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HomeMy WebLinkAboutB20-01511 all tell l.__ 1. DEMOLISH AS NECESSARY,A PORTION OF EXISTING i STORY STORAGEI FACRAII WAREHOUSE BUILDING/MEZZANINE 2_ INNU ESIERIOR WAU5 A3 NECE5SARYTO PROVIDE TAKE OVER SQUARE FOOTAGE AT THE ISF FLOOR AND ADDITIONAL SQUARE FOOTAGE WHERE THE NEW 2ND FLOOR OCCURS IS-1 OCC FOR HOUSEHOLD GOODS) 3. CONSTRUCT NEW BUILDING (51 OOC- FOR HOUSEHOLD GOODS) 4. REVISE PARKING ASPHALT ; ACCESS GATE& STRIPING TO MEET NEW I FACILITIES NEEDS ARCHITECT: I: CIVILENGINEER: '. KSp S-ID ,1 C. AN)EMASSOCIATES,INC 23 ORCHARD ROAD, SURE 200 4694 W. JACQUELYN AVE. I. TAKE FOREST, CA 92630 FRESNO, CA 93722 Contact PAT SULLIVAN Contact DANIELJ ZOLDAK TEE (949) 380 3970 EX 320 TEL (559) 276 2790 ' pauck@kspstud;amm daoldakelarander&m.tom STRUCTURAL ENGINEER: IANDSCAPEARCHITECT: I. KSP. N ENGIN. MIS nT5FRUDIO,INC. 23 ORCHARD ROAD, SUITE 200 23 ORCHARD ROAD, SUITE 200: TAKE FOREST, CA 92630 LAKE FOREST, CA 92630 Contact: FARSHAD FARSHCAAN Contain: JUSTIN HEACOCK I TEL, (949) 380-3970 TEL: (949)3803970 ffarshchlan@kspeng.com I justin@ksp&tudmIal I I M ECH'L/PLUMB'G. ENGINEER: ZER 711 WEST Ural STREET, SUITE D-5 COSTAMESA.C492627 Contact: LARRY ZERO TEL: 049) 5154333 massoc@aol.com ELECTRICAL ENGINEER:I FIRE PROTECTION: L ERN E{TrISPOPETRIATFIRMICTION I I 3861VIADELRANCHO 3056 RENAULTSIHEET I I OCEANSIDE, CA 92056 1'. MR DIEGO, CA 92122 - Contact:KEVINURCIUOLI I COntalUURA FIBER. TEL: (760) 213 6181 TEL: BSOU 677A278 electricaldesignseN]ces@mz.net leurad@msponsefire.com I SPECIAL INSPECTIONS I (INADDMON TOTHOSE REQUIRED IN ACCORD WITH STRUCNR¢4PIANS) REQUIRED INSPECTION FREQUENCY BUILDING CODE REFERENCE ❑ SPRAYED FIRE RESISTANT MATERIALS PERIODIC 170514 ❑ MASTIC& INNME5CENT FIRE RESISTIVE COATINGS PERIODIC 1705.15 ❑ EXTERIOR INSULATION AND FINISH SYSTEMS(EIFS) NOT INSTALLED OVER A WOO, OR CONCRETE OR MASONRY PERIODIC 1705.16 ❑ INTERIOR AND EXTERIOR VENEER AND/OR CLADDING (INSTALLED GREATER THAN N'-0" ABOVE ADJACENT GRADE OR WALKING PERIODIC 5705.II.5 SURFACE AND/OR WEIGHING GREATER THAN 5 PST) 0 EXTERIOR NON -BEARING WALLS PERIODIC 1765.12.5 L=1 INTERIOR NON BEARING WALLS (WEIGHING GREATER THAN 15 PST) PERIODIC 1705.12, 1. FIRE SPRINKLERS 2. SU(UCURAL ITEMS IN ACCORD WITH STRUCPURAL PLANS 3. METAL CANOPIES 4. FIRE ALARM 5. METAL STAIRSANO GUARDRAILS 6. ELEVATOR 1. DOOR HARDWARE 2. SLIDING ENTRANCE DOOR 3. ROOF HATCH A STORM III ETTA 5, E%HAUSTFANS S PLUMBING FIXNRES(WATER CLOSETS, LAVS, SERVICE SINKS.) 7. WATER HEATER 8. HVAC 9. LIGHTING FIXTURES 10. ELECTRICAL GEAR/ PANELBOARD 1L LIGHTING CONTROLS, OCCUPANCY SENSORS 12. ROOFING MATERIALS 13. MASONRY 14. STOREFRONT 15 FLASHING/ SHEET METAL 16. SITE SUBMITTAL5 IN ACCORD WITH SITE -ADAPTATION 17. LOW VOLTAGE 18. CONCRETE 19. REPAR INACCORD WIMSRE-ADAPTATION COMPONENTS (BY CM) E P Th r OTT NS ® O, PROJECT SITE A SELF -STORAGE FACILITY FOR PUBLIC STORAGE. DEVELOPMENT NUMBER: CA DEVELOPMENT TYPE: REDEVELOPMENT 1801 ADRIAN RD., BURLINGAME, CA 94010 ZONING DISTRICT: RRMU APN: 025-169-050 These plans And documents (lave been revi¢wetl ter cgmplimDaN lb BY applicable Cotle Tequiremenls of the junfohnion. The CALL of Mese plans shall t he h011 to Par Ior b n pP ov of any eulhor SCSI, Yetm I:pm tl a: nny fetleLal, elate, norl0ctl 9ulalon BUREAU VERRAS NORTH AMERICA, INC. 11XVIEWED FOR CODE COMPLIANCE FOR COMPLIANCE WITH ❑:Mf UIIfORNIA ONLmw:LWwq ❑ M)CAu6➢NNA¢IAT¢ICALCOU65gA9Y1p1 yITtRT D :1Nfc1 IAPLVNNM:c_Vpd 0 y1Mg UYFOP\a9A¢NPJu:YCOULR C.UltTRVG11RC14MLALCODTS JNf CAtIFOw\11 BVMlu\C I:ODESSTI(LGIL9ALOM,Y JIK CAllFpR\lv 4RFL1 emlDg4 5TA59A¢OS COR ❑ :RAF CVpV RYIA F61i COUfS ❑ lwruumulJn vwamtu, c(IUR flan reran aWrovY �da[omeWt dxf W aylvxis moaeuctm to preal Be vwuL of aY NdnaL. all nor Wei regatedoe. .YL1 gY-_�_ WTEI IW BTIREAO VERITAB NORTH AM1>ERICA, HiC. ITEM COORD. BY I TURN. BY I INSTALL BY PS CONTACTS VENDORS& SCOPE VENDOR.. IMAGE NATIONAL EXTERIOR SIGN GE CM IS VENDOR WVENDOR CONTACT: JENNY GOOSENS (YOU 2HT-190S POWER TO BLDG. & SITE SIGNS BY GAL FOR FINAL CONNECTIONS VENDOR: 'iDS(INTERIOR SEEPAGE) INTERIOR SIGN GE&GRAPHICS CM GC GC CONTACT: IAURA BORSHEIM:(770) 363-0745; (AURAdIGORIUSTICM VENDOR. CONTACT CM FOR LOCAL VENDOR INFO " CONTACT: SECURITY: CCN ACCESS CONTROL CM PS VENDOR/GC IS VENDORENPcCH P GLARAWtM CONTACT TFIp PHONE: TBD EMAIL: RDBU JUNCTION BOXES, PULL STRINGS AND DEDICATED CONDULTS TO BE INSTALLED AS FIER ELECTRICAL DRAWINGS, BY GC VENDOR: THYSSEN KRUPP ELEVATOR I GC GC GC CONTACT: PEFER M. ENGNER(30) 5916310 PMR.ENGWER@THYAEMKRUPP.WM ELEVATOR MOP ITURING GC GC GC VENDOR: "KINGS III"(EMERGENCY PHONE) CONTACT TINY BATTAGLIA (972) 9Ua 7R4 X350 II PSCONTAQ FATIMABUT BBO9257460 CONSOLIDATED FIRE PROTECTION FIRE ALARM (DESIGN/BUILD) GC GC GC CONTACT: LIZ ALFEREZ(949) 777-0261 PHONE: 1949)IM-0261 EMAIL-PUBUCSTOMGE@CFPFIRECOM (MONRORIMG SERVICE BY PS) ENDOR: WNTA CMFORLOC4EVEND RCONl NFO FIRE SPRINKLERS(OESIGN/BUILD) GC GC GC CONTACT: NAME: PHONE: EMAIL (DESIGN BUID) FIRE EXRrvGUI5HER5 GC GC GC INTERIOR AD PARTITIONS BYJANUS ALL OTHER LOCATIONS BY GL n PS IT WWAC: PS DATp/COMPU'IER$ CM PS/GC PS/GC �WW III INTERNETAI ALL/PHONFS LESUEORLE:SAL81622044£D IW GC TO PROVIDE FEED FROM CURBSIDE PULL BOX TO PROPOSE BUILDING; PROVIDE BACKERBOARD, GROUNDING ROD, CONDUITS WITH PULL STRING, BPOE VENDOR: JANUS INTERNATIONAL CONTACT: MORGAN HODGES(TAN2-2850 $VWMS INCLUDE HALLWAY PA TION, UNIT DOOM, FIRE EXTINGUISHEM (@ PARTITION SYSTEMS ONLY), WIRE MESH CEIUNGS UNIT DOOR AND CORRIDOR S6fEMS URGED .VENDOR/GCSVENOOR/GC DIAMOND PLATE WAINSCOTING, AND UNIT Il ADDITIONAL NOTES: 1. GC TO FURNISH & INSTALL ALL STRUCTURAL DEMISING PARTITIONS. 2. ALL NON -BEARING PARTITIONS PROVIDED BN IA J 3, G.C. TO COORDINATE WITH JANUS FOR ALL STORAGE DEMISING PARTITIONS "P5" DENOTES PUBLIC STORAGE; "GC" DENOTES GENERAL CONTRACTOR; "CM" DENOTES CONSTRUCTION MANAGER FOR MATERIALS LIBRARY CONTACT, GO TO SHARE POINT REGULATORY AGENCIES LEGAL ADDRESS UNIT MIX MATRIX PLANNING DEPARTMENT: BUILDING DEPARTMENT: FIRE DEPARTMENT: SANITARY SEWER: PORTION OF LOT54, 5, 6.7 AND BLOCKS, AS TIED ON THE MAP EMTTIED "UNIT N0.3 NI PRIMROSE SELL ADMINISTRATION OFFICE SEE PRIMROSE S COUNTY WHICHMAPIN E OFFICE O INDTHE �UMROF AND TESTS Cal,RD, BURLINGAME, CA 94030 650.5589250 BURLINGAME, A,SID, BURLINGAME, CA 94010 650.55&]PEA B1399 URLINGAME, GIN BURLINGAME, CA 94030 A9 BNRLNGAME, O]94010 650.550-]6ID RERMLPMKHE COUNTY OF SAAIN MATEATZO ,STATE 30,19AS BOOK4 OF THERE[OROE0.5THECOUNrvOFS4N MATED. STATE OFfAUFORNIA, ON MARCH 30, ]955, IN BOOK 5, SPECIAL INSPECTIONS BUILDING FILE COPY MAPS AT PAGES 45 AND 46 MORE PARTICULARLY DESCRIBED AS FOLLOWS P REQUIRED AS PER 650-559-7LD0 ARE ELECTRIC CO MPANY: GAS COMPANY: WATER DEPARTMENT: BEGINNING ATTHE INTERSECTION OF THE SOUTHWESTERLY LINE OF ADRIAN ROAD AND THE LINE COMMON TO CODE LOTS 8 AND 91N BLOCKS ALL SHOWN ON MAP ABOVE MENTIONED, THENCE FOR THE MIDPOINT OF PENINSULA,EN PENINSULA CLEAN ENERGY CLEAN PACIFIC GAS&ELECTRIC PACIFIC SOI PRIMROSE RD., RD., BEGINNING, ALONG THE LOT LINE COMMON TO LOTS 8AND 9, BLOCK 6, AS MID LOTS AND COMMON LINE ARE POTS 275 INDUSTRIAL RD, RD, BURLINGAME,0 BURLINGAME, SHOWN ONSAIDMAP, SOUTH39d 18' 15"WEST, 55804 FEET TO ALINE PARALLEL TO AND PERPENDICULARLY REDWOOD CITY, RAY dual REDWOOD CDUSTRCL SAN CARLOS, DISTANT NORTHEASTERLY 20.CO FEET FROM THE SOUTHWESTERLY LINE OF MID BLOCK 6, AS MID SOUTHWESTERLY ONE OF BLOCK 615 SHOWN ON SAID MAY. THENCE ALONG THE SAID LINE PARALLEL TO THE PLANS MUST WED SAID WUTHEASIERLY FINE OF BLOCK 6, NORTH 573 FIT 2T WEST,494.S6 FEEL TO A POINT; THENCE LEAVING PERMIT AND APPROVED BURLINGAME DEPARTMENT THE SAID USE MENTIONED PARALLEL LINE AND RUNNING NORTHEASTERLY ALONG THE ARC OF A CURVE TO THE IN.SPEDTIDNRJ. LEFT, THE CENTER OF WHICH BEARS NORTH 2Od BE BY WEST FROM THE LAST MENTIONED POINT, WITH A BE ON .IDBSITE FOR RADIUS OF 382,245 FEET AND A CENTRAL ANGLE OF 13605' SP', AN ARC DISTANCE OF 87.39 FEET; THENCE aN�p m NORTH S6d IS' EAST,, TANGENT TO THE PROCEEDING CURVE, 7955 FEET; THENCE NORTHEASTERLY ALONG THE ARC OF A CURVE TO THE LEFT TANGENT TO THE PROCEEDING COURSE, WITH A RADIUS OF 382.245 FEET AND A REVIEVED eNDATE CENTRAL ANGLE OF Ed 43'21", AN ARC DISTANCE OF 25.39 FEET; THENCE NORTH 39d UP 3S"EAST, 43215 FEET $ MMA TAGSF MDEBRIS TO THE MID SOUTHWESTERLY LINE OF ADRIAN ROAD; THENCE ALONG THE MID SOUTHEASTERLY LINE OF FOR DEMO AND CONSTRUCTION / J_ /S`- 2 0 ADRIAN ROAD, SOUTH GUY 4f ama EAST, 427.W FEETTO THE POINT OF BEGINNING, AND CONTAINING AN AREA MUSr SHOW RECYCUNG/C&T3 C OF 51115 ACRES MORE OR LESS. A APPLICABLE BUILDING CODES GENERAL PROJECTAODRE55: 1801 ADRIAN RD. BUILDING: 2019 CALIFORNIA BUILDING CODE BURLINGAMECA94010 MECHANICAL: 2019 CALIFORNIA MECHANICAL CODE PLUMBING: 2019 CALIFORNIA PLUMBING CODE SITE APN: 025-169050 ELECTRICAL 2019 CALIFORNIA ELECTRICAL CODE ENERGY: 2019 CALIFORNIA ENERGY STANDARDS GROSS SITE AREA: 1253,30145.F./±5215 ACRES CALGREEN: BOB CALIFORNIA GREEN BUILDING CODE FIRE: 2019 CALIFORNIA FIRE CODE ZONING CLASSIFICATION: RRMU(MIXED USE) CITY CODE: 2019 CALIFORNIA BUILDING CODE W/AMENDMENTS USE: INDUSTRIAL Cltt OF BURLINGAME MUNICIPAL CODE PROPOSED USE: STORAGE OF HOUSEHOLD GOODS BUILDING CLASSIFICATION F.A.R.: NOT APPLICABLE OCCUPANCY GROUP: 51-STORAGE LOT COVERAGE MAX.: 15M 380279 S.F. PROPOSED LOT COVERAGE: 113% 285,997 S.F. CONSTRUCTION TYPE: III (FULLY SPMNKLERED) LANDSCAPE COVERAGE: 38,072 S.F. SPRINKLER TYPE MUST MEET NFPA 13 BLD'G REQ'D.: ALLOWABLE BUILDING HEIGHT. 