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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
<br />DIVISION 5 -
<br />DIVISION 6 -
<br />DIVISION 4 -
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<br />SHEET TITLE
<br />PROJECT NUMBER
<br />REVISIONS
<br />NO.DATE NO.DATE
<br />HANNOUCHE ARCHITECTS
<br />EXPRESSLY RESERVES ITS COMMON LAW COPYRIGHT
<br />AND OTHER PROPERTY RIGHTS INHERENT IN
<br />THESE PLANS. ALL DRAWINGS, ELECTRONIC FILES,
<br />FIELD NOTES AND ASSOCIATED DOCUMENTS
<br />ARE INSTRUMENTS OF SERVICE AND ARE THE
<br />PROPERTY OF HANNOUCHE ARCHITECTS.
<br />ALL INFORMATION CONTAINED IN THESE DRAWINGS,
<br />ELECTRONIC FILES, FIELD NOTES AND ASSOCIATED
<br />DOCUMENTS IS PROJECT SPECIFIC AND SHALL NOT
<br />BE REPRODUCED, DISCLOSED, CHANGED, COPIED,
<br />OR USED OTHERWISE IN ANY FORM OR MANNER
<br />WHATSOEVER, WITHOUT FIRST OBTAINING THE
<br />EXPRESSED WRITTEN PERMISSION AND CONSENT
<br />OF HANNOUCHE ARCHITECTS.
<br />HANNOUCHE ARCHITECT c 2021
<br />HANNOUCHE
<br />ARCHITECTS
<br />949.261.2070
<br />SAMIR HANNOUCHE, ARCHITECT
<br />20250 SW ACACIA ST. #145 NEWPORT BEACH, CA 92660
<br />May 9, 2025
<br />1 CORR
<br />12/10/24
<br />BLDG
<br />A CORR
<br />3/18/25
<br />OCFA
<br />2 CORR
<br />4/09/25
<br />BLDG
<br />DATE SIGNED2
<br />3 CORR
<br />5/09/25
<br />BLDG
<br />THERMAL AND MOISTURE PROTECTION
<br />DIVISION 5 METALS
<br />DIVISION 14 CONVEYING SYSTEMS
<br />GENERAL DATA
<br />ELECTRICAL
<br />MECHANICAL
<br />TO AS OWNER/CLIENT THROUGHOUT THESE
<br />GENERAL CONSTRUCTION NOTES.
<br />XXXXXXXXXXXXX,
<br />DIVISION 1 -
<br />DIVISION 15
<br />DIVISION 16 -
<br />-
<br />SHALL BE REFERRED
<br />SPECIAL CONSTRUCTION
<br />FURNISHINGS
<br />EQUIPMENT
<br />SPECIALTIES
<br />FINISHES
<br />DOORS AND WINDOWS
<br />WOOD AND PLASTIC
<br />DIVISION 10
<br />DIVISION 11
<br />DIVISION 12
<br />DIVISION 13 -
<br />-
<br />-
<br />-
<br />-
<br />DIVISION 6
<br />DIVISION 7
<br />DIVISION 8
<br />DIVISION 9 -
<br />-
<br />-
<br />-
<br />MASONRY
<br />CONCRETE
<br />SITE WORK
<br />GENERAL DATA
<br />DIVISION 2
<br />DIVISION 3
<br />DIVISION 4
<br />DIVISION 1
<br />-
<br />-
<br />-
<br />-
<br />-
<br />DIVISION INDEX GENERAL DATADIVISION 1 -
<br />WOOD AND PLASTIC
<br />WOOD AND PLASTIC
<br />METALS
<br />MASONRY DIVISION 6 -
<br />(CONTINUED)(CONTINUED)
<br />GCR-1
<br />GENERAL
<br />CONSTRUCTION
<br />REQUIREMENTS
<br />SET FORTH IN THE CALIFORNIA BUILDING CODE (CURRENT EDITION), AND ALL APPLICABLE LOCAL
<br />ALL CONCRETE WORK (CAST-IN-PLACE) SHALL COMPLY AND CONFORM TO THE REQUIREMENTS
<br />REFER TO STRUCTURAL ENGINEER'S DRAWINGS AND GENERAL NOTES REGARDING MATERIAL
<br />REQUIREMENTS (VAPOR BARRIER, CONCRETE, REINFORCING STEEL ETC.).
<br />URAL ENGINEER'S DRAWINGS AND GENERAL NOTES, AND SHALL CONFORM TO THE REQUIRE-
<br />THE MINIMUM CONCRETE CLEAR COVERAGE OF REINFORCING STEEL SHALL BE PER THE STRUCT-
<br />MENTS SET FORTH IN THE CALIFORNIA BUILDING CODE (CURRENT EDITION).
<br />REFER TO THE STRUCTURAL ENGINEER'S DRAWINGS AND GENERAL NOTES REGARDING FOUN-
<br />IF THE FOUNDATION DESIGN IS TO BE "POST-TENSION", THE STRUCTURAL ENGINEER OR POST-
<br />TENSION ENGINEER SHALL PREPARE DRAWINGS AND CALCULATIONS REQUIRED TO OBTAIN
<br />BUILDING PERMIT. POST-TENSION DRAWINGS AND CALCULATIONS SHALL BE REVIEWED AND
<br />IT IS THE RESPONSIBILITY OF THE CLIENT, GENERAL CONTRACTOR, AND/OR SUBCONTRACTORS
<br />URAL ENGINEER'S DRAWINGS FOR SPECIFIC LOCATIONS AND REQUIREMENTS.
