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Home My WebLink About802-806 S First Ave - 2023 - INTERIOR AND EXTERIOR TI WITH MEPNEO & Associates 2115 Huntington DriveSan Marino, CA 91108 626.590.1818 Date Issued SHEET TITLE Approval Stamp 2/ 1 3 / 2 0 2 3 1 1 : 3 5 : 2 0 A M G000G000 COVERCOVER AR C A D I A B U I L D I N G AR C A D I A B U I L D I N G 01/05/2023 80 2 - 8 0 6 S 1 S T A V E AR C A D I A C A 9 1 0 0 6 SHEET INDEX GENERAL G000 COVER G001 SF CALCULATIONS G002 MATERIAL BOARD G003 GENERAL NOTES G004 GENERAL NOTES G005 GENERAL NOTES G006 CALGREEN NOTES G007 CALGREEN NOTES ARCHITECTURAL A001 SITE PLAN A002 SITE PLAN DETAILS A003 ACCESSIBLE DETAILS A004 FIRST FLOOR DEMO PLAN A005 DEMOLITION ELEVATIONS A006 DEMOLITION ROOF PLAN A008 OCCUPANCY AND EXITING A100 FIRST FLOOR PLAN A101 ROOF PLAN A102 FIRST FLOOR RCP A200 BUILDING ELEVATIONS A201 BUILDING ELEVATIONS A300 BUILDING SECTIONS A301 BUILDING SECTIONS A311 WALL SECTIONS A400 ENLARGED RAMPS AND STAIRS PLANS A401 ENLARGED RESTROOM PLANS A501 DETAILS A502 DETAILS A601 CURTAIN WALLS & ROOF DETAILS STRUCTURAL S-1.0 FOUNDATION PLAN S-2.0 ROOF FRAMING PLAN S-N STRUCTURAL NOTES SD1 STRUCTURAL DETAILS SD2 STRUCTURAL DETAILS SD3 STRUCTURAL DETAILS STD STRUCTURAL DETAILS MECHANICAL M-1 MECHANICAL COVER SHEET M-2 SCHEDULES M-3 FLOOR PLAN M-4 ROOF PLAN M-5 DUCTCONSTRUCTION,TESTING,BALANCING,DETAILS M-6 TITLE-24 M-7 TITLE-24 ELECTRICAL E-1.0 NOTES & SYMBOLS E-2.0 SINGLE LINE DIAGRAM & LOAD CALCS. E-2.1 PANEL SCHEDULE E-3.0 LIGHTING PLAN E-4.0 POWER PLAN E-5.0 ROOF ELECTRICAL PLAN E-6.0 TITLE-24 ENERGY CALCULATIONS E-6.1 TITLE-24 ENERGY CALCULATIONS E-7.0 EMERGENCY PHOTOMETRIC PLAN PLUMBING P-1 NOTES, LEGEND P-2 SCHEDULES P-3 SITE PLAN P-4 FLOOR PLAN P-5 ROOF PLAN P-6 RISER DIAGRAMS P-7 DETAILS PROJECT INFORMATION GOVERNING CODES PROJECT DIRECTORY LOCATIONPROJECT ADDRESS APNTRACTLOTLOT SIZEZONEGENERAL PLAN CODE ANALYSISUSE802 OFFICE OCC.806 OFFICE OCC.TOTALTYPE OF CONST.SPRINKLERS# OF STORIESALLOWABLE HEIGHTPROPOSED HEIGHT ALLOWABLE FARALLOWABLE SF.EXISTING SF.PROPOSED SF.TOTAL SF. LOT COVERAGE EXISTINGBUILDING FOOTPRINTHARDSCAPELANDSCAPEPLANTERSTOTAL PARKING ANALYSISREQUIRED AUTOMOBILETOTAL REQUIREDEXISTING ON-SITEEV/CAV REQUIREDEV/CAV PROPOSED REQ. LONG-TERM BIKEPROP. LONG-TERM BIKEREQ. SHORT-TERM BIKEPROP. SHORT-TERM BIKE 2019 CALIFORNIA BUILDING CODE (CBC)2019 CALIFORNIA RESIDENTIAL CODE (CRC)2019 CALIFORNIA PLUMBING CODE (CPC)2019 CALIFORNIA MECHANICAL CODE (CMC)2019 CALIFORNIA ELECTRICAL CODE (CEC)2019 CALIFORNIA BUILDING STANDARDS CODE (CGBSC)2019 CALIFORNIA ENERGY CODE (CENC)2019 CALIFORNIA FIRE CODE (CFC)*ALL LOCAL CODES & ORDINANCES VICINITY MAP OWNER:TOM & HANNAH WUADDRESS802-806 S 1ST AVEARCADIA CA 91006ARCHITECT:NEO & ASSOCIATESLEAD ARCHITECT:EDWARD OSUCHAPPLICANT:NICK VOELL-WHITE EMAIL: NICKW@NEO-INC.COMDESIGNERS:RAUL SIERRA STRUCTURAL ENGINEER:M.S. CONSULTING ENGINEERING12631 IMPERIAL HWY #F-230SANTA FE SPRINGS, CA 90670TEL: (562) 863-9999; FAX: (562) 863-9991MIKE Z. SONG CIVIL ENGINEER: PLS & PE PRINCIPAL CALILAND ENGINEERING, INC.228 E FOOTHILL BOULEVARD ARCADIA, CA 91006 TEL: (626)281-2288 FAX: (626)281-2088KEVIN Y. LAI MEP ENGINEER:ABRARI AND ASSOCIATES 1713 STANDARD AVE.GLENDALE, CA 91201TEL: (818)956-1900HENRY ABRARI PROJECT SITE ARCADIA OFFICES 802-806 S 1ST AVE, ARCADIA CA 91006 802-806 S 1ST AVEARCADIA, CA 910065779-016-0303038 & 390.24 ac. (10,454 SF.)MUMU B - BUSINESS393978VBYES1 STORIES40'25'-11" 1.010,454 SF. 6,163 SF. 6,163 SF. 6,163 SF. 59%6,163 SF. (59%)4,207 SF.187 SF.134 S.F.10,691 SF. (100%) 1 PER 250 SF 25 SPACES (6,163 SF/250)7 SPACES22*EXISTING NON-CONFORMING PARKING CONDITION TO REMAIN 2 SPACES (0.05 / 38)2 SPACES2 SPACES (0.05 / 38)2 SPACES APN MAP ABBREVIATIONS ACOUS. ACOUSTICALA.D. AREA DRAINADJ. ADJUSTABLEA.F.F. ABOVE FINISH FLOORAGGR. AGGREGATEAL. ALUMINUMAPPROX. APPROXIMATEARCH. ARCHITECTURALASB. ASBESTOSASPH. ASPHALT DB. BOARDBITUM. BITUMINOUSBLDG. BUILDINGBLK. BLOCKBLKG. BLOCKINGBM. BEAMBOT. BOTTOM CAB. CABINETC.B. CATCH BASINCEM. CEMENTCER. CERAMICC.I. CAST IRONC.G. CORNER GUARDCLG. CEILINGCLKG. CAULKINGCLO. CLOSETCLR. CLEARC.M.U. CONCRETE MASONRY UNITC.O. CASED OPENINGCOL. COLUMNCONC. CONCRETECONN. CONNECTIONCONSTR. CONSTRUCTIONCORR. CORRIDORCTSK. COUNTERSUNKCNTR. COUNTERCTR. CENTER DBL. DOUBLEDEPT. DEPARTMENTD.F. DOUGLAS FIRD.F. DRINKING FOUNTAINDET. DETAILDIA. DIAMETERDIM. DIMENSIONDISP. DISPENSERDN. DOWND.O. DOOR OPENINGDR. DOORDWR. DRAWERDS. DOWNSPOUTD.S.P. DRY STAND PIPEDWG. DRAWING E. EASTEA. EACHE.J. EXPANSION JOINTEL. ELEVATIONELEC. ELECTRICALELEV. ELEVATOREMER. EMERGENCYENCL. ENCLOSUREE.P. ELECTRICAL PANEL BOARDEQ. EQUALEQPT. EQUIPMENTE.W.C. ELECTRIC WATER COOLEREXST.(E) EXISTINGEXPO. EXPOSEDEXP. EXPANSIONEXT. EXTERIOR F.A. FIRE ALARMF.B. FLAT BARF.D. FLOOR DRAINFDN. FOUNDATIONF.E. FIRE EXTINGUISHERF.E.C. FIRE EXTINGUISHER CABINETF.H.C. FIRE HOSE CABINETFIN. FINISHFL. FLOORFLASH. FLASHINGFLOUR. FLUORESCENTF.O.C. FACE OF CONCRETEF.O.F. FACE OF FINISHF.O.S. FACE OF STUDFPRF. FIREPROOFF.S. FULLSIZEFT. FOOT OR FEETFTG. FOOTINGFURR. FURRINGFUT. FUTURE GA. GAUGEGALV. GALVANIZEDG.B. GRAB BARGL. GLASSG.L.B. GLU-LAM BEAMGND. GROUNDGR. GRADEGYP. GYPSUM H.B. HOSE BIBBH.C. HOLLOW COREHCP. HANDICAPPEDHDWD. HARDWOODHDWE. HARDWAREH.M. HOLLOW METALHORIZ. HORIZONTALHR. HOURHGT. HEIGHT I.D. INSIDE DIAMETERINSUL. INSULATIONINT. INTERIOR JAN. JANITORJT. JOINT KIT. KITCHEN LAB. LABORATORYLAM. LAMINATELAV. LAVATORYLKR. LOCKERLT. LIGHT MAX. MAXIMUMM.C. MEDICINE CABINETMECH. MECHANICALMEMB. MEMBRANEMET. METALMFR. MANUFACTURERMH. MANHOLEMIN. MINIMUMMIR. MIRRORMISC. MISCELLANEOUSM.O. MASONRY OPENINGMTD. MOUNTEDMUL. MULLION N. NORTHN.I.C. NOT IN CONTRACTNO., # NUMBERNOM. NOMINALN.T.S. NOT TO SCALE O.A. OVERALLOBS. OBSCUREO.C. ON CENTERO.D. OUTSIDE DIAMETEROFF. OFFICEOPNG. OPENINGOPP. OPPOSITE P.J. PANEL JOINTPL. PLATEP.LAM. PLASTIC LAMINATEPLAS. PLASTICPLYWD. PLYWOODPR. PAIRPRCST. PRE-CASTPT. POINTP.T.D. PAPER TOWEL DISPENSERP.T.D/R COMBINATION P.T.D. & P.T.R.PTN. PARTITIONP.T.R. PAPER TOWEL RECEPTACLE Q.T. QUARRY TILE R. RISERRAD. RADIUSR.D. ROOF DRAINREF. REFERENCEREFR. REFRIGERATORRGTR. REGISTEREDREINF. REINFORCEDREQ. REQUIREDRESIL. RESILIENTRM. ROOMR.O. ROUGH OPENINGRWD. REDWOODR.W.L. RAIN WATER LEADER S. SOUTHS.C. SOLID CORES.C.D. SEE CIVIL DRAWINGSSCHED. SCHEDULES.D. SOAP DISPENSERSECT. SECTIONS.E.D. SEE ELECTRICAL DRAWINGSSH. SHELFSHR. SHOWERSHT. SHEETSIM. SIMILARS.L.D. SEE LANDSCAPE DRAWINGSS.M.D. SEE MECHANICAL DRAWINGSS.N.D. SANITARY NAPKIN DISPENSERS.N.R. SANITARY NAPKIN RECEPTACLES.P.D. SEE PLUMBING DRAWINGSSPEC. SPECIFICATIONSQ. SQUARES.S.D. SEE STRUCTURAL DRAWINGSS.ST. STAINLESS STEELS.SK. SERVICE SINKSTA. STATIONSTD. STANDARDSTL. STEELSTOR. STORAGESTRL. STRUCTURALSUSP. SUSPENDEDSYM. SYMETRICAL T.B. TOWEL BART.C. TOP OF CURBTEL. TELEPHONETER. TERRAZOT.&G. TONGUE & GROOVETHK. THICKT.P. TOP OF PAVEMENTT.P.D. TOILET PAPER DISPENSERTRD. TREADT.V. TELEVISIONT.W. TOP OF WALLTYP. TYPICAL UNF. UNFINISHEDU.O.N. UNLESS OTHERWISE NOTEDUR. URINAL VERT. VERTICALVEST. VESTIBULEV.I.F. VERIFY IN FIELD W. WESTW/ WITHW.C. WATER CLOSETWD. WOODWDW. WINDOWW/O WITHOUTWP. WATERPROOFWSCT. WAINSCOATWT. WEIGHT &ANDLANGLE@ AT℄CENTERLINE⌀DIAMETER OR ROUND#POUND OR NUMBER PROJECT DESCRIPTION ••••••••• THIS PROJECT CONSISTS OF 6,163 S.F. RENOVATION OF A ONE STORY COMMERCIAL BUILDING. NO ADDITIONAL SQUARE FOOTAGE IS PROPOSED. SCOPE OF WORK: DEMOLITION OF INTERIOR NON-LOAD BEARING WALLSDEMOLITION OF INTERIOR FINISHESDEMOLITION OF EXISTING ROOF FRAMINGNEW EXTERIOR FINISHESNEW STOREFRONTMINIMAL NEW LANDSCAPINGNEW INTERIOR OFFICE LAYOUT AND FINISHESNEW RAISED ROOF STRUCTURENEW SHARED RESTROOMS AND KITCHEN/LOUNGE ALICE ST. SO U T H 1 S T . A V E E DUARTE RD. DEFERRED SUBMITTAL • • AUTOMATIC SPRINKLER SYSTEM NFPA 13 FIRE SPRINKLERSFIRE ALARM SYSTEM 1 1 1 3 3 3 3 NO. DESCRIPTION DATE 1 PC 1 10/28/22 3 PC 3 PL 12/15/22 DN Function Legend ACCESSORY STORAGEAREAS, MECHANICALEQUIPMENT ROOM COMMON AREA HARDSCAPE LANDSCAPE OFFICE SPACE OFFICE 802 RESTROOM/COMMONAREA OFFICE 806 (E) MEC.ROOM LA N D S C A P E LA N D S C A P E IM P E R V I O U S A R E A (E) PARKING LOT IMPERVIOUS AREA IMPERVIOUS AREA NEO & Associates 2115 Huntington DriveSan Marino, CA 91108 626.590.1818 Date Issued SHEET TITLE Approval Stamp 2/ 1 3 / 2 0 2 3 1 1 : 3 5 : 2 1 A M G001G001 SFSF CALCULATIONSCALCULATIONS AR C A D I A B U I L D I N G AR C A D I A B U I L D I N G 01/05/2023 80 2 - 8 0 6 S 1 S T A V E AR C A D I A C A 9 1 0 0 6 SCALE 1/8" 1'-0"1FIRST FLOOR-GSF DIAGRAM BUILDING SF CALCULATION AREA FUNCTION GSF ACCESSORY STORAGE AREAS, MECHANICAL EQUIPMENT ROOM (E) MEC.ROOM ACCESSORY STORAGE AREAS,MECHANICAL EQUIPMENT ROOM 147 SF 147 SF COMMON AREA RESTROOM/COMMON AREA COMMON AREA 1,192 SF 1,192 SF OFFICE SPACE OFFICE 802 OFFICE SPACE 2,239 SF OFFICE 806 OFFICE SPACE 2,645 SF 4,885 SF TOTAL:6,223 SF LOT COVERAGE CALCULATION AREA FUNCTION GSF % ACCESSORY STORAGE AREAS, MECHANICAL EQUIPMENT ROOM (E) MEC.ROOM ACCESSORY STORAGE AREAS,MECHANICAL EQUIPMENT ROOM 147 SF 1% 147 SF 1% COMMON AREA RESTROOM/COMMONAREA COMMON AREA 1,192 SF 11% 1,192 SF 11% HARDSCAPE (E) PARKING LOT HARDSCAPE 4,181 SF 39% IMPERVIOUS AREA HARDSCAPE 237 SF 2% 4,418 SF 41% LANDSCAPE LANDSCAPE LANDSCAPE 159 SF 1% 159 SF 1% OFFICE SPACE OFFICE 802 OFFICE SPACE 2,239 SF 21% OFFICE 806 OFFICE SPACE 2,645 SF 24% 4,885 SF 45% TOTAL:10,800 SF 100% NO. DESCRIPTION DATE NEO & Associates 2115 Huntington DriveSan Marino, CA 91108 626.590.1818 Date Issued SHEET TITLE Approval Stamp 2/ 1 3 / 2 0 2 3 1 1 : 3 5 : 2 1 A M G002G002 MATERIALMATERIAL BOARDBOARD AR C A D I A B U I L D I N G AR C A D I A B U I L D I N G 01/05/2023 80 2 - 8 0 6 S 1 S T A V E AR C A D I A C A 9 1 0 0 6 STUCCO SMOOTH FINISHWARM GREY COLOR STOREFRONT GLAZING CLEAR GLASS- FROSTED SECTIONS FOR PRIVACY SEE ELEVATIONS BLACK METAL FRAME METAL ACCENT PANELS OAK LOOK METAL PANELORIENTED VERTICALLY NO. DESCRIPTION DATE 3 PC 3 PL 12/15/22 TOWER ACCENT FINSDARK WARM GREY METAL PANELS MINIMAL SEAMS HIDDEN FASTENERS 3 GENERAL NOTES 1. 2. 3. 4. 5. 6. 7. 8. 9. 10. 11. 12. 13. 14. ALL POINTS OF CONNECTIONS, DIMENSIONS, AND CONDITIONS MUST BE FIELD VERIFIED BY TENANT, TENANT’S CONSULTANTS, OR CONTRACTOR. CONTRACTOR SHALL PROVIDE AND MAINTAIN A PORTABLE FIRE EXTINGUISHER, TYPE AND SIZE REQUIRED BY THE FIRE DEPARTMENT FIELD INSPECTOR. DOORS SHALL BE OPERABLE FROM THE INSIDE WITHOUT THE USE OF KEY OR SPECIAL KNOWLEDGE OR EFFORT. MAXIMUM EFFORT TO OPERATE DOORS DOES NOT EXCEED 5 LBS FOR EXTERIOR/INTERIOR DOORS. THE BOTTOM 10” INCHES OF ALL DOORS. EXCEPT AUTOMATIC AND SLIDING DOORS, SHALL HAVE A SMOOTH UNINTERRUPTED SURFACE TO ALLOW THE DOOR TO BE OPENED BY A WHEELCHAIR. ALL THRESHOLDS TO BE A MAXIMUM OF 1/2 INCH. LEVER TYPE HARDWARE SHALL BE INSTALLED ON ALL DOORS. ALL DOOR SHALL HAVE A CLEAR WIDTH OF THE EXIT WAY NOT LESS THAN 32 INCHES. ALL OFFICE, CONFERENCE AND SIMILAR AREA BEING REMODELED SHALL BE ACCESSIBLE TO THE HANDICAPPED. THE REQUIRED NUMBER OF HANDICAP SPACES ARE AVAILABLE AT PRESENT AND THE PATH OF TRAVEL FROM THE PARKING TO THE PRIMARY ENTRANCE OF THE BUILDING IS ACCESSIBLE BY THE HANDICAPPED. THE PRIMARY ENTRANCE AND PATH OF TRAVEL TO THE REMODELED AREA SHALL BE ACCESSIBLE AND USEABLE BY THE PHYSICALLY HANDICAPPED. STANDARD DIRECTIONAL SIGNS ARE TO BE VISIBLE ALONG APPROACHING PEDESTRIAN WAYS ON ALL BUILDING ENTRANCES THAT ARE ACCESSIBLE AND USEABLE BY THE PHYSICALLY HANDICAPPED. CENTER OF THE GRIP OF THE OPERATING HANDLE OF CONTROLS OR SWITCHES INTENDED TO BE USED BY THE OCCUPANT OF THE ROOM OR AREA TO CONTROL LIGHTING AND RECEPTACLE OUTLETS, APPLIANCES, OR COOLING, HEATING, AND VENTILATION EQUIPMENT SHALL MEET THE REQUIREMENTS OF PART 2, CALIFORNIA BUILDING CODE, SECTION 1118B, SPACE ALLOWANCE AND REACH RANGES, FOR PERSONS WITH DISABILITIES AND SHALL NOT BE MORE THAN 48” ABOVE THE FLOOR OR WORKING PLATFORM. PROVIDE TACTILE EXIT AND OTHER SIGNAGE PER CODE. FIRE PREVENTION NOTES 1. 2. 3. 4. 5. 6. 7. 8. 9. 10. 11. 12. 13. 14. 15. 16. 17. 18. 19. 20. 21. EXIT DOOR SHALL SWING IN THE DIRECTION OF EXIT TRAVEL WHEN SERVING ANY HAZARDOUS AREA OR WHEN SERVING AN OCCUPANT LOAD OF 50 OR MORE. EXIT DOORS SHALL BE OPENABLE FROM THE INSIDE WITHOUT USE OF A KEY OR ANY SPECIAL KNOWLEDGE OR EFFORT (2019 CBC 1010.1.9) EXCEPTION: THIS REQUIREMENT SHALL NOT APPLY TO EXTERIOR EXIT DOORS IN A GROUP ”B” OCCUPANCY IF THERE IS A VISIBLE DURABLE SIGN ON OR ADJACENT TO THE DOOR STATING ’’THIS DOOR TO REMAIN OPEN DURING BUSINESS HOURS”. THE LETTERS SHALL BE NOT LESS THAN 1 INCH HIGH ON A CONTRASTING BACKGROUND. THE LOCKING DEVICE MUST BE A TYPE THAT WILL BE READILY DISTINGUISHABLE AS LOCKED. PANIC HARDWARE, WHEN INSTALLED, SHALL COMPLY WITH ALL APPLICABLE BUILDING CODE REQUIREMENTS. THE ACTIVATING MEMBER SHALL BE MOUNTED AT A HEIGHT OF NOT LESS THAN 30 INCHES NOR MORE THAN 44 INCHES ABOVE THE FLOOR. THE UNLATCHING FORCE SHALL NOT EXCEED 15 POUNDS WHEN APPLIED IN THE DIRECTION OF EXIT TRAVEL.. THE MEANS OF EGRESS, INCLUDING THE EXIT DISCHARGE SHALL BE ILLUMINATED AT ALL TIMES THE BUILDING SPACE SERVED BY THE MEANS OF EGRESS IS OCCUPIED. THE MEANS OF EGRESS ILLUMINATION LEVEL SHALL NOT BE LESS THAN 1 FOOT CANDLE (11-LUX) AT THE WALKING SURFACE LEVEL. (2019 CBC 1008.1, 1008.2, 1008.3) EXIT ILLUMINATION SHALL COMPLY WITH 2019 CBC SECTION 1008 AND 1013. EXIT SIGNS SHALL BE INSTALLED AT REQUIRED EXIT DOORWAYS AND WHERE OTHERWISE NECESSARY TO CLEARLY INDICATE THE DIRECTION OF EGRESS WHEN THE EXIT SERVES AN OCCUPANT LOAD OF 50 OR MORE. EXCEPTION: MAIN EXTERIOR EXIT DOORS WHICH OBVIOUSLY AND CLEARLY ARE IDENTIFIABLE AS EXITS NEED NOT BE SIGNED WHEN APPROVED BY THE BUILDING OFFICIAL. WHEN NECESSARY, THE FINAL LOCATION AND QUANTITY OF EXIT SIGNS SHALL BE DETEMINED BY THE FIREDEPARTMENT PRIOR TO CONSTRUCTION OF ANY WORK. THE COLOR AND DESIGN OF LETTERING, ARROWS AND OTHER SYMBOLS ON EXIT SIGN SHALL BE IN HIGH CONTRAST WITH THEIR BACKGROUND (3/4” X 6” LETTERS MIN.) ALL RATED CORRIDOR DOORS SHALL HAVE A THRESHOLD WITH SMOKE AND DRAFT SEAL AT HEAD AND JAMBS. INTERIOR WALL AND CEILING FINISHES SHALL BE NON-COMBUSTIBLE OR HAVE A FLAME SPREAD INDEX OF 0 TO 25; SMOKE-DEVELOPED INDEX 0-450. ALL DRAPES, HANGING CURTAINS AND OTHER DECORATIVE MATERIALS SHALL BE TREATED AND MAINTAINED IN A FLAME RETARDANT CONDITION. FIRE DAMPERS OR DOORS SHALL BE PROVIDED WHERE AIR DUCTS PENETRATE FIRE RATED WALLS OR CEILING AS PER 2019 CBC SECTION 716. SMOKE DAMPERS SHALL BE PROVIDED WHERE AIR DUCTS PENETRATE FIRE RATED WALLS OR CEILING AS PER 2019 CBC SECTION 716. EXTEND/MODIFY FIRE/LIFE SAFETY SYSTEM AS REQUIRED. EXTEND FIRE SPRINKLERS SYSTEM AS REQUIRED. FIRE SPRINKLER/OR FIRE SAFETY PLANS MUST BE SUBMITTED TO THE CITY FOR REVIEW AND APPROVAL PRIOR TO BUILDING PERMIT ISSUANCE. FIRE SPRINKLER SYSTEM PLAN MUST BE REVISED AND APPROVED BY THE CITIES FIRE DEPARTMENT PRIOR TO THE INSTALLATION OR MODIFICATION OF SPRINKLER SYSTEMS. A PORTABLE FIRE EXTINGUISHER WITH A MINIMUM 2A10BC RATING SHALL BE PROVIDED EVERY 75’ OF TRAVEL DISTANCE FROM ANY POINT WITHIN THE AREA DEFINED AS SCOPE OF WORK PER THESE PLANS. PROVIDE FIRE EXTINGUISHERS AS REQUIRED BY THE FIRE DEPARTMENT FIELD INSPECTOR. ALL EMERGENCY LIGHTING SOURCES SHALL EMIT A MINIMUM VALUE OF ONE FOOT CANDLE MEASURED AT FLOOR LEVEL. PROVIDE EMERGENCY NOTIFICATION SYSTEM FOR THE HEARING AND VISUAL IMPAIRED PER A.D.A REQUIREMENTS. GENERAL LIFE SAFETY NOTES 1. 2. 3. 4. 5. 6. 7. 8. 9. 10. 11. 12. 13. 14. 15. 16. 17. 18. 19. 20. A. B. C. D. BUILDING UNDERGOING CONSTRUCTION ALTERATION OR DEMOLITION SHALL BE IN COMPLIANCE WITH CFC CHAPTER 14. (CFC 1401.1) ANY TIME A BUILDING IS OCCUPIED , THE MEANS OF EGRESS SHALL BE ILLUMINATED AT THE INTENSITY OF NOT LESS THAN 1 FOOTCANDLE AT WALKING SURFACE. (CFC 1006.1, 1006.2) EGRESS ILLUMINATION AND EXIT SIGNS REQUIRE A SOURCE OF EMERGENCY POWER. (CFC 1006.3) AT LEAST ONE 2A:10B:C FIRE EXTINGUISHER SHALL BE PROVIDED SO THAT THE TRAVEL DISTANCE FROM ANYWHERE IN THE BUILDING DOES NOT EXCEED 75 FEET TO AN EXTINGUISHER. EXTINGUISHERS SHALL BE LOCATED ALONG THE NORMAL PATH OF TRAVEL AND IN A READILY VISIBLE AND ACCESSIBLE LOCATION, WITH THE BOTTOM OF THE EXTINGUISHER AT LEAST 4 INCHES ABOVE THE FLOOR. COMBUSTIBLE DEBRIS SHALL NOT BE ACCUMULATED WITHIN BUILDINGS. COMBUSTIBLE DEBRIS , RUBBISH AND WASTE MATERIAL SHALL BE REMOVED FROM BUILDINGS AT THE END OF EACH SHIFT OF WORK. (CFC 3304.2) MATERIAL SUSCEPTIBLE TO SPONTANEOUS IGNITION , SUCH AS OILY RAGS SHALL BE STORED IN A LISTED DISPOSAL CONTAINER (CFC 3304.4) EXIT SIGNS SHALL BE INSTALLED AT REQUIRED EXIT DOORWAYS AND WHERE OTHERWISE NECESSARY TO CLEARLY INDICATE THE DIRECTION OF EGRESS WHEN THE EXIT SERVES AN OCCUPANT LOAD OF 50 OR MORE. EXCEPTION: MAIN EXTERIOR EXIT DOORS WHICH OBVIOUSLY AND CLEARLY ARE IDENTIFIABLE AS EXITS NEED NOT BE SIGNED WHEN APPROVED BY THE BUILDING OFFICIAL. WHEN NECESSARY, THE FINAL LOCATION AND QUANTITY OF EXIT SIGNS SHALL BE DETERMINED BY THE FIRE DEPARTMENT PRIOR TO CONSTRUCTION OF ANY WORK. THE COLOR AND DESIGN OF LETTERING, ARROWS AND OTHER SYMBOLS ON EXIT SIGN SHALL BE IN HIGH CONTRAST WITH THEIR BACKGROUND (3/4" x 6” LETTERS MIN.) ALL RATED CORRIDOR DOORS SHALL HAVE A THRESHOLD WITH SMOKE AND DRAFT SEAL AT HEAD AND JAMBS. INTERIOR WALL AND CEILING FINISHES SHALL BE NON-COMBUSTIBLE OR HAVE A FLAME SPREAD INDEX OF 0 TO 25; SMOKE-DEVELOPED INDEX 0-450. ALL DRAPES, HANGING CURTAINS AND OTHER DECORATIVE MATERIALS SHALL BE TREATED AND MAINTAINED IN A FLAME RETARDANT CONDITION. FIRE DAMPERS OR DOORS SHALL BE PROVIDED WHERE AIR DUCTS PENETRATE FIRE RATED WALLS OR CEILING AS PER CBC SECTION 716. SMOKE DAMPERS SHALL BE PROVIDED WHERE AIR DUCTS PENETRATE FIRE RATED WALLS OR CEILING AS PER CBC SECTION 716. EXTEND/MODIFY FIRE/LIFE SAFETY SYSTEM AS REQUIRED. EXTEND FIRE SPRINKLERS SYSTEM AS REQUIRED. FIRE SPRINKLER/OR FIRE SAFETY PLANS MUST BE SUBMITTED TO THE CITY FOR REVIEW AND APPROVAL PRIOR TO BUILDING PERMIT ISSUANCE. FIRE SPRINKLER SYSTEM PLAN MUST BE REVISED AND APPROVED BY THE CITIES FIRE DEPARTMENT PRIOR TO THE INSTALLATION OR MODIFICATION OF SPRINKLER SYSTEMS. PROVIDE EMERGENCY NOTIFICATION SYSTEM FOR THE HEARING AND VISUAL IMPAIRED PER A.D.A REQUIREMENTS. IN BUILDINGS WITH GROUP A2, B, OR M, OCCUPANCY THE MAIN EXTERIOR DOORS ARE PERMITTED TO BE EQUIPPED WITH KEY-OPERATED LOCKING DEVICES FROM THE EGRESS SIDE PROVIDED: THE LOCKING DEVICE IS READILY DISTINGUISHABLE AS LOCKED. A READILY VISIBLE DURABLE SIGN IS POSTED ON THE EGRESS SIDE ON OR ADJACENT TO THE DOOR STATINGTHIS DOOR TO REMAIN UNLOCKED WHEN BUILDING IS OCCUPIED” THE SIGN SHALL BE IN LETTERS 1 INCH HIGH ON A CONTRASTING BACK-GROUND, AND ALL LATCHES LOCKS IN UNLOCKED POSITION. THE USE OF THE KEY-OPERATED LOCKING DEVICE IS REVOCABLE BY THE BUILDING OFFICIAL FOR DUE CAUSE. NO THUMB-TURNS OR TURN-KNOBS ARE USED. NEO & Associates 2115 Huntington DriveSan Marino, CA 91108 626.590.1818 Date Issued SHEET TITLE Approval Stamp 2/ 1 3 / 2 0 2 3 1 1 : 3 5 : 2 2 A M G003G003 GENERALGENERAL NOTESNOTES AR C A D I A B U I L D I N G AR C A D I A B U I L D I N G 01/05/2023 80 2 - 8 0 6 S 1 S T A V E AR C A D I A C A 9 1 0 0 6 1028.1GENERAL. EXITS SHALL DISCHARGE DIRECTLY TO THE EXTERIOR OF THE BUILDING. THE EXIT DISCHARGE SHALL BE AT GRADE OR SHALL PROVIDE A DIRECT PATH OF EGRESS TRAVEL TO GRADE. THE EXIT DISCHARGE SHALL NOT REENTER A BUILDING. THE COMBINED USE OF EXCEPTIONS 1 AND 2 SHALL NOT EXCEED 50 PERCENT OF THE NUMBER AND MINIMUM WIDTH OR REQUIRED CAPACITY OF THE REQUIRED EXITS. EXCEPTIONS:1.NOT MORE THAN 50 PERCENT OF THE NUMBER AND MINIMUM WIDTH OR REQUIRED CAPACITY OF INTERIOR EXIT STAIRWAYS AND RAMPS IS PERMITTED TO EGRESS THROUGH AREAS ON THE LEVEL OF DISCHARGE PROVIDED THAT ALL OF THE FOLLOWING CONDITIONS ARE MET:1.1.DISCHARGE OF INTERIOR EXIT STAIRWAYS AND RAMPS SHALL BE PROVIDED WITH A FREE AND UNOBSTRUCTED PATH OF TRAVEL TO AN EXTERIOR EXIT DOOR AND SUCH EXIT IS READILY VISIBLE AND IDENTIFIABLE FROM THE POINT OF TERMINATION OF THE ENCLOSURE.1.2.THE ENTIRE AREA OF THE LEVEL OF EXIT DISCHARGE IS SEPARATED FROM AREAS BELOW BY CONSTRUCTION CONFORMING TO THE FIRE-RESISTANCE RATING FOR THE ENCLOSURE.1.3.THE EGRESS PATH FROM THE INTERIOR EXIT STAIRWAY AND RAMP ON THE LEVEL OF EXIT DISCHARGE IS PROTECTED THROUGHOUT BY AN APPROVED AUTOMATIC SPRINKLER SYSTEM. PORTIONS OF THE LEVEL OF EXIT DISCHARGE WITH ACCESS TO THE EGRESS PATH SHALL BE EITHER EQUIPPED THROUGHOUT WITH AN AUTOMATIC SPRINKLER SYSTEM INSTALLED IN ACCORDANCE WITH SECTION 903.3.1.1 OR 903.3.1.2, OR SEPARATED FROM THE EGRESS PATH IN ACCORDANCE WITH THE REQUIREMENTS FOR THE ENCLOSURE OF INTERIOR EXIT STAIRWAYS OR RAMPS.1.4.WHERE A REQUIRED INTERIOR EXIT STAIRWAY OR RAMP AND AN EXIT ACCESS STAIRWAY OR RAMP SERVE THE SAME FLOOR LEVEL AND TERMINATE AT THE SAME LEVEL OF EXIT DISCHARGE, THE TERMINATION OF THE EXIT ACCESS STAIRWAY OR RAMP AND THE EXIT DISCHARGE DOOR OF THE INTERIOR EXIT STAIRWAY OR RAMP SHALL BE SEPARATED BY A DISTANCE OF NOT LESS THAN 30 FEET (9144 MM) OR NOT LESS THAN ONE-FOURTH THE LENGTH OF THE MAXIMUM OVERALL DIAGONAL DIMENSION OF THE BUILDING, WHICHEVER IS LESS. THE DISTANCE SHALL BE MEASURED IN A STRAIGHT LINE BETWEEN THE EXIT DISCHARGE DOOR FROM THE INTERIOR EXIT STAIRWAY OR RAMP AND THE LAST TREAD OF THE EXIT ACCESS STAIRWAY OR TERMINATION OF SLOPE OF THE EXIT ACCESS RAMP.2.NOT MORE THAN 50 PERCENT OF THE NUMBER AND MINIMUM WIDTH OR REQUIRED CAPACITY OF THE INTERIOR EXIT STAIRWAYS AND RAMPS IS PERMITTED TO EGRESS THROUGH A VESTIBULE PROVIDED THAT ALL OF THE FOLLOWING CONDITIONS ARE MET:2.1.THE ENTIRE AREA OF THE VESTIBULE IS SEPARATED FROM AREAS BELOW BY CONSTRUCTION CONFORMING TO THE FIRE-RESISTANCE RATING OF THE INTERIOR EXIT STAIRWAY OR RAMP ENCLOSURE.2.2.THE DEPTH FROM THE EXTERIOR OF THE BUILDING IS NOT GREATER THAN 10 FEET (3048 MM) AND THE LENGTH IS NOT GREATER THAN 30 FEET (9144 MM).2.3.THE AREA IS SEPARATED FROM THE REMAINDER OF THE LEVEL OF EXIT DISCHARGE BY A FIRE PARTITION CONSTRUCTED IN ACCORDANCE WITH SECTION 708.EXCEPTION: THE MAXIMUM TRANSMITTED TEMPERATURE RISE IS NOT REQUIRED.2.4.THE AREA IS USED ONLY FOR MEANS OF EGRESS AND EXITS DIRECTLY TO THE OUTSIDE. OCCUPANCY NOTES NO. DESCRIPTION DATE CHAPTER 10 SECTION 1009 SECTION 1009 ACCESSIBLE MEANS OF EGRESS 1009.1 ACCESSIBLE MEANS OF EGRESS REQUIRED: ACCESSIBLE MEANS OF EGRESS SHALL COMPLY WITH SECTION, ACCESSIBLE SPACES SHALL BE PROVIDED WITH NOT LESS THAN ONE ACCESSIBLE MEANS OF EGRESS. WHERE MORE THAN ONE MEANS OF EGRESS ARE REQUIRED BY SECTION 1006.2 OR 1006.3 FROM ANY ACCESSIBLE SPACE, EACH ACCESSIBLE PORTION OF THE SPACE SHALL BE SERVED BY ACCESSIBLE MEANS OF EGRESS IN AT LEAST THE SAME NUMBER AS REQUIRED BY SECTION 1006.2 OR 1006.3. IN ADDITION TO THE REQUIREMENTS OF THIS CHAPTER, MEANS OF EGRESS, WHICH PROVIDE ACCESS TO, OR EGRESS FROM, BUILDINFOR PERSONS WITH DISABILITIES, SHALL ALSO COMPLY WITH THE REQUIREMENTS OF CHAPTER 11A OR 11B AS APPLICABLE. EXCEPTIONS:1. ACCESSIBLE MEANS IF EGRESS ARE NOT REQUIRED IN ALTERATIONS TO EXISTING BUILDINGS 2. ONE ACCESSIBLE MEANS OF EGRESS IS REQUIRED FROM AN ACCESSIBLE MEZZANINE LEVEL IN ACCORDANCEWITH SECTION 1009.3, 1009.4 OR 1009.5, AND CHAPTER 11A OR 11B, AS APPLICABLE. 3. IN ASSEMBLY AREAS WITH SLOPED OR STEPPED AISLES, ONE ACCESSIBLE MEANS OF EGRESS IS PERMITTED WHERE THE COMMON PATH OF TRAVEL IS ACCESSIBLE AND MEETS THE REQUIREMENTS IN SECTION 1028.8 AND CHAPTER 11A OR 11B, AS APPLICABLE. 1009.2 CONTINUITY AND COMPONENTS: EACH REQUIRED ACCESSIBLE MEANS OF EGRESS SHALL BE CONTINUOUSTO A PUBLIC WAY AND SHALL CONSIST OF ONE OR MORE OF THE FOLLOWING COMPONENTS. 2. INTERIOR EXIST STAIRWAYS COMPLYING WITH SECTIONS 1009.3 AND 1023 AND CHAPTER 11A SECTION 1123A OR CHAPTER 11B SECTIONS 11B-210 AND 11B-504, AS APPLICABLE. 3. INTERIOR EXIT ACCESS STAIRWAYS COMPLYING WITH SECTIONS 1009.3 AND 1019.3 OR 1019.4 CHAPTER 11A SECTION 1123A OR CHAPTER 11B, SECTIONS11B-210 AND 11B-504, AS APPLICABLE. 5. ELEVATORS COMPLYING WITH SECTION 1009.4 AND CHAPTER11B, SECTIONS 11B-206.6 AND 11B-407, AS APPLICABLE 7. HORIZONTAL EXITS COMPLYING WITH SECTION 10261009.9 SIGNAGE: SIGNAGE INDICATING SPECIAL ACCESIBILITY PROVISIONS SHALL BE PROVIDED AS SHOWN: 1. EACH DOOR PROVIDING ACCESSTO AN AREA OF REFUGE FROM AN ADJACENT FLOOR AREA SHALL BE IDENTIFIED BY A SIGN STATING: AREA OF REFUGE. 2. EACH DOOR PROVIDING ACCESS TO AN EXTERIOR AREA FOR ASSISTED RESCUE SHALL BE IDENTIFIED BY A SIGN STATING: EXTERIOR AREA FOR ASSISTED RESCUE. SIGNAGE SHALL COMPLY WITH CHAPTER 11 A, SECTION 1143A AND CHAPTER 11B, SECTION 11B-703.5 AS APPLICABLE, REQUIREMENTS FOR VISUAL CHARACTERS AND INCLUDE THE INTERNATIONAL SYMBOL OF ACCESSIBILITY COMPLYING WITH CHAPTER 11B, SECTION 11B-703.7.2.1. WHERE EXIT SIGN ILLUMINATION IS REQUIRED BY SECTION 1011.3, THE SIGNS SHALL BE ILLUMINATED. ADDITIONALLY, RAISED CHARACTER AND BRAILLE SIGNAGE COMPLYING WITH CHARACTER 11 A, SECTION 1143A AND CHAPTER 11B, SECTIONS 11B-703.1,11B—703.2, 11B-703.3 AND 11B-703.5, AND THE INTERNATIONAL SYMBOL OF ACCESSIBILITY COMPLYING WITH CHAPTER 11B, SECTION703.7.2.1, SHALL BE LOCATED AT EACH DOOR TO AN AREA OF REFUGE AND EXTERIOR AREA FOR ASSISTED RESCUE IN ACCORDANCE WITH SECTION 1013.4. 1009.10 DIRECTIONAL SIGNAGE: DIRECTION SIGNAGE COMPLYING WITH CHAPTER 11B, SECTION11B-703.5 INDICATING THE LOCATION OF THE OTHER MEANS OF EGRESS AND WHICH AREACCESSIBLE MEANS OF EGRESS SHALL BE PROVIDED AT THE FOLLOWING: 1. AT EXITS SERVING A REQUIRED ACCESSIBLE SPACE BUT NOT PROVIDING AN APPROVED ACCESSIBLE MEANS OEGRESS. 2. AT ELEVATOR LANDINGS. 3. WITHIN AREAS OF REFUGE. 1009.11 INSTRUCTIONS: IN AREAS OF REFUGE AND EXTERIOR ASSISTED RESCUE, INSTRUCTIONS ONTHE USE OF THE AREA UNDER EMERGENCY CONDITIONS SHALL BE POSTED. SIGNAGE SHALL COMPLY WITH CHAPTER 11 A, SECTION 1143A OR CHAPTER 11B, SECTION 11B-703.5 REQUIREMENTS FOR VISUAL CHARACTERS. THE INSTRUCTIONS SHALL INCLUDE ALL OF THE FOLLOWING: 1. PERSONS ABLE TO USE THE EXIT STAIRWAY DO SO AS SOON AS POSSIBLE, UNLESS THEY ARE ASSITING OTHERS. 2. INFORMATION ON PLANNED AVAILABILITY OF ASSISTANCE IN THE USE OF STAIRS OR SSUPERVISED OPERATIOOF ELEVATORS AND HOW TO SUMMON SUCH ASSISTANCE. 3. DIRECTIONS FOR USE OF THE TWO-WAY COMMINICATIONS SYSTEM WHERE PROVIDED. GENERAL NOTES 1. SEPARATE PERMIT SHALL BE OBTAINED FROM THE CITY PUBLIC WORKS DEPARTMENT PRIOR TO PLACEMENT OF ANY CONSTRUCTION MATERIALS OR EQUIPMENT IN THE PUBLIC WAY. 2. AT TIME OF PERMIT ISSUANCE, CONTRACTOR SHALL SHOW THEIR VALID WORKERS ’ COMPENSATIOINSURANCE CERTIFICATE. 3. ALL WORK SHALL CONFORM TO ALL REQUIREMENTS OF STATE OF CALIFORNIA TITLE 24 REGARDLESS OF THE INFORMATION INDICATED ON THESE PLANS. IT IS THE RESPONSIBILITY OF THE INDIVIDUAL SUPERVISING THE CONSTRUCTION TO ENSURE THAT THE WORK IS DONE IN ACCORDANCE WITH CODE REQUIREMENTS PRIOR TO REQUESTING INSPECTION. 4. EXCESS OR WASTE CONCRETE MAY NOT BE WASHED INTO THE PUBLIC WAY OR ANY OTHER DRAINAGE SYSTEM. PROVISIONS SHALL BE MADE TO RETAIN CONCRETE WASTES ON SITE UNTIL THEY CAN BE DISPOSED OF AS SOLID WASTE. 5. SOUTH COAST AIR QUALITY MANAGEMENT DISTRICT (SCAQMD) SHALL BE NOTIFIED IN ACCORDANCWITH CALIFORNIA STATE LAW PRIOR TO START OF ANY DEMOLITION, ADDITION AND/OR REMODEL WORK. THE SOUTH COAST AIR QUALITY MANAGEMENT DISTRICT OFFICE IS LOCATED AT 21865 COPLEY DRIVE IN DIAMOND BAR, PHONE NO. (909)396-2000. BE ADVISED, SCAQMD MAY REQUIRE A 10 DAY WAIT PERIOD PRIOR TO START OF WORK. FOR FURTHER INFORMATION VISIT:HTTP: //WWW. AQMD.GOV/DEFAULT.HTMSEDIMENTS AND OTHER MATERIALS MAY NOT BE TRACKED FROM THE SITE BY VEHICLE TRAFFIC.THE CONSTRUCTION ENTRANCE ROADWAYS MUST BE STABILIZED SO AS TO INHIBIT SEDIMENTS FROBEING DEPOSITED INTO THE PUBLIC WAY. ACCIDENTAL DEPOSITIONS MUST BE SWEPT UP IMMEDIATELY AND MAY NOT BE WASHED DOWN BY RAIN OR OTHER MEANS.STOCKPILES OF EARTH AND OTHER CONSTRUCTION RELATED MATERIALS MUST BE PROTECTED FROM BEING TRANSPORTED FROM THE SITE BY THE FORCES OF WIND OR WATER. TRASH AND CONSTRUCTION RELATED SOLID WASTES MUST BE DEPOSITED INTO A COVERED RECEPTACLE TO PREVENT CONTAMINATION OF RAINWATER AND DISPERSAL BY WIND.FUELS. OILS, SOLVENTS AND OTHER TOXIC MATERIALS MUST BE STORED IN ACCORDANCE WITH THEIR LISTING AND ARE NOT TO CONTAMINATE THE SOIL AND SURFACE WATERS. ALL APPROVED STORAGE CONTAINERS ARE TO BE PROTECTED FROM THE WEATHER. SPILLS MUST BE CLEANED UP IMMEDIATELY AND DISPOSED OF IN A PROPER MANNER. SPILLS MAY NOT BE WASHED INTO THE DRAINAGE SYSTEM. 6. THE ISSUANCE OF A PERMIT SHALL NOT PREVENT THE BUILDING OFFICIAL FROM REQUIRING THE CORRECTION OF ERRORS ON THESE PLANS OR FROM PREVENTING ANY VIOLATION OF THE CODES ADOPTED BY THE CITY, RELEVANT LAWS, ORDINANCES, RULES AND/OR REGULATIONS PLACEMENT OF ANY CONSTRUCTION MATERIALS OR EQUIPMENT IN THE PUBLIC WAY. 7. PEDESTRIAN TRAFFIC SHALL BE PROTECTED BY A FENCE AND CANOPY CONSTRUCTED IN ACCORDANCE WITH THE BUILDING CODE. PEDESTRIAN PROTECTION SHALL NOT BE ERECTED UNTIL A PERMIT HAS FIRST BEEN OBTAINED BY THE PUBLIC WORKS DEPARTMENT. PEDESTRIAN PROTECTION SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE BUILDING CODE SCAFFOLDING SHALL NOT BE INCORPORATED INTO THE PEDESTRIAN PROTECTION UNLESS IT COMPLIES WITH ALL CLEAR HEIGHT AND WIDTH REQUIREMENTS OF CALIFORNIA TITLE 24 DISABLED ACCESS REQUIREMENTS, AND THE AMERICANS WITH DISABILITIES ACT, (ADA). CONTRACTOR SHALL ASSUME ALL RESPONSIBILITY FOR REMOVAL ANDREPLACEMENT OF NON-COMPLYING PEDESTRIAN PROTECTION. 8. THE PROJECT SITE SHALL BE KEPT CONTINUOUSLY FENCED IN ACCORDANCE WITH THE CITY MUNICIPAL CODE UNTIL THE PROJECT IS FINALED OR APPROVAL TO REMOVE THE FENCE HASBEEN OBTAINED FROM THE CITY BUILDING DIVISION. 