2S-0"(MUNI CODESW.3) FRONTCKS 10 FROM CENTERLINE OF STREET 35'-0'(MUNI CODE) SIDE SIDE FEET 10 FEET EXISTING BUILDING HEIGHT: 31'-0' REAP ICI FEET ALLOWABLE NUMBER OF STORIES: 3 STORIES (BLDG. CODE 504A ) PROVIDED NUMBER OF STORIES: 2 STORIES OCC. LOADING / EXIT REQUIREMENT SEE SHEET BIDS PLUMBING FIXTURE REQUIREMENT NEW STORAGE (SU: REQUIRED' 145,367 S.To/ 5,000=19 OCC/ 2 =15 MALE 14 FEMALE MALE: (1) WATER CLOSET,(1) LAVATORY FEMALE: (1) WATER CLOSET,(1) LAVATORY DRINKING FOUNTAIN: (1)EYE, (11 ADA SERVICE SINK: (1) PROVIDED: FACILITIES: (2-ANISE%) D. EA) WATER CLOSET, D. EA) LAVATORY, (2) DRINKING FOUNTAINS (U ADA & (1) STD (1)SERVICE SINK PARKING REQUIREMENT BICYCLE PARKING REQUIREMENT PARKING REQUIRED(MUNICODE 2570.040) SELF STORAGE D SPACE/1WO SF.) CAL GREEN BICYCLE PARKING PARKING FOR ENTIRE SITE: EXISTING PARKING 142±. PROVIDE0105 (REFER TO VARIANCE) ADORESS1811 ADRIAN 141,4825F. NO NEW PARKING ADDRESSROIADRIAN 145,3575E REQUIRED: 206,849 SR/1000=287 SPACES SHORTTERM: EXISTING CRACK FOR 78KYCLE$ ADOL IONAL 1-RACK FOR 2 BICYCLES EXISTING: =142 SEARS I: PROVIDED 2-RACKS FOR 9 BICYCLES PROVIDED: = IRS STALLS(REFER TO VARANCE) - LONGTERM : PRO NONE ACCESSIBLE PARKING PROVIDED 1{ONTAINER FOR 2BICYCLES REQUIRED (101-150): SSFALLS EXISTING! 4STALLS D VAN) ADDITIONAL: SSTALL CLEAN AIR & EV VEHICLE PARKING PROVIDED 151ALLS REQUIREMENT VAN ACCESSIBLE PARKING: REQUIRED (1 MR EVERY 6): 18TALLS EXISTING PARKING 1421-PROVIDED105 BEFERTO VARIANCE) PARKIN = NO NEW PARKING EXISTING 0STALL ORIGINALCLEAN AIR VEHICLES =11 (BASEDON 342t) PROVIDED: PROVIDED: 1STALLS 15TAL EXISTING CLEAN AIR VEHICLES CLEAN AIR = 0 ADDITIONAL =11 PROVIDED: IS REQUIRED ELECTRIC VEHICLES (6%OF IRS) = 7 EXISTING: = 0 ADDITIONAL: =7(INCLUDE 1-ADA) PROVIDED: = 7 AREA BUILDING "A' AREA QUALIFICATION EQUATIONS (WAREHOUSE) (SECTION 506.2.31 Aa=[At+(NSxINxSa (EQUATION SL SINGLE OCC., MULTI FLOORS) Aa= ALLOWABLE AREA (S.F.) At=ALLOWABLE AREA, SPRINKLERED(TABLE 506.2) 52,50DSF. NS=ALLOWABLE ARM NON -SPRINKLERED(TABLE 506.2) 17,500S.F. If -AMOUNT OF INCREASE 0 Sa= 9 OF STORIES ABOVE GRADE PLANE 2 Am [52.500+D7,50oxo1)=52_W0x 2 105,00 S.F. AMOUNT OF INCREASE (SECTION 506.33) NOT REQUIRED BUILDING 'Be AREA QUALIFICATION EQUATIONS (WAREHOUSE) (SECTION 5062.3) Aa=[At+(NSxlf)x5a (EQUATION 5-2, SINGLE OCG, MULTI FLOORS) Aa =ALLOWABLE AREA (5 F) At=ALLOWABLE AREA, SPRINKLERED(TABLE 506.2) 52,SOO S.F. NS=ALLOWABLE AREA,NON-SPRINKLEREDRABLE NIX) 17,500 ED If -AMOUNT OF INCREASE (REFER TO BELOW) 0 Sa=p OFSTORIESABOWGR EP1 E 2 Aa= [52S0ORD7,500 x OR = 52500 x 2 105,000 S.F. AMOUNT OF INCREASE (SECTION 506.33) NOT REQUIRED BUILDING BUILDING"A" 15T:45.]90 SF jl ISF27,382S.F. 2111):45,10(1 2ND: 27,095 SF. Will 56,4T/SF. 1 (N)BLOO le (E)BUILDING BUILDING AREA CALCULATIONS EXISTING BUILDING R) ISTFLOOR 60950SF, (E) MEZZANINE(70 BE REMOVED) TIDIES. TOTAL 1FFSG 5.1" NEWBUILDING na BITLOOR 142225F. an 2NDFLOOR 11,987 S F. TOTAL 2A,Z09S6 NEW BUILDING- FIRE PARTITIONED BUILDING "A" (E) 15TFLOOR UR 2ND FLOORSUBTOTABUILDING-W F790 N ISTROOR N 2NDFL00R TOTAL ) 145367SF. TOTAL BUILDING "A"+"B IST: 73,172 ST. 2ND: 72,195 SA 145,357SF. UNIT MIX SCHEDULE PRDLIERC.TR,rinnnmx. CANDID Model Name: CLIMATE CONTROLLED UNIT BUILDING GRO666F SW Lo lwas fil DJO 10x5 1Me IOX15 0#0 10K25 Fare UXRB ist Roar 7SIM 107 1M - 114 135 E3 599 L¢tels IRS TO 2nd Floor 72195 iN IRA 219 62 55 ADS Ipckem 330 330 UNITS 1.W3 210 36T 333 19B 108 2,288 TOTAL UNITS SF 20 25 50 50 100 IN 200 250 No TOTALSF IA5,36T 21,060 5,250 19,350 33.300 29.700 21600 130,280 NET RENTABLE %UNITS N Pool 9% 17% 0% 15% 9% 5% D% 0% IW% No UNITS SF 4% 15% 0% 28% 23% IT% 0% 0% PART AVERAGE UNIT 89% EFFICIENCY CLA68T TA 3 46.00 97 2fi.08 531 2. % 4.72% 1, 6 10 W% MALL MEDUM ACCESSIBLE SELF -STORAGE UNITS IN ACCORDANCE WITH SECTION 116-225 r TOTAL UN178 MINIMUM NO. OF REQUIRED ACCESSIBLE UNITS 1TOWO 5% BUT NOT LESS THAN 201 AND OVER 10. PLUS 21% OF TOTAL NUMBER OF UNITS OVER 2C0 ADACALCUTATONS' TOTA1 NUMBER OF STORAGE UNITS: 228P ADA REQUIRED: 5% OF 200 1D UNITS 2%OF 2,089 42 UNITS 52 UNITS ADAPROVIDED: 52 UNITS CLASSES OF SPACES PER MCI 16225.3.1: UNITS SHALL BE 015PERSED THROUGHIX THE VARIOUS CLASSES OF UNITS SIZE: TOTAL: % QNN SMALL Iffal 52 26.08% 14 MEDIUM: Efll 52 2330% 12 LARGE: NREFI 52 412% 2 54.00% 20 I CITY DEFERRED SUBMITTAL I CONSTRUCTION HOURS 1. FIRE SPRINKLERS 2, STRUCTURAL ITEMS IN ACCORD WITH STRUCTURAL PLANS 3. METALCANOPIES 4: FIRE ALARM 5, METAL STAIRS AND GUARDRAILS HER: 1. GENERAL CONTRACTOR BE RESPONSIBLE FOR SHOP DRAWINGS/ALL ASSOCIATED ENGINEERING TO SUBMIT FOR &OBTAIN APPROVAL BY LOCAL JURISDICTION FOR ALL DEFERRED SUBMITTALS. 2. THIS PROJECT WILL REQUIRE MODIFICATIONS TO THE BUILDING FIRE SPRINKLER AND FIRE ALARM SYSTEMS. PRIOR TO MAKING ANY CHANGES TO THESE SYSTEMS THE C-I6 AND C-l0 LICENSED CONTRACTORS SHALL PROVIDE CONSTRUCTION DOCUMENTS TO THE CENTRACOUNTY FIRE DEPARTMENT FOR REVIEW AND PERMIT TH ISSUANCE.ON E CENTRALICESTO OOHE CITY A DEPARTMENT HAS OFFICE L PROVIDES FIRE PREVENTION SERVICES TOTHE CITY AND XASOFFICES LOCATED AS INDICATED INSTALLATION 3. THE EM(UCE)SHAL EMERGENCY WRIE!CONUER TION 51 COVERAGE SYSTEM(OUNCE)SUBMITTALS (SHOP CDC SECTION 5ALL 4, THESE T BE SUBMTTEDT THEPR IJECT AISHOPDRAWIINIFER FREE R; SUBMITTED TOTHEPROJECT ARC HITECT/ENGINEEROFNGA E A SUBMITTAL MAY THEN BE MADE TO THE CITY OF BURLINGAME BUILDING DEPT. FOR REVIEW ANDAPPROVAL,AND WHICH SHALL INCLUDE ANDSEACTING CO PLIEHIS REVIEW AND COORDINATION H0.5 BEENHE DEFERROANOCOMPLETEDAND PEASAND CAE(EDG, NS FOR WITH RE ARDT GEOMSARELOUND TODCON BE ACCEPTABLE WITHN WITH REGARD TO GEOMETRY, LOAD CONDITIONS, ETC.) WITH NO EXCEPTIONS. D 5 C L9 MEn MY 17 2020 CONSTRUCTION HOURS: BUREAU I/ERITAS NO PERSON SHALL ERECT(INCLUDING IXCAVATIONNAA GRADING), DEMOLLSH, ALTER OR REPAIR ANY BUILDING OR STRUCTURE OLDER THAN BETWEEN THE FOLLOWING HOURS EXCEPT IN THE CASE OF URGENT NECESSITY IN THE INTEREST OF PUBLIC HEALTH AND SAFETY, AND ONLY WITH PRIOR WR17EN. APPROVAL FROM THE BUILDING OFFICIAL WHICH APPROVAL SHALL BE GRANTED FOR A PERIOD NOT TO EXCEED THREE DAYS, NO WORK ON SUNDAYS AND HDIDAYS. HOLIDAYS ARE THE FIRST DAY OF JANUARY, THE THIRD MONDAY OF FEBRUARY, THE IASF MONDAY OF MAY, THE FOURTH DAY OF IULY, THE FIRST MONDAY DF SEPTEMBER. THE ELEVENTH DAY OF NOVEMBER, THE FOURTH THURSDAY IN NOVEMBER AND THE TWENTY-FIFTH DAY OF DECEMBER. IF THE FIRST DAY OF JANUARY, THE FOURTH DAY OF IULY, THE ELEVENTH DAY OF NOVEMBER, OR THE TWENTY-FIFTH DAY OF DECEMBER FAL6 UPON A SUNDAY THE FOLLOWING MONDAY IS A HOLIDAY. PROVIDE THE FOLLOWING CONSTRUCTION HOURS ON THE PLANS PER Cltt OF BURLINGAME MUNICIPAL CODE T .110. MONDAY THROUGH FRIDAY: MMT07PM SATURDAY: SAM TO RPM A S T U D 1 O architecture +engtaaernng 23 ORCHARD ROAD, SEE E 200 LAKE FORCST, CA all T949380.3970 F949.380.3IA �Vp V ED O LC.) LF all 1 /\ E -,ssv Pm]ea Name PUBLIC STORAGE TENANT IMPROVEMENT RECEIVED Nov 13 Z020 BUILDING DEPT. LL CITY OF BURLINGAME o«IAI .1801 ADRIAN RD. BURLINGAME, CA 3 Owner Public Storage, Inc. (4) 701 Western Avenue .�. Glendale, CA 91201 NO. REVISION DATE WS PROGRESS& Cm SUBMITTAL 06/22/2020 4A DAPCResubmittal 10/05/2020 pQ Addendum A 10/12/2020 QAddendum B ]0PPIC/ o 2nd PC Resubmittal 11/04/2020 mill Sol COVER SHEET . PS Boom 'I Fw, DO OerAeJM: N _ NPPRe No. 20458 V sMa No 1 CV,01 Q Plot Date 2020 11 Or r GENERALINOTES 1. THESE DRAWINGS ARE THE PROPERTY OF PUBLIC STORAGE AND SHALL NOT BE USED WITHOUT PUBLIC STORAGE'S CONSENT. 2, THE CONSTRUCTION DOCUMENTS (I.E.DRAWINGS, SPECIFICATIONS) SHALL NOT BE USED FOR ISSUANCE OF BUILDING PERMITS UNLESS SIGNED AND SEALED BY THE MCHNECT. 3. GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR FIELD VERIFYING ALL DIMENSIONS MD CONDITIONS THERON BEFORE COMMENCING ME WORK REPORTANY DISCREPANCIES AND/OR POTENAAL PROBLEMS TO THE ARQIUECF PRIOR TO PROCEEDING. 4. CHANGES TO THE PLANS BY THE OWNER AND/ OR THE MNMaOR SHALL BE THE RF5MO IBIIM OF THE .PERSONS EM WSOM CWWG6, AND NOT THAT OF THE ARCHITECL S. TH E ARCHITECT WILL NOT BE RESPONSIBLE WHERE MMMUCIION DEVIATES FROM THE DRAWINGS. ITT CONSTRUCTION SHOWN AND SPECIFIED SHALL CONFORM40 ALL APPLICABLE BUILDING LODES. WHERE CODES CONFLICT WITH THESE DRAWINGS, CODE REQUIREMENTS SMALL TAKE PRECEDENCE. 7. ALL WORK AND MATERIALS SHALL MEET THE REQUIREMENTS OF THE LOCAL AND STATE BUILDING CODES AND THE SPECIFICATIONS OF THE NATIONAL BOARD OF FIRE UNDERWRITERS. S. THE INTENTION OF THE DOCUMENTS IS TO DESCRIBE, IN GENERALITY, SYSTEMS AND FI NISHES. THE CONTRACTOR SHALL PROVIDE AND INSTALL COMPLETE SYSTEMS IN ACCORDANCE WITH APPLICABLE CONTRACTOR SHALL PROVIDE AND INSTALL COMPLETE SYSTEMS IN ACCORDANCE WITH APPLICABLE ACCEPTABLE BUILDING PRACTICE, WHICHEVER IS MORE STRINGENT. 9. ALL WRITTEN DIMENSIONS SHALL GOVERN. DO NOT SCALE THE DRAWINGS. 10. THE DRAWINGS SHOW THE GENERAL ARRANGEMENT AND EXTENT OF THE WORK. AS THE WORK PROGRESSES THE OWNER ANDTHE CONTRACTOR, AT NO EXTRA COST, SHALL MAKE MODIFICATIONSTO MAKE PARTS ALIGN AND FUNCTION PROPERLY. 