<br />ATED AND SECURELY HELD IN PLACE UNTIL CONCRETE HAS HARDENED. REFER TO STRUCT-
<br />ALL HARDWARE (BOLTS, ANCHORS, STRAPS, ETC.) AND INSERTS SHALL BE ACCURATELY LOC-
<br />TO REVIEW THE FOUNDATION PLANS AND FIELD LAYOUT TO CONFIRM FOUNDATION CONFORM-
<br />ANCE TO FLOOR PLAN, PRIOR TO COMMENCEMENT OF CONSTRUCTION. ALL FORM WORK
<br />SHALL BE SLOPED TO DRAIN AS INDICATED ON THE ARCHITECTURAL SLAB EDGE PLAN.
<br />ALL EXTERIOR CONCRETE FLAT WORK SHALL HAVE A "BROOM FINISH" (SLIP-RESISTANT) UNLESS
<br />THE CONCRETE SLAB OF THE BUILDING SHALL HAVE A "STEEL TROWEL" FINISH, AND
<br />INGS. ALL FLAT WORK SHALL BE SLOPED TO DRAIN, ALLOWING NO "PUDDLING" TO OCCUR.
<br />NOTED OTHERWISE ON THE CIVIL ENGINEER'S DRAWINGS OR LANDSCAPE ARCHITECT'S DRAW-
<br />CONFORM TO THE REQUIREMENTS SET FORTH IN THE CALIFORNIA BUILDING CODE (CURRENT
<br />THE MATERIALS, DESIGN, CONSTRUCTION, AND QUALITY ASSURANCE OF ALL MASONRY SHALL
<br />FOR INTERIOR VENEER, MAY BE EXEMPTED IF APPROVED BY THE BUILDING OFFICIAL. EXT-
<br />ALL MASONRY VENEER AND ITS APPLICATION SHALL CONFORM TO THE REQUIREMENTS SET
<br />ADJACENT GROUND ELEVATION FOR EXTERIOR VENEER, OR THE FINISH FLOOR ELEVATION
<br />FORTH IN THE CALIFORNIA BUILDING CODE (CURRENT EDITION), AND ALL APPLICABLE STATE
<br />AND LOCAL CODES. WAINSCOTS NOT EXCEEDING 4 FEET IN HEIGHT MEASURED ABOVE THE
<br />THAN 30 FEET IN HEIGHT ABOVE THE NONCOMBUSTIBLE FOUNDATION, UNLESS APPROVED BY
<br />ERIOR VENEER SHALL NOT BE ATTACHED TO WOOD-FRAME CONSTRUCTION AT A POINT MORE
<br />CATORS AND SHALL BE PERFORMED FOLLOWING ALL MANUFACTURER'S SPECIFICATIONS AND
<br />ALL NON-STRUCTURAL MANUFACTURED VENEER SHALL BE INSTALLED BY EXPERIENCED APPLI-
<br />REFER TO STRUCTURAL ENGINEER'S DRAWINGS AND CALCULATIONS REGARDING ALL STRUCT-
<br />URAL INFORMATION AND ANY REQUIREMENTS SPECIFIC TO THIS PROJECT.
<br />LEAVE ALL MASONRY EDGES FREE AND CLEAN OF ANY MORTAR, AND WITHOUT ANY VISIBLE
<br />THE CONTRACT DOCUMENTS. CARE SHALL BE TAKEN BY THE MASONRY CONTRACTOR, TO
<br />ALL MASONRY SHALL BE INSTALLED LEVEL, TRUE, PLUMB, AND NEATLY IN ACCORDANCE WITH
<br />UPON COMPLETION OF THE MASONRY WORK, THE MASONRY CONTRACTOR SHALL WASH AND
<br />ALL REINFORCING BARS AT SPLICES WITHIN CONCRETE SHALL LAP PER THE STRUCTURAL ENG-
<br />THE QUALITY, TESTING, DESIGN, FABRICATION, AND ERECTION OF STEEL SHAPES AND PLATES
<br />USED STRUCTURALLY IN BUILDINGS OR STRUCTURES SHALL CONFORM TO THE REQUIREMENTS
<br />SET FORTH IN THE CALIFORNIA BUILDING CODE (CURRENT EDITION) AND "AMERICAN SOCIETY
<br />STRENGTH BOLTS, NUTS, AND SCREWS SHALL CONFORM TO ASTM A307, GRADE A.
<br />STEEL PIPE COLUMNS SHALL CONFORM TO THE ASTM A53, GRADE B, TYPE E OR S. ORDINARY
<br />FOR TESTING AND MATERIALS" (ASTM) A36, AS WELL AS ALL APPLICABLE STATE AND
<br />ORNAMENTAL METAL SHALL BE AS DRAWN AND/OR DESCRIBED IN THE CONTRACT DOCUMENTS.
<br />SHOP DRAWINGS PREPARED BY THE FABRICATOR SHALL BE SUBMITTED TO THE ARCHITECT
<br />REFER TO STRUCTURAL ENGINEER'S DRAWINGS AND CALCULATIONS FOR ATTACHMENT AND
<br />FOR REVIEW AND APPROVAL. ALL WELDED SURFACES SHALL BE GROUND SMOOTH PRIOR TO
<br />EXCEPT THAT BARS SIZED NO. 4 AND SMALLER MAY BE GRADE 40.
<br />STEEL REINFORCING BARS SHALL CONFORM TO ASTM A615. BARS SHALL BE GRADE 60
<br />SHALL COMPLY WITH THE SPECIFICATIONS AND REQUIREMENTS SET FORTH BY THE "AMERICAN
<br />ALL WELDS SHALL BE GROUND SMOOTH AND ALL WELD SPLATTER REMOVED. ALL WELDS
<br />REFER TO STRUCTURAL ENGINEER'S DRAWINGS AND CALCULATIONS REGARDING ALL STRUCT-
<br />URAL INFORMATION AND ANY REQUIREMENTS SPECIFIC TO THIS PROJECT.