24 HOUR SECURITY SHALL BE PROVIDED ANY TIME THE FENCE CANNOT BE MAINTAINED INTACT. ADDITIONAL NOTES PRIOR TO USE, OCCUPANCY OR FINAL INSPECTION, EXISTING OR RETROFITTED 12-INCH SANS SERIF ADDRESSING SHALL BE VERIFIED BY THE CITY INSPECTOR GENERAL CONTRACTOR TO VERIFY ALL EXISTING LANDLORD COMMON UTILITIES FOUND WITHIN THE SPACE. THESE UTILITIES ARE NOT TO BE REMOVED OR RELOCATED WITH THE EXPRESS, WRITTEN CONSENT OF THE LANDLORD, IN ADVANCE OF ANY RELATED WORK. BIDDING CONTRACTORS ARE NOT TO CONTACT THE MALL MANAGEMENT. ALL BIDDING INQUIRIES MUST GO THROUGH TENANT REPRESENTATIVE. THE CONSTRUCTION SHALL NOT RESTRICT A FIVE- FOOT CLEAR AND UNOBSTRUCTED ACCESS TO ANY WATER OR POWER DISTRIBUTION FACILITIES, POWER POLES, PULL-BOXES TRANSFORMERS, VAULTS, PUMPS, VALVES, METERS, APPURTENANCES, ETC) OR TO THE LOCATION OF THE HOOK-UP. THE CONSTRUCTION SHALL NOT BE WITHIN TEN FEET OF ANY POWER LINES- WHEHER OR NOT THE LINES ARE LOCATED ON THE PROPERTY. FAILURE TO COMPLY MAY CAUSE CONSTRUCTION DELAYS AND/OR ADDITIONAL EXPENSES. DIV. 6 PLUMBING ELEMENTS + FACILITIES 11B-603 TOILET AND BATHING ROOMS 11603.2.1 TURNING SPACE: TURNING SPACE COMPLYING WITH SECTION 11B-304 SHALL BE PROVIDED WITHIN THE ROOM. 11B—603.2.2 OVERLAP: REQUIRED CLEAR FLOOR SPACES, CLEARANCE AT FIXTURES AND TURNING SPACE SHALL BE PERNITTED TO OVERLAP.11B—603.2.3 DOOR SWING: DOORS SHALL NOT SWING INTO THE CLEAR FLOOR SPACE OR CLEARANCE REQUIRED FOR ANY FIXTURE, OTHER THAN THE DOOR TO THE ACCESSIBLE WATER CLOSET COMPARTMENT, A DOOR IN ANY POSITION, MAY ENCROACH INTO THE TURNING SPACE BY 12 INCHES (305 MM) MAXIMUM.EXCEPTIONS:1. WHERE THE TOILET ROOM OR BATHING IS FOR INDIVIDUAL USE AND A CLEAR FLOOR SPACE COMPLYING WITH SECTION 11B-305.3 IS PROVIDED WITHIN THE FROM BEYOND THE ARC OF THE DOOR SWING, DOORS SHALL BE PERMITTED TO SWING INTO THE CLEAR FLOOR SPACE OR CLEARANCE REQUIRED FOR ANY FIXTURE.11B-603.3 MIRRORS: MIRRORS LOCATED ABOVE LAVATORIES OR COUNTERTOPS SHALL BE INSTALLED WITH THE BOTTOM EDGE OF THE REFLECTING SURFACE 40 INCHES MAXIMUM ABOVE THE FINISH FLOOR OR GROUND. MIRRORS NOT LOCATED ABOVE LAVATORIES OR COUNTERTOPS SHALL BE INSTALLED WITH THE BOTTOM EDGE OF THE REFLECTING SURFACE 35 INCHES MAXIMUM ABOVE THE FINISH FLOOR OR GROUND.11B-603.5 ACCESSORIES: WHERE TOWEL OR SANITARY NAPKIN DISPENSERS, WASTE RECEPTACLES, OR OTHER ACCESSORIES ARE PROVIDED IN TOILET FACILITIES, AT LEAST ONE OF EACH TYPE SHALL BE LOCATED ON AN ACCESSIBLE ROUTE, ALL OPERABLE PARTS, INCLUDING COIN SLOTS, SHALL BE 40 INCHES MAXIMUM ABOVE THE FINISH FLOOR 11B—604.2 WATER CLOSETS AND TOILET COMPARTMENTS11B—604.2 LOCATION: THE WATER CLOSET SHALL BE POSITIONED WITH A WALL OR PARTITION TO THE REAR AND TO ONE SIDE. THE CENTERLINE OF THE WATER CLOSET SHALL BE 17 INCHES MINIMUM TO 18 INCHES MAXIMUM FROM THE SIDE WALL OR PARTITION, EXCEPT THAT THE WATER CLOSET SHALL BE 17 INCHES MINIMUM TO 19 INCHES MAXIMUM FROM THE SIDE WALL OR PARTITION IN THE AMBULATORY ACCESSIBLE TOILET COMPARTMENT SPECIFIED IN SECTION 11B-608.8.2. WATER CLOSETS SHALL BE ARRANGED FOR A LEFT-HAND OR RIGHT HAND APPROACH.11B—604.3.1 SIZE: CLEARANCE AROUND A WATER CLOSET SHALL BE 60 INCHES MINIMUM MEASURED PERPENDICULAR FROM THE SIDE WALL AND 56 INCHES MINIMUM MEASURED PERPENDICULAR FROM THE REAR WALL. A MINIMUM 60 INCHES WIDE AND 48 INCHES DEEP MANEUVERING SPACE SHALL BE PROVIDED IN FRONT OF THE WATER CLOSET.11B—604.3.3 OVERLAP: THE REQUIRED CLEARANCE AROUND THE WATER CLOSET SHALL BE PERMITTED TO OVERLAP THE WATER CLOSET, ASSOCIATED GRAB BARS, DISPENSERS, SANITARY NAPKIN DISPOSAL, UNITS, COAT HOOKS, SHELVES, OTHER FIXTURES OR OBSTRUCTIONS SHALL BE LOCATED WITHIN THE REQUIRED WATER CLOSET CLEARANCE.11B—604.5 GRAB BARS: GRAB BARS FOR WATER CLOSETS SHALL COMPLY WITH SECTION 11B-609. GRAB BARS SHALL BE PROVIDED ON THE SIDE WALL CLOSET TO THE WATER CLOSET AND ON THE REAR WALL WHERE SEPARATE GRAB BARS ARE REQUIRED ON ADJACENT WALLS AT A COMMON MOUNTING HEIGHT, AN L SHAPED GRAB BAR MEETING THE DIMENSIONAL REQUIREMENTS OF SECTIONS 11B-604.5.1 AND 11B-604.5.2 SHALL BE PERMITTED.11B—604.5.1 SIDE WALL: THE SIDE WALL GRAB BAR SHALL BE 42 INCHES LONG MINIMUM LOCATED 12 INCHES MAXIMUM FROM THE REAR WALL EXTENDING 54 INCHES MINIMUM FROM THE REAR WALL WITH THE FRONT END POSITIONED 24 INCHES MINIMUM IN FRONT OF THE WATER CLOSET.11B—604.5.2 REAR WALL: THE REAR WALL GRAB BAR SHALL BE 36 INCHES LONG MINIMUM AND EXTEND FROM THE CENTERLINE OF THE THE WATER CLOSET 12 INCHES MINIMUM ON ONE SIDE AND 24 INCHES MINIMUM ON THE OTHER SIDEEXCEPTIONS:1. THE REAR GRAB BAR SHALL BE PERMITTED TO BE 24 INCHES LONG MINIMUM, CENTERED ON THE WATER CLOSET, WHERE WALL SPACE DOES NOT PERMIT A LENGTH OF 36 INCHES MINIMUM DUE TO THE LOCATION OF A RECESSED FIXTURE ADJACENT TO THE WATER CLOSET.2. WHERE AN ADMINISTRATIVE AUTHORITY REQUIRES FLUSH CONTROLS FOR FLUSH VALVES TO BE LOCATED IN A POSITION CONFLICTS WITH THE LOCATION OF THE REAR GRAB BAR, THEN THE REAR GRAB BAR SHALL BE PERMITTED TO BE SPLIT,OR SHIFTED TO THE OPEN SIDE OF THE TOILET AREA.11B—604.7 FLUSH CONTROLS: FLUSH CONTROLS SHALL BE HAND OPERATED OR AUTOMATIC. HAND OPERATED FLUSH CONTROLS SHALL COMPLY WITH SECTION 11B-309 EXCEPT THEY SHALL BE LOCATED 44 INCHES MAXIMUM ABOVE THE FLOOR FLUSH CONTROLS SHALL BE LOCATED ON THE OPEN SIDE OF THE WATER CLOSET EXCEPT IN AMBULATORY ACCESSIBLE COMPARTMENTS COMPLYING WITH SECTION 11B-607.8.211B—607.47 DISPENSERS: TOILET PAPER DISPENSERS SHALL COMPLY WITH SECTION 11B-309.4 AND SHALL BE 7 INCHES MINIMUM AND 9 INCHES MAXIMUM IN FRONT OF THE WATER CLOSEET MEASURED TO THE CENTERLINE OF THE DISPENSER. THE OUTLET OF THE DISPENSER SHALL BE BELOW THE GRAB BAR, 19 INCHES MINIMUM ABOVE THE FINISH FLOOR AND SHALL NOT BE LOCATED BEHIND GRAB BARS. DISPENSERS SHALL NOT BE OF A TYPE THAT CONTROLS THE DELIVERY OR THAT DOES NOT ALLOW CONTINUOUS PAPER FLOW.11B—608.8 TOILET COMPARTMENTS: WHEELCHAIR ACCESSIBLE TOILET COMPARTMENTS SHALL MEET THE REQUIREMENTS OF SECTIONS 11B—604.8.1 AND 11B-604.8.3. COMPARTMENTS CONTAINING MORE THAN ONE PLUMBING FIXTURE SHALL COMPLY WITH SECTION 11B-603. AMBULATORY ACCESSIBLE COMPARTMENTS SHALL COMPLY WITH SECTIONS 11B-604.8.2 AND 11B—604.8.311B—604.8.1 WHEELCHAIR ACCESSIBLE COMPARTMENTS: WHEELCHAIR ACCESSIBLE COMPARTMENTS SHALL COMPLY WITH SECTION 11B—604.8.111B—604.8.1.1 SIZE: WHEELCHAIR ACCESSIBLE COMPARTMENT SHALL BE 60 INCHES WIDE MINIMUM MEASURED PERPENDICULAR TO THE SIDE WALL, AND 56 INCHES INCHES DEEP MINIMUM FOR ALL WALL HUNG WATER CLOSETS AND 59 INCHES DEEP MINIMUM FOR FLOOR MOUNTED WATER CLOSETS MEASURED PERPENDICULAR TO THE REAR WALL WHEELCHAIR ACCESSIBLE COMPARTMENTS FOR CHILDREN USE SHALL BE 60 INCHES WIDE MINIMUM MEASURED PERPENDICULAR TO THE SIDE WALL AND 59 INCHES DEEP MINIMUM FOR WALL HUNG AND FLOOR MOUNTED WATER CLOSETS MEASURED PERPENDICULAR TO THE REAR WALL.11B—604.8.1.1.1 MANEUVERING SPACE WITH IN SWINGING DOOR: IN A WHEELCHAIR ACCESSIBLE COMPARTMENT WITH AN IN SWINGING DOOR, A MINIMUM 60 INCHES WIDE BY 36 INCHES DEEP MANEUVERING SPACE SHALL BE PROVIDED IN FRONT OF THE CLEARANCE REQUIRED IN SECTION 11B-604.8.1.111B—604.8.1.1.2 MANEUVERING SPACE WITH SIDE OPENING DOOR: IN A WHEELCHAIR ACCESSIBLE COMPARTMENT WITH A SIDE OPENING DOOR, EITHER IN SWINGING OR OUT SWINGING, A MINIMUM 60 INCHES WIDE AND 60 INCHED DEEP MANEUVERING SPACE SHALL BE PROVIDED IN FRONT OF THE WATER CLOSET.11B—604.8.1.1.3 MANEUVERING SPACE WITH END OPENING DOOR: IN A WHEELCHAIR ACCESSIBLE COMPARTMENT WITH AN END-OPENING DOOR (FACING THE WATER CLOSET) EITHER IN-SWINGING OR OUT-SWINGING, A MINIMUM 60 INCHES WIDE AND 48 INCHES DEEP MANEUVERING SPACE SHALL BE PROVIDED IN FRONT OF THE WATER CLOSET.11B—604.8.1.2 DOORS: TOILET COMPARTMENT DOORS, INCLUDING DOOR HARDWARE, SHALL COMPLY WITH SECTION 11B-404 EXCEPT THAT IF THE APPROACH IS FROM THE PUSH SIDE OF THE COMPARTMENT DOOR, CLEARANCE BETWEEN THE DOOR SIDE OF THE COMPARTMENT AND ANY OBSTRUCTION SHALL BE 48 INCHES MINIMUM MEASURED PERPENDICULAR TO THE COMPARTMENT DOOR IN ITS CLOSED POSITION. DOORS SHALL BE LOCATED IN THE FRONT PARTITION, THE DOOR OPENING SHALL BE 4 INCHES MAXIMUM FROM THE WATER CLOSET. WHERE LOCATED FARTHEST FROM THE WATER CLOSET. WHERE LOCATED IN THE SIDE WALL OR PARTITION, THE DOOR OPENING SHALL BE 4 INCHES MAXIMUM FROM THE FRONT PARTITION THE DOOR SHALL BE SELF-CLOSING, A DOOR PULL COMPLYING WITH SECTION 11B-404.2.7 SHALL BE PLACED ON BOTH SIDES OF THE DOOR NEAR THE LATCH. DOORS SHALL NOT SWING INTO THE CLEAR FLOOR SPACE OR CLEARANCE REQUIRED FOR ANY FIXTURE. DOORS MAY SWING INTO THAT POSITION OF MANEUVERING SPACE, WHICH DOES NOT OVERLAP THE CLEARANCE REQUIRED AT A WATER CLOSET.EXCEPTION:1. WHEN LOCATED AT THE SIDE OF A TOILET COMPARTMENT, THE TOILET COMPARTMENT DOOR OPENING SHALL PROVIDE A CLEAR WIDTH OF 34 INCHES.11B—604.8.1.3 APPROACH: COMPARTMENTS SHALL BE ARRANGED FOR LEFT-HAND OR RIGHT HAND APPROACH TO THE WATER CLOSET.11B—604.8.1.4 TOE CLEARANCE: AT LEAST ONE SIDE PARTITION SHALL PROVIDE A TOE CLEARANCE OF 9 INCHES MINIMUM ABOVE THE FINISH FLOOR AND 6 INCHES DEEP MINIMUM BEYOND THE COMPARTMENT-SIDE FACE OF THE PARTITION, EXCLUSIVE OF PARTITION SUPPORT MEMBERS. PARTITION COMPONENTS AT TOE CLEARANCES SHALL BE SMOOTH WITHOUT SHARP EDGES OR ABRASIVE SURFACES.EXCEPTION;1. TOE CLEARANCE AT THE SIDE PARTITION IS NOT REQUIRED IN A COMPARTMENT GREATER THAN 66 INCHES WIDE.11B—604.8.1.5 GRAB BARS: GRAB BARS SHALL COMPLY WITH SECTION 11B-609. ASIDE-WALL GRAB BAR COMPLYING WITH SECTION 11B—604.5.1 SHALL BE PROVIDED AND SHALL BE LOCATED ON THE WALL CLOSEST TO THE WATER CLOSET IN ADDITION A REAR-WALL GRAB BAR COMPLYING WITH SECTION 11B-604.5.2 SHALL BE PROVIDE WHERE SEPARATE GRAB BARS ARE REQUIRED ON ADJACENT WALLS AT A COMMON MOUNTING HEIGHT AN L-SHAPED GRAB BAR MEETING THE DIMENSIONAL; REQUIREMENTS OF SECTIONS 11B-604.5.1 AND 11B-604.5.2 SHALL BE PERMITTED. DIV. 6 PLUMBING ELEMENTS + FACILITIES CONTINUED 11B-606 LAVATORIES AND SINKS11B-606.2 CLEAR FLOOR SPACE: A CLEAR FLOOR SPACE COMPLYING WITH SECTION 11B-305, POSITIONED FOR A FORWARD APPROACH, AND KNEE AND TOE CLEARANCE COMPLYING WITH SECTION 11B-306 SHALL BE PROVIDED.EXCEPTIONS:2. RESERVED4. A KNEE CLEARANCE OF 24 INCHES MINIMUM ABOVE THE FINISH FLOOR OR GROUND SHALL BE PERMITTED AT LAVATORIES AND SINKS USED PRIMARILY BY CHILDREN 5 THROUGH 12 YEARS WHERE THE RIM OR COUNTER SURFACE IS 31 INCHES MAXIMUM ABOVE THE FINISH FLOOR OR GROUND5. A PARALLEL APPROACH COMPLYING WITH SECTION 11B-305 SHALL BE PERMITTED TO LAVATORIES AND SINKS USED PRIMARILY BY CHILDREN 5 YEARS AND YOUNGER.6. THE DIP OF THE OVERFLOW SHALL NOT BE CONSIDERED IN DETERMINING KNEE AND TOE CLEARANCES.7. NO MORE THAN ONE BOWL OF A MULTI-BOWL SINK SHALL BE REQUIRED TO PROVIDE KNEE AND TOE CLEARANCE COMPLYING WITH SECTION 11B-306.11B-606.3 HEIGHT: LAVATORIES AND SINKS SHALL BE INSTALLED WITH THE FRONT OF THE HIGHER OF THE RIM OR COUNTER SURFACE 34 INCHES MAXIMUM ABOVE THE FINISH FLOOR OR GROUND.11B—606.4 FAUCETS: CONTROLS FOR FAUCETS SHALL COMPLY WITH SECTION 11B-309. HAND-OPERATED METERING FAUCETS SHALL REMAIN OPEN FOR 10 SECONDS MINIMUM.11B—606.5 EXPOSED PIPES AND SURFACES: WATER SUPPLY AND DRAIN PIPES UNDER LAVATORIES AND SINKS SHALL BE INSULATED OR OTHERWISE CONFIGURED TO PROTECT AGAINST CONTACT. THERE SHALL BE NO SHARP OR ABRASIVE SURFACES UNDER LAVATORIES OR SINKS.11B—606.6 ADJACENT SIDE WALL OR PARTITION: LAVATORIES, WHEN LOCATED ADJACENT TO A SIDE WALL OR PARTITION, SHALL BE A MINIMUM OF 18 INCHES TO THE CENTERLINE OF THE FIXTURE.11B—606.7 SINK DEPTH: SINKS SHALL BE 6-1/2 INCHES DEEP MAXIMUM.11B-609 GRAB BARS11B—609.2.1 CIRCULAR CROSS SECTION: GRAB BARS WITH CIRCULAR CROSS SECTIONS SHALL HAVE AN OUTSIDE DIAMETER OF 1-1/4 INCHES MINIMUM AND 2 INCHES MAXIMUM.11B-609.3 SPACING: THE SPACE BETWEEN THE WALL AND THE GRAB BAR SHALL BE 1-1/2 INCHES. THE SPACE BETWEEN THE GRAB BAR AND PROJECTING OBJECTS BELOW AND AT THE ENDS SHALL BE 1-1/2 INCHES MINIMUM. THE SPACE BETWEEN THE GRAB BAR AND PROJECTING OBJECTS ABOVE SHALL BE 12 INCHES MINIMUM.EXCEPTIONS:1. THE SPACE BETWEEN THE GRAB BARS AND SHOWER CONTROLS, SHOWER FITTINGS, AND OTHER GRAB BARS ABOVE SHALL BE PERMITTED TO BE 1-1/2 INCHES MINIMUM2. FOR L-SHAPED OR U-SHAPED GRAB BARS COMPLYING WITH SECTION 11B-609.9 THE SPACE BETWEEN THE WALLS AND THE GRAB BARS SHALL BE 1-1/25 INCHES MINIMUM FOR A DISTANCE OF 6 INCHES ON EITHER SIDE OF THE INSIDE CORNER BETWEEN TWO ADJACENT WALL SURFACES.11B-609.4 POSITION OF GRAB BARS: GRAB BARS SHALL BE INSTALLED IN A HORIZONTAL POSITION 33 INCHES MINIMUM AND 36 INCHES MAXIMUM ABOVE THE FINISH FLOOR MEASURED TO THE TOP OF THE GRIPPING SURFACE, EXCEPT THAT AT WATER CLOSETS FOR CHILDREN’S USE COMPLYING WITH SECTION 11B-604.9, GRAB BARS SHALL BE INSTALLED IN A HORIZONTAL POSITION 18 INCHES MINIMUM AND 27 INCHES MAXIMUM ABOVE THE FINISH FLOOR MEASURED TO THE TOP OF THE GRIPPING SURFACE. THE HEIGHT OF THE LOWER GRAB BAR ON THE BACK WALL OF A BATH TUB SHALL COMPLY WITH SECTIONS 11B —607.4.1.1 AND 11B-607.4.2.111B—609.5 SURFACE HAZARDS: GRAB BARS AND ANY WALL OR OTHER SURFACES ADJACENT TO GRAB BARS SHALL BE FREE OF SHARP OR ABRASIVE ELEMENTS AND SHALL HAVE ROUNDED EDGES.11B—609.6 FITTINGS: GRAB BARS SHALL NOT ROTATE WITHIN THEIR FITTINGS11B—609.7 INSTALLATION: GRAB BARS SHALL BE INSTALLED IN ANY MANNER THAT PROVIDES A GRIPPING SURFACE AT THE SPECIFIED LOCATIONS AND THAT DOES NOT OBSTRUCT THE REQUIRED CLEAR FLOOR SPACE.11B—609.8 STRUCTURAL STRENGTH: ALLOWABLE STRESSES SHALL NOT BE EXCEEDED FOR MATERIALS USED WHEN A VERTICAL OR HORIZONTAL FORCE OF 250 POUNDS IS APPLIED AT ANY POINT ON THE GRAB BAR. FASTENER, MOUNTING DEVICE, OR SUPPORTING STRUCTURE. DIV. 4 ACCESSIBLE ROUTES 11B-ACCESSIBLE ROUTES11B-402.2 COMPONENTS: ACCESSIBLE ROUTES SHALL CONSIST OF ONE OR MORE OF THE FOLLOWING COMPONENTS: WALKING SURFACES WITH A RUNNING SLOPE NOT STEEPER THAN 1:20, DOORWAYS, RAMPS, CURB RAMPS EXCLUDING THE FLARED SIDES, ELEVATORS AND PLATFORM LIFTS. ALL COMPONENTS OF AN ACCESSIBLE ROUTE SHALL COMPLY WITH THE APPLICABLE REQUIREMENTS OF DIVISION 411B-403 WALKING SURFACES11B—403.3 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 1:48EXCEPTION:1. THE RUNNING SLOPE OF SIDEWALKS SHALL NOT EXCEED THE GENERAL GRADE ESTABLISHED FOR THE ADJACENT STREET OR HIGHWAY.11B-403.4 CHANGES IN LEVEL: CHANGES IN LEVEL SHALL COMPLY WITH SECTION 11B-30311B-403.5 CLEARANCES: WALKING SURFACES SHALL PROVIDE CLEARANCES COMPLYING WITH SECTION 11B-403.5EXCEPTIONS:1. THE CLEAR WIDTH SHALL BE PERMITTED TO BE REDUCED TO 32 INCHES MINIMUM FOR A LENGTH OF 24 INCHES MAXIMUM PROVIDED THAT REDUCED WIDTH SEGMENTS ARE SEPARATED BY SEGMENTS THAT ARE 48 INCHES LONG MINIMUM AND 36 INCHES WIDE MINIMUM.2. THE CLEAR WIDTH FOR WALKING SURFACES IN CORRIDORS SERVING AN OCCUPANT LOAD OF 10 OR MORE SHALL BE 44 INCHES MINIMUM.3. THE CLEAR WIDTH FOR SIDEWALKS AND WALKS SHALL BE 48 INCHES MINIMUM. WHEN BECAUSE OF RIGHT-OF-WAY RESTRICTIONS, NATURAL BARRIERS OR OTHER EXISTING CONDITIONS, THE ENFORCING AGENCY DETERMINES THAT COMPLIANCE WITH THE 48-INCH CLEAR SIDEWALK WIDTH WOULD CREATE AN UNREASONABLE HARDSHIP, THE CLEAR WIDTH MAY BE REDUCED TO 36 INCHES.4. THE CLEAR WIDTH FOR AISLES SHALL BE 36 INCHES MINIMUM IF SERVING ELEMENTS ON ONLY ONE SIDE, AND 44 INCHES MINIMUM IF SERVING ELEMENTS ON BOTH SIDES.5. THE CLEAR WIDTH FOR ACCESSIBLE ROUTES TO ACCESSIBLE TOILET COMPARTMENTS SHALL BE 44 INCHES EXCEPT FOR DOOR OPENINGS WIDTHS AND DOOR SWINGS.11B—403.5.2 CLEAR WIDTH AT TURN: WHERE THE ACCESSIBLE ROUTE MAKES A 180 DEGREE TURN AROUND AN ELEMENT WHICH IS LESS THAN 48 INCHES WIDE, CLEAR WIDTH SHALL BE 42 INCHES MINIMUM APPROACHING THE TURN, 48 INCHES MINIMUM AT THE TURN AND 42 INCHES MINIMUM LEAVING THE TURN.EXCEPTION:1. WHERE THE CLEAR WIDTH AT THE TURN IS 60 INCHES MINIMUM COMPLIANCE WITH SECTION 11B-403.25.2 SHALL NOT BE REQUIRED.11B—406.5.3 PASSING SPACES: AN ACCESSIBLE ROUTE WITH CLEAR WIDTH LESS THAN 60 INCHES SHALL PROVIDE PASSING WITHSPACES AT INTERVALS OF 200 FEET MAXIMUM. PASSING SPACES SHALL BE EITHER: A SPACE 60 INCHES MINIMUM BY 60 INCHES MINIMUM; OR, AN INTERSECTION OF TWO WALKING SURFACES PROVIDING A T SHAPED SPACE COMPLYING SECTION 11B—304.3.2 WHERE THE BASE AND ARMS OF THE T SHAPED SPACE EXTEND 48 INCHES MINIMUM BEYOND THE INTERSECTION.11B403.6 HANDRAILS: WHERE HANDRAILS ARE PROVIDED ALONG WALKING SURFACES WITH RUNNING SLOPES NOT STEEPER THAN 1:20 THEY SHALL COMPLY WITH SECTION 11B-505.11B—403.7 CONTINUOUS GRADIENT: ALL WALKS WITH CONTINUOUS GRADIENTS SHALL HAVE RESTING AREAS, 60 INCHES IN LENGTH AT INTERVALS OF 400 FEET 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. GATES INTENDED FOR USER PASSAGE SHALL COMPLY WITH SECTION 11B-404.211B—404.2.1 REVOLVING DOORS, GATES, AND TURNSTILES: REVOLVING DOORS, REVOLVING GATES AND TURNSTILES SHALL NOT BE PART OF AN ACCESSIBLE ROUTE.11B—404.2.2 DOUBLE-LEAF DOORS AND GATES: AT LEAST ONE OF THE ACTIVE LEAVES OF DOORWAYS WITH TWO LEAVES SHALL COMPLY WITH SECTIONS 11B-404.2.3 AND 11B-404.2.411B—404.2.3 CLEAR WIDTH: DOOR OPENINGS SHALL PROVIDE A CLEAR WIDTH OF 32 INCHES MINIMUM. CLEAR OPENINGS OR 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 DEEP SHALL PROVIDE A CLEAR OPENING OF 36 INCHES MINIMUM. THERE SHALL BE NO PROJECTIONS INTO THE REQUIRED CLEAR OPENING WIDTH LOWER THAN 34 INCHES ABOVE THE FINISH FLOOR OR GROUND. PROJECTIONS INTO THE CLEAR OPENING WIDTH BETWEEN 34 INCHES AND 80 INCHES ABOVE THE FINISH FLOOR OR GROUND SHALL NOT EXCEED 4 INCHES.EXCEPTIONS:1. IN ALTERATIONS, A PROJECTION OF 5/8 INCH 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 MINIMUM ABOVE THE FINISH FLOOR OR GROUND.3. DOORS, DORRWAYS, AND GATES NOT PROVIDING FULL USER PASSAGE SHALL PROVIDE A CLEAR WIDTH OF 20 INCHES MIN.11B—404.2.43 RECESSED DOORS AND GATES: MANEUVERING CLEARANCES FOR FORWARD APPROACH SHALL BE PROVIDED WHEN ANY OBSTRUCTION WITHIN 18 INCHES OF THE LATCH SIDE AT AN INTERIOR DOORWAY, OR WITHIN 24 INCHES OF THE LATCH SIDE OF AN EXTERIOR DOORWAY, PROJECTS MORE THAN 8 INCHES BEYOND THE FACE OF THE DOOR, MEASURED PERPENDICULAR TO THE CLEAR FACE OF THE DOOR.11B-404.2.4.4 FLOOR OR GROUND SURFACE: FLOOR OR GROUND SURFACE WITHIN REQUIRED MANEUVERING CLEARANCES COMPLY WITH SECTION 11B0-302. CHANGES IN LEVEL ARE NOT PERMITTED.EXCEPTIONS:1. SLOPES NOT STEEPER THAN 1:48 SHALL BE PERMITTED2. CHANGES IN LEVEL AT THRESHOLDS COMPLYING WITH SECTION 11B-404.2.5 SHALL BE PERMITTED11B—404.2.5 THRESHOLDS: THRESHOLDS, IF PROVIDED AT DOORWAYS SHALL BE 1/2 INCH HIGH MAXIMUM. RAISED THRESHOLDS AND CHANGES IN LEVEL AT DOORWAYS SHALL COMPLY WITH SECTIONS 11-302 AND 11B-303 11B—404.2.6 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 MINIMUM PLUS THE WIDTH OF THE DOORS OR GATES SWINGING INTO THE SPACE. DIV. 4 ACCESSIBLE ROUTES CONTINUED 11B-404.2.7 DOOR AND GATE HARDWARE: HANDLES, PULLS, LATCHES, LOCKS, AND OTHER OPERABLE PARTS ON DOORS AND GATES SHALL COMPLY WITH SECTION 11B-309.4. OPERABLE PARTS OF SUCH HARDWARE SHALL BE 34 INCHES MINIMUM AND 44 INCHES MAXIMUM ABOVE THE FINISH FLOOR OR GROUND. WHERE SLIDING DOORS ARE IN FULLY OPEN POSITION, OPERATING HARDWARE SHALL BE EXPOSED AND USEABLE 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 MAXIMUM ABOVE THE FLOOR OR GROUND PROVIDED SELF-LATCHING DEVICES ARE NOT ALSO SEL-LOCKING DEVICES OPERABLE BY MEANS OF A KEY, ELECTRONIC OPENER, OR INTEGRAL COMBINATION LOCK.11B—404.2.8 CLOSING SPEED: DOOR AND GATE CLOSING SPEED SHALL COMPLY WITH SECTION 11B-404.2.8 11B—404.2.81 DOOR CLOSERS AND GATE CLOSERS: DOOR CLOSERS AND GATE CLOSERS HALL 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.11B-404.2.8.2 SPRING HINGES: 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.11B—404.2.9 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 MAXIMUM2. SLIDING OR FOLDING DOORS: 5 POUND MAXIMUM3. REQUIRED FIRE DOORS: THE MINIMUM OPENING FORCE ALLOWABLE BY THE APPROPRIATE ADMINISTRATIVE AUTHORITY, NOT TO EXCEED 15 POUNDS MAXIMUM.4. EXTERIOR HINGED DOORS: 5 POUNDS MAXIMUMTHE 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. EXTERIOR DOORS TO MACHINERY SPACES INCLUDING BUT NOT LIMITED TO, ELEVATOR PITS OR ELEVATOR PENTHOUSES; MECHANICAL, ELECTRICAL OR COMMUNICATIONS EQUIPMENT ROOMS; PIPING OR EQUIPMENT CATWALKS; ELECTRICAL SUBSTATIONS AND TRANSFORMERS VAULTS; AND HIGHWAY AND TUNNEL UTILITY FACILITIES.2. 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. THE POWERED LEAF(S) SHALL BE LOCATED CLOSEST TO THE ACCESSIBLE ROUTE.A. POWERED DOORS HALL COMPLY WITH SECTION 11B-404.3. POWERED DOORS SHALL BE FULLY AUTOMATIC DOORS COMPLYING WITH BUILDERS HARDWARE MANUFACTURERS ’ ASSOCIATION (BHMA) A156.10 OR LOW ENERGY OPERATED DOORSCOMPLYING 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 BATTERY OR BACK UP GENERATOR. THE BACK UP POWER SOURCE SHALL BE ABLE TO CYCLE THE DOOR A MINIMUM OF 100 CYCLES.C. SIGNAGE IDENTIFYING THE ACCESSIBLE ENTRANCE REQUIRED BY SECTION 11 B-216.6 SHALL BE PLACED ON, OR IMMEDIATELY ADJACENT TO, EACH POWERED DOOR SIGNAGE SHALL BE PROVIDED IN COMPLIANCE WITH BHMA A156.10 OR BHMA156.19 AS APPLICABLE.D. IN ADDITION TO THE REQUIREMENTS OF ITEM C WHERE A POWERED DOOR IS PROVIDED IN BUILDING OR FACILITIES CONTAINING ASSEMBLY OCCUPANCIES OF 300 OR MORE, A SIGN DISPLAYING THE INTERNATIONAL SYMBOL OF ACCESSIBILITY MEASURING 6 INCHES BY 6 INCHES COMPLYING WITH SECTION 11B-703.7, SHALL BE PROVIDED ABOVE THE DOOR ON BOTH INTERIOR AND EXTERIOR SIDES OF EACH POWERED DOOR.11B—404.2.10 DOOR AND GATE SURFACES: SWINGING DOOR AND GATE SURFACES WITHIN 10 INCHES OF THE FINISH FLOOR OR GROUND MEASURED VERTICALLY SHALL HAVE A SMOOOTH SURFACE ON THE PUSH SIDE EXTENDING THE FULL WIDTH OF DOOR OR GATE. PARTS CREATING HORIZONTAL OR VERTICAL JOINTS IN THESE SURFACES SHALL BE WITHIN 1/16 INCH 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-404.2.102. 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 BOTTOM SMOOTH SURFACE HEIGHT REQUIREMENTS.3. DOORS ANDGATES THAT DO NOT EXTEND WITHIN 10 INCHES OF THE FINISH FLOOR OR GROUND SHALL NOT BE REQUIRED TO COMPLY WITH SECTION 11B-404.2.1011B—404.2.11 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 MAXIMUM ABOVE THE FINISH FLOOR.EXCEPTION:1. GLAZING PANELS WITH THE LOWEST PART MORE THAN 66 INCHES FROM THE FINISH FLOOR OR GROUND SHALL NOT BE REQUIRED TO COMPLY WITH SECTION 11B-404.2.11 DIV. 4 ACCESSIBLE ROUTES SECTION 1009 ACCESSIBLE MEANS OF EGRESS: 1009.1 ACCESSIBLE MEANS OF EGRESS SHALL COMPLY WITH THIS SECTION. ACCESSIBLE SPACES SHALL BE PROVIDED WITH NO LESS THAN ONE ACCESSIBLE MEANS OF EGRESS. WHERE MORE THAN ONE MEANS OF EGRESS ARE REQUIRED BY SECTION 1006.2 OR 1006.3 FROM ANY ACCESSIBLE SPACE, EACH ACCESSIBLE PORTION OF THE SPACE SHALL BE SERVED BY ACCESSIBLE MEANS OF EGRESS IN AT LEAST THE SAME NUMBER AS REQUIRED BY SECTION 1006.2 OR 1006.3. IN ADDITION TO THE REQUIREMENTS OF THE CHAPTER, MEANS OF EGRESS WHICH PROVIDE ACCESS TO, OR EGRESS FROM, BUILDINGS FOR PERSONS WITH DISABILITIES, SHALL ALSO COMPLY WITH THE REQUIREMENTS OF CHAPTER 11A OR 11B AS APPLICABLE. EXCEPTIONS:1. ACCESSIBLE MEANS OF EGRESS ARE NOT REQUIRED IN ALTERATIONS TO EXISTING BUILDINGS2. ONE ACCESSIBLE MEANS OF EGRESS IS REQUIRED FROM AN ACCESIBLE MEZZANINE LEVEL IN ACCORDANCE WITH SECTION 1009.3, 1009.4 OR 1009.5, AND CHAPTER 11A OR 11B, AS APPLICABLE.3. IN ASSEMBLY AREAS WITH SLOPED OR STEPPED AISLES, ONE ACCESSIBLE MEANS OF EGRESS IS PERMITTED WHERE THE COMMON PATH OF TRAVEL IS ACCESIBLE AND MEETS THE REQUIREMENTS IN SECTION 1028.8, AND CHAPTER 11A OR 11B, AS APPLICABLE. 1009.2 CONTINUITY AND COMPONENTS: EACH REQUIRED ACCESIBLE MEANS OF EGRESS SHALL BE CONTINUOUS TO A PUIBLIC WAY AND SHALL CONSIST OF ONE OR MORE OF THE FOLLOWING COMPONENTS:A. INTERIOR EXIT STAIRWAYS COMPLYING WITH SECTIONS 1009.3 AND 1023, AND CHAPTER 11 A, SECTION 1123A, OR CHAPTER 11B, SECTIONS 11B-210 AND 11B-210 AND 11B-504, AS APPLICABLE.B. INTERIOR EXIT ACCESS STAIRWAYS COMPLYING WITH SECTIONS 1009.3 AND 1019.3 OR 1019.4, CHAPTER 11 A, SECTION 1123A, OR CHAPTER 11B, SECTIONS 11B-210 AND 11B-504, AS APPLICABLE.C. HORIZONTAL EXITS COMPLYING WITH SECTION 10261009.9 SIGNAGE: SIGNAGE INDICATING SPECIAL ACCESSIBILITY PROVISIONS SHALL BE PROVIDED ASSHOWN:1. ALL EXITS ARE TO BE OPENABLE FROM INSIDE WITHOUT THE USE OF A KEY OR SPECIAL KNOWLEDGE.2. IN GROUP B OCCUPANCIES PROVIDE A SIGN ON OR NEAR EXIT DOORS READING ” THIS DOOR TO REMAIN UNLOCKED DURING BUSINESS HOURS”. THIS SIGN IS ONLY ALLOWED AT THE MAIN EXIT.3. THE MEANS OF EGRESS, INCLUDING THE EXIT DISCHARGE, WILL BE ILLUMINATED TO A LEVEL OF LESS THAN ONE FOOT-CANDLE AT THE WALKING SURFACE AT ALL TIMES THE BUILDING SPACE SERVED BY THE MEANS OF EGRESS IS OCCUPIED. (SECTION 1006.1; 1006.2)4. EXIT SIGNS SHALL BE INTERNALLY OR EXTERNALLY ILLUMINATED AT ALL TIMES AND SHALL BE CONNECTED TO AN EMERGENCY POWER SYSTEM (BATTERIES, UNIT EQUIPMENT OR AN ONSITE GENERATOR) THAT WILL AUTOMATICALLY ILLUMINATE THE EXIT SIGNS FOR A DURATION OF NOT LESS THAN 90 MINUTES. STORM WATER QUALITY NOTES CONSTRUCTION BMP'S THIS PROJECT SHALL COMPLY WITH ALL REQUIREMENTS OF THE STATEMENT; CALIFORNIA REGIONAL WATER QUALITY BOARD. STORMWATER POLLUTION PREVENTION DEVICES AND PRACTICES SHALL BE INSTALLED AND/OR INSTITUTED AS NECESSARY TO ENSURE COMPLIANCE WATER QUALITY STANDARDS ALL SUCH DEVICES AND PRACTICES SHALL BE MAINTAINED, INSPECTED AND/OR MONITORED TO ENSURE ADEQUACY AND PROPER FUNCTION THROUGHOUT THE DURATION OF THE CONSTRUCTION PROJECT. COMPLIANCE TO THE WATER QUALITY STANDARDS AND ANY EROSION AND SEDIMENT CONTROL PLAN ASSOCIATED WITH THIS PROJECT INCLUDES, BUT IS NOT LIMITED TO THE FOLLOWING REQUIREMENTS: NOTES 1-6 BELOW REPRESENT KEY MINIMUM REQUIREMENTS FOR CONSTRUCTION BMP'S 1. SUFFICIENT BMPS MUST BE INSTALLED TO PREVENT SILT, MUD, OR OTHER CONSTRUCTION DEBRIS FROM BEING TRACKED INTO ADJACENT STREETS) OR STORM WATER CONVEYANCE SYSTEMS DUE TO CONSTRUCTION VEHICLES OR ANY OTHER CONSTRUCTION ACTIVITY. THE CONTRACTOR SHALL BE RESPONSIBLE FOR CLEANING SUCH DEBRIS THAT MAY BE IN THE STREET AT THE END OF EACH WORK DAY OR AFTER A STORM EVENT THAT CAUSES BREACH IN THE INSTALLED CONSTRUCTION BMP2. ALL STOCK PILES OF UNCOMPACTED SOIL AND/OR BUILDING MATERIALS THAT ARE INTENDED TO BE LEFT UNPROTECTED FOR A PERIOD GREATER THAN SEVEN CALENDAR DAYS ARE TO BE PROVIDED WITH EROSION AND SEDIMENT CONTROLS SUCH SOIL MUST BE PROTECTED EACH DAY WHEN THE PROBABILITY OF RAIN IS 40% OR GREATER.3. A CONCRETE WASH OUT SHALL BE PROVIDED ON ALL PROJECTS WHICH PROPOSE THE CONSTRUCTION OF ANY CONCRETE IMPROVEMENTS THAT ARE TO BE POURED IN PLACE ON THE SITE4. ALL EROSION/SEDIMENT CONTROL DEVICES SHALL BE MAINTAINED IN WORKING ORDER AT ALL TIMES.5. ALL SLOPES THAT ARE CREATED OR DISTURBED BY CONSTRUCTION ACTIVITY MUST BE PROTECTED AGAINST EROSION AND SEDIMENT TRANSPORT AT ALL TIMES.6. THE STORAGE OF ALL CONSTRUCTION MATERIALS AND EQUIPMENT MUST BE PROTECTED AGAINST ANY POTENTIAL RELEASE OF POLLUTANTS INTO THE ENVIROMENT. NEO & Associates 2115 Huntington DriveSan Marino, CA 91108 626.590.1818 Date Issued SHEET TITLE Approval Stamp 2/ 1 3 / 2 0 2 3 1 1 : 3 5 : 2 3 A M G004G004 GENERALGENERAL NOTESNOTES AR C A D I A B U I L D I N G AR C A D I A B U I L D I N G 01/05/2023 80 2 - 8 0 6 S 1 S T A V E AR C A D I A C A 9 1 0 0 6 NO. DESCRIPTION DATE DIV. 3 BUILDING BLOCKS 11B-302 FLOOR OR GROUND SURFACES11B-302.3 OPENINGS: OPENINGS IN FLOOR OR GROUND SURFACES SHALL NOT ALLOW PASSAGE OF A SPHERE MORE THAN 1/2 INCH DIAMETER EXCEPT AS ALLOWED IN SECTIONS 11B-407.4.3, 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.11B-303 CHANGES IN LEVEL11B—303.3 BEVELED: CHANGES IN LEVEL BETWEEN 1/4 INCH HIGH MINIMUM AND 1/2 INCH HIGH MAXIMUM SHALL BE BEVELED WITH A SLOPE NOT STEEPER THAN 1:211B—303.4 RAMPS: CHANGES IN LEVEL GREATER THAN 1/2 INCH HIGH SHALL BE RAMPED, AND SHALL COMPLY WITH SECTION 11B-405 OR 11B-40611B-303.5 WARNING CURBS: ABRUPT CHANGES IN LEVEL EXCEEDING 4 INCHES IN A VERTICAL DIMENSION BETWEEN WALKS, SIDEWALKS OR OTHER PEDESTRIAN WAYS AND ADJACENT SURFACES OR FEATURES SHALL BE IDENTIFIED BY WARNING CURBS AT LEAST 6 INCHES IN HEIGHT ABOVE THE WALK OR SIDEWALK SURFACE.EXCEPTIONS:1. A WARNING CURB IS NOT REQUIRED BETWEEN A WALK OR SIDEWALK AND AN ADJACENT STREET OR DRIVEWAY 2 A WARNING CURB IS NOT REQUIRED WHEN A GUARD OR HANDRAIL IS PROVIDED WITH A GUIDE RAIL CENTERED 2 INCHES (51 MMO MINIMUM AND 4 INCHES MAXIMUM ABOVE THE SURFACE OF THE WALK OR SIDEWALK. 