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Home My WebLink About215 W 4th St - PlanT-1.0 WATER CLOSETS (FIXTURES PER PERSON) MALE 1: 1-50 TYPE OF BUILDING OR OCCUPANCY RESTAURANT OCC. B FEMALE 1: 15 URINALS (FIXTURES PER PERSON) MALE - LAVATORIES (FIXTURES PER PERSON) MALE 1: 1-75 FEMALE 1: 1- 50 MALE 1 FEMALE 1 MIN. REQUIRED: PROVIDED:MALE - MALE 1 FEMALE 1 PLUMBING OCCUPANT LOAD FACTOR 30 / 2 =15 15 MALE l 15 FEMALE FD # & < NUMBER AND ANGLE @ AT A A.B. ANCHOR BOLT A.C. ASPHALTIC COVERING A.P. ACCESS PANEL A/C AIR CONDITIONING ACOUS ACOUSTIC ACT ACOUSTIC TILE ADJ ADJUSTABLE AFF ABOVE FINISH FLOOR ALT ALTER OR ALTERNATE ALUM ALUMINUM ANOD ANNODIZED APPROX APPROXIMATE ARCH ARCHITECTURE ASPH ASPHALT B B.U.R. BUILT UP ROOFING BD BOARD BITUM BITUMINOUS BLDG BUILDING BLK BLOCK BLKG BLOCKING BOT BOTTOM C C.B. CATCH BASIN CIP CAST-IN-PLACE CLG CEILING CLOS. CLOSET CLR CLEAR(ANCE) CMU CONCRETE MASONRY UNIT COL COLUMN CONC CONCRETE CONN. CONNECTION CONST CONSTRUCTION CONSTR CONSTRUCTION CONT CONTINUOUS CONTR. CONTRACTOR CTR CENTER CTSK COUNTERSUNK CW COLD WATER D D E (E) EA EJ EL EXISTING EACH EXPANSION JOINT ELEVATION ELEC ELECTRICAL ELEV ELEVATION ENCL ENCLOSURE EOS EDGE OF SLAB EQ EQUAL EQUIP EQUIPMENT EW EACH WAY EXP EXPANSION EXPO EXPOSED EXT EXTERIOR F FA FIRE ALARM FAU FORCED AIR UNIT DEEP, DEPTH DBL DOUBLE DET DETAIL DIM DIMENSION DN DS DOWN DOWNSPOUT DWG DRAWING DWR DRAWER FLOOR DRAIN FDN FOUNDATION FG FINISH GRADE FIN FINISH FLASH FLASHING FLR FLOOR FLUOR FLOURESCENT FOC FACE OF CONCRETE FOF FACE OF FINISH FOM FACE OF MASONRY FOS FACE OF STUD FPRF FIREPROOFING FRMG FRAMING FS FT FULL SIZE FOOT, FEET FTG FOOTING FURR FURRING, FURRED G G NATURAL GAS GA GAUGE GALV GALVANIZED GND GROUND GR GRADE GYP GYPSUM H H HB HC HIGH HOSE BIB HOLLOW CORE HDWD HARDWOOD HDWR HARDWARE HORIZ HORIZONTAL HR HT HOUR HEIGHT HVAC HEATING, VENTILATION & AIR CONDITIONING HW HOT WATER I ID INCL INSIDE DIAMETER INLCUDE, INCLUDING INSUL INSULTATION INT INTERIOR J JST JT T T JOIST JOINT L LAM LAMINATE LF LVR LOUVER M MATL MATERIAL MAX MAXIMUM MECH MECHANICAL MEMB MEMBRANE MFG MANUFACTURING MFR MANUFACTURER MIN MINIMUM MISC MISCELLANEOUS MO MASONRY OPENING MTD MOUNTED MTL METAL MULL MULLION N N NORTH N/A NOT APPLICABLE NIC NOT IN CONTRACT NO NUMBER NOM NOMINAL NTS NOT TO SCALE O O/ OVER OA OVERALL W W WEST W/ WITH W/O WITHOUT WD WOOD WH WATER HEATER WP WATERPROOFING WPM WATERPROOFING MEMBRANE WT WEIGHT TREAD T&B TOP & BOTTOM T&G TONGUE & GROOVE TEL TELEPHONE TEMP TEMPERATURE, TEMPORARY LINEAR FEET THK THICK, THICKNESS THRES THRESHOLD TOS TOP OF SLAB TOW TOP OF WALL TP TS TV TYP TYPICAL U UNF UNFINISHED UON UNLESS OTHERWISE NOTED V VERT VERTICAL VIF VOL VOLUME R RAD RADIUS RD ROOF DRAIN REF REFERENCE REINF REINFORCED REQ REQUIRED RESIL RESILIENT REV REVISION RFG ROOFING RM ROOM RO ROUGH OPENING S S SC SOUTH SOLID CORE SCHED SCHEDULE SECT SECTION SEP SEPARATION, SEPARATE SHT SHEET SIM SIMILAR SLDG SLIDING SPEC SPECIFICATION SQ SQUARE STD STANDARD STL STEEL STRUCT STRUCTURAL SUSP SUSPENDED SYS SYSTEM OBSC OBSCURE OC ON CENTER OD OUTSIDE DIAMTER OD OVERFLOW DRAIN OPNG OPENING OPP OPPOSITE P PERIM PERIMETER PL PLAS PLASTER PLBG PLUMBING PLYWD PLYWOOD PR PAIR PROPERTY LINE TOP OF PAVEMENT TOP OF STEEL TELEVISION VERIFY IN FIELD 1 A X.XDM DEMOLITION GRIDLINE WINDOW SYMBOL 100.A REFERENCE N0. ROOM NO. SHEET NO. MATCH LINE SIDE CONSIDERED PORTION IS THE THE SHADED BUILDING GRID LINES DEMOLITION GRID NUMBER FLOOR LEVEL 3 REVISION CLOUD (CLOUD AROUND REVISION NO. REV. OPTIONAL) DOOR SYMBOL 100.1 REFERENCE N0. ROOM NO. ROOM LABEL ROOM NAME ROOM NAME 101 FLOOR LEVEL ROOM NO. DETAIL AREA REFERENCE A9.2 5 DETAIL NO. SHEET NO. 4 A3-3.01 SHEET NO. SECTION SECTION NO. EXTERIOR X XX-XX ELEVATION ELEVATION NO.X SHEET NO. WALL TYPE PARTITION NUMBER INTERIOR ELEVATION 4 XX-XX 1 3 SHEET NO. CEILING HEIGHT 123 8'-0"CEILING HEIGHT OR EQUIPMENT EQUIPMENT NO. ARCHITECTURAL NORTH WORK POINT, CONTROL POINT OR DATUM POINT NORTH ARROW 14'-2 1/2" 2 ELEVATION NO. DIMENSION STRING TRUE N O R T H SYMBOL LEGEND N.T.S. ABBREVIATIONS N.T.S SHEET INDEX VICINITY MAP SCOPE OF WORK TENANT IMPROVEMENT FOR NEW RESTAURANT/TAKE OUT FOOD. INTERIOR REMODEL TO ADD (N) 3 TYPE I HOODS, (1) AC UNIT, COOKING EQUIPMENT, NON BEARING PARTITION WALLS, OFFICE, STORAGE , COUNTER PREP AREAS & SEATING. BUILDING CODE NOTES: 1. REFERENCE CODES: 1.1 2022 CALIFORNIA BUILDING CODE 1.2 2022 CALIFORNIA MECHANICAL CODE 1.3 2022 CALIFORNIA PLUMBING CODE 1.4 2022 CALIFORNIA ELECTRICAL CODE 1.5 2022 CALIFORNIA TITLE-24 ENERGY CODE 1.6 2022 CALIFORNIA FIRE CODE 1.7 2022 CALIFORNIA GREEN BUILDING STANDARDS 1.8 2024 CITY OF SANTA ANA AMENDMENTS CODES 2. LEGAL DESCRIPTION APN#: 398-257-07 LOT 2/13 TRACT No: 783 BLOCK: 13 LOT SIZE: 2,098 SQ.FT AREA OF WORK. 1,867 SQ.FT 3. (EX.) OCCUPANCY GROUP : B (RETAIL) (N) OCCUPANCY GROUP : B (FOOD ESTABLISHMENT ) 4. OCCUPANT LOAD : 30 5. (EX.)CONSTRUCTION TYPE: TYPE III-B ( NON SPRINKLERED) 6. # OF STORIES: 1 7. PARKING :NO CHANGE IN PARKING 8. (EX.) # EXITS: 2 THIS DRAWING, SPECIFICATIONS AND IDEAS, DESIGNS THEREBY ARE AND SHALL REMAIN THE PROPERTY OF IG DRAFTING & DESIGN AND NO PART THEREOF SHALL BE COPIED DISCLOSED TO OTHERS OR USED IN CONNECTION WITH ANY WORK OR PROJECT FOR WHICH THERE HAVE BEEN PREPARED AND DEVELOPED, WITHOUT THE WRITTEN CONSENT OF IG DRAFTING & DESIGN, VISUAL CONTACT WITH THESE DRAWINGS SHALL CONSTITUTE EVIDENCE OF ACCEPTANCE OF THESE RESTRICTIONS. DO N C H U R R O S 1 2 3 4 TENANT: MECHANICAL PLUMBING: IMAGINE ARCHITECTURE MEHRDAD HAJILOO P: (818) 826-1627 E: imagine.archla@gmail.com ELECTRICAL: Joseph Zhang JS Engineering 705 Los Olivos Dr., San Gabriel, CA 91775 626-497-0558 DESIGNER: IMAGINE ARCHITECTURE/ Steven Garcia P: (818) 826-1627 E: imagine.archla@gmail.com PROJECT CONTACT INFORMATION PROJECT DESCRIPTION Jaime Nunez Gomez donchurrosgomez@gmail.com 714-717-7946 T-1.0 ARCHITECTURAL -VICINITY MAP, SITE PLAN -STANDARD ABBREVIATIONS -SCOPE OF WORK, SHEET INDEX T-1.1 ARCHITECTURAL -GENERAL NOTES T-1.2 ARCHITECTURAL -ACCESSIBLE NOTES & DETAILS T-1.3 ARCHITECTURAL -ACCESSIBLE NOTES & DETAILS T-1.4 ARCHITECTURAL -ACCESSIBLE NOTES & DETAILS A-0.0 ARCHITECTURAL -SITE PLAN A-1.0 ARCHITECTURAL -EXISTING PLAN, GEN. NOTES -PROPOSED FLOOR PLAN A-1.1 ARCHITECTURAL -REFLECTED CEILING PLAN -EGRESS PLAN A-1.2 ARCHITECTURAL -DIMENSIONAL PLAN -OCCUPANT LOAD PLAN A-1.3 ARCHITECTURAL -ROOF PLAN -EQUIPMENT SCHEDULE A-2.0 ARCHITECTURAL -DETAILS, RESTROOM PLAN/ELEV. A-3.0 ARCHITECTURAL -INTERIOR ELEVATIONS, SECTIONS A-4.0 ARCHITECTURAL -FRAMING DETAILS, DOOR SCHEDULE KIT-1 ARCHITECTURAL -EQUIPMENT PLAN, EQUIPMENT SCHEDULE, HEALTH NOTES, SITE PLAN S-1.1 STRUCTURAL -GENERAL NOTES & SCHEDULE S-1.2 STRUCTURAL -GENERAL NOTES & SCHEDULE S-2.1 STRUCTURAL -FOUNDATION PLAN & DETAILS S-2.2 STRUCTURAL -ROOF FRAMING PLAN & DETAILS E-1 ELECTRICAL -NOTES, EQUIPMENT PLAN, SINGLE LINE DIAGRAM, PANEL LOAD SCHED. E-2 ELECTRICAL -POWER PLAN, LIGHTING PLAN, ROOF PLAN. E-3 ELECTRICAL -TITLE 24 M-0.1 MECHANICAL -STANDARD DETAILS, GENERAL NOTES M-0.2 MECHANICAL -STANDARD DETAILS M-1.0 MECHANICAL -HVAC PLAN & HOOD PLAN M-1.1 MECHANICAL -ROOF PLAN, EQUIPMENT SCHEDULE M-1.2 MECHANICAL -HOOD ELEVATIONS & SECTIONS M-2.0 MECHANICAL -UL LISTED HOOD SPEC SHEET M-2.1 MECHANICAL -UL LISTED HOOD SPEC SHEET M-2.1 MECHANICAL -FAN SPEC SHEETS M-3.0 MECHANICAL -TITLE 24 M-3.1 MECHANICAL -TITLE 24 P-0.1 PLUMBING -GENERAL NOTES, STANDARD DETAILS P-0.2 PLUMBING -TITLE 24 P-1.0 PLUMBING -WASTE & VENT PLAN, SPEC SHEET P-1.1 PLUMBING - WASTE & VENT RISER DIAGRAM P-2.0 PLUMBING -HOT & COLD WATER PLAN P-3.0 PLUMBING -GAS PLAN & RISER DIAGRAM MEP & FIRE SUPPRESSION SYSTEM - UL 300 ARE DEFERRED SUBMITTALS AND ARE THE RESPONSIBILITY OF THE TENANT. IG DRAFTING & DESIGN SCOPE OF WORK DOES NOT INCLUDE THESE ITEMS. AND IS NOT RESPONSIBLE FOR ANY CHANGES, MODIFICATIONS, OR ADDITIONS TO FIRE SUPPRESSION SYSTEM. ANY SIGN RELATED WORK IS UNDER A SEPARATE PERMIT NOTE: UNISEX RESTROOM PROVIDED 215 W. 4TH ST, SANTA ANA, CA 92701 SEE OCCUPANT LOAD PLAN ON SHEET A-1.2 OWNER:Luis Soto lsrbuilders@icloud.com 858-437-4247 4 4 STEVEN GARCIA DESIGNER Bldg #101120043 Elect #20183405 Plumb #30147491 Mech #40139290 APPROVALS: PLNG - H. Jacinto BLDG - CSG POLICE - B. Martin PUBLIC WORKS - B. Sarlak ELECT/PLUMB/MECH - CSG 215 W 4th St 1/22/2025 T-1.1 THIS DRAWING, SPECIFICATIONS AND IDEAS, DESIGNS THEREBY ARE AND SHALL REMAIN THE PROPERTY OF IG DRAFTING & DESIGN AND NO PART THEREOF SHALL BE COPIED DISCLOSED TO OTHERS OR USED IN CONNECTION WITH ANY WORK OR PROJECT FOR WHICH THERE HAVE BEEN PREPARED AND DEVELOPED, WITHOUT THE WRITTEN CONSENT OF IG DRAFTING & DESIGN, VISUAL CONTACT WITH THESE DRAWINGS SHALL CONSTITUTE EVIDENCE OF ACCEPTANCE OF THESE RESTRICTIONS. DO N C H U R R O S 1 2 3 4 GENERAL CONDITIONS 1. THE CONTRACTOR SHALL BE RESPONSIBLE FOR DELIVERING A COMPLETE AND USABLE FACILITY WHICH WILL FUNCTION PER THE DESIGN INTENT OF THE CONSTRUCTION DOCUMENTS. THE INTENT OF THESE DRAWINGS IS TO PROVIDE DIRECTION TO BUILD AND COMPLETE THE CONSTRUCTION OF TENANT IMPROVEMENTS OF AN EXISTING GROUND FLOOR LEASED AREA FOR FOOD SERVICE PURPOSES AND LOCATED IN CALIFORNIA. 2. EXECUTE WORK IN ACCORDANCE WITH ANY AND ALL APPLICABLE FEDERAL, STATE & LOCAL CODES, REGULATIONS, LAWS, ORDINANCES AND MANUFACTURER'S RECOMMENDATIONS AND TRADE AND REFERENCE STANDARDS. IN CASE OF CONFLICT, MOST STRINGENT REQUIREMENTS SHALL APPLY. REFER TO BUILDING AND SITE DATA AND PROJECT STATISTICS FOR REFERENCE CODE INFORMATION. 3. THE DRAWINGS AND SPECIFICATIONS WERE PREPARED TO THE BEST OF OUR KNOWLEDGE TO CONFORM WITH 2022 CALIFORNIA BUILDING CODE AS ADAPTED AND AMENDED BY THE GOVERNING REGULATORY AGENCIES. SHOULD THE CONSTRUCTION BE DELAYED BEYOND IMMEDIATE PERMITTING, THESE DRAWINGS SHOULD BE REVIEWED FOR CONFORMITY WITH LOCAL AND NATIONAL REQUIREMENTS. IN THE EVENT OF A CONFLICT BETWEEN APPLICABLE CODES AND REGULATIONS AND REFERENCED STANDARDS OF THESE DRAWINGS, THE MORE STRINGENT PROVISIONS SHALL APPLY AND THE GREATER QUANTITY AND THE HIGHER QUALITY (AS DETERMINED BY ARCHITECT) SHALL BE FURNISHED. NO VARIATION REQUIRED BY A BUILDING OFFICIAL SHALL BE BINDING ON THE DESIGNER. 4. REFERENCE AND INCORPORATE PROJECT MANUAL AND ALL CONSULTANT/OWNER SPECIFICATIONS, SURVEYS, AND TESTING REPORTS AS PART OF THE COMPLETE CONSTRUCTION DOCUMENT SET. 5. EACH AND EVERY PART OF THE BUILDING (FRAMING, FINISHES, EQUIPMENT, ELECTRICAL, PLUMBING, MECHANICAL AND STRUCTURAL BUILDING SYSTEMS) SHALL BE INSTALLED AND CONNECTED BY THE CONTRACTOR AND BE FULLY OPERATIONAL. CONTRACTOR IS REQUIRED TO PROVIDE AND CONNECT ALL UTILITIES REQUIRED FOR SUCH ITEMS. ALL WORK AND NECESSARY RELATED WORK REQUIRED TO PROVIDE A FULLY OPERATIONAL BUILDING WITHIN THE SCOPE OF WORK SHALL BE INCLUDED IN THE TOTAL BID, INCLUDING ALL NECESSARY LABOR, MATERIALS, EQUIPMENT, TAXES, FEES, SPECIAL INSPECTIONS, INSURANCE, ETC. 6. CONTRACTOR IS FULLY RESPONSIBLE FOR COORDINATING SUBCONTRACTORS AND ALL MEANS AND METHODS OF INSTALLATION AND SEQUENCING RELATED TRADES. 7. CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS AND ALL DIMENSIONS BY FIELD MEASUREMENT AND SHALL TAKE ANY AND ALL MEASUREMENTS NECESSARY TO VERIFY THE DRAWINGS OR PERFORM THE WORK PROPERLY . IMMEDIATELY NOTIFY THE DESIGNER OF ANY DISCREPANCIES AND OBTAIN CLARIFICATION BEFORE PROCEEDING WITH THE AFFECTED WORK. ANY DISCREPANCIES SHALL BETWEEN THE DRAWINGS AND THE DIMENSIONS SHALL NOT BE THE REASON FOR ANY EXTRA COST OR DELAY IN THE EXECUTION OF THE WORK AND SHALL BE PERFORMED PER THE INTENT OF THE CONTRACT DOCUMENTS AT NO EXTRA COST TO THE OWNER (THE ARCHITECT SHALL B E CONSULTED IN ALL CASES WHERE CUTTING INTO A PORTION OF THE BUILDING IS EITHER DESIRABLE OR NECESSARY SO THAT THE SATISFACTORY REINFORCEMENT MAY BE PROVIDED) 8. OTHER WORK NOT INCLUDED IN THIS CONTRACT WILL BE EXECUTED DURING THE CONTRACT TIME, INCLUDING BUT NOT EXCLUSIVE TO FURNITURE INSTALLATION AND TELECOMMUNICATION CABLING. MAKE ALL PROVISIONS FOR NOT IN CONTRACT (N.I.C.) ITEMS, COOPERATE WITH PERSONNEL AND PROVIDE ACCESS TO AREAS, SERVICES, ETC. COORDINATED CONSTRUCTION ACTIVITIES UNDER THIS CONTRACT WITH N.I.C. ACTIVITIES SO AS NOT TO IMPEDE THEIR WORK AND SCHEDULE. 9. COORDINATE SPACE REQUIREMENTS AND INSTALLATION OF ELECTRICAL, TELECOMMUNICATION, PLUMBING, MECHANICAL, AND SECURITY SYSTEM WORK. ESTABLISH ROUTING FOR PIPING, WIRING, DUCTWORK, AND CONDUIT PARALLEL WITH THE LINE OF THE BUILDING U.O.N. UTILIZE SPACES EFFICIENTLY TO MAXIMIZE ACCESSIBILITY FOR OTHER INSTALLATIONS, FOR MAINTENANCE, AND FOR REPAIRS. IN FINISHED AREAS CONCEAL PIPING, DUCTWORK WIRING AND CONDUITS. 10. THE CONTRACTOR SHALL APPLY FOR AND OBTAIN AT HIS EXPENSE, ALL PERMITS REQUIRED BY REGULATORY AGENCIES. THE CONTRACTOR'S COSTS SHALL INCLUDE THE COST OF PROPER INSURANCE AS REQUIRED BY STATE AND LOCAL LAWS. NATIONAL BUILDING REGULATIONS OR CODES TO ADEQUATELY PROTECT PERSONS AND PROPERTY. A COPY OF SUCH INSURANCE COVERAGE SHALL BE FURNISHED TO THE OWNER AND LANDLORD PRIOR TO COMMENCEMENT OF ANY WORK. 11. PRIOR TO BEGINNING WORK, PROVIDE CERTIFICATE OF INSURANCE, PAYMENT AND PERFORMANCE BONDS AS REQUIRED. 12. LIEN WAIVERS AND PAYMENT AFFIDAVITS SHALL BE REQUIRED FROM THE CONTRACTOR, SUBCONTRACTOR, AND VENDORS AT ALL PROGRESS PAYMENTS AND FINAL PAYMENT BEFORE ANY PAYMENT NEED BE MADE BY THE OWNER. 13. ALL WORK PERFORMED BY CONTRACTOR AND SUBCONTRACTORS SHALL BE WARRANTED FOR CORRECTION OR REPLACEMENT OF DEFECTIVE WORK FOR THE PERIOD OF 1 YEAR FROM THE DATE OF SUBSTANTIAL COMPLETION. 14. THE CONTRACTOR SHALL NOT DETAIL, ORDER AND/OR FABRICATE ANY MATERIAL WITHOUT FIRST COORDINATING THE SAME WITH ACTUAL FIELD CONDITIONS. THE CONTRACTOR ALONE IS RESPONSIBLE THE PROPER FITTING AND CONNECTION OF MATERIALS AND EQUIPMENT. 15. INSTALL PREFABRICATED ITEMS AND FINISHES IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS. PREPARE ALL ADJOINING FINISHES, FRAMING AND FLASHINGS PER MANUFACTURER'S RECOMMENDATIONS WHERE MAINTENANCE OR INSTALLATION INSTRUCTIONS ARE NOT PROVIDED OR ARE IN CONFLICT WITH THE DRAWINGS OR SPECIFICATIONS, THE FURNISHING CONTRACTOR SHALL PROVIDE COPIES TO ALL AFFECTED SUBCONTRACTORS 16. ALL ITEMS LISTED OR CALLED OUT ON THE DRAWINGS BY MANUFACTURER AND MODEL NUMBER ARE TO SET PERFORMANCE STANDARDS FOR QUALITY AND FUNCTION. ALTERNATE ITEM TYPES MAY BE SUBMITTED TO THE DESIGNER FOR REVIEW. FOR ITEMS SPECIFIED "OR EQUAL" THE ARCHITECT OR DESIGNER ALONE SHALL DETERMINE EQUALITY BASED ON INFORMATION SUBMITTED BY CONTRACTOR. 17. CHANGES IN THE WORK: DO NOT PROCEED WITH ANY WORK REQUIRING ADDITIONAL COMPENSATION BEYOND THE CONTRACT AMOUNT WITHOUT WRITTEN AUTHORIZATION FROM THE OWNER. FAILURE TO OBTAIN AUTHORIZATION SHALL INVALIDATE ANY CLAIM FOR EXTRA COMPENSATION 18. WHEREVER THE WORD "PROVIDE" IS USED IT SHALL MEAN CONTRACTOR TO PROVIDE AND INSTALL U.O.N. 19. OWNER FURNISHED ITEMS OR ITEMS "BY OTHERS" ARE TO BE PURCHASED BY OWNER AND INSTALLED BY THE CONTRACTOR. CONTRACTOR IS RESPONSIBLE FOR COORDINATING DIMENSIONS, POWER AND OTHER SPECIAL REQUIREMENTS WITH THE PROVIDER OF SUCH PRODUCTS. 21. SUBMITTALS: SUBMIT SAMPLES, SHOP DRAWING, & PRODUCT DATA TO DESIGNER FOR REVIEW PRIOR TO FABRICATION. SEE ENGINEER CONSULTANT AND INTERIOR DESIGN DRAWINGS FOR ADDITIONAL SUBMITTAL REQUIREMENTS 22.1. PROCEDURES SUBMITTAL PREPARATION - CONTRACTOR MAY USE ANY OR ALL OF THE FOLLOWING OPTIONS: A. SUBCONTRACTORS AND SUPPLIERS PROVIDE ELECTRONIC (PDF) SUBMITTALS TO CONTRACTOR VIA THE SUBMITTAL EXCHANGE WEBSITE. B. SUBCONTRACTORS AND SUPPLIERS PROVIDE PAPER SUBMITTALS TO GENERAL CONTRACTOR WHO ELECTRONICALLY SCANS AND CONVERTS TO PDF FORMAT. C. SUBCONTRACTORS AND SUPPLIERS PROVIDE PAPER SUBMITTALS TO SCANNING SERVICE WHICH ELECTRONICALLY SCANS AND CONVERTS TO PDF FORMAT. 22.1. CONTRACTOR SHALL REVIEW AND APPLY ELECTRONIC STAMP CERTIFYING THAT THE SUBMITTAL COMPLIES WITH THE REQUIREMENTS OF THE CONTRACT DOCUMENTS INCLUDING VERIFICATION OF MANUFACTURER / PRODUCT, DIMENSIONS AND COORDINATION OF INFORMATION WITH OTHER PARTS OF THE WORK. 22.2. CONTRACTOR SHALL TRANSMIT EACH SUBMITTAL TO ARCHITECT USING THE SUBMITTAL EXCHANGE WEBSITE, WWW.SUBMITTALEXCHANGE.COM. 22.3. ALLOW DESIGNER ONE WEEK TO REVIEW AND COMMENT. DESIGNER REVIEW WILL BE FOR CONFORMANCE WITH DESIGN CONCEPT ONLY. 22.4. DESIGNER REVIEW COMMENTS WILL BE MADE AVAILABLE ON THE SUBMITTAL EXCHANGE WEBSITE FOR DOWNLOADING. CONTRACTOR WILL RECEIVE EMAIL NOTICE OF COMPLETED REVIEW. 22.5. DISTRIBUTION OF REVIEWED SUBMITTALS TO SUBCONTRACTORS AND SUPPLIERS IS THE RESPONSIBILITY OF THE CONTRACTOR. 22.6. THE COST OF SUBMITTAL EXCHANGE SERVICES HAS BEEN PAID IN FULL BY THE OWNER. 23. PRODUCT DATA SUBMITTALS: CONTRACTOR SHALL SUBMIT ALL PRODUCT INFORMATION, OPERATION AND MAINTENANCE MANUALS, MATERIAL SAFETY DATA SHEETS AND WARRANTEE INFORMATION FOR ALL PRODUCTS PRODUCT SUBMITTALS SHALL INCLUDE A. LIGHT FIXTURES, SWITCHING, SENSORS B. EQUIPMENT, APPLIANCES AND FIXTURES PROVIDED BY CONTRACTOR C. HVAC EQUIPMENT D. PONT OF SALE EQUIPMENT E. HARDWARE CUT SHEETS F. DOOR AND HARDWARE SCHEDULE AND CUT SHEETS G. PLUMBING FIXTURES, DEVICES, ACCESSORIES AND EQUIPMENT H. OUTDOOR SEATING, BARRIERS, TABLES 25. SHOP DRAWINGS SUBMITTALS: SHALL BE SCALED SHOWING EQUIPMENT IN RELATION TO BUILDING COMPONENTS WALLS, FINISHES AND RELATED EQUIPMENT, DRAWINGS SHALL INDICATED (MANUFACTURER, MAKE & MODEL #) AND PIPE/DUCT SIZES AND LAYOUT, MOUNTING REQUIREMENTS, AND CLEARANCES. PROVIDE SHOP DRAWINGS IN .DWG AND .PDF FORMAT. A. CASEWORK AND MILLWORK SHOP DRAWINGS B. HVAC DUCT LAYOUT AND EQUIPMENT C. FIRE SPRINKLER LAYOUT D. AV EQUIPMENT AND MENU BOARD E. CUSTOM KITCHEN EQUIPMENT F. SIGNAGE (SUBMIT ONE ADDITIONAL COPY TO LANDLORD) 26. WORK SCHEDULE: CONTRACTOR MUST SUBMIT A WORK SCHEDULE TO THE DESIGNER PRIOR TO BEGINNING THE WORK. THE SCHEDULE WILL INCLUDE SHOP DRAWING REVIEW PERIODS, SUBCONTRACTORS, INSPECTIONS AND APPLICATIONS FOR PAYMENTS AND DATE OF SUBSTANTIAL COMPLETION. THE SCHEDULE SHALL INCLUDE CRITICAL PATH ACTIVITIES. CONTRACTOR SHALL PROVIDE AN UPDATED PROGRESS SCHEDULE WITH EACH APPLICATION FOR PAYMENT. 27. CLOSEOUT: WITHIN 14 DAYS OF SCHEDULED COMPLETION, CONTRACTOR SHALL SUBMIT REQUEST FOR PAYMENT FOR SUBSTANTIAL COMPLETION WITH A PUNCH LIST OF ITEMS REMAINING FOR FINAL COMPLETION. WITHIN 5 DAYS OF RECEIPT OF CONTRACTOR'S PUNCH LIST, ARCHITECT AND OWNER SHALL OBSERVE PROGRESS AND PROVIDE A FINAL PUNCH LIST FOR COMPLETION. 28. FINAL PAYMENT: PRIOR TO RELEASE OF FINAL PAYMENT CONTRACTOR SHALL SUPPLY TO THE OWNER A PROJECT MANUAL IN A 3 RING BINDER CONTAINING THE FOLLOWING: A. FINAL INSPECTION RECORDS AND CERTIFICATE OF OCCUPANCY B. ALL PAYMENT APPLICATIONS AND RECEIPTS C. LIST OF SUBCONTRACTORS AND CONTACT INFORMATION D. RELEASE OF LIENS FOR ALL WORK COMPLETED BY CONTRACTOR AND SUBCONTRACTOR. E. STATEMENT OF WARRANTEE ON LABOR F. BINDER OF OPERATION AND MAINTENANCE DATA FOR ALL PRODUCTS, MATERIALS AND EQUIPMENT ALL PRODUCT LITERATURE, WARRANTEES, AND MANUFACTURER CONTACT INFORMATION FOR ALL PRODUCTS AND ASSEMBLIES. G. SPARE PARTS, REPLACEMENT PARTS AND MATERIALS AS PROVIDED BY EQUIPMENT MFR'S FINAL CLEANING OF SURFACES BY A PROFESSIONAL SERVICE. H. REPRODUCIBLE DRAWINGS WITH AS-BUILT CONDITIONS NOTED. I. SPECIFIED QUANTITIES OF MAINTENANCE MATERIALS. J. HVAC BALANCE REPORT. 29. DEFERRED PERMIT SUBMITTALS & APPROVALS: PRIOR TO COMMENCING WORK SPECIFIED BELOW, CONTRACTOR SHALL SUBMIT ALL DOCUMENTATION, ENGINEERING AND TRADE PERMIT APPLICATIONS, AND FEES AS REQUIRED TO THE GOVERNING AGENCY FOR PERMIT. CONTRACTOR SHALL VERIFY AND COORDINATE ALL DRAWINGS AND SPECIFICATIONS OF WORK PRIOR TO SUBMITTING AND SHALL SUBMIT 2 COPIES TO THE ARCHITECT FOR REVIEW. DIFFERED SUBMITTAL ITEMS SHALL INCLUDE: A. MODIFICATIONS TO FIRE SPRINKLER AND FIRE ALARM 30. CONTRACTOR SHALL RETAIN A COMPETENT FULL-TIME REPRESENTATIVE SATISFACTORY TO THE OWNER AND TENANT, TO BE PRESENT AT THE JOB SITE DURING CONSTRUCTION ACTIVITY ON THE PROJECT. THE REPRESENTATIVE SHALL NOT BE CHANGED EXCEPT WITH THE CONSENT OF THE OWNER. THE REPRESENTATIVE SHALL BE IN FULL CHARGE OF THE WORKS AND ALL INSTRUCTIONS GIVEN TO THE REPRESENTATIVE SHALL BE BINDING. 31. THE CONTRACTOR SHALL MAINTAIN A COMPLETE SET OF THE CONTRACT DRAWINGS FOR RECORD MARK-UP PURPOSES THROUGHOUT THE CONTRACT TIME. MARK UP THESE DRAWINGS DURING THE COURSE OF WORK TO SHOW BOTH CHANGES AND ACTUAL INSTALLATION IN SUFFICIENT FORM TO COMPRISE A COMPLETE RECORD FOR THE OWNER'S PURPOSES. GIVE PARTICULAR ATTENTION TO WORK WHICH WILL BE CONCEALS AND DIFFICULT TO MEASURE AND RECORD AT A LATER DATE, AND TO WORK WHICH MAY REQUIRE SERVICING OR REPLACEMENT DURING THE LIFE OF THE PROJECT. BIND PRINTS INTO MANAGEABLE SETS WITH DURABLE PAPER COVERS LABELED "AS-BUILT DRAWINGS", AND TRANSMIT TO OWNER. 32. THE ARCHITECT OF RECORD SHALL BE THE LEAD POINT OF CONTACT FOR ALL QUESTIONS, CLARIFICATIONS, AND REQUESTS FOR INFORMATION. ALL CHANGES TO THE CONTRACT DOCUMENT AND RESULTING CHANGES TO THE CONTRACT SUM (IF ANY) OR CHANGES IN THE PROJECT DURATION (IF ANY) WILL BE ISSUED AND/OR APPROVED BY OWNER AND ARCHITECT OF RECORD. 33. CONSTRUCTION PROGRESS MEETINGS SHALL OCCUR WEEKLY AND BE ATTENDED BY CONTRACTOR, ARCHITECT AND/OR OWNER. MEETINGS SHALL BE AT THE JOB SITE OR BY TELECONFERENCE JOB SITE PREPARATION, PROTECTION AND MAINTENANCE 1. BEFORE BEGINNING WORK VERIFY LOCATION OF ALL EXISTING UTILITIES. MAINTAIN ALL SYSTEMS, SUCH AS BUT NOT LIMITED TO, WATER, SEWER, POWER, TELEPHONE, ETC. THAT SUPPLY THIS AND OTHER BUILDINGS ON THE SITE OR ADJACENT SITES DURING ALL PHASES OF THE WORK. 2. SCHEDULE AND PERFORM WORKS SO THAT OTHER TENANTS IN THE BUILDING ARE NOT DISTURBED. SCHEDULE ALL WORK FOR REGULAR BUSINESS HOURS UNLESS OTHERWISE NOTED BY BUILDING REGULATIONS OR THE CONTRACT DOCUMENTS. PROVIDE 48 HOURS NOTIFICATION TO ALL AFFECTED PARTIES OF ANY INTERRUPTIONS REQUESTED. PROVIDE LOOP SERVICE AS REQUIRED UNLESS ALL AFFECTED PARTIES ACCEPT THE INTERRUPTION REQUEST. 3. CONSTRUCTION OPERATION PROCEDURES AND METHODS ARE THE RESPONSIBILITY OF THE CONTRACTOR INSOFAR AS THEY DO NOT PRESENT HAZARDS TO PERSONNEL OR PROPERTY OR INFRINGE ON WORK SCHEDULES FOR NORMAL SITE ACTIVITIES, OTHER CONTRACTORS, VENDORS AND THE BUILDING'S STANDARDS FOR CONSTRUCTION ACTIVITIES. 4. VERIFY ACCESS TO JOB SITE, FREIGHT ELEVATION USE, SCHEDULE AND SIZE, AND CLEARANCES INTO AND OUT OF THE BUILDING. MAINTAIN AND PROVIDE SERVICE ACCESS AT ALL TIMES FOR ALL EQUIPMENT PER MFR. RECOMMENDATIONS. 5. PROJECT AREA SITE AND SIDEWALK SHALL BE MAINTAINED A CLEAN AND SAFE AT ALL TIMES. KEEP PROJECT AREA BROOM CLEAN. ALL DEBRIS SHALL BE REMOVED TO A LEGAL DISPOSAL AREA ON A REGULAR BASIS. PROVIDE CONSTRUCTION BARRIERS AND DUST CONTROL. PROVIDE VEHICLE GRAVEL MUD TRAP AT SITE ENTRANCE. ADJACENT ROADWAYS DRIVEWAYS AND SIDEWALKS SHALL BE KEPT CLEAR AND MUD AND GRAVEL AT ALL TIMES. PROVIDE PEDESTRIAN PROTECTION AS REQUIRED FOR SAFETY OF TENANTS, PEDESTRIANS AND JOBSITE PERSONNEL. 6. MAINTAIN ALL BUILDING LIFE SAFETY, FIRE PROTECTION, AND SECURITY SYSTEMS AT ALL TIMES. DO NOT BLOCK EXITS. 7. REPORT ANY HAZARDOUS MATERIALS ENCOUNTERED TO THE OWNER/LANDLORD. 8. DO NOT ALLOW ADHESIVE ODOR AND OTHER FUMES FROM CONSTRUCTION ACTIVITIES TO ENTER HVAC SYSTEM. 9. DAMAGE TO SIDEWALK OR ADJACENT PROPERTIES RESULTING FROM CONSTRUCTION ACTIVITY IS THE SOLE RESPONSIBILITY OF THE CONTRACTOR. VERIFY SIDEWALK MAINTENANCE AND REPAIRS WITH GOVERNING ADJACENCY PRIOR TO COMMENCING WORK. TENANT'S CONTRACTOR WILL REPAINT AND/OR REPAIR LANDLORD'S PROPERTY (BULKHEADS, NEUTRAL PIERS, REAR CORRIDORS, ETC) DAMAGED DURING TENANT IMPROVEMENT. 12. CONTRACTOR SHALL BE RESPONSIBLE FOR A THOROUGH PROFESSIONAL CLEANING OF THE ENTIRE FACILITY PRIOR TO OWNER TAKEOVER DATE. ALL EXPOSED HORIZONTAL AND VERTICAL SURFACES INCLUDING BUT NOT LIMITED TO THE FOLLOWING MUST BE WIPED CLEAN AND FREE OF DUST: WALLS, EXPOSED STRUCTURAL MEMBERS STAIRS AND RAILINGS, CABINETRY, DUCT WORK, SPRINKLER PIPES, INTERIOR AND EXTERIOR GLAZING. ALL FLOORS MUST BE MOPPED CLEAN. 13. PROVIDE ALL NECESSARY SHORING AND BRACING IN ORDER TO PERFORM THE WORK. CONTRACTOR IS RESPONSIBLE FOR ANY STRUCTURAL CALCULATIONS OR DRAWINGS REQUIRED FOR TEMPORARY SHORING OR BRACING. 14. ALL PERSONS WORKING AT THIS SITE MUST IMPLEMENT APPLICABLE PORTIONS OF THE STATE STORM WATER BEST MANAGEMENT PRACTICES MANUAL FOR CONSTRUCTION TO THE MAXIMUM EXTENT PRACTICABLE TO PREVENT EROSION AND SEDIMENT FROM ENTERING INTO THE STORM DRAIN SYSTEM. FAILURE TO UTILIZE ADEQUATE CONTROLS IS A VIOLATION OF LOCAL CODES AND ORDINANCES. A COPY OF THE MANUAL IS AVAILABLE UPON REQUEST AT THE PERMIT SERVICE CENTER AND AVAILABLE ONLINE AT WWW.CABMPHANDBOOKS.COM DEMOLITION AND WASTE MANAGEMENT 1. CONTRACTOR SHALL SUBMIT A WASTE REDUCTION MANAGEMENT PLAN PER LOCAL WASTE MANAGEMENT AUTHORITY REQUIREMENTS. PLAN SHALL INCLUDE PROJECT ADDRESS, DESCRIPTION, TYPE AND QUANTITY OF MATERIALS TO BE DISCARDED AND METHOD OF DISPOSAL (REUSE, RECYCLE, LANDFILL). PLAN MUST INDICATE MEANS AND METHODS FOR (ON-SITE) SEPARATION AND (OFF-SITE) LANDFILL DIVERSION DESIGNATING SPACE FOR SEPARATION AND DESCRIBING ENVIRONMENTAL CONTROL MEASURES (MUD, DUST, ODOR, AND NOISE CONTROL) A. REUSED (FIXTURES, EQUIPMENT, DOORS, WINDOWS, ETC.) B. RECYCLED (CONCRETE, EARTH, WOOD, METALS, GYPSUM, PAPER, CARPET) C. % OF MATERIALS TO LANDFILL 2. PRIOR TO BEGINNING WORK CONTRACTOR SHALL DESIGNATE AN AREA OF THE JOBSITE FOR WASTE MANAGEMENT AND RECYCLING THAT SHALL BE MAINTAINED SOLELY FOR THIS PURPOSE FOR THE DURATION OF THE PROJECT. 3. SEPARATE CONSTRUCTION DEBRIS AND SALVAGE FOR REUSE, RECYCLING AND REFUSE. REUSABLE ITEMS SHALL BE KEPT SECURE AND PROTECTED FROM WEATHER OR CONSTRUCTION AND SHALL INCLUDE BUT NOT LIMITED TO WINDOWS, DOORS, FIXTURES, TILE, LUMBER, FURNISHINGS AND EQUIPMENT. RECYCLABLE ITEMS SHALL INCLUDE BUT NOT LIMITED TO CARDBOARD, PAPER, SCRAP METAL, GLASS, UNPAINTED WOOD (NAILS OK), PALLETS, UNPAINTED SHEETROCK, LANDSCAPING COMPOSITE (SEPARATED FROM RUBBISH), CONCRETE, CARPET PAD. 4. IF USING A DEBRIS BOX, HAULING COMPANY MUST BE HAVE NON-EXCLUSIVE FRANCHISE APPROVED BY THE APPROPRIATE CITY WASTE MANAGEMENT AGENCIES. 5. WHERE NEW DOOR OR WINDOW IS SHOWN IN EXISTING OPENING VERIFY ROUGH OPENING REQUIREMENTS, REMOVE FRAMING AS REQUIRED. 6. PRIOR TO DEMOLITION CONTRACTOR TO WALK JOBSITE WITH OWNER TO CLEARLY INDICATE ITEMS TO BE SALVAGED FOR OWNER RE-USE. DISPOSAL OF ITEMS NOT SALVAGED SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR AND SHALL BE SUBJECT TO PROJECT WASTE REDUCTION PLAN. 7. REMOVE AND DISPOSE OF ALL ITEMS IN THE WAY OF NEW WORK WHETHER SHOWN OR NOT, U.O.N. PROTECT (E) WORK TO REMAIN. REPLACE ANY DAMAGED WORK TO REMAIN. PROTECT ITEMS TO BE REMOVED AND RELOCATED, SEE FURNISHING FIXTURE AND EQUIPMENT SCHEDULE FOR ITEMS TO BE SALVAGED AND RELOCATED. CONTRACTOR IS RESPONSIBLE FOR PROTECTION AND/OR REPLACEMENT OF ANY ITEMS DAMAGED AS THE RESULT OF DEMOLITION OR CONSTRUCTION. 