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Home My WebLink About400 S Baldwin Ave - 2024 - Bafang Dumplings Interior DemoPARKING LOT PARKING LOT PARKING LOT PARKING LOT PARKING LOT PARKING LOT PARKING LOTPARKING LOT HUNTINGTON DR HUNTINGTON DR HUNTING T O N D R S B A L D W I N A V E S B A L D W I N A V E HUGO R E I D D R BALBOA D R S O L D R A N C H R D VICT O R I A D R GA T E 3 S O L D R A N C H R D PROJECT LOCATION Project Contact: Email: Principal: Project Manager ADC Project No: Ken Burgess KBurgess@adcollaborative.com Craig Chinn KEN BURGESS laguna hills, ca 92653 www.adcollaborative.com 23231 south pointe drive 949.267.1660 SA N T A A N I T A L L - B A F A N G D U M P L I N G S 40 0 S B A L D W I N A V E . , S U I T E F 1 8 AR C A D I A , C A , 9 1 0 0 7 Client COPYRIGHT C 23087 Sheet Issue & Revision Log 1 2024-04-05 1ST BUILDING RESUBMITTAL 2 2024-05-17 2nd BUILDING RESUBMITTAL 3 2024-05-22 FIRE RESUBMITTAL Name Addr: City: State: Zip: AVISON YOUNG 2030 MAIN ST #150 IRVINE CA 92614 LIC E N S E D ARCHIT E C T S T A T E OF CA L I F O R NIA TITLE SHEET A0.0 ABBREVIATIONS PROJECT DIRECTORYPROJECT DESCRIPTIONCODE SUMMARYGENERAL NOTESSYMBOLS SCALE: N.T.S.1SITE PLAN (REFERENCE ONLY) SEPARATE PERMIT DEFERRED APPROVAL PROJECT LOCATION ARCHITECT:ARCHITECTURE DESIGN COLLABORATIVE CRAIG CHINN 23231 SOUTH POINTE DR. LAGUNA HILLLS, CA 92653 (949) 267-1660 MEP: NY-ENGINEERS ASHISH MANTRI 382 NE 191 ST, SUITE 49674 MIAMI, FL 33179 (646) 971-0636 LANDLORD REPRESENTATIVE:AVISON YOUNG KARLA ALBA (818) 438-0706 karla.alba@avisonyoung.com ASSISTANT PROPERTY MANAGER:SHOPS AT SANTA ANITA SHANNON YSAAC (626) 462-8511 400 S BALDWIN AVE. SUITE 231 ARCADIA, CA 91007 SHANNON@SHOPSATSANTANITA.COM LEAD ENGINEER:SHOPS AT SANTA ANITA FERNANDO DE SANTIAGO (626) 462-8525 400 S BALDWIN AVE. SUITE 231 ARCADIA, CA 91007 FERNANDO@SHOPSATSANTANITA.COM STRUCTURAL:STRUCTURAL FOCUS DAVID W. COCKE 310-323-9924 19210 S VERMONT AVE. GARDENA, CA 90248 PROJECT SCOPE: VANILLA SHELL PLAN CHECK REVIEW. FALL TENANT IMPROVEMENET REVIEW WILL BE DONE DURING TENANT IMPROVEMENT COMPLETE PLAN CHECK SUBMITTAL FOR OCCUPANCY. INTERIOR DEMO OF DEMISING WALLS, RESTROOMS, CEILING. SQUARE FOOTAGE: 2555 SQUARE FEET (APPROXIMATE) SQUARE FOOTAGE CALCULATIONS: THE CALCULATIONS OF THE DIMENSIONS AND SQUARE FOOTAGE OF THE LEASED PREMISES ARE FROM THE CENTERLINE OF THE INTERIOR PARTITIONS, FROM THE OUTSIDE FACE OF EXTERIOR WALLS, AND FROM THE FULL THICKNESS OF CORRIDOR AND SHAFT WALLS. NO DEDUCTIONS ARE ALLOWED FOR THE SPACE OCCUPIED BY COLUMNS, INTERIOR PARTITIONS, OR OTHER INTERIOR CONSTRUCTION OR EQUIPMENT INSTALLED OR PLACED IN THE LEASED PREMISES. THE APPLICABLE CODES ARE THE FOLLOWING: 2022 COUNTY OF LOS ANGELES BUILDING CODE (TITLE 26) 2022 COUNTY OF LOS ANGELES ELECTRICAL CODE (TITLE 27) 2022 COUNTY OF LOS ANGELES PLUMBING CODE (TITLE 28) 2022 COUNTY OF LOS ANGELES MECHANICAL CODE (TITLE 29) 2022 COUNTY OF LOS ANGELES FIRE CODE 2022 CALIFORNIA TITLE 24 PART 6 ENERGY CODE 2022 CALIFORNIA BUILDING CODE COUNTY OF LOS ANGELES ENVIRONMENTAL HEALTH RETAIL CONSTRUCTION GUIDE THIS PROJECT SHALL ALSO COMPLY WITH THE APPLICABILITY CODES AND STANDARDS OF THE NATIONAL FIRE PROTECTION ASSOCIATION (NFPA) 1.BUILDING CODE REQUIREMENTS SHALL TAKE PRECEDENCE OVER THE DRAWINGS AND IT SHALL BE THE RESPONSIBILITY OF ANYONE SUPPLYING LABOR OR MATERIALS OR BOTH TO BRING TO THE ATTENTION OF THE ARCHITECT ANY DISCREPANCIES OR CONFLICT BETWEEN THE REQUIREMENTS OF THE CODE AND THE DRAWINGS. THE CONTRACTOR SHALL CONFORM TO AND ABIDE BY ALL LOCAL, CITY, COUNTY, AND STATE BUILDING AND SAFETY LAWS. SUCH LAWS SHALL BE CONSIDERED AS PART OF THESE SPECIFICATIONS AND THE PROVISIONS OF SUCH REGULATIONS SHALL BE OBSERVED. SHOULD THE CONTRACTOR PERFORM ANY WORK CONTRARY TO SUCH LAWS OR REGULATIONS, HE SHALL BEAR ALL COSTS ARISING. 2.THE CURRENT ADOPTED EDITION OF THE STANDARD BUILDING CODE, AMERICANS WITH DISABILITIES ACT REGULATIONS (A.D.A.), AND ALL OTHER APPLICABLE CODES, AS ADOPTED BY THE GOVERNING AGENCIES HAVING JURISDICTION, SHALL BE CONSIDERED A PART OF THESE CONSTRUCTION DOCUMENTS. ALL WORK, INCLUDING MATERIALS AND WORKMANSHIP, SHALL CONFORM TO THE REQUIREMENTS OF LOCAL CODES, LAWS, AND ORDINANCES AND THE CURRENT ADOPTED EDITIONS OF THE STANDARD MECHANICAL CODE, STANDARD PLUMBING CODE, AND THE NATIONAL ELECTRICAL CODE. IN THE EVENT OF A CONFLICT WITH CODE REQUIREMENTS AND ITEMS CALLED OUT ON THE PLANS, THAT CODE OR CALL-OUT WHICH ESTABLISHES THE HIGHER STANDARD SHALL TAKE PRECEDENCE. 3.THE INTENT OF THE CONTRACT DOCUMENTS IS TO INCLUDE ALL LABOR, MATERIALS, EQUIPMENT, AND TRANSPORTATION NECESSARY FOR THE COMPLETE AND PROPER EXECUTION OF THE WORK. THE CONTRACT DOCUMENTS ARE COMPLIMENTARY AND WHAT IS REQUIRED BY ANY ONE SHALL BE AS IF REQUIRED BY ALL. WORK NOT COVERED IN THE CONTRACT WILL NOT BE REQUIRED UNLESS IT IS CONSISTENT THEREWITH AND IS REASONABLY INFERRED THEREFROM AS BEING NECESSARY TO PRODUCE THE INTENDED RESULTS. 4.DRAWINGS AND SPECIFICATIONS REPRESENT THE FINISHED STRUCTURE. THEY DO NOT INDICATE THE METHOD OF CONSTRUCTION. THE CONTRACTOR SHALL PROVIDE ALL MEASURES NECESSARY TO PROTECT THE STRUCTURE DURING CONSTRUCTION. SUCH MEASURES SHALL INCLUDE, BUT NOT BE LIMITED TO, BRACING, SHORING FOR LEADS DUE TO CONSTRUCTION EQUIPMENT, ETC. OBSERVATION VISITS TO THE SITE BY THE ARCHITECT SHALL NOT INCLUDE INSPECTION OF THE ABOVE ITEMS. 5.THE CONTRACTOR SHALL VISIT THE JOB SITE PRIOR TO BIDDING, CAREFULLY EXAMINE THE DRAWINGS AND SPECIFICATIONS, AND DETERMINE TO HIS SATISFACTION THE METHODS OF REMOVAL AND STORAGE OF MATERIALS, THE SEQUENCING OF OPERATIONS AND THE PROBLEMS ATTENDANT THERETO, AND SHALL VERIFY ALL DIMENSIONS AND CONDITIONS PRIOR TO BEGINNING WORK. SHOULD ANY CONDITION ARISE WHERE THE INTENT OF THE DRAWINGS IS IN DOUBT OR WHERE THERE IS A DISCREPANCY BETWEEN THE DRAWINGS AND FIELD CONDITIONS, THE ARCHITECT SHALL BE NOTIFIED IMMEDIATELY FOR CLARIFICATION. NO ALLOWANCE WILL BE MADE TO THE CONTRACTOR FOR ANY ERROR THROUGH NEGLIGENCE IN OBSERVING THE SITE CONDITIONS. ON-SITE VERIFICATION OF ALL DIMENSIONS AND CONDITIONS SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR. 6.THE CONTRACTOR SHALL REVIEW ALL DOCUMENTS RELATED TO THIS PROJECT FOR ERRORS, OMISSIONS, AND DISCREPANCIES PRIOR TO THE START OF CONSTRUCTION. SHOULD ERRORS, OMISSIONS, OR DISCREPANCIES APPEAR IN THE DRAWINGS OR SPECIFICATIONS, OR IN THE WORK DONE BY OTHERS AFFECTING THIS WORK, THE ARCHITECT SHALL BE NOTIFIED AT ONCE AND SHALL ISSUE INSTRUCTIONS AS TO HOW TO PROCEED. IF THE CONTRACTOR PROCEEDS WITH WORK SO AFFECTED WITHOUT INSTRUCTIONS FROM THE ARCHITECT, THE CONTRACTOR SHALL MAKE GOOD ANY RESULTING ERROR, DAMAGE, OR DEFECT. THE CONTRACTOR SHALL ARRANGE A PRE-CONSTRUCTION MEETING TO REVIEW ERRORS, OMISSIONS, AND DISCREPANCIES PRIOR TO THE PERFORMANCE OF ANY WORK. 7.DIMENSIONS SHALL TAKE PRECEDENCE OVER SCALES SHOWN ON THE DRAWINGS. DO NOT SCALE THE DRAWINGS. ALL DIMENSIONS ARE TO FACE OF CONCRETE, CENTERLINE OF COLUMNS AND BEAMS AND FACE OF FINISH, UNLESS NOTED OTHERWISE. FINISH FLOOR ELEVATIONS ARE TO TOP OF FINISHED SURFACE. CEILING HEIGHTS ARE TO FINISHED SURFACES. 8.DETAILED DRAWINGS AND SPECIFICATIONS TAKE PRECEDENCE OVER GENERAL DRAWINGS AND SPECIFICATIONS. WHERE NO DETAILS ARE SHOWN, CONSTRUCTION SHALL CONFORM TO SIMILAR WORK ON THE PROJECT. TYPICAL DETAILS AND GENERAL NOTES ARE MINIMUM REQUIREMENTS TO BE USED WHEN CONDITIONS ARE NOT AS SHOWN. 9.CONSTRUCTION MATERIALS SHALL BE SPREAD OUT IF PLACED ON FRAMED FLOORS OR ROOF. LOADS SHALL NOT EXCEED THE DESIGN LIVE LOAD PER SQUARE FOOT. PROVIDE ADEQUATE SHORING AND/OR BRACING WHERE STRUCTURE HAS NOT ATTAINED DESIGN STRENGTH. 10.THE ARCHITECT MAKES NO GUARANTEES FOR PRODUCTS IDENTIFIED BY TRADE NAME OR MANUFACTURER. 11.THE CONTRACTOR SHALL TAKE ALL NECESSARY PRECAUTIONARY MEASURES TO PROTECT THE PUBLIC AND ADJACENT PROPERTIES FROM DAMAGE THROUGHOUT CONSTRUCTION. BARRICADES SHALL BE ERECTED PER LOCAL DEPARTMENT OF BUILDING AND SAFETY AND AS REQUIRED FOR SECURITY. 12.CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING THE INTEGRITY OF FIRE RATED WALLS (I.E. NO GAPS, HOLES, VOIDS, UNSEALED PENETRATIONS, ETC. BEYOND THAT WHICH THE CODE ALLOWS). 13.ALL FLOOR AND WALL OPENINGS, SLEEVES, VARIATIONS IN THE STRUCTURAL SLAB ELEVATIONS, DEPRESSED AREAS, AND ALL OTHER ARCHITECTURAL, MECHANICAL, ELECTRICAL, AND/OR CIVIL REQUIREMENTS MUST BE COORDINATED BEFORE THE CONTRACTOR PROCEEDS WITH CONSTRUCTION. 14.CONTRACTOR SHALL PROVIDE AND INSTALL ALL STIFFENERS, BRACING, BACK-UP BLOCKING AND SUPPORTING BRACKETS REQUIRED FOR THE INSTALLATION OF ALL CASEWORK, STAIR RAILINGS, TOILET ROOM ACCESSORIES AND PARTITIONS, AND FOR ALL WALL MOUNTED OR SUSPENDED MECHANICAL, PLUMBING, ELECTRICAL, OR MISCELLANEOUS EQUIPMENT. 15.ALL RUBBISH AND DEBRIS RESULTING FROM DEMOLITION AND/OR NEW WORK IS THE PROPERTY OF THE CONTRACTOR AND SHALL BE DISPOSED OF OFF-SITE IN A LEGAL MANNER AND IS NOT TO BE ALLOWED TO ACCUMULATE. BURNING OF DEBRIS IS PROHIBITED. 16.THE SECOND FLOOR CONSISTS OF PRECAST SPANCRETE PLANKS WITH A CONCRETE TOPPING SLAB. ALL PLANNED PENETRATIONS MUST BE X-RAYED AND OR SANNED TO COVER AND MUST BE REVIEWED BY LL STRUCTURAL ENGINEER. DO NOT CUT (E) REINFORCING OR PRESTRESSED STRANDS. NN #NUMBER, POUND AB ANCHOR BOLT ABV ABOVE ACT ACOUSTICAL CEILING TILE ADJ ADJUSTABLE AFF ABOVE FINISH FLOOR AGGR AGGREGATE ALT ALTERNATE ALUM ALUMINUM APPRX APPROXIMATE ARCH ARCHITECT(URAL) ASPH ASPHALT B.O.BOTTOM OF BD BOARD BITUM BITUMINOUS BLDG BUILDING BLKG BLOCKING BLKHD BULKHEAD BLW BELOW BRKT BRACKET BTWN BETWEEN BU BUILT UP BUR BUILD UP ROOF C.B CATCH BASIN C.G. CORNER GUARD C.I.CONT. INSULATION C.M.U.CONC. MASONRY UNIT CAB CABINET CALK CAULKING CEM CEMENT CER CERAMIC CJ CONTROL JOINT CL CENTER LINE CLNG CEILING CLOS CLOSET CLR CLEAR CO CLEAN OUT COL COLUMN CONC CONCRETE CONN CONNECTION CONST.CONSTRUCTION CONT CONTINUOUS CORR CORRIDOR CP CONTROL PANEL CPT CARPET CT CERAMIC TILE CTR CENTER CTSK COUNTERSINK D.F.DRINKING FOUNTAIN DBL DOUBLE DEMO DEMOLITION DEPT DEPARTMENT DET DETAIL DIA DIAMETER DIAG DIAGONAL DIFF DIFFUSER DIM DIMENSION DISP DISPENSER DN DOWN DOCS.DOCUMENTS DR DOOR DS DOWNSPOUT DWG DRAWING (E)EXISTING E EAST EA EACH EIFS EXTERIOR INSULATION & FINISH SYSTEM E.J.EXPANSION JOINT EL. ELEVATION ELEC ELECTRIC(AL) ELEV ELEVATOR EMER EMERGENCY ENG ENGINEERING ENCL ENCLOSURE EOS EDGE OF SLAB EQ EQUAL EQUIP EQUIPMENT EW EACH WAY EWC ELECTRIC WATER COOLER EWH ELECTRIC WATER HEATER EXP. EXPOSED EXPAN EXPANSION EXT EXTERIOR F/F FACE TO FACE F.F.E. FINISH FLOOR ELEVATION FF&E FIXTURES, FURNITURE & EQUIPMENT F.O. FACE OF F.O.C. FACE OF CONCRETE F.O.F. FACE OF FINISH F.O.M. FACE OF MASONRY F.O.S. FACE OF STUD F.S. FLOOR SINK FA FIRE ALARM FAP FIRE ENUNCIATOR PANEL FD FLOOR DRAIN FDN FOUNDATION FE FIRE EXTINGUISHER FEC FIRE EXTINGUISHER CABINET FH FIRE HYDRANT FHC FIRE HOSE CABINET FIN FINISH FIN FL.FINISH FLOOR FLASH FLASHING FLR FLOOR FLUOR FLUORESCENT FRP FIBERGLASS REINFORCED PLASTIC FT FOOT OR FEET FTG FOOTING FURR FURRING FUT FUTURE GA GAUGE GAL GALLON GALV GALVANIZED GB GRAB BAR GC GENERAL CONTRACTOR GL GLASS GLA GROSS LEASABLE AREA GLB GLUE LAMINATED BEAM GND GROUND GR GRADE GR.BM.GRADE BEAM GYP GYPSUM H.B. HOSE BIB H.C. HOLLOW CORE HC HANDICAPPED HDR HEADER HDWD HARDWOOD HDWR HARDWARE HMH HOLLOW METAL HORIZ HORIZONTAL HR HOUR HT HEIGHT ID INSIDE DIAMETER IN INCH INCAN INCANDESCENT INSUL INSULATION INT INTERIOR INV INVERT J-BOX JUNCTION BOX JAN JANITOR JST JOIST JT JOINT KD KNOCK DOWN GR. KITCHEN KO KNOCK OUT LAB LABORATORY LAM LAMINATE LAV LAVATORY LB(S)POUNDS LDG LANDING LKR LOCKER LLWL LANDLORD WORK LETTER LOD LEASE OUTLINE DRAWING LT LIGHT LVT LUXURY VINYL TILE MACH.MACHINE MAX MAXIMUM MECH MECHANICAL MEMB MEMBRANE MEZZ MEZZANINE MFG MANUFACTURING MFR MANUFACTURER MH MANHOLE MIN MINIMUM MIR. MIRROR MISC MISCELLANEOUS ML METAL LATH MO MASONRY OPENING MTD MOUNTED MTL METAL MULL MULLION (N) NEW N NORTH NA NOT APPLICABLE NIC NOT IN CONTRACT NO NUMBER NOM NOMINAL NR NO RATING NTS NOT TO SCALE O/OVER O.C. ON CENTER O.F.C.I OWNER FURNISHED, CONTRACTOR INSTALLED O.F.O.I.OWNER FURNISHED, OWNER INSTALLED O.P. OVERFLOW PIPE OA OVERALL OD OUTSIDE DIAMETER OH OPPOSITE HAND OPNG OPENING OPP OPPOSITE OPT. OPTIONAL ORIG ORIGINAL P.I.P. PROTECT IN PLACE PART PARTITION PCST. PRECAST PERIM PERIMETER PG PAINT GRADE PL. PLATE PLAM PLASTIC LAMINATE PLAS. PLASTER PLUMB PLUMBING PLYWD PLYWOOD PT PAINT PTD PAINTED R RISER RAD RADIUS RCP REFLECTED CEILING PLAN RD ROOF DRAIN RE REFER REF REFRIGERATOR REFER.REFERENCE REINF REINFORCED REQ.REQUIRED RESIL RESILIENT RM ROOM RO ROUGH OPENING RT. RIGHT RTU ROOF TOP UNIT (MECH) RUB. RUBBER S SOUTH S.C. SOLID CORE SAFB SOUND ATTENUATION FIBER BATT SC SCUPPER SCHED SCHEDULE SEAL SEALANT SECT SECTION SF SQUARE FOOT SHT SHEET SIM SIMILAR SPEC SPECIFICATION SQ SQUARE SS STAINLESS STEEL STD STANDARD STL STEEL STOR STORAGE STRUCTSTRUCTURAL SUSP SUSPENDED SYM SYMMETRICAL T TREAD T&G TONGUE & GROOVE T.O.TOP OF T.O.C. TOP OF CURB T.O.P. TOP OF PARAPET T.O.R. TOP OF ROOF T.O.S. TOP OF SURFACE T.P. TOP OF PAVEMENT TEL TELEPHONE THK THICKNESS THR THRESHOLD TYP TYPICAL UC UNDERCUT UNFIN UNFINISHED UNO UNLESS NOTED OTHERWISE UTIL UTILITY VCT VINYL COMPOSITION TILE VERT VERTICAL VIF VERIFY IN FIELD VWC VINYL WALL COVERING W/WITH W/O WITHOUT W.H. WATER HEATER W.P. WORKPOINT W WEST WC WATER CLOSET WD WOOD WIN WINDOW WP WATERPROOF WSCT.WAINSCOT WT WEIGHT YD. YARD ROOM XX - EXTERIOR ELEVATION ELEVATION NUMBER SHEET NUMBER INTERIOR ELEVATION INTERIOR ELEVATION NUMBER SHEET NUMBER MATERIALS TAGXX-X REVISION1 X X X X GRID INDICATORS GRID INDICATOR - EXISTING GRID INDICATOR - NEW TRUE NORTH PROJECT NORTH VERTICAL ELEVATION DATUM RELATIVE TO FIRST LEVEL DETAIL CALLOUT DETAIL NUMBER SHEET NUMBER SIMILAR BUILDING SECTION SECTION NUMBER SHEET NUMBER SIMILAR WALL SECTION SECTION NUMBER SHEET NUMBER ROOM TAG ROOM NUMBER ROOM AREA OR CEILING HEIGHT @ RCP ROOM NAME KEYNOTE DOOR TAG WINDOW TAG FURNITURE, CASEWORK, EQUIPMENT TAG N WALL TAG LEVEL 1 100'-0" NORTH ARROW XX XX XX XX XX.XX X PROJECT INFORMATION APN: JURISDICTION: CURRENT ZONING: NUMBER OF LEVELS: CONSTRUCTION TYPE: SPRINKLERS: OCCUPANCY TYPE: 1. TENANT SIGNAGE 2. TENANT IMPROVEMENT 1. FIRE SPRINKLER MODIFICATIONS. 2. FIRE ALARM MODIFICATIONS. 3. KITCHEN AUTOMATIC EXTINGUISHING SYSTEM 5775-001-021 ARCADIA, CA CR - REGIONAL COMMERCIAL I-A YES A-2 RESTAURANT X XX SANTA ANITA LL - BAFANG DUMPLINGS 400 S BALDWIN AVE., SUITE F18 ARCADIA, CA, 91007 VICINITY MAP (REFERENCE ONLY)NOTES FROM LANDLORD SHEET INDEX A0.0 TITLE SHEET A0.1 RESPONSIBILITY MATRIX A0.2 SHEET SPECIFICATIONS A0.3.1 ACCESSIBILITY DETAILS (CBC) A0.3.2 ACCESSIBILITY DETAILS (CBC) A0.5 CAL GREEN MANDATORY MEASURES A0.6 CAL GREEN MANDATORY MEASURES A0.7 CAL GREEN MANDATORY MEASURES A1.1 SITE PLAN A1.3 LOWER LEVEL SITE PLAN A1.4 DEMOLITION PLAN A1.5 DEMOLITION PLAN REFLECTED CEILING PLAN A2.1 PROPOSED FLOOR PLAN A3.1 PROPOSED REFLECTIVE CEILING PLAN A4.1 EXTERIOR ELEVATIONS A8.1 SCHEDULES A9.3.2 WALL DETAILS STRUCTURAL S0.1 GENERAL STRUCTURAL NOTES & DRAWING INDEX S0.2 GENERAL STRUCTURAL NOTES CONTINUED S0.3 SYMBOLS & ABBREVIATIONS S1.0 TYPICAL DETAILS S2.1 FLOOR PLAN S2.2 ROOF PLAN MECHANICAL M-1.0 MECHANICAL LEGEND, NOTES & SCHEDULE M-2.0 MECHANICAL FLOOR PLAN M-2.1 MECHANICAL ROOF PLAN M-3.0 MECHANICAL DETAILS(1 OF 2) M-3.1 MECHANICAL DETAILS(2 OF 2) M-4.1 MECHANICAL COMPLIANCE M-4.2 MECHANICAL COMPLIANCE ELECTRICAL E-1 ELECTRICAL SYMBOL LIST, ABBREVIATIONS & GENERAL NOTES E-2 POWER PLAN E-2.1 ROOF POWER PLAN E-3 LIGHTING PLAN E-4 ELECTRICAL RISER DIAGRAM & PANEL SCHEDULE PLUMBING P-1 PLUMBING LEGENDS, NOTES & SCHEDULES P-2 PLUMBING FLOOR PLANS P-2.1 PLUMBING SITE FLOOR PLAN P-3 PLUMBING DETAILS N 1 1 STORY PROJECT SPACE 2 STORIES EXISTING MALL 1 2 2 3 Project Contact: Email: Principal: Project Manager ADC Project No: Ken Burgess KBurgess@adcollaborative.com Craig Chinn KEN BURGESS laguna hills, ca 92653 www.adcollaborative.com 23231 south pointe drive 949.267.1660 SA N T A A N I T A L L - B A F A N G D U M P L I N G S 40 0 S B A L D W I N A V E . , S U I T E F 1 8 AR C A D I A , C A , 9 1 0 0 7 Client COPYRIGHT C 23087 Sheet Issue & Revision Log 1 2024-04-05 1ST BUILDING RESUBMITTAL 2 2024-05-17 2nd BUILDING RESUBMITTAL 3 2024-05-22 FIRE RESUBMITTAL Name Addr: City: State: Zip: AVISON YOUNG 2030 MAIN ST #150 IRVINE CA 92614 LIC E N S E D ARCHIT E C T S T A T E OF CA L I F O R NIA RESPONSIBILITY MATRIX A0.1 NOTES: 1.ALL SUBMITTALS SHOULD BE FORWARDED TO THE ARCHITECT FOR HIS/HER REVIEW ONLY WHEN AND IF THEY HAVE BEEN CHECKED AND STAMP APPROVED BY THE GENERAL CONTRACTOR. CHECKING AND APPROVAL OF SUBMITTALS BY THE ARCHITECT AND/OR ENGINEER OF RECORD IS ONLY FOR GENERAL CONFORMANCE WITH THE INFORMATION GIVEN IN THE CONTRACT DOCUMENTS. THE CONTRACTOR IS RESPONSIBLE FOR DIMENSIONS AND QUANTITIES WHICH SHALL BE CONFIRMED AND CORRELATED AT THE JOB SITE, THE FABRICATION PROCESS AND TECHNIQUES OF CONSTRUCTION, COORDINATION OF THIS WORK WITH THAT OF ALL OTHER TRADES AND SATISFACTORY PERFORMANCE OF THE WORK. 2.CONTRACTOR SHALL SUBMIT REQUIRED SHOP DRAWINGS, PRODUCT DATA, CALCULATIONS, TEST REPORTS, BROCHURES, INSTALLATION INSTRUCTIONS, PRODUCT CUT SHEETS IN DIGITAL FORMAT UNLESS NOTED OTHERWISE. SUBMIT THREE (3) COPIES OF REQUIRED SAMPLES / MOCK-UPS. 3.NO SUBSTITUTIONS SHALL BE MADE WITHOUT THE OWNER'S PRIOR WRITTEN APPROVAL. NOTE: CONTRACTOR TO VERIFY RESPONSIBILITY MATRIX WITH LANDLORD AND TENANT LEASE AGREEMENT CONDITIONS. IF ANY DISCREPANCY IS FOUND, THE ARCHITECT MUST BE NOTIFIED, LANDLORD WORK LETTER SUPERCEDES OVER THE CONTENT OF THIS MATRIX. RESPONSIBILITY MATRIX OWNER ARCH.GC A / E FURNISHED BY INSTALLED BY REMARKS OWNER GC TENANT OWNER GC TENANT 1 JURISDICTION - PERMIT SUBMITTAL X 2 JURISDICTION - PERMIT FEES X X PER AGREEMENT 3 JURISDICTION - PERMIT PICK-UP X 4 JURISDICTION - INSPECTIONS X 5 JURISDICTION - SPECIAL INSPECTIONS X 6 JURISDICTION - AS BUILT SUBMITTAL X 7 JURISDICTION - CERTIFICATE OF OCCUPANCY X 8 FIELD MEASUREMENTS X 9 CAD GENERATED SHOP DRAWINGS X 10 SHOP DRAWINGS REVIEW AND APPROVAL X X 11 VALIDATE CODE COMPLIANCE AT EXISTING PREMISES X 12 BARRICADE INSTALLATION AND REMOVAL X 13 TEMPORARY POWER / LIGHTING / UTILITIES X 14 TEMPORARY CONTROLS (TEMP. EROSION & SEDIMENT CONTROL, TEMP. PEST CONTROL, DUST CONTROL)X 15 DUMPSTER X 16 PROJECT IDENTIFICATION X 17 BARRICADE GRAPHICS X X 18 CLEANING AND WASTE MANAGEMENT & FINAL CLEAN X 19 SURVEY (E) CONDITION & AS BUILT CONDITION X 20 (E) CONDITION ASSESSMENT X 21 SUBSURFACE INVESTIGATION (GEOTECHNICAL INVESTIGATIONS)X 22 SELECTIVE DEMOLITION X 23 REMOVAL AND SALVAGE OF (E) MATERIALS / FFE X 24 SITE REMEDIATION X 25 HAZARDOUS MATERIALS CLEARANCE AT (E) PREMISES X 26 CONCRETE / CONCRETE REINFORCING / STRUCTURAL CONCRETE X 27 STRUCTURAL METAL FRAMING EXISTING TO REMAIN 28 FINISH CARPENTRY (MILLWORK, PREFINISHED PANELING, BOARD PANELING)X X 29 ARCHITECTURAL WOODWORK (CABINETS)X X 30 FIRE AND SMOKE PROTECTION (FIREPROOFING, SMOKE SEALS, SMOKE CONTAINMENT BARRIERS, JOINT PROTECTION)X X 31 DOORS AND FRAMES X X 32 SPECIALTY DOORS AND FRAMES X X 33 ENTRANCES AND STOREFRONTS X X 34 WINDOWS X X 35 HARDWARE X X 36 WALL FINISHES X X 37 FLOOR FINISHES X X 38 CEILING FINISHES X X 39 INTERIOR SIGNAGE X X SEPARATE PACKAGE 40 EXTERIOR SIGNAGE X X GC TO PROVIDE POWER CONNECTION; SEPARATE PACKAGE 41 INTERIOR SPECIALTIES (CUBICLES; PARTITIONS; TOILET, BATH, AND LAUNDRY ACCESSORIES)X X 42 KITCHEN EQUIPMENT (STOVE, MICROWAVE, REFRIGERATOR, DISHWASHER)X X 43 FIRE PROTECTION SPECIALTIES (CABINETS, FIRE EXTINGUISHERS)X X 44 STORAGE SPECIALTIES (LOCKERS, STORAGE ASSEMBLIES)X X 45 PEST CONTROL DEVICES X X 46 EQUIPMENT (LOADING DOCK, RETAIL AND SERVICE EQUIPMENT, OFFICE EQUIPMENT, FOODSERVICE EQUIPMENT, ENTERTAINMENT AND RECREATION EQUIPMENT) X X 47 ART MURALS, WALL DECORATIONS X X 48 WINDOW TREATMENTS X X 49 FURNISHING AND ACCESSORIES X X 50 FIRE SUPPRESSION SYSTEM X X 51 FIRE ALARM SYSTEM X X 52 PLUMBING (ROUGH IN AND FIXTURES)X X REFER TO PLUMBING DRAWINGS 53 HEATING, VENTILATING, AND AIR CONDITIONING (HVAC)X X REFER TO MECHANICAL DRAWINGS 54 EXHAUST FAN X X 55 SMOKE EVACUATION FAN X X 56 ELECTRICAL (POWER, LIGHTING DISTRIBUTION)X X REFER TO ELECTRICAL DRAWINGS 57 LIGHTING X X 58 LOW VOLTAGE X X 59 CCTV X X SUBMITTALS CE R T . / L A B . T E S T RE P O R T / C A L C . SH O P D R A W I N G S MF G . P R O D U C T D A T A SA M P L E S REMARKS 1 DOORS AND FRAMES X 2 DOOR HARDWARE X 3 WINDOWS AND STOREFRONT X 4 MILLWORK / CASEWORK X 5 FINISHES (FLOOR & CEILING)X X 6 INTERIOR SPECIALTIES (CUBICLES; PARTITIONS; TOILET, BATH, AND LAUNDRY ACCESSORIES)X 7 ELECTRICAL (PANELS, MAIN COMPONENTS)X 8 LIGHTING X 9 HVAC EQUIPMENT X 10 EXHAUST EQUIPMENT X NOTE: CONTRACTOR TO VERIFY RESPONSIBILITY MATRIX WITH LANDLORD AND TENANT LEASE AGREEMENT CONDITIONS. IF ANY DISCREPANCY IS FOUND, THE ARCHITECT MUST BE NOTIFIED, LANDLORD WORK LETTER SUPERCEDES OVER THE CONTENT OF THIS MATRIX. GENERAL SPECIFICATION NOTES: A.All specifications are based on industry standards and equivalent products can be used. B.All products specified are to be used or equal products that meet the original specification requirements C.All drawings and schedules supersede these written sheet specifications D.If owner provides their own specifications to be used supersede these written sheet specifications E.All products OR Equal to be used F.If these items are not specified in the Architect / Owner agreement the architect shall be compensated by the owner or general contract for any reviews or revisions not specifically within scope identified in the executed Architect / Owner agreement. G.Follow manufacturer recommendations on all selected products. SECTION 01 11 00 - SUMMARY OF WORK 1.1 PROJECT DESCRIPTION A.As indicated on the drawings 1.2 CONTRACTOR'S USE OF SITE AND PREMISES A.Contractor to coordinate with owner to have complete and exclusive use of site and premises for execution of the Work. B.Assume full responsibility for protection and safekeeping of products under this Contract stored on site. C.Obtain and pay for use of any additional storage or work areas needed for operations. D.Conform to Rules and Regulations. E.Confine operations to construction area unless otherwise approved by Owner. F.If access to adjacent common or occupied spaces is required: 1.Schedule operations with Owner in advance. 2.Perform work after normal business hours or on weekends when directed by Owner. G.Do not use or store hazardous or flammable materials on premises without Owner's approval; follow requirements of governing authorities having jurisdiction over the work. SECTION 01 25 00 - SUBSTITUTION PROCEDURES 1.1 GENERAL A.Product Substitution Definition: Proposal by Contractor to use manufacturer, product, material, or system different from one required in Contract Documents. B.Do not substitute Products unless a substitution request has been approved by Architect. C.Architect may consider substitution requests Pre-Bid and within 30 days after award of Contract. After initial 30 day period, substitutions requests will be considered only due to non-availability of a specified Product through no fault of Contractor. D.In case of non-availability of a specified Product notify Architect in writing as soon as non-availability becomes apparent. 1.2 SUBSTITUTION REQUESTS A.Submit substitution requests on Contractor's standard form. B.Document specified product and proposed substitution with complete data, including: 1.Product identification, including name and address of manufacturer. 2.Product description, performance and test data, and reference standards. 3.Sample, if requested. 4.Description of any anticipated effect that acceptance of proposed substitution will have on Project Budget, Progress Schedule, or other items of Work. 5.Description of any differences between specified product and proposed substitution. 6.Difference in cost between specified product and proposed substitution. C.Burden of proof for substantiating compliance of proposed substitution with Contract Document requirements remains with Contractor. D.A request constitutes a representation that the Contractor: 1.Has investigated the proposed Product and determined that it meets or exceeds the quality level of the specified Product. 2.Will provide the same warranty for the substitution as for the specified Product. 3.Will coordinate installation and make changes to other Work that may be required for the Work to be complete with no additional cost to Owner. 4.Waives claims for additional costs or time extension that may subsequently become apparent. 5.Will reimburse Owner for design services associated with re-approval by authorities or revisions to Contract Documents to accommodate the substitution. E.Substitutions will not be considered if: 1.They are indicated or implied on Shop Drawings or other submittals without submittal of a substitution request. 2.Approval will require substantial revision of Contract Documents without additional compensation to Architect and approval by Owner. SECTION 01 26 00 - CONTRACT MODIFICATION PROCEDURES 1.1 CHANGE PROCEDURES A.Architect's Supplemental Instructions: 1.Format: AIA Document G710 - Architect's Supplemental Instructions or ADC Document. 2.Architect may advise of minor changes in Work not involving an adjustment to Contract Sum or Contract Time as authorized by the Conditions of the Contract. B.Minor Changes In Work: 1.The Architect may issue supplemental instructions or bulletin authorizing minor changes in the Work, not involving adjustment to the Contract Sum or Contract Time. 2.The Contractor may request additional information or clarification by using and submitting a “Request for Information (RFI)”. The Contractor may, after exercising due diligence to locate required information and after determining that such information is not apparent from field observations, is not contained in the Contract Documents, nor is reasonably inferable from them, request from the Architect clarification or interpretation of the requirements of the Contract Documents. The Architect shall, with reasonable promptness 5-7 business days, respond to such Contractor's requests for clarification or interpretation. 3.Each RFI must propose field vetted solutions. Contractor to indicate cost or schedule impacts, if applicable. The RFI must show date reply required (an actual date, NOT ASAP). If priority, Contractor to note in RFI. C.Work Change Proposal Requests: 1.Format: AIA Document G709 - Proposal Request or ADC Document. 2.Architect may issue a bulletin that includes a detailed description of a proposed change with supplemental or revised Drawings and specifications. 3.Prepare and submit an estimate of any change to Contract Sum or Contract Time within 7 days after receipt. Include: a.Quantities and unit costs, with total cost or credit to Owner. If requested, furnish documentation of quantities. b.Taxes, delivery charges, equipment rentals, and trade discounts as applicable. c.If change in Contract Time is involved, provide updated Progress Schedule. 4.Do not stop work or initiate changes in response to a bulletin until Owner approves. D.Contractor Initiated Proposals: 1.Format: Contractor's standard format 2.Contractor may propose a change by submitting request for change to Architect and Owner. 3.Describe proposed change, reason for change, its full effect on Work, and any change to Contract Sum or Contract Time. Include: a.Quantities and unit costs, with total cost or credit to Owner. If requested, furnish documentation of quantities. b.Taxes, delivery charges, equipment rentals, and trade discounts as applicable. c.If change in Contract Time is involved, provide updated Progress Schedule. E.Construction Change Directive: 1.Architect may issue a directive, signed by Owner Representative, instructing Contractor to proceed with a change for subsequent inclusion in a Change Order. 2.Documentation will describe changes in Work and designate method of determining any change to Contract Sum or Contract Time. Promptly execute change. F.Change Orders: 1.Format: AIA Document G701 - Change Order or ADC Document. 2.Execution: Contractor will prepare Change Orders for signature of parties as provided in Conditions of the Contract. Submit electronically in PDF format. SECTION 01 31 00 - PROJECT MANAGEMENT AND COORDINATION GENERAL NOTES: A.These procedures are based on industry standards. B.If General Contractor / Owner agreement is different than these procedures notify the Architect in writing immediately. C.If these items are not specified in the Architect / Owner agreement the architect shall be compensated by the owner or general contract for any reviews or revisions not specifically within the identified scope in the executed Architect / Owner agreement. D.If Architect is requested to review items not in the executed Architect / Owner agreement then the Architect will be compensated at an hourly rate (per ADC hourly rate schedule) for such additional services. 1.1 PROJECT COORDINATION A.Submit required project submittals electronically in PDF format. B.Coordinate scheduling, submittals, and work of various Sections of specifications to assure efficient and orderly sequence of installation of interdependent construction elements. C.Verify that utility requirement characteristics of operating equipment are compatible with building utilities. Coordinate work of various Sections having interdependent responsibilities for installing, connecting to, and placing in service such equipment. D.Coordinate space requirements and installation of mechanical and electrical items that are indicated diagrammatically on Drawings. 1.Follow routing shown as closely as practical; place runs parallel with building lines. 2.Utilize spaces efficiently to maximize accessibility for other installations, for maintenance, and for repairs. 3.Submit to Architect for review. E.In finished areas, conceal pipes, ducts, and wiring within construction. Coordinate locations of fixtures and outlets with finish elements. F.Hold coordination meetings with trades providing mechanical, plumbing, fire protection, and electrical work. G.Prepare composite coordination drawings as required. H.Resolve conflicts between trades. I.When conflicts cannot be resolved: 1.Cease work in areas of conflict and request clarification prior to proceeding. 2.Prepare drawings to define and to indicate proposed solution. 3.Submit drawings for approval when actual measurements and analysis of Drawings and Project Manual indicate that various systems cannot be installed without significant deviation from intent of Contract Documents. J.After Owner occupancy, coordinate access to site for correction of defective Work and Work not in accordance with Contract Documents to minimize disruption of Owner's activities. 1.2 REQUEST FOR INFORMATION A.Request for Information (RFI): Request from Contractor seeking interpretation or clarification of Contract Documents not involving Substitutions or changes to Contract Sum or Contract Time. B.For each RFI, allow 5-7 days for Architect's response. 1.3 PROJECT MEETINGS A.Schedule and administer preconstruction conference, progress meetings and pre-installation conferences. B.Record significant proceedings and decisions at each meeting; reproduce and distribute copies to parties in attendance and others affected by proceedings and decisions made. 1.4 PRECONSTRUCTION CONFERENCE A.Schedule within 10 days after date of Notice to Proceed at site convenient to all parties. B.Attendance: Contractor, Owner's Representative, Architect, and major subcontractors and suppliers as Contractor deems appropriate. C.Review and Discuss: 1.Relation and coordination of various parties, and responsible personnel for each party. 2.Use of premises, including office and storage areas, temporary controls, and security procedures. 3.Construction schedule and critical work sequencing. 4.Notification procedures and extent of testing and inspection services. 1.5 PROGRESS MEETINGS A.Schedule bi-weekly progress meetings. B.Review and Discuss: 1.Work progress since previous meeting. 2.Coordination between various elements of Work. 1.6 PAYMENT PROCEDURES A.Submit a Schedule of Values to Owner or Architect at least 10 days prior to submitting first Application for Payment. B.Use Specification Sections as basis of format for listing costs of Work. C.Use data from reviewed Schedule of Values. Provide dollar value in each column for each line item representing portion of work performed. D.List each authorized Change Order as a separate line item, listing Change Order number and dollar value. E.Along with the each Application for Payment, submit waivers of lien from Contractor and each Subcontractor or Sub-subcontractor included on the current month's Application for Payment. Submit one electronic copy in PDF format of each Application for Payment. SECTION 01 33 00 - SUBMITTAL PROCEDURES 1.1 SUBMITTAL PROCEDURES A.Submit all submittals electronically in PDF format. B.Number each submittal with Project Manual section number and a sequential number within each section. Number resubmittals with original number and an alphabetic suffix. C.Identify Project, Contractor, Subcontractor or supplier, pertinent Drawing sheet and detail numbers, and specification Section number, as appropriate. D.Submit all submittals listed under “Submittals for Review” simultaneously for each Product or Specification Section. E.Where multiple Products function as an assembly, provide submittals for all related Products per spec section. F.Architect will not review incomplete submittals. G.Contractor is to thoroughly review each submittal for conformance to the Contract Documents. Apply Contractor's stamp, signed or initialed certifying that: 1.Submittal was reviewed. 2.Products, field dimensions, and adjacent construction have been verified. 3.Information has been coordinated with requirements of Work and Contract Documents. H.Schedule submittals to expedite the Project, and deliver to Architect. Coordinate submittal of related items. I.For each submittal, allow 7-14 business days depending on the complexity of the item for Architect's review, excluding delivery time to and from Contractor. J.Identify variations from Contract Documents and Product or system limitations that may be detrimental to successful performance of completed Work. Review of submittals by the Architect without such identification does not relieve the Contractor from conformance to the Contract Documents. K.Architect may review and stamp each submittal with action to be taken: 1.“No Exceptions Taken”: Work affected may proceed. 2.“Furnish as Commented”: Work affected may proceed provided it complies with notations and corrections. 3.“Revise and Resubmit”: Work affected may not proceed. Revise submittal as noted and resubmit for review. 4.“Rejected”: Prepare new submittal in conformance with the Contract Documents. 5.“Processed Only, Reviewed by Consultant”: Submittal was not requested by the Architect and was not reviewed. L.Revise and resubmit submittals when required; identify all changes made since previous submittal. 