11, RECHECK M EOSUREMENTS AND DIMENSIONS BEFORE STARTING EACH IN5TAUAMGN. INSPECTBOTHTHE SUBSTRATE AND THE CONDITIONS FOR EACH MAJOR COMPONENT. DONOTPROCEEDUWLANYUN TISFACTORY CONDITIONS) HAVE BEEN CORRECTED IN ACCEPTABLE MANNER. 12. COMPLY WITH MANUFACTURER'S INSTAVAMON INSTRUMONS AND REMMMMDAUONST ME EXTENTWAT THOSE INSTRUCTIONS AND RECOMMENDATIONS ME MORE EXPLICIT OR STRINGENT THAN REQUIREMENTS CONTAINED IN CONTRACT DOCUMENTS. 13. PROVIDE ATTACHMENTS AND CONNECTION DEVICES AND METHODS NECESSARY FOR SECURING WORK. SECURE WORK TRUE TO LINE AND LEVEL. ALLOW FOR EXPANSION AND BUILDING MOVEMENT 14. PROVIDE UNIFORM JOINT WIDTHS IN EXPOSED WORK. ARRANGE JOINTS IN EXPOSED WORK TO OBTAIN THE BEST VISUAL EFFECT. REFER QUESTIONABLE CHOICES TO OWNER FOR FINAL DECISION. 15. ANY OMISSIONS FROM THE DOCUMENTS WHICH WOULD CLISTOMARI LY BE PART OF THE SYSTEM OR FINISHES SHALL BE PROVIDED BY THE CONTRACTOR AT NO ADDITIONAL COST TO THE OWNER. 16. REMOVE FROM SITE EXCESS EXCAVATED MATERIALS, TRASH,DEBRIS, AND WASTE MATERIALS. DISPOSAL SHALL BE IN A MANNER APPROVED BY STATE AND LOCAL AUTHORITIES. 17. ALL WASTE MATERIALS SHALL BE REMOVED IN A MANNER WHICH PREVENTS I NIURY OR DAMAGE TO PERSONS, SURROUNDING PRIVATE /PUBLIC PROPERTIES. AND PUBLIC RIGHT OF WAY. 18. TH E GENERAL CONTRACTOR IS RESPONSIBLE FOR PROVIDING A CLEAN AND SAFE WORK AREA AND IS RESPONSIBLE FOR SAFETY AT THE SITE. 19, CONTRACTOR SHALL PROVIDE ANY REQUIRED PROTERIOIJ OF WORK. NOTHING HEREIN CONTAINED SHALL BE CONSTRUED TO NULLIFY MY RULES, REGULATIONS OR STATUTES OF STATE OR FEDERAL AGENCIES GOVERNING THE PROTECTION OF THE PUBLIC OR WORKERS FROM HEALTH OR OTHER HALIRM INVOLVED IN THE OPERATIONS REQUIRED TO PERFORM THIS WORK. 20. CONSTRUCT AND INSTALL TEMPORARY PROnMON MEPSURES PRIOR TO START OF CONMOMON. TEMPORARY PROTECTION SHALL BE REMOVED WHEN WORK 15 COMPLETE:. THECONT MRSMA ATALLTIMESPRBERVE AND PROTECTTHE SITE, BUILDING OR STRUCTURE FROM DAMAGE OR INJURY. 21. ALL CONSTRUCTION EQUIPMENT AND SAFEGUARDS SHALL BE CONSTRUCTED, INSTALLED AND MAINTAINED IN SUBSTANTIAL MANNER AND SHALL BE SO OPERATED AS TO INSURE PROTECTION TO THE WORKERS ENGAGED THEREON AND TO THE GENERAL PUBLIC. ALL EXISTING ANDRAD101NING IMPROVEMENTS SHALL Be PROTECTED FROM DAMAGE INCIDENTAL TO CONSTRUCTION OPERATIONS. 22, PROTECT EXISTING ROADWAYS, WALKWAYS AND AD101NIHO PROPERTY, ENCLOSE STAGING EQUIPMENT AND STORAGE AREAS WITH BARRICADES TO PREVENT ENTRY OF UNAUTHORIZED PERSONS. THE CONTRACTOR SHALL AT ALL TIMES PRESERVE AND PROTERTHE SITE, EXISTING BUILDINGS OR STRUCTURES, AND CUSTOMERS FROM DAMAGE OR INJURY. 235, MATUWCZF AND EQUIPMENT REQUIRED IN CONSTRUCTION OPERATIONS SHALL BE STORED AND PLACED 50 AS NOT TO ENDANGER OR OBSTRUCT THE PUBLIC, THE WORKERS OR THE ADJOINING SPACES. 24. ALL ABANDONED PIPING,CONDUITS, AND DEBRIS SHALL BE REMOVED OR CAPPED. 25. PROTECT AND UP ALL EXISTING OR NEW UTILITIES. OBTAIN REQUIRED PERMITS AND LAYOUTS BEFORE STARTING. 26. ALL WORK SHALL COMPLY WILD THE CURRENT EDITION OF NFPA AND LOCAL BUILDING CODES. 27. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND CONDITIONS ON THE JOB AND NOTO THE ENGINEER OF ANY DISCREPANCIES PRIOR TO MNTNUING WORK. 23. ALL WORK SHALL BE IN CONFORMANCE WITH ME REQUIREMENTS OF ME STATE COUNTY AND/OR LOCAL CODES HAVING JURISDICTION OF THIS PROJECT. 29. THIS BUILDING IS FIRE SPRINKLERED THROUGHOUT (REFER TO SUBMNTA15 HIGH: A. EXTEND THE FIRE SPRINKLER SYSTEM TO ALL AREAS OF THE BUILDING. B. PROVIDE PLANS FOR FIRE SPRINKLER WORK TO THE FIRE DEPARTMENT AND TO THE PLUMBING DIVISION FOR APPROVAL PRIOR TO INSTALLATION. C PROVIDING PLANS FOR FIRE SPRINKLER WORK SHALL BE THE GENERAL CONTRACTOR'S RESPONSIBILITY. THE GENERAL CONTRACTOR SHALL PROVIDE A CERTIFICATE OF COMPLETION ISSUED BY THE SPRINKLER CONTRACTOR. 0. SEPARATE PERMIT IS REQUIRED FOR FIRE SPRINKLER SYSTEM MODIFICATIONS. (PRIOR TO START OF INSTALLATION). 30, ALL CONTRACTORS, SUB OR GENERAL BIDDING OR CONSTRUCTING ANY PORTION OF THIS PROJECT SHALL BE HELD RESPONSIBLE TO REVIEW AND INCLUDE IN ANY BID SUBMITTED ALL OTHER DRAWING AND SPECIFICATIONS WHICH FORM A PART OF THESE CONSTRUCTION DOCUMENTS INCLUDING, BUT NOT LIMITED TO, ARCHITECTURAL GENERAL NOTES, STRUC URAU AIR CONDITIONING, PLUMBING, AND ELECTRICAL AND EQUIPMENT PLANS AS MAY APPLY TO SAIDTRAOE. 31. THE GENEML CONTRACOR SHALL COORDINATE THE WORK WONG ALL TR INTO ASSURE A SMOOTH AND HARMONIOUS FLOW OF THE JOB. 31 PROVIDE SECURITY MRRICADES AS REQUIRED. RE. THE CENTER OF THE GRIP OF THE OPEMTNG HANDLE OF CONTROLS& SWITCHES INTENDED TO BE USED BY OCCUPANT OF TEE ROOM OR AREA ME CONTROL TO"NO& RECEPTACLE OUN . APPLIANCES, OR COOLING, HEATNG & VENTILATING OLD IPMENT SHALL NOT BE MORE THAN 48" ABOVE THE FLOOR OR WORKING PLATFORM. 34. EXn SIGNS 5HALL BE ILLUMINATED. PROVIDE 011 SIGNS WITH EMERGENCY BACKUP POWER SUPPLY. 35. ALL DIMENSIONS ON THE DMWIN65 TAKE PRECEDENT OVER SCALE. 361 GLAOS DOORS, ADJACENT PANELS AN ALL GLAZED OPENING WITHIN 18" OF ADJACENT FLOOR SHALL BE OF GDOE APPROVED FOR IMPACT HAZARD. 37. AN APPROVED SEISMIC GAS SHUTOFF VALVE WILL BE INSTALLED ON THE FUEL GAS LINE ON THE DOWN STREAM SIDE OF THE UTILITY METER AND BE RIGIDLY CONNECTED TO THE EXTERIOR OF THE BUILDING OR STRUCTURE CONTAINING THE FUEL GAS PIPING; WHEN APPLICABLE OR GAS 15 USED. 38, EXIT DOORS SHALL BE OPENABLE FROM THE INSIDE WITHOUT THE USE OF A KEY, SPECIAL KNOWLEDGE OR EFFORT. FLUSH BOLTS OR SURFACE BOLLS ARE PROHIBITED. APPLIES ALSO TO EXIT GATES. 39. POST A SIGN ADJACENT TO THE REQUIRED MAIN EXIT DOOR WITH 1" LETTERING STATING:"THIS DOOR MUST REMAIN UNLOCKED DURING BUSINESS HOURS" MAIN WT ONLY. 40. THE PLUMBING CONTRACTOR SHALL BE RESPONSIBLE FOR WATER, DRAIN, AND GAS CONNECTIONS TO ALL EQUIPMENT. 41. THE DUTY BUILDING INSPECTOR H FILE AUTHORITY TO REQUEST FULLY REVISED PLAN SHEETS WITH AU FIELD CHANGES CLOUDED W/ DELTAS TO BE SUBMITTED FOR CM PLAN REVIEW WHEN THE INSPECTOR DETERMINE THE NUMBER OF FIELD REVISIONS WARMW SUCH A REQUEST. 42. INSPECTIONS: A. APPROVED TEMPORARY SANITARY FACILITIES (I.E. CHEMICAL TOILETS SHALL BE ON LEE CONSTRUCTION SITE PR TO REQUEST FOR FIRST INSPECTION), iHEALTH AND SAFETY CODE, SECTION 5416) B, CONTRACTOR AND/OR OWNER SHALL PROVIDE A TRASH BIN TO INSURE PROPER CLEAN-UP OF ALL BUILDING MATERIALS. C. STORAGE OF BUILDING MATERIALS OR DEBRIS SHALL BE CONFINED TO THE LOT FOR WHICH THE PERMIT 15" ISSUED. ADJACENT VACANT PROPERTIES MAY NOT BE UTILIZED FOR THIS PURPOSE UNLESS WRITTEN PERMISSION OF THE OWNER IS ON FILE WITH THIS OFFICE. THE PUBLIC RIGHT-OF-WAY SHALL BE MAINTAINED IN A CLEAR CONDITION AT ALL TIMES. 43, ALL WORK, MATERIALS, METHODS SHALL CONFORM TO ALL GOVERNING BUILDING CODES, ORDINANCES, REGULATIONS AND AGENCIES. 44. ALL TOILET ROOMS SHALL BE VENTILATED WITH 5 AIR CHANGES PER HOUR BY MECHANICAL MEANS. REFER TO APPLICABLE DRAWINGS. 45, THEGENERAL CONTRACTOR 5HALL PROVIDEALLNECESSARY CEILING OR WALLPANEG(OR ACCESS DOORS) AS REQUIRED BY GOVERNING AGENCIES FORAIRCONDITONING, PLUMBING RRESPRLNKEERAND ELECTRICAL SYSTEMS. PROVIDE APPROVED ASSEMBLIES WILD SELF{LOSING DEVICESIN ONE (1) HOUR MMD CONSTRUCTION. 461 ALL PENETRATONSATFIRE RBISTNE MNSTRUMON SMLLBE PROTECTEDWITH APPROVED FIRE ASSEMBLIES. eli PROVIDE PEDESTRAN ORVEHICUW2 PROTECTION BARRICADES, TEMPOMRYGUMD RAIBAND/OR CANOPIESAS REQUIRED BY LOCALAWHORMI OR AS NECF55ARYFOR PEDESTRIAN AND VEHINLAR SAFE]i 48. EXIT SIGNS WHERE NOTED OR REQUIRED SHALL BE WORDED "EXR' IN LETTERS HAVINGTHE PRINCIPAL STROKE OF NOT LESS THAN 3/4" WIDE AND AT LEAST G" HIGH AND SHALL CONFORM TO CODES AND/ORAPPLICABLE REGULATIONS, 49. TACTILE EXITSIGN SHALL BE PROVIDED ATALL EXIT DOORS,EXITSTAIR5, EXIT RAMPS AND EXIT ROUTES as REQUIRED BY CODE. 501 EXIT DOORS SHALL OPEN OVER A LANDING NOT MORE THAN I/2" BELOW THE THRESHOLD. 51. CONTRACTOR SHALL COORDINATE ALL SLEEVES FOR CONDUITS UNDER SIDEWALKS, DRIVEWAYS, ETC., PRIOR TO POURING CONCRETE OR LAYING ASPHALT PAVING. 52. TH E GENERAL CONTRACTOR SHALL PROVIDE AND INSTALL THE ADDRESS AND/OR SUITE UNIT NUMBERS PER CITY AND FIRE DEPARTMENT REQUIREMENTS. VERIFY SIZE, COLOR AND LOCATIONS PRIOR TO PROCEEDING. 53, OBTAIN TENANT LATEST CRITERIA DRAWINGS AND/OR TENAW5 CONTRACTOR DRAWINGS AND/ OR TENANT CONTRACTOR'S DRAWINGS FOR EXACT LOCATION OF ALL PLUMBING, MECHANICAL AND ELECTRICAL ROUGH -IN, STUBUPS,ETC. THE GENERAL CONTRACTOR SHALL 03TAIN WRITTEN APPROVAL FROM TENANT'S REPRESENTATIVE, PRIOR TO POURING CONCRETE FLOOR SCAB OR APPLYING FINISHES ON WAIL 54. ALL ROOF WORK PENETHATON TO BE COORDINATED WITH OR COMPLETED BY OWNERS ROOFING CONTRACTOR TO AVOID VOIDING ROOF WARRANTY. 