8. IF USING A DEBRIS BOX, HAULING COMPANY MUST HAVE NON-EXCLUSIVE FRANCHISE APPROVED BY THE APPROPRIATE CITY WASTE MANAGEMENT AGENCIES. PREPARATION FOR NEW WORK 1. DISCONNECT ALL UTILITIES, WATER, SEWER, ELECTRIC AND GAS, AT LOCATIONS CLEAR OF PROJECT WORK AREAS. CLEARLY STAKE/DEMARK SERVICE DISCONNECT LOCATIONS. PROVIDE HOSE BIB WITH VACUUM BREAKER TYPE BACKFLOW PREVENTION DEVICE FOR DUST CONTROL. [CBC 3306] MAINTAIN ALL UTILITIES IN SAFE AND WORKING CONDITIONS AT ALL TIMES. REMOVE ALL ABANDONED UTILITIES AND CAP AT NEAREST BRANCH TO REMAIN. PROTECT EXISTING UTILITIES TO REMAIN. CAP OR EXTEND (E) UTILITIES TO FOR NEW WORK. DEACTIVATE AND DEMOLISH EXISTING OUTLETS THAT ARE NOT NOTED TO REMAIN, U.O.N. 2. FILL AND LEVEL ALL DAMAGED FINISHES AND SUBSTRATE. REPLACE EXISTING SUBSTRATES AS REQUIRED. PROVIDE SUBSTRATE FOR ALL FINISHES WITHIN MANUFACTURER'S DIMENSIONAL AND MOISTURE CONTENT TOLERANCES. VERIFY REQUIREMENTS WITH FINISH MFR. 3. SURFACES TO REMAIN, WHEN CUT, DAMAGED, OR OTHERWISE DISTURBED DURING DEMOLITION, INSTALLATION OF NEW WORK OR REMOVAL AND REINSTALLATION OF EXISTING ITEMS TO REMAIN SHALL BE RESTORED AS NECESSARY TO PROVIDE A SMOOTH, CLEAN, COMPLETELY, PROPERLY DETAILED AND FINISHED INSTALLATION WITH APPEARANCE, FUNCTION, AND WEARING QUALITIES EQUAL TO NEW WORK. REPAIR FIREPROOFING ON STRUCTURAL ELEMENTS AND FIRE RATED ASSEMBLIES. THE CONTRACTOR SHALL PROVIDE AND MAINTAIN THE INTEGRITY OF ALL SCAFFOLDING, DUST BARRIERS, BARRICADES, BRACING, SHORING, AND STRUCTURAL SYSTEMS REQUIRED FOR INSTALLATION OF NEW WORK. 4. CUT AND PATCH AND FINISH NEW MATERIAL TO MATCH ADJACENT (EXISTING) SURFACES TO REMAIN. REFINISH (E) ADJACENT FINISHES TO NEAREST MATERIAL BREAK POINT OR PLANAR TRANSITION I.E. INSIDE CORNER, EXISTING JOINT OR LOCATION APPROVED BY ARCHITECT. USE MATERIALS THAT ARE IDENTICAL TO EXISTING MATERIAL, U.O.N. USE MATERIALS WHOSE INSTALLED PERFORMANCE WILL EQUAL OR SURPASS THAT OF EXISTING MATERIALS INCLUDING SOUND AND FIRE RATINGS. IN NO CASES SHALL ANY CUT AND PATCHED MATERIALS IN EXPOSED OR OCCUPIED SPACES REDUCE THE BUILDING'S AESTHETIC QUALITIES, OR RESULT IN VISUAL EVIDENCE OF CUTTING AND PATCHING. WORK THAT IS CUT AND/OR PATCHED IN AN UNSATISFACTORY MANNER SHALL BE REPLACED TO THE ARCHITECT'S AND BUILDING OWNER'S SATISFACTION AT THE CONTRACTOR'S EXPENSE. 5. ANY THROUGH SLAB ELECTRICAL, MECHANICAL, OR PLUMBING PENETRATIONS THAT ARE TO BE REMOVED OR ABANDONED MUST BE DONE SO FOLLOWING LANDLORD RULES AND REGULATIONS, AND SHALL MAINTAIN ALL FIRE RATINGS AND TENANT BARRIERS ANY NEW CORING THROUGH SLAB WILL REQUIRE SCANNING PROCEDURES OF SLAB PRIOR TO WORK. REVIEW WITH LANDLORD BUILDING ENGINEERS PRIOR TO CORING FOR ANY NEW ELECTRICAL, MECHANICAL, OR PLUMBING. 6. ALL MATERIAL, EQUIPMENT AND HARDWARE BEING INSTALLED AND/OR CONNECTED INTO THE BUILDING RISERS, SYSTEMS AND INFRASTRUCTURE, SHALL BE APPROVED IN ADVANCE BY THE BUILDING MANAGEMENT PRIOR TO CONTRACTOR INSTALLING IT 7. ALL "KITCHEN AND WET AREAS" AREAS ON ALL FLOORS ABOVE GRADE SHALL INCLUDE A WATER TIGHT MEMBRANE TO PREVENT WATER MIGRATION TO THE FLOOR BELOW. THIS MEMBRANE SHALL COVE UP THE WALLS AND PIPE PENETRATIONS INSIDE WALLS SHALL ALSO BE SEALED WATER TIGHT. LATICRETE 9235 SYSTEM AND/OR ELASTO-DECK 5500 SYSTEM. VERIFY APPROPRIATE SYSTEM WITH THE BUILDING CHIEF ENGINEER PRIOR TO PROCEEDING. FRAMING 1. DIMENSIONS SHOWN ARE TO FACE OF FINISH U.O.N. FOLLOW NUMERICAL DIMENSIONS. DO NOT SCALE DRAWINGS. WRITTEN DIMENSIONS TAKE PRECEDENCE. DIMENSION LINES SHOW FACE OF FINISH UNLESS OTHERWISE NOTED. HEIGHTS ARE DIMENSIONED FROM TOP OF FINISHED FLOOR, U.O.N. DIMENSIONS ARE NOT ADJUSTABLE WITHOUT PRIOR APPROVAL FROM ARCHITECT. 2. ALL CLEAR DIMENSIONS SHALL BE CONSTRUCTED TO WITHIN 1/8" TOLERANCE ALONG THE FULL DIMENSIONED LENGTH. DIMENSIONS NOT INDICATED AS CLEAR SHALL BE EXACT WITHIN 1/8" IN 10'-0" ALONG FULL HEIGHT AND LENGTH OF PARTITIONS. CONTRACTOR SHALL NOT ADJUST DIMENSIONS MARKED "CLEAR" OR "CLR" WITHOUT APPROVAL FROM THE ARCHITECT. 3. DETAILS SHOWN ARE TYPICAL, SIMILAR DETAILS OCCUR IN SIMILAR CONDITIONS. 4. ARCHITECT TO REVIEW FRAMING, PLUMING, AND ELECTRICAL PRIOR TO DRYWALL. CHARGES TO REFRAME UNREVIEWED PARTITIONS WILL NOT BE ACCEPTED. 5. PROVIDE STRUCTURAL BACKING/BLOCKING FOR ALL WALL AND CEILING MOUNTED/BRACED COMPONENTS PER EQUIP. MFR. REQUIREMENTS, UNLESS OTHERWISE NOTED. SEE PLANS AND ELEVATIONS FOR LOCATIONS AND TYPICAL MOUNTING HEIGHTS. 6. PROVIDE THERMAL INSULATION WITH MOISTURE BARRIER ON INSIDE AT NEW WALLS AND WALLS/CEILINGS OPENED FOR CONSTRUCTION IN THERMAL ENVELOPE. R-19 INSULATION AT ALL EXTERIOR WALLS AT WALLS, R-30 AT EXTERIOR FLOORS AND ROOF. SEE TITLE 24 REQUIREMENTS. SEE BUILDING SECTIONS AND TITLE 24 REQUIREMENTS FOR BUILDING INSULATION AND THERMAL MOISTURE PROTECTION. 7. ONLY MATERIALS PERMITTED BY CONSTRUCTION TYPE STATED, ARE ALLOWED. PER CBC TABLE 601 AND SECTION 603 FOR TYPE I AND TYPE II BUILDINGS WHEN APPLICABLE. 8. ALL LUMBER SHALL BE D.F.-LARCH #2 OR BETTER, S.S.D. U.O.N. WHERE POSSIBLE USE WOOD BASED MATERIALS AND PRODUCTS CERTIFIED IN ACCORDANCE WITH THE FORESTRY STEWARDSHIP COUNCIL'S PRINCIPLES AND CRITERIA FOR WOOD COMPONENTS INCLUDING, BUT NOT LIMITED TO STRUCTURAL FRAMING, GENERAL DIMENSIONAL FRAMING, FLOORING, FINISHES, FURNISHINGS, BRACING AND FORM WORK.PROVIDE CHAIN OF CUSTODY DOCUMENTATION FOR ALL NON-FSC CERTIFIED WOOD. 9. FLUSH FRAMED JOISTS SHALL BE ATTACHED W/ STL. JOIST HANGERS, SIMPSON OR EQ. EXPOSED HARDWARE TO BE SIMPSON APG SPECIALTY COLLECTION (SHOP PAINTED) 10. ALL FRAMING LUMBER IN CONTACT WITH EARTH OR CONCRETE SHALL BE PRESSURE TREATED WITH ALKALINE COPPER QUAT (ACQ) OR COPPER AZOLE (CBA-A, CBA-B). NO COPPER CHROMATED COPPER ARSENATE (CCA). FASTENERS, FRAMING HARDWARE AND ALL METALS IN CONTACT WITH PRESSURE TREATED TO BE GALVANIZED SPECIFIED BY MANUFACTURER FOR USE WITH PRESSURE TREATED LUMBER. 11. ALL WOOD NAILERS, BLOCKING, RAISED PLATFORM FRAMING, PLYWOOD AND WHERE DETAILED OR REQUIRED FOR THE ATTACHMENT OF FINISHED MATERIALS SHALL BE PRESSURE TREATED WITH FIRE RETARDANT CHEMICALS IN ACCORDANCE WITH ASTM #84-77. THE MATERIAL SHALL BEAR THE IDENTIFICATION OF AN AUTHORITATIVE TESTING OR INSPECTION AGENCY ACCEPTABLE TO THE GOVERNING AGENCY WITH THE PERFORMANCE RATING THEREOF. 12. WOOD MOLDINGS, TRIM PANELS, SHALL BE DIRECTLY ATTACHED TO A FIRE-RESISTIVE SUBSTRATE WITH MECHANICAL FASTENERS AND/OR ADHESIVE. FURRING IF REQUIRED, SHALL BE FIRE-STOPPED WITH SOLID BLOCKING SPACED A MAXIMUM OF 8' ON CENTER. WOOD FURRING WHERE REQUIRED SHALL BE FIRE-TREATED LUMBER CONFORMING WITH ASTM E84 AND HAVING THICKNESS NOT LESS THAN 1-1/4" 13. PROVIDE BACKING AND/OR BLOCKING CONCEALED IN WALLS FOR WALL MOUNTED ACCESSORIES AND ITEMS. 14. VERIFY PARTITION THICKNESS FOR INTERNAL INCLUSIONS SUCH AS PLUMBING, PANEL BOXES, FIRE EXTINGUISHER CABINETS, ETC 15. LOCATE AND PROVIDE SERVICE ACCESS FOR ALL EQUIPMENT PER MFR. RECOMMENDATIONS AND AS REQUIRED BY CODE FOR ALL UNOCCUPIED SPACES. MIN. SIZES FOR ATTIC ACCESS 20x30 w/30" HEADROOM AND CRAWLSPACE 18x24 (CBC 1209) ACCESS PANELS SHALL BE TIGHT FITTING FLUSH TRIMMED AND PAINT. TEXTURE AND FINISH TO MATCH ADJACENT WALL TEXTURE., TYP. U.O.N. HINGES AND HARDWARE SHALL BE CONCEALED WITH MAGNETIC CATCH. ATTIC, 16. INSULATE WALLS WITH PLUMBING WITH ACOUSTIC FACED BATT INSULATION U.O.N. AND ACOUSTIC SEALANT, WRAP ALL PLASTIC WASTE LINES. SEE TITLE 24 FOR THERMAL REQUIREMENTS. 17. CAULK OR SEAL ALL ACCESSIBLE MAJOR CRACKS AND JOINTS AND OTHER OPENINGS IN BUILDING EXTERIOR. SEAL ALL ACCESSIBLE MAJOR OPENINGS FROM THE CONDITIONED LIVING SPACE INTO UNHEATED AREAS, INCLUDING, BUT NOT LIMITED TO, THOSE FOUND AROUND PLUMBING VENT PIPES, ELECTRICAL WIRING, OR FURNACE FLUE PIPES. FINISHES D 1. SEE FINISH SCHEDULE FOR ALL INTERIOR FINISHES. SEE EXTERIOR ELEVATIONS FOR EXTERIOR FINISHES. 2. TOILET AND BATHROOM FLOORS SHALL HAVE A SMOOTH, HARD NONABSORBENT SURFACE EXTENDING UP WALLS A MIN OF 6". TUB AND SHOWER WALLS TO BE A SMOOTH, HARD, NONABSORBENT SURFACE OVER MOISTURE RESISTANT UNDERLAYMENT TO A MIN. HT. OF 72" ABOVE DRAIN INLET. TOILET ROOM WALLS WITHIN 24" OF URINALS OR TOILETS SHALL HAVE SMOOTH HARD, NONABSORBENT SURFACE TO MIN 48" ABOVE FLOOR. (CBC 1210). SEE FIN. SCHEDULE AND DETAILS. 3. THRESHOLDS OR CHANGES IN FLOOR SURFACES SHALL NOT EXCEED 1/4" VERTICAL. CHANGES IN ELEVATION BETWEEN 1/4" AND 1/2" SHALL BE SLOPED NO GREATER THAN 1:2. (CBC 11B-303) CHANGES GREATER THAN 1/2" SHALL BE RAMPED 1:12 (CBC 11B-303.4) 4. WHERE NO THRESHOLD OR SILL IS INDICATED, FLOORING SHALL BE CONTIGUOUS BETWEEN ADJOINING ROOMS WITH NO TRANSITIONS, BREAKS, OR THRESHOLDS U.O.N. CLOSET FLOORING SHALL BE SAME MATERIAL AS ADJOINING ROOM U.O.N. 5. MARINE GRADE PLYWOOD SHALL BE USED AT ALL WET LOCATIONS INCLUDING SUBSTRATES FOR STONE AND TILE FINISHES . U.O.N. 6. GYP. BD. SHALL NOT BE STORED ON SITE WITHOUT WEATHER AND MOISTURE PROTECTION. DO NOT INSTALL UNTIL WEATHER PROTECTION FOR THE INSTALLATION IS PROVIDED. 7. GYPSUM BOARD THICKNESS TO BE 5/8" THICK TYPE X MOLD/MILDEW RESISTANT TYPICAL. TYPE-X AT FIRE RATED LOCATIONS. MOISTURE RESISTANT AT HIGH HUMID/DAMP LOCATIONS. INSTALL GYP. BD. WITH LONG DIMENSION PERPENDICULAR TO FRAMING. 8. NEW AND EXISTING GYP. BD. SHALL BE TAPED AND SANDED TO BE LEVEL 4 TYP. LEVEL 3 AT CEILINGS, U.O.N. WITH NO VISIBLE JOINTS, TAPE, SEAMS OR TROWEL MARKS. SURFACES ARE TO BE FREE OF IMPERFECTIONS AND MARKINGS SUBJECT TO BLEED THROUGH, AND SHALL HAVE SMOOTH SURFACE READY TO RECEIVE SCHEDULED FINISH. APPLY NON-STAINING MOISTURE RESISTANT PRIMER/SEALER. WHERE DEEP TONE PAINT IS SCHEDULED, SKIM COAT FULL SURFACE OF SUBSTRATE LEVEL 5 FINISH. 9. PROVIDE TRIMS, REGLETS, MOULDINGS, TRANSITIONS, ACCESSORIES AND MOLDINGS, BY FINISH MFR. U.O.N. 10. ALL PAINTED SURFACES TO BE ROLLER OR SPRAY APPLIED, NO BRUSH STROKES, NAP MARKS. PRIMER SHALL BE APPROVED FOR SUBSTRATE AND PERM < 1. VERIFY PAINT COLOR AND TEXTURE WITH OWNER. SWATCH PAINT EACH ROOM WITH SELECTED COLOR FOR OWNER APPROVAL. SWATCH TO BE 24"X24" MIN. PROVIDE LOW/NO VOC PAINTS WHEN AVAILABLE. 11. PRIME AND PAINT ALL EXPOSED AND SEMI-EXPOSED GYP. BD. A MINIMUM OF 2 COLOR COATS OF ACRYLIC LATEX, EGGSHELL SHEEN,USE 3 COLOR COATS FOR DARK COLORS. SEMIGLOSS AT BASE AND TRIM, AND HIGH GLOSS AT WET LOCATIONS. 12. APPLY ONE COAT OF BITUMINOUS PAINT TO CONCEALED ALUMINUM SURFACES IN CONTACT WITH CEMENTITIOUS OR OTHER DISSIMILAR MATERIALS. 13. FINISH SEALED WOOD AND ADHESIVES SHALL BE FORMALDEHYDE FREE, LOW/NO VOC. 14. INSTALL ALL FINISHES AND SUBSTRATES PER MANUFACTURER RECOMMENDATIONS. PRIOR TO INSTALLATION VERIFY MOISTURE CONTENT, DIMENSIONAL TOLERANCES AND MATERIAL STABILITY/ACCLIIMATION AND ADHESIVE/FASTENERS WITH MANUFACTURER. 4% MAX. DIFF. IN MOISTURE CONTENT FOR WOOD FLOORING AND SUBSTRATE. 15. CAULK JOINTS COLOR TO MATCH DARKER OF ANY ADJOINING MATERIAL. CONTRACTOR SHALL COMPLETE THE CLOSURE AND PROTECTION OF PENETRATIONS IN SHAFTS, ROOFS, WALLS, CEILING AND FLOORS BY SEALING ALL CRACKS AROUND DOORS, LOUVERS, CONDUIT PIPES, DUCTS AND THE LIKE, WITH FIRE SEALANT, FIRE SAFING, FIRESTOP FOAM OR OTHER FIRE-RESISTIVE MATERIALS ACCEPTABLE TO THE FIRE MARSHAL, BUILDING OFFICIALS AND THE ARCHITECT TO CONTAIN ROOM ENVIRONMENTS, COMPLETE FIRE RATED ASSEMBLIES, AND PROVIDE WEATHERTIGHT ENCLOSURE. 16. GENERAL INTERIOR BUILDING SEALANT SHALL BE SINGLE COMPONENT, PAINTABLE, ACRYLICLATEX SEALANT TREMCO ACRYLIC LATEX OR APPROVED EQUAL WITH COLOR WHITE. 17. SEALANT BACK-UP: NON-STAINING, CLOSED-CELL FOAM COMPATIBLE WITH SEALANT TO BE USED. SIZE AND SHAPE TO CONTROL DEPTH OF SEALANT AND TO ALLOW 20 TO 50 PERCENT COMPRESSION UPON INSERTION. 18. PROVIDE SILICONE RUBBER-BASED SEALANT: ONE-PART, NONSAG ELASTOMERIC SEALANT RESISTANT TO MILDEW. PROGLAZE BY TREMCO, 786 MILDEW RESISTANT SILICONE SEALANT BY DOW CORNING. USE AT WALL MOUNTED URINALS, WATER CLOSETS, LAVATORIES, SINKS, DRINKING FOUNTAINS, COUNTERTOPS, AND SPLASHES. 19. PROVIDE NON-HARDENING ACOUSTICAL SEALANT: TREMCO ACOUSTICAL SEALANT, USG ACOUSTICAL SEALANT. USE AT PERIMETER AND PENETRATIONS OF ACOUSTICAL-TYPE INTERIOR PARTITIONS. PROVIDE SHEET CAULKING AND ELECTRICAL BOX SEALER. USE AT ELECTRICAL AND TELECOMMUNICATION BOX PENETRATIONS OF ACOUSTICAL-TYPE INTERIOR PARTITIONS. 20. GLAZING SEALANT SHALL BE ASTM C920, TYPE S, GRADE NS CLASS 25, USE G, ONE-PART, STRUCTURAL STRENGTH SILICONE RUBBER BUILDING SEALANT WITHIN MINIMUM PLUS-OR-MINUS 50 PERCENT JOINT MOVEMENT CAPABILITY. DOW CORNING 11795 SILICONE BUILDING SEALANT, "G.E. SILGLAZE N," OR APPROVED EQUAL WITH COLOR BLACK FOR FRAMED GLAZING AND CLEAR FOR BUTT GLAZED JOINTS, U.O.N. 21. INSTALL RESILIENT TILE USING MANUFACTURER'S RECOMMENDED ADHESIVE. NO PERIMETER TILES SHALL BE LESS THAN HALL OF FULL WIDTH, U.O.N. 22. INSTALL WALLCOVERING USING MANUFACTURER'S RECOMMENDED ADHESIVE. WALLCOVERING SHALL BE CONTINUOUS BEHIND COUNTERTOPS, CHAIR RAILS, ETC. SEAMS SHALL BE TIGHT, NEAT AND NOT LESS THAN 12" FROM CORNERS. DO NOT END WALLCOVERING AT AN OUTSIDE CORNER. 23. INTERIOR WALL AND CEILING FINISHES SHALL BE CLASSIFIED IN ACCORDANCE WITH ASTM E 84 OR UL723 PER CBC SECTION 803. THE MAXIMUM FLAME SPREAD SHALL NOT EXCEED THE LIMITS OF TABLE 803.13 FOR THE FINISH MATERIALS ON THE CEILING AND INTERIOR WALLS. A CERTIFICATION OF MATERIALS SHALL BE REQUIRED TO PASS INSPECTION IN THE FIELD. 24. FIBROUS INTERIOR FLOOR MATERIALS SHALL BE A MINIMUM OF CLASS II IN ACCORDANCE WITH NFPA 253 PER CBC 804 AND SHALL COMPLY WITH ASTM STANDARD E 648 HAVING A SPECIFIC OPTICAL DENSITY SMOKE RATING NOT TO EXCEED 450 PER ASTM E 662. CERTIFICATION OF MATERIALS SHALL BE REQUIRED TO PASS INSPECTION IN THE FIELD. 25. INTERIOR DECORATIVE MATERIALS, TRIM AND FABRICS S HALL MEET FLAME PROPAGATION CRITERIA OF NFPA 701 OR SHALL BE NON-COMBUSTIBLE. SUBMIT MANUFACTURER TEST RESULTS PRIOR TO INSTALLATION. (CBC 806) 26. GUARDS SHALL BE PROVIDED WHEREVER ELEVATION CHANGES IS 30" OR GREATER. MIN . LOADS FOR HANDRAILS AND GUARDS IS 50# PER LIN. FOOT IN ANY DIRECTION AND 200# CONCENTRATED POINT LOAD AT THE TOP. MINIMUM LOAD FOR INFILL COMPONENTS IS 50# PER SQUARE FOOT. 27. MAXIMUM INFILL OPENING SHALL OCCLUDE THE PASSAGE OF A 4" SPHERE AT ANY POINT. 6" AT THE OPENING FORMED BY THE TREAD AND RISER. 28. DISSIMILAR METALS SHALL BE EFFECTIVELY ISOLATED FROM EACH OTHER TO PREVENT GALVANIC ACTION. 29. ALL EXPOSED STONE EDGES ARE TO BE FINISHED TO CREATE A STRAIGHT AND SMOOTH JOINT, UNLESS NOTED OTHERWISE. FINISH ON EDGES TO MATCH FINISH ON FACE OF STONE U.O.N. 30. SMOOTH, DURABLE, EASILY CLEANABLE, LIGHT-COLORED AND NONABSORBENT FINISHES WILL BE REQUIRED WHERE FOOD IS PREPARED/PACKAGED, CUSTOMER SELF-SERVE LOCATIONS WHERE FOOD IS DISPENSED, WAIT STATIONS, UTENSILS ARE WASHED/STORED, JANITORIAL AREAS, RESTROOMS, EMPLOYEE LOCKER ROOMS, WALK-IN FRIDGE/FREEZERS, FOOD STORAGE, GARBAGE AND REFUSE STORAGE. FLOORS MUST ALSO EXTEND INTEGRALLY UP WALLS MIN. 4" WITH A MIN. 3/8" RADIUS. DOORS AND WINDOWS 1. SEE DOOR SCHEDULE AND WINDOW SCHEDULE FOR SIZES AND TYPES OF FENESTRATION AND DAYLIGHT AND VENTILATION PROVISIONS. VERIFY R.O. REQUIREMENTS WITH WINDOW/DOOR MANUFACTURER. 2. UNDERCUT ALL DOORS TO CLEAR TOP OF FINISHED FLOOR, INCLUDING, BUT NOT LIMITED TO CARPET, TILES, ETC. AS APPLICABLE BY 1/4' MAXIMUM, U.O.N. 3. DOOR HANDLES PULLS AND LATCHES AND LOCKS, SHALL BE ACCESSIBLE AND NOT REQUIRE TIGHT GRASPING, TIGHT PINCHING OR TWISTING OF THE WRIST TO OPERATE. HARDWARE SHALL BE COMMERCIAL GRADE ADA COMPLIANT AND PROVIDED BY DOOR/WINDOW MANUFACTURER U.O.N. SEE DOOR SCHEDULE. 4. HARDWARE SETS SHALL BE APPROVED BY DOOR MANUFACTURER FOR LOCATION AND BACKSETS, FUNCTION, DOOR THICKNESS, WEIGHT AS INDICATED. 5. EXTERIOR DOORS SHALL BE WEATHER-STRIPPED AND HAVE WATER TIGHT FLASHING. 6. HINGES SHALL BE HEAVY DUTY QTY. OF 3 PER LEAF, 4 AT DOORS GREATER THAN 7' FINISH SHALL MATCH DOOR HARDWARE U.O.N. FIRE SPRINKLER 1. A PERMIT BY A LICENSED FIRE PROTECTION ENGINEER FOR ALL LIFE SAFETY WORK, IS REQUIRED PRIOR TO WORK ON ANY FIRE PROTECTION SYSTEM OR COMPONENT (NEW SYSTEM OR MODIFICATIONS TO EXISTING) AS REQUIRED TO COMPLY WITH APPLICABLE CODES, SUBMIT THREE (3) SETS OF SHOP DRAWINGS, CALCULATIONS AND SPECIFICATIONS FOR AUTOMATIC FIRE EXTINGUISHING SYSTEM FOR PERMIT TO THE APPROPRIATE MUNICIPAL AGENCY FOR APPROVAL. SPRINKLER SYSTEM IS TO COMPLY WITH NFPA 13 LOCAL FIRE PROTECTION SPRINKLER ORDINANCE. 2. ALL AUTOMATIC SPRINKLER SYSTEMS SHALL BE SUPERVISED BY AN APPROVED CENTRAL PROPRIETARY OR REMOTE STATION SERVICE OR A LOCAL ALARM WHICH WILL GIVE AN AUDIBLE SIGNAL AT A CONSTANTLY ATTENDED LOCATION. FIRE SPRINKLER SYSTEMS TO BE TIED INTO AN ALARM SYSTEM PER C.B.C. 903.4 AND NFPA-13 3. FIRE DEPARTMENT ACCESS MUST BE PROVIDED AND MAINTAINED SERVICEABLE PRIOR TO AND DURING CONSTRUCTION. 4. THE INSPECTION, HYDROSTATIC TEST AND FLUSHING OF THE A.F.E.S. SHALL BE WITNESSED BY THE BUILDING INSPECTOR SPECIALIST/FIRE MARSHAL, AND NO PIPING SHALL BE COVERED OR HIDDEN FROM VIEW UNTIL AN INSPECTION HAS BEEN COMPLETED. ALLOW APPROPRIATE TIME FOR SCHEDULING AN APPOINTMENT. 5. PROVIDE AN EMERGENCY TELEPHONE ON THE JOB SITE PRIOR TO ANY CONSTRUCTION. 6. ALL A.F.E.S AND LIFE SAFETY EQUIP. IS SHOWN FOR DESIGN INTENT ONLY. G.C. SHALL SUBMIT ENGINEERED DRAWINGS TO ALL PARTIES HAVING JURISDICTION, INCLUDING ARCHITECTS, AND SHALL OBTAIN ALL APPLICATIONS, PERMITS AND PAY ALL RELATED FEES. 7. FIRE SPRINKLER HEADS SHALL BE FLUSH-MOUNT TYPE TO MATCH BUILDING STANDARD AND CENTERED IN CLG. TILES, U.N.O. NOTIFY ARCHITECT OF QUESTIONABLE LOCATIONS PRIOR TO INSTALLATION. 10. CHANGES TO FIRE SPRINKLER SYSTEM FOR NEW PARTITION LAYOUT TO BE ENGINEERED AND PROVIDED BY THE CONTRACTOR. 11. SEE MEP DRAWINGS FOR ADDITIONAL FIRE SPRINKLER AND ALARM NOTES NOTES ELECTRICAL 1. PROVIDE ALL DEVICE ROUGH-IN INCLUDING CONDUIT, BOXES, PANELS, WITH A PULL STRING AT EACH TELEPHONE/DATA, COMMUNICATION AND/OR SECURITY DEVICE LOCATION, U.O.N. VERIFY REQ. OF DATA, TELCOM AND SECURITY CABLE WITH ARCHITECT AND CABLE MFR. PROVIDE MIN. SEPARATION OR ADEQUATE INSULATION/SPACING TO MINIMIZE INTERFERENCE BETWEEN DATA/SIGNAL AND LINE VOLTAGE ELECTRICAL CURRENTS. CROSS LINES SHALL BE MADE AT 90°. PROVIDE HOME RUNS TO AV/COM DISTRIBUTION PANEL. PROVIDE CONDUIT FROM TELECOM. RISER CLOSET TO TENANT SPACE VERIFY LOCATION WITH ARCHITECT U.O.N.COORDINATE THE TELEPHONE/DATA SYSTEMS AND INTEGRATE SECURITY SYSTEMS AND SPECIAL INSTALLATIONS AS REQUIRED, U.O.N.. CONFIRM LOW VOLTAGE, DATA, SECURITY, AND AUDIO VISUAL WIRING REQUIREMENTS WITH CLIENT'S PROJECT MANAGER AND I.T. MANAGER 2. ARCHITECTURAL DRAWINGS ARE TO BE USED FOR DEVICE LOCATION ONLY. LOCATE WALL OUTLETS AT DIMENSION NOTED OR ON STUD WITHIN 12" OF LOCATION SHOWN ON DOCUMENTS IF NOT NOTED. HORIZONTAL DIMENSIONS ARE TO THE CENTERLINE OF SINGLE OUTLETS, AND TO THE MIDPOINT OF MULTIPLE ADJACENT OUTLETS. EXCEPT ISOLATED GROUNDS AND DEDICATED OUTLETS. ALL ELECTRICAL DEVICES SHALL BE MOUNTED VERTICALLY, U.O.N. 3. PROVIDE ACCESS TO ALL JUNCTION BOXES AND PANELS AND SERVICEABLE EQUIPMENT. PROVIDE WITH BLANK FLUSH FITTING COVERS TO MATCH FINISH WALL SURFACE. VERIFY LOCATIONS WITH ARCHITECT. ACCESS PANELS TO BE PAINTABLE, SQUARE AND FLUSH WITH ADJACENT SURFACE, WITH MAGNETIC PUSH RELEASE LATCH. PROVIDE ACOUSTICAL SEAL AND INSULATION AT PANELS CONCEALING MOTORS, PUMPS AND MAGNETIC BALLASTS. 4. ALL CONDUIT THROUGH ROOF AND EXTERIOR WALLS SHALL BE WATERTIGHT. AT FIRE RATED WALLS, SLEEVES ARE REQUIRED AT BOTH TELEPHONE AND POWER PENETRATIONS AND ALL PENETRATIONS SHALL BE FIREPROOFED. 5. PROVIDE GROUND FAULT CIRCUIT INTERRUPT PROTECTION AT ALL OUTLET WET LOCATIONS AS REQUIRED BY CODE, IN BATHROOMS, EXTERIOR, KITCHEN COUNTERTOPS AND WITHIN 6' OF SINKS. 6. FLOOR OUTLETS WHERE EXPOSED ARE TO BE FULLY FLUSH WITH FINISH SURFACE WHEN IN CLOSED POSITION. WHERE EXPOSED TO WEATHER OR CONCRETE, PLATE AND BOX SHALL BE APPROVED BY MANUFACTURER FOR EXTERIOR/CONCRETE INSTALLATION. COVERS SHALL HAVE METAL COVER PLATE WITH CORD DOOR ALLOWING COVER TO BE CLOSED WHEN IN USE. (CARLON OR EQ.) FINISH COLOR SHALL MATCH FLOOR COLOR AND BE SUITABLE FOR HIGH TRAFFIC. WHERE REQUIRED, COLOR FINISHES SHALL BE FACTORY/SHOP APPLIED ELECTROPLATING/ELECTRODEPOSITON. SUBMIT PRODUCT CUT SHEET. VERIFY LOCATIONS PRIOR WITH ARCHITECT PRIOR TO ROUGH-IN. 7. CONTRACTOR TO LAYOUT FLOOR OUTLETS FOR ARCHITECT'S REVIEW BEFORE CORING. CHARGES TO CORRECT UNREVIEWED OUTLETS WILL NOT BE ACCEPTED. ALL CORING NECESSARY SHALL BE COORDINATED WITH BUILDING LL OR MANAGEMENT TO SCHEDULE TIME FOR CORE DRILLING. 8. PROVIDE WEATHER PROOF GFCI PROTECTED OUTLETS AT ALL EXTERIOR LOCATIONS, COLOR TO MATCH EXTERIOR COLOR. 9. PROVIDE TAMPER RESISTANT TWIST LOCK CHILD SAFETY COVER PLATES AT ALL OUTLETS WITHIN 48" OF FLOOR. 10. FINISH ELECTRICAL OUTLETS AND SWITCHES TO BE IMPACT-RESISTANT AND OPERABLE WITH ONE HAND WITHOUT GRASPING, PINCHING OR TWISTING OF THE WRIST WITH A MAXIMUM OPERABLE FORCE OF 5LBS (CBC 111B.6) ROCKER/PUSH PLATE SNAPON TYPE U.O.N. COLOR OF COVERPLATES SHALL BE WHITE, U.O.N. ALL ELECTRICAL DEVICES (SWITCHES, PLUGS, ETC.) TO BE U.L. LABELED AND THE SAME COLOR AS COVERPLATE, U.O.N. 11. DIMMERS TO BE COMPATIBLE WITH FIXTURE AND LIGHTING AND HEATING LOADS. PROVIDE ADDITIONAL COMPONENTS AS REQUIRED BY DIMMER MANUFACTURER FOR SPECIFIC APPLICATION. DIMMERS SHALL ALLOW USER PRESET LEVEL CONTROL AND HAVE LED NIGHTLITE U.O.N.. PROVIDE MINIMUM 1YEAR WARRANTY ON ALL DIMMERS. 12. LIGHTING LOADS SHALL NOT BE INCREASED. EXISTING FIXTURES WILL BE RELOCATED AS SHOWN. NO NEW FIXTURES SHALL BE ADDED OR REPLACED WITHOUT APPROVAL FROM ARCHITECT. T-24 MANDATORY MEASURES APPLY. 13. RECESSED LIGHT FIXT. SHALL BE IC RATED AT INSULATED CEILINGS, WITH THERMALLY MANAGED HEAT-SINKED BALLASTS. TYP. 14. PROVIDED EMERGENCY LIGHTING FOR THE MEANS OF EGRESS ILLUMINATION WITH BATTERY BACK-UP CAPABLE TO MAINTAIN 1FT CANDLE PATH ILLUMINATION FOR 90 MINUTE DURATION INSTALLED IN ACCORDANCE WITH CBC 2702 NFPA 110 AND 111 (CBC 1008.3) 15. LIGHTING FIXTURES SHALL HAVE A MINIMUM OF 2 YEAR PARTS AND LABOR WARRANTY. SUBMIT WARRANTY LITERATURE. 16. FLUORESCENT LAMPS SHALL BE WARM WHITE LAMP CCT 2700K-3000K TYP. U.O.N. LANDLORD PROVIDED FIXTURES SHALL BE LAMPED ACCORDING TO LANDLORD LAMP STANDARDS 17. ELECTRICAL PANELS, ROUGH IN BOXES TO BE INSTALLED FLUSH TO FINISH. FIRE RATING OF WALLS MUST BE MAINTAINED AT RECESSED EQUIPMENT. VERIFY ALL SURFACE MOUNTED BOXES OR PANELS WITH ARCHITECT AND MEP PRIOR TO INSTALLATION. 7. NEW DOOR AND WINDOW FRAMES TO BE PAINTED SHALL BE FINISHED WITH 2 COATS BONDING AGENT, 1 LACQUER UNDERCOAT, 2 COLOR COATS ACRYLIC LACQUER WITH SCHEDULED SHEEN. 8. MASK U.L. LABEL ON DOORS, FRAMES AND FINISHES. DO NOT APPLY FINISHES TO DOOR OR FRAME LABELS, U.O.N. 9. FINISH VERTICAL EDGES OF DOORS TO MATCH FACES, SEAL TOP AND BOTTOM EDGES. 10. PAINT ASTRAGALS AT FIRE RATED DOORS TO MATCH DOOR COLORS. 11. PANIC HARDWARE, WHERE REQUIRED, SHALL BE LISTED UL305 AND MOUNTED BETWEEN 34 AND 44" ABOVE FLOOR AND EXTEND A MINIMUM OF 1/2 THE OPERABLE LEAF AND HAVE MAXIMUM OPERABLE FORCE OF 15LBS. U.O.N. 12. INTERIOR, NON-RATED EGRESS DOORS SHALL HAVE A MAX. OPERABLE FORCE OF 5LBS. U.O.N. 13. EGRESS DOORS SHALL HAVE LANDINGS ON EACH SIDE OF THE DOOR WITH A MIN. WIDTH OF STAIRWAY OR DOOR (WHICHEVER IS GREATER) AND MIN LENGTH OF 44" IN THE DIRECTION OF TRAVEL. (CBC 1010). U.O.N. 14. EXITS AND EGRESS DOORS SHALL BE MARKED WITH ILLUMINATED EXIT SIGNS PER CBC 1013, EXIT SIGNS MUST BE READILY VISIBLE FROM THE EGRESS PATH OF TRAVEL AND MARKED TO INDICATE THE DIRECTION OF TRAVEL WHERE THE EXIT IS NOT IMMEDIATELY VISIBLE. EXIT SIGNS SHALL BE PLACED SO THAT NO POINT IN AN EXIT ACCESS IS MORE THAN 100' VIEWING DISTANCE U.O.N. PROVIDE TACTILE EXIT SIGNS AT EXIT DOORS AND EXIT ACCESS DOORS PER 1013.4 15. EGRESS DOORS SHALL NOT PREVENT OPERATION IN THE DIRECTION OF EGRESS AND ARE TO BE OPERABLE WITHOUT THE USE OF A KEY OR SPECIAL KNOWLEDGE OR A SIGN SHALL BE PROVIDED STATING, "THIS DOOR TO REMAIN UNLOCKED WHEN THIS SPACE IS OCCUPIED." THE SIGN SHALL BE IN LETTERS 1" HIGH ON A CONTRASTING BACKGROUND (CBC1010.2.4 16. FIRE RATED DOORS AND FRAMES ARE TO BE LABELED BY MANUFACTURER AND MEET POSITIVE PRESSURE REQUIREMENTS PER UL10C AND UL10B AND SHALL HAVE SELF CLOSING HINGES OR CLOSERS ADJUSTED FOR TIGHT FITTING FULL CLOSURE WITH CONTINUOUS SMOKE SEALS AND DRAFT CONTROL ASSEMBLIES 17. PROVIDE SAFETY GLAZING AT THE FOLLOWING LOCATIONS: A. GLAZING IN DOORS AND GUARDS B. GLAZING ADJACENT TO DOORS LOCATED LESS THAN 24" FROM DOORS OR WHEN EXPOSED EDGE IS LESS THAN 60" ABOVE FLOOR C. DOORS ENCLOSING WET AREAS SERVED BY A DRAIN WITHIN 60" OF FLOOR D. GLASS PANES WITHIN 18" OF FLOOR OR GREATER THAN 9 SQ. FT. E. GLAZING ADJACENT TO STAIRWAYS WITHIN 60" OF A TREAD 18. INSTALL SAFETY GLASS WITH MANUFACTURER'S SEAL LOCATED AT THE LOWER RIGHT CORNER OF THE LITE. CONCEAL TONG MARKS, IF ANY. COMPLY WITH FGMA GLAZING MANUAL AND THE MANUFACTURER'S PRINTED INSTALLATION INSTRUCTIONS. 19. DISSIMILAR METALS SHALL BE EFFECTIVELY ISOLATED FROM EACH OTHER TO PREVENT GALVANIC ACTION. CEILING 1. MINIMUM CEILING HEIGHT AT EGRESS PATH OF TRAVEL TO BE 7'-6" ABOVE FLOOR. ALLOWABLE PROJECTIONS FOR STRUCTURE OR EQUIPMENT, SHALL NOT REDUCE CEILING HEIGHT BELOW 6'-8" 2. GENERAL CONTRACTOR SHALL COORDINATE THE WORK OF ALL SUBCONTRACTORS TO ENSURE CLEARANCES FOR DUCTS, PIPES, CONDUITS, FIXTURES, SUSPENSION SYSTEMS, ETC. NECESSARY TO MAINTAIN THE FINISHED CEILING HEIGHT NOTED. CONTACT ARCHITECT TO RESOLVE CONFLICTS BEFORE PROCEEDING. CEILING GRID AND REFRAMING CHARGES DUE TO CEILING CONFLICTS WILL NOT BE ACCEPTED. 3. VERIFY FIELD CONDITIONS AND LOCATIONS OF ALL NEW AND EXISTING PLUMBING, MECHANICAL DUCTS, STRUCTURAL ELEMENTS AND OTHER APPLICABLE ITEMS. INSTALL APPLICABLE NEW PLUMBING, MECHANICAL FANS, DUCTS, CONDUITS, AND OTHER RELATED ITEMS SO AS TO NOT CONFLICT WITH LIGHT FIXTURES AND OTHER EXISTING AND NEW CONDITIONS. 4. ARCHITECTURAL PLAN SHALL GOVERN THE LOCATION OF ALL EXPOSED ITEMS. IN THE EVENT OF DISCREPANCIES, ENGINEERING DRAWINGS TO GOVERN QUANTITY OF LIGHT FIXTURES FOR COMPLIANCE WITH APPLICABLE CODES. 5. PROVIDE CODE ACCEPTABLE & APPROPRIATE SUSPENSION AND BRACING FOR INTEGRATION OF CEILING GRID, FIXTURES, AND ABOVE CEILING ITEMS WHEN APPLICABLE. SUSPENDED ACOUSTIC CEILINGS SHALL BE INSTALLED AND BRACED IN ACCORDANCE WITH ASTM C635 AND ASTM C636 FIRE PROTECTION 1. PROVIDE PORTABLE FIRE EXTINGUISHERS AS REQUIRED BY CA FIRE CODE AND AS REQUIRED BY THE LOCAL JURISDICTION.. LOCATIONS SHOWN ON PLANS ARE TO BE VERIFIED WITH LOCAL FIRE MARSHALL. ARE PORTABLE FIRE EXTINGUISHERS SHALL BE IN ACCORDANCE WITH CFC 906 2. WHERE FIRE EXSTINGUISHERS ARE REQUIRED IN PUBLIC AREAS OR TO MAINTAIN REUIRED FLOOR CLEARANCES, PROVIDE PROVIDE RECESSED METAL CABINETS WITH FIRE EXTINGUISHERS AT LOCATIONS INDICATED ON THE DRAWINGS OR AS REQUIRED BY OFFICIALS. 3. PENETRATIONS IN FIRE RATED WALLS SHALL BE FIRESTOPPED WITH APPROVED PENETRATION SYSTEM TESTED IN ACCORDANCE WITH ASTM E814 OR UL 1479 WITH A MINIMUM POSITIVE PRESSURE DIFFERENTIAL OF .01" AND AN F RATING NOT LESS THAN THAT OF THE WALL ASSEMBLY. PROVIDE APPROVED LISTING OF ASSEMBLY AND SYSTEM PRIOR TO INSTALLATION. (CBC 714.4.1) 5. FIRE STOP SEALANT SHALL BE, ONE-PART SILICONE ELASTOMERIC SEALANT, AND FIRE STOP FOAM, TWO-PART SILICONE RTV FOAM: U.L. RATED FOR 1, 2, AND 3 HOUR FIRE RESISTIVE RATINGS PER ASTM E-814/UL 1479. DOW CORNING FIRE STOP SEALANT OR 3M BARRIER CAULK (COORDINATE WITH SPECS). FIRE STOP SEALANT MUST BE ACCEPTABLE TO LOCAL CODE ENFORCEMENT OFFICIALS. 6. MECHANICAL DUCTS IN FIRE RATED WALLS SHALL BE EQUIPPED WITH SMOKE AND/OR FIRE DAMPERS (CBC 717) 7. PROVIDE FIRE-BLOCKING AT THE FOLLOWING LOCATIONS (CBC 718.2)ALL WALL/CEILING CAVITIES AT 10'MAX. INTERVALS BOTH HORIZONTAL AND VERTICAL. (2) PLANAR TRANSITIONS AT SOFFITS, DROP CEILINGS, COVE CEILINGS (3) STAIR STRINGER WALLS AT TREADS (4) AT FLOOR LEVEL PENETRATIONS AROUND VENTS, PIPES, DUCTS, CHIMNEYS, TYP. (5) AT OPENINGS BETWEEN ATTIC AND FACTORY BUILT CHIMNEYS. 