABS v21.0.0 Page 88 of 92 ETABS Shear Wall Design ACI 318-19 Pier Design Pier Details Story ID Pier ID Centroid X (in) Centroid Y (in) Length (in) Thickness (in) LLRF Story1 W13 0 36.25 79.5 10 1 Material Properties E c (lb/in²) f'c (lb/in²) Lt.Wt Factor (Unitless) f y (lb/in²) f ys (lb/in²) 3604997 4000 1 60000 60000 Design Code Parameters ϕ T ϕ C ϕ v ϕ v (Seismic) IP MAX IP MIN P MAX 0.9 0.65 0.75 0.6 0.04 0.0025 0.8 Pier Leg Location, Length and Thickness Station Location ID Left X 1 in Left Y 1 in Right X 2 in Right Y 2 in Length in Thickness in Top Leg 1 0 -3.5 0 76 79.5 10 Bottom Leg 1 0 -3.5 0 76 79.5 10 Flexural Design for P, M3 and M 2 Station D/C Flexural P u kip M u2 kip-ft M u3 kip-ft Top 0 DWalS5 0 0 0 Bottom 0.301 DWalS10 9.275 0 -268.7992 Shear Design Station Location ID Rebar in²/ft Shear Combo P u kip M u kip-ft V u kip ϕV c kip ϕV n kip Top Leg 1 0.3 DWalS10 0 0 19.2 60.336 131.886 Bottom Leg 1 0.3 DWalS10 9.275 -268.7992 19.2 60.336 131.886 Boundary Element Check (ACI 18.10.6.3, 18.10.6.4) Station Location ID Edge Length (in) Governing Combo P u kip M u kip-ft Stress Comp lb/in² Stress Limit lb/in² C Depth in C Limit in Top–Left Leg 1 Not Required DWalS7 0 0 0 800 Top–Right Leg 1 Not Required DWalS7 0 0 0 800 Bottom–Left Leg 1 Not Required DWalS5 15.072 241.7241 -256.41 800 Botttom–Right Leg 1 Not Required DWalS5 15.072 241.7241 294.33 800 422 of 427 Design Data 6/14/2024 ETABS v21.0.0 Page 89 of 92 ETABS Shear Wall Design ACI 318-19 Pier Design Pier Details Story ID Pier ID Centroid X (in) Centroid Y (in) Length (in) Thickness (in) LLRF Story1 W81 1468 542.5 85 10 1 Material Properties E c (lb/in²) f'c (lb/in²) Lt.Wt Factor (Unitless) f y (lb/in²) f ys (lb/in²) 3604997 4000 1 60000 60000 Design Code Parameters ϕ T ϕ C ϕ v ϕ v (Seismic) IP MAX IP MIN P MAX 0.9 0.65 0.75 0.6 0.04 0.0025 0.8 Pier Leg Location, Length and Thickness Station Location ID Left X 1 in Left Y 1 in Right X 2 in Right Y 2 in Length in Thickness in Top Leg 1 1468 500 1468 585 85 10 Bottom Leg 1 1468 500 1468 585 85 10 Flexural Design for P, M3 and M 2 Station D/C Flexural P u kip M u2 kip-ft M u3 kip-ft Top 0 DWalS10 0 0 0 Bottom 0.064 DWalS10 9.917 0 -82.466 Shear Design Station Location ID Rebar in²/ft Shear Combo P u kip M u kip-ft V u kip ϕV c kip ϕV n kip Top Leg 1 0.3 DWalS6 0 0 5.89 80.638 176.263 Bottom Leg 1 0.3 DWalS6 16.115 -82.466 5.89 66.028 142.528 Boundary Element Check (ACI 18.10.6.3, 18.10.6.4) Station Location ID Edge Length (in) Governing Combo P u kip M u kip-ft Stress Comp lb/in² Stress Limit