11B-304 TURNING SPACE11B—304.3.1SHALL BE PERMITTED TO INCLUDE KNEE AND TOE CLEARANCE COMPLYING WITH SECTION 11B-306.11B-304.3.2 T-SHAPED SPACE: THE TURNING SPACE SHALL BE A T-SHAPED SPACE WITHIN A 60 INCH SQUARE MINIMUM WITH ARMS AND BASE 36 INCHES WIDE MINIMUM. EACH ARM OF THE T SHALL BE CLEAR OF OBSTRUCTIONS 12 INCHES MINIMUM IN EACH DIRECTION AND THE BASE SHALL BE CLEAR OF OBSTRUCTIONS 24 INCHES MINIMUM. THE SPACE SHALL BE PERMITTED TO INCLUDE KNEE AN TOE CLEARANCES COMPLYING WITH SECTION 11B-306 ONLY AT THE END OF EITHER THE BASE OR ONE ARM.11B-304.4 DOOR SWING: DOORS SHALL BE PERMITTED TO SWING INTO TURNING SPACES.11B-305 CLEAR FLOOR OR GROUND SPACE.11B-305.3 SIZE: THE CLEAR FLOOR OR GROUND SPACE SHALL BE 30 INCHES MINIMUM BY 48 INCHES MINIMUM.11B—305.5: POSITION: UNLESS OTHERWISE SPECIFIED, CLEAR FLOOR OR GROUND SPACE SHALL BE POSITIONED FOR EITHER FORWARD OR PARALLEL APPROACH TO AN ELEMENT11B—305.6 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.11B—305.7.1: FORWARD APPROACH: ALCOVES SHALL BE 36 INCHES WIDE MINIMUM WHERE THE DEPTH EXCEEDS 24 INCHES.11B—305.7.2: PARALLEL APPROACH: ALCOVES SHALL BE 60 INCHES WIDE MINIMUM WHERE THE DEPTH EXCEEDS 15 INCHES.11B-306 KNEE AND TOE CLEARANCE11B—306.2 TOE CLEARANCE111B—306.2.2 MAXIMUM DEPTH: TOE CLEARANCE SHALL EXTEND 25 INCHES MAXIMUM UNDER AN ELEMENT.EXCEPTION:1. TOE CLEARANCE SHALL EXTEND 19 INCHES MINIMUM UNDER LAVATORIES REQUIRED TO BE ACCESSIBLE BY SECTION 11B—212.32. THE TOE CLEARANCE SHALL EXTEND 19 INCHES MINIMUM UNDER BUILT-IN DINING AND WORK SURFACES REQUIRED TO BE ACCESSIBLE BY SECTION 11B-226.111B—306.2.5 WIDTH: TOE CLEARANCE SHALL BE 30 INCHES MINIMUM 11B—306.3 KNEE CLEARANCE11B—306.3.2 MAXIMUM DEPTH: KNEE CLEARANCE SHALL EXTEND 25 INCHES MAXIMUM UNDER AN ELEMENT AT 9 INCHES ABOVE THE FINISH FLOOR OR GROUND.11B—306.3.3 MINIMUM REQUIRED DEPTH: WHERE KNEE CLEARANCE IS REQUIRED UNDER AN ELEMENT AS PART OF A CLEAR FLOOR SPACE, THE KNEE CLEARANCE SHALL BE 11 INCHES IN DEEP MINIMUM AT 9 INCHES ABOVE THE FINISH FLOOR OR GROUND, AND 8 INCHES DEEP MINIMUM AT 27 INCHES ABOVE THE FINISH FLOOR OR GROUND.EXCEPTIONS:1. AT LAVATORIES REQUIRED TO BE ACCESSIBLE BY SECTION 11 B-213.3.4, THE KNEE CLEARANCE SHALL BE 27 INCHES HIGH MINIMUM ABOVE THE FINISH FLOOR OR GROUND AT A DEPTH OF 8 INCHES MINIMUM INCREASING TO 29 INCHES HIGH MINIMUM ABOVE THE FINISH FLOOR OR GROUND AT THE FRONT EDGE OF A COUNTER WITH A BUILT-IN LAVATORY OR AT THE FRONT EDGE OF A WALL-MOUNTED LAVATORY FIXTURE.2. AT DINING AND WORK SURFACES REQUIRED TO BE ACCESSIBLE BY SECTION 11B-226.1, KNEE CLEARANCE SHALL EXTEND 19 INCHES DEEP MINIMUM AT 27 INCHES ABOVE THE FINISH FLOOR OR GROUND.11B—306.3.5 WIDTH: KNEE CLEARANCE SHALL BE 30 INCHES WIDE MINIMUM.11B-307 PROTRUDING OBJECTS11B-307.2 PROTRUSION LIMITS; OBJECTS WITH LEADING EDGES MORE THAN 27 INCHES AND NOT MORE THAN 80 INCHES ABOVE THE FINISH FLOOR OR GROUND SHALL PROTRUDE 4 INCHES MAXIMUM HORIZONTALLY INTO THE CIRCULATIONEXCEPTION:HANDRAILS SHALL BE PERMITTED TO PROTRUDE 4-1/2 INCHES MAXIMUM.11B—307.3 POST MOUNTED OBJECTS: FREE-STANDING OBJECTS MOUNTED ON POSTS OR PYLONS SHALL OVERHANG CIRCULATION PATHS 12 INCHES MAXIMUM WHEN LOCATED 27 INCHES MINIMUM AND 80 INCHES MAXIMUM ABOVE THE FINISH FLOOR OR GROUND. WHERE A SIGN OR OTHER OBSTRUCTION IS MOUNTED BETWEEN POSTS OR PYLONS AND THE CLEAR DISTANCE BETWEEN THE POSTS OR PYLONS IS GREATER THAN 12 INCHES, THE LOWEST EDGE OF SUCH SIGN OR OBSTRUCTION SHALL BE 27 INCHES MAXIMUM OR 80 INCHES MINIMUM ABOVE THE FINISH FLOOR OR GROUND. EXCEPTION:THE SLOPPING PORTIONS OF HANDRAILS SERVING STAIRS AND RAMPS SHALL NOT BE REQUIRED TO COMPLY WITH SECTIONS 11B-307.311B—307.3.1 EDGES AND CORNERS: WHERE SIGNS OR OTHER OBJECTS ARE MOUNTED ON POSTS OR PYLONS, AND THEIR BOTTOM EDGES ARE LESS THAN 80 INCHES ABOVE THE FLOOR OR GROUND SURFACE, THE EDGES OF SUCH SIGNS AND OBJECTS SHALL BE ROUNDED OR EASED AND THE CORNERS SHALL HAVE A MINIMUM RADIUS OF 1/8 INCH. 11B-307.4 VERTICAL CLEARANCE: VERTICAL CLEARANCE SHALL BE 80 INCHES HIGH MINIMUM. GUARDRAILS OR OTHER BARRIERS SHALL BE PROVIDED WHERE THE VERTICAL CLEARANCE IS LESS THAN 80 INCHES HIGH. THE LEADING EDGE OF SUCH GUARDRAIL OR BARRIER SHALL BE LOCATED 27 INCHES MAXIMUM ABOVE THE FINISH FLOOR OR GROUND. WHERE A GUY SUPPORT IS USED PARALLEL TO A CIRCULATION PATH, INCLUDING BUT NOT LIMITED TO SIDEWALKS, A GUY BRACE, SIDEWALK GUY OR SIMILAR DEVICE SHALL BE USED TO PREVENT AN OVERHANGING OBSTRUCTION. EXCEPTION:DOOR CLOSERS AND DOOR STOPS SHALL BE PERMITTED TO BE 78 INCHES MINIMUM ABOVE THE FINISH FLOOR OR GROUND.11B—307.5 REQUIRED CLEAR WIDTH: PROTRUDING OBJECTS SHALL NOT REDUCE THE CLEAR WIDTH REQUIRED FOR ACCESSIBLE ROUTES.11B-308 REACH RANGES11B—308.1.1 ELECTRICAL SWITCHES: CONTROLS AND SWITCHES INTENDED TO BE USED BY THE OCCUPANT OF A ROOM OR AREA TO CONTROL LIGHTING AND RECEPTACLE OUTLETS, APPLIANCES OR COOLING, HEATING AND VENTILATION EQUIPMENT, SHALL COMPLY WITH SECTION 11B-308 EXCEPT THE LOW REACH SHALL BE MEASURED TO THE BOTTOM OF THE OUTLET BOX AND THE HIGH REACH SHALL BE MEASURED TO THE TOP OF THE OUTLET BOX.11B—308.1.2 ELECTRICAL RECEPTACLE OUTLETS: ELECTRICAL RECEPTACLE OUTLETS ON BRANCH CIRCUITS OF 30 AMPERES OR LESS AND COMMUNICATION SYSTEM RECEPTACLES SHALL COMPLY WITH SECTION 11B-308 EXCEPT THE LOW REACH SHALL BE MEASURED TO HE BOTTOM OF THE OUTLET BOX AND THE HIGH REACH SHALL BE MEASURED TO THE TOP OF THE OUTLET.11B—308.2 FORWARD REACH.11B—308.2.1 UNOBSTRUCTED: WHERE A FORWARD REACH IS UNOBSTRUCTED, THE HIGH FORWARD REACH SHALL BE 48 INCHES MAXIMUM AND THE LOW FORWARD REACH SHALL BE 15 INCHES MINIMUM ABOVE THE FINISH FLOOR OR GROUND.11B—308.2.2 OBSTRUCTED HIGH REACH: WHERE A HIGH FORWARD REACH IS OVER AN OBSTRUCTION, THE CLEAR FLOOR SPACE SHALL EXTEND BENEATH THE ELEMENT FOR A DISTANCE NOT LESS THAN THE REQUIRED REACH DEPTH OVER THE OBSTRUCTION. THE HIGH FORWARD REACH SHALL BE 48 INCHES MAXIMUM WHERE THE REACH DEPTH IS 20 INCHES MAXIMUM. WHERE THE REACH DEPTH EXCEEDS 20 INCHES, THE HIGH FORWARD REACH SHALL BE 44 INCHES MAXIMUM AND THE REACH DEPTH SHALL BE 25 INCHES MAXIMUM.11B—308.3 SIDE REACH11B—308.3.1 UNOBSTRUCTED: WHERE AS CLEAR FLOOR OR GROUND SPACE ALLOWS A PARALLEL APPROACH TO AN ELEMENT AND THE SIDE REACH IS UNOBSTRUCTED, THE HIGH SIDE REACH SHALL BE 48 INCHES MAXIMUM AND THE LOW SIDE REACH SHALL BE 15 INCHES MINIMUM ABOVE THE FINISH FLOOR OR GROUND.EXCEPTIONS:1. AN OBSTRUCTION SHALL BE PERMITTED BETWEEN THE CLEAR FLOOR OR GROUND SPACE AND THE ELEMENT WHERE THE DEPTH OF THE OBSTRUCTION IS 10 INCHES MAXIMUM ’.2. OPERABLE PARTS OF FUEL DISPENSERS SHALL BE PERMITTED TO BE 54 INCHES MAXIMUM MEASURED FROM THE SURFACE OF THE VEHICULAR WAY WHERE FUEL DISPENSERS ARE INSTALLED ON EXISTING CURBS.11B—308.3.2 OBSTRUCTED HIGH REACH: WHERE A CLEAR FLOOR OR GROUND SPACE ALLOWS A PARALLEL APPROACH TO AN ELEMENT AND THE HIGH SIDE REACH IS OVER AN OBSTRUCTION, THE HEIGHT OF THE OBSTRUCTION SHALL BE 34 INCHES MAXIMUM AND THE DEPTH OF THE OBSTRUCTION SHALL BE 24 INCHES MAXIMUM. THE HIGH SIDE REACH SHALL BE 48 INCHES MAXIMUM FOR A REACH DEPTH OF 10 INCHES MAXIMUM. WHERE THE REACH DEPTH EXCEEDS 10 INCHES, THE HIGH SIDE REACH SHALL BE 46 INCHES MAXIMUM FOR A REACH DEPTH OF 24 INCHES MAXIMUM. EXCEPTIONS:1. THE TOP OF WASHING MACHINES AND CLOTHES DRYERS SHALL BE PERMITTED TO BE 36 INCHES MAXIMUM ABOVE THE FINISH FLOOR.2. OPERABLE PARTS OF FUEL DISPENSERS SHALL BE PERMITTED TO BE 54 INCHES MAXIMUM MEASURED FROM THE SURFACE OF THE VEHICULAR WAY WHERE FUEL DISPENSERS ARE INSTALLED ON EXISTING CURBS.11B-309 OPERABLE PARTS11B—309.3 HEIGHT: OPERABLE PARTS SHALL BE PLACED WITHIN ONE OR MORE OF THE REACH RANGES SPECIFIED IN SECTION 11B-308.11B—309.4 OPERATION: 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. DIV. 2 SCOPING REQUIREMENTS 11B—206.2.4 SPACES AND ELEMENTS: AT LEAST ONE ACCESSIBLE ROUTE SHALL CONNECT ACCESSIBLE BUILDING OR FACILITY ENTRANCES WITH ALL ACCESSIBLE SPACES AND ELEMENTS WITHIN THE BUILDING OR FACILITY, INCLUDING MEZZANINES, WHICH ARE OTHERWISE CONNECTED BY A CIRCUALTION PATH UNLESS EXEMPTED BTY SECTION 11B-206.2.3 EXCEPTIONS:2. IN ASSEMBLY TYPE AREAS WITH FIXED SEATING REQUIRED TO COMPLY WITH SECTION 11-221, AN ACCESSIBLE ROUTE SHALL NOT BE REQUIRED TO SERVE FIXED SEATING WHERE WHEELCHAIR SPACES REQUIRED TO BE ON AN ACCESSIBLE ROUTE ARE NOT PROVIDED.3. RESERVED11B-207 ACCESSIBLE MEANS OF EGRESS:11B-207.1 GENERAL: MEANS OF EGRESS SHALL COMPLY WITH CHAPTER 10, SECTION 1007.EXCEPTION:1. WHERE MEANS OF EGRESS ARE PERMITTED BY LOCAL BUILDING OR LIFE SAFETY CODES TO SHARE A COMMON PATH OF EGRESS TRAVEL, ACCESSIBLE MEANS OF EGRESS SHALL BE PERMITTED TO SHARE A COMMON PATH OF TRAVEL 11B-208 PARKING SPACES:11B—208.2 MINIMUM NUMBER: PARKING SPACES COMPLYING WITH SECTION 11B-502 SHALL BE PROVIDED ON A SITE, THE NUMBER ACCESSIBLE SPACES PROVIDED ON A SITE SHALL BE CALCULATED ACCORDING TO THE NUMBER OF SPACES FOR EACH PARKING FACILITY. 11B—208.2.4 VAN PARKING SPACES: FOR EVERY SIX OR FRACTION OF SIX PARKING REQUIRED BY SECTION 11B—208.2 TO COMPLY WITH SECTION 11B-502, AT LEAST ONE SHALL BE A VAN PARKING SPACE COMPLYING WITH SECTION 11B-50211B—208.3 LOCATION: PARKING FACILITIES SHALL COMPLY WITH SECTION AAB-208.3 11B—208.3.1 GENERAL: PARKING SPACES COMPLYING WITH SECTION 11B-502 THAT SERVE A PARTICULAR BUILDING OR FACILITY SHALL BE LOCATED ON THE SHORTEST ACCESSIBLE ROUTE FROM PARKING TO AN ENTRANCE COMPLYING WITH SECTION 11B-206.4. WHERE PARKING SERVES MORE THAN ONE ACCESSIBLE ENTRANCE, PARKING SPACES COMPLYING WITH SECTION 11B-502 SHALL BE DISPERSED AND LOCATED ON THE SHORTEST ACCESSIBLE ROUTE TO THE ACCESSIBLE ENTRANCES. IN PARKING FACILITIES THAT DO NOT SERVE A PARTICULAR BUILDING OR FACILITY, PARKING SPACES COMPLYING WITH SECTION 11B-502 SHALL BE LOCATES ON THE SHORTEST ACCESSIBLE PEDESTRIAN ENTRANCE OF THE PARKING FACILITY. RAMPS 1. 11B—405.1 GENERAL. RAMPS ON ACCESSIBLE ROUTES SHALL COMPLY WITH SECTION 11B-405.2. 11B —405.2 SLOPE. RAMP RUNS SHALL HAVE A RUNNING SLOPE NOT STEEPER THAN 1:123. 11B—405.3 CROSS SLOPE. CROSS SLOPE OF RAMP SHALL NOT BE STEEPER THAN 1:484. 11B—405.4 FLOOR OR GROUND SURFACES OF RAMP RUNS SHALL COMPLY WITH SEC. 11B-302.CHANGES IN LEVEL OTHER THAN THE RUNNING SLOPE AND CROSS SLOPE ARE NOT PERMITTED ON RAMP RUNS.5. 11B—405.5 CLEAR WIDTH. THE CLEAR WIDTH OF A RAMP RUN SHALL BE 448 INCHESMINIMUM.6. 11B—405.6 RISE. THE RISE FOR ANY RAMP RUN SHALL BE 30 INCHES (762 MM) MAXIMUM7. 11B—405.7 LANDINGS. RAMPS SHALL HAVE LANDINGS AT THE TOP AND THE BOTTOM OF EACH RAMP RUN. LANDINGS SHALL COMPLY WITH SEC. 11B-405.78. 11B —405.7.1 SLOPE. LANDINGS SHALL COMPLY WITH SEC. 11B-302. CHANGES LEVEL ARE ARE NOT PERMITTED.9. 11B —405.7.2 WIDTH THE LANDING CLEAR WIDTH SHALL BE AT LEAST AS WIDE AS THE WIDEST RAMP RUN LEADING TO THE LANDING.10. 11B-405.7.2.1: TOP LANDINGS SHALL BE 60INCHES (1524MM) WIDE MINIMUM.11. 11B—405.7.3 LENGTH. THE LANDING CLEAR LENGTH SHALL BE 60 INCHES (1524MM) LONG MINIMUM.12. 11B-405.7.3.1: BOTTOM LANDINGS SHALL EXTEND 72 INCHES (1829MM) MINIMUM IN THE DIRECTION OF RAMP RUN.13. 11B —405.7.4 CHANGE IN DIRECTION. RAMPS THAT CHANGE DIRECTION BETWEEN RUNS AT LANDINGS SHALL HAVE A CLEAR LANDING 60 INCHES (1525 MM) MINIMUM BY 72 INCHES (1829MM) MINIMUM IN THE DIRECTION OF DOWNWARD TRAVEL FROM THE UPPER RAMP RUN.14. 11B —405.7.5 DOORWAYS. WHERE DOORWAYS ARE LOCATED ADJACENT TO A RAMP LANDING MANEUVERING CLEARANCES REQUIRED BY SECTIONS 11B-405.75 AND 11B-404.3.2 SHALL BE PERMITTED TO OVERLAP THE REQUIRED LANDING AREA. DOORS, WHEN FULLY OPEN SHALL NOT REDUCE THE RAMP LANDING WIDTH BY MORE THAN 3 INCHES (76MM0. DOORS, IN ANY POSITION, SHALL NOT REDUCE THE MINIMUM DIMENSION OF THE RAMP LANDING TO LESS THAN 42”(1067MM)15. 11B—405.8 HANDRAILS. RAMPS RUNS SHALL HAVE HANDRAILS COMPLYING WITH SECTION 11B-505. GENERAL NOTES 1. ALL WORK SHALL COMPLY WITH THE LATEST EDITIONS OFTHE CALIFORNIA BUILDING CODES.2. INTERIOR FINISHES TO COMPLY WITH CBC CHAPTER 83. ALL DOORS TO BE OPERABLE AND OPENABLE FROM THE INSIDE WITHOUT THE USE OF A KEY OR SPECIAL KNOWLEDGE. NO DEAD BOLTS OR SLIDING BOLTS.4. ALL ELECTRICAL WORK SHALL COMPLY IN CONCEPT WITH TITLE 24 DIVISIONS 8 & 9, AS APPLIES5. DIMENSIONS TO SUPERSEDE SCALE.6. ALL HVAC. EQUIP. TO MEET APPLICABLE TITLE 24 REQUIREMENTS, CONSULT MECHANICAL CONTRACTOR. ALL WORK DONE ON EXIST. HVAC TO MEET SAME REQUIREMENTS.7. PLANS FOR FIXED FIRE EQUIP. (STANDPIPES, SPRINKLERS, ETC) TO BE APPROVED BY FIRE PREVENTION BUREAU PRIOR TO CONSTRUCTION.8. OCCUPANCY RATING —B29. IT IS THE RESPONSIBILITY OF THE FRANCHISEE OWNER AND /OR THE GENERAL CONTRACTOR TO ENSURE THAT ALL TENANT IMPROVEMENTS NOTED IN CENTER LOCATIONS ON THESE BLUEPRINTS CONFORM TO ALL FEDERAL, STATE, COUNTY, INTERNATIONAL, AND LOCAL BUILDING CODES. THIS IS TO INCLUDE REQUIREMENTS OF THE AMERICANS WITH DISABILITIES ACT OF 1990.10. NIGHT LOBBY TO BE ACCESIBLE 24 HOURS FOR A 24 HOUR/APPROVED CUSTOMERS UNLESS 24 HOUR HAS BEEN WAVED.11. VERIFICATION OF EXISTING CONDITIONS: THE REMODEL OR /AND REHABILITATION OF AN EXISTING BUILDING REQUIRES THAT CERTAIN ASSUMPTIONS BE MADE REGARDING EXISTING CONDITIONS. SOME OF THESE ASSUMPTIONS MAY NOT BE VERIFIABLE WITHOUT EXPENDING ADDITIONAL SUMS OF MONEY OR DESTROYING OTHERWISE ADEQUATE OR SERVICEABLE PORTIONS OF THE BUILDING. THE OWNER AGREES TO THE FULLEST EXTENT PERMITTED BY LAW, TO INDEMNIFY AND HOLD THE (ARCHITECT, DESIGNER, SPACE PLANNER, GENERAL CONTRACTOR) HARMLESS OF ANY CLAIM, LIABILITY OR COST (INCLUDING REASONABLE ATTORNEY’S FEES AND COST OF DEFENSE) FOR INJURY OR ECONOMIC LOSS ARISING OR ALLEGEDLY ARISING OUT OF PROFESSIONAL SERVICES PROVIDED.12. AMERICANS WITH DISABILITIES ACT: THE AMERICANS WITH DISABILITIES ACT (ADA) REQUIRES THE REMOVAL OF ARCHITECTURAL BARRIERS IN EXISTING NEW FACILITIES WHERE SUCH REMOVAL IS READY ACHIEVABLE. THE OWNER ACKNOWLEDGES THAT THE DEFINITION OF ’’READLY AVAILABLE” CONTAINED IN THE ADA ID FLEXIBLE AND SUBJECT TO INTERPRETATION ON A CASE-BY-CASE BASIS. THE REQUIREMENTS OF THE ADA WILL THEREFORE BE SUBJECT TO VARIOUS AND POSSIBLY CONTRADICTORY INTERPRETATIONS. THE (ARCHITECT, DESIGNER, SPACE PALNNER, GENERAL CONTRACTOR) SHALL USE HIS OR HER REASONABLE PROFESSIONAL EFFORTS AND JUDGEMENTTO INTERPRET APPLICABLE ADA REQUIREMENTS AND ADVISE OWNER REGARDING MODIFICATIONS TO OWNERS FACILITY THAT MAY BE REQUIRED IN ORDER TO COMPLY WITH ADA. SUCH INTERPRETATION AND ADVISE WILL BE BASED ON WHAT IS KNOWN ABOUT ADA AT THE TIME PROFESSIONAL SERVICE IS RENDERED. THE (ARCHITECT, DESIGNER, SPACE PLANNER, GENERAL CONTRACTOR) HOWEVER CANNOT AND DOES NOT WARRANT OR GUARANTEE THE OWNER ’S FACILITY WILL FULLY COMPLY WITH INTERPRETATIONS OF ADA REQUIREMENTS RENDERED BY REGULATORY BODIES OF COURT DECISIONS.11B—404.2.7 DOOR AND GATE HARDWARE HANDLES, PULLS, LATCHES, LOCKS AND OTHER OPERABLE PARTS ON DOORS AND GATES SHALL COMPLY WITH SECTION 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.11B—404.2.4 MANEUVERING CLEARANCES. MINIMUM MANEUVERING CLEARANCES AT DOORS AND GATES SHALL COMPLY WITH SECTION 11B-404.2.4 MANEUVERING CLEARANCES SHALL EXTEND THE FULL WIDTH OF THE DOORWAY AND REQUIRED LATCH SIDE OR HINGE SIDE CLEARANCE EXCEPTION RESERVED] 11B—404.2.4.1 SWINGING DOORS AND GATES. SWINGING DOORS AND GATES SHALL HAVEMANUEVERING CLEARANCES COMPLYING WITH TABLE 11B-404.2.4.1 POINT OF SALE MACHINES 1. WHERE POINT OF SALE DEVICES ARE PROVIDED, ALL DEVICES AT EACH LOCATION SHALL COMPLY WITH SECTIONS 11B-309.4, 11B-707.3, AND 11B-707.7.2 IN ADDITION POINT SALE SYSTEM THAT INCLUDE A VIDEO TOUCH SCREEN OR ANY OTHER NON-TACTILE KEYPAD SHALL COMPLY WITH EITHER SECTION 11B-717.9.1.1 OR 11B —707.9.1.2. WHERE POINT OF SALE DEVICES PROVIDED AT CHECK STANDS AND SALE AND SERVICE COUNTERS THEY SHALL COMPLY WITH SECTION 11B-707.9.1 AND SHALL ALSO COMPLY WITH SECTIONS 11B-707.2; 11B-717.3 AND 11B-707.4 WALKING SURFACES 1. 11B —403.1 GENERAL. WALKING SURFACES THAT ARE PART OF AN ACCESSIBLE ROUTE SHALL COMPLY COMPLY WITH SECTION 11B-403.2. 11B—403.2 FLOOR OR GROUND SURFACE. FLOOR OR GROUND SURFACES SHALL COMPLY WITH SECTION 11B-302.3. 11B —403.3 SLOPE. THE RUNNING SLOPE OF WALKING SURFACES SHALL NOT BE BE STEEPER THAN 1:20. THE CROSS SLOPE OF WALKING SURFACES SHALL NOT BE STEEPER THAN 1:48. SITE DEVELOPMENT + ACCESSIBLE ROUTE OF TRAVEL 1. AT LEAST 1 ACCESSIBLE ROUTE WITHIN THE BOUNDARY OF THE SITE SHALL BE PROVIDED FROM THEPUBLIC TRANSPORTATION STOPS, ACCESSIBLE PARKING, AND ACCESSIBLE PASSANGER LOADING ZONESAND PUBLIC STREETS OR SIDEWALKS TO THE ACCESSIBLE BUILDING ENTRANCE THEY SERVE. THEACCESSIBLE ROUTE SHALL, TO THE MAXIMUM EXTENT FEASIBLE, COINCIDE WITH THE ROUTE FORTHEGENERAL PUBLIC. SIGN AND IDENTIFICATION 1. THE INTERNATIONAL SYMBOL OF ACCESSIBILITY SHALL CONSIST OF A WHITE FIGURE ON A BLUE BACKGROUND. THE BLUE SHALL BE EQUAL COLOR TO #15090 IN FEDERAL STANDARD 595B FLOOR AND LEVELS, CARPET + CHANGE OF LEVEL 11B —303.2 CARPET CARPET OR CARPET TILE SHALL BE SECURELY ATTACHED AND SHALL HAVE ACUSHION, PAD, OR BACKING OR NO CUSHION OR PAD. CARPET OR CARPET TILE SHALL HAVE A LEVEL LOOP, TEXTURED LOOP, LEVEL CUT PILE OR LEVEL CUT/UNCUT PILE TEXTURE. PILE HEIGHT SHALL BE 1/2 INCH (12.7 MM) MAXIMUM. EXPOSED EDGES OF CARPET SHALL BE FASTENED TO FLOOR SURFACES AND SHALL HAVE TRIM ON THE ENTIRE LENGTH OF THE EXPOSED EDGE. CARPETEDGE TRIM SHALL COMPLY WITH SECTION 11B-303 LAVATORIES 1. HOT WATER AND DRAIN PIPES ACCESSIBLE UNDER LAVATORIES SHALL BE INSULATED OR OTHERWISE COVERED. THERE SHALL BE NO SHARP OR ABRASIVE SURFACE UNDER LAVATORIES2. FAUCET AND OPERATING MECHANISM CONTROLS SHALL BE OPERABLE WITH ONE HAND, SHALL NOTREQUIRE TIGHT GRASPING, PINCHING, OR TWISTING OF THE WRIST AND SHALL BE MOUNTED NO MORE THAN 44” ABOVE THE FLOOR.3. THE FORCE REQUIRED TO ACTIVATE THE FAUCET AND ANY CONTROL IS 5 LBS. MAX.4. SELF-CLOSING FAUCET CONTROL VALVES ARE ALLOWED IF THE FAUCET REMAINS OPEN FOR ATLEAST 10 SECONDS. SANITARY + BATHING FACILITIES 1. CONTROLS FOR WATER CLOSET FLUSH VALVES SHALL BE MOUNTED ON THE WIDE SIDE OF TOILET2. WATER CLOSET FLUSH VALVE CONTROLS SHALL BE OPRABLE WITH ONE HAND, SHALL NOT REQUIRETIGHT GRASPING, PINCHING, OR TWISTING OF THE WRIST AND SHALL BE MOUNTED NO MORE THAN44” ABOVE THE FLOOR.3. THE FORCE REQUIRED TO ACTIVATE WATER CLOSET FLUSH VALVE CONTROLS SHALL BE NO GREATERTHAN 5 LBF. BATHROOM ACCESSORIES 1. MIRRORS SHALL BE MOUNTED WITH THE BOTTOM EDGE NO HIGHER THAN 401 FROM THE FLOOR.2. WHERE TOWEL, SANITARY NAPKINS, WASTE RECEPTACLES, AND OTHER SIMILARDISPOSAL FIXTURES ARE PROVIDED, AT LEAST 1 OF EACH TYPE SHALL BE LOCATED WITH ALL OPERABLE PARTS INCLUDING COIN SLOTS, WITHIN 40DISPENSING ANDFROM THE FINISHED FLOOR.3. TOILET TISSUE DISPENSES SHALL BE LOCATED NO LOWER THAN 19 FROM THE FLOOR. DISPENSERSTHAT CONTROL DELIVERY OR THAT DOESN’T PERMIT CONTINUOUS PAPER FLOW SHALL NOT BE USED.4. TOILET TISSUE DISPENSERS SHALL BE LOCATED ON THE WALL OR PARTITION CLOSEST TO THE WATERCLOSET 7 INCHES MINIMUM AND 9 INCHES MAXIMUM IN FRONT OF THE WATER CLOSET MEASUREDTO THE CENTERLINE OF THE DISPENSER, MOUNTED BELOW THE GRAB BAR WITH THE OUTLET OF THEDISPENSER AT A MINIMUM HEIGHT OF 19 INCHES. NEO & Associates 2115 Huntington DriveSan Marino, CA 91108 626.590.1818 Date Issued SHEET TITLE Approval Stamp 2/ 1 3 / 2 0 2 3 1 1 : 3 5 : 2 3 A M G005G005 GENERALGENERAL NOTESNOTES AR C A D I A B U I L D I N G AR C A D I A B U I L D I N G 01/05/2023 80 2 - 8 0 6 S 1 S T A V E AR C A D I A C A 9 1 0 0 6 NO. DESCRIPTION DATE NEO & Associates 2115 Huntington DriveSan Marino, CA 91108 626.590.1818 Date Issued SHEET TITLE Approval Stamp 2/ 1 3 / 2 0 2 3 1 1 : 3 5 : 2 6 A M G006G006 CALGREENCALGREEN NOTESNOTES AR C A D I A B U I L D I N G AR C A D I A B U I L D I N G 01/05/2023 80 2 - 8 0 6 S 1 S T A V E AR C A D I A C A 9 1 0 0 6 1 NO. DESCRIPTION DATE 1 PC 1 10/28/22 NEO & Associates 2115 Huntington DriveSan Marino, CA 91108 626.590.1818 Date Issued SHEET TITLE Approval Stamp 2/ 1 3 / 2 0 2 3 1 1 : 3 5 : 3 0 A M G007G007 CALGREENCALGREEN NOTESNOTES AR C A D I A B U I L D I N G AR C A D I A B U I L D I N G 01/05/2023 80 2 - 8 0 6 S 1 S T A V E AR C A D I A C A 9 1 0 0 6 1 NO. DESCRIPTION DATE 1 PC 1 10/28/22 1S T A V E ALICE ST (E) STALL (E) STALL (E) STALL (E) STALL EXISTING ONE STORY STRUCTURE 6,163 S.F. (E) PARKING LOT 4 5 S03 S04 S06 S 08 S08 S08 (E) DRIVEWAY (N) STALL 6 (N) STALL 7 A0023 9' - 0 " 9' - 0 " 9' - 0 " 9' - 0 " 9' - 0 " 9' - 0 " 9' - 0 " 9' - 0 " (E ) D R I V E W A Y (E) DRIVEWAYS0913 A003 1 S10 7 A002 1 1A002 15 0° 1 9 ' 1 1 " 79 . 8 7 ' N W 90° 00' 00" 135.14' N W 0° 1 9 ' 2 8 " 80 . 6 7 ' S E 89° 39' 48" 135.13' N E EGRESS PATH OF TRAVEL (UNIT 806) 1 TYP. 18' - 0" (E) STALL3 (E) STALL2 (E) ADA STALL1 8 9 8' - 0 " 9' - 0 " 2' - 9 " 0'4' 8' 16'32' 88' - 8" 80 ' - 0 " EGRESS PATH OF TRAVEL (UNIT 802)1 HANDICAP ACCESSIBLE PATH OF TRAVEL 2 2 13 A003 2' - 0 " 4' - 3" S 112 S0216 A002 6 A002 S12 2 S 13 2 3 S 14 3 LEGEND PROPERTY LINE SETBACK ADA PATH OF TRAVEL OFFER OF DEDICATION LINE BUILDING OVERHANG NOT IN SCOPE INTERNATIONAL ACCESSIBLE SYMBOLS & PARKING SPACE SIGNAGE - SEE KEYNOTE FOR DETAIL NOTES PARKING CALCULATIONS:PROPOSED USE: OFFICES / PROFESSIONAL PARKING RATE: 1 PARKING STALL PER 250 S.F.BUILDING S.F.: 6,223 S.F.PARKING REQUIRED: 25 (6,223 S.F. / 250 24.9) EXISTING PARKING:9 + 1 ADA*EXISTING NON-CONFORMING PARKING TO REMAIN, PROPOSED PROJECT IS RENOVATION ONLY, NO ADDITIONAL SF. (PER 9103.07.060 - OFF-STREET PARKING FOR NON-RESIDENTIAL USES - CODE OF ORDINANCES, CITY OF ARCADIA). TABLE 3-6: BIKE PARKING CALCULATIONS:SHORT TERM BIKE 5% OF VEHICLE PARKINGREQUIRED: 2 (25 STALLS x 5% 1.25)PROVIDED: 2 LONG TERM BIKE 5% OF VEHICLE PARKINGREQUIRED: 2 (25 STALLS x 5% 1.25)PROVIDED: 2 (PER 9103.07.150 - BICYCLE PARKING REQUIREMENTS - CODE OF ORDINANCES, CITY OF ARCADIA.)TABLE 3-10: NON RESIDENTIAL USES NO ABRUPT CHANGES IN ELEVATION ALONG THE PATH OF TRAVEL SHOWN. THE SLOPE AND CROSS-SLOPE ALONG THE PATH OF TRAVEL SHALL NOT EXCEED 5% AND 2% RESPECTIVELY. INSPECTOR TO VERIFY. EXISTING NON-CONFORMING PARKING LOT TO REMAIN. LANDSCAPING CALCULATION PARKING LOT AREA 1,130 SFLANDSCAPING REQUIRED: 170 SF (15% OF PARKING)PROVIDED LANDSCAPE: 866 SF NO OF TREES REMOVED: 0NO. OF TREES ADDED: 0 NEO & Associates 2115 Huntington DriveSan Marino, CA 91108 626.590.1818 Date Issued SHEET TITLE Approval Stamp 2/ 1 3 / 2 0 2 3 1 1 : 3 3 : 5 2 A M A001A001 SITE PLANSITE PLAN AR C A D I A B U I L D I N G AR C A D I A B U I L D I N G 01/05/2023 80 2 - 8 0 6 S 1 S T A V E AR C A D I A C A 9 1 0 0 6 SCALE 1/8" 1'-0"1SITE PLAN KEYNOTES-SITE PLAN #KEYNOTE 02 (N) LONG TERM BICYCLE STALLS 03 (N) TRASH LOCATION 04 (E) TRASH ENCLOSURE TO BE RELOCATED 06 (E) 6' HIGH CMU SITE WALL 08 (E) STREET LIGHTS 09 (E) TRUNCATED DOMES 10 (N) UNAUTHORIZED PARKING SIGN 11 (N) ACCESSIBLE VAN PARKING SIGN 12 (E) EXISTING CATCH BASIN TO REMAIN 13 (E) EXISTING SCUPPER/DOWNSPOUT TO REMAIN ANDBE EXTENDED TO NEW ROOD HEIGHT 14 (N) TRUNCATED DOMES 1 2 NO. DESCRIPTION DATE 1 PC 1 10/28/22 2 PC 2 12/12/22 3 PC 3 PL 12/15/22 •NOTE:GROOVE CONCRETE AS SHOWN TO PROVIDE 12" DETECTABLE WARNING AT ALL CURB CUT RAMPS. RAMP 12". 1/ 4 " 1/4"1/2" •NOTE:SIGN ON PAVEMENT OF PARKING SPACE. VERIFY DESIGN W/ LOCAL AUTHORITY WHITE SYMBOL BLUE BACKGROUND 3' - 0" 3' - 0 " 6" THK. CONC. SLAB 6" THK. CONC.SLAB APRON A.C. PAVING O/ BASE-SEE CIVIL DRAWING PRECISE GRADING PLAN SHEET 2 8" M I N . 4" WIDE PAINTED STRIPE SEESPECS - 2 COATS REQUIREDFINISH COLOR: TRAFFIC WHT.(TYP.) BUILDING SIDEWALK OR PLANTER CURB SE E S I T E P L A N WI D T H LENGTH - SEE SITE PLAN CONCRETE FOOTING VANACCESSIBLE RESERVEDPARKING PLATE PERMIT ONLY ORDINANCE 3 00000MAXIMUM FINE $250 SIDEWALK OR FINISHGRADE 6" O.D. STL. PIPE FILLEDWITH CONCRETE, PAINTED 6" 24 " H 36 " H 80 " H 9" 18 " 12" CONCRETE FOOTING UNAUTHORIZED PARKING SIDEWALK OR FINISHGRADE 6" O.D. STL. PIPE FILLEDWITH CONCRETE, PAINTED 12" 18 " 80 " H 9" 24 " H 36 " H 6" ACCESSIBLE VAN PARKING SIGN NO P A R K I N G 4" PAINTED STRIPING 3'-0" O.C. AT 45° IN FRONT OF RAMP (MIN (2) COATS BLUE REFLECTIVE PAINT) THE WORDS "NO PARKING" SHALL BE PAINTED ON THE SURFACE WITHIN EACH ACCESS AISLE IN WHITE LETTERS A MINIMUM OF 12 INCHES IN HEIGHT AND LOCATED TO BE VISIBLE FROM THE ADJACENT VEHICULAR WAY. ACCESS AISLE MARKINGS MAY EXTEND BEYOND THE MINIMUM REQUIRED LENGTH. §11 B-502.3.3, FIGURE 11 B-502.3.3, PER SECTION 12.21A.5 (I) ACCESSIBLE PARKING SYMBOL 6 A002 2 A002 2% SLOPE 9' - 0 " 8' - 0 " 18' - 0" EXTENDED FOOTING -OCCURS AT CONC. ORA.C. PAVING TOP OF A.C. PAVINGOR CONC. WHEREOCCURS FIN. GRADE TO BE 2"BELOW TOP OF SLABAT PLANTER WHEREOCCURS 3/4" R 8" 6" * •NOTE:SEE CIVIL DRAWINGS FOR DIMENSIONS AND SPECIFICATIONS OF CURBS. CONCRETE CURB. TOP OF A.C. PAVINGOR CONCRETE 3/4"R-TYPICAL TOP OF FINISH GRADE ATPLANTER IS 2" BELOW TOP OFCURB. 6" 1"6" * 8" •••• NOTE:SEE CIVIL DRAWINGS FOR DIMENSIONS AND SPECIFICATIONS OF CURBS.INSTALL COLD JOINTS AT 30'-0" O.C.ALL EXPOSED SURFACES OF CURB TO BE TROWELED SMOOTHVARIABLE CURB HEIGHT EQUALS 6" CURB FACE PLUS A.C. PAVING, PLUS BASE THICKNESS. SEE NOTE ON GRADING PLAN. CURB BELOW GRADE TOP OF PAVING OR CONCRETE45.00° 6" • •• NOTE:SEE CIVIL DRAWING PRECISE GRADING PLAN SHEET 2 FOR DIMENSIONS AND SPECIFICATIONS OF CURBS.ALL EXPOSED SURFACES TO BE TROWELED SMOOTHSEE SITE PLAN FOR LOCATION OF CURB ENDS R 8 " A.C. PAVING & BASE - SEE GRADING PLAN 3/8"R - LIP - TYPICAL 2' - 6" 5 1 / 2 " 1" • •• NOTE:SEE CIVIL DRAWING PRECISE GRADING PLANS FOR DIMENSIONS AND SPECIFICATIONS OF GUTTERS.INSTALL EXPOSED JOINTS AT 30'-0" O.C.ALL EXPOSED SURFACES TO BE TROWELED SMOOTH PVC TRANSITION TO TIE INTOSTORM SEWER. REFERENCECIVIL DRAWING PRECISE GRADING PLANS FOR LOCATION. CUT OFF PIPE 3" FROMFACE OF WALL ANDPAINT TO MATCH WALLSEE PLUMBING DWG'S ROOF DRAIN PIPE •NOTE:SEE PLUMBING DRAWING P-XXXX FOR SIZE OF DRAINS MIN. 6" 4" THK. CONC. SLAB * 6"X6" 10#-10# WWM 3/8" FIBER EXP. JOINT AT30'-0"O/C MAX. IN ANY DIRECTIONRADIUS EDGES 1/4" 1/2" DEEP TOOLED JOINTW/ 1/4"R EDGES CONCRETE FLOOR ORSIDEWALK 18A CONTROL JT. 18B EXPANSION JT. • • NOTE:SEE CIVIL DRAWING PRECISE GRADING PLANS FOR DIMENSIONS AND SPECIFICATIONS OF SIDEWALK.WHEN APPROVED BY OWNER A 1" DEEP BY 1/8" WIDE SAWED JOINT MAY BE USED AND MUST BE DONE NO LATER THAN 24 HRS. AFTER CONCRETE IS POURED. CAST IRON DRAIN LINE •NOTE:SEE CIVIL DRAWING PRECISE GRADING PLAN SHEET 2 FOR NOTES & DIMENSIONS. CONCRETE WALK 1/2" EXPANSION JOINTMATERIAL 6" 2" 3' - 9 1 / 2 " 1' - 11 3/4" EMBEDDED POST EXISTING CMU WALL TO REMAIN EXISTING METAL COLUMNS TO REMAIN EXISTING METAL ROOF TO REMAIN EXISTING METAL GATE TO REMAIN A00214 11 ' - 1 " 24' - 4" NEO & Associates 2115 Huntington DriveSan Marino, CA 91108 626.590.1818 Date Issued SHEET TITLE Approval Stamp 2/ 1 3 / 2 0 2 3 1 1 : 3 3 : 5 6 A M A002A002 SITE PLANSITE PLAN DETAILSDETAILS AR C A D I A B U I L D I N G AR C A D I A B U I L D I N G 01/05/2023 80 2 - 8 0 6 S 1 S T A V E AR C A D I A C A 9 1 0 0 6 SCALE 6" 1'-0"1GROOVED BORDER SCALE 1" 1'-0"2ACCESSIBLE SYMBOLSCALE 1 1/2" 1'-0"5CONCRETE APRON SCALE 1/4" 1'-0"11STRIPING PLAN SCALE 1" 1'-0"6ACCESSIBLE PARKING SIGN SCALE 1" 1'-0"7UNAUTHORIZED PARKING SIGN SCALE 1/4" 1'-0"3ENLARGED ADA VAN PARKING SCALE 1 1/2" 1'-0"4CURB AT SIDEWALKSCALE 1 1/2" 1'-0"8CONC. CURB AT PLANTER SCALE 1 1/2" 1'-0"13CURB END SCALE 1 1/2" 1'-0"10GUTTER DETAIL SCALE 1 1/2" 1'-0"17STORM DRAIN LINE DETAIL SCALE 1 1/2" 1'-0"9CONTROL & EXPANSION JOINT SCALE 1 1/2" 1'-0"12STORM DRAIN UNDER SLABSCALE 1" 1'-0"16BIKE RACK DETAIL SCALE 1/2" 1'-0"14TRASH ENCLOSURE SCALE 1/4" 1'-0"15ENLARGED TRASH ENCLOSURE PLAN NO. DESCRIPTION DATE 1. 2. 3. 4.5. 6. 1.2.3.4.5.6. 7. 1. 2.3.4. GENERAL NOTES:THE INTERNATIONAL SYMBOL OF ACCESSIBILITY SHALL CONSIST OF A WHITE FIGURE ON A BLUE BACKGROUND. THE BLUE SHALL EQUAL TO COLOR NO. 15090 IN FEDERAL STANDARD 599B.PICTORIAL SYMBOLS SIGNS (PICTOGRAMS) SHALL BE ACCOMPANIED BY THE EQUIVALENT VERBAL DESCRIPTION PLACED DIRECTLY BELOW THE PICTOGRAM.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 SYMBOLS SHALL CONTRAST WITH THEIR BACKGROUND.SIZE CHARACTERS AND NUMBERS ACCORDING TO THE VIEWING DISTANCE FROM WHICH THEY ARE TO BE READ. THE MINIMUM HEIGHT IS MEASURED USING AN UPPER CASE X. LOWER CASE CHARACTERS ARE PERMITTED. FOR SIGNS SUSPENDED OR PROJECTED ABOVE THE FINISH FLOOR THE MINIMUM CHARACTER HEIGHT SHALL BE 3".GRADE II BRAILLE SHALL BE USED. DOTS SHALL BE 1/10" ON CENTER IN EACH CELL WITH 2/10" SPACE BETWEEN CELLS. DOTS SHALL BE RAISED A MIN. OF 1/40" ABOVE THE BACKGROUND.DOORS: MINIMUM 3' IN WIDTH, 6'-8" IN HEIGHT.OPENS A MINIMUM OF 90 DEGREES.CLEAR WIDTH OF DOORWAY IS 32" MINIMUM.DOUBLE DOORS/AUTOMATIC DOORS - AT LEAST ONE DOOR MUST COMPLY WITH 1 - 3 ABV.BOTTOM OF 10" OF DOOR HAS A SMOOTH, UNINTERRUPTED SURFACE (KICK PLATE).EFFORT TO OPERTE DOORS IS WITHIN PRESSURES ALLOWED. INTERIOR DOORS - 5 POUNDS MAXIMUM PRESSURE TO OPERATE; EXTERIOR DOORS - 8 1/2 POUNDS MAXIMUM PRESSURE TO OPERATE; FIRE DOORS - 15 POUNDS MAXIMUM PRESSURE TO OPERATE.AUTOMATIC DOORS MUST PROVIDED A MINIMUM 32" CLEARANCE WHEN FULLY OPEN.DOOR HARDWAREEXIT DOORS ARE OPERABLE FROM THE INSIDE WITHOUT THE USE OF A KEY OR ANY SPECIAL KNOWLEDGE OR EFFORTOPERABLE WITH A SINGLE EFFORT (EX. LEVER TYPE, PANIC BARS OR PUSH-PULL TYPE.OPENING HARDWARE IS CENTERED BETWEEN 30" AND 44" ABOVE FINISH FLOOR.DOOR CLOSERS, IF PRESENT, MUST BE THE SET SO THAT IT TAKES AT LEAST 3 SECONDS TO CLOSE FROM AN OPEN POSITION OF 70 DEGREES TO WITHIN 3" OF THE LATCH. 4' - 0 " 6' - 8 " OF H I G H E S T R A I S E D C H A R A C T E R S 4' - 0 " M I N . A . F . F . T O B A S E L I N E OF L O W E S T B R A I L L E C E L L S 4' - 0 " M I N . A . F . F . T O B A S E L I N E 4' - 0 " M A X . 18 " M I N . 15 " M I N . 58 " - 6 0 " C E N T E R O F D O O R S I G N 10 " 3' - 6 " LOWEST POINT OF OVERHEAD OBSTRUCTION SIGNAGE PER SPECIFICATIONAND DETAIL (TACTILE SIGN) OUTLET SWITCH OR CONTROL F.F.F.F. CALL BOX & FIRE ALARM CONTROL LINE OF CEILING EXIT SIGN (WHERE REQUIRED) BASE AS SCHEDULED LOW LEVEL EXIT SIGN(WHERE REQUIRED)DOOR KICK AT GLAZEDDOOR DOOR AS SCHEDULED SIGNAGE PER SPECIFICATIONAND DETAILS (TACTILE SIGN) SWITCH, CONTROLSAND OUTLETCL CL CL EXIT EXIT 3' - 0 " M I N . CL DISTANCE BETWEEN CORRECPONDING DOTS IN ADJACENT CELLS DISTANCE BETWEEN DOTS IN THE SAME CELL SINGLE BRAILLE CELL BLANK CELL SPACE BETWEEN WORDS RAISED DOT BASE DIAMETER NO RAISED DOT DISTANCE BETWEEN DOTS IN THE SAME CELL DISTANCE BETWEEN CORRECPONDING DOTS FROM ONE CELL DIRECTLY BELOW FIGURE 703.3.1 BRAILLE MEASUREMENT AREA OFFEFUGE 3/8 MIN 9.5 3/8 MIN 9.5 FIGURE 703.3.2 POSITION OF BRAILLE DOT BASE DIAMETER DISTANCE BETWEENTWO DOTS IN THE SAME CELL DISTANCE BETWEEN CORRESPONDINGDOTS IN ADJACENT CELLS DOT HEIGHT DISTANCE BETWEEN CORRESPONDING DOTSFROM ONE CELL DIRECTLY BELOW 0.059 in (1.5 mm) TO0.063 in (1.6 mm) 0.090 in (2.3 mm) TO0.100 in (2.5 mm) 0.241 in (6.1 mm) TO0.300 in (7.6 mm) 0.025 in (0.6 mm) TO0.037 in (0.9 mm) 0.396 in (10 mm) TO0.400 in (10.2 mm) 48 MIN 1220 30 M I N 76 0 48 M I N 12 2 0 30 M I N 76 0 48 MIN 1220 (a)FORWARD (b)PARALLEL FIGURE 305.5POSITION OF CLEAR FLOOR OR GROUND SPACEFIGURE 305.3CLEAR FLOOR OR GROUND SPACE 30 MIN 760 24 MAX 610 48 MIN 1220 24 MAX 610 36 M I N 91 5 FIGURE 403.5.1 CLEAR WIDTH OF AN ACCESSIBLE ROUTE 32 M I N 81 5 36 M I N 91 5 32 M I N 81 5 LIBRARY FIGURE 703.2.5 HEIGHT OF RAISED CHARACTERS 5 /8-2 16 - 5 1 SIGNAGE FIGURE 703.4.1 HEIGHT OF TACTILE CHARACTERS ABOVE FINISH FLOOR OR GROUND 48 M I N 12 2 0 60 M A X 15 2 5 SIGNAGE X > 2 7 X > 8 0 4 MAX 100 27 - 8 0 20 3 0 68 5 - 2 0 3 0 68 5 12 MAX 305 12 MAX 305 27 M A X 68 5 x > 12 305 FIGURE 307.2 LIMITS OF PROTRUDING OBJECTS FIGURE 307.3 POST-MOUNTED PROTRUDING OBJECTS (a)(b) x > 12 305 80 M I N 20 3 0 18 MAX455 CENTERED ONTACTILE CHARACTERS 18 MAX455 45° FIGURE 703.4.2 LOCATION OF TACTILE SIGNS AT DOORS 10 MAX 255 10 MAX 255 > 10-24 MAX 255-610 48 M A X 12 2 0 48 M A X 12 2 0 46 M A X 11 7 0 34 M A X 86 5 34 M A X 86 5 FIGURE 308.3.1UNOBSTRUCTED SIDE REACH FIGURE 308.3.2OBSTRUCTED HIGH SIDE REACH 15 M I N 38 0 (a)(b) 15 M I N 38 0 48 M A X 12 2 0 48 M A X 12 2 0 20 MIN 380 >20-25 MAX 510-635 44 M A X 12 2 0 FIGURE 308.2.2UNOBSTRUCTED HIGH FORWARD REACH FIGURE 308.3.1OBSTRUCTED FORWARD REACH (a)(b) UNISEX RESTROOM NOT IN PICTOGRAM FIELD 6" M I N 15 0 FIGURE 703.6.1PICTOGRAM FIELD DARK - ON - LIGHT.REQUIRED WALL SIGN 60 " 12" DIAM . REQUIRED DOOR SIGN SIDE SINK DETAIL 9" 29 " 34 " 6" TOE SPACE MIN. 8" MIN. 11" FRONT SINK DETAIL 29 " M I N . 34 " M A X . INSULATE ALL EXPOSED PIPING UNDER SINKS 18" 1. 2. 3. 4. 5. DETECTABLE WARNING SHALL CONTRAST VISUALLY WITH ADJOINING SURFACES, EITHER LIGHT ON DARK OR DARK ON LIGHT. THE MATERIAL USED TO PROVIDE CONTRAST SHALL BE AN INTEGRAL PART OF THE WALKING SURFACE. DETECTABLE WARNINGS SHALL EXTEND FULL WIDTH AND DEPTH OF CURB RAMPS, ACCESSIBLE PATH THAT CROSSES VEHICULAR PATH NOT SEPARATED BY ANOTHER ELEMENT. DETECTABLE WARNING (TRUNCATED DOME) SHALL COMPLY WITH CBC SECTION 705.3.1) DETECTABLE WARNING (TRUNCATED DOME) SHALL COMPLY WITH CBC SECTION 1133B.8.4) -A 0. 9 " A T B A S E 2.35" 0.45" AT TOP 2. 3 5 " 0.9". 0. 2 " . SECTION A 1/2 MAX13 FIGURE 302.2 CARPET PILE HEIGHT FIGURE 302.3 ELONGATED OPENINGS IN FLOOR OR GROUND SURFACES 1/46.4 1/46.4 1/46.4 DOMINANT DIRECTION OF TRAVEL 1/2 MAX13LONG DIMENSION PERPENDICULAR TO DOMINANT DIRECTION OF TRAVEL 1 2 1/2 13 FIGURE 303.2 VERTICAL CHANGE IN LEVEL EXIT TACTILE EXIT SIGN MA X . 2" LETTERING W/ STROKE 15% MAX. HEIGHT OF CHARACTER NOTES:TACTILE EXIT SIGN HEIGHT FROM FLOOR SEE 11 A003 12 A003 10 A003 9 A003 EXIT ROUTE MA X . 