8. WHERE FIRE RESISTANCE RATED SEPARATIONS ARE REQUIRED FOR EXTERIOR WALLS ASSEMBLY SHALL BE IN ACCORDANCE WITH TABLE 601 AND 705.5 FOR EXPOSURE TO FIRE ON BOTH SIDES. (CBC 705) WHERE ONE SIDE EXPOSURE IS ALLOWED AND FIRE RESISTIVE EXTERIOR CONSTRUCTION IS REQUIRED BY LOCAL ORDINANCES PROVIDE 5/8" TYPE X EXTERIOR FIRE RESISTANT GYPSUM BOARD, U.O.N. 9. MAINTAIN EXISTING FIRE RATED CONSTRUCTION OF ALL EGRESS ELEMENTS AND COMPONENTS WHERE OCCURS. 10. INTERIOR EXIT STAIRWAYS SHALL BE ENCLOSED BY FIRE RATED CONSTRUCTION IN ACCORDANCE WITH CBC 707 AND SHALL MAINTAIN A MINIMUM FIRE RATING OF NOT LESS THAN 1 HOUR WHEN SERVING LESS THAN 4 STORIES PER CBC 713.4 11. ENCLOSED AREAS UNDER STAIRWAYS SHALL BE PROTECTED BY 1 HOUR FIRE RESISTIVE RATING OR THAT OF THE STAIRWAY ENCLOSURE WHICHEVER IS GREATER PER CBC 1011.7.3 12. DOORS, OPENINGS, AND GLAZING ASSEMBLIES IN FIRE RATED CONSTRUCTION SHALL BE TESTED AND CLEARLY LABELED IN ACCORDANCE WITH CBC 716 AND INSTALLED PER NFPA 80 13. KITCHEN FIRE SUPRESSION SYSTEM AND HVAC DUCT DETECTORS TO BE CONNECTED TO THE BUILDING ALARM SYSTEM. 14. EXIT DOORS TO BE PROVIDED WITH PANIC HARDWARE IN ACCORDANCE WITH CBC 1010.2.9 15. POST OCCUPANT LOAD NEAR MAIN ENTRANCE. 16. PROVIDE FIRE DEPARTMENT LOCK BOX. 17. EXIT SIGNS, EMERGENCY LIGHTING, FIRE EXTINGUISHERS, FIRE DEPARTMENT LOCK BOX AND ADDRESS POSTING TO BE FIELD VERIFIED BY FIRE INSPECTOR. STEVEN GARCIA DESIGNER 215 W 4th St 1/22/2025 T-1.2 THIS DRAWING, SPECIFICATIONS AND IDEAS, DESIGNS THEREBY ARE AND SHALL REMAIN THE PROPERTY OF IG DRAFTING & DESIGN AND NO PART THEREOF SHALL BE COPIED DISCLOSED TO OTHERS OR USED IN CONNECTION WITH ANY WORK OR PROJECT FOR WHICH THERE HAVE BEEN PREPARED AND DEVELOPED, WITHOUT THE WRITTEN CONSENT OF IG DRAFTING & DESIGN, VISUAL CONTACT WITH THESE DRAWINGS SHALL CONSTITUTE EVIDENCE OF ACCEPTANCE OF THESE RESTRICTIONS. DO N C H U R R O S 1 2 3 4 RAMPS: A. THE MAXIMUM SLOPE OF A RAMP THAT SERVES ANY EXIT WAY, PROVIDES ACCESS FOR PERSONS WITH DISABILITIES, OR IS IN THE PATH OF TRAVEL SHALL BE 1” RISE IN 12” OF HORIZONTAL RUN CROSS SLOPE OF RAMP RUNS SHALL NOT BE STEEPER THAN 1:48. (11B-405.2 & 11B-405.5) B. THE CLEAR WIDTH OF A RAMP RUN SHALL BE 48” MINIMUM. SEE EXCEPTIONS. (11B-405.5) C. RAMP SURFACES SHALL BE STABLE, FIRM & SLIP RESISTANT AND SHALL COMPLY WITH SECTION 11B-302. (11B- 405.4) D. INTERMEDIATE LANDINGS SHALL BE PROVIDED AT INTERVALS NOT EXCEEDING 30” OF VERTICAL RISE AND AT EACH CHANGE OF DIRECTION IN EXCESS OF 30 DEGREES. (11B-405.6 & 11B-405.7.4) E. TOP LANDINGS SHALL BE AT LEAST AS WIDE AS THE WIDEST RAMP RUN AND NOT LESS THAN 60” WIDE MINIMUM. LANDINGS SHALL HAVE A LENGTH OF NOT LESS THAN 60” IN THE DIRECTION OF RAMP RUN. (11B-405.7.3). F. BOTTOM LANDINGS SHALL EXTEND 72” MINIMUM IN THE DIRECTION OF THE RAMP RUN. (11B-405.7.3.1 & FIGURE 11B-405.7) G. DOORS IN ANY POSITION SHALL NOT REDUCE THE MINIMUM DIMENSION OF THE RAMP LANDING TO LESS THAN 42” AND SHALL NOT REDUCE THE REQUIRED WIDTH BY MORE THAN 3” WHEN FULLY OPEN. (11B-405.7.5) H. MANEUVERING CLEARANCES REQUIRED BY SECTIONS 11B-404.2.4 & 11B-404.3.2 SHALL BE PERMITTED TO OVERLAP REQUIRED LANDING AREA. THE WIDTH OF THE LANDING SHALL EXTEND 24” PAST THE STRIKE EDGE OF ANY DOOR OR GATE FOR EXTERIOR RAMPS AND 18” PAST THE STRIKE EDGE FOR INTERIOR RAMPS. (11B-405.7.5 & TABLE 11B-404.2.4.1) i.RAMPS THAT CHANGE DIRECTION BETWEEN RUNS SHALL HAVE A CLEAR LANDING 60” MIN BY 72” MIN IN THE DIRECTION OF DOWNWARD TRAVEL FROM THE UPPER RAMP RUN. (11B-405.7.4) j.RAMP RUNS SHALL HAVE HANDRAILS COMPLYING WITH SECTION 11B-505. HANDRAILS ARE REQUIRED ON RAMPS THAT PROVIDE ACCESS IF THE RAMP SLOPE EXCEEDS 1” RISE IN 20” OF HORIZONTAL RUN, EXCEPT THAT AT EXTERIOR DOOR LANDINGS, HANDRAILS ARE NOT REQUIRED ON RAMPS LESS THAN 6” RISE OR 72” IN LENGTH. (11B-402.2 & 11B-405.8) k.HANDRAILS SHALL BE PLACED ON EACH SIDE OF EACH RAMP AND SHALL BE CONTINUOUS THE FULL LENGTH OF THE RAMP, SHALL BE 34” TO 38” ABOVE THE RAMP SURFACE, SHALL EXTEND HORIZONTALLY ABOVE THE LANDING FOR 12” MIN BEYOND THE TOP AND THE BOTTOM OF RAMP RUN. EXTENSIONS SHALL RETURN TO A WALL, GUARD OR THE LANDING SURFACE OR SHALL BE CONTINUOUS TO THE HANDRAIL OF AN ADJACENT RAMP RUN (11B-505.10.1 & FIGURE11B-505.10.1). l.HANDRAIL GRIPPING SURFACES WITH A CIRCULAR CROSS SECTION SHALL HAVE AN OUTSIDE DIAMETER OF 1¼” MINIMUM AND 2” MAXIMUM. NON-CIRCULAR CROSS SECTIONS SHALL HAVE A PERIMETER DIMENSION OF 4” MINIMUM AND 6¼” MAXIMUM, AND A CROSS SECTION OF 2¼” MAXIMUM. (11B-505.7 & FIGURE 11B- 505.7.2). m.GRIPPING SURFACES (TOP AND SIDES) SHALL BE CONTINUOUS ALONG THEIR LENGTH AND SHALL BE UNINTERRUPTED BY NEWEL POSTS, OTHER CONSTRUCTION ELEMENTS, OR OBSTRUCTIONS. BOTTOM OF GRIPPING SURFACES SHALL NOT BE OBSTRUCTED FOR MORE THAN 20% OF THEIR LENGTH. ANY WALL OR OTHER SURFACE ADJACENT TO THE HANDRAIL SHALL BE FREE OF SHARP OR ABRASIVE ELEMENTS AND SHALL HAVE ROUNDED EDGES (11B-505.6, 11B-505.8). n.HANDRAIL PROJECTING FROM A WALL SHALL HAVE A SPACE OF 1 ½” BETWEEN THE WALL AND THE HANDRAIL. (11B -505.5). o.HANDRAIL EXTENSION RETURN BOTTOM SHALL BE 27 INCHES MAXIMUM ABOVE FINISHED FLOOR. (11B-307.2) p.EDGE PROTECTION SHALL BE PROVIDED ON EACH SIDE OF THE RAMP RUN AND AT EACH SIDE OF THE RAMP LANDING. WHERE THE RAMP SURFACE IS NOT BOUNDED BY A WALL, THE RAMP SHALL HAVE A CURB AT MINIMUM OF 2” IN HEIGHT OR A BARRIER THAT PREVENTS THE PASSAGE OF A 4” DIAMETER SPHERE WITHIN 4” OF THE FINISH FLOOR (11B-405.9.2). REACH RANGES: PLEASE SHOW AND/OR PROVIDE NOTES: a.ELECTRICAL REACH (11B-308.1.1, 11B-308.1.2): a)CONTROLS, SWITCHES, & RECEPTACLE OUTLETS LOW REACH SHALL BE MEASURED TO THE BOTTOM OF THE OUTLET BOX AND THE HIGH REACH SHALL BE MEASURED TO THE TOP OF THE OUTLET BOX. b.FORWARD REACH (11B-308.2): a)UNOBSTRUCTED HIGH REACH SHALL BE 48 INCHES MAXIMUM AND LOW SHALL BE 15 INCHES MINIMUM ABOVE THE FINISHED FLOOR. b)OBSTRUCTED HIGH REACH SHALL BE 48 INCHES MAXIMUM WHEN REACH DEPTH IS 20 INCHES MAXIMUM. c)OBSTRUCTED HIGH REACH SHALL BE 44 INCHES MAXIMUM WHEN REACH DEPTH IS GREATER THAN 20 INCHES BUT LESS THAN 25 INCHES. c.SIDE REACH (11B-308.3): a)UNOBSTRUCTED HIGH REACH SHALL BE 48 INCHES MAXIMUM AND LOW SHALL BE 15 INCHES MINIMUM ABOVE THE FINISHED FLOOR. b)OBSTRUCTED HIGH REACH SHALL BE 48 INCHES MAXIMUM WHEN REACH DEPTH IS 10 INCHES MAXIMUM. c)OBSTRUCTED HIGH REACH SHALL BE 46 INCHES MAXIMUM WHEN REACH DEPTH IS GREATER THAN 10 INCHES BUT LESS THAN 24 INCHES. 4 STEVEN GARCIA DESIGNER 215 W 4th St 1/22/2025 T-1.3 THIS DRAWING, SPECIFICATIONS AND IDEAS, DESIGNS THEREBY ARE AND SHALL REMAIN THE PROPERTY OF IG DRAFTING & DESIGN AND NO PART THEREOF SHALL BE COPIED DISCLOSED TO OTHERS OR USED IN CONNECTION WITH ANY WORK OR PROJECT FOR WHICH THERE HAVE BEEN PREPARED AND DEVELOPED, WITHOUT THE WRITTEN CONSENT OF IG DRAFTING & DESIGN, VISUAL CONTACT WITH THESE DRAWINGS SHALL CONSTITUTE EVIDENCE OF ACCEPTANCE OF THESE RESTRICTIONS. DO N C H U R R O S 1 2 3 4 4 STEVEN GARCIA DESIGNER 215 W 4th St 1/22/2025 T-1.4 THIS DRAWING, SPECIFICATIONS AND IDEAS, DESIGNS THEREBY ARE AND SHALL REMAIN THE PROPERTY OF IG DRAFTING & DESIGN AND NO PART THEREOF SHALL BE COPIED DISCLOSED TO OTHERS OR USED IN CONNECTION WITH ANY WORK OR PROJECT FOR WHICH THERE HAVE BEEN PREPARED AND DEVELOPED, WITHOUT THE WRITTEN CONSENT OF IG DRAFTING & DESIGN, VISUAL CONTACT WITH THESE DRAWINGS SHALL CONSTITUTE EVIDENCE OF ACCEPTANCE OF THESE RESTRICTIONS. DO N C H U R R O S 1 2 3 4 4 STEVEN GARCIA DESIGNER 215 W 4th St 1/22/2025 40'-0" 100'-0" 20 . 9 7 ' 21 . 5 3 ' 42 . 5 ' 94'-7" 50'-0"A-0.0 THIS DRAWING, SPECIFICATIONS AND IDEAS, DESIGNS THEREBY ARE AND SHALL REMAIN THE PROPERTY OF IG DRAFTING & DESIGN AND NO PART THEREOF SHALL BE COPIED DISCLOSED TO OTHERS OR USED IN CONNECTION WITH ANY WORK OR PROJECT FOR WHICH THERE HAVE BEEN PREPARED AND DEVELOPED, WITHOUT THE WRITTEN CONSENT OF IG DRAFTING & DESIGN, VISUAL CONTACT WITH THESE DRAWINGS SHALL CONSTITUTE EVIDENCE OF ACCEPTANCE OF THESE RESTRICTIONS. DO N C H U R R O S 1 2 3 4 Scale: 3/16"=1'-0" SITE PLAN1 Scale: 3/16"=1'-0" LINE OF SIGHT 2 4 4 4 4 4 4 STEVEN GARCIA DESIGNER 215 W 4th St 1/22/2025 WALL LEGENDMARK KEY DESCRIPTION ?? 1.THE WORD 'CONTRACTOR' MEANS THE GENERAL CONTRACTOR, AND WHERE APPLICABLE BY TRADE, SUBCONTRACTORS. IT IS THE SOLE RESPONSIBILITY OF THE GENERAL CONTRACTOR TO COORDINATE THE WORK OF ALL TRADES AS THEY AFFECT ONE ANOTHER. 2.CONTRACTOR SHALL BE USED TO REPRESENT ALL THE SUBCONTRACTORS, MATERIAL SUPPLIERS AND OTHER TRADES NECESSARY FOR THE SUCCESSFUL COMPLETION OF THE WORK. 3.CONTRACTOR SHALL BE RESPONSIBLE FOR REVIEWING ALL NOTES PRIOR TO FINALIZING CONSTRUCTION CONTRACT. 4.CONTRACTOR SHALL BE RESPONSIBLE FOR ALL REQUIRED SAFETY PRECAUTIONS AND THE METHODS, TECHNIQUES, OR PROCEDURES TO PERFORM HIS/HER WORK. 5.CONTRACTOR IS TO PROVIDE THE ARCHITECT AND ANY OTHER MEMBER OF THE DESIGN TEAM, A 48-HOUR MINIMUM ADVANCE NOTICE PERIOD FOR ALL REQUESTED AND REQUIRED FIELD REVIEWS. 6.THE CONTRACTOR SHALL MAINTAIN LIABILITY INSURANCE TO PROTECT HIMSELF AND HOLD THE OWNER AND ARCHITECT HARMLESS FROM ANY AND ALL CLAIMS FOR DAMAGES OF PERSONAL OR BODILY INJURY, OR DEATH, OR PROPERTY DAMAGE DURING THE COURSE OF THE CONTACT. NOTHING CONTAINED IN THESE DRAWINGS OR IN ANY ACCOMPANYING CONTRACT DOCUMENTS SHALL CREATE ANY CONTRACTUAL RELATIONSHIP BETWEEN. 7.THE CONTRACTOR AND THE ARCHITECT. THE APPROVAL OF PLANS AND SPECIFICATIONS DOES NOT PERMIT THE VIOLATION OF ANY APPLICABLE CODE, CITY ORDINANCES OR STATE LAWS. IF THE CONTRACTOR PERFORMS ANY WORK CONTRARY TO APPLICABLE LAWS, ORDINANCES, AND RULES AND REGULATIONS, WITHOUT GIVING PRIOR WRITTEN NOTICE TO THE ARCHITECT , S/HE SHALL ASSUME FULL RESPONSIBILITY THEREIN, AND WILL BEAR ALL COST ATTRIBUTABLE HERETO. 8.CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING APPROVAL BY THE BUILDING INSPECTOR OF ALL CONCEALED WORK BEFORE CLOSING UP. THE OWNER SHALL PAY FOR AND THE CONTRACTOR SHALL ACQUIRE THE BUILDING PERMIT. THE CONTRACTOR SHALL ACQUIRE ALL OTHER PERMITS, COMPLIANCE REQUIREMENTS, AND INSPECTIONS NECESSARY FOR THE PROPER EXECUTION OF THE WORK IN ACCORDANCE WITH APPLICABLE CODES AND GOVERNING REGULATIONS. 9.ALL MATERIALS AND WORK SHALL CONFORM TO ALL GOVERNING BUILDING CODES AND REGULATIONS. 10.ALL PAINT, STAIN AND OTHER MATERIALS MUST COMPLY WITH LOCAL, STATE, AND FEDERAL AIR POLLUTION CONTROL MANDATES. THE CONTRACTOR SHALL PROVIDE TEMPORARY BRACES, SHORING AND GUYS REQUIRED TO SUPPORT ALL LOADS TO WHICH THE BUILDING STRUCTURE AND COMPONENTS, ADJACENT SOILS AND STRUCTURES, UTILITIES AND RIGHTS-OF-WAY MAY BE SUBJECTED DURING CONSTRUCTION. 11.CONTRACTOR SHALL KEEP PREMISES SECURE, CLEAN AND HAZARD FREE AT ALL TIMES WITH ALL DEBRIS REMOVED AT THE END OF THE DAY. 12.WORK SHALL BE PERFORMED IN A SAFE MANNER OBSERVING ALL STANDARD OSHA CODES. 13.CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING EQUIPMENT, MATERIALS AND WORK IN NEAT, CLEAN, ORDERLY AND SAFE CONDITION AT ALL TIMES. AT THE COMPLETION OF CONSTRUCTION, REMOVE ALL EXCESS MATERIALS AND REFUSE FROM THE SITE. LEAVE ALL SURFACES WITHIN CONSTRUCTION SITE FREE FROM DUST, DIRT, AND STAINS. THE CONTRACTOR SHALL REPAIR OR REPLACE ANY SURFACES OR ITEMS DAMAGED BY CONSTRUCTION TO THE SATISFACTION OF THE ARCHITECT AND OWNER. UPON COMPLETION OF WORK, ALL WORK AREAS SHALL BE LEFT BROOM CLEAN AND DEBRIS SHALL BE REMOVED FROM THE SITE BY THE CONTRACTOR. 14.THE CONTRACTOR SHALL PROVIDE THE NECESSARY STORAGE SPACE FOR THE PROTECTION OF DOCUMENTS, TOOLS, AND MATERIALS AT THE SITE. 15.CONTRACTOR SHALL PROVIDE TEMPORARY POWER, WATER, AND TOILET FACILITIES ON THE JOB SITE IF NECESSARY OR REQUIRED BY LOCAL CODE. BUILDING ADDRESS SHALL BE PROVIDED ON THE BUILDING IN SUCH A POSITION AS TO BE LEGIBLE FROM THE STREET. (SECTION 501.2) THE PLUMBING AND ELECTRICAL SUBCONTRACTORS SHALL PROVIDE AND INSTALL ROUGH PLUMBING AND FINAL HOOK-UP FOR ALL THE SPECIFIED FIXTURES, EQUIPMENT, CABINETRY, FURNISHINGS AND ALL OTHER ITEMS REQUIRED BY LOCAL CODES. 16.THE CONTRACTOR SHALL COORDINATE AND SCHEDULE ALL WORK WITH THE APPROVAL OF THE OWNER. CONTRACTOR SHALL PROVIDE THE OWNER WITH A FULL CONSTRUCTION SCHEDULE PRIOR TO THE START OF ANY WORK. 17.THE CONSTRUCTION SCHEDULE SHALL BE UP TO DATE AT ALL TIMES AND BE PRINTED AND ON SITE AND/OR AVAILABLE TO THE OWNER AT ALL TIMES. 18.THE CONTRACTOR SHALL NOTIFY THE OWNER OF ANY DELAYS OR CHANGE OF SCHEDULE. 19.THE GENERAL CONTRACTOR SHALL MAINTAIN A FULL SET OF DRAWINGS, SPECIFICATIONS, AND APPROVED SHOP DRAWINGS AND ALL REQUIRED PERMITS AND PERMIT DRAWINGS ON THE JOBSITE AT ALL TIMES. THEY SHALL BE MADE AVAILABLE TO THE OWNER AND ARCHITECT ON REQUEST. BEFORE SUBMITTING ANY PROPOSAL, IT SHALL BE THE RESPONSIBILITY OF THE GENERAL CONTRACTOR TO FAMILIARIZED HIM/HERSELF WITH ALL CONDITIONS AT THE SITE RELATIVE TO EXITING WORK, MATERIALS TO BE MATCHED, WORKING SPACE AVAILABLE, ACCESS, AND ALL OTHER ASPECTS AFFECTING THE SCOPE OF THE WORK TO THE MAKING OF AN INTELLIGENT BID. NO INCREASE IN COST OR EXTENSION IN PERFORMANCE TIME WILL BE CONSIDERED FOR FAILURE TO KNOW THE SITE CONDITIONS. 20.CONTRACTOR SHALL ERECT AND MAINTAIN TEMPORARY BARRICADES AND DUST-PROOF PARTITIONS A NEEDED FOR PROTECTION AGAINST ACCIDENT, AND SHALL CONTINUOUSLY MAINTAIN ADEQUATE PROTECTION OF HIS WORK AND THE OWNER'S PROPERTY FROM DAMAGE OR LOSS ARISING IN CONNECTION WITH CONSTRUCTION. 21.UNLESS ITEMS ARE SPECIFICALLY ITEMIZED IN CONTRACT DOCUMENTS AS NOT IN CONTRACT (NIC), THEY WILL BE ASSUMED TO BE INCLUDED IN THE ESTIMATE OR CONTRACT PRICE. 22.ANY ALLOWANCE ITEMS SHALL BE SPECIFICALLY IDENTIFIED AS ALLOWANCE AND INCLUDED IN THE ESTIMATE OR CONTRACT PRICE. 23.CONTRACTOR SHALL IMMEDIATELY NOTIFY THE OWNER OF ANY EXTRA COSTS ARISING FROM THE EXECUTION OF HIS CONTRACT OR SUBCONTRACTS AND SHALL RECEIVE OWNER'S WRITTEN APPROVAL OF SAME PRIOR TO STARTING THE WORK. 24.CONTRACTOR SHALL NOT USE ANY POTENTIALLY HAZARDOUS MATERIAL OR PRODUCTS IN THE CONSTRUCTION AND SHALL ADVISE OWNER OF ANY POTENTIALLY HAZARDOUS MATERIAL OR PRODUCTS RECOMMENDED, SELECTED, OR SPECIFIED PRIOR TO PURCHASING OR INSTALLING. 25. NO HAZARDOUS MATERIALS WILL BE STORED AN/OR USED WITHIN THE BUILDING WHICH EXCEED THE QUANTITIES AS REGULATED BY APPLICABLE CODES OR GREEN BUILDING PRACTICES, WHICH EVER IS MORE STRICT. THE CONTRACTOR SHALL HAVE A SUPERINTENDENT AT THE JOB SITE WHENEVER ANY WORK UNDER THIS CONTRACT IS BEING PERFORMED IN ORDER TO PROVIDE CONSTANT SUPERVISION. 26.THE CONTRACTOR SHALL FURNISH AND INSTALL ALL PARTITIONS INDICATED ON THE DRAWINGS. 27. PARTITION DIMENSIONS ARE FINISH FACE U.O.N CENTER LINE OF PARTITION SHALL ALIGN WITH CENTER LINE OF MULLION WHERE OCCURS, U.O.N. 28.PARTITIONS SHOWN ALIGNED WITH EXISTING BASE BUILDING ELEMENTS SHALL BE INSTALLED FLUSH AND SMOOTH WITH BASE BUILDING ELEMENTS. 29.THE CONTRACTOR SHALL USE CORNER BEADS AT ALL EXPOSE CORNERS AND EXPOSED ENDS IN PLASTER AND DRYWALL PARTITIONS. 30.ALL PARTITIONS SHALL BE ANCHORED PER MANUFACTURES' SPECIFICATIONS AND AS REQUIRED BY APPLICABLE BUILDING CODES. 31.THE CONTRACTOR SHALL SUPPLY ALL RETURN AIR OPENINGS IN SLAB TO SLAB PARTITIONS ABOVE CEILINGS AS REQUIRED BY ENGINEERING DRAWINGS. ALL OPENINGS IN DEMISING AND SOUND-ATTENUATED PARTITIONS SHALL HAVE SOUND BOOTS AND ALL OPENINGS IN FIRE-RATED PARTITIONS SHALL HAVE FIRE DAMPERS AS REQUIRED BY LOCAL BUILDINGS CODES. CONTRACTOR SHALL COORDINATE WITH ENGINEERING DRAWINGS AND INFORM MOSAIC OF DISCREPANCIES PRIOR TO BIDDING. 32.THE CONTRACTOR SHALL PROVIDE SUFFICIENT FRAMING IN PARTITIONS FOR ALL DUCT WORK. RETURN AIR OPENINGS AND GRILLS ABOVE AND BELOW CEILINGS SHALL BE COORDINATED WITH MECHANICAL ENGINEERING DRAWINGS AND MECHANICAL CONTRACTOR'S SHOP DRAWINGS. ALL OPENINGS SHALL BE PROPERLY SEALED FOR SOUNDPROOFING AND AGAINST VIBRATION. 33.THE CONTRACTOR SHALL PROVIDE AND INSTALL ACCESS PANELS AS REQUIRED FOR MECHANICAL, ELECTRICAL, AND PLUMBING INSTALLATIONS PER APPLICABLE BUILDING CODES, CONTRACTOR SHALL COORDINATE TYPE AND LOCATION OF ACCESS PANELS WITH MOSAIC PRIOR TO INSTALLATION. 34. THE PLUMBING CONTRACTOR SHALL FURNISH AND INSTALL ALL PLUMBING ROUGH-INS, FIXTURES, AND ACCESSORIES INDICATED IN THE DRAWINGS. 35.THE PLUMBING CONTRACTOR SHALL COORDINATE AND INSTALL HIS WORK IN ACCORDANCE WITH MANUFACTURERS' SPECIFICATIONS. 36.THE PLUMBING CONTRACTOR SHALL FURNISH AND INSTALL ALL VALVES AS INDICATED IN THE DRAWINGS AND/OR AS REQUIRED FOR THE PROPER CONTROL OF THE PIPING AND APPARATUS INSTALLED AS PART OF THIS REPAIRED WITHOUT INTERFERENCE OR INTERRUPTION OF SERVICE TO THE REMAINDER OF THE BUILDING. 37.BEFORE COVERED UP OR BUILT-IN, ALL PIPING SHALL BE TESTED AND INSPECTED AS REQUIRED BY THE AUTHORITIES HAVING JURISDICTION. 38.PROVIDE NEW SEMI-RECESSED FIRE EXTINGUISHER CABINETS AND BOTTLES. 39.THE CONTRACTOR SHALL PROVIDE 3 5/8' METAL STUDS AT PLUMBING WALLS. 3'-11" 3' - 8 " Scale: 1/4"=1'-0" EXISTING FLOOR PLAN1 Scale: 1/4"=1'-0" PROPOSED FLOOR PLAN2 WALL BACKING LEGEND WB1 WB2 WB3 WB4 WB5 1 2 3 4 4 5 WB1 WB2 WB2 WB2 WB3 WB4WB5 WB1 2 A-3.0 4 A-3.03 S-2.2 6/A-A A-3.0 3 A-3.0 1 A-3.0 6/A-A A-3.0 1 4"MAX 1 4"MAX 1 4"MAX 1'-11" 1' - 8 " 2' - 0 " 4" 1'-0" 1'-0" 1 A-4.0 1'-0"4'-0" BUILDING SECURITY REGULATION NOTE: FOR NEW BUILDINGS AND ADDITIONS, ALTERATIONS, AND REPAIRS WITHIN ANY TWELVE-MONTH PERIOD EXCEED FIFTY (50 %) PERCENT OF THE VALUE OF ANY EXISTING BUILDING OR STRUCTURE, EACH BUILDING OR STRUCTURE SHALL BE MADE TO CONFORM TO THE REQUIREMENTS FOR NEW BUILDINGS OR STRUCTURES AND COMPLY WITH THE BUILDING SECURITY REGULATIONS. SANTA ANA MUNICIPAL CODE CHAPTER 8, DIVISION 3. A-1.0 THIS DRAWING, SPECIFICATIONS AND IDEAS, DESIGNS THEREBY ARE AND SHALL REMAIN THE PROPERTY OF IG DRAFTING & DESIGN AND NO PART THEREOF SHALL BE COPIED DISCLOSED TO OTHERS OR USED IN CONNECTION WITH ANY WORK OR PROJECT FOR WHICH THERE HAVE BEEN PREPARED AND DEVELOPED, WITHOUT THE WRITTEN CONSENT OF IG DRAFTING & DESIGN, VISUAL CONTACT WITH THESE DRAWINGS SHALL CONSTITUTE EVIDENCE OF ACCEPTANCE OF THESE RESTRICTIONS. DO N C H U R R O S 1 2 3 4 4 4 4 4 4 4 4 4 4 4 STEVEN GARCIA DESIGNER 4 4 215 W 4th St 1/22/2025 MAKE UP AIR 6" RECESSED FIXTURE LITHONIA LIGHTING OR EQUIV. EMERGENCY LIGHT LIGHTING SCHEDULE MECHANICAL VENTILATION LIGHT ACTIVATED EXIT SIGN ILLUMINATED SIDE SUSPENDED LIGHTS LITHONIA LIGHTING OR EQUIV. Scale: 1/4"=1'-0" EGRESS PLAN3 EXIT ACCESS TRAVEL DISTANCE PER TABLE 1006.2.1 CBC A 80'-4" B 51'-6" MAXIMUM P.O.T DISTANCE 100'-0" OCC B OL < 30 3'-11" 3' - 8 " 3'-11" 3' - 8 " Scale: NTS COMPRESSION STRUT DETAIL6 Scale: NTS T-BAR SUSPENSION5 Scale: NTS T-BAR SUSPENSION DETAIL4 +/- 10'-0"H TO (N) HARD CEILING (N) 10'-9"X4'-6" TYPE I EXHAUST HOOD #1 (N) 8'-0"X4'-6" TYPE I EXHAUST HOOD #2 +/- 11'-0"H TO HARD CEILING +/- 11'-0"H TO HARD CEILING 6 S-2.1 +/- 10'-0"H TO (N) HARD CEILING 1 A-4.0 Scale: 1/4"=1'-0" REFLECTED CEILING PLAN 1 A B 1 A-3.1 +/- 14'-0"H REPLACE HARD CEILING ON EXISTING C.J. +/- 14'-0"H REPLACE HARD CEILING ON EXISTING C.J. +/- 14'-0"H REPLACE HARD CEILING ON EXISTING C.J.(N) 7'-8"X5'-0" TYPE I EXHAUST HOOD #3 +/- 16'-0"H OPEN CEILING +/- 16'-0"H OPEN CEILING 5' - 1 1 " 4' - 0 " 8' - 2 " 5' - 4 " A-1.1 THIS DRAWING, SPECIFICATIONS AND IDEAS, DESIGNS THEREBY ARE AND SHALL REMAIN THE PROPERTY OF IG DRAFTING & DESIGN AND NO PART THEREOF SHALL BE COPIED DISCLOSED TO OTHERS OR USED IN CONNECTION WITH ANY WORK OR PROJECT FOR WHICH THERE HAVE BEEN PREPARED AND DEVELOPED, WITHOUT THE WRITTEN CONSENT OF IG DRAFTING & DESIGN, VISUAL CONTACT WITH THESE DRAWINGS SHALL CONSTITUTE EVIDENCE OF ACCEPTANCE OF THESE RESTRICTIONS. DO N C H U R R O S 1 2 3 4 4 4 4 4 4 4 STEVEN GARCIA DESIGNER 215 W 4th St 1/22/2025 3'-11" 3' - 8 " 3'-11" 3' - 8 " Scale: 1/4"=1'-0" DIMENSIONAL FLOOR PLAN 1 Scale: 1/4"=1'-0" OCCUPANT LOAD PLAN 2 28'-4" 41'-3" 2'-0" 2' - 0 " 5' - 0 " 7'-5" 10'-2"4'-7"4'-5"4'-7" 25'-9" 24'-11" 3' - 0 " 2' - 6 " 3'-0" 14'-4" 2' - 6 " 7' - 0 " 9' - 1 " 6' - 7 " 2' - 6 " 7'-0" 10 ' - 5 " 3'-0" 3'-9" 6' - 1 0 " 12 ' - 6 " 5' - 6 " 3' - 0 " 4' - 0 " 7' - 0 " 3' - 0 " 1' - 0 " 3' - 8 " 7'-6" 1'-6" 5'-1" 1'-6" 4' - 8 " 7' - 0 " 7'-6" 15'-10" 3'-0" 13'-4"2'-0" 20'-0" 2' - 5 " 12 ' - 1 " 9' - 8 " 5'-0" 4' - 0 " 1'-0" 9' - 3 " 25'-4" 3"3'-0" 22'-1" 26'-3" 7' - 1 0 " 6' - 1 1 " 3'-0"7" 36'-2"41'-3" 9'-10"10'-6"8'-0" 10 ' - 3 " 3'-2"7'-8" 5' - 0 " 16'-0" 1'-1" 1'-11" 4' - 0 " 3' - 0 " 3' - 3 " 3' - 3 " 1' - 8 " 2' - 0 " 3' - 0 " 6' - 1 " 6'-0" 4' - 0 " 11'-7" 1'-0" A-1.2 THIS DRAWING, SPECIFICATIONS AND IDEAS, DESIGNS THEREBY ARE AND SHALL REMAIN THE PROPERTY OF IG DRAFTING & DESIGN AND NO PART THEREOF SHALL BE COPIED DISCLOSED TO OTHERS OR USED IN CONNECTION WITH ANY WORK OR PROJECT FOR WHICH THERE HAVE BEEN PREPARED AND DEVELOPED, WITHOUT THE WRITTEN CONSENT OF IG DRAFTING & DESIGN, VISUAL CONTACT WITH THESE DRAWINGS SHALL CONSTITUTE EVIDENCE OF ACCEPTANCE OF THESE RESTRICTIONS. DO N C H U R R O S 1 2 3 4 STEVEN GARCIA DESIGNER 215 W 4th St 1/22/2025 TOILET EXHAUST FAN SCHEDULE SYMB AREA SERVING MANUF.MODEL TYPE CFM TOTAL STATIC (IN WC) RPM ELECTRICAL VOLT PH AMPS OPERATION WEIGHT (LB) REMARKS RESTROOM GREENHECK SP-A50 CEILING MOUNT 50 0.33 1100 120 1 .6 35 PROVIDE BACKDRAFT DAMPER, FAN SHALL BE INTERLOCKED WITH LIGHT SWITCH QTY. 1 (N)5 TON 10 ' - 0 " M I N 3' - 0 " 3' - 3 " 655 LBS 692 LBS 403 LBS 296 LBS 238 LBS REPLACED W/ NEW ELECTRIC PACKAGED ROOFTOP UNIT SCHEDULE SYMB MAKE GOODMAN MODEL GPGM560 08041AA TONS 5 CFM NOM. 2000 ESP (IN) 0.4" OUTSIDE AIR (CFM) 900 58.0 HEATING (MBH) 80 INBUT (KBH)OUTPUT (KBH) 63 ELECTRICAL 208/230 VOLTAGE 1 PHASE 35.5 TOT. AMPS 43.3 AMPS MCA 70 AMPS FUSE SEER EER 14.2 10.1 OPERATION WEIGHT (LB) 655 DUCT CONNECTIONS MANUFAC. SUPPLY RETURN REMARKS PROVIDE SMOKE DETECTOR IN SUPPLY DUCT & POWER EXH. ECONOMIZER. SET MIN. O.S.A @ 900 CFM AFUE % 81 TOTAL COOL'G (KBH) MANUFAC. N/E N N N N N/E N N/E N N/E Scale: 1/4"=1'-0" ROOF PLAN 1 10'-0 " M I N A-1.3 THIS DRAWING, SPECIFICATIONS AND IDEAS, DESIGNS THEREBY ARE AND SHALL REMAIN THE PROPERTY OF IG DRAFTING & DESIGN AND NO PART THEREOF SHALL BE COPIED DISCLOSED TO OTHERS OR USED IN CONNECTION WITH ANY WORK OR PROJECT FOR WHICH THERE HAVE BEEN PREPARED AND DEVELOPED, WITHOUT THE WRITTEN CONSENT OF IG DRAFTING & DESIGN, VISUAL CONTACT WITH THESE DRAWINGS SHALL CONSTITUTE EVIDENCE OF ACCEPTANCE OF THESE RESTRICTIONS. DO N C H U R R O S 1 2 3 4 STEVEN GARCIA DESIGNER 4 215 W 4th St 1/22/2025 1 4" M A X . 1 2" M A X . @ 1 : 2 S L O P E Scale: NTS INTERNATIONAL SYMBOL OF ACCESSIBILITY SIGNS3 Scale: NTS DOOR SIGN4 Scale: NTS THRESHOLD DETAIL8 TYPICAL RESTROOM SIGNAGE REQUIREMENTS NOTE: LETTERS & NUMBERS ON SIGNS SHALL BE RAISED, CONTRASTING IN COLOR & HAVE A WIDTH-TO- HEIGHT RATIO OF BETWEEN 3:5 & 1:1 & A STROKE WIDTH-TO-HEIGHT RATIO BETWEEN 1:5 & 1:10, & RAISED 1/32" MIN. & BE ACCOMPANIED BY BRAILLE RAISED LETTERING. WHERE PERMANENT SIGNAGE IS PROVIDED FOR ROOMS & SPACES, SIGNAGE AS DESCRIBED ABOVE SHALL BE PROVIDED ON THE STRIKE/LATCH SIDE OF THE DOOR. MIN. 6"x6"x1/4" FIELD WITH SYMBOLS 8" MAX.2" RESTROOM MIN. 2"x6"x1/4" FIELD WITH TEXT & GRADE 2 BRAILLE PLACED BELOW PICTOGRAM. ADA RESTROOM SIGNAGE 5/8" HIGH MIN. & 2" MAX. TYPE, RAISED 1/32" HELVETICA MEDIUM UPPERCASE LETTERS. 5' - 0 " C GENDER NEUTRAL Scale: NTS TYP. GRAB BAR DETAIL6 Scale: NTS TACTILE EXIT SIGN7 Scale: NTS INTERNATIONAL ACCESSIBILITY SYMBOL5 2'-0"1'-0" 3'-0" 1' - 2 " 11" 27 " M I N . 2' - 1 0 " M A X . ELEVATION 1 1' - 2 " 1'-6" MIN. 33 " - 3 6 " 17"-18" 1' - 7 " 5"-6" min 40 " M A X TO R E F L E C T I N G S U R F A C E 40 " M A X TO R E F L E C T I N G S U R F A C E 9" M I N 6" ELEVATION 3 17 " - 1 9 " 2'-4" 33 " - 3 6 " 7"-9" 1' - 7 " 1'-0"3'-6" ELEVATION 2 5 DOOR SCHEDULE TEMPERED GLASS TYP.1 2 4 7' - 0 " 10 " S M O O T H TEMPERED GLASS TYP.3 PANIC HARDWARE Scale: NTS WALL BACKING DETAIL10 Scale: NTS DOOR AIR CURTAIN DETAIL 9 7'-6" 7' - 0 " 1'-6"17"-18" 5'-1" 4' - 8 " 3' - 8 " 3' - 0 " 5'-0" Scale: 1/2"=1'-0" RESTROOM ELEVATIONS2 Scale: 1/2"=1'-0" ENLARGED RESTROOM PLAN 1 OCCUPANCY LOAD MUST BE POSTED NEAR THE MAIN ENTRY. G.C. TO PROVIDE VISIBLE SIGN STATING THE FOLLOWING: 300 PACIFIC COAST HWY, STE 113 H.B. , CA 92648 SIGN TO BE A MINIMUM SIZE OF 8 1 2"x 11" MAXIMUM CAPACITY 2" 3/ 8 " 3/ 8 " 00 Scale: NTS OCCUPANT LOAD SIGN11 PLAN CHECK NOTES: a.HAND-ACTIVATED DOOR OPENING HARDWARE SHALL BE CENTERED BETWEEN 34 INCHES AND 44 INCHES ABOVE THE FLOOR. b.DOOR HANDLE SHALL BE OPERABLE WITHOUT REQUIRING TIGHT GRASPING, PINCHING OR TWISTING OF THE WRIST (I.E., LEVER TYPE OR PANIC BAR). c. MAXIMUM EFFORT TO OPERATE DOORS SHALL NOT EXCEED 5 POUNDS. 12" M A X NOTE: FLOOR OR GROUND SURFACES WITHIN REQUIRED DOOR MANEUVERING CLEARANCES SHALL BE STABLE, FIRM, AND SLIP RESISTANT. SURFACES SHALL BE LEVEL WITH A SLOPE NOT STEEPER THAN 1:48. CHANGES IN LEVEL ARE NOT PERMITTED EXCEPT AT THRESHOLDS. OPENING IN FLOOR SHALL NOT ALLOW PASSAGE OF SPHERE MORE THAN ½” DIAMETER. (11B-302.2) (11B-404.2.4.4). A-2.0 THIS DRAWING, SPECIFICATIONS AND IDEAS, DESIGNS THEREBY ARE AND SHALL REMAIN THE PROPERTY OF IG DRAFTING & DESIGN AND NO PART THEREOF SHALL BE COPIED DISCLOSED TO OTHERS OR USED IN CONNECTION WITH ANY WORK OR PROJECT FOR WHICH THERE HAVE BEEN PREPARED AND DEVELOPED, WITHOUT THE WRITTEN CONSENT OF IG DRAFTING & DESIGN, VISUAL CONTACT WITH THESE DRAWINGS SHALL CONSTITUTE EVIDENCE OF ACCEPTANCE OF THESE RESTRICTIONS. DO N C H U R R O S 1 2 3 4 4 4 4 4 4 4 STEVEN GARCIA DESIGNER 215 W 4th St 1/22/2025 SUSPENDED WALL (N) 10'-9"X4'-6" TYPE I EXHAUST HOOD #1 (N) 8'-0"X4'-6" TYPE I EXHAUST HOOD #2 11 ' - 0 " 3' - 0 " 2' - 1 0 " 3'-0" 2' - 1 0 " 2' - 2 " 5' - 0 " (N) 7'-8"X5'-0" TYPE I EXHAUST HOOD #3 6' - 8 " 12 ' - 0 " ALL HOODS SHALL BE FLASHED TO THE CEILING S/S SKIRT ALL HOODS SHALL BE FLASHED TO THE CEILING TV MENUTV MENUTV MENUTV MENU 6"6" 48 " M A X 6"6" (N) 10'-9"X4'-6" TYPE I EXHAUST HOOD #1 FRYER FRYER FRYER FRYERSTAINLESS STEEL PREP TABLE S/S SKIRT 6" COVEBASE W/ 3/8" R 6" COVEBASE W/ 3/8" R (N) 8'-0"X4'-6" TYPE I EXHAUST HOOD #2 48 " M A X 6' - 8 " 48 " M A X 6" MIN6" MIN 11 ' - 0 " 3 DOOR REACH IN FREEZER 6" COVEBASE W/ 3/8" R 6" COVEBASE W/ 3/8" R DRYWALL WITH SEMI-GLOSS PAINT SMOOTH, DURABLE, NON-ABSORBENT, WASHABLE DRYWALL WITH SEMI-GLOSS PAINT SMOOTH, DURABLE, NON-ABSORBENT, WASHABLE DRYWALL WITH SEMI-GLOSS PAINT SMOOTH, DURABLE, NON-ABSORBENT, WASHABLE 1'-0" 1'-0" 19"MIN DEEP 27 " M I N . 34 " M A X A . F . F . A-3.0 THIS DRAWING, SPECIFICATIONS AND IDEAS, DESIGNS THEREBY ARE AND SHALL REMAIN THE PROPERTY OF IG DRAFTING & DESIGN AND NO PART THEREOF SHALL BE COPIED DISCLOSED TO OTHERS OR USED IN CONNECTION WITH ANY WORK OR PROJECT FOR WHICH THERE HAVE BEEN PREPARED AND DEVELOPED, WITHOUT THE WRITTEN CONSENT OF IG DRAFTING & DESIGN, VISUAL CONTACT WITH THESE DRAWINGS SHALL CONSTITUTE EVIDENCE OF ACCEPTANCE OF THESE RESTRICTIONS. DO N C H U R R O S 1 2 3 4 Scale: 1/2"=1'-0" HOOD #3 ELEVATION1 Scale: 1/2"=1'-0" FRONT COUNTER ELEVATION2 Scale: 1/2"=1'-0" HOOD #1 & #2 ELEVATION3 Scale: 3/4"=1'-0" ACCESSIBLE COUNTER DETAIL 4 Scale: 1/4"=1'-0" A-A SECTION6 6 S-2.1 Scale: 3/4"=1'-0" ACCESSIBLE SEATING 5 4 4 4 STEVEN GARCIA DESIGNER 215 W 4th St 1/22/2025 5'-0"16'-0"6'-0" 1' - 4 " 3' - 0 " 1'-0" 3' - 0 " 1'-0" 10 ' - 0 " T O H A R D C E I L I N G 11 ' - 6 " 11 ' - 0 " T O ( N ) H A R D C E I L I N G DETAIL 1 HORIZONTAL CROSS SECTION SEE DETAIL 1 A-4.0 THIS DRAWING, SPECIFICATIONS AND IDEAS, DESIGNS THEREBY ARE AND SHALL REMAIN THE PROPERTY OF IG DRAFTING & DESIGN AND NO PART THEREOF SHALL BE COPIED DISCLOSED TO OTHERS OR USED IN CONNECTION WITH ANY WORK OR PROJECT FOR WHICH THERE HAVE BEEN PREPARED AND DEVELOPED, WITHOUT THE WRITTEN CONSENT OF IG DRAFTING & DESIGN, VISUAL CONTACT WITH THESE DRAWINGS SHALL CONSTITUTE EVIDENCE OF ACCEPTANCE OF THESE RESTRICTIONS. DO N C H U R R O S 1 2 3 4 STEVEN GARCIA DESIGNER Scale: NTS NEW PARTITION WALL 1 Scale: NTS NEW FUR WALL DETAIL 2 Scale: 1/2"=1'-0" RAMP ELEVATION4 4 Scale: 1/2"=1'-0" SKYLIGHT CURB DETAIL3 215 W 4th St 1/22/2025 ENVIRONMENTAL HEALTH NOTES 1. A CONCRETE SLAB IS PROVIDED FOR TRASH, GARBAGE, AND GREASE CONTAINER STORAGE. IF WALLS ENCLOSE AREA, THE INTERIOR WALL SURFACES WILL BE SMOOTH, SEALED AND WASHABLE (E.G., PLASTERED SMOOTH AND PAINTED, ETC.). 