55, GENERAL CONTACTOR/ FIRE ALARM SU6 ONNWCTOR SHALL SET UP ACCOUNT MI UP UP DAYS PRIOR TO FIRE ALARM TEST 56. WHEN SIGNS ARE USED TO IDENTIFY PERMANENT ROOMS SPACES OF BUILDINGS, BRAILLE MUST BE INCLUDED AS PART OF THAT UPGRADE AS REQUIRED BY BUILDING CODE SECTION 113-216.3 & 11B 703.5 !i WHEN SIGNS ARE USED TO IDENTIFY EXIT DOORS, EXIT STAIRWAYS, EXIT MMPE OR EXIT ROUTES, BRAILLE MUST BE INCLUDED AS PART OF THAT SIGNAGE AS REQUIRED BY BUILDING CODE SECTION 116703 THE OUTDOOR LIGHTING SYSTEMS SHALL BE DESIGNED AND INSTALLED TO COMPLY WITH ALLOF THE FOLLOWING: A.THE MINIMUM REQUIREMENTS IN ENERGY CODE FOR LIGHTING ZONES 14 AS DEFINED IN On 10 OF TEE CALIFORNIAADMINISTMT WE CODE 8. MCKLIGM, UPLIGHT AND GLARE (BUG) MTNGS AS DEFINED IN TES TM-ISAI C UPLIGHT AND GLARE MTNGS AS DEFINED IN ENERGY WOE AS SHOWN IN CHAPTER 8, TABLES 130.2-A AND JERI U, ALLOWABLE (BUG) MUNGS NOT EXCEEDING THOSE SHOWN IN TABU 51W.8 EXCEPTIONS: 1, L U M I NAIRES THAT QUALIFY AS EXCEPTIONS IN SECTION 104.7OF THE ENERGY CODE. 2. EMERGENCY LIGHTING, SECTION 5106.8 2. N EW PLUMIINO FIXED RES AND HILL was SHALL NOT EXCEED THE MAXIMUM ALLOWABLE FLOW RATE SPECIFIED IN SECTION 5.303.3 3, WEATHER -RESISTANT EXTERIOR WALL, FOUNDATION ENVELOPE AND LANDSCAPE IRRIGATION SYSTEMS SHALL BE DETAILED IN CONFORMANCE WITH BUILDING CODE SECTION 14023 AND GREEN BUILDING CODE SECTION 5.407 4. NEW EXTERIOR ENTRIES AND OPENINGS SUBJECT TO FOOT TRAFFIC SHALL BE PROTECTED AGAINST WATER INTRUSION USING FEATURES SUCH AS OVERHANGS, AWNINGS AND/ OR RECESSES FORA COMBINED DEPTH OVER THE ENTRY OF AT LEAST 4 FEET, SECTION 5.401 5, NONABSORBENT INTERIOR FLOOR AND WALL FINISHES SHALL BE USED WITHIN AT LEAST TWO FEET AROUND AND PERPENDICULAR TO NEW EXTERIOR ENTRIES AND/ OR OPENING SUBJECT TO FOOT TRAFFIC. SECTION 5A02221 6 EXTERIOR ENTRIES SHALL HAVE FLASHING INTEGRATED WITH THE DRAINAGE PLANE SECTION 5.40733.3 7. ONLY A CITY APPROVED MD PERMITTED HAULER TO BE USED FOR CONSTRUCTION WASTE. SECTION 5408.1 B A FINAL REPORT FOR THE TESTING ME ADIUMNG OF ALL NEW SYSTEM55MLL 0E COMPLETED AND PROVIDED TO THE FIELD INSPECTOR PNOR TO FINAL APPROVAL THIS REPORTSHALL BE SIGNED BY THE INDIVIDUAL RESPONSIBLE FOR PERFORMING THESE SERVICES. SECTION 541044 9, FOR ALL NEW EQUIPMENT, AN OPERATION& SYSTEMS MANUAL SHALL BE PROVIDED TO THE OWNER AND THE FIELD INSPECTOR AT THE TIME OF FINAL INSPECTION, SECTION 5.410.4.5 10, IF THE NEW HVAC SYSTEM IS USED DURING CONSTRUCTION, USE RETURN AIR FILTERS WITH A MERV OF 8. REPLACE ALL FILTERS IMMEDIATELY PRIOR TO OCCUPANCY. SECTION 5504.1 11, ALL NEW DUCTS AND OTHER NEW RELATED AIR DISTRIBUTION COMPONENT OPENINGS SHALL BE GREEN BUILDING MANDATORY MEASURES CHECKLIST rl CODE SeCTION REQ➢IRENENT GANOUESIGN REIFEAENCE SRt[M �oe NIAorgrceaonfar COMMF,NTS ask N/AFEAPM 5LI0a1 Sta,'ol waMr druivage and retenenn anrwg reas vGVAUE el -.- van//1.o E 5.106A.1.1 m blrytle Parf®g cular arld s Ert970Ban PAPAIG CAUFAMONS3 5106A.12 b`Gcb PerY'°gw orltln ad fare Ixculer 5.306.51 s.ID6.ln Parking mdar Parkin eOnwe) tWAIEB vor/n0.m REFER TG MxuO0 urvs TIONS rnmgEFFICIENCY& CONSERVATION 6 5.303.1.1 Ad tiom In exttM of 50,000 sg HE NA 12,222 Sr T 5.30311 Rate a wneam 4ov INA 8 53031 Wateureduatlrn Pud. a1.OtMIEFETIRDIFE 9 5303 1 Wand mwemulamb' it and fii[ir i AID10i 10 53N33 Sho 4rhada NANOSHOYrtu 11 5304.1 Qotb4r water use In lands[ esrems N,0 GRx BWGNO M7 12 53043 lrri Hon wnwdMd and sermor applEcation : NA 13 53MA Out or act metes WIxID 14 5304.5 Eat rbr faucets NMIN Lli9 15 5305.1 Gn m:r ready NAIXbTING Mn NMNG 16 53051 Re LOT nuter supply 0Lilurea BUILDING MA ❑SRIAL CONSERVATION& RESOURCE EFFICIENCYx3 17 18 5.407.1 5A072.1 WE So Tilden therproledJon G Ni U.02 oTEx28 19 So drum HOPE Door and wall finishes .02 GBNBIISGNDIE,H 20 SA0722.1 Exti star door prO on 0102 CIN InEw NOTE 06 21 SA07111 Flashing Gam 22 SA08.1 Con['ruction waste Mvemn A N Bm'G rvo[p6 23 5.4081 Urawrad Wow RN Bi NOTE Y29 24 5A083 Esc tvat aril and Brad dejaoM aebru I NmBUI Goo NOTE eve) tl CODE SEC'L1ON REQI1DteMNNT REFBRENCB BE ShMp or N/A COPA1W s e.g. vote RidetNn reesm for N/A 25 5A30.1 A (out eling by omaPaBb III that are > 30% of mulsting floor am), motEYIT ENQ ftE DFS7xax Br€DF aX NG B11IMm 26 SA10A TRIP - - - - - - has adjusting and balancing Syskme Raeedurea IjVAC bRlavewg RePorUvg QPenYan and maintenance manual IPSPectinm and Feature 1i WE ECTm Sei ] 27 51 28 SA10.43 M 29 5A1R431 NA 30 5A10i NA 31 5FQ%4U5 NA 32 5.410AS1 ENVWONMENTAI. QUALM. 33 5.503.1 FvelRw Read Wooasmv® NA FURNITURE M 5504E13 Temparstry Nomination N.OxFINE am'G. NOTE xlo 35 55043 Covering of dud opeumgs and protection Of me "Imi evivapment during wnstruetlon N,m GBN Ei NOTE x1I 36 5564A Fimish meacral NUm�t control - Adbmlvm,s nm,macauW - PeirU maeo.emga - Aerosol pea Hnndmativgs - VUMMURn EVCW EK,Ymwwlem 37 5504.41 38 55U4A3 39 5.504.43.1 40 5.5414.431 Ci GRINHBTENG.NOTEIED 41 5.504AA Cannot A3 BN BLD'G.NO7Ep34 42 5.504AA.1 Car Mewhlan VIM PRINNYANOTE415 Me 5. 0 Cora BIM stood produesse NA3 ERNBIUNKNAI 44 5.5114.4.6 Resilient nowling 8stems N0: EKNIRIPGACREVIG 45 5304.5.3 Tilmrs N.D2 ISBN TVa' NO x19 46 5304.7 EnvGanmwM1l mbmm smoke NOBEL mr oil NA 47 5305.1 Indoor mohtere mnDGI NA 48 551 Carbon dioxide COe mGmWr OVi 49 550'1A.I Extefloe shoe Mmm ion pfmcnptive method - Exftdwnmieetran9 ionfarmaf _ ExudornolMrveasmtaslonforwmb - Exh rvoketrmsmisionfor Modom .m xcantr:PO. 50 A2 FACUREF 51 Nm 52 NA7 EXCEPTION Sam 9 5 AS a 8ffirior Beim Uensmietiov erformm emNhpl OWN Pli STOFAAC 54 5507.43 I ftdorsomdha mmmn N/A STORAGE NOEN 55 55D&1 4 nede letirnma ouu sr, ue8'em NA7 GRN BW'G. NOTE 920 56 55O&2 Supermarket refrigerant Auk rWuWti CAM GIRMEAS ,NOTI GREEN BUILDING CODE NOTES 13. ADHESIVES, SEALANTS AND CAULKS, PAINTS AND COATINGS, AND AEROSOL PAINTS AND COATINGS SHALL MEET OR EXCEED THE STANDARDS OUTLINED IN SECTIONS 55044.1, SPA4A.3 AND 5504A31 RESPECTIVELY. 14. ALL NEW CARPET INSTALLED IN THE BUILDING INTERIOR MEETSTHE TESTING AND PRODUCT REQUIREMENTS OF ONE OF THE FOLLOWING: A. CARPET AND RUG INSTRUFE 5 GREEN LABEL PLUS PROGRAM OR B CALIFORNIADEPARFMEWOFPUBUCHFALTH'SSPEOFICATONOIMOOR C. NSF/ ANSI 140 AT THE GOLD LEVEL OR D. SCIENAFIC CERTIFICATIONS SYSTEMSSUSTAINABIE CHOICE OR E. VOC EMISSION LIMITS DEFINED IN THEGREG HIGH PERFORMANCE PRODUCT DATABASE. 15, ALL NEW CARPET CUSHIONS INSTALLED IN THE BUILDING INTERIOR SHALL MEET THE REQUIREMENTS OF THE CARPET AND RUG INSTITUTE GREEN LABEL PROGRAM. CARPET ADHESIVES SHALL NOT EXCEED VOC LIMIT OF 50 G/L SECTION 5.504.4.4.1 AND 5.504.4.4.2. 16, COMPOSITE WOOD PRODUCTS (NEW HARDWOOD PLYWOOD, PARTICLE BOARD, AND MEDIUM DENSITY FIBERBOARD COMPOSITE WOOD PRODUCTS) USED IN THE INTERIOR OR EXTERIOR OF THE BUILDING SHALL MEET THE FORMALDEHYDE LIMITS OF SECTION 55044.S AND ]JOLK S 17. THE FORMALDEHYDE EMISSIONS VERIFICATION CHECKLIST, FORM GRIN 3, SHALL BE COMPLETED PRIOR TO FINAL INSPECTION APPROVAL. THE MANUFACTURER'S SPECIFICATIONS SHOWING FORMALDEHYDE CONTENT FOR ALL APPLICABLE WOOD PRODUCTS SHALL BE READILY AVAILABLE AT THE JOB SITE AND BE PROVIDED TO THE FIELD INSPECTOR FOR VERIFICATION. SECTION 5.504.4.5 18. 80% OF THE TOTAL AREA RECEIVING RESILIENT FLOORING SHALL COMPLY WITH ONE OR MORE OF THE FOLLOWING RiLd ): A. WC EMISSION UMRS DEFINED IN THE CHPS HIGH PERFORMANCE PRODUCTS DATABASE OR B. PRODUCTS COMPMW WIFE IT CHIPS CRITERIA CERTIFIED THE GREENGUARD CHILDREN &SCHOOLS PROGRAM OR C. CERTFlC fiON UNDER THE RESILIENT FLOOR COVERING INSTITUTE (RFCU FLOORSCORE PROGRAM OR BE MEET THE CALIFORNIA DEPARTMENT OF PUBOC HEALTH'S STANDARD METHOD FOR TESTING OF VOC EMISSIONS SPECIFICATION 01350 19. AN AIR FILTER WITH A MINIMUM EFFICIENCY REPORTING VALUE(MERV) OF 8 OR HIGHER SHALL BE INSTALLED IN THE MECHANICAL SYSTEM FOR OUTSIDE AND RETURN AIR PRIOR TO OCCUPANCY. SECTION 5.5N 5 3 20. THE BUILDING SHALL MEET OR EXCEED THE PROVISIONS FOR MECHANICAL VENTILATION OF THE BUILDING CODE SECTION 1202. GREEN BUILDING CODE SECTION 55051 21. VENTILATED SPACES IN BUILDINGS SHALL MEET THE MINIMUM REQUIREMENTS OF THE ENERGY CODE Sheet Name E4.01 LIGHTING ENLARGED ELF CTRIC E4.02 POWER ENA GEO ELELTRICA I ENERGY MMPUMCE60RMS E5.02 ENERGY MMPUANCEIFORMS ESA3 ENERGY MMPUANCEIMRMS ROOM NAME/NUMBER ELEVATOR LOBBY LB300 DETAIL SYMBOL ELEVATION SYMBOL INTERIOR ROOM ELEVATION Current Revision SYMBOLS KEY NOTE IBER 3 DETAIL NUMBER BUILDING SECTION REFERENCE A3.0 SHEET NUMBER DETAIL NUMBER DETAIL OR WALL 1 SECTION REFERENCE DIRECTION OF DETAIL A4.2 SHEET NUMBER ONTYPEDETAIL DR SIGNAGG2 SIGNAGE DESIGNATION REVISION NUMBER Q? BUILDING HEIGHT REFERENCE 1, EL 34'-0" V T.O. FINISH DOOR IOENTIFICMON Qf301 WINDOW IOEMIFNATION O CEILING HEIGHT FINISH NUMBER CMUl %'000 EQUIPMENT NUMBER %KK 000 NOTE: REFER TO STRUCTURAL MECHANICAL, PLUMBING AND ELECTRICAL SHEETS FOR SPECIFIC SYMBOLS ABBREVATIONS AFF, ABOVE FINISH FLOOR ALT. ALTERNATE APPROX. APPROXIMATE ALUM. ALUMINUM A.B. ANCHOR BOLT ACCOST. ACOUSTCAL ASPH. ASPHALT BLK'G. BLOCKING 60, BOARD BLD'G. BUILDING SM. BEAM GOT., Ki BOTTOM B.S. BOTH SIDES CONLIT CONTRACTOR CUE CENNG C.A. CEMMICTILE CONC. CONCRETE CONT. CONTINUOUS CD. CONTROL JOINT COL. COLUMN CMU CONCRETE MASONRY UNIT CPT. CARPET OUR. CLEAR CTR, CENTER ON. DOWN 121 AND CODE OF REGULATIONS, TITLE 8, CHAPTER 4. GREEN BUILDING CODE SECTION S KIT CIA. DIAMETER 22. BUILDINGS THAT USE DEMAND CONTROL VENTILATION SHALL HAVE CO2 SENSORS AND VENTILATION DWG. DRAWING CONTROLS INSTALLED IN ACCORDANCE WITH THE REQUIREMENTS OF THE CURRENT EDITION OF THE OS. DOWNSPOUT ENERGY CODE, Get, TITLE 24, PART 6, SECTION 1211Q(4), SECTION 5.506.2 23. THE HVAC, REFRIGERATIONG AND HIRE SUPPRESSION EQUIPMENT SHALL NOT CONTAIN CFO OR HALONS. DR. DOOR SECTION SSOBL DBL. DOUBLE 24. ATTHEnME OF ROUGH INSTALLATION OR BURINGSTOMGEON THECONSIAULTON SEE AND UNTIL OTL, DIET. DETAIL FINAL STARTUP OF THE HEATING COGUNG AND W"M nON SYSTEM, ALL DUCT AND OTHER E.F. EACH FACE ACCEPTABLE METHODS TO REDUCE THE AMOUNT OF DUST, WATER AND DEBRIS WHICH MAY COLLECT EAV, E.W. EACH WAY IN THE SYSTEM. SECTION 5.5043 