2" LETTERING W/ STROKE 15% MAX. HEIGHT OF CHARACTER 1 MANUEVERING CLEARANCES @ MANUAL SWINGING DOORS & GATES NEO & Associates 2115 Huntington DriveSan Marino, CA 91108 626.590.1818 Date Issued SHEET TITLE Approval Stamp 2/ 1 3 / 2 0 2 3 1 1 : 3 3 : 5 7 A M A003A003 ACCESSIBLEACCESSIBLE DETAILSDETAILS AR C A D I A B U I L D I N G AR C A D I A B U I L D I N G 01/05/2023 80 2 - 8 0 6 S 1 S T A V E AR C A D I A C A 9 1 0 0 6 SCALE 6" 1'-0"1ACCESSIBILITY NOTES SCALE 1/2" 1'-0"3MISC. ELEVATIONS SCALE 1/4" 1'-0"10BRAILLE POSITION & MEASUREMENT SCALE 1/4" 1'-0"8CLEAR FLOOR GROUND SPACE SCALE 1/4" 1'-0"7CLEAR WIDTH OF AN ACCESIBLE ROUTE SCALE 1/4" 1'-0"9HEIGHT OF TACTILE CHARACTERS SCALE 1/4" 1'-0"4LIMITS OF PROTRUDING OBJECTS SCALE 1/4" 1'-0"12LOCATION OF TACTILE SIGNS AT DOORS SCALE 1/4" 1'-0"5OBSTRUCTED SIDE REACHES SCALE 1/4" 1'-0"6OBSTRUCTUCTED FORWARD REACHES SCALE 1/4" 1'-0"11PICTOGRAM FIELD SCALE 1/2" 1'-0"2ACCESSIBLE SINK DETAIL SCALE 3" 1'-0"13TRUNCATED DOMES SCALE 1/4" 1'-0"14CHANGES IN LEVEL 1 1 1 SCALE 1 1/2" 1'-0"15TACTILE EXIT SIGN DETAIL SCALE 1/2" 1'-0"16ACCESSIBLE DOOR CLEARANCES NO. DESCRIPTION DATE 1 PC 1 10/28/22 D 06 D01 D42 D50 D52 D59 D01 D01 D01 D01 D01 D 01 D02 D02 D 02 D02 D40 D02 D02 D01 D 02 D01 D10 D 40 D40 D45 D45 D41 D 45 D55 D42 D42 0'2' 4'8'16' D 01 D02 D01 D03 D01 D 40 D 59 D 02 D42 D03 3' - 2"3' - 1" D02 D 01 22 ' - 5 " 2' - 4 " D 42 D42 D42 D42 D42 D42 D 42 D 42 D 42 D 42 D 42 D 42 D02 D 02 D 02 D02 D02 D 02 D02 D02 D02 D 02 D 03 8' - 5"9' - 6" D12 D10 D12 D10 D12 D10 D12 D10 D12 D10 D12 D10 D12 D10 D12 D10 D12 D 10 D 12 D10 D12 D10 D12 D10 D12 D10 D12 D10 D12 D604 LEGEND EXISTING WALL TO REMAIN EXISTING WALL TO BE DEMOLISHED KEYNOTE TAG - SEE ABOVE FOR KEYNOTES PROPERTY LINE D01 NOTES • XXXX NEO & Associates 2115 Huntington DriveSan Marino, CA 91108 626.590.1818 Date Issued SHEET TITLE Approval Stamp 2/ 1 3 / 2 0 2 3 1 1 : 3 3 : 5 8 A M A004A004 FIRST FLOORFIRST FLOOR DEMO PLANDEMO PLAN AR C A D I A B U I L D I N G AR C A D I A B U I L D I N G 01/05/2023 80 2 - 8 0 6 S 1 S T A V E AR C A D I A C A 9 1 0 0 6 SCALE 1/4" 1'-0"1FIRST FLOOR DEMO PLAN KEYNOTES-DEMO PLAN #KEYNOTE 01 EXISTING WALL TO REMAIN 02 EXISTING WALL TO BE DEMOLISHED 03 EXISTING WALL TO BE PARTIALLY DEMOLISHED 06 EXISTING STOREFRONT TO BE DEMOLISHED 07 EXISTING STOREFRONT TO BE MODIFIED 10 EXISTING FINISH FLOOR TO BE DEMOLISHED 12 EXISTING CEILING TO BE DEMOLISHED 20 EXISTING ROOF TO BE DEMOLISHED 40 EXISTING DOOR TO REMAIN - REPLACE AS NECESSARY 41 EXISTING DOOR TO BE MODIFIED 42 EXISTING DOOR TO BE DEMOLISHED 45 EXISTING WINDOW TO REMAIN - REPLACE ASNECESSARY 50 EXISTING MECHANICAL EQUIPMENT TO REMAIN -REPAIR AS NECESSARY 52 EXISTING MECHANICAL EQUIPMENT TO BE RELOCATEDOR MODIFIED 55 EXISTING ELECTRICAL EQUIPMENT TO BE RELOCATEDOR MODIFIED 56 EXISTING SOLAR PANELS TO BE SALVAGED ANDREINSTALLED 59 EXISTING PLUMBING FIXTURE TO BE RELOCATED ORMODIFIED 60 EXISTING WATER HEATER TO REMAIN NO. DESCRIPTION DATE 4 PC 4 12/16/22 4 (E) ROOF150' - 9" D45D40D45D01 D01 D01D45D40D40D01 D20 D52 D52 D52 FIRST FLOOR139' - 9" (E) ROOF150' - 9" A.V.G.139' - 5 1/2" D20D01D42D01D07 D 20 D06 D02 D52 D52 D02D01 9' - 5"8' - 6" FIRST FLOOR139' - 9" (E) ROOF150' - 9" A.V.G.139' - 5 1/2" D 01 D 40 D 20 D 01 D 52 D 52 FIRST FLOOR139' - 9" (E) ROOF150' - 9" A.V.G.139' - 5 1/2" D 01 D 01 D01 D 01 D 07 D02 D 06 D 07 D02 D 07 D02 D42 D 20 D20 D 52 D 52 D 52 LEGEND EXISTING WALL TO REMAIN EXISTING WALL TO BE DEMOLISHED KEYNOTE TAG - SEE ABOVE FOR KEYNOTES PROPERTY LINE D01 NOTES • XXXX NEO & Associates 2115 Huntington DriveSan Marino, CA 91108 626.590.1818 Date Issued SHEET TITLE Approval Stamp 2/ 1 3 / 2 0 2 3 1 1 : 3 4 : 1 4 A M A005A005 DEMOLITIONDEMOLITION ELEVATIONSELEVATIONS AR C A D I A B U I L D I N G AR C A D I A B U I L D I N G 01/05/2023 80 2 - 8 0 6 S 1 S T A V E AR C A D I A C A 9 1 0 0 6 SCALE 1/4" 1'-0"1DEMOLITION EAST BUILDING ELEVATION SCALE 1/4" 1'-0"2DEMOLITION NORTH BUILDING ELEVATION SCALE 1/4" 1'-0"3DEMOLITION SOUTH BUILDING ELEVATION SCALE 1/4" 1'-0"4DEMOLITION WEST BUILDING ELEVATION KEYNOTES-DEMO PLAN #KEYNOTE 01 EXISTING WALL TO REMAIN 02 EXISTING WALL TO BE DEMOLISHED 03 EXISTING WALL TO BE PARTIALLY DEMOLISHED 06 EXISTING STOREFRONT TO BE DEMOLISHED 07 EXISTING STOREFRONT TO BE MODIFIED 10 EXISTING FINISH FLOOR TO BE DEMOLISHED 12 EXISTING CEILING TO BE DEMOLISHED 20 EXISTING ROOF TO BE DEMOLISHED 40 EXISTING DOOR TO REMAIN - REPLACE AS NECESSARY 41 EXISTING DOOR TO BE MODIFIED 42 EXISTING DOOR TO BE DEMOLISHED 45 EXISTING WINDOW TO REMAIN - REPLACE ASNECESSARY 50 EXISTING MECHANICAL EQUIPMENT TO REMAIN -REPAIR AS NECESSARY 52 EXISTING MECHANICAL EQUIPMENT TO BE RELOCATEDOR MODIFIED 55 EXISTING ELECTRICAL EQUIPMENT TO BE RELOCATEDOR MODIFIED 56 EXISTING SOLAR PANELS TO BE SALVAGED ANDREINSTALLED 59 EXISTING PLUMBING FIXTURE TO BE RELOCATED ORMODIFIED 60 EXISTING WATER HEATER TO REMAIN NO. DESCRIPTION DATE LEGEND EXISTING WALL TO REMAIN EXISTING WALL TO BE DEMOLISHED KEYNOTE TAG - SEE ABOVE FOR KEYNOTES PROPERTY LINE D01 NOTES • XXXX 0'2' 4'8'16' D20 D20 D 20 D 20 D 20 D20 D56 D56 D56 D52 D 52 D52 NEO & Associates 2115 Huntington DriveSan Marino, CA 91108 626.590.1818 Date Issued SHEET TITLE Approval Stamp 2/ 1 3 / 2 0 2 3 1 1 : 3 4 : 1 6 A M A006A006 DEMOLITIONDEMOLITION ROOF PLANROOF PLAN AR C A D I A B U I L D I N G AR C A D I A B U I L D I N G 01/05/2023 80 2 - 8 0 6 S 1 S T A V E AR C A D I A C A 9 1 0 0 6 KEYNOTES-DEMO PLAN #KEYNOTE 01 EXISTING WALL TO REMAIN 02 EXISTING WALL TO BE DEMOLISHED 03 EXISTING WALL TO BE PARTIALLY DEMOLISHED 06 EXISTING STOREFRONT TO BE DEMOLISHED 07 EXISTING STOREFRONT TO BE MODIFIED 10 EXISTING FINISH FLOOR TO BE DEMOLISHED 12 EXISTING CEILING TO BE DEMOLISHED 20 EXISTING ROOF TO BE DEMOLISHED 40 EXISTING DOOR TO REMAIN - REPLACE AS NECESSARY 41 EXISTING DOOR TO BE MODIFIED 42 EXISTING DOOR TO BE DEMOLISHED 45 EXISTING WINDOW TO REMAIN - REPLACE ASNECESSARY 50 EXISTING MECHANICAL EQUIPMENT TO REMAIN -REPAIR AS NECESSARY 52 EXISTING MECHANICAL EQUIPMENT TO BE RELOCATEDOR MODIFIED 55 EXISTING ELECTRICAL EQUIPMENT TO BE RELOCATEDOR MODIFIED 56 EXISTING SOLAR PANELS TO BE SALVAGED ANDREINSTALLED 59 EXISTING PLUMBING FIXTURE TO BE RELOCATED ORMODIFIED 60 EXISTING WATER HEATER TO REMAIN SCALE 1/4" 1'-0"1DEMOLITION ROOF PLAN NO. DESCRIPTION DATE D12 D12 D12 D12 D12 D12 D12 D12 - - - - - - ---- A00214 NEO & Associates 2115 Huntington DriveSan Marino, CA 91108 626.590.1818 Date Issued SHEET TITLE Approval Stamp 2/ 1 3 / 2 0 2 3 1 1 : 3 4 : 1 7 A M A007A007 DEMOLITIONDEMOLITION RCPRCP AR C A D I A B U I L D I N G AR C A D I A B U I L D I N G 01/05/2023 80 2 - 8 0 6 S 1 S T A V E AR C A D I A C A 9 1 0 0 6 SCALE 1/4" 1'-0"1FIRST FLOOR DEMO RCP KEYNOTES-DEMO PLAN #KEYNOTE 01 EXISTING WALL TO REMAIN 02 EXISTING WALL TO BE DEMOLISHED 03 EXISTING WALL TO BE PARTIALLY DEMOLISHED 06 EXISTING STOREFRONT TO BE DEMOLISHED 07 EXISTING STOREFRONT TO BE MODIFIED 10 EXISTING FINISH FLOOR TO BE DEMOLISHED 12 EXISTING CEILING TO BE DEMOLISHED 20 EXISTING ROOF TO BE DEMOLISHED 40 EXISTING DOOR TO REMAIN - REPLACE AS NECESSARY 41 EXISTING DOOR TO BE MODIFIED 42 EXISTING DOOR TO BE DEMOLISHED 45 EXISTING WINDOW TO REMAIN - REPLACE ASNECESSARY 50 EXISTING MECHANICAL EQUIPMENT TO REMAIN -REPAIR AS NECESSARY 52 EXISTING MECHANICAL EQUIPMENT TO BE RELOCATEDOR MODIFIED 55 EXISTING ELECTRICAL EQUIPMENT TO BE RELOCATEDOR MODIFIED 56 EXISTING SOLAR PANELS TO BE SALVAGED ANDREINSTALLED 59 EXISTING PLUMBING FIXTURE TO BE RELOCATED ORMODIFIED 60 EXISTING WATER HEATER TO REMAIN NO. DESCRIPTION DATE DN DN LEGEND SETBACK PROPERTY LINE EGRESS P.O.T.PER CBC TABLE 1017.2 EXIT ACCESS TRAVEL DISTANCE SHALL NOT EXEED 300' WITH SPRINKLER SYSTEM IN ACCORDANCE WITH SECTION 903.3.11 WALL OR CEILING MOUNTEDDIRECTIONAL EXIT SIGNAGE 0'2' 4 ' 8'16' 296 SF LOBBY OCC.:2 247 SF CONFERENCE ROOM OCC.:17 101 SF OFFICE OCC.:1 99 SF OFFICE OCC.:1 99 SF OFFICE OCC.:1 101 SF OFFICE OCC.:1 129 SF (E) MECH.ROOM OCC.:1 976 SF OPEN OFFICE OCC.:20 299 SF CONFERENCE ROOM OCC.:21 287 SF LOBBY OCC.:2 117 SF OFFICE OCC.:1 113 SF OFFICE OCC.:1 115 SF OFFICE OCC.:1 102 SF OFFICE OCC.:1 108 SF OFFICE OCC.:1 195 SF TOM OFFICE OCC.:2 89 SF LOUNGE AREA OCC.:6 112 SF OFFICE OCC.:1 57 SF STORAGE OCC.:1 CORRIDOR D 42 SF PRINTING AREA OCC.:1 170 SF HANNAH OFFICE OCC.:2 196 SF BREAK ROOM/ KITCHEN OCC.:2 UNIT 802 PRIMARY EGRESSTOTAL OCC.: 49WIDTH: 72" F02 F 01 F03 F04 F05 F06 F01 F 01 F02 F 02 F03 F 03 F04 F04 F05 F05 F 06 F 07 F 07 15 A003 15 A003 15 A003 67' - 1" 15 sec COMMON EGRESS PATH Function Legend ACCESSORY STORAGE AREAS, MECHANICAL EQUIPMENT ROOM ASSEMBLY UNCONCENTRATED BUSINESS AREAS BUSINESS CONCENTRATED CIRCULATION MEN RESTROOM WOMEN RESTROOM 113' - 5" 26 sec ADA PATH OF TRAVEL 75' - 0" 17 sec COMMON EGRESS PATH 17 7 S F CO R R . B OC C . : 1 413 SF CORRIDOR A OCC.:3 42' - 4" 10 sec COMMON EGRESS PATH 341 SF OFFICE OCC.:3F01 F01 F 07 F01 UNIT 806 PRIMARY EGRESSTOTAL OCC.: 35WIDTH: 72" SHARED PRIMARY EGRESSTOTAL OCC.: 10WIDTH: 36" NEO & Associates 2115 Huntington DriveSan Marino, CA 91108 626.590.1818 Date Issued SHEET TITLE Approval Stamp 2/ 1 3 / 2 0 2 3 1 1 : 3 4 : 1 9 A M A008A008 OCCUPANCYOCCUPANCY AND EXITINGAND EXITING AR C A D I A B U I L D I N G AR C A D I A B U I L D I N G 01/05/2023 80 2 - 8 0 6 S 1 S T A V E AR C A D I A C A 9 1 0 0 6 OCC. CALCULATIONS OCCUPANCY AREAS UNIT 802 AREA OLF OCCBUSINESS1,726 SF 150 14ASSEMBLY302 SF 15 21TOTAL:2,029 SF 35UNIT 806BUSINESS 1,247 SF 150 11ASSEMBLY254 SF 15 17OPEN OFFICE 976 SF 50 20MECHANICAL ROOM 129 SF 300 1TOTAL:49SHARED 802-806BUSINESS 305 SF 150 4ASSEMBLY89 SF 15 6TOTAL:394 SF 10 *RESTROOMS AND HALLWAY NOT INCLUDED AS OCCUPIABLE SPACE.*CALCULATIONS PER SECTION CBC 1004 & TABLE 1004.5 # OF EXITS REQUIRED UNIT 802REQUIRED EXITS 1PROPOSED EXITS 1UNIT 806REQUIRED EXITS 1PROPOSED EXITS 1SHARED 802-806REQUIRED EXITS 1PROPOSED EXITS 1*PER CBC 1005.3.2 EXITING WIDTH REQUIREMENTS UNIT 802REQUIRED WIDTH 7" (35 x 0.2")PROPOSED WIDTH 72"UNIT 806REQUIRED WIDTH 9.8" (49 x 0.2")PROPOSED WIDTH 72"SHARED 802-806REQUIRED WIDTH 2" (10 x 0.2")PROPOSED WIDTH 36"*PER CBC 1005.3.2 TOILET FACILITIES CALCULATION REQUIRED PROVIDED802 806OCC. LOAD 35 49MEN18 25WOMEN18 25 WATER CLOSETMENS 1 1 3WOMENS2 2 4 URINAL 1 LAVATORIESMENS 1 1 2WOMENS1 1 2 DRINKING FOUNTAIN 1 -1 SERVICE SINK 1 -1 *PER CPC 422 & TABLE 422.1 SCALE 1/4" 1'-0"1FLOOR PLAN OCCUPANCY KEYNOTES-EGRESS PLAN #KEYNOTE 01 ILLUMINATED EXIT SIGN 02 INTERNATIONAL SYMBOL OF ACCESSIBILITY SIGN @60"A.F.F. SIGNAGE TOO COMPLY WITH CBC 11B-216.6 03 EXIT (BRAILLE) SIGN @ 60" A.F.F. SIGNAGE TO COMPLYWITH CBC 1011.4 AND 11B-703 04 PROVIDE NEW OCCUPANT LOAD SIGNAGE SECTION1004.3 SIGN WALL SHALL BE POSTED IN ACONSPICUOUS PLACE NEAR THE MAIN EXIT OR EXITACCESS DOORWAY FROM THE ROOM. REFER TOOCCUPANT LOAD CALCULATION PER EXIT ANALYSISTABLE ON THIS SHEET 05 PROVIDE SIGNAGE "THIS DOOR TO REMAIN UNLOCKEDDURING BUSINESS HOURS". 06 ACCESSIBLE RESTROOM SIGNAGE, REFER TOACCESSIBLE SIGNAGE AND NOTES ON SHEET A003 07 EXIT ROUTE (BRAILLE) SIGN @ 60" A.F.F. SIGNAGE TOCOMPLY WITH CBC 1011.4 AND 11B-703 1 1 NO. DESCRIPTION DATE 1 PC 1 10/28/22 DN DN LEGEND DETAIL NUMBER#### #-- ### #### #-- #-- #-- #-- #### # -- #--#-- # -- F01 # #### -- # #### ## ## # SHEET NUMBER VIEW CALLOUT DETAIL NUMBER SHEET NUMBER INTERIOR ELEVATION CALLOUT DETAIL NUMBER SHEET NUMBER EXTERIOR ELEVATION CALLOUT DETAIL NUMBER SHEET NUMBER SECTION CALLOUT KEYNOTE TAG - SEE KEYNOTES ABOVE WALL TAG - SEE A500 FOR WALL ASSEMBLIES DOOR TAG - SEE SERIES A600 FOR DOOR SCHEDULE WINDOW TAG - SEE SERIES A600 FOR WINDOW SCHEDULE GENERAL VIEW REFERENCE REVISION CLOUD TAG - SEE TITLEBLOCK FOR REVISION SCHEDULE PROPERTY LINE SETBACK DEMISING WALL DETAIL NUMBER SHEET NUMBER NOTES • INTERIOR FURNITURE LAYOUT SHOWN FOR REFERENCE ONLY. NOT USED FOR OCCUPANCY CALCULATIONS. 2 A300 0'2' 4'8'16' 1 A300 CONFERENCE ROOM CONFERENCE ROOM OFFICE (E) MECH.ROOM BR E A K R O O M / K I T C H E N LOBBY HANNAH OFFICE OFFICEOFFICEOFFICE OFFICE 11 ' - 2 " 6' - 4 " 10 ' - 0 " 10 ' - 5 " 5' - 5 " 15 ' - 2 " 1 A301 10' - 7" OFFICEOFFICE TOM OFFICE OPEN OFFICE LOUNGE AREA OFFICEOFFICE OFFICE ST O R A G E A4011 A400 1 A4002 101 102 103 104 105 10 7 106 11 0 10 9 10 8 11 4 11 6 12 0 12 1 12 2 12 3 12 4 12 5 127 11 1 11 5 A400 3 12 6 13 0 A B B LOBBY CORRIDOR A CORR. B CORRIDOR D PRINTING AREA 2 A301 118 119 MEN RESTROOM WO M E N R E S T R O O M 12 9 4 A310 2 A310 4' - 1"12' - 3"12' - 1"12' - 1" 7' - 0"8' - 6" 18 ' - 1 " 13 ' - 8 " 21 ' - 4 " 15 ' - 4 " 10' - 1"10' - 7"5' - 5"11' - 5"5' - 11" 20' - 8"17' - 5" 131 112 A 113 1A N 1A 1A 1B 1B 1B 1A 1A 1A 1A 1A 1A 1A 1C 1C 2C 2C 2C 2C 2C 2C 2C 2C 2C 2C 2C 2C 2C 2C 2C 2C 2C 2C 2C 2C 2C 2C 2C 2C 2C 2C 2C A200 1 A200 2 A2011 A201 2 14 A003 14 A003 14 A003 14 A003 1 1 A601 1 1 1 1 4 5' - 1" A00214 14' - 0" 14' - 0" M N 5' - 0 " 19 ' - 4 " 2C 2C MI N . 12 " MI N . 12 " MIN. 12" 12 " M I N . 12" MIN. 1 1 1 1 1 1 128 D E F G 12" MIN. 18" MIN. 30" x 48" CLEAR FLOOR SPACE SITE-PLANT J K C A 2 A0032 10 0 6' - 9 " 14 ' - 7 " 2A 2A 3' - 0 " 15 A0032 415 A003 4 15 A003 NEO & Associates 2115 Huntington DriveSan Marino, CA 91108 626.590.1818 Date Issued SHEET TITLE Approval Stamp 2/ 1 3 / 2 0 2 3 1 1 : 3 4 : 2 1 A M A100A100 FIRST FLOORFIRST FLOOR PLANPLAN AR C A D I A B U I L D I N G AR C A D I A B U I L D I N G 01/05/2023 80 2 - 8 0 6 S 1 S T A V E AR C A D I A C A 9 1 0 0 6 SCALE 1/4" 1'-0"1FIRST FLOOR PLAN NO. DESCRIPTION DATE 1 PC 1 10/28/22 2 PC 2 12/12/22 4 PC 4 12/16/22 NOTES • XXXX LEGEND DETAIL NUMBER#### #-- ### #### #-- #-- #-- #-- #### # -- # -- # -- # -- F01 # #### -- # #### ## ## # SHEET NUMBER VIEW CALLOUT DETAIL NUMBER SHEET NUMBER INTERIOR ELEVATION CALLOUT DETAIL NUMBER SHEET NUMBER EXTERIOR ELEVATION CALLOUT DETAIL NUMBER SHEET NUMBER SECTION CALLOUT KEYNOTE TAG - SEE KEYNOTES ABOVE WALL TAG - SEE A500 FOR WALL ASSEMBLIES DOOR TAG - SEE SERIES A600 FOR DOOR SCHEDULE WINDOW TAG - SEE SERIES A600 FOR WINDOW SCHEDULE GENERAL VIEW REFERENCE REVISION CLOUD TAG - SEE TITLEBLOCK FOR REVISION SCHEDULE PROPERTY LINE SETBACK DEMISING WALL DETAIL NUMBER SHEET NUMBER 2 A300 0'2' 4'8'16' 1 A300 R01 R01 R02 1 A301 2 A301 2% 2% 2% R01 R01 R01 4 A310 2 A310 R03 R 04 A200 1 A200 2 A2011 A201 2 2% 1 A601 2% 2% 1 R 05 R 05 R 05 R 05 R 05 1 1 1 1 1 2% A00214 C C 1" / 1 2 " 2 % 2 % 2 % 2% 2% 2% 2% 2% 2% R 02 R 06 4" 2 2% 2% NEO & Associates 2115 Huntington DriveSan Marino, CA 91108 626.590.1818 Date Issued SHEET TITLE Approval Stamp 2/ 1 3 / 2 0 2 3 1 1 : 3 4 : 2 3 A M A101A101 ROOF PLANROOF PLAN AR C A D I A B U I L D I N G AR C A D I A B U I L D I N G 01/05/2023 80 2 - 8 0 6 S 1 S T A V E AR C A D I A C A 9 1 0 0 6 KEYNOTES-ROOF PLAN #KEYNOTE 01 (N) GAFGLAS® Mineral Surfaced Cap Sheet - ASTM D3909 -UL Class A - ICC ESR-1274 02 (E) EXISTING SCUPPER/DOWNSPOUT TO REMAIN 03 (N) SOLAR PANEL ZONE 04 (N) ROOF ACCESS LADDER 05 (N) MECHANICAL UNIT - SEE MECHANICAL DRAWINGS 06 (N) NEW 8"X14" OVERFLOW, 2" ABOVE LOW POINT ROOFLINE SCALE 1/4" 1'-0"1PROPOSED ROOF PLAN 2 2 NO. DESCRIPTION DATE 1 PC 1 10/28/22 2 PC 2 12/12/22 SD SD CM S D CM L1 L1 L1 L1 L1L1 L1 L1 L1 L1 L1 L1 L1 L1 L1 L1 L1 L1 L1 L1 EQ EQ EQ EQ EQ EQ EQ EQ EQ EQ L1 L1 L1 L1 L1 L1 L1 L1L1 L1 L1 L1 EQ EQ EQ EQ 10' - 0" CLG. HGT. 12' - 0" CLG. HGT.12' - 0" CLG. HGT.12' - 0" CLG. HGT. 10' - 0" CLG. HGT. 10' - 0" CLG. HGT. 10' - 0" CLG. HGT. 11' - 0" CLG. HGT. 10' - 0" CLG. HGT.10' - 0" CLG. HGT.10' - 0" CLG. HGT.10' - 0" CLG. HGT. 17' - 10" CLG. HGT. 17' - 10" CLG. HGT. 17' - 10" CLG. HGT. 17' - 10" CLG. HGT. 24' - 0" CLG. HGT. 10' - 0" CLG. HGT. 17' - 10" CLG. HGT. 12' - 0" CLG. HGT. 10' - 0" CLG. HGT. 9' - 2 " EQ EQ EQ EQ EQ EQ 10 ' - 6 " EQ EQ EQ EQ EQ EQ L4 L4L4 L4 L4 L4 L4 L4 L4 L4 L4 L3 L2 L3 L2 19 ' - 4 " 10' - 8" EQ EQ 3' - 11"3' - 11" EQ EQ EQ EQ EQ EQ EQ EQ EQ EQ EQ EQ EQ EQ EQ EQ 7' - 6 " 7' - 6 " EQ EQ EQ EQ 4' - 0" 4' - 0 " 10' - 0" CLG. HGT. 10' - 0" CLG. HGT. 10' - 0" CLG. HGT. 11' - 0" CLG. HGT. L5 L5 L5 L5 L5 L5 L5 L5 L5 L5 L5 L5 L5 L5 L5L5 L1 L1 L1 14' - 0 5/8" 1' - 11 7/16"1' - 10 15/16" L5 L5 L5 L5 L5 L5 L5 L5 EQ EQ EQ 5 A502 1 A007 1 A007 LEGEND EXHAUST FAN - ENERGY STAR RATED, NOT FUNCTIONING AS A COMPONENT OF A WHOLE HOUSE VENTILATION SYSTEM, CONTROLLED BY A HUMIDITY CONTROL - WHISPER RECESSED ARCHITECTURAL GRADE 80CFM CEILING FLUSH MOUNT DIMMABLE VENTILATION EXHAUST FAN WITH LED LIGHT, 2700K. MIN. 50 CFM. SMOKE DETECTOR CARBON MONOXIDE DETECTOR LIGHTING FIXTURE TAG CEILING HEIGHT TAG ## .CLG. HGT. #'-#" NOTES • SUSPENDED CEILING / SOFFIT DETAIL SEE 5 A502 LIGHT FIXTURE SCHEDULE MARK:L1DESCRIPTION: 2X4 TROFFER LIGHTMANUFACTURER: LITHONIAMODEL:CPANL LEDWATTAGE: 45WTEMPERATURE: 2,700k MARK:L2DESCRIPTION: 2X4 TROFFER LIGHTMANUFACTURER: XXXMODEL:xxxWATTAGE: XXXWTEMPERATURE: 2,700k MARK:L3DESCRIPTION: 5X8 PENDANTMANUFACTURER: XXXMODEL:xxxWATTAGE: XXXWTEMPERATURE: 2,700k MARK:L4DESCRIPTION: 4X4 SQUARE PENDANTMANUFACTURER: XXXMODEL:xxxWATTAGE: XXXWTEMPERATURE: 2,700k NEO & Associates 2115 Huntington DriveSan Marino, CA 91108 626.590.1818 Date Issued SHEET TITLE Approval Stamp 2/ 1 3 / 2 0 2 3 1 1 : 3 4 : 2 6 A M A102A102 FIRST FLOORFIRST FLOOR RCPRCP AR C A D I A B U I L D I N G AR C A D I A B U I L D I N G 01/05/2023 80 2 - 8 0 6 S 1 S T A V E AR C A D I A C A 9 1 0 0 6 SCALE 1/4" 1'-0"1FIRST FLOOR RCP KEYNOTES-RCP #KEYNOTE 1 NO. DESCRIPTION DATE 1 PC 1 10/28/22 FIRST FLOOR139' - 9" A.V.G.139' - 5 1/2" (N) ROOF152' - 11" (N) LOBBY ROOF163' - 9" MANUF.:COLOR:FINISH: STUCCO TBDWARM DARK GREYSMOOTH MANUF.:COLOR:FINISH: OAK WOOD LOOK METALPANELSTBDLIGHT WOODSEMI-GLOSS MANUF.:COLOR:FINISH: STUCCO TBDWARM DARK GREYSMOOTH 8' - 0 " 1' - 0 " 11 ' - 0 " 13 ' - 2 " 10 ' - 1 0 " 26 ' - 1 1 " 3 3 MANUF.:COLOR:FINISH: METAL PANEL TBDWARM DARK GREYMATTE MANUF.: COLOR:FINISH: METAL PANEL TBDWARM DARK GREYMATTE MANUF.:COLOR: FINISH: METAL PANEL TBDWARM DARK GREYMATTE A B C 3' - 5"1' - 6" 2' - 0" 1' - 10" 2' - 0" 2' - 4" 5' - 0" 1' - 0" 2' - 0" 1' - 9" 2' - 0" 2' - 5" 5' - 0" 1' - 0" 5' - 0" 2' - 9" 2' - 0" 1' - 8" 2' - 0" 2' - 6" 5' - 0" MANUF.:COLOR:FINISH: S.FRONT GLASS PANELSWITH ALUMN. FRAMETBDCLEARGLAZING 92 . 0 0 ° 87 . 0 0 ° ROOF BEYOND 8' - 0 " 8' - 0 " 8' - 0 " MANUF.:COLOR:FINISH: STOREFRONT FROSTEDGLASS PANELSTBDFROSTEDGLAZING FIRST FLOOR139' - 9" A.V.G.139' - 5 1/2" (N) ROOF152' - 11" (N) LOBBY ROOF163' - 9" MANUF.: COLOR:FINISH: OAK WOOD LOOK METALPANELSTBDLIGHT WOODSEMI-GLOSS MANUF.:COLOR:FINISH: STUCCO TBDWARM DARK GREYSMOOTH 45. 0 0 ° 8' - 0 " MANUF.:COLOR: FINISH: S.FRONT GLASS PANELSWITH ALUMN. FRAMETBDCLEARGLAZING 8' - 0 " 1' - 0 " 11 ' - 0 " 5' - 0"1' - 8" 2' - 0" 1' - 7" 2' - 0" 2' - 8" 5' - 0" 1' - 8" 2' - 0" 1' - 8" 2' - 0" 3' - 10"5' - 0" 2' - 6" 5' - 0" 1' - 8" 2' - 0" 1' - 8" 2' - 0" 1' - 8" 2' - 0" 6"10' - 0" MANUF.:COLOR:FINISH: METAL PANEL TBDWARM DARK GREYMATTE 26 ' - 1 1 " D E F G MANUF.:COLOR: FINISH: STOREFRONT FROSTEDGLASS PANELSTBDFROSTEDGLAZING NEO & Associates 2115 Huntington DriveSan Marino, CA 91108 626.590.1818 Date Issued SHEET TITLE Approval Stamp 2/ 1 3 / 2 0 2 3 1 1 : 3 4 : 3 9 A M A200A200 BUILDINGBUILDING ELEVATIONSELEVATIONS AR C A D I A B U I L D I N G AR C A D I A B U I L D I N G 01/05/2023 80 2 - 8 0 6 S 1 S T A V E AR C A D I A C A 9 1 0 0 6 SCALE 1/4" 1'-0"1NORTH BUILDING ELEVATION SCALE 1/4" 1'-0"2WEST BUILDING ELEVATION NO. DESCRIPTION DATE 3 PC 3 PL 12/15/22 3 3 FIRST FLOOR139' - 9"A.V.G.139' - 5 1/2" (N) ROOF152' - 11" (N) LOBBY ROOF163' - 9" MANUF.: COLOR:FINISH: STUCCO TBDWARM DARK GREYSMOOTH MANUF.: COLOR:FINISH: OAK WOOD LOOK METALPANELSTBDLIGHT WOODSEMI-GLOSS 11 ' - 0 " 9' - 0 " 1' - 9"10' - 0"3' - 0"6' - 0" ROOF BEYOND FIRST FLOOR139' - 9" (E) ROOF150' - 9" A.V.G.139' - 5 1/2" (N) ROOF152' - 11" (N) LOBBY ROOF163' - 9" MANUF.:COLOR: FINISH: STUCCO TBDWARM DARK GREYSMOOTH 4 5 . 0 0 ° MANUF.:COLOR: FINISH: STUCCO TBDWARM DARK GREYSMOOTH LOW POINT ROOF LINE 2 NEO & Associates 2115 Huntington DriveSan Marino, CA 91108 626.590.1818 Date Issued SHEET TITLE Approval Stamp 2/ 1 3 / 2 0 2 3 1 1 : 3 4 : 5 1 A M A201A201 BUILDINGBUILDING ELEVATIONSELEVATIONS AR C A D I A B U I L D I N G AR C A D I A B U I L D I N G 01/05/2023 80 2 - 8 0 6 S 1 S T A V E AR C A D I A C A 9 1 0 0 6 SCALE 1/4" 1'-0"2SOUTH BUILDING ELEVATION SCALE 1/4" 1'-0"1EAST BUILDING ELEVATION 1 NO. DESCRIPTION DATE 1 PC 1 10/28/22 2 PC 2 12/12/22 3 PC 3 PL 12/15/22 3 3 FIRST FLOOR139' - 9" A.V.G.139' - 5 1/2" (N) ROOF152' - 11" 13 ' - 4 " A311 1 A3114 A600 1 R15 WALL ASSEMBLY R15 WALL ASSEMBLY R30 ROOF ASSEMBLY 1 1 1 R30 ROOF ASSEMBLY 1 FIRST FLOOR139' - 9" A.V.G.139' - 5 1/2" (N) ROOF152' - 11" (N) LOBBY ROOF163' - 9" 13 ' - 4 " A310 1 A3116 A3114 A3115 R15 WALL ASSEMBLY R30 ROOF ASSEMBLY R15 WALL ASSEMBLY R30 ROOF ASSEMBLY 1 1 1 NEO & Associates 2115 Huntington DriveSan Marino, CA 91108 626.590.1818 Date Issued SHEET TITLE Approval Stamp 2/ 1 3 / 2 0 2 3 1 1 : 3 4 : 5 6 A M A300A300 BUILDINGBUILDING SECTIONSSECTIONS AR C A D I A B U I L D I N G AR C A D I A B U I L D I N G 01/05/2023 80 2 - 8 0 6 S 1 S T A V E AR C A D I A C A 9 1 0 0 6 SCALE 1/4" 1'-0"2BUILDING SECTION B-B SCALE 1/4" 1'-0"1BUILDING SECTION A-A NO. DESCRIPTION DATE 1 PC 1 10/28/22 FIRST FLOOR139' - 9" (E) ROOF150' - 9" A.V.G.139' - 5 1/2" (N) ROOF152' - 11" (N) LOBBY ROOF163' - 9" 13 ' - 2 " A3112 A311 3 A3114 2' - 3 " 17 ' - 1 0 " R15 WALL ASSEMBLY R15 WALL ASSEMBLY R30 ROOF ASSEMBLY 1 1 1 FIRST FLOOR139' - 9" (E) ROOF150' - 9" A.V.G.139' - 5 1/2" (N) ROOF152' - 11" (N) LOBBY ROOF163' - 9" A311 9 A311 4 A311 8 A3117 R15 WALL ASSEMBLYR15 WALL ASSEMBLY R30 ROOF ASSEMBLY 1 1 1 NEO & Associates 2115 Huntington DriveSan Marino, CA 91108 626.590.1818 Date Issued SHEET TITLE Approval Stamp 2/ 1 3 / 2 0 2 3 1 1 : 3 4 : 5 8 A M A301A301 BUILDINGBUILDING SECTIONSSECTIONS AR C A D I A B U I L D I N G AR C A D I A B U I L D I N G 01/05/2023 80 2 - 8 0 6 S 1 S T A V E AR C A D I A C A 9 1 0 0 6 SCALE 1/4" 1'-0"1BUILDING SECTION D-D SCALE 1/4" 1'-0"2BUILDING SECTION C-C NO. DESCRIPTION DATE 1 PC 1 10/28/22 FIRST FLOOR139' - 9" (E) ROOF150' - 9" (N) ROOF152' - 11" (N) LOBBY ROOF163' - 9"A5011 A5001 FIRST FLOOR139' - 9" (E) ROOF150' - 9" A.V.G.139' - 5 1/2" (N) ROOF152' - 11" (N) LOBBY ROOF163' - 9" FIRST FLOOR139' - 9" (E) ROOF150' - 9" A.V.G.139' - 5 1/2" (N) ROOF152' - 11" (N) LOBBY ROOF163' - 9" A5021 ----A50111 NEO & Associates 2115 Huntington DriveSan Marino, CA 91108 626.590.1818 Date Issued SHEET TITLE Approval Stamp 2/ 1 3 / 2 0 2 3 1 1 : 3 5 : 0 0 A M A310A310 WALLWALL SECTIONSSECTIONS AR C A D I A B U I L D I N G AR C A D I A B U I L D I N G 01/05/2023 80 2 - 8 0 6 S 1 S T A V E AR C A D I A C A 9 1 0 0 6 SCALE 1/2" 1'-0"1BUIILDING SECTION A-A - Callout 1 SCALE 1/2" 1'-0"4SLANTED WALL SECTION SCALE 1/2" 1'-0"2LOBBY WALL SECTION NO. DESCRIPTION DATE FIRST FLOOR139' - 9" (E) ROOF150' - 9" A.V.G.139' - 5 1/2" (N) ROOF152' - 11" --- - --- - A5022 (E) ROOF150' - 9" (N) ROOF152' - 11" A5019 A501 4 FIRST FLOOR139' - 9" (E) ROOF150' - 9" A.V.G.139' - 5 1/2" (N) ROOF152' - 11" A500 1 A50110 FIRST FLOOR139' - 9" (E) ROOF150' - 9" (N) ROOF152' - 11" A500 4 A501 5 (E) ROOF150' - 9" (N) ROOF152' - 11" (N) LOBBY ROOF163' - 9" A500 3 A501 8 A5016 (E) ROOF150' - 9" (N) ROOF152' - 11" (N) LOBBY ROOF163' - 9" A5019 A5018 A5016 (E) ROOF150' - 9" (N) ROOF152' - 11" A500 3 A5016 (E) ROOF150' - 9" (N) ROOF152' - 11" ---- --- - A500 4 FIRST FLOOR139' - 9" (E) ROOF150' - 9" A.V.G.139' - 5 1/2" (N) ROOF152' - 11" A5014 A501 7 NEO & Associates 2115 Huntington DriveSan Marino, CA 91108 626.590.1818 Date Issued SHEET TITLE Approval Stamp 2/ 1 3 / 2 0 2 3 1 1 : 3 5 : 0 3 A M A311A311 WALLWALL SECTIONSSECTIONS AR C A D I A B U I L D I N G AR C A D I A B U I L D I N G 01/05/2023 80 2 - 8 0 6 S 1 S T A V E AR C A D I A C A 9 1 0 0 6 SCALE 1/2" 1'-0"2SECTION C-C - Callout 1 SCALE 1/2" 1'-0"3SECTION C-C - Callout 2 SCALE 1/2" 1'-0"1SECTION B-B - Callout 1 SCALE 1/2" 1'-0"4SECTION A-A - Callout 3 SCALE 1/2" 1'-0"5SECTION A-A - Callout 4 SCALE 1/2" 1'-0"6SECTION A-A - Callout 2 SCALE 1/2" 1'-0"8SECTION D-D - Callout 2 SCALE 1/2" 1'-0"7SECTION D-D - Callout 3 SCALE 1/2" 1'-0"9SECTION D-D - Callout 1 NO. DESCRIPTION DATE DN 1' - 0"8' - 0"5' - 3" 8.3% 8. 3 % 1' - 0 " 4' - 0 " 6' - 3 " 5 A400 1' - 0 " 7 A400 8 A400 9 A400 10 A4005' - 8 " 5' - 1" 72" MI N . 1 1 / 2 " 14 A400 1' - 0" 4' - 4" 4' - 4 " PER CBC 11B-405.9.2 CURB OR BARRIERA CURB OR BARRIER SHALL BE PROVIDED THAT PREVENTS THE PASSAGE OF A 4-INCH (102 MM) DIAMETER SPHERE, WHERE ANY PORTION OF THE SPHERE IS WITHIN 4 INCHES (102 MM) OF THE FINISH FLOOR OR GROUND SURFACE. TO PREVENT WHEEL ENTRAPMENT, THE CURB OR BARRIER SHALL PROVIDE A CONTINUOUS AND UNINTERRUPTED BARRIER ALONG THE LENGTH OF THE RAMP. 1 6 A400 8 A400 10 A400 9 A400 4 A400 3' - 6 " 4' - 0 " 1' - 0"1' - 0" 1' - 0" 8 A400 9 A400 10 A400 11 A400 1' - 0" 1' - 0"1' - 0" 6" 3' - 0 " 6" 3' - 0 " A40011 FIRST FLOOR139' - 9" GLASS 8.3% 3' - 0 " 1' - 0"1' - 0" 1' - 0" 3' - 0 " MIN. SLOPE 8% MI N . C R O S S SL O P E 2 % BOTTOM LANDING RAMP RUN INTERMEDIATE LANDING 72" MIN BOTTOM 1829 60" MIN 1524 60" MINTOP 1524 AT LEAST AS WIDE AS RAMP RUN 72 " M I N BO T T O M 60 " M I N TO P 15 2 4 (a)STRAIGHT (b)CHANGE IN DIRECTION (b)TOP LANDING 60" MINTOPFIGURE 405.7 RAMP LANDINGS RAMP RUN INTERMEDIATE LANDING RA M P R U N X X 12 min30512 min30512 min305 FIGURE 505.10.1 TOP AND BOTTOM HANDRAIL EXTENSION AT RAMPS FIGURE 505.10.2 TOP HANDRAILEXTENSION AT STAIRS FIGURE 505.10.3 BOTTOMHANDRAIL EXRTENSION AT STAIRS FIGURE 505.5 HANDRAIL CLEARANCE FIGURE 505.6 HORIZONTAL PROJECTIONS BELOW GRIPPING SURFACE 2 1/ 4 M A X 2 1/4 MAX 57 57 (a)(b) FIGURE 505.7.2 HANDRAIL NON-CIRCULAR CROSS SECTION 1 1/2 min 38 1 1/2 min38 (a)STAIRS (b)RAMPS (c)WALKINGSURFACES 34 - 3 8 86 5 - 9 6 5 34 - 3 8 86 5 - 9 6 5 34 - 3 8 86 5 - 9 6 5 FIGURE 505.4 HANDRAIL HEIGHT RADIUS1/2MAX 13 RADIUS OF TREAD EDGE(TYPICAL FOR AL PROFILES)ANGLED RISER (a)(b) 30° MAX 1 1/4 MAX 38 FIGURE 504.5 STAIR NOSING 1 1/4 MAX 38 (c)(d) CURVED NOSING BEVELED NOSING 2" - 4 " MAX .1" VISUAL STRIPING AT EVERY TREAD & UPPER APPROACH - SEE NOTES BELOW •• •• • •• 11B-504.2 TREADS AND RISERSALL STEPS ON A FLIGHT OF STAIRS SHALL HAVE UNIFORM RISER HEIGHTS AND UNIFORM TREAD DEPTHS. RISERS SHALL BE 4 INCHES (102 MM) HIGH MINIMUM AND 7 INCHES (178 MM) HIGH MAXIMUM. TREADS SHALL BE 11 INCHES (279 MM) DEEP MINIMUM. 11B-504.4.1 CONTRASTING STRIPEINTERIOR STAIRS SHALL HAVE THE UPPER APPROACH AND LOWER TREAD MARKED BY A STRIPE PROVIDING CLEAR VISUAL CONTRAST. EXTERIOR STAIRS SHALL HAVE THE UPPER APPROACH AND ALL TREADS MARKED BY A STRIPE PROVIDING CLEAR VISUAL CONTRAST. THE STRIPE SHALL BE A MINIMUM OF 2 INCHES (51 MM) WIDE TO A MAXIMUM OF 4 INCHES (102 MM) WIDE PLACED PARALLEL TO, AND NOT MORE THAN 1 INCH (25 MM) FROM, THE NOSE OF THE STEP OR UPPER APPROACH. THE STRIPE SHALL EXTEND THE FULL WIDTH OF THE STEP OR UPPER APPROACH AND SHALL BE OF MATERIAL THAT IS AT LEAST AS SLIP RESISTANT AS THE OTHER TREADS OF THE STAIR. A PAINTED STRIPE SHALL BE ACCEPTABLE. GROOVES SHALL NOT BE USED TO SATISFY THIS REQUIREMENT. 11B-504.5 NOSINGSTHE RADIUS OF CURVATURE AT THE LEADING EDGE OF THE TREAD SHALL BE 1/2 INCH (12.7 MM) MAXIMUM. NOSINGS THAT PROJECT BEYOND RISERS SHALL HAVE THE UNDERSIDE OF THE LEADING EDGE CURVED OR BEVELED. RISERS SHALL BE PERMITTED TO SLOPE UNDER THE TREAD AT AN ANGLE OF 30 DEGREES MAXIMUM FROM VERTICAL. THE PERMITTED PROJECTION OF THE NOSING SHALL EXTEND 11/4 INCHES (32 MM) MAXIMUM OVER THE TREAD BELOW. FIRST FLOOR139' - 9" 8.3% GLASS 3' - 0 " NEO & Associates 2115 Huntington DriveSan Marino, CA 91108 626.590.1818 Date Issued SHEET TITLE Approval Stamp 2/ 1 3 / 2 0 2 3 1 1 : 3 5 : 0 4 A M A400A400 ENLARGEDENLARGED RAMPS ANDRAMPS AND STAIRSSTAIRS PLANSPLANS AR C A D I A B U I L D I N G AR C A D I A B U I L D I N G 01/05/2023 80 2 - 8 0 6 S 1 S T A V E AR C A D I A C A 9 1 0 0 6 SCALE 1/2" 1'-0"1ENLARGED ADA RAMP SCALE 1/2" 1'-0"2ENLARGED REAR STAIR PLAN SCALE 1/2" 1'-0"3ENLARGED OFFICE STAIR PLANSCALE 1/2" 1'-0"4OFFICE STAIR SECTION SCALE 1/2" 1'-0"5ADA RAMP SECTION #1 SCALE 1/2" 1'-0"6REAR STAIR SECTION SCALE 1/4" 1'-0"7ACCESSIBLE RAMP DIMENSIONS SCALE 1/4" 1'-0"8STAIR & RAMP HANDRAIL SCALE 1/4" 1'-0"9HANDRAIL CLEARANCES SCALE 1/4" 1'-0"10HANDRAIL HEIGHT SCALE 1/4" 1'-0"11STAIR NOSING SCALE 1" 1'-0"12STAIR STRIPING 1 1 1 SCALE 1/2" 1'-0"14ADA RAMP SECTION #2 NO. DESCRIPTION DATE 1 PC 1 10/28/22 DN 7 A401 7 A401 6 A401 6 A401 05 02 01 0403 0104 03 21 ' - 2 " 7' - 0" 05 02 05 02 05 022 A003 2' - 9 " 3' - 0 " 3' - 0 " 2' - 9 " 8 A401 1 ø 5 ' - 0 " 61 " ø 5' - 0" ø 5' - 0" 8' - 1"8' - 1" 3' - 0 " 18 " 48" 56" 3' - 1 " 3' - 1 " 5' - 1 " ø 5 ' - 0 " 18 " 18 " 18 " 18 " 18 " 18 " 18 " 56" 48" BO T T O M O F U S A B L E S H E L V E 3' - 8 " 3' - 4 " M A X . ME D I C I N E CA B I N E T TO W E L WA S T E WA S T E TO W E L DRYER SA N I T A R Y NA P K I N S CU P S NOTE:WHERE TOWEL, SANITARY NAPKINS AND WASTE RECEPTACLES AND SIMILAR DISPENSING AND DISPOSALFIXTURES ARE PROVIDED, AT LEAST ONE OF EACH TYPE IS TO BE RELOCATED WITH ALL OPERABLE PARTS,INCLUDING COIN SLOTS, WITHIN 40 INCHES FROM THE FLOOR MOUNT MIRRORS WITH THE BOTTOM EDGE NOMORE THAN 40 INCHES FROM THE FLOOR 1 1/2"1 1/4" FLANGE S.S. GRAB BAR W/ CONCEALED MOUNTING 2 #12 X 1-1/2" ROUNDHEAT METAL SCREWS SET SCREWS 2X8 BLOCKING 5/8" TYPE X GYP. BD. TYP. SEE FINISH MATERIALS FOR TOTHER REQUIRED SUBSTRATES WOOD STUD WALL 1 3 / 4 " 1 1/2" 1 1/4" TO 2" NOMINALDIAMETER GRAB BAR 1. 2.3.4. 5. 6. NOTES: ONE AT SIDE 42" LONG EXTENDING 24" IN FRONT OF WATER CLOSET; ONE AT REAR OF WATER CLOSET 36" LONG.TOP OF BAR MOUNTED 33"-36" ABOVE FINISHED FLOOR.BARS SHALL BE 1-1/4" TO 2" IN DIAMETER WITH 1-1/2" CLEARANCE TO WALLGRAB BARS, TUB & SHOWER SEATS, FASTENERS AND MOUNTING DEVICES SHALL BE ABLE TO WITHSTAND 250 LBS. POINT LOAD IN BENDING, SHEAR TENSION AND SHALL BE LAGGED SECURELY INTO BLOCKING IN THE WALL. ROTATION IN FITTING NOT ALLOWED.SURFACE OF WALL ADJACENT TO GRAB BAR IS TO BE FREE OF SHARP OR ABRASIVE ELEMENTS.EDGES SHALL HAVE A MINIMUM RADIUS OF 1/8 INCH. PER FIGURE 11A-9C OF THE 2013 CBC 58 " - 6 0 " RESTROOM GENDER SPECIFIC GEOMETRIC SYMBOLS APPLY ONLY TO MULTI-ACCOMMODATION RESTROOMS MEN WOMEN UNISEXRESTROOM 60 " M A X . 48 " M I N . X Y 58 " - 6 0 " CENTER LINE FLOOR FIN. ELEV.NOTE: PICTOGRAMS NOT REQUIRED The provisions of CBC Chapter 11B require that a sanitary facility that is not specifically identified as for "men" or "women" (referred to in Chapter 11B as a "unsex" facility) have a geometric symbol on the door that is an equilateral triangle superimposed onto a circle. The "unsex" symbol is the only specific indicator required to be provided by Chapter 11B for a toilet facility that is available for use by all individuals. No pictogram, text, or braille is required on the symbol. (See attachment, Exhibit A) Tactile characters on signs shall be located 48 inches (1219mm) minimum above the finish floor or ground surface, measured from the baseline of the lowest Braille cells and 60 inches (1524 mm) maximum above the finish floor or ground surface. measured from the baseline of the highest line of raised characters, Exception: Tactile characters for elevator car controls shall not required to comply with Section 11B-703.4.1 11B-703.4.1 Height above finish floor or ground. TACTILE/RAISED CHARACTER & GD II BRAILLE SIGN BASELINE OF THE HIGHESTLINE OF RAISED CHARACTERS UNISEX RESTROOM BASELINE OF LOWESTBRAILLE CELL X Y This image represents the door symbol that is required by CBC 11B-216.8 to identify an all gender/unisex single-user toilet facility. The symbol must comply with the requirements of CBC 11B-703.7.2.6.3. No pictogram, text, or braille is required on the symbol IDENTIFICATION OF ALL GENDER SINGLE-USER TOILET FACILITIES Compliant with the California Building Code (CBC) Chapter 11B 12 " 12" 12" CL WOMEN MEN UNISEX 12" DIAMETER CENTERLINE OF SIGN CENTERLINE OF SIGN WITHIN 1" SINGLE-USER SIGN STATEMENT AS "UNISEX RESTROOM", "ALL GENDER RESTROOM", "RESTROOM" (TACTILE/BRAILLE COMPLIANT) SIDE SINK DETAIL FRONT SINK DETAIL 29 " M I N . 34 " M A X . 40 " M A X . MIRROR INSULATE ALL EXPOSED PIPING UNDER SINKS 9" 29 " 34 " 6" TOE SPACE MIN. 8" MIN. 11" 18" 12" MAX.42" MIN. 54" MIN. 12 1 / 2 " 2 1 / 2 " GRAB BAR CLEARANCE 33 " - 3 6 " A . F . F . 42" SIDE GRAB BAR DETAIL 33 " - 3 6 " A . F . F . 