2. ALL FOOD-RELATED AND UTENSIL-RELATED EQUIPMENT SHALL MEET OR BE EQUIVALENT TO SANITATION STANDARDS ESTABLISHED BY AN AMERICAN NATIONAL STANDARDS INSTITUTE (ANSI) ACCREDITED PROGRAM. 3. ALL FLOOR MOUNTED EQUIPMENT WILL BE INSTALLED ON MINIMUM 6" SANITARY LEGS, CASTORS, OR COMPLETELY SEALED IN POSITION ON A 4 " HIGH CURB WITH CONTINUOUSLY COVED BASE. COUNTERTOP EQUIPMENT WILL BE ON 4-INCH SANITARY LEGS OR SEALED TO THE COUNTER UNLESS READILY MOVABLE. 4. IF SOFT DRINK, ICE OR OTHER DISPENSERS ARE SELF-SERVICE, OR IF REFILLS ARE PROVIDED THEY MUST BE PUSH BUTTON TYPES, OR LEVER TYPES WHERE THE LEVER CONTACTS THE CONTAINER AT LEAST ONE INCH BELOW THE RIM. 5. ANY OPENABLE WINDOWS VENT OPENINGS OR OTHER SIMILAR OPENINGS MUST BE PROVIDED WITH TIGHT FITTING SCREENS OF MINIMUM 16-MESH TO THE INCH. WINDOWS TO BE FIXED AT FOOD PREP, UTENSIL-WASHING, OPEN FOOD AND UTENSIL STORAGE AREAS. 6. ALL EXTERIOR DOORS OPEN OUTWARD AND ARE SELF-CLOSING AND TIGHT FITTING. 7. BI-FOLD, FRENCH, ACCORDION STYLE AND ROLL-UP DOORS CANNOT OPEN INTO THE FOOD PREP, UTENSIL WASHING OR UNPACKAGED FOOD SERVICE AREAS. 8. TOILET ROOM AND DRESSING ROOM DOORS MUST BE SELF-CLOSING, TIGHT FITTING. 9. DELIVERY DOORS TO HAVE AIR CURTAIN FANS THAT SPAN THE WIDTH OVER THE DOOR. THE FAN MUST ACTIVATE VIA A MICROSWITCH PROVIDING A MINIMUM VELOCITY OF 1600 FPM MEASURED 3 FEET ABOVE THE GROUND. 10. A MINIMUM OF 10 FOOT-CANDLES OF LIGHT MEASURED 30" OFF FLOOR IS PROVIDED IN WALK-IN REFRIGERATED STORAGE AND DRY STORAGE ROOMS AND AT LEAST 20-FOOT CANDLES IS PROVIDED WHERE FOOD IS PROVIDED FOR CONSUMER SELF-SERVICE, WHERE FRESH PRODUCE OR PREPACKAGED FOODS ARE SOLD OR OFFERED FOR CONSUMPTION; INSIDE EQUIPMENT SUCH AS REACH-IN AND UNDER-COUNTER REFRIGERATORS; IN AREAS USED FOR HANDWASHING, WAREWASHING, EQUIPMENT AND UTENSIL STORAGE, AND IN TOILET ROOMS. 11. A MINIMUM OF 50 FOOT-CANDLES OF LIGHT MEASURED 30" OFF FLOOR IS PROVIDED WHEN WORKING WITH FOOD OR WORKING WITH UTENSILS OR EQUIPMENT SUCH AS KNIVES, SLICERS, GRINDERS, OR SAWS WHERE EMPLOYEE SAFETY IS A FACTOR AND IN ALL AREAS DURING PERIODS OF CLEANING. 12. SHATTERSHIELDS FOR ALL LIGHTS ABOVE FOOD PREPARATION, WORK, AND STORAGE AREAS WILL BE PROVIDED. 13. ALL WAREWASHING SINKS TO HAVE 3 COMPARTMENTS THAT ARE A MINIMUM SIZE OF AT LEAST 18"X18"X12" DEEP (OR 16"X20"X12" DEEP) WITH A MINIMUM 18" DRAINBOARD AT EACH END. IF AGAINST A WALL, IT MUST HAVE AN 8" INTEGRAL BACKSPLASH. HOWEVER, IT MUST BE CAPABLE OF ACCOMMODATING THE LARGEST UTENSIL TO BE WASHED. A WAREWASHING MACHINE DOES NOT SUBSTITUTE FOR THE SINK REQUIREMENT. 14. SINKS TO HAVE SPOUT(S) CAPABLE OF REACHING EACH COMPARTMENT. 15. FOOD PREP SINK COMPARTMENT(S) TO BE AT LEAST 18"X18"X12" DEEP (OR 16"X20"X12" DEEP) WITH A MINIMUM 18" DRAINBOARD. SEPARATE FOOD PREP SINKS TO BE PROVIDED FOR MEATS AND PRODUCE. 16. THE 3 OR 4 COMPARTMENT BAR SINK TO BE AT LEAST 12"X12"X10" DEEP (OR 10"X14"X10" DEEP) WITH A MINIMUM 18" DRAINBOARD AT EACH END. 17. A SEPARATE WET WASTE DUMP FIXTURE SHALL BE PROVIDED FOR DISPOSAL OF DRINK OR WASTE ICE OR COFFEE WASTE. 18. EACH HANDWASHING SINK MUST HAVE PERMANENTLY MOUNTED SINGLE-SERVICE SOAP AND PAPER TOWEL DISPENSERS. 19. THE HOT WATER HEATER WILL BE A COMMERCIAL TYPE CAPABLE OF CONSTANTLY SUPPLYING HOT WATER AT A TEMPERATURE OF 120ºF TO ALL SINKS. IN SIZING THE WATER HEATER, THE PEAK HOURLY DEMAND FOR ALL SINKS, ETC., ARE ADDED TOGETHER TO DETERMINE THE MINIMUM REQUIRED RECOVERY RATE. 20. ALL LAVATORIES OR HAND SINKS WILL HAVE A COMBINATION FAUCET OR PREMIXING FAUCET CAPABLE OF SUPPLYING WATER TEMPERED TO 100ºF. SELF-CLOSING OR METERED FAUCET TO PROVIDE AT LEAST 15 SECONDS OF WATER WITHOUT REACTIVATION. 21. ALL PLUMBING, ELECTRICAL AND GAS LINES SHALL BE CONCEALED WITHIN THE BUILDING STRUCTURE TO AS GREAT AN EXTENT AS POSSIBLE. ALL EXPOSED CONDUITS, PLUMBING, ETC. SHALL BE INSTALLED AT LEAST 6" OFF FLOOR AND 3/4" FROM WALLS USING STANDOFF BRACKETS. 22. CONDUITS, PLUMBING OR PIPING CANNOT BE INSTALLED ACROSS ANY AISLE WAY, TRAFFIC AREA OR DOOR OPENING. 23. MULTIPLE RUNS OR CLUSTERS OF CONDUIT OR PIPELINES SHALL BE FURRED IN OR ENCASED IN AN APPROVED SEALED ENCLOSURE 24. ALL LIQUID WASTE SHALL BE DRAINED BY MEANS OF INDIRECT WASTE PIPES INTO A FLOOR SINK. FLOOR SINKS ARE TO BE INSTALLED FLUSH WITH THE FINISHED FLOOR SURFACE AND HAVE SUITABLE EASILY REMOVABLE SAFETY COVER GRATES. 25. FLOOR SINK TO BE 50% EXPOSED WHEN NO ACCESS IS PROVIDED FOR CLEANING AND SERVICING OR BE IN LINE WITH THE FRONT FACE OF ELEVATED FREESTANDING EQUIPMENT. 26. APPROVED BACKFLOW PREVENTION DEVICES SHALL BE PROPERLY INSTALLED UPSTREAM OF ANY POTENTIAL HAZARD BETWEEN THE POTABLE WATER SUPPLY AND A SOURCE OF CONTAMINATION. HOSES SHALL NOT BE ATTACHED TO A FAUCET OR HOSE BIBB UNLESS AN APPROVED BACKFLOW PREVENTER IS PROVIDED. 27. WATER SUPPLY TO CARBONATORS SHALL BE PROTECTED BY AN APPROVED REDUCED PRESSURE PRINCIPLE BACKFLOW PREVENTER AND INSTALLED IN AN AREA READILY ACCESSIBLE FOR TESTING. THE RELIEF VALVE SHALL DRAIN INDIRECTLY TO SEWER WITH A LEGAL AIR GAP. 28. FOR CLEANING FLOOR MATS, THE JANITORIAL SINK TO BE A MINIMUM 24" BY 36" FLOOR-MOUNTED TYPE. MOPS SHALL BE PLACED IN A POSITION THAT ALLOWS THEM TO AIR-DRY WITHOUT SOILING WALLS, EQUIPMENT, OR SUPPLIES. 29. THE JANITORIAL SINK FAUCET WILL HAVE A THREADED OUTER LIP FOR HOSE ATTACHMENT AND AN APPROVED BACKFLOW PREVENTION DEVICE. NO CHEMICAL DISPENSING SYSTEMS OR SHUTOFF VALVES TO BE ATTACHED TO MOP SINK FAUCET OUTLET (UNLESS A "SIDEKICK" PLUMBING DEVICE IS INSTALLED). 30. NO CONDENSATE OR WASTEWATER INCLUDING HVAC WILL DRAIN INTO THE JANITORIAL SINK. 31. GREASE TRAP TO BE LOCATED OUTSIDE THE FOOD SERVICE ACTIVITY AREA, FLUSH WITH THE FINISHED FLOOR WHEN INDOORS. LOCAL WASTEWATER DISTRICT OR BUILDING DEPARTMENT TO BE CONTACTED FOR GREASE REMOVAL REQUIREMENTS. 32. FLOOR DRAINS SHALL BE INSTALLED IN FLOORS THAT ARE WATER-FLUSHED FOR CLEANING AND IN AREAS WHERE PRESSURE SPRAY METHODS FOR CLEANING EQUIPMENT ARE USED, IN RESTROOMS, JANITORIAL ROOMS, SCULLERIES, AND AT BARS WITH WAREWASHING. FLOOR SURFACES IN AREAS PURSUANT TO THIS SHALL BE SLOPED 1:50 TO THE FLOOR DRAINS. 33. ADEQUATE VENTILATION IS TO BE PROVIDED TO ALL TOILET ROOMS, JANITOR CLOSETS WITH MOP SINKS, AND INDOOR TRASH ROOMS AND IN DRESSING/CHANGE ROOM(S). 34. THE FLOOR FINISH WILL HAVE A SMOOTH SURFACE UNDER ALL EQUIPMENT AND WALKWAYS WILL HAVE A LIGHT TEXTURE ONLY. 35. THE PAINT USED ON WALLS AND CEILINGS OF ALL KITCHEN, FOOD PREPARATION, WORK, AND STORAGE AREAS WILL BE A GLOSS OR SEMI-GLOSS ENAMEL. FINISH MATERIAL SHALL BE A LIGHT COLOR IN FOOD PREP AREAS FOR EASY CLEANING. 36. PRIOR TO INSTALLATION, SAMPLES OF FINISHES TO BE SUBMITTED TO ENVIRONMENTAL HEALTH FOR APPROVAL AS NEEDED. 37. COLD STORAGE ROOMS SHALL BE PROVIDED WITH A SECTION OF SHELVING INSTALLED TO HOLD SHALLOW COOL DOWN PANS -NOT TO EXCEED 4" IN HEIGHT. SPACE BETWEEN SHELVING TO BE AT LEAST 8" HIGH. 38. BACKUP DRY STORAGE SHELVING SHALL BE A MINIMUM OF 96 LINEAR FEET (MEASURED WITH TIERS) OR 25% OF KITCHEN, FOOD PREP, AND WORK AREAS, WHICHEVER IS GREATER. SHELVING SHALL BE AT LEAST 18 INCHES DEEP AND START A MINIMUM SIX INCHES OFF THE FLOOR SURFACE. 39. SHELVING OVER WET AREAS (SINKS, MOP SINKS ETC.) AND FOOD PREP SURFACES WILL BE METAL. 40. ALL SEAMS, GAPS, OPENINGS TO BE PROPERLY SEALED. 41. GREASE TRAPS INSTALLED BELOW FLOOR GRADE SHALL BE POSITIONED SO THAT THE LID IS FLUSH WITH THE FINISHED FLOOR. 42. AN INTERLOCKING SWITCH WILL BE PROVIDED BETWEEN HOOD EXHAUST AND MAKE UP AIR SYSTEMS. 43. THE TRASH ROOM OR AREA IS INSIDE THE FACILITY, THE ROOM/AREA WILL REQUIRE EASILY CLEANABLE, SMOOTH, LIGHT COLORED CEILING WITH WATER RESISTANT WALLS, AND THE FLOOR SURFACE MUST BE OF DURABLE, NON-ABSORBENT MATERIAL(CONCRETE, QUARRY TILE, ETC.,) THAT SLOPES 1:50 (APPROXIMATELY 14" PER FOOT) TO A FLOOR DRAIN. THE BASE AT THE FLOOR AND WALL JUNCTURES MUST BE CONTINUOUS UP THE WALL 4" WITH A 3 8" MINIMUM RADIUS COVE. HOSE BIBB WITH BACKFLOW PREVENTION TO BE AT THIS ROOM. E/NITEM #QTY.EQUIPMENT MANUFACTURE MODEL # EQUIPMENT SCHEDULE PLUMBING C.W.H.W.DIRECTDRAIN INDIRECTDRAIN GAS (KBTU) ELECTRICAL NSF ULCOMMENT AMPVOLT EQUIPMENT DIMENSION TENANT IMPROVEMENT TO NEW RESTAURANT, ADD (N) 3 TYPE I HOODS & KITCHEN EQUIPMENT. AREA OF WORK: 1,869 S.F. NEW OWNERSHIP 3'-11" 3' - 8 " Scale: 1/4"=1'-0" EQUIPMENT FLOOR PLAN1 3 N LOT 5 TIER STORAGE SHELVING 1848NSMETRO 18"WX48"L 7 9 8 N 1 MOP BASIN SINK SE18181PGSW 18"LX18"WX13"H N 1 CHEMICAL SHELF WS-W1224GSW PER PLAN N 1 MOP & BROOM HOLDER 2-223 X 24BOBRICK 24"L 2 N 2 EMPLOYEE LOCKER 6 TIERGLOBAL 13 11 12 N 1 WAREWASH 3 COMP. SINK SH24243DGSW 120"LX30"DX45"H N 1 PRE RINSE W/ FAUCET AA-984GGSW 12" NPT FEMALE INLETS N 1 OVERHEAD DOUBLE SHELF GSW PER PLANPER PLAN 23 N 3 STAINLESS STEEL PREP TABLE WT-EE3060GSW 30"LX60"WX35"H 21 22 20 N 4 SURFACED MOUNTED SOAP DISPENSER B-2111BOBRICK 4"WX3"DX8"H N 4 SURFACE MOUNTED TOWEL DISPENSER B-262BOBRICK 10"WX3"DX14"H N 4 HAND SINK W/ SPLASH GUARDS HS-0810SGSW 12"WX12"DW12"H 10 N 1 VEGETABLE PREPARATION SINK SE18181LGSW 39"LX24"DX36"H 1 N 1 AIR CURTAIN LPV242-1UMARS 42"L 115/60/1 2.4 A 6 N 1 WATER HEATER U-75T-80R-3NBRADFORD WHITE 76 KBTU 27.1 N 2 STAINLESS STEEL PREP TABLE WT-E7230GSW 30"LX72"WX35"H 33 N 2 POS OWNER ---- FINISH SCHEDULE LOCATION FLOOR COVE BASE 3 8" RADIUS WALLS CEILING SERVICE AREA 6"H CERAMIC TILE COVE BASE 3 8" RADIUS COVE BASE MANUF: A. B & W SLIMFOOT S3619TN FRONT COUNTER FINISH STAINLESS STEEL WASH/PREP AREA STORAGE CUSTOMER AREA OPEN CEILING- STAINLESS STEEL AT THE HOOD AREA 4 FT H FRP DRYWALL WITH SEMI- GLOSS WHITE PAINT SMOOTH FINISH CONCRETE FLOOR W/ DHS APPROVED SEALANT. MONOPOLE INC., PERMASEAL OR EQ. CONCRETE FLOOR W/ DHS APPROVED SEALANT. MONOPOLE INC., PERMASEAL OR EQ. SMOOTH, DURABLE NON ABORBANT & EASLY CLEANABLE. DRYWALL WITH SEMI-GLOSS PAINT SMOOTH, DURABLE, NON-ABSORBENT, WASHABLE DRYWALL WITH SEMI-GLOSS PAINT SMOOTH, DURABLE, NON-ABSORBENT, WASHABLE CONCRETE FLOOR W/ DHS APPROVED SEALANT. MONOPOLE INC., PERMASEAL OR EQ. SMOOTH, DURABLE NON ABORBANT & EASLY CLEANABLE. 6"H CERAMIC TILE COVE BASE 3 8" RADIUS FIBERGLASS REINFORCED PLASTIC(FRP) RESTROOMS 6" CERAMIC TILE COVE BASE 3 8" RADIUS 4FT H CERAMIC TILE WITH SEMI-GLOSS WHITE PAINT SMOOTH FINISH WASHABLE . CLEANABLE CONCRETE FLOOR W/ DHS APPROVED SEALANT. MONOPOLE INC., PERMASEAL OR EQ. SMOOTH, DURABLE NON ABORBANT & EASLY CLEANABLE. DRYWALL WITH SEMI-GLOSS PAINT SMOOTH, DURABLE, NON-ABSORBENT, WASHABLE FINISH NOTES: FLOORING: FLOORING SHALL BE SMOOTH, DURABLE, NONABSORBANT AND EASILY CLEANABLE. FLOORING MUST BE SMOOTH ON BASE COVING AND UNDER EQUIPMENT, SHELVING, SINKS, AND COUNTERS. THE FLOORING SHALL BE OF AN APPROVED TYPE THAT CONTINUES UP THE WALL FOUR (4) INCHES, IN A SEAMLESS MANNER, FORMING A 3/8 INCH MINIMUM RADIUS COVE AS AN INTEGRAL UNIT. VINYL/RUBBER TOPSET COVED BASE AND/OR THE VINYL COMPOSITION TILES (VCT) ARE NOT ACCEPTABLE. SOME SLIM FOOT CERAMIC, QUARRY AND METAL TOPSET COVE BASES ARE GENERALLY ACCEPTABLE. SUBMIT SAMPLES OF THE PROPOSED FLOORING AND BASE COVE FOR APPROVAL PRIOR TO INSTALLATION. CONCRETE FLOORS ARE TO BE PATCHED SO AS TO REMOVE CRACKS AND DIVOTS. IF FLOOR SEALER IS TO BE USED, PROVIDE DETAILED SPECIFICATIONS ON THE PROPOSED FLOOR SEALER FOR EVALUATION AND APPROVAL. THE SEALER MUST BE AN APPROVED CLEAR PENETRATING SEALER THAT IS OIL, ACID, AND WATER RESISTANT; PIGMENTED SEALERS AND EPOXY PAINTS ARE NOT ACCEPTABLE. WHEN EXCESSIVE AMOUNTS OF SLIP RESISTANT AGENTS ARE USED, A HIGH PRESSURE CLEANING SYSTEM OR EQUIVALENT MUST BE PROVIDED WITH DRAINAGE TO FLOOR DRAINS. (114268, 114269) CEILING: APPROVED CEILINGS ARE REQUIRED OVER ALL FOOD AND UTENSIL HANDLING AREAS, IN RESTROOMS AND JANITORIAL AREAS. EXPOSED BEAMS MUST BE FLUSH AND SEALED TO THE CEILING TO PREVENT ANY GAPS WHERE DUST OR VERMIN CAN ACCUMULATE. HANGING BEAMS, PIPES, FIRE SPRINKLER LINES, CONDUIT, DÉCOR, OR OTHER DUST-AND-VERMIN COLLECTING ITEMS ARE NOT PERMITTED OVER FOOD AND UTENSIL HANDLING AREAS. (113980, 113984, 114179, 114271) WALLS: THE WALL SURFACES BEHIND SINKS SHALL BE COVERED WITH FIBERGLASS REINFORCED PLASTIC (FRP), STAINLESS STEEL, OR THE EQUIVALENT. THE APPROVED WALL COVER MUST EXTEND UP THE WALL AT LEAST FOUR (4) FEET FROM THE BACK SPLASH AND COVER THE WALLS BEHIND THE SINK AND ACCOMPANYING DRAINBOARDS. THE WALL SURFACE IN THE AREA WHERE THE DISH MACHINE IS INSTALLED SHALL BE COVERED WITH FRP, STAINLESS STEEL, OR THE EQUIVALENT. THE APPROVED WALL COVER MUST EXTEND UP THE WALL AT LEAST EIGHT FEET FROM THE FLOOR AND COVER THE WALLS BEHIND THE DISH MACHINE AND ACCOMPANYING DRAINBOARDS. IF HIGH PRESSURE SPRAY CLEANING EQUIPMENT IS PROPOSED OR REQUIRED TO CLEAN NONSKID FLOORING, THEN WALL SURFACES IN THESE AREAS MUST BE COVERED WITH AN APPROVED WATER RESISTANT COVERING (I.E., FRP, STAINLESS STEEL, OR THE EQUIVALENT) TO A MINIMUM OF FOUR (4) FEET ABOVE THE BASE COVE. INDICATE APPROVED WALL SURFACES IF YOU WILL BE INSTALLING HIGH PRESSURE SPRAY CLEANING EQUIPMENT. (§114268, 114269, 114271). 1 22 3 4 5 69 8 7 10 14 1312 11 3 18 31922 20 21 15 242525 20 22 21 232326 18 29 27272727 30 31 33 33 3 3 24 23 4 N 1 3 DOOR REACH IN FREEZER AVANTCO SS-3F-HC 815 16"WX32"DX82"H SELF CONTAINED115/60/1 6.9 A 5 N 1 WASHER AND DRYER COMBO LG WM6998HBA 27’’W x 39”H x 33 1/8’’D 120/60/1 12 A 76/80 GAL 14 N 1 GREASE TRAP 35 GALZURN 15.1 N 1 WATER FILTER 175/16 REVERSEPENTAIR BWS 15 5 8 "D X 23 3 16 "H 15 N 1 FILTERED WATER FAUCET DELFIELD 12"LX12"DX9.5"H307 10 GAL TANK 15.2 N 1 S/S CABINET CTD-2436HGSW 24"D X 36"W X 35"H 15.2171717 20 22 21 32 28 N 1 TYPE I EXHAUST HOOD #1 CAPTIVE AIR 10'-6" X 4'-6" 28 33 29 N 1 TYPE I EXHAUST HOOD #1 CAPTIVE AIR 8'-6" X 4'-6" 16 N 1 TYPE I EXHAUST HOOD #1 CAPTIVE AIR 7'-6" X5'-0" 16 N 3 STOCK POT RANGE CPG-SP-18-NCPG 18"WX25"DX22"H 80 KBTU17 18 N 2 STAINLESS STEEL PREP TABLE WT-EB3084GSW 30"LX84"WX35"H 19 N LOT 5 TIER STORAGE SHELVING 1836NSMETRO 18"WX36"L 24 N 2 DOUGH MIXER 30QT 16"Ø BOWL D330HOBART 24"LX23"DX52"H 208/60/1 14 A 25 N 2 DOUGH MIXER 30QT 16"Ø BOWL D300HOBART 21"LX20"DX45"H 115/60/1 10.2 A 26 N 1 3 DOOR REACH IN REFRIGERATOR AVANTCO SS-3R-HC 815 16"WX32"DX82"H SELF CONTAINED115/60/1 3.37 A 27 N 4 FRYERS CASTLE 2932 SF 32"WX28.5"DX20"H 27.127.1 75 KBTU 30 N 1 STAINLESS STEEL PREP TABLE CUSTOMGSW - 32 N 1 2 DOOR U/C REFRIGERATOR TRUE TUC-60-32-HC 60"WX32"DX29"H SELF CONTAINED115/60/1 1.7 A 31 N 1 2 DOOR U/C FREEZER TRUE TUC-60-32F-HC 60"WX32"DX29"H SELF CONTAINED115/60/1 5.8 A BACK ROOM PREP AREA CONCRETE FLOOR W/ DHS APPROVED SEALANT. MONOPOLE INC., PERMASEAL OR EQ. SMOOTH, DURABLE NON ABORBANT & EASLY CLEANABLE. 6"H CERAMIC TILE COVE BASE 3 8" RADIUS STAINLESS STEEL BEHIND THE HOOD & FIBERGLASS REINFORCED PLASTIC(FRP) OFFICE - CONCRETE FLOOR W/ DHS APPROVED SEALANT. MONOPOLE INC., PERMASEAL OR EQ. DRYWALL WITH SEMI-GLOSS PAINT SMOOTH, DURABLE, NON-ABSORBENT, WASHABLE DRYWALL WITH SEMI-GLOSS PAINT SMOOTH, DURABLE, NON-ABSORBENT, WASHABLE DRYWALL WITH SEMI-GLOSS PAINT SMOOTH, DURABLE, NON-ABSORBENT, WASHABLE DRYWALL WITH SEMI-GLOSS PAINT SMOOTH, DURABLE, NON-ABSORBENT, WASHABLE 6"6" 20 22 21 15.1 KIT-1 THIS DRAWING, SPECIFICATIONS AND IDEAS, DESIGNS THEREBY ARE AND SHALL REMAIN THE PROPERTY OF IG DRAFTING & DESIGN AND NO PART THEREOF SHALL BE COPIED DISCLOSED TO OTHERS OR USED IN CONNECTION WITH ANY WORK OR PROJECT FOR WHICH THERE HAVE BEEN PREPARED AND DEVELOPED, WITHOUT THE WRITTEN CONSENT OF IG DRAFTING & DESIGN, VISUAL CONTACT WITH THESE DRAWINGS SHALL CONSTITUTE EVIDENCE OF ACCEPTANCE OF THESE RESTRICTIONS. DO N C H U R R O S 1 2 3 4 1 1 1 1 1 STEVEN GARCIA DESIGNER 215 W 4th St 1/22/2025 S-1.1 General Notes 20 PsfROOF LIVE LOAD: 10.0 PsfROOF DEAD LOAD: STRUCTURAL PLANS - SHEET INDEX S-1.1 General Notes S-1.2 Notes and Nailing Schedule S-2.1 Roof Framing Plan & Details S-2.2 Foundation Plan & Details 1. ALL INFORMATION SHOWN ON THE DRAWINGS IS GIVEN AS THE BEST PRESENT KNOWLEDGE WITHIN GENERALLY ACCEPTED ENGINEERING PRACTICE BUT WITHOUT GUARANTEE OF ACCURACY. WHERE ACTUALLY CONDITIONS CONFLICT WITH THE DRAWINGS, THEY SHALL BE REPORTED TO THE ENGINEER SO THAT THE PROPER REVISIONS MAY BE MADE PRIOR TO PROCEEDING WITH THE WORK. MODIFICATIONS OF DETAILS OF CONSTRUCTION OR DEVIATIONS FROM THE PLANS SHALL BE MADE ONLY WITH THE WRITTEN APPROVAL FROM THE STRUCTURAL ENGINEER. 2. THE CONTRACTOR SHALL VERIFY AND BE RESPONSIBLE FOR: A. ALL CONTRACT DOCUMENTS. B.OMISSIONS AND/OR CONFLICTS BETWEEN THE VARIOUS ELEMENTS OF THE CONTRACT DOCUMENTS. C. ALL DIMENSIONS AND CONDITIONS AT THE SITE. D.ANY CONDITION WHICH IN HIS OPINION MIGHT ENDANGER THE STABILITY OF THE STRUCTURE. E. INSURING PROPER ALIGNMENT OF FINAL STRUCTURE. THE CONTRACTOR SHALL IMMEDIATELY NOTIFY THE ARCHITECT AND THE STRUCTURAL ENGINEER OF ANY DISCREPANCY OR OMISSION BEFORE PROCEEDING WITH THE WORK AND GET WRITTEN APPROVAL FOR ALTERNATE CONSTRUCTION. 3.ALL WORK SHALL CONFORM TO THE REQUIREMENTS OF ALL REGULATING AGENCIES EXERCISING AUTHORITY OVER ANY PORTION OF THE WORK, I.E. STATE OF CALIFORNIA DIVISION OF INDUSTRIAL SAFETY AND CAL/OSHA, ETC., AND SHALL CONFORM TO THE CURRENT CALIFORNIA BUILDING CODE OR LOCAL CODES. 4. ALL WORK SHALL CONFORM TO THE BEST PRACTICE PREVAILING IN THE VARIOUS TRADES COMPRISING THE WORK. 5. THE DESIGN, ADEQUACY AND SAFETY OF ERECTION, BRACING, SHORING, TEMPORARY SUPPORTS, ETC., IS THE SOLE RESPONSIBILITY OF THE CONTRACTOR AND HAS NOT BEEN CONSIDERED BY THE ENGINEER. 6. THE CONTRACTOR SHALL PROVIDE SAFE AND ADEQUATE BRACES AND CONNECTIONS TO SUPPORT THE COMPONENT PARTS OF THE STRUCTURE UNTIL THE STRUCTURE ITSELF (INCLUDING THE ROOF AND FLOOR DIAPHRAGMS) IS COMPLETE ENOUGH TO ADEQUATELY SUPPORT ITSELF. 7. SPECIFIC NOTES AND DETAILS SHALL TAKE PRECEDENCE OVER GENERAL NOTES AND TYPICAL DETAILS. OPTIONS, IF PROVIDED HEREIN, ARE FOR THE CONTRACTOR'S CONVENIENCE. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL CHANGES NECESSARY, SHALL COORDINATE ALL DETAILS, SHALL OBTAIN ALL REQUIRED APPROVALS, AND PAY ALL COSTS INCIDENT THERETO. 8. NO PIPES, DUCTS, SLEEVES, CHASES, ETC., SHALL BE PLACED IN BEAMS, SLABS, OR WALLS UNLESS SPECIFICALLY SHOWN OR NOTED. NOR SHALL ANY STRUCTURAL MEMBER BE CUT FOR PIPES, DUCTS, ETC., UNLESS OTHERWISE NOTED. CONTRACTOR SHALL OBTAIN PRIOR APPROVAL FOR INSTALLATION OF ANY ADDITIONAL PIPES, DUCTS, ETC. REFER TO ARCHITECTURAL AND MECHANICAL DRAWINGS FOR LOCATIONS. 9. WORK THESE DRAWINGS WITH ARCHITECTURAL, MECHANICAL, ELECTRICAL, CIVIL, AND OTHER DESIGN DRAWINGS. 10. WHERE REFERENCE IS MADE TO VARIOUS TEST STANDARDS FOR MATERIALS, SUCH AS STANDARDS SHALL BE THE LATEST EDITION AND ALL ADDENDUM. 11. AS A CONVENIENCE TO THE CONTRACTOR, THE ENGINEER SHALL REVIEW SHOP DRAWINGS AS TO THEIR CONFORMANCE TO THE DESIGN CONCEPT. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL DIMENSIONS, QUANTITIES, TECHNIQUES OF CONSTRUCTION AND COORDINATION WITH OTHER TRADES. SHOP DRAWINGS ARE REQUIRED FOR THE FOLLOWING: PRECAST CONCRETE ELEMENTS STRUCTURAL STEEL GLUED LAMINATED WOOD NON-STANDARD TIMBER CONNECTIONS 12. VIBRATIONAL EFFECTS OF MECHANICAL EQUIPMENT HAVE NOT BEEN CONSIDERED BY THE STRUCTURAL ENGINEER IN THE DESIGN OF THE STRUCTURE. MECHANICAL EQUIPMENT SHALL THEREFORE BE ISOLATED TO ELIMINATE VIBRATIONAL EFFECTS. 13. WHERE DESIGN AND DETAIL OF PLATE GIRDERS, TRUSSES, ETC. IS TO BE PROVIDED BY THE FABRICATOR, CONTRACTOR SHALL SUBMIT CALCULATIONS PREPARE BY A LICENSED CIVIL ENGINEER OR STRUCTURAL ENGINEER TO THE PROJECT ENGINEER AND THE BUILDING DEPARTMENT OFFICIAL FOR REVIEW, PRIOR TO FABRICATION. 14. OPTIONS, IF PROVIDED HEREIN, ARE FOR THE CONTRACTOR'S CONVENIENCE. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL CHANGE NECESSARY, SHALL COORDINATE ALL DETAILS, SHALL OBTAIN ALL REQUIRED APPROVALS, AND PAY ALL COSTS INCIDENT THERETO. 15. NON-STRUCTURAL FRAMING REQUIREMENTS ARE NOT SPECIFIED ON STRUCTURAL DRAWINGS. SEE ARCHITECTURAL DRAWINGS FOR ANY ADDITIONAL FRAMING REQUIRED. 16. MATERIAL TESTS AND STAGES OF BUILDING CONSTRUCTION INSPECTIONS AS REQUIRED BY THE LOCAL CODE ARE TO BE STRICTLY ADHERED TO. THIS INCLUDES, BUT IS NOT LIMITED TO, CONCRETE BLOCK, REINFORCING STEEL, ELECTRICAL, MECHANICAL, PLUMBING, ETC. 17. SPECIFICATIONS TO PRECEDE PLANS AND DIMENSIONS. DIMENSIONS TO PRECEDE PLANS. 18. THE CONTRACTOR SHALL INFORM THE ENGINEER IN WRITING ANY DISCPREPANCIES OR OMISSIONS NOTED ON THE DRAWINGS OR IN THE SPECIFICATIONS OR OF ANY VARIATIONS NEEDED IN ORDER TO CONFORM TO BUILDING CODES, RULES AND REGULATIONS. 19. ALL DECK DRAINAGE SHALL BE COLLECTED AND CONDUCTED TO AN APPROVED LOCATION IN A NON-EROSIVE MANNER. 20. ALL ROOF AND PAD DRAINAGE SHALL BE CONDUCTED TO THE STREET IN AN ACCEPTABLE MANNER. 21. NO SUBSTITUTION SHALL BE MADE FOR ANY MATERIAL, ARTICLE, METHOD OR PROCESS HEREIN SPECIFIED OR SHOWN ON PLANS UNLESS APPROVED BY THE OWNER AND THE ARCHITECT/ENGINEER. GENERAL NOTES 1. ALL LUMBER SHALL BE STRESS GRADE DOUGLAS FIR LARCH, U.N.O. 2. ALL WOOD IN DIRECT CONTACT WITH THE GROUND, MASONRY OR CONCRETE SHALL BE TREATED WITH PRESERVATIVE, OR SHALL BE DECAY RESISTANT WOOD AS PRESCRIBED IN DIVISION 31 (WOOD PRESERVATIVE). 3. ALL WALLS SHALL BE BOLTED TO FOUNDATION (CONCRETE OR CONCRETE BLOCK) WITH 5 8" DIAMETER ANCHOR BOLTS EMBEDDED 7" INTO FOOTING WITHIN 12" OF THE ENDS OF EACH WALL PANEL AND NOT MORE THAN 6'-O" O.C. AND HAVE MINIMUM TWO BOLTS PER PIECE OF SILL PLATE AND ONE LOCATED WITHIN 12" AND NOT LESS THAN 7 BOLT DIAMETER OR 4-3/8" OF EACH END OF EACH SILL PLATE WITH 3"X3"X14" PLATE WASHERS EXCEPT AS CALLED OUT FOR SHEAR WALLS. 4. ALL NAILING SHALL BE DONE IN ACCORDANCE WITH THE MINIMUM REQUIREMENTS (TABLE 2304.9.1) LOCAL BUILDING CODE, EXCEPT AS OTHERWISE SHOWN, AND SHALL BE DONE WITH COMMON WIRE NAILS UNLESS OTHER TYPE OF NAIL IS ALLOWED BY THE L.A.C.B.C. 5. EXTERIOR WALLS AND BEARING PARTITIONS SHALL BE FRAMED OF 2X4 STUDS @ 16" O.C. WHEN SUPPORTING LOADS FROM ROOF AND TWO OR MORE FLOORS ABOVE UNLESS OTHERWISE NOTED ON DRAWING. AT STAGGERED STUD WALLS USE 2X4 @ 16" EACH SIDE TYPICAL @ ALL FLOORS UNLESS NOTED OTHERWISE ON PLANS. 6. EVERY WOOD STUD BEARING WALL OR BEARING PARTITION SHALL BE BRACED AT EACH END OR AS NEAR AS POSSIBLE, AND AT LEAST EVERY 25 FEET OF ITS LENGTH. THE TYPE OF BRACING SHALL MEET THE CODE REQUIREMENTS FOR THIS PURPOSE. 7. FLOOR JOISTS SHALL BE DOUBLED UNDER PARTITIONS RUNNING PARALLEL TO THE JOISTS. USE DOUBLE STUDS OR 4X4 POSTS UNDER DOUBLE JOISTS OR 4X BEAMS, U.N.O. ON FRAMING PLANS. 8. BOLTS SHALL BE UNFINISHED BOLTS CONFORMING TO ASTM A-307. 9. PLYWOOD SHALL BE INTERIOR TYPE WITH EXTERIOR GLUE CONFORMING TO APA 32/16 "PS I-95" OF GRADE CALLED FOR BELOW. LAID WITH FACE GRAIN PERPENDICULAR TO SUPPORTS. USE COMMON NAILS ONLY UNLESS OTHERWISE APPROVED BY THE STRUCTURAL ENGINEER AND LOCAL BUILDING OFFICIAL. A. ROOF SHEATHING SHALL BE: 12" THICK PLYWOOD, STRUCT. I, NAILS WITH 10d NAILS @ 6" O.C. AT ALL DIAPHRAGM AND WALL BOUNDARIES. CONTINUOUS PANEL EDGES ARE NOT BLOCKED, 10d NAILS @ 6" O.C. AT PLYWOOD PANEL EDGES AND 10d NAILS @ 12" O.C. TO INTERMEDIATE SUPPORTS. B. FLOOR SHEATHING SHALL BE 5 8" PLYWOOD, (T&G), NAILED WITH 10d NAILS @ 6" O.C. AT PLYWOOD PANEL EDGES AND 10d NAILS @ 10" O.C. TO INTERMEDIATE SUPPORTS. C. PLYWOOD SHEATHING SHALL BE INSPECTED AND APPROVED BY BUILDING INSPECTOR PRIOR TO COVERING WITH FLOOR OR ROOF MATERIAL. D. SOLID BLOCKING AT EDGES REQUIRED FOR PLYWOOD ONLY WHERE CALLED FOR ON DRAWING. 11. CUTTING, NOTCHING OR DRILLING OF BEAMS OR JOISTS TO BE PERMITTED ONLY AS DETAILED OR APPROVED BY THE ENGINEER. 12. FRAMING HARDWARE SPECIFIED TO BE MANUFACTURED BY "SIMPSON STRONG TIE COMPANY, INC." WITH NAIL SIZE AND NUMBER AS SPECIFIED IN THE SIMPSON CATALOG LATEST EDITION, U.N.O. 2.RAFTER TIES SPACED 48" O.C. MAX ON CENTERS ARE REQUIRED IMMEDIATELY ABOVE CEILING JOISTS WHICH ARE NOT PARALLEL TO THE RAFTERS. 3. PROVIDE 2X BLOCKING UNDER PARTITIONS PERPENDICULAR TO FLOOR JOISTS. 4. ROOF PURLINS MUST NOT BE SMALLER THAN RAFTERS THEY SUPPORT. THE MAXIMUM SPAN FOR 2X4/2X6 ROOF PURLINS ARE 4'/6'. PROVIDE STRUTS NOT SMALLER THAN 2X4 WITH AN UNBRACED LENGTH NOT OVER 8' AND NOT FLATTER THAN 45 DEGREES FROM THE HORIZONTAL TO BEARING WALLS AND PARTITIONS. 5. INTERIOR WALLS USED FOR SHEAR WALLS SHALL BE BALLOON FRAMED TO RAFTERS. 6. ALL BEAMS TO BE SUPPORTED WITH SAME FULL WIDTH BEARING, U.N.O. 7. STRUCTURAL MEMBERS SHALL NOT BE CUT FOR PIPES, ETC, UNLESS SPECIFICALLY DETAILED. 8. BEARING WALL STUDS CANNOT BE NOTCHED MORE THAN 25% OF THEIR WIDTH. BORED HOLES CANNOT HAVE A DIAMETER GREATER THAN 40% OF THE STUD WIDTH. 9. AT FLOOR LEVELS USE SOLID BLOCKING BELOW TRIMMERS AND POSTS FROM BEARING HEADERS AND BEAMS. 10. ROOF DIAPHRAGM NAILING TO BE INSPECTED BEFORE COVERING. FACE GRAIN OF PLYWOOD SHALL BE PERPENDICULAR TO SUPPORTS. FLOOR SHALL HAVE TONGUE AND GROOVE OR BLOCKED PANEL EDGES. 1. FINISHED EXCAVATIONS FOR FOUNDATIONS SHALL BE NEAT AND TRUE TO LINE, WITH ALL LOOSE MATERIAL AND STANDING WATER REMOVED FROM EXCAVATIONS. 2. BEFORE ANY CONCRETE IS PLACED, EXCAVATIONS SHALL BE CHECKED AND APPROVED BY A QUALIFIED SOILS ENGINEER TO INSURE COMPLIANCE WITH THE REPORT REQUIREMENTS. 3. ALL FILL MATERIAL IS TO BE APPROVED BY THE SOILS ENGINEER AND IS TO BE COMPACTED TO 90% OF MAXIMUM DENSITY ASTM METHOD D-1557 (OR MORE AS DIRECTED). INSPECTION IS REQUIRED DURING FILL AND COMPACTION. 4. NOTIFY THE STRUCTURAL ENGINEER OF ANY UNUSUAL SOIL CONDITIONS THAT ARE IN VARIANCE WITH THE DATA HEREIN CITED. 5. STEP FOOTINGS WHERE REQUIRED AT A RATE OF 1 VERTICAL TO 2 HORIZONTAL, WITH A MAXIMUM VERTICAL STEP OF 2'-0". 6. SLAB ON GRADE SHALL BE PLACED ON FIRM, MOISTENED COMPACT EARTH (BELOW SUBBASE) AND SHALL HAVE CONSTRUCTION JOINTS SPACED NO FURTHER APART THAN 25 FEET IN EACH DIRECTION, UNLESS OTHERWISE NOTED. 7. ALL WOOD BEARING WALL, SHEAR WALL AND EXTERIOR WALL FOUNDATION PLATES OR SILLS SHALL BE BOLTED TO THE FOUNDATION OR FOUNDATION WALL WITH NOT LESS THAN 5 8" DIAMETER X 12" ANCHOR BOLTS WITH 3" X 3" X 0.229" SQUARE PLATE, EMBEDDED AT LEAST 9" INTO CONCRETE AND SPACED NOT MORE THAN 4'-0" APART UNLESS OTHERWISE NOTED. THERE SHALL BE A MINIMUM OF TWO BOLTS PER PIECE WITH ONE BOLT LOCATION WITHIN 12" OF EACH END OF EACH PIECE. 8. DIMENSIONS ARE NOT FURNISHED TO SIMPSON HD, LCB, CB OR PA TYPE HOLDOWNS. IT IS THE RESPONSIBILITY OF THE CONTRACTOR'S SUPERINTENDENT, THE FRAMING CONTRACTOR AND THE CONCRETE CONTRACTOR TO LOCATE THESE ANCHORS IN THE EXACT LOCATION. 9. ALL SIMPSON PA, HD, LCB AND CB HOLDOWNS TO BE FASTENED TO MIN 4X4 POST. 10. ALL ISOLATED POSTS AND BEAMS TO HAVE SIMPSON PB'S AND PC'S MINIMUM UNLESS OTHERWISE NOTED. 11. SIMPSON PA, HD, LCB AND CB ANCHORS TO BE TIED IN PLACE PRIOR TO CALLING FOR INSPECTION. 12. SLABS SHALL HAVE MINIMUM THICKNESS OF 4 INCHES AND REINFORCEMENT OF #4 @ 16" OC EACH WAY OR APPROVED EQUAL, PLACED AT THE CENTER OF THE SLAB. FOR MOISTURE SENSITIVE SLABS, A VAPOR BARRIER MEMBRANE COVERED WITH A 2" MINIMUM OF CLEAN SAND SHOULD BE PLACED BELOW THE SLAB. 13. LAG BOLTS: PROVIDE LEAD HOLE 70% OF THREADED SHANK DIAMETER AND FULL DIAMETER FOR SMOOTH SHANK PORTION. SOAP, PARAFFIN, OR OTHER APPROVED LUBRICANT SHALL BE USED ON THREADS. INSTALLATION SHALL BE BY SCREWING NOT HAMMERING. CARE SHALL BE TAKEN TO AVOID OVER TORQUING BOLT. 14. PLATE WASHERS ARE REQUIRED FOR ALL HOLDOWNS. 