<br />APPARENT DURING GRADING OR FOUNDATION CONSTRUCTION. FINISH GRADES SHALL DRAIN
<br />ALL FOOTINGS SHALL REST ON FIRM NATURAL SOIL OR APPROVED COMPACTED FILL. REFER
<br />TO CURRENT GEOTECHNICAL INFORMATION CONCERNING SPECIFIC RECOMMENDATIONS AND
<br />AWAY FROM ALL BUILDING FOOTINGS.
<br />FOOTINGS
<br />ANY SPECIAL CONDITIONS.
<br />GUARDRAILS/ HANDRAILS
<br />WELDING SOCIETY".
<br />STRUCTURAL REQUIREMENTS
<br />5.6
<br />5.5
<br />ARCHITECTURAL CONTRACT DOCUMENTS. FAILURE TO NOTIFY THE ARCHITECT IN WRITING
<br />SHALL RESULT IN THE CLIENT, GENERAL CONTRACTOR, AND/OR SUBCONTRACTORS, BEING HELD
<br />DISCREPANCIES OR CONFLICTS BETWEEN THE STRUCTURAL DRAWINGS/CALCULATIONS, AND THE
<br />STRUCTURAL INFORMATION. THE CLIENT SHALL NOTIFY THE ARCHITECT IN WRITING OF ANY
<br />ANY QUESTIONS CONCERNING LUMBER GRADES, BEAM AND HEADER SIZES, FOOTING AND FOUN-
<br />AND ROOF AND/OR FLOOR TRUSS DESIGN) AND ASSOCIATED CALCULATIONS, REGARDING
<br />DATION INFORMATION, AND SHEAR REQUIREMENTS, AS WELL AS ANY AND ALL ADDITIONAL
<br />TO REFER TO THE CURRENT STRUCTURAL DRAWINGS (INCLUDING, POST-TENSION SLAB DESIGN
<br />ANY DISCREPANCIES OR CONFLICTS BETWEEN THE CIVIL DRAWINGS, AND THE ARCHITECTURAL
<br />ISSUES, INCLUDING GRADING AND POSITIONING OF STRUCTURE IN RELATIONSHIP TO PROPERTY
<br />LINES, SETBACKS, EASEMENTS, ETC. THE CLIENT SHALL NOTIFY THE ARCHITECT IN WRITING OF
<br />CONTRACT DOCUMENTS. FAILURE TO NOTIFY THE ARCHITECT IN WRITING SHALL RESULT IN THE
<br />CLIENT, GENERAL CONTRACTOR AND/OR SUBCONTRACTORS, BEING HELD RESPONSIBLE FOR
<br />IT IS THE RESPONSIBILITY OF THE CLIENT, GENERAL CONTRACTOR, AND/OR SUBCONTRACTORS
<br />TO REFER TO THE CURRENT CIVIL DRAWINGS REGARDING ANY QUESTIONS CONCERNING SITE
<br />THE WORK TO BE PERFORMED, AND SHALL VERIFY THE ACCURACY OF ALL GRADES, ELEVA-
<br />THE CLIENT SHALL BE RESPONSIBLE FOR VISITING THE JOB SITE PRIOR TO COMMENCEMENT OF
<br />TIONS, CONDITIONS, AND DIMENSIONS, TO ASSURE THE ORDERLY PROGRESS OF THE WORK.
<br />CLEAN AND FREE OF ANY ACCUMULATED WASTE MATERIALS AND DEBRIS CAUSED BY THE
<br />IT IS THE RESPONSIBILITY OF THE CLIENT TO MAINTAIN THE PROJECT JOB SITE PREMISES
<br />WITH ALL APPLICABLE FEDERAL, STATE AND LOCAL INDUSTRIAL SAFETY REGULATIONS, AND
<br />WORK. UPON COMPLETION OF THE PROJECT, OR PORTION THEREOF, THE JOB SITE PREMISES
<br />IT IS THE RESPONSIBILITY OF THE CLIENT TO MAINTAIN THE PROJECT JOB SITE IN ACCORDANCE
<br />ALONG WITH ANY SUBSEQUENT UPDATE ADDENDUMS, IN AN EFFORT TO PROVIDE CRITERIA
<br />IT IS THE RESPONSIBILITY OF THE CLIENT TO REFER TO THE CURRENT GEOTECHNICAL INFOR-
<br />MATION (SOILS, COMPACTING, AND GEOTECHNICAL REPORTS AND ADDENDUMS), CONCERNING
<br />ANY INFORMATION REGARDING SUBSURFACE CONDITIONS AND RECOMMENDATIONS. THE
<br />CLIENT SHALL PROVIDE THE GEOTECHNICAL INFORMATION TO THE STRUCTURAL ENGINEER(S)
<br />DRAINAGE INFORMATION. THE CLIENT, GENERAL CONTRACTOR, AND/OR SUBCONTRACTORS
<br />DRAWINGS CONCERNING ALL EXCAVATION, FILL AND BACKFILL, AND GENERAL GRADING AND
<br />INFORMATION, AND LOCAL GRADING ORDINANCES. REFER TO CURRENT CIVIL ENGINEER'S
<br />ALL EARTHWORK SHALL BE PERFORMED IN CONFORMANCE WITH THE CURRENT GEOTECHNICAL
<br />SHALL NOTIFY THE GEOTECHNICAL ENGINEER SHOULD ANY UNUSUAL CONDITION BECOME
<br />SHALL BE LEFT CLEAN AND READY FOR OCCUPANCY.
<br />NECESSARY TO COMPLETE THE STRUCTURAL DESIGN OF THE PROJECT.