36" REAR GRAB BAR DETAIL 24" MIN.12" MIN. 36" MIN. 16"-18" 17 " - 1 9 " TOILET PAPER DISPENSER 24" MIN. 7"-9" MI N . T O O U T L E T 19 " SIDE URINAL DETAIL 13 1/2" MIN. 17 " M A X . NOTES 1. 2. TOILET ROOM SHALL HAVE A SMOOTH, HARD, NONABSORBENT SURFACE SUCH AS PORTLAND CEMENT, CONCRETE, CERAMIC TILE OR OTHER APPROVED MATERIAL WHICH EXTEND UPWARD ONTO THE WALLS AT LEAST 4 INCHES. WALLS WITHIN 24 INCHES OF THE SERVICE SINKS, WATER CLOSETS AND URINALS SHALL BE SIMILARLY FINISHED TO A HEIGHT OF 48 INCHES AND, EXCEPT FOR STRUCTURAL ELEMENT, THE MATERIAL USED IN SUCH WALLS SHALL BE TYPE WHICH IS NOT ADVERSELY AFFECTED BY MOISTURE. CBC1210.2.2.AT LEAST ONE SIDE PARTITION SHALL PROVIDE A TOE CLEARANCE OF 9 INCHES MINIMUM ABOVE THE FINISH FLOOR AND 6 INCHES DEEP MINIMUM BEYOND THE COMPARTMENT-SIDE FACE OF THE PARTITION, EXCLUSIVE OF PARTITION SUPPORT MEMBERS. PARTITION COMPONENTS AT TOE CLEARANCES SHALL BE SMOOTH WITHOUT SHARP EDGES OR ABRASIVE SURACES. TOE CLEARANCES AT THE SIDE PARTITION IS NOT REQUIRED IN A COMPARTMENT GREATER THAN 66 INCHES WIDE. [CBC 11B-604.8.1.4 SEE FIG. 11B-604.8.1.4(a)] 1 NEO & Associates 2115 Huntington DriveSan Marino, CA 91108 626.590.1818 Date Issued SHEET TITLE Approval Stamp 2/ 1 3 / 2 0 2 3 1 1 : 3 5 : 0 5 A M A401A401 ENLARGEDENLARGED RESTROOMRESTROOM PLANSPLANS AR C A D I A B U I L D I N G AR C A D I A B U I L D I N G 01/05/2023 80 2 - 8 0 6 S 1 S T A V E AR C A D I A C A 9 1 0 0 6 SCALE 1/2" 1'-0"1ENLARGED RESTROOMSSCALE 1/2" 1'-0"2A301 - ADA HEIGHT REQUIREMENTS SCALE 3" 1'-0"3A301 - GRAB BAR @ METAL STUDSCALE 3" 1'-0"4A301 - GRAB BAR DETAIL SCALE 3/4" 1'-0"5A301 - TOILET SIGNAGE SCALE 1/2" 1'-0"7TYPICAL BATH SINK DETAIL KEYNOTES-INT. ELEV. #KEYNOTE 01 ADA ACCESSIBLE TOILET 02 ADA ACCESSIBLE LAVATORY 03 42" GRAB BAR 04 36" GRAB BAR 05 MIRROR - @ 40" MAX. A.F.F. SCALE 1/2" 1'-0"6BATH TOILET/GRAB BAR DETAIL SCALE 1/2" 1'-0"8A301 - BATH URINAL1 NO. DESCRIPTION DATE 1 PC 1 10/28/22 EXTERIOR GRADE TYPE "X" 5/8" GYPSUM BOARD BASE TRIM ANGLE TRIM WATERPROOFINGSHEATHING/BUILDING PAPER SUPPORT ANGLE URETHANE TUBE SEALANT 2" INSULATED METAL PANEL NON - SKINNING BUTYL CLIP FASTENER INTERIOREXTERIOR 5/8" TYPE 'X' GYPSUM WALL BOARD - VERTICALLY APPLIED WITH STAGGERED JOINTS 2X4 WOOD STUDS - INCLUDING BOTTOM & TOP TRACK, MAX. 24" O.C. R15 EXTERIOR INSULATION EXISTING CMU WALL SEE STRUCTURAL FOR DETAILS R19 EXTERIOR INSULATION 2X6 WOOD STUDS - INCLUDING BOTTOM & TOP TRACK, MAX. 24" O.C. DRAINAGE CHANNELS WATERPROOFINGSHEATHING/BUILDING PAPER DRIP EDGE STUCCO FINISH WITH METAL LATH 5/8" TYPE 'X' GYPSUM WALL BOARD - VERTICALLY APPLIED WITH STAGGERED JOINTS R19 EXTERIOR INSULATION 2X6 WOOD STUDS - INCLUDING BOTTOM & TOP TRACK, MAX. 24" O.C. EXTERIOR GRADE TYPE "X" 5/8" GYPSUM BOARD WATERPROOFINGSHEATHING/BUILDING PAPER 2" INSULATED METAL PANEL INTERIOREXTERIOR ONE (1) LAYER 5/8" WATER‐RESISTANT WALLBOARD ON RESTROOM PLUMBING WALLS 2X6 WOOD STUDS - INCLUDING BOTTOM & TOP TRACK, MAX. 24" O.C. R19 EXTERIOR INSULATION EXISTING CMU WALL SEE STRUCTURAL FOR DETAILS DRAINAGE CHANNELS 2X6 WOOD STUDS - INCLUDING BOTTOM & TOP TRACK, MAX. 24" O.C. R19 EXTERIOR INSULATION WATERPROOFINGSHEATHING/BUILDING PAPER DRIP EDGE EXISTING CMU WALL STUCCO FINISH WITH METAL LATH INTERIOREXTERIOR SEE STRUCTURAL FOR DETAILS 5/8" TYPE 'X' GYPSUM WALL BOARD - VERTICALLY APPLIED WITH STAGGERED JOINTS 4" METAL STUDS - INCLUDING BOTTOM & TOP TRACK, MAX. 24" O.C. R15 EXTERIOR INSULATION 2X6 WOOD STUDS - INCLUDING BOTTOM & TOP TRACK, MAX. 24" O.C. BASE PLAN TOP ONE (1) LAYER 5/8" WATER‐ RESISTANT WALLBOARD ON PLUMBING WALLS 2x SILL PLATE WITH HILTI SHOT PIN AND WASHER CONT. WOOD STUD RUNNERSECURE TO ROOF STRUCTURE (E) FLOOR SLAB TO REMAIN ONE (1) LAYER 5/8" TYPE 'X' GYPSUM WALL BOARD BOTH SIDES 2x4 WOOD STUDS - INCLUDING BOTTOM & TOP TRACK, MAX. 16" O.C. BASE PLAN TOP 2x4 SILL PLATE WITH HILTI SHOT PIN AND WASHER CEILING AS SCHEDULE (E) FLOOR SLAB TO REMAIN 2x4 2x TOP PLATE SD2 175 NEO & Associates 2115 Huntington DriveSan Marino, CA 91108 626.590.1818 Date Issued SHEET TITLE Approval Stamp 3/ 1 7 / 2 0 2 3 1 1 : 2 2 : 0 8 A M A500A500 WALL TYPESWALL TYPES AR C A D I A B U I L D I N G AR C A D I A B U I L D I N G 01/05/2023 80 2 - 8 0 6 S 1 S T A V E AR C A D I A C A 9 1 0 0 6 SCALE 1" 1'-0"1CMU WALL DETAIL 1B SCALE 1" 1'-0"2WOOD WALL DETAIL 2B SCALE 1" 1'-0"3CMU WALL DETAIL 1C SCALE 1" 1'-0"4CMU WALL DETAIL 1A SCALE 1" 1'-0"52A - 6x INTERIOR PARTITION SCALE 1" 1'-0"62C - 4x INTERIOR PARTITION 2 NO. DESCRIPTION DATE 2 PC 2 12/12/22 5 PC 5 02/10/23 2X6 WOOD STUDS - INCLUDING BOTTOM & TOP TRACK, MAX. 24" O.C. WOOD NAILER PLATE WITH ANCHOR BOLTS CONTINUOUS SEALANT THREE-COAT STUCCO WITH METAL LATH PLYWOOD SHEATHINGPER STRUCTURAL WATERPROOFINGSHEATHING/BUILDING PAPER DRAINAGE CHANNELS METAL COUNTER FLASHING CONTINUOUS SEALANT CANT EDPM MEMBRANE R-30 RIGID FOAM INSULATION SLOPED TO DRAIN METAL COPING EDPM MEMBRANE ADHESIVE LAYER PLYWOOD ROOF SHEATHING WATERPROOFINGSHEATHING/BUILDING PAPER WOOD COLUMNPER STRUCTURAL 2X6 WOOD STUDS - INCLUDING BOTTOM & TOP TRACK, MAX. 24" O.C. WOOD NAILER PLATE WITH ANCHOR BOLTS METAL COUNTER FLASHINGCONTINUOUS SEALANT CONTINUOUS SEALANT CANT EDPM MEMBRANE R-30 RIGID FOAM INSULATION SLOPED TO DRAIN EXTERIOR GRADE TYPE "X" 5/8" GYPSUM BOARD WATERPROOFINGSHEATHING/BUILDING PAPER 2" INSULATED METAL PANEL METAL COPING EDPM MEMBRANE ADHESIVE LAYER PLYWOOD ROOF SHEATHING WATERPROOFINGSHEATHING/BUILDING PAPER WOOD COLUMNPER STRUCTURAL FASCIA AND SOFFIT SMOOTH SIDING BD. PAINTED WOOD JOISTS PER STRUCTURAL METAL FLASHING WITH DRIP EDGE THREE-COAT STUCCO WITH METAL LATH DOUBLE PLATE PLYWOOD SHEATHINGPER STRUCTURAL WATERPROOFINGSHEATHING/BUILDING PAPER R19 EXTERIOR INSULATION DRAINAGE CHANNELS 5/8" TYPE 'X' GYPSUM WALL BOARD - VERTICALLY APPLIED WITH STAGGERED JOINTS 2X6 WOOD FRAMING 24" O.C. MAX. CEILING ASSEMBLY R-30 RIGID FOAM INSULATION SLOPED TO DRAIN WATERPROOFINGSHEATHING/BUILDING PAPER ADHESIVE LAYER EDPM MEMBRANE PLYWOOD ROOF SHEATHINGSLOPE 2% 5/8" TYPE 'X' GYPSUM WALL BOARD - VERTICALLY APPLIED WITH STAGGERED JOINTS ALUMINUM STOREFRONT LOW-E CLEAR GLAZING FASCIA AND SOFFIT SMOOTH SIDING BD. PAINTED WOOD JOISTS PER STRUTURAL METAL FLASHING WITH DRIP EDGE CEILING ASSEMBLY INSIDE OUTSIDE 2x WEATHER TREATEDSILL PLATE ADHESIVE LAYER EDPM MEMBRANE PLYWOOD ROOF SHEATHING SLOPE 2% WATERPROOFING SHEATHING/BUILDING PAPER R-30 RIGID FOAM INSULATION SLOPED TO DRAIN A502 4 ADHESIVE LAYER EDPM MEMBRANE PLYWOOD ROOF SHEATHING R-30 RIGID FOAM INSULATION SLOPED TO DRAIN WATERPROOFINGSHEATHING/BUILDING PAPER WOOD JOISTSPER STRUCTURAL 2X4 WOOD FRAMING 24" O.C. MAX. WOOD JOISTS PER STRUCTURAL THREE-COAT STUCCO WITH METAL LATH DOUBLE PLATE PLYWOOD SHEATHINGPER STRUCTURAL WATERPROOFINGSHEATHING/BUILDING PAPER R19 EXTERIOR INSULATION DRAINAGE CHANNELS 5/8" TYPE 'X' GYPSUM WALL BOARD - VERTICALLY APPLIED WITH STAGGERED JOINTS 2X6 WOOD FRAMING 24" O.C. MAX. CEILING ASSEMBLY R-30 RIGID FOAM INSULATION SLOPED TO DRAIN WATERPROOFINGSHEATHING/BUILDING PAPER ADHESIVE LAYER EDPM MEMBRANE PLYWOOD ROOF SHEATHING FIRST FLOOR139' - 9" 2x SILL PLATE WITH HILTI SHOT PIN AND WASHER 5/8" TYPE 'X' GYPSUM WALL BOARD - VERTICALLY APPLIED WITH STAGGERED JOINTS FLOOR ASSEMBLY 2X4 WOOD FRAMING 24" O.C. MAX. WOOD COLUMNPER STRUCTURAL THREE-COAT STUCCO WITH METAL LATH 3x WEATHER TREATEDSILL PLATE PLYWOOD SHEATHINGPER STRUCTURAL WATERPROOFINGSHEATHING/BUILDING PAPER R19 EXTERIOR INSULATION DRAINAGE CHANNELS 5/8" TYPE 'X' GYPSUM WALL BOARD - VERTICALLY APPLIED WITH STAGGERED JOINTS 2X6 WOOD FRAMING 24" O.C. MAX.CANT CONTINUOUS FLASHING TERMINATION METAL TRIM WOOD JOISTS PER STRUTURAL ADHESIVE LAYER EDPM MEMBRANE WATERPROOFINGSHEATHING/BUILDING PAPER CEILING ASSEMBLY PLYWOOD ROOF SHEATHING R-30 RIGID FOAM INSULATION SLOPED TO DRAIN OPENING WOOD BEAMPER STRUCTURAL SILL PLATE 5/8" TYPE 'X' GYPSUM WALL BOARD - VERTICALLY APPLIED WITH STAGGERED JOINTS CEILING ASSEMBLY 2X4 WOOD FRAMING 24" O.C. MAX. FASCIA AND SOFFIT SMOOTH SIDING BD. PAINTED WOOD JOISTS PER STRUTURAL METAL FLASHING WITH DRIP EDGE CEILING ASSEMBLY INSIDE OUTSIDE WOOD BEAMPER STRUCTURAL THREE-COAT STUCCO WITH METAL LATH PLYWOOD SHEATHINGPER STRUCTURAL WATERPROOFINGSHEATHING/BUILDING PAPER R19 EXTERIOR INSULATION DRAINAGE CHANNELS 5/8" TYPE 'X' GYPSUM WALL BOARD - VERTICALLY APPLIED WITH STAGGERED JOINTS 2X6 WOOD FRAMING 24" O.C. MAX. WATERPROOFINGSHEATHING/BUILDING PAPER ROOFING MEMBRANE CANT CONTINUOUS FLASHING TERMINATION METAL TRIM WOOD JOISTS PER STRUTURAL CEILING ASSEMBLY ADHESIVE LAYER EDPM MEMBRANE SLOPE 2% R-30 RIGID FOAM INSULATION SLOPED TO DRAIN PLYWOOD ROOF SHEATHING WATERPROOFING SHEATHING/BUILDING PAPER R-30 RIGID FOAM INSULATION SLOPED TO DRAIN PLYWOOD ROOF SHEATHING STRUCTURAL TUBE STEELW/ BASE PLATE ATTACHED TO EXTERIOR WALLSEE STRUCTURAL FOR DETAILS LONGBOARD METAL PANELS W/ TRIM & CONCEALED FASTENERS 2X6 WOOD STUDS - INCLUDING BOTTOM & TOP TRACK, MAX. 24" O.C. PLYWOOD SHEATHINGPER STRUCTURAL STUCCO FINISH - SEE ELEVATIONS 2x BACKING AT MOUNTING LOCATIONS NEO & Associates 2115 Huntington DriveSan Marino, CA 91108 626.590.1818 Date Issued SHEET TITLE Approval Stamp 2/ 1 3 / 2 0 2 3 1 1 : 3 5 : 0 9 A M A501A501 DETAILSDETAILS AR C A D I A B U I L D I N G AR C A D I A B U I L D I N G 01/05/2023 80 2 - 8 0 6 S 1 S T A V E AR C A D I A C A 9 1 0 0 6 SCALE 1 1/2" 1'-0"5STUCCO PARAPET DETAILSCALE 1 1/2" 1'-0"10PANEL PARAPET DETAILSCALE 1 1/2" 1'-0"1OVERHANG DETAIL SCALE 1 1/2" 1'-0"4ROOF WINDOW DETAIL SCALE 1 1/2" 1'-0"6ROOF ASSEMBLY DETAIL SCALE 1 1/2" 1'-0"7FLOOR ASSEMBLY DETAIL SCALE 1 1/2" 1'-0"8ROOF CORNER DETAIL SCALE 1 1/2" 1'-0"9STUD WALL OVER INTERIOR OPENING SCALE 1 1/2" 1'-0"11ROOF WALL DETAIL NO. DESCRIPTION DATE SCALE 1 1/2" 1'-0"12METAL PANEL FRAMING DETAIL 33_8" 2" 2 1/2" x 5" ALUMINUM STOREFRONT MULLION EXISTING SIDEWALK FLASHING NOTE:ALL GLAZING IN HAZARDOUS AREAS TO BE TEMPERED. OUTSIDE FLOOR ASSEMBLY, FLOOR FINISH BY FUTURE TENANT INSIDE HEADER, PER STRUCT. THREE-COAT STUCCO WITH METAL LATH PLYWOOD SHEATHINGPER STRUCTURAL WATERPROOFINGSHEATHING/BUILDING PAPER DRAINAGE CHANNELS DUAL PANE GLAZINGMANUFACTURER: PILKINGTONMODEL: PLANAR GLASSU VALUE: 27 SHGC .39STC: 32COLOR: CLEARREFLECTIVE 32 2 1/2" x 5" ALUMINUM STOREFRONT MULLION OFFSET CLEAT HEADER, PER STRUCT. EXTERIOR GRADE TYPE "X" 5/8" GYPSUM BOARD 6" METAL STUDS - INCLUDING BOTTOM & TOP TRACK, MAX. 24" O.C. R19 EXTERIOR INSULATION WATERPROOFINGSHEATHING/BUILDING PAPER 2" INSULATED METAL PANEL BUTYL TAPE SILL TRIM WALL PANEL CLIP WALL ASSEMBLY DUAL PANE GLAZINGMANUFACTURER: PILKINGTONMODEL: PLANAR GLASSU VALUE: 27 SHGC .39STC: 32COLOR: CLEARREFLECTIVE 32 5/8" TYPE 'X' GYPSUM WALL BOARD - VERTICALLY APPLIED WITH STAGGERED JOINTS JOINT SEALANTAND BACKER ROD R19 EXTERIOR INSULATION 2 1/2" x 5" ALUMINUM STOREFRONT MULLION HEADER, PER STRUCT. 5/8" TYPE 'X' GYPSUM WALL BOARD - VERTICALLY APPLIED WITH STAGGERED JOINTS 6" METAL STUDS - INCLUDING BOTTOM & TOP TRACK, MAX. 24" O.C. R19 EXTERIOR INSULATION JOINT SEALANTAND BACKER ROD CEILING ASSEMBLY 2X6 WOOD STUDS - INCLUDING BOTTOM & TOP TRACK, MAX. 24" O.C. WOOD NAILER PLATE WITH ANCHOR BOLTS METAL COUNTER FLASHING CONTINUOUS SEALANT CONTINUOUS SEALANT CANT ROOFING MEMBRANE ROOFING MEMBRANE ROOF INSULATION ASSEMBLYSLOPED TO DRAIN EXTERIOR GRADE TYPE "X" 5/8" GYPSUM BOARD WATERPROOFINGSHEATHING/BUILDING PAPER 2" INSULATED METAL PANELMCELROY METAL - GREEN SPAN PROFILE - LOW GLOSS PVDF R-8 PER INCH OF THICKNESS METAL COPING DUAL PANE GLAZINGMANUFACTURER: PILKINGTONMODEL: PLANAR GLASSU VALUE: 27 SHGC .39STC: 32COLOR: CLEARREFLECTIVE 32 STUCCO FINISH WITH METAL LATH WATERPROOFINGSHEATHING/BUILDING PAPER METAL FLASHING WITH DRIP EDGE CONT. BACKER ROD AND SEALANT CONT. BACKER ROD AND SEALANT LOW-E CLEAR GLAZING WOOD BLOCKING 3x WEATHER TREATEDSILL PLATE 1' - 6 " 3 TURNS MIN8" MIN 3 TURNS MIN12 GA HANGER WIRE@ 4'-" O.C. MAIN RUNNEROR CROSS TEE ACOUSTICAL TILE STRUT STABILIZERON CROSS TEE ONLY WALL MOLDINGCONNECT TO WALL 904'- 0 " 12 ' - 0 " MA X . O.C . 8" 4'-0" MAX. 12'-0"3/ 4 " 3/4" 3/4" MIN. CLR. CROSS RUNNER OR MAIN RUNNER 45 MIN. NO. 12 GAUGE ACOUSTICAL TILECEILING 3/4" COMPRESSION STRUT 1/2" E.M.T AT SPLAYED WIRES W/ APPROPRIATE MECHANICAL FASTENER PER MANUFACTURER'S RECOMMENDATION FI N . C L G . HE I G H T CEILING PLAN ELEVATION 1. 2. 3. 4. 5. A. B. C. D. a. b. c. ALL SUSPENDED ACOUSTICAL TILE CEILINGS TO BE INSTALLED AS PER MANUFACTURER'S SPECIFICATIONS. PERIMETER HANGERS: THE TERMINAL END OF EACH CROSS RUNNER OR MAIN RUNNER SHALL BE SUPPORTED INDEPENDENT OF AND WITHIN 8" OF WALL. TIE TWO ADJACENT WALLS TO CEILING MAIN AND CROSS RUNNERS. SUSPENDED CEILING FRAMING SYSTEMS SHALL BE DESIGNED TO RESIST A LATERAL FORCE OF 20% OF THE WEIGHT OF THE CEILING ASSEMBLY AND ANY LOADS TRIBUTARY TO THE SYSTEM. FOR PURPOSE OF DETERMINING THE LATERAL FORCE, A MINIMUM CEILING WEIGHT OF 5 POUNDS PER SQUARE FOOT SHALL BE USED. WHERE THE CEILING LOADS DO NOT EXCEED 4 POUNDS PER SQUARE FOOR AND WHERE PARTITIONS ARE NOT CONNECTED TO THE CEILING SYSTEM, THE FOLLOWING BRACKING METHOD MAY BE EMPLOYED:LATERAL SUPPORT MAY BE PROVIDED BY FOUR WIRES OF MINIMUM NO. 12 GAUGE SPLAYED IN FOUR DIRECTIONS 90 DEGREES FROM THE PLANE OF THE CEILING. THESE LATERAL SUPPORT POINTS SHALL BE PLACED 12" O.C. IN EACH DIRECTION WITH THE FIRST POINT WITHIN 4' FROM EACH WALL. ALLOWANCE SHALL BE MADE FOR LATERAL MOVEMENT OF THE SYSTEM. MAIN RUNNERS AND CROSS RUNNERS MAY BE ATTACHED AT TWO ADJACENT WALLS WITH CLEARANCE BETWEEN THE WALLS AND THE RUNNERS MAINTAINED AT THE OTHER TWO WALLS. VERTICAL SUPPORT SHALL BE PROVIDED AS REQUIRED IN CHAPTER WITH THE ADDED REQUIREMENT THAT DISCONTINOUS ENDS OF CROSS RUNNERS AND MAIN RUNNERS BE VERTICALLY SUPPORTED WITHIN 7" OF SUCH DISCONTINUITIES AS MAY OCCUR WHERE THE CEILING IS DISRUPTED BY A WALL. LIGHTING FIXTURES AND AIR DIFFUSERS SHALL BE INSTALLED IN ACCORDANCE WITH THE REQUIREMENTS OF SECTION 47-1813 OF U.B.C. STANDARDS AS FOLLOWS:LIGHT FIXTURES AND AIR DIFFUSERS WEIGHING MORE THAN 20 POUNDS BUT LESS THAN 56 POUNDS SHALL HAVE TWO NO. 12 GAUGE HANGERS CONNECTED FROM THE FIXTURE HOUSING TO THE CEILING SYSTEM HANGERS OR TO THE STRUCTURE ABOVE. LIGHT FIXTURES AND AIR DIFFUSERS WEIGHING 56 POUNDS OR MORE SHALL BE SUPPORTED DIRECTLY FROM THE STRUCTURE ABOVE BY APPROVED HANGERS. CONNECTION OF LIGHT FIXTURES AIR DIFFUSERS TO THE CEILING SYSTEM SHALL BE DESIGNED FOR A LATERAL FORCE OF 100% OF THE WEIGHT OF THE FIXTURES IN ADDITION TO THE PRESCRIBED VERTICAL LOADING. CROSS TEE 1" Ø EMT - RUN TIGHT TO STRUCTURE ABOVE (4'-0" MAX. FOR 1/2" Ø) 12 GA. VERTICAL HANGER WIRE COMPRESSION STRUT REQUIRED @ EACH SEISMIC RESTRAINT 12'-0" O.C. EACH WAY AND WITHIN 6'-0" OF EACH WALL VERTICAL-12 GA. HANGER WIRE @4'-0" O.C. 1 1/4" Ø EMT - BUTT TIGHT TO 1 5/8" METAL JOIST FRAMING DRILL 5/32" HOLE FOR 1/8" BOLT AND LOCKNUT AFTER CEILING SYSTEM IS LEVELED (3) TURNS MIN. IN 1 1/2" (TYP) MA X . 45 . 0 0 ° MA X . 45. 0 0 ° 4" M I N . L A P MA X . 45 . 0 0 ° 2 " M A X . 2 " M A X . (4) 12 GA. SPLAYING WIRES SPLAYED 90° FROM EACH OTHER AND 45° FROM CEILING PLANE (SPACED 12'-0" O.C. INBOTH DIRECTIONS - FIRST POINT STARTS WITHIN 6'-0" FROM EACH WALL) MAIN RUNNER CEILING FRAMING ESR#: 3336 • • NOTE: Suspended acoustical ceiling systems shall be installed in accordance with the provisions of ASTM C 635, ASTM C 636 and ASTM E580 Section 5. [Sec 1613.1 CBC]Every structure, and portion thereof, including nonstructural components that are permanently attached to structures and their supports and attachments, shall be designed and constructed to resist the effects of earthquake motions in accordance with Chapters 11, 12, 13, 15, 17 and 18 of ASCE 7, as applicable. The seismic design category for a structure is permitted to be determined in accordance with Section 1613 or ASCE 7 4 • • The width of the perimeter supporting closure angle shall be not less than 2 in. unless qualified perimeter supporting clips are uses. In each orthogonal horizontal direction, one end of the ceiling grid shall be attached to the closure angle. The other end in each horizontal direction shall have a 0.75-in. clearance from the wall and shall rest upon and be free to slide on a closure angle. Detail compliance on plans.Except where rigid braces are used to limit lateral deflections, sprinkler heads and other penetrations, show a 2" oversize ring, sleeve, or adapter through the ceiling tile to allow for free movement of at least 1" in all horizontal directions. Alternatively, a swing joint that can accommodate 1" of ceiling movement in al horizontal directions is permitted to be provided at the top of the sprinkler head extension. Detail compliance on plans. HEAVY DUTY T-BAR GRID SYSTEM SHALL BE USED. 4 4 OU T S I D E IN S I D E F.F F.FEX T E R I O R IN T E R I O R THRSHOLD PAN FLASHING SET IN BED OF CAULK TH R E S H O L D 1/ 2 " M A X . 2 HOLLOW METAL FRAME BEYOND TH R E S H O L D 1/ 2 " M A X . 6" 3/4"3/4" DOOR PERSCHEDULE FINISH FLOOR PER SCHEDULE 2 EXTERIORINTERIOR H. M. DOOR THRESHOLD; SET IN ELASTIC SEALANT ENTRY SLAB (DRAINAGE PLANE) EXPANSION JOINT TYP. SLAB AND FOOTING CONSTRUCTION STOP STRIP WALL BEHIND 2 TH R E S H O L D 1/ 2 " M A X . PLYWOOD SHEATHINGPER STRUCTURAL 5/8" TYPE 'X' GYPSUM WALL BOARD - VERTICALLY APPLIED WITH STAGGERED JOINTS R19 EXTERIOR INSULATION ANGLE TRIM WATERPROOFINGSHEATHING/BUILDING PAPER THREE-COAT STUCCO WITH METAL LATH SEALANT PEMKO S88D SILICON SEAL 1 3/4" DOOR, PER PLANS AND DOOR SCHEDULE METAL STUD PER STRUCTURAL DWGS. HOLLOW METAL FRAME HOLLOW METAL FRAME PEMKO S88D SILICON SEAL 1 3/4" DOOR, PER PLANS AND DOOR SCHEDULE 5/8" GYPSUM BOARD WOOD STUDS PER STRUCT. METAL CASING BEAD JOINT SEALANT 2X4 WOOD STUDS HOLLOW METAL FRAME PEMKO S88D SILICON SEAL 1 3/4" DOOR, PER PLANS AND DOOR SCHEDULE HEADER PER STRUCTURAL DWGS. METAL CASING BEAD JOINT SEALANT 5/8" GYPSUM BOARD PLYWOOD SHEATHINGPER STRUCTURAL R19 EXTERIOR INSULATION METAL DRIP ANGLE TRIM WATERPROOFINGSHEATHING/BUILDING PAPER THREE-COAT STUCCO WITH METAL LATH SUPPORT ANGLE HOLLOW METAL FRAME PEMKO S88D SILICON SEAL 1 3/4" DOOR, PER PLANS AND DOOR SCHEDULE HEADER PER STRUCTURAL DWGS. 5/8" TYPE 'X' GYPSUM WALL BOARD - VERTICALLY APPLIED WITH STAGGERED JOINTS 2X6 WOOD STUDS - INCLUDING BOTTOM & TOP TRACK, MAX. @24" O.C. NEO & Associates 2115 Huntington DriveSan Marino, CA 91108 626.590.1818 Date Issued SHEET TITLE Approval Stamp 2/ 1 3 / 2 0 2 3 1 1 : 3 5 : 1 2 A M A502A502 DETAILSDETAILS AR C A D I A B U I L D I N G AR C A D I A B U I L D I N G 01/05/2023 80 2 - 8 0 6 S 1 S T A V E AR C A D I A C A 9 1 0 0 6 SCALE 1" 1'-0"2WALL BASE STOREFRONT @ SLABSCALE 1 1/2" 1'-0"3WINDOW HEADER AND SILL DETAIL SCALE 1" 1'-0"1METAL PANELS WALL DETAIL SCALE 3" 1'-0"4ROOF WINDOW DETAIL SCALE 1/2" 1'-0"5CEILING DETAIL SCALE 3" 1'-0"6STOREFRONT DOOR THRESHOLD SCALE 1 1/2" 1'-0"7INTERIOR THRESHOLD SCALE 3" 1'-0"8DOOR EXTERIOR THRESHOLD SCALE 1 1/2" 1'-0"9H.M. DOOR JAMB AT EXTERIOR WALLSCALE 1 1/2" 1'-0"10H.M. DOOR JAMB AT INTERIOR WALL SCALE 1 1/2" 1'-0"11H.M. DOOR HEAD AT INTERIOR WALL SCALE 1 1/2" 1'-0"12H.M. DOOR HEAD AT EXTERIOR WALL 1 1 1 1 11 1 4 NO. DESCRIPTION DATE 1 PC 1 10/28/22 2 PC 2 12/12/22 4 PC 4 12/16/22 F.F. A1 - SINGLE FLUSHINTERIOR DOOR B1 - DOUBLE FLUSHEXTERIOR LOUVERED DOOR 7' - 0 " 6' - 0" A2 - SINGLE FLUSHEXTERIOR DOOR 3' - 0" 7' - 0 " C1 - SINGLE GLASSINTERIOR DOOR 3' - 0"11" J1 - SINGLE GLASSOFFICE DOOR 10 " KICKPLATE K1 - DOUBLE GLASSSTOREFRONT DOOR KICKPLATE 10 " DOOR LEGEND 6' - 0"3' - 0" 7' - 0 " 7' - 0 " 1' - 0 " 7' - 0 " T 7' - 5 " 3' - 0" F.F. A - FIXED SE E S C H D . HE I G H T WIDTH HE I G H T SE E S C H D . WIDTH B - FIXED C - SKYLIGHT WIDTH HE I G H T WINDOW LEGEND NOTES A.B. C. D. T SAFETY GLAZING REQUIREDSAFETY GLAZING TO BE IMPACT TESTED PER CBC 2406SAFETY GLAZING MANUFACTURER TO BE IDENTIFIED PER CBC 2406.3BOTTOM 10 INCHES OF ALL DOORS, EXCEPT AUTOMATIC AND SLIDING, SHALL HAVE SMOOTH, UNINTERRUPTED SURFACE. [CBC 11B-404.2.10] CBC 11B-404.2.7HANDLES, PULLS, LATCHES, LOCKS AND OTHER OPERABLE PARTS ON DOORS AND GATES SHALL COMPLY WITH 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. CBC 11B-309.4 OPERATIONOPERABLE 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 (22.2 N) MAXIMUM. HARDWARE LEGEND 1.2.3.4. GLASS DOOR HARDWAREWOOD DOOR HARDWAREPANIC HARDWAREAUTOMATIC CLOSER & LATCH 1 NEO & Associates 2115 Huntington DriveSan Marino, CA 91108 626.590.1818 Date Issued SHEET TITLE Approval Stamp 2/ 1 3 / 2 0 2 3 1 1 : 3 5 : 1 3 A M A600A600 DOOR,WINDOWDOOR,WINDOW & PANEL& PANEL SCHEDULESCHEDULE AR C A D I A B U I L D I N G AR C A D I A B U I L D I N G 01/05/2023 80 2 - 8 0 6 S 1 S T A V E AR C A D I A C A 9 1 0 0 6 DOOR SCHEDULE DOOR # TYPE LOCATION WIDTH HEIGHT MANUF MODEL FIRE SHGC U-Value CORE FINISH FRAMEFINISH DETAILS NOTESHEAD JAMB THRSHD FIRST FLOOR 100 K1 LOBBY 6' - 0" 8' - 0".25 .32 GLAZING MTL. 6/A502 6/A502 101 J1 CORRIDOR A 3' - 0" 7' - 0"0.25 0.32 GLAZING MTL. 6/A502 6/A502 EXISTING TO REMAIN 102 J1 CORRIDOR D 3' - 0" 7' - 0"0.25 0.32 GLAZING MTL. 6/A502 6/A502 EXISTING TO REMAIN 103 J1 OFFICE 3' - 0" 7' - 0"0.25 0.32 SEMI GLOSS MTL. 12/A502 9/A502 8/A502 EXISTING TO REMAIN 104 B1 (E) MECH.ROOM 6' - 0" 7' - 0"0.25 0.32 HM SEMI GLOSS MTL. 12/A502 9/A502 8/A502 EXISTING TO REMAIN 105 K1 LOBBY 6' - 0" 8' - 0"0.25 0.32 GLAZING MTL. 6/A502 6/A502 106 K1 CORRIDOR A 6' - 0" 7' - 0"- -GLAZING MTL. 6/A502 6/A502 107 J1 CORRIDOR A 3' - 0" 7' - 0"- -GLAZING MTL. 6/A502 6/A502 108 J1 OFFICE 3' - 0" 7' - 0"- -GLAZING MTL. 6/A502 6/A502 109 J1 CORRIDOR A 3' - 0" 7' - 0"- -GLAZING MTL. 6/A502 6/A502 110 J1 CORRIDOR A 3' - 0" 7' - 0"- -GLAZING MTL. 6/A502 6/A502 111 J1 OFFICE 3' - 0" 7' - 0"- -GLAZING MTL. 6/A502 6/A502 112 J1 CORRIDOR A 3' - 0" 7' - 0"- -GLAZING MTL. 6/A502 6/A502 113 J1 OFFICE 3' - 0" 7' - 0"- -GLAZING MTL. 6/A502 6/A502 114 A1 LOUNGE AREA 3' - 0" 7' - 0"- - HM GLAZING MTL. 11/A502 10/A502 7/A502 115 A1 STORAGE 3' - 0" 7' - 0"- - HM GLAZING MTL. 11/A502 10/A502 7/A502 116 A1 LOUNGE AREA 3' - 0" 7' - 0"- - HM GLAZING MTL. 11/A502 10/A502 7/A502 118 A1 MEN RESTROOM 3' - 0" 7' - 0"- - HM SEMI GLOSS MTL. 11/A502 10/A502 7/A502 119 A1 WOMEN RESTROOM 3' - 0" 7' - 0"- - HM SEMI GLOSS MTL. 11/A502 10/A502 7/A502 120 A1 CORRIDOR D 3' - 0" 7' - 0"- - HM GLAZING MTL. 11/A502 10/A502 7/A502 121 A1 BREAK ROOM/ KITCHEN 3' - 0" 7' - 0"- - HM SEMI GLOSS MTL. 11/A502 10/A502 7/A502 122 A1 (E) MECH.ROOM 3' - 0" 7' - 0"- - HM SEMI GLOSS MTL. 11/A502 10/A502 7/A502 123 J1 OPEN OFFICE 3' - 0" 7' - 0"- -GLAZING MTL. 6/A502 6/A502 124 J1 OPEN OFFICE 3' - 0" 7' - 0"- -GLAZING MTL. 6/A502 6/A502 125 J1 OFFICE 3' - 0" 7' - 0"- -GLAZING MTL. 6/A502 6/A502 126 J1 OFFICE 3' - 0" 7' - 0"- -GLAZING MTL. 6/A502 6/A502 127 C1 CONFERENCE ROOM 3' - 0" 7' - 0"- - HM GLAZING MTL. 11/A502 10/A502 7/A502 128 K1 OPEN OFFICE 6' - 3" 7' - 0"- -GLAZING MTL. 129 A1 LOBBY 3' - 0" 7' - 0"- - HM GLAZING MTL. 11/A502 10/A502 7/A502 130 K1 TOM OFFICE 6' - 0" 7' - 0"- -GLAZING MTL. 6/A502 6/A502 131 C1 CONFERENCE ROOM 3' - 0" 7' - 0"- - HM GLAZING MTL. 11/A502 10/A502 7/A502 WINDOW SCHEDULE TYPE LOCATION WIDTH HEIGHT SILLHEIGHT SHGC U-FACTOR MANUFACTURER MODEL DETAILS NOTESHEAD JAMB SILL FIRST FLOOR A HANNAH OFFICE 6' - 0" 4' - 0" 3' - 4" 0.23 0.30 EXISTING EXISTING EXISTING TO REMAIN B WOMEN RESTROOM 4' - 0" 4' - 0" 3' - 8" 0.23 0.30 EXISTING EXISTING EXISTING TO REMAIN B BREAK ROOM/ KITCHEN 4' - 0" 4' - 0" 3' - 8" 0.23 0.30 EXISTING EXISTING EXISTING TO REMAIN (E) ROOF VVV 1' - 2" 4 1/2" 3' - 11" (N) ROOF C 3' - 0" 14' - 6"0.23 0.30 VELUX EXTENDED PYRAMID C 3' - 0" 14' - 6"0.23 0.30 VELUX EXTENDED PYRAMID TTT 3' - 0" 3' - 0" SCALE 1/2" 1'-0"1SKYLIGHT DETAILS NO. DESCRIPTION DATE 1 PC 1 10/28/22 7' - 0 " 1' - 2 " 3' - 8"6' - 4"6' - 7" 8' - 2 " 20' - 2" TTTTTT J 1' - 8"3' - 0" 3' - 0" 1' - 8" 7' - 1 " 3' - 0 " 9' - 5" 6' - 0" 10 ' - 0 " T TTT K EQ EQ EQ EQ EQ EQ 9' - 0 " 15' - 2" E T T T T T T 2' - 10"2' - 10" 3' - 1" 3' - 1" 2' - 8" 3' - 1" 11 " 17' - 5" 9' - 0 " T TT T F T T T T T T T T 2' - 7"2' - 8"2' - 8"2' - 8"2' - 8"2' - 11" B EQEQEQ A T T T 4' - 5" 8' - 1 " 8' - 0 " 7' - 1 1 " EQ EQ D T T 8' - 1 " 8' - 0 " 7' - 1 1 " 24 ' - 0 " T T C EQ EQ EQ EQ EQ EQ EQ EQ EQ EQ EQ EQ EQ EQ EQ EQ EQ EQ EQ EQ EQ 60' - 10" 1' - 6 " H EQ EQ EQ EQ 10' - 5" G T T T T EQ EQ EQ EQ EQ EQ EQ EQ EQ 17 ' - 1 0 " 13' - 10" N T T T T T EQ EQ EQ EQ EQ EQ EQ EQ EQ 17 ' - 1 0 " 14' - 0" M T T T T T NOTES A.B. C. D. T SAFETY GLAZING REQUIREDSAFETY GLAZING TO BE IMPACT TESTED PER CBC 2406SAFETY GLAZING MANUFACTURER TO BE IDENTIFIED PER CBC 2406.3BOTTOM 10 INCHES OF ALL DOORS, EXCEPT AUTOMATIC AND SLIDING, SHALL HAVE SMOOTH, UNINTERRUPTED SURFACE. [CBC 11B-404.2.10] CBC 11B-404.2.7HANDLES, PULLS, LATCHES, LOCKS AND OTHER OPERABLE PARTS ON DOORS AND GATES SHALL COMPLY WITH 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. CBC 11B-309.4 OPERATIONOPERABLE 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 (22.2 N) MAXIMUM. 2'-6" X 3'-0" BILCO TYPE "S" ACCESS HATCH TRACTION TREAD 2 ROW 1 1/4" W x 1 1/2" DLADDER RUNGS BY PACIFIC GRATINGCONTRACTOR TO VERIFY COMPLIANCE WITH OSHA 1910.27 1'-6" WIDTH 6" 4' - 0 " M A X . 1' - 0 " T Y P . 3/8" x 2" STEEL RAILS ROUNDED AT TOP & BOTTOM EASE ALL EDGES 3" x 1/4" BENT PLATE CLIP @ 6'-0" O.C. MAX WITH 1/2" OVER M.B. THRU FRAMING AND 1/2" OVER M.B. THRU RAIL 5/8" PLYWOOD OVER 1/2" PLYWOOD WITHIN 6" METAL STUDS @ 16" O.C. - BEHIND LADDER 2"x12" BLOCKING IN WALL AT ALL LADDER CONNECTION POINTS. CLIP ANCHOR BLOCKING TO STUDS EACH SIDE. HATCH CURB NEO & Associates 2115 Huntington DriveSan Marino, CA 91108 626.590.1818 Date Issued SHEET TITLE Approval Stamp 2/ 1 3 / 2 0 2 3 1 1 : 3 5 : 1 9 A M A601A601 CURTAINCURTAIN WALLS &WALLS & ROOFROOF DETAILSDETAILS AR C A D I A B U I L D I N G AR C A D I A B U I L D I N G 01/05/2023 80 2 - 8 0 6 S 1 S T A V E AR C A D I A C A 9 1 0 0 6 EXTERIOR INTERIOR SCALE 1/2" 1'-0"1ROOF HATCH DETAIL NO. DESCRIPTION DATE P1 ” DN DN DN CONFERENCE ROOM CONFERENCE ROOM OFFICE (E) MECH.ROOM BREAK ROOM/ KITCHEN RESTROOM LOBBY 2 HANNAH OFFICE OFFICEOFFICEOFFICE OFFICE RESTROOM OFFICEOFFICE TOM OFFICE OPEN OFFICE LOUNGE AREA OFFICEOFFICE OFFICE CIRCULATION LOBBY CORRIDOR A CORR. B CORR. C CORRIDOR D PRINTING AREA P1 SD1 1 SD1 2 TYP. P1 SD1 3 P1 SD1 1 P1 SD1 1 P1 P1 P1 SD1 1 P1 SD1 1 P1 SD1 3 P1 SD1 2 P1 SD1 1 P1 SD11 P1 SD1 1 P1 SD1 2 P1 SD1 2 SD1 3 SD1 3 SD1 3 SD1 3 P1 P1 P1 SD11 P1 SD1 1 P1 SD1 1 P1 SD1 2 4 L=76'-0" P1 SD1 1 SD1 20 TYP. SD1 5 SD1 5 SD1 5 SD1 5 SD1 5 SD1 5 SD1 5 SD1 5 SD1 5 SD1 5 SD1 5 SD1 5 SD1 5 SD1 5 SD1 5 SD1 5 SD1 5 SD1 5 SD1 5 SD1 5 SD1 5 SD1 5 SD1 5 SD1 5 SD1 5 SD1 5 SD1 5 SD1 5 SD1 5 SD1 5 SD1 5 SD1 5 SD1 5 SD1 5 SD1 5 SD1 5 SD1 5 SD1 5 SD1 5 SD1 5 SD1 5 SD1 5 SD1 5 SD1 5 SD1 5 SD1 5 SD1 5 SD1 5SD1 5 SD1 5 FO U N D A T I O N P L A N S-1.0 2x 1 2 R . R . ( R R 1 ) @ 1 6 " O . C . T Y P . U . N . O . 2x12 R.R. (RR2) @12" O.C. HSS 3x3x14" @ 8'-0" O.C. TYP. U.N.O. 5 14" x 16 EWB 5 14" x 1 6 " H D R ( H 1 ) 4x 8 H D R ( H 2 ) 4 L=64'-0" 4 L=44'-0" W1 W2 W4 W7 SD2 6 SD2 9 SD2 16 SD2 6 5 14" x 16 EWB (B1)5 14" x 16 EWB 5 14" x 16 EWB AT LOW ROOF 5 14" x 16 EWB 5 14" x 14 EWB (B2) 5 14" x 16 EWB5 14" x 16 EWB 5 14" x 14 EWB 5 14" x 1 6 E W B 5 14" x 1 6 P S L 5 14" x 1 6 P S L 5 14" x 1 6 P S L 4 L=24'-0" 6 L=21'-0" 4 L=47'-0" 4 L=80'-0" W3 W6 W5 DN DN DN CONFERENCE ROOM CONFERENCE ROOM OFFICE (E) MECH.ROOM BREAK ROOM/ KITCHEN RESTROOM LOBBY 2 HANNAH OFFICE OFFICEOFFICEOFFICE OFFICE RESTROOM OFFICEOFFICE TOM OFFICE OPEN OFFICE LOUNGE AREA OFFICEOFFICE OFFICE CIRCULATION LOBBY CORRIDOR A CORR. B CORR. C CORRIDOR D PRINTING AREA 1 34" x 11 14" LVL. RIM. 1 34" x 11 14" LVL. RIM. @HIGHER ROOF SD24 SD2 14 SD2 13 SD2 6 SD2 6 SD2 9 SD2 9 SD2 9 SD2 6 SD2 15 SD2 11 SD2 5 MST60 1 34" x 1 4 " L V L R . R . ( R R 2 ) @ 1 6 " O . C . 5 14" x 16 EWB5 14" x 16 EWBCONT. CANT. 5 14" x 16 EWB SD2 11 TYP. SD2 11 TYP. TYP. SD2 16 TYP.SD2 12 SD2 12 SD2 12 SD2 12 SD2 10 SD2 10 SD2 10 SD2 12 SD2 12 SD2 3 SD2 11 SD2 16 TYP. SD2 9 CANT. 2x12 R.R. @16" O.C. 4 L=68'-0" 4 x 12 @ HIGH & LOWER ROOF W/ B.N. CANT. 314" x 11 14" LVL. W/B.N. 1 34" x 1 1 14" E W B R I M 1 34" x 1 1 14" L V L . R I M . SD3 7 SD3 7 SD3 7 SD3 7 SD3 7 4x12 w/B.N. SD2 20 TYP 4x12 w/B.N. 4x12 w/B.N. 4x12 w/B.N. 4x 1 2 w / B . N . 4x 1 2 w / B . N . 4x 1 2 w / B . N . 4x 1 2 w / B . N . 4x 1 2 w / B . N . 4x 1 2 w / B . N . 4x 1 2 w / B . N . 4x12 w/B.N. 4x12 w/B.N. 4x12 w/B.N. 4x12 w/B.N. 4x12 w/B.N. 4x 1 2 w / B . N . 4x 1 2 w / B . N . 4x 1 2 w / B . N . 4x 1 2 w / B . N . 4x 1 2 w / B . N . 4x 1 2 w / B . N . 4x B L K ' G W / B . N . SD2 18 TYP. 4x B L K ' G W / B . N . SD2 18 TYP. 4x B L K ' G W / B . N . 4x B L K ' G W / B . N . SD2 18 TYP. 4x B L K ' G W / B . N . 4x B L K ' G W / B . N . 4x 1 2 w / B . N . 4x12 w/B.N. 4x12 w/B.N. 4x12 w/B.N. 4x12 w/B.N. 4x12 w/B.N. 4x B L K ' G W / B . N . SD2 18 TYP. 4x12 w/B.N. SD2 19 4x BLK'G W/B.N. 4x BLK'G W/B.N. 4x BLK'G W/B.N. 4x BLK'G W/B.N. 4x BLK'G W/B.N. 4x BLK'G W/B.N. 4x BLK'G W/B.N. 4x BLK'G W/B.N. 4x BLK'G W/B.N. 4x BLK'G W/B.N. SD2 10 TYP TYP SD2 9 DB L R . J . A T E D G E O F R T U P L A T F O R M DB L R . J . A T E D G E O F R T U P L A T F O R M DB L R . J . A T E D G E O F R T U P L A T F O R M DB L R . J . A T E D G E O F R T U P L A T F O R M SD3 12 SD3 15 SD312 HIGHLOW SD3 12 LOW HIGH SD3 16 LOW SD2 19 SD2 19 4x B L K ' G W / B . N . 4 4 4 L=4'-0" L=12'-6" L=15'-0" 4x BLK'G W/B.N. SD2 18 TYP. SD2 20 TYP SD2 20 TYP MSTC14 O/ MSTC14 O/ SD2 10 SD2 10 4x 1 2 w / ( 2 ) R O W S O F B . N . MS T 6 0 4x 1 2 w / B . N . MS T 6 0 SD2 11 SD2 11 w/ ( 2 ) - R O W S O F B . N . w/ ( 2 ) - R O W S O F B . N . w/ ( 2 ) - R O W S O F B . N . 