15. ALL HOLDOWN ANCHOR NUTS SHALL BE TIGHTENED JUST PRIOR TO COVERING OF THE WALL FRAMING. 16. THE FOUNDATION SILLS SHALL BE PRESSURE TREATED OR FOUNDATION GRADE REDWOOD. 17. FOUNDATIONS FOR ALL BUILDINGS WHERE THE SURFACE OF THE GROUND SLOPES MORE THAN 1 UNIT VERTICAL IN 10 UNITS HORIZONTAL (10% SLOPE) SHALL BE LEVEL OR SHALL BE STEPPED SO THAT BOTH TOP AND BOTTOM OF SUCH FOUNDATION ARE LEVEL. 18. EXPANSIVE SOIL REQUIREMENTS: IF SOIL IS FOUND TO BE EXPANSIVE, THE FOOTINGS MUST MEET THE FOLLOWING MINIMUM REQUIREMENTS: A. DEPTH OF FOOTINGS BELOW THE NATURAL AND FINISH GRADES SHALL NOT BE LESS THAN 24" FOR EXTERIOR AND 24" FOR INTERIOR FOOTINGS. B. EXTERIOR WALLS AND INTERIOR BEARING WALLS SHALL BE SUPPORTED ON CONTINUOUS FOOTINGS. C. FOOTINGS SHALL BE REINFORCED WITH A MINIMUM FOUR 12" DIAMETER DEFORMED REINFORCING BARS. TWO BARS SHALL BE PLACED 4 INCHES OF THE BOTTOM OF THE FOOTING AND TWO BARS WITHIN 4 INCHES OF THE TOP OF THE FOOTINGS. D. THE SOIL BELOW AN INTERIOR CONCRETE SLAB SHALL BE SATURATED WITH MOISTURE TO A DEPTH OF 18" PRIOR TO PLACING OF CONCRETE. E. CONCRETE SLABS ON GRADE ON EXPANSIVE SOIL OR COMPACTED FILL SHALL BE PLACED ON A 4" FILL OF COARSE AGGREGATE OR ON A 2" SAND BED COVERED MOISTURE BARRIER MEMBRANE. THE SLABS SHALL BE AT LEAST 4" THICK AND SHALL BE REINFORCED WITH #4 BARS SPACED AT INTERVALS NOT EXCEEDING 16" EACH WAY. 19. HOLDOWN CONNECTOR BOLT HOLES SHALL NOT BE MORE THAN 116" OVERSIZED AT THE CONNECTOR OF THE HOLDOWN TO THE POST. FOUNDATION NOTES STRUCTURAL WOOD NOTES GENERAL NOTES AND SPECIFICATIONS ME C H . U N I T AT T A C H E M E N T : 21 5 W . 4 t h . S t . Sa n t a A n a , C A 9 2 7 0 1 Sheet # Sheet title Date : Project #: Phase: 10-10-2024 24-186 2nd submittal #Date Revisions: 1 2 3 4 St r u c t u r a l E n g i n e e r i n g + D e s i g n 5 10 PsfCEILING LIVE LOAD: SEISMIC DESIGN CATEGORY: SEISMIC SITE CLASS: SPECTRAL RESPONSE ACCELERATION SPECTRAL RESPONSE ACCELERATION AT SHORT PERIODS AT 1-SECOND PERIOD SEISMIC VALUES (FOR AREAS A) MAPPED SPECTRAL RESPONSE ACCELERATION MAPPED SPECTRAL RESPONSE ACCELERATION AT SHORT PERIODS AT 1-SECOND PERIOD a.1 b. d. e. c. IMPORTANCE FACTOR 1 a.2 RISK CATEGORY II SDC="D" "D" SDS=1.17g SD1=0.8g SS=1.48g S1=0.51g LATITUDE: LONGITUDE: 33.7482 °N -117.8692 °W DESIGN PARAMETERS 2022 CBC : CALIFORNIA BUILDING CODE 7-16 ASCE : MINIMUM DESIGN LOADS FOR BUILDINGS & OTHER STRUCTURES 2021 IBC : INTERNATIONAL BUILDING CODE DEAD & LIVE LOADS 7.0 PsfCEILING DEAD LOAD: 215 W 4th St 1/22/2025 TABLE R602.3(1)FASTENING SCHEDULE Roof 1 Each end toe nail End nail 6" o.c. face nail 2 Ceiling joists to top plate Per joist, toe nail 3 4 SPACING AND LOCATION Face nail Face nail 5 Collar tie to rafter, face nail 6 Rafter or roof truss to plate i 7 End nail Wall 8 Stud to stud (not at braced wall panels) 9 10 11 Continuous header to stud Toe nail 12 End nail 12" o.c. ea. edge face nail 12" o.c. face nail 16" o.c. face nail 16" o.c. ea. edge face nail 24" o.c. face nail 16" o.c. face nail Face nail each rafter Toe nail Top plate to top plate 14 Double top plate splice 15 12" o.c. face nail Roof 16 16" o.c. face nail 17 Top or bottom plate to stud Toe nail End nail 18 19 Face nail 16" o.c. face nail 12" o.c. face nail 16" o.c. face nail Face nail 20 1" × 6" sheathing to each bearing Face nail 21 Floor 22 Joist to sill, top plate or girder Toe nail 23 6" o.c. toe nail 24 1" × 6" sub Face nail 25 2" sub Blind and face nail 26 2" planks (plank & beam At each bearing, face nail Face nail 4" o.c. toe nail 27 Band or rim joist to joist 28 29 Ledger strip supporting joists or rafters At each joist or rafter, face nail 30 Each end, toe nail End nail Face nail at ends and at each splice NUMBER AND TYPE OF FASTENER a, b, c R602.3 Design and Construction Exterior walls of wood-frame construction shall be designed and constructed in accordance with the provisions of this chapter and Figures R602.3(1) and R602.3(2), or in accordance with AWC NDS. Components of exterior walls shall be fastened in accordance with Tables R602.3(1) through R602.3(4). Wall sheathing shall be fastened directly to framing members and, where placed on the exterior side of an exterior wall, shall be capable of resisting the wind pressures listed in Table R301.2.1(1) adjusted for height and exposure using Table R301.2.1(2) and shall conform to the requirements of Table R602.3(3). Wall sheathing used only for exterior wall covering purposes shall comply with Section R703. Studs shall be continuous from support at the sole plate to a support at the top plate to resist loads perpendicular to the wall. The support shall be a foundation or Exception: Jack studs, trimmer studs and cripple studs at openings in walls that comply with Tables R602.7(1) and R602.7(2). California Residential Code 2022 DESCRIPTION OF BUILDING ELEMENTSITEM Blocking between ceiling joists, rafters or trusses to top plate or other framing below Blocking between rafters or truss not at the wall top plates, to rafter or truss Flat blocking to truss and web 4-8d box (2.5" x 0.113") or 3-8d common (2.5" x 0.131") or 3-10d box (3" x 0.128") or 3-3" x 0.131" nails Ceiling joist not attached to parallel rafter, laps over partitions [see Section R802.5.2 and Table R802.5.2(1)] Ceiling joist attached to parallel rafter (heel joint) [see Section R802.5.2 and Table R802.5.2(1)] Roof rafters to ridge, valley or hip rafters or roof rafter to minimum 2" ridge beam Stud to stud and abutting studs at intersecting wall corners (at braced wall panels) Built-up header (2" to 2" header with 1/2" spacer) Adjacent full-height stud to end of header Bottom plate to joist, rim joist, band joist or blocking (not at braced wall panels) 2 toe nails on one side and 1 toe nail on opposite side of each rafter or truss Face nail on each side of end joint (minimum 24" lap splice length each side of end joint) 2-8d common (2.5" x 0.131") or 2-3" x 0.131" nails 2-16d common (3.5" x 0.162") or 3-3" x 0.131" nails 16d common (3.5" x 0.162") or 3" x 0.131" nails 4-8d box (2.5" x 0.113") or 3-8d common (2.5" x 0.131") or 3-10d box (3" x 0.128") or 3-3" x 0.131" nails 4-10d box (3" x 0.128") or 3-16d common (3.5" x 0.162") or 4-3" x 0.131" nails Table R802.5.2(1) 4-10d box (3" x 0.128") or 3-10d common (3" x 0.148") or 4-3" x 0.131" nails 3-16d box (3.5" x 0.135") or 3-10d common (3" x 0.148") or 4-10d box (3" x 0.128") or 4-3" x 0.131" nails 4-16d box (3.5" x 0.135") or 3-10d common (3" x 0.148") or 4-10d box (3" x 0.128") or 4-3" x 0.131" nails 3-16d box (3.5" x 0.135") or 2-16d common (3.5" x 0.162") or 3-10d box (3" x 0.128") or 3-3" x 0.131" nails 16d common (3.5" x 0.162") 10d box (3" x 0.128") or 3" x 0.131" nails 16d box (3.5" x 0.135") or 3" x 0.131" nails 16d common (3.5" x 0.162") 16d common (3.5" x 0.162") 16d box (3.5" x 0.135") 5-8d box (2.5" x 0.113") or 4-8d common (2.5" x 0.131") or 4-10d box (3" x 0.128") 4-16d box (3.5" x 0.135") or 2-16d common (3.5" x 0.162") or 4-10d box (3" x 0.128") or 4-3" x 0.131" nails 16d common (3.5" x 0.162") 10d box (3" x 0.128") or 3" x 0.131" nails 8-16d box (3.5" x 0.135") or 12-16d common (3.5" x 0.162") or 12-10d box (3" x 0.128") or 12-3" x 0.131" nails 16d common (3.5" x 0.162") 16d box (3.5" x 0.135") or 3" x 0.131" nails For SI: 1 inch = 25.4 mm, 1 foot = 304.8 mm, 1 mile per hour = 0.447 m/s; 1 ksi = 6.895 MPa. a. Nails are smooth-common, box or deformed shanks except where otherwise stated. Nails used for framing and sheathing connections are carbon steel and shall have minimum average bending yield strengths as shown: 80 ksi for shank diameter of 0.192 inch (20d common nail), 90 ksi for shank diameters larger than 0.142 inch but not larger than 0.177 inch, and 100 ksi for shank diameters of 0.142 inch or less. Connections using nails and staples of other materials, such as stainless steel, shall be designed by accepted engineering practice or approved under Section R104.11. b. RSRS-01 is a Roof Sheathing Ring Shank nail meeting the speci c. Nails shall be spaced at not more than 6 inches on center at all supports where spans are 48 inches or greater. d. Four-foot by 8-foot or 4-foot by 9-foot panels shall be applied vertically. e. Spacing of fasteners not included in this table shall be based on Table R602.3(2). f. For wood structural panel roof sheathing attached to gable end roof framing and to intermediate supports within 48 inches of roof edges and ridges, nails shall be spaced at 4 inches on center where the ultimate design wind speed is greater than 130 mph in Exposure B or greater than 110 mph in Exposure C. g. Gypsum sheathing shall conform to ASTM C1396 and shall be installed in accordance with ASTM C1280 or GA 253. Fiberboard sheathing shall conform to ASTM C208. h. Spacing of fasteners on required blocking and at edges supported by framing members and required blocking. Blocking of roof or perpendicular to the framing members need not be provided except as required by other provisions of this code. Floor perimeter shall be supported by framing members or solid blocking. i. Where a rafter is fastened to an adjacent parallel ceiling joist in accordance with this schedule, provide two toe nails on one side of the rafter and toe nails from the ceiling joist to top plate in accordance with this schedule. The toe nail on the opposite side of the rafter shall not be required. ADDITIONAL NOTES 1. CONTRACTORS RESPONSIBLE FOR THE CONSTRUCTION OF A WIND OF SEISMIC FORCE RESISTING SYSTEM/COMPONENT LISTED IN THE "STATEMENT OF SPECIAL INSPECTION" SHALL SUBMIT A WRITTEN STATEMENT OF RESPONSIBILITY TO THE LADBS INSPECTORS AND THE OWNER PRIOR TO THE COMMENCEMENT OF WORK ON SUCH SYSTEM OR COMPONENT PER SEC 1709.1. 2. CONTINUOUS SPECIAL INSPECTION BY A REGISTERED DEPUTY INSPECTOR IS REQUIRED FOR FIELD WELDING, POST-INSTALLED ADHESIVE ANCHORS INSTALLED HORIZONTALLY OR UPWARDLY INCLINED TO RESIST SUSTAINED TENSION LOADS, SHOTCRETE PLACEMENT, CONCRETE STRENGTH f=c>2500 PSI, SPRAYED-ON FIREPROOFING, ENGINEERING MASONRY, HIGH-LIFT GROUTING, HIGH LOAD DIAPHRAGMS AND SPECIAL MOMENT-RESISTING CONCRETE FRAMES, AND HELICAL PILE FOUNDATIONS. 3. FOUNDATION SILLS SHALL BE NATURALLY DURABLE OR PRESERVATIVE-TREATED WOOD. FIELD WELDING TO BE DONE BY WELDERS CERTIFIED BY THE LADBS FOR 4. (STRUCTURAL STEEL)(REINFORCING STEEL)(LIGHT GAUGE STEEL).CONTINUOUS INSPECTION BY A DEPUTY INSPECTOR IS REQUIRED. 5. SHOP WELDS MUST BE PERFORMED IN A LADBS LICENSED FABRICATORS SHOP. 6. LADBS LICENSED FABRICATOR IS REQUIRED FOR (TRUSSES),(STRUCTURAL STEEL) 7. GLUED-LAMINATED TIMBERS MUST BE FABRICATED IN A LADBS LICENSED SHOP. IDENTIFY GRADE SYMBOL AND LAMINATION SPECIES PER 2015 NDS SUPPLEMENT TABLE 5A. 8. PROVIDE LEAD HOLE 40%-70% OF THREADED SHANK DIAMETER AND FULL DIAMETER FOR SMOOTH SHANK PORTION. 9. PERIODIC SPECIAL INSPECTION IS REQUIRED FOR WOOD SHEAR WALLS, SHEAR PANELS, AND DIAPHRAGMS, INCLUDING NAILING, BOLTING, ANCHORING, AND OTHER FASTENING TO COMPONENTS OF THE SEISMIC FORCE RESISTING SYSTEM. SPECIAL INSPECTION BY A DEPUTY INSPECTOR IS REQUIRED WHERE THE FASTENER SPACING OF THE SHEATHING IS 4 INCHES ON CENTER OR LESS. 10. SPECIAL ACTIVITY INSPECTION IS REQUIRED FOR (BUILDINGS OVER 5 STORIES OR 60' IN HEIGHT)(BUILDINGS OVER 50,OOO SQ.FT. OF GROUND FLOOR AREA)(BUILDINGS OVER 200,000 SQ.FT. OF TOTAL FLOOR AREA. 11. A COPY OF THE LOS ANGELES RESEARCH REPORT AND/OR CONDITIONS OF LISTING SHALL BE MADE AVAILABLE AT THE JOB SITE. 12. IF ADVERSE SOIL CONDITIONS ARE ENCOUNTERED, A SOILS INVESTIGATION REPORT MAY BE REQUIRED. 13. HOLD-DOWN CONNECTOR BOLTS INTO WOOD FRAMING REQUIRE APPROVED 1 PLATE WASHERS; AND HOLD-DOWNS SHALL BE FINGER TIGHT AND WRENCH 2 TURN JUST PRIOR TO COVERING THE WALL FRAMING. CONNECTOR BOLTS INTO FRAMING REQUIRE STEEL PLATE WASHERS ON THE POST ON THE OPPOSITE SIDE OF THE ANCHORAGE DEVICE. PLATE SIZE SHALL BE A MINIMUM OF 0.299 INCH BY 3 INCHES BY 3 INCHES. 14. ROOF DIAPHRAGM NAILING TO BE INSPECTED BEFORE COVERING. FACE GRAIN OF PLYWOOD SHALL BE PERPENDICULAR TO SUPPORTS. FLOOR SHALL HAVE TONGUE AND GROOVE OR BLOCKED PANEL EDGES. PLYWOOD SPANS SHALL CONFORM WITH TABLE 2304.7. 15. ALL DIAPHRAGM AND SHEAR WALL NAILING SHALL UTILIZE COMMON NAILS OR GALVANIZED BOX. 16. ALL BOLTS SHALL BE DRILLED 1/32" TO 1/16" OVERSIZED. 17. HOLD-DOWN HARDWARE MUST BE SECURED IN PLACE PRIOR TO FOUNDATION INSPECTION. Bottom plate to joist, rim joist, band joist or blocking (at braced wall panel) Top plates, laps at corners and intersections 1" brace to each stud and plate 1" × 8" and wider sheathing to each bearing Rim joist, band joist or blocking to sill or top plate (roof applications also) Built-up girders and beams, 2-inch lumber layers Bridging or blocking to joist, rafter or truss 3-16d box (3.5" x 0.135") or 2-16d common (3.5" x 0.162") or 4-3" x 0.131" nails 4-8d box (2.5" x 0.113") or 3-16d box (3.5" x 0.135") or 4-8d common (2.5" x 0.131") or 4-10d box (3" x 0.128") or 4-3" x 0.131" nails 3-16d box (3.5" x 0.135") or 2-16d common (3.5" x 0.162") or 3-10d box (3" x 0.128") or 4-3" x 0.131" nails 3-10d box (3" x 0.128") or 2-16d common (3.5" x 0.162") or 3-3" x 0.131" nails 3-8d box (2.5" x 0.113") or 2-8d common (2.5" x 0.131") or 2-10d box (3" x 0.128") or 2 staples 1.75" 3-8d box (2.5" x 0.113") or 2-8d common (2.5" x 0.131") or 2-10d box (3" x 0.128") or 2 staples, 1" crown, 16" ga., 1.75" long 3-8d box (2.5" x 0.113") or 3-8d common (2.5" x 0.131") or 3-10d box (3" x 0.128") or 3 staples, 1" crown, 16" ga., 1.75" long Wider than 1"x8" 4-8d box (2.5" x 0.113") or 3-8d common (2.5" x 0.131") or 3-10d box (3" x 0.128") or 4 staples, 1" crown, 16" ga., 1.75" long Nail each layer as follows: 32" o.c. at top and bottom and staggered. 24" o.c. face nail at top and bottom staggered on opposite sides 4-8d box (2.5" x 0.113") or 3-8d common (2.5" x 0.131") or 3-10d box (3" x 0.128") or 3-3" x 0.131" nails 8d box (2.5" x 0.131") 8d common (2.5" x 0.131") or 10d box (3" x 0.128") or 3" x 0.131" nails 3-8d box (2.5" x 0.113") or 2-8d common (2.5" x 0.131") or 3-10d box (3" x 0.128") or 2 staples, 1" crown, 16" ga., 1.75" long 3-16d box (3.5" x 0.135") or 2-16d common (3.5" x 0.162") 3-16d box (3.5" x 0.135") or 2-16d common (3.5" x 0.162") 3-16d common (3.5" x 0.162") or 4-10d box (3" x 0.128") or 4-3" x 0.131" nails 4-3" x 14ga. staples, 7/16" crown 20d common (4" x 0.192") or 10d box (3" x 0.128") or 3" x 0.131" nails And: 2-20d comon (4" x 0.192") or 3-10d box (3" x 0.128") or 3-3" x 0.131" nails 4-16d box (3.5" x 0.135") or 3-16d common (3.5" x 0.162") or 4-10d box (3" x 0.128") or 4-3" x 0.131" nails 2-10d common (3" x 0.148") or 2-8d box (2.5" x 0.131") or 2-3" x 0.131" nails HARDWARE LARR REPORT# 1. SIMPSON HDU - LARR 25720 2. SIMPSON SSTB - LARR 25827 3. SIMPSON HU/HUTF HANGER - LARR 25807/25803 4. SIMPSON MST STRAP - LARR 25713 5. SIMPSON A35/LTP4 FRAMING CLIPS - LARR 25814 6. SIMPSON SDS WOOD SCREWS - LARR 25711 7. SIMPSON CC/CCQ, ECC/ECCQ, PC, EPC - LARR 25714 8. SIMPSON EPOXY SET - LARR 25279 10. HARDY FRAMES - LARR 25759-T 11. SIMPSON STRONG WALLS - LARR 25427 11. SIMPSON ADJUSTABLE HANGERS - LARR 25804 S-1.2 Nailing schedules and Additional Notes ME C H . U N I T AT T A C H E M E N T : 21 5 W . 4 t h . S t . Sa n t a A n a , C A 9 2 7 0 1 Sheet # Sheet title Date : Project #: Phase: 10-10-2024 24-186 2nd submittal #Date Revisions: 1 2 3 4 St r u c t u r a l E n g i n e e r i n g + D e s i g n 5 215 W 4th St 1/22/2025 P.L.P.L. SCALE: 1/4"=1'-0" FOUNDATION PLAN (E)FOOTING (E)FOOTING (E)FOOTING (E)FOOTING (E)FOOTING (E)FOOTING (E)FOOTING (E)FOOTING (E)FOOTING (E)FOOTING (E)FOOTING (E)FOOTING (E)FOOTING (E)FOOTING (E)FOOTING (E)FOOTING (E)FOOTING (E)FOOTING (E)FOOTING (E)FOOTING (E)FOOTING (E)FOOTING (E)FOOTING (E)FOOTING (E ) G R A D E B E A M (E ) G R A D E B E A M (E)PAD (E ) 2 x 8 F . J . @1 6 " o . c . (E ) 2 x 8 F . J . @1 6 " o . c . (E ) 2 x 8 F . J . @1 6 " o . c . SNEEZE GUARD 60"H A.F.F. (N)RAMP 1:12 SLOPE (N)RAILING 36"H SEE DET.5/S-2.1 (N ) 2 x 8 F . J . A T T A C H E D T O (E ) F . J . , A L I G N E D W I T H PA R T I T I O N W A L L A B O V E (N)2x8 F.J. @16" o.c. SUPPORTED AT EACH F.J. BELOW (E ) F O O T I N G (E ) F O O T I N G (E ) F O O T I N G (E ) F O O T I N G 72"x48" LANDING 60"x60" LANDING (N)2x8 F.J. @16" o.c. (N)4x4 K.P. (N)4x4 K.P. (N)2-2x8 F.J. UNDER RAILING (N)2-2x8 F.J. UNDER RAILING (N ) 4 x 8 D . F . # 2 BE A M (N ) 4 x 8 D . F . # 2 BE A M 4 PARTITION WALL ON RAISED FOUND. (E)STEEL COLUMN (N)1'-6"x1'-6"x18"D PAD w/(4)#4 REBAR @ BOTTOM FOR SISTERING DETAIL SEE DET. 1/S-2.2 ’ (N)2x8 F.J. PER PLAN, SUPPORTED AT EACH F.J. BELOW (E)2x8 F.J. PER PLAN SIMPSON HANGER FOR F.J. TO BEAM (E)FOOTING SIMPSON BC4 SIMPSON BC4 (N)2x CRIPPLE STUD / FILLER TO MATCH F.J. BELOW w/8d NAIL AT EACH SIDE (N)2x8 F.J. PER PLAN (N)2x8 F.J. PER PLAN BE A M P E R P L A N BE A M P E R P L A N (N)36"H. METAL RAILING PER DET. 5/S-2.1 (N)2x8 F.J. PER PLAN (N)2-2x8 F.J. PER PLAN (N)2-2x8 F.J. PER PLAN (N)2-2x8 F.J. PER PLAN (N)2-2x8 F.J. PER PLAN (N)2-2x8 F.J. PER PLAN (N)2-2x8 F.J. PER PLAN (E)FOOTING (E)FOOTING (E)FOOTING RAMP DETAIL 3 SECTION VIEW PLAN VIEW 60"x60" LANDING 2" 2" 16d COMMON NAIL @16" O.C. STAGGERED SISTERED RAFTER DETAIL REBAR PER PLAN SIMPSON PB44 4x4 KING POST EXISTING FOOTING (2)#4 REBAR DRILL AND USE SIMPSON SET-XP EPOXY ICC-ES ESR-2508 (DEPUTY INSPEC. REQUIRED) 1 (N)PAD TO (E)FOOTING2 5 RAILING AT RAMP (N)36"H. METAL RAILING PER DET. 5/S-2.1 (N)36"H. METAL RAILING PER DET. 5/S-2.1 (N)36"H. METAL RAILING PER DET. 5/S-2.1 (N)36"H. METAL RAILING PER DET. 5/S-2.1 (N)36"H. METAL RAILING PER DET. 5/S-2.1 SIMPSON HANGER FOR F.J. TO BEAM (N)2x CRIPPLE STUD / FILLER TO MATCH F.J. BELOW w/8d NAIL AT EACH SIDE (N)36"H. METAL RAILING PER DET. 5/S-2.1 (N)2-2x8 F.J. UNDER RAILING ME C H . U N I T AT T A C H E M E N T : 21 5 W . 4 t h . S t . Sa n t a A n a , C A 9 2 7 0 1 Sheet # Sheet title Date : Project #: Phase: 10-10-2024 24-186 2nd submittal #Date Revisions: 1 2 3 4 St r u c t u r a l E n g i n e e r i n g + D e s i g n 5 Foundation Plan S-2.1 215 W 4th St 1/22/2025 (NEW) SKYLIGHT 4'X4' (EX.) SKYLIGHT 5'X6' P.L.P.L. EF UNIT 2 403 LBS (E ) 2 x 6 R . R . @2 4 " O . C . (E ) 2 x 1 2 C . J . @2 4 " O . C . (E) SUPPORT POINT RAFTER (E) SUPPORT POINT RAFTER SCALE: 1/4"=1'-0" ROOF FRAMING PLAN EF UNIT 3 238 LBS EF UNIT 1 296 LBS MUA UNIT 1 692 LBS 2 31 B 2" 2" 16d COMMON NAIL @16" O.C. STAGGERED A 10"x12"x1/4" PLATE CROSS SECTION A-A 1/4" STEEL PLATE BOTH SIDES A WOOD JOIST PER PLAN 2x12 C.J. PER PLAN 4" BOTH SIDES 12" 11.25" OPENING IN JOIST 10"5" 2.5" 2.5" LUS210-2 SIMPSON HANGER 2-2x12 ROOF RAFTER PER PLAN (E) ROOF RAFTER PER PLAN (E) CEILING JOIST PER PLAN (E) ROOF SHEATHING (E) LEDGER OR BLK'G 5 (R . R . # 3 ) 6 (E) BRICK WALL (N)2x4 DIAGONAL BRACE w/(8)10d EA.END (E) 2x6 R.R. + (N) 2x12 R.R. SISTERED OR (N) 2-2x12 R.R. WHERE OCCURS (E) 2x12 C.J. LUS210-2 SIMPSON HANGER 7 B 2" 2" 16d COMMON NAIL @16" O.C. STAGGERED (E) LEDGER OR BLK'G AL I G N ( N ) 2 - 2 x 1 2 R . R . OR ( N ) 2 x 1 2 S I S T E R E D T O ( E ) 2 X 6 (R . R . # 3 ) AL I G N ( N ) 2 - 2 x 1 2 R . R . OR ( N ) 2 x 1 2 S I S T E R E D T O ( E ) 2 X 6 (R . R . # 3 ) AL I G N ( N ) 2 - 2 x 1 2 R . R . OR ( N ) 2 x 1 2 S I S T E R E D T O ( E ) 2 X 6 (R . R . # 3 ) AL I G N ( N ) 2 - 2 x 1 2 R . R . OR ( N ) 2 x 1 2 S I S T E R E D T O ( E ) 2 X 6 (R . R . # 2 ) AL I G N ( N ) 2 - 2 x 1 2 R . R . OR ( N ) 2 x 1 2 S I S T E R E D T O ( E ) 2 X 6 (R . R . # 2 ) AL I G N ( N ) 2 - 2 x 1 2 R . R . OR ( N ) 2 x 1 2 S I S T E R E D T O ( E ) 2 X 6 (R . R . # 1 ) AL I G N ( N ) 2 - 2 x 1 2 R . R . OR ( N ) 2 x 1 2 S I S T E R E D T O ( E ) 2 X 6 (R . R . # 1 ) AL I G N ( N ) 2 - 2 x 1 2 R . R . OR ( N ) 2 x 1 2 S I S T E R E D T O ( E ) 2 X 6 (R . R . # 4 ) AL I G N ( N ) 2 - 2 x 1 2 R . R . OR ( N ) 2 x 1 2 S I S T E R E D T O ( E ) 2 X 6 (R . R . # 4 ) AL I G N ( N ) 2 - 2 x 1 2 R . R . OR ( N ) 2 x 1 2 S I S T E R E D T O ( E ) 2 X 6 AC. UNIT 1 655 LBS 2x 1 2 S I S T E R E D T O ( E ) 2 X 1 2 C . J . # 1 (E ) 2 X 1 2 C . J . 4x6 BLK'G4x6 BLK'G 4x6 BLK'G4x6 BLK'G 8 4 JOIST REINFORCEMENT ME C H . U N I T AT T A C H E M E N T : 21 5 W . 4 t h . S t . Sa n t a A n a , C A 9 2 7 0 1 Sheet # Sheet title Date : Project #: Phase: 10-10-2024 24-186 2nd submittal #Date Revisions: 1 2 3 4 St r u c t u r a l E n g i n e e r i n g + D e s i g n 5 Roof Framing Plan S-2.2 ESR-4108 215 W 4th St 1/22/2025                              E-3 21 5 W . 4 T H S T , S A N T A A N A , C A 9 2 7 0 1                               215 W 4th St 1/22/2025 E/NITEM #QTY.EQUIPMENT MANUFACTURE MODEL # EQUIPMENT SCHEDULE EQUIPMENT DIMENSION 3 N LOT 5 TIER STORAGE SHELVING 1848NSMETRO 18"WX48"L 7 9 8 N 1 MOP BASIN SINK SE18181PGSW 18"LX18"WX13"H N 1 CHEMICAL SHELF WS-W1224GSW PER PLAN N 1 MOP & BROOM HOLDER 2-223 X 24BOBRICK 24"L 2 N 2 EMPLOYEE LOCKER 6 TIERGLOBAL 13 11 12 N 1 WAREWASH 3 COMP. SINK SH24243DGSW 120"LX30"DX45"H N 1 PRE RINSE W/ FAUCET AA-984GGSW 12" NPT FEMALE INLETS N 1 OVERHEAD DOUBLE SHELF GSW PER PLANPER PLAN 23 N 3 STAINLESS STEEL PREP TABLE WT-EE3060GSW 30"LX60"WX35"H 21 22 20 N 3 SURFACED MOUNTED SOAP DISPENSER B-2111BOBRICK 4"WX3"DX8"H N 3 SURFACE MOUNTED TOWEL DISPENSER B-262BOBRICK 10"WX3"DX14"H N 3 HAND SINK W/ SPLASH GUARDS HS-0810SGSW 12"WX12"DW12"H 10 N 1 VEGETABLE PREPARATION SINK SE18181LGSW 39"LX24"DX36"H 1 N 1 AIR CURTAIN LPV242-1UMARS 42"L 6 N 1 WATER HEATER U-75T-80R-3NBRADFORD WHITE 27.1 N 2 STAINLESS STEEL PREP TABLE WT-E7230GSW 30"LX72"WX35"H 33 N 2 POS OWNER -- 4 N 1 3 DOOR REACH IN FREEZER AVANTCO SS-3F-HC 815 16"WX32"DX82"H 5 N 1 WASHER AND DRYER COMBO LG WM6998HBA 27’’W x 39”H x 33 1/8’’D 76/80 GAL 14 N 1 GREASE TRAP 35 GALENDURA 15.1 N 1 WATER FILTER 175/16 REVERSEPENTAIR BWS 15 5 8 "D X 23 3 16 "H 15 N 1 FILTERED WATER FAUCET DELFIELD 12"LX12"DX9.5"H307 15.2 N 1 S/S CABINET CTD-2436HGSW 24"D X 36"W X 35"H 28 N 1 TYPE I EXHAUST HOOD #1 CAPTIVE AIR 10'-6" X 4'-6" 29 N 1 TYPE I EXHAUST HOOD #1 CAPTIVE AIR 8'-6" X 4'-6" 16 N 1 TYPE I EXHAUST HOOD #1 CAPTIVE AIR 7'-6" X5'-0" N 4 STOCK POT RANGE CPG-SP-18-NCPG 18"WX25"DX22"H17 18 N 2 STAINLESS STEEL PREP TABLE WT-E8430GSW 30"LX84"WX35"H 19 N LOT 5 TIER STORAGE SHELVING 1836NSMETRO 18"WX36"L 24 N 2 DOUGH MIXER 30QT 16"Ø BOWL D330HOBART 24"LX23"DX52"H 25 N 2 DOUGH MIXER 30QT 16"Ø BOWL D300HOBART 21"LX20"DX45"H 26 N 1 3 DOOR REACH IN REFRIGERATOR AVANTCO SS-3R-HC 815 16"WX32"DX82"H 27 N 4 FRYERS CASTLE 2932 SF 32"WX28.5"DX20"H 30 N 1 STAINLESS STEEL PREP TABLE CUSTOMGSW - 32 N 1 2 DOOR U/C REFRIGERATOR TRUE TUC-60-32-HC 60"WX32"DX29"H 31 N 1 2 DOOR U/C FREEZER TRUE TUC-60-32F-HC 60"WX32"DX29"H ELECTRICAL NSF ULCOMMENT AMPVOLT 115/60/1 2.4 A - - SELF CONTAINED115/60/1 6.9 A 120/60/1 12 A 10 GAL TANK 208/60/1 14 A 115/60/1 10.2 A SELF CONTAINED115/60/1 3.37 A SELF CONTAINED115/60/1 1.7 A SELF CONTAINED115/60/1 5.8 A 3P 200A M A EXISTING "MS" (E) 120/208V, 3Ø,4W SINGLE LINE DIAGRAM (E) (E) REVISIONS J S E N G I N E E R I N G , I N C . STAMP E-1 21 5 W . 4 T H S T , S A N T A A N A , C A 9 2 7 0 1 TE N A N T I M P R O V E M E N T - D O N C H U R R O S 215 W 4th St 1/22/2025 18x48 5-tier 18x48 5-tier 18x36 5-tier 18x48 5-tier 18x48 5-tier 18x48 5-tier 18x48 5-tier 18x48 5-tier 1 22 3 4569 8 7 10 14 1312 11 3 18 31922 20 21 15 24 17 2525 20 22 21 232326 18 29 27272727 30 31 33 33 3 3 24 23 15.1 15.2171717 20 22 21 32 28 33 16 27.127.1 +/- 10'-0"H TO (N) HARD CEILING (N) 10'-6"X4'-6" TYPE I EXHAUST HOOD #1 (N) 8'-0"X4'-6" TYPE I EXHAUST HOOD #2+/- 11'-0"H TO HARD CEILING 2X4 CLNG JOIST EVERY 16" O.C. 2X LEDGER +/- 10'-0"H TO (N) HARD CEILING 2X LEDGER 2X4 CLNG JOIST EVERY 16" O.C. 2X4 CLNG JOIST EVERY 16" O.C. 2X4 CLNG JOIST EVERY 16" O.C. (N) 7'-8"X5'-0" TYPE I EXHAUST HOOD #3 +/- 16'-0"H OPEN CEILING +/- 16'-0"H OPEN CEILING TV TV TV TV +/- 14'-0"H HARD CEILING ON EXISTING C.J. +/- 14'-0"H HARD CEILING ON EXISTING C.J. LIGHTING PLAN 1/4"=1'-0" POWER PLAN 1/4"=1'-0" +/- 14'-0"H HARD CEILING ON EXISTING C.J. TV TV TV TV ROOF PLAN 1/4"=1'-0" S S S REVISIONS J S E N G I N E E R I N G , I N C . STAMP E-2 21 5 W . 4 T H S T , S A N T A A N A , C A 9 2 7 0 1 TE N A N T I M P R O V E M E N T - D O N C H U R R O S 215 W 4th St 1/22/2025 M-0.1 THIS DRAWING, SPECIFICATIONS AND IDEAS, DESIGNS THEREBY ARE AND SHALL REMAIN THE PROPERTY OF IG DRAFTING & DESIGN AND NO PART THEREOF SHALL BE COPIED DISCLOSED TO OTHERS OR USED IN CONNECTION WITH ANY WORK OR PROJECT FOR WHICH THERE HAVE BEEN PREPARED AND DEVELOPED, WITHOUT THE WRITTEN CONSENT OF IG DRAFTING & DESIGN, VISUAL CONTACT WITH THESE DRAWINGS SHALL CONSTITUTE EVIDENCE OF ACCEPTANCE OF THESE RESTRICTIONS. DO N C H U R R O S 1 2 3 4REFERENCE CODES: 2022 CALIFORNIA BUILDING CODE 2022 CALIFORNIA MECHANICAL CODE 2022 CALIFORNIA PLUMBING CODE 2022 CALIFORNIA ELECTRICAL CODE 2022 CALIFORNIA TITLE-24 ENERGY CODE 2022 CALIFORNIA FIRE CODE 2022 CALIFORNIA GREEN BUILDING STANDARDS 2023 CITY OF SANTA ANA AMENDMENTS CODES 215 W 4th St 1/22/2025 TOP OF THERMOSTAT 24" MAX FINISHED FLOOR OVER OBSTRUCTION FINISHED FLOOR MOUNT HEIGHT TOP OF THERMOSTAT 34 " M A X 48 " M A X 48 " M A X 36 " M I N USE 3 8" LAG PER SUPPORT LOCATION W/ 3" EMBED. INTO 4x MEMBER NEW ROOF EQUIPMENT 4x8 W/ A35 @ EA. SIDE PENETRATION SEAL BY ROOF MANUFACTURER EXTENSION BAR AND ANCHOR BY ROOF MANUFACTURER GALVANIZED SHEET METAL COVER SEAL STRIP EXISTING TRUSSES EXISTING ROOF SHEATHING 2x BLK'G 4x8 @24" O.C. DEMOLITION / ALTERATION NOTES 1. IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO VISIT THE EXISTING PROJECT SITE, ACQUAINT HIMSELF WITH ALL EXISTING CONDITIONS, AND ASCERTAIN THE EXTENT OF WORK INVOLVED IN REMOVING EXISTING EQUIPMENT AND INSTALLING NEW EQUIPMENT, DUCTWORK AIR DISTRIBUTION DEVICES, PIPING CONTROLS, AND ALL OTHER APPURTENANCES PERTAINING TO THE ABOVE. HE SHALL PROVIDE ALL LABOR, MATERIALS, ETC. REQUIRED FOR THE COMPLETE NEW INSTALLATION, ALTERATIONS, ETC. FOR THE COMPLETION OF THE PROJECT. BY THE ACT OF SUBMITTING A BID, THE CONTRACTOR SHALL BE DEEMED TO HAVE MADE SUCH AN EXAMINATION TO HAVE ACCEPTED SUCH CONDITIONS, AND TO HAVE MADE ALLOWANCES THEREFORE IN PREPARING HIS FIGURE. 2. WHERE INDICATED ON THE DRAWINGS, THE CONTRACTOR SHALL DISCONNECT THE EXISTING EQUIPMENT NOT TO BE USED FOR THE REHABILITATION OF THIS PROJECT INCLUDING HEATING UNITS, VENTS, CONTROLS, PIPING, CONDUITS SUPPORTS ETC. PREPARING THE EXISTING ABOVE EQUIPMENT FOR REMOVAL. 3. ALL MATERIALS, EQUIPMENT, PIPING, DUCTWORK, ETC., WHICH ARE TO BE REMOVED, SHALL BECOME THE PROPERTY OF THE CONTRACTOR, UNLESS INDICATED OTHERWISE AND SHALL BE REMOVED FROM THE SITE. WHERE SUCH MATERIALS, EQUIPMENT, ETC., ARE TO BE REMOVED, IT SHALL BE REMOVED, IT ITS ENTIRETY, FROM THE PREMISES, AND CARE TAKEN TO ENSURE THAT NO OPEN ENDS EXIST IN PIPING, DUCTWORK, ETC., WHICH REMAIN IN PLACE OR IN SERVICE. BLANKED OR OTHER APPROVED MEANS OF CLOSURE METHOD. 4. THE DRAWINGS ARE DIAGRAMMATIC ONLY, DO NOT SCALE THE DRAWINGS TO DETERMINE THE LOCATIONS OF EQUIPMENT, DUCTS, OR PIPING. LOCATIONS OF EXISTING EQUIPMENT, DUCTS, PIPES, ETC., ARE APPROXIMATE AND ARE INDICATED FOR REFERENCE ONLY. EXACT LOCATIONS AND SIZES SHALL BE VERIFIED IN THE FIELD. 5. THE EXISTING CONDITIONS SHOWN ARE FROM AVAILABLE RECORD DRAWINGS AND SHOWN FOR REFERENCE ONLY. CONTRACTOR SHALL VERIFY ACTUAL EXISTING CONDITIONS AT SITE PRIOR TO SUBMITTING THE BID. ALL DEMOLITION, ALTERNATION, EXTENSION, RELOCATION, REHABILITATION WORK SHALL BE INCLUDED IN BASE CONTRACT. NO ADDITIONAL ALLOWANCE OR CHANGE ORDERS WILL BE ACCEPTED. 