<br />SITE WORK
<br />EARTHWORK
<br />OSHA REGULATIONS.
<br />SUBSURFACE INVESTIGATION
<br />DIVISION 2 -
<br />RESPONSIBLE FOR THE RESULTS OF ANY SUCH DISCREPANCIES OR CONFLICTS.
<br />THE RESULTS OF ANY SUCH DISCREPANCIES OR CONFLICTS.
<br />JOB SITE CONDITIONS
<br />MAINTENANCE AND CLEANING
<br />CIVIL ENGINEERING
<br />STRUCTURAL METAL
<br />ORNAMENTAL METAL
<br />PRIMING AND PAINTING.
<br />CONNECTION INFORMATION.
<br />WELDED WIRE FABRIC SHALL CONFORM TO ANSI/ASTM A185.
<br />REINFORCING STEEL
<br />WELDING5.4
<br />5.3
<br />5.2
<br />LOCAL CODES.
<br />5.1
<br />STRUCTURAL REQUIREMENTS
<br />GROUT OR MORTAR STAINS.
<br />CLEAN ALL MASONRY.
<br />WORKMANSHIP
<br />CLEANUP4.6
<br />4.5
<br />REQUIREMENTS.
<br />4.4
<br />HANNOUCHE ARCHITECTS ("ARCHITECT") SHALL NOT BE RESPONSIBLE OR GUARANTEE
<br />OF ANY DISCREPANCIES DISCOVERED BETWEEN THE CODE REQUIREMENTS AND THE CONSTR-
<br />PRIOR TO COMMENCEMENT OF CONSTRUCTION, AND SHALL NOTIFY THE ARCHITECT IN WRITING
<br />GENERAL CONTRACTOR, AND/OR SUBCONTRACTORS SHALL VERIFY ALL CODE REQUIREMENTS
<br />STANDARDS, ORDINANCES, LAWS AND/OR AMENDMENTS, HAVING JURISDICTION. THE CLIENT,
<br />IN ACCORDANCE WITH ALL APPLICABLE (CURRENT EDITION) CODES, RULES REGULATIONS,
<br />THE CLIENT, GENERAL CONTRACTOR, AND/OR SUBCONTRACTORS, SHALL PERFORM ALL WORK
<br />TRACTOR, AND/OR SUB CONTRACTORS, OF THEIR CONTRACTUAL RESPONSIBILITIES TO COM-
<br />THE PERFORMANCE OF THE CLIENT, GENERAL CONTRACTOR, AND/OR SUBCONTRACTORS AND
<br />NO PROVISIONS OF THE CONTRACT DOCUMENTS SHALL RELIEVE THE CLIENT, GENERAL CON-
<br />GENERAL CONTRACTOR, AND/OR SUBCONTRACTORS SHALL TAKE ALL MEASURES TO MITIGATE,
<br />SHIELD, OR PROTECT THE PROJECT FROM DEFECTIVE AND/OR HAZARDOUS CONDITIONS.
<br />WRITING OF SUCH FACT. IF WORK IS PERFORMED AS DESCRIBED OR SHOWN IN THE DRAWINGS
<br />THE PROJECT DRAWINGS AND GENERAL NOTES ARE INTENDED TO SHOW AND DESCRIBE THE
<br />GENERAL SCOPE OF WORK FOR THE PROJECT, AND ARE PROVIDED FOR GENERAL INFOR-
<br />MATION ONLY. SPECIFICATIONS, PARTS AND DETAILS NOT FULLY DESCRIBED OR SHOWN ON
<br />CLIENT IN ACCORDANCE WITH INDUSTRY STANDARD, FIRST CLASS PRACTICES. IF ANY
<br />DRAWINGS OR GENERAL NOTES ARE FOUND TO BE UNCLEAR, UNSOUND, UNSAFE, OR NOT MOIST-
<br />THE DRAWINGS OR GENERAL NOTES, SHALL BE PROVIDED, DETAILED AND EXECUTED BY THE
<br />TURE-PROTECTED, IT IS THE RESPONSIBILITY OF THE CLIENT TO NOTIFY THE ARCHITECT IN
<br />SUCH DOCUMENTATION SHALL INCLUDE ALL APPROVED CHANGE ORDERS, REVISION
<br />BY THE CLIENT, GENERAL CONTRACTOR, AND/OR SUBCONTRACTOR. THE CLIENT SHALL MAIN-
<br />AND/OR GENERAL NOTES, IT SHALL BE ASSUMED THAT THERE IS NO OBJECTION TO THE WORK
<br />TAIN A COMPLETE AND CURRENT SET OF CONTRACT DOCUMENTS AT THE PROJECT SITE, AND
<br />SHALL BE PROVIDED TO THE CLIENT PRIOR TO THE RE-COMMENCEMENT OF WORK AFFECTED
<br />DISCOVERY OF ERROR OR OMISSION WHICH MAY OCCUR IN THE CONTRACT DOCUMENTS. UPON
<br />NOTIFICATION, THE ARCHITECT SHALL PREPARE WRITTEN RESPONSE INSTRUCTIONS WHICH
<br />BY THE ERROR AND/OR OMISSION. FAILURE TO NOTIFY THE ARCHITECT IN WRITING SHALL
<br />RESULT IN THE CLIENT, GENERAL CONTRACTOR, AND/OR SUBCONTRACTORS, BEING HELD
<br />FOR THE PROJECT. IF ANY DISCREPANCIES OR CONFLICTS ARISE REGARDING DIMENSIONAL
<br />INFORMATION PERTAINING TO THE CONTRACT DOCUMENTS, IT IS THE RESPONSIBILITY OF THE
<br />TO THE COMMENCEMENT OF WORK OR FABRICATION OF MATERIALS OR PRODUCTS ORDERED
<br />THE CLIENT, GENERAL CONTRACTOR, AND/OR SUBCONTRACTORS, SHALL CHECK THE ACCURACY
<br />OF ALL DIMENSIONS AND REQUIRED MATERIAL AND FINISH CLEARANCES, IN THE FIELD PRIOR
<br />IT IS THE RESPONSIBILITY OF THE CLIENT TO NOTIFY THE ARCHITECT IN WRITING, PRIOR TO THE
<br />VIDED AS THOUGH SET FORTH IN BOTH, AND SHALL NOT CONSTITUTE AS OMISSION.