1.2 SUBMITTAL SCHEDULE A.Within 15 days after date of Notice to Proceed, submit a submittal schedule showing all submittals proposed for project. 1.3 SHOP DRAWINGS A.Present information in clear and thorough manner. B.Identify details by reference to sheet and detail numbers or room number shown on Drawings. C.Reproductions of details contained in Contract Documents are not acceptable. 1.4 PRODUCT DATA A.Mark each copy to identify applicable products, models, options, and other data. B.Supplement manufacturers' standard data to provide information unique to this Project. 1.5 SAMPLES A.Submit samples to illustrate functional and aesthetic characteristics of Products, with integral parts and attachment devices. Coordinate sample submittals for interfacing work. B.Where so indicated, submit samples of finishes from the full range of manufacturers' standard colors, textures, and patterns for Architect's selection. SECTION 01 35 16 - PROJECT PROCEDURES 1.1 PROJECT CONDITIONS A.Hazardous Materials: If asbestos, lead-bearing paint, or other suspected hazardous materials are encountered during work of this Contract: 1.Cease work in affected area immediately. 2.Notify Owner and await instructions. 3.Close off affected areas. 1.2 MATERIAL A.New Materials: 1.Provide new materials to match existing adjacent materials for closing of openings, repairs, and reconstructions where suitable salvaged materials do not exist, are insufficient in quantity, or where reuse is not permitted. 2.Match existing materials in material, type, size, quality, color, finish, and other attributes SECTION 01 40 00 - QUALITY REQUIREMENTS 1.1 REFERENCES A.For products or workmanship specified by reference to association, trades, or industry standards, comply with requirements of the standard, except when more rigid requirements are specified or are required by applicable codes. B.Should specified reference standards conflict with Contract Documents, request clarification from Architect before proceeding. C.Conform to edition of reference standard in effect as of date of Contract Documents. D.The contractual relationship of the parties to the Contract shall not be altered from the Contract Documents by mention or inference otherwise in any reference document. 1.2 QUALITY ASSURANCE AND CONTROL OF INSTALLATION A.Monitor quality control over suppliers, manufacturers, Products, services, site conditions, and workmanship, to produce Work of specified quality. B.Comply fully with manufacturers' instructions, including each step in sequence. C.Should manufacturers' instructions conflict with Contract Documents, request clarification from Architect before proceeding. D.Comply with specified standards as a minimum quality for the Work except when more stringent tolerances, codes, or specified requirements indicate higher standards or more precise workmanship. E.Perform work by persons qualified to produce workmanship of specified quality. F.Secure Products in place with positive anchorage devices designed and sized to withstand stresses, vibration, physical distortion or disfigurement. 1.3 MOCKUPS A.Definition: 1.Mockups are field samples constructed, applied, or assembled at the project site for review by the Owner and/or Architect that illustrate materials, equipment, or workmanship. 2.Approved mockups establish the standard of quality by which the Work will be judged. B.Construct, apply, or assemble specified items, with related attachment and anchorage devices, flashings, seals, and finishes. C.Perform work in accordance with applicable specifications sections. D.Erect at project site at location acceptable to Owner and/or Architect. Protect from damage. E.Removal: 1.Mockups may remain as part of the Work only when so designated in individual specification sections. 2.Do not remove mockups until removal is approved by Owner and/or Architect or upon Final Completion. 3.Where mockup is not permitted to remain as part of the Work, clear area after removal of mockup has been approved by Architect. 1.4 DESIGN DATA AND CALCULATIONS A.When specified in individual specification Sections, require material or Product suppliers or manufacturers to provide design data and calculations. B.Accuracy of design data and calculations is the responsibility of the Contractor. C.When so specified, prepare design data and calculations under the direction of a professional engineer licensed in the state in which the Project is located. Affix engineer's seal to submittals. 1.5 TEST REPORTS AND CERTIFICATIONS A.When specified in individual specification Sections, require material or Product suppliers or manufacturers to provide test reports and manufacturers' certifications. B.Indicate that material or Product conforms to or exceeds specified requirements. Submit supporting reference data, affidavits, and certifications as appropriate. C.Submittals may be recent or previous test results on material or Product, but must be acceptable to Architect. 1.6 MANUFACTURER'S INSTALLATION INSTRUCTIONS A.When Contract Documents require that Products be installed in accordance with manufacturer's instructions: 1.Submit manufacturer's most recent printed instructions for delivery, storage, assembly, installation, start-up, adjusting, and finishing, as applicable. a.Submit in quantities specified for Product Data. b.Indicate special procedures, perimeter conditions requiring special attention, and special environmental criteria required for application or installation. c.Identify conflicts between manufacturers' instructions and requirements of Contract Documents. 2.Perform installation of Products to comply with requirements of manufacturer's instructions. 3.If installation cannot be performed in accordance with manufacturer's instructions, notify Architect and await instructions. SECTION 01 50 00 - TEMPORARY FACILITIES AND CONTROLS GENERAL NOTES Contractor to work with the Owner and devise a plan that includes their strategy to provide the below temporary facilities and controls. Owner to approve on final plan prior to construction. These are the minimum items to include per industry standards. A.Temporary Electricity B.Temporary Lighting C.Temporary Heat D.Temporary Ventilation E.Temporary Telephone and Computer Services F.Temporary Water G.Temporary Sanitary Facilities H.Field Offices and Sheds I.Barriers J.Exterior Closures K.Temporary Partitions L.Protection of Installed Work M.Security N.Progress Cleaning O.Removal SECTION 01 60 00 - PRODUCT REQUIREMENTS 1.1 PRODUCTS A.Provide interchangeable components by the same manufacturer for identical items. B.Do not use products containing asbestos or other known hazardous materials. 1.2 TRANSPORTATION AND HANDLING A.Coordinate delivery of Products to prevent conflict with Work and adverse conditions at site. B.Transport and handle Products in accordance with manufacturer's instructions. 1.3 STORAGE AND PROTECTION A.Store and protect Products in accordance with manufacturer's instructions with manufacturer's seals and labels intact and legible B.Store Products on site unless prior written approval to store off site has been obtained from Owner's Representative. C.Exterior Storage: 1.Store fabricated Products above ground; prevent soiling and staining. 2.Cover products subject to deterioration with impervious sheet coverings; provide ventilation to prevent condensation. 1.4 PRODUCT OPTIONS A.Products specified by reference standard only: 1.Select any Product meeting the specified standard. 2.Submit Product Data to substantiate compliance of proposed Product with specified requirements. B.Products specified by naming two or more acceptable Products: Select any named Product. C.Products specified by stating that the Contract Documents are based on a Product by a single manufacturer followed by the statement "Equivalent products by the following manufacturers are acceptable": 1.Select the specified Product or a Product by a named manufacturer having equivalent or superior characteristics to the specified Product and meeting the requirements of the Contract Documents. 2.If the specified Product is not selected, submit Product Data to substantiate compliance of proposed Product with specified requirements. 3.The specified Product establishes the required standard of quality. D.Products specified by naming one or more Products followed by "or approved substitute" or similar statement: 1.Submit a substitution request under provisions of Section 01 2500 for Products not listed. 2.The specified Product establishes the required standard of quality. E.Products specified by naming one or more Products or manufacturers followed by the statement "Substitutions: Under provisions of Division 01": 1.Submit a substitution request under provisions of Section 01 2500 for Products not listed. 2.The specified Product establishes the required standard of quality. F.Products specified by naming one Product followed by the statement "Substitutions: Not permitted": Substitutions will not be allowed. G.Products specified by required performance or attributes, without naming a manufacturer or Product: 1.Select any Product meeting specified requirements. 2.Submit Product Data to substantiate compliance of proposed Product with specified requirements. SECTION 01 77 00 - CLOSEOUT PROCEDURES 1.1 CLOSEOUT PROCEDURES A.Final Inspection: 1.Submit written certification that Contract Documents have been reviewed, Work has been inspected, and is complete in accordance with the Contract Documents and ready for Architect's inspection. 2.If Architect performs additional observations due to failure of Work to comply with claims of status of completion made by Contractor, Owner will compensate Architect for such additional services and will deduct the amount of such compensation from final payment to Contractor. B.Closeout Submittals: 1.Evidence of compliance with requirements of governing authorities. 2.Certificate of Occupancy. 3.Project Record Documents. 4.Operation and Maintenance Data. 5.Warranties. 6.Keys and keying schedule. 7.Spare parts and maintenance materials. 8.Evidence of payment of Subcontractors and suppliers. 9.Final lien waiver. 10.Certificate of insurance for products and completed operations. 11.Consent of Surety to final payment. C.Release of Liens: 1.The Contractor shall deliver to the Owner a blanket release of liens covering all Work performed under this Contract, including that of Subcontractors, Sub-subcontractors, vendors, and other suppliers of materials and labor. 2.The forms shall be executed by the authorized officer and notarized. No final payment will be made by the Owner to the Contractor until all release of liens have been delivered to the Owner. D.Guarantees, Bonds and Inspection Certificates: 1.The Contractor shall have guarantees upon materials and workmanship as required by Article 13 of the AIA General Conditions and special guarantees and bonds required by the Contract Documents executed in the Owner's name. 1.Collect and assemble all required guarantees and bonds and deliver them to the Owner prior to final payment. 1.2 FINAL CLEANING A.Execute final cleaning prior to final inspection. B.Clean surfaces exposed to view: 1.Clean glass. 2.Remove temporary labels, stains and foreign substances. 3.Polish transparent and glossy surfaces. 4.Vacuum carpeted surfaces; damp mop hard surface flooring. C.Clean equipment and fixtures to a sanitary condition. D.Clean or replace filters of operating equipment. E.Remove waste and surplus materials, rubbish, and construction facilities from the site. 1.3 ADJUSTING A.Adjust operating Products and equipment to ensure smooth and unhindered operation. 1.4 PROJECT RECORD DOCUMENTS A.Maintain record documents on site; record actual revisions to the Work. 1.5 OPERATION AND MAINTENANCE DATA A.Identify as "OPERATION AND MAINTENANCE INSTRUCTIONS" and title of project. B.Contents: 1.Directory: List names, addresses, and telephone numbers of Architect, Contractor, Subcontractors, and major equipment suppliers. 2.Operation and maintenance instructions: Arranged by system and subdivided by specification section. For each category, identify names, addresses, and telephone numbers of Subcontractors and suppliers. Identify operating instructions, maintenance instructions, and parts list. 3.Project documents and certificates including: a.Shop drawings and product data. b.HVAC balance reports. c.Certificates. d.Copies of warranties and bonds. C.Submittal: 1.Submit electronically in PDF format prior to final inspection. 1.6 WARRANTIES A.Execute and assemble documents from Subcontractors, suppliers, and manufacturers. B.Include Table of Contents. 1.7 SPARE PARTS AND MAINTENANCE MATERIALS A.Coordinate with Owner to provide products, spare parts, maintenance and extra materials in quantities specified. 1.8 STARTING OF SYSTEMS A.Execute start-up under supervision of applicable manufacturer's representative or Contractor's personnel in accordance with manufacturers' instructions. B.Submit written report that equipment or system has been properly installed and is functioning correctly. 1.9DEMONSTRATION AND INSTRUCTIONS A.Demonstrate operation and maintenance of Products to Owner's personnel at mutually agreeable time. SECTION 06 10 00 - ROUGH CARPENTRY PART 2 - PRODUCTS 2.2 WOOD PRODUCTS, GENERAL A.Lumber: DOC PS 20 and applicable rules of lumber grading agencies certified by the American Lumber Standards Committee Board of Review. 1.Factory mark each piece of lumber with grade stamp of grading agency. 2.Provide dressed lumber, S4S, unless otherwise indicated. 3.Provide dry lumber with 15 percent maximum moisture content at time of dressing for 2-inch nominal thickness or less, unless otherwise indicated. 2.3 WOOD-PRESERVATIVE-TREATED MATERIALS A.Preservative Treatment by Pressure Process: AWPA C2 (lumber) and AWPA C9 (plywood), except that lumber that is not in contact with the ground and is continuously protected from liquid water may be treated according to AWPA C31 with inorganic boron (SBX). B.Kiln-dry material after treatment to a maximum moisture content of 19 percent for lumber and 15 percent for plywood. C.Mark each treated item with treatment quality mark of an inspection agency approved by the American Lumber Standards Committee Board of Review. D.Application: Treat items indicated on Drawings, and the following: 1.Wood sills, sleepers, blocking, furring, stripping, and similar concealed members in contact with masonry or concrete. 2.4 FIRE-RETARDANT-TREATED PLYWOOD A.General: Comply with performance requirements in AWPA C27. 1.Use treatment that does not promote corrosion of metal fasteners. 2.Use Interior Type A, unless otherwise indicated. B.Kiln-dry material after treatment to a maximum moisture content of 15 percent. Do not use material that is warped or does not comply with requirements for untreated material. C.Identify fire-retardant-treated plywood with appropriate classification marking of UL, U.S. Testing, Timber Products Inspection, or another testing and inspecting agency acceptable to authorities having jurisdiction. 2.5 PLYWOOD BACKING PANELS A.Telephone and Electrical Equipment Backing Panels: DOC PS 1, Exterior, AC in thickness indicated or, if not indicated, not less than 3/4-inch (13-mm) nominal thickness. Do not paint over FRP stamp. 2.6 MISCELLANEOUS MATERIALS A.Fasteners: 1.Where rough carpentry is exposed to weather, in ground contact, or in area of high relative humidity, provide fasteners with hot-dip zinc coating complying with ASTM A 153/A 153M. SECTION 07 21 16 - BLANKET INSULATION PART 2 PRODUCTS 2.1 FIBERGLASS BATT AND BLANKET INSULATION A.Foil-Scrim-Kraft-Faced (FSK) Thermal Batt Insulation: ASTM C665-12; Type III, Class A. 1.Surface Burning Characteristics: ASTM E84. a.Flame Spread: 25. b.Smoke Developed: 50. 2.Vapor Retarder Permeance: 0.02 perms maximum. B.Thicknesses and Thermal Resistance Ratings: 1.6-1/4 inch Batts: R-19 unless noted otherwise in mechanical drawings. SECTION 07 84 00 - FIRESTOPPING PART 2 PRODUCTS 2.1 MANUFACTURERS AND PRODUCTS A.Acceptable Firestopping Manufacturers and Systems: 1.3M Fire Protection Products. 2.Hilti Corporation; HYPERLINK "http://www.us.hilti.com" www.us.hilti.com - Hilti Firestop Systems 2.2 FIRESTOPPING SYSTEMS DESIGN A.Provide a Flame (F) and Temperature (T) rating of at least one (1) hour but not less than the fire resistance rating of assembly being penetrated, as tested per ASTM E814. 2.3 MATERIALS A.Regulatory Requirements: Firestopping materials proposed for use on this Project shall conform to both Flame (F) and Temperature (T) ratings as tested by nationally accepted test agencies per ASTM E814 or UL 1479 fire tests. The F rating and T rating must be a minimum of one (1) hour but not less than the fire resistance rating of the assembly being penetrated. The fire test shall be conducted with a minimum positive pressure differential of 0.03 inches of water column. B.General Requirements for Firestopping Materials: 1.Materials shall be free of asbestos. 2.Materials shall conform to all applicable governing codes. 3.All materials shall be compatible with the material penetrating the fire assembly. 4.For interior applications use sealants that comply with the following limits for VOC content when calculated according to SCAQMD Rule #1168: a.Sealants: 250 g/L. b.Sealant Primers for Nonporous Substrates: 250 g/L. c.Sealant Primers for Porous Substrates: 775 g/L. SECTION 07 92 00 - JOINT SEALANTS PART 2 PRODUCTS 2.1 MATERIALS, GENERAL A.Low-Emitting Material Requirements: Refer to Section 01 61 65 for specific VOC content limits. For interior applications use sealants that comply with the following limits for VOC content when calculated according to SCAQMD Rule #1168: 1.Sealants: 250 g/L. 2.Sealant Primers for Nonporous Substrates: 250 g/L. 3.Sealant Primers for Porous Substrates: 775 g/L. 2.2 ELASTOMERIC JOINT SEALANTS A.Acceptable Manufacturers: 1.Polyurethane Sealants: a.Pecora Corporation; HYPERLINK "http://www.pecora.com" www.pecora.com. b.Sika Corporation; HYPERLINK "http://www.usa.sika.com" www.usa.sika.com. c.Tremco, Inc.; www.tremcosealants.com. 2.General Construction Sealants: a.Pecora Corporation; HYPERLINK "http://www.pecora.com" www.pecora.com. b.Sika Corporation; HYPERLINK "http://www.usa.sika.com" www.usa.sika.com. c.Tremco, Inc.; www.tremcosealants.com. 3.Fire-Resistant Sealants: 3.Pecora Corporation; HYPERLINK "http://www.pecora.com" www.pecora.com. 4.Sika Corporation; HYPERLINK "http://www.sikaconstruction.com" www.sikaconstruction.com. 5.Tremco, Inc.; HYPERLINK "http://www.tremcosealants.com" www.tremcosealants.com. 2.3 NON-RATED JOINT BACKING MATERIAL A.Acceptable Manufacturers: 1.BASF; HYPERLINK "http://www.buildingsystems.basf.com" www.buildingsystems.basf.com - Sonolastic. 2.Dow Chemical Company - Ethafoam. B.Material: Closed cell polyethylene foam. C.Shape: Round rod or semi-circular type. D.Size joint backing material for minimum 30 percent compression when inserted in joint. 2.4 FIRE-RATED JOINT BACKING MATERIAL A.Acceptable Manufacturers and Products: 1.Backer Rod Mfg. Inc., - Ultra Block. SECTION 08 11 13 - HOLLOW METAL DOORS AND FRAMES PART 2 PRODUCTS 2.1 MANUFACTURERS A.Acceptable Door and Frame Manufacturers: 1.ASSA ABLOY Group: a.Ceco Door Products; HYPERLINK "http://www.cecodoor.com" www.cecodoor.com or equal. 2.2 HOLLOW METAL FRAMES A.General: Frames for hollow metal doors, indicated to be hollow metal shall be detailed and assembled as indicated. B.Gages: 1.Frames on Exterior Walls: 14 gage steel. 2.Frames on Interior Walls: 16 gage steel. C.Construction: 1.Continuously welded and ground and entire assembly reinforced and braced as required to ensure absolute rigidity. D.Accessories: 1.Reinforcement for Hardware: Machine frames for attachment of hardware, including mortising, reinforcing, drilling and tapping for hinges. a.Butt Hinges: Seven gage, 12-inches long. b.Closers: 10 gage, 12-inches long, full width of frame or equivalent. c.Strikes, Flush Bolts and Other Surface Mounted Hardware: 12 gage or equivalent. 2.Anchors: Furnish anchors of type and number required for anchoring frames to structure, partitions, etc. as follows: Wire anchors will not be allowed. a.Three jamb anchors on seven foot high jamb. b.Four jamb anchors on jambs over seven feet. 2.3 HOLLOW METAL DOORS A.Construction: Construct hollow metal doors from 16 gage steel, fully welded, ground smooth and completely sound and fire insulated. Provide thermal insulation in exterior doors. Manufacture hollow metal doors and panels with flush tops, sides and bottoms. Plastic inserts are not acceptable. All vertical seams shall be fully welded. Lock seams or epoxy filled seams are not acceptable. B.Labels: Provide fire rated construction and UL labels where listed in door schedule. C.Hardware: Mortise and reinforce doors to receive hardware. 1.Hinges: Seven gage steel plate, 9-inches, welded to continuous 16 gage interior edge channels or equivalent. Drill and tap. Use of coined or extruded holes not acceptable. 2.Locks, Latches, Push/Pulls and Panic Devices: 12 gage steel spot welded to 16 gage interior edge channels or equivalent and designed to provide adequate support and reinforcement for required hardware. 3.Closers: Not less than 12 gage internal reinforcement. Provide special attention to reinforcing doors where closers are to be bolted through door. D.Insulation: Foam or batt type. Honeycomb core is not acceptable. 1.Thermal-Rated (Insulated) Doors: Where indicated, provide doors fabricated with thermal-resistance value (R-value) of not less than 4.0 deg F x h x sq. ft./Btu (0.704 K x sq. m/W) when tested according to ASTM C1363. 2.4 FINISH A.Cleaning and Primer 1.Doors and Frames to be Painted: Apply one coat of baked-on factory primer. SECTION 08 14 00 - WOOD DOORS PART 2 PRODUCTS 2.01 MANUFACTURERS A.Acceptable Manufacturers: 1.Algoma Hardwoods, Inc.; HYPERLINK "http://www.algomahardwoods.com" www.algomahardwoods.com. 2.VT Industries, Inc.; HYPERLINK "http://www.vtindustries.com" www.vtindustries.com. 2.02 FLUSH DOORS A.Interior Solid Core Flush Doors: 1.Forest Certification: Provide wood obtained from forests certified by a Forest Stewardship Council-accredited certification body to be in compliance with the Forest Stewardship Council's FSC 1.2 "Principles and Criteria." 2.Thickness: 1-3/4 inches unless otherwise indicated. 3.Faces: Plain sliced natural birch with matching birch edges for transparent finish. U.N.O. 4.AWI Quality Grade: Premium with Grade A veneer faces. 5.Finish: Factory finished. See Article 2.04. 6.Under Cutting: Preserve full bottom rail. 7.Solid Core Door AWI Construction Type: PC-5 or PC-7 particleboard core. 8.Fire Rated Door AWI Construction Type: As indicated. a.Fire Rated Mineral Core Doors: Provide lock blocks. Provide panic blocks for panic hardware. b.Provide factory prefitting and premachining as required for fire rated labels. 2.03 GLASS STOPS A.Fire Rated Wood Glass Stops: Algoma or Doranson Systems, Inc. 20 minute rated glass tops. Metal clips with wood trim to match door veneer. B.Non-Fire Rated Wood Glass Stops: Match door veneer. C.Fire Rated Metal Glass Stops: Anemostat model FGS-75 with UL 1-1/2 hour B label. 2.04 FACTORY PREFITTING AND PREMACHINING A.Doors: Prefit and premachine doors at factory. 1.Machine doors for hardware requiring cutting of doors. B.Tolerances: Comply with WDMA tolerance requirements for prefitting. 2.05 FACTORY FINISHING A.Wood Door Finish System: AWI Premium Grade, complying with AWI Finish System 10, UV Curable, Water-Based. 1.Low VOC. B.Color: Transparent, no stain U.N.O.. SECTION 08 31 00 - ACCESS DOORS AND PANEL PART 2 PRODUCTS 2.01 FLUSH-MOUNTED, NON-RATED ACCESS DOORS A.Acceptable Manufacturers and Products - Flush-Mounted, Non-Rated Access Doors for Installation in Masonry, Tile, Concrete, or Gypsum Drywall: 1.Acudor Products, Inc.; HYPERLINK "http://www.acudor.com" www.acudor.com - Model UF-5000 2.Nystrom Building Products; HYPERLINK "http://www.nystrom.com" www.nystrom.com - Model NT. B.Acceptable Manufacturers and Products - Flush-Mounted, Non-Rated Ceiling Panels Located in Non-Rated Drywall Ceilings: 1.Acudor Products, Inc.; HYPERLINK "http://www.acudor.com" www.acudor.com - Model UF-5000 2.Nystrom Building Products; HYPERLINK "http://www.nystrom.com" www.nystrom.com - Model NT. C.Sizes: As required to properly service mechanical or electrical equipment. D.Material: Steel. E.Finish: Prime for painted finish. F.Locking Devices: Screwdriver operated cam latch. 2.02 RECESSED ACCESS DOORS A.Acceptable Manufacturers and Products - Non-Rated Access Doors, Recessed for Cladding with Gypsum Drywall Panel, for Installation in Non-Rated Gypsum Board Walls and Ceilings: 1.Acudor Products, Inc.; HYPERLINK "http://www.acudor.com" www.acudor.com - Model DW-5015. 2.Nystrom Building Products; HYPERLINK "http://www.nystrom.com" www.nystrom.com - Model RW. B.Acceptable Manufacturers and Products - Non-Rated Access Doors, Recessed for Installation of Acoustical Ceiling Tile: 1.Acudor Products, Inc.; HYPERLINK "http://www.acudor.com" www.acudor.com - Model AT-5020. 2.Nystrom Building Products; HYPERLINK "http://www.nystrom.com" www.nystrom.com - Model RA. C.Sizes: As required to properly service mechanical or electrical equipment. D.Material: Steel. E.Finish: Prime for painted finish. F.Locking Devices: Key operated cam locks. 2.03 FIRE-RATED ACCESS DOORS A.Acceptable Manufacturers and Products - Flush-Mounted Fire-Rated Access Doors: 1.Acudor Products, Inc.; HYPERLINK "http://www.acudor.com" www.acudor.com - Model FB-5050. 2.Nystrom Building Products; HYPERLINK "http://www.nystrom.com" www.nystrom.com - Model IT. B.Fire Rating: 1.Provide fire rating label acceptable to local building code authority on access doors to be installed in fire rated walls and ceilings. 2.Walls: 1-1/2 hour UL “B” label. C.Sizes: As indicated on Drawings or as required to properly service mechanical or electrical equipment, but not larger than limit for required fire rating. D.Material: Steel. E.Finish: Prime for painted finish. F.Locking Devices: Key operated cam locks. SECTION 08 41 13 - ALUMINUM-FRAMED ENTRANCES AND STOREFRONT PART 2 PRODUCTS 2.1 MANUFACTURERS AND PRODUCTS A.Basis of Design Entrance and Storefront Manufacturer and Systems: 1.Framing Systems as Indicated: a.Arcadia, Inc., TC670 Series. 2.2 PERFORMANCE A.Wind Load: Fabricate and install framing systems to withstand wind forces calculated in accordance with current building code for basic wind speed and Exposure rating indicated on Structural Drawings, with maximum deflection of 1/175 of span. Reinforce framing systems as required to meet criteria. B.Air Infiltration: Not exceed 0.06 CFM/sq. ft. of fixed area in accordance with ASTM E283. C.Water Resistance: No water leakage when measured in accordance with ASTM E331 with a static test pressure of 12PSF. D.Fabricate door and frame system to withstand 40 years of 4,000 open/close cycles per day. E.Energy Performance: Comply with IECC 2012 requirements. 1.U-Factor: a.Storefront: No higher than 0.38 b.Entrance Doors: No higher than 0.77 2.Solar Heat Gain Coefficient (SHGC): No higher than 0.40 2.3 DOORS AND FRAMES A.Framing Systems: Profile as indicated on Drawings; provide aluminum frame sections in sizes and shapes indicated. 1.Exterior Frames: Thermally broken framing system. a.Glazing: Inside glaze with one inch insulating glass. B.Framing System Thicknesses, Reinforcement and Accessories: 1.Minimum Wall Thickness: 0.070-inch. a.Automatic Entrance Door Frames: 1/8-inch minimum wall thickness. 2.Reinforcement: If required as determined by manufacturer, add concealed steel reinforcement to meet design requirements. 3.Hardware Reinforcement: Provide 3/16-inch concealed steel reinforcement for hardware including door hinges, closers, panic devices, etc. 4.Accessories: Provide necessary fittings and accessories for a complete, functional and watertight frame installation. Provide matching aluminum brake metal, closures, etc. where detailed or required. 5.Panels: Provide panels of 0.040-inch aluminum unless otherwise indicated. C.Glazed Doors: Medium Stile. D.Finish: Clear anodized: 2.4 HARDWARE A.General: Provide heavy-duty hardware units indicated in sizes, number, and type recommended by manufacturer for entrances indicated. Finish exposed parts to match door finish. SECTION 08 80 00 - GLAZING PART 2 PRODUCTS 2.1 MANUFACTURERS AND PRODUCTS A.Basis of Design Insulating Glass Manufacturer and Product: Guardian Industries Corporation; HYPERLINK "http://www.guardian.com" www.guardian.com - SunGuard. 1.SunGuard Low-E Coating: SuperNeutral 54, No. 2 surface. 2.Outboard Glass Color: Crystal Gray. 3.Inboard Glass: Clear. 4.Exterior Appearance: Light Gray. B.Acceptable Float Glass Manufacturers: 1.Guardian Industries Corporation; HYPERLINK "http://www.guardian.com" www.guardian.com. 2.Viracon; HYPERLINK "http://www.viracon.com" www.viracon.com. C.Acceptable Manufacturers - Heat Strengthened and Fully Tempered Safety Glass:. 1.Guardian Industries Corporation; HYPERLINK "http://www.guardian.com" www.guardian.com. 2.Viracon; HYPERLINK "http://www.viracon.com" www.viracon.com. D.Acceptable Manufacturers and Products - Preshimmed Glazing Tape: 1.Bostik - Chem-Tape 60. 2.Pecora - Shim-Seal Tape. 3.Tremco - Preshimmed 440 Tape. E.Acceptable Manufacturers and Products - Silicone Glazing Compound: 1.General Electric - Silglaze N. 2.2 PERFORMANCE A.General: Provide glazing systems that are produced, fabricated, and installed to withstand normal thermal movement, wind loading, and impact loading (where applicable), without failure including loss or glass breakage attributable to the following: defective manufacture, fabrication, and installation; failure of sealants or gaskets to remain watertight and airtight; deterioration of glazing materials; and other defects in construction. B.Glass Design: Glass thicknesses indicated in Contract Documents are for detailing only. Confirm glass thicknesses by analyzing Project loads and in-service conditions. Provide glass lites for the various size openings in the thicknesses and strengths (annealed or heat-treated) to meet or exceed the following criteria: 1.Minimum glass thickness, nominally, of lites in exterior walls is 6.0 mm (0.23 inch). 2.Minimum glass thicknesses of lites, whether composed of annealed or heat-treated glass, are selected so the worst-case probability of failure does not exceed the following: a.8 lites per 1000 for lites set vertically or not over 15 degrees off vertical and under wind action. Determine minimum thickness of monolithic annealed glass according to ASTM E1300-09a. For other than monolithic annealed glass, determine thickness per glass manufacturer's standard method of analysis including applying adjustment factors to ASTM E1300-09a based on type of glass. C.Normal thermal movement results from the following maximum change (range) in ambient and surface temperatures acting on glass-framing members and glazing components. Base engineering calculation on materials' actual surface temperatures due to both solar heat gain and nighttime sky heat loss. 1.Temperature Change (Range): 120 deg F (67 deg. C), ambient; 180 deg. F (100 deg. C), material surfaces. 2.3 GLASS A.General: Glass shall be annealed, heat strengthened or tempered as specified and as required by codes or as required to meet thermal stress and wind loads. B.Annealed Float Glass: ASTM C1036-06, Type 1, Class 1, clear, Quality q3. C.Fully Tempered Glass: ASTM C1048-04, Type 1, Class 1, clear, Quality q3, Kind FT. 2.4 GLAZING SCHEDULE: A.Refer to drawings. 2.5 ACCESSORIES A.Glazing Gaskets: Aluminum framing system manufacturer's standard EPDM or neoprene extrusions. B.Setting Blocks, Shims and Glazing Clips: Size and type as recommended by glass manufacturer. C.Preshimmed Glazing Tape: Preformed, adhesive, elastomeric butyl/polyisobutylene glazing tape with continuous built-in EPDM shim,. 1.Sealant Compatibility: Provide tape compatible with silicone glazing sealant. 2.Tape for Fire Rated Glazing: GT-18, 1/8-inch fire rated glazing tape. D.Cleaners, Primers and Sealers: Type recommended by sealant gasket manufacturer. SECTION 09 22 16 - NON-STRUCTURAL METAL FRAMING PART 2 PRODUCTS 2.1 MANUFACTURERS A.Acceptable Non-Structural Metal Partition Stud Manufacturers: 1.California Expanded Metal Products Company (CEMCO); www.cemcosteel.com. 2.ClarkDietrich Building Systems LLC, www.clarkdietrich.com. 2.2 ASSEMBLIES A.Non-Structural Metal Framing for Fire Rated Assemblies: 1.Where UL design numbers are referenced on Drawings, assemblies shall comply with Underwriters Laboratories Inc. Fire Resistance Directory, Volume 2, latest edition. 2.Where GA design numbers are referenced on Drawings, assemblies shall comply with GA-600. 2.3 NON-LOAD-BEARING METAL PARTITION STUDS AND RUNNERS A.Stud Sizes: 3-5/8-inch depth by 1-1/4-inch width except where otherwise indicated. B.Steel Stud Performance: Non-load bearing studs shall have structural properties and stiffness sufficient to resist a uniform design load perpendicular to the studs of 5 psf with an allowable deflection of L/360 with single layer of gypsum board on both sides, when erected with stud depths, unbraced heights, and stud spacings indicated on Drawings. 1.Provide 20 gage studs at both sides of door frames, at all fire rated partitions, at walls supporting tile backer board, and at all partitions supporting wall hung casework, fixtures and equipment. d.Verify gages required for support of wall-hung equipment with equipment manufacturer's recommendations. A.Steel Stud Runners: Manufacturer's standard to match studs. Provide long leg runners for slip joint at structure above where indicated. 2.4 CEILING AND SOFFIT FRAMING A.Non-Accessible Ceiling and Soffit Framing: 20 gauge studs, sizes as indicated, 16 inches on center unless otherwise indicated on Drawings. 1.Spans Greater Than 8 Feet: Reference SSMA. 2.5 FINISHES A.Finish for Studs, Runners, Bracing and Accessories: Corrosion resistant galvanized coating conforming to ASTM A653, G40 minimum. SECTION 09 30 00 - TILING GENERAL NOTES: A.To follow current TCNA guidelines. PART 2 PRODUCTS 2.1 GENERAL REQUIREMENTS FOR TILE A.ANSI Standard for Ceramic Tile: Comply with ANSI A137.1 for types, compositions, and grades of tile indicated. 1.Furnish tile complying with "Standard Grade" requirements unless otherwise indicated. 2.Minimum Dynamic Coefficient of Friction (DCOF) for Interior Floor Tile: 0.42 as measured by the DCOF AcuTest method of ANSI A137.1. B.Colors, Textures, and Patterns: Where manufacturer's standard products are indicated for tile, grout, and other products requiring selection of colors, surface textures, patterns, and other appearance characteristics, provide specific products or materials complying with the following requirements: 1.Provide selections made by Architect from manufacturer's full range of standard colors, textures, and patterns for products of type indicated. 