E.W.C. ELECTMCWATERCDOLER 25. PRIOR TO PERMIT BEING FINALIZED, A COMPLETE REPORT OF THE COMMISSIONING PROCESS SHALL BE ELC. ELECTRICAL CONTRACTOR PROVIDED TO THE OWNER OR OWNER'S REPRESENTATIVE AND FACILITIES OPERATOR, AND GREEN EXIST. EXISTING BUILDING CODE FORM 5410- VERIFICATION SHALL BE COMPLETED AN PROVIDED TO THE INSPECTOR. EXP. EXPANSION 26. AT BEGINNING OF CONSTRUCTION, CONTRACTOR TO PROVIDE CITY INSPECTOR WITH CONSTRUCTION ELECT. ELECTRICAL WASTE MANAGEMENT PLAN IN ACCORD WILL SECTION 5408.1 EQUIP. EQUIPMENT 27. COMPLY WITH LOCAL WATER EFFICIENT LANDSCAPE ORDINANCE OR THE CURRENT CALIFORNIA DEPARTMENT OF WATER RESOURCEVNIODEL WATER EFFICIENT LANDSCAPE ORDINANCE (MWELO), Be. EACH WHICHEVER IS MORE STRINGENT ELEV. ELEVATION So, DESIGN AND MAINTAIN LANDSCAPE IRRIGATION SYSTEMS TO PREVENT SPRAY ON STRUCTURES. Sai EQ. EQUAL 5,4072.1 ED. FLOOR DMIN 29. ADDITIONS AND ALTERATIONSTO A BUILDING OR TENANT SPACE SHALL REQUIRE VERIFICATION THAT FON. FOUNDATION UNIVERSAL WASTE ITEMS SUCH AS FLUORESCENT CAMPS AND BALIASTAND MERCURY CONTAINING FIN. FINISHED) THERMOSTATS AS WELL AS OTHER CALIFORNIA PROHIBITED UNIVERSALWASTE MATERIABARE FLJ F/L FLOW LINE DISPOSED OF PROPERLY AND ARE DIVERTED FROM LANDFILLS. SECTION 5.4081 FUR, FLOOR 3D. IN PERCENT OF TREES,STUMPS, ROCKS ME ASSOCIATED VEGETAnON AND SOILS RESULTING FFG. FOOTING PRIMARILY FROM LAND CLEARING SWILL BE REUSED OR RECYCLED. FOR A PHASED PROJECT SUCH F.P.P. FIREPROOF M W ML MAY BE STOCKPILED ON 5RE UNBLME STORAGE SITE IS DEVELOPED. SECTION S,40A3 FURR FURRING GA. GAUGE/GAGE GAIN. GALVANIZED GOO GENERALMNSTRUCBON CONTRACTOR GO GUTTER DRAIN GL GLASS GRID. GRADE GYP. GYPSUM HDWD HARDWOOD SHEET INDEX PROTECTION SURVEY NATER CONTROL NATER BMP DET/ PLAN E&SIILIPING&E DETAILS Sheet Name SECTIONS & DETAILS Current Current ReGeon Cum:nt 0.evision Revbion DescrIndia Date '.S T U 0L I O architecture + engineering 23 ORCHARD ROAD, SUITE 200 LAKE FOREST, CA 92630 1 949,390 3970 F549.38437A e� xec '04 u 91NBINL VMS_ •' was0. ]-ID-rzt Public Storage Project Name PUBLIC STORAGE TENANT IMPROVEMENT Frmearmre:. 1801 ADRIAN RD. BURLINGAME, CA Owner Public Storage, Inc 701 Western Avenue Glendale, CA 91201 HC. HOLLOW CORE ....."'"...- HOME. HORIZONTAL A7.01 DOOR& WINDOW SCHEDULE, DOOR TYPES &DETAILS NO. REVISION DATE NM. HOLLOW METAL H.P, HIGH POINT A7.04 ROOM& FINISH SCHEDULE AND DETAILS 90%PROGRESS & CITY SUBMITTAL D6/22/2030 HAC HEATING&A/C CONTRACTOR STRUCTURAL 1rtPC Reeubmittal 10/05/2020. TO INSIOEDIAMETER THREE INSULATION 50.01 GENERAL NOTES Qp Addendum A 10/12/2W0 TNT. INTERIOR R. JOINT 50.02 \ SPECIAL INSPECTIONS TAN, JANITOR S1.W FOUNDATION PLAIN8 AtldentlUmB 10/30/2020 LAM. LAAINATE LAW. LAVATORY S2.01 19 FLOOR FMMING PLAN/ End FLOOR SLAB PLAN ®2nd PC Resubmittal 11/04/2020 L.P. LOWPDIW S3.02 End FLOOR FRAMING PUNT/ROOF DECK PLAN LP. LIQUEFIED PETROLEUM GAS MOON. MANUFACNRERM 51.03 (N)ROOF PLAIN & RE) ROOF FMMING PLAN MAX. mmimuM 52.01 SECTIONS&DETAILS BURL( E tCi MT, METAL MIN. PIECE. MINIMUM MECHANICAL S2.02 SECTIONS&DETAILS "OE:yr MISC. MISCELLANEOUS S2.03 SECTIONS & DETAILS "A MTD. MOUNTED M.O. MASONRY OPENING S3.01 SECTIONS & DETAILS wNrvo m N.I.C. NOT IN CONTRACT SIDE SECTIONS A DETAILS -'OAII. N0, NUMBER N T.S. NOT TO SCALE S3.03 SECTIONS IF DETAILS -_ O.D. OUTSIDE DIAMETER O.R.O. OVERFLOW ROOF DMIN 53.04 SECTIONS & DETAILS OH, OVERHEAD S3.05 ELEVATOR SECTIONS & DETAILS ON. OPPOSITE HAND OPP. OPPOSITE 53,06 SECTIONS&DETAILS DUE. ON CENTER S3.07 SECTIONS&DETAILS Oli OPENING P.B.C. PLUMBING CONTRACTOR 53.00 $TNR PUJJSSECTION$&OETAIB PLS. OEM. PLASTIC LAMINATE Shed Name p"T. PLATEMECHANICAL SHEET INDEX, PLRVW'0 PPLLYRWOOD I MECHANICAL LEGEND, NOTES &SCHEDULES GENERAL NOTES, MD. MDNS M0.02 HVAC DETAILS REQ'D. REQUIRED ROPER REINFR 140.03 HVAC DETAILS ABBREVIATIONS RESIL. RINUONCED MO.04 HVAC REFRIGERATION DETAILS « SYMBOLS W. ROOM R.O. ROUGH OPENING FARMERSTITLE 24 ENERGYCALCULATIONS SEE. STEEL PROBE TITLE 24 ENERGYCALCULATIONS Prot war PS SUSP.CLG. SUSPENDED CEILING SIM. SIMILAR M3.01 MECHANICAL FIRST FLOOR PLAN Drawn W: FEE, ED Chewed as SPECS. SPECIFICATIONS M3.02 MECHANICAL SECOND FLOOR PLAN SOL SQUARE SHTG. SHEATHING M103 MECHANICAL ROOF PLAN Kyprgey xo M. STMMRD - 20458 SLRUcr. MUMML T.O.P. MPOFMASONRY PLUMBING T.O.S. TOPOF9EEL P0.01 PLUMBING NOTES ANDSCHEDULES Sheet Na TYP. TYPICAL U.N.O. UNLESS OTHERWISE P0.02 PLUMBING DETAILS `' NOTED V.CA. VINYL COMPOSITION TILE P1.01 PLUMBING FIRST FLOOR PLAN V ,. W/ WITH P3.02 PLUMBING SECOND FLOOR PLAN ao2,.. WIC WOOD P1.03 IPLUMBING ROOF PLAN I I Plot Date: ,r architectureT engmeedng 23 ORCHARD ROAD, SU I TE¢DO -AKEFOREST, CA92E30 T9493SC.3930 Fo493303731 nq� N � SHgBNPN VN(I11 'n Na. C-28298 }-31-21 pmj"t Name PUBLIC STORAGE TENANT IMPROVEMENT amlm Aanre.. 1801 ADRIAN RD. BURLINGAME, CA Owner Public Storage, Inc. 701 Western Avenue Glendale, CA 91201 NO. REVISION OAT' 90%PROGRESS& 06/22/2020 /� CRY SUBMITTAL qrp 1st PC Resubmh[al 10/05/2020 Sheet Name CONDITIONS OF APPROVAL Pub e: RD C,o: ded� Drawn r REP Project Ran 20458 GOM 1IB30S8 SURFACES 110F3D&3.l UNOBSFRUCHOSIDE REACH NOTES: HANDRAIL GRIPPING SURFACES AND ANY SURFACES ADJACENTTOTHEM SHALL BE FREE OF SHARPORABRASIVI, WHERE ACLEAR FLOOR OR GROUND SPACE ALLOWS A PARALLEL APPROACH TO AN ELEMENT AND THESMEREACHIS COLORS' ll" ELEMENTS AND SHALL HAVE ROUNDED EDGES. UNOBSTRUC D, THE HIGH SIDE REACHSHALL BE 48 INCHES MAXIMUM AND THE LOW SIDE REACH SHALL 0E 15 Ii BORDER&LEGEND-BLACK P90 1. PROVIDE DIRECTIONAL ACCESSIBLE PATHWAY 11H-5059 FITTINGS- HANDRAILS SHALL NOT ROTATE WITHIN THEIR FIIIMGS INCHES MINIMUM ABOVE THE FINISH FLOOR 00.GROUND. IT"MINIMUM BACKGROUND - WHITE G4. EQ. EO' ENTRANCE SIGN AND ARROW TO POINT IN 110-50510 HANDRAIL EXTENSIONS- HANDRAIL GRIPPING SURFACES SHALL EXTEND BEYOND AND IN THE SAME 10" IRETROREHEITIVE) %S• Q DIRECTION OF TRAVEL TO EACH ENTRANCES DIRECTION OF STAIR FLIGHTS AND RAMP RUNS IN ACCORDANCE WITH SECTION 11B-505.10 MP i1B-SOS.l0.1 TOP AND BOTTOM EXTENSION AT RAMPS RAMP FANDRAILS SHALL EXTEND HORIZONTALLY ABOVE THE L) 1J5" _ 2. SIGN MATERIAL: SMOOTH, DURABLE LANDING FOR 12 INCHES D°5 BE MINIMUM BEYOND THE TOP AND BOTTOM OF RAMP RUNS. EXTENSIONS UNAUTHORIZED VEHICLES PARKED j NON WEATHERING, RECTANGULAR SIGN W/ SILK SHALL RETURN TO WALL, GUARD, OR THE LANDING SURFACE, OR SHALL BE CONTINUOUS TO THE HANDRAIL OF IN DESIGNATED ACCESSIBLE SCREEN OR DIE CUT LETTERING AND GRAPHICS AN ADJACENT RAMP RUN. / SPACES NOT DISPIAYINCi 1" TYPICAL CAP TOP DISTINGUISHING PLACARDS OR OF POST 3. Z"x2" GALVANIZED POST, WOOD, STEEL OR SPECIALICENSE 0.5" TYPICAL 12- MIN 12' MIN t % ORPE SONSWITH DISATED IffVFD PREPUNCHEDGALVANIZED U-POSH ARE NOT - 2 FOR WILLBETEDWEDIWAY IES - ACCEPTABLE a WILLBETOWEDAWAY ATTNEOWNERS IXPEN 4. SIGNTO CONFORM TO CURREMSTATEAND _ TOWEDVEHICLES-i 1.25" LOCACODESAND REGULATIONS GUARD RAIL In w Z It ❑�- / CENTERED AT MAY BE RECLAIMED AT: S. SIGN SYMBOL &TEXT COLOR: �IkL/ 3'v1'HIGH UNOBSTRUCiEDSIT E REACH xn ORDERED CONTRACTOR PROPER INCHFIGURE 11Bd08.3.1 ONG XXX __ INFORMATION PRIOR TO ACCESSIBLE • 16UR W/NOB RDERONABLU SYMBOL 11&3°8.3.2OBSTRUCTED HIGH REACH TELEPHONING%%%-%%x-xxxX FPBRICATINGSIGN PATHWAY FlCKGRONO BORDER ONABLUE BACKGROUND REACHES CLEAR FLWPOR-GROUND N,[HESPACE HEIGHTALLOWS PARALLEL OBSTRUCTION APPROACH TO AN ELEMENT MAKIUNI AND HE DE • BACKGROUND FS IS BLUE SHALL TOPAND BOTTOM HANDRAIL EXTENSION AT RAMPS REACH ISOVER TRUCTONSIHALLBE2THEHEIGHTOFTHE THEHIHADEHACFJSHANCH48IUJCMUMANDTHEDEPTH U APPROXIMATE F5150901N FEDERAL FIGURE 310-sO5.111.11 OFTHE HDIEPT OBSTRUCTIONSHALLHESMAXE THE REACH HIGH HIEXCEEDS 0INC ES, THE HIGH MAXI MUM FORA FOR ET e STgNDAFD 595C BE 46IN INCHES MAXIMUM AREACH WHERDEPTH 24 INCHES DEPTH MAXIMUM 10 INCHES, THE HIGH 510E REACH SHALL REFER TO DOME ME, 2 BE 461NCHES MFWMUM FORAREAf11 DEPTH OF 241NCHF5MA`BMUM. REFERTO DETAIL G0.01 11B-4OTIUMPS 6. ALUMINUM ANEL MONTED DIRECTLY ALUMINUM PANEL MOUNTED DIRECTLY TO POST 11B405.25LOPE- RAMP PUNS SHALL HAVE A RUNNING SLOPE NOT STEEPER THAN 1:12 ORWALLSURFACE. 118-005.3 CROSS SLOPE Cfl055 SLOPE OF RAMP RUNS SHALL NOT BE STEEPER THAN 1:48 10" 30"-24" _LL M wOwIaE 118405.5 CLEAR WIDTH THE CLEAR WIDTH OF A RAMP RUN SHALL BE 48 INCHES(1219 FREE MINIMUM °NIA MAX wpm LLOpjOp LIB 4056 RISE - THE RISE FOR ANY RAMP RUN SHALL BE 30INCHES (762 AM MAXIMUM m NOTE: O O N 11BAG5J LANDINGS -RANKS SHALL HAVE LANDINGS AT THE TOP AND THE BOTTOM OF EACH RAMP RUN LANDINGS C SHALL COMPLY WITH SECTION 1IB-0D5.7 �/ % - -5 ATOWAWE0 SIGN SHALL BEPOSTED IN i=ZZwz 0`3 ACONSPICIlf1US PLACE AT EACH F[ipi�� 8 ENTRANCE TO OFF-STREET PARKING FACILITIES OP. IMMEDIATELY ADJACENT mG 3m E3 TIE x2" R°MIN 60"MIN 60'MIN y x g TO& VLSIBI E FROM EACH STALL. THE WLVANIZED MGM WHERE THE INCLUDE THE ICLE MAY PIPE, FlNISHGRADE WHERETHL (]WED VEHICLE MAYBE POST, RECIAIMEC& THE TELEPHONE NUMBER PAINTED ao• BOTTOM DAMP RAMP m OF THE LOCAL TRAFFIC LAW DANCING ENFORCEMENT AGENCY. a� LANDING RUN RUN LANDING £ _ GOUT DC T_08DWG OBSTRUCTED HIGH SIDE REACH STRAIGHT CHANGE eG°REssB-3a83.z HANDICAP PARKING ENTRANCE SIGN SCALE'.3/4"=1'a" 12SNE 4 ._,DIRECTIONALACCESSIBLEIENTRANCESIGN SCALE. 