<br />CONSEQUENTLY, ANY INFORMATION CALLED OUT IN ONE BUT NOT THE OTHER SHALL BE PRO-
<br />WAIVED SUCH ERRORS AND/OR OMISSIONS AND THE COSTS OF RECTIFYING THEM. THE
<br />RESPONSIBLE FOR THE RESULTS OF ANY ERRORS AND/OR OMISSIONS, AND SHALL HAVE
<br />DRAWINGS AND GENERAL NOTES SHALL BE CONSIDERED AS COMPLIMENTARY TO EACH OTHER.
<br />COMMENCEMENT OF CONSTRUCTION OR FABRICATION OF MATERIALS OR PRODUCTS, ANY
<br />IT IS THE RESPONSIBILITY OF THE CLIENT, GENERAL CONTRACTOR, AND/OR SUBCONTRACTOR
<br />UCTION DOCUMENTS. UNLESS INDICATED OTHERWISE, BY THE CODE REQUIREMENTS, THE CLIENT,
<br />MEMORANDUM, MODIFICATIONS, AND/OR ADDENDA TO SUCH WRITINGS.
<br />CLIENT TO NOTIFY THE ARCHITECT IN WRITING OF SUCH FACT.
<br />STRUCTURAL ENGINEERING
<br />FIGURED DIMENSIONS
<br />ERRORS AND OMISSIONS
<br />DRAWINGS AND GENERAL NOTES
<br />PLETE THEIR SCOPE OF WORK.
<br />CODE REQUIREMENTS
<br />EDITION), AND ALL APPLICABLE STATE AND LOCAL CODES.
<br />CODE COMPLIANCE
<br />MASONRY VENEER
<br />THE BUILDING OFFICIAL.
<br />MANUFACTURED (SIMULATED) STONE/BRICK VENEER4.3
<br />4.2
<br />4.1
<br />FOUNDATION DESIGN
<br />DATION DESIGN REQUIREMENTS.
<br />APPROVED BY THE PROJECT STRUCTURAL ENGINEER.
<br />SHALL CONFORM TO PLAN DIMENSIONS.
<br />INEER'S DRAWINGS AND GENERAL NOTES.
<br />FINISHING3.6
<br />WORKMANSHIP3.5
<br />3.4
<br />JECT. THE CLIENT SHALL BE RESPONSIBLE FOR OBTAINING AND PAYING FOR ALL PERMITS,
<br />SUCH IN THE ARCHITECTURAL SERVICES AGREEMENT, SPECIFICALLY PERTAINING TO THIS PRO-
<br />THE OWNER ("CLIENT") SHALL BE REFERRED TO AS THE PERSON OR ENTITY IDENTIFIED AS
<br />FEES AND LICENSES, AND SHALL PERFORM ALL WORK ASSOCIATED WITH THE CONSTRUCTION
<br />OF THIS PROJECT, IN ACCORDANCE WITH THE "CONTRACT DOCUMENTS" WHICH CONSIST OF THE
<br />ARCHITECTURAL SERVICES AGREEMENT, APPROVED CHANGE ORDERS, REVISION MEMORANDUM,
<br />MODIFICATIONS, AND/OR ADDENDA TO SUCH WRITINGS. EXCEPT AS OTHERWISE SPECIFICALLY
<br />STATED IN THE CONTRACT DOCUMENTS, THE CLIENT SHALL BE RESPONSIBLE FOR THE COORDIN-
<br />ATION AND COMPENSATION OF THE GENERAL CONTRACTOR, AND SUBCONTRACTORS REQUIRED
<br />TO FURNISH ALL LABOR, EQUIPMENT, MATERIALS, AND PERFORM ALL WORK NECESSARY,
<br />INDICATED, REASONABLY INFERRED, OR REQUIRED BY ANY AND ALL CODES WITH JURIS-
<br />DICATION, TO COMPLETE THEIR SCOPE OF WORK FOR A COMPLETE A PROPER FINISHED JOB.
<br />GENERAL
<br />AND STATE CODES, ORDINANCES, AND REQUIREMENTS.
<br />DIVISION 3 -
<br />CODE REQUIREMENTS
<br />REINFORCING STEEL3.3
<br />MATERIALS3.2
<br />3.1
<br />CONCRETE
<br />HAVE FIRE BLOCKS OF BATTS OR BLANKETS OF MATERIAL OR GLASS FIBER OR OTHER
<br />WALLS HAVING PARALLEL OR STAGGERED STUDS FOR SOUND TRANSMISSION CONTROL, SHALL
<br />DRAFT STOPS SHALL BE PROVIDED IN THE FOLLOWING LOCATIONS,
<br />FLOOR AND CEILING
<br />APPROVED FLEXIBLE MATERIALS.
<br />1. SINGLE-FAMILY DWELLINGS.
<br />SMOKE-ACTUATED FIRE DAMPERS ARE INSTALLED AT THOSE LEVELS.