6. CONTRACTOR IS RESPONSIBLE TO RELOCATE OR REMOVE FROM WALLS, CEILINGS, FLOOR SPACE, ETC. ANY EXISTING DUCTS, GRILLS, EQUIPMENT, PIPING, OR OTHER EQUIPMENT WHICH INTERFERES WITH PLANNED REMODEL WORK. 7. NOTIFY THE ENGINEER IMMEDIATELY WHEREVER EXISTING EQUIPMENT IS ENCOUNTERED WHICH MUST BE RELOCATED DUE TO THE NEW CONSTRUCTION, OR NOT INDICATED ON "AS-BUILT" DRAWINGS OR WAS BURIED UNDERGROUND OR EMBEDDED IN STRUCTURAL WALLS. 8. CAREFULLY PROTECT ALL WALLS, TRIM, FLOORS, EQUIPMENT, UTILITY LINES, AND MATERIALS. WHEN WORKING ON FINISHED SURFACES, LIMIT DAMAGE TO THE SMALLER AREA IF POSSIBLE AND RESTORE TO THE ORIGINAL CONDITION ALL SURFACES WHICH ARE DAMAGED BECAUSE OF THE INSTALLATION OF THIS WORK. 9. EQUIPMENT, MATERIALS AND SUPPLIES TEMPORARILY REMOVED FOR PROTECT ION SHALL BE REPLACED IN ORIGINAL LOCATIONS. ANY MATERIALS DAMAGED SHALL BE REPLACED WITH NEW MATERIALS OF LIKE KIND AND QUALITY. 10. DEMOLITION WORK SHALL BE DONE IN A MANNER WHICH W ILL NOT CAUSE UNNECESSARY INCONVENIENCE OR DANGER TO USERS OF THE PREMISES AND ADJACENT SITE, AND NOT INTERFERE WITH ITS OPERATION. ANY DEMOLITION WORK TO BE PERFORMED MUST BE PLANNED IN ADVANCE. ALL DEBRIS SHALL BE DISPOSED OF IN AN APPROVED MANNER. 11. DO ALL DRILLING, CUTTING, ETC REQUIRED TO DEMOLISH WORK AS INDICATED OR PROVIDE BLANK COVER PLATE ON ALL OUTLETS EXPOSED BY REMOVAL OF FIXTURE OR DEVICE. 12. RESEAL ALL PENETRATIONS OR OPENINGS THROUGH WALLS, CEILINGS, FLOORS, ETC., TO MAINTAIN THE RATING OF THE STRUCTURE. 13. ALL REMOVED MATERIALS AND EQUIPMENT WHICH ARE SALVAGED MATERIALS SHALL REMAIN IN THE PROPERTY OF THE OWNER. DELIVER SUCH SALVAGED MATERIALS AND EQUIPMENT ON THE PREMISES AS DIRECTED BY THE OWNER AND NEATLY PILE OR STORE THEM AND PROTECT FROM DAMAGE. DISPOSE OF ALL HAZARDOUS MATERIALS PER GUIDELINES OF THE STATE OF CALIFORNIA, DEPARTMENT OF HEALTH SERVICES AND OTHER AGENCIES HAVING JURISDICTION. 14. CONTRACTOR SHALL FIELD VERIFY EXISTING EQUIPMENT, DUCTS, PIPES, REGISTERS, ETC., AS REQUIRED AND REMOVED ALL MARKED TO BE DEMOLISHED IN A NEAT AND ORDERLY MANNER AND CAP AT NEAREST ACTIVE TEE. 15. SCHEDULE AND COORDINATE INSTALLATION AND DEMOLITION WORK WITH OWNERS REPRESENTATIVE TO MEET REQUIRED PHASING OF THE PROJECT. KITCHEN HOOD NOTES 1. a.ALL WORK SHALL COMPLY WITH STATE AND LOCAL CODES. A FIRE EXTINGUISHING SYSTEM IS REQUIRED PER SECTION 513 CMC. HOOD SYSTEM MUST HAVE FIRE DEPARTMENT APPROVAL. HOOD MUST HAVE A MINIMUM CLEARANCE OF 18” FROM COMBUSTIBLES OR A MINIMUM OF 3” FROM PROTECTED COMBUSTABLES. ROOF BLOWERS MUST BE A MINIMUM OF 10’ FROM AIR CONDITIONERS, EVAP. COOLERS, AND/OR ADJACENT PROPERTY LINES THE BOTTOM OF THE EXHAUST OUTLET SHALL BE A MINIMUM OF 24” ABOVE THE ROOF. IF A SCOOP IS INSTALLED ON THE DISCHARGE SIDE OF A CENTRIFUGAL FAN. b. THE DUCT SHALL BE CONSTRUCTED OF METAL IN COMPLIANCE WITH CHAPTER 5 OF CMC 2022. c.THE DUCT SHALL HAVE ADEQUATE OPENINGS AT THE LOWEST POINT TO PERMIT DRAINAGE OF GREASE TO A SUITABLE COLLECTION DEVICE. d.THE DISTANCE FROM THE BOTTOM OF THE CEILING TO THE TOP OF THE HOOD IS TO BE A 3” MINIMUM. IF DISTANCE IS LESS THAN 18” EXTEND A SOLID FIRE RATED CEILING (TYPE X GYP BD OR PLASTER) 18” BEYOND OUTER EDGES OF HOOD e.WEATHER PROTECTION FOR OPENINGS TO BE A MINIMUM 26 GA. GALV. METAL SHIELD. ( OR COLLAR ) TO SEAL DUCT AT POINT OF PENETRATION OF CEILING AND/OR WALLS f.ALL CANOPY TYPE HOODS SHALL OVERHANG A MINIMUM OF 6” BEYOND THE COOKING SURFACE ON ALL SIDES. g.THE EXHAUST AND MAKE-UP AIR SYSTEMS SHALL BE CONNECTED BY AN INTERLOCKING SWITCH THE FIRE EXTINGUISHING SYSTEM SHALL BE INTERCONNECTED TO THE FUEL AND/OR THE CURRENT SUPPLY SHALL BE AUTOMATICALLY SHUT OFF WHEN FIRE EXTINGUISHING SYSTEM IS ACTIVATED. h.FIRE DEPARTMENT APPROVAL ON FIRE PROTECTION SYSTEMS FOR GREASE HOODS AND DUCTS ARE REQUIRED BY SECTION 513 CMC OF THE MECHANICAL CODE AND IS REQUIRED BY FIRE CODE. i.ALL FIRE-EXTINGUISHING SYSTEMS SHALL BE INTERCONNECTED TO THE FUEL OR CURRENT SUPPLY SO THAT THE FUEL OR CURRENT IS AUTOMATICALLY SHUT OFF TO ALL EQUIPMENT UNDER THE HOOD WHEN THE SYSTEM IS ACTIVATED. j.ALL SEAMS, JOINTS, AND PENETRATIONS OF THE HOOD ENCLOSURE THAT DIRECT & CAPTURE GREASE-LADEN VAPORS & EXHAUST GASES SHALL HAVE A LIQUID TIGHT CONTINUOUS EXTERNAL WELD TO THE LOWER OUTERMOST PERIMETER OF THE HOOD. 2.QUANTITY AND SIZE OF LISTED GREASE FILTERS TESTED IN ACCORDANCE WITH UL1046. 3.DUCT ENCLOSURE SHALL BE VENTILATED TO THE EXTERIOR THROUGH WEATHER PROTECTED OPENINGS. 4.ALL CANOPY TYPE HOODS SHALL OVERHANG A MINIMUM OF 6” BEYOND THE COOKING SURFACE ON ALL OPENING SIDES. EXCEPTION: LISTED EXHAUST HOODS IF NOTED AS PART OF THEIR LISTING. 5.THE DISTANCE BETWEEN THE LOWEST EDGE OF GREASE REMOVAL DEVICE AND THE COOKING SURFACE SHALL NOT BE LESS THAN 18”. GREASE REMOVAL DEVICES SERVING CHARBROILERS SHALL HAVE A MINIMUM VERTICAL DISTANCE OF FOUR(4) FEET. EXCEPTION: GREASE REMOVAL DEVICES SUPPLIED AS PART OF LISTED HOOD ASSEMBLIES INSTALLED IN ACCORDANCE WITH THE TERMS OF THE LISTING AND MANUFACTURER INSTALLATION INSTRUCTIONS. 6.FILTERS SHALL BE INSTALLED AT AN ANGLE NOT LESS THAN 45 FROM THE HORIZONTAL 7.DUCT AIR VELOCITY SHALL BE SUFFICIENT FOR CAPTURE AND REMOVAL OF GREASE-LADEN COOKING VAPORS, THE AIR VELOCITY THROUGH ANY DUCT SHALL BE NOT LESS THAN 500 FPM AND NOT MORE THAN 2500 FEET PER MINUTE. 8.THE OWNER OF ESTABLISHMENT SHALL BE RESPONSIBLE FOR CLEANLINESS, MAINTENANCE & INSPECTION OF KITCHEN EXHAUST SYSTEM, FIRE PROTECTION, COOKING EQUIPMENT 9.A DRAWING OF THE EXHAUST SYSTEM(S) INSTALLATION ALONG WITH A COPY OF OPERATION INSTRUCTIONS FOR SUBASSEMBLIES & COMPONENTS USED IN THE EXHAUST SYSTEM(S) INCLUDING ELECTRICAL SCHEMATICS, SHALL BE AVAILABLE ON THE PREMISES. 10.HOOD EXHAUST FAN SHALL CONTINUE TO OPERATE AFTER THE EXTINGUISHING SYSTEM HAS BEEN ACTIVATED UNLESS FAN SHUT DOWN IS REQUIRED BY A LISTED COMPONENT OF THE VENTILATION SYSTEM. 11.THE HOOD, DUCT AND EXHAUST OUTLET SHALL BE INSTALLED IN ACCORDANCE WITH CHAPTER 5 & 6 OF CURRENT EDITION OF C.M.C AS ADOPTED BY THE LOCAL BUILDING & SAFETY DEPARTMENT. 12.EXPOSED DUCT SYSTEMS SHALL HAVE A CLEARANCE OF AT LEAST 18" FROM UNPROTECTED COMBUSTIBLE CONSTRUCTION, PER C.M.C 2022 SECTION 507.4. 13.HOOD EXH.(GEASE)DUCTS SHALL BE MIN. 16 GAUGE GALV. STEEL (OR 18 GUAGE STAINLESS STEEL) WELDED AIR TIGHT@EXTERIOR SEAMS. 14.SLOPE ALL GREASE DUCTS@ MINIMUM 14" PER FT. (2%)TOWARDS HOOD. 15.PROVIDE UL 300 FIRE PROTECTION SYSTEM. 16.THE EXHAUST AND MAKEUP AIR SYSTEMS SHALL BE CONNECTED BY AN ELECTRICAL INTERLOCKING SWITCH. 17.DUCTS AT EXTERIOR LOCATION SHALL BE PROTECTED ON EXTERIOR BY PAINT OR OTHER SUITABLE WEATHER-PROTECTIVE COATING OR BE CONSTRUCTED OF STAINLESS STEEL. 18.DUCT SYSTEM SHOULD BE INSTALLED SO GREASE CANNOT BE POCKETED. THE SYSTEM SHALL SLOPE NOT LESS THAN 14" PER FOOT TOWARD THE HOOD OR TOWARD THE GREASE RESERVOIR. (WHERE HORIZONTAL DUCTS EXCEED 75' IN LENGTH THE SLOPE SHALL BE MINIMUM 19.GENERAL SPECIFICATIONS IN LIEU OF THE ACTUAL SECTIONAL ELEVATION VIEWS ARE NOT ACCEPTABLE. 20.THE DUCT ENCLOSURE SHALL BE SEALED AROUND THE DUCT AT THE POINT OF PENETRATION. (CMC 510.7) 21.THE FIRE EXTINGUISHING SYSTEM SHALL BE INTERCONNECTED TO THE FUEL OR CURRENT SUPPLY SO THAT THE FUEL OR CURRENT IS AUTOMATICALLY SHUT OFF TO ALL EQUIPMENT UNDER THE HOOD WHEN THE SYSTEM IS ACTUATED. (LAMC 513.4) 24.THE FIRE-EXTINGUISHED SYSTEM SHALL BE INTERCONNECTED TO THE FUEL OR CURRENT SUPPLY SO THAT THE FUEL OR CURRENT IS AUTOMATICALLY SHUT OFF TO ALL EQUIPMENT UNDER THE HOOD WHEN THE SYSTEM IS ACTUATED. 25.EXPOSED GREASE HOOD SYSTEMS SERVING A TYPE -I HOOD SHALL HAVE A CLEARANCE FROM UNPROTECTED COMBUSTIBLE CONSTRUCTION AT LEAST 18 INCHES. CLEARANCE MAY BE REDUCED TO NOT LESS THAN 3 INCHES WHEN THE COMBUSTIBLE CONSTRUCTION IS PROTECTED WITH MATERIAL REQUIRED FOR ONE- HOUR FIRE-RESISTIVE CONSTRUCTION. 26.ACCESS OPENINGS FOR CLEANING, MAINTENANCE, AND INSPECTION SHALL BE PROVIDED IN ACCORDANCE WITH CMC 510.3 27.A CERTIFIED AIR BALANCE REPORT, INCLUDING OUTSIDE AIR VENTILATION, WILL BE PROVIDED TO THE INSPECTOR AT THE TIME OF INSPECTION SHOWING COMPLIANCE WITH THE DESIGN VALUES. 28.AT THE TIME OF ROUGH INSTALLATION ALL DUCT AND OTHER RELATED AIR DISTRIBUTION COMPONENT OPENINGS SHALL BE COVERED TO REDUCE THE AMOUNT OF DUST OR DEBRIS WHICH MAY COLLECT IN THE SYSTEM. 29.CONDENSATE DRAINS SHALL CONNECT INDIRECTLY TO THE DRAINAGE SYSTEM THROUGH AN AIR GAP OR AIR BREAK TO PROPERLY TRAPPED AND VENTED RECEPTORS, DRY WELLS, LEACH PITS, OR THE TAILPIECE OF PLUMBING FIXTURES. M-0.2 THIS DRAWING, SPECIFICATIONS AND IDEAS, DESIGNS THEREBY ARE AND SHALL REMAIN THE PROPERTY OF IG DRAFTING & DESIGN AND NO PART THEREOF SHALL BE COPIED DISCLOSED TO OTHERS OR USED IN CONNECTION WITH ANY WORK OR PROJECT FOR WHICH THERE HAVE BEEN PREPARED AND DEVELOPED, WITHOUT THE WRITTEN CONSENT OF IG DRAFTING & DESIGN, VISUAL CONTACT WITH THESE DRAWINGS SHALL CONSTITUTE EVIDENCE OF ACCEPTANCE OF THESE RESTRICTIONS. DO N C H U R R O S 1 2 3 4 215 W 4th St 1/22/2025 3'-11" 3' - 8 " Scale: 1/4"=1'-0" HVAC PLAN1 3'-11" 3' - 8 " Scale: 1/4"=1'-0" HOOD PLAN 2 BDD AIR BALANCE SCHEDULE 1- SUPPLY AIR (A/C) ·(N)AC-1 UNIT (O.S.A) 900 (CFM) TOTAL O.S.A 900 (CFM) 2- SUPPLY (MAKE-UP AIR) 5,516 (CFM) 3- TOTAL SUPPLY TO SPACE 6416 (CFM) 4- EXHAUST AIR ·KITCHEN HOOD #1 3000 (CFM) ·KITCHEN HOOD #2 1800 (CFM) ·KITCHEN HOOD #2 1533 (CFM) ·TOILETS EXH. 50 (CFM) TOTAL EXH. 6383 (CFM) TENANT SPACE AIR BALANCE: 6416 CFM(+VE) - 6383 CFM(-VE)= 33(CFM) +VE) FOR NET EXFILTRATION AIR BALANCE REPORT AN AIR BALANCE REPORT BY A QUALIFIED "NEBB" OR "AABC" CONTRACTOR SHALL BE PROVIDED TO THE BUILDING DIVISION FOR HVAC SYSTEMS PERFORMANCE TOGETHER. WITH COMPLETED TITLE-24 TESTING AND DOCUMENTATION FORMS (MECH-2-A), (MECH-3-A) AND (MECH-4-A) ATTACHED FOR REVIEW AND ACCEPTANCE PRIOR TO FINAL INSPECTION OR OCCUPANCY (C.G.B. C.S. 5. 410.4.3.1, CMC 407.3 & 511.3). T MVD MVD MVD 10"Ø 10"Ø 12"Ø 8"Ø 8" Ø 10"Ø12"Ø 8"Ø 12"Ø MVD MVD MVD MVD MVD MVD MVD MVD 8"Ø 8"Ø 10"Ø 8"Ø 8"Ø 8"Ø 10 " Ø MINIMUM VENTILATION RATES IN BREATHING ZONE TABLE 402.1 - 403.2.2 ASHRE 62.1: TABLE 6.2.2.1) (6.2.2.2) 1'-8" 1' - 0 " 1'-8" 1' - 0 " 2'-4" 1' - 0 " 2'-4" 1' - 0 " 2'-4"2'-4"2'-4" HOOD #1 CALCULATIONS HOOD SIZE : ............................................. 10'-6" X 4'-6" TOTAL CFM : ............................................. 3,000 CFM DUCT SIZE:............................................. 12"X22" VELOCITY: .....................3000 / 1.83 = 1,636 FPM VELOCITY PRESSURE (Pv) (1636 4005)² = 0.16 "W.C. FITTING LOSS = Σ CxPv = 2.5 X0.16= 0.4 "W.C. DUCT LOSS ................= 50'X0.18/100= 0.1 "W.C. HOOD & FILTER LOSS (MANUFAC.)= 1.013 "W.C. TOTAL LOSSES..........0.4+0.1+1.013 = 1.513 "W.C. REQUIRED FAN CAPACITY MINIMUM FAN CAPACITY SHALL BE 3000 CFM @ 1.513 (" W.C.) E.S.P. PROVIDED 3000 CFM @ 1.6 (" W.C.) E.S.P. HOOD #2 CALCULATIONS HOOD SIZE : ............................................. 8'-0" X 4'-6" TOTAL CFM : ............................................. 1,800 CFM DUCT SIZE:............................................. 10"X16" VELOCITY: .....................1800 / 1.11 = 1,620 FPM VELOCITY PRESSURE (Pv) (1620 4005)² = 0.16 "W.C. FITTING LOSS = Σ CxPv = 2.0 X0.16= 0.3 "W.C. DUCT LOSS ................= 50'X0.18/100= 0.1 "W.C. HOOD & FILTER LOSS (MANUFAC.)= 0.66 "W.C. TOTAL LOSSES..........0.3 + 0.1 + 0.66 = 1.0 "W.C. REQUIRED FAN CAPACITY MINIMUM FAN CAPACITY SHALL BE 1800 CFM @ 1.0 (" W.C.) E.S.P. PROVIDED 1800 CFM @ 1.0 (" W.C.) E.S.P. HOOD #3 CALCULATIONS HOOD SIZE : ............................................. 8'-0" X 4'-6" TOTAL CFM : ............................................. 1,533 CFM DUCT SIZE:............................................. 12"X12" VELOCITY: .....................1533 / 1 = 1,533 FPM VELOCITY PRESSURE (Pv) (1533 4005)² = 0.14 "W.C. FITTING LOSS = Σ CxPv = 2.0 X0.14= 0.28 "W.C. DUCT LOSS ................= 50'X0.18/100= 0.1 "W.C. HOOD & FILTER LOSS (MANUFAC.)= 0.596 "W.C. TOTAL LOSSES.......0.28 + 0.1 + 0.596 = 0.976 "W.C. REQUIRED FAN CAPACITY MINIMUM FAN CAPACITY SHALL BE 1533 CFM @ 0.976 (" W.C.) E.S.P. PROVIDED 1533 CFM @ 1.0 (" W.C.) E.S.P. M-1.0 THIS DRAWING, SPECIFICATIONS AND IDEAS, DESIGNS THEREBY ARE AND SHALL REMAIN THE PROPERTY OF IG DRAFTING & DESIGN AND NO PART THEREOF SHALL BE COPIED DISCLOSED TO OTHERS OR USED IN CONNECTION WITH ANY WORK OR PROJECT FOR WHICH THERE HAVE BEEN PREPARED AND DEVELOPED, WITHOUT THE WRITTEN CONSENT OF IG DRAFTING & DESIGN, VISUAL CONTACT WITH THESE DRAWINGS SHALL CONSTITUTE EVIDENCE OF ACCEPTANCE OF THESE RESTRICTIONS. DO N C H U R R O S 1 2 3 4 3 3 3 215 W 4th St 1/22/2025 TOILET EXHAUST FAN SCHEDULE SYMB AREA SERVING MANUF.MODEL TYPE CFM TOTAL STATIC (IN WC) RPM ELECTRICAL VOLT PH AMPS OPERATION WEIGHT (LB) REMARKS RESTROOM GREENHECK SP-A50 CEILING MOUNT 50 0.33 1100 120 1 .6 35 PROVIDE BACKDRAFT DAMPER, FAN SHALL BE INTERLOCKED WITH LIGHT SWITCH QTY. 1 (N)5 TON 10 ' - 0 " M I N 3' - 0 " 3' - 3 " 655 LBS 692 LBS 403 LBS 296 LBS 238 LBS REPLACED W/ NEW ELECTRIC PACKAGED ROOFTOP UNIT SCHEDULE SYMB MAKE GOODMAN MODEL GPGM560 08041AA TONS 5 CFM NOM. 2000 ESP (IN) 0.4" OUTSIDE AIR (CFM) 900 58.0 HEATING (MBH) 80 INBUT (KBH)OUTPUT (KBH) 63 ELECTRICAL 208/230 VOLTAGE 1 PHASE 35.5 TOT. AMPS 43.3 AMPS MCA 70 AMPS FUSE SEER EER 14.2 10.1 OPERATION WEIGHT (LB) 655 DUCT CONNECTIONS MANUFAC. SUPPLY RETURN REMARKS PROVIDE SMOKE DETECTOR IN SUPPLY DUCT & POWER EXH. ECONOMIZER. SET MIN. O.S.A @ 900 CFM AFUE % 81 TOTAL COOL'G (KBH) MANUFAC. N/E N N N N N/E N N/E N N/E Scale: 1/4"=1'-0" ROOF PLAN 1 10'-0 " M I N M-1.1 THIS DRAWING, SPECIFICATIONS AND IDEAS, DESIGNS THEREBY ARE AND SHALL REMAIN THE PROPERTY OF IG DRAFTING & DESIGN AND NO PART THEREOF SHALL BE COPIED DISCLOSED TO OTHERS OR USED IN CONNECTION WITH ANY WORK OR PROJECT FOR WHICH THERE HAVE BEEN PREPARED AND DEVELOPED, WITHOUT THE WRITTEN CONSENT OF IG DRAFTING & DESIGN, VISUAL CONTACT WITH THESE DRAWINGS SHALL CONSTITUTE EVIDENCE OF ACCEPTANCE OF THESE RESTRICTIONS. DO N C H U R R O S 1 2 3 4 3 215 W 4th St 1/22/2025 #1 #2 (N) 10'-9"X4'-6" TYPE I EXHAUST HOOD #1 FRYER FRYER FRYER FRYERSTAINLESS STEEL PREP TABLE S/S SKIRT 6" COVEBASE W/ 3/8" R 6" COVEBASE W/ 3/8" R (N) 8'-0"X4'-6" TYPE I EXHAUST HOOD #2 48 " M A X 6' - 8 " 48 " M A X 6" MIN6" MIN 11 ' - 0 " (N) 7'-8"X5'-0" TYPE I EXHAUST HOOD #3 6' - 8 " 12 ' - 0 " ALL HOODS SHALL BE FLASHED TO THE CEILING S/S SKIRT 6"6" 48 " M A X 6"6" M-1.2 THIS DRAWING, SPECIFICATIONS AND IDEAS, DESIGNS THEREBY ARE AND SHALL REMAIN THE PROPERTY OF IG DRAFTING & DESIGN AND NO PART THEREOF SHALL BE COPIED DISCLOSED TO OTHERS OR USED IN CONNECTION WITH ANY WORK OR PROJECT FOR WHICH THERE HAVE BEEN PREPARED AND DEVELOPED, WITHOUT THE WRITTEN CONSENT OF IG DRAFTING & DESIGN, VISUAL CONTACT WITH THESE DRAWINGS SHALL CONSTITUTE EVIDENCE OF ACCEPTANCE OF THESE RESTRICTIONS. DO N C H U R R O S 1 2 3 4 Scale: NTS HOOD #1 SECTION1 Scale: NTS HOOD #2 SECTION2 Scale: NTS HOOD #3 SECTION3 Scale: NTS HOOD # 1 & 2 ELEVATION4 Scale: NTS HOOD # 3 ELEVATION5 215 W 4th St 1/22/2025 SHEET NO. SCALE: DWG.#: DRAWN DATE: BY: REVISIONS ww w . c a p t i v e a i r e . c o m MASTER DRAWING So u t h e r n C a l i f o r n i a O f f i c e 30 0 2 D o w A v e . , S u i t e 2 0 2 , T u s t i n , C A , 9 2 7 8 0 P H O N E : ( 7 1 4 ) 9 5 7 - 1 5 0 0 F A X : 9 1 9 2 2 7 5 9 7 5 E M A I L : r e g 8 6 @ c a p t i v e a i r e . c o m M-2.0 THIS DRAWING, SPECIFICATIONS AND IDEAS, DESIGNS THEREBY ARE AND SHALL REMAIN THE PROPERTY OF IG DRAFTING & DESIGN AND NO PART THEREOF SHALL BE COPIED DISCLOSED TO OTHERS OR USED IN CONNECTION WITH ANY WORK OR PROJECT FOR WHICH THERE HAVE BEEN PREPARED AND DEVELOPED, WITHOUT THE WRITTEN CONSENT OF IG DRAFTING & DESIGN, VISUAL CONTACT WITH THESE DRAWINGS SHALL CONSTITUTE EVIDENCE OF ACCEPTANCE OF THESE RESTRICTIONS. DO N C H U R R O S 1 2 3 4 215 W 4th St 1/22/2025 SHEET NO. SCALE: DWG.#: DRAWN DATE: BY: REVISIONS ww w . c a p t i v e a i r e . c o m MASTER DRAWING So u t h e r n C a l i f o r n i a O f f i c e 30 0 2 D o w A v e . , S u i t e 2 0 2 , T u s t i n , C A , 9 2 7 8 0 P H O N E : ( 7 1 4 ) 9 5 7 - 1 5 0 0 F A X : 9 1 9 2 2 7 5 9 7 5 E M A I L : r e g 8 6 @ c a p t i v e a i r e . c o m M-2.1 THIS DRAWING, SPECIFICATIONS AND IDEAS, DESIGNS THEREBY ARE AND SHALL REMAIN THE PROPERTY OF IG DRAFTING & DESIGN AND NO PART THEREOF SHALL BE COPIED DISCLOSED TO OTHERS OR USED IN CONNECTION WITH ANY WORK OR PROJECT FOR WHICH THERE HAVE BEEN PREPARED AND DEVELOPED, WITHOUT THE WRITTEN CONSENT OF IG DRAFTING & DESIGN, VISUAL CONTACT WITH THESE DRAWINGS SHALL CONSTITUTE EVIDENCE OF ACCEPTANCE OF THESE RESTRICTIONS. DO N C H U R R O S 1 2 3 4 215 W 4th St 1/22/2025 SHEET NO. SCALE: DWG.#: DRAWN DATE: BY: REVISIONS ww w . c a p t i v e a i r e . c o m MASTER DRAWING So u t h e r n C a l i f o r n i a O f f i c e 30 0 2 D o w A v e . , S u i t e 2 0 2 , T u s t i n , C A , 9 2 7 8 0 P H O N E : ( 7 1 4 ) 9 5 7 - 1 5 0 0 F A X : 9 1 9 2 2 7 5 9 7 5 E M A I L : r e g 8 6 @ c a p t i v e a i r e . c o m M-2.2 THIS DRAWING, SPECIFICATIONS AND IDEAS, DESIGNS THEREBY ARE AND SHALL REMAIN THE PROPERTY OF IG DRAFTING & DESIGN AND NO PART THEREOF SHALL BE COPIED DISCLOSED TO OTHERS OR USED IN CONNECTION WITH ANY WORK OR PROJECT FOR WHICH THERE HAVE BEEN PREPARED AND DEVELOPED, WITHOUT THE WRITTEN CONSENT OF IG DRAFTING & DESIGN, VISUAL CONTACT WITH THESE DRAWINGS SHALL CONSTITUTE EVIDENCE OF ACCEPTANCE OF THESE RESTRICTIONS. DO N C H U R R O S 1 2 3 4 215 W 4th St 1/22/2025 M-3.0 THIS DRAWING, SPECIFICATIONS AND IDEAS, DESIGNS THEREBY ARE AND SHALL REMAIN THE PROPERTY OF IG DRAFTING & DESIGN AND NO PART THEREOF SHALL BE COPIED DISCLOSED TO OTHERS OR USED IN CONNECTION WITH ANY WORK OR PROJECT FOR WHICH THERE HAVE BEEN PREPARED AND DEVELOPED, WITHOUT THE WRITTEN CONSENT OF IG DRAFTING & DESIGN, VISUAL CONTACT WITH THESE DRAWINGS SHALL CONSTITUTE EVIDENCE OF ACCEPTANCE OF THESE RESTRICTIONS. DO N C H U R R O S 1 2 3 4 IMAGINE ARCHITECTURE STEVEN GARCIA 23448 VANOWEN ST WEST HILLS CA, 91307 2024-05-16 818-826-1627 MIKE HAJILOO M27303 MIKE HAJILOO PE 19562 VENTURA BLVD. STE #234 TARZANA, CA 91356 818-826-1627 215 W. 4TH ST, SANTA ANA, CA 92701 215 W. 4TH ST, SANTA ANA, CA 92701 2024-05-16 3 215 W 4th St 1/22/2025 M-3.1 THIS DRAWING, SPECIFICATIONS AND IDEAS, DESIGNS THEREBY ARE AND SHALL REMAIN THE PROPERTY OF IG DRAFTING & DESIGN AND NO PART THEREOF SHALL BE COPIED DISCLOSED TO OTHERS OR USED IN CONNECTION WITH ANY WORK OR PROJECT FOR WHICH THERE HAVE BEEN PREPARED AND DEVELOPED, WITHOUT THE WRITTEN CONSENT OF IG DRAFTING & DESIGN, VISUAL CONTACT WITH THESE DRAWINGS SHALL CONSTITUTE EVIDENCE OF ACCEPTANCE OF THESE RESTRICTIONS. DO N C H U R R O S 1 2 3 4 STEVEN GARCIA 23448 VANOWEN ST WEST HILLS CA, 91307 2024-05-16 818-826-1627 MIKE HAJILOO M27303 MIKE HAJILOO PE 19562 VENTURA BLVD. STE #234 TARZANA, CA 91356 818-826-1627 215 W. 4TH ST, SANTA ANA, CA 92701 2024-05-16 215 W. 4TH ST, SANTA ANA, CA 92701 3 215 W 4th St 1/22/2025 PLUMBING SPECIFICATIONS: 1.ALL WORK SHALL BE DONE IN ACCORDANCE WITH ALL GOVERNING CODES AND REQUIREMENTS. NOTHING IN THIS SPECIFICATION SHALL BE CONSTRUED TO PERMIT DEVIATION FROM THE REQUIREMENTS OF THE GOVERNING CODES. 2.THE PLUMBING CONTRACTOR SHALL VISIT THE SITE AND SHALL VERITY ALL EXISTING CONDITIONS AND DIMENSIONS PRIOR TO COMMENCING ANY WORK. ALL DISCREPANCIES SHALL BE REPORTED TO ARCHITECT IMMEDIATELY UPON DISCOVERY. 3.AFTER THE CONTRACT HAS BEEN AWARDED THE OWNER SHALL NOT BE HELD RESPONSIBLE FOR INADEQUATE FIELD INVESTIGATION OR IMPROPER EVALUATION OF THE CONTRACT DOCUMENTS WHICH RESULT IN ADDITIONAL COST. 4.THE PLUMBING CONTRACTOR SHALL FURNISH ALL MATERIAL AND EQUIPMENT AND PERFORM ALL LABOR TO INSTALL PLUMBING SYSTEMS COMPLETELY, AS INDICATED ON THE DRAWINGS, AS REQUIRED BY CODE, AND AS SPECIFIED HEREIN. THE WORK INCLUDES FINAL CONNECTIONS TO EQUIPMENT AND FIXTURES PROVIDED BY OTHERS. 5.THE PLUMBING CONTRACTOR SHALL OBTAIN PERMIT, LICENSES, AND PAY FOR ALL FEES REQUIRED TO PERFORM THE CONTRACT WORK AND SHALL PROVIDE TO OWNER ACCEPTABLE RECORD COPIES. 6.ALL MATERIAL AND EQUIPMENT SHALL BE NEW, FULL WEIGHT, AND OF THE BEST QUALITY WITH THE SAME BRAND OR MANUFACTURER USED FOR EACH CLASS OD MATERIAL OR EQUIPMENT. MATERIAL SHALL BE INSTALLED IN A NEAT AND PROPER MANNER BY COMPETENT,SKILLED SPECIALISTS. 7.THE PLUMBING CONTRACTOR SHALL PROVIDE ALL FIXTURES UNLESS OTHERWISE NOTED AND SHALL COORDINATE WITH THE KITCHEN EQUIPMENT CONTRACTOR. THE PLUMBING CONTRACTOR SHALL MAKE ALL ROUGH-IN AND FINAL CONNECTIONS, AND PROVIDE ALL INTERCONNECTING PARTS INCLUDING VALVES, PRESSURE REGULATORS, TEMPERATURE AND PRESSURE SAFETY RELIEF VALES, TRAPS, STRAINERS AND SUPPLY SHUT-OFF VALVES. 8.REFER TO ROUGH-IN DRAWINGS FURNISHED BY THE KITCHEN EQUIPMENT CONTRACTOR FOR EXACT LOCATION OF WATER PIPING SUPPLIES AND DRAIN LOCATIONS TO SERVE FOOD SERVICE EQUIPMENT. 9.COORDINATE WITH THE WORK OF OTHER SECTIONS AND TRADES, WITH EQUIPMENT FURNISHED BY OTHERS, AND WITH THE CONSTRAINTS OF THE EXISTING CONDITIONS OF THE PROJECT SITE. 10. THE PLUMBING CONTRACTOR SHALL PROVIDE FLOOR DRAINS A SHOWN ON THE DRAWINGS AND AS REQUIRED BY CODE, AND SHALL SET FLOOR DRAINS TO ALLOW POSITIVE DRAINAGE IN A 6'-0" DIA. CIRCULAR PATTERN. 11.THE PLUMBING CONTRACTOR SHALL PROVIDE AND INSTALL FLOOR SINKS AS SHOWN ON THE DRAWINGS AND AS REQUIRED BY CODE. FLOOR SINKS SHALL BE SET TO ALLOW POSITIVE DRAINAGE AND SHALL BE ACCESSIBLE FOR CLEANING, FOR EXAMPLE, HALF UNDER EQUIPMENT AND HALF EXPOSED. 12.THE PLUMBING CONTRACTOR SHALL PROVIDE PRESSURE REDUCING VALVES, IF REQUIRED, TO MAINTAIN GENERAL WATER PRESSURE IN KITCHEN AT 50 P.S.L. 13.THE HOOD FIRE SUPPRESSION SYSTEM SHALL BE CONNECTED TO THE GAS SUPPLY LINE WITH O VALVE TO AUTOMATICALLY SHUT OFF GAS SUPPLY WHEN ACTIVATED. 14.WASTE PIPING: PROVIDE ALL DRAIN, WASTE AND SEWER PIPING WITHIN THE PROJECT SPACE WITH CONNECTION TO THE BASE BUILDING'S EXISTING SANITARY WASTE SYSTEM ON SITE. ALL PIPING BELOW FLOOR SLAB SHALL BE SERVICE WEIGH HUB AND SPIGOT PIPE AND FITTINGS WITH NEOPRENE GASKET JOINTS. ALL PIPING SHALL BE SLOPED UNIFORMLY AT 2% UNLESS OTHERWISE REQUIRED BY EXISTING CONDITIONS. 15.VENTS: PROVIDE A COMPLETE SYSTEM OF VENT PIPING, OF SERVICE WEIGHT COST IRON HUBLESS PIPE, CONNECTORS AND FITTINGS, COMBINE THE VENT RISERS IN THE CEILING SPACE AND PROVIDE A VENT THROUGH EXISTING ROOF PER LANDLORD REQUIREMENTS. LOCATE VTR MINIMUM 10" FROM ROOF - TOP UNIT FRESH AIR INTAKE. COORDINATE WITH LANDLORD'S ROOFING CONTRACTOR. 16.WATER PIPING: CONNECT TO LANDLORD'S EXISTING VALVED SERVICE WATER PIPING. PROVIDE A NEW DOMESTIC HOT AND COLD WATER PIPING SYSTEM INSIDE THE SPACE AS SHOWN ON THE DRAWINGS, LAY OUT WATER PIPING SO THAT THE ENTIRE SYSTEM CAN BE DRAINED, HOT AND COLD WATER PIPING SHALL BE TYPE "L" COPPER TUBING ASTM B-88' WITH WROUGHT COPPER FITTINGS AND SWEAT CONNECTIONS USING LEAD-FREE SOLDER. PROVIDE 18" TALL AIR CHAMBER AT EACH FIXTURE STOP, OR WATER HAMMER ARRESTERS AT CONTRACTOR'S OPTION. FLUSH THE WATER PIPING CLEAR OF DEBRIS AND CLEAN THE AERATORS AND STRAINERS AT THE TERMINATION OF THE INSTALLATION. 17.NATURAL GAS PIPING: INSIDE THE BUILDING ABOVE GRADE SHALL BE SCHEDULE 40 BLACK STEEL PIPE ASTM A-53 AND MALLEABLE IRON SCREWED FITTINGS WITH SCREWED JOINTS. FITTINGS WITH SCREWED JOINTS. PROVIDE ALL UNIONS, SHUT OFF VALVES AND DRIP LEGS REQUIRED BY NFPA-54 AND GOVERNING CODES. PROVIDE ALL TESTS, INSPECTIONS, HANGERS AND APPURTENANCES REQUIRED FOR A COMPLETE AND OPERATING SYSTEM. INSTALL PER LANDLORD'S SPECIAL REQUIREMENTS. 18.CLEANOUTS: PROVIDE CLEANOUTS AT THE END OF EACH HORIZONTAL RUN, AND AT THE BASE OF ALL VERTICAL WASTE PIPES, AND/OR AS REQUIRED BY CODE. CLEANOUTS SHALL BE THE SAME SIZE AS THE PIPES THEY SERVE, UP TO 4" SIZE 19. PIPE INSULATION: INSULATE ALL COLD WATER PIPING WITH 1/2" AND HOT WATER PIPING WITH 1", PREFORMED FIBERGLASS WITH ALL- SERVICE JACKET WITH VAPOR BARRIER (BY-CT, OC, JM,PPG OR KINAUF) AT CONTRACTOR'S OPTION, FLEXIBLE UNICELLULAR ELECTROMETRIC CLOSET-CELL INSULATION (BY ARMSTRONG, BUBATEX OR EQUAL) WITH A MAXIMUM FLAME SPREAD ROOTING OF 25 AND SMOKE DEVELOPED RATING OF 50 MAY BE USED. 20. ACCESS PANELS: TO BE PROVIDED IN CEILINGS OR WALLS WHERE CONCEALED CONTROL DEVICES ARE LOCATED. WHERE ACCESS FOR ADJUSTMENT AND MAINTENANCE IS POSSIBLE THROUGH LAY - IN CEILINGS, ACCESS PANELS ARE NOT REQUIRED. 21. SHUT - OFF VALVES WITH UNIONS SHALL BE PROVIDED BY THE PLUMBING CONTRACTOR ON THE SERVICE TO FIXTURES AND FOOD SERVICE ITEMS AS REQUIRED TO FACILITATE ISOLATION FOR REPAIR OR REPLACEMENT AND AS SHOWN ON THE DRAWINGS. 22.DRAIN PIPING SHALL BE TYPE M COPPER WITH WROUGHT COPPER FITTINGS. 23.THE PLUMBING CONTRACTOR SHALL: THOROUGHLY CLEAN ITEMS BEFORE INSTALLATIONS. CAP PIPE OPENINGS TO EXCLUDE DIRT UNTIL FIXTURES ARE INSTALLED AND FINAL CONNECTIONS HAVE BEEN MODE. PROCEED AS RAPIDLY AS CONSTRUCTION WILL PERMIT. SET FIXTURES LEVEL AND IN PROPER ALIGNMENT, INSTALL SUPPLIES IN PROPER ALIGNMENT WITH FIXTURES, PER MANUFACTURE'S ROUGH-IN DIMENSIONS. INSTALL SILICONE SEALANT BETWEEN FIXTURES AND ADJACENT MATERIAL FOR SANITARY JOIN. REPAIR ANY DAMAGE DONE TO EXISTING FEATURES AND RESTORE TO ORIGINAL CONDITIONS. PROVIDE CLEAN CONDITIONS AT TERMINATION OF WORK. 24.ALL WATER PIPING SHALL BE INSTALLED TO PREVENT UNUSUAL NOISES FROM THE FLOW OF WATER. FURNISH AND INSTALL APPROVED ISOLATION MATERIAL (1" THICK STRIP OF WAFFLE PATTERN HAIR FELT ) TO ISOLATE ALL PIPING FROM DIRECT CONTACT WITH BUILDING, CONDUIT, ETC. 25. PROVIDE SEPARATE STOPS FOR EACH INDIVIDUAL HOT AND COLD WATER CONNECTION IN ADDITION TO ANY FAUCETS OR VALVES THAT ARE PART OF THE FIXTURE TRIM. EACH GAS OUTLET SHALL BE PROVIDED WITH A SHUT OFF COCK. PROVIDE GATE VALVES AND UNIONS FOR WATER HEATER. 26.ALL PIPING SHALL BE TESTED IN ACCORDANCE WITH APPLICABLE CODES. TEST WATER SYSTEM UNDER 150 PSIG HYDROSTATIC PRESSURE FOR FOUR HOURS MINIMUM. WHEN TESTING INDICATES MATERIALS OR WORKMANSHIP ARE DEFICIENT, REPLACE OR REPAIR AS REQUIRED, AND REPEAT TEST TILL STANDARDS ARE ACHIEVED. 27.THE PLUMBING CONTRACTOR SHALL VERIFY EXACT LOCATION, SIZE, DEPTH, AND AVAILABILITY OF ALL UTILITIES CONCERNED . 28. THE PROPRIETARY NAME AND/ OR MODEL NOTED ON THE DRAWINGS IS THE MAKE AND/ OR MODEL USED IN THE DESIGN, MODEL CHANGES MAY AFFECT THE DESIGN. 29.THE PLUMBING CONTRACTOR SHALL MAKE ABSOLUTELY. WATERTIGHT ANY OPENING THROUGH WATERPROOFED CONSTRUCTION CAUSED BY THE PENETRATION OF DUCTWORK OR PIPING. ALL WORK SHALL BE IN A MANNER APPROVED BY THE ARCHITECT AND THE LANDLORD. 30. THE PLUMBING CONTRACTOR SHALL RUN ALL INDIRECT WASTE LINES FROM KITCHEN EQUIPMENT AND CONDENSATE DRAIN LINES FROM AIR CONDITIONING UNITS. INSULATES LINES WITH JOHNS -- MANVILLE 1 2' AERO- TUBE OR EQUAL TO PREVENT CONDENSATE DRIP. 31. ALL EXPOSED DOMESTIC PIPES SHALL HAVE MARKERS WITH DIRECTION OF FLOW ARROWS AND COLOR CODES WITH CLEARLY PRINTED LEGEND IDENTIFYING THE CONTENTS OF THE PIPS. ALL VALVES SHALL HAVE BRASS TAG IDENTIFYING THE APPROPRIATE SERVICE. 32. WATER HEATER SHALL BE GLASS LINED STEEL TANK WITH A STORAGE VOLUME OF ______________ GALLONS AND RATED INPUT OF _______________BTU PER HOUR. WATER HEATER SHALL WRAPPED WITH INSULATION WITH A THERMAL RESISTANCE OF R-12. FURNISH AND INSTALL A FLUE VENT SYSTEM COMPLETE WITH VENT PIPE, SPACERS, FLASHING, COUNTERFLASHING, COP, ETC. AND IN ACCORDANCE WITH LANDLORD REQUIREMENTS. 