8 NOT USED SCALE NO INDIRECTION £¢ 31&308.2.1UNOBSTRUREO NOTE: 1]'_ SIGNMATERIAL: 1]"WIDEx22"HIGH 3 Oda WHERE A FORWARD REACH 15 UNOBSTRUCTED, THE HIGH FORWARD REACH SHALL BE 48 INCHES MAXIMUM AND THE ALUMINUM PANEL MOUNTED DIRECTLY TO VENAL WARNING GROOVES 2MN ACM SHALL BE]S INCHES MINIMUM ABOVE THE FINISH FIDOR OR GROUND. 1. THE PREFERRED MATERIAL FOR TO POST. r 5'-0"MLR ACCOMBLEPARKINGIOENTIFICATIONSIGN PER TRUNCATED DOME515 PRECAST FEI ICICONCRETETEPREEMORE ItEFERTODETALS &6 10TOPO 12W11.1 IS AN I LE. THE RID, TO BE LAYOUT LANDINGo ISANIN{INE G0.10, iO BE MORE SIGN SIZE; MIN. AREA ]O SO, IN. w 4"1.5" SIGN SYMBOL&TEXT COLORSUCH ATIBLEWITH WHEELED ITEMS, ry1•RAMP LANDINGS - sucH nl SHOPPIrvGCARTs, 2P STROL LER5 AND HAND TRUCKS, t • WHITE TEXT& SYMBOL FIGURE w/ FIGURE 1164°5.] - A NO BORDER ON A BLUEz'� 2. DETECTABLE WARNING SURFACES BACKGROUND P TO HAVE MINIMUM ID% VISUAL • BACKGROUND COLOR BLUE SHALL 112M 118dQ5ZI5LOP£-LANDINGS SHALL COMPLY WITH SECTOR INDEED. CHANGES IN LEVEL ARE NOT PERMITTED. CONTUST WITHIN ADJACENT APPRO%IMATEF5IMSEVIN i <RAMPEXCEPTION: SLOPES NOTSIEEPER THAN 1:48 SHALL BE PERMITTED -WALKINGSURFACES. FEOEFALSTANOAFDS95C i •'��118 .]2MVD - THE LANDING CLEAR WIDTH SHALL BEAT LEASTASWIDE MTHEWIDEST RAMP RUN LEADING-iTOTHEIANDING. FIGURE I3&30821 ® 3. VISUALLY CONTR KG SURFACE QTULAR5.Z2i - TOP LANDING SHALL BE W INCHES(1524 MM) WIDE MINIMUM SHALL CONTRASTWUH BOTH THE UKDELECTABLE WARNINGAND THE O=EN G - LTH TH HE TWEM M M Jo]1B-0OSL3L G THE LANDING CLFAP G SHALL 0E 601NC s M LONGM NI UADJACENT WALKING SURFACES - PTEE x OST, GALVANIZED STEEL PIE 11HERE HIGH REACH 1 OVER D1AC fx 31B-0OS ]4CHANGEIN DIRECTION - RAMPS THAT CHANGE DIRECTION BETWEEN RUNS AT LANDINGS SHALL HAVE A F g FLOOR ENO BENEATH THE LIGHT ON DARK SURFACES - POST, PAINTED CLEAR LANDING 601NCHES 1525 MM MINIMUM BY ]21NCHE51829 MM MINIMUM IN THE DIRECTION OF REACHES HIGH FORWARD PEACH IS OVEPANOBSTRURION THE 00 SPACE SHALLEM 1 I 1 1 PLAN �z FOR THAN THERE REACH DEPTH is 20 OBSTRUCTION. MAP MUM. THE DARK ON IIGHTSURFACEi ELEMENT FO STANCE NOT LESS QUITTED REAL 0 S U WNW UPPER DOWNWARD TRAVEL FROM THE MP PUN. gu FORWARD REACH SHALL 41NCHES BE WHERE REACH DEPTH IS201NCHESMA%IMUM. WHERE THE E dE i1B20LEARANCES REG-WHERE DOORWAYS 113 04.2.4 ND1AREL ADJACENT TO BE PEM17ED,O OVERLAP FO S20I8 1'-0"OIA •3 O O REACH DEPTH E25IN H INCHES, HIGH FORWARD REACH SHALL BE 441NCHES MAXIMUM AND THE REACH 4. TRUNCATED DOMES: SO CLEAPANCE50.EQUIRED BY SECTION SIB-0°4.2.4 AND 11B-404.3.25HALL BE PERMITTED TO OVERLAP THE '^ TOP DIA.OF � REQUIRED LANDING AREA. D000.5 WHEN FULLY OPEN SHALL NOT REDUCE THE REQUIRED RAMP DEPTH SHALL BE 251NCHE5 MAXIMUM. • PATTERNS IN AGRID Q Q TRUNCATED DOME RUNCA • 12" x II" WIDTH BY MORE THAN 3INCHE$ sMM.0OOA5 IN ANY PDSmOry SHALL REDUCE SLOPE O 1 D.4s^-D.4r DIMENSION OF THE RAMP LANDING TOLESS THAN 42INCHES L106]MM). 20" 20"-25" • COLOR:YELLOW- L2%MA%.) DAMP RUBS SHALL HAVE HANDRAILS COMPLYING WITH SECTION 3IB-505 BASEDIA OF APPROXIMATEFIRD!R95C 110-0G5.8 HAND RAILS- MA% l2'DIA CONCRETE ,°(. 1164059EOGE OF RAM RUN EDGE PROTECTOR COMPLYING WITH INGS. ON I1b4p5.9]SHALL BE PROVIDED ON TRUNCATED DOME FEDERAL STANOAF0595C - - FOOTING. EACH SIDE OF DAMP RUNS AND AT EACH SIDE OF RAMP LANDINGS. rv� 0.90"-0.92" 2LOCAL IURLSDICNON. INTERNATIONAL SYMBOL OF ACCESSIBILITY - PROVIDE 'VAN ACCESSIBLE° SIGN WHERE INDICATED ON SITE PLAN. MOUNT SIGN ] ON ADJACENT BUILDING, ON POLE, WELDED TO & BOTARD,ETC.. CONCRETE WHEEL STOP, OR CURB. BOTTOM LANDING, 2%SLOPE IN ANY DIRECTION, W/ SMOOTH TRANSITION, NO 1/2" LIP 112 MAX RAMPUP CONC. SIDEWALK W/ ACCESSIBLE RAMP, SEE SITE PLAN FOR SPECIFIC DETAILS FACE OF CURB ATSTALL TOP OF PAVING TO BE FLUSH WITH TOP OF CURB DETECTABLE WARNING SURFACE DENS' O P' WIDE BW E BORDER W/ DIAGONALS ES' I� WIDE AT 45 DEG. WHITE LETTERING AT IT' HIGH 'NO PARKING' WITHIN ACCESS AISLE o I _ GUARD FAIL AND CURB i I _ INTERNATIONAL SYMBOL _ ED - Eq' 0 EQ OFACCESSIBILITV 36' x36'� HANDRAILATRAMPS S SECTION - A - T F7 Pe 90 50 @CAR SQUARE SYMBOL HORIZONTAL RAILING REQUIRED WHERE TI_ NOTE: 8-0VAN VANACCESSIBLESTALL, LEFTOFACCESSAISLE INTERMEDIATE RAILS WITH A MAXIMUM Ln F EEN INTER - molo;,_III- REFER TO SITE PLAN FOR LOCATIONS. 1ST'-0TO 1T-0 NOTES: O 4 CLEAR NOT MED. FOR RNIS ARE NOT REQUIRED, TYPICAL OBSTRUCTED HIGH FORWARD REACH 'yL='."_!I'FIIL= CONTACT BUILDING DEPARTMEM1. SLOPE OF PARKING STALL AND SIDE AISLE --.. - TOWING ADDRESS AND PHONE NUMBER CURBFLOADING CESEA TOIL RAWINGMUMIDZERO FIGURE 1]6308.2.2 CURB TONAL INCIVILDRAWINGS FOR MIN 4 REACH RANGES 15 sR_Gl.DI-AccesSlewrr.mvG ADDITIONAL INFORMATION. _< SCALE: NONE DETECTABLE WARNINGS s AlE 3/4"=1'°" 11 ACCESSIBLITY PARKING SIGN w/ POST SCALE.3/4"=1'0" 7 ACCESSIBILITY PARKING STALL DETAIL SCALE. vs•'=r-0•' 3 a �� ti O 115,3072 PROTRUDING OBJECTS ,$ OBJECTS WITH FLOORLEADING OUNDMORE ALL HAN PROTRUDE 4INSIES (102 M) MAXOT IMUM THAN BOINCHF5TOT MMIABOVE 11 TRUNCATED DOMES RFACESNNSTLLEDE Er POST ALUMINUM SIGN ZED CENTER LINE OFSTALL THE FINISH FLOOR OR GROUND SHALL PROTRUDE 4IN[HE51302 MM) MAXIMUM HORIZONTALLY INTO THE WARNING SURFACES- INSTALLED ALUMINUM SIGN I]O SQ IN., 0.08" CIRNIATON PANT PER MANUFACTURER STANDARDS THICK) WITH STANDARD WHEELCHAIRACCESSIBLE RPMP WIDTH ADJACENT HA2AgD EXCEPTION: 4'-0° 6'-0° 3'-0' IDENTIFICATION WHEELCHAIR 1 HANDNJLS SHALLBE PERMITTED TO PROTRUDE 4 InINCHES (114 MMI MAXIMUM. MUCCLEARANCE OR BACKGROUND PER CODE BLUE FR" 18' BACKGROUND PER CODE, REFER TO DETAIL RAMPSECTION BACKGROUND: COLOR BLUE SHALL APPROXIMATE IS 15OW Y8 MIN m 3 IN FEDERAL STANDARD 595C CUR. z 2 8.33% 2" ROUND STEEL PIPE MID VISUAL I OOWN SLOPE SETIN CONCRETE 3SMIN WARNING GROOVES) a SYMBOL: COLOR WHITE FIGURE d W/NOBORDERONABLUE CLR. wm 9 AIWWB RDPSOMNGE _ BACKGROUND CURB WI HREFLECIIVESTRIP CURB E 6" STEEL PIPE BOLLARD (FILL WITH POLE NON SHRINK GROUT, ROUND TOP) POLE REVIEWED NOTE:' 6URLINGAMF SLOG DEPARTMENT VERTICAL CLEARANCE CURB CROWN 2%SLOPE IMPChlfkTNI ce STREET FIGURE 118-3W.4 1 CROSSWALK STRIPING NOT REQUIRED BASE@2%SLOPE iy STREET i' 11&M7.3Po-MOUNTEDOMEM 2. CROSSWAL%TNROUGH LEASING PARKING LOT: 36"SQUARE LEVIRVFDB pglF FREESTANDING OBJECTS MOUNTED ON POSTS OR PYLONS SHALL OVEFWPNG CIRCULATION PATHS321NCH (305 STRIPING NOT REQUIRED _ SAM)MAXIMUM WHEN LOCATED 2]INCHES (6B6 MMI MINIMUM AND SO INCHES(2032 MM)MMIMUMABWV E NOTES: FINISH FLOOR OR GROUND. WHERE ASIGN OR OTHER OBSTRUCTION IS MOUNTED BETWEEN POSTSORPYLONS PN3. WALKWAYSLOPE: O r'SOE1. LETTERING, SYMBOL AND BORDER THE CLEAR DISTANCE BETWEEN THE POSTS OR PYLONS 15 GREATERTHAN 12 INCHES 1305 MIN, THELOWESTEDGEOF MUSTNOT EXCEED 2%SLOPE INALL OIRECIIONS. S(E0 PIPE SHALLBE PFFLECTIVE WHITE36"MIN SUCH SIGN OR OBSTRUCTION SHALL BE 2T INCHES 606 MMI MAXIMUM OR 80 INCHES(2032 MMI MINIMUM ABOVE LIARO DETAIL BLUE BACKGROUND. THE INTERNATIONAL ACCESSIBILITY SYMBOL SHALL BE PAINTED ON THE STALL SURFACE IN A CONSPICUOUS CUR. THE FINISH FLOOR OR GROUND. 4. CURBREVE PEACE AND TO BE LEGIBLE FROM THE DRIVE AISLE BY TRAFFIC ENFORCEMENT OFFICIALS. THE SYMBOL SPECIFIED MUST NOT EXCEED 8.33%DOWN SLOPE, AND 2% ABOVE SHALL CONSIST OF A WHITE FIGURE ON A BLUE BACKGROUND. THE BLUE BACKGROUND SHALL 48" MIN CROSS SLOPE. APPROXIMATE F5150901N FEDERAL STANDAF0595C CLR, SIDEWALK OBSTRUCTIONS %ACCESSIBILITY SYMBOL.D W G SCALE 3/8'=I PER CIVIL DRAWINGS NOTE OOMES�IND DETECTABLE CENTER LINE OF STALL PARKING POST W/ BOLLARD SCALE: 3"=r-0" 6 ACCESSIBILITY SYMBOL SCALE: NONE 2 z DETECTABLE WAR ONGS To.wNTERDFz31N.MINO ACCESSIBLE PA E NOTES' 12" 12. MIN 1]. S MAX M 118dO5J5DOOFWAYSWHERE DOORWAYS ARE LOCATED ADIACENTTOA MMPLANDING, MANEUVERING n n 12" WARNINGSURFACES-SPACING CLEARANCES REQUIRED BY SECTIONS 11B-PPLEIA AND 11B401132 SHALL BE PERMITTED TO OVERLAP THE £ MIN n T-1 (1 CENTER - REQUIRED LANDING AREA. DOORS, WHEN FULLY OPEN, SHALL NOT REDUCE THE REQUIRED RAMP LANDING - L'J L'J L`J TO 2.4 IN. MAX. W/ BASETOBASE WIDTH BY MORE THAN 3]NCNB (]6MM.DOORS, IN MY POSITION, SHALL NOT REDUCE THE MINIMUM SPACING 0.651N. MIN. BETWEEN DIMENSION OF ME RAMP LANDING TO LESS THAN 42INCHES (1067 MMI. A wj I I ADJACENT DOMES ON ASQUARE POST- MOUNTED PROTRUDING OBJECTS B N 0 o • • o a N ® GRID. 24' MINCLEARATFXT IRTORDOOR FIGURE II&3p].3 ,. ®®® O 1 MORTAR SETTING BED p ®O O ®®®0 0 • • 18" M IN CLEAR AT INTERIOR DOOR '03 • BEYOND STRIKE EDGE OF A GATE OR A A 0 0 0 a a 0® 0 a 0 a a ❑3 TOOLED VISUAL WARNING 0 0 O O O O O O A O O 0 O O DOOR ON THE SIDE TOWARD GROOVES WHICHITSWINGS. � � 11B-307.40 VERTICAL MINIMUM RS BE VERTICAL LEARANCESRTICAL ALL BE 0•® A a ® ®® a a a 0 ®® ® ®® ®®® a s ® f O CONCRETE PAVING � EO"MIN CLEAR �, IK 60"MIN CLEAR * HIGH.IRS THN80INHES(2032BEIGH WHERE THE VERTICAL CLEARANCE HE LEADING EDGE PROVIDED WHERE THE VERTICAL[LEARANCE IS LESS THAN 801NCHE5 (2032 MM)HIGH. THE LEADING EDGE OF SUCH ®® ®®® ' GUARDRAIL OR BARRIER SHALL BE LOCATED 27 INCHES (Us MM) MAXIMUM ABOVE THE FINISH FLOOR OR GROUND. PLAN U SMOOTH TRANSITION FROM PAVER SUBBASE TO ADJACENT PAVING EXCEPTION: 112 MIN. DOORCLOSEM AND DOORSTOPS SHALL BE PERMITTED TO BE 781NCHES (MILL MMI MINIMUM ABOVE THE FINISH FLOOR ORGROONO. © 90%COMPACIEDSUDGRADE a 3 5 6 ] 1 2 8 4 O BUTTTOINT $- W09V 4- MA% IDf BLACK GPOUTIOINT - In 3 3 _.. 