lb/in² C Depth in C Limit in Top–Left Leg 1 Not Required DWalS5 0 0 0 800 Top–Right Leg 1 Not Required DWalS5 0 0 0 800 Bottom–Left Leg 1 Not Required DWalS3 16.115 57.6123 -38.45 800 Botttom–Right Leg 1 Not Required DWalS3 16.115 57.6123 76.37 800 423 of 427 Design Data 6/14/2024 ETABS v21.0.0 Page 90 of 92 ETABS Shear Wall Design ACI 318-19 Pier Design Pier Details Story ID Pier ID Centroid X (in) Centroid Y (in) Length (in) Thickness (in) LLRF Story1 W82 1548 249 84 10 1 Material Properties E c (lb/in²) f'c (lb/in²) Lt.Wt Factor (Unitless) f y (lb/in²) f ys (lb/in²) 3604997 4000 1 60000 60000 Design Code Parameters ϕ T ϕ C ϕ v ϕ v (Seismic) IP MAX IP MIN P MAX 0.9 0.65 0.75 0.6 0.04 0.0025 0.8 Pier Leg Location, Length and Thickness Station Location ID Left X 1 in Left Y 1 in Right X 2 in Right Y 2 in Length in Thickness in Top Leg 1 1548 207 1548 291 84 10 Bottom Leg 1 1548 207 1548 291 84 10 Flexural Design for P, M3 and M 2 Station D/C Flexural P u kip M u2 kip-ft M u3 kip-ft Top 0 DWalS5 0 0 0 Bottom 0.071 DWalS8 9.8 0 -87.1548 Shear Design Station Location ID Rebar in²/ft Shear Combo P u kip M u kip-ft V u kip ϕV c kip ϕV n kip Top Leg 1 0.3 DWalS8 0 0 6.225 63.752 139.352 Bottom Leg 1 0.3 DWalS8 9.8 -87.1548 6.225 63.752 139.352 Boundary Element Check (ACI 18.10.6.3, 18.10.6.4) Station Location ID Edge Length (in) Governing Combo P u kip M u kip-ft Stress Comp lb/in² Stress Limit lb/in² C Depth in C Limit in Top–Left Leg 1 Not Required DWalS6 0 0 0 800 Top–Right Leg 1 Not Required DWalS6 0 0 0 800 Bottom–Left Leg 1 Not Required DWalS6 15.925 -40.2428 60.02 800 Botttom–Right Leg 1 Not Required DWalS6 15.925 -40.2428 -22.11 800 424 of 427 Design Data 6/14/2024 ETABS v21.0.0 Page 91 of 92 ETABS Shear Wall Design ACI 318-19 Pier Design Pier Details Story ID Pier ID Centroid X (in) Centroid Y (in) Length (in) Thickness (in) LLRF Story1 W83 1548 107.375 55.25 10 1 Material Properties E c (lb/in²) f'c (lb/in²) Lt.Wt Factor (Unitless) f y (lb/in²) f ys (lb/in²) 3604997 4000 1 60000 60000 Design Code Parameters ϕ T ϕ C ϕ v ϕ v (Seismic) IP MAX IP MIN P MAX 0.9 0.65 0.75 0.6 0.04 0.0025 0.8 Pier Leg Location, Length and Thickness Station Location ID Left X 1 in Left Y 1 in Right X 2 in Right Y 2 in Length in Thickness in Top Leg 1 1548 79.75 1548 135 55.25 10 Bottom Leg 1 1548 79.75 1548 135 55.25 10 Flexural Design for P, M3 and M 2 Station D/C Flexural P u kip M u2 kip-ft M u3 kip-ft Top 0 DWalS5 0 0 0 Bottom 0.039 DWalS7 6.446 0 27.39 Shear Design Station Location ID Rebar in²/ft Shear Combo P u kip M u kip-ft