33.GREASE INTERCEPTOR SHALL BE MODEL_________________________.20 GPM FLOW AND 40 LB. GREASE CAPACITY, WITH LIFT OUT SEDIMENT BUCKET AND ALUMINUM COVER. INTERCEPTORS SHALL BE SET ON THE FLOOR UNLESS CONDITIONS ALLOW FOR BELOW FLOOR INSTALLATION. REMARKSSERVICE ROUGH-INS WASTE VENT H.W.C.W MARK DESCRIPTION WC-1 ADA ADA FLOOR MOUNTED PRESSURE ASSIST FLUSH TANK TOILET,AMERICAN STANDARD MODEL 2467.100, WHITE VITREROUS CHINA, ELONGATED BOWL, 1.1 GPF, WITH SEAT AND ANGLE STOP VALVE. - L-1 WALL MOUNT LAVATORY, WHITE VITREROUS CHINA, KHOLER MODEL K-2861, 4" CENTERSET, WITH SENSOR ACTIVATED FAUCET SLOAN MODEL EFT-600, 0.5 GPM SET TIMER AT 12 SECONDS ENSURING 0.10 GALLONS PER CYCLE. INSTALLWITH KOHLER DRAIN MODEL K-7129-A A INSTALL THERMOSTACTIC MIXING VALVE EQUAL TO WATTS MODEL L111 TO LIMIT THE FAUCET OUTLET TEMPERATURE TO MAX 110 DEGREES. ( ASEE 1070APPROVED. FD-1 FLOOR DRAIN BY ZURN MODEL Z415B, DURA COATED CAST IRON WITH BOTTOM OUTLET, COMBINATION INVERTIBLE MEMBRANE CLAMP AND ADJUSTABLE COLLAR WITH SEEPAGE SLOTS AND 'TYPE B' POLISHED BRONZED. 6" LIGHT DUTY STRAINER. - FS-1 JR SMITH MODEL 3440, CAST IRON BODY AND GRATE WITH ENAMELED PORCELAIN COATING - PLUMBING FIXTURE SCHEDULE WATER WASTE ROOF DRAIN GREASE DRAIN VENT INDIRECT WASTE CONDENSATE DRAIN GAS INSIDE BEL. GRADE. ABV. FLR. BEL. FLR. ABV. FLR. BEL. FLR. ABV. FLR. BEL. FLR. ABV. FLR. BEL. FLR. INSIDE. OUTSIDE. INSIDE. OUTSIDE. INSIDE. OUTSIDE. OUTSIDE BEL GRADE. LOCATION MATERIALS TY P E ' L ' C O P P E R TY P E ' M ' C O P P E R NO - H U B C A S T IR O N SC H . 4 0 B L A C K . ST E E L SC H . 4 0 G A L V . ST E E L PO L Y E T H Y L E N E SC H . 4 0 P V C AB S S C H E D U L E 4 0 TY P E K C O P P E R SC H E D U L E 8 0 P V C SC H E D U L E 4 0 P V C LEAD FREE SOLDER JONTS SCHEDULE 80 PVC EXTERNAL TO BUILDING IF PERMITED NO-HUB CAST IRON WHER SOIL ANALYSIS ALLOWS TO USE IT. NO HUB WITH SS BAND FOR CAST IRON. ABS SCHEDULE 40 WHERE PERMITED NO HUB WITH SS BAND FOR CAST IRON NO HUB WITH SS BAND FOR CAST IRON NO HUB WITH SS BAND FOR CAST IRON 95-5 SOLDERED FITTINGS USE DWV COPPER FOR PLUMBING FIXTURE IN KITCHENS 95-5 SOLDERED FITTINGS 95-5 SOLDERED FITTINGS SCH.40 THREADED FITTINGS SCH.40 THREADED FITTINGS SOLVENT WELD FITTINGS PIPE SCHEDULE AND MATERIAL 4"2"12" 2"2"12" 2"2" 2"2" 12" MOP SINK STAINLESS STEEL FLOOR MOUNT MOP BASIN SINK , GSW MODEL SE2024 FM 12"2"3"12" PREP. SINK SINK, ONE COMPARTMENT, 39-1/8"W X 24"D X 45"H, 18-GAUGE STAINLESS STEEL CONSTRUCTION, 18" X 18" X 12" DEEP COMPARTMENT, 18" DRAINBOARD ON LEFT, 11-1/2"H BACKSPLASH, 8" OC SPLASH MOUNT FAUCET HOLES, INCLUDES STRAINER WITH 3-5/8" DIA. OPENING, STAINLESS STEEL LEGS & CROSSBRACING, ETL 12"2"2"12" 3 COMP. SINK GSW MODEL SH24243D STAINLESS STEEL LEGS WITH CROSS BRACING EXTRA WELDED UNDER TUBS FOR LONGEVITY THREE-TUB SINK WITH LEFT & RIGHT DRAIN BOARDS 8" WALL MOUNTED FAUCET HOLES STRAINER INCLUDED STRAINER OPENING DIAMETER 3-5/8" FAUCET NOT INCLUDED NSF CERTIFIED ETL CERTIFIED 3 4"2"3"3 4" HAND SINK GSW MODEL HS-0810S HAND SINK, WALL MOUNT, 10"W X 8" FRONT-TO-BACK X 5" DEEP BOWL, INCLUDES: NO LEAD FAUCET & STRAINER, WITH WELDED SPLASH GUARDS, SS304 STAINLESS STEEL, ETL 12"2"2"12" CLOTH WASHER LG WM6998HBA, VENTLESS WASHER/DRYER COMBO LG WASHCOMBO™ ALL-IN-ONE 5.0 CU. FT. MEGA CAPACITY WITH INVERTER HEATPUMP™ TECHNOLOGY AND DIRECT DRIVE MOTOR 12"2"2"12" P-0.1 THIS DRAWING, SPECIFICATIONS AND IDEAS, DESIGNS THEREBY ARE AND SHALL REMAIN THE PROPERTY OF IG DRAFTING & DESIGN AND NO PART THEREOF SHALL BE COPIED DISCLOSED TO OTHERS OR USED IN CONNECTION WITH ANY WORK OR PROJECT FOR WHICH THERE HAVE BEEN PREPARED AND DEVELOPED, WITHOUT THE WRITTEN CONSENT OF IG DRAFTING & DESIGN, VISUAL CONTACT WITH THESE DRAWINGS SHALL CONSTITUTE EVIDENCE OF ACCEPTANCE OF THESE RESTRICTIONS. DO N C H U R R O S 1 2 3 4 2 2 215 W 4th St 1/22/2025 P-0.2 THIS DRAWING, SPECIFICATIONS AND IDEAS, DESIGNS THEREBY ARE AND SHALL REMAIN THE PROPERTY OF IG DRAFTING & DESIGN AND NO PART THEREOF SHALL BE COPIED DISCLOSED TO OTHERS OR USED IN CONNECTION WITH ANY WORK OR PROJECT FOR WHICH THERE HAVE BEEN PREPARED AND DEVELOPED, WITHOUT THE WRITTEN CONSENT OF IG DRAFTING & DESIGN, VISUAL CONTACT WITH THESE DRAWINGS SHALL CONSTITUTE EVIDENCE OF ACCEPTANCE OF THESE RESTRICTIONS. DO N C H U R R O S 1 2 3 4 STEVEN GARCIA 23448 VANOWEN ST WEST HILLS CA, 91307 2024-05-16 818-826-1627 MIKE HAJILOO M27303 MIKE HAJILOO PE 19562 VENTURA BLVD. STE #234 TARZANA, CA 91356 818-826-1627 215 W. 4TH ST, SANTA ANA, CA 92701 2024-05-16 215 W. 4TH ST, SANTA ANA, CA 92701 215 W 4th St 1/22/2025 3'-11" 3' - 8 " Scale: 1/4"=1'-0" WASTE WATER PLAN1 PIPE LEGEND UNDERGROUND S.S. OR GREASE WASTE, APPROVED ABS SCHEDULE 40 APPROVED ABS VENT PIPING AND FITTINGS CONDENSATE LINE (E)UNDERGROUND S.S. APPROVED ABS SCHEDULE 40 SIZE OF GREASE INTERCEPTOR MAXIMUM FULL PIPE FLOW (GPM) Step 1: Determine the flow rate from each fixture. [Length] X [Width] X [Depth] / [231] = Gallons X [.75 fill factor] / [Drain Period (1 min or 2 min)] Step 2: Calculate the total load from all fixtures that discharge into the interceptor. For SI units: 1 inch = 25 mm, 1 gallon per minute = 0.06 L/s Notes: 1- For interceptor sizing by fixture capacity see the example below. 2- 1 4 inch slope per foot (20.8 mm/m) based on Manning's formula with friction factor N = .012. For SI units: 1 inch = 25.4 mm, 1 gallon per minute = 0.06 L/s, 1 gallon = 3.785 L 3-COMP SINK (FS) P-1.0 THIS DRAWING, SPECIFICATIONS AND IDEAS, DESIGNS THEREBY ARE AND SHALL REMAIN THE PROPERTY OF IG DRAFTING & DESIGN AND NO PART THEREOF SHALL BE COPIED DISCLOSED TO OTHERS OR USED IN CONNECTION WITH ANY WORK OR PROJECT FOR WHICH THERE HAVE BEEN PREPARED AND DEVELOPED, WITHOUT THE WRITTEN CONSENT OF IG DRAFTING & DESIGN, VISUAL CONTACT WITH THESE DRAWINGS SHALL CONSTITUTE EVIDENCE OF ACCEPTANCE OF THESE RESTRICTIONS. DO N C H U R R O S 1 2 3 4 1 215 W 4th St 1/22/2025 F.D. 2" 2" Scale: NTS GREASE TRAP & 3 COMP DIAGRAM 2 F.S. 3" UNDERGROUND S.S. OR GREASE WASTE, APPROVED ABS SCHEDULE 40 APPROVED ABS VENT PIPING AND FITTINGS (E)UNDERGROUND S.S. APPROVED ABS SCHEDULE 40 (2) F.D (2) H.S. 2" F.C.O. 3" W.C.O. (2) F.D (2) H.S. (2) H.S. 2" F.C.O. 3" W.C.O. (2) F.S (2) F.D (2) H.S. (2) F.D (3) MOP. SK. (2) F.S(2) F.D 3 COMP (4) (2) F.S GREASE TRAP GT2700 35GPM 4" F.C.O. (1) LAV (4) W.C. Scale: NTS WASTE & VENT WATER RISER DIAGRAM 1 P-1.1 THIS DRAWING, SPECIFICATIONS AND IDEAS, DESIGNS THEREBY ARE AND SHALL REMAIN THE PROPERTY OF IG DRAFTING & DESIGN AND NO PART THEREOF SHALL BE COPIED DISCLOSED TO OTHERS OR USED IN CONNECTION WITH ANY WORK OR PROJECT FOR WHICH THERE HAVE BEEN PREPARED AND DEVELOPED, WITHOUT THE WRITTEN CONSENT OF IG DRAFTING & DESIGN, VISUAL CONTACT WITH THESE DRAWINGS SHALL CONSTITUTE EVIDENCE OF ACCEPTANCE OF THESE RESTRICTIONS. DO N C H U R R O S 1 2 3 4 215 W 4th St 1/22/2025 Scale: 1/4"=1'-0" HOT & COLD WATER PLAN1 3'-11" 3' - 8 " PIPE LEGEND COLD WATER, COPPER-(L) WITH BRAZED / OR / SOLDERED FITTINGS UNDERGROUND OVERHEAD HOT WATER, COPPER-(L) WITH BRAZED / OR / SOLDERED FITTINGS UNDERGROUND OVERHEAD Scale: NTS HOT & COLD ISOMETRIC PLAN2 U-75T-80R-3N 76 KBTU PIPE LEGEND COLD WATER, COPPER-(L) WITH BRAZED / OR / SOLDERED FITTINGS UNDERGROUND OVERHEAD HOT WATER, COPPER-(L) WITH BRAZED / OR / SOLDERED FITTINGS UNDERGROUND OVERHEAD U-75T-80R-3N 76 KBTU P-2.0 THIS DRAWING, SPECIFICATIONS AND IDEAS, DESIGNS THEREBY ARE AND SHALL REMAIN THE PROPERTY OF IG DRAFTING & DESIGN AND NO PART THEREOF SHALL BE COPIED DISCLOSED TO OTHERS OR USED IN CONNECTION WITH ANY WORK OR PROJECT FOR WHICH THERE HAVE BEEN PREPARED AND DEVELOPED, WITHOUT THE WRITTEN CONSENT OF IG DRAFTING & DESIGN, VISUAL CONTACT WITH THESE DRAWINGS SHALL CONSTITUTE EVIDENCE OF ACCEPTANCE OF THESE RESTRICTIONS. DO N C H U R R O S 1 2 3 4 WATER CLOSETS (FIXTURES PER PERSON) MALE 1: 1-50 TYPE OF BUILDING OR OCCUPANCY RESTAURANT OCC. B FEMALE 1: 15 URINALS (FIXTURES PER PERSON) MALE 1: 1-100 LAVATORIES (FIXTURES PER PERSON) MALE 1: 1-75 FEMALE 1: 1- 50 MALE 1 FEMALE 1 MIN. REQUIRED: PROVIDED:MALE - MALE 1 FEMALE 1 PLUMBING OCCUPANT LOAD FACTOR 30 / 2 =2 15 MALE l 15 FEMALE NOTE: UNISEX RESTROOM PROVIDED 2022 CPC TABLE 422.1 1 PLAN CHECK NOTES: 1.NEW/REPAIRED/ALTERED POTABLE WATER SYSTEMS ARE REQUIRED TO BE DISINFECTED BY CHLORINATION. 2022 CPC SEC. 609.10 (1, 2, 3, 4). 2.BACTERIOLOGICAL TESTING OF POTABLE WATER SYSTEM REQUIRED TO BE PERFORMED BY AN INDEPENDENT THIRDPARTY TESTING LABORATORY. 2022 CPC SEC. 609.10(4). 1 215 W 4th St 1/22/2025 PIPE LEGEND NEW GAS PIPE, SCHED.-40 BLACK STEEL WITH THREADED FITTINGS Scale: 1/4"=1'-0" GAS PLAN1 GAS PIPE: (SCHED-40, BLACK STEEL) 1/2 3/4"1"1-1/4" 34 71 134 275 PIPE SIZE (INCH) MAX. ALLOWED (CFH) 1-1/2" 412 GAS PIPE SIZE @ 200' T.D.L. (TABLE 1215.2(1) CAL. PLUM'G CODE 2022) 2" 794 2 1 2 " 1270 GAS: NATURAL INLET PRESSURE: LESS THAN 2 PSI PRESSURE DROP : 0.5 IN. W.C Scale: NTS ISOMETRIC GAS PLAN2 (N) GAS APPLIANCES N N N 4 3 1 CHURROS FRYERS .................. 75KBTU STOCK POTS ...............................80 KBTU WATER HEATER...........................76 KBTU 300 KBTU 240 KBTU 76 KBTU 3'-11" 3' - 8 " TOTAL GAS APPLIANCES 756 CFH N 1 A/C..................................................100 KBTU 100 KBTU 273 CFH 218 CFH 69 CFH 687CFH 91 CFH TOTAL BTU TOTAL CFH N 1 N 1 DRYER............................................40 KBTU 40 KBTU 36 CFH P-3.0 THIS DRAWING, SPECIFICATIONS AND IDEAS, DESIGNS THEREBY ARE AND SHALL REMAIN THE PROPERTY OF IG DRAFTING & DESIGN AND NO PART THEREOF SHALL BE COPIED DISCLOSED TO OTHERS OR USED IN CONNECTION WITH ANY WORK OR PROJECT FOR WHICH THERE HAVE BEEN PREPARED AND DEVELOPED, WITHOUT THE WRITTEN CONSENT OF IG DRAFTING & DESIGN, VISUAL CONTACT WITH THESE DRAWINGS SHALL CONSTITUTE EVIDENCE OF ACCEPTANCE OF THESE RESTRICTIONS. DO N C H U R R O S 1 2 3 4 2 215 W 4th St 1/22/2025 GREASE INTERCEPTOR MEMORANDUM To: Jaime Nunez – Applicant Date: May 28, 2024 From: Hector Medina – Assistant Engineer, PWA Water Resource Division Location: 215 W. 4TH ST. – DON CHURROS The above referenced food service establishment (FSE) must comply with the Fats, Oils, and Grease (FOG) Control Program Rules and Regulations as identified in Ordinance NS-2921 and as follows: A Hydro-Mechanical Grease Interceptor (HGI) is required at this FSE. ☒ This FSE shall install a Hydro-Mechanical Grease Interceptor (HGI). ☐ This FSE shall maintain the existing Hydro-Mechanical Grease Interceptor (HGI). This FSE qualifies for at least one of the following condition(s): The FSE discharges to a documented Enhanced Maintenance Location sewer but the proposed FSE’s FOG discharges are projected to be negligible and will not likely cause a significant impact to the sewer system, or; A gravity grease interceptor (GGI) cannot be installed due to physical site limitations or inadequate slope between the interceptor and private and/or public sewer lines. C/c: Water Resources Division Planning & Building Agency OC Health Care Agency Public Works Agency (Development) EEC Environmental Applicant 215 W 4th St 1/22/2025 YES NO INSTRUCTIONS: ORAN GE COUNTY FI RE AUTHORI TY Plan Submittal Criteria COMMERCIAL projects, MULTIFAMILY RESIDENTIAL projects and RESIDENTIAL TRACT developments · Fill in the project/business address and provide a brief description of the scope of work and type of business operation that will take place. · Answer questions 1 through 10, read and initial items 11 and 12, then complete and sign the certification section. · If you answer: - “YES” to any part of questions 1 through 10, submit the type of plan indicated in italics to OCFA. · In some cases, other plan types not indicated herein may also be necessary depending on specific conditions or operations. · Visit www.ocfa.org for submittal information and locations. If you need assistance in filling out this form or have questions regarding requirements for review, please contact OCFA at 714-573-6108 or visit us at 1 Fire Authority Road, Irvine, CA 92602. Address Suite City Project Scope/Business Description 1. Construction of a new building, a new story, or increase the footprint of an existing building? Changes to roadways, curbs, or drive aisles? Addition, relocation, or modification of fire hydrants or fences/gates? Construction within 300 feet of an active or proposed oil well? Fire Master Plan (PR145) 2. Property is adjacent to a wildland area or non-irrigated native vegetation? Fire Master Plan (PR145); a Fuel Modification Plan may also be required. (PR120, PR124) 3. Located in or < 100’ from a Division of Oil, Gas, and Geothermal Resources (DOGGR) field boundary, < 300’ from an oil/gas seep, or < 1000’ from a landfill? Methane Work Plan. (PR170) 4. Installation/modification/repair of underground piping, backflow preventers, or fire department connections serving private fire hydrant/sprinkler/standpipe systems? Underground Plan. (PR470, PR475) 5. Drinking/dining/recreation/meetings/training/religious functions or other gatherings in a room > 750 sq.ft. (> 1,000 sq.ft. for training/adulteducation) or > 49 people? Healthcare/outpatient services for > 5 people who may be unable to immediately evacuate without assistance? Education for children (academic tutoring for ages 5+ is exempt unless classified as an E occupancy by the Building Official)? Adult/child daycare? 24-hour care/supervision? Incarceration or restraint? Hotel/apartment or residential facility with 3+ units and 3+ stories (3-story townhouses/rowhouses where an independent direct exit to grade is provided for dwelling are exempt)? Congregate housing/dormitories with 17+ people? High-rise structure (55+ feet to highest occupied floor level)? Architectural Plan (PR200-PR285) 6. Installation/modification of locks delaying or preventing occupants from leaving a space or requiring use of a card, button, or similar action to open a door in the direction of exit travel? Architectural, Sprinkler, and/or Alarm Plan depending on the occupancy and type of device installed (PR200-PR280, PR420-PR425, PR500-PR520) 7. Installation/modification/use of spray booths; dust collection; dry cleaning; industrial ovens/drying equipment; industrial/commercial refrigeration systems; compressed gasses; tanks for cryogenic or flammable/combustible liquids; vapor recovery; smoke control; battery back-up/charging systems (> 50 gal. electrolyte, > 1,000 lb. lithium ion); welding/brazing/soldering, open flame torches, cutting/grinding; or other similar operations? Special Equipment Plan (PR315, PR340-PR382) 8. Storage/use/research with flammable/combustible liquids or other chemicals? Motor vehicle/aircraft maintenance/repair? Cabinetry/woodworking/finishing facility? Chem Class & floor plan (full architectural plan if H occupancy); Special Equipment Plans may be necessary. (PR315-PR360, PR232-PR240) 9. Storage or merchandizing areas in excess of 500 sq. ft. where items are located higher than 12’ (6’ for high-hazard commodities, plastic, rubber, foam, etc.)? High-piled Storage Plan (PR330) 10. Cooking under a Type I commercial hood; installation or modification of a fire extinguishing system located in a commercial cooking hood? Hood & Duct Extinguishing System, not just the hood mechanical plan. (PR335) Initial each of the following two items indicating that you have read and understand the statement: 11. *Sprinklers/Alarms: Consult Building/Fire Codes and ordinances to determine sprinkler/alarm requirements; if a system is required, plans shall be submitted for OCFA review. Existing buildings undergoing remodel must be evaluated by a licensed Initials contractor to determine if modification is needed; if so, contractor shall submit plans prior to making modifications. 12. Fire Hazard Severity Zone: Consult maps available at building department or on OCFA website to determine if your site is located in a FHSZ. Buildings in a FHSZ may be subject to special construction requirements detailed in CBC Chapter 7A or CRC R327— Initials the building department will determine specific requirements. I certify under penalty of perjury under the laws of the State of California that the above is true: Print Name Signature Phone Number ( ) Date / / Building Department: If you have verified that all of the questions have been answered accurately as “NO”, and the project does not otherwise require OCFA review of sprinkler or alarm plans*, then you may accept this signed form as a written release that OCFA review is not required. Should you still require that the applicant have plans approved by OCFA, please initial here or attach an OCFA referral form and have the applicant submit the form along with the appropriate plans and fees for OCFA review. 10-08-14 EE COM 215 W 4th St 1/22/2025 Project No. 24-186 Prepared For: 215 W 4th St., Santa Ana, CA 92701 21731 Ventura Blvd. Suite 110 Woodland Hills, CA 91364 Ph. (818)633-3290 www.rombengineers.com September 12th, 2024 Page 1 of 28 215 W 4th St 1/22/2025 Appendix I.Mech. Unit Attachment Calculations II.Roof Joist Calculations III.Floor Joist Calculations IV.Pad Calculations Page 2 of 28 215 W 4th St 1/22/2025 Appendix I Mech. Unit Attachment Calculations Page 3 of 28 215 W 4th St 1/22/2025 ASCE Hazards Report Address: 215 W 4th St Santa Ana, California 92701 Standard:ASCE/SEI 7-22 Latitude:33.748252 Risk Category:II Longitude:-117.869278 Soil Class:Default Elevation:119.8701196002794 ft (NAVD 88) Page 1 of 4https://ascehazardtool.org/Wed May 15 2024 Page 4 of 28 215 W 4th St 1/22/2025 PGA M : 0.66 SMS : 1.75 SM1 : 1.2 SDS : 1.17 SD1 : 0.8 T L : 8 SS : 1.48 S1 : 0.51 VS30 : 260 Seismic Design Category:D Multi-Period Design Spectrum S (g) vs T(s)a Multi-Period MCE SpectrumR S (g) vs T(s)a Two-Period Design Spectrum S (g) vs T(s)a Two-Period MCE SpectrumR S (g) vs T(s)a Design Vertical Response Spectrum Vertical ground motion data has not yet been made available by USGS. MCE Vertical Response SpectrumR Vertical ground motion data has not yet been made available by USGS. Seismic DefaultSite Soil Class: Results: Page 2 of 4https://ascehazardtool.org/Wed May 15 2024 Page 5 of 28 215 W 4th St 1/22/2025 PROJECT : PAGE : CLIENT : DESIGN BY : JOB NO. : DATE : REVIEW BY : INPUT DATA & DESIGN SUMMARY EQUIPMENT WEIGHT W = 0.692 kips CM HEIGHT H = 2.36 ft, 2/3 total height LAG SCREW DIAMETER f = 1/4 in, NDS APP. L LAG SCREW LENGTH Long = 5 in, NDS APP. L ANCHORAGE LENGTH L = 4.83 ft LAG SCREWS ALONG L EDGE NL = 3 per line LAG SCREW SPACING SL = L / (NL - 1) =29 in ANCHORAGE WIDTH B = 3.67 ft LAG SCREWS ALONG B EDGE NB = 3 per line LAG SCREW SPACING SB = B / (NB - 1) =22 in [THE ANCHORAGE, USING 1/4" x 5" LAG SCREWS, IS ADEQUATE.] ANALYSIS ALLOWABLE TENSION & SHEAR VALUES ZII' = CD Cd Cg ZII =431 lbs where CD =1.6 (NDS Tab 2.3.2) Cd = p / (8D) =1.628 p = S + (T-E) - (Diaphragm Thk) - ts = 3.256 in S + (T-E) = 3.688 in (NDS Appendix L2) Diaphragm Thk = 0.298 in (0.298 for 15/32, 0.319 for 19/32, UBC Table 23-2-H, page 3-420) ts = 0.134 in (10 gage, NDS Tab 12K) Cg =0.92 (NDS 10.3.6) ZII =180 lbs (NDS Tab 12K) Z^' = CD Cd Cg Z^ =311 lbs Z^ = 130 lbs (NDS Tab 12K) (W ' p) = CD W (T-E) =1024 lbs where W = 225 lbs / in (NDS Tab 12.2A) (T-E) = 2.844 in (NDS Appendix L2) DESIGN LOADS FH = Fp = (KH) MAX{ 0.3SDSIpW , MIN[ 0.4CARSDSIp(1+2.5z/h)/Rpo W , 1.6SDSIpW ] }, (ASCE 7-22, Sec. 13.3.1) = 1 MAX{ 0.53W , MIN[ 1.40W , 2.81W ]} where SDS =1.17 (ASCE 7-22 Sec 11.4.5) = 1.64 W , (SD)Ip =1.5 (ASCE Sec. 13.1.3) = 1.17 W , (ASD) = 0.81 kips CAR =1 (ASCE Tab. 13.6-1) Rpo =1.5 (ASCE Tab. 13.6-1) FV = KV W =0.17 W , (ASD) = 0.12 kips, up & down z = h ft h =10 ft KH =1 (ASCE Sec. 13.4.2) KV = KH 0.2 SDS / 1.4 =0.17 (vertical seismic factor) MAXIMUM OVERTURNING MOMENT AT ANCHOR EDGE MOT = Fp H =1.91 ft-kips MRES,L = (0.9W - Fv ) (0.5L) =1.22 ft-kips <MOT ,therefore design tension anchors. MRES,B = (0.9W - Fv ) (0.5B) =0.93 ft-kips <MOT ,therefore design tension anchors. TENSION LOAD AT CORNER LAG SCREW TL = (FV -0.9 W) / A + MOT y / I =68 lbs / bolt TB = (FV -0.9 W) / A + MOT y / I =110 lbs / bolt where A = 2(NL + NB) -4 =8 (total bolts) where I = SYi 2 =2909 in2-bolts I = SXi 2 =5039 in2-bolts y = 0.5 B = 22.02 in y = 0.5 L = 28.98 in SHEAR LOAD AT EACH LAG SCREW V = FH / A =101 lbs / bolt CHECK CORNER SCREW CAPACITY AT COMBINED LATERAL AND WITHDRAWAL LOADS Za' = ZII'(W' p) / (ZII'sin2a + W'p cos2a)(NDS 12.4-1) = 527 lbs / bolt > [TL 2 + V2 ]0.5 =122 lbs / bolt [SATISFACTORY] where a = tan-1(TL / V) =34.08 o Zq' = Z^'(W' p) / (Z^'sin2a + W'p cos2a) (NDS 12.4-1) = 500 lbs / bolt > [TB 2 + V2 ]0.5 =150 lbs / bolt [SATISFACTORY] where q = tan-1(TB / V) =47.42 o 215 W 4th. St. 24-186 Equipment Anchorage to Wood Roof Based on NDS 2018 / 2021 IBC / 2022 CBC H B No. Bolts per Input where Occurs Frame (not shown) by MFR S S Page 6 of 28 215 W 4th St 1/22/2025 Appendix II Roof Joist Calculations Page 7 of 28 215 W 4th St 1/22/2025 Multiple Simple Beam LIC# : KW-06017019, Build:20.23.12.07 ROMB STRUCTURAL ENGINEERING (c) ENERCALC INC 1983-2023 Project File: 215 W 4th.ec6 Project Title:215 W 4th St. Engineer:ROMB Project ID:24-186 Project Descr: ROOF RAFTERDescription : BEAM Size :2-2x12, Sawn, Fully Braced Using Load Resistance Factor Design with ASCE 7-16 Load Combinations, Major Axis Bending Wood Beam Design : Calculations per NDS 2018, IBC 2018, CBC 2019, ASCE 7-16 Douglas Fir-Larch (North)No.2 875.0 875.0 600.0 625.0 1,300.0 470.0 170.0 425.0 30.590 Eminbend - xx ksi Wood Species :Wood Grade : Fb - Tension psi psi Fv psi Fb - Compr Ft psi Fc - Prll psi psiFc - Perp Ebend- xx ksi Density pcf R.R.#1 Applied Loads Beam self weight calculated and added to loads Unif Load: D = 0.010, Lr = 0.020 k/ft, Trib= 2.0 ft 1Point: D = 0.150 k @ 10.250 ft 2Point: D = 0.150 k @ 13.830 ft .Design Summary Max fb/Fb Ratio =0.615 : 1 Max Reactions (k)HEWSLLr +1.20D+1.60LrLoad Comb : Span # 1 Left Support D in 10.342 inft 50.73 psi Fb : Allowable :2,173.50 psi Right Support Fv : Allowable :Span # 1 Load Comb :+1.20D+1.60Lr 367.20 psi fb : Actual : Max fv/FvRatio =0.138 : 1 20.329 ft 1,336.14 psi at atfv : Actual : Ratio 9999 Ratio 9999 Max Deflections Transient Downward 0.399 in Transient Upward 0.000 in Total Downward 0.881 in Total Upward 0.000 in 0.42 0.430.46 0.43 Ratio 639 289Ratio LC: Lr Only LC: +D+Lr LC:LC: BEAM Size :2-2x12, Sawn, Fully Braced Using Load Resistance Factor Design with ASCE 7-16 Load Combinations, Major Axis Bending Wood Beam Design : Calculations per NDS 2018, IBC 2018, CBC 2019, ASCE 7-16 Douglas Fir-Larch (North)No.2 875.0 875.0 600.0 625.0 1,300.0 470.0 170.0 425.0 30.590 Eminbend - xx ksi Wood Species :Wood Grade : Fb - Tension psi psi Fv psi Fb - Compr Ft psi Fc - Prll psi psiFc - Perp Ebend- xx ksi Density pcf R.R.#2 Applied Loads Beam self weight calculated and added to loads Unif Load: D = 0.010, Lr = 0.020 k/ft, Trib= 2.0 ft 1Point: D = 0.060 k @ 9.90 ft 2Point: D = 0.060 k @ 11.50 ft .Design Summary Max fb/Fb Ratio =0.537 : 1 Max Reactions (k)HEWSLLr +1.20D+1.60LrLoad Comb : Span # 1 Left Support D in 10.625 inft 44.89 psi Fb : Allowable :2,173.50 psi Right Support Fv : Allowable : Span # 1 Load Comb :+1.20D+1.60Lr 367.20 psi fb : Actual : Max fv/FvRatio =0.122 : 1 20.329 ft 1,168.16 psi at atfv : Actual : Ratio 9999 Ratio 9999 Max Deflections Transient Downward 0.399 in Transient Upward 0.000 in Total Downward 0.759 in Total Upward 0.000 in 0.35 0.430.35 0.43 Ratio 639 336Ratio LC: Lr Only LC: +D+Lr LC:LC: Page 8 of 28 215 W 4th St 1/22/2025 Multiple Simple Beam LIC# : KW-06017019, Build:20.23.12.07 ROMB STRUCTURAL ENGINEERING (c) ENERCALC INC 1983-2023 Project File: 215 W 4th.ec6 Project Title:215 W 4th St. Engineer:ROMB Project ID:24-186 Project Descr: BEAM Size :2-2x12, Sawn, Fully Braced Using Load Resistance Factor Design with ASCE 7-16 Load Combinations, Major Axis Bending Wood Beam Design : Calculations per NDS 2018, IBC 2018, CBC 2019, ASCE 7-16 Douglas Fir-Larch (North)No.2 875.0 875.0 600.0 625.0 1,300.0 470.0 170.0 425.0 30.590 Eminbend - xx ksi Wood Species :Wood Grade : Fb - Tension psi psi Fv psi Fb - Compr Ft psi Fc - Prll psi psiFc - Perp Ebend- xx ksi Density pcf R.R.#3 Applied Loads Beam self weight calculated and added to loads Unif Load: D = 0.010, Lr = 0.020 k/ft, Trib= 2.0 ft 1Point: D = 0.10 k @ 10.0 ft 2Point: D = 0.10 k @ 12.0 ft .Design Summary Max fb/Fb Ratio =0.577 : 1 Max Reactions (k)HEWSLLr +1.20D+1.60LrLoad Comb : Span # 1 Left Support D in 10.554 inft 47.19 psi Fb : Allowable :2,173.50 psi Right Support Fv : Allowable :Span # 1 Load Comb :+1.20D+1.60Lr 367.20 psi fb : Actual : Max fv/FvRatio =0.129 : 1 20.329 ft 1,253.05 psi at atfv : Actual : Ratio 9999 Ratio 9999 Max Deflections Transient Downward 0.399 in Transient Upward 0.000 in Total Downward 0.817 in Total Upward 0.000 in 0.39 0.43 0.39 0.43 Ratio 639 311Ratio LC: Lr Only LC: +D+Lr LC:LC: BEAM Size :2-2x12, Sawn, Fully Braced Using Load Resistance Factor Design with ASCE 7-16 Load Combinations, Major Axis Bending Wood Beam Design : Calculations per NDS 2018, IBC 2018, CBC 2019, ASCE 7-16 Douglas Fir-Larch (North)No.2 875.0 875.0 600.0 625.0 1,300.0 470.0 170.0 425.0 30.590 Eminbend - xx ksi Wood Species :Wood Grade : Fb - Tension psi psi Fv psi Fb - Compr Ft psi Fc - Prll psi psiFc - Perp Ebend- xx ksi Density pcf R.R.#4 Applied Loads Beam self weight calculated and added to loads Unif Load: D = 0.010, Lr = 0.020 k/ft, Trib= 2.0 ft 1Point: D = 0.1730 k @ 3.250 ft 2Point: D = 0.1730 k @ 6.670 ft .Design Summary Max fb/Fb Ratio =0.570 : 1 Max Reactions (k)HEWSLLr +1.20D+1.60LrLoad Comb : Span # 1 Left Support D in 9.633 inft 55.81 psi Fb : Allowable :2,173.50 psi Right Support Fv : Allowable :Span # 1 Load Comb :+1.20D+1.60Lr 367.20 psi fb : Actual : Max fv/FvRatio =0.152 : 1 0.000 ft 1,238.49 psi at atfv : Actual : Ratio 9999 Ratio 9999 Max Deflections Transient Downward 0.399 in Transient Upward 0.000 in Total Downward 0.834 in Total Upward 0.000 in 0.55 0.430.37 0.43 Ratio 639 305Ratio LC: Lr Only LC: +D+Lr LC:LC: Page 9 of 28 215 W 4th St 1/22/2025 Multiple Simple Beam LIC# : KW-06017019, Build:20.23.12.07 ROMB STRUCTURAL ENGINEERING (c) ENERCALC INC 1983-2023 Project File: 215 W 4th.ec6 Project Title:215 W 4th St. Engineer:ROMB Project ID:24-186 Project Descr: BEAM Size :2-2x12, Sawn, Fully Braced Using Load Resistance Factor Design with ASCE 7-16 Load Combinations, Major Axis Bending Wood Beam Design : Calculations per NDS 2018, IBC 2018, CBC 2019, ASCE 7-16 Douglas Fir-Larch (North)No.2 875.0 875.0 600.0 625.0 1,300.0 470.0 170.0 425.0 30.590 Eminbend - xx ksi Wood Species :Wood Grade : Fb - Tension psi psi Fv psi Fb - Compr Ft psi Fc - Prll psi psiFc - Perp Ebend- xx ksi Density pcf C.J.