<br />EXCEPTION: FIREBLOCKS MAY BE OMITTED AT FLOOR AND CEILING LEVELS WHEN APPROVED
<br />ENDS OF WOOD GIRDERS ENTERING MASONRY OR CONCRETE WALLS, SHALL BE PROVIDED
<br />WITH A 1/2 INCH AIR SPACE ON TOPS, SIDES, AND ENDS, UNLESS APPROVED WOOD OF NATU-
<br />RAL RESISTANCE TO DECAY OR PRESERVATIVELY TREATED WOOD IS USED.
<br />NATURAL RESISTANCE TO DECAY. WHERE LOCATED ON CONCRETE SLABS PLACED ON EARTH,
<br />6 INCHES TO EARTH, SHALL BE PRESERVATIVELY TREATED WOOD OR APPROVED WOOD OF
<br />WOOD SHALL BE PRESERVATIVELY TREATED WOOD OR APPROVED WOOD OF NATURAL
<br />ALL WOOD USED IN CONSTRUCTION OF PERMANENT STRUCTURES AND LOCATED NEARER THAN
<br />AND LOCATED ON CONCRETE HAVING A MINIMUM THICKNESS OF 3 INCHES WITH AN IMPERVIOUS
<br />RESISTANCE TO DECAY. WHERE NOT SUBJECT TO WATER SPLASH OR TO EXTERIOR MOISTURE,
<br />MEMBRANE INSTALLED BETWEEN CONCRETE AND EARTH, THE WOOD MAY BE UNTREATED.
<br />IN COMBUSTIBLE CONSTRUCTION, FIRE BLOCKING AND DRAFT STOPPING SHALL BE INSTALLED
<br />TO CUT OFF ALL CONCEALED DRAFT OPENINGS (BOTH VERTICAL AND HORIZONTAL) AND
<br />SHALL FORM AN EFFECTIVE BARRIER BETWEEN FLOORS, BETWEEN A TOP STORY AND A ROOF
<br />OR ATTIC SPACE, AND SHALL SUBDIVIDE ATTIC SPACES, CONCEALED ROOF SPACES, AND
<br />FLOOR-CEILING ASSEMBLIES. THE INTEGRITY OF ALL FIRE BLOCKS AND DRAFT STOP SHALL
<br />FIRE BLOCKING SHALL BE PROVIDED IN THE FOLLOWING LOCATIONS:
<br />1. IN CONCEALED SPACES OF STUD WALLS AND PARTITIONS, INCLUDING FURRED SPACES, AT
<br />THE CEILING AND FLOOR LEVELS, AND AT 10 FOOT INTERVALS BOTH VERTICAL AND
<br />2. AT ALL INTERCONNECTIONS BETWEEN CONCEALED VERTICAL AND HORIZONTAL SPACES
<br />SUCH AS OCCUR AT SOFFITS, DROP CEILINGS, AND COVE CEILINGS.
<br />3. IN CONCEALED SPACES BETWEEN STAIR STRINGERS AT THE TOP AND BOTTOM OF THE RUN
<br />AND BETWEEN STUDS ALONG AND IN LINE WITH THE RUN OF STAIRS IF THE WALLS UNDER
<br />THAT AFFORD A PASSAGE FOR FIRE AT CEILING AND FLOOR LEVELS, WITH NONCOMBUST-
<br />4. IN OPENINGS AROUND VENTS, PIPES, DUCTS, CHIMNEYS, FIREPLACE, AND SIMILAR OPENINGS
<br />5. AT OPENINGS BETWEEN ATTIC SPACES AND CHIMNEY CHASES FOR FACTORY-BUILT
<br />6. WHERE WOOD SLEEPERS ARE USED FOR LAYING WOOD FLOORING ON MASONRY OR CONC-
<br />RETE FIRE-RESISTIVE FLOORS, THE SPACE BETWEEN THE FLOOR SLAB AND THE UNDERSIDE
<br />OF THE WOOD FLOORING, SHALL BE FILLED WITH NONCOMBUSTIBLE MATERIAL OR FIRE
<br />BLOCKED IN SUCH A MANNER THAT THERE WILL BE NO OPEN SPACES UNDER THE FLOORING
<br />THAT WILL EXCEED 100 SQUARE FEET IN AREA, AND SUCH SPACE SHALL BE FILLED
<br />SOLIDLY UNDER ALL PERMANENT PARTITIONS SO THAT THERE IS NO COMMUNICATION
<br />UNDER THE FLOORING BETWEEN ADJOINING ROOMS.
<br />23/32 INCH WOOD STRUCTURAL PANEL WITH JOINTS BACKED BY 23/32 INCH WOOD STRUCT-
<br />THICKNESSES OF 1 INCH NOMINAL LUMBER WITH BROKEN LAP JOINTS OR ONE THICKNESS OF
<br />FIRE BLOCKING WHEN MADE OF WOOD, SHALL CONSIST OF 2 INCHES NOMINAL LUMBER OR TWO
<br />URAL PANEL OR ONE THICKNESS OF 3/4 INCH TYPE 2-M PARTICLEBOARD WITH JOINTS
<br />BACKED BY 3/4 INCH TYPE 2-M PARTICLEBOARD.
<br />MANNER INTENDED FOR USE TO DEMONSTRATE ITS' ABILITY TO REMAIN IN PLACE AND TO
<br />SHALL NOT BE USED AS A FIRE BLOCK UNLESS SPECIFICALLY TESTED IN THE FORM AND
<br />FIREBLOCKS MAY ALSO BE OF GYPSUM BOARD, CEMENT FIBER BOARD, BATTS OR BLANKETS
<br />ON MINERAL OR GLASS FIBER, OR OTHER APPROVED MATERIALS INSTALLED IN SUCH A
<br />MANNER AS TO BE SECURELY RETAINED IN PLACE. LOOSE FILL INSULATION MATERIAL
<br />RETARD THE SPREAD OF FIRE AND HOT GASES.