V u kip ϕV c kip ϕV n kip Top Leg 1 0.3 DWalS3 0 0 1.956 41.932 91.657 Bottom Leg 1 0.3 DWalS3 10.474 27.39 1.956 41.932 91.657 Boundary Element Check (ACI 18.10.6.3, 18.10.6.4) Station Location ID Edge Length (in) Governing Combo P u kip M u kip-ft Stress Comp lb/in² Stress Limit lb/in² C Depth in C Limit in Top–Left Leg 1 Not Required DWalS9 0 0 0 800 Top–Right Leg 1 Not Required DWalS9 0 0 0 800 Bottom–Left Leg 1 Not Required DWalS5 10.474 17.4334 -22.16 800 Botttom–Right Leg 1 Not Required DWalS5 10.474 17.4334 60.08 800 425 of 427 Design Data 6/14/2024 ETABS v21.0.0 Page 92 of 92 ETABS Shear Wall Design ACI 318-19 Pier Design Pier Details Story ID Pier ID Centroid X (in) Centroid Y (in) Length (in) Thickness (in) LLRF Story1 WB2 850 806 110 10 1 Material Properties E c (lb/in²) f'c (lb/in²) Lt.Wt Factor (Unitless) f y (lb/in²) f ys (lb/in²) 3604997 4000 1 60000 60000 Design Code Parameters ϕ T ϕ C ϕ v ϕ v (Seismic) IP MAX IP MIN P MAX 0.9 0.65 0.75 0.6 0.04 0.0025 0.8 Pier Leg Location, Length and Thickness Station Location ID Left X 1 in Left Y 1 in Right X 2 in Right Y 2 in Length in Thickness in Top Leg 1 795 806 905 806 110 10 Bottom Leg 1 795 806 905 806 110 10 Flexural Design for P, M3 and M 2 Station D/C Flexural P u kip M u2 kip-ft M u3 kip-ft Top 0 DWalS4 0 0 0 Bottom 0.507 DWalS8 12.833 0 -754.5195 Shear Design Station Location ID Rebar in²/ft Shear Combo P u kip M u kip-ft V u kip ϕV c kip ϕV n kip Top Leg 1 0.3 DWalS8 0 0 53.894 104.355 228.105 Bottom Leg 1 0.3 DWalS8 12.833 -754.5195 53.894 122.949 221.949 Boundary Element Check (ACI 18.10.6.3, 18.10.6.4) Station Location ID Edge Length (in) Governing Combo P u kip M u kip-ft Stress Comp lb/in² Stress Limit lb/in² C Depth in C Limit in Top–Left Leg 1 Not Required DWalS4 0 0 0 800 Top–Right Leg 1 Not Required DWalS4 0 0 0 800 Bottom–Left Leg 1 Not Required DWalS3 20.854 752.7037 -428.93 800 Botttom–Right Leg 1 Not Required DWalS3 20.854 752.7037 466.85 800 426 of 427 Re b a r Sp a c i n g Le g X1 L e g Y1 L e g X2 L e g Y2 L e n g t h T h i c k n e s s Sh e a r Re b a r Co m p r e s s iv e St r e s s Le f t Co m p r e s s iv e St r e s s Ri g h t Co m p r e s s iv e St r e s s Li m i t Le f t Co m p r e s s iv e St r e s s Li m i t Ri g h t in i n i n i n i n i n i n i n ² / f t l b / i n ² l b / i n ² l b / i n ² l b / i n ² St o r y 1 W 1 1 T o p U n i f o r m # 5 # 5 1 2 0 T o p Le g 1 0 5 4 7 0 6 7 9 1 3 2 1 0 0 . 3 0 0 8 0 0 St o r y 1 W 1 1 B o t t o m U n i f o r m # 5 # 5 1 2 0 . 4 5 B o t t o m Le g 1 0 5 4 7 0 6 7 9 1 3 2 1 0 0 . 