#1 Applied Loads Beam self weight calculated and added to loads Unif Load: D = 0.010, Lr = 0.020 k/ft, Trib= 2.0 ft 1Point: D = 0.050, Lr = 0.130 k @ 17.50 ft 2Point: D = 0.0350, Lr = 0.130 k @ 13.250 ft 3Point: D = 0.020 k @ 17.50 ft 4Point: D = 0.030 k @ 13.250 ft .Design Summary Max fb/Fb Ratio =0.574 : 1 Max Reactions (k)HEWSLLr +1.20D+1.60LrLoad Comb : Span # 1 Left Support D in 11.702 inft 59.40 psi Fb : Allowable :2,173.50 psi Right Support Fv : Allowable :Span # 1 Load Comb :+1.20D+1.60Lr 367.20 psi fb : Actual : Max fv/FvRatio =0.162 : 1 19.526 ft 1,248.38 psi at atfv : Actual : Ratio 9999 Ratio 9999 Max Deflections Transient Downward 0.452 in Transient Upward 0.000 in Total Downward 0.740 in Total Upward 0.000 in 0.31 0.47 0.38 0.60 Ratio 542 331Ratio LC: Lr Only LC: +D+Lr LC:LC: Page 10 of 28 215 W 4th St 1/22/2025 Multiple Simple Beam LIC# : KW-06017019, Build:20.23.08.30 ROMB STRUCTURAL ENGINEERING (c) ENERCALC INC 1983-2023 Project File: 215 W 4th.ec6 Project Title:215 W 4th St. Engineer:ROMB Project ID:24-186 Project Descr: NEW CEILING JOISTSDescription : BEAM Size :2-2x12, Sawn, Fully Braced Using Load Resistance Factor Design with ASCE 7-16 Load Combinations, Major Axis Bending Wood Beam Design : Calculations per NDS 2018, IBC 2018, CBC 2019, ASCE 7-16 Douglas Fir-Larch (North)No.2 875.0 875.0 600.0 625.0 1,300.0 470.0 170.0 425.0 30.590 Eminbend - xx ksi Wood Species :Wood Grade : Fb - Tension psi psi Fv psi Fb - Compr Ft psi Fc - Prll psi psiFc - Perp Ebend- xx ksi Density pcf (N)2-2x12 C.J. #2 (with Hood load) Applied Loads Beam self weight calculated and added to loads Unif Load: D = 0.010, Lr = 0.020 k/ft, Trib= 2.0 ft 1Point: D = 0.0320 k @ 5.820 ft 2Point: D = 0.0320 k @ 6.640 ft 3Point: D = 0.050, Lr = 0.130 k @ 17.50 ft 4Point: D = 0.350, Lr = 0.130 k @ 13.250 ft 5Point: D = 0.020 k @ 17.50 ft 6Point: D = 0.030 k @ 13.250 ft .Design Summary Max fb/Fb Ratio =0.733 : 1 Max Reactions (k)HEWSLLr +1.20D+1.60LrLoad Comb : Span # 1 Left Support D in 12.790 inft 71.35 psi Fb : Allowable :2,173.50 psi Right Support Fv : Allowable :Span # 1 Load Comb :+1.20D+1.60Lr 367.20 psi fb : Actual : Max fv/FvRatio =0.194 : 1 19.526 ft 1,592.48 psi at atfv : Actual : Ratio 9999 Ratio 9999 Max Deflections Transient Downward 0.452 in Transient Upward 0.000 in Total Downward 0.958 in Total Upward 0.000 in 0.47 0.470.60 0.60 Ratio 542 255Ratio LC: Lr Only LC: +D+Lr LC:LC: Page 11 of 28 215 W 4th St 1/22/2025 PROJECT : PAGE : CLIENT : DESIGN BY : JOB NO. : DATE: REVIEW BY : INPUT DATA & DESIGN SUMMARY SECTION & SPACING 350S162-43 (33 ksi)@ 16 in o.c ( 33 ksi) JOIST SPAN L =9.25 ft DEAD LOAD DL =10 psf LIVE LOAD LL =10 psf LATERAL SUPPORTED ?1 compression flange (0=No, 1=compression flange, 2=tension flange) DEFLECTION LIMITATION FOR LIVE LOAD ?1 L /240 THE DESIGN IS ADEQUATE. (0=No., 1= L /240, 2= L /360, 3= L /180, 4= L /120) ANALYSIS SECTION PROPERTIES OF EACH METAL STUD (SSMA page 8 to 14) t = 0.0451 in Fy = 33 ksi Ixx = 0.654 in4 Mn/Wb = 7.05 in-kips h = 3.5 in Wt = 1.14 lb/ft Sxx = 0.357 in3 Vn/Wv = 631 lbs A = 0.334 in2 rx = 1.4 in ry = 0.612 in xo = -1.312 in J =0.000227 in4 Cw = 0.35 in6 CHECK MAX WEB DEPTH-TO-THICKNESS RATIO (AISI B1.2) h / t = 77.61 <200 [Satisfactory] CHECK FLEXURAL CAPACITY (AISI C3.1) Mn/Wb =7.05 in-kips >M [Satisfactory] Where M = [(DL+LL) S + Wt ] L2 / 8 =3.57 in-kips S = 16 in o.c., spacing as given. CHECK SHEAR CAPACITY (AISI C3.2) Vn/WV =631 lbs >V [Satisfactory] Where V = [(DL+LL) S + Wt ] L / 2 = 129 lbs CHECK LATERAL-TORSIONAL BUCKLING (AISI C3.1.2) CASE 1: BOTH TOP & BOTTOM FLANGES UNSUPPORTED <== Does not apply. 15.1 ksi <2.78 Fy = 91.7 ksi <0.56 Fy = 18.5 ksi Where Cb = 1.0 ro = (rx 2 + ry 2 + xo 2)0.5 = 2.014 in Sf = 0.37 in3 8.851 ksi E = 29500 ksi (AISI pg xiv) G = 11300 ksi (AISI pg xvi) Ky = 1.0 Kt = 1.0 7.999 ksi Ly = 111 in Lt = 111 in =15.1 ksi Joist Design Based on AISI S100/SI-10 & ESR-3064P ACrobFe ey tSf s s= = ( ) 2 2/ E ey K L ry y y ps= = ( ) 21 2 2 E C wGJtAroK Lt t ps   = + =    - CEILING JOISTS AT HARD CEILING LOCATION Page 12 of 28 215 W 4th St 1/22/2025 (cont'd) Mn/Wb =3.39 in-kips <M [Satisfactory] Where Sc = 0.37 in3 from SSMA page 8 to 14 Wb = 1.67 Mn = ScFc = 5.66 in-kips M = [(DL+LL) S/12 + Wt ] L2 / 8 =3.57 in-kips CASE 2: BOTTOM FLANGE SUPPORTED ONLY <== Does not apply. Mn/Wb =4.94 in-kips >M [Satisfactory] Where Se = 0.36 in3, from Sxx Wb = 1.67 R = 0.70 (AISI Table D6.1.1-1) Mn = RSeFy = 8.25 in-kips CHECK CAPACITY COMBINED BENDING & SHEAR AT ANY SAME SECTION (AISI C3.3.1) = 0.5457 <1.0 [Satisfactory] Where M = 3.57 in-kips V = 129 lbs Vn/Wv = 631 lbs Wb = 1.67 Mn = MIN( Bending , Buckling) = 11.774 in-kips Mn/Wb = 7.05 in-kips, from SSMA page 8 to 14 for bending only. =0.51 >0.5 =0.20 <0.7 = 0.5075 <1.3 [Satisfactory] CHECK DEFLECTION 0.11 in <L /240 = 0.46 in [Satisfactory] DETERMINE SCREWS AT EACH LEG OF CONNECTION (SSMA page 70) Vmax = 129 lbs vallow = 244 lbs / screw, for # 8 screws.= = >(1)- # 8 screws required. 263 lbs / screw, for # 10 screws.= = >(1)- # 10 screws required. 280 lbs / screw, for # 12 screws.= = >(1)- # 12 screws required. Technical References: 1. AISI S100/SI-10, North American Specification for the Design of Cold-formed Steel Structural Members, with Supplement 1, 2010. 2. SSMA_Product_Technical_Guide, ESR-3064P, Steel Stud Manufactures Association, 2015. 22M Vb v VMn n   W W+     0.6 M Vb v VMn n   W W+     Mb M n  W    Vv V n  W    ( )45 384 LL S L LL EI xx = =D Page 13 of 28 215 W 4th St 1/22/2025 PROJECT : PAGE : CLIENT : DESIGN BY : JOB NO. : DATE: REVIEW BY : INPUT DATA & DESIGN SUMMARY SECTION & SPACING 550S137-43 (33 ksi)@ 16 in o.c WALL HEIGHT h =16 ft hp =0 ft GRAVITY LOAD (ASD level) P =175 lbs / ft LATERAL LOAD (SD level) w1 =16 psf PARAPET LOAD (SD level) w2 =16 psf ECCENTRICITY e =0 in DEFLECTION LIMITATION ?1 h /240 (0=No., 1= h /240, 2= h /360, 3= h /180, 4= h /120) THE DESIGN IS ADEQUATE. ANALYSIS SECTION PROPERTIES OF EACH METAL STUD (SSMA page 8 to 14) thk = 0.0451 in Fy = 33 ksi Ixx = 1.655 in4 Mn/Wb = 11.6 in-kips t = 5.5 in Wt = 1.33 lb/ft Sxx = 0.592 in3 Vn/Wv = 1199 lbs A = 0.391 in2 rx = 2.059 in ry = 0.467 in xo = -0.83 in J =0.000265 in4 Cw = 0.52 in6 CHECK MAX WEB DEPTH-TO-THICKNESS RATIO (AISI B1.2) t / (thk) = 121.95 <200 [Satisfactory] CHECK FLEXURAL CAPACITY (AISI C3.1) Mn/Wb =11.60 in-kips / stud >M [Satisfactory] Where 8.00 ft 8.19 in-kips / stud S = 1.333 ft o.c., spacing as given. 0.00 in-kips / stud M = (1/1.4) MAX( M1 , M2) = 5.85 in-kips / stud, (1/1.4 for wind/seismic, from AISI App. A4.1.2, typical) CHECK SHEAR CAPACITY (AISI C3.2) Vn/WV =1199 lbs / stud >V [Satisfactory] Where 171 lbs / stud V2 = h w1 S - V1 =171 lbs / stud V3 = hp w2 S = 0 lbs / stud V = (1/1.4) MAX( V1 , V2 , V3) = 122 lbs / stud CHECK CAPACITY COMBINED BENDING & SHEAR AT ROOF/FLOOR SECTION (AISI C3.3.1) = 0.1017 <1.0 [Satisfactory] Where M = 0.00 in-kips / stud, (1/1.4 included) V = 122 lbs / stud, (1/1.4 included) Vn/Wv = 1199 lbs / stud, from SSMA page 8 to 14. Mn/Wb =11.6 in-kips / stud, from SSMA page 8 to 14. Wall Stud Design Based on AISI S100/SI-10 & ESR-3064P ( )2 12 p p h h Pex h h h h w  + = + - - =   ( ) 2 1 2 2 1 2 1 1 22 p wPe Sh hM w h  = + - =   2 2 2 2 pw h SM= = ( )( )2 1 1 1 2 p p h h w Peh SV h w h h  + = + - + =   - PARTITION WALL STUDS Page 14 of 28 215 W 4th St 1/22/2025 (cont'd) =0.00 <0.5 =0.10 <0.7 = 0.1017 <1.3 [Satisfactory] CHECK COMPRESSION CAPACITY WITH, AT LEAST, ONE FLANGE THROUGH-FASTENED TO SHEATHING (AISI D6.1.3) Pn/Wc =3.50 kips / stud >P [Satisfactory] Where Wc = 1.8 Pn = C1C2C3 AE / 29500 = 6.30 kips / stud C1 = (0.79 x + 0.54) =0.951 C2 = (1.17 a t + 0.93) =0.983 C3 = a (2.5b - 1.63d) + 22.8 =17.260 E = 29500 ksi (AISI pg xiv) P = 0.43 kips / stud (included wall weight, 18psf.) CHECK CAPACITY COMBINED AXIAL LOAD & BENDING (AISI C5.2.1) 0.66 <1.0 [Satisfactory] Where M = 5.85 in-kips / stud, (1/1.4 included) P = 0.43 kips / stud Pn/Wc = 3.50 kips / stud Mn/Wb = 11.6 in-kips / stud Cm = 1.0 13.07 kips / stud 0.941 CHECK DEFLECTION 0.64 in <h /240 = 0.80 in [Satisfactory] NOTE :1. STUD FLANGES SHALL BE FASTENED TO SHEATHING AT EACH SIDE OF WALL BEFORE VERTICAL LOAD ADDED. Technical References: 1. AISI S100/SI-10, North American Specification for the Design of Cold-formed Steel Structural Members, with Supplement 1, 2010. 2. SSMA_Product_Technical_Guide, ESR-3064P, Steel Stud Manufactures Association, 2015. 0.6 M Vb v VMn n   W W+     Mb M n  W    Vv V n  W    ( )451 384 Sw L EI xx D = = MPCbc m P Mn na WW+ = ( ) 2 2 E I xPEx K Lx x p= = 1 Pc P Ex a W= - = Page 15 of 28 215 W 4th St 1/22/2025 PROJECT : PAGE : CLIENT : DESIGN BY : JOB NO. : DATE: REVIEW BY : INPUT DATA & DESIGN SUMMARY SECTION & SPACING 350S162-43 (33 ksi)@ 16 in o.c WALL HEIGHT h =1 ft hp =2 ft GRAVITY LOAD (ASD level) P =-175 lbs / ft LATERAL LOAD (SD level) w1 =10 psf PARAPET LOAD (SD level) w2 =10 psf ECCENTRICITY e =0 in DEFLECTION LIMITATION ?1 h /240 (0=No., 1= h /240, 2= h /360, 3= h /180, 4= h /120) THE DESIGN IS ADEQUATE. ANALYSIS SECTION PROPERTIES OF EACH METAL STUD (SSMA page 8 to 14) thk = 0.0451 in Fy = 33 ksi Ixx = 0.654 in4 Mn/Wb = 7.05 in-kips t = 3.5 in Wt = 1.14 lb/ft Sxx = 0.357 in3 Vn/Wv = 631 lbs A = 0.334 in2 rx = 1.4 in ry = 0.612 in xo = -1.312 in J =0.000227 in4 Cw = 0.35 in6 CHECK MAX WEB DEPTH-TO-THICKNESS RATIO (AISI B1.2) t / (thk) = 77.61 <200 [Satisfactory] CHECK FLEXURAL CAPACITY (AISI C3.1) Mn/Wb =7.05 in-kips / stud >M [Satisfactory] Where -1.50 ft 0.18 in-kips / stud S = 1.333 ft o.c., spacing as given. 0.32 in-kips / stud M = (1/1.4) MAX( M1 , M2) = 0.23 in-kips / stud, (1/1.4 for wind/seismic, from AISI App. A4.1.2, typical) CHECK SHEAR CAPACITY (AISI C3.2) Vn/WV =631 lbs / stud >V [Satisfactory] Where -20 lbs / stud V2 = h w1 S - V1 =33 lbs / stud V3 = hp w2 S = 27 lbs / stud V = (1/1.4) MAX( V1 , V2 , V3) = 24 lbs / stud CHECK CAPACITY COMBINED BENDING & SHEAR AT ROOF/FLOOR SECTION (AISI C3.3.1) = 0.0497 <1.0 [Satisfactory] Where M = 0.23 in-kips / stud, (1/1.4 included) V = 24 lbs / stud, (1/1.4 included) Vn/Wv = 631 lbs / stud, from SSMA page 8 to 14. Mn/Wb =7.05 in-kips / stud, from SSMA page 8 to 14. Wall Stud Design Based on AISI S100/SI-10 & ESR-3064P ( )2 12 p p h h Pex h h h h w  + = + - - =   ( ) 2 1 2 2 1 2 1 1 22 p wPe Sh hM w h  = + - =   2 2 2 2 pw h SM= = ( )( )2 1 1 1 2 p p h h w Peh SV h w h h  + = + - + =   - STEEL BRACE / TENSION LOAD Page 16 of 28 215 W 4th St 1/22/2025 (cont'd) =0.03 <0.5 =0.04 <0.7 = 0.0572 <1.3 [Satisfactory] CHECK COMPRESSION CAPACITY WITH, AT LEAST, ONE FLANGE THROUGH-FASTENED TO SHEATHING (AISI D6.1.3) Pn/Wc =3.70 kips / stud >P [Satisfactory] Where Wc = 1.8 Pn = C1C2C3 AE / 29500 = 6.66 kips / stud C1 = (0.79 x + 0.54) =0.959 C2 = (1.17 a t + 0.93) =0.983 C3 = a (2.5b - 1.63d) + 22.8 =21.145 E = 29500 ksi (AISI pg xiv) P = -0.13 kips / stud (included wall weight, 18psf.) CHECK CAPACITY COMBINED AXIAL LOAD & BENDING (AISI C5.2.1) -0.02 <1.0 [Satisfactory] Where M = 0.13 in-kips / stud, (1/1.4 included) P = -0.13 kips / stud Pn/Wc = 3.70 kips / stud Mn/Wb = 7.05 in-kips / stud Cm = 1.0 1322.32 kips / stud 1.000 CHECK DEFLECTION 0.00 in <h /240 = 0.05 in [Satisfactory] NOTE :1. STUD FLANGES SHALL BE FASTENED TO SHEATHING AT EACH SIDE OF WALL BEFORE VERTICAL LOAD ADDED. Technical References: 1. AISI S100/SI-10, North American Specification for the Design of Cold-formed Steel Structural Members, with Supplement 1, 2010. 2. SSMA_Product_Technical_Guide, ESR-3064P, Steel Stud Manufactures Association, 2015. 0.6 M Vb v VMn n   W W+     Mb M n  W    Vv V n  W    ( )451 384 Sw L EI xx D = = MPCbc m P Mn na WW+ = ( ) 2 2 E I xPEx K Lx x p= = 1 Pc P Ex a W= - = Page 17 of 28 215 W 4th St 1/22/2025 PROJECT : PAGE : CLIENT : DESIGN BY : JOB NO. : DATE: REVIEW BY : INPUT DATA & DESIGN SUMMARY SECTION & SPACING 550S137-43 (33 ksi)@ 16 in o.c WALL HEIGHT h =5 ft hp =0 ft GRAVITY LOAD (ASD level) P =150 lbs / ft LATERAL LOAD (SD level) w1 =5 psf PARAPET LOAD (SD level) w2 =5 psf ECCENTRICITY e =0 in DEFLECTION LIMITATION ?1 h /240 (0=No., 1= h /240, 2= h /360, 3= h /180, 4= h /120) THE DESIGN IS ADEQUATE. ANALYSIS SECTION PROPERTIES OF EACH METAL STUD (SSMA page 8 to 14) thk = 0.0451 in Fy = 33 ksi Ixx = 1.655 in4 Mn/Wb = 11.6 in-kips t = 5.5 in Wt = 1.33 lb/ft Sxx = 0.592 in3 Vn/Wv = 1199 lbs A = 0.391 in2 rx = 2.059 in ry = 0.467 in xo = -0.83 in J =0.000265 in4 Cw = 0.52 in6 CHECK MAX WEB DEPTH-TO-THICKNESS RATIO (AISI B1.2) t / (thk) = 121.95 <200 [Satisfactory] CHECK FLEXURAL CAPACITY (AISI C3.1) Mn/Wb =11.60 in-kips / stud >M [Satisfactory] Where 2.50 ft 0.25 in-kips / stud S = 1.333 ft o.c., spacing as given. 0.00 in-kips / stud M = (1/1.4) MAX( M1 , M2) = 0.18 in-kips / stud, (1/1.4 for wind/seismic, from AISI App. A4.1.2, typical) CHECK SHEAR CAPACITY (AISI C3.2) Vn/WV =1199 lbs / stud >V [Satisfactory] Where 17 lbs / stud V2 = h w1 S - V1 =17 lbs / stud V3 = hp w2 S = 0 lbs / stud V = (1/1.4) MAX( V1 , V2 , V3) = 12 lbs / stud CHECK CAPACITY COMBINED BENDING & SHEAR AT ROOF/FLOOR SECTION (AISI C3.3.1) = 0.0099 <1.0 [Satisfactory] Where M = 0.00 in-kips / stud, (1/1.4 included) V = 12 lbs / stud, (1/1.4 included) Vn/Wv = 1199 lbs / stud, from SSMA page 8 to 14. Mn/Wb =11.6 in-kips / stud, from SSMA page 8 to 14. Wall Stud Design Based on AISI S100/SI-10 & ESR-3064P ( )2 12 p p h h Pex h h h h w  + = + - - =   ( ) 2 1 2 2 1 2 1 1 22 p wPe Sh hM w h  = + - =   2 2 2 2 pw h SM= = ( )( )2 1 1 1 2 p p h h w Peh SV h w h h  + = + - + =   - STUDS BELOW SNEEZE GUARDS Page 18 of 28 215 W 4th St 1/22/2025 (cont'd) =0.00 <0.5 =0.01 <0.7 = 0.0099 <1.3 [Satisfactory] CHECK COMPRESSION CAPACITY WITH, AT LEAST, ONE FLANGE THROUGH-FASTENED TO SHEATHING (AISI D6.1.3) Pn/Wc =3.50 kips / stud >P [Satisfactory] Where Wc = 1.8 Pn = C1C2C3 AE / 29500 = 6.30 kips / stud C1 = (0.79 x + 0.54) =0.951 C2 = (1.17 a t + 0.93) =0.983 C3 = a (2.5b - 1.63d) + 22.8 =17.260 E = 29500 ksi (AISI pg xiv) P = 0.26 kips / stud (included wall weight, 18psf.) CHECK CAPACITY COMBINED AXIAL LOAD & BENDING (AISI C5.2.1) 0.09 <1.0 [Satisfactory] Where M = 0.18 in-kips / stud, (1/1.4 included) P = 0.26 kips / stud Pn/Wc = 3.50 kips / stud Mn/Wb = 11.6 in-kips / stud Cm = 1.0 133.85 kips / stud 0.997 CHECK DEFLECTION 0.00 in <h /240 = 0.25 in [Satisfactory] NOTE :1. STUD FLANGES SHALL BE FASTENED TO SHEATHING AT EACH SIDE OF WALL BEFORE VERTICAL LOAD ADDED. Technical References: 1. AISI S100/SI-10, North American Specification for the Design of Cold-formed Steel Structural Members, with Supplement 1, 2010. 2. SSMA_Product_Technical_Guide, ESR-3064P, Steel Stud Manufactures Association, 2015. 0.6 M Vb v VMn n   W W+     Mb M n  W    Vv V n  W    ( )451 384 Sw L EI xx D = = MPCbc m P Mn na WW+ = ( ) 2 2 E I xPEx K Lx x p= = 1 Pc P Ex a W= - = Page 19 of 28 215 W 4th St 1/22/2025 Load, f =20.00 plf Screw spacing =8.00 in O.C. H =26.00 in. b =2.75 in. e =4.00 in. F = 20 plf * 8 in / 12 =13 Lbs. M = 13 Lbs. * 26 in =346 in.-Lbs. Use =5/8 in Dia. Screw Grade:A36 Yield Limit:36 ksi Fb = 0.66 * 36 ksi =23.76 ksi Fv = 0.4 * 36 ksi =14.40 ksi Section modulus = S = π * R3 /4 =0.02 in³ Bending Stress = fb = M/S =14436 Psi. fb =14436 Psi.<Fb =23760 Psi.OK Shear Stress = fv = F/A = F/(π*d2/4) =43 Psi. fv =43 Psi.<Fv =14400 Psi.OK 126 Lbs. Use =1 5/8" ø LAG SCREWS WITHDRAWAL VALUE = w =447 Lbs/in * Per NDS 2018 Table 12.2A EMBEDMENT =4 in W = w*Pw = 447Lbs./in x 4in =1788 Lbs. w =126 Lbs.<W =1788 Lbs.OK Withdrawal = 346 in.-Lbs / 2.8 in = Shear Stress Withdrawal Design GLASS SNEEZE GUARD CALCULATION FASTENER VERIFICATION Allowable Bending Stress Allowable Shear Stress Bending Stress H f M E e b Page 20 of 28 215 W 4th St 1/22/2025 Appendix III Floor Joist Calculations Page 21 of 28 215 W 4th St 1/22/2025 Multiple Simple Beam LIC# : KW-06017019, Build:20.23.08.30 ROMB STRUCTURAL ENGINEERING (c) ENERCALC INC 1983-2023 Project File: 215 W 4th.ec6 Project Title:215 W 4th St. Engineer:ROMB Project ID:24-186 Project Descr: FLOOR JOISTS - PARTITION WALL / SNEEZE GUARD SUPPORT, BEAMDescription : BEAM Size :2-2x8, Sawn, Fully Braced Using Load Resistance Factor Design with ASCE 7-16 Load Combinations, Major Axis Bending Wood Beam Design : Calculations per NDS 2018, IBC 2018, CBC 2019, ASCE 7-16 Douglas Fir-Larch (North)No.2 875.0 875.0 600.0 625.0 1,300.0 470.0 170.0 425.0 30.590 Eminbend - xx ksi Wood Species :Wood Grade : Fb - Tension psi psi Fv psi Fb - Compr Ft psi Fc - Prll psi psiFc - Perp Ebend- xx ksi Density pcf 2-2x8 F.J. (longer joist) / PARTITION WALL ONLY Applied Loads Unif Load: D = 0.0140, L = 0.040 k/ft, Trib= 1.330 ft Unif Load: D = 0.010 k/ft, Trib= 14.0 ft .Design Summary Max fb/Fb Ratio =0.593 : 1 Max Reactions (k)HEWSLLr +1.20D+0.50Lr+1.60L+1.60HLoad Comb : Span # 1 Left Support D in 4.625 inft 76.73 psi Fb : Allowable :2,268.00 psi Right Support Fv : Allowable :Span # 1 Load Comb :+1.20D+0.50Lr+1.60L+1.60H 367.20 psi fb : Actual : Max fv/FvRatio =0.209 : 1 8.664 ft 1,345.22 psi at atfv : Actual : Ratio 9999 Ratio 9999 Max Deflections Transient Downward 0.071 in Transient Upward 0.000 in Total Downward 0.283 in Total Upward 0.000 in 0.73 0.250.73 0.25 Ratio 1560 391Ratio LC: L Only LC: +D+L+H LC:LC: BEAM Size :2x8, Sawn, Fully Braced Using Load Resistance Factor Design with ASCE 7-16 Load Combinations, Major Axis Bending Wood Beam Design : Calculations per NDS 2018, IBC 2018, CBC 2019, ASCE 7-16 Douglas Fir-Larch (North)No.2 875.0 875.0 600.0 625.0 1,300.0 470.0 170.0 425.0 30.590 Eminbend - xx ksi Wood Species :Wood Grade : Fb - Tension psi psi Fv psi Fb - Compr Ft psi Fc - Prll psi psiFc - Perp Ebend- xx ksi Density pcf (E)2x8 F.J. (longer joist) / LOW WALL Applied Loads Unif Load: D = 0.0140, L = 0.040 k/ft, Trib= 1.330 ft Unif Load: D = 0.010 k/ft, Trib= 2.820 ft .Design Summary Max fb/Fb Ratio =0.609 : 1 Max Reactions (k)HEWSLLr +1.20D+0.50Lr+1.60L+1.60HLoad Comb : Span # 1 Left Support D in 4.625 inft 78.72 psi Fb : Allowable :2,268.00 psi Right Support Fv : Allowable :Span # 1 Load Comb :+1.20D+0.50Lr+1.60L+1.60H 367.20 psi fb : Actual : Max fv/FvRatio =0.214 : 1 8.664 ft 1,380.11 psi at atfv : Actual : Ratio 9999 Ratio 9999 Max Deflections Transient Downward 0.142 in Transient Upward 0.000 in Total Downward 0.267 in Total Upward 0.000 in 0.22 0.25 0.22 0.25 Ratio 780 414Ratio LC: L Only LC: +D+L+H LC:LC: Page 22 of 28 215 W 4th St 1/22/2025 Multiple Simple Beam LIC# : KW-06017019, Build:20.23.08.30 ROMB STRUCTURAL ENGINEERING (c) ENERCALC INC 1983-2023 Project File: 215 W 4th.ec6 Project Title:215 W 4th St. Engineer:ROMB Project ID:24-186 Project Descr: BEAM Size :2x8, Sawn, Fully Braced Using Load Resistance Factor Design with ASCE 7-16 Load Combinations, Major Axis Bending Wood Beam Design : Calculations per NDS 2018, IBC 2018, CBC 2019, ASCE 7-16 Douglas Fir-Larch (North)No.2 875.0 875.0 600.0 625.0 1,300.0 470.0 170.0 425.0 30.590 Eminbend - xx ksi Wood Species :Wood Grade : Fb - Tension psi psi Fv psi Fb - Compr Ft psi Fc - Prll psi psiFc - Perp Ebend- xx ksi Density pcf (E)2x8 F.J. (longer joist) / LOW WALL + SNEEZE GUARD Applied Loads Unif Load: D = 0.0140, L = 0.040 k/ft, Trib= 1.330 ft Unif Load: D = 0.010 k/ft, Trib= 2.820 ft Unif Load: D = 0.010 k/ft, Trib= 2.170 ft .Design Summary Max fb/Fb Ratio =0.721 : 1 Max Reactions (k)HEWSLLr +1.20D+0.50Lr+1.60L+1.60HLoad Comb : Span # 1 Left Support D in 4.625 inft 93.23 psi Fb : Allowable :2,268.00 psi Right Support Fv : Allowable :Span # 1 Load Comb :+1.20D+0.50Lr+1.60L+1.60H 367.20 psi fb : Actual : Max fv/FvRatio =0.254 : 1 8.664 ft 1,634.44 psi at atfv : Actual : Ratio 9999 Ratio 9999 Max Deflections Transient Downward 0.142 in Transient Upward 0.000 in Total Downward 0.326 in Total Upward 0.000 in 0.32 0.250.32 0.25 Ratio 780 341Ratio LC: L Only LC: +D+L+H LC:LC: BEAM Size :2-2x8, Sawn, Fully Braced Using Load Resistance Factor Design with ASCE 7-16 Load Combinations, Major Axis Bending Wood Beam Design : Calculations per NDS 2018, IBC 2018, CBC 2019, ASCE 7-16 Douglas Fir-Larch (North)No.2 875.0 875.0 600.0 625.0 1,300.0 470.0 170.0 425.0 30.590 Eminbend - xx ksi Wood Species :Wood Grade : Fb - Tension psi psi Fv psi Fb - Compr Ft psi Fc - Prll psi psiFc - Perp Ebend- xx ksi Density pcf (E)2x8 F.J. (shorter joist) / PARTITION WALL ONLY Applied Loads Unif Load: D = 0.0140, L = 0.040 k/ft, Trib= 1.330 ft Unif Load: D = 0.010 k/ft, Trib= 14.0 ft .Design Summary Max fb/Fb Ratio =0.316 : 1 Max Reactions (k)HEWSLLr +1.20D+0.50Lr+1.60L+1.60HLoad Comb : Span # 1 Left Support D in 3.375 inft 53.00 psi Fb : Allowable :2,268.00 psi Right Support Fv : Allowable :Span # 1 Load Comb :+1.20D+0.50Lr+1.60L+1.60H 367.20 psi fb : Actual : Max fv/FvRatio =0.144 : 1 6.165 ft 716.34 psi at atfv : Actual : Ratio 9999 Ratio 9999 Max Deflections Transient Downward 0.020 in Transient Upward 0.000 in Total Downward 0.080 in Total Upward 0.000 in 0.54 0.180.54 0.18 Ratio 4015 1008Ratio LC: L Only LC: +D+L+H LC:LC: Page 23 of 28 215 W 4th St 1/22/2025 Multiple Simple Beam LIC# : KW-06017019, Build:20.23.08.30 ROMB STRUCTURAL ENGINEERING (c) ENERCALC INC 1983-2023 Project File: 215 W 4th.ec6 Project Title:215 W 4th St. Engineer:ROMB Project ID:24-186 Project Descr: BEAM Size :2x8, Sawn, Fully Braced Using Load Resistance Factor Design with ASCE 7-16 Load Combinations, Major Axis Bending Wood Beam Design : Calculations per NDS 2018, IBC 2018, CBC 2019, ASCE 7-16 Douglas Fir-Larch (North)No.2 875.0 875.0 600.0 625.0 1,300.0 470.0 170.0 425.0 30.590 Eminbend - xx ksi Wood Species :Wood Grade : Fb - Tension psi psi Fv psi Fb - Compr Ft psi Fc - Prll psi psiFc - Perp Ebend- xx ksi Density pcf (N)2x8 F.J. (AT RAMP) - DIST. BETWEEN SUPPORTS Applied Loads Unif Load: D = 0.0140, L = 0.040 k/ft, Trib= 1.330 ft .Design Summary Max fb/Fb Ratio =0.010 : 1 Max Reactions (k)HEWSLLr +1.20D+0.50Lr+1.60L+1.60HLoad Comb : Span # 1 Left Support D in 0.665 inft 0.92 psi Fb : Allowable :2,268.00 psi Right Support Fv : Allowable :Span # 1 Load Comb :+1.20D+0.50Lr+1.60L+1.60H 367.20 psi fb : Actual : Max fv/FvRatio =0.003 : 1 0.727 ft 21.70 psi at atfv : Actual : Ratio 9999 Ratio 9999 Max Deflections Transient Downward 0.000 in Transient Upward 0.000 in Total Downward 0.000 in Total Upward 0.000 in 0.01 0.040.01 0.04 Ratio 9999 9999Ratio LC:LC: LC:LC: BEAM Size :2x8, Sawn, Fully Braced Using Load Resistance Factor Design with ASCE 7-16 Load Combinations, Major Axis Bending Wood Beam Design : Calculations per NDS 2018, IBC 2018, CBC 2019, ASCE 7-16 Douglas Fir-Larch (North)No.2 875.0 875.0 600.0 625.0 1,300.0 470.0 170.0 425.0 30.590 Eminbend - xx ksi Wood Species :Wood Grade : Fb - Tension psi psi Fv psi Fb - Compr Ft psi Fc - Prll psi psiFc - Perp Ebend- xx ksi Density pcf (N)2x8 F.J. (AT RAMP LANDING) Applied Loads Unif Load: D = 0.0140, L = 0.040 k/ft, Trib= 1.330 ft .Design Summary Max fb/Fb Ratio =0.135 : 1 Max Reactions (k)HEWSLLr +1.20D+0.50Lr+1.60L+1.60HLoad Comb : Span # 1 Left Support D in 2.500 inft 28.16 psi Fb : Allowable :2,268.00 psi Right Support Fv : Allowable :Span # 1 Load Comb :+1.20D+0.50Lr+1.60L+1.60H 367.20 psi fb : Actual : Max fv/FvRatio =0.077 : 1 4.400 ft 306.67 psi at atfv : Actual : Ratio 9999 Ratio 9999 Max Deflections Transient Downward 0.012 in Transient Upward 0.000 in Total Downward 0.016 in Total Upward 0.000 in 0.05 0.130.05 0.13 Ratio 4940 3659Ratio LC: L Only LC: +D+L+H LC:LC: Page 24 of 28 215 W 4th St 1/22/2025 Multiple Simple Beam LIC# : KW-06017019, Build:20.23.08.30 ROMB STRUCTURAL ENGINEERING (c) ENERCALC INC 1983-2023 Project File: 215 W 4th.ec6 Project Title:215 W 4th St. Engineer:ROMB Project ID:24-186 Project Descr: BEAM Size :4x8, Sawn, Fully Braced Using Load Resistance Factor Design with ASCE 7-16 Load Combinations, Major Axis Bending Wood Beam Design : Calculations per NDS 2018, IBC 2018, CBC 2019, ASCE 7-16 Douglas Fir-Larch (North)No.2 875.0 875.0 600.0 625.0 1,300.0 470.0 170.0 425.0 30.590 Eminbend - xx ksi Wood Species :Wood Grade : Fb - Tension psi psi Fv psi Fb - Compr Ft psi Fc - Prll psi psiFc - Perp Ebend- xx ksi Density pcf (N)4x8 BEAM AT RAMP Applied Loads Beam self weight calculated and added to loads Unif Load: D = 0.0140, L = 0.040 k/ft, Trib= 4.50 ft .Design Summary Max fb/Fb Ratio =0.104 : 1 Max Reactions (k)HEWSLLr +1.20D+0.50Lr+1.60L+1.60HLoad Comb : Span # 1 Left Support D in 1.880 inft 33.36 psi Fb : Allowable :2,457.00 psi Right Support Fv : Allowable :Span # 1 Load Comb :+1.20D+0.50Lr+1.60L+1.60H 367.20 psi fb : Actual : Max fv/FvRatio =0.091 : 1 3.400 ft 254.59 psi at atfv : Actual : Ratio 5944 Ratio 4308 Max Deflections Transient Downward 0.006 in Transient Upward -0.004 in Total Downward 0.008 in Total Upward -0.006 in 0.13 0.340.21 0.56 Ratio 7800 5652Ratio LC: L Only LC: +D+L+H LC: L Only LC: +D+L+H Page 25 of 28 215 W 4th St 1/22/2025 Appendix IV Pad Calculations Page 26 of 28 215 W 4th St 1/22/2025 General Footing LIC# : KW-06017019, Build:20.23.08.30 ROMB STRUCTURAL ENGINEERING (c) ENERCALC INC 1983-2023 DESCRIPTION:PAD AT RAMP Project File: 215 W 4th.ec6 Project Title:215 W 4th St. Engineer:ROMB Project ID:24-186 Project Descr: Code References Calculations per ACI 318-14, IBC 2018, CBC 2019, ASCE 7-16 Load Combinations Used : IBC 2021 General Information Material Properties Soil Design Values 1.50 Analysis Settings 100.0 ksi No ksfAllowable Soil Bearing = = 2.50 60.0 3,122.0 145.0 =0.250Flexure=0.90 Shear = ValuesM 0.00180 Soil Passive Resistance (for Sliding) 1.0 = Increases based on footing plan dimension Add Pedestal Wt for Soil Pressure No: Use Pedestal wt for stability, mom & shear No: Allowable pressure increase per foot of depth =ksfwhen max. length or width is greater than =ft : = Add Ftg Wt for Soil Pressure Yes Yes:Use ftg wt for stability, moments & shears when footing base is below ft pcf Increase Bearing By Footing Weight =pcf Min. Overturning Safety Factor = : 1 Increases based on footing Depth0.750 = Soil/Concrete Friction Coeff. Ec : Concrete Elastic Modulus = =Footing base depth below soil surface ft =Allow press. increase per foot of depth ksf = : 11.0Min. Sliding Safety Factor = = Concrete Density = Min Allow % Temp Reinf. ksif'c : Concrete 28 day strength fy : Rebar Yield ksi Min Steel % Bending Reinf. Soil Density =110.0 pcf # Dimensions Width parallel to X-X Axis 1.50 ft Length parallel to Z-Z Axis = 1.50 ft =Pedestal dimensions... px : parallel to X-X Axis in pz : parallel to Z-Z Axis in Height == in Footing Thickness = 18.0 in= Rebar Centerline to Edge of Concrete... =inat Bottom of footing 3.0 Reinforcing # Bars parallel to X-X Axis Reinforcing Bar Size = 4 Number of Bars = 4.0 Bars parallel to Z-Z Axis Reinforcing Bar Size =4 Number of Bars =4 Bandwidth Distribution Check (ACI 15.4.4.2) Direction Requiring Closer Separation n/a # Bars required within zone n/a # Bars required on each side of zone n/a Applied Loads 0.210 0.560 D Lr ksf L S P : Column Load OB : Overburden = k W E M-zz V-x = =k V-z k M-xx = k-ft= k-ft H = Page 27 of 28 215 W 4th St 1/22/2025 General Footing LIC# : KW-06017019, Build:20.23.08.30 ROMB STRUCTURAL ENGINEERING (c) ENERCALC INC 1983-2023 DESCRIPTION:PAD AT RAMP Project File: 215 W 4th.ec6 Project Title:215 W 4th St. Engineer:ROMB Project ID:24-186 Project Descr: PASS n/a Sliding - X-X 0.0 k 0.0 k No Sliding PASS n/a Sliding - Z-Z 0.0 k 0.0 k No Sliding DESIGN SUMMARY Design OK Governing Load CombinationMin. Ratio Item Applied Capacity PASS 0.3731 Soil Bearing 0.5597 ksf 1.50 ksf +D+L about Z-Z axis PASS n/a Overturning - X-X 0.0 k-ft 0.0 k-ft No Overturning PASS n/a Overturning - Z-Z 0.0 k-ft 0.0 k-ft No Overturning PASS n/a Uplift 0.0 k 0.0 k No Uplift PASS 0.004160 Z Flexure (+X)0.1435 k-ft/ft 34.494 k-ft/ft +1.20D+1.60L PASS 0.004160 Z Flexure (-X)0.1435 k-ft/ft 34.494 k-ft/ft +1.20D+1.60L PASS 0.004160 X Flexure (+Z)0.1435 k-ft/ft 34.494 k-ft/ft +1.20D+1.60L PASS 0.004160 X Flexure (-Z)0.1435 k-ft/ft 34.494 k-ft/ft +1.20D+1.60L PASS n/a 1-way Shear (+X)0.0 psi 75.0 psi n/a PASS 0.0 1-way Shear (-X)0.0 psi 0.0 psi n/a PASS n/a 1-way Shear (+Z)0.0 psi 75.0 psi n/a PASS n/a 1-way Shear (-Z)0.0 psi 75.0 psi n/a PASS n/a 2-way Punching 0.3755 psi 75.0 psi +1.20D+1.60L Page 28 of 28 215 W 4th St 1/22/2025