2.Provide tile trim and accessories that match color and finish of adjoining flat tile unless noted otherwise. C.Factory Blending: For tile exhibiting color variations within the ranges selected during sample submittals, blend tile in factory and package accordingly so that tile units taken from one package show the same range in colors as those taken from other packages and match approved samples. D.Provide bullnose tile pieces at top of wainscot. 2.3 TILE SETTING MATERIALS A.Acceptable Manufacturers: Unless noted otherwise, tile setting products by the following manufacturers meeting requirements of these specifications, and equivalent to products listed herein or on the Drawings, will be acceptable, subject to product data submittal and approval by the Architect. 1.Bonsal American, Inc. - ProSpec brand. 2.Bostik, Inc. 3.C-Cure Chemical Co., Inc. 4.Custom Building Products. 5.Laticrete International, Inc. 6.MAPEI Corporation. 7.Mer-Krete Systems, division of ParexLahabra, Inc. 8.Specialty Construction Brands, Inc. B.Sand: ASTM C144. C.Portland Cement: ASTM C150. D.High performance Portland Cement Mortar: ANSI A118.4 or A118.15. Required for all porcelain tile installations and elsewhere as specified. 1.For Thin-Set Installation on Interior Walls and Other Vertical Surfaces: a.C-Cure PermaBond NonSag 903 mixed with C-Cure CureMix 937. 2.For Large Format Tile: Medium bed type mortar formulated specifically for use with large format tile. a.Acceptable Products: Subject to approval of tile manufacturer and meeting performance requirements. ·Custom Building Products. i. Custom Large Format Tile-LFT. ii. Custom Complete Contact-LFT. iii. Custom ProLite. ·Laticrete International, Inc. 4-XLT. ·MAPEI Corporation; Kerabond T/Keralastic system. b.Organic Adhesives and Mastics: Not acceptable for setting of tile. 2.4 TILE GROUTING MATERIALS A.Basis of Design Grout Manufacturer: .Custom Building Products. B.Standard Cement Grout: ANSI A118.6. 1.For Joints of 1/8-inch Width or Greater: Sanded. 2.For Joints of Less Than 1/8-inch Width: Unsanded. C.High Performance Tile Grout: ANSI A118.7. Latex-modified or polymer modified. 1.For Joints of 1/8-inch Width or Greater: Sanded. 2.For Joints of Less Than 1/8-inch Width: Unsanded. 3.Colors: As selected by Architect. D.Epoxy Grout: ANSI A118.3. 1.Mixes as recommended by manufacturer. 2.Locations: Epoxy grout required at following locations, and elsewhere as indicated, scheduled, or specified. a.Restroom floors. 2.5 EXPANSION JOINT SEALANT A.Joint Sealant: 1.Floors: Two component polyurethane sealant, ASTM C920, Type M (self-leveling) for horizontal joints, Type II (non-sag) for vertical joints. 2.Walls: Silicone to match grout. 3.Color: Match grout. 4.Ensure sealant is chemically compatible with tile, mortar, and grout. 5.Ensure sealant can physically and chemically withstand environmental conditions normally expected at installation areas. B.Joint Backing: Closed cell foam polyethylene. C.Expansion and Control Joints for Thin-Set Applications: Extruded rigid PVC profiles joined by a soft CPE movement joint material, with integral perforated anchoring legs for setting the joint into the setting bed. 1.Color As selected by Architect. 2.Acceptable Products: Subject to compliance with requirements provide the following: a.Schlüter Systems, L.P. - DILEX-BWB b.Schlüter Systems, L.P. - DILEX-BWS c.Schlüter Systems, L.P. - DILEX-BWA D.Perimeter and Corner Joints: Extruded rigid PVC corner 2-piece, profiles joined by a soft CPE corner profile, with integral PVC perforated anchoring legs for setting the corner joint into the setting material; heights and color as indicated. 1.Color: As selected by Architect. 2.Acceptable Products: Subject to compliance with requirements, provide the following: a.Schlüter Systems, L.P. 2.6 FLOORING TRANSITION ACCESSORIES A.Tile/Resilient Flooring Transition: Schlüter Systems, L.P. - RENO-V. 1.Description: Ball-and-socket hinged profile with sloped exposed surface, tapered leading edge, integrated trapezoid-perforated anchoring leg, and integrated grout joint spacer. 2.Material and Finish: Satin anodized aluminum. B.Tile/Concrete Floor Transition: Schlüter Systems, L.P. - RENO-RAMP. 1.Description: Profile with textured, sloped exposed surface, tapered leading edge, integrated trapezoid-perforated anchoring leg, and integrated grout joint spacer. 2.Material and Finish: Satin anodized aluminum. C.Tile/Concrete Floor Transition: Johnsonite - Transition CTA-49-P. SECTION 09 28 13 - CEMENTITIOUS BACKING BOARDS PART 2 PRODUCTS 2.1 MANUFACTURERS AND PRODUCTS A.Acceptable Manufacturers and Products - Interior Cementitious Backer Units: 1.National Gypsum Company; HYPERLINK "http://www.nationalgypsum.com" www.nationalgypsum.com - PermaBase Cement Board. 2.United States Gypsum Company (USG); HYPERLINK "http://www.usg.com" www.usg.com - Durock Brand Cement Board. 2.2 INTERIOR CEMENTITIOUS BACKER UNITS (CBU) A.Composition: ANSI A118.9 and ASTM C1325. Composed of stable Portland cement, aggregates, and reinforcements. 1.Non-combustible in accordance with ASTM E136. 2.Unaffected by prolonged exposure to moisture. B.Thickness: 1/2 inch unless indicated otherwise. 2.3 ACCESSORY PRODUCTS A.Fasteners: 1.Screws: CBU manufacturer's standard No. 8 steel screws with corrosion resistant coating. Provide type for wood framing or steel framing as appropriate to indicated installation. 2.Nails: 1-1/2-inch hot-dipped galvanized roofing nails. B.Joint Tape: Manufacturer's standard alkali-resistant joint tape. SECTION 09 29 00 - GYPSUM BOARD PART 2 PRODUCTS 2.1 MANUFACTURERS AND PRODUCTS A.Acceptable Manufacturers and Products: 1.American Gypsum; a.Fire Rated: American Gypsum Firebloc Type X. b.Non-Fire Rated: American Gypsum Eagleroc Regular Gypsum Panels. 2.2 ASSEMBLIES A.Fire Rated Assemblies: 1.Gypsum Board Partitions: Partitions listed and labeled for fire protective ratings where indicated. 2.Where UL design numbers are referenced on Drawings, assemblies shall comply with Underwriters Laboratories Inc. Fire Resistance Directory. See Drawings and Sections 01 42 00 and 01 60 00. Products shall be one of those listed in referenced UL assembly. 3.Where GA design numbers are referenced on Drawings, assemblies shall comply with GA-600. 2.3 GYPSUM BOARD AND JOINT FINISHING MATERIALS A.All gypsum board and gypsum board finishing materials shall be formaldehyde-free and asbestos-free. B.Faceboards: ASTM C1396. 1.Types: a.Fire Rated: Type X. UL label. b.Non-Fire Rated: Regular. 2.Size for Walls: 5/8 inch by 48 inch wide by vertical length to allow for vertical installation without cross joints. C.Finishing Materials: Products compatible with gypsum board type to which they will be applied. 1.Joint Finishing Materials: As recommended by gypsum board manufacturer for use with applicable gypsum board product. 2.4 ACCESSORIES A.Fasteners: ASTM C1002. 1.Fastening to Metal: One-inch Type S gypsum board screws. Use proper type for gage of stud. B.Cornerbead and Edge Trim for Interior Installation: Provide corner beads, edge trim and control joints that comply with ASTM C1047 and requirements indicated below: 1.Acceptable Manufacturers: a.California Expanded Metal Products Company. C.Edge Trim: USG Sheetrock No. 103 Dur-A-Bead, 1-1/4-inch by 1-1/4-inch, unless otherwise indicated. SECTION 09 90 00 - PAINTING AND COATING GENERAL NOTES: A.Manufacturer to provide paint spec per project. PART 2 PRODUCTS 2.1 MANUFACTURERS A.Basis of Design Paint and Coating Manufacturer: Sherwin-Williams Company; www.sherwin-williams.com. 2.2 REGULATORY REQUIREMENTS A.Regulatory Requirements: Product shall be certified to meet the following. 1.Volatile Organic Content (VOC): Paint and coating materials shall not exceed VOC content limitations of all applicable regulations, when thinned to manufacturer's maximum recommendation. 2.3 MATERIALS A.Quality: All products not specified by name shall be "best grade" or "first line" products or acceptable manufacturers. B.Volatile Organic Content (VOC): In addition to meeting all applicable regulations, paint and coating materials shall be certified to not exceed following VOC content limitations when thinned to manufacturer's maximum recommendation. 1.Anti-Corrosive and Anti Rust Paints Applied to Interior Ferrous Metal Substrates: VOC content less than 250 grams/liter. 2.Epoxy: Waterborne epoxy; maximum VOC content 200 grams/liter. 3.5 COATING SYSTEM - INTERIOR A.General: 1.Delete primer when re-coating existing surfaces. B.Gypsum Board - Painted: C.Block - Painted: 3.6 EXTERIOR PAINTING AND COATING SCHEDULE A.General: 1.Paint and coating systems shall meet following scheduled requirements as a minimum. 2.Delete primer when re-coating existing surfaces. Zinc Coated Metal (Galvanized) - Painted: SECTION 10 44 00 - FIRE PROTECTION SPECIALTIES PART 2 PRODUCTS 2.1 MANUFACTURERS AND PRODUCTS A.Basis of Design Fire Extinguisher Cabinet Manufacturer and Product: J.L. Industries Ambassador Series Model 1017G17 . 2.2 FIRE EXTINGUISHER CABINETS A.Description: Full glazing-panel door style with semi-recessed 18 gage steel box. 1.Pull handle to open door. 2.Provide fire rated cabinets where located in fire rated partitions. B.Factory Finish: White powder-coated finish. Black vertical letters. 2.3 FIRE EXTINGUISHERS A.Type and Capacity: 10 pound Multi-Purpose A-B-C type with pressure gage. B.Accessories: 1.Furnish wall bracket for wall hung extinguishers. SECTION 10810 - TOILET ROOM ACCESSORIES A.MINIMUM COMPLIANCE STANDARDS: The following Documents govern the Work except where more restrictive items are specified: 1.ANSI A117.1. 2.ADA Guidelines 3.Current Governing Code B.APPROVED MANUFACTURERS: 1.Bobrick Washroom Equipment, Inc., North Hollywood. CA 91605 (213) 764-1000. 2.Bradley Corp., Menomonee Falls, WI 53051 (414) 251-6000. 3.Watrous, Inc., Northbrook, IL 60065 (312) 480-8910. 4.ASI American Specialties. C.MOUNTING LOCATIONS: Refer to the Drawings. When not shown, submit manufacturer's recommendations for locations and mounting height before proceeding. D.INSTALLATION: Securely fasten each item to prevent dislocation or vandalism. Attach each item plumb and level in the locations indicated. Provide in wall blocking as required to meet code and handicap criteria. SPECIFICATIONS Project Contact: Email: Principal: Project Manager ADC Project No: Ken Burgess KBurgess@adcollaborative.com Craig Chinn KEN BURGESS laguna hills, ca 92653 www.adcollaborative.com 23231 south pointe drive 949.267.1660 SA N T A A N I T A L L - B A F A N G D U M P L I N G S 40 0 S B A L D W I N A V E . , S U I T E F 1 8 AR C A D I A , C A , 9 1 0 0 7 Client COPYRIGHT C 23087 Sheet Issue & Revision Log 1 2024-04-05 1ST BUILDING RESUBMITTAL 2 2024-05-17 2nd BUILDING RESUBMITTAL 3 2024-05-22 FIRE RESUBMITTAL Name Addr: City: State: Zip: AVISON YOUNG 2030 MAIN ST #150 IRVINE CA 92614 LIC E N S E D ARCHIT E C T S T A T E OF CA L I F O R NIA SHEET SPECIFICATIONS A0.2 SCALE: 1/4"=1'-0"5TYPICAL STANDARD AND VAN ACCESSIBLE STALL NO PARKING 18 ' - 0 " M I N . TY P . V E R I F Y W / S I T E P L A N 9'-0" MIN. 5'-0"MIN. ACCESSIBLE AISLE AT TYP. ACCESSIBLE STALL. 8'-0" MIN. @ VAN ACCESSIBLE STALL 9'-0" MIN. 2' - 0 " TY P . ℄℄℄℄ NOTES: 1.ACCESSIBLE PARKING SPACES SHALL BE LOCATED SUCH THAT PERSONS WITH DISABILITIES ARE NOT REQUIRED TO WHEEL OR WALK BEHIND PARKED CARS OTHER THAN THEIR OWN. 2.LOCATE ACCESSIBLE STALLS AS NEAR AS PRACTICAL TO PRIMARY ENTRY. 3.PROVIDE 98" MIN. VERTICAL CLEARANCE AT ACCESSIBLE PARKING, FROM SPACE TO FACILITY ENTRANCE. 36" MIN. O.C. 48 " M I N . PE D E S T R I A N R O U T E 4" WIDE BLUE TRAFFIC PAINT - TYP. (2 COATS) MAXIMUM SLOPE IN ANY DIRECTION AT PARKING STALL AND ACCESS AISLE 2%. LOADING & UNLOADING ACCESS AISLE BORDER PAINTED BLUE PAINTED ACCESSIBLE SYMBOL PER 11B-703.7.2.1. STRIPES PAINTED IN CONTRASTING COLOR FROM PAVEMENT, PREFERABLY BLUE OR WHITE ACCESSIBLE PARKING STALL SIGN - TYP. SEE DETAIL 6 ON THIS SHEET WHEEL STOP - SEE DETAIL 4 ON THIS SHEET 12 " M I N . 36" MIN. 36 " M I N . SCALE: 1/2"=1'-0"2ACCESSIBLE SIGNAGE SE E S I G N D E T A I L F O R M I N . M O U N T I N G H E I G H T ACCESSIBLE PARKING SIGN SEE DETAIL 6 ON THIS SHEET ADDITIONAL SIGN REQUIRED AT VAN ACCESSIBLE PARKING SPACES ONLY 2-1/4" X 2-1/4" GALV. T.S. POST CONCRETE OR ASPHALT PARKING SURFACE NOTE: 1.PROVIDE SIGNAGE PER SECTION 11B-502.6 OF THE CBC. 12" DIA X 24" DEEP CONCRETE FOOTING PURPOSE: GENERAL. THIS SHEET CONTAINS SCOPING AND TECHNICAL DETAILS AND REQUIREMENTS FOR ACCESSIBILITY TO SITES, FACILITIES, BUILDINGS, AND ELEMENTS BY INDIVIDUALS WITH DISABILITIES. THE REQUIREMENTS ARE TO BE APPLIED DURING THE DESIGN, CONSTRUCTION, ADDITIONS TO, AND ALTERATION OF SITES, FACILITIES AND BUILDINGS. DIMENSIONS FOR ADULTS AND CHILDREN. THE TECHNICAL REQUIREMENTS ARE BASED ON ADULT DIMENSIONS AND ANTHROPOMETRICS. FOR TECHNICAL REQUIREMENTS AND DIMENSIONS BASED ON CHILDREN'S DIMENSIONS AND ANTHROPOMETRICS FOR DRINKING FOUNTAINS, WATER CLOSETS, TOILET COMPARTMENTS, LAVATORIES AND SINKS, DINING SURFACES, AND WORK SURFACES REFER TO THE CBC. EQUIVALENT FACILITATION. NOTHING IN THESE REQUIREMENTS PREVENTS THE USE OF DESIGNS, PRODUCTS, OR TECHNOLOGIES AS ALTERNATIVES TO THOSE PRESCRIBED, PROVIDED THEY RESULT IN EQUIVALENT OR GREATER ACCESSIBILITY AND USABILITY AND ARE APPROVED AS AN ALTERNATE MEANS AND METHOD PER CBC SECTION PRIOR TO IMPLEMENTATION. CONVENTIONS DIMENSIONS. DIMENSIONS THAT ARE NOT STATED AS "MAXIMUM" OR "MINIMUM" ARE ABSOLUTE. CONSTRUCTION AND MANUFACTURING TOLERANCES. ALL DIMENSIONS ARE SUBJECT TO CONVENTIONAL INDUSTRY TOLERANCES EXCEPT WHERE THE REQUIREMENT IS STATED AS A RANGE WITH SPECIFIC MINIMUM AND MAXIMUM END POINTS. CALCULATION OF PERCENTAGES. WHERE THE REQUIRED NUMBER OF ELEMENTS OR FACILITIES TO BE PROVIDED IS DETERMINED BY CALCULATIONS OF RATIOS OR PERCENTAGES AND REMAINDERS OR FRACTIONS RESULT, THE NEXT GREATER WHOLE NUMBER OF SUCH ELEMENTS OR FACILITIES SHALL BE PROVIDED. WHERE THE DETERMINATION OF THE REQUIRED SIZE OR DIMENSION OF AN ELEMENT OR FACILITY INVOLVES RATIOS OR PERCENTAGES, ROUNDING DOWN FOR VALUES LESS THAN ONE HALF SHALL BE PERMITTED. FIGURES. UNLESS SPECIFICALLY STATED OTHERWISE, FIGURES ARE PROVIDED FOR INFORMATIONAL PURPOSES ONLY. FOR THE PURPOSE OF THIS CHAPTER, THE TERMS LISTED IN CHAPTER 11B OF THE CBC ARE DEFINED IN CHAPTER 2 OF THE CBC. SCALE: N.T.S.1GENERAL NOTES SCALE: N.T.S.16ACCESSIBLE ROUTE ACCESSIBLE ROUTES SHALL COMPLY WITH 11B-402 OF THE CALIFORNIA BUILDING CODES. ACCESSIBLE ROUTES SHALL CONSIST OF ONE OR MORE OF THE FOLLOWING COMPONENTS: 1.WALKING SURFACES WITH A RUNNING SLOPE NOT STEEPER THAN 1:20 2.DOORWAYS 3.RAMPS 4.CURB RAMPS EXCLUDING THE FLARED SIDES 5.ELEVATORS 6.PLATFORM LIFTS. ALL COMPONENTS OF AN ACCESSIBLE ROUTE SHALL COMPLY WITH THE APPLICABLE REQUIREMENTS OF DIVISION 4 OF THE CBC. WALKING SURFACES THAT ARE A PART OF AN ACCESSIBLE ROUTE SHALL COMPLY WITH SECTION 11 B-403 OF THE CBC. FLOOR OR GROUND SURFACES SHALL COMPLY WITH SECTION 11 B-302 OF THE CBC. SLOPE. THE RUNNING SLOPE OF WALKING SURFACES SHALL NOT BE STEEPER THAN 1:20. THE CROSS SLOPE OF WALKING SURFACES SHALL NOT BE STEEPER THAN 1:48. EXCEPTION: THE RUNNING SLOPE OF SIDEWALKS SHALL NOT EXCEED THE GENERAL GRADE ESTABLISHED FOR THE ADJACENT STREET OR HIGHWAY. CHANGES IN LEVEL. CHANGES IN LEVEL SHALL COMPLY WITH SECTION 11B-303 OF THE CBC AND DETAIL 24/ - CLEARANCES. WALKING SURFACES SHALL PROVIDE CLEARANCES COMPLYING WITH SECTION 11 B-403.5. EXCEPTION: WITHIN EMPLOYEE WORK AREAS, CLEARANCES ON COMMON USE CIRCULATION PATHS SHALL BE PERMITTED TO BE DECREASED BY WORK AREA EQUIPMENT PROVIDED THAT THE DECREASE IS ESSENTIAL TO THE FUNCTION OF THE WORK BEING PERFORMED. WALKING SURFACES ON AN ACCESSIBLE ROUTE MUST COMPLY WITH THE CBC SECTION 11B-403 1.WIDTH AND CONTINUOUS SURFACE. WALKS AND SIDEWALKS SUBJECT TO THIS CHAPTER SHALL HAVE A CONTINUOUS COMMON SURFACE, NOT INTERRUPTED BY STEPS OR BY ABRUPT CHANGES IN LEVEL EXCEEDING 1/2 INCH (12.7 MM). REFER TO SECTION 11B-303 OF THE CBC. 1.1.CLEAR WIDTH FOR SIDEWALKS AND WALKS SHALL BE 48" MINIMUM. WHEN, BECAUSE OF THE RIGHT-OF-WAY RESTRICTIONS, NATURAL BARRIERS OR OTHER EXISTING CONDITIONS, THE ENFORCING AGENCY DETERMINES THAT COMPLIANCE WITH THE 48" CLEAR SIDEWALK WIDTH WOULD CREATE AN UNREASONABLE HARDSHIP, THE CLEAR WIDTH MAY BE REDUCED TO 36" MIN. 11B-403.5.1 1.2.SURFACES. SURFACES SHALL BE SLIP-RESISTANT AS FOLLOWS: 1.2.1.SURFACES WITH A SLOPE OF LESS THAN 6 PERCENT GRADIENT SHALL BE AT LEAST AS SLIP-RESISTANT AS THAT DESCRIBED AS A MEDIUM SALTED FINISH. 1.2.2.SURFACES WITH A SLOPE OF 6 PERCENT OR GREATER GRADIENT SHALL BE SLIP-RESISTANT. 1.3 SURFACE CROSS SLOPES. SURFACE CROSS SLOPES SHALL NOT EXCEED 1/4 INCH (6.35 MM) PER FOOT (2.083-PERCENT SLOPE) EXCEPT WHEN THE ENFORCING AGENCY FINDS THAT DUE TO LOCAL CONDITIONS IT CREATES AN UNREASONABLE HARDSHIP, THE CROSS SLOPE MAY BE INCREASED TO A MAXIMUM OF 1/2 INCH (12.7 MM) PER FOOT (4.2-PERCENT SLOPE) FOR DISTANCES NOT TO EXCEED 20 FEET (6096 MM). 2.WALKS WITH CONTINUOUS GRADIENTS. ALL WALKS ON AN ACCESSIBLE ROUTE WITH CONTINUOUS GRADIENTS SHALL HAVE LEVEL AREAS AT LEAST 60 INCHES IN LENGTH AT INTERVALS OF AT LEAST EVERY 400 FEET. 11B-403.7 3.THE RUNNING SLOPE OF WALKING SURFACES SHALL NOT BE STEEPER THAN 1:20 (5% SLOPE) PER SECTION 11B-403.3 OF THE 2022 CBC, 4.SMOOTH SURFACE. THE BOTTOM 10 INCHES (254 MM) OF ALL DOORS AND/OR GATES EXCEPT AUTOMATIC AND SLIDING DOORS OR GATES SHALL HAVE A SMOOTH, UNINTERRUPTED SURFACE TO ALLOW THE DOOR OR GATE TO BE OPENED BY A WHEELCHAIR FOOTREST WITHOUT CREATING A TRAP OR HAZARDOUS CONDITION. WHERE NARROW FRAME DOORS ARE USED, A 10-INCH (254 MM) HIGH SMOOTH PANEL SHALL BE INSTALLED ON THE PUSH SIDE OF THE DOOR, WHICH WILL ALLOW THE DOOR TO BE OPENED BY A WHEELCHAIR FOOTREST WITHOUT CREATING A TRAP OR HAZARDOUS CONDITION. 5.OPENINGS. OPENINGS IN FLOOR OR GROUND SURFACES SHALL NOT ALLOW PASSAGE OF A SPHERE MORE THAN 12 INCH DIAMETER EXCEPT AS ALLOWED IN SECTIONS 11B-407.4.3, 11B-409.4.3, 11B-410.4 11B-810.5.3, AND 11B-810.10. ELONGATED OPENINGS SHALL BE PLACED SO THAT THE LONG DIMENSION IS PERPENDICULAR TO THE DOMINANT DIRECTION OF TRAVEL. CLEAR WIDTH OF ACCESSIBLE ROUTES MUST COMPLY WITH CHAPTER 11B-403.5 OF THE CALIFORNIA BUILDING CODES. 1.THE CLEAR WIDTH OF WALKING SURFACES SHALL BE 36 INCHES (914 MM) MINIMUM. EXCEPTIONS: 1.1.THE CLEAR WIDTH SHALL BE PERMITTED TO BE REDUCED TO 32 INCHES (813 MM) MINIMUM FOR A LENGTH OF 24 INCHES (610 MM) MAXIMUM PROVIDED THAT REDUCED WIDTH SEGMENTS ARE SEPARATED BY SEGMENTS THAT ARE 48 INCHES (1219 MM) LONG MINIMUM AND 36 INCHES (914 MM) WIDE MINIMUM. 1.2.THE CLEAR WIDTH FOR WALKING SURFACES IN CORRIDORS SERVING AN OCCUPANT LOAD OF 10 OR MORE SHALL BE 44 INCHES (1118 MM) MINIMUM. 1.3.THE CLEAR WIDTH FOR SIDEWALKS AND WALKS SHALL BE 48 INCHES (1219 MM) MINIMUM. WHEN, BECAUSE OF RIGHT-OF-WAY RESTRICTIONS, NATURAL BARRIERS OR OTHER EXISTING CONDITIONS, THE ENFORCING AGENCY DETERMINES THAT COMPLIANCE WITH THE 48-INCH (1219 MM) CLEAR SIDEWALK WIDTH WOULD CREATE AN UNREASONABLE HARDSHIP, THE CLEAR WIDTH MAY BE REDUCED TO 36 INCHES (914 MM). 1.4.THE CLEAR WIDTH FOR AISLES SHALL BE 36 INCHES (914 MM) MINIMUM IF SERVING ELEMENTS ON ONLY ONE SIDE, AND 44 INCHES (1118 MM) MINIMUM IF SERVING ELEMENTS ON BOTH SIDES. 2.CLEAR WIDTH AT TURN. WHERE THE ACCESSIBLE ROUTE MAKES A 180 DEGREE TURN AROUND AN ELEMENT WHICH IS LESS THAN 48 INCHES (1219 MM) WIDE, CLEAR WIDTH SHALL BE 42 INCHES (1067 MM) MINIMUM APPROACHING THE TURN, 48 INCHES (1219 MM) MINIMUM AT THE TURN AND 42 INCHES (1067 MM) MINIMUM LEAVING THE TURN. EXCEPTION: WHERE THE CLEAR WIDTH AT THE TURN IS 60 INCHES (1524 MM) MINIMUM COMPLIANCE WITH SECTION 11 B-403.5.2 OF THE CBC SHALL NOT BE REQUIRED. 3.PASSING SPACES. AN ACCESSIBLE ROUTE WITH A CLEAR WIDTH LESS THAN 60 INCHES (1524 MM) SHALL PROVIDE PASSING SPACES AT INTERVALS OF 200 FEET (60,960 MM) MAXIMUM. 4.PASSING SPACES SHALL BE EITHER: A SPACE 60 INCHES (1524 MM) MINIMUM BY 60 INCHES (1524 MM) MINIMUM OR, AN INTERSECTION OF TWO WALKING SURFACES PROVIDING A T-SHAPED SPACE COMPLYING WITH SECTION 11B-304.3.2 WHERE THE BASE AND ARMS OF THE T-SHAPED SPACE EXTEND 48 INCHES (1219 MM) MINIMUM BEYOND THE INTERSECTION. 5.HANDRAILS. WHERE HANDRAILS ARE PROVIDED ALONG WALKING SURFACES WITH RUNNING SLOPES NOT STEEPER THAN 1:20 THEY SHALL COMPLY WITH SECTION 11B-505 OF THE CBC. 6.CONTINUOUS GRADIENT. ALL WALKS WITH CONTINUOUS GRADIENTS SHALL HAVE RESTING AREAS, 60 INCHES (1524 MM) IN LENGTH, AT INTERVALS OF 400 FEET (121,920 MM) MAXIMUM. THE RESTING AREA SHALL BE AT LEAST AS WIDE AS THE WALK. THE SLOPE OF THE RESTING AREA IN ALL DIRECTIONS SHALL BE 1:48 MAXIMUM. TURNING SPACES SHALL COMPLY WITH SECTION 11B-304 OF THE CBC. FLOOR OR GROUND SURFACES. FLOOR OR GROUND SURFACES OF A TURNING SPACE SHALL COMPLY WITH SECTION 11B-302. CHANGES IN LEVEL ARE NOT PERMITTED. EXCEPTION: SLOPES NOT STEEPER THAN 1:48 SHALL BE PERMITTED. SIZE.TURNING SPACE SHALL COMPLY WITH SECTION 11B-304.3.1 OR 11B-304.3.2. CIRCULAR SPACE. THE TURNING SPACE SHALL BE A SPACE OF 60 INCHES (1524 MM) DIAMETER MINIMUM. THE SPACE SHALL BE PERMITTED TO INCLUDE KNEE AND TOE CLEARANCE COMPLYING WITH SECTION 11B-306. T-SHAPED SPACE. THE TURNING SPACE SHALL BE A T-SHAPED SPACE WITHIN A 60 INCH (1524 MM) SQUARE MINIMUM WITH ARMS AND BASE 36 INCHES (914 MM) WIDE MINI-MUM. EACH ARM OF THE T SHALL BE CLEAR OF OBSTRUCTIONS 12 INCHES (305 MM) MINIMUM IN EACH DIRECTION AND THE BASE SHALL BE CLEAR OF OBSTRUCTIONS 24 INCHES (610 MM) MINIMUM. THE SPACE SHALL BE PERMITTED TO INCLUDE KNEE AND TOE CLEARANCE COMPLYING WITH SECTION 11B-306 ONLY AT THE END OF EITHER THE BASE OR ONE ARM. DOOR SWING. DOORS SHALL BE PERMITTED TO SWING INTO TURNING SPACES. CLEAR FLOOR OR GROUND SPACE SHALL COM-PLY WITH SECTION 11B-305 OF THE CBC. FLOOR OR GROUND SURFACES. FLOOR OR GROUND SURFACES OF A CLEAR FLOOR OR GROUND SPACE SHALL COMPLY WITH SECTION 11B-302. CHANGES IN LEVEL ARE NOT PERMITTED. EXCEPTION: SLOPES NOT STEEPER THAN 1:48 SHALL BE PERMITTED. SIZE.THE CLEAR FLOOR OR GROUND SPACE SHALL BE 30 INCHES (762 MM) MINIMUM BY 48 INCHES (1219 MM) MINIMUM. KNEE AND TOE CLEARANCE. UNLESS OTHERWISE SPECIFIED, CLEAR FLOOR OR GROUND SPACE SHALL BE PERMITTED TO INCLUDE KNEE AND TOE CLEARANCE COMPLYING WITH SECTION 11B-306. POSITION. UNLESS OTHERWISE SPECIFIED, CLEAR FLOOR OR GROUND SPACE SHALL BE POSITIONED FOR EITHER FORWARD OR PARALLEL APPROACH TO AN ELEMENT. APPROACH. ONE FULL UNOBSTRUCTED SIDE OF THE CLEAR FLOOR OR GROUND SPACE SHALL ADJOIN AN ACCESSIBLE ROUTE OR ADJOIN ANOTHER CLEAR FLOOR OR GROUND SPACE. CLEAR FLOOR OR GROUND SPACE MAY OVERLAP AN ACCESSIBLE ROUTE, UNLESS SPECIFICALLY PROHIBITED ELSEWHERE IN CHAPTER 11B. MANEUVERING CLEARANCE. WHERE A CLEAR FLOOR OR GROUND SPACE IS LOCATED IN AN ALCOVE OR OTHERWISE CONFINED ON ALL OR PART OF THREE SIDES, ADDITIONAL MANEUVERING CLEARANCE SHALL BE PROVIDED IN ACCORDANCE WITH SECTIONS 11B-305.7.1 AND 11B-305.7.2. FORWARD APPROACH. ALCOVES SHALL BE 36 INCHES (914 MM) WIDE MINIMUM WHERE THE DEPTH EXCEEDS 24 INCHES (610 MM). PARALLEL APPROACH. ALCOVES SHALL BE 60 INCHES (1524 MM) WIDE MINIMUM WHERE THE DEPTH EXCEEDS 15 INCHES (381 MM). 30" 24 " MA X . 30" >2 4 " 6" 15 " MA X . 48" > 1 5 " 48"12" 30 " 32 " MI N . 36 " MI N . 24" MAX. 48" MIN. 60 " MI N . 60" MIN. 36" MIN. 36 " MI N . 24 " MI N . 12" MIN. 60 " MI N . 60 " 60" FORWARD APPROACH CLEARANCES PARALLEL APPROACH CLEARANCES MIN.TURNING RADIUS SINGLE WHEELCHAIR CLEARANCES (MIN.)T-SHAPE 180° TURN TWO WHEELCHAIRS CLEARANCES (MIN.) 36 " MI N . 36" MIN. 48" OR GREATER 36" MIN. 90° TURN AROUND OBSTRUCTION 48 " MI N . 42" MIN. 42" MIN.< 48" 60 " MI N . 36"\MIN.36" MIN.< 48" 180° TURN AROUND OBSTRUCTION SCALE: 1/4"=1'-0"7CLEAR WIDTH OF ACCESSIBLE ROUTES 30 " 17" MIN. 22 " M I N . 1" 3" 2 1 / 8 " 1 3 / 4 " 60 " M I N . T O FI N I S H G R A D E 80 " M I N . W H E N IN A CI R C U L A T I O N PA T H 12" RADIUS, TYPICAL FOR ALL (4) CORNERS 1" MIN. LETTERING TYPICAL CONTRASTING BACKGROUND CONTRACTOR TO VERIFY CONTACT INFORMATION & TELEPHONE NUMBER WITH OWNER 2-1/4"x2-1/4" POST IN CONCRETE FOOTING (SEE DETAIL 2 / - ) NOTE: SEE SITE PLAN FOR LOCATION(S). POST SIGN(S) IN CONSPICUOUS PLACE(S) AT THE ENTRANCE TO OFF-STREET PARKING AREA(S). CENTER LINE OF PARKING STALL TYPICAL UNAUTHORIZED VEHICLES PARKED IN DESIGNATED ACCESSIBLE SPACES NOT DISPLAYING DISTINGUISHING PLACARDS OR SPECIAL LICENSE PLATES ISSUED FOR PERSONS WITH DISABILITIES WILL BE TOWED AWAY AT THE OWNER'S EXPENSE. TOWED VEHICLES MAY BE RECLAIMED BY TELEPHONING P.D. (XXX) XXX-XXXX C.V.V 22658 SCALE: 1-1/2"=1'-0"3UNAUTHORIZED VEHICLE SIGNAGE SCALE: 1/4"=1'-0"4PRECAST CONCRETE WHEEL STOP NOTE: USE AN EPOXY ADHESIVE FOR CONCRETE SLAB APPLICATION. 12 " MI N . AC P A V I N G & B A S E 2'-0" 6" 2" 8" 2"4"LINE OF FRONT OF PARKING STALL PRECAST REINFORCED CONCRETE WHEEL STOP 6'-0" LONG FOR 2 SPACES 4'-0" LONG FOR 1 SPACE. SECURE WITH (2) 1/2" Ø REBAR. A.C. PAVING OVER BASE. OVER COMPACTED SOIL. 12 " 9" VAN ACCESSIBLE RESERVED MINIMUM FINE $250 12" RADIUS, TYPICAL FOR ALL (4) CORNERS BLUE BACKGROUND EQUAL TO COLOR #15090 IN FEDERAL STANDARD 595C HIGHWAY WHITE SYMBOL & LETTERS 1" LETTERING TYPICAL MINIMUM FINE INDICATION AT VAN SPACE VAN ACCESSIBLE INDICATION AT VAN SPACE 2-1/4"x2-1/4" POST IN CONCRETE FOOTING. SEE DETAIL 2 / - CENTER LINE OF PARKING STALL TYPICAL NOTE: REFLECTIVE SIGN, USE REFLECTIVE SHEETING, LAMINATED TO 18GA. GALV. STEEL, BOLTED TO POST. SCALE: 3"=1'-0"6ACCESSIBLE PARKING STALL SIGNAGE 80 " M I N . T O F I N I S H GR A D E F O R F R E E S T A N D I N G 60 " M I N . T O F I N I S H GR A D E F O R W A L L M O U N T E D 80 " M I N . T O F I N I S H GR A D E F O R FR E E S T A N D I N G AT V A N 6 0 " M I N . T O FI N I S H G R A D E F O R WA L L M O U N T E D A T V A N SCALE: 3"=1'-0"10ACCESSIBLE ROUTE SIGNAGE 9" 12 " ACCESSIBLE ROUTE DIRECTIONAL SCHEDULE 1E 1D 1C DIRECTION 1B 1A DIRECTIONI.D. 1G 1F I.D. 1" RADIUS, TYPICAL FOR ALL (4) CORNERS BLUE BACKGROUND EQUAL TO COLOR #15090 IN FEDERAL STANDARD 595C HIGHWAY WHITE SYMBOL & LETTERS 1" LETTERING TYPICAL PROVIDE DIRECTIONAL ARROW WHERE APPROPRIATE 2-1/4"x2-1/4" IN CONCRETE FOOTING. SEE DETAIL 2 / -. NOTE: REFLECTIVE SIGN, USE REFLECTIVE SHEETING, LAMINATED TO 18GA. GALV. STEEL, BOLTED TO POST. SEE SITE PLAN/EGRESS PLAN FOR LOCATION CI R C U L A T I O N P A T H 60 " M I N . T O F I N I S H GR A D E F O R W A L L MO U N T E D DOORS, DOORWAYS, AND GATES THAT ARE PART OF AN ACCESSIBLE ROUTE SHALL COMPLY WITH THE CBC SECTION 11B-404. EXCEPTIONS: DOORS, DOORWAYS, AND GATES DESIGNED TO BE OPERATED ONLY BY SECURITY PERSONNEL SHALL NOT BE REQUIRED TO COMPLY WITH THE CBC SECTION 11B-404.2.7, 11B-404.2.8, 11B-404.2.9, SECTION 11B-404.3.2, AND SECTION 11B-404.3.4 THROUGH 11B-404.3.7. SIGNAGE FROM THE APPROACHING SIDE MUST COMPLY WITH THE CBC SECTION 11B-703.5 AND SHALL BE POSTED WITH THE WORDING "ENTRY RESTRICTED AND CONTROLLED BY SECURITY PERSONNEL. MANUAL DOORS, DOORWAYS, AND MANUAL GATES MANUAL DOORS AND DOORWAYS AND MANUAL GATES INTENDED FOR USER PASSAGE SHALL COMPLY WITH THE CBC SECTION 11B-404.2. REVOLVING DOORS, REVOLVING GATES, AND TURNSTILES SHALL NOT BE PART OF AN ACCESSIBLE ROUTE. DOUBLE-LEAF DOORS AND GATES. AT LEAST ONE OF THE ACTIVE LEAVES OF DOORWAYS WITH TWO LEAVES SHALL COMPLY WITH THE CBC SECTIONS 11B-404.2.3 AND 11B-404.2.4. CLEAR WIDTH. DOOR OPENINGS SHALL PROVIDE A CLEAR WIDTH OF 32 INCHES (813 MM) MINIMUM. CLEAR OPENINGS OF DOORWAYS WITH SWINGING DOORS SHALL BE MEASURED BETWEEN THE FACE OF THE DOOR AND THE STOP, WITH THE DOOR OPEN 90 DEGREES. OPENINGS MORE THAN 24 INCHES (610 MM) DEEP SHALL PROVIDE A CLEAR OPENING OF 36 INCHES (914 MM) MINIMUM. THERE SHALL BE NO PROJECTIONS INTO THE REQUIRED CLEAR OPENING WIDTH LOWER THAN 34 INCHES (864 MM) ABOVE THE FINISH FLOOR OR GROUND. PROJECTIONS INTO THE CLEAR OPENING WIDTH BETWEEN 34 INCHES (864 MM) AND 80 INCHES (2032 MM) ABOVE THE FINISH FLOOR OR GROUND SHALL NOT EXCEED 4 INCHES (102 MM). EXCEPTIONS: 1. IN ALTERATIONS, A PROJECTION OF 5/8 INCH (15.9 MM) MAXIMUM INTO THE REQUIRED CLEAR WIDTH SHALL BE PERMITTED FOR THE LATCH SIDE STOP. 2. DOOR CLOSERS AND DOOR STOPS SHALL BE PERMITTED TO BE 78 INCHES (1981 MM) MINIMUM ABOVE THE FINISH FLOOR OR GROUND. MANEUVERING CLEARANCES SHALL EXTEND THE FULL WIDTH OF THE DOORWAY AND THE REQUIRED LATCH SIDE OR HINGE SIDE CLEARANCE; MUST COMPLY WITH THE CBC SECTION 11B 404.2.4. SWINGING DOORS AND GATES. SWINGING DOORS AND GATES SHALL HAVE MANEUVERING CLEARANCES COMPLYING WITH THE CBC TABLE 11B-404.2.4.1. DOORWAYS WITHOUT DOORS OR GATES, SLIDING DOORS, AND FOLDING DOORS. DOORWAYS LESS THAN 36 INCHES (914 MM) WIDE WITHOUT DOORS OR GATES, SLIDING DOORS, OR FOLDING DOORS SHALL HAVE MANEUVERING CLEARANCES COMPLYING WITH THE CBC TABLE 11B-404.2.4.2. RECESSED DOORS AND GATES. MANEUVERING CLEARANCES FOR FORWARD APPROACH SHALL BE PROVIDED WHEN ANY OBSTRUCTION WITHIN 18 INCHES (457 MM) OF THE LATCH SIDE AT AN INTERIOR DOORWAY, OR WITHIN 24 INCHES (610 MM) OF THE LATCH SIDE OF AN EXTERIOR DOORWAY, PROJECTS MORE THAN 8 INCHES (203 MM) BEYOND THE FACE OF THE DOOR, MEASURED PERPENDICULAR TO THE FACE OF THE DOOR OR GATE. FLOOR OR GROUND SURFACE. PER THE CBC SECTION 11B 404.2.4.4, FLOOR OR GROUND SURFACE WITHIN REQUIRED MANEUVERING CLEARANCES SHALL COMPLY WITH THE CBC SECTION 11B-302. CHANGES IN LEVEL ARE NOT PERMITTED. EXCEPTIONS: 1.SLOPES NOT STEEPER THAN 1:48 SHALL BE PERMITTED. 2. CHANGES IN LEVEL AT THRESHOLDS COMPLYING WITH SECTION 11 B-404.2.5 OF THE CBC SHALL BE PERMITTED . THRESHOLDS. THRESHOLDS, IF PROVIDED AT DOORWAYS, SHALL BE 1/2 INCH (12.7 MM) HIGH MAXIMUM. RAISED THRESHOLDS AND CHANGES IN LEVEL AT DOORWAYS SHALL COMPLY WITH THE CBC SECTIONS 11B-302 AND 11B-303. DOORS IN SERIES AND GATES IN SERIES. THE DISTANCE BETWEEN TWO HINGED OR PIVOTED DOORS IN SERIES AND GATES IN SERIES SHALL BE 48 INCHES (1219 MM) MINIMUM PLUS THE WIDTH OF DOORS OR GATES SWINGING INTO THE SPACE. DOOR AND GATE HARDWARE. HANDLES, PULLS, LATCHES, LOCKS, AND OTHER OPERABLE PARTS ON DOORS AND GATES SHALL COMPLY WITH THE CBC SECTION 11B-309.4. OPERABLE PARTS OF SUCH HARDWARE SHALL BE 34 INCHES (864 MM) MINIMUM AND 44 INCHES (1118 MM) MAXIMUM ABOVE THE FINISH FLOOR OR GROUND. WHERE SLIDING DOORS ARE IN THE FULLY OPEN POSITION, OPERATING HARDWARE SHALL BE EXPOSED AND USABLE FROM BOTH SIDES. EXCEPTIONS: 1.EXISTING LOCKS SHALL BE PERMITTED IN ANY LOCATION AT EXISTING GLAZED DOORS WITHOUT STILES, EXISTING OVERHEAD ROLLING DOORS OR GRILLES, AND SIMILAR EXISTING DOORS OR GRILLES THAT ARE DESIGNED WITH LOCKS THAT ARE ACTIVATED ONLY AT THE TOP OR BOTTOM RAIL. 2. ACCESS GATES IN BARRIER WALLS AND FENCES PROTECTING POOLS, SPAS, AND HOT TUBS SHALL BE PERMITTED TO HAVE OPERABLE PARTS OF THE RELEASE OF LATCH ON SELF-LATCHING DEVICES AT 54 INCHES (1372 MM) MAXIMUM ABOVE THE FINISH FLOOR OR GROUND PROVIDED THE SELF-LATCHING DEVICES ARE NOT ALSO SELF-LOCKING DEVICES AND OPERATED BY MEANS OF A KEY, ELECTRONIC OPENER, OR INTEGRAL COMBINATION LOCK. DOOR CLOSERS AND GATE CLOSERS SHALL BE ADJUSTED SO THAT FROM AN OPEN POSITION OF 90 DEGREES, THE TIME REQUIRED TO MOVE THE DOOR TO A POSITION OF 12 DEGREES FROM THE LATCH IS 5 SECONDS MINIMUM. DOOR AND GATE SPRING HINGES SHALL BE ADJUSTED SO THAT FROM THE OPEN POSITION OF 70 DEGREES, THE DOOR OR GATE SHALL MOVE TO THE CLOSED POSITION IN 1.5 SECONDS MINIMUM. DOOR AND GATE OPENING FORCE THE FORCE FOR PUSHING OR PULLING OPEN A DOOR OR GATE OTHER THAN FIRE DOORS SHALL BE AS FOLLOWS: 1. INTERIOR HINGED DOORS AND GATES: 5 POUNDS (22.2 N) MAXIMUM. 2. SLIDING OR FOLDING DOORS: 5 POUNDS (22.2 N) MAXIMUM. 3. REQUIRED FIRE DOORS: THE MINIMUM OPENING FORCE ALLOWABLE BY THE APPROPRIATE ADMINISTRATIVE AUTHORITY, NOT TO EXCEED 15 POUNDS (66.7 N). 4. EXTERIOR HINGED DOORS: 5 POUNDS (22.2 N) MAXIMUM. THESE FORCES DO NOT APPLY TO THE FORCE REQUIRED TO RETRACT LATCH BOLTS OR DISENGAGE OTHER DEVICES THAT HOLD THE DOOR OR GATE IN A CLOSED POSITION. EXCEPTIONS: 1. WHEN, AT A SINGLE LOCATION, ONE OF EVERY EIGHT EXTERIOR DOOR LEAFS, OR FRACTION OF EIGHT, IS A POWERED DOOR, OTHER EXTERIOR DOORS AT THE SAME LOCATION, SERVING THE SAME INTERIOR SPACE, MAY HAVE A MAXIMUM OPENING FORCE OF 8.5 POUNDS (37.8 N). THE POWERED LEAF( S) SHALL BE LOCATED CLOSEST TO THE ACCESSIBLE ROUTE. A. POWERED DOORS SHALL BE FULLY AUTOMATIC DOORS COMPLYING WITH BUILDERS HARDWARE MANUFACTURERS' ASSOCIATION (BHMA) A156.10 OR LOW ENERGY OPERATED DOORS COMPLYING WITH BHMA A156.19. B. POWERED DOORS SERVING A BUILDING OR FACILITY WITH AN OCCUPANCY OF 150 OR MORE SHALL BE PROVIDED WITH A BACK-UP BATTERY OR BACK-UP GENERATOR. THE BACK-UP POWER SOURCE SHALL BE ABLE TO CYCLE THE DOOR A MINIMUM OF 100 CYCLES. C. POWERED DOORS SHALL BE CONTROLLED ON BOTH THE INTERIOR AND EXTERIOR SIDES OF THE DOORS BY SENSING DEVICES, PUSH PLATES, VERTICAL ACTUATION BARS OR OTHER SIMILAR OPERATING DEVICES COMPLYING WITH SECTIONS 11B-304, 11B-305 AND 11B-308. D. AT EACH LOCATION WHERE PUSH PLATES ARE PROVIDED THERE SHALL BE TWO PUSH PLATES; THE CENTERLINE OF ONE PUSH PLATE SHALL BE 7 INCHES (178 MM) MINIMUM AND 8 INCHES (203 MM) MAXIMUM ABOVE THE FLOOR OR GROUND SURFACE AND THE CENTERLINE OF THE SECOND PUSH PLATE SHALL BE 30 INCHES (762 MM) MINIMUM AND 44 INCHES (1118 MM) MAXIMUM ABOVE THE FLOOR OR GROUND SURFACE. EACH PUSH PLATE SHALL BE A MINIMUM OF 4 INCHES (102 MM) DIAMETER OR A MINIMUM OF 4 INCHES BY 4 INCHES (102 MM BY 102 MM) SQUARE AND SHALL DISPLAY THE INTERNATIONAL SYMBOL OF ACCESSIBILITY COMPLYING WITH SECTION 11 B-703. 7. AT EACH LOCATION WHERE VERTICAL ACTUATION BARS ARE PROVIDED THE OPERABLE PORTION SHALL BE LOCATED SO THE BOTTOM IS 5 INCHES (127 MM) MAXIMUM ABOVE THE FLOOR OR GROUND SURFACE AND THE TOP IS 35 INCHES (889 MM) MINIMUM ABOVE THE FLOOR OR GROUND SURFACE. THE OPERABLE PORTION OF EACH VERTICAL ACTUATION BAR SHALL BE A MINIMUM OF 2 INCHES (51 MM) WIDE AND SHALL DISPLAY THE INTERNATIONAL SYMBOL OF ACCESSIBILITY COMPLYING WITH SECTION 11B-703.7. WHERE PUSH PLATES, VERTICAL ACTUATION BARS OR OTHER SIMILAR OPERATING DEVICES ARE PROVIDED, THEY SHALL BE PLACED IN A CONSPICUOUS LOCATION. A LEVEL AND CLEAR FLOOR OR GROUND SPACE FOR FORWARD OR PARALLEL APPROACH COMPLYING WITH SECTION 11B-305 SHALL BE PROVIDED, CENTERED ON THE OPERATING DEVICE. DOORS SHALL NOT SWING INTO THE REQUIRED CLEAR FLOOR OR GROUND SPACE. D. SIGNS IDENTIFYING THE ACCESSIBLE ENTRANCE REQUIRED BY SECTION 11B -216.6 SHALL BE PLACED ON, OR IMMEDIATELY ADJACENT TO, EACH POWERED DOOR. SIGNAGE SHALL BE PROVIDED IN COMPLIANCE WITH BHMA A156.10 OR BHMA A156.19, AS APPLICABLE. E. IN ADDITION TO THE REQUIREMENTS OF ITEM D, WHERE A POWERED DOOR IS PROVIDED IN BUILDINGS OR FACILITIES CONTAINING ASSEMBLY OCCUPANCIES OF 300 OR MORE, A SIGN DISPLAYING THE INTERNATIONAL SYMBOL OF ACCESSIBILITY MEASURING 6 INCHES BY 6 INCHES (152 MM BY 152 MM), COMPLYING WITH SECTION 11 B-703.7, SHALL BE PROVIDED ABOVE THE DOOR ON BOTH THE INTERIOR AND EXTERIOR SIDES OF EACH POWERED DOOR. DOOR AND GATE SURFACES. SWINGING DOOR AND GATE SURFACES WITHIN 10 INCHES (254 MM) OF THE FINISH FLOOR OR GROUND MEASURED VERTICALLY SHALL HAVE A SMOOTH SURFACE ON THE PUSH SIDE EXTENDING THE FULL WIDTH OF THE DOOR OR GATE. PARTS CREATING HORIZONTAL OR VERTICAL JOINTS IN THESE SURFACES SHALL BE WITHIN 1/16 INCH (1.6 MM) OF THE SAME PLANE AS THE OTHER AND BE FREE OF SHARP OR ABRASIVE EDGES. CAVITIES CREATED BY ADDED KICK PLATES SHALL BE CAPPED. EXCEPTIONS: 1.SLIDING DOORS SHALL NOT BE REQUIRED TO COMPLY WITH SECTION 11B-404.2.10. 