3 3 0 1 . 5 1 3 3 9 . 4 3 8 0 0 St o r y 1 W 1 2 T o p U n i f o r m # 5 # 5 1 2 0 T o p Le g 1 0 2 0 9 0 2 9 9 9 0 1 0 0 . 3 0 0 8 0 0 St o r y 1 W 1 2 B o t t o m U n i f o r m # 5 # 5 1 2 0 . 3 3 2 B o t t o m Le g 1 0 2 0 9 0 2 9 9 9 0 1 0 0 . 3 2 7 9 . 9 9 3 1 7 . 9 1 8 0 0 St o r y 1 W 3 1 T o p U n i f o r m # 5 # 5 1 2 0 T o p Le g 1 5 0 2 6 2 5 5 0 2 8 1 1 1 8 6 1 0 0 . 3 0 0 8 0 0 St o r y 1 W 3 1 B o t t o m U n i f o r m # 5 # 5 1 2 0 . 3 3 3 B o t t o m Le g 1 5 0 2 6 2 5 5 0 2 8 1 1 1 8 6 1 0 0 . 3 2 6 4 . 8 4 3 0 2 . 7 6 8 0 0 St o r y 1 W 7 1 T o p U n i f o r m # 5 # 5 1 2 0 T o p Le g 1 1 3 7 1 ‐5 1 3 7 1 3 5 1 3 5 6 1 2 0 . 3 6 0 0 8 0 0 St o r y 1 W 7 1 B o t t o m U n i f o r m # 5 # 5 1 2 0 . 1 1 B o t t o m Le g 1 1 3 7 1 ‐5 1 3 7 1 3 5 1 3 5 6 1 2 0 . 3 6 7 2 . 7 6 1 1 0 . 6 8 8 0 0 St o r y 1 W A 1 T o p U n i f o r m # 5 # 5 1 2 0 T o p Le g 1 3 4 8 1 0 5 6 5 6 1 1 0 5 6 2 1 3 1 0 0 . 3 0 0 8 0 0 St o r y 1 W A 1 B o t t o m U n i f o r m # 5 # 5 1 2 0 . 5 4 B o t t o m Le g 1 3 4 8 1 0 5 6 5 6 1 1 0 5 6 2 1 3 1 0 0 . 3 4 7 7 . 5 7 4 3 9 . 6 5 8 0 0 St o r y 1 W B 1 T o p U n i f o r m # 5 # 5 1 2 0 T o p Le g 1 6 8 1 8 0 6 7 2 3 8 0 6 4 2 1 0 0 . 3 0 0 8 0 0 St o r y 1 W B 1 B o t t o m U n i f o r m # 5 # 5 1 2 0 . 1 7 3 B o t t o m Le g 1 6 8 1 8 0 6 7 2 3 8 0 6 4 2 1 0 0 . 3 2 3 8 . 2 1 2 0 0 . 3 8 0 0 St o r y 1 W C 1 T o p U n i f o r m # 5 # 5 1 2 0 T o p Le g 1 1 1 8 1 6 9 4 1 2 1 6 6 9 4 3 5 1 0 0 . 3 0 0 8 0 0 St o r y 1 W C 1 B o t t o m U n i f o r m # 5 # 5 1 2 0 . 1 5 6 B o t t o m Le g 1 1 1 8 1 6 9 4 1 2 1 6 6 9 4 3 5 1 0 0 . 3 2 1 3 . 8 9 1 7 5 . 9 7 8 0 0 St o r y 1 W C 2 T o p U n i f o r m # 5 # 5 1 2 0 T o p Le g 1 1 3 2 4 6 9 4 1 3 5 9 6 9 4 3 5 1 0 0 . 3 0 0 8 0 0 St o r y 1 W C 2 B o t t o m U n i f o r m # 5 # 5 1 2 0 . 1 5 6 B o t t o m Le g 1 1 3 2 4 6 9 4 1 3 5 9 6 9 4 3 5 1 0 0 . 3 2 1 3 . 8 9 1 7 5 . 9 7 8 0 0 St o r y 1 W G 1 T o p U n i f o r m # 5 # 5 1 2 0 T o p Le g 1 1 1 7 0 1 6 9 0 5 2 1 0 0 . 3 0 0 8 0 0 St o r y 1 W G 1 B o t t o m U n i f o r m # 5 # 5 1 2 0 . 3 1 1 B o t t o m Le g 1 1 1 7 0 1 6 9 0 5 2 1 0 0 . 3 3 8 1 . 4 8 3 4 3 . 5 7 8 0 0 St o r y 1 W G 2 T o p U n i f o r m # 5 # 5 1 2 0 T o p Le g 1 2 4 1 0 3 0 5 0 6 4 1 0 0 . 3 0 0 8 0 0 St o r y 1 W G 2 B o t t o m U n i f o r m # 5 # 5 1 2 0 . 3 9 9 B o t t o m Le g 1 2 4 1 0 3 0 5 0 6 4 1 0 0 . 3 4 3 5 . 1 1 3 9 7 . 1 9 8 0 0 St o r y 1 W G 3 T o p U n i f o r m # 5 # 5 1 2 0 T o p Le g 1 3 7 7 0 4 2 9 0 5 2 1 0 0 . 3 0 0 8 0 0 St o r y 1 W G 3 B o t t o m U n i f o r m # 5 # 5 1 2 0 . 