<br />THE STAIRS ARE UNFINISHED.
<br />CHIMNEYS.
<br />IBLE MATERIALS.
<br />FIRE BLOCKS AND DRAFT STOPS
<br />BE MAINTAINED.
<br />6.1.4
<br />HORIZONTAL.
<br />THE STRENGTH AND RIGIDITY NECESSARY FOR THE PURPOSES FOR WHICH THEY ARE USED.
<br />SILLS WHEN SPECIFICALLY APPROVED BY THE BUILDING OFFICIAL.
<br />TERMITE DAMAGE IS SLIGHT, ANY SPECIES OF WOOD PERMITTED BY THIS CODE MAY BE USED FOR
<br />WHEN SPECIFICALLY APPROVED BY THE BUILDING OFFICIAL. IN TERRITORIES WHERE HAZARD OF
<br />IN TERRITORIES SUBJECT TO MODERATE HAZARD, WHERE TERMITE DAMAGE IS NOT FREQUENT AND
<br />ALL MARKED OR BRANDED BY AN APPROVED AGENCY. FOUNDATION CEDAR OR NO.2 FOUND-
<br />ATION REDWOOD MARKED OR BRANDED BY AN APPROVED AGENCY MAY BE USED FOR SILLS
<br />ALL FRAMING SHALL BE CONSTRUCTED WITH ALL JOINTS TRUE, TIGHT, AND WELL NAILED OR
<br />BOLTED, AS REQUIRED. ALL HORIZONTAL MEMBERS SUBJECT TO BENDING SHALL BE SET WITH
<br />CROWN UP, AND SHALL NOT BE SPLICED BETWEEN BEARING. WHENEVER FEASIBLE, ALL
<br />MEMBERS SHALL HAVE SOLID BEARING WITHOUT BEING SHIMMED. INTERIOR AND EXTERIOR
<br />ANGLES SHALL BE PROPERLY FRAMED TO RECEIVE INTERIOR AND EXTERIOR FINISH WORK.
<br />STRUCTURES THAT ARE EMBEDDED IN CONCRETE OR MASONRY IN DIRECT CONTACT WITH EARTH
<br />ROUND OR RECTANGULAR POSTS, POLES, AND SAWN TIMBER COLUMNS SUPPORTING PERMANENT
<br />CONTINUOUSLY BELOW THE GROUNDWATER LINE OR CONTINUOUSLY SUBMERGED IN FRESH WATER.
<br />ALL WOOD EMBEDDED IN THE GROUND OR IN DIRECT CONTACT WITH THE EARTH AND USED FOR
<br />THE SUPPORT OF PERMANENT STRUCTURES, SHALL BE PRESERVATIVELY TREATED WOOD UNLESS
<br />OR EMBEDDED IN CONCRETE OR MASONRY EXPOSED TO THE WEATHER, SHALL BE PRESERV-
<br />ATIVELY TREATED WOOD. THE WOOD SHALL BE TREATED FOR GROUND CONTACT.
<br />JOISTS, AND SUBFLOOR, SHALL BE PRESERVATIVELY TREATED WOOD OR APPROVED WOOD OF
<br />PERIPHERY OF THE BUILDING FOUNDATION, THE FLOOR ASSEMBLY, INCLUDING POSTS, GIRDERS,
<br />TO EXPOSED GROUND IN CRAWL SPACES OR UNEXCAVATED AREAS LOCATED WITHIN THE
<br />LOCATED CLOSER THAN 18 INCHES, OR WOOD GIRDERS ARE LOCATED CLOSER THAN 12 INCHES
<br />WHEN WOOD JOISTS OR THE BOTTOM OF WOOD STRUCTURAL FLOORS WITHOUT JOISTS ARE
<br />NATURAL RESISTANCE TO DECAY AS DEFINED IN THE CALIFORNIA BUILDING CODE (CURRENT
<br />WHEN THE ABOVE UNDER FLOOR CLEARANCES ARE REQUIRED, THE UNDER-FLOOR AREA SHALL
<br />BE ACCESSIBLE. ACCESSIBLE UNDER-FLOOR AREAS SHALL BE PROVIDED WITH A MINIMUM 18-
<br />INCH BY 24-INCH OPENING, UNOBSTRUCTED BY PIPES, DUCTS, AND SIMILAR CONSTRUCTION. ALL
<br />UNDER-FLOOR ACCESS OPENINGS SHALL BE EFFECTIVELY SCREENED OR COVERED. PIPES,
<br />DUCTS, AND OTHER CONSTRUCTION SHALL NOT INTERFERE WITH THE ACCESSIBILITY TO OR
<br />ONRY FOUNDATIONS, SHALL BE PRESERVATIVELY TREATED WOOD OR FOUNDATION REDWOOD,
<br />WHICH ARE IN DIRECT CONTACT WITH EARTH, AND SILLS THAT REST ON CONCRETE OR MAS-
<br />ALL FOUNDATION PLATES OR SILLS AND SLEEPERS ON A CONCRETE OR MASONRY SLAB,
<br />COLUMNS AND POSTS LOCATED ON CONCRETE OR MASONRY FLOORS OR DECKS EXPOSED TO
<br />THE WEATHER, OR TO WATER SPLASH, OR IN BASEMENTS AND THAT SUPPORT PERMANENT
<br />STRUCTURES, SHALL BE SUPPORTED BY CONCRETE PIERS OR METAL PEDESTALS PROJECTING
<br />ATIVELY TREATED WOOD IS USED. THE PEDESTALS SHALL PROJECT AT LEAST 6 INCHES
<br />ABOVE FLOORS UNLESS APPROVED WOOD OF NATURAL RESISTANCE TO DECAY OR PRESERV-
<br />ABOVE EXPOSED EARTH AND AT LEAST 1 INCH ABOVE SUCH FLOORS. INDIVIDUAL CONCRETE
<br />OR MASONRY PIERS SHALL PROJECT AT LEAST 8 INCHES ABOVE EXPOSED GROUND UNLESS
<br />TANCE TO DECAY OR PRESERVATIVELY TREATED WOOD IS USED.