2. TEMPERED GLASS DOORS WITHOUT STILES AND HAVING A BOTTOM RAIL OR SHOE WITH THE TOP LEADING EDGE TAPERED AT 60 DEGREES MINIMUM FROM THE HORIZONTAL SHALL NOT BE REQUIRED TO MEET THE 10 INCH (254 MM) BOTTOM SMOOTH SURFACE HEIGHT REQUIREMENT. 3. DOORS AND GATES THAT DO NOT EXTEND TO WITHIN 10 INCHES (254 MM) OF THE FINISH FLOOR OR GROUND SHALL NOT BE REQUIRED TO COMPLY WITH SECTION 11B-404.2.10. VISION LIGHTS. DOORS, GATES, AND SIDE LIGHTS ADJACENT TO DOORS OR GATES, CONTAINING ONE OR MORE GLAZING PANELS THAT PERMIT VIEWING THROUGH THE PANELS SHALL HAVE THE BOTTOM OF AT LEAST ONE GLAZED PANEL LOCATED 43 INCHES (1092 MM) MAXIMUM ABOVE THE FINISH FLOOR. EXCEPTION: GLAZING PANELS WITH THE LOWEST PART MORE THAN 66 INCHES (1676 MM) FROM THE FINISH FLOOR OR GROUND SHALL NOT BE REQUIRED TO COMPLY WITH SECTION 11B-404.2.11. AUTOMATIC AND POWER ASSISTED DOOR AND GATES SHALL COMPLY WITH SECTION 11B-404.3. FULL-POWERED AUTOMATIC DOORS SHALL COMPLY WITH ANSI/BHMA AI56.10. LOW-ENERGY AND POWER-ASSISTED DOORS SHALL COMPLY WITH ANSI/BHMA A156.19. CLEAR WIDTH. DOORWAYS SHALL PROVIDE A CLEAR OPENING OF 32 INCHES (813 MM) MINIMUM IN POWER-ON AND POWER-OFF MODE. THE MINIMUM CLEAR WIDTH FOR AUTOMATIC DOOR SYSTEMS IN A DOORWAY SHALL PROVIDE A CLEAR, UNOBSTRUCTED OPENING OF32 INCHES (813 MM) WITH ONE LEAF POSITIONED AT AN ANGLE OF 90 DEGREES FROM ITS CLOSED POSITION. MANEUVERING CLEARANCE. CLEARANCES AT AUTOMATIC DOORS AND GATES WITHOUT STANDBY POWER AND SERVING AN ACCESSIBLE MEANS OF EGRESS SHALL COMPLY WITH SECTION 11B-404.2.4. EXCEPTION: WHERE AUTOMATIC DOORS AND GATES REMAIN OPEN IN THE POWER-OFF CONDITION, COMPLIANCE WITH SECTION 11B-404.2.4 SHALL NOT BE REQUIRED. MANUALLY OPERATED CONTROLS SHALL COMPLY WITH SECTION 11B-309. THE CLEAR FLOOR SPACE ADJACENT TO THE CONTROL SHALL BE LOCATED BEYOND THE ARC OF THE DOOR SWING. BREAK OUT OPENING. WHERE DOORS AND GATES WITHOUT STANDBY POWER ARE A PART OF A MEANS OF EGRESS, THE CLEAR BREAK OUT OPENING AT SWINGING OR SLIDING DOORS AND GATES SHALL BE 32 INCHES (813 MM) MINIMUM WHEN OPERATED IN EMERGENCY MODE. EXCEPTION: WHERE MANUAL SWINGING DOORS AND GATES COMPLY WITH SECTION 11 B-404.2 AND SERVE THE SAME MEANS OF EGRESS COMPLIANCE WITH SECTION 11B-404.3.6 SHALL NOT BE REQUIRED. REVOLVING DOORS, REVOLVING GATES, AND TURNSTILES. REVOLVING DOORS, REVOLVING GATES, AND TURNSTILES SHALL NOT BE PART OF AN ACCESSIBLE ROUTE. 48 " MI N . 12" MIN. 18" MIN. 48 " MI N . 12" MIN. 12" MIN. 48 " MI N . 18" MIN. 18" MIN. 4 8 " M I N . HINGE APPROACH PUSH SIDE LATCH APPROACH, PULL SIDE PUSH SIDE (DOOR PROVIDED WITH BOTH CLOSER AND LATCH) PULL SIDE 60 " MI N . 36" MIN.44 " MI N . 22" MIN. 48 " MI N . 22" MIN. 60 " MI N . 24" MIN. PULL SIDE **18" MIN. @ INTERIOR DOORS & 24" MIN. @ EXTERIOR DOORS PUSH SIDE PUSH SIDE (DOOR PROVIDED WITH BOTH CLOSER AND LATCH) 60 " MI N . 18" MIN.** 48 " MI N . 48 " MI N . 12" MIN. FRONT APPROACH APPROACH DIRECTION FROM FRONT FROM FRONT FROM HINGE SIDE FROM HINGE SIDE FROM LATCH SIDE FROM LATCH SIDE TYPE OF USE DOOR OR GATE SIDE PERPENDICULAR TO DOORWAY PARALLEL TO DOORWAY MINIMUM MANEUVERING CLEARANCE PULL PULL PULL PUSH PUSH PUSH 60 INCHES (1524 mm) 60 INCHES (1524 mm) 60 INCHES (1524 mm) 48 INCHES (1219 mm) 44 INCHES (1118 mm)2 44 INCHES (1118 mm)2 18 INCHES (457 mm)5 36 INCHES (914 mm) 22 INCHES (559 mm)3 24 INCHES (610 mm) 0 INCHES (0 mm)1 24 INCHES (610 mm) BOTH DOORS OPEN OUTDOORS IN SERIESDOORS AT OPPOSITE WALLSDOORS AT ADJACENT WALLS TABLE 11B-404.2.4.1 MANEUVERING CLEARANCE AT MANUAL SWING DOORS AND GATES 5' - 0 " A . F . F . 34 " T O 4 4 " 10 " MI N . DOOR CLOSER IF PROVIDED INTERNATIONAL SYMBOL OF ACCESSIBILITY AT ENTRIES - WHITE FIGURE ON BLUE BACKGROUND. BLUE EQUAL TO COLOR NO. 15090 IN FED. STD. 595C DOOR HANDLE, SEE HARDWARE NOTES SMOOTH, UNINTERRUPTED DURABLE SURFACE SCALE: 1/4"=1'-0"13DOORS 1.ADD 12 INCHES (305 MM) IF CLOSER AND LATCH ARE PROVIDED. 2.ADD 4 INCHES (102 MM) IF CLOSER AND LATCH ARE PROVIDED. 3.BEYOND HINGE SIDE. 4.ADD 4 INCHES (102 MM) IF CLOSER IS PROVIDED. 5.ADD 6 INCHES (152 MM) AT EXTERIOR SIDE OF EXTERIOR DOORS. SCALE: N.T.S.24CHANGES IN LEVEL CHANGES IN LEVEL. VERTICAL. CHANGES IN LEVEL OF 1/4 INCH (6.4 MM) HIGH MAXIMUM SHALL BE PERMITTED TO BE VERTICAL AND WITHOUT EDGE TREATMENT. BEVELED. CHANGES IN LEVEL BETWEEN 1/4 INCH (6.4 MM) HIGH MINIMUM AND 1/2 INCH (12.7 MM) HIGH MAXIMUM SHALL BE BEVELED WITH A SLOPE NOT STEEPER THAN 1:2. 1/ 4 " MA X 1/ 4 " VERTICAL CHANGE IN LEVEL BEVELED CHANGE IN LEVEL 1/ 4 " 1 2 1/ 2 " Project Contact: Email: Principal: Project Manager ADC Project No: Ken Burgess KBurgess@adcollaborative.com Craig Chinn KEN BURGESS laguna hills, ca 92653 www.adcollaborative.com 23231 south pointe drive 949.267.1660 SA N T A A N I T A L L - B A F A N G D U M P L I N G S 40 0 S B A L D W I N A V E . , S U I T E F 1 8 AR C A D I A , C A , 9 1 0 0 7 Client COPYRIGHT C 23087 Sheet Issue & Revision Log 1 2024-04-05 1ST BUILDING RESUBMITTAL 2 2024-05-17 2nd BUILDING RESUBMITTAL 3 2024-05-22 FIRE RESUBMITTAL Name Addr: City: State: Zip: AVISON YOUNG 2030 MAIN ST #150 IRVINE CA 92614 LIC E N S E D ARCHIT E C T S T A T E OF CA L I F O R NIA ACCESSIBILITY DETAILS (CBC) A0.3.1 SCALE: 1/2"=1'-0"13RESTROOM SIGNAGE NOTES: THE INTERNATIONAL SYMBOL OF ACCESSIBILITY SHALL BE THE STANDARD TO IDENTIFY FACILITIES THAT ARE ACCESSIBLE TO AND USABLE BY PHYSICALLY DISABLED PERSONS AS SET FORTH IN TITLE 24 AND AS SPECIFICALLY REQUIRED IN THE CBC SECTION 11B-703. THE INTERNATIONAL SYMBOL OF ACCESSIBILITY SHALL CONSIST OF A WHITE FIGURE ON A BLUE BACKGROUND. THE BLUE SHALL BE EQUAL TO COLOR NO. 15090 IN FEDERAL STANDARD 595C. STROKE THICKNESS OF THE UPPER CASE "I" SHALL BE 15 PERCENT MAX OF THE HEIGHT OF THE CHARACTER. LETTERS AND NUMBERS ON SIGNS SHALL HAVE A WIDTH-TO-HEIGHT RATIO OF BETWEEN 3:5 AND 1:1 AND A STROKE WIDTH-TO-HEIGHT RATIO BETWEEN 1:5 AND 1:10. CHARACTERS AND NUMBERS ON SIGNS SHALL BE SIZED ACCORDING TO THE VIEWING DISTANCE FROM WHICH THEY ARE TO BE READ. THE MINIMUM HEIGHT IS MEASURED USING AN UPPER CASE "I". LOWER CASE CHARACTERS ARE PERMITTED FOR SIGNS SUSPENDED OR PROJECTED ABOVE THE FINISH FLOOR. THE MINIMUM CHARACTER HEIGHT SHALL BE 3". CHARACTERS AND SYMBOLS SHALL CONTRAST WITH THEIR BACKGROUND. WHEN RAISED CHARACTERS OR SYMBOLS ARE USED, THEY SHALL CONFORM TO THE FOLLOWING: LETTERS AND NUMBERS ON SIGNS SHALL BE RAISED 1/32" MINIMUM AND SHALL BE SANS-SERIF UPPERCASE LETTERS ACCOMPANIED BY GRADE 2 BRAILLE. RAISED CHARACTERS OR SYMBOLS SHALL BE 5/8" HIGH MINIMUM AND 2" HIGH MAXIMUM. PICTORIAL SYMBOL SIGNS (PICTOGRAMS) SHALL BE ACCOMPANIED BY THE EQUIVALENT VERBAL DESCRIPTION PLACED DIRECTLY ON THE PICTOGRAM. THE BORDER DIMENSION OF THE PICTOGRAM SHALL BE A MINIMUM OF 6" IN HEIGHT. CONTRACTED GRADE II BRAILLE SHALL BE USED WHEREVER BRAILLE SYMBOLS ARE SPECIFICALLY REQUIRED IN OTHER PORTIONS OF THESE REGULATIONS. DOTS SHALL BE 1/10" ON CENTER IN EACH CELL WITH 2/10" SPACE BETWEEN CELLS. DOTS SHALL BE RAISED A MINIMUM OF 1/40" ABOVE THE BACKGROUND. WHEN PERMANENT IDENTIFICATION IS PROVIDED FOR ROOMS AND SPACES, RAISED LETTERS SHALL BE ACCOMPANIED BY BRAILLE. SIGNS SHALL BE INSTALLED ON THE WALL ADJACENT TO THE LATCH SIDE OF THE DOOR. WHERE THERE IS NO WALL SPACE ON THE LATCH SIDE, INCLUDING DOUBLE LEAF DOORS, SIGNS SHALL BE PLACED ON THE NEAREST ADJACENT WALL, PREFERABLY ON THE RIGHT. MOUNTING HEIGHT SHALL BE 60" ABOVE THE FINISHED FLOOR TO THE CENTERLINE OF THE SIGN. MOUNTING LOCATION SHALL BE DETERMINED SO THAT A PERSON MAY APPROACH WITHIN 3" OF THE SIGNAGE WITHOUT ENCOUNTERING PROTRUDING OBJECTS OR STANDING WITHIN THE SWING OF A DOOR. WOMEN MEN 1'-0"1'-0"1'-0" MEN 58 " M i n . - 6 0 " M a x . 34 " M I N . - 4 4 " M A X . DOOR-MOUNTED SIGNAGE WALL MOUNTED SIGNAGE TO BE LOCATED ON LATCH SIDE OF DOOR CLEAR OF DOOR-SWING. MOUNT AT 60" TO CENTERLINE OF SIGN FROM FLOOR. UPPERCASE SAN SERIF STYLE CHARACTERS RAISED 1/32" HEIGHT OF LETTERING 5/8" MIN. TO 2" MAX. CORRESPONDING GRADE II BRAILLE. BRAILE SHALL BE POSITIONED FLUSH LEFT OR CENTERED BELOW THE CORRESPONDING TEXT IN ACCORDANCE WITH THE 2016 CBC SECTION 11B-703.3.2 6" M I N . ALL GENDER 48 " M I N . SCALE: 1"=1'-0"17EXIT SIGNAGE 60 " A . F . F . M A X . T O BA S E L I N E O F H I G H E S T L I N E O F T E X T NOTES: 1.EACH GRADE-LEVEL EXTERIOR EXIT DOOR SHALL BE IDENTIFIED BY A TACTILE EXIT WITH THE WORD, "EXIT". 2.EACH EXIT DOOR THAT LEADS DIRECTLY TO A GRADE-LEVEL EXTERIOR EXIT BY MEANS OF A STAIRWAY OR RAMP SHALL BE IDENTIFIED BY A TACTILE EXIT SIGN WITH THE FOLLOWING WORDS AS APPROPRIATE: A."EXIT STAIR DOWN" B."EXIT RAMP DOWN" C."EXIT STAIR UP" D."EXIT RAMP UP" 3.EACH EXIT DOOR THAT LEADS DIRECTLY TO A GRADE-LEVEL EXTERIOR EXIT BY MEANS OF AN EXIT ENCLOSURE OR AN EXIT PASSAGEWAY SHALL BE IDENTIFIED BY A TACTILE EXIT SIGN WITH THE WORDS, "EXIT ROUTE". 4.EACH EXIT ACCESS DOOR FROM AN INTERIOR ROOM OR AREA TO A CORRIDOR OR HALLWAY THAT IS REQUIRED TO HAVE A VISUAL EXIT SIGN, SHALL BE IDENTIFIED BY A TACTILE EXIT SIGN WITH THE WORDS, "EXIT ROUTE". 5.EACH EXIT DOOR THROUGH A HORIZONTAL EXIT SHALL BE IDENTIFIED BY A SIGN WITH THE WORDS, "TO EXIT". 6.SYMBOLS SHALL BE CENTERED 60" A.F.F. 7.THE CHARACTERS AND BACKGROUND SHALL HAVE A NON-GLARE FINISH AND THE COLOR SHALL CONTRAST WITH THE COLOR ON WHICH IT IS MOUNTED. 8.THE CONTRACTOR SHALL MAKE A SUBMITTAL FOR APPROVAL BY THE ARCHITECT. 9.SIGNS ARE INSTALLED ON THE WALL ADJACENT TO THE LATCH SIDE OF THE DOOR (AT DOUBLE LEAF DOORS AND WHEN THERE IS NO WALL SPACE AT THE LATCH SIDE, SIGNS SHALL BE PLACED ON THE NEAREST ADJACENT WALL, PREFERABLY ON THE RIGHT). 10.CHARACTER WIDTH TO HEIGHT RATIO BETWEEN 3:5 AND 1:1 WITH A 1:5 AND 1:10 STROKE WIDTH TO HEIGHT RATIO. 11.MOUNTING LOCATION ALLOWS A PERSON TO APPROACH WITHIN 3" OF THE SIGNAGE WITHOUT ENCOUNTERING PROTRUDING OBJECTS OR STANDING WITHIN THE SWING OF A DOOR. 12.PROVIDE 18" WIDE X 18" DEEP CLEARANCE CENTERED ON THE SIGN OUTSIDE THE SWING OF THE DOOR WHEN IT IS OPEN 45 DEGREES. EXIT (BRAILLE) 48 " A . F . F . M I N . T O BA S E L I N E O F B R A I L L E C E L L EXIT STAIRS DOWN (BRAILLE) 5/ 8 " 5/ 8 " 1/ 2 "1" 5/ 8 " EQ EQ 6" 5" 3/ 8 " NOTE: DIMENSIONS APPLY TO ALL EGRESS SIGNAGE 3/8 " 5/ 8 " 18 " 18" UPPPERCASE SANS-SERIF CHARACTERS RAISED 1/32" MIN. CORRESPONDING GRADE II BRAILLE CLEAR SPACE CENTERED ON TACTILE CHARACTERS TACTILE & BRAILLE EXIT ROUTE SIGN ALL UPPER CASE TEXT 5/8" - 2" TEXT HEIGHT WITH CONTRACTED GRADE 2 BRAILLE SCALE: 1/2"=1'-0"2ACCESSIBLE LAVATORIES AND SINKS 9" MI N . 27 " M I N . @ R E A R 34 " M A X . 40 " M A X . 6" MAX. 8" MIN. KNEE CLEARANCE 30" WIDE 11" MIN. KNEE CLEARANCE 30" WIDE RIM/COUNTER MIRROR KNEE TOE 29 " M I N . @ F R O N T KNEE FWD. APPROACH 15 " M I N . CL E A R 18 " M I N . CL E A R 48" MIN. 19" MAX. 30 " M I N . ELEVATION SPOUT HEIGHT AND KNEE CLEARANCE SINK CLEARANCE ACCESSIBLE LAVATORIES AND SINKS SHALL COMPLY WITH THE CBC SECTION 11B-606. 1.LOCATION: THE LAVATORY SHALL BE LOCATED WITH THE CENTERLINE OF THE FIXTURE A MINIMUM OF 18" HORIZONTALLY FROM AN ADJOINING WALL OR FIXTURE. THE TOP OF THE FIXTURE RIM SHALL BE A MAXIMUM OF 34 " ABOVE THE FINISH FLOOR. DISTANCE SHALL BE MEASURED TO THE HIGHER OF THE FIXTURE RIM FOR SURFACE MOUNT OR COUNTER SURFACE FOR UNDER MOUNT. 2.FLOOR SPACE: A CLEAR MANEUVERING SPACE AT LEAST 30" X 48" CLEAR SPACE SHALL BE PROVIDED IN FRONT OF AND CENTERED ON ACCESSIBLE LAVATORIES TO ALLOW FORWARD APPROACH. SUCH CLEAR FLOOR SPACE SHALL ADJOIN OR OVERLAP AN ACCESSIBLE ROUTE AND SHALL NOT EXTEND INTO THE KNEE AND TOE SPACE UNDERNEATH THE LAVATORY MORE THAN 19". THIS CLEAR SPACE SHALL COMPLY WITH ALLOWABLE REACH RANGES. 3.KNEE AND TOE SPACE SHALL BE PROVIDED AS SHOWN BELOW. A MAXIMUM OF 19" OF THE REQUIRED FORWARD APPROACH MAY BE PROVIDED BY KNEE AND TOE CLEARANCES. 4.THE FLOOR FINISH BENEATH THE LAVATORY SHALL EXTEND TO THE WALL. 5.SUPPLY WATER & DRAIN PIPES EXPOSED UNDER LAVATORIES SHALL BE INSULATED OR OTHERWISE COVERED. THERE SHALL BE NO SHARP OR ABRASIVE SURFACES UNDER LAVATORIES. 6.LAVATORY FAUCET CONTROLS AND OPERATION MECHANISMS SHALL BE OPERABLE WITH ONE HAND AND SHALL NOT REQUIRE TIGHT GRASPING, PINCHING OR TWISTING OF THE WRIST. THE FORCE TO ACTIVATE CONTROLS SHALL BE NO GREATER THAN 5 POUND-FORCE. LEVER OPERATED, PUSH-TYPE, AND ELECTRONICALLY CONTROLLED MECHANISMS ARE EXAMPLES OF ACCEPTABLE DESIGNS. SELF-CLOSING VALVES ARE ALLOWED IF THE FAUCET REMAINS OPEN FOR AT LEAST 10 SECONDS. 7.WHERE MIRRORS OR TOWEL FIXTURES ARE PROVIDED, AT LEAST ONE OF EACH SHALL BE ACCESSIBLE AND SHALL BE MOUNTED WITH THE BOTTOM EDGE OF THE REFLECTING SURFACE NO HIGHER THAN 40" FROM THE FLOOR. 8.WATER CLOSET CONTROLS SHALL BE OPERABLE W/ ONE HAND AND NO TIGHT GRASP, PINCH, OR TWIST REQ'D . NO GREATER THAN 5 LBS FORCE TO OPERATE. 9.TOILET TISSUE DISPENSERS SHALL BE LOCATED ON A WALL OR PARTITION WITHIN 7"-9" OF THE FRONT EDGE OF THE TOILET SEAT AND THE OPENING A MINIMUM OF 19" ABOVE THE FLOOR. DISPENSERS THAT CONTROL DELIVERY OR THAT DO NOT PERMIT CONTINUOUS PAPER FLOW SHALL NOT BE USED. 10.SPACE IN THE TOILET ROOM MEASURING 30" WIDE BY 48" LONG OUTSIDE THE DOOR SWING SHALL BE PROVIDING PER CBC 11B-305.3. THERE SHALL BE A TURNING SPACE OF 60 INCHES DIAMETER MINIMUM, THE SPACE SHALL BE PERMITTED TO INCLUDE KNEE CLEARANCE COMPLYING WITH SECTION 11B-306. DOORS SHALL NOT ENCROACH INTO THE CLEAR SPACE SPECIFIED IN THIS DETAIL BY MORE THAN 12", EXCEPT FOR THE PANEL DOOR TO ANY WATER CLOSET COMPARTMENT. 32" CLR. 18" MIN. CLR. 18" MIN. 5'-0" MIN. 17-18" 12" MIN. 24" MIN. 54 " MI N . 24 " MI N . 12 " M A X . 30" X 48" MIN. CLR. FLR. SPACE 60" M I N . DIA . C L R . CONTROL / FLUSH VALVE ON ACCESSIBLE SIDE 36" GRAB BAR SIDE WALL GRAB BAR SHALL BE 42” LONG MIN. LOCATED 12” MAX FROM THE REAR WALL AND EXTENDING 54” MIN FROM THE REAR WALL WITH THE FRONT END POSITIONED 24: MIN IN FRONT OF THE WATER CLOSET 48" MINIMUM CLEAR WHEN FRONT ENTRY DOOR OR 60" MIN CLEAR WHEN SIDE ENTRY DOOR. 60" X 48" MIN. CLR. FLR. SPACE 19 " MA X . ACCESSIBLE LAVATORY CLEARANCES 60" M I N . DIA . C L R . 12" M A X . 95 " MI N . SCALE: 1/2"=1'-0"1MOUNTING HEIGHTS 7"-9" 33 " - 3 6 " 17 " - 1 9 " 19 " M I N . 44 " M A X . 17 " MA X . 54" MIN. 40 " M A X . TO H I G H E S T OP E R A B L E P A R T 12" MAX. 42" MIN. GRAB BAR NOTES: 1.WHERE ACCESSORIES ARE PROVIDED, AT LEAST ONE OF EACH TYPE SHALL BE LOCATED ON AN ACCESSIBLE ROUTE. 2.CONTROLS AND OPERATING MECHANISMS IN ACCESSIBLE SPACES, ALONG ACCESSIBLE ROUTES OR AS PARTS OF ACCESSIBLE ELEMENTS (FOR EXAMPLE, LIGHT SWITCHES AND DISPENSER CONTROLS) AND THOSE REQUIRED TO BE ACCESSIBLE SHALL COMPLY WITH THE REQUIREMENTS OF THE MAXIMUM REACH REQUIREMENTS ON 7/A0.3.2. 3.CLEAR FLOOR SPACE COMPLYING WITH CBC 11B-305 THAT ALLOWS A FORWARD OR PARALLEL APPROACH BY A PERSON USING A WHEEL CHAIR SHALL BE PROVIDED AT CONTROLS, DISPENSERS, RECEPTACLES AND OTHER OPERABLE EQUIPMENT. SEE "CLEAR FLOOR SPACE PARALLEL APPROACH" AND "CLEAR FLOOR SPACE FORWARD APPROACH" ON 7/A0.3.2. 4.THE HIGHEST OPERABLE PART OF ALL CONTROLS, DISPENSERS, RECEPTACLES AND OTHER OPERABLE EQUIPMENT SHALL BE PLACES WITHIN AT LEAST ONE OF THE MAXIMUM REACH RANGES FOUND ON 7/A0.3.2. 5.CONTROLS AND OPERATING MECHANISM SHALL BE OPERABLE WITH ONE HAND AND SHALL NOT REQUIRE TIGHT GRASPING, PINCHING OR TWISTING OF THE WRIST. THE FORCE REQUIRED TO ACTIVATE CONTROLS SHALL BE NO GREATER THAN 5 LBS OF FORCE. CONTROLS MOUNTED ON WIDE SIDE OF TOILET AREA T.S. COVER DISPENSER ELONGATED RIM URINAL WITH 14" MIN. 17" MAX. PROJECTION FROM WALL DRYER PAPER TOWEL DISPENSER PAPER TOWEL DISPENSER / WASTE RECEPTACLE FEMININE NAPKIN DISPENSER DISPENSER SHALL NOT BE LOCATED BEHIND GRAB BAR TOP DEFIBRILLATOR WALL CABINET FIRE EXTINGUISHER CABINET Y 15 " MI N . 48 " M A X . 30 " MI N . 48" MIN. Z 30 " MI N . 48" MIN. X NOTE: X SHALL BE LESS THAN OR EQUAL TO 25". Z SHALL BE GREATER THAN OR EQUAL TO X. WHEN X IS 20" MAX, THEN Y SHALL BE 48" MAX. WHEN X IS GREATER THAN 20" AND UP TO 25" MAX, THEN Y IS 44" MAX. MAXIMUM FORWARD REACH OVER AN OBSTRUCTION HIGH FORWARD REACH X 30" MIN. 48 " MI N . 10" MAX. 10" MAX. 48 " M A X . 15 " M I N . HIGH AND LOW SIDE REACH LIMITSCLEAR FLOOR SPACE PARALLEL APPROACH >10"-24" MAX. 46 " M A X . 34 " M A X . MAXIMUM SIDE REACH OVER OBSTRUCTION SCALE: 1"=1'-0"7MAXIMUM REACH REQUIREMENTS 48 " M A X . 48 " M A X . 34 " M A X . MULTIPLE-ACCOMMODATION TOILET FACILITIES SHALL COMPLY WITH THE CBC SECTION 11B-604.8. 1.A CLEAR SPACE MEASURED FROM THE FLOOR TO A HEIGHT 27" ABOVE THE FLOOR, WITHIN THE SANITARY ROOM, OF SUFFICIENT SIZE TO INSCRIBE A CIRCLE WITH A DIAMETER NOT LESS THAN 60", OR A CLEAR SPACE 56" BY 63" IN SIZE. OTHER THAN THE DOOR TO THE ACCESSIBLE WATER CLOSET COMPARTMENT, A DOOR, IN ANY POSITION, MAY ENCROACH INTO THIS SPACE BY 12". 2.DOORS SHALL NOT SWING INTO THE FLOOR SPACE REQUIRED FOR ANY FIXTURE. 3.AN ACCESSIBLE WATER CLOSET FIXTURE LOCATED IN A COMPARTMENT SHALL PROVIDE A MINIMUM 28" WIDE CLEAR SPACE FROM A WATER CLOSET, OR A MINIMUM 32" WIDE CLEAR SPACE FROM A WALL AT ONE SIDE OF THE WATER CLOSET. THE OTHER SIDE OF THE WATER CLOSET SHALL PROVIDE 17"-18" FROM THE CENTERLINE OF THE WATER CLOSET TO THE WALL. THE STALL SHALL BE A MINIMUM 60" WIDE. A MINIMUM 48" LONG CLEAR SPACE SHALL BE PROVIDED IN FRONT OF THE WATER CLOSET IF THE COMPARTMENT HAS A END-OPENING DOOR (FIGURE 1 BELOW). A MINIMUM 60" CLEAR SPACE SHALL BE PROVIDED IN THE COMPARTMENT WITH A DOOR LOCATED AT THE SIDE (FIGURE 2 BELOW). 4.GRAB BARS SHALL BE INSTALLED IN ACCORDANCE WITH DETAILS 2, 5 & 9 OF THIS SHEET. 5.ACCESSIBLE WATER CLOSET COMPARTMENT DOORS SHALL COMPLY WITH THE FOLLOWING A.THE COMPARTMENT DOOR SHALL BE EQUIPPED WITH AN AUTOMATIC-CLOSING DEVICE, AND SHALL HAVE A CLEAR, UNOBSTRUCTED OPENING WIDTH OF 32" WHEN LOCATED AT THE END AND 34" WHEN LOCATED AT THE SIDE WITH THE DOOR POSITIONED AT AN ANGLE OF 90 DEGREES FROM ITS CLOSED POSITION. SEE FIGURES 1 & 2 BELOW. B.WHEN STANDARD COMPARTMENT DOORS ARE USED, WITH A MINIMUM 9" CLEARANCE FOR FOOTREST UNDERNEATH A SELF-CLOSING DEVICE, CLEARANCE AT THE STRIKE EDGE IS NOT REQUIRED. C.THE INSIDE AND OUTSIDE OF THE COMPARTMENT DOOR SHALL BE EQUIPPED WITH A LOOP OR U-SHAPED HANDLE IMMEDIATELY BELOW THE LATCH. THE LATCH SHALL BE FLIP-OVER STYLE, SLIDING OR OTHER HARDWARE NOT REQUIRING THE USER TO GRASP OR TWIST. D.EXCEPT FOR DOOR-OPENING WIDTHS AND DOOR SWINGS, A CLEAR, UNOBSTRUCTED ACCESS OF NOT LESS THAN 44 INCHES SHALL BE PROVIDED TO WATER CLOSET COMPARTMENTS DESIGNED FOR USE BY PERSONS WITH DISABILITIES, AND THE SPACE IMMEDIATELY IN FRONT OF A WATER CLOSET COMPARTMENT SHALL NOT BE LESS THAN 48 INCHES AS MEASURED AT RIGHT ANGLES TO COMPARTMENT DOOR IN ITS CLOSED POSITION. 6.IN LARGE TOILET ROOMS, WHERE SIX OR MORE STALLS ARE PROVIDED WITHIN A MULTIPLE- ACCOMMODATION TOILET ROOM, AT LEAST ONE STALL SHALL COMPLY WITH NOTES B AND C ABOVE. AT LEAST ONE ADDITIONAL STALL SHALL BE 35"-37" WIDE WITH AN OUTWARD SWINGING SELF-CLOSING DOOR AND SIDE GRAB BARS COMPLYING WITH DETAILS 2, 5 & 9 OF THIS SHEET INSTALLED ON EACH COMPARTMENT SIDE WALL. SEE FIGURE 3 BELOW. 7.COAT HOOKS AND SHELVES SHALL BE LOCATED IN ONE OF THE REACH RANGES FOUND IN DETAIL 4. 48" MINIMUM CLEAR 60 " M I N I M U M C L E A R 60" MIN. CLR. 60 " M I N I M U M C L E A R . 32 " M I N C L R 34" MIN CLR 32 " M I N C L R FIGURE 3 FIGURE 2 FIGURE 1 17 " - 1 8 " 48" MIN. CLR 30 " M I N C L R 32 " M I N C L R 32 " M I N C L R 17 " - 1 8 " 17 " - 1 8 " GRAB BARS PER DETAILS 2, 5 & 9 THIS SHEET GRAB BARS PER DETAILS 2, 5 & 9 THIS SHEET GRAB BARS PER DETAILS 2, 5 & 9 THIS SHEET 60" MIN. CLR SCALE: 1/2"=1'-0"11TOILET COMPARTMENT 44" MIN. CLR PERMITTED DISPENSER LOCATIONS 17 " M I N . 19 " M A X . 12" MAX.42" MINIMUM 33 " - 3 6 " T O T O P OF G R I P P I N G SU R F A C E , T Y P . 19 " M I N . 12" MIN.24" MINIMUM 36" MINIMUM SIDE WALL REAR WALL 24" MINIMUM WATER CLOSETS SHALL COMPLY WITH THE CBC SECTION 11B-604. THE HEIGHT OF ACCESSIBLE WATER CLOSETS SHALL BE A MINIMUM OF 17" TO A MAXIMUM OF 19" MEASURED TO THE TOP OF A MAXIMUM 2" HIGH TOILET SEAT. CONTROLS SHALL BE OPERABLE WITH ONE HAND, NOT REQUIRE TIGHT GRASPING, PINCHING OR TWISTING. CONTROLS FOR THE FLUSH VALVE SHALL BE MOUNTED ON THE WIDE SIDE OF TOILET AREAS, NO MORE THAN 44" ABOVE THE FLOOR. THE FORCE REQUIRED TO ACTIVATE CONTROLS SHALL BE NO GREATER THAN 5 POUND-FORCE. SEATS SHALL NOT BE SPRUNG TO RETURN TO A LIFTED POSITION. GRAB BARS SHALL BE LOCATED PER DETAILS 2 & 5. TOILET ROOM FIXTURES AND ACCESSORIES PER DETAILS 1 & 2. 33 " - 3 6 " T O T O P OF G R I P P I N G SU R F A C E , T Y P . 17"-18" 7"-9" SCALE: 1/2"=1'-0"15WATER CLOSET SCALE: 3"=1'-0"9GRAB BARS 1-1/2" MIN 33 " - 3 6 " M O U N T I N G H E I G H T AB O V E T H E F I N I S H F L O O R ME A S U R E D T O T H E T O P O F GR I P P I N G S U R F A C E NOTES: GRAB BARS SHALL COMPLY WITH THE CBC SECTION 11B-609. 1.GRAB BAR AND MOUNTINGS TO WITHSTAND 250 POUNDS APPLIED IN ANY DIRECTION AT ANY POINT ON THE GRAB BAR. 2.GRAB BAR SHALL NOT ROTATE IN FITTINGS. 3.GRAB BAR MOUNTED TO SURFACE FREE FROM SHARP OR ABRASIVE ELEMENTS. EDGES SHALL BE ROUNDED TO HAVE 1/8" MIN. RADIUS. 4.SPACE BETWEEN GRAB BAR AND A PROJECTION AT THE END SHALL BE 1 1/2". 12 " MI N . 1- 1 / 2 " MI N PROJECTING OBJECT LET - IN BLOCKING OR 16 GA. MTL. BACKING @ MTL. STUDS 1 1/4" MINIMUM TO 2" MAXIMUM OUTSIDE DIAMETER 18 GA. METAL GRAB BAR W/ 3 3/4" DIAMETER STAINLESS STEEL FLANGE PROJECTING OBJECT 80 " M I N . 27 " M I N . - 8 0 " M A X . 4" MAX. 80 " M I N . VARIES 27 " O R LE S S PROTRUDING OBJECTS - WHEN WALKING PARRALLEL TO OBJ. 80 " M I N . OVERHEAD OBSTRUCTION 27 " M A X . PERPENDICULAR TO PROTRUDING OBJECT CANE RANGE SCALE: 1/4"=1'-0"23PROTRUDING OBJECTS 80 " M I N . REDUCED VERTICAL CLEARANCE NOTES: 1.FREE STANDING SIGNS ON POSTS OR PYLONS W/ BOTTOM EDGE AT 80" OR LESS ABOVE FINISH FLOOR OR GROUND, EDGES OF SIGN SHALL BE ROUNDED W/ MIN. RADIUS OF .125 INCHES. 2.PROTRUDING OBJECTS SHALL NOT REDUCE CLEAR WIDTH OF ACCESSIBLE ROUTE OR MANEUVERING SPACE. 3.AT VERTICAL CLEARANCES REDUCED BELOW 80" SHALL HAVE A BARRIER TO WARN BLIND OR VISUALLY IMPAIRED. POST MOUNTED PROTRUDING OBJECTS 27 " M A X 80 " M I N . 4" MAX. 4" MAX. 4" MAX. 4" MAX. X>12"X>12" OVERHEAD OBSTRUCTION OVERHEAD OBSTRUCTION 27 " M A X 27 " - 8 0 " 12" MAX. 12" MAX. SCALE: 1'-0"=1'-0"19THRESHOLDS 1/ 2 " M A X . AT 1 : 2 S L O P E 1/ 2 " MA X . COMPRESSED CARPET 1/4" MAX. BELOW THRESHOLD 1/ 4 " MA X . 1/ 2 " M A X . P I L E H G T 1/ 4 " M A X . NOTES: 1.1/2" MAX. TOTAL HEIGHT WITH 1/4" MAX. VERTICAL CHANGE AT EDGE. 2.1:2 SLOPED BEVEL REQUIRED IF LEVEL CHANGE IS OVER 1/4" VERTICAL LEVEL CHANGE. 3.1/4" MAX. VERTICAL LEVEL CHANGE WITHOUT EDGE TREATMENT. 4.CARPET OR CARPET TILE SHALL BE SECURELY ATTACHED. EXPOSED EDGE OF CARPET SHALL BE FASTENED TO FLOOR AND HAVE TRIM ALONG THE ENTIRE LENGTH OF EXPOSED EDGE. 1/ 4 " 1/ 4 " 1/ 2 " 2 1 FIRST FLOOR EVEN (ALIGN) THRESHOLD TRANSITION BETWEEN FLOOR FINISHES THRESHOLD BEVELED CHANGE IN LEVEL LEVEL CHANGES 2 1 2 1 SCALE: 1/2"=1'-0"21DOORS ON ACCESIBLE ROUTE CL FIN. FLR10 " 12" MIN. OPENING WIDTH 32" MIN. CLR. SEE BELOW 10 " M I N . SM O O T H U N I N T E R R U P T E D DU R A B L E S U R F A C E 1/ 4 " 1/ 2 " M A X . LE V E L C H A N G E CONCRETE SLAB THRESHOLD WITH 1/4" MAX. VERTICAL CHANGE-1:2 SLOPE FROM 1/4" TO 1/2" FINISH MATERIAL SURFACE 1/2" MAX. LEVEL CHANGE BOTTOM RAIL OF DOOR 3'-0" X 6'-8" MIN. DOOR SIZE. 90° FROM CLOSED POSITION AT PAIR DOORS, ONE LEAF TO MAINTAIN MIN. 32" CLEAR. 8" OR GREATER AT ALCOVE CONDITION. IF PULL SIDE IS APPROACH 18" MIN INTERIOR 24" MIN EXTERIOR. SMOOTH UNINTERRUPTED SURFACE AT BOTTOM RAIL. AT NARROW FRAME, PROVIDE 10" PANEL ON PUSH SIDE OF DOOR. 34" - 44" A.F.F. TO CENTER OF HARDWARE PER SECTION 11B-404.2.7. HAND ACTIVATED HARDWARE MUST HAVE; EASY GRIP W/ ONE HAND, NO TIGHT GRASPING, TIGHT PINCHING, OR TWISTING OF WRIST TO OPERATE. FOR LATCH & LOCK DOORS: MUST BE OPERABLE BY SINGLE EFFORT, SUCH AS PANIC BAR, TO PROVIDE PASSAGE. LOCKED EXITS SHALL OPERATE AS ABOVE IN EGRESS DIRECTION. WHERE A DOOR CLOSER OCCURS FROM AN OPEN POSITION OF 90 DEGREES TO 12 DEGREES FROM THE LATCH IS 5 SECONDS MINIMUM. WHERE SPRING HINGES OCCUR: FROM AN OPEN POSITION OF 70 DEGREES TO CLOSED POSITION IS 1.5 SECONDS MINIMUM. SEE 19 / - FOR THRESHOLD DETAIL 48 " M I N I M U M 30" MINIMUM URINALS SHALL COMPLY WITH THE CBC SECTION 11B-605. 1.URINALS SHALL BE THE STALL-TYPE OR THE WALL-HUNG TYPE WITH THE RIM 17 INCHES MAXIMUM ABOVE THE FINISH FLOOR OR GROUND. URINALS SHALL BE 13-1/2 INCHES DEEP MINIMUM MEASURED FROM THE OUTER FACE OF THE URINAL RIM TO THE BACK OF THE FIXTURE. 2.FLUSH CONTROLS SHALL BE OPERATED OR AUTOMATIC. HAND OPERATED FLUSH CONTROLS SHALL COMPLY WITH SECTION 11B-309.4 (11B-309 OPERABLE PARTS SHALL BE OPERABLE WITH ONE HAND AND SHALL NOT REQUIRE TIGHT GRASPING, PINCHING, OR TWISTING OF THE WRIST. THE FORCE REQUIRED TO ACTIVATE OPERABLE PARTS SHALL BE 5 POUNDS MAXIMUM.) EXCEPT THAT THE FLUSH CONTROL SHALL BE MOUNTED AT A MAXIMUM HEIGHT OF 44 INCHES ABOVE THE FINISH FLOOR. 3.CLEAR FLOOR AND GROUND SPACE SHALL COMPLY WITH SECTION 11B-305. URINALS SHALL HAVE A CLEAR FLOOR SPACE OF 30" BY 48" IN FRONT OF THE URINAL TO ALLOW FORWARD APPROACH. 13-1/2" MIN. 13 - 1 / 2 " M I N . 17 " MA X I M U M SCALE: 1/2"=1'-0"20URINAL SCALE: 3/4"=1'-0"10ACCESSIBLE SEATING 30" MIN. CLEAR 27 " M I N . 28 " M I N . - 3 4 " M A X . T O P O F DI N I N G A N D W O R K S U R F A C E S NOTES: 1.26" MIN - 30" MAX TOP OF TABLES AND COUNTERS 2.28" MIN - 34" MAX TOP OF DINING SURFACES AND WORK SURFACES 3.TOE CLEARANCE 9" MIN. HEIGHT SHALL EXTEND MIN. OF 17". 4.KNEE CLEARANCE 9" SHALL EXTEND TO A MIN. OF 11". KNEE CLEARANCE 27" SHALL EXTEND TO A MIN OF 8" EXIT ROUTE (BRAILLE) EXIT (BRAILLE) A B 6" 5" 6" SCALE: 3"=1'-0"6EXIT SIGN Project Contact: Email: Principal: Project Manager ADC Project No: Ken Burgess KBurgess@adcollaborative.com Craig Chinn KEN BURGESS laguna hills, ca 92653 www.adcollaborative.com 23231 south pointe drive 949.267.1660 SA N T A A N I T A L L - B A F A N G D U M P L I N G S 40 0 S B A L D W I N A V E . , S U I T E F 1 8 AR C A D I A , C A , 9 1 0 0 7 Client COPYRIGHT C 23087 Sheet Issue & Revision Log 1 2024-04-05 1ST BUILDING RESUBMITTAL 2 2024-05-17 2nd BUILDING RESUBMITTAL 3 2024-05-22 FIRE RESUBMITTAL Name Addr: City: State: Zip: AVISON YOUNG 2030 MAIN ST #150 IRVINE CA 92614 LIC E N S E D ARCHIT E C T S T A T E OF CA L I F O R NIA ACCESSIBILITY DETAILS (CBC) A0.3.2 CHAPTER 5 NONRESIDENTIAL MANDATORY MEASURES SECTION 5.101 GENERAL 5.101.1 SCOPE The provisions of this chapter outline planning, design and development methods that include environmentally responsible site selection, building design, building siting and development to protect, restore and enhance the environmental quality of the site and respect the integrity of adjacent properties. DIVISION 5.1 PLANNING AND DESIGN 2022 CALIFORNIA GREEN BUILDING STANDARDS CODE NONRESIDENTIAL MANDATORY MEASURES, SHEET 1 (January 2023) Y SECTION 5.102 DEFINITIONS 5.102.1 DEFINITIONS The following terms are defined in Chapter 2 (and are included here for reference) CUTOFF LUMINAIRES. Luminaires whose light distribution is such that the candela per 1000 lamp lumens does not numerically exceed 25 (2.5 percent) at an angle of 90 degrees above nadir, and 100 (10 percent) at a vertical angle of 80 degrees above nadir. This applies to all lateral angles around the luminaire. LOW-EMITTING AND FUEL EFFICIENT VEHICLES. Eligible vehicles are limited to the following: 1. Zero emission vehicle (ZEV), enhanced advanced technology PZEV (enhanced AT ZEV) or transitional zero emission vehicles (TZEV) regulated under CCR, Title 13, Section 1962. 2. High-efficiency vehicles, regulated by U.S. EPA, bearing a fuel economy and greenhouse gas rating od 9 oe 10 as regulated under 40 CFR Section 600 Subpart D. NEIGHBORHOOD ELECTRIC VEHICLE (NEV). A motor vehicle that meets the definition of "low-speed vehicle" either in Section 385.5 of the Vehicle Code or in 49CFR571.500 (as it existed on July 1, 2000), and is certified to zero-emission vehicle standards. TENANT-OCCUPANTS. Building occupants who inhabit a building during its normal hours of operation as permanent occupants, such as employees, as distinguished from customers and other transient visitors. VANPOOL VEHICLE. Eligible vehicles are limited to any motor vehicle, other than a motortruck or truck tractor, designed for carrying more than 10 but not more than 15 persons including the driver, which is maintained and used primarily for the nonprofit work-related transportation of adults for the purpose of ridesharing. Note: Source: Vehicle Code, Division 1, Section 668 ZEV. Any vehicle certified to zero-emission standards. SECTION 5.106 SITE DEVELOPMENT 5.106.1 STORM WATER POLLUTION PREVENTION FOR PROJECTS THAT DISTURB LESS THAN ONE ACRE OF LAND. Newly constructed projects and additions which disturb less than one acre of land, and are not part of a larger common plan of development or sale, shall prevent the pollution of storm water runoff from the construction activities through one or more of the following measures: 5.106.1.1 Local ordinance. Comply with a lawfully enacted storm water management and/or erosion control ordinance. 5.106.1.2 Best Management Practices (BMPs). Prevent the loss of soil through wind or water erosion by implementing an effective combination of erosion and sediment control and good housekeeping BMPs. 1. Soil loss BMPs that should be considered for implementation as appropriate for each project include, but are not limited to, the following: a. Scheduling construction activity during dry weather, when possible. b. Preservation of natural features, vegetation, soil, and buffers around surface waters. c. Drainage swales or lined ditches to control stormwater flow. d. Mulching or hydroseeding to stabilize disturbed soils. e. Erosion control to protect slopes. f. Protection of storm drain inlets (gravel bags or catch basin inserts). g. Perimeter sediment control (perimeter silt fence, fiber rolls). h. Sediment trap or sediment basin to retain sediment on site. i. Stabilized construction exits. j. Wind erosion control. k. Other soil loss BMPs acceptable to the enforcing agency. 2. Good housekeeping BMPs to manage construction equipment, materials, non-stormwater discharges and wastes that should be considered for implementation as appropriate for each project include, but are not limited to, the following: a. Dewatering activities. b. Material handling and waste management. c. Building materials stockpile management. d. Management of washout areas (concrete, paints, stucco, etc.). e. Control of vehicle/equipment fueling to contractor's staging area. f. Vehicle and equipment cleaning performed off site. g Spill prevention and control. h. Other housekeeping BMPs acceptable to the enforcing agency. DIVISION 5.2 ENERGY EFFICIENCY SECTION 5.201 GENERAL 5.201.1 Scope [BSC-CG]. California Energy Code [DSA-SS]. For the purposes of mandatory energy efficiency standards in this code, the California Energy Commission will continue to adopt mandatory building standards. DIVISION 5.3 WATER EFFICIENCY AND CONSERVATION SECTION 5.301 GENERAL 5.301.1 Scope. The provisions of this chapter shall establish the means of conserving water use indoors, outdoors and in wastewater conveyance. SECTION 5.302 DEFINITIONS 5.302.1 Definitions. The following terms are defined in Chapter 2 (and are included here for reference) EVAPOTRANSPIRATION ADJUSTMENT FACTOR (ETAF) [DSA-SS]. An adjustment factor when applied to reference evapotranspiration that adjusts for plant factors and irrigation efficiency, which ae two major influences on the amount of water that needs to be applied to the landscape. FOOTPRINT AREA [DSA-SS]. The total area of the furthest exterior wall of the structure projected to natural grade, not including exterior areas such as stairs, covered walkways, patios and decks. METERING FAUCET. A self-closing faucet that dispenses a specific volume of water for each actuation cycle. The volume or cycle duration can be fixed or adjustable. GRAYWATER. Pursuant to Health and Safety Code Section 17922.12, "graywater" means untreated wastewater that has not been contaminated by any toilet discharge, has not been affected by infectious, contaminated, or unhealthy bodily wastes, and does not present a threat from contamination by unhealthful processing, manufacturing, or operating wastes. "Graywater" includes, but is not limited to wastewater from bathtubs, showers, bathroom washbasins, clothes washing machines and laundry tubs, but does not include waste water from kitchen sinks or dishwashers. MODEL WATER EFFICIENT LANDSCAPE ORDINANCE (MWELO). The California ordinance regulating landscape design, installation and maintenance practices that will ensure commercial, multifamily and other developer installed landscapes greater than 2500 square feet meet an irrigation water budget developed based on landscaped area and climatological parameters. MODEL WATER EFFICIENT LANDSCAPE ORDINANCE (MWELO). [HCD] The California model ordinance (California Code of Regulations, Title 23, Division 2, Chapter 2.7), regulating landscape design, installation and maintenance practices. Local agencies are required to adopt the updated MWELO, or adopt a local ordinance at least as effective as the MWELO. POTABLE WATER. Water that is drinkable and meets the U.S. Environmental Protection Agency (EPA) Drinking Water Standards. See definition in the California Plumbing Code, Part 5. POTABLE WATER. [HCD] Water that is satisfactory for drinking, culinary, and domestic purposes, and meets the U.S. Environmental Protection Agency (EPA) Drinking Water Standards and the requirements of the Health Authority Having Jurisdiction. RECYCLED WATER. Water which, as a result of treatment of waste, is suitable for a direct beneficial use or a controlled use that would not otherwise occur [Water Code Section 13050 (n)]. Simply put, recycled water is water treated to remove waste matter attaining a quality that is suitable to use the water again. SUBMETER. [HCD 1] A secondary device beyond a meter that measures water consumption of an individual rental unit within a multiunit residential structure or mixed-use residential and commercial structure. (See Civic Code Section 1954.202 (g) and Water code Section 517 for additional details.) WATER BUDGET. Is the estimated total landscape irrigation water use which shall not exceed the maximum applied water allowance calculated in accordance with the Department of Water Resources Model Efficient Landscape Ordinance (MWELO). 5.106.5.3 Electric vehicle (EV) charging. [N] Construction to provide electric vehicle infrastructure and facilitate electric vehicle charging shall comply with Section 5.106.5.3.1 and shall be provided in accordance with regulations in the California Building Code and the California Electrical Code. Exceptions: 1.On a case-by-case basis where the local enforcing agency has determined compliance with this section is not feasible based upon one of the following conditions: a.Where there is no local utility power supply b.Where the local utility is unable to supply adequate power. c.Where there is evidence suitable to the local enforcement agency substantiating the local utility infrastructure design requirements, directly related to the implementation of Section 5.106.5.3, may adversely impact the construction cost of the project. 