3 1 1 B o t t o m Le g 1 3 7 7 0 4 2 9 0 5 2 1 0 0 . 3 3 6 9 . 4 7 3 3 1 . 5 6 8 0 0 St o r y 1 W G 4 T o p U n i f o r m # 5 # 5 1 2 0 T o p Le g 1 6 6 5 0 7 1 7 0 5 2 1 0 0 . 3 0 0 8 0 0 St o r y 1 W G 4 B o t t o m U n i f o r m # 5 # 5 1 2 0 . 3 1 1 B o t t o m Le g 1 6 6 5 0 7 1 7 0 5 2 1 0 0 . 3 3 5 7 . 4 6 3 1 9 . 5 5 8 0 0 St o r y 1 W G 5 T o p U n i f o r m # 5 # 5 1 2 0 T o p Le g 1 7 8 9 0 8 5 3 0 6 4 1 0 0 . 3 0 0 8 0 0 St o r y 1 W G 5 B o t t o m U n i f o r m # 5 # 5 1 2 0 . 3 9 9 B o t t o m Le g 1 7 8 9 0 8 5 3 0 6 4 1 0 0 . 3 4 2 0 . 8 5 3 8 2 . 9 3 8 0 0 St o r y 1 W G 6 T o p U n i f o r m # 5 # 5 1 2 0 T o p Le g 1 9 2 5 0 9 7 7 0 5 2 1 0 0 . 3 0 0 8 0 0 St o r y 1 W G 6 B o t t o m U n i f o r m # 5 # 5 1 2 0 . 3 1 1 B o t t o m Le g 1 9 2 5 0 9 7 7 0 5 2 1 0 0 . 3 3 6 9 . 4 7 3 3 1 . 5 6 8 0 0 St o r y 1 W G 7 T o p U n i f o r m # 5 # 5 1 2 0 T o p Le g 1 1 2 1 3 0 1 2 6 5 0 5 2 1 0 0 . 3 0 0 8 0 0 St o r y 1 W G 7 B o t t o m U n i f o r m # 5 # 5 1 2 0 . 3 1 1 B o t t o m Le g 1 1 2 1 3 0 1 2 6 5 0 5 2 1 0 0 . 3 3 6 9 . 4 7 3 3 1 . 5 6 8 0 0 St o r y 1 W 1 3 T o p U n i f o r m # 5 # 5 1 2 0 T o p Le g 1 0 ‐3. 5 0 7 6 7 9 . 5 1 0 0 . 3 0 0 8 0 0 St o r y 1 W 1 3 B o t t o m U n i f o r m # 5 # 5 1 2 0 . 3 0 1 B o t t o m Le g 1 0 ‐3. 5 0 7 6 7 9 . 5 1 0 0 . 3 2 5 6 . 4 1 2 9 4 . 3 3 8 0 0 St o r y 1 W 8 1 T o p U n i f o r m # 5 # 5 1 2 0 T o p Le g 1 1 4 6 8 5 0 0 1 4 6 8 5 8 5 8 5 1 0 0 . 3 0 0 8 0 0 St o r y 1 W 8 1 B o t t o m U n i f o r m # 5 # 5 1 2 0 . 0 6 4 B o t t o m Le g 1 1 4 6 8 5 0 0 1 4 6 8 5 8 5 8 5 1 0 0 . 3 3 8 . 4 5 7 6 . 3 7 8 0 0 St o r y 1 W 8 2 T o p U n i f o r m # 5 # 5 1 2 0 T o p Le g 1 1 5 4 8 2 0 7 1 5 4 8 2 9 1 8 4 1 0 0 . 3 0 0 8 0 0 St o r y 1 W 8 2 B o t t o m U n i f o r m # 5 # 5 1 2 0 . 0 7 1 B o t t o m Le g 1 1 5 4 8 2 0 7 1 5 4 8 2 9 1 8 4 1 0 0 . 3 6 0 . 0 2 2 2 . 1 1 8 0 0 St o r y 1 W 8 3 T o p U n i f o r m # 5 # 5 1 2 0 T o p Le g 1 1 5 4 8 7 9 . 7 5 1 5 4 8 1 3 5 5 5 . 2 5 1 0 0 . 3 0 0 8 0 0 St o r y 1 W 8 3 B o t t o m U n i f o r m # 5 # 5 1 2 0 . 0 3 9 B o t t o m Le g 1 1 5 4 8 7 9 . 7 5 1 5 4 8 1 3 5 5 5 . 2 5 1 0 0 . 3 2 2 . 1 6 6 0 . 0 8 8 0 0 St o r y 1 W B 2 T o p U n i f o r m # 5 # 5 1 2 0 T o p Le g 1 7 9 5 8 0 6 9 0 5 8 0 6 1 1 0 1 0 0 . 3 0 0 8 0 0 St o r y 1 W B 2 B o t t o m U n i f o r m # 5 # 5 1 2 0 . 5 0 7 B o t t o m Le g 1 7 9 5 8 0 6 9 0 5 8 0 6 1 1 0 1 0 0 . 3 4 2 8 . 9 3 4 6 6 . 8 5 8 0 0 D/ C Ra t i o Pi e r Le g St o r y Pi e r La b e l St a t i o n De s i g n Ty p e Ed g e Re b a r En d Re b a r 427 of 427