<br />THE COLUMNS OR POSTS THAT THEY SUPPORT, ARE OF APPROVED WOOD OF NATURAL RESIS-
<br />REFER TO STRUCTURAL ENGINEER'S DRAWINGS AND CALCULATIONS REGARDING LUMBER
<br />GRADES, BEAM AND HEADER SIZES, SHEATHING, SHEAR REQUIREMENTS, FRAMING ANCHORS,
<br />FASTENERS, ROUGH HARDWARE, AND ANY AND ALL ADDITIONAL STRUCTURAL FRAMING
<br />EDITION).
<br />WITHIN UNDER-FLOOR AREAS.
<br />INFORMATION.
<br />6.1.3 DECAY AND TERMITE PROTECTION
<br />BOARD SIDING (WHEN USED STRUCTURALLY), PILES AND POLES (AS REGULATED), SHALL CON-
<br />TIMBER, END-JOINTED LUMBER, FIBERBOARD SHEATHING (WHEN USED STRUCTURALLY), HARD-
<br />ALL LUMBER, WOOD STRUCTURAL PANELS, PARTICLE BOARD, STRUCTURAL GLUE-LAMINATED
<br />FORM TO THE REQUIREMENTS SET FORTH IN THE CALIFORNIA BUILDING CODE (CURRENT EDITION)
<br />BY THE GRADE MARK OR CERTIFICATE OF INSPECTION ISSUED BY AN APPROVED AGENCY.
<br />CHAPTER 23, AND ALL APPLICABLE STATE AND LOCAL CODES, AND SHALL BE SO IDENTIFIED
<br />SHALL CONFORM TO ACCEPTED ENGINEERING PRACTICES AND TO THE REQUIREMENTS SET
<br />PREPARATION, FABRICATION, AND INSTALLATION OF WOOD MEMBERS AND THEIR FASTENINGS,
<br />FORTH IN THE CALIFORNIA BUILDING CODE (CURRENT EDITION), AND ALL APPLICABLE STATE AND
<br />LOCAL CODES. ALL MEMBERS SHALL BE FRAMED, ANCHORED, TIED, AND BRACED TO DEVELOP
<br />ROUGH CARPENTRY
<br />GENERAL
<br />STRUCTURAL REQUIREMENTS6.1.2
<br />6.1.1
<br />6.1
<br />THE MOUNTING OF HANDRAILS SHALL BE SUCH THAT THE COMPLETED HANDRAIL AND SUPPORT-
<br />ING STRUCTURE ARE CAPABLE OF WITHSTANDING A LOAD OF AT LEAST 200 POUNDS (890 N)
<br />APPLIED IN ANY DIRECTION AT ANY POINT ON THE RAIL. THESE LOADS SHALL NOT BE ASSUMED
<br />INTERMEDIATE RAILS, PANEL FILLERS AND THEIR CONNECTIONS SHALL BE CAPABLE OF WITH-
<br />RIGHT ANGLES OVER THE ENTIRE TRIBUTARY AREA, INCLUDING OPENINGS AND SPACES BETWEEN
<br />STANDING A LOAD OF 25 POUNDS PER SQUARE FOOT (1.2 kN/m ) APPLIED HORIZONTALLY AT
<br />RAILS. REACTIONS DUE TO THIS LOADING NEED NOT BE COMBINED WITH THOSE OF IMPACT
<br />OPEN GUARDRAILS/HANDRAILS SHALL HAVE INTERMEDIATE RAILS OR AN ORNAMENTAL
<br />WHEN THERE IS USABLE SPACE ABOVE AND BELOW THE CONCEALED SPACE OF A FLOOR-
<br />CEILING ASSEMBLY IN A SINGLE-FAMILY DWELLING, DRAFT STOPS SHALL BE INSTALLED SO
<br />DRAFT STOPPING SHALL DIVIDE THE CONCEALED SPACE INTO APPROXIMATELY EQUAL
<br />THAT THE AREA OF THE CONCEALED SPACE DOES NOT EXCEED 1,000 SQUARE FEET.
<br />SEPARATING INDIVIDUAL DWELLING UNITS FROM EACH OTHER AND FROM OTHER AREAS.
<br />MORE THAN ONE DWELLING UNIT. SUCH DRAFT STOPS SHALL BE IN LINE WITH WALLS
<br />DRAFT STOPS SHALL BE INSTALLED IN FLOOR-CEILING ASSEMBLIES OF BUILDINGS HAVING
<br />2. TWO OR MORE DWELLING UNITS.
<br />AREAS.
<br />2.3
<br />GENERAL5.6.1
<br />2.2
<br />2.1
<br />1.9
<br />1.1
<br />1.6
<br />1.5
<br />1.4
<br />1.3
<br />1.2
<br />1.8
<br />1.7
<br />PATTERN SUCH THAT A SPHERE 4" DIAMETER CANNOT PASS THRU.
<br />TO ACT CUMULATIVELY WITH THOSE OF 6.5.2.
<br />INCREASES, SUCH AS CRANES.
<br />BALCONY RAILINGS AND GUARDRAILS
<br />5.6.3 HANDRAILS
<br />5.6.2
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