4x B L K ' G W / B . N . RO O F F R A M I N G P L A N S-2.0 ST R U C T U R A L N O T E S SOILS AND FOUNDATION REINFORCING STEEL: CONCRETE: GLUED LAMINATED LUMBER SPECIAL INSPECTION & MATERIALS TESTING PROGRAM STRUCTURAL OBSERVATION:DESIGN LOADS: I, the Engineer of record for the project, declare that the above listed firm or individual Date PERMIT APPL. NO.: Calif. Registration: (required if Structural Observer is different from the Engineer of Record) DECLARATION BY OWNER: is designated by me to be responsible for the Structural Observation. DECLARATION BY THE ENGINEER OF RECORD Signature Signature Others: License No. Date Others: Footing, Stem, Walls, Piers STRUCTURAL OBSERVATION PROGRAM Hillside Special Anchors Caisson, Piles, Grade Beams Firm or individual to be responsible for the Structural Observation: FOUNDATION Description of Work: Mat Foundation Name: PROJECT ADDRESS: Owner: STRUCTURAL OBSERVATION (only checked items are required) Wood Concrete Masonry WALL Phone: Concrete Moment Frame Steel Moment Frame Steel Braced Frame FRAME AND DESIGNATION OF THE STRUCTURAL OBSERVER Engineer: Concrete Steel Deck Wood DIAPHRAGM HARDWARE AND WOOD CONNECTORS AB ANCHOR BOLT ABV ABOVE ADD'L ADDITIONAL ALT ALTERNATE BEW BOTTOM EACH WAY BLK BLOCK BLKG BLOCKING BLW BELOW BM BEAM BN BOUNDARY NAILING BO BOTTOM OF BOB BOTTOM OF BEAM BOW BOTTOM OF WALL BRG BEARING BTM BOTTOM BTWN BETWEEN BTR BETTER CBC CALIFORNIA BUILDING CODE CENT./ C CENTER LINE CLG CEILING CONC CONCRETE DBL DOUBLE DF DOUGLAS FIR DIA DIAMETER DJ DECK JOIST DP DEEP DR DROP EA EACH EI EXPANSION INDEX EMBED EMBEDMENT EN EDGE NAILING EW EACH WAY EWB ENGINEERED WOOD BEAM EXT EXTERIOR FA FROM ABOVE FDN FOUNDATION FH FULL HEIGHT FJ FLOOR JOIST FL FLUSH FLR FLOOR FNGR FINGER FRMG FRAMING FT FEET GA GAGE GLB GLU-LAM BEAM GT GIRDER TRUSS HDR HEADER HGR HANGER HT HIP TRUSS IBC INTERNATIONAL BUILDING CODE IN INCH INFO INFORMATION INT INTERIOR JST JOIST KS KING STUD LSL LAMINATED STRAND LUMBER LVL LAMINATED VENEER LUMBER MAX MAXIMUM MFR MANUFACTURER MIN MINIMUM MPH MILES PER HOUR MULT MULTIPLE O/ OVER OC ON CENTER PI PLASTICITY INDEX PLT/ P PLATE PLYWD PLYWOOD PNL PANEL PSF POUNDS PER SQUARE FOOT PSI POUNDS PER SQUARE INCH PSL PARALLEL STRAND LUMBER PT POST TENSION REV REVISION RF ROOF RR ROOF RAFTER SHTG SHEATHING SIM SIMILAR SNK(S) SINKER(S) SPN SOLE PLATE NAILING SQ SQUARE SQSH SQUASH STD STANDARD SW SHEAR WALL TO TOP OF TOB TOP OF BEAM TOW TOP OF WALL TP TOP PLATE TR TRIMMER TRS TRUSS TSL TRIANGULAR STRAND LUMBER TYP TYPICAL UBC UNIFORM BUILDING CODE UNO UNLESS NOTED OTHERWISE WWM WELDED WIRE MESH W/ WITH W/O WITHOUT L ICC ESR / LARR. REFERENCE LIST 802 S. 1ST STREET, ARCADIA, CA 91007 COMMERCIAL OFFICE TENANT IMPROVEMENT GENERAL NOTES WOOD ROUGH FRAMING STRUCTURAL NOTES FOUNDATION & FRAMING NOTES SN 4162012 18 6 5 15 7 8 14 11 SIDE VIEW AT CORNER AT INTERSECTION SEE PLANS FOR LOCATIONS OF PLYWOOD SHEATHING. NOTE: 2 x STUDS @ 16" O.C. END POST PER PLAN 16d @ 12" O.C. E.N. PER SHEAR WALL SCHEDULE E.N. PER SHEAR WALL SCHEDULE END POST PER PLAN CONT. PLYWOOD SHEATHING CONT. PLYWOOD SHEATHING PLAN VIEWPLAN VIEW SCALE: NTS SCALE: NTS SCALE: NTS SCALE: NTS SCALE: NTS 17 9 10 1 2 3 ST R U C T U R A L D E T A I L S STD 1917513 26 1115 37 481220 18 14 10REINFORCE HOOKS & BEND REINFORCE @ INTERIOR CORNER MIN. A.B. EDGE DISTANCE AT SILL PLATE ANCHOR BOLT SPECIFICATION NON-BEARING/NON-SHEAR WALL FT'G CONC. REINF. MIN. LAP SPLICE NEW FT'G TO EXT. FT'G ANCHOR BOLTS RETROFIT SCALE: NTS (E) CONT. FOOTING UNDER-PIN STEEL COLUMN TO EXISTING FT'G SCALE: NTS SCALE: NTS WOOD POST TO FT'G CONN. ST R U C T U R A L D E T A I L S SD1 195 26 11 7 4812 10 BEAM TO WALL DRAG CONN.ROOF PARAPET CONNECTIONS SCALE: NTS ROOF PARAPET CONNECTIONS SCALE: NTS # TYPICAL BEAM - POST CONNECTION ROOF PARAPET AT R.J. PERP. WITH WALL 16 STUDS WALL TO (E.) BRICK /CMU WALL CONN. SCALE: NTS SCALE: NTS SCALE: NTS SCALE: NTS SCALE: NTS SCALE: NTS SCALE: NTS SCALE: NTS ROOF RAFTERS TO BEAM CONN. 13 1418 17 19 15 20 SCALE: NTS SCALE: NTS SCALE: NTS SCALE: NTS SCALE: NTS SCALE: NTSSCALE: NTS LOWER ROOF TO HIGHER ROOF CONN. 3 ROOF PARAPET AT R.J. PARALLEL W/ WALL ROOF RAFTER TO EXTERIOR WALL # NON-BEARING INTERIOR WALL TOP CONN. # R.R. AT INTERIOR SHEAR WALL SCALE: NTS LOWER ROOF TO HIGHER ROOF CONN. SCALE: NTS SCALE: NTS ST R U C T U R A L D E T A I L S SD2 19 2 416 GUARDRAIL DETAIL # # MECH. ANCHORAGE PLATFORM SECTION SCALE: NTS CURB BM TO BM CONN. SCALE: NTS # SHEAR TRANSFER AT RIM 7 8 11 SCALE: NTS DECORATIVE PANEL FRAMING CONN. 12 14 1519 20 18 17 R.R. CONN. AT PERP. WITH WALL # SCALE: NTS SCALE: NTS SCALE: NTSSCALE: NTS SCALE: NTS 4 HIGH TO LOW ROOF ROOF FRM'G CONN. AT HIGHER ROOF SCALE: NTS SCALE: NTS 4 HIGH TO LOW ROOF SCALE: NTS ST R U C T U R A L D E T A I L S SD3 M-1 NO T E S , L E G E N D AR C A D I A B U I L D I N G AR C A D I A , C A 9 1 0 0 6 80 2 - 8 0 6 1 S T A V E DATE: 8.7.2022SCALE: ISSUE DATE REVISION DATE SF E n g i n e e r i n g 10 5 8 6 W . P I C O B l v d . , S u i t e 1 5 5 LO S A N G E L E S , C A 9 0 0 6 4 Te l . ( 3 1 0 ) 3 8 6 2 4 0 0 sp f a r z a n @ y a h o o . c o m CFOE OFILA 9-30-23 TATS ACINAHC E M Exp. No. ARHAHS EFORPDERETSI E G R AINR REENIGNEL M24912 N A ZRAFM ER E N I G N E LANOISS ALL SUPPLY DIFFUSER AND RETURN GRILLE SIZES SHOWN ARE THEOPENINGS WITHOUT BORDER. CONTRACTOR SHALL SUBMIT SHOPDRAWING AND RECEIVE APPROVAL FROM THE ARCHITECT BEFOREPLACING ORDER ALL DUCTS SHALL BE RIGID SHEET METAL, ONLY LAST 3 FT OF DUCTCAN BE FLEXIBLE DUCT. M-2 SC H E D U L E S AR C A D I A B U I L D I N G AR C A D I A , C A 9 1 0 0 6 80 2 - 8 0 6 1 S T A V E DATE: 8.7.2022SCALE: ISSUE DATE REVISION DATE SF E n g i n e e r i n g 10 5 8 6 W . P I C O B l v d . , S u i t e 1 5 5 LO S A N G E L E S , C A 9 0 0 6 4 Te l . ( 3 1 0 ) 3 8 6 2 4 0 0 sp f a r z a n @ y a h o o . c o m CFOE OFILA 9-30-23 TATS ACINAHC E M Exp. No. ARHAHS EFORPDERETSI E G R AINR REENIGNEL M24912 N A ZRAFM ER E N I G N E LANOISS L1 L1 L1 L1 L1L1 L1 L1 L1 L1 L1 L1 L1 L1 L1 L1 L1 L1 L1 L1 L1 L1 L1 L1 L1 L1 L1 L1L1 L1 L1 L1 10' - 0" CLG. HGT. 12' - 0" CLG. HGT.12' - 0" CLG. HGT.12' - 0" CLG. HGT. 10' - 0" CLG. HGT. 10' - 0" CLG. HGT. 10' - 0" CLG. HGT. 11' - 0" CLG. HGT. 15' - 0" CLG. HGT. 10' - 0" CLG. HGT.10' - 0" CLG. HGT.10' - 0" CLG. HGT.10' - 0" CLG. HGT. 18' - 0" CLG. HGT. 18' - 0" CLG. HGT. 18' - 0" CLG. HGT. 18' - 0" CLG. HGT. 24' - 0" CLG. HGT. 10' - 0" CLG. HGT. 18' - 0" CLG. HGT. 12' - 0" CLG. HGT. 10' - 0" CLG. HGT. L4 L4L4 L4 L4 L4 L4 L4 L4 L4 L4 L3 L2 L3 L2 10' - 0" CLG. HGT. 10' - 0" CLG. HGT. 10' - 0" CLG. HGT. 11' - 0" CLG. HGT. L5 L5 L5 L5 L5 L5 L5 L5 L5 L5 L5 L5 L5 L5 L5L5 L1 L1 L1 L5 L5 L5 L5 L5 L5 L5 L5 L5 L5 L5 L5 L5 L5 L5 L5 M-3 FL O O R P L A N AR C A D I A B U I L D I N G AR C A D I A , C A 9 1 0 0 6 80 2 - 8 0 6 1 S T A V E DATE: 8.7.2022SCALE: ISSUE DATE REVISION DATE SF E n g i n e e r i n g 10 5 8 6 W . P I C O B l v d . , S u i t e 1 5 5 LO S A N G E L E S , C A 9 0 0 6 4 Te l . ( 3 1 0 ) 3 8 6 2 4 0 0 sp f a r z a n @ y a h o o . c o m CFOE OFILA 9-30-23 TATS ACINAHC E M Exp. No. ARHAHS EFORPDERETSI E G R AINR REENIGNEL M24912 N A ZRAFM ER E N I G N E LANOISS 13' - 10 1/2" CLG. HGT. 2' - 0" M-4 RO O F P L A N AR C A D I A B U I L D I N G AR C A D I A , C A 9 1 0 0 6 80 2 - 8 0 6 1 S T A V E DATE: 8.7.2022SCALE: ISSUE DATE REVISION DATE SF E n g i n e e r i n g 10 5 8 6 W . P I C O B l v d . , S u i t e 1 5 5 LO S A N G E L E S , C A 9 0 0 6 4 Te l . ( 3 1 0 ) 3 8 6 2 4 0 0 sp f a r z a n @ y a h o o . c o m CFOE OFILA 9-30-23 TATS ACINAHC E M Exp. No. ARHAHS EFORPDERETSI E G R AINR REENIGNEL M24912 N A ZRAFM ER E N I G N E LANOISS M-5 DU C T C O N S T R U C T I O N , TE S T I N G , B A L A N C I N G , DE T A I L S AR C A D I A B U I L D I N G AR C A D I A , C A 9 1 0 0 6 80 2 - 8 0 6 1 S T A V E DATE: 8.7.2022SCALE: ISSUE DATE REVISION DATE SF E n g i n e e r i n g 10 5 8 6 W . P I C O B l v d . , S u i t e 1 5 5 LO S A N G E L E S , C A 9 0 0 6 4 Te l . ( 3 1 0 ) 3 8 6 2 4 0 0 sp f a r z a n @ y a h o o . c o m CFOE OFILA 9-30-23 TATS ACINAHC E M Exp. No. ARHAHS EFORPDERETSI E G R AINR REENIGNEL M24912 N A ZRAFM ER E N I G N E LANOISS RECTANGULAR LOW PRESSURE DUCTWORK ROUND LOW PRESSURE DUCTWORK M-6 TI T L E - 2 4 AR C A D I A B U I L D I N G AR C A D I A , C A 9 1 0 0 6 80 2 - 8 0 6 1 S T A V E DATE: 8.7.2022SCALE: ISSUE DATE REVISION DATE SF E n g i n e e r i n g 10 5 8 6 W . P I C O B l v d . , S u i t e 1 5 5 LO S A N G E L E S , C A 9 0 0 6 4 Te l . ( 3 1 0 ) 3 8 6 2 4 0 0 sp f a r z a n @ y a h o o . c o m CFOE OFILA 9-30-23 TATS ACINAHC E M Exp. No. ARHAHS EFORPDERETSI E G R AINR REENIGNEL M24912 N A ZRAFM ER E N I G N E LANOISS M-7 TI T L E - 2 4 AR C A D I A B U I L D I N G AR C A D I A , C A 9 1 0 0 6 80 2 - 8 0 6 1 S T A V E DATE: 8.7.2022SCALE: ISSUE DATE REVISION DATE SF E n g i n e e r i n g 10 5 8 6 W . P I C O B l v d . , S u i t e 1 5 5 LO S A N G E L E S , C A 9 0 0 6 4 Te l . ( 3 1 0 ) 3 8 6 2 4 0 0 sp f a r z a n @ y a h o o . c o m CFOE OFILA 9-30-23 TATS ACINAHC E M Exp. No. ARHAHS EFORPDERETSI E G R AINR REENIGNEL M24912 N A ZRAFM ER E N I G N E LANOISS 8-25-2021 NOTES & SYMBOLS NONE E-1.0 SHEET TITLE 3690 DATE: DRAWING NO. SCALE: 08-04-22 BY:DM CHECKED:HRA PR O J E C T AR C A D I A B U I L D I N G 80 2 - 8 0 6 S . 1 S T . A V E . , AR C A D I A , C A 9 1 0 0 6 AL L I D E A S , D E S I G N S , A R R A N G E M E N T S A N D P L A N S I N D I C A T E D O R R E P R E S E N T E D B Y T H I S D R A W I N G A R E O W N E D B Y A B R A R I A N D A S S O C I A T E S A N D W E R E C R E A T E D A N D D E V E L O P E D F O R U S E A N D I N C O N N E C T I O N W I T H T H E S P E C I F I E D P R O J E C T . N O N E O F T H E I D E A S , D E S I G N S , A R R A N G E M E N T S O R P L A N S S H A L L B E U S E D B Y O R D I S C L O S E D T O F O R A N Y P U R P O S E W H A T S O E V E R W I T H O U T T H E W R I T T E N A U T H O R I Z A T I O N O F A B R A R I A N D A S S O C I A T E S I N C . RE V . DA T E A B C D DE S C R I P T I O N X X BY R D EXP. 03-31-24 O E NO. 13294E TE S R E L AT ST I E G M I AH DER P E IA LCFA OFI I CTCR LA R N ER G N E O SEFSI AR. R B A R I NAO L I N PROJECT NO.: DATE SIGNED:08-04-22 A B R A R I 1713 STANDARD AVE. G LEN DAL E, CA 9120 1 W 818.956.1900 M A I L @ A B R A R I . C O M ELECTRICAL ENGINEERS A S S O C I A T E S PLUMB CHKD X LID CHKD DATE BY MECH CHKD X X X X X CUST. OK'D X X ABBREVIATIONS LEGEND OF SYMBOLSMATERIALINSTALLATIONGENERAL NOTES START-UP ELECTRICAL CODE GREEN BLDG. NOTES ¾ RECEPT. MOUNTING HEIGHT PROJECT SCOPE STAMP ANY DISCREPANCIES WITHIN THE ELECTRICAL PLANS NOTED BEFORE BIDDING AND ORDERING OF EQUIPMENT & MATERIALS SHALL BE BROUGHT TO THE ATTENTION OF THE ENGINEER OF RECORD FOR CORRECTION. E-2.0 AS SHOWN LOAD CALCS. DIAGRAM & SINGLE LINE SHEET TITLE 3690 DATE: DRAWING NO. SCALE: 08-04-22 BY:DM CHECKED:HRA PR O J E C T AR C A D I A B U I L D I N G 80 2 - 8 0 6 S . 1 S T . A V E . , AR C A D I A , C A 9 1 0 0 6 AL L I D E A S , D E S I G N S , A R R A N G E M E N T S A N D P L A N S I N D I C A T E D O R R E P R E S E N T E D B Y T H I S D R A W I N G A R E O W N E D B Y A B R A R I A N D A S S O C I A T E S A N D W E R E C R E A T E D A N D D E V E L O P E D F O R U S E A N D I N C O N N E C T I O N W I T H T H E S P E C I F I E D P R O J E C T . N O N E O F T H E I D E A S , D E S I G N S , A R R A N G E M E N T S O R P L A N S S H A L L B E U S E D B Y O R D I S C L O S E D T O F O R A N Y P U R P O S E W H A T S O E V E R W I T H O U T T H E W R I T T E N A U T H O R I Z A T I O N O F A B R A R I A N D A S S O C I A T E S I N C . RE V . DA T E A B C D DE S C R I P T I O N X X BY R D EXP. 03-31-24 O E NO. 13294E TE S R E L AT ST I E G M I AH DER P E IA LCFA OFI I CTCR LA R N ER G N E O SEFSI AR. R B A R I NAO L I N PROJECT NO.: DATE SIGNED:08-04-22 A B R A R I 1713 STANDARD AVE. G LEN DAL E, CA 9120 1 W 818.956.1900 M A I L @ A B R A R I . C O M ELECTRICAL ENGINEERS A S S O C I A T E S PLUMB CHKD X LID CHKD DATE BY MECH CHKD X X X X X CUST. OK'D X X GROUNDING DETAILA M SINGLE LINE DIAGRAM1 EXISTING SWITCHBOARD ELEVATION2 MS(E) PANEL SCHEDULE NONE E-2.1 SHEET TITLE 3690 DATE: DRAWING NO. SCALE: 08-04-22 BY:DM CHECKED:HRA PR O J E C T AR C A D I A B U I L D I N G 80 2 - 8 0 6 S . 1 S T . A V E . , AR C A D I A , C A 9 1 0 0 6 AL L I D E A S , D E S I G N S , A R R A N G E M E N T S A N D P L A N S I N D I C A T E D O R R E P R E S E N T E D B Y T H I S D R A W I N G A R E O W N E D B Y A B R A R I A N D A S S O C I A T E S A N D W E R E C R E A T E D A N D D E V E L O P E D F O R U S E A N D I N C O N N E C T I O N W I T H T H E S P E C I F I E D P R O J E C T . N O N E O F T H E I D E A S , D E S I G N S , A R R A N G E M E N T S O R P L A N S S H A L L B E U S E D B Y O R D I S C L O S E D T O F O R A N Y P U R P O S E W H A T S O E V E R W I T H O U T T H E W R I T T E N A U T H O R I Z A T I O N O F A B R A R I A N D A S S O C I A T E S I N C . RE V . DA T E A B C D DE S C R I P T I O N X X BY R D EXP. 03-31-24 O E NO. 13294E TE S R E L AT ST I E G M I AH DER P E IA LCFA OFI I CTCR LA R N ER G N E O SEFSI AR. R B A R I NAO L I N PROJECT NO.: DATE SIGNED:08-04-22 A B R A R I 1713 STANDARD AVE. G LEN DAL E, CA 9120 1 W 818.956.1900 M A I L @ A B R A R I . C O M ELECTRICAL ENGINEERS A S S O C I A T E S PLUMB CHKD X LID CHKD DATE BY MECH CHKD X X X X X CUST. OK'D X X OS PC VP VS EXIT W TITLE 24 ENERGY CALCULATIONS NONE E-6.0 SHEET TITLE 3690 DATE: DRAWING NO. SCALE: 08-04-22 BY:DM CHECKED:HRA PR O J E C T AR C A D I A B U I L D I N G 80 2 - 8 0 6 S . 1 S T . A V E . , AR C A D I A , C A 9 1 0 0 6 AL L I D E A S , D E S I G N S , A R R A N G E M E N T S A N D P L A N S I N D I C A T E D O R R E P R E S E N T E D B Y T H I S D R A W I N G A R E O W N E D B Y A B R A R I A N D A S S O C I A T E S A N D W E R E C R E A T E D A N D D E V E L O P E D F O R U S E A N D I N C O N N E C T I O N W I T H T H E S P E C I F I E D P R O J E C T . N O N E O F T H E I D E A S , D E S I G N S , A R R A N G E M E N T S O R P L A N S S H A L L B E U S E D B Y O R D I S C L O S E D T O F O R A N Y P U R P O S E W H A T S O E V E R W I T H O U T T H E W R I T T E N A U T H O R I Z A T I O N O F A B R A R I A N D A S S O C I A T E S I N C . RE V . DA T E A B C D DE S C R I P T I O N X X BY R D EXP. 03-31-24 O E NO. 13294E TE S R E L AT ST I E G M I AH DER P E IA LCFA OFI I CTCR LA R N ER G N E O SEFSI AR. R B A R I NAO L I N PROJECT NO.: DATE SIGNED:08-04-22 A B R A R I 1713 STANDARD AVE. G LEN DAL E, CA 9120 1 W 818.956.1900 M A I L @ A B R A R I . C O M ELECTRICAL ENGINEERS A S S O C I A T E S PLUMB CHKD X LID CHKD DATE BY MECH CHKD X X X X X CUST. OK'D X X TITLE 24 ENERGY CALCULATIONS NONE E-6.1 SHEET TITLE 3690 DATE: DRAWING NO. SCALE: 08-04-22 BY:DM CHECKED:HRA PR O J E C T AR C A D I A B U I L D I N G 80 2 - 8 0 6 S . 1 S T . A V E . , AR C A D I A , C A 9 1 0 0 6 AL L I D E A S , D E S I G N S , A R R A N G E M E N T S A N D P L A N S I N D I C A T E D O R R E P R E S E N T E D B Y T H I S D R A W I N G A R E O W N E D B Y A B R A R I A N D A S S O C I A T E S A N D W E R E C R E A T E D A N D D E V E L O P E D F O R U S E A N D I N C O N N E C T I O N W I T H T H E S P E C I F I E D P R O J E C T . N O N E O F T H E I D E A S , D E S I G N S , A R R A N G E M E N T S O R P L A N S S H A L L B E U S E D B Y O R D I S C L O S E D T O F O R A N Y P U R P O S E W H A T S O E V E R W I T H O U T T H E W R I T T E N A U T H O R I Z A T I O N O F A B R A R I A N D A S S O C I A T E S I N C . RE V . DA T E A B C D DE S C R I P T I O N X X BY R D EXP. 03-31-24 O E NO. 13294E TE S R E L AT ST I E G M I AH DER P E IA LCFA OFI I CTCR LA R N ER G N E O SEFSI AR. R B A R I NAO L I N PROJECT NO.: DATE SIGNED:08-04-22 A B R A R I 1713 STANDARD AVE. G LEN DAL E, CA 9120 1 W 818.956.1900 M A I L @ A B R A R I . C O M ELECTRICAL ENGINEERS A S S O C I A T E S PLUMB CHKD X LID CHKD DATE BY MECH CHKD X X X X X CUST. OK'D X X TIME CLOCK & RELAY PANEL LIGHTING CONTROL SCHEMATIC1 EMERGENCYPHOTOMETRIC PLAN 1/4"=1'-0" E-7.0 SHEET TITLE 3690 DATE: DRAWING NO. SCALE: 08-04-22 BY:DM CHECKED:HRA PR O J E C T AR C A D I A B U I L D I N G 80 2 - 8 0 6 S . 1 S T . A V E . , AR C A D I A , C A 9 1 0 0 6 AL L I D E A S , D E S I G N S , A R R A N G E M E N T S A N D P L A N S I N D I C A T E D O R R E P R E S E N T E D B Y T H I S D R A W I N G A R E O W N E D B Y A B R A R I A N D A S S O C I A T E S A N D W E R E C R E A T E D A N D D E V E L O P E D F O R U S E A N D I N C O N N E C T I O N W I T H T H E S P E C I F I E D P R O J E C T . N O N E O F T H E I D E A S , D E S I G N S , A R R A N G E M E N T S O R P L A N S S H A L L B E U S E D B Y O R D I S C L O S E D T O F O R A N Y P U R P O S E W H A T S O E V E R W I T H O U T T H E W R I T T E N A U T H O R I Z A T I O N O F A B R A R I A N D A S S O C I A T E S I N C . RE V . DA T E A B C D DE S C R I P T I O N X X BY R D EXP. 03-31-24 O E NO. 13294E TE S R E L AT ST I E G M I AH DER P E IA LCFA OFI I CTCR LA R N ER G N E O SEFSI AR. R B A R I NAO L I N PROJECT NO.: DATE SIGNED:08-04-22 A B R A R I 1713 STANDARD AVE. G LEN DAL E, CA 9120 1 W 818.956.1900 M A I L @ A B R A R I . C O M ELECTRICAL ENGINEERS A S S O C I A T E S PLUMB CHKD X LID CHKD DATE BY MECH CHKD X X X X X CUST. OK'D X X 2.2 2.7 2.9 3.8 4.0 5.5 5.6 7.7 7.9 7.4 6.6 5.4 4.3 10.1 10.4 9.3 7.9 6.3 4.9 12.2 12.6 11.0 8.9 6.8 5.1 13.3 12.9 13.8 11.3 12.0 9.2 9.7 2.0 14.0 15.3 15.4 14.0 12.0 14.1 14.3 13.2 11.6 13.6 13.9 13.1 11.6 14.3 14.8 13.9 12.3 15.8 16.6 15.5 13.4 17.1 18.1 16.8 14.3 17.1 18.1 16.9 14.3 15.6 16.4 15.5 13.4 13.6 14.2 13.5 12.0 12.1 12.6 12.1 11.0 11.9 14.2 13.1 11.7 19.1 19.8 17.7 15.7 16.6 16.1 15.4 14.1 12.3 18.2 19.3 20.5 18.6 16.8 17.7 17.8 17.3 15.7 13.4 18.2 18.9 18.6 16.8 14.1 13.6 15.8 16.5 16.5 13.8 11.7 13.7 14.4 13.2 11.3 9.2 10.6 6.8 7.6 4.7 5.2 3.3 3.6 2.4 2.5 2.0 1.9 20.6 1.6 1.6 1.6 1.6 2.0 2.3 2.4 2.3 2.2 2.9 3.3 3.5 3.4 3.2 4.1 4.8 5.2 5.1 4.6 6.0 7.1 7.7 7.6 6.8 8.2 10.0 11.1 11.0 9.6 10.8 13.4 15.1 15.1 13.3 2.7 3.5 4.8 7.2 9.8 12.9 16.2 18.5 18.8 17.5 1.9 2.5 5.0 7.5 10.3 13.9 17.6 20.2 19.3 1.4 20.6 3.9 4.9 6.6 8.9 12.0 15.6 18.8 19.6 16.5 13.3 6.2 3.9 5.0 6.5 8.6 11.4 14.7 17.6 19.2 18.6 16.0 12.9 9.9 4.1 5.0 6.4 8.2 10.6 13.4 16.0 17.4 16.9 14.8 12.0 9.4 4.4 5.2 6.3 7.8 9.6 11.8 13.8 14.9 14.6 12.9 10.6 8.4 4.9 5.6 6.5 7.5 8.8 10.2 11.5 12.1 11.8 10.6 8.9 7.2 5.8 6.4 7.0 7.6 8.2 8.9 9.5 9.7 9.3 8.4 7.2 6.1 7.1 7.7 8.1 8.2 8.1 8.1 8.0 7.8 7.3 6.6 5.8 5.0 8.7 9.5 9.7 9.3 8.6 7.8 7.1 6.5 5.9 5.3 4.7 4.2 10.4 11.5 11.5 10.7 9.3 7.9 6.7 5.8 5.1 4.4 3.9 3.5 11.7 13.0 13.0 11.8 9.9 8.1 6.6 5.4 4.6 3.9 3.4 2.9 12.1 13.5 13.5 12.2 10.2 8.2 6.5 5.2 4.3 3.6 3.0 2.6 11.4 12.7 12.7 11.6 9.8 8.0 6.4 5.1 4.2 3.4 2.9 2.5 10.1 11.1 11.2 10.5 9.2 7.7 6.3 5.2 4.2 3.4 2.9 2.4 8.5 9.4 9.8 9.5 8.8 7.8 6.6 5.4 4.4 3.6 2.9 2.4 7.3 8.2 8.9 9.2 9.0 8.3 7.2 6.0 4.8 3.8 3.1 2.5 6.5 7.7 8.8 9.6 9.9 9.4 8.3 6.8 5.4 4.2 3.3 2.6 9.1 10.4 11.2 10.9 9.6 7.8 6.0 4.5 3.4 2.7 9.5 11.2 12.3 12.1 10.6 8.5 6.4 4.7 3.6 2.8 9.3 11.2 12.4 12.2 10.8 8.7 6.6 4.7 3.6 2.7 8.4 10.1 11.2 11.1 9.9 8.0 6.3 7.0 8.3 9.1 9.0 8.2 6.8 5.6 5.4 6.3 6.9 6.8 6.3 5.4 4.5 4.0 4.6 4.9 4.9 4.6 4.0 3.4 2.9 3.3 3.5 3.5 3.3 3.0 2.6 2.1 2.3 2.5 2.5 2.4 2.2 2.0 1.6 1.7 1.8 1.8 1.7 1.6 1.5 1.2 1.3 1.3 1.4 1.3 1.3 1.2 1.1 1.1 1.1 1.1 1.0 1.0 1.0 20.4 1.2 1.3 1.4 1.3 1.3 1.7 1.9 2.0 2.0 1.8 1.6 2.4 2.8 3.0 2.9 2.7 2.3 1.9 1.4 3.5 4.1 4.4 4.4 4.0 3.3 2.7 1.8 4.9 6.0 6.6 6.6 5.9 4.8 3.6 2.4 6.3 8.5 9.5 9.5 8.3 6.5 4.3 3.0 11.3 12.8 12.7 11.1 8.7 13.5 16.2 17.8 17.2 14.6 11.3 8.6 6.9 6.1 6.1 6.9 8.5 10.7 14.0 15.7 15.5 13.6 11.2 13.9 16.8 16.9 14.4 11.2 8.5 6.8 6.0 5.9 6.7 8.3 10.5 14.6 16.5 16.3 14.4 12.01.1 18.0 Statistics Description Symbol Avg Max Min Max/Min Avg/Min Calc Zone #1 7.4 fc 20.4 fc 1.0 fc 20.4:1 7.4:1 Calc Zone #2 7.9 fc 14.0 fc 2.0 fc 7.0:1 4.0:1 Calc Zone #3 13.8 fc 20.6 fc 1.9 fc 10.8:1 7.3:1 Calc Zone #4 7.7 fc 18.0 fc 1.1 fc 16.4:1 7.0:1 Calc Zone #5 8.0 fc 20.6 fc 1.4 fc 14.7:1 5.7:1 EMERGENCY PHOTOMETRIC PLAN1 P-1 NO T E S , L E G E N D AR C A D I A B U I L D I N G AR C A D I A , C A 9 1 0 0 6 80 2 - 8 0 6 1 S T A V E DATE: 10.6.2022SCALE: ISSUE DATE REVISION DATE SF E n g i n e e r i n g 10 5 8 6 W . P I C O B l v d . , S u i t e 1 5 5 LO S A N G E L E S , C A 9 0 0 6 4 Te l . ( 3 1 0 ) 3 8 6 2 4 0 0 sp f a r z a n @ y a h o o . c o m CFOE OFILA 9-30-23 TATS ACINAHC E M Exp. No. ARHAHS EFORPDERETSI E G R AINR REENIGNEL M24912 N A ZRAFM ER E N I G N E LANOISS P-2 SC H E D U L E S AR C A D I A B U I L D I N G AR C A D I A , C A 9 1 0 0 6 80 2 - 8 0 6 1 S T A V E DATE: 10.6.2022SCALE: ISSUE DATE REVISION DATE SF E n g i n e e r i n g 10 5 8 6 W . P I C O B l v d . , S u i t e 1 5 5 LO S A N G E L E S , C A 9 0 0 6 4 Te l . ( 3 1 0 ) 3 8 6 2 4 0 0 sp f a r z a n @ y a h o o . c o m CFOE OFILA 9-30-23 TATS ACINAHC E M Exp. No. ARHAHS EFORPDERETSI E G R AINR REENIGNEL M24912 N A ZRAFM ER E N I G N E LANOISS 1S T A V E ALICE ST (N) STALL (E) STALL (E) STALL (E) STALL (E) STALL (N) COMPACT EXISTING ONE STORY 6,223 S.F. (E ) P A R K I N G L O T 1 2 3 4 5 8 0° 0 0 ' 0 0 " 80 . 0 0 ' S W (VAN ACCESSIBLE) (E) DRIVEWAY (N) STALL6 (N) STALL7 (E ) D R I V E W A Y (E) DRIVEWAY 9(N) COMPACT P-3 SI T E P L A N AR C A D I A B U I L D I N G AR C A D I A , C A 9 1 0 0 6 80 2 - 8 0 6 1 S T A V E DATE: 10.6.2022SCALE: ISSUE DATE REVISION DATE SF E n g i n e e r i n g 10 5 8 6 W . P I C O B l v d . , S u i t e 1 5 5 LO S A N G E L E S , C A 9 0 0 6 4 Te l . ( 3 1 0 ) 3 8 6 2 4 0 0 sp f a r z a n @ y a h o o . c o m CFOE OFILA 9-30-23 TATS ACINAHC E M Exp. No. ARHAHS EFORPDERETSI E G R AINR REENIGNEL M24912 N A ZRAFM ER E N I G N E LANOISS DN DN DN CONFERENCE ROOM CONFERENCE ROOM OFFICE (E) MECH.ROOM BREAK ROOM/ KITCHEN LOBBY 2 HANNAH OFFICE OFFICEOFFICEOFFICE OFFICE OFFICEOFFICE TOM OFFICE OPEN OFFICE LOUNGE AREA OFFICEOFFICE OFFICE CIRCULATION LOBBY CORRIDOR A CORR. B CORR. C CORRIDOR D PRINTING AREA MEN RESTROOM WOMEN RESTROOM P-4 FL O O R P L A N DATE: 10.6.2022SCALE: ISSUE DATE REVISION DATE SF E n g i n e e r i n g 10 5 8 6 W . P I C O B l v d . , S u i t e 1 5 5 LO S A N G E L E S , C A 9 0 0 6 4 Te l . ( 3 1 0 ) 3 8 6 2 4 0 0 sp f a r z a n @ y a h o o . c o m CFOE OFILA 9-30-23 TATS ACINAHC E M Exp. No. ARHAHS EFORPDERETSI E G R AINR EENIGNEL M24912 N A ZRAFM ER E N I G N E LANOISS EXISTING WATER HEATER 13' - 10 1/2" CLG. HGT. 2' - 0" P-5 RO O F P L A N AR C A D I A B U I L D I N G AR C A D I A , C A 9 1 0 0 6 80 2 - 8 0 6 1 S T A V E DATE: 10.6.2022SCALE: ISSUE DATE REVISION DATE SF E n g i n e e r i n g 10 5 8 6 W . P I C O B l v d . , S u i t e 1 5 5 LO S A N G E L E S , C A 9 0 0 6 4 Te l . ( 3 1 0 ) 3 8 6 2 4 0 0 sp f a r z a n @ y a h o o . c o m CFOE OFILA 9-30-23 TATS ACINAHC E M Exp. No. ARHAHS EFORPDERETSI E G R AINR REENIGNEL M24912 N A ZRAFM ER E N I G N E LANOISS SHUT-OFFVALVE EX. 1-1/2"WATER METER TP WHA EXPANSIONTANK RECIRC.PUMP POC TP P-6 RI S E R D I A G R A M S AR C A D I A B U I L D I N G AR C A D I A , C A 9 1 0 0 6 80 2 - 8 0 6 1 S T A V E DATE: 10.6.2022SCALE: ISSUE DATE REVISION DATE SF E n g i n e e r i n g 10 5 8 6 W . P I C O B l v d . , S u i t e 1 5 5 LO S A N G E L E S , C A 9 0 0 6 4 Te l . ( 3 1 0 ) 3 8 6 2 4 0 0 sp f a r z a n @ y a h o o . c o m CFOE OFILA 9-30-23 TATS ACINAHC E M Exp. No. ARHAHS EFORPDERETSI E G R AINR REENIGNEL M24912 N A ZRAFM ER E N I G N E LANOISS HOT & COLD WATER RISER DIAGRAM NOT TO SCALE WASTE & VENT RISER DIAGRAM NOT TO SCALE EXISTING P-7 DE T A I L S DATE: 10.6.2022SCALE: ISSUE DATE REVISION DATE SF E n g i n e e r i n g 10 5 8 6 W . P I C O B l v d . , S u i t e 1 5 5 LO S A N G E L E S , C A 9 0 0 6 4 Te l . ( 3 1 0 ) 3 8 6 2 4 0 0 sp f a r z a n @ y a h o o . c o m CFOE OFILA 9-30-23 TATS ACINAHC E M Exp. No. ARHAHS EFORPDERETSI EG R AINR EENIGNEL M24912 N A ZRAFM ER E N I G N E LANOISS EXISTING EXISTING PLATFORM EXISTING WATER HEATER BUILDING ENERGY ANALYSIS REPORT PROJECT: Project Designer: Report Prepared by: Job Number: Date: The EnergyPro computer program has been used to perform the calculations summarized in this compliance report. This program has approval and is authorized by the California Energy Commission for use with both the Residential and Nonresidential 2019 Building Energy Efficiency Standards. This program developed by EnergySoft Software – www.energysoft.com. 2115 Huntington Drive NEO & Associates San Morino, CA 91108 626-590-1818 802-806 1st Avenue Arcadia, CA 91006 10586 W. Pico Blvd., Suite 155 SF Engineering Shawn Farzan Los Angeles, CA 90064 310-386-2400 22579 8/8/2022 TABLE OF CONTENTS Cover Page Table of Contents Form PRF-01-E Certificate of Compliance HVAC System Heating and Cooling Loads Summary 1 2 3 15 Project Name:Arcadia Building NRCC-PRF-01-E Page 1 of 12 Project Address: 802-806 1st Avenue Arcadia 91006 Calculation Date/Time: 16:19, Mon, Aug 08, 2022 Input File Name: 22579_Arcadia.cibd19x CA Building Energy Efficiency Standards- 2019 Nonresidential Compliance Report Version: NRCC-PRF-01-E-12092021-6844 Report Generated at: 2022-08-08 16:20:14 A. GENERAL INFORMATION 1 Project Location (city)Arcadia 8 Standards Version Compliance2019 2 CA Zip Code 91006 9 Compliance Software (version) EnergyPro 8.3 3 Climate Zone 9 10 Weather File LOS-ANGELES-DOWNTOWN_722874_CZ2010.epw 4 Total Conditioned Floor Area in Scope 5,803 ft2 11 Building Orientation (deg)(N) 0 deg 5 Total Unconditioned Floor Area 0 ft2 12 Permitted Scope of Work ExistingAlteration 6 Total # of Stories (Habitable Above Grade) 1 13 Building Type(s)Nonresidential 7 Total # of dwelling units 0 14 Gas Type NaturalGas B. PROJECT SUMMARY Table Instructions: Table B shows which building components are included in the performance calculation. If indicated as not included, the project must show compliance prescriptively if within permit application. Building Components Complying via Performance Building Components Complying Prescriptively Envelope (see Table G) Performance Covered Process: Commercial Kitchens Performance The following building components are ONLY eligible for prescriptive compliance and should be documented on the NRCC form listed if within the scope of the permit application (i.e. compliance will not be shown on the NRCC-PRF-E). Not Included Not Included Mechanical (see Table H)Performance Covered Process: Computer Rooms Performance Indoor Lighting (Unconditioned)§140.6 NRCC-LTI-E Not Included Not Included Outdoor Lighting §140.7 NRCC-LTO-E Domestic Hot Water (see Table I)Performance Covered Process: Laboratory Exhaust Performance Sign Lighting §140.8 NRCC -LTS-E Not Included Not Included Mandatory Measures Lighting ( Indoor Conditioned, see Table K) Performance Electrical power systems, commissioning, solar ready, elevator and escalator requirements are mandatory and should on the NRCC form listed if applicable (i.e. compliance will not be shown on the NRCC-PRF-E.) Not Included Electrical Power Distribution S110.11 NRCC-ELC-E Solar Thermal Water Heating (see Table I) Performance Commissioning S120.8 NRCC-CXR-E Not Included Solar Ready S110.10 NRCC-SRA-E Project Name:Arcadia Building NRCC-PRF-01-E Page 2 of 12 Project Address: 802-806 1st Avenue Arcadia 91006 Calculation Date/Time: 16:19, Mon, Aug 08, 2022 Input File Name: 22579_Arcadia.cibd19x CA Building Energy Efficiency Standards- 2019 Nonresidential Compliance Report Version: NRCC-PRF-01-E-12092021-6844 Report Generated at: 2022-08-08 16:20:14 C1. COMPLIANCE RESULTS FOR PERFORMANCE COMPONENTS (Annual TDV Energy Use, kBtu/ft 2-yr) COMPLIES Energy Component Standard Design (TDV)Proposed Design (TDV)Compliance Margin (TDV)1 Space Heating 9.06 4.23 4.83 Space Cooling 61.84 57.20 4.64 Indoor Fans 105.31 109.24 -3.93 Heat Rejection ------ Pumps & Misc.------ Domestic Hot Water 7.18 7.18 -- Indoor Lighting 44.57 44.57 -- ENERGY STANDARDS COMPLIANCE TOTAL 227.96 222.42 5.54 (2.4%) 1 Notes: The number in parenthesis following the Compliance Margin in column 4. represents the Percent Better than Standard. C2. RESULTS FOR 'ABOVE CODE' QUALIFICATIONS1 This project is pursuing CalGreen Tier 1 This project is pursuing CalGreen Tier 2 Miscellaneous Energy Component Standard Design (TDV)Proposed Design (TDV)Compliance Margin (TDV)1 Receptacle 108.19 108.19 -- Process ------ Other Ltg ------ Process Motors ------ COMPLIANCE TOTAL PLUS MISCELLANEOUS COMPONENTS 336.15 330.61 5.5 (1.6%) 1Notes: This table is used to document compliance with programs OTHER THAN Title 24 Part 6, if applicable. Project Name:Arcadia Building NRCC-PRF-01-E Page 3 of 12 Project Address: 802-806 1st Avenue Arcadia 91006 Calculation Date/Time: 16:19, Mon, Aug 08, 2022 Input File Name: 22579_Arcadia.cibd19x CA Building Energy Efficiency Standards- 2019 Nonresidential Compliance Report Version: NRCC-PRF-01-E-12092021-6844 Report Generated at: 2022-08-08 16:20:14 C3. ENERGY USE SUMMARY Energy Component Standard Design Site (MWh) Proposed Design Site (MWh) Margin (MWh) Standard Design Site (MBtu) Proposed Design Site (MBtu) Margin (MBtu) Space Heating --1.0 -1.0 25.7 --25.7 Space Cooling 9.0 8.2 0.8 ------ Indoor Fans 20.9 21.6 -0.7 ------ Heat Rejection ------------ Pumps & Misc.------------ Domestic Hot Water 1.5 1.5 0.0 ------ Indoor Lighting 8.7 8.7 0.0 ------> Compliance Total 40.1 41.0 -0.9 25.7 0.0 25.7 Receptacle 21.1 21.1 0.0 ------ Process ------------ Other Ltg ------------ Process Motors ------------ TOTAL 61.2 62.1 -0.9 25.7 0.0 25.7 D. EXCEPTIONAL CONDITIONS The building does not include service water heating. Verify that service water heating is not required and is not included in the design. This project uses the Simplified Geometry Performance Modeling Approach which is not capable of modeling daylighting controls and assumes the prescriptive Secondary Daylit Control requirements are met. PRESCRIPTIVE COMPLIANCE documentation (form NRCC-LTI-02-E) for the requirements of section 140.6(d) Automatic Daylighting Controls in Secondary Daylit Zones is required. E. HERS VERIFICATION This Section Does Not Apply F. ADDITIONAL REMARKS Standard Building (Compliance) Project Name:Arcadia Building NRCC-PRF-01-E Page 4 of 12 Project Address: 802-806 1st Avenue Arcadia 91006 Calculation Date/Time: 16:19, Mon, Aug 08, 2022 Input File Name: 22579_Arcadia.cibd19x CA Building Energy Efficiency Standards- 2019 Nonresidential Compliance Report Version: NRCC-PRF-01-E-12092021-6844 Report Generated at: 2022-08-08 16:20:14 G1. ENVELOPE GENERAL INFORMATION (conditioned spaces only) 1 2 3 4 Opaque Surfaces & Orientation Total Gross Surface Area (ft2)Total Fenestration Area (ft2)Window to Wall Ratio (%) North-Facing1 1,639 ft2 664 ft2 40.5% East-Facing2 1,002 ft2 51 ft2 05.1% South-Facing3 1,140 ft2 0 ft2 00.0% West-Facing4 1,330 ft2 465 ft2 35.0% Total 5,111 ft2 1,180 ft2 23.1% Roof 5,803 ft2 0 ft2 00.0% Notes: 1North-Facing is oriented to within 45 degrees of true north, including 45°00'00" east of north (NE), but excluding 45°00'00" west of north (NW). 2East-Facing is oriented to within 45 degrees of true east, including 45°00'00" south of east (SE), but excluding 45°00'00" north of east (NE). 3South-Facing is oriented to within 45 degrees of true south, including 45°00'00" west of south (SW), but excluding 45°00'00" east of south (SE). 