2. Parking spaces accessible only by automated mechanical car parking systems are not required to comply with this code section 5.106.5.3.1 EV capable spaces. [N] EV capable spaces shall be provided in accordance with Table 5.106.5.3.1 and the following requirements: 1.Raceways complying with the California Electrical Code and no less that 1-inch (25 mm) diameter shall be provided and shall originate at a service panel or a subpanel(s) serving the area, and shall terminate in close proximity to the proposed location of the EV capable and into a suitable listed cabinet, box,enclosure or equivalent. A common raceway may be used to serve multiple EV charging spaces. 2.A service panel or subpanel (s) shall be provided with panel space and electrical load capacity for a dedicated 208/240 volt, 40-ampere minimum branch circuit for each EV capable space, with delivery of 30-ampere minimum to an installed EVSE at each EVCS. 3.The electrical system and any on-site distribution transformers shall have sufficient capacity to supply full rated amperage at each EV capable space. 4.The service panel or subpanel circuit directory shall identify the reserved overcurrent protective devices space(s) as "EV CAPABLE". The raceway termination location shall be permanently and visibly marked as "EV CAPABLE." Note: A parking space served by electric vehicle supply equipment or designed as a future EV charging space shall count as at least one standard automobile parking space only for the purpose of complying with any applicable minimum parking space requirements established by an enforcement agency. See vehicle Code Section 22511.2 for further details. ABBREVIATION DEFINITIONS: HCD Department of Housing and Community Development BSC California Building Standards Commission DSA-SS Division of the State Architect, Structural Safety OSHPD Office of Statewide Health Planning and Development LR Low Rise HR High Rise AA Additions and Alterations N New 5.106.4.1.2 Long-term bicycle parking. For new buildings with tenant spaces that have 10 or more tenant-occupants, provide secure bicycle parking for 5 percent of the tenant-occupant vehicular parking spaces with a minimum of one bicycle parking facility. 5.106.4.1.3 For additions or alterations that add 10 or more tenant-occupant vehicular parking spaces, provide secure bicycle parking for 5 percent of the tenant vehicular parking spaces being added, with a minimum of one bicycle parking facility. 5.106.4.1.4 For new shell buildings in phased projects provide secure bicycle parking for 5 percent of the anticipated tenant-occupant vehicular parking spaces with a minimum of one bicycle parking facility. 5.106.4.1.5 Acceptable bicycle parking facility for Sections 5.106.4.1.2, 5.106.4.1.3, and 5.106.4.1.4 shall be convenient from the street and shall meet one of the following: 1. Covered, lockable enclosures with permanently anchored racks for bicycles; 2. Lockable bicycle rooms with permanently anchored racks; or 3. Lockable, permanently anchored bicycle lockers. Note: Additional information on recommended bicycle accommodations may be obtained from Sacramento Area Bicycle Advocates. 5.106.4.2 Bicycle parking. [DSA-SS] For public schools and community colleges, comply with Sections 5.106.4.2.1 and 5.106.4.2.2 5.106.4.2.1 Student bicycle parking. Provide permanently anchored bicycle racks conveniently accessed with a minimum of four two-bike capacity racks per new building. 5.106.4.2.2 Staff bicycle parking. Provide permanent, secure bicycle parking conveniently accessed with a minimum of two staff bicycle parking spaces per new building. Acceptable bicycle parking facilities shall be convenient from the street or staff parking area and shall meet one of the following: 1. Covered, lockable enclosures with permanently anchored racks for bicycles; 2. Lockable bicycle rooms with permanently anchored racks; or 3. Lockable, permanently anchored bicycle lockers. 5.106.4 BICYCLE PARKING. For buildings within the authority of California Building Standards Commission as specified in Section 103, comply with Section 5.106.4.1. For buildings within the authority of the Division of the State Architect pursuant to Section 105, comply with Section 5.106.4.2 5.106.4.1 Bicycle parking. [BSC-CG] Comply with Sections 5.106.4.1.1 and 5.106.4.1.2; or meet the applicable local ordinance, whichever is stricter. 5.106.4.1.1 Short-term bicycle parking. If the new project or an addition or alteration is anticipated to generate visitor traffic, provide permanently anchored bicycle racks within 200 feet of the visitors' entrance, readily visible to passers-by, for 5% of new visitor motorized vehicle parking spaces being added, with a minimum of one two-bike capacity rack. Exception: Additions or alterations which add nine or less visitor vehicular parking spaces. CHAPTER 3 GREEN BUILDING SECTION 301 GENERAL 301.1 SCOPE. Buildings shall be designed to include the green building measures specified as mandatory in the application checklists contained in this code. Voluntary green building measures are also included in the application checklists and may be included in the design and construction of structures covered by this code, but are not required unless adopted by a city, county, or city and county as specified in Section 101.7. 301.3 NONRESIDENTIAL ADDITIONS AND ALTERATIONS. [BSC-CG] The provisions of individual sections of Chapter 5 apply to newly constructed buildings, building additions of 1,000 square feet or greater, and/or building alterations with a permit valuation of $200,000 or above (for occupancies within the authority of California Building Standards Commission). Code sections relevant to additions and alterations shall only apply to the portions of the building being added or altered within the scope of the permitted work. A code section will be designated by a banner to indicate where the code section only applies to newly constructed buildings [N] or to additions and/or alterations [A]. When the code section applies to both, no banner will be used. 301.3.1 Nonresidential additions and alterations that cause updates to plumbing fixtures only: Note: On and after January 1, 2014, certain commercial real property, as defined in Civil Code Section 1101.3, shall have its noncompliant plumbing fixtures replaced with appropriate water-conserving plumbing fixtures under specific circumstances. See Civil Code Section 1101.1 et seq. for definitions, types of commercial real property affected, effective dates, circumstances necessitating replacement of noncompliant plumbing fixtures, and duties and responsibilities for ensuring compliance. 301.3.2 Waste Diversion. The requirements of Section 5.408 shall be required for additions and alterations whenever a permit is required for work. 301.4 PUBLIC SCHOOLS AND COMMUNITY COLLEGES. (see GBSC) 301.5 HEALTH FACILITIES. (see GBSC) SECTION 302 MIXED OCCUPANCY BUILDINGS 302.1 MIXED OCCUPANCY BUILDINGS. In mixed occupancy buildings, each portion of a building shall comply with the specific green building measures applicable to each specific occupancy. SECTION 303 PHASED PROJECTS 303.1 PHASED PROJECTS. For shell buildings and others constructed for future tenant improvements, only those code measures relevant to the building components and systems considered to be new construction (or newly constructed) shall apply. 303.1.1 Initial Tenant improvements. The provisions of this code shall apply only to the initial tenant improvements to a project. Subsequent tenant improvements shall comply with the scoping provisions in Section 301.3 non-residential additions and alterations. 5.106.5.3.3 Use of automatic load management systems (ALMS). ALMS shall be permitted for EVCS. When ALMS is installed, the required electrical load capacity specified in Section 5.106.5.3.1 for each EVCS may be reduced when serviced by an EVSE controlled by an ALMS. Each EVSE controlled by an ALMS shall deliver a minimum 30 amperes to an EV when charging one vehicle and shall deliver a minimum 3.3 kW while simultaneously charging multiple EVs. 5.106.5.3.4 Accessible EVCS. When EVSE is installed, accessible EVSC shall be provided in accordance with the California Building Code, Chapter 11B, Section 11B-228.3. Note: For EVCS signs, refer to Caltrans Traffic Operations Policy Directive 13-01 (Zero Emission Vehicle Signs and Pavement Markings) or its successor(s). 5.106.5.4 Electric Vehicle (EV) charging: medium-duty and heavy-duty. [N] Construction shall comply with section 5.106.5.4.1 to facilitate future installation of electric vehicle supply equipment (EVSE). Construction for warehouses, grocery stores and retail stores with planned off-street loading spaces shall also comply with Section 5.106.5.4.1 for future installation of medium- and heavy-duty EVSE. Exceptions: 1.On a case-by-case basis where the local enforcing agency has determined compliance with this section is not feasible based upon one of the following conditions: a.Where there is no local utility power supply. b.Where the local utility is unable to supply adequate power. c.Where there is evidence suitable to the local enforcing agency substantiating that additional local utility infrastructure design requirements, directly related to the implementation of Section 5.106.5.3, may adversely impact the construction cost of the project. When EVSE(s) is/are installed, it shall be in accordance with the California Building Code, the California Electrical Code and as follows: 5.106.5.4.1 Electric vehicle charging readiness requirements for warehouse, grocery stores and retail stores with planned off-street loading spaces. [N]In order to avoid future demolition when adding EV charging supply and distribution equipment, spare raceways(s) or busway(s) and adequate capacity for transformers(s), service panels(s) or subpanel(s) shall be installed at the time of construction in accordance with the California Electrical Code. Construction plans and specifications shall include but are not limited to, the following: 1.The transformer, main service equipment and subpanel shall meet the minimum power requirement in Table 5.106.5.4.1 to accommodate the dedicated branch circuits for the future installation of EVSE. 2.The construction documents shall indicate on or more location(s) convenient to the planned offstreet loading space(s) reserved for medium-and heavy-duty ZEV charging cabinets and charging dispensers, and a pathway reserved for routing of conduit from the termination of the raceway(s) or busway(s) to the charging cabinet(s) and dispenser(s) as shown in Table 5.106.5.4.1 3.Raceway(s) or busway(s) originating at a main service panel or a subpanel(s) serving the area where potential future medium-and heavy-duty EVSE will be located and shall terminate in close proximity to the potential future location of the charging equipments for medium- and heavy-duty vehicles. 4.The raceway(s) or busway(s) shall be sufficient size to carry the minimum additional system load to the future location of the charging for medium- and heavy-duty ZEVs as shown in Table 5.106.5.4.1. TOTAL NUMBER OF ACTUAL PARKING SPACES NUMBER OF REQUIRED EV CAPABLE SPACES ¹¹ 5.106.8 LIGHT POLLUTION REDUCTION. [N]. l Outdoor lighting systems shall be designed and installed to comply with the following: 1.The minimum requirements in the California Energy Code for Lighting Zones 0-4 as defined in Chapter 10, Section 10-114 of the California Administrative Code; and 2.Backlight (B) ratings as defined in IES TM-15-11 (shown in Table A-1 in Chapter 8); 3.Uplight and Glare ratings as defined in California Energy Code (shown in Tables 130.2-A and 130.2-B in Chapter 8) and 4.Allowable BUG ratings not exceeding those shown in Table 5.106.8, [N] or Comply with a local ordinance lawfully enacted pursuant to Section 101.7, whichever is more stringent. Exceptions: [N] 1. Luminaires that qualify as exceptions in Sections 130.2 (b) and 140.7 of the California Energy Code. 2. Emergency lighting. 3. Building facade meeting the requirements in Table 140.7-B of the California Energy Code, Part 6. 4. Custom lighting features as allowed by the local enforcing agency, as permitted by Section 101.8 Alternate materials, designs and methods of construction. 5. Luminaires with less than 6,200 initial luminaire lumens. ALLOWABLE RATING LIGHTING ZONE LZ0 LIGHTING ZONE LZ1 LIGHTING ZONE LZ2 LIGHTING ZONE LZ3 LIGHTING ZONE LZ4 MAXIMUM ALLOWABLE BACKLIGHT RATING 3 MAXIMUM ALLOWABLE UPLIGHT RATING (U) DISCLAIMER:THIS DOCUMENT IS PROVIDED AND INTENDED TO BE USED AS A MEANS TO INDICATE AREAS OF COMPLIANCE WITH THE CALIFORNIA GREEN BUILDING STANDARDS (CALGREEN) CODE. DUE TO THE VARIABLES BETWEEN BUILDING DEPARTMENT JURISDICTIONS, THIS CHECKLIST IS TO BE USED ON AN INDIVIDUAL PROJECT BASIS AND MAY BE MODIFIED BY THE END USER TO MEET THOSE INDIVIDUAL NEEDS. THE END USER ASSUMES ALL RESPONSIBILITY ASSOCIATED WITH THE USE OF THIS DOCUMENT, INCLUDING VERIFICATION WITH THE FULL CODE. 5.106.2 STORMWATER POLLUTION PREVENTION FOR PROJECTS THAT DISTURB ONE OR MORE ACRES OF LAND. Comply with all lawfully enacted stormwater discharge regulations for projects that (1) disturb one acre or more of land, or (2) disturb less than one acre of land but are part of a larger common plan of development sale. Note: Projects that (1) disturb one acre or more of land, or (2) disturb less than one acre of land but are part of the larger common plan of development or sale must comply with the post-construction requirements detailed in the applicable National Pollutant Discharge Elimination System (NPDES) General permit for Stormwater Discharges Associated with Construction and Land Disturbance Activities issued by the State Water Resources Control Board or the Lahontan Regional Water Quality Control Board (for projects in the Lake Tahoe Hydrologic Unit). The NPDES permits require postconstruction runoff (post-project hydrology) to match the preconstruction runoff (pre-project hydrology) with the installation of postconstruction stormwater management measures. The NPDES permits emphasize runoff reduction through on-site stormwater use, interception, evapotranspiration, and infiltration through nonstructural controls, such as Low Impact Development (LID) practices, and conversation design measures. Stormwater volume that cannot be addressed using nonstructural practices is required to be captured in structural practices and be approved by the enforcing agency. Refer to the current applicable permits on the State Water Resources Control Board website at: www.waterboards.ca.gov/constructionstormwater. Consideration to the stormwater runoff management measures should be given during the initial design process for appropriate integration into site development. N/A Y N/A 1.Where there is insufficient electrical supply. 2.The number of required EVCS (EV capable spaces provided with EVSE) in column 3 count towards the total number of required EV capable spaces shown in column 2. 5.106.5.3.2 Electric vehicle charging stations (EVCS) EV capable spaces shall be provided with EVSE to create EVCS in the number indicated in Table 5.106.5.3.1. The EVCS required by Table 5.106.5.3.1 may be provided with EVSE in any combination of Level 2 and Direct Current Fast Charging (DCFC), except that at least one Level 2 EVSE shall be provided. One EV charger with multiple connectors capable of charging multiple EVs simultaneously shall be permitted if the electrical load capacity required by Section 5.106.5.3.1 for each EV capable space is accumulatively supplied to the EV charger. The installation of each DCFC EVSE shall be permitted to reduce the minimum number of required EV capable spaces without EVSE by five and reduce proportionally the required electrical load capacity to the service panel or subpanel. Y N/A Y N/A Y = YES N/A =NOT APPLICABLE RESPON. PARTY =RESPONSIBLE PARTY (ie: ARCHITECT, ENGINEER, OWNER, CONTRACTOR, INSPECTOR ETC.) RESPON. PARTY RESPON. PARTY RESPON. PARTY RESPON. PARTY 5.106.8.1 Facing- Backlight Luminaries within 2MH of a property line shall be oriented so that the nearest property line is behind the fixture, and shall comply with the backlight rating specified in Table 5.106.8 based on the lighting zone and distance to the nearest point of that property line. Exception: Corners. If two property lines (or two segments of the same property line) have equidistant point to the luminaire, then the luminaire may be oriented so that the intersection of the two lines (the corner) is directly behind the luminaire. The luminaire shall still use the distance to the nearest points(s) on the property lines to determine the required backlight rating. 5.106.8.2 Facing-Glare. For luminaires covered by 5.106.8.1, if a property line also exists within or extends into the front hemisphere within 2MH of the luminaire then the luminaire shall comply with the more stringent glare rating specified in Table 5.106.8 based on the lighting zone and distance to the nearest point on the nearest property line within the front hemisphere. Note: [N] 1.See also California Building Code, Chapter 12, Section 1205.6 for college campus lighting requirements for parking facilities and walkways. 2.Refer to Chapter 8 (Compliance Forms, Worksheets and Reference Material) for IES TM-15-11 Table A-1, California Energy Code Tables 130.2-A and 130.2-B. 3. Refer to the California Building Code for requirements for additions and alterations. 5.106.10 GRADING AND PAVING. Construction plans shall indicate how site grading or a drainage system will manage all surface water flows to keep water from entering buildings. Examples of methods to manage surface water include, but are not limited to, the following: 1.Swales. 2.Water collection and disposal systems. 3.French drains. 4.Water retention gardens. 5.Other water measures which keep surface water away from buildings and aid in groundwater recharge. Exception: Additions and alterations not altering the drainage path. 5.106.12 SHADE TREES [DSA-SS]. Shade Trees shall be planted to comply with Sections 5.106.12.1, 5.106.12.2, and 5.106.12.3. Percentages shown shall be measured at noon on the summer solstice. Landscape irrigation necessary to establish and maintain tree health shall comply with Section 5.304.6. 5.106.12.1 Surface parking areas. Shade tree plantings, minimum #10 container size or equal, shall be installed to provide shade over 50 percent of the parking area within 15 years. Exceptions: Surface parking area covered by solar photovoltaic shade structures with roofing materials that comply with Table A5.106.11.2.2 in Appendix A5 shall be permitted in whole or in part in lieu of shade tree planting. 5.106.12.2 Landscape areas. Shade tress plantings, minimum #10 container size or equal shall be installed to provide shade of 20% of the landscape area within 15 years. Exceptions: Playfields for organized sport activity are not included in the total area calculation. 5.106.12.3. Hardscape areas. Shade tree plantings, minimum #10 container size or equal shall be installed to provide shade over 20 percent of the hardscape area within 15 years. Exceptions: 1.Walks, hardscape areas covered by solar photovoltaic shade structures or shade structures with roofing materials that comply with Table A5.106.11.2.2 in Appendix A5 shall be permitted in whole or in part in lieu of shade tree planting. 2.Designated and marked play areas of organized sport activity are not included in the total area calculation. BUILDING TYPE NUMBER OF OFF-STREET LOADING SPACES MAXIMUM ALLOWABLE GLARE RATING 5 (G) MAXIMUM ALLOWABLE GLARE RATING 5 (G) MAXIMUM ALLOWABLE GLARE RATING 5 (G) MAXIMUM ALLOWABLE GLARE RATING 5 (G) MAXIMUM ALLOWABLE GLARE RATING 5 (G) California Energy Code Callifornia Administrative Code. U Project Contact: Email: Principal: Project Manager ADC Project No: Ken Burgess KBurgess@adcollaborative.com Craig Chinn KEN BURGESS laguna hills, ca 92653 www.adcollaborative.com 23231 south pointe drive 949.267.1660 SA N T A A N I T A L L - B A F A N G D U M P L I N G S 40 0 S B A L D W I N A V E . , S U I T E F 1 8 AR C A D I A , C A , 9 1 0 0 7 Client COPYRIGHT C 23087 Sheet Issue & Revision Log 1 2024-04-05 1ST BUILDING RESUBMITTAL 2 2024-05-17 2nd BUILDING RESUBMITTAL 3 2024-05-22 FIRE RESUBMITTAL Name Addr: City: State: Zip: AVISON YOUNG 2030 MAIN ST #150 IRVINE CA 92614 LIC E N S E D ARCHIT E C T S T A T E OF CA L I F O R NIA CAL GREEN MANDATORY MEASURES A0.5 5.303.3 WATER CONSERVING PLUMBING FIXTURES AND FITTINGS. Plumbing fixtures (water closets and urinals) and fittings (faucets and showerheads) shall comply with the following: 5.303.3.1 Water Closets. The effective flush volume of all water closets shall not exceed 1.28 gallons per flush. Tank-type water closets shall be certified to the performance criteria of the U.S. EPA WaterSense Specification for Tank-Type toilets. Note: The effective flush volume of dual flush toilets is defined as the composite, average flush volume of two reduced flushes and one full flush. 5.303.3.2 Urinals. 5.303.3.2.1 Wall-mounted Urinals. The effective flush volume of wall-mounted urinals shall not exceed 0.125 gallons per flush. 5.303.3.2.2 Floor-mounted Urinals. The effective flush volume of floor-mounted or other urinals shall not exceed 0.5 gallons per flush. 5.303.3.3 Showerheads. [BSC-CG] 5.303.3.3.1 Single showerhead. Showerheads shall have a maximum flow rate of not more than 1.8 gallons per minute at 80 psi. Showerheads shall be certified to the performance criteria of the U.S. EPA WaterSense Specification for Showerheads. 5.303.3.3.2 Multiple showerheads serving one shower. When a shower is served by more than one showerhead, the combined flow rate of all the showerheads and/or other shower outlets controlled by a single valve shall not exceed 1.8 gallons per minute at 80 psi, or the shower shall be designed to allow only one shower outlet to be in operation at a time. Note: A hand-held shower shall be considered a showerhead. DIVISION 5.4 MATERIAL CONSERVATION AND RESOURCE EFFICIENCY SECTION 5.401 GENERAL 5.401.1 SCOPE. The provisions of this chapter shall outline means of achieving material conservation and resource efficiency through protection of buildings from exterior moisture, construction waste diversion, employment of techniques to reduce pollution through recycling of materials, and building commissioning or testing and adjusting. SECTION 5.408 CONSTRUCTION WASTE REDUCTION, DISPOSAL AND RECYCLING 5.408.1 CONSTRUCTION WASTE MANAGEMENT. Recycle and/or salvage for reuse a minimum of 65% of the non-hazardous construction and demolition waste in accordance with Section 5.408.1.1, 5.408.1.2 or 5.408.1.3; or meet a local construction and demolition waste management ordinance, whichever is more stringent. 5.408.1.1 Construction waste management plan. Where a local jurisdiction does not have a construction and demolition waste management ordinance, submit a construction waste management plan that: 1. Identifies the construction and demolition waste materials to be diverted from disposal by efficient usage, recycling, reuse on the project or salvage for future use or sale. 2. Determines if construction and demolition waste materials will be sorted on-site (source-separated) or bulk mixed (single stream). 3. Identifies diversion facilities where construction and demolition waste material collected will be taken. 4. Specifies that the amount of construction and demolition waste materials diverted shall be calculated byweight or volume, but not by both. 5.408.1.2 Waste Management Company. Utilize a waste management company that can provide verifiable documentation that the percentage of construction and demolition waste material diverted from the landfill complies with this section. Note: The owner or contractor shall make the determination if the construction and demolition waste material will be diverted by a waste management company. Exceptions to Sections 5.408.1.1 and 5.408.1.2: 1. Excavated soil and land-clearing debris. 2. Alternate waste reduction methods developed by working with local agencies if diversion or recycle facilities capable of compliance with this item do not exist. 3. Demolition waste meeting local ordinance or calculated in consideration of local recycling facilities and markets. 5.408.1.3 Waste stream reduction alternative. The combined weight of new construction disposal that does not exceed two pounds per square foot of building area may be deemed to meet the 65% minimum requirement as approved by the enforcing agency. 5.408.1.4 Documentation. Documentation shall be provided to the enforcing agency which demonstrates compliance with Sections 5.408.1.1, through 5.408.1.3. The waste management plan shall be updated as necessary and shall be accessible during construction for examination by the enforcing agency. Notes: 1. Sample forms found in "A Guide to the California Green Building Standards Code (Nonresidential)" located www.dgs.ca.gov/BSC/Resources/Page-Content/Building-Standards-Commission- Resources-List-Folder/CALGreen may be used to assist in documenting compliance with the waste management plan. 2. Mixed construction and demolition debris processors can be located at the California Department of Resources Recycling and Recovery (CalRecycle). 5.408.2 UNIVERSAL WASTE. [A] Additions and alterations to a building or tenant space that meet the scoping provisions in Section 301.3 for nonresidential additions and alterations, shall require verification that Universal Waste items such as fluorescent lamps and ballast and mercury containing thermostats as well as other California prohibited Universal Waste materials are disposed of properly and are diverted from landfills. A list of prohibited Universal Waste materials shall be included in the construction documents. Note: Refer to the Universal Waste Rule link at: http://www.dtsc.ca.gov/universalwaste/ 5.408.3 EXCAVATED SOIL AND LAND CLEARING DEBRIS. 100 percent of trees, stumps, rocks and associated vegetation and soils resulting primarily from land clearing shall be reused or recycled. For a phased project, such material may be stockpiled on site until the storage site is developed. Exception: Reuse, either on or off-site, of vegetation or soil contaminated by disease or pest infestation. Notes: 1. If contamination by disease or pest infestation is suspected, contact the County Agricultural Commissioner and follow its direction for recycling or disposal of the material. 2. For a map of know pest and/or disease quarantine zones, consult with the California Department of Food and Agriculture. (www.cdfa.ca.gov) DIVISION 5.5 ENVIRONMENTAL QUALITY SECTION 5.501 GENERAL 5.501.1 SCOPE. The provisions of this chapter shall outline means of reducing the quantity of air contaminants that are odorous, irritating, and/or harmful to the comfort and well-being of a building's installers, occupants and neighbors. SECTION 5.502 DEFINITIONS 5.502.1 DEFINITIONS. The following terms are defined in Chapter 2 (and are included here for reference) ARTERIAL HIGHWAY. A general term denoting a highway primarily for through traffic usually on a continuous route. A-WEIGHTED SOUND LEVEL (dBA). The sound pressure level in decibels as measured on a sound level meter using the internationally standardized A-weighting filter or as computed from sound spectral data to which A-weighting adjustments have been made. 1 BTU/HOUR. British thermal units per hour, also referred to as Btu. The amount of heat required to raise one pound of water one degree Fahrenheit per hour, a common measure of heat transfer rate. A ton of refrigeration is 12,000 Btu, the amount of heat required to melt a ton (2,000 pounds) of ice at 320 Fahrenheit. COMMUNITY NOISE EQUIVALENT LEVEL (CNEL). A metric similar to the day-night average sound level (Ldn), except that a 5 decibel adjustment is added to the equivalent continuous sound exposure level for evening hours (7pm to 10pm) in addition to the 10 dB nighttime adjustment used in the Ldn. COMPOSITE WOOD PRODUCTS. Composite wood products include hardwood plywood, particleboard and medium density fiberboard. “Composite wood products” does not include hardboard, structural plywood, structural panels, structural composite lumber, oriented strand board, glued laminated timber, timber, prefabricated wood I–joists or finger–jointed lumber, all as specified in California Code of Regulations (CCR), Title 17, Section 93120.1(a). Note: See CCR, Title 17, Section 93120.1. DAY-NIGHT AVERAGE SOUND LEVEL (Ldn). The A-weighted equivalent continuous sound exposure level for a 24-hour period with a 10 dB adjustment added to sound levels occurring during nighttime hours (10p.m. to 7 a.m.). DECIBEL (db). A measure on a logarithmic scale of the magnitude of a particular quantity (such as sound pressure, sound power, sound intensity) with respect to a reference quantity. ELECTRIC VEHICLE (EV). An automotive-type vehicle for on-road use, such as passenger automobiles, buses, trucks, vans, neighborhood electric vehicles, electric motorcycles, and the like, primarily powered by an electric motor that draws current from a rechargeable storage battery, fuel cell, photovoltaic array, or other source of electric current. Plug-in hybrid electric vehicles (PHEV) are considered electric vehicles. For purposes of the California Electrical Code, off-road, self-propoelled electric vehicles, such as industrial trucks, hoists, lifts, transports, golf carts, airline ground support equipment, tractors, boats, and the like, are not included. ELECTRIC VEHICLE CHARGING STATION(S) (EVCSj). One or more spaces intended for charging electric vehicles. ELECTRIC VEHICLE SUPPLY EQUIPMENT (EVSE). The conductors, including the ungrounded, grounded, and equipment grounding conductors and the electric vehicle connectors, attachment plugs, and all other fittings, devices, power outlets, or apparatus installed specifically for the purpose of transferring energy between the premises wiring and the electric vehicle. ENERGY EQUIVALENT (NOISE) LEVEL (Leq). The level of a steady noise which would have the same energy as the fluctuating noise level integrated over the time of period of interest. EXPRESSWAY. An arterial highway for through traffic which may have partial control of access, but which may or may not be divided or have grade separations at intersections. FREEWAY. A divided arterial highway with full control of access and with grade separations at intersections. GLOBAL WARMING POTENTIAL (GWP). The radiative forcing impact of one mass-based unit of a given greenhouse gas relative to an equivalent unit of carbon dioxide over a given period of time. Carbon dioxide is the reference compound with a GWP of one. GLOBAL WARMING POTENTIAL VALUE (GWP VALUE). A 100-year GWP value published by the Intergovernmental Panel on Climate Change (IPCC) in either its Second Assessment Report (SAR) (IPCC, 1995); or its Fourth Assessment A-3 Report (AR4) (IPCC, 2007). The SAR GWP values are found in column "SAR (100-yr)" of Table 2.14.; the AR4 GWP values are found in column "100 yr" of Table 2.14. HIGH-GWP REFRIGERANT. A compound used as a heat transfer fluid or gas that is: (a) a chlorofluorocarbon, a hdrochlorofluorocarbon, a hydrofluorocarbon, a perfluorocarbon, or any compound or blend of compounds, with a GWP value equal to or greater than 150, or (B) any ozone depleting substance as defined in Title 40 of the Code of Federal Regulations, Part 82, sec.82.3 (as amended March 10, 2009). LONG RADIUS ELBOW. Pipe fitting installed between two lengths of pipe or tubing to allow a change of direction, with a radius 1.5 times the pipe diameter. LOW-GWP REFRIGERANT. A compound used as a heat transfer fluid or gas that: (A) has a GWP value less than 150, and (B) is not an ozone depleting substance as defined in Title 40 of the Code of Federal Regulations, Part 82, sec.82.3 (as amended March 10, 2009). MERV. Filter minimum efficiency reporting value, based on ASHRAE 52.2–1999. MAXIMUM INCREMENTAL REACTIVITY (MIR). The maximum change in weight of ozone formed by adding a compound to the "Base REactive Organic Gas (ROG) Mixture" per weight of compound added, expressed to hundreths of a gram (g O3/g ROC). PRODUCT-WEIGHTED MIR (PWMIR). The sum of all weighted-MIR for all ingredients in a product subject to this article. The PWMIR is the total product reactivity expressed to hundredths of a gram of ozone formed per gram of product (excluding container and packaging). PSIG. Pounds per square inch, guage. REACTIVE ORGANIC COMPOUND (ROC). Any compound that has the potential, once emitted, to contribute to ozone formation in the troposphere. SCHRADER ACCESS VALVES. Access fittings with a valve core installed. SHORT RADIUS ELBOW. Pipe fitting installed between two lengths of pipe or tubing to allow a change of direction, with a radius 1.0 times the pipe diameter. SUPERMARKET. For the purposes of Section 5.508.2, a supermarket is any retail food facility with 8,000 square feet or more conditioned area, and that utilizes either refrigerated display cases, or walk-in coolers or freezers connected to remote compressor units or condensing units. VOC. A volatile organic compound broadly defined as a chemical compound based on carbon chains or rings with vapor pressures greater than 0.1 millimeters of mercury at room temperature. These compounds typically contain hydrogen and may contain oxygen, nitrogen and other elements. See CCR Title 17, Section 94508(a) . Note: Where specific regulations are cited from different agencies such as SCAQMD, ARB, etc., the VOC definition included in that specific regulation is the one that prevails for the specific measure in question. SECTION 5.503 FIREPLACES 5.503.1 FIREPLACES. Install only a direct-vent sealed-combustion gas or sealed wood-burning fireplace, or a sealed woodstove or pellet stove, and refer to residential requirements in the California Energy Code, Title 24, Part 6, Subchapter 7, Section 150. Woodstoves, pellet stoves and fireplaces shall comply with applicable local ordinances. 5.503.1.1 Woodstoves. Woodstoves and pellet stoves shall comply with U.S. EPA New Source Performance Standards (NSPS) emission limits as applicable, and shall have a permanent label indicating they are certified to meet the emission limits. SECTION 5.504 POLLUTANT CONTROL 5.504.1 TEMPORARY VENTILATION. The permanent HVAC system shall only be used during construction if necessary to condition the building or areas of addition or alteration within the required temperature range for material and equipment installation. If the HVAC system is used during construction, use return air filters with a Minimum Efficiency Reporting Value (MERV) of 8, based on ASHRAE 52.2-1999, or an average efficiency of 30% based on ASHRAE 52.1-1992 Replace all filters immediately prior to occupancy, or, if the building is occupied during alteration, at the conclusion of construction. 