9. O #4x9"LONG DOWELS B"AT 24" #4xBE o o // ".... _v "ALIGN O C. EPDXY SET DOWELS" MIN.IN //-%/, '/( //' CONCRETE STAB - WIEMERGE - = '- 10 PAVING REINFORCEMENT w0 441 PE Ce \ SECTION 10 9 10 m� RAMP LANDING AT DOORWAY PLAN LIMITS OF PROTRUDING OBJECTS �OG O. EQ S L� Q 'ql CAPTOR �i OF von I II' RE5ENVED lloq HANPRQAPPED b VAN ABC SIB LE M NIMUMIONE $2 D a3�dd EQ. ELL „oQ� z - 2" x 2" GALVANIZED 3 w Q 3 STEEL. POST, PAINTED 1. SIGN MATERIAL: SMOOTH, DURABLE,. NON WEATHERING, RECTANGULAR SIGN W/SILK SYMBOL: COLOR WHITE FIGURE ON A SCREEN OR DIE CUT LETTERING AND GRAPHICS BLUE BACKGROUND 2. 2"x2° GALVANIZED POST. WOOD, STEELOR 6. PRE PUNCHED GALVANIZED U-POS ME NOT BACKGROUND: COLOR BLUE SHALL ACCEPTABLE APPROXIMATE FS SSONLNFFD£RAL STANDARO595C S. LOCATED SIGN AT MAIN DRIVEWAY ENTRIES AND VISIBLE FROM IMMEACH STALL OR SPACE (SEE EACH STALL OR SPACE (SEE SITE PLAN) 4. SIGNTOCONFORMTO CURRENTSTATEAND LOCAL CODES AND REGULATIONS 5. SIGNSVMBOL&TFMCOLOR: NOTES: • 11NCH HIGH WHITE LETTERING&SYMBOL FIGURE W/ NO BORDER ON A BLUE 1. PROVIDE INTERNATIONAL SYMBOL BACKGROUND OF ACCESSIBILITY SIGN ON ALL • BACKGROUND COLOR BLUE SHALL EXLERIOREN NCEDOO M APPBEAT MATE F5150" IN FEDERAL LOCATE DONTHEFLUOR PLAN - STANOARD595C O O 2, FINISH AND CONTRAST: PROVIDE SIGN SIZE &MATERIAL: 1]"WIDE x 22"HIGH '�` CONTRASTING COLORS OF ALUMINUM PANEL MOUNTED DIRECTLY TO Z �LL CHARACTERS AGAINST POST OR WALL SURFACE BACKGROUND. SIGNS SHALL BE NONUTARE FINISH. 6. PROVIDE ONE VAN ACCESSIBLE PARKING SIGN PER b VAN ACCESSIBLE PARKING STALL 3. MOUNTING HEIGHT SHALL BE 60" A.F.F. TO CENTER ONE OF THE SIGN. ]. REFER TO SNE PLAN FOR LOCATIONS OFSTALL$ MCATEAi LATCHSIDEOFA SINGLE -LEAF DOQR, AND ON THE 8. FOR UNPROTECTED POST (MOUNTED IN RIGHT SIDE OF A DOUBLE -LEAF BOLLARD) REFER TO DETAILe PANEL, ON THE ADJACENT WALL. FINISH FLOOR G1 D1 4. PROVIDE BACKING AT GLAZING MOUNTING TO AVOID UNSIGHTLY ADHESION CHAT _LET _LEGEND G1.01_DEi_13DWG FIGURE LIB-30I2 %ADS AC ES5181LI1Y51GN AT ENTRANCE DEAD RAMP DETAILS scATE: NONE 17 PROTRUDING OBJECTS SCALE NONE 13 TRUNCATED DOME SECTION s aLe:a'=To" 9 VAN ACCESSIBLE PARKING SIGN SCALE T-VILY 5 sME: NONE 1 xs£B Ap4'\' _` s1u9w4T vuau ^� No. C-M39B Public Storage PI Name PUBLIC STORAG TENANT IMPROVEMENT PrgMALE 1801 ADRIAN RD. BURLINGAME, CA Owner Public Storage, Inc 701 Western Avenue Glendale, CA 91201 SM1MName ACCESSIBILITY DETAILS PAR. MIN, Dawn In. ABOVE By KIP PGRE Rn 20458 I6eEt No. G 1.01 pleLPale. .Re 11 1164071 GENERAL- ELEVATORS SHALL COMPLY WITH SECTION IIB-407 AND WITH ASME AITI. THEY SHALL BE 13B-504 STAIRWAYS 504.1 GENERAL- STAIRS THAT ARE PART OF THE MEANS OF EGRESS IS REQUIRED TO COMPLY 11B-4043.1 CLEAR WIDTH- DOORWAYS SHALL PROVIDE A CLEAR OPENING OF 32 INCHES 013 MM) MINIMUM IN I38-004.2.3 CLEAR WIDTH, DOOR OPENINGS SHALL PROVIDE A CLEAR WIDTH OF 32 INCHES(813 MY) MINIMUM. SIB-44 0.3 RECESSED ORS AND E MANEUVERING CLEARANCES FOR FORWARD ALL BE PASSENGEBELEVATORMCLASSIFIEDBVASMEAIT.I. ELEVATOR OPERATION SHALL BE AUTOMATIC. WITH SECTION IIB-504.2 TREADS AND RISERS -ALL STEPSON A FLIGHT OF STAIRS SHALL HAVE UNIF0RM POWER -ON AND POWER -OFF MERGE. THE MINIMUM CLEAR WIDTH FOR AUTOMATIC DOOR SYSTEMS IN A CLEAR OPENINGS OF DOORWAYS WITH SWINGING DOORS SHALL BE MEASURED BETWEEN THE FACE OF 0.2 WHEN GARS UE ANC$ WAR APPROACH WWI 118407.2.1 CALL CONTROLS - WHERE ELEVATOR CALL BUTTONS OR KEYPADS ARE PROVIDED, THEY SHALL COMPLY RISER HEIGHTS AND UNIFORM TREAD DEPTHS. RISERS SHALL BE 4 INCHES(102 MM) HIGH MINIMUM AND J DOORWAY SHALL PROVIDE A CMR, UNOBSTRUCTED OPENING OF 32 813 MIN I WITH ONE LEAF THE DOOR AND THE STOP, WITH THE DOOR OPEN 90 DEGREES. OPENINGS MORE THAN 24 INCHES(610 DOORWAY, OR WITHIN 24INCHES NC ES(610TION MM) IB THE NCHES LATCH457 IOFTHEUTCH DOORSIDE AY,PROJ TOR. WIN SECTIONS 316407.2.1 AND 11B303.4 INCHES(178 MMI HIGH MAXIMUM. TREADS SHALL BE 11 INCHES(279 MMI DEEP MINIMUM. POSITIONED AT AN ANGLE OF 9C CEGREES FROM ITS CLOSED POSITION. II AM) DEEP SHALL PROVIDE A CLEAR OPENING OF 36 INCHES(914 MM) MINIMUM. THERE SHALL BE NO MORE DOORWAY, OR(203 MM) BEYOND THE FACE LATCH SIOOR, MEASUREDRIOR DOORWAY, PROJECTS THE 11B-0072.1.1 HE(GHT - FALL BURONS AND KEY PADS SHALL BE LOCATED WITHIN ONE OF WE REACH RANGES PROIECNONS INTO WE REQUIRED CLEAR OPENING WIDTH LOWER THAN 34 INHES(BW JAM) MOVE FACEOP OPENS DOIDIRINCHES(203 MM) BEYOND THE FACE OF THE 000R, MEASURED PERPEN01CUlA0. TO THE. SPECIFIED IN SECTION 11B-308, MEASURED TONE CENTERLINE DENY HIGHEST OPERABLE PART. 11B-50,43 OPEN RISERS -OPEN RISERS ARE NOT PERMITTED FACE OFTHE DOOR ORGATE. ]364D42.S MAXIMUM. AXIM M.RAIS HRTHRESHO,DS AND DICHA G DON LEVEL, DOORWAYS PLY WITH THE MY) ND80INRGR(2032 MY) INTO FLOOR ROR GROUND SHALL NOT EXCEED4 13B-0OZ2.1.2512EAND N THE SMPE - CALL BUTTONSSHALL DIMENSION NDSHAAV BE RAISED 1/8INC (SIX BE3/41NS MINUS I32INCHM 1113-504.4 ARENTPER PERMITTED. ACE-STAIRTREAD55XALL COMPLY WITH SECTION IIB-302. CHANGES IN LEVEL 118302 AND 11B DTHRESHOLDS ANDCHANGFSIN LEVEL AT OOORWAYSSXgW COMPLY WITHSERION (e64MMI AND eOINCHES(2032 MMI ABOVE THE FINISH FLOORORGROUNDSXALL NOT EXCEED - P_ LOS MSMALLESTHESURROUNDIGSURFCE.THE I/BINCH(32MM PLUSOTED BY 1/321NCH ARENOTPERMITGS 118-302 AND11B-3O3. INCHES(302 MMI. (.OB MM) ABOVE THE SURROUNDING SURFACE. THE MORONS SHALL BE ACTIVATED BYA 11&504.5 NOSING$ -THE RADIUS OF CURVATURE AT WE LEADING EDGE OF THE TREAD SHALL BE I/Y r p IT MECHANICAL MOTION FORT IS DETECTABLE. INCH(12.7 ARM) MA%IMUM: PICKINGS THAT PROJECT BEYOND RISERS SHILL HAVE THE UNDERSIDE OF THE 3IB-004.2.71)OOR AMC GATE HARDWARE- HANDLES,PUJS, IATHES, LOCKS AND CAREER OPERABLE PARTS ON NN 118"MIN AT INTERIOR 1184107.2.1.5SIGNALS- CALL BUTTONS SHALL HAVE A VISIBLE SIGNALTXAT WILL ACEMATE WHEN EACH CALL IS LEADING EWE CURVED OR MODIFIED. RISERS SHALL BE PERMITTED TO SLOPE UNDER THE TREAD AT AN D nANDWTESSHALLNMRLTW/SEHONIIB-309.4. OPEMBLEPARTSO'SUCHIMRDWRESHAU. z \/ 29"MIN ATEXTERIOR Ci V1 BE 34INCHES (864 MM) MIN. M40441NCHES U118MMI MAX. ABOVE THE FI141SH FLOOR OR GROUND. 32°MIN V REGISTERED AND INATED ITHA HITS EACH CALL TITHE SURFACE OF THE EDITOR, SHALL BE ANGLE OF 30 DEGREES MRY)MAXIFROM UM OVER WETEADBERED PROIECRONOFTHE NOSING SNAIL INTERNALLY AUDIBLE SIGNALS WITH WHITEDAUDIBLE LIGHT THE SHALL OF THE BORON. EXTENOII/21NCHE5 (32 MMIMA%IMUMOVERTHETREADBELOW. AWHERE SLIDING ND USABLEFROOORTHSIDES HEFULLY OPEN POSITIONOPEMTINGHARDWARE SHALL BE EXPOSED -x 1 {hi[ectuF¢+eng pP¢riply 3tB-90>.22] V/SIBLEANDAUNTRANCE TO INDICATE C TEIWHAH AR IS ANSWERING ACALL AND CAR EACH 30°MR AND USABLE FROM BOTH 3IOES. i m£ - I $ HHEAVEL WHERE SIGNALS SME PROVIDED, THEY SHAU. BACALLE FROM THE CARS IIADNSh r� TMEL WMFRE IN{AR SIGNALSREPROVIOED, THEYSHPLL BE VISIBLE FROM WE FLOOR AREA MR ]SB-0042.9DOOR AND ILLOWS OPENING FOFe'T' - THE FO0.CE FOR PUSHING OR PULLING OPEN AOW0.OR GATE SHALL --- mp -- OPC"f.PDRMO,SJTEn 2G�^ ADIACEMTO MEHALL SIGNAL FAILURES BEASFOLLOR HI QR. Z„CB 9,2 'Cr"n „: ' PULL 21SHALL 29 MM MINIMUM W ' COIF\� 31B�40Z2.2.2 VI31BLE5IGNq(5 -VISIBLE SIGNAL FIXTURES SHALL BE CENTERED ATT ES (18 1 1. INTERIOR HINGED DOORS qNp GATE SPOVND51223 NI MAXIMUM \ p MINDABOHIWEBY 21H FLOORINCHES ( GROUND. E. SIGNALS SMALL ELEMENTSLEFROM THE FLOORRINCHES 64 2, SLIDINREQUIRED D FIRE TOWING DOOBSI S POUNDSMOPENING 2 N MAXIMUM ALL MJACENTBY21/21ALLCAL BUTT WIDE. SIGNALS SHALL BE VISIBLE FROM THE FLOOR AREA 3. ADMINISTRATIVE UTHOTHE RI TM TTO EXCEED 15 FORCE ALLOWABLE BYIiIiE APPROPRIATE WI IIIrv6e0000q ADJACENT TO THE HALL CALL BUTTON (A) (e) ADMINISTRATIVE AUTHORIYN, NOT TO E%CEEO 15 POUNDS (66]N). k 2 RADIUSORAULPIEWE pNGI£O RISER (3) PUSH SIDE F F r£ (IYPICALFORALLPROFIIFS) ]IB-0W.2.lO DOORAND FLOOR RGROUNDMEASURED DOOR AND LYSHAM SURFACE WNNIN SURFACES (2INE PUSH a�32-MINA £ ® SIDETHEEMENDING THE ULLVNOM OF HEDOORTORGASH PARTS ATING HORIZONTAL MINE PUSH 12" r .IL-, sEV ARe - +s' 1}("MR 13i"MA% SIDE EMENDING THE FULL SHALL LL OF THE DOOR OR GATE. PARTS CREATING HORIZONTAL OR VERTICAL JOINTS INTHESE SHARP P SURFACES SHAEE G S, MINIES CREATED MM) OF KICKHE HNL'PI SHALL THE OTHER AND I I MIN I £ 2 £ �J BE FREE OFSHARPOgpBRA51VE EDGES.C32"MINCREgTEDBY ADDED KICK PIAYESSHALLOECAPPED. IolSuowe.000e _ - - „HnONUA VN11LI t� MIN l 32" MIN CIA ° in3 ]118PB0 OPENING WIDTH �y 32' MIN VISIBLE HALL SIGNALS +g. DF u41K° FIGURE 116 407.2 z (C) BAN -- 11BCO22.3.1 FLOOR OESIGNATION- FLOON DESIGNATIONS COMPLYING WITH 11B7032 AND IMFGM4.1 SHALL BE CURVED NOSING BEVELED NOSING ACCEi HRUTYSIGN-MUST PRO"DEDON BOTHJAMMOF ELEVATOR HOISIWAY ENPNNCEs. FWOR DESIGNATIONS SHALLBE BE VISIPIY PLACED OUTISDE 10 Fanmcomx (C) PROVIDED IN BOTH RAISED CHARACff0.5 AND DEALT. RAISED CHARACTERS SHALL BE 2 INCHES(51 STAIR NOSINGS SEEDETM# GD01 1/ PUSH SIDE, DOOR HANDED WITH MM) HIGH. A RAISED STAR, PLACED TO THE LEFT OF WE FLOOR DESIGNATION, SHALL BE PROVIDED FIGURE LIB-504.5 -- BOTH CLOSER AND LATCH ON BOTH JAMBS ATTL E MAIN ENTRY LEVEL. WE OUTSIDE DIAMETER OF THE STAR SHALL BE 2 / CLEARANCES WIDTH Of DOORWAYS INCITE (51 MM) ANDALL POINTS SHALL BE OF EQUAL LENGTH. RAISED CHARACTERS, INCLUDING THE 11B.SW.6 HANDRAILS- STAIRSSHALL HAW HANDRAILS COMPLYING WITH SECTION II8-505 - DOOR HARDWARE FIGURE IIBAM.2.3 STAR, SHALLBEWHNEON A SIAIX BACKGROUND. BRAIM COMPLYING WITH SECTION 118-703.3 - s SHALLBE PLACED BELOW THENPESPONDING RAISED CHARACTERS ANDTXESTAR. WE BRAILLE I112-500.7 WET CONTIINONS-STAIRTRFADSAND LFNDINGSSUBIERTO WET CONONIONSSHALL BE DESIGNED TO n 40 TRANSLATION FOR WE STAR SHALL BE "MAIN". APPLIED PLATES ARE ACCEPTABLE IF THEY ARE PREVENT WE ACCUMULATION OF WATER MANEUVERING CLEARANCES AT PERMANENTLY FIXED TO THE JAMB. �_ `�� - /� p p RECESSED DOORS AND GATES ��- 118-5048 FLOORIDENTIFIGTIONS FLOOR IDENTIFICATION SIGNS REQUIRED BY CHAPTER 10, SECTION LOPES £ 0 , - CLEAR WIDTH FOR DOORS O FIGURE 1162 404.43 !!