4West-Facing is oriented to within 45 degrees of true west, including 45°00'00" north of due west (NW), but excluding 45°00'00" south of west (SW). Project Name:Arcadia Building NRCC-PRF-01-E Page 5 of 12 Project Address: 802-806 1st Avenue Arcadia 91006 Calculation Date/Time: 16:19, Mon, Aug 08, 2022 Input File Name: 22579_Arcadia.cibd19x CA Building Energy Efficiency Standards- 2019 Nonresidential Compliance Report Version: NRCC-PRF-01-E-12092021-6844 Report Generated at: 2022-08-08 16:20:14 G3. OPAQUE SURFACE ASSEMBLY SUMMARY 1 2 3 4 5 6 7 8 9 10 Surface Name Surface Type Area (ft2)Framing Type Cavity R-Value Continuous R-Value Units Value Description of Assembly Layers St a t u s 1 Slab On Grade6 UndergroundFloor 5803 NA 0 NA F-Factor 0.73 Slab Type = UnheatedSlabOnGrade Insulation Orientation = None Insulation R-Value = R0 E R-30 Built-up Roof8 Roof 5803 Wood 30 NA U-Factor 0.034 Built-up roofing - 3/8 in. Vapor permeable felt - 1/8 in. Plywood - 1/2 in. Air - Cavity - Wall Roof Ceiling - 4 in. or more Wood framed roof, 16in. OC, 11.25in., R-30 Gypsum Board - 1/2 in. A Masonry Wall W R-1510 ExteriorWall 5111 Wood 15 NA U-Factor 0.088 Concrete - Solid Grout - 115 lb/ft3 - 12 in. Wood framed wall, 16in. OC, 3.5in., R-15 E 1Status: N - New, A – Altered, E – Existing G4. OPAQUE DOOR SUMMARY 1 2 3 Assembly Name Overall U-factor Status1 Hollow Metal Door18 0.700 E Project Name:Arcadia Building NRCC-PRF-01-E Page 6 of 12 Project Address: 802-806 1st Avenue Arcadia 91006 Calculation Date/Time: 16:19, Mon, Aug 08, 2022 Input File Name: 22579_Arcadia.cibd19x CA Building Energy Efficiency Standards- 2019 Nonresidential Compliance Report Version: NRCC-PRF-01-E-12092021-6844 Report Generated at: 2022-08-08 16:20:14 G5. FENESTRATION ASSEMBLY SUMMARY 1 2 3 4 5 6 7 8 9 Fenestration Assembly Name / Tag or I.D. Fenestration Type / Product Type / Frame Type Certification Method1 Assembly Method Area ft2 Overall U-factor Overall SHGC Overall VT St a t u s 2 Dual glazing Low-E VerticalFenestration FixedWindow N/A NFRC Rated Manufactured 1180 0.36 0.25 0.50 N 1Newly installed fenestration shall have a certified NFRC Label Certificate or use the CEC default tables found in Table 110.6-A and Table 110.6-B. Center of Glass (COG) values are for the glass-only, determined by the manufacturer, and are shown for ease of verification. Site-built fenestration values are calculated per Nonresidential Appendix NA6 and are used in the analysis. 2Status: N - New, A – Altered, E – Existing H1. DRY SYSTEM EQUIPMENT (furnaces, air handling units, heat pumps, VRF, economizers etc.) 1 2 3 4 5 6 7 8 9 10 11 12 Equipment Name Equipment Type Qty Heating Cooling Economizer Type (if present) St a t u s 1 Total Heating Output (kBtu/h) Supp Heat Output (kBtuh) Efficiency Unit Efficiency Total Cooling Output (kBtu/h) Efficiency Unit Efficiency HP-1 SZHP (Packaged3Phase) 1 54 0 HSPF 8.00 55 SEER/EER 14.00/12.00 NoEconomizer N HP-2 SZHP (Packaged3Phase) 1 46 0 HSPF 8.00 46 SEER/EER 14.00/12.00 NoEconomizer N HP-3 SZHP (Packaged3Phase) 1 37 0 HSPF 8.00 34 SEER/EER 14.00/12.00 DifferentialEnthalpy N HP-4 SZHP (Packaged3Phase) 1 46 0 HSPF 8.00 46 SEER/EER 14.00/12.00 NoEconomizer N HP-5 SZHP (Packaged3Phase) 1 37 0 HSPF 8.00 34 SEER/EER 14.00/12.00 DifferentialEnthalpy N 1Status: N - New, A – Altered, E – Existing H2. FAN SYSTEMS SUMMARY 1 2 3 4 5 6 7 8 9 10 11 12 13 14 Name or Item Tag Qty Design OA Supply Fan Return Fan St a t u s 1CFM CFM Modeling Method Power Power Units Control CFM Modeling Method Power Power Units Control HP-1 1 297 2000 BrakeHorsePower 1.000 bhp ConstantVolume NA NA NA NA NA N HP-2 1 235 1600 BrakeHorsePower 1.000 bhp ConstantVolume NA NA NA NA NA N Project Name:Arcadia Building NRCC-PRF-01-E Page 7 of 12 Project Address: 802-806 1st Avenue Arcadia 91006 Calculation Date/Time: 16:19, Mon, Aug 08, 2022 Input File Name: 22579_Arcadia.cibd19x CA Building Energy Efficiency Standards- 2019 Nonresidential Compliance Report Version: NRCC-PRF-01-E-12092021-6844 Report Generated at: 2022-08-08 16:20:14 H2. FAN SYSTEMS SUMMARY 1 2 3 4 5 6 7 8 9 10 11 12 13 14 Name or Item Tag Qty Design OA Supply Fan Return Fan St a t u s 1CFM CFM Modeling Method Power Power Units Control CFM Modeling Method Power Power Units Control HP-3 1 162 1200 BrakeHorsePower 0.750 bhp ConstantVolume NA NA NA NA NA N HP-4 1 92 1600 BrakeHorsePower 1.000 bhp ConstantVolume NA NA NA NA NA N HP-5 1 84 1200 BrakeHorsePower 0.750 bhp ConstantVolume NA NA NA NA NA N 1Status: N - New, A – Altered, E – Existing H3. EXHAUST FAN SUMMARY This Section Does Not Apply H4. Wet System Equipment(boilers,chillers,cooling towers,etc.) This Section Does Not Apply H5. PUMPS This Section Does Not Apply H6. SYSTEM SPECIAL FEATURES 1 2 3 4 System Name Equipment Type Window Interlocks per §140.4(n)Other Special Features and Controls HP-3 SZHP NA Differential Enthalpy Economizer HP-5 SZHP NA Differential Enthalpy Economizer Notes: This table includes controls related to the performance path only. For projects using the prescriptive path, mandatory and prescriptive controls requirements are documented on the NRCC-MCH-E. Project Name:Arcadia Building NRCC-PRF-01-E Page 8 of 12 Project Address: 802-806 1st Avenue Arcadia 91006 Calculation Date/Time: 16:19, Mon, Aug 08, 2022 Input File Name: 22579_Arcadia.cibd19x CA Building Energy Efficiency Standards- 2019 Nonresidential Compliance Report Version: NRCC-PRF-01-E-12092021-6844 Report Generated at: 2022-08-08 16:20:14 H7. NONRESIDENTIAL VENTILATION 1 2 3 4 5 6 7 Zone Name Mechanical Ventilation DCV or Occupant Sensor Controls, or BothVentilation Function # of people Supply OA Exhaust Conditioned Area (sf)CFM CFM 1-Open Office South office Office - Office space 9.90 297 0 1980 NA 2-North Offices Office - Office space 7.82 235 0 1564 NA 3-Corridor/Restroom General - Corridors Office - Office space 5.41 162 0 1082 NA 4-Conference Office - Office space 3.07 92 0 614 NA 5-Conference Office - Office space 2.81 84 0 563 NA H8. HIGH-RISE RESIDENTIAL DWELLING UNIT AND HOTEL/MOTEL VENTILATION This Section Does Not Apply H9. ZONAL SYSTEM AND TERMINAL UNIT SUMMARY 1 2 3 4 5 6 7 8 9 10 11 12 13 System ID Zone Name System Type Qty Rated Capacity (kBtuh)Airflow (cfm)Fan Heating Cooling Design Min. Min. Ratio Power Power Units Cycles VSD 1-Open Office South office-Trm 1-Open Office South office Uncontrolled 1 NA NA 2000 NA 0.00 1.000 bhp NA 2-North Offices-Trm 2-North Offices Uncontrolled 1 NA NA 1600 NA 0.00 1.000 bhp NA 3-Corridor/Restroom- Trm 3-Corridor/Restroom Uncontrolled 1 NA NA 1200 NA 0.00 0.750 bhp NA 4-Conference-Trm 4-Conference Uncontrolled 1 NA NA 1600 NA 0.00 1.000 bhp NA 5-Conference-Trm 5-Conference Uncontrolled 1 NA NA 1200 NA 0.00 0.750 bhp NA H10. EVAPORATIVE COOLER SUMMARY This Section Does Not Apply Project Name:Arcadia Building NRCC-PRF-01-E Page 9 of 12 Project Address: 802-806 1st Avenue Arcadia 91006 Calculation Date/Time: 16:19, Mon, Aug 08, 2022 Input File Name: 22579_Arcadia.cibd19x CA Building Energy Efficiency Standards- 2019 Nonresidential Compliance Report Version: NRCC-PRF-01-E-12092021-6844 Report Generated at: 2022-08-08 16:20:14 H11. HEAT RECOVERY SUMMARY This Section Does Not Apply Project Name:Arcadia Building NRCC-PRF-01-E Page 10 of 12 Project Address: 802-806 1st Avenue Arcadia 91006 Calculation Date/Time: 16:19, Mon, Aug 08, 2022 Input File Name: 22579_Arcadia.cibd19x CA Building Energy Efficiency Standards- 2019 Nonresidential Compliance Report Version: NRCC-PRF-01-E-12092021-6844 Report Generated at: 2022-08-08 16:20:14 L. DECLARATION OF REQUIRED CERTIFICATES OF INSTALLATION Table Instructions: Selections shall be made by Documentation Author to indicate which Certificates of Installation must be submitted for the features to be recognized for compliance. These documents bust be retained and provided to the building inspector during construction and can be found online at: https://www.energy.ca.gov/title24/2019standards/2019_compliance_documents/Nonresidential_Documents/NRCI/ Building Component Form/Title Envelope NRCI-ENV-01-E - Must be submitted for all buildings Mechanical NRCI-MCH-01-E - Must be submitted for all buildings Project Name:Arcadia Building NRCC-PRF-01-E Page 11 of 12 Project Address: 802-806 1st Avenue Arcadia 91006 Calculation Date/Time: 16:19, Mon, Aug 08, 2022 Input File Name: 22579_Arcadia.cibd19x CA Building Energy Efficiency Standards- 2019 Nonresidential Compliance Report Version: NRCC-PRF-01-E-12092021-6844 Report Generated at: 2022-08-08 16:20:14 M. DECLARATION OF REQUIRED CERTIFICATES OF ACCEPTANCE Table Instructions: Selections shall be made by Documentation Author to indicate which Certificates of Acceptance must be submitted for the features to be recognized for compliance. These documents must be provided to the building inspector during construction and must be completed through an Acceptance Test Technician Certification Provider (ATTCP). For more information visit:https://www.energy.ca.gov/title24/2019standards/2019_compliance_documents/Nonresidential_Documents/NRCA/ Building Component Form/Title Envelope NRCA-ENV-02-F - NRFC label verification for fenestration Mechanical NRCA-MCH-02-A Outdoor Air must be submitted for all newly installed HVAC units. Note: MCH02-A can be performed in conjunction with MCH-07-A Supply Fan VFD Acceptance (if applicable) since testing activities overlap NRCA-MCH-03-A Constant Volume Single Zone HVAC NRCA-MCH-05-A Air Economizer Controls NRCA-MCH-13-A Automatic FDD for Air Handling Units and Zone Terminal Units Acceptance Project Name:Arcadia Building NRCC-PRF-01-E Page 12 of 12 Project Address: 802-806 1st Avenue Arcadia 91006 Calculation Date/Time: 16:19, Mon, Aug 08, 2022 Input File Name: 22579_Arcadia.cibd19x CA Building Energy Efficiency Standards- 2019 Nonresidential Compliance Report Version: NRCC-PRF-01-E-12092021-6844 Report Generated at: 2022-08-08 16:20:14 DOCUMENTATION AUTHOR'S DECLARATION STATEMENT I certify that this Certificate of Compliance documentation is accurate and complete. Documentation Author Name: Shawn Farzan Signature:Company: SF Engineering Address: 10586 W. Pico Blvd., Suite 155 Signature Date: 2022-08-08 City/State/Zip: Los Angeles CA 90064 CEA/ HERS Certification Identification (if applicable): M-24912 Phone: 310-386-2400 RESPONSIBLE PERSON'S DECLARATION STATEMENT I certify the following under penalty of perjury, under the laws of the State of California: 1. The information provided on this Certificate of Compliance is true and correct. 2. I am eligible under Division 3 of the Business and Professions Code to accept responsibility for the building design or system design identified on this Certificate of Compliance (responsible designer) 3. The energy features and performance specifications, materials, components, and manufactured devices for the building design or system design identified on this Certificate of Compliance conform to the requirements of Title 24, Part 1 and Part 6 of the California Code of Regulations. 4. The building design features or system design features identified on this Certificate of Compliance are consistent with the information provided on other applicable compliance documents, worksheets, calculations, plans and specifications submitted to the enforcement agency for approval with this building permit application. 5. I will ensure that a completed signed copy of this Certificate of Compliance shall be made available with the building permit(s) issued for the building, and made available to the enforcement agency for all applicable inspections. I understand that a completed signed copy of this Certificate of Compliance is required to be included with the documentation the builder provides to the building owner at occupancy. Responsible Envelope Designer Name:Signature: Company: NEO & Associates Address: 2115 Huntington Drive Date Signed: City/State/Zip: San Morino CA 91108 Phone: 626-590-1818 Title:License #: Responsible Lighting Designer Name: Signature: NOT IN SCOPECompany: Address:Date Signed: City/State/Zip: Phone:Title:License #: Responsible Mechanical Designer Name: Shahram Farzan Signature:Company: SF Engineering Address: 10586 W. Pico Blvd, Suite 155 Date Signed: City/State/Zip: Los Angeles CA 90064 Phone: (310) 386-2400 Title:License #: M-24912 HVAC SYSTEM HEATING AND COOLING LOADS SUMMARY Project Name Date System Name Floor Area ENGINEERING CHECKS SYSTEM LOAD Number of Systems COIL COOLING PEAK COIL HTG. PEAK Heating System CFM Sensible Latent CFM Sensible Output per System Total Room Loads Total Output (Btuh) Return Vented Lighting Output (Btuh/sqft) Return Air Ducts Cooling System Return Fan Output per System Ventilation Total Output (Btuh) Supply Fan Total Output (Tons) Supply Air Ducts Total Output (Btuh/sqft) Total Output (sqft/Ton) TOTAL SYSTEM LOAD Air System CFM per System HVAC EQUIPMENT SELECTION Airflow (cfm) Airflow (cfm/sqft) Airflow (cfm/Ton) Outside Air (%) Total Adjusted System Output Outside Air (cfm/sqft) (Adjusted for Peak Design conditions) Note: values above given at ARI conditions TIME OF SYSTEM PEAK HEATING SYSTEM PSYCHROMETRICS (Airstream Temperatures at Time of Heating Peak) COOLING SYSTEM PSYCHROMETRICS (Airstream Temperatures at Time of Cooling Peak) 8/8/2022 HP-1 1,980 1 51,500 51,500 26.0 57,500 57,500 4.8 29.0 413.2 2,000 2,000 1.01 417.4 14.9% 0.15 1,437 28,731 0 0 6,437 3,035 0 557 11,135 12,210 -3,035 1,241297 557 297 1,437 9,46946,117 5,20141,076 46,117 36,646 9,469 36,646 York XN060 Jul 2 PM Jan 1 AM 1,701 3,960 845 31 ºF Outside Air 297 cfm 64 ºF 65 ºF 83 ºF 82 ºF 2,000 cfm Supply Fan 70 ºF 70 ºF 95 / 71 ºF 78 / 64 ºF 79 / 65 ºF 57 / 56 ºF 58 / 57 ºF 74 / 63 ºF75 / 63 ºF 297 cfm Outside Air 54.6% Heating Coil 21,424 2,000 cfm Supply Fan Cooling Coil HVAC SYSTEM HEATING AND COOLING LOADS SUMMARY Project Name Date System Name Floor Area ENGINEERING CHECKS SYSTEM LOAD Number of Systems COIL COOLING PEAK COIL HTG. PEAK Heating System CFM Sensible Latent CFM Sensible Output per System Total Room Loads Total Output (Btuh) Return Vented Lighting Output (Btuh/sqft) Return Air Ducts Cooling System Return Fan Output per System Ventilation Total Output (Btuh) Supply Fan Total Output (Tons) Supply Air Ducts Total Output (Btuh/sqft) Total Output (sqft/Ton) TOTAL SYSTEM LOAD Air System CFM per System HVAC EQUIPMENT SELECTION Airflow (cfm) Airflow (cfm/sqft) Airflow (cfm/Ton) Outside Air (%) Total Adjusted System Output Outside Air (cfm/sqft) (Adjusted for Peak Design conditions) Note: values above given at ARI conditions TIME OF SYSTEM PEAK HEATING SYSTEM PSYCHROMETRICS (Airstream Temperatures at Time of Heating Peak) COOLING SYSTEM PSYCHROMETRICS (Airstream Temperatures at Time of Cooling Peak) 8/8/2022 HP-2 1,564 1 44,600 44,600 28.5 47,600 47,600 4.0 30.4 394.3 1,600 1,600 1.02 403.4 14.7% 0.15 1,240 24,808 0 0 5,296 3,035 0 505 10,110 9,636 -3,035 1,290235 505 235 1,240 6,76638,901 4,41835,618 38,901 31,736 6,766 31,736 York XN048 Jul 3 PM Jan 1 AM 1,413 3,128 671 31 ºF Outside Air 235 cfm 64 ºF 66 ºF 85 ºF 84 ºF 1,600 cfm Supply Fan 70 ºF 70 ºF 96 / 71 ºF 78 / 64 ºF 80 / 65 ºF 57 / 56 ºF 57 / 56 ºF 74 / 62 ºF75 / 63 ºF 235 cfm Outside Air 53.0% Heating Coil 17,722 1,600 cfm Supply Fan Cooling Coil HVAC SYSTEM HEATING AND COOLING LOADS SUMMARY Project Name Date System Name Floor Area ENGINEERING CHECKS SYSTEM LOAD Number of Systems COIL COOLING PEAK COIL HTG. PEAK Heating System CFM Sensible Latent CFM Sensible Output per System Total Room Loads Total Output (Btuh) Return Vented Lighting Output (Btuh/sqft) Return Air Ducts Cooling System Return Fan Output per System Ventilation Total Output (Btuh) Supply Fan Total Output (Tons) Supply Air Ducts Total Output (Btuh/sqft) Total Output (sqft/Ton) TOTAL SYSTEM LOAD Air System CFM per System HVAC EQUIPMENT SELECTION Airflow (cfm) Airflow (cfm/sqft) Airflow (cfm/Ton) Outside Air (%) Total Adjusted System Output Outside Air (cfm/sqft) (Adjusted for Peak Design conditions) Note: values above given at ARI conditions TIME OF SYSTEM PEAK HEATING SYSTEM PSYCHROMETRICS (Airstream Temperatures at Time of Heating Peak) COOLING SYSTEM PSYCHROMETRICS (Airstream Temperatures at Time of Cooling Peak) 8/8/2022 HP-3 1,082 1 35,500 35,500 32.8 35,000 35,000 2.9 32.3 371.0 1,200 1,200 1.11 411.4 10.9% 0.12 617 12,347 0 0 2,872 2,302 0 682 13,636 5,358 -2,302 906131 682 131 617 4,16929,141 3,58518,756 29,141 25,261 4,169 25,261 York XN036 Jul 2 PM Jan 1 AM 652 2,679 785 31 ºF Outside Air 131 cfm 65 ºF 67 ºF 87 ºF 86 ºF 1,200 cfm Supply Fan 69 ºF 70 ºF 95 / 71 ºF 77 / 63 ºF 79 / 64 ºF 56 / 55 ºF 56 / 55 ºF 74 / 62 ºF74 / 62 ºF 131 cfm Outside Air 51.5% Heating Coil 18,055 1,200 cfm Supply Fan Cooling Coil HVAC SYSTEM HEATING AND COOLING LOADS SUMMARY Project Name Date System Name Floor Area ENGINEERING CHECKS SYSTEM LOAD Number of Systems COIL COOLING PEAK COIL HTG. PEAK Heating System CFM Sensible Latent CFM Sensible Output per System Total Room Loads Total Output (Btuh) Return Vented Lighting Output (Btuh/sqft) Return Air Ducts Cooling System Return Fan Output per System Ventilation Total Output (Btuh) Supply Fan Total Output (Tons) Supply Air Ducts Total Output (Btuh/sqft) Total Output (sqft/Ton) TOTAL SYSTEM LOAD Air System CFM per System HVAC EQUIPMENT SELECTION Airflow (cfm) Airflow (cfm/sqft) Airflow (cfm/Ton) Outside Air (%) Total Adjusted System Output Outside Air (cfm/sqft) (Adjusted for Peak Design conditions) Note: values above given at ARI conditions TIME OF SYSTEM PEAK HEATING SYSTEM PSYCHROMETRICS (Airstream Temperatures at Time of Heating Peak) COOLING SYSTEM PSYCHROMETRICS (Airstream Temperatures at Time of Cooling Peak) 8/8/2022 HP-4 614 1 44,600 44,600 72.6 47,600 47,600 4.0 77.5 154.8 1,600 1,600 2.61 403.4 12.5% 0.33 1,354 27,082 0 0 4,322 3,035 0 739 14,789 8,210 -3,035 591201 739 201 1,354 8,82537,405 6,36637,147 37,405 31,736 8,825 31,736 York XN048 Jul 4 PM Jan 1 AM 1,585 5,775 943 31 ºF Outside Air 201 cfm 65 ºF 67 ºF 85 ºF 85 ºF 1,600 cfm Supply Fan 70 ºF 70 ºF 95 / 71 ºF 77 / 65 ºF 79 / 65 ºF 57 / 56 ºF 58 / 56 ºF 74 / 63 ºF75 / 64 ºF 201 cfm Outside Air 56.0% Heating Coil 21,444 1,600 cfm Supply Fan Cooling Coil HVAC SYSTEM HEATING AND COOLING LOADS SUMMARY Project Name Date System Name Floor Area ENGINEERING CHECKS SYSTEM LOAD Number of Systems COIL COOLING PEAK COIL HTG. PEAK Heating System CFM Sensible Latent CFM Sensible Output per System Total Room Loads Total Output (Btuh) Return Vented Lighting Output (Btuh/sqft) Return Air Ducts Cooling System Return Fan Output per System Ventilation Total Output (Btuh) Supply Fan Total Output (Tons) Supply Air Ducts Total Output (Btuh/sqft) Total Output (sqft/Ton) TOTAL SYSTEM LOAD Air System CFM per System HVAC EQUIPMENT SELECTION Airflow (cfm) Airflow (cfm/sqft) Airflow (cfm/Ton) Outside Air (%) Total Adjusted System Output Outside Air (cfm/sqft) (Adjusted for Peak Design conditions) Note: values above given at ARI conditions TIME OF SYSTEM PEAK HEATING SYSTEM PSYCHROMETRICS (Airstream Temperatures at Time of Heating Peak) COOLING SYSTEM PSYCHROMETRICS (Airstream Temperatures at Time of Cooling Peak) 8/8/2022 HP-5 563 1 35,500 35,500 63.1 35,000 35,000 2.9 62.2 193.0 1,200 1,200 2.13 411.4 15.4% 0.33 941 18,826 0 0 3,988 2,302 0 496 9,922 7,562 -2,302 194185 496 185 941 6,36328,001 5,51526,999 28,001 25,261 6,363 25,261 York XN036 Jul 4 PM Jan 1 AM 1,139 5,321 626 31 ºF Outside Air 185 cfm 64 ºF 65 ºF 85 ºF 85 ºF 1,200 cfm Supply Fan 70 ºF 70 ºF 95 / 71 ºF 78 / 65 ºF 80 / 66 ºF 58 / 57 ºF 58 / 57 ºF 74 / 64 ºF75 / 64 ºF 185 cfm Outside Air 58.1% Heating Coil 16,174 1,200 cfm Supply Fan Cooling Coil NEO & Associates 802-806 First Ave Remodel Submission Cover Letter 08/26/2022 Project Information APN: 5779-016-030 Planning ADR #: 22-03 Valuation: $497,840 (6,223 SF x $80/sf) Project Description: This project consists of a 6,233 SF renovation of a one story commercial building. Project Directory Owner Tom and Hannah Wu E: twu076@gmail.com / hannah@hbuilaw.com Architect NEO & Associates Edward Osuch - Lead Architect Nicholas Voell-White - Architect E: eddieo@neo-inc.com / nickvw@neo-inc.com Structural M.S. Consulting Engineering Mike Z. Song - Lead Structural Engineer E: mspese@gmail.com Mechanical & Plumbing SF Engineering Shawn Farzan - Lead Mechanical Engineer E: spfarzan@yahoo.com Electrical Abrari & Associates Henry Abrari - Lead Electrical Engineer Dave Macalalad - Electrical Engineer E: mail@abrari.com PAGE: 1 Commercial Office REMODEL M.S. Consulting Engineering 12631 Imperial HWY Suite F-230, Santa Fe Springs, CA 90670 Tel: (562) 863-9999 STRUCTURAL CALCULATIONS FOR: 802 S. 1ST STREET Arcadia, California 91006 SUBMITTED TO: City of Arcadia, California February 8, 2023 Page 1 of 17 Lateral Analysis Only - PC4 Comments Digitally signed by Michael Song DN: cn=Michael Song, o=MSCE, ou, email=mspese@gmail.c om, c=US Reason: I have reviewed this document Date: 2023.02.09 19:03:47 -08'00' PROJECT :SHEET : G1 CLIENT :DESIGN BY OA JOB NO. :22031 DATE :2/8/2023 CHKD. BY G1 LoadcalculationsareasperASCE7Ͳ16U.N.O DESIGN LOADS: ReductionFactors Roof: SHINGLE Slope:4.0 : 12 1.000 1.000 Per CBC Section 1607.11 20.0 Weights:4psf 2.2 psf 2.7 psf 2.8 psf 2.3 psf 14.0 psf 34.0 psf Project Information: MS, S.E. OA, E.I.T.Date: Date: Date: Date: Date: Date: Revisions: Sheets:Date: Initials: Sheets:Date: Initials: Sheets:Date: Initials: Sheets:Date: Initials: Sheets:Date: Initials: Sheets:Date: Initials: The structural calculations are performed per the 2019 California Building Code. All references to the "Code" refer to the 2020 LACBC/ 2019 California Building Code U.N.O. 1-Story MS Consulting Engineering 12631 Imperial Hwy F-230 Santa Fe Springs CA 90670 802S.1STSTREET General Notes for Structural Calculations '1 '2 R1 x R2 Roofing Material Sheathing Roof Framing Drywall Miscellaneous Dead Load = Live Load= Total Roof Load= '3 Project Engineer: Calculations by: Associate Check: Back Check: Plan Check: Roof Truss Review: Post-Tension Review: '4 '5 '6 Page 2 of 17 PROJECT :SHEET : G2 CLIENT :DESIGN BY OA JOB NO. :22031 DATE :2/8/2023 CHKD. BY Shear Wall Schedule Per 2019 CBC Table 2306.3 S.W. Type Seismic plf (ASD)Wind plf 5/8" Diameter Anchor Bolts 200 307 10" long at 48" o/c 350 532 10" long at 40" o/c 490 685 10" long at 24" o/c 640 895 10" long at 24" o/c 870 1217 10" long at 16" o/c Notes: A. B. C. D. E. F. Max. Spacing Roof 24" o.c. Floor 16" o.c. Floor 20" o.c. Floor 24" o.c. Notes: A. B. C. D. SDS@ 4" o.c. 1 row-16d@ 4" o.c. 2 rows-16d @ 6" o.c. MS Consulting Engineering 12631 Imperial Hwy F-230 Santa Fe Springs CA 90670 802S.1STSTREET Where panels are applied to both faces of wall and nail spacing is less than 6" o.c., panel joints shall be offset to fall on different framing members or framing shall be 3x or wider and nails staggered on each side. For shear wall Type 1, provide a single 3x minimum member for foundation sill plates. For shear wall Types 3, 2, and 1, provide minimum 3x posts or blocking at adjoining panel edges. Stagger nails at 2" o.c. Edge Nailing. Provide 3" x 3" x .229" steel plate washers at each Shear Wall anchor bolt. Nails for Sole Plate Nailing (S.P.N.) to be 16d sinker nails (3-1/4" x .148" dia.) or longer. Lateral Shear: 2020 LACBC / 2019 California Building Code Description 3/8" Wood Structural Panel with 8d nails at 6" o.c. at edges and 12" o.c. at field. 15/32" Wood Structural Panel with 8d nails at 4" o.c. at edges and 12" o.c. at field. 15/32" Wood Structural Panel with 8d nails at 3" o.c. at edges and 12" o.c. at field. 15/32" Wood Structural Panel with 8d nails at 2" o.c. at edges and 12" o.c. at field. 15/32" Struct 1 Wood Structural Panel w/ 10d nails at 2" o.c. at edges and 12" o.c. at field. 6 4 3 2 1 Upper FLR PL Attach Wood structural panel shall meet the requirements of CBC Section 2304 & DOC PS1 or PS2. These values are for Douglas Fir- Larch with a stud spacing of 16" o.c. Other lumber species or spacing may differ in shear capacities. All Panel edges to be backed with 2x or wider framing member. 1 row 1/4"x4 1/2" SDS@ 3" o.c. 1 row 1/4"x4 1/2" SDS@ 6" o.c. 1 row 1/4"x4 1/2" All Floor sheathing shall be glued to framing. For floor sheathing, panel edges shall have approved T&G joints or shall be supported with blocking. Not required when light weight concrete is placed over subfloor. Horizontal: Roof and Floor Sheathing Description 15/32" Wood Structural Panel, PII 24/0, with 8d nails at 6" o.c. at edges and boundaries, and 12" o.c. at field. 23/32" Wood Structural Panel T&G sheathing, PII 32/16, with 10d nails at 6" o.c. at edges and boundaries, and 10" o.c. at field. 23/32" Wood Structural Panel T&G sheathing, PII 40/20, with 10d nails at 6" o.c. at edges and boundaries, and 10" o.c. at field. 23/32" Wood Structural Panel T&G sheathing, PII 48/24, with 10d nails at 6" o.c. at edges and boundaries, and 10" o.c. at field. All roof and floor sheathing to be Exposure I or Exterior. Refer to CBC Tables 2304.7(1), 2304.7(2), 2304.7(3), 2304.7(4) and 2304.7(5). Note, 7/16" sheathing is not structurally acceptable for roof sheathing. For floor sheathing, wood structural panel shall be underlayerment grade. Page 3 of 17 PROJECT :SHEET : G3 CLIENT :DESIGN BY OA JOB NO. :22031 DATE :2/8/2023 CHKD. BY 1. 2. 3. 4. 5. 6. 7. 8. 9. 10. 11. 12. 13. Plates and blocking STD & BTR Studs to 10’-0” in height STD & BTR Studs over 10’-0” in height No. 2 2x rafter, joists No. 2 4x6 through 4x12 beams, headers and posts No. 2 4x14 beams, headers and posts No. 1 4x4 posts, headers STD & BTR Posts and timbers (6x and larger)No. 1 Beams and stringers (6x and larger)No. 1 Glu-Lams:Simply Supported 24F-V4 DF/DF Cantilevered 24F-V8 DF/DF Continuous over supports 24F-V8 DF/DF 14. 15. 16. 17. 18. 19. 20. 21. 22. General Specifications: 2019 California Building Code MS Consulting Engineering 12631 Imperial Hwy F-230 Santa Fe Springs CA 90670 802S.1STSTREET Live loads may be reduced, where applicable, in accordance with CBC Section 1607 All hardware is to be USP Lumber Connectors or Simpson Strong-TieTM or approved equal. Install per manufacturer’s specifications. All interior non-shear walls to be secured with shot pins per manufacturer’s recommendations. Calculations govern in all cases. Recommend Ramset/Redhead 1516SD’s at 24” o.c., U.N.O. All conventional framed portions of the structure are to be constructed per Section 2308 of the California Building Code. All nailing is to be per Table 2304.9.1 of the California Building Code, U.N.O. To help insure the use of the proper nail "Trackers; the color coded fastener system" should be used. All beams to be supported with full bearing unless noted otherwise. All isolated posts and beams to have Simpson PB’s, PC’s and/or BC’s minimum, U.N.O. f’c = 2500 psi Continuous footings f’c = 2500 psi All Glu-Lam beams shall have a standard camber based on a radius = 1600 ft. U.N.O. Lumber Grades: All lumber to be West Coast Douglat Fir-Larch with maximum 19% moisture content., excluding engineered lumber. Drypack shall be composed of one part Portland Cement to not more than three parts sand. Concrete strength: All bearing walls on wood floors are to be supported with double joists, U.N.O. Provided 4x or 2-2x members under shear walls on floor joists. All foundation holdowns to be fastened to 4x4 post, minimum. All reinforcing shall be A.S.T.M. A-615-60 for #5 bars and larger. Welded wire fabric shall be A.S.T.M. A-185, lap 1-1/2 spaces, 9” min. Splicing of reinforcing steel shall have a lapping of 40 bar dia. or 2’-0” in all continuous concrete reinforcement. 30 bar dia. for compression steel. Masonry reinforcement shall have a lapping of 40 bar dia. or 2’-0”. All exterior walls & interior shear walls are to be secured with 1/2” diameter x 14” long anchor bolts at 72” o.c., U.N.O. Pad footings f’c = 2500 psi Special inspection not required as design based on f’c > 2500 psi. All concrete shall reach minimum compressive strength at 28 days. All reinforcing shall be A.S.T.M. A-615-40 for #4 bars and smaller. All structural concrete f’c = 2500 psi All slab-on-grade Page 4 of 17 PROJECT :SHEET : G4 CLIENT :DESIGN BY OA JOB NO. :22031 DATE :2/8/2023 CHKD. BY 23. 24. 3" 2" 2" 25. 26. 27. 28. 29. 30. 31. 32. 33. 34. 