5.504.3 Covering of duct openings and protection of mechanical equipment during construction. At the time of rough installation and during storage on the construction site until final startup of the heating, cooling and ventilation equipment, all duct and other related air distribution component openings shall be covered with tape, plastic, sheetmetal or other methods acceptable to the enforcing agency to reduce the amount of dust, water and debris which may enter the system. 5.410.2.1 Owner's or Owner Representative's Project Requirements (OPR). [N] The expectations and requirements of the building appropriate to its phase shall be documented before the design phase of the project begins. This documentation shall include the following: 1. Environmental and sustainability goals. 2. Building sustainable goals. 3. Indoor environmental quality requirements. 4. Project program, including facility functions and hours of operation, and need for after hours operation. 5. Equipment and systems expectations. 6. Building occupant and operation and maintenance (O&M) personnel expectations. 5.410.2.2 Basis of Design (BOD). [N] A written explanation of how the design of the building systems meets the OPR shall be completed at the design phase of the building project. The Basis of Design document shall cover the following systems: 1. Renewable energy systems. 2. Landscape irrigation systems. 3. Water reuse system. 5.410.2.3 Commissioning plan. [N] Prior to permit issuance a commissioning plan shall be completed to document how the project will be commissioned. The commissioning plan shall include the following: 1. General project information. 2. Commissioning goals. 3. Systems to be commissioned. Plans to test systems and components shall include: a. An explanation of the original design intent. b. Equipment and systems to be tested, including the extent of tests. c. Functions to be tested. d. Conditions under which the test shall be performed. e. Measurable criteria for acceptable performance. 4. Commissioning team information. 5. Commissioning process activities, schedules and responsibilities. Plans for the completion of commissioning shall be included. 5.410.2.4 Functional performance testing. [N] Functional performance tests shall demonstrate the correct installation and operation of each component, system and system-to-system interface in accordance with the approved plans and specifications. Functional performance testing reports shall contain information addressing each of the building components tested, the testing methods utilized, and include any readings and adjustments made. 5.410.2.6 Commissioning report. [N] A report of commissioning process activities undertaken through the design and construction phases of the building project shall be completed and provided to the owner or representative. 5.410.4 TESTING AND ADJUSTING. New buildings less than 10,000 square feet. Testing and adjusting of systems shall be required for new buildings less than 10,000 square feet or new systems to serve an addition or alteration subject to Section 303.1. 5.410.4.2 (Reserved) Note: For energy-related systems under the scope (Section 100) of the California Energy Code, including heating, ventilation, air conditioning (HVAC) systems and controls, indoor lighting system and controls, as well as water heating systems and controls, refer to California Energy Code Section 120.8 for commissioning requirements and Sections 120.5, 120.6, 130.4, and 140.9(b)3 for additional testing requirements of specific systems. 5.410.4.2 Systems. Develop a written plan of procedures for testing and adjusting systems. Systems to be included for testing and adjusting shall include at a minimum, as applicable to the project: 1. Renewable energy systems. 2. Landscape irrigation systems. 3. Water reuse systems. 5.410.4.3 Procedures. Perform testing and adjusting procedures in accordance with manufacturer's specifications and applicable standards on each system. 5.410.4.3.1 HVAC balancing. In addition to testing and adjusting, before a new space-conditioning system serving a building or space is operated for normal use, the system shall be balanced in accordance with the procedures defined by the Testing Adjusting and Balancing Bureau National Standards; the National Environmental Balancing Bureau Procedural Standards; Associated Air Balance Council National Standards or as approved by the enforcing agency. 2022 CALIFORNIA GREEN BUILDING STANDARDS CODE NONRESIDENTIAL MANDATORY MEASURES, SHEET 2 (January 2023) SECTION 5.303 INDOOR WATER USE 5.303.1 METERS. Separate submeters or metering devices shall be installed for the uses described in Sections 503.1.1 and 503.1.2. 5.303.1.1 Buildings in excess of 50,000 square feet. Separate submeters shall be installed as follows: 1. For each individual leased, rented or other tenant space within the building projected to consume more than 100 gal/day (380 L/day), including, but not limited to, spaces used for laundry or cleaners, restaurant or food service, medical or dental office, laboratory, or beauty salon or barber shop. SECTION 5.410 BUILDING MAINTENANCE AND OPERATIONS 5.410.1 RECYCLING BY OCCUPANTS. Provide readily accessible areas that serve the entire building and are identified for the depositing, storage and collection of non-hazardous materials for recycling, including (at a minimum) paper, corrugated cardboard, glass, plastics, organic waste, and metals or meet a lawfully enacted local recycling ordinance, if more restrictive. Exception: Rural jurisdictions that meet and apply for the exemption in Public Resources Code 42649.82 (a)(2)(A) et seq. shall also be exempt from the organic waste portion of this section. 5.410.1.1 Additions. All additions conducted within a 12-month period under single or multiple permits, resulting in an increase of 30% or more in floor area, shall provide recycling areas on site. Exception: Additions within a tenant space resulting in less than a 30% increase in the tenant space floor area. 5.410.1.2 Sample ordinance. Space allocation for recycling areas shall comply with Chapter 18, Part 3, Division 30 of the Public Resources Code. Chapter 18 is known as the California Solid Waste Reuse and Recycling Access Act of 1991 (Act). Note: A sample ordinance for use by local agencies may be found in Appendix A of the document at the CalRecycle’s web site. 5.410.2.5 Documentation and training. [N] A Systems Manual and Systems Operations Training are required, including Occupational Safety and Health Act (OSHA) requirements in California Code of Regulations (CCR), Title 8, Section 5142, and other related regulations. 5.410.2.5.1 Systems manual. [N] Documentation of the operational aspects of the building shall be completed within the systems manual and delivered to the building owner or representative. The systems manual shall include the following: 1. Site information, including facility description, history and current requirements. 2. Site contact information. 3. Basic operations and maintenance, including general site operating procedures, basic troubleshooting, recommended maintenance requirements, site events log. 4. Major systems. 5. Site equipment inventory and maintenance notes. 6. A copy of verifications required by the enforcing agency or this code. 7. Other resources and documentation, if applicable. 5.410.2.5.2 Systems operations training. [N] A program for training of the appropriate maintenance staff for each equipment type and/or system shall be developed and documented in the commissioning report and shall include the following: 1. System/equipment overview (what it is, what it does and with what other systems and/or equipment it interfaces). 2. Review and demonstration of servicing/preventive maintenance. 3. Review of the information in the Systems Manual. 4. Review of the record drawings on the system/equipment. 2. Where separate submeters for individual building tenants are unfeasible, for water supplied to the following subsystems: a. Makeup water for cooling towers where flow through is greater than 500 gpm (30 L/s). b. Makeup water for evaporative coolers greater than 6 gpm (0.04 L/s). c. Steam and hot water boilers with energy input more than 500,000 Btu/h (147 kW). 5.303.1.2 Excess consumption. A separate submeter or metering device shall be provided for any tenant within a new building or within an addition that is projected to consume more than 1,000 gal/day. SECTION 5.304 OUTDOOR WATER USE 5.304.1 OUTDOOR POTABLE WATER USE IN LANDSCAPE AREAS. Nonresidential developments shall comply with a local water efficient landscape ordinance or the current California Department of Water Resources' Model Water Efficient Landscape Ordinance (MWELO), whichever is more stringent. Notes: 1. The Model Water Efficient Landscape Ordinance (MWELO) is located in the California Code of Regulations, Title 23, Chapter 2.7, Division 2. 2. MWELO and supporting documents, including a water budget calculator, are available at: https://www.water.ca.gov/. 5.304.6 OUTDOOR POTABLE WATER USE IN LANDSCAPE AREAS. For public schools and community colleges, landscape projects as described in Sections 5.304.6.1 and 5.304.6.2 shall comply with the California Department of Water Resources Model Water Efficient Landscape Ordinance (MWELO) commencing with Section 490 of Chapter 2.7, Division 2, Title 23, California Code of Regulations, except that the evapotranspiration adjustment factor (ETAF) shall be 0.65 with an additional water allowance for special landscape areas (SLA) of 0.35. Exception: Any project with an aggregate landscape area of 2,500 square feet or less may comply with the prescriptive measures contained in Appendix D of the MWELO. 5.304.6.1 Newly constructed landscapes. New construction projects with an aggregate landscape area equal to or greater than 500 square feet. 5.304.6.2 Rehabilitated landscapes. Rehabilitated landscape projects with an aggregate landscape area equal to or greater than 1,200 square feet. DISCLAIMER:THIS DOCUMENT IS PROVIDED AND INTENDED TO BE USED AS A MEANS TO INDICATE AREAS OF COMPLIANCE WITH THE CALIFORNIA GREEN BUILDING STANDARDS (CALGREEN) CODE. DUE TO THE VARIABLES BETWEEN BUILDING DEPARTMENT JURISDICTIONS, THIS CHECKLIST IS TO BE USED ON AN INDIVIDUAL PROJECT BASIS AND MAY BE MODIFIED BY THE END USER TO MEET THOSE INDIVIDUAL NEEDS. THE END USER ASSUMES ALL RESPONSIBILITY ASSOCIATED WITH THE USE OF THIS DOCUMENT, INCLUDING VERIFICATION WITH THE FULL CODE. 5.303.4 COMMERCIAL KITCHEN EQUIPMENT. 5.303.4.1 Food Waste Disposers. Disposers shall either modulate the use of water to no more than 1 gpm when the disposer is not in use (not actively grinding food waste/no-load) or shall automatically shut off after no more than 10 minutes of inactivity. Disposers shall use no more than 8 gpm of water. Note: This code section does not affect local jurisdiction authority to prohibit or require disposer installation. 5.303.5 AREAS OF ADDITION OR ALTERATION. For those occupancies within the authority of the California Building Standards Commission as specified in Section 103, the provisions of Section 5.303.3 and 5.303.4 shall apply to new fixtures in additions or areas of alteration to the building. 5.303.6 STANDARDS FOR PLUMBING FIXTURES AND FITTINGS. Plumbing fixtures and fittings shall be installed in accordance with the California Plumbing Code, and shall meet the applicable standards referenced in Table 1701.1 of the California Plumbing Code and in Chapter 6 of this code. Y N/A SECTION 5.402 DEFINITIONS 5.402.1 DEFINITIONS. The following terms are defined in Chapter 2 (and are included here for reference) ADJUST. To regulate fluid flow rate and air patterns at the terminal equipment, such as to reduce fan speed or adjust a damper. BALANCE. To proportion flows within the distribution system, including sub-mains, branches and terminals, according to design quantities. BUILDING COMMISSIONING. A systematic quality assurance process that spans the entire design and construction process, including verifying and documenting that building systems and components are planned, designed, installed, tested, operated and maintained to meet the owner’s project requirements. ORGANIC WASTE. Food waste, green waste, landscape and pruning wste, nonhazardous wood waste, and food soiled paper waste that is mixed in with food waste. TEST. A procedure to determine quantitative performance of a system or equipment SECTION 5.407 WATER RESISTANCE AND MOISTURE MANAGEMENT 5.407.1 WEATHER PROTECTION. Provide a weather-resistant exterior wall and foundation envelope as required by California Building Code Section 1402.2 (Weather Protection), manufacturer's installation instructions or local ordinance, whichever is more stringent. 5.407.2 MOISTURE CONTROL. Employ moisture control measures by the following methods. 5.407.2.1 Sprinklers. Design and maintain landscape irrigation systems to prevent spray on structures. 5.407.2.2 Entries and openings. Design exterior entries and/or openings subject to foot traffic or wind-driven rain to prevent water intrusion into buildings as follows: 5.407.2.2.1 Exterior door protection. Primary exterior entries shall be covered to prevent water intrusion by using nonabsorbent floor and wall finishes within at least 2 feet around and perpendicular to such openings plus at least one of the following: 1. An installed awning at least 4 feet in depth. 2. The door is protected by a roof overhang at least 4 feet in depth. 3. The door is recessed at least 4 feet. 4. Other methods which provide equivalent protection. 5.407.2.2.2 Flashing. Install flashings integrated with a drainage plane. 5.410.2 COMMISSIONING. [N] New buildings 10,000 square feet and over. For new buildings 10,000 square feet and over, building commissioning shall be included in the design and construction processes of the building project to verify that the building systems and components meet the owner’s or owner representative’s project requirements. Commissioning shall be performed in accordance with this section by trained personnel with experience on projects of comparable size and complexity. For I-occupancies that are not regulated by OSHPD or for I-occupancies and L-occupancies that are not regulated y the California Energy Code Section 100.0 Scope, all requirements in Sections 5.410.2 through 5.410.2.6 shall apply. Note: For energy-related systems under the scope (Section 100) of the California Energy Code, including heating, ventilation, air conditioning (HVAC) systems and controls, indoor lighting systems and controls, as well as water heating systems and controls, refer to California Energy Code Section 120.8 for commissioning requirements Commissioning requirements shall include: 1. Owner’s or Owner representative’s project requirements. 2. Basis of design. 3. Commissioning measures shown in the construction documents. 4. Commissioning plan. 5. Functional performance testing. 6. Documentation and training. 7. Commissioning report. Exceptions: 1. Unconditioned warehouses of any size. 2. Areas less than 10,000 square feet used for offices or other conditioned accessory spaces within unconditioned warehouses. 3. Tenant improvements less than 10,000 square feet as described in Section 303.1.1. 4. Open parking garages of any size, or open parking garage areas, of any size, within a structure. Note: For the purposes of this section, unconditioned shall mean a building, area, or room which does not provide heating and or air conditioning. Informational Notes: 1. IAS AC 476 is an accreditation criteria for organizations providing training and/or certification of commissioning personnel. AC 476 is available to the Authority Having Jurisdiction as a reference for qualifications of commissioning personnel. AC 476 des not certify individuals to conduct functional performance tests or to adjust and balance systems. 2. Functional performance testing for heating, ventilation, air conditioning systems and lighting controls must be performed in compliance with the California Energy Code. 5.410.4.4 Reporting. After completion of testing, adjusting and balancing, provide a final report of testing signed by the individual responsible for performing these services. 5.410.4.5 Operation and maintenance (O & M) manual. Provide the building owner or representative with detailed operating and maintenance instructions and copies of guaranties/warranties for each system. O & M instructions shall be consistent with OSHA requirements in CCR, Title 8, Section 5142, and other related regulations. 5.410.4.5.1 Inspections and reports. Include a copy of all inspection verifications and reports required by the enforcing agency. Y N/A Y N/A Y N/ARESPON. PARTY RESPON. PARTY RESPON. PARTY RESPON. PARTY Y = YES N/A =NOT APPLICABLE RESPON. PARTY =RESPONSIBLE PARTY (ie: ARCHITECT, ENGINEER, OWNER, CONTRACTOR, INSPECTOR ETC.) 5.303.3.4 Faucets and fountains. 5.303.3.4.1 Nonresidential Lavatory faucets. Lavatory faucets shall have a maximum flow rate of not more than 0.5 gallons per minute at 60 psi. 5.303.3.4.2 Kitchen faucets. Kitchen faucets shall have a maximum flow rate of not more than 1.8 gallons per minute at 60 psi. Kitchen faucets may temporarily increase the flow above the maximum rate, but not to exceed 2.2 gallons per minute at 60 psi, and must default to a maximum flow rate of 1.8 gallons per minute at 60 psi. 5.303.3.4.3 Wash fountains. Wash fountains shall have a maximum flow rate of not more than1.8 gallons per minute/20 [rim space (inches) at 60 psi]. 5.303.3.4.4 Metering faucets. Metering faucets shall not deliver more than 0.20 gallons per cycle. 5.303.3.4.5 Metering faucets for wash fountains. Metering faucets for wash fountains shall have a maximum flow rate of not more than 0.20 gallons per minute/20 [rim space (inches) at 60 psi]. Note: Where complying faucets are unavailable, aerators or other means may be used to achieve reduction. 5.303.3.4.6 Pre-rinse spray value When installed, shall meet the requirements in the California Code of Regulations, Title 20 (Appliance Efficiency Regulations), Section 1605.1 (h)(4) Table H-2, Section 1605.3 (h)(4)(A), and Section 1607 (d)(7), and shall be equipped with an integral automatic shutoff. FOR REFERENCE ONLY:The following table and code section have been reprinted from the California Code of Regulations, Title 20 (Appliance Efficiency Regulations), Section 1605.1 (h)(4) and Section 1605.3 (h)(4)(A). PRODUCT CLASS [spray force in ounce force (ozf)]MAXIMUM FLOW RATE (gpm) Project Contact: Email: Principal: Project Manager ADC Project No: Ken Burgess KBurgess@adcollaborative.com Craig Chinn KEN BURGESS laguna hills, ca 92653 www.adcollaborative.com 23231 south pointe drive 949.267.1660 SA N T A A N I T A L L - B A F A N G D U M P L I N G S 40 0 S B A L D W I N A V E . , S U I T E F 1 8 AR C A D I A , C A , 9 1 0 0 7 Client COPYRIGHT C 23087 Sheet Issue & Revision Log 1 2024-04-05 1ST BUILDING RESUBMITTAL 2 2024-05-17 2nd BUILDING RESUBMITTAL 3 2024-05-22 FIRE RESUBMITTAL Name Addr: City: State: Zip: AVISON YOUNG 2030 MAIN ST #150 IRVINE CA 92614 LIC E N S E D ARCHIT E C T S T A T E OF CA L I F O R NIA CAL GREEN MANDATORY MEASURES A0.6 5.504.4.3 Paints and coatings. Architectural paints and coatings shall comply with VOC limits in Table 1 of the ARB Architectural Coatings Suggested Control Measure, as shown in Table 5.504.4.3, unless more stringent local limits apply. The VOC content limit for coatings that do not meet the definitions for the specialty coatings categories listed in Table 5.504.4.3 shall be determined by classifying the coating as a Flat, Nonflat or Nonflat-High Gloss coating, based on its gloss, as defined in Subsections 4.21, 4.36 and 4.37 of the 2007 California Air Resources Board Suggested Control Measure, and the corresponding Flat, Nonflat or Nonflat-High Gloss VOC limit in Table 5.504.4.3 shall apply. 5.504.4.3.1 Aerosol Paints and coatings. Aerosol paints and coatings shall meet the PWMIR Limits for ROC in Section 94522(a)(3) and other requirements, including prohibitions on use of certain toxic compounds and ozone depleting substances, in Sections 94522(c)(2) and (d)(2) of California Code of Regulations, Title 17, commencing with Section 94520; and in areas under the jurisdiction of the Bay Area Air Quality Management District additionally comply with the percent VOC by weight of product limits of Regulation 8 Rule 49. 5.504.4.4.1 Carpet cushion. All carpet cushion installed in the building interior shall meet the requirements of the California Department of Public Health,"Standard Method for the Testing and Evaluation of Volatile Organic Chemical Emissions from Indoor Sources Using Environmental Chambers,"Version 1.2, January 2017 (Emission testing method for California Specifications 01350). See California Department of Public Health's website for certification programs and testing labs. https://www.cdph.ca.gov/Programs/CCDPHP/DEODC/EHLB/IAQ/Pages/VOC.aspx#material 5.504.4.4.2 Carpet adhesive. All carpet adhesive shall meet the requirements of Table 5.504.4.1. 5.504.4.5 Composite wood products. Hardwood plywood, particleboard and medium density fiberboard composite wood products used on the interior or exterior of the buildings shall meet the requirements for formaldehyde as specified in ARB's Air Toxics Control Measure (ATCM) for Composite Wood (17 CCR 93120 et seq.). Those materials not exempted under the ATCM must meet the specified emission limits, as shown in Table 5.504.4.5. 5.504.4.5.3 Documentation. Verification of compliance with this section shall be provided as requested by the enforcing agency. Documentation shall include at least one of the following: 1. Product certifications and specifications. 2. Chain of custody certifications. 3. Product labeled and invoiced as meeting the Composite Wood Products regulation (see CCR, Title 17, Section 93120, et seq.). 4. Exterior grade products marked as meeting the PS-1 or PS-2 standards of the Engineered Wood Association, the Australian AS/NZS 2269 or European 636 3S standards. 5. Other methods acceptable to the enforcing agency. ARCHITECTURAL APPLICATIONS CURRENT VOC LIMIT SPECIALTY APPLICATIONS SUBSTRATE SPECIFIC APPLICATIONS SEALANTS CURRENT VOC LIMIT SEALANT PRIMERS COATING CATEGORY CURRENT VOC LIMIT SPECIALTY COATINGS PRODUCT CURRENT LIMIT 5.508.2 Supermarket refrigerant leak reduction. New commercial refrigeration systems shall comply with the provisions of this section when installed in retail food stores 8,000 square feet or more conditioned area, and that utilize either refrigerated display cases, or walk-in coolers or freezers connected to remote compressor units or condensing units. The leak reduction measures apply to refrigeration systems containing high-global-warming potential (high-GWP) refrigerants with a GWP of 150 or greater. New refrigeration systems include both new facilities and the replacement of existing refrigeration systems in existing facilities. Exception: Refrigeration systems containing low-global warming potential (low-GWP) refrigerant with a GWP value less than 150 are not subject to this section. Low-GWP refrigerants are nonozone-depleting refrigerants that include ammonia, carbon dioxide (CO2), and potentially other refrigerants. 5.508.2.1 Refrigerant piping. Piping compliant with the California Mechanical Code shall be installed to be accessible for leak protection and repairs. Piping runs using threaded pipe, copper tubing with an outside diameter (OD) less than 1/4 inch, flared tubing connections and short radius elbows shall not be used in refrigerant systems except as noted below. 5.508.2.1.1 Threaded pipe. Threaded connections are permitted at the compressor rack. 5.508.2.1.2 Copper pipe. Copper tubing with an OD less than 1/4 inch may be used in systems with a refrigerant charge of 5 pounds or less. 5.508.2.1.2.1 Anchorage. One-fouth-inch OD tubing shall be securely clamped to a rigid base to keep vibration levels below 8 mils. 5.508.2.1.3 Flared tubing connections. Double-flared tubing connections may be used for pressure controls, valve pilot lines and oil. Exception: Single-flared tubing connections may be used with a multiring seal coated with industrial sealant suitable for use with refrigerants and tightened in accordance with manufacturer's recommendations. 5.508.2.1.4 Elbows. Short radius elbows are only permitted where space limitations prohibit use of long radius elbows. 5.508.2.2 Valves. Valves Valves and fittings shall comply with the California Mechanical Code and as follows. 5.508.2.2.1 Pressure relief valves. For vessels containing high-GWP refrigerant, a rupture disc shall be installed between the outlet of the vessel and the inlet of the pressure relief valve. 5.508.2.2.1.1 Pressure detection. A pressure gauge, pressure transducer or other device shall be installed in the space between the rupture disc and the relief valve inlet to indicate a disc rupture or discharge of the relief valve. 5.508.2.2.2 Access valves. Only Schrader access valves with a brass or steel body are permitted for use. 5.508.2.2.2.1 Valve caps. For systems with a refrigerant charge of 5 pounds or more, valve caps shall be brass or steel and not plastic. 5.508.2.2.2.2 Seal caps. If designed for it, the cap shall have a neoprene O-ring in place. 5.508.2.2.2.2.1 Chain tethers. Chain tethers to fit ovr the stem are required for valves designed to have seal caps. Exception: Valves with seal caps that are not removed from the valve during stem operation. 5.508.2.3 Refrigerated service cases. Refrigerated service cases holding food products containing vinegar and salt shall have evaporator coils of corrosion-resistant material, such as stainless steel; or be coated to prevent corrosion from these substances. 5.508.2.3.1 Coil coating. Consideration shall be given to the heat transfer efficiency of coil coating to maximize energy efficiency. 5.508.2.4 Refrigerant receivers. Refrigerant receivers with capacities greater than 200 pounds shall be fitted with a device tha indicates the level of refrigerant in the receiver. 5.508.2.5 Pressure testing. The system shall be pressure tested during installation prior to evacuation and charging. 5.508.2.5.1 Minimum pressure. The system shall be charged with regulated dry nitrogen and appropriate tracer gas to bring system pressure up to 300 psig minimum. 5.508.2.5.2 Leaks. Check the system for leaks, repair any leaks, and retest for pressure using the same gauge. 5.508.2.5.3 Allowable pressure change. The system shall stand, unaltered, for 24 hours with no more than a +/- one pound pressure change from 300 psig, measured with the same gauge. 5.508.2.6 Evacuation. The system shall be evacuated after pressure testing and prior to charging. 5.508.2.6.1 First vacuum. Pull a system vacuum down to at least 1000 microns (+/- 50 microns), and hold for 30 minutes. 5.508.2.6.2 Second vacuum. Pull a second system vacuum to a minimum of 500 microns and hold for 30 minutes. 5.508.2.6.3 Third vacuum. Pull a third vacuum down to a minimum of 300 microns, and hold for 24 hours with a maximum drift of 100 microns over a 24-hour period. CHAPTER 7 INSTALLER & SPECIAL INSPECTOR QUALIFICATIONS 702 QUALIFICATIONS 702.1 INSTALLER TRAINING. HVAC system installers shall be trained and certified in the proper installation of HVAC systems including ducts and equipment by a nationally or regionally recognized training or certification program. Uncertified persons may perform HVAC installations when under the direct supervision and responsibility of a person trained and certified to install HVAC systems or contractor licensed to install HVAC systems. Examples of acceptable HVAC training and certification programs include but are not limited to the following: 1. State certified apprenticeship programs. 2. Public utility training programs. 3. Training programs sponsored by trade, labor or statewide energy consulting or verification organizations. 4. Programs sponsored by manufacturing organizations. 5. Other programs acceptable to the enforcing agency. 702.2 SPECIAL INSPECTION [HCD]. When required by the enforcing agency, the owner or the responsible entity acting as the owner's agent shall employ one or more special inspectors to provide inspection or other duties necessary to substantiate compliance with this code. Special inspectors shall demonstrate competence to the satisfaction of the enforcing agency for the particular type of inspection or task to be performed. In addition to other certifications or qualifications acceptable to the enforcing agency, the following certifications or education may be considered by the enforcing agency when evaluating the qualifications of a special inspector: 1. Certification by a national or regional green building program or standard publisher. 2. Certification by a statewide energy consulting or verification organization, such as HERS raters, building performance contractors, and home energy auditors. 3. Successful completion of a third party apprentice training program in the appropriate trade. 4. Other programs acceptable to the enforcing agency. Notes: 1. Special inspectors shall be independent entities with no financial interest in the materials or the project they are inspecting for compliance with this code. 2. HERS raters are special inspectors certified by the California Energy Commission (CEC) to rate homes in California according to the Home Energy Rating System (HERS). [BSC-CG] When required by the enforcing agency, the owner or the responsible entity acting as the owner's agent shall employ one or more special inspectors to provide inspection or other duties necessary to substantiate compliance with this code. Special inspectors shall demonstrate competence to the satisfaction of the enforcing agency for the particular type of inspection or task to be performed. In addition, the special inspector shall have a certification from a recognized state, national or international association, as determined by the local agency. The area of certification shall be closely related to the primary job function, as determined by the local agency. Note: Special inspectors shall be independent entities with no financial interest in the materials or the project they are inspecting for compliance with this code. 703 VERIFICATIONS 703.1 DOCUMENTATION. Documentation used to show compliance with this code shall include but is not limited to, construction documents, plans, specifications, builder or installer certification, inspection reports, or other methods acceptable to the enforcing agency which demonstrate substantial conformance. When specific documentation or special inspection is necessary to verify compliance, that method of compliance will be specified in the appropriate section or identified applicable checklist. 2022 CALIFORNIA GREEN BUILDING STANDARDS CODE NONRESIDENTIAL MANDATORY MEASURES, SHEET 3 (January 2023) SECTION 5.505 INDOOR MOISTURE CONTROL 5.505.1 INDOOR MOISTURE CONTROL. Buildings shall meet or exceed the provisions of California Building Code, CCR, Title 24, Part 2, Sections 1202 (Ventilation) and Chapter 14 (Exterior Walls). For additional measures, see Section 5.407.2 of this code. SECTION 5.506 INDOOR AIR QUALITY 5.506.1 OUTSIDE AIR DELIVERY. For mechanically or naturally ventilated spaces in buildings, meet the minimum requirements of Section 120.1 (Requirements For Ventilation) of the California Energy Code, or the applicable local code, whichever is more stringent, and Division 1, Chapter 4 of CCR, Title 8. 5.506.2 CARBON DIOXIDE (CO2) MONITORING. For buildings or additions equipped with demand control ventilation, CO2 sensors and ventilation controls shall be specified and installed in accordance with the requirements of the California Energy Code, Section 120(c)(4). 5.506.3 Carbon dioxide (CO2) monitoring in classrooms. (DSA-SS) Each public K-12 school classroom, as listed in Table 120.1-A of the California Energy Code, shall be equipped with a carbon dioxide monitor or sensor that meets the following requirements: 1.The monitor or sensor shall be permanently affixed in a tamper-proof manner in each classroom between 3 and 6 feet (914 mm and 1829 mm) above the floor and at least 5 feet (1524 mm) away from door and operable windows. 2.When the monitor or sensor is not integral to an Energy Management Control System (EMCS), the monitor or sensor shall display the carbon dioxide readings on the device. When the sensor is integral to an EMCS, the carbon dioxide readings shall be available to and regularly monitored by facility personnel. 3.A monitor shall provide notification though a visual indicator on the monitor when the carbon dioxide levels in the classroom have exceeded 1,100ppm. A sensor integral to an EMCS shall provide notification to facility personnel through a visual and/or audible indicator when the carbon dioxide levels in the classroom have exceeded 1,100ppm. 4.The monitor or sensor shall measure carbon dioxide levels at minimum 15- minute intervals and shall maintain a record of previous carbon dioxide measurements of not less than 30 days duration. 5.The monitor or sensor used to measure carbon dioxide levels shall have the capacity to measure carbon dioxide levels with a range of 400ppm to 2000ppm or greater. 6.The monitor or sensor shall be certified by the manufacturer to be accurate within 75ppm at 1,000ppm carbon dioxide concentration and shall be certified by the manufacturer to require calibration no more frequently than once every 5 years. SECTION 5.507 ENVIRONMENTAL COMFORT 5.507.4 ACOUSTICAL CONTROL. Employ building assemblies and components with Sound Transmission Class (STC) values determined in accordance with ASTM E 90 and ASTM E 413, or Outdoor-Indoor Sound Transmission Class (OITC) determined in accordance with ASTM E 1332, using either the prescriptive or performance method in Section 5.507.4.1 or 5.507.4.2. Exception: Buildings with few or no occupants or where occupants are not likely to be affected by exterior noise, as determined by the enforcement authority, such as factories, stadiums, storage, enclosed parking structures and utility buildings. Exception: [DSA-SS] For public schools and community colleges, the requirements of this section and all subsections apply only to new construction. 5.507.4.1 Exterior noise transmission, prescriptive method. Wall and roof-ceiling assemblies exposed to the noise source making up the building or addition envelope or altered envelope shall meet a composite STC rating of at least 50 or a composite OITC rating of no less than 40, with exterior windows of a minimum STC of 40 or OITC of 30 in the following locations: 1. Within the 65 CNEL noise contour of an airport. Exceptions: 1. Ldn or CNEL for military airports shall be determined by the facility Air Installation Compatible Land Use Zone (AICUZ) plan. 2. Ldn or CNEL for other airports and heliports for which a land use plan has not been developed shall be determined by the local general plan noise element. 2. Within the 65 CNEL or Ldn noise contour of a freeway or expressway, railroad, industrial source or fixed-guideway source as determined by the Noise Element of the General Plan. 5.507.4.1.1. Noise exposure where noise contours are not readily available. Buildings exposed to a noise level of 65 dB Leq - 1-hr during any hour of operation shall have building, addition or alteration exterior wall and roof-ceiling assemblies exposed to the noise source meeting a composite STC rating of at least 45 (or OITC 35), with exterior windows of a minimum STC of 40 (or OITC 30). 5.507.4.2 Performance Method. For buildings located as defined in Section 5.507.4.1 or 5.507.4.1.1, wall and roof-ceiling assemblies exposed to the noise source making up the building or addition envelope or altered envelope shall be constructed to provide an interior noise environment attributable to exterior sources that does not exceed an hourly equivalent noise level (Leq-1Hr) of 50 dBA in occupied areas during any hour of operation. 5.507.4.2.1 Site Features. Exterior features such as sound walls or earth berms may be utilized as appropriate to the building, addition or alteration project to mitigate sound migration to the interior. 5.507.4.2.2 Documentation of Compliance. An acoustical analysis documenting complying interior soundlevels shall be prepared by personnel approved by the architect or engineer of record. 5.507.4.3 Interior sound transmission. Wall and floor-ceiling assemblies separating tenant spaces and tenant spaces and public places shall have an STC of at least 40. Note: Examples of assemblies and their various STC ratings may be found at the California Office of Noise Control: www.toolbase.org/PDF/CaseStudies/stc_icc_ratings.pdf. SECTION 5.508 OUTDOOR AIR QUALITY 5.508.1 Ozone depletion and greenhouse gas reductions. Installations of HVAC, refrigeration and fire suppression equipment shall comply with Sections 5.508.1.1 and 5.508.1.2. 5.508.1.1 Chlorofluorocarbons (CFCs). Install HVAC, refrigeration and fire suppression equipment that do not contain CFCs. 5.508.1.2 Halons. Install HVAC, refrigeration and fire suppression equipment that do not contain Halons. 5.504.4.6 Resilient flooring systems. Where resilient flooring is installed, at least 80 percent of floor area receiving resilient flooring shall meet the requirements of the California Department of Public Health,"Standard Method for the Testing and Evaluation of Volatile Organic Chemical Emissions from Indoor Sources Using Environmental Chambers," Version 1.2, January 2017 (Emission testing method for California Specifications 01350) See California Department of Public Health's website for certification programs and testing labs. https://www.cdph.ca.gov/Programs/CCDPHP/DEODC/EHLB/IAQ/Pages/VOC.aspx#material 5.504.4.6.1 Verification of compliance. Documentation shall be provided verifying that resilient flooring materials meet the pollutant emission limits. 5.504.4.7 Thermal insulation Comply with the requirements of the California Department of Public Health, "Standard Method of the Testing and Evaluation of Volatile Organic Chemical Emissions from Indoor Sources Using Environmental Chambers, "Version 1.2, January 1.2, January 2017 (Emission testing method for California Specification 01350). See California Department of Public Health's website for certification programs and testing labs. https://www.cdph.ca.gov/Programs/CCDPHP/DEODC/EHLB/IAQ/Pages/VOC.aspx#material 5.504.4.7.1 Verification of compliance. Documentation shall be provided verifying that thermal insulation materials meet the pollutant emission limits. 5.504.4.8 Acoustical ceiling and wall panels. Comply with the requirements of the California Department of Public Health, "Standard Method for the Testing and Evaluation of Volatile Organic Chemical Emissions from Indoor Sources Using Environmental Chambers, " Version 1.2, January 2017 (Emission testing method for California Specification 01350). See California Department of Public Health's website for certification programs and testing labs. 5.504.4.8.1 Verification of compliance. Documentation shall be provided verifying that acoustical finish materials meet the pollutant emission limits. 5.504.5.3 Filters. In mechanically ventilated buildings, provide regularly occupied areas of the building with air filtration media for outside and return air that provides at least a Minimum Efficiency Reporting Value (MERV) of 13. MERV 13 filters shall be installed prior to occupancy, and recommendations for maintenance with filters of the same value shall be included in the operation and maintenance manual. Exceptions: Existing mechanical equipment. 5.504.5.3.1 Labeling. Installed filters shall be clearly labeled by the manufacturer indicating the MERV rating. 5.504.7 ENVIRONMENTAL TOBACCO SMOKE (ETS) CONTROL. Where outdoor areas are provided for smoking, prohibit smoking within 25 feet of building entries, outdoor air intakes and operable windows and within the building as already prohibited by other laws or regulations; or as enforced by ordinances, regulations or policies of any city, county, city and county, California Community College, campus of the California State University, or campus of the University of California, whichever are more stringent. When ordinances, regulations or policies are not in place, post signage to inform building occupants of the prohibitions. 5.504.4.3.2 Verification. Verification of compliance with this section shall be provided at the request of the enforcing agency. Documentation may include, but is not limited to, the following: 1. Manufacturer's product specification 2. Field verification of on-site product containers 5.504.4.4 Carpet Systems. All carpet installed in the building interior shall meet the requirements of the California Department of Public Health, "Standard Method for the Testing and Evaluation of Volatile Organic Chemical Emissions from Indoor Sources Using Environmental Chambers." Version 1.2, January 2017 (Emission testing method for California Specifications 01350). See California Department of Public Health's website for certification programs and testing labs. https://www.cdph.ca.gov/Programs/CCDPHP/DEODC/EHLB/IAQ/Pages/VOC.aspx#material 5.504.4 FINISH MATERIAL POLLUTANT CONTROL. Finish materials shall comply with Sections 5.504.4.1 through 5.504.4.6. 5.504.4.1 Adhesives, sealants and caulks. Adhesives, sealants, and caulks used on the project shall meet the requirements of the following standards: 1. Adhesives, adhesive bonding primers, adhesive primers, sealants, sealant primers and caulks shall comply with local or regional air pollution control or air quality management district rules where applicable, or SCAQMD Rule 1168 VOC limits, as shown in Tables 5.504.4.1 and 5.504.4.2. Such products also shall comply with the Rule 1168 prohibition on the use of certain toxic compounds (chloroform, ethylene dichloride, methylene chloride, perchloroethylene and trichloroethylene), except for aerosol products as specified in subsection 2, below. 2. Aerosol adhesives, and smaller unit sizes of adhesives, and sealant or caulking compounds (in units of product, less packaging, which do not weigh more than one pound and do not consist of more than 16 fluid ounces) shall comply with statewide VOC standards and other requirements, including prohibitions on use of certain toxic compounds, of California Code of Regulations, Title 17, commencing with Section 94507. DISCLAIMER:THIS DOCUMENT IS PROVIDED AND INTENDED TO BE USED AS A MEANS TO INDICATE AREAS OF COMPLIANCE WITH THE CALIFORNIA GREEN BUILDING STANDARDS (CALGREEN) CODE. DUE TO THE VARIABLES BETWEEN BUILDING DEPARTMENT JURISDICTIONS, THIS CHECKLIST IS TO BE USED ON AN INDIVIDUAL PROJECT BASIS AND MAY BE MODIFIED BY THE END USER TO MEET THOSE INDIVIDUAL NEEDS. THE END USER ASSUMES ALL RESPONSIBILITY ASSOCIATED WITH THE USE OF THIS DOCUMENT, INCLUDING VERIFICATION WITH THE FULL CODE. Y N/A Y N/A Y N/A Y N/ARESPON. PARTY RESPON. PARTY RESPON. PARTY RESPON. PARTY Y = YES N/A =NOT APPLICABLE RESPON. PARTY =RESPONSIBLE PARTY (ie: ARCHITECT, ENGINEER, OWNER, CONTRACTOR, INSPECTOR ETC.) Project Contact: Email: Principal: Project Manager ADC Project No: Ken Burgess KBurgess@adcollaborative.com Craig Chinn KEN BURGESS laguna hills, ca 92653 www.adcollaborative.com 23231 south pointe drive 949.267.1660 SA N T A A N I T A L L - B A F A N G D U M P L I N G S 40 0 S B A L D W I N A V E . , S U I T E F 1 8 AR C A D I A , C A , 9 1 0 0 7 Client COPYRIGHT C 23087 Sheet Issue & Revision Log 1 2024-04-05 1ST BUILDING RESUBMITTAL 2 2024-05-17 2nd BUILDING RESUBMITTAL 3 2024-05-22 FIRE RESUBMITTAL Name Addr: City: State: Zip: AVISON YOUNG 2030 MAIN ST #150 IRVINE CA 92614 LIC E N S E D ARCHIT E C T S T A T E OF CA L I F O R NIA CAL GREEN MANDATORY MEASURES A0.7 SANTA ANITA RACE TRACK 23071-Site Plan|A-Site ParkingLight23071-Site Plan|A-Site ParkingLight23071-Site Plan|A-Site ParkingLight23071-Site Plan|A-Site ParkingLight23071-Site Plan|A-Site ParkingLight23071-Site Plan|A-Site ParkingLight23071-Site Plan|A-Site ParkingLight23071-Site Plan|A-Site ParkingLight23071-Site Plan|A-Site ParkingLight23071-Site Plan|A-Site ParkingLight23071-Site Plan|A-Site ParkingLight23071-Site Plan|A-Site ParkingLight23071-Site Plan|A-Site ParkingLight23071-Site Plan|A-Site ParkingLight23071-Site Plan|A-Site ParkingLight 2 5 6 3 4 1 7 LEVEL 2 SITE PLAN 3 3 3 3 3 3 3 3 3 Project Contact: Email: Principal: Project Manager ADC Project No: Ken Burgess KBurgess@adcollaborative.com Craig Chinn KEN BURGESS laguna hills, ca 92653 www.adcollaborative.com 23231 south pointe drive 949.267.1660 SA N T A A N I T A L L - B A F A N G D U M P L I N G S 40 0 S B A L D W I N A V E . , S U I T E F 1 8 AR C A D I A , C A , 9 1 0 0 7 Client COPYRIGHT C 23087 Sheet Issue & Revision Log 1 2024-04-05 1ST BUILDING RESUBMITTAL 2 2024-05-17 2nd BUILDING RESUBMITTAL 3 2024-05-22 FIRE RESUBMITTAL Name Addr: City: State: Zip: AVISON YOUNG 2030 MAIN ST #150 IRVINE CA 92614 LIC E N S E D ARCHIT E C T S T A T E OF CA L I F O R NIA SITE PLAN A1.1 N SCALE: N.T.S.1SITE PLAN SITE PLAN NOTES KEY NOTES (E) BUILDING WHERE TENANT IMPROVEMENTS WILL OCCUR (E) ACCESSIBLE PARKING SPACE. (E) PARKING LOT (E) RAMP UP WITH TRUNCATED DOMES ACCESSIBLE PATH OF TRAVEL TO PARKING SPACES PROSPECTIVE TENANT ENTRY PROPOSED GREASE INTERCEPTOR LOCATION EXISTING ELECTRICAL LOCATION 1 2 3 4 5 6 7 8 1.INSTALL TEMPORARY CONSTRUCTION FENCING DURING CONSTRUCTION ACTIVITIES ALONG THE LIMITS OF CONSTRUCTION AS INDICATED ON PLANS OR AS REQUIRED BY OWNER AND/OR CITY. 2.PEDESTRIAN SITE ENTRANCES PATH OF TRAVEL AND MEANS OF EGRESS TO BE ADA COMPLIANT PER THE STATE AND FEDERAL ACCESSIBILITY GUIDELINES, LAWS, AND REGULATIONS. 3.SIGNAGE TO MEET LOCAL, STATE AND FEDERAL LAWS AND REGULATIONS INCLUDING BUT NOT LIMITED TO BUILDING CODES, FIRE CODES, ADA LAWS AND ACCESSIBILITY REQUIREMENTS. 4.MAINTAIN JOBSITE IN A CLEAN, ORDERLY CONDITION, FREE OF DEBRIS & LITTER OUTSIDE LIMITS OF WORK AS A RESULT OF THE WORK PERFORMED UNDER THIS CONTRACT. 5.DRAINAGE & CONSTRUCTION OPERATIONS SHALL COMPLY WITH ALL ENVIRONMENTAL HEALTH ORDINANCES. 6.MARK & INDICATE ACCESSIBLE PARKING STALLS PER REFERENCED EDITION OF BUILDING CODE. 7.THE CONTRACTOR SHALL VISUALLY INSPECT ALL RETAINING WALLS TO REMAIN AND NOTIFY THE ARCHITECT OF ANY DAMAGE. THE CONTRACTOR SHALL PREP EXISTING WALLS FOR NEW FINISH AND INSTALL FINISH PER ARCHITECTURAL AND LANDSCAPE DRAWINGS. 8.PATCH & REPLACE AREAS OF EXISTING OR NEWLY INSTALLED PAVING AS REQUIRED FOR INSTALLATION OF ELEMENTS OF THE WORK IN A MANNER THAT WILL MATCH ADJACENT PAVING. 9.PROVIDE WALKS AND SIDEWALKS WITH A CONTINUOUS SLIP RESISTANT SURFACE. PROVIDE WALKS WITH SLOPES LESS THAN OR EQUAL TO 6% WITH THE EQUIVALENT OF A MEDIUM BROOM SLIP RESISTANT FINISH. PROVIDE WALKS WITH SLOPE GREATER THAN 6% WITH THE EQUIVALENT OF HEAVY BROOM FINISH. SEE SITE PLAN FOR SPECIFIC FINISH TYPE & REQUIREMENTS.. 10.THE SITE PLAN IS NOT A SURVEY; IT IS BASED ON THE INFORMATION PROVIDED BY THE OWNER AND OWNER'S CONSULTANTS. IT IS FOR REFERENCE OF PROJECT SCOPE LOCATION ONLY. THE CONTRACTOR SHALL VERIFY ON SITE ALL GRADES, SOIL CONDITIONS, GROUND WATER, EXISTING IMPROVEMENTS, PROPERTY LINES, EASEMENTS, SETBACKS, UTILITIES AND SUBSTRUCTURES. THE CONTRACTOR MUST NOTIFY THE ARCHITECT IMMEDIATELY WHERE DISCREPANCIES OCCUR. 11.ALL RUBBISH AND DEBRIS RESULTING FROM DEMOLITION AND/OR NEW WORK IS THE PROPERTY OF THE CONTRACTOR AND SHALL BE DISPOSED OF OFF-SITE IN A LEGAL MANNER AND IS NOT TO BE ALLOWED TO ACCUMULATE. BURNING OF DEBRIS IS PROHIBITED. 12.THE CONTRACTOR IS RESPONSIBLE FOR MEANS AND METHODS OF CONSTRUCTION, COORDINATION OF TRADES, AND SCHEDULING OF WORK. 13.THE CONTRACTOR SHALL NOT REVISE, SUBSTITUTE, OR CHANGE THE WORK WITHOUT THE WRITTEN CONSENT OF THE ARCHITECT AND THE OWNER. 14.THE CONTRACTOR SHALL CHECK AND VERIFY ALL DIMENSIONS AND CONDITIONS AT THE JOB SITE RELATING TO THE WORK OF EACH TRADE. 15.THE CONTRACTOR WILL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOBSITE CONDITIONS. COMPLY WITH SAFETY REGULATIONS AND RESTRICTIONS AS REQUIRED FOR WORKER AND PEDESTRIAN PROTECTION DURING THE COURSE OF CONSTRUCTION OF THIS PROJECT. PROVIDE PROTECTION AS REQUIRED TO PREVENT ANY DAMAGE TO EXISTING CONSTRUCTION WITHIN AND ADJACENT TO THE JOBSITE. WHERE DAMAGE OCCURS, REPAIR OR REPLACE DAMAGED AREA AND/OR MATERIAL AS REQUIRED TO THE OWNER'S APPROVAL AT NO ADDITIONAL COST. THESE REQUIREMENTS SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL HOURS. 16.KEEP CLEAR OF OBSTRUCTIONS PATH OF EGRESS TRAVEL. 17.THE CONTRACTOR SHALL BRING ANY REVISION OR ADDITIONAL WORK REQUIRED BY FIELD CONDITIONS OR LOCAL GOVERNING AUTHORITIES TO THE ATTENTION OF THE ARCHITECT BEFORE PROCEEDING. 18.THE CONTRACTOR SHALL VERIFY THE SIZE AND LOCATION OF ALL UTILITY LINES AND STUBS TO THE BUILDING(S) THAT ARE INDICATED ON THE PLANS. BRING ALL UTILITY LINES (WATER, SEWER, GAS AND ELECTRICAL, ETC.) INTO THE BUILDING, FROM TERMINATION POINTS AS INDICATED ON THE SITE PLANS, READY FOR SERVICE. PRIOR TO THE COMMENCEMENT OF THIS WORK. BRING ANY DISCREPANCIES TO THE ATTENTION OF THE ARCHITECT. 19.SHOULD ANY ASPHALTIC CONCRETE REQUIRE PATCHING ADJACENT TO BUILDINGS, IT SHALL BE OF THE SAME SECTION AND DRAINAGE PROFILE AS THE ADJACENT PAVED AREAS. LEGEND ACCESSIBLE PATH OF TRAVEL 8 ELECTRICAL ROOM LEVEL 1 Project Contact: Email: Principal: Project Manager ADC Project No: Ken Burgess KBurgess@adcollaborative.com Craig Chinn KEN BURGESS laguna hills, ca 92653 www.adcollaborative.com 23231 south pointe drive 949.267.1660 SA N T A A N I T A L L - B A F A N G D U M P L I N G S 40 0 S B A L D W I N A V E . , S U I T E F 1 8 AR C A D I A , C A , 9 1 0 0 7 Client COPYRIGHT C 23087 Sheet Issue & Revision Log 1 2024-04-05 1ST BUILDING RESUBMITTAL 2 2024-05-17 2nd BUILDING RESUBMITTAL 3 2024-05-22 FIRE RESUBMITTAL Name Addr: City: State: Zip: AVISON YOUNG 2030 MAIN ST #150 IRVINE CA 92614 LIC E N S E D ARCHIT E C T S T A T E OF CA L I F O R NIA LOWER LEVEL SITE PLAN A1.3 N SCALE: N.T.S.1LOWER LEVEL SITE PLAN SITE PLAN NOTES KEY NOTES (E) BUILDING WHERE TENANT IMPROVEMENTS WILL OCCUR (E) ACCESSIBLE PARKING SPACE. (E) PARKING LOT (E) RAMP UP WITH TRUNCATED DOMES ACCESSIBLE PATH OF TRAVEL TO PARKING SPACES PROSPECTIVE TENANT ENTRY PROPOSED GREASE INTERCEPTOR LOCATION EXISTING ELECTRICAL LOCATION 1 2 3 4 5 6 7 8 1.INSTALL TEMPORARY CONSTRUCTION FENCING DURING CONSTRUCTION ACTIVITIES ALONG THE LIMITS OF CONSTRUCTION AS INDICATED ON PLANS OR AS REQUIRED BY OWNER AND/OR CITY. 2.PEDESTRIAN SITE ENTRANCES PATH OF TRAVEL AND MEANS OF EGRESS TO BE ADA COMPLIANT PER THE STATE AND FEDERAL ACCESSIBILITY GUIDELINES, LAWS, AND REGULATIONS. 3.SIGNAGE TO MEET LOCAL, STATE AND FEDERAL LAWS AND REGULATIONS INCLUDING BUT NOT LIMITED TO BUILDING CODES, FIRE CODES, ADA LAWS AND ACCESSIBILITY REQUIREMENTS. 4.MAINTAIN JOBSITE IN A CLEAN, ORDERLY CONDITION, FREE OF DEBRIS & LITTER OUTSIDE LIMITS OF WORK AS A RESULT OF THE WORK PERFORMED UNDER THIS CONTRACT. 5.DRAINAGE & CONSTRUCTION OPERATIONS SHALL COMPLY WITH ALL ENVIRONMENTAL HEALTH ORDINANCES. 6.MARK & INDICATE ACCESSIBLE PARKING STALLS PER REFERENCED EDITION OF BUILDING CODE. 7.THE CONTRACTOR SHALL VISUALLY INSPECT ALL RETAINING WALLS TO REMAIN AND NOTIFY THE ARCHITECT OF ANY DAMAGE. THE CONTRACTOR SHALL PREP EXISTING WALLS FOR NEW FINISH AND INSTALL FINISH PER ARCHITECTURAL AND LANDSCAPE DRAWINGS. 8.PATCH & REPLACE AREAS OF EXISTING OR NEWLY INSTALLED PAVING AS REQUIRED FOR INSTALLATION OF ELEMENTS OF THE WORK IN A MANNER THAT WILL MATCH ADJACENT PAVING. 9.PROVIDE WALKS AND SIDEWALKS WITH A CONTINUOUS SLIP RESISTANT SURFACE. PROVIDE WALKS WITH SLOPES LESS THAN OR EQUAL TO 6% WITH THE EQUIVALENT OF A MEDIUM BROOM SLIP RESISTANT FINISH. PROVIDE WALKS WITH SLOPE GREATER THAN 6% WITH THE EQUIVALENT OF HEAVY BROOM FINISH. SEE SITE PLAN FOR SPECIFIC FINISH TYPE & REQUIREMENTS.. 10.THE SITE PLAN IS NOT A SURVEY; IT IS BASED ON THE INFORMATION PROVIDED BY THE OWNER AND OWNER'S CONSULTANTS. IT IS FOR REFERENCE OF PROJECT SCOPE LOCATION ONLY. THE CONTRACTOR SHALL VERIFY ON SITE ALL GRADES, SOIL CONDITIONS, GROUND WATER, EXISTING IMPROVEMENTS, PROPERTY LINES, EASEMENTS, SETBACKS, UTILITIES AND SUBSTRUCTURES. THE CONTRACTOR MUST NOTIFY THE ARCHITECT IMMEDIATELY WHERE DISCREPANCIES OCCUR. 11.ALL RUBBISH AND DEBRIS RESULTING FROM DEMOLITION AND/OR NEW WORK IS THE PROPERTY OF THE CONTRACTOR AND SHALL BE DISPOSED OF OFF-SITE IN A LEGAL MANNER AND IS NOT TO BE ALLOWED TO ACCUMULATE. BURNING OF DEBRIS IS PROHIBITED. 12.THE CONTRACTOR IS RESPONSIBLE FOR MEANS AND METHODS OF CONSTRUCTION, COORDINATION OF TRADES, AND SCHEDULING OF WORK. 13.THE CONTRACTOR SHALL NOT REVISE, SUBSTITUTE, OR CHANGE THE WORK WITHOUT THE WRITTEN CONSENT OF THE ARCHITECT AND THE OWNER. 14.THE CONTRACTOR SHALL CHECK AND VERIFY ALL DIMENSIONS AND CONDITIONS AT THE JOB SITE RELATING TO THE WORK OF EACH TRADE. 15.THE CONTRACTOR WILL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOBSITE CONDITIONS. COMPLY WITH SAFETY REGULATIONS AND RESTRICTIONS AS REQUIRED FOR WORKER AND PEDESTRIAN PROTECTION DURING THE COURSE OF CONSTRUCTION OF THIS PROJECT. PROVIDE PROTECTION AS REQUIRED TO PREVENT ANY DAMAGE TO EXISTING CONSTRUCTION WITHIN AND ADJACENT TO THE JOBSITE. WHERE DAMAGE OCCURS, REPAIR OR REPLACE DAMAGED AREA AND/OR MATERIAL AS REQUIRED TO THE OWNER'S APPROVAL AT NO ADDITIONAL COST. THESE REQUIREMENTS SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL HOURS. 16.KEEP CLEAR OF OBSTRUCTIONS PATH OF EGRESS TRAVEL. 17.THE CONTRACTOR SHALL BRING ANY REVISION OR ADDITIONAL WORK REQUIRED BY FIELD CONDITIONS OR LOCAL GOVERNING AUTHORITIES TO THE ATTENTION OF THE ARCHITECT BEFORE PROCEEDING. 18.THE CONTRACTOR SHALL VERIFY THE SIZE AND LOCATION OF ALL UTILITY LINES AND STUBS TO THE BUILDING(S) THAT ARE INDICATED ON THE PLANS. BRING ALL UTILITY LINES (WATER, SEWER, GAS AND ELECTRICAL, ETC.) INTO THE BUILDING, FROM TERMINATION POINTS AS INDICATED ON THE SITE PLANS, READY FOR SERVICE. PRIOR TO THE COMMENCEMENT OF THIS WORK. BRING ANY DISCREPANCIES TO THE ATTENTION OF THE ARCHITECT. 19.SHOULD ANY ASPHALTIC CONCRETE REQUIRE PATCHING ADJACENT TO BUILDINGS, IT SHALL BE OF THE SAME SECTION AND DRAINAGE PROFILE AS THE ADJACENT PAVED AREAS. LEGEND ACCESSIBLE PATH OF TRAVEL C.W. OFFICE ELECTRIC PANELS OFFICE CLINICCLINIC BREAK ROOM OFFICE OFFICE CLINIC CLINIC RESTROOM RESTROOM OFFICE HALLWAY HALLWAY 1 2 3 8 1 222 2 2 3 3 4 4 5 5 6 6 8 88 8 8 8 8 8 8 8 8 8 8 8 7 77 7 7 8 9 7 7 10110 101010 1111 Project Contact: Email: Principal: Project Manager ADC Project No: Ken Burgess KBurgess@adcollaborative.com Craig Chinn KEN BURGESS laguna hills, ca 92653 www.adcollaborative.com 23231 south pointe drive 949.267.1660 SA N T A A N I T A L L - B A F A N G D U M P L I N G S 40 0 S B A L D W I N A V E . , S U I T E F 1 8 AR C A D I A , C A , 9 1 0 0 7 Client COPYRIGHT C 23087 Sheet Issue & Revision Log 1 2024-04-05 1ST BUILDING RESUBMITTAL 2 2024-05-17 2nd BUILDING RESUBMITTAL 3 2024-05-22 FIRE RESUBMITTAL Name Addr: City: State: Zip: AVISON YOUNG 2030 MAIN ST #150 IRVINE CA 92614 LIC E N S E D ARCHIT E C T S T A T E OF CA L I F O R NIA DEMOLITION PLAN A1.4 DEMOLITION GENERAL NOTES 1.REMOVE FINISHES IN THEIR ENTIRETY AS INDICATED. CLEAN EXPOSED SURFACES. REMOVE ALL MASTIC, GLUES OR BUILT UP MATERIALS FROM THE ENTIRE SURFACE. PROVIDE A SMOOTH, SUBSTRATE SURFACE. 2.PRIOR TO REMOVAL OF ANY ITEMS OR ASSEMBLIES INDICATED, VERIFY WITH THE OWNER WHICH ITEMS WILL BE SALVAGED. 3.IF THE OWNER DESIGNATES ITEMS TO BE SALVAGED, MOVE THE ITEMS TO A SPECIFIED LOCATION AS DIRECTED BY THE OWNER. 4.BRING TO THE IMMEDIATE ATTENTION OF THE ARCHITECT, IN WRITING, ANY FINDINGS WHICH WERE NOT VISUALLY DETECTABLE PRIOR TO DEMOLITION SO THAT THE ARCHITECT CAN CLARIFY ACTIONS TO BE TAKEN BY THE CONTRACTOR. 5.VERIFY DEPTHS & LOCATIONS OF (E) UTILITIES TO REMAIN PRIOR TO BID & PRIOR TO START OF DEMOLITION WORK. 6.REMOVE IN THEIR ENTIRETY ITEMS SHOWN WITH DASHED LINES. 7.ALL RE-USED FIRE EXTINGUISHERS MUST BE TESTED & CERTIFIED PRIOR TO INSTALLATION AT NEW LOCATION, VERIFY W/ FIRE DEPARTMENT FINAL LOCATION & GENERAL REQUIREMENTS. 8.WHERE EXISTING SURFACES ARE TO BE FRAMED OR FURRED TO RECEIVE NEW FINISHES, ENSURE THAT EXISTING SURFACES HAVE BEEN COMPLETELY CLEANED OF EXISTING MOLD, MILDEW, AND/OR SURFACE DIRT, & THAT ALL EXISTING FINISHES HAVE BEEN REMOVED DOWN TO BARE SUBSTRATE. 9.PATCH & REPAIR ALL (E) ASSEMBLIES OR SURFACES & MAKE READY FOR APPLICATION OF NEW FINISHES & MATERIALS. 10.USE OF ABBREVIATIONS ARE NOT LIMITED TO THE ABBREVIATIONS LIST ON THIS SHEET. SEE FOR ADDITIONAL ABBREVIATIONS 11.FULLY INSPECT ALL (E) CONDUITS TO REMAIN AND PROVIDE ARCHITECT WITH ALL INSPECTION REPORT WITH DETAIL RECOMMENDATIONS FOR ANY NEEDED REPAIR AND UPGRADE FOR ARCHITECT'S REVIEW AND ACTION PRIOR TO THE START OF DEMOLITION. 12.REMOVE EXISTING WIRING, CONDUIT, BOXES & INTERIOR LIGHT FIXTURES IN THEIR ENTIRETIES AND REMOVE ALL ELECTRICAL WIRING BACK TO NEAREST POINT OF DISCONNECTION AT A CONCEALED SPACE. 13.COORDINATE WITH CIVIL, LANDSCAPE, STRUCTURAL, PLUMBING, ELECTRICAL, AND MECHANICAL DRAWINGS (IF APPLY) FOR ADDITIONAL DEMOLITION REQUIREMENTS. 14.PROTECT IN PLACE ALL EXISTING MATERIALS ASSEMBLIES AND UTILITIES INDICATED TO REMAIN. REVIEW PLUMBING, MECHANICAL, AND ELECTRICAL DRAWINGS FOR ADDITIONAL INFORMATION. 15.RE-ROUTE EXISTING UTILITIES REQUIRED TO BE MAINTAINED PRIOR TO DEMOLITION WITHOUT DISRUPTION OF SERVICES TO OTHER TENANTS OR PART OF THE BUILDING. 16.REPAIR AT NO COST TO OWNER DAMAGE TO EXISTING CONDITIONS OUTSIDE LIMITS OF WORK AS A RESULT OF THE WORK PERFORMED UNDER THIS CONTRACT. 17.NOTIFY THE OWNER IMMEDIATELY IN WRITING IF ANY AREAS ARE DISCOVERED TO CONTAIN HAZARDOUS MATERIAL WITHIN THE SCOPE OF WORK. 18.IF ANY PORTION OF THE DEMO IS IN QUESTION CONTACT ARCHITECT IN WRITING BEFORE DEMOLITION OF AREA IN QUESTION. 19.IF GENERAL CONTRACTOR FINDS ANY (E) SHAFTS OR UTILITY CHASES, LOCATE ON PLANS AND BRING TO THE IMMEDIATE ATTENTION OF THE ARCHITECT PRIOR TO START OF WORK. 20.CONTRACTOR SHALL PROVIDE WRITTEN DOCUMENTATION CONFIRMING THE PREMISES IS FREE OF HAZARDOUS MATERIALS. - A0.0 AREA OUTSIDE OF SCOPE OF WORK LEASE LINE (E) ITEMS TO REMAIN (E) ITEM TO BE DEMOLISHED IN ITS ENTIRETY SYMBOLS KEY NOTES (E) ENTRY DOOR AND EXISTING DOOR HARDWARE TO REMAIN DEMO ALL EXISTING REMNANTS (CASEWORK, EQUIPMENT, SINK, ETC.). GC TO CLEAN AND PREP FOR NEW FINISHES AS NEEDED. (E) FIRE RATED WALL TO REMAIN (E) DEMO ALL EXISTING RESTROOM; REMOVE AND SALVAGE (E) PLUMBING FIXTURES (E) EXISTING STOREFRONT TO REMAIN DEMO (E) FLOOR FINISHES AND FLOOR OUTLETS. GC TO PREP SLAB FOR NEW FINISHES AND CAP ALL UNUSED UTILITIES. DEMO (E) PLUMBING FIXTURES AND CAP, MODIFY/ EXTEND PLUMBING LINES AND ALL ASSOCIATED PLUMBING AS REQUIRED, REFER TO PLUMBING DRAWINGS REMOVE AND DISPOSE EXISTING INTERIOR PARTITIONS AND ENCLOSED UTILITIES AS SHOWN FOR NEW WORK. REMOVE ELECTRICAL BACK TO EXISTING PANEL. PATCH/ REPAIR EXISTING ADJACENT WALL(S) TO REMAIN AT ALL REMOVED PARTITION LOCATIONS. (E) EXISTING EXTERIOR WINDOWS TO REMAIN (E) EXISTING COLUMN TO REMAIN IN PLACE (E) CLADDING TO BE REMOVED AND TO BE REPAIRED TO REPLACED WITH GYP BOARD, PAINT TO MATCH SURROUNDING COLOR 1 2 3 4 5 6 7 8 9 10 11 EXISTING GRID LINEX Project Contact: Email: Principal: Project Manager ADC Project No: Ken Burgess KBurgess@adcollaborative.com Craig Chinn KEN BURGESS laguna hills, ca 92653 www.adcollaborative.com 23231 south pointe drive 949.267.1660 SA N T A A N I T A L L - B A F A N G D U M P L I N G S 40 0 S B A L D W I N A V E . , S U I T E F 1 8 AR C A D I A , C A , 9 1 0 0 7 Client COPYRIGHT C 23087 Sheet Issue & Revision Log 1 2024-04-05 1ST BUILDING RESUBMITTAL 2 2024-05-17 2nd BUILDING RESUBMITTAL 3 2024-05-22 FIRE RESUBMITTAL Name Addr: City: State: Zip: AVISON YOUNG 2030 MAIN ST #150 IRVINE CA 92614 LIC E N S E D ARCHIT E C T S T A T E OF CA L I F O R NIA SCALE: 1/4"=1'-0"1DEMOLITION PLAN N 2 2 2 2 3 C.W. OFFICE ELECTRIC PANELS OFFICE CLINICCLINIC BREAK ROOM OFFICE OFFICE CLINIC CLINIC RESTROOM RESTROOM OFFICE HALLWAY HALLWAY CEILING ACCESS 2 2 2 22 2 2 2 2 2 2 3 2 1 1 1 1 11 Project Contact: Email: Principal: Project Manager ADC Project No: Ken Burgess KBurgess@adcollaborative.com Craig Chinn KEN BURGESS laguna hills, ca 92653 www.adcollaborative.com 23231 south pointe drive 949.267.1660 SA N T A A N I T A L L - B A F A N G D U M P L I N G S 40 0 S B A L D W I N A V E . , S U I T E F 1 8 AR C A D I A , C A , 9 1 0 0 7 Client COPYRIGHT C 23087 Sheet Issue & Revision Log 1 2024-04-05 1ST BUILDING RESUBMITTAL 2 2024-05-17 2nd BUILDING RESUBMITTAL 3 2024-05-22 FIRE RESUBMITTAL Name Addr: City: State: Zip: AVISON YOUNG 2030 MAIN ST #150 IRVINE CA 92614 LIC E N S E D ARCHIT E C T S T A T E OF CA L I F O R NIA DEMOLITION REFLECTED CEILING PLAN A1.5 DEMOLITION GENERAL NOTES 1.REMOVE FINISHES IN THEIR ENTIRETY AS INDICATED. CLEAN EXPOSED SURFACES. REMOVE ALL MASTIC, GLUES OR BUILT UP MATERIALS FROM THE ENTIRE SURFACE. PROVIDE A SMOOTH, SUBSTRATE SURFACE. 2.PRIOR TO REMOVAL OF ANY ITEMS OR ASSEMBLIES INDICATED, VERIFY WITH THE OWNER WHICH ITEMS WILL BE SALVAGED. 3.IF THE OWNER DESIGNATES ITEMS TO BE SALVAGED, MOVE THE ITEMS TO A SPECIFIED LOCATION AS DIRECTED BY THE OWNER. 4.BRING TO THE IMMEDIATE ATTENTION OF THE ARCHITECT, IN WRITING, ANY FINDINGS WHICH WERE NOT VISUALLY DETECTABLE PRIOR TO DEMOLITION SO THAT THE ARCHITECT CAN CLARIFY ACTIONS TO BE TAKEN BY THE CONTRACTOR. 5.VERIFY DEPTHS & LOCATIONS OF (E) UTILITIES TO REMAIN PRIOR TO BID & PRIOR TO START OF DEMOLITION WORK. 6.REMOVE IN THEIR ENTIRETY ITEMS SHOWN WITH DASHED LINES. 7.ALL RE-USED FIRE EXTINGUISHERS MUST BE TESTED & CERTIFIED PRIOR TO INSTALLATION AT NEW LOCATION, VERIFY W/ FIRE DEPARTMENT FINAL LOCATION & GENERAL REQUIREMENTS. 8.WHERE EXISTING SURFACES ARE TO BE FRAMED OR FURRED TO RECEIVE NEW FINISHES, ENSURE THAT EXISTING SURFACES HAVE BEEN COMPLETELY CLEANED OF EXISTING MOLD, MILDEW, AND/OR SURFACE DIRT, & THAT ALL EXISTING FINISHES HAVE BEEN REMOVED DOWN TO BARE SUBSTRATE. 9.PATCH & REPAIR ALL (E) ASSEMBLIES OR SURFACES & MAKE READY FOR APPLICATION OF NEW FINISHES & MATERIALS. 10.USE OF ABBREVIATIONS ARE NOT LIMITED TO THE ABBREVIATIONS LIST ON THIS SHEET. SEE FOR ADDITIONAL ABBREVIATIONS 11.FULLY INSPECT ALL (E) CONDUITS TO REMAIN AND PROVIDE ARCHITECT WITH ALL INSPECTION REPORT WITH DETAIL RECOMMENDATIONS FOR ANY NEEDED REPAIR AND UPGRADE FOR ARCHITECT'S REVIEW AND ACTION PRIOR TO THE START OF DEMOLITION. 12.REMOVE EXISTING WIRING, CONDUIT, BOXES & INTERIOR LIGHT FIXTURES IN THEIR ENTIRETIES AND REMOVE ALL ELECTRICAL WIRING BACK TO NEAREST POINT OF DISCONNECTION AT A CONCEALED SPACE. 13.COORDINATE WITH CIVIL, LANDSCAPE, STRUCTURAL, PLUMBING, ELECTRICAL, AND MECHANICAL DRAWINGS (IF APPLY) FOR ADDITIONAL DEMOLITION REQUIREMENTS. 14.PROTECT IN PLACE ALL EXISTING MATERIALS ASSEMBLIES AND UTILITIES INDICATED TO REMAIN. REVIEW PLUMBING, MECHANICAL, AND ELECTRICAL DRAWINGS FOR ADDITIONAL INFORMATION. 15.RE-ROUTE EXISTING UTILITIES REQUIRED TO BE MAINTAINED PRIOR TO DEMOLITION WITHOUT DISRUPTION OF SERVICES TO OTHER TENANTS OR PART OF THE BUILDING. 16.REPAIR AT NO COST TO OWNER DAMAGE TO EXISTING CONDITIONS OUTSIDE LIMITS OF WORK AS A RESULT OF THE WORK PERFORMED UNDER THIS CONTRACT. 17.NOTIFY THE OWNER IMMEDIATELY IN WRITING IF ANY AREAS ARE DISCOVERED TO CONTAIN HAZARDOUS MATERIAL WITHIN THE SCOPE OF WORK. 18.IF ANY PORTION OF THE DEMO IS IN QUESTION CONTACT ARCHITECT IN WRITING BEFORE DEMOLITION OF AREA IN QUESTION. 19.IF GENERAL CONTRACTOR FINDS ANY (E) SHAFTS OR UTILITY CHASES, LOCATE ON PLANS AND BRING TO THE IMMEDIATE ATTENTION OF THE ARCHITECT PRIOR TO START OF WORK. 20.CONTRACTOR SHALL PROVIDE WRITTEN DOCUMENTATION CONFIRMING THE PREMISES IS FREE OF HAZARDOUS MATERIALS. - A0.0 AREA OUTSIDE OF SCOPE OF WORK LEASE LINE (E) ITEMS TO REMAIN (E) ITEM TO BE DEMOLISHED IN ITS ENTIRETY SYMBOLS KEY NOTES EXISTING COLUMN TO REMAIN IN PLACE GC TO DEMOLISH EXISTING GYP. BD. CEILING AND LIGHTING, SECURITY DOMES AND SPEAKERS, TYP. DEMO (E) LIGHT FIXTURES IN EXPOSED AREA, INCLUDING CABLES, CONDUITS, AND BOXES BACK TO SOURCE TYP. 1 2 3 EXISTING GRID LINEX Project Contact: Email: Principal: Project Manager ADC Project No: Ken Burgess KBurgess@adcollaborative.com Craig Chinn KEN BURGESS laguna hills, ca 92653 www.adcollaborative.com 23231 south pointe drive 949.267.1660 SA N T A A N I T A L L - B A F A N G D U M P L I N G S 40 0 S B A L D W I N A V E . , S U I T E F 1 8 AR C A D I A , C A , 9 1 0 0 7 Client COPYRIGHT C 23087 Sheet Issue & Revision Log 1 2024-04-05 1ST BUILDING RESUBMITTAL 2 2024-05-17 2nd BUILDING RESUBMITTAL 3 2024-05-22 FIRE RESUBMITTAL Name Addr: City: State: Zip: AVISON YOUNG 2030 MAIN ST #150 IRVINE CA 92614 LIC E N S E D ARCHIT E C T S T A T E OF CA L I F O R NIA SCALE: 1/4"=1'-0"1DEMOLITION REFLECTED CEILING PLAN N ADJACENT TENANT ADJACENT TENANT PATIO 101 102 FLOOR PLAN GENERAL NOTES AREA OUTSIDE OF SCOPE OF WORK (N) WALL LEGEND (E) EXISTING WALL LEASE LINE WALL TYPE TOP CONNECTION WALL TAG X XX 1.ALL EXISTING ELEMENTS & UTILITIES INDICATED TO REMAIN TO BE PROTECTED DURING CONSTRUCTION. 2.DAMAGE TO EXISTING CONDITIONS OUTSIDE LIMITS OF WORK AS A RESULT OF THE WORK PERFORMED UNDER THIS CONTRACT TO BE REPAIRED AT NO COST TO OWNER.. 3.NOTIFY THE OWNER IMMEDIATELY IN WRITING IF ANY AREAS ARE DISCOVERED TO CONTAIN HAZARDOUS MATERIAL WITHIN THE SCOPE OF WORK. 4.WHERE EXISTING SURFACES ARE TO BE FRAMED OR ARE TO RECEIVE NEW FINISHES, ENSURE THAT THE EXISTING SURFACES HAVE BEEN COMPLETELY CLEANED OF MOLD, MILDEW, AND/OR SURFACE DIRT AND THAT ALL EXISTING FINISHES HAVE BEEN REMOVED DOWN TO BARE SUBSTRATE PRIOR TO ENCLOSING OR INSTALLING NEW FINISHES. 5.PATCH AND REPAIR SURFACES TO MATCH ADJACENT SURFACES WHERE THE DEMOLITION OF MECHANICALLY ATTACHED ITEMS HAS OCCURRED. 6.PATCH AND REPAIR WHERE DEMOLITION IS REQUIRED FOR THE INSTALLATION OF NEW WORK IN EXISTING ASSEMBLIES. ALL NEW WORK IN DISTURBED ASSEMBLIES OR SURFACES SHALL BE VISUALLY UNDETECTABLE. COLOR SHALL MATCH THE ADJACENT SURFACES WHERE NEW WORK HAS OCCURRED U.N.O. 7.THE CONTRACTOR TO PROVIDE A FIRE ALARM FLOW TEST AT COMPLETION OF CONSTRUCTION. 8.RETURN FINISHES TO INSIDE CORNERS OR TO ADJACENT DISSIMILAR FINISHES, UNLESS NOTED OTHERWISE. 9.ALL RE-USED FIRE EXTINGUISHERS MUST BE TESTED & CERTIFIED PRIOR TO REINSTALLATION AT NEW LOCATION. 10.EXTEND SUBSTRATE SHEATHING TO NEAREST INSIDE OR OUTSIDE WALL CORNER TO OBTAIN A CONTINUOUS FLUSH WALL. 11.WHERE DOORS IN METAL STUD/GYPSUM BOARD PARTITIONS ARE NOT SPECIFICALLY LOCATED ON THE PLANS WITH DIMENSION STRINGS, PROVIDE A MINIMUM HINGE-SIDE JAMB DIMENSION OF 4" FROM DOOR OPENING TO ADJACENT PERPENDICULAR WALLS. WHERE DOORS APPEAR TO BE CENTERED WITHIN CORRIDORS, LOCATE THE DOORS IN THE CENTER OF THE CORRIDOR. 12.ABUSE-RESISTANT GYPSUM PANELS OR APPROVED EQUAL TO BE INSTALL UP TO 4'-0" AFF IN ALL CORRIDORS. 13.ALL WALLS ARE EITHER PARALLEL OR PERPENDICULAR TO EXISTING WALLS OR ON THE CENTERLINE OF A WINDOW MULLION UNLESS OTHERWISE NOTED. ALL ANGLED WALLS ARE 45 DEGREES UNLESS OTHERWISE NOTED. 14.MILLWORK SUPPLIER TO FIELD VERIFY DIMENSIONS AFTER FRAMING IS COMPLETED AND PRIOR TO SUBMITTAL OF ALL SHOP DRAWINGS. 15.PROVIDE CEMENTITIOUS BACKER UNITS AROUND ALL TILED AREAS. PROVIDE WATER RESISTIVE GYPSUM BOARD AT WET ROOM AREAS. 16.ALL EXTERIOR DIMENSIONS ARE TO FACE OF FRAMING, CONCRETE OR MASONRY. DIMENSIONS DESIGNATED AS "CLEAR" OR "HOLD" SHALL BE MAINTAINED AFTER INSTALLATION OF ALL FINISHES. 17.INTERIOR DIMENSIONS ARE TO FACE OF STUD, COLUMN CENTERLINES, OR FACE OF CONCRETE UNLESS OTHERWISE NOTED. DIMENSIONS DESIGNATED AS "CLEAR" OR "HOLD" SHALL BE MAINTAINED AFTER INSTALLATION OF ALL FINISHES. 18.ALL DISSIMILAR METALS SHALL NOT COME IN CONTACT WITH EACH OTHER. USE A NONABSORBENT INSULATE BETWEEN THEM. 19.APPROVED SET OF PLANS FOR BUILDING, FIRE SPRINKLER, FIRE ALARM, ELECTRICAL, MECHANICAL, PLUMBING, ETC. SHALL BE ON THE JOB SITE DURING CONSTRUCTION AND NO REVIEW OR INSPECTIONS WILL BE MADE WITHOUT COMPLIANCE WITH THE ABOVE PROVISION. 20.NO STRUCTURAL MEMBER SHALL BE CUT FOR PIPES, AIR CONDITIONING DUCTS, ETC. UNLESS SPECIFICALLY DETAILED AND/OR APPROVED BY THE STRUCTURAL ENGINEER. 21.PROTECT IN PLACE ALL EXISTING MATERIALS ASSEMBLIES AND UTILITIES INDICATED TO REMAIN. REVIEW PLUMBING, MECHANICAL, AND ELECTRICAL DRAWINGS FOR ADDITIONAL INFORMATION. 22.GC TO PROVIDE SIGNAGE ABOVE DOOR 102 STATING "THIS DOOR IS TO REMAIN UNLOCKED WHILE THE SPACE IS OCCUPIED". Project Contact: Email: Principal: Project Manager ADC Project No: Ken Burgess KBurgess@adcollaborative.com Craig Chinn KEN BURGESS laguna hills, ca 92653 www.adcollaborative.com 23231 south pointe drive 949.267.1660 SA N T A A N I T A L L - B A F A N G D U M P L I N G S 40 0 S B A L D W I N A V E . , S U I T E F 1 8 AR C A D I A , C A , 9 1 0 0 7 Client COPYRIGHT C 23087 Sheet Issue & Revision Log 1 2024-04-05 1ST BUILDING RESUBMITTAL 2 2024-05-17 2nd BUILDING RESUBMITTAL 3 2024-05-22 FIRE RESUBMITTAL Name Addr: City: State: Zip: AVISON YOUNG 2030 MAIN ST #150 IRVINE CA 92614 LIC E N S E D ARCHIT E C T S T A T E OF CA L I F O R NIA SCALE: 1/4"=1'-0"1PROPOSED FLOOR PLAN PROPOSED FLOOR PLAN A2.1 N 1 1 3 ADJACENT TENANT ADJACENT TENANT 7' - 6 1 / 2 " 7' - 6 1 / 2 " 7' - 6 1 / 2 " 30 ' - 2 " 7' - 6 1 / 2 " OPEN TO DECK 8'-0" Project Contact: Email: Principal: Project Manager ADC Project No: Ken Burgess KBurgess@adcollaborative.com Craig Chinn KEN BURGESS laguna hills, ca 92653 www.adcollaborative.com 23231 south pointe drive 949.267.1660 SA N T A A N I T A L L - B A F A N G D U M P L I N G S 40 0 S B A L D W I N A V E . , S U I T E F 1 8 AR C A D I A , C A , 9 1 0 0 7 Client COPYRIGHT C 23087 Sheet Issue & Revision Log 1 2024-04-05 1ST BUILDING RESUBMITTAL 2 2024-05-17 2nd BUILDING RESUBMITTAL 3 2024-05-22 FIRE RESUBMITTAL Name Addr: City: State: Zip: AVISON YOUNG 2030 MAIN ST #150 IRVINE CA 92614 LIC E N S E D ARCHIT E C T S T A T E OF CA L I F O R NIA PROPOSED REFLECTIVE CEILING PLAN A3.1 Project Contact: Email: Principal: Project Manager ADC Project No: Ken Burgess KBurgess@adcollaborative.com Craig Chinn KEN BURGESS laguna hills, ca 92653 www.adcollaborative.com 23231 south pointe drive 949.267.1660 SA N T A A N I T A L L - B A F A N G D U M P L I N G S 40 0 S B A L D W I N A V E . , S U I T E F 1 8 AR C A D I A , C A , 9 1 0 0 7 Client COPYRIGHT C 23087 Sheet Issue & Revision Log 1 2024-04-05 1ST BUILDING RESUBMITTAL 2 2024-05-17 2nd BUILDING RESUBMITTAL 3 2024-05-22 FIRE RESUBMITTAL Name Addr: City: State: Zip: AVISON YOUNG 2030 MAIN ST #150 IRVINE CA 92614 LIC E N S E D ARCHIT E C T S T A T E OF CA L I F O R NIA REFER TO FINISH SCHEDULE ON A8.1 FOR SPECIFICATIONS CEILING PLAN NOTES LEGEND AREA OUTSIDE OF SCOPE OF WORK XX-X MATERIAL TAG 1.MECHANICAL GRILLES, REGISTERS, EXTERIOR LOUVERS AND LIGHT FIXTURES ARE SHOWN FOR LOCATION PURPOSES ONLY. CONTRACTOR TO COORDINATE & VERIFY QUANTITY, TYPE AND SIZE WITH MECHANICAL, ELECTRICAL, FIRE SPRINKLER & FIRE ALARM DRAWINGS. 