35. Slab-on-Grade Middle of Slab. All reinforcing bars shall be accurately and securely placed before pouring concrete, or grouting masonry. Engineered Wood Beams, “EWB,” include engineered lumber by Trus Joist, Louisiana Pacific, Boise Cascade, or Willamette Industries. All lumber noted as “EWB” must have the design values noted below. All welding shall be performed by certified welders, using the Electric Shielded Arc Process at licensed shops or otherwise approved by the Building Department. Continuous inspection required for all field welding. All steel exposed to weather shall be hot-dip galvanized after fabrication, or other approved weather proofing method. Where finish is attached to structural steel, provide ½” dia. bolt holes at 4’-0” o.c. for attachment of nailer. ½” dia. x 3” CPL Nelson studs may replace bolts. See architectural drawings for finishes. Concrete masonry units shall conform to ASTM C-90, Grade N. All C.M.U. shall be lightweight with maximum linear shrinkage of 0.06%. All vertical reinforcing in masonry walls not retaining earth shall be located in the center of the wall, U.N.O. Columns and beams to main bars Fabrication and erection of structural steel shall be in accordance with “Specifications for the Design, Fabrication and erection of Structural Steel Buildings,” AISC current edition. Steel to conform to ASTM A36. Round pipe columns shall conform to ASTM A53, Grade B. Square or Rectangular steel tubes shall conform to ASTM A500, Grade B. All cells with steel are to be solid grouted. Retaining walls are to be solid grouted. Concrete protection for reinforcement shall be at least equal to the diameter of the bars. Cover shall be as follows, U.N.O.: Poured against earth Poured against form below grade MS Consulting Engineering 12631 Imperial Hwy F-230 Santa Fe Springs CA 90670 802S.1STSTREET General Specifications: (Continued) Page 5 of 17 6/21/22, 3:32 PM U.S. Seismic Design Maps https://seismicmaps.org 1/2 802 S 1st Ave, Arcadia, CA 91006, USA Latitude, Longitude: 34.1311663, -118.0278946 Date 6/21/2022, 3:02:57 PM Design Code Reference Document ASCE7-16 Risk Category II Site Class D - Default (See Section 11.4.3) Type Value Description SS 1.927 MCER ground motion. (for 0.2 second period) S1 0.672 MCER ground motion. (for 1.0s period) SMS 2.312 Site-modified spectral acceleration value SM1 null -See Section 11.4.8 Site-modified spectral acceleration value SDS 1.542 Numeric seismic design value at 0.2 second SA SD1 null -See Section 11.4.8 Numeric seismic design value at 1.0 second SA Type Value Description SDC null -See Section 11.4.8 Seismic design category Fa 1.2 Site amplification factor at 0.2 second Fv null -See Section 11.4.8 Site amplification factor at 1.0 second PGA 0.835 MCEG peak ground acceleration FPGA 1.2 Site amplification factor at PGA PGAM 1.002 Site modified peak ground acceleration TL 8 Long-period transition period in seconds SsRT 1.927 Probabilistic risk-targeted ground motion. (0.2 second) SsUH 2.156 Factored uniform-hazard (2% probability of exceedance in 50 years) spectral acceleration SsD 2.068 Factored deterministic acceleration value. (0.2 second) S1RT 0.716 Probabilistic risk-targeted ground motion. (1.0 second) S1UH 0.801 Factored uniform-hazard (2% probability of exceedance in 50 years) spectral acceleration. S1D 0.672 Factored deterministic acceleration value. (1.0 second) PGAd 0.835 Factored deterministic acceleration value. (Peak Ground Acceleration) CRS 0.894 Mapped value of the risk coefficient at short periods CR1 0.893 Mapped value of the risk coefficient at a period of 1 s Page 6 of 17 PROJECT:SHEET : L1 CLIENT :DESIGN BY OA JOB NO. :22031 DATE :2/8/2023 CHKD. BY L1 INPUT PARAMETERS: Occupancy Category=II 1-Story Seismic Weights D DL Walls Other Building Roof Height hn =16 ft Roof:14 18 Importance factor Ie =1 Mapped spectral response (Per USGS)Ss =1.927 g Fa=1.2 Fv =1.7 S1 =0.672 g Design spectral response (Per USGS)SDS =1.542 g SD1 =0.762 g Bldg. Period coefficient (ASCE Tbl. 12.8.2)Ct =0.02 Response reduction factor (ASCE Tbl. 12.2.1)R =6.5 SDCS =D (Table 1613.5.6(1))SDC1 =D (Table 1613.5.6(2)) Seismic Design Category = D x =0.75 , (ASCE Tbl. 12.8-2) 0.160 (ASCE 12.8.2.1) TL=8 (ASCE11.4.6) SeismicResponseCoefficient CS =0.24 Csmax =0.73 (Eq 12.8-3 and 12.8-4; SD1 / ((R/IE) x T)) Csmin =0.07 (Eq 12.8-5 and 12.8-6) Total base shear V =0.237 W, (SD) V/1.4 =0.17 W, (ASD) k =1 , (ASCE 12.8.3, page 102) Story No. Level Wi (psf) hi (ft) Wi hik Fx (psf) Vstory Area(ft2)Wi (kips) Fx (kips) Vstory 1 Roof:32 16 512 5.42 5.42 5752 184 31 31 Base 1st Floor: 32 512 Base Shear 5.42 Fpx (Min)=0.2SDS x IE ,(SD) SDS =1.542 IE =1.00 Fpx (Max)=0.4SDS x IE ,(SD) Level wpx (kips) Fx (kips)∑ Fx ∑ wx Fpx (kips) Min.Fpx Max.Fpx Fpx (kips) Roof: 184 31 31.18 184.06 31.18 39.73 79.45 39.73 Dipahragm Lateral Force Analysis (ASCE 12.10.1) ,(ASD) Fundamental Building Period Ta = Ct (hn)x =Long-Period Transition Period (Eq 12.8-2; SDS / (R/IE)) 1-Story Force Distribution LateralShear@Story(psf) LateralShear@Story(kips) Site Class = MS Consulting Engineering Inc. 12631 F-230 Imperial Hwy Santa Fe Springs CA 90670 802S.1STSTREET MAINOFFICEBUILDINGSEISMICANALYSIS Seismic Analysis ASCE 7-16: ELF Procedure Page 7 of 17 L3 Basic Wind Speed (3-Second Gust), V (mph) =110Importance Factor, I =1.00 Exposure Category =B Mean Roof Height, h (ft) =16.00 Gust Effect Factor, G =0.85 Topography Factor, Kzt =1 Length of Building, L (ft) =72.00 Width of Building, B (ft) =80.00Roof Slope =0.5 /12 Kz Kd0.57 0.85 0.62 0.85 0.66 0.85 0.70 0.85 0.76 0.850.81 0.85 0.85 0.85 h/L = T= Cp leeward Lateral Cut at 1-Story Structure for Main Wind Force Resisting System Design Criteria:ASCE 7-16 DATE :CHKD. BY2/8/2023 (Section 6.5.8) (Figure 6-4) Wind Lateral Analysis Horizontal - Wall Wind Load Calculation: Per ASCE 7-16, Section 6.5 Analytical Procedure (Figure 6-1)(Section 6.5.5) (Section 6.5.6) p Total Wall0-15 15.01 0.80 -0.50 10.21 -6.94 17.14 Height qz Cp(windward)Cp (leeward)p (windward)p (leeward) 20.54 #N/A #N/A #N/A Cp windward - 0.80 -0.50 18.04 25 17.38 0.80 -0.50 11.82 -6.94 18.75 20 16.32 0.80 -0.50 11.10 -6.94 30 18.43 0.80 -0.50 12.53 -6.94 0.80 -0.50 13.61 -6.94 #N/A #N/A L3 OA Horizontal - Roof T>10o qh (psf) = 16.32 0.22 2.39 MS Consulting Engineering 12631 Imperial Hwy F-230; Santa Fe Springs CA 90670 PROJECT :SHEET : CLIENT :DESIGN BY JOB NO. :22031 19.47 40 20.01 21.44 60 22.38 802 S. 1ST STREET 15.22 -6.94 22.16 50 21.33 0.80 -0.50 14.50 -6.94 p Total Roof #N/A #N/A Cp windward +p (windward-)p (windward+)p (leeward) /802 S. 1ST ST ARCADIA_SCalcs_V06:Analytical Wind 1-Story_Main Page 8 of 17 2/8/2023 L4 P *(16.0 -14 ) =plfP *(13 -8 ) =plfplf P *( 16 - 8 ) =plfBase =94.29 Roof at 1st floor =0.00Wall at 1st floor =94.29Sum at 1st floor=94.29 -12.49 -12.49 -6.94 -4.16 -2.50 Wind Loads (UPLIFT) Vertical - Roof and T<10o 0 -h/2 h/2 - h h - 2h >2h Pinternal JOB NO. :22031 802 S. 1ST STREET Wind Lateral Analysis CLIENT :DESIGN BY OA L2 DATE :CHKD. BY MS Consulting Engineering Inc. 12631 F-230 Imperial Hwy Santa Fe Springs CA 90670 PROJECT :SHEET : /802 S. 1ST ST ARCADIA_SCalcs_V06:Analytical Wind 1-Story_Main Page 9 of 17 L7 OA DATE :2/8/2023 L7 No No The Structure has no irregularities Minimum shear wall length at side face (ft) =22 Story Height (ft) =15 Shear Wall Bays: 2.93 USE: No No The Structure has no irregularities Minimum shear wall length at side face (ft) =30 Story Height (ft) =15 Shear Wall Bays:4 USE: Longitudinal Direction: DESIGN BY CHKD. BY22031 MS Consulting Engineering 12631 Imperial Hwy F-230; Santa Fe Springs CA 90670 PROJECT : CLIENT : JOB NO. : SHEET : Reliability/Redundancy Factor Per ASCE 7-16, Section 12.3.4 802 S. 1ST STREET A removal of a shear wall or wall pier with a height-to-length ratio greater than 1.0 withing any story resisting more than 35% of the base shear in the longitudinal direction, or collector thereto, would not result in more than a 33% reduction in story strength, nor does the resulting system have an extreme torsional irregularity U (rho) =1.30 Transverse Direction: A removal of a shear wall or wall pier with a height-to-length ratio greater than 1.0 withing any story resisting more than 35% of the base shear in the transverse direction, or collector there to, would not result in more than a 33% reduction in story strength, nor does the resulting system have an extreme torsional irregularity U (rho) =1.30 /802 S. 1ST ST ARCADIA_SCalcs_V06:Rho Page 10 of 17 SHEET :W1 DESIGN BY OA CHKD. BY W1 Load = psf x x 64.00 ft / 2 x =lb Load = psf x x / 2 x =lb Load = psf x x 0.00 ft / 2 x =lb Load = psf x x 0.00 ft / 2 x =lb Load = psf x x 0.00 ft / 2 x =lb Load = psf x x 0.00 ft / 2 x =lb lb Load = x 64.00 ft /2 =lb Load = x 0.00 ft /2 =lb Load = x 0.00 ft /2 =lb Load = x 0.00 ft /2 =lb Sum: Load = x 0.00 ft /2 =lb Load = x 0.00 ft =lb lb Seismic Design =265 plf Type:4 Wind Design =44 plf Type:6 Uplift:Uplift From Above (lb) =(EQ),(W) Load=(EQ) Moment Arm =ft Wall Height =ft (W) O.T.M (ft-lb) =(E),(W) 0.6*RM (ft-lb) =Wind Uplift Force (lb) =Roof =2.67 ft/2 Mnet (ft-lb)= (E), (W) Wall =5.5 ft Total Uplift (lb)=(E),(W)Floor =0 ft/2 Provide: Holdown at Foundation 5.42 80.00 ft 1.30 18,041.12 2/8/2023 Shear Wall Design: NDS 2018 At Wall Line W1 Wall Lengths: Seismic Load - Per ASCE 7-16 (Tributary Area Method) U (rho) =1.30 R=6.5 68.00 ft MS Consulting Engineering 12631 Imperial Hwy F-230; Santa Fe Springs CA 90670 PROJECT : CLIENT : JOB NO. :22031 DATE : 802S.1STSTREET 0.00 0.00 ft 1.30 0.00 1.30 0.00 0.00 0.00 ft 1.30 0.00 0.00 0.00 ft 1.30 0.00 0.00 0.00 ft 1.30 0.00 TOTAL SEISMIC LOAD ALONG WALL LINE 18,041 94.29 ft plf 3,017.20 Wind Load - Per ASCE 7-16, Section 26.5 Analytical Procedure (Tributary Area Method) 0.00 ft plf 0.00 68.00 ft 0.00 ft plf 0.00 0.00 0.00 ft plf 0 0.00 ft plf 0.00 0.00 ft plf 0.00 18042lbs./68ft=Seismic Type Governs ASDCapacity 3018lbs./68ft= 350plf TOTAL WIND LOAD ALONG WALL LINE 3,017 Shear Wall Sheathing Type 99,226 16,595 Resisting Dead Load, plf 143,853 -113 -44,626 -127,258 15/32" Wood Structural Panel with 8d nails at 4" o.c. at edges and 12" o.c. at field. Holdown / Manufactured Panel Design 0 0 18,041 68 5.5 3,017 -656 -1,758 No /802 S. 1ST ST ARCADIA_SCalcs_V06/SW1Page 11 of 17 SHEET :W2 DESIGN BY OA CHKD. BY W2 Load = psf x x 90.00 ft / 2 x =lb Load = psf x x 0.00 ft / 2 x =lb Load = psf x x 0.00 ft / 2 x =lb Load = psf x x 0.00 ft / 2 x =lb Load = psf x x 0.00 ft / 2 x =lb Load = psf x x 0.00 ft / 2 x =lb lb Load = x 92.00 ft /2 =lb Load = x 0.00 ft /2 =lb Load = x 0.00 ft /2 =lb Load = x 0.00 ft /2 =lb Sum: Load = x 0.00 ft /2 =lb Load = x 0.00 ft =lb lb Seismic Design =334 plf Type:4 Wind Design =57 plf Type:6 Uplift:Uplift From Above (lb) =(EQ),(W) Load=(EQ) Moment Arm =ft Wall Height =ft (W) O.T.M (ft-lb) =(E),(W) 0.6*RM (ft-lb) =Wind Uplift Force (lb) =Roof =2.67 ft/2 Mnet (ft-lb)= (E), (W) Wall =5.5 ft Total Uplift (lb)=(E),(W)Floor =0 ft/2 Provide:Holdown at Foundation 5.42 80.00 ft 1.30 25,370.33 2/8/2023 Shear Wall Design: NDS 2018 At Wall Line W2 Wall Lengths: Seismic Load - Per ASCE 7-16 (Tributary Area Method) U (rho) =1.30 R=6.5 76.00 ft MS Consulting Engineering 12631 Imperial Hwy F-230; Santa Fe Springs CA 90670 PROJECT : CLIENT : JOB NO. :22031 DATE : 802S.1STSTREET 0.00 0.00 ft 1.30 0.00 0.00 0.00 ft 1.30 0.00 0.00 0.00 ft 1.30 0.00 0.00 0.00 ft 1.30 0.00 0.00 0.00 ft 1.30 0.00 TOTAL SEISMIC LOAD ALONG WALL LINE 25,370 94.29 ft plf 4,337.23 Wind Load - Per ASCE 7-16, Section 26.5 Analytical Procedure (Tributary Area Method) 0.00 ft plf 0.00 76.00 ft 0.00 ft plf 0.00 0.00 ft plf 0 0.00 ft plf 0.00 0.00 ft plf 0.00 25371lbs./76ft=Seismic Type Governs ASDCapacity 4338lbs./76ft= 350plf TOTAL WIND LOAD ALONG WALL LINE 4,337 Shear Wall Sheathing Type 139,537 23,855 Resisting Dead Load, plf 179,691 -127 -40,155 -155,837 15/32" Wood Structural Panel with 8d nails at 4" o.c. at edges and 12" o.c. at field. Holdown / Manufactured Panel Design 0 0 25,370 76 5.5 4,337 -528 -1,924 No /802 S. 1ST ST ARCADIA_SCalcs_V06/SW2Page 12 of 17 SHEET :W3 DESIGN BY OA CHKD. BY W3 Load = psf x x 26.00 ft / 2 x =lb Load = psf x x 0.00 ft / 2 x =lb Load = psf x x 0.00 ft / 2 x =lb Load = psf x x 0.00 ft / 2 x =lb Load = psf x x 0.00 ft / 2 x =lb Load = psf x x 0.00 ft / 2 x =lb lb Load = x 26.00 ft /2 =lb Load = x 0.00 ft /2 =lb Load = x 0.00 ft /2 =lb Load = x 0.00 ft /2 =lb Sum: Load = x 0.00 ft /2 =lb Load = x 0.00 ft =lb lb Seismic Design =94 plf Type:6 Wind Design =26 plf Type:6 Uplift:Uplift From Above (lb) =(EQ),(W) Load=(EQ) Moment Arm =ft Wall Height =ft (W) O.T.M (ft-lb) =(E),(W) 0.6*RM (ft-lb) =Wind Uplift Force (lb) =Roof =2.67 ft/2 Mnet (ft-lb)= (E), (W) Wall =5.5 ft Total Uplift (lb)=(E),(W)Floor =0 ft/2 Provide:Holdown at Foundation -948 -1,240 No 24,186 6,742 Resisting Dead Load, plf 68,722 -78.4 -44,536 -61,980 3/8" Wood Structural Panel with 8d nails at 6" o.c. at edges and 12" o.c. at field. Holdown / Manufactured Panel Design 0 0 4,398 47 5.5 1,226 4398lbs./47ft= ASDCapacity 1226lbs./47ft= 200plf TOTAL WIND LOAD ALONG WALL LINE 1,226 Shear Wall Sheathing Type 0.00 ft plf 0.00 0.00 ft plf 0.00 0.00 ft plf 0.00 47.00 ft 0.00 ft plf 0.00 0.00 ft plf 0 94.29 ft plf 1,225.74 Wind Load - Per ASCE 7-16, Section 26.5 Analytical Procedure (Tributary Area Method) TOTAL SEISMIC LOAD ALONG WALL LINE 4,398 0.00 0.00 ft 1.30 0.00 0.00 0.00 ft 1.30 0.00 0.00 0.00 ft 1.30 0.00 0.00 0.00 ft 1.30 0.00 0.00 0.00 ft 1.30 0.00 5.42 48.00 ft 1.30 4,397.52 Shear Wall Design: NDS 2018 At Wall Line W3 Wall Lengths: Seismic Load - Per ASCE 7-16 (Tributary Area Method) U (rho) =1.30 R=6.5 47.00 ft MS Consulting Engineering 12631 Imperial Hwy F-230; Santa Fe Springs CA 90670 PROJECT :802S.1STSTREET CLIENT : JOB NO. :22031 DATE :2/8/2023 /802 S. 1ST ST ARCADIA_SCalcs_V06/SW3Page 13 of 17 SHEET :W4 DESIGN BY CHKD. BY W4 Load = psf x x 20.00 ft / 2 x =lb Load = psf x x 0.00 ft / 2 x =lb Load = psf x x 0.00 ft / 2 x =lb Load = psf x x 0.00 ft / 2 x =lb Load = psf x x 0.00 ft / 2 x =lb Load = psf x x 0.00 ft / 2 x =lb lb Load = x 20.00 ft ft / 2 =lb Load = x 0.00 ft ft / 2 =lb Load = x 0.00 ft ft / 2 =lb Load = x 0.00 ft ft / 2 =lb Sum: Load = x 0.00 ft ft / 2 =lb Load = x 0.00 ft ft / 2 =lb lb Seismic Design =106 plf Type:6 Wind Design =21 plf Type:6 Uplift:Uplift From Above (lb) =(EQ),(W) Load=(EQ) Moment Arm =ft Wall Height =ft (W) O.T.M (ft-lb) =(E),(W) 0.6*RM (ft-lb) =Wind Uplift Force (lb) =Roof =2 ft/2 Mnet (ft-lb)= (E), (W) Wall =5.5 ft Total Uplift (lb)=(E),(W)Floor =0 ft/2 Provide:Holdown at Foundation 305 -884 No 69,768 14,143 Resisting Dead Load, plf 56,338 -75.3 13,431 -42,194 3/8" Wood Structural Panel with 8d nails at 6" o.c. at edges and 12" o.c. at field. Holdown / Manufactured Panel Design 0 0 4,651 44 15 943 4652lbs./44ft= ASDCapacity 943lbs./44ft= 200plf TOTAL WIND LOAD ALONG WALL LINE 943 Shear Wall Sheathing Type 0.00 ft plf 0.00 0.00 ft plf 0.00 0.00 ft plf 0.00 44.00 ft 0.00 ft plf 0.00 0.00 ft plf 0.00 TOTAL SEISMIC LOAD ALONG WALL LINE 4,651 94.29 ft plf 942.88 Wind Load - Per ASCE 7-16, Section 26.5 Analytical Procedure (Tributary Area Method) 0.00 0.00 ft 1.30 0.00 0.00 0.00 ft 1.30 0.00 0.00 0.00 ft 1.30 0.00 0.00 0.00 ft 1.30 0.00 0.00 0.00 ft 1.30 0.00 5.42 66.00 ft 1.30 4,651.23 2/8/2023 Shear Wall Design: NDS 2018 At Wall Line W4 Wall Lengths: Seismic Load - Per ASCE 7-16 (Tributary Area Method) U (rho) =1.30 R=6.5 44.00 ft MS Consulting Engineering Inc. 12631 F-230 Imperial Hwy Santa Fe Springs CA 90670 PROJECT : CLIENT : JOB NO. :22031 DATE : 802S.1STSTREET /802 S. 1ST ST ARCADIA_SCalcs_V06/SW4Page 14 of 17 SHEET :W5 DESIGN BY OA CHKD. BY W5 Load = psf x x 48.00 ft / 2 x =lb Load = psf x x 0.00 ft / 2 x =lb Load = psf x x 0.00 ft / 2 x =lb Load = psf x x 0.00 ft / 2 x =lb Load = psf x x 0.00 ft / 2 x =lb Load = psf x x 0.00 ft / 2 x =lb lb Load = x 48.00 ft /2 =lb Load = x 0.00 ft /2 =lb Load = x 0.00 ft /2 =lb Load = x 0.00 ft /2 =lb Sum: Load = x 0.00 ft /2 =lb Load = x 0.00 ft =lb lb Seismic Design =176 plf Type:6 Wind Design =94 plf Type:6 Uplift:Uplift From Above (lb) =(EQ),(W) Load=(EQ) Moment Arm =ft Wall Height =ft (W) O.T.M (ft-lb) =(E),(W) 0.6*RM (ft-lb) =Wind Uplift Force (lb) =Roof =2 ft/2 Mnet (ft-lb)= (E), (W) Wall =5.5 ft Total Uplift (lb)=(E),(W)Floor =0 ft/2 Provide:Holdown at Foundation 271 -150 No 23,256 12,446 Resisting Dead Load, plf 16,762 -30 6,495 -4,316 3/8" Wood Structural Panel with 8d nails at 6" o.c. at edges and 12" o.c. at field. Holdown / Manufactured Panel Design 0 0 4,228 24 5.5 2,263 4229lbs./24ft= ASDCapacity 2263lbs./24ft= 200plf TOTAL WIND LOAD ALONG WALL LINE 2,263 Shear Wall Sheathing Type 0.00 ft plf 0.00 0.00 ft plf 0.00 0.00 ft plf 0.00 24.00 ft 0.00 ft plf 0.00 0.00 ft plf 0 TOTAL SEISMIC LOAD ALONG WALL LINE 4,228 94.29 ft plf 2,262.90 Wind Load - Per ASCE 7-16, Section 26.5 Analytical Procedure (Tributary Area Method) 0.00 0.00 ft 1.30 0.00 0.00 0.00 ft 1.30 0.00 0.00 0.00 ft 1.30 0.00 0.00 0.00 ft 1.30 0.00 0.00 0.00 ft 1.30 0.00 5.42 25.00 ft 1.30 4,228.39 Shear Wall Design: NDS 2018 At Wall Line W5 Wall Lengths: Seismic Load - Per ASCE 7-16 (Tributary Area Method) U (rho) =1.30 R=6.5 24.00 ft MS Consulting Engineering 12631 Imperial Hwy F-230; Santa Fe Springs CA 90670 PROJECT :802S.1STSTREET CLIENT : JOB NO. :22031 DATE :2/8/2023 /802 S. 1ST ST ARCADIA_SCalcs_V06/SW5Page 15 of 17 SHEET :W6 DESIGN BY OA CHKD. BY W6 Load = psf x x 48.00 ft / 2 x =lb Load = psf x x 0.00 ft / 2 x =lb Load = psf x x 0.00 ft / 2 x =lb Load = psf x x 0.00 ft / 2 x =lb Load = psf x x 0.00 ft / 2 x =lb Load = psf x x 0.00 ft / 2 x =lb lb Load = x 48.00 ft /2 =lb Load = x 0.00 ft /2 =lb Load = x 0.00 ft /2 =lb Load = x 0.00 ft /2 =lb Sum: Load = x 0.00 ft /2 =lb Load = x 0.00 ft =lb lb Seismic Design =201 plf Type:4 Wind Design =108 plf Type:6 Uplift:Uplift From Above (lb) =(EQ),(W) Load=(EQ) Moment Arm =ft Wall Height =ft (W) O.T.M (ft-lb) =(E),(W) 0.6*RM (ft-lb) =Wind Uplift Force (lb) =Roof =2.67 ft/2 Mnet (ft-lb)= (E), (W) Wall =5.5 ft Total Uplift (lb)=(E),(W)Floor =0 ft/2 Provide:Holdown at Foundation 5.42 25.00 ft 1.30 4,228.39 2/8/2023 Shear Wall Design: NDS 2018 At Wall Line W6 Wall Lengths: Seismic Load - Per ASCE 7-16 (Tributary Area Method) U (rho) =1.30 R=6.5 21.00 ft MS Consulting Engineering 12631 Imperial Hwy F-230; Santa Fe Springs CA 90670 PROJECT : CLIENT : JOB NO. :22031 DATE : 802S.1STSTREET 0.00 0.00 ft 1.30 0.00 0.00 0.00 ft 1.30 0.00 0.00 0.00 ft 1.30 0.00 0.00 0.00 ft 1.30 0.00 0.00 0.00 ft 1.30 0.00 TOTAL SEISMIC LOAD ALONG WALL LINE 4,228 94.29 ft plf 2,262.90 Wind Load - Per ASCE 7-16, Section 26.5 Analytical Procedure (Tributary Area Method) 0.00 ft plf 0.00 21.00 ft 0.00 ft plf 0.00 0.00 ft plf 0.00 0.00 ft plf 0.00 0.00 ft plf 0.00 4229lbs./21ft=Seismic Type Governs ASDCapacity 2263lbs./21ft= 350plf TOTAL WIND LOAD ALONG WALL LINE 2,263 Shear Wall Sheathing Type 23,256 12,446 Resisting Dead Load, plf 13,720 -35 9,537 -1,274 15/32" Wood Structural Panel with 8d nails at 4" o.c. at edges and 12" o.c. at field. Holdown / Manufactured Panel Design 0 0 4,228 21 5.5 2,263 454 -26 No /802 S. 1ST ST ARCADIA_SCalcs_V06/SW6Page 16 of 17 SHEET :W7 DESIGN BY OA CHKD. BY W7 Load = psf x x 12.00 ft / 2 x =lb Load = psf x x 0.00 ft / 2 x =lb Load = psf x x 0.00 ft / 2 x =lb Load = psf x x 0.00 ft / 2 x =lb Load = psf x x 0.00 ft / 2 x =lb Load = psf x x 0.00 ft / 2 x =lb lb Load = x 12.00 ft /2 =lb Load = x 0.00 ft /2 =lb Load = x 0.00 ft /2 =lb Load = x 0.00 ft /2 =lb Sum: Load = x 0.00 ft /2 =lb Load = x 0.00 ft =lb lb Seismic Design =43 plf Type:6 Wind Design =9 plf Type:6 Uplift:Uplift From Above (lb) =(EQ),(W) Load=(EQ) Moment Arm =ft Wall Height =ft (W) O.T.M (ft-lb) =(E),(W) 0.6*RM (ft-lb) =Wind Uplift Force (lb) =Roof =2.67 ft/2 Mnet (ft-lb)= (E), (W) Wall =5.5 ft Total Uplift (lb)=(E),(W)Floor =0 ft/2 Provide:Holdown at Foundation -1,755 -1,836 No 15,116 3,111 Resisting Dead Load, plf 127,427 -107 -112,310 -124,315 3/8" Wood Structural Panel with 8d nails at 6" o.c. at edges and 12" o.c. at field. Holdown / Manufactured Panel Design 0 0 2,748 64 5.5 566 2749lbs./64ft= ASDCapacity 566lbs./64ft= 200plf TOTAL WIND LOAD ALONG WALL LINE 566 Shear Wall Sheathing Type 0.00 ft plf 0.00 0.00 ft plf 0.00 0.00 ft plf 0.00 64.00 ft 0.00 ft plf 0.00 0.00 ft plf 0.00 TOTAL SEISMIC LOAD ALONG WALL LINE 2,748 94.29 ft plf 565.73 Wind Load - Per ASCE 7-16, Section 26.5 Analytical Procedure (Tributary Area Method) 0.00 0.00 ft 1.30 0.00 0.00 0.00 ft 1.30 0.00 0.00 0.00 ft 1.30 0.00 0.00 0.00 ft 1.30 0.00 0.00 0.00 ft 1.30 0.00 5.42 65.00 ft 1.30 2,748.45 Shear Wall Design: NDS 2018 At Wall Line W7 Wall Lengths: Seismic Load - Per ASCE 7-16 (Tributary Area Method) U (rho) =1.30 R=6.5 64.00 ft MS Consulting Engineering 12631 Imperial Hwy F-230; Santa Fe Springs CA 90670 PROJECT :802S.1STSTREET CLIENT : JOB NO. :22031 DATE :2/8/2023 /802 S. 1ST ST ARCADIA_SCalcs_V06/SW-7Page 17 of 17 COMMERCIAL PLAN CORRECTIONS Scott Fazekas & Associates, Inc. 2 Corporate Park, Suite 206 SFA PC#: 30-22 4th review Irvine, CA 92606 Phone: (949) 475-2901 AGENCY: Arcadia 22-1708 Fax: (949) 475-2560 Check by: Ganesh Rao/Randy Buck (Electrical) Date: 1-23-23 802-806 S. First Ave. Arcadia Edward Osuch 626-590-1818 BUILDING ADDRESS JURISDICTION APPLICANT TEL. NO. Edward Osuch 626-590-1818 Tom & Hannah Wu 626-319-5568 ARCHITECT/ENGINEER TEL. NO. OWNER TEL. NO. BEFORE APPROVAL FOR CODE COMPLIANCE OR ISSUANCE OF A BUILDING PERMIT, THE PLANS AND APPLICATION FOR THIS CONSTRUCTION REQUIRE THE INFORMATION, REVISIONS AND CORRECTIONS INDICATED BELOW. THE APPROVAL OF PLANS AND SPECIFICATIONS DOES NOT PERMIT THE VIOLATION OF ANY SECTION OF THE BUILDING CODE, OR OTHER ORDINANCE OR STATE LAW. USE OF STRUCTURE: Interior & Exterior TI TYPE: ?, Sprinklered GROUP: ? STORY: 1 VALUATION: $497,840/- AREA SQ. FT.: 6,223 INSTRUCTIONS 1. Resubmittals: A. Resubmit two (2) complete sets of revised plans along with the original set(s) of plans. B. Provide a written response for each correction on this correction list. You may write directly on this list, or you may provide a separate "Response List" which addresses each correction item by item. C. Resubmit plans directly to the City of Arcadia. 2. The plan checker can be reached by telephone on the following days: Monday - Friday . 3. To access the status of your project at any time go to http://www.scottfazekasandassociates.com/status.php scroll to City name, enter project street address #, click on “Look Up”, if multiple projects at site scroll to find your Agency PC#. This site updates in real time. This project status is ONLY for Building Safety and not for any other department. OUTSTANDING CORRECTIONS-ITEMS IN BOLD REMAIN OUTSTANDING 4. Architectural plans have been stamped but not signed. All sheets of plans shall be stamped & signed before plans can be approved. 2nd review: Item remains FYI until final. 3rd review: Item remains FYI until final. 4th review: Item remains FYI until final. Page 1 of 9 5. Revise Sheet Index on G000 to match plans. Include structural, PME plans and any added sheets in Sheet Index. 2nd review: Item remains FYI until final to include any added sheets. 3rd review: Item remains FYI until final to include any added sheets. 4th review: Item remains FYI until final to include any added sheets. 29. Provide a vertical slip connection of top of non-bearing partitions on A500 capable of lateral support. 2nd review: Not done. 3rd Review: (17/SD2) and (5/A500) do not show vertical slip connection. 4th review: Reference (17/SD2) from (5/A500). 32. No lateral system found for high roof between Grids W4 & W5 to right of Grid W1 on S2.0. Please revise or clarify. 2nd review: No structural response. No lateral system per correction above found on S-2.0. 3rd review: Shearwalls between high roof and main roof not found per response on S2.0. 4th review: A. Shearwall per response does not occur along grid W4 under high roof on S2-0. See markup on (1/A200). See revised plan S-2.0, shear wall between the lower roof & higher roof provided to transfer the shear load from higher roof to main roof. B. Shearwall along W1 onS2.0-See markup on (2/A200) for shearwall and holdowns. Shear wall aspect ratio shall comply with NDS Table 4.3.4. If ratio exceeds 2:1 then the nominal shear capacity shall be multiplied by 2bs/h. Revise calcs and plans as required and show reduction formula in a footnote to shearwall schedule on S-2.0. See attached calculations, the aspect ratio is less than 1.0 (7’-9” long while the high differential between the main roof shear wall & the higher roof is only 7’-0”) C. Where are calcs for cantilever column(s) in response to support high roof? Note that R=1.25 for cantilever. Detail complete load path. Indicate calc page numbers and locations on S2.0 in your response. See revised plan S-2.0, shear panels between the main roof & higher roof provided, the cantilevered steel columns just provided redundancy for the shear transfer. D. Provide and reference shear transfer and collector details including connections in your response. See revised plan & added details 12 & 16/SD4, the higher roof only have 983 lbs lateral load. 35. Where do steel columns supporting lateral loads per calc. pg. 12 occur on plans? What is the lateral load they are supporting? Provide detailed calcs to show how lateral loads were arrived at. 2nd review: No response. Page 2 of 9 3rd review: Design and detail out of plan anchorage of existing masonry walls through steel posts to footings and new roof including subdiaphragm analysis and design per ASCE 12.11. review pending. 4th review: A. Revise (18/SD2) to show condition where 4x12’s with B.N. connect to top of column for out of plane support. Detail 10/SD2 was called out for the 4x12 w/B.N. connection to the steel column, anyway detail 20/SD2 added for the 4x12’s beam with B.N. connection with the steel column at the top. B. Design and detail sub-diaphragms including continuity ties per ASCE 12.11.2.2. See revised calculations page PC4-1, the sub-diaphragm force at the top of the steel columns to resist the out-of-plane anchorage is checked. C. Revise out-of-plane load calc to account for Ka per ASCE 12.11.2.1. See revised calculations page PC4-1 attached, Ka counted. D. Revise or indicate calc page numbers where design of new wood shearwalls above existing masonry wall design considers out-of-plane load from masonry walls. See resubmitted revised calculations, additional wall load added to count the existing CMU wall out-of-plane load. 41. Hold Down Bolts into Concrete: Provide anchor bolt calculations per ACI 318 17.2.3 as amended by CBC 1905.1.8. 2nd review: No response. 3rd review: (20/SD1) is for new footing. Per phone call provide and reference a detail for holddown bolts and anchor bolts into existing masonry wall. 2nd review: Address this correction for holdowns required per correction 32a & 32b above. See attached calculations & revised plan S-2.0 & responses to comments 32a & 32b. 45. Provide structural details & calcs for equipment and components per ASCE 7-Sections 30.10 & 13.6. A. For seismic/wind connections. 2nd review: Where are details per calc page 39-45 in plans? Reference from S-2.0. 3rd review: Reference (7, 16/SD3) from roof framing plan. 4th review: Revise detail call-outs at roof top units on S-2.0 to (7/SD3). See revised plan S-2.0, detail reference corrected. 50. Wall mount detail for W/H not found on P-7 as indicated in (1/P-7). 2nd review: Mounting detail not found on structural plans as indicated in 1/P-7. 3rd review: Mounting detail not found on structural plans as indicated in 1/P-7. 4th review: Revise (1/A-7) to indicate existing platform per phone call. Page 3 of 9 坤紡軟多0乙-食,ら辛をIゝ鳴. どれぴ　ぃ・-ら▲ 多血鎖舐『く」4 -1 D各峻;ブタ・・、・乙ク乞う JのりNo.: 中主寄ろう　_多心　韓仰もの! Ouて-e「-申し硬」か昨一　日即し小身毛て-1ううと乙でl♂良∴しろ. 11 叶こ。・乍らロ多上を火≠本的ヽ○○ 小爪 "“● 二〇一午ぺl、河乙スト0人の入時l ニ〇・99ラ　い) こし・了引・ビヤう尺く貰筒中二」∴77、ら　けち千・　　三〇・ワC各町ろ駒う巾めi略∨. ∪ら王出　払二乙函十乙耕ニZ・クへ〔、十弘舟擁 == l、るl多. 聞ぅ「致しおし・ eらl-〇・-∴巾ハス・卸吟の高ま) pニC77、るスいた)C8)=即今寄・ (押出紳助の「千・〇ご叫却C本多日面をし> 知己∴∴ラ「返しのし.卵色牝か以呼↓叶叫印頂が直撃…> ヤ必至言う移らしのし.い杉テスラ雌’’.久と! 千〇申〇十Cめ帥J博レして0?略しのし卸山・多々や乙・修>ク∽蜂笑う堤∵ 3。馴ら・考や・ 6×ろ中oユa7之〆0・ピ! 釧此客種吃京平`糾埴一モ廿仏う丁も孔の」・吟在日乙キーク加え・霊言霊誓言浩霊当、多々ク之 (∽一考’中島オズら㍗/、●山、●甲頂†巳・ ∽ヤ・シ入ろう争0こ ( lクノラゆ乙〉・乙種多クや　乙の-　悟〇十　αプ小心、・乙つ　み年-,や外耳してい脇付ク修6のでク、ヒI 雄やl〆ろ一昨小的ぷヤ坪やラ輸手の甲・ク華中阜岬下味やめを叶う噺lぐしみ句ク・ Page 4 of 9 中と年一之 Page 5 of 9 Steel Column M.S. CONSULTING ENGINEERINGLic. # : KW-06011433 DESCRIPTION:CHECK STEEL COL FOR OUT OF PLANE M.S. Consulting Engineering12631 Imperial HWY Suite F-230Santa Fe Springs, CA 90670 Software copyright ENERCALC, INC. 1983-2020, Build:12.20.8.24File: STEEL COLUMN DESIGN.ec6 Project Title:802 S. 1ST AVEEngineer:O.A. E.I.T.Project ID:22031Project Descr:OFFICE COMPLEX REMODEL .Code References Calculations per AISC 360-16, IBC 2018, CBC 2019, ASCE 7-16 Load Combinations Used : ASCE 7-16 General Information Steel Stress Grade Top & Bottom PinnedAnalysis Method :15.50Overall Column Height ft Top & Bottom FixityAllowable Strength Fy : Steel Yield ksi29,000.0 ksi Steel Section Name :HSS3x3x1/4 46.0 ft E : Elastic Bending Modulus Y-Y (depth) axis : X-X (width) axis :Unbraced Length for buckling ABOUT Y-Y Axis = 15.5 ft, K = 1.0 Unbraced Length for buckling ABOUT X-X Axis = 15.5 ft, K = 1.0 Brace condition for deflection (buckling) along columns : .Applied Loads Service loads entered. Load Factors will be applied for calculations. Column self weight included : 136.059 lbs * Dead Load FactorBENDING LOADS . . .WALL LOAD: Lat. Point Load at 11.0 ft creating Mx-x, E = 2.228 k .DESIGN SUMMARY PASS Max. Axial+Bending Stress Ratio =0.8749 Location of max.above base 11.027 ft 0.1361 k13.061 k4.951 k-ft Load Combination +D+0.70E Load Combination +D+0.70E 5.693 k-ft Bending & Shear Check Results PASS Maximum Shear Stress Ratio = 1.107 k 0.06246 : 1 Location of max.above base 11.027 ftAt maximum location values are . . . : 1 At maximum location values are . . . k 5.693 k-ft 0.0 k-ft Pa : Axial Pn / Omega : Allowable Ma-x : Applied Mn-x / Omega : Allowable Ma-y : Applied Mn-y / Omega : Allowable Va : AppliedVn / Omega : Allowable Maximum Load Reactions . . (see tab for all) Top along X-X 0.0 kBottom along X-X 0.0 kTop along Y-Y 1.581 kBottom along Y-Y 0.6468 k Maximum Load Deflections . . . Along Y-Y 2.696 in at 8.634ft above basefor load combination :E Only Along X-X 0.0 in at 0.0ft above base for load combination : 17.721 . Maximum Axial + Bending Stress Ratios Maximum Shear RatiosLoad Combination Stress Ratio Location Stress Ratio Status LocationStatus Load Combination Results Cbx Cby KxLx/Rx KyLy/Ry D Only PASS PASS0.00 0.000 0.00 ftft0.010 1.39 1.00 167.57 167.57+0.60D PASS PASS0.00 0.000 0.00 ftft0.006 1.39 1.00 167.57 167.57+D+0.70E PASS PASS11.03 0.062 11.03 ftft0.875 1.39 1.00 167.57 167.57+D+0.5250E PASS PASS11.03 0.047 11.03 ftft0.657 1.39 1.00 167.57 167.57+0.60D+0.70E PASS PASS11.03 0.062 11.03 ftft0.873 1.39 1.00 167.57 167.57 . k k-ft Note: Only non-zero reactions are listed. Load Combination X-X Axis Reaction Y-Y Axis ReactionAxial Reaction @ Base @ Top@ Base @ Base @ Top Maximum Reactions @ Base @ Base@ Top @ TopMx - End Moments My - End Moments D Only 0.136+0.60D 0.082+D+0.70E 1.1070.136 0.453+D-0.70E -1.1070.136 -0.453+D+0.5250E 0.8300.136 0.340+D-0.5250E -0.8300.136 -0.340+0.60D+0.70E 1.1070.082 0.453+0.60D-0.70E -1.1070.082 -0.453E Only 1.5810.647E Only * -1.0 -1.581-0.647 Page 6 of 9 Steel Column M.S. CONSULTING ENGINEERINGLic. # : KW-06011433 DESCRIPTION:CHECK STEEL COL FOR OUT OF PLANE M.S. Consulting Engineering12631 Imperial HWY Suite F-230Santa Fe Springs, CA 90670 Software copyright ENERCALC, INC. 1983-2020, Build:12.20.8.24File: STEEL COLUMN DESIGN.ec6 Project Title:802 S. 1ST AVEEngineer:O.A. E.I.T.Project ID:22031Project Descr:OFFICE COMPLEX REMODEL k k-ftItem X-X Axis Reaction Y-Y Axis ReactionAxial Reaction @ Base @ Top@ Base @ Base @ Top Extreme Reactions Extreme Value @ Base @ Base@ Top @ TopMx - End Moments My - End Moments MaximumAxial @ Base 0.136Minimum"1.5810.647MaximumReaction, X-X Axis Base 0.136Minimum"0.136MaximumReaction, Y-Y Axis Base 1.5810.647Minimum"-1.581-0.647MaximumReaction, X-X Axis Top 0.136Minimum"0.136MaximumReaction, Y-Y Axis Top 0.136Minimum"0.136MaximumMoment, X-X Axis Base 0.136Minimum"0.136MaximumMoment, Y-Y Axis Base 0.136Minimum"0.136MaximumMoment, X-X Axis Top 0.136Minimum"0.136MaximumMoment, Y-Y Axis Top 0.136Minimum"0.136 .Maximum Deflections for Load Combinations Max. X-X Deflection Max. Y-Y Deflection DistanceLoad Combination Distance D Only 0.0000 0.000 0.000 ftftinin0.000+0.60D 0.0000 0.000 0.000 ftftinin0.000+D+0.70E 0.0000 1.887 8.634 ftftinin0.000+D-0.70E 0.0000 -1.887 8.634 ftftinin0.000+D+0.5250E 0.0000 1.415 8.634 ftftinin0.000+D-0.5250E 0.0000 -1.415 8.634 ftftinin0.000+0.60D+0.70E 0.0000 1.887 8.634 ftftinin0.000+0.60D-0.70E 0.0000 -1.887 8.634 ftftinin0.000E Only 0.0000 2.696 8.634 ftftinin0.000E Only * -1.0 0.0000 -2.696 8.634 ftftinin0.000 .Steel Section Properties :HSS3x3x1/4 R xx = 1.110 in Depth =3.000 in R yy = 1.110 in J =5.080 in^4 Width =3.000 in Wall Thick = 0.250 in Zx =2.480 in^3 Area = 2.440 in^2 Weight =8.778 plf I xx =3.02 in^4 S xx =2.01 in^3Design Thick =0.233 in I yy =3.020 in^4 C =3.520 in^3 S yy =2.010 in^3 Ycg =0.000 in Page 7 of 9 Steel Column M.S. CONSULTING ENGINEERINGLic. # : KW-06011433 DESCRIPTION:CHECK STEEL COL FOR OUT OF PLANE M.S. Consulting Engineering12631 Imperial HWY Suite F-230Santa Fe Springs, CA 90670 Software copyright ENERCALC, INC. 1983-2020, Build:12.20.8.24File: STEEL COLUMN DESIGN.ec6 Project Title:802 S. 1ST AVEEngineer:O.A. E.I.T.Project ID:22031Project Descr:OFFICE COMPLEX REMODEL Sketches Page 8 of 9 押勝とめを一合eこら・予きんを・琶堅持†人、う、動脱硫「甲⊂ D割嬉　ぐでA七・そそまこう Job Ne.: ー　こ村会的くさ寒中庇7序毛何回音　色てく㌻つの手すり乙C王> C手中U　ししねじ{ &=了了・e対した二千とg・8名 8し〇・、卜や〆. 中信小袖ぐこ- 〇、l之ナス千客・a尖ら乙ニラ年-午年や一女雪国二匪聖堂害争うこく多)ス〇・引　二〇・G乙事午専ら’、ク、C (之)-寄与のト丁 eて牢や(勢丁・血、三〇・うノく〇・ろ乙〆るO又(千・食ら-、一〇、ら2.}くるO 乏ぺ之・多大了・ e乙r)ィ之こIe.(合音　に一件　　>>トしの久子卜しJころ・今(斗キトや・か弱同軸合で印〇千捜し∽して〇両軌伸し7評・ラJl少や卑臣の即時之らしクい…山・丸め-〇回　uハ〇時之G」6’’レ巧く・ ∨ニぐ号)やあレ勾こい巧く一封印! 如一項八時↓今みやや庫の丁恥打球碑A同可部五山Aゆ・ Page 9 of 9