2.REFER TO FINISH SCHEDULE FOR CEILING FINISHES. 3.COLOR MATCH ALL T-BAR GRIDS, SPRINKLER COLLARS & CAPS, CEILING DIFFUSERS AND GRILLES, ETC. W/ THE SPECIFIED COLOR OF THE CEILING. PAINT INSIDE OF REGISTER AND DUCT THROAT FLAT BLACK. 4.PAINT ALL EXPOSED HANGERS, CONNECTIONS, SUPPORTS, BRACES, PIPING, VALVE BOXES, CONDUIT, EXPOSED DUCT WORK AND ELECTRICAL BOXES. 5.UNLESS NOTED OTHERWISE, CENTER PATTERN OF FIRE SPRINKLER HEADS IN THE CEILING OF EACH ROOM, AND LOCATE HEADS IN LINE WITH AND CENTERED BETWEEN LIGHT FIXTURES IN GYP. BD. CEILING. & EXTERIOR SOFFITS. 6.CEILING HEIGHTS INDICATED ARE MEASURED FROM FINISH FLOOR TO BOTTOM OF CEILING FINISH. 7.PROVIDE NON-COMBUSTIBLE HANGERS & FRAMING FOR DROPPED CEILINGS BELOW RATED FLOOR & ROOF CEILING ASSEMBLIES. 8.PROVIDE CEILING FINISHES WITH MAXIMUM FLAME SPREAD RATING REQUIRED PER CURRENT GOVERNING CODE. 9.PROVIDE BACKING FOR ALL CEILING ACCESSORIES. 10.PROVIDE METAL ACCESS DOORS WHERE BUILDING ELEMENTS ARE LOCATED IN INACCESSIBLE CEILING SPACES. BUILDING ELEMENTS SPECIFICALLY REQUIRING ACCESS INCLUDE ALL FIRE/SMOKE DAMPERS, VOLUME DAMPERS, FILTERS, VALVES, ELECTRICAL JUNCTION BOXES, & MOTORS. PROVIDE ADDITIONAL ACCESS DOORS WHERE SHOWN OR SCHEDULED. ALL ACCESS DOORS IN FIRE RATED PARTITIONS OR CEILINGS SHALL HAVE A U.L. LISTING & MUST BE EQUAL TO THE FIRE RATING INDICATED FOR THE ASSEMBLY IN WHICH THE ACCESS DOOR IS TO BE INSTALLED. 11.CLEAN AIR GRILLS, VENTS AND DUCTWORK 48" BACK. 12.CENTER LIGHT FIXTURES IN THE CEILING TILES U.N.O. 13.GYPSUM BOARD CEILINGS IN CONJUNCTION WITH FIRE-RATED ASSEMBLIES SHALL BE SUSPENDED AT INTERVALS NOT EXCEEDING 16" O.C. USE 58" TYPE-X GYPSUM BOARD OR CALLED FOR BY LISTED ASSEMBLY. 14.USE MOLD-MOISTURE RESISTANT GYPSUM BOARD FOR CEILINGS IN WET ROOMS (LIKE RESTROOMS, JANITOR'S CLOSETS, AND WASHING ROOMS). 15.PROVIDE CONTROL JOINTS IN GYPSUM SYSTEMS PER GYPSUM ASSOCIATION AND MANUFACTURER'S RECOMMENDATIONS. CONTROL JOINTS ASSIST IN RELIEVING STRESSES IN ASSEMBLIES THAT CAN RESULT IN GYPSUM BOARD JOINT CRACKS AND RIDGING. 16.PAINT GYPSUM BOARD SOFFITS (VERTICAL AND HORIZONTAL SURFACES) TO MATCH CEILING U.N.O. CEILING MATERIAL CEILING HEIGHT ABOVE FINISHED FLOOR (EL.=0'-0") (HEIGHT AS NOTED ON PLANS) ACT 10'-0" ACT ACOUSTICAL CEILING TILE CLG.CEILING (E)EXISTING FF FINISH FLOOR FIN FINISH GYP. BD.GYPSUM BOARD (N)NEW UNO UNLESS OTHERWISE NOTED EXPO EXPOSED SUSP SUSPENDED RCP REFLECTED CEILING PLAN L.F. LIGHT FIXTURE (N) SUSPENDED ACOUSTICAL TILE CEILING SYSTEM SEE A9.5.1 FOR SPECS (E) SUSPENDED ACOUSTICAL TILE CEILING SYSTEM SCALE: 1/4"=1'-0"1PROPOSED REFLECTED CEILING PLAN N 9' - 8 " V . I . F . 5'- 1 0 " V . I . F . 10 ' - 0 " V . I . F . 6' - 0 " V . I . F . 7'-7" V.I.F. 3 6' - 6 " V . I . F . 16 ' - 0 " V . I . F . 9' - 6 " V . I . F . 3 3 2'-1" V.I.F.10'-0" V.I.F.2'-2" V.I.F. 2'-5 " V . I . F . 65 3 7' - 9 1 / 2 " V . I . F . 3' - 0 " V . I . F . 5' - 2 1 / 2 " V . I . F . 16 ' - 0 " V . I . F . 13'-4" V.I.F.3'-3" V.I.F. 16'-7" V.I.F. 4 5 Project Contact: Email: Principal: Project Manager ADC Project No: Ken Burgess KBurgess@adcollaborative.com Craig Chinn KEN BURGESS laguna hills, ca 92653 www.adcollaborative.com 23231 south pointe drive 949.267.1660 SA N T A A N I T A L L - B A F A N G D U M P L I N G S 40 0 S B A L D W I N A V E . , S U I T E F 1 8 AR C A D I A , C A , 9 1 0 0 7 Client COPYRIGHT C 23087 Sheet Issue & Revision Log 1 2024-04-05 1ST BUILDING RESUBMITTAL 2 2024-05-17 2nd BUILDING RESUBMITTAL 3 2024-05-22 FIRE RESUBMITTAL Name Addr: City: State: Zip: AVISON YOUNG 2030 MAIN ST #150 IRVINE CA 92614 LIC E N S E D ARCHIT E C T S T A T E OF CA L I F O R NIA EXTERIOR ELEVATIONS A4.1 EXTERIOR ELEVATION GENERAL NOTES 1.ALL PENETRATIONS IN EXTERIOR WALLS TO BE FLASHED. CONTRACTOR TO PROVIDE PRE-MANUFACTURED FLASHING ELEMENTS FOR ALL OPENINGS BY QUICK FLASH WEATHERPROOFING PRODUCTS, INC. OR APPROVED EQUAL. 2.ALL SHEET METAL FLASHING, VENT TERMINATION CAPS, ACCESS PANELS, ETC TO MATCH ADJACENT WALL FINISHES. CONTRACTOR IS RESPONSIBLE FOR PROVIDING PREFINISHED, BONDARIZED AND PAINTED OR ETCHED, PRIMED AND PAINTED ITEMS. FINISHES TO MEET ALL MANUFACTURER'S REQUIREMENTS. 3.THE CONTRACTOR TO VERIFY COMPATIBILITY OF ALL FLASHING MEMBRANES, SEALANTS, SELF-ADHERED MEMBRANES, ETC. PRIOR TO INSTALLATION. 4.SIGNAGE AREAS SHOWN DASHED ARE APPROXIMATE. THE CONTRACTOR TO VERIFY BACKING AND POWER REQUIREMENTS FOR SIGNAGE WITH OWNER AND ARCHITECT. 5.CLEAN & PREP ALL EXISTING SURFACES TO RECEIVE NEW FINISHES. 6.PROVIDE SIGNAGE FOR ACCESSIBLE ENTRANCES THAT ARE ADA COMPLIANT AND MEETING STATE AND FEDERAL ACCESSIBILITY GUIDELINES, LAWS AND REGULATIONS. 7.EXTEND SUBSTRATE SHEATHING TO NEAREST INSIDE OR OUTSIDE WALL CORNER TO OBTAIN CONTINUOUS FLUSH WALL. 8.REFER TO FINISH SCHEDULE FOR COLORS OF FINISHED MATERIALS. THE CONTRACTOR SHALL VERIFY ALL EXTERIOR MATERIALS, COLORS AND FINISHES WITH THE ARCHITECT. ANY DISCREPENCIES TO BE BROUGHT TO THE ATTENTION OF THE ARCHITECT BEFORE COMMENCING THE WORK. 9.PROVIDE WATER REPELLANT @ ALL NEW EXTERIOR MASONRY VENEER 10.WASH AND CLEAN EXTERIOR. 11.REPAIR (E) ROOF FLASHING AS NEEDED. 12.PAINT EXTERIOR HOLLOW METAL DOORS AND FRAMES 13.EXISTING ELEVATIONS OF WALL, ROOF, OR PARAPET SHOWN ON ELEVATIONS IS APPROXIMATE, REFERENCED FROM THE BUILDING FLOOR FINISH LEVEL. EXACT DIMENSION SHOULD BE VERIFIED IN FIELD BY CONTRACTOR. 14.EXTERIOR FINISHES SHOWN CAN BE ASSUMED TO WRAP AROUND PROJECTING ELEMENTS AND RETURN BACK ON SURFACES NOT SHOWN, UNLESS NOTED OTHERWISE. 15.REFER TO ELECTRICAL AND/OR LIGHTING DRAWINGS FOR ALL EXTERIOR LIGHTING TYPES AND INSTALLATION TYPES. KEY NOTES (E) ADJACENT TENANT (E) STOREFRONT TO REMAIN; PROTECT IN PLACE PAINT & REPAIR EXISTING TO LOOK AS NEW (E) EXISTING VERTICAL SIDING TO REMAIN (E) EXISTING BRICK TO REMAIN (E) EXISTING HORIZONTAL SIDING REMOVE (E) FILM ON (E) STOREFRONT GLAZING AND CLEAN 1 2 3 4 5 6 7 SCALE: 1/4"=1'-0"1EXTERIOR STOREFRONT ELEVATION SCALE: 1/4"=1'-0"2EXTERIOR STOREFRONT ELEVATION 2 2 1 7 77 3" 3" CONCRETE COVER METAL DECK THROUGH PENETRATES SEE NOTE 2 BELOW EXISTING COL. 1)MINIMUM 1" DEPTH OF USG'S FIRECODE OR EQUAL INSTALLED ON TOP SIDE OF CONCRETE DECK. F-3HR ICBO ER 50-50 2)NOMINAL 10" SCHEDULE 10 STEEL PIPE. A MINIMUM 1/4" TO MAXIMUM 4" ANNULAR SPACE BETWEEN PIPE AND PERIPHERY OF OPENING IS REQUIRED. 3)NOMINAL 4" OR NORMINAL 6" GALV STEEL RIGID CONDUIT A MINIMUM 1/4" TO MAXIMUM 4" ANNULAR SPACE BETWEEN PIPE AND PERIPHERY OF OPENING IS REQUIRED. 4)NOMINAL 24" SCHEDULE 10 STEEL PIPE A MINIMUM 1/4" TO MAXIMUM 1 15/16" ANNULAR SPACE BETWEEN PIPE AND PERIPHERY OF OPENING IS REQUIRED. 5)NOMINAL 6" TYPE V COPPER TUBING A MINIMUM 14" TO MAXIMUM 1 13/16" ANNULAR SPACE BETWEEN PIPE AND PERIPHERY OF OPENING IS REQUIRED. 6)NOMINAL 4" TYPE IV COPPER TUBING OR REQURLAR COPPER PIPE A MINIMUM 1/4" TO MAXIMUM 4" ANNULAR SPACE BETWEEN PIPE AND PERIPHERY OF OPENING IS REQUIRED. 7)MINIMUM 2 3/4" OF USG'S THERMALFIBER SAFING INSULATION, ICBO ER-5050 & ER-233 1 1 3 UL NO: C-AJ-1081 A PANIC HARWARE B PANIC HARWARE KICKPLATE Project Contact: Email: Principal: Project Manager ADC Project No: Ken Burgess KBurgess@adcollaborative.com Craig Chinn KEN BURGESS laguna hills, ca 92653 www.adcollaborative.com 23231 south pointe drive 949.267.1660 SA N T A A N I T A L L - B A F A N G D U M P L I N G S 40 0 S B A L D W I N A V E . , S U I T E F 1 8 AR C A D I A , C A , 9 1 0 0 7 Client COPYRIGHT C 23087 Sheet Issue & Revision Log 1 2024-04-05 1ST BUILDING RESUBMITTAL 2 2024-05-17 2nd BUILDING RESUBMITTAL 3 2024-05-22 FIRE RESUBMITTAL Name Addr: City: State: Zip: AVISON YOUNG 2030 MAIN ST #150 IRVINE CA 92614 LIC E N S E D ARCHIT E C T S T A T E OF CA L I F O R NIA SCHEDULES AND DETAILS A8.1 FINISH SCHEDULE SYMBOL MATERIAL MANUFACTURER COLOR/FINISH SIZE LOCATION COMMENTS FLOOR CONCRETE SEALER FOR POLISH CONCRETE ASHFORD FORMULA CLEAR -KITCHEN BACK OF HOUSE/POS SERVICE AREA - BASE COVE BASE NEWAGE INDUSTRIAL ALUMINUM BASEBOARD ANODIZED ALUMINUM 5"COVE BASE IN KITCHEN BACK OF HOUSE NOT APPLICABLE WALLS PAINT SHERWIN WILLIAMS DRIFT OF MIST - SW9166 SEMI GLOSS -WALL FIELD PAINT NOT APPLICABLE SEAL WB-1 PT-1 DOOR SCHEDULE DOOR NUMBER FRAME RATING HARDWARE SET COMMENTS TYPE WIDTH HEIGHT THICKNESS MATERIAL FINISH MATERIAL FINISH B 6'-0"10'-0"1 1/2 "GL -ALUM --2 EXISTING DOOR TO REMAIN. G.C TO RETROFIT AND PROVIDE PANIC HARDWARE. AS REQUIRED PROVIDE NEW DOORS TO ACCOMMODATE PANIC HARDWARE A 6'-0"6'-10 1/2"1 1/2 "GL -ALUM --1 EXISTING DOOR TO REMAIN, 22. GC TO PROVIDE SIGNAGE ABOVE DOOR 102 STATING "THIS DOOR IS TO REMAIN UNLOCKED WHILE THE SPACE IS OCCUPIED". 101 102 HARDWARE TYPE DESCRIPTION CATALOG FINISH MANU 1 8EA BUTT HINGE 2EA BOTTOM RAIL DEADBOLT W/THUMBTURN 2EA DOOR PULL 1EA EXIT DEVICE/PANIC HARDWARE 2EA SURFACE CLOSER 1EA THRESHOLD 2EA DUSTPROOF STRIKE EXISTING EXISTING EXISTING CD-3547A-NL-OP-388 4111 172-A EXISTING VD LCN PEM 2 8EA BUTT HINGE 2EA BOTTOM RAIL DEADBOLT W/THUMBTURN 2EA DOOR PULL 1EA EXIT DEVICE/PANIC HARDWARE 2EA SURFACE CLOSER 1EA THRESHOLD 2EA DUSTPROOF STRIKER EXISTING EXISTING EXISTING HP-100D 4111 172-A EXISTING FHC LCN PEM SCALE: N.T.S.1FIRESTOP @FLOOR 1 3 3 3 3 NOTE: 1) ALL DOORS 101 AND 102 TO SWING OUTWARDS FROM SPACE, PIVOT HARDWARE AND HINGES TO BE REVERSED IF SWING IS INCORRECT. 3 3 TYPICAL METAL STUD FRAMING 'L' WALL ELEVATION HEADER WHERE L > 10'-0" PROVIDE BOX METAL STUDS PER PLANS 'L' D C SPLICE METAL TRACK TYP FRAMING SCHEDULE 1/8 1 1/2-24 F C SILL CONNECTIONBOX HEADER JAMB STUDS B TYP TRIMMER 2 - # 10 SMS SILL TRACK (2) # 10 SMS E 1/8 1-1/2-12 BOX HEADERHEADER CONNECTION HEADER CONNECTION DOUBLE JOIST PER A # 10 SMS @ 12" - TYP TRACK PER FRAMING # 10 SMS EA SIDE SCHEDULE OF STUD PER PLAN B METAL STUD BOX HEADER D F CUT FLANGE JAMB STUDS # 10 SMS - SEE FRAMING SCHED FOR NO. OF STUD WITH 2 - # 10 SMS # 10 SMS AT EA SIDE 6" LONG PIECE # 10 SMS @ 16" T&BTYP STGR 1/8 CUT FLGTO JAMB STUD TYP E 1/8 BOX HEADER PER FRAMING SCHEDULE DD L F1 L F1 20 - SILL TRACK PER FRAMING SCHEDULE METAL TO METAL FASTENER SIZE METAL THICKNESS 'T'SCREW TYPE T < 12 GA # 10 HWH W/ # 2 POINT 12 GA < T < 1/8" 1/4-14 W/ # 3 POINT 1/8-1/4 # 12-24 HWH # 4 POINT 1/4" < T < 1/2"12-24 HWH # 5 POINT METAL TO WOOD FASTENER SIZE METAL THICKNESS 'T'SCREW TYPE T < 12 GA # 10 PFH W/ # 3 POINT STUD TRACK NOTES: 1.ALL SECTIONS SHALL BE MANUFACTURED IN ACCORDANCE WITH THE LATEST AISI SPECIFICATION. 2.BENT, KINKED, DISTORTED, OR DAMAGED SECTIONS SHALL NOT BE USED. 3.STUDS MAY HAVE 1 1/2" x 4" WEB CUT OUTS @ 24". CUT OUTS SHALL NOT BE CLOSER THAN 12" FROM SECTION ENDS. 4.SECTION PROPERTIES ARE BASED UPON THE "STEEL STUD MANUFACTURER'S ASSOCIATION" (SSMA) CATALOG OF PARTICIPATING PRODUCERS. 5.FASTENERS SHALL BE HILTI BRAND AS MANUFACTURED BY HILTI, INC., 5400 SOUTH 122 NORTH EAST AVENUE, TULSA, OKLAHOMA 74146. SEE NOTE # 6 BELOW. 6.USE HILTI X-EDNI 16 P8 POWER PINS (ICC #ESR-1663) AT LIGHT GAGE TO STEEL ATTACHMENT WHERE PP ARE SPECIFIED ON PLANS / DETAILS AND NOTES. NOTE: 1.METAL STUD WALL FRAMING MEMBERS SHALL BE IN ACCORDANCE WITH ICC #ESR-3064P. 2.PROVIDE UNPUNCHED STUDS AT JAMBS & HEADERS, TYP. 3.MAX STUD TO TRACK GAP 3/16" TYP SILL & TOP TRACK. 4.JAMB STUDS SHALL MATCH TYPICAL WALL SIZE OR AS SPECIFIED IN SCHEDULE, WHICHEVER IS GREATER, TYP. HEADER SCHEDULE WALL TYPE 3 5/8" STUDS 4" STUDS 6" STUDS SPAN LENGTH 'L' 0" TO 6'-0" 6'-1" TO 10'-0" 0" TO 10'-0" 0" TO 6'-0" 6'-1" TO 10'-0" 10'-1" TO 25'-0" BOX HEADER DBL JST 2 - 362S137-33 2 - 600S137-33 2 - 600S162-43 2 - 600S162-43 2 - 600S162-54 2 - 600S162-68 TRACK 2 - 362S137-33 2 - 362S137-33 2 - 400T125-43 2 - 600T125-43 2 - 600T125-54 2 - 600T125-68 MIN JAMB STUDS SEE NOTE 5 2 - 362S137-33 2 - 362S137-33 2 - 400S162-43 2 - 600S162-43 2 - 600S162-54 2 - 600S200-68 NO. # 10 WAFER HEAD SMS AT EA JST TO JAMB 3 4 4 3 4 L < 10'-0" L > 10'-0" WHERE L > 10'-0" WHERE L > 10'-0" D A E B BOX HEADER PER FRAMING SCHEDULE JAMB STUDS PER FRAMING SCHEDULE PARTIAL HEIGHT WALL INSULATION PER PLAN METAL STUDS @ 16 O.C. PER PLAN 5/8" GYP. BD. EA. SIDE CEILING PER REFLECTED CEILING PLAN BRACE PARTITION PER BRACE SCHEDULE UNDERSIDE OF STRUCTURE9 - 10 - 6" MI N . 17 - FULL HEIGHT WALL INSULATION WHERE OCCURS PER PLAN 6" 20. GA. METAL STUDS @ 16 O.C. PER PLAN 5/8" GYP. BD. EA. SIDE CEILING PER REFLECTED CEILING PLAN 1/ 2 " UNDERSIDE OF DECK/ STRUCTURE. 12 - 17 - PARTITION BOTTOM CONNECTION STEEL STUDS: ICC ESR-3064P STEEL STUD MANUFACTURERS #10 SMS EACH SIDE OF STUD TO TRACK, TYP. HILTI X-DNI DRIVE PIN @ 32" O.C. W/ 3/4" MIN. EMBED. INTO CONC. ICC ESR 1663 INSULATION WHERE OCCURS PARTIAL HEIGHT PARTITION WALL CEILING #10 SMS EACH SIDE @ EACH STUD PARTITION WALL STUD BRACE TO STRUCTURE CONNECTION PER PARTITION WALL BRACE SCHEDULE 3/4" MIN. EDGE DISTANCE AND 3/4" MIN SPACING BETWEEN SCREWS, TYP. CUT FLANGES AND BEND WEB BACK ATTACHMENT TRACK BRACE PER PARTITION WALL BRACE SCHEDULE STRUCTURE ABOVE ALTERNATE BRACE IS POSSIBLE BRACE CONNECTION TO TOP TRACK SEE DETAIL B 3/4" MIN EDGE DISTANCE TO END OF BRACE, 14" MAX GAP FROM END OF BRACE TO TRACK FASTENERS PER PARTITION WALL BRACE SCHEDULE 1' - 0 " MA X . 3" 3" 1" M I N . 1" MIN.1" MIN. NESTED TRACK OF SAME THICKNESS FOR SPLICING (4) #10 S.M.S. EACH SIDE OF SPLICE CUT BRACE FLANGE AND BEND WEB CL TOP TRACK SPLICE BRACE ATTACHMENT TO TOP TRACK PER PARTITION WALL BRACE SCHEDULE 43 MIL TOP TRACK PLAN VIEW OF BRACE TO TOP TRACKB PARTIAL HEIGHT PARTITION WALLA PARTITION TOP CONNECTION PERPENDICULARPARALLEL 3 0 ° - 6 0 ° . 3/4" MIN. EDGE DISTANCE TO END BRACE, 1/4" MAX GAP FROM END OF BRACE TO TRACK . 3/4" MIN. EDGE DISTANCE & 3/4" MI. SPACING BETWEEN SCREWS, TYP. 1 1/2" MIN. EQ.EQ. BRACE PER SCHEDULE 3 0 ° - 6 0 ° SECTION BSECTION A 54 MIL. MIN TRACK TO MATCH BRACE SIZE (2) 3/8" DIA. EXPANSION ANCHOR WITH 2" EMBED.(2) 3/8" DIA. EXPANSION ANCHOR WITH 2" EMBED. A - B - EXISTING CONCRETE FILL O/ METAL DECK. EXISTING CONCRETE FILL O/ METAL DECK. EXISTING STRUCTURE EXISTING STRUCTURE (E) STRUCTURE ABOVE EXISTING CONCRETE FILL O/ METAL DECK. EXISTING CONCRETE FILL O/ METAL DECK. PARTITION TOP CONNECTION SLOTTED STEEL SLIP TRACK - ATTACH TO STEEL STRAPS WITH (2) # 10 SMS @ EACH STRAP. EXISTING CONCRETE FILL O/ METAL DECK. 4" WIDE X 20 GA. STEEL STRAPS @ 12" O.C. MAX. TO SPAN FLUTE ATTACHED WITH POWDER ACTIVATED SHOT PIN 1/ 2 " D E F L E C T I O N G A P STEEL STUDS: ICC ESR-3064P STEEL STUD MANUFACTURERS INSULATION WHERE OCCURS SLOTTED STEEL SLIP TRACK - ATTACH TO BOTTOM OF FLUTE WITH POWER ACTIVATED SOT PIN @ 12" O.C. MAX. EXISTING CONCRETE FILL O/ METAL DECK. 1/ 2 " D E F L E C T I O N G A P STEEL STUDS: ICC ESR-3064P STEEL STUD MANUFACTURERS INSULATION WHERE OCCURS PERPENDICULAR PARALLEL EXISTING STRUCTURE EXISTING STRUCTURE METAL STUD FRAME PER PLAN (2) S.M.S PER STUD CONT 20 GA. 4" WIDE PLATE METAL STUD FRAME PER PLAN (3) S.M.S PER STUD 18 GA. MTL TRACK CLIP FLANGES TO FIT OVER STUDS WALL ASSEMBLY USG THERMA FIBER SAFING INSULATION 1 1 / 4 " MA X . USG FIRECODE COMPOUND. MIN. 1/2" DEPTH ON EACH SIDE OF WALL. PIPE COVERING & THROUGH PENETRATION1/ 4 " MI N . PLAN VIEW USG FIRECODE COMPOUND. MIN. 1/2" DEPTH ON EACH SIDE OF WALL. PIPE COVERING & THROUGH PENETRATION UL NO: W-L-1087 Project Contact: Email: Principal: Project Manager ADC Project No: Ken Burgess KBurgess@adcollaborative.com Craig Chinn KEN BURGESS laguna hills, ca 92653 www.adcollaborative.com 23231 south pointe drive 949.267.1660 SA N T A A N I T A L L - B A F A N G D U M P L I N G S 40 0 S B A L D W I N A V E . , S U I T E F 1 8 AR C A D I A , C A , 9 1 0 0 7 Client COPYRIGHT C 23087 Sheet Issue & Revision Log 1 2024-04-05 1ST BUILDING RESUBMITTAL 2 2024-05-17 2nd BUILDING RESUBMITTAL 3 2024-05-22 FIRE RESUBMITTAL Name Addr: City: State: Zip: AVISON YOUNG 2030 MAIN ST #150 IRVINE CA 92614 LIC E N S E D ARCHIT E C T S T A T E OF CA L I F O R NIA WALL DETAILS A9.3.2SCALE: N.T.S.1TYPICAL METAL STUD FRAMING SCALE: 1-1/2"=1'-0"4PARTIAL HEIGHT WALLSCALE: 1-1/2"=1'-0"8FULL HEIGHT WALL SCALE: 3"=1'-0"17PARTITION BOTTOM CONNECTION SCALE: 1-1/2"=1'-0"9PARTIAL HEIGHT TOP CONNECTION SCALE: 3"=1'-0"10PARTITION TOP CONNECTION SCALE: 3"=1'-0"12PARTITION TOP CONNECTION SCALE: N.T.S.18WALL BLOCKING SCALE: N.T.S.19WALL BLOCKING WALL DETAILS GENERAL NOTES 1.INTERIOR PARTITIONS TO BE AS NOTED ON PLANS, SEE PARTITION TYPE LEGEND. 2.ALL STUDS SHALL CONFORM TO A.S.T.M. A446, A568, AND A611 WITH MINIMUM YIELD POINT OF 33,000 P.S.I. 3.PROVIDE ACOUSTICAL SEALANT AT ALL PENETRATIONS IN ACOUSTICAL PARTITIONS. 4.ACOUSTICAL BATT INSULATION TO TERMINATE AT THE STRUCTURE U.N.O. 5.PROVIDE 16 GA. (MIN.) MTL. STUDS @ LOCATIONS OF LIGHTWEIGHT EQUIPMENT SUCH AS CABINETS, ELECTRICAL EQUIPMENT, PROJECTION SCREENS, ETC. 6.USE WATER-RESISTANT GYPSUM BOARD FOR PARTITIONS IN WET ROOMS LIKE TOILET ROOMS AND JANITOR'S CLOSETS. 7.ALL METAL STUDS SHALL BE MANUFACTURED BY THE CURRENT MEMBERS OF THE STEEL STUD MANUFACTURERS ASSOCIATION LISTED IN ESR #3064. ALL STUDS SHALL COMPLY WITH ESR #3064. 8.X-DNI 27P8 PINS SHALL BE BY HILTI. ESR-1663 9.USE WATER-RESISTANT GLASS-MAT GYPSUM BOARD OR CEMENTITIOUS BACKER UNITS AND SPACE STUDS AT 16" O.C. AT PARTITIONS TO RECEIVE TILE OR STONE. 10.PROVIDE DOUBLE 20 GAGE STUD AT EACH DOOR JAMB IN METAL STUD PARTITIONS. PENETRATIONS AND MEMBRANE-PENETRATIONS IN FIRE-RATED PARTITIONS SHALL BE FIRESTOPPED IN ACCORDANCE WITH CBC CHAPTER 7. 11.PROVIDE FOR 1" DEFLECTION AT ALL PARTITION HEADS, U.N.O. AT METAL STUD FRAMED WALLS PROVIDE MINIMUM 3" DEEP-LEG TRACKS. PROVIDE DOUBLE 20 GAGE STUD AT EACH DOOR JAMB IN METAL STUD PARTITIONS. 12.USE 5 8" TYPE-X GYPSUM BOARD AT FIRE-RATED PARTITIONS U.N.O. OR CALLED FOR BY LISTED ASSEMBLY. USE 58" GYPSUM BOARD AT ALL OTHER LOCATIONS U.N.O. 13.PARTITIONS THAT DO NOT GO TO STRUCTURE ABOVE SHALL HAVE INTERSECTING PARTITION OR BE BRACED TO STRUCTURE @ 6' O.C. 14.PROVIDE CONTROL JOINTS IN GYPSUM SYSTEMS PER GYPSUM ASSOCIATION AND MANUFACTURER'S RECOMMENDATIONS. CONTROL JOINTS ASSIST IN RELIEVING STRESSES IN ASSEMBLIES THAT CAN RESULT IN GYPSUM BOARD JOINT CRACKS AND RIDGING. 15.CONSTRUCTION OF ALL SYSTEMS SHALL EQUAL THAT OF A TESTED ASSEMBLY. TESTING FACILITIES ARE AS FOLLOWS BUT NOT LIMITED TO: UL - UNDERWRITERS LABORATORIES INC. FM - FACTORY MUTUAL. GA - GYPSUM ASSOCIATION. 16.SCREWS SHALL COMPLY W/ A.S.T.M. C1513, AND SHALL HAVE SUFFICIENT THREADED LENGTH SUCH THAT A MIN. OF 3 FULL THREADS COMPLETELY PENETRATES EA LAYER OF THE CONNECTED PARTS. SCREW SPACING, EDGE DISTANCE, AND END DISTANCE SHALL NOT BE LESS THAN 3 TIMES THE SCREW. 17.ALL LIGHT GAUGE STEEL SHALL COMPLY WITH A.S.T.M. A653, GRADE 33 FOR 43 MIL (18 GA) AND LIGHTER PRODUCTS AND A.S.T.M. A653 FOR 54 MIL (16 GA) AND HEAVIER. ALL LIGHT GAUGE STEEL SHALL BE GALVANIZED DIAMETER. 18.PARTITIONS ARE TO EXTEND TO UNDERSIDE OF STRUCTURE, U.N.O. PENETRATIONS AND MEMBRANE-PENETRATIONS IN FIRE-RATED PARTITIONS SHALL BE FIRESTOPPED IN ACCORDANCE WITH CBC CHAPTER 7. 19.PROVIDE FOR 1" DEFLECTION AT ALL PARTITION HEADS, U.N.O. AT METAL STUD FRAMED WALLS PROVIDE MINIMUM 3" DEEP-LEG TRACKS. PROVIDE DOUBLE 20 GAGE STUD AT EACH DOOR JAMB IN METAL STUD PARTITIONS. Project Contact: Email: Principal: Project Manager ADC Project No: Ken Burgess KBurgess@adcollaborative.com Craig Chinn KEN BURGESS laguna hills, ca 92653 www.adcollaborative.com 23231 south pointe drive 949.267.1660 SA N T A A N I T A L L - B A F A N G D U M P L I N G S 40 0 S B A L D W I N A V E . , S U I T E F 1 8 AR C A D I A , C A , 9 1 0 0 7 Client COPYRIGHT C 23087 Sheet Issue & Revision Log 1 2024-04-05 1ST BUILDING RESUBMITTAL 2 2024-05-17 2nd BUILDING RESUBMITTAL 3 2024-05-22 FIRE RESUBMITTAL Name Addr: City: State: Zip: AVISON YOUNG 2030 MAIN ST #150 IRVINE CA 92614 LIC E N S E D ARCHIT E C T S T A T E OF CA L I F O R NIA SCALE: N.T.S.20WALL PENETRATION 1 “” “” ” ” ” ” GENERAL STRUCTURAL NOTES & DRAWING INDEX S0.1 Project Contact: Email: Principal: Project Manager SF Project No: Brendan Ramos bramos@structuralfocus.com David Cocke Brendan Ramos laguna hills, ca 92653 www.adcollaborative.com 23231 south pointe drive 949.267.1660 SA N T A A N I T A L L 40 0 S B A L D W I N A V E , S U I T E # F 1 8 , AR C A D I A , C A , 9 1 0 0 7 COPYRIGHT C 23306 Sheet Issue & Revision Log Consultant Gardena, CA 90248 Building B, Suite 210 19210 S. Vermont Ave. 310.323.9924 structuralfocus.com 01-12-2024 - PLAN CHECK SUBMITTAL 1 04-19-2024 - 1ST BUILDING RESUBMITTAL † ” ””” “ ” ” † GENERAL STRUCTURAL NOTES CONTINUED S0.2 Project Contact: Email: Principal: Project Manager SF Project No: Brendan Ramos bramos@structuralfocus.com David Cocke Brendan Ramos laguna hills, ca 92653 www.adcollaborative.com 23231 south pointe drive 949.267.1660 SA N T A A N I T A L L 40 0 S B A L D W I N A V E , S U I T E # F 1 8 , AR C A D I A , C A , 9 1 0 0 7 COPYRIGHT C 23306 Sheet Issue & Revision Log Consultant Gardena, CA 90248 Building B, Suite 210 19210 S. Vermont Ave. 310.323.9924 structuralfocus.com 01-12-2024 - PLAN CHECK SUBMITTAL 1 04-19-2024 - 1ST BUILDING RESUBMITTAL SYMBOLS & ABBREVIATIONS S0.3 Project Contact: Email: Principal: Project Manager SF Project No: Brendan Ramos bramos@structuralfocus.com David Cocke Brendan Ramos laguna hills, ca 92653 www.adcollaborative.com 23231 south pointe drive 949.267.1660 SA N T A A N I T A L L 40 0 S B A L D W I N A V E , S U I T E # F 1 8 , AR C A D I A , C A , 9 1 0 0 7 COPYRIGHT C 23306 Sheet Issue & Revision Log Consultant Gardena, CA 90248 Building B, Suite 210 19210 S. Vermont Ave. 310.323.9924 structuralfocus.com 01-12-2024 - PLAN CHECK SUBMITTAL 1 04-19-2024 - 1ST BUILDING RESUBMITTAL TYPICAL DETAILS S1.0 Project Contact: Email: Principal: Project Manager SF Project No: Brendan Ramos bramos@structuralfocus.com David Cocke Brendan Ramos laguna hills, ca 92653 www.adcollaborative.com 23231 south pointe drive 949.267.1660 SA N T A A N I T A L L 40 0 S B A L D W I N A V E , S U I T E # F 1 8 , AR C A D I A , C A , 9 1 0 0 7 COPYRIGHT C 23306 Sheet Issue & Revision Log Consultant Gardena, CA 90248 Building B, Suite 210 19210 S. Vermont Ave. 310.323.9924 structuralfocus.com 01-12-2024 - PLAN CHECK SUBMITTAL 1 04-19-2024 - 1ST BUILDING RESUBMITTAL N N FLOOR PLAN S2.1 Project Contact: Email: Principal: Project Manager SF Project No: Brendan Ramos bramos@structuralfocus.com David Cocke Brendan Ramos laguna hills, ca 92653 www.adcollaborative.com 23231 south pointe drive 949.267.1660 SA N T A A N I T A L L 40 0 S B A L D W I N A V E , S U I T E # F 1 8 , AR C A D I A , C A , 9 1 0 0 7 COPYRIGHT C 23306 Sheet Issue & Revision Log Consultant Gardena, CA 90248 Building B, Suite 210 19210 S. Vermont Ave. 310.323.9924 structuralfocus.com 01-12-2024 - PLAN CHECK SUBMITTAL 1 04-19-2024 - 1ST BUILDING RESUBMITTAL N ROOF PLAN S2.2 Project Contact: Email: Principal: Project Manager SF Project No: Brendan Ramos bramos@structuralfocus.com David Cocke Brendan Ramos laguna hills, ca 92653 www.adcollaborative.com 23231 south pointe drive 949.267.1660 SA N T A A N I T A L L 40 0 S B A L D W I N A V E , S U I T E # F 1 8 , AR C A D I A , C A , 9 1 0 0 7 COPYRIGHT C 23306 Sheet Issue & Revision Log Consultant Gardena, CA 90248 Building B, Suite 210 19210 S. Vermont Ave. 310.323.9924 structuralfocus.com 01-12-2024 - PLAN CHECK SUBMITTAL 1 04-19-2024 - 1ST BUILDING RESUBMITTAL Project Contact: Email: Principal: Project Manager ADC Project No: Joey Nunez jnunez@adcollaborative.com Craig Chinn Ken Burgess laguna hills, ca 92653 www.adcollaborative.com 23231 south pointe drive 949.267.1660 BA F A N G D U M P L I N G S - A R C A D I A 40 0 S B A L D W I N A V E , S U I T E # F 1 8 , AR C A D I A , C A , 9 1 0 0 7 Client COPYRIGHT C 23071 Sheet Issue & Revision Log Name Addr: City: State: Zip: Bafang Yunji Foods LLC 2855 Michelle Dr., Suite 270 Irvine CA 92606 382 NE 191ST STREET, SUITE 49674, MIAMI, FL 33179 PH-914.257.3455 WWW.NY-ENGINEERS.COM Consultant MECHANICAL LEGEND, NOTES & SCHEDULE M-1.0 PATIO TRANSFORMER TRANSFORMER Project Contact: Email: Principal: Project Manager ADC Project No: Joey Nunez jnunez@adcollaborative.com Craig Chinn Ken Burgess laguna hills, ca 92653 www.adcollaborative.com 23231 south pointe drive 949.267.1660 BA F A N G D U M P L I N G S - A R C A D I A 40 0 S B A L D W I N A V E , S U I T E # F 1 8 , AR C A D I A , C A , 9 1 0 0 7 Client COPYRIGHT C 23071 Sheet Issue & Revision Log Name Addr: City: State: Zip: Bafang Yunji Foods LLC 2855 Michelle Dr., Suite 270 Irvine CA 92606 382 NE 191ST STREET, SUITE 49674, MIAMI, FL 33179 PH-914.257.3455 WWW.NY-ENGINEERS.COM Consultant MECHANICAL FLOOR PLAN M-2.0SCALE: 1/4"=1'-0"1MECHANICAL FLOOR PLAN SCALE: 1/2"=1'-0"2ELECTRICAL ROOM MEZZANINE FLOOR PATIO Project Contact: Email: Principal: Project Manager ADC Project No: Joey Nunez jnunez@adcollaborative.com Craig Chinn Ken Burgess laguna hills, ca 92653 www.adcollaborative.com 23231 south pointe drive 949.267.1660 BA F A N G D U M P L I N G S - A R C A D I A 40 0 S B A L D W I N A V E , S U I T E # F 1 8 , AR C A D I A , C A , 9 1 0 0 7 Client COPYRIGHT C 23071 Sheet Issue & Revision Log Name Addr: City: State: Zip: Bafang Yunji Foods LLC 2855 Michelle Dr., Suite 270 Irvine CA 92606 382 NE 191ST STREET, SUITE 49674, MIAMI, FL 33179 PH-914.257.3455 WWW.NY-ENGINEERS.COM Consultant MECHANICAL ROOF PLAN M-2.1SCALE: 1/4"=1'-0"1MECHANICAL ROOF PLAN Project Contact: Email: Principal: Project Manager ADC Project No: Joey Nunez jnunez@adcollaborative.com Craig Chinn Ken Burgess laguna hills, ca 92653 www.adcollaborative.com 23231 south pointe drive 949.267.1660 BA F A N G D U M P L I N G S - A R C A D I A 40 0 S B A L D W I N A V E , S U I T E # F 1 8 , AR C A D I A , C A , 9 1 0 0 7 Client COPYRIGHT C 23071 Sheet Issue & Revision Log Name Addr: City: State: Zip: Bafang Yunji Foods LLC 2855 Michelle Dr., Suite 270 Irvine CA 92606 382 NE 191ST STREET, SUITE 49674, MIAMI, FL 33179 PH-914.257.3455 WWW.NY-ENGINEERS.COM Consultant MECHANICAL DETAILS(1 OF 2) M-3.0 Project Contact: Email: Principal: Project Manager ADC Project No: Joey Nunez jnunez@adcollaborative.com Craig Chinn Ken Burgess laguna hills, ca 92653 www.adcollaborative.com 23231 south pointe drive 949.267.1660 BA F A N G D U M P L I N G S - A R C A D I A 40 0 S B A L D W I N A V E , S U I T E # F 1 8 , AR C A D I A , C A , 9 1 0 0 7 Client COPYRIGHT C 23071 Sheet Issue & Revision Log Name Addr: City: State: Zip: Bafang Yunji Foods LLC 2855 Michelle Dr., Suite 270 Irvine CA 92606 382 NE 191ST STREET, SUITE 49674, MIAMI, FL 33179 PH-914.257.3455 WWW.NY-ENGINEERS.COM Consultant MECHANICAL DETAILS(2 OF 2) M-3.1 Project Contact: Email: Principal: Project Manager ADC Project No: Joey Nunez jnunez@adcollaborative.com Craig Chinn Ken Burgess laguna hills, ca 92653 www.adcollaborative.com 23231 south pointe drive 949.267.1660 BA F A N G D U M P L I N G S - A R C A D I A 40 0 S B A L D W I N A V E , S U I T E # F 1 8 , AR C A D I A , C A , 9 1 0 0 7 Client COPYRIGHT C 23071 Sheet Issue & Revision Log Name Addr: City: State: Zip: Bafang Yunji Foods LLC 2855 Michelle Dr., Suite 270 Irvine CA 92606 382 NE 191ST STREET, SUITE 49674, MIAMI, FL 33179 PH-914.257.3455 WWW.NY-ENGINEERS.COM Consultant MECHANICAL COMPLIANCE M-4.1 Project Contact: Email: Principal: Project Manager ADC Project No: Joey Nunez jnunez@adcollaborative.com Craig Chinn Ken Burgess laguna hills, ca 92653 www.adcollaborative.com 23231 south pointe drive 949.267.1660 BA F A N G D U M P L I N G S - A R C A D I A 40 0 S B A L D W I N A V E , S U I T E # F 1 8 , AR C A D I A , C A , 9 1 0 0 7 Client COPYRIGHT C 23071 Sheet Issue & Revision Log Name Addr: City: State: Zip: Bafang Yunji Foods LLC 2855 Michelle Dr., Suite 270 Irvine CA 92606 382 NE 191ST STREET, SUITE 49674, MIAMI, FL 33179 PH-914.257.3455 WWW.NY-ENGINEERS.COM Consultant M-4.2 MECHANICAL COMPLIANCE SLV GENERAL NOTES CODE REFERENCE NOTICE PANEL BOARD AND SWITCH BOARD NOTES Project Contact: Email: Principal: Project Manager ADC Project No: Joey Nunez jnunez@adcollaborative.com Craig Chinn Ken Burgess laguna hills, ca 92653 www.adcollaborative.com 23231 south pointe drive 949.267.1660 BA F A N G D U M P L I N G S - A R C A D I A 40 0 S B A L D W I N A V E , S U I T E # F 1 8 , AR C A D I A , C A , 9 1 0 0 7 Client COPYRIGHT C 23071 Sheet Issue & Revision Log Name Addr: City: State: Zip: Bafang Yunji Foods LLC 2855 Michelle Dr., Suite 270 Irvine CA 92606 Consultant ELECTRICAL SYMBOL LIST, ABBREVIATIONS & GENERAL NOTES E-1 Date Signed: 05/17/2024 1 2 PATIO WP/GFI NEW PANEL-A 3 3 A:2 A:4 A:6 NEW PANEL-B 3 4 NEW PANEL-H ELECTRICAL CAGE ROOM LOCATED AT LOWER LEVEL 5 TRANSFORMER-B TRANSFORMER-A 4 7'-7" 2' - 4 " 1'-0" 1' - 0 " 455 Project Contact: Email: Principal: Project Manager ADC Project No: Joey Nunez jnunez@adcollaborative.com Craig Chinn Ken Burgess laguna hills, ca 92653 www.adcollaborative.com 23231 south pointe drive 949.267.1660 BA F A N G D U M P L I N G S - A R C A D I A 40 0 S B A L D W I N A V E , S U I T E # F 1 8 , AR C A D I A , C A , 9 1 0 0 7 Client COPYRIGHT C 23071 Sheet Issue & Revision Log Name Addr: City: State: Zip: Bafang Yunji Foods LLC 2855 Michelle Dr., Suite 270 Irvine CA 92606 Consultant POWER PLAN E-2SCALE: 1/4"=1'-0"1POWER PLAN NN SCALE: 1/2"=1'-0"2ELECTRICAL ROOM MEZZANINE FLOORSCALE: 1/4"=1'-0"3LOCATION OF PANEL-H 04-08-2024 PERMIT COMMENTS 05-16-2024 PERMIT COMMENTS Date Signed: 05/17/2024 PATIO 1 2 WP/GFI WP A A:8 H:1,3,5 WP B-24,26 1 1WP/GFI WP B-12,14 A:8 1 2 Project Contact: Email: Principal: Project Manager ADC Project No: Joey Nunez jnunez@adcollaborative.com Craig Chinn Ken Burgess laguna hills, ca 92653 www.adcollaborative.com 23231 south pointe drive 949.267.1660 BA F A N G D U M P L I N G S - A R C A D I A 40 0 S B A L D W I N A V E , S U I T E # F 1 8 , AR C A D I A , C A , 9 1 0 0 7 Client COPYRIGHT C 23071 Sheet Issue & Revision Log Name Addr: City: State: Zip: Bafang Yunji Foods LLC 2855 Michelle Dr., Suite 270 Irvine CA 92606 Consultant ROOF POWER PLAN E-2.1SCALE: 1/4"=1'-0"1ROOF POWER PLAN NN Date Signed: 05/17/2024 1 2 EX 2 EM EMEM EM EMEM 1 1 1 1 11 2 A:1 A:3 A:5 A:7 EX 2 Project Contact: Email: Principal: Project Manager ADC Project No: Joey Nunez jnunez@adcollaborative.com Craig Chinn Ken Burgess laguna hills, ca 92653 www.adcollaborative.com 23231 south pointe drive 949.267.1660 BA F A N G D U M P L I N G S - A R C A D I A 40 0 S B A L D W I N A V E , S U I T E # F 1 8 , AR C A D I A , C A , 9 1 0 0 7 Client COPYRIGHT C 23071 Sheet Issue & Revision Log Name Addr: City: State: Zip: Bafang Yunji Foods LLC 2855 Michelle Dr., Suite 270 Irvine CA 92606 Consultant LIGHTING PLAN E-3SCALE: 1/4"=1'-0"1LIGHTING PLAN NN Date Signed: 05/17/2024 Project Contact: Email: Principal: Project Manager ADC Project No: Joey Nunez jnunez@adcollaborative.com Craig Chinn Ken Burgess laguna hills, ca 92653 www.adcollaborative.com 23231 south pointe drive 949.267.1660 BA F A N G D U M P L I N G S - A R C A D I A 40 0 S B A L D W I N A V E , S U I T E # F 1 8 , AR C A D I A , C A , 9 1 0 0 7 Client COPYRIGHT C 23071 Sheet Issue & Revision Log Name Addr: City: State: Zip: Bafang Yunji Foods LLC 2855 Michelle Dr., Suite 270 Irvine CA 92606 Consultant ELECTRICAL RISER DIAGRAM & PANEL SCHEDULE E-4SCALE: N.T.S.4ELECTRICAL PANEL SCHEDULE SCALE: N.T.S.1ELECTRICAL RISER DIAGRAM SCALE: N.T.S.2VOLTAGE DROP CALCULATIONS SCALE: N.T.S.3SHORT CIRCUIT CALCULATIONS 04-08-2024 PERMIT COMMENTS Date Signed: 05/17/2024 CODE COMPLIANCE · · · · · PLUMBING ABBREVIATIONS Project Contact: Email: Principal: Project Manager ADC Project No: Joey Nunez jnunez@adcollaborative.com Craig Chinn Ken Burgess laguna hills, ca 92653 www.adcollaborative.com 23231 south pointe drive 949.267.1660 BA F A N G D U M P L I N G S - A R C A D I A 40 0 S B A L D W I N A V E , S U I T E # F 1 8 , AR C A D I A , C A , 9 1 0 0 7 Client COPYRIGHT C 23071 Sheet Issue & Revision Log Name Addr: City: State: Zip: Bafang Yunji Foods LLC 2855 Michelle Dr., Suite 270 Irvine CA 92606 382 NE 191ST STREET, SUITE 49674, MIAMI, FL 33179 PH-914.257.3455 WWW.NY-ENGINEERS.COM Consultant PLUMBING LEGENDS, NOTES & SCHEDULES P-1 PATIO PATIO 1 2 1 2 6 3 4 4 3 5 5 6 7 7 2 Project Contact: Email: Principal: Project Manager ADC Project No: Joey Nunez jnunez@adcollaborative.com Craig Chinn Ken Burgess laguna hills, ca 92653 www.adcollaborative.com 23231 south pointe drive 949.267.1660 BA F A N G D U M P L I N G S - A R C A D I A 40 0 S B A L D W I N A V E , S U I T E # F 1 8 , AR C A D I A , C A , 9 1 0 0 7 Client COPYRIGHT C 23071 Sheet Issue & Revision Log Name Addr: City: State: Zip: Bafang Yunji Foods LLC 2855 Michelle Dr., Suite 270 Irvine CA 92606 382 NE 191ST STREET, SUITE 49674, MIAMI, FL 33179 PH-914.257.3455 WWW.NY-ENGINEERS.COM Consultant PLUMBING FLOOR PLANS P-2SCALE: 1/4"=1'-0"3PLUMBING SANITARY & VENT FLOOR PLAN SCALE: 1/4"=1'-0"1PLUMBING WATER & GAS FLOOR PLAN SCALE: 1/4"=1'-0"2PLUMBING MEZZANINE FLOOR PLAN 04-08-2024 PERMIT COMMENTS Project Contact: Email: Principal: Project Manager ADC Project No: Joey Nunez jnunez@adcollaborative.com Craig Chinn Ken Burgess laguna hills, ca 92653 www.adcollaborative.com 23231 south pointe drive 949.267.1660 BA F A N G D U M P L I N G S - A R C A D I A 40 0 S B A L D W I N A V E , S U I T E # F 1 8 , AR C A D I A , C A , 9 1 0 0 7 Client COPYRIGHT C 23071 Sheet Issue & Revision Log Name Addr: City: State: Zip: Bafang Yunji Foods LLC 2855 Michelle Dr., Suite 270 Irvine CA 92606 382 NE 191ST STREET, SUITE 49674, MIAMI, FL 33179 PH-914.257.3455 WWW.NY-ENGINEERS.COM Consultant PLUMBING SITE FLOOR PLAN P-2.1SCALE: N.T.S.1PLUMBING SITE FLOOR PLAN Project Contact: Email: Principal: Project Manager ADC Project No: Joey Nunez jnunez@adcollaborative.com Craig Chinn Ken Burgess laguna hills, ca 92653 www.adcollaborative.com 23231 south pointe drive 949.267.1660 BA F A N G D U M P L I N G S - A R C A D I A 40 0 S B A L D W I N A V E , S U I T E # F 1 8 , AR C A D I A , C A , 9 1 0 0 7 Client COPYRIGHT C 23071 Sheet Issue & Revision Log Name Addr: City: State: Zip: Bafang Yunji Foods LLC 2855 Michelle Dr., Suite 270 Irvine CA 92606 382 NE 191ST STREET, SUITE 49674, MIAMI, FL 33179 PH-914.257.3455 WWW.NY-ENGINEERS.COM Consultant PLUMBING DETAILS P-3