& COMPLYING WITH SECTION 11B-703.1, 11B T03.2, 11B-003 3 AND 118-703.55HALL BE LOCATED ATTHE ¢ IANOING OF EACH FLOOR LEVEL, PLACEDADNCENTTOTHE DOOR ON THE DITCH SIDE, IN AMENCIOSED STAIRWAYS IN BUILDINGSJWOOR MORESTORIES IN HEIGH TO IDEWIHNE FL00R LEVEL ATTHE EXIT 118d04.3.l ORNLARSPACE - THE TURNING SPACESIAI BEASPACE OF 60 INCHES (1524 MI DIAMETER MINIMUM. THESPACE SHALL BE PERMITTEDTO INCLUDE KNEEANDTOE CLEARANCE COMPLYINGWIM DISCHARGE LEVEL, THE SIGN SHALL INCLUDE A RAISED FIE POINTED STAR LOCATfDTOTXE LEFT OFTHE FINISH=LOOR LEVEL SECTION LIB-3U6, 11B-0O4.L6000ESS AND GI IN GATES HALLBE DISTANCE PLUSHINGED WE WIDTH OF DOORS IN IDENTIFYING FLOOR LEVEL. THE OUTSIDE DIAMETER OF WE STAR SHALL DETHE SAME AS THE HEIGHT OF 1 NOTES: ¢ SERIES ANDGATESINO SERIES THE SPACE. BE481NCHE5(1219MMI MINIMUM PLUS THE WIDTH OF DOOR!: OR THE RAISED CHARACTERS L I ! 1. FLOOR AND GROUND SURFACES SHALL BE STABLE, FIRM AND SLIP i 2. CARPET OR CARPE ONE SHALL BE SECURELY ATTACHED AND SHALL HAVEAA FIRM CUSHION, PAD OR BACKING 11B304.3d SQUARET-SHAPEMINIMUM WITH ARMS AND BASE 36 INCHES(914 MMD SPACE - WE TURNING SPACE SHALL BE A T-PHAPED ) WIDE MINIMUMPACE WITHIN A . EACHHARM Of 1524 THE CITIES SWINGING INTOTHE SPACE \� • ££ IIB-SCSI GENERAL- AT RAIMILSPROVIDED COMPLING WIG WALKINGSUR, A COMPLYING WHEN OR NO CUSHION OR PAD. CRPFi ORCARPR TILE SHALL HAVE A LEVEL LOOP, TWEEZED LOOP, LEVEL CUT PILE, T-SHREDSHALLBE CLEAR OF OBSTRUCTIONS 12 INCHES ISM MM) MINIMUM IN EACH DIRECTION AND TT SOUNDS 115 RAMPS COMPLYING WITH SECTION IIB-0OS, AND REQUIRED AT STAIRS COMPLYING WITH u $� SECTION 110-SD9SHALL COMPLY WITH SECTION 11b505. LEVEL POSEDE EDGESINCUT GARAGESTHEREFORE BE FASTEHEIGHT NED LNOR LY SURFACES AND SHALL AVETHAION BELOW. PHEBASEDTOI INCLUDE KNEE ONDTOE IIONS CLEARA CLEAINCHERANCE COMPLYING MM)MINIMUM. SECTION II SPACEI-306O ONLY BE p8••M1N EXPOSED EDGES OFUPEEDGE.CUEFASTGEOTOFLOMPLY WITH CHANGE IN LEVEL FIG AXES BEHE ENTIRE PEREND OF ITHERT ESM DRONE ARM. CLEARANCE COMPLYING WITH SECTION 118-30F ONLY ATTHE 1]B-SECTION 5052 WHERE REQUIRED -HANDMIISSHALL Bf PROVIDED ON BOTH SIDES 0FSTAIRS AND RAMPS. LENGTH OF THE EXPOSED EDGE. CARpETE0GESHALL COMPLY WITH CHANGE IN LEVEL FIGURES BELOW. END Of EITHERTHEBPSE OR ONE ARM. 17 < FLOOR DESIGNATIONS ON lAM85 OF DOMINANT 4:1 ELEVATOR HOISTWAY ENTRANCES 118-5053CONTINUDI HANDRAILS SHALL BE CONTINUOUS WITHIN WE FULL LENGTH OF EACH SPENT OUGHT OR Do V2" DIRECTION OF RAMP RUN. INSIDE HANDRALS ON SWITCHBACK OR DOGLEG STAIRS AND RAMPS SHALL BE CONTINUOUS =RE MR /^�TRAV•EL FIGURE 3IB-007.23.3 BETWEEN RIGHTS OR RUNS ogo \� 60° (a) 338d07.4.1 CAF OIMENSIONS INSIDE DIMENSIONS OF ELEVATOR CARS AND CLEAR WIDTH OF ELEVATOR 000Rs 11B 5054 HEIGHT- TOP OF GRIPPING SURFACES OF HANDRAILS SHALL BE 34 INCHES (964 MM) MINIMUM AND 38 EHzw p r V nnIIp r pnII SHALL COMPLY WITH TABLE SIBAD]4.1 INCHES (965 SURFAE.HANIMRIMUM VERTICALLY SURFACES, STAIR NOSING$, SIMRAMP g6QQ �IIIIIII II�� TMLE1904 a.t SURFACES. W1NDRgI155HALL BE gip CONSISTENT HEIGHT ABOVE WALKING SURFACE, STAIR NO51NG5, £ ia£r Jul u $' MIN- Ff 48"MIN \ ryq CAN 0Q7NAM AND RAMP SURFACES. n Ynnrs mYr,ma CARPET PILE HEIGHT al .w..•r. e.rw mmmmBm mY.I..wm ". �]Oinrl,e eew x�wl5lircM1u wHivcba FIGURE LEE302.2 13inrM Cennvl NODDED) RVRmmI (IHSmmI IIn2�mvl m m T �£ (bl Bih Mim'la. 641vM 511rcka 54 imha _m _ v (MevmeN•U IPl9mm)' UTDmmI fl]95um1 (tlRmm) ELONGATED OPENINGS N FLOOR LN yT A"Y ELBOW f41wgw MPIUM W mam OR GROUND SURFACES U I9I4mmY bnz mml awzmm) (Me min) I�j I� IIB-3W.3qg"MIN I•AWLPNmmy MmA,, ie.6e i, M wi ie. IISdmm1' Ufl/mm1'FIGURE r am.mm n� om.wgmm: ICU.F..ms.re.lrc u.w��.w.awvdo�.m. 'p)SFp1R5 (STRAWS (C) WALKING SURFACES PEA Z< �F T-SHAPED TURNING SPACE �. � Sim xme CALIFORKA BUIL0INO CCaHANDRAIL HEIGHT 2 ml e „minglw FIGURE 33 B-30433 Sol, MIN 68"MIN FIGURE II&505.4 Public vsspss aEARANrF- CLEARANCE BETWEEN HANDRAIL GRIPPING SURFACES AND ADJACENT SURFACES SHALL BE VERTICAL CHANGE IN LEVEL BEVELED CHANGE IN LEVEL DOORS IN SERIES &GATE IN SERIES 11nINCHES (38 MM)MINIMUM. HANDRAILS MAY BE LOCATED IN A RECESS IF WE RECESS IS 3 FIGURE316303.2 FIGURE IIB-301 11BT3052 FLOOR OR GROUND SURFACES- FLOOR OR GROUND SURFACES OF A CLEAR FLOOR OR GROUND SPACE FIGURE 11B4311.26I Storage ITHE HANDRAIL. HELPS (76 MM) MAXIMUM DEEP AND 18 INCHES(457 MM) MINIMUM CLEAR ABOVE THETOP OF FLOOR OR GROUND SURFACES& CHANGES IN LEVEL SHALL COMPLYWITH SECTION 119-305. FIGURE 11B302.2 / 11B-302 3/ SIB 30111B-303.3. 118-305.3 FLOOR OR GROUND SURFACES - THE CLEAR FLOOR OR GROUNDSPACES SHALL BE 30INCHES (762 MM) z z COPY' FEW MINIMUM BY AS INCHES (1219 MM) MINIMUM. ' s -II/P lug"MIN I V2' 11/2"MIN CLEAR DOOR WIDTH & FLOOR CHANGES SCALE NONE 11 DOORS IN SERIES &GATES IN SERIES Nezm6 ue-0a z4 3 PENISme THE ADA STATED THAT THE ROLL UP DOORS THEMSELVES DO NOT 48✓ 11BA02.2 COMPONENTS - ACCESSIBLE ROUFES SHALL CONSIST OF ONE OR MORE OF THE FOLLOWING COMPONENTS: PUBLICSTORAGE� m / HAVE ADAGUIDE S HOWEVER I HEIR INSTALLATION AND CERTAIN MIN WALKING SURFACES WITH A RUNNING SLOPE NOT STEEPER THAN 120, DOORWAYS, RAMPS, CURB NAMES FLUSH HEADER PgNE PAINT GLOSSY "•` - u•LL•' COMPONEN6MAYBESUBJECiiO CERTAIN REQUIREMENTS. 4 EXCLUDING THE FLARED SIDES, LEI£VAiOgSAND PLATFORM LIFTS. ALL COMPONENTS 0FAN gttE551BLE YE £ _ j WHIR ROUTE SHALL COMPLY WITH E APPLICABLE REQUIREMENTS OF DIVISION 4. TENANT - g£ / UNT NUMBER PLAQUE IMPROVEMENT AVERY! 36"MIN ° ° C 118-003.35LOPE- THE RUNNING SLOPE OFWAIXING SURFACES SHALL NOTBESIEEPER THAN 1:20, THE CROSS SLOPE /� LINE OF ROOF OR FLOOR DECK a £ OF WALKING SURFACES SHALL NOT BE STEEPER THAN 148. (A) CENTERED DOOR (8) 51DE(OFF-CENTERED) DOOR .OPEN L L 54° MIN 1IB-4035CLEARANCES - WITHIN EMPLOYEE WORK AREAS, CLEARANCES ON COMMON USE CIRCULATION PATHS HANDRAIL HANDRAIL £ SHALLSEPERMITTEDTO BE DECREASED BY WORK AREA EQUIPMENT PROVIDED THAT THE DECREASEIS _ pCCE551B1uTY51GN-Musa BE VISIBLY CLEAR FLOOR OR GROUND SPACE ESSENBALTOTHE FUNCTION OFTHE WORK BEING PERFORMED. 11/4• 11/4° PIACEDOWSIDETHE UNIT-SEEDRAIL FIGURE 11B305.3 EXCEPTIONS: 60"MIN 11/2"MIN-11/2'11/2"MIN ~ -I'ma 11/2"CL0. rOPEN 1 THE CLEAR WIDTH SHALL BE PERMITTEDTO BE REDUCED TO 32 INCHES(813 MM) MINIMUM FORA i 11/2"IOD1 q BEdd i M ££ %nw GRAB BAR GRAB BAR HANDRAIL mM HANDRAIL CLEARANCE 36" MIN SW MIN FIGUREII11-505.5 (C) ANY DOOR LOCATION (0) ANY DOOR LOCATION 116,505.6 GRIPPING SURFACE- HANDRAIL GRIPPING SURFACES SHALL BE CONTINUOUS ALONG THEIR LENGTH AND SHALL NOT BE OBSTRUCTED ALONG THEIR TOPS OR SIDES. THE BOTTOMS OF HANORAR. IPING ELEVATOR CAR DIMENSIONS SURFACES SHALL NOT BE OBSTRUCTED FOR MORE THAN 20 PERCENT OF THEIR LENGTH. W HERE PROVIDED, FIGURESIB-007.4.1 HORIZONTAL PROJECTIONS SHALL OCCUR I I/2INCHES (BE MAD MINIMUM BELOW THE BOTTOM OF THE HANDRAIL GRIPPING SURFACE. 118 4074.Z1.3 SYMBOLS - THE CONTROL BUTTON FOR WE EMERGENCY STOP, ALARM, DOOR OPEN, DOOR CLOSE, MAINENTRYFLOOR ANDPHONE SHALL BE IDENTIFIED WITH RAISED SYMBOLS AND BRAILLE AS 13850571CIRCULARCROMSECION- HANDRAIL GRIPPING SURFACES WITH A CIRCULAR CROSS SECTION SHALL LENGTH OF 24 INCHES I610 MM) MAXIMUM PROVIDED THAT REDUCED WIDTH SEGMENTS ARE SEPARATED BY SEGMENTS THAT ARE 48INCHES (1219 MM) LONG MINIMUM AND 36 INCHES (914 MM) WIOEMINIMUM. 1181 POSDION- UNLESS OTHERWISE SPECIFIED, CLEAR FLOOR OR GROUND SPACE SHALL BE POSn10NED FOR 2. WE CLEAN WIDTH FOR WALKING SURFACES IN CORRIDORS SERVING AN OCNPAW LOAD OF 100R EITHER FORWARD OR PARALLEL APPROACH TO AN ELEMENT. MORE SHALL BE 44INCHES (1118 NOR MINIMUM. 3. THE CLEAR WIDTH FOR SIDEWALKS AND WALKS SHALL BE 48 INCHES (1219 MM) MINIMUM. WHEN, Pm1em AEtlress BECAUSE OF RIGHT-OF-WAY RESTRICTIONS, NATURAL BARRIERS OR OTHER EXISTING CONDITIONS, 1801 ADRIAN RD. THE ENFORCING AGENCY DETERMINES WALL COMPLIANCE WIN THE 48-INCH (1219 MM) CLEAR _ _ _ _ _ SIDEWALK WIDTH WOULD CREATE AN UNREASONABLE HARDSHIP, THE CLEAR WIDTH MAY BE BU RLINGAME, CA REDUCED TO 36 INCHES 1914 MMI. -Z 4. THE CLEAR WIDTH FOR AISLES SHALL BE 36 INCHES(914 MM) MINIMUM IF SERVING ELEMENTS ON ^� £ ONLY ONE SIDE, AND 44INCHES (1118 MM) MINIMUM IF SERVING ELEMENTS ON BOTH SIDES. 0`""er p £ _ _ 5 THE CLEAARR W INCHES MM) EXCEPT FOR DDDIDTH FOR ACCESSIBLE ROUTES TO ACCESSIBLE TOILET COMPARTMENTS SHALL BE 44 WU Public 5torae Inc. NING WIDTHS AND DOOR SWINGS,Z If p r _ ___M701 Western Avenue ,y-,k Glendale, CA 91201 IN L MIN J INen,wuu MAX MEIN MR Ixwawnm NO. REVISION DATE POSITION OF CLEAR FLOOR OR GROUND SPACE z = 90%PROGRESS & 05/22/2020 ° 2 - C"SUBMIITAL snowry IN TABLE Si64o7.4.].1.3 FIGURE 11B-305.5 ^ £ -i`rn i M F ^ E REVIEWE HAVE AN OUTSIDE DIAMETER OF 1114INCHES (32 MM) MINIMUM AND 21NCHES (51 MMI MAXIMUM. SLIDING BOLT FOR PADLOCK 1st PC Resubmittal 10/OS/2(120 TABLE MIND na BURLINGAME BIOCIDE RT ¢EYpTOR CprtgOLeUFFON1UENllf)CATOX 118-5057.2 N0N-pRCULAR CROSSSERIONS - HANDRAIL GRIPPING SURFACES WITH A NON-ORCUTAR CROSS SECTION GRASPABLE HANDLE SHALL XAEA PERIMETER DIMENSION OF 41NCHE5 302 MM) MINIMUM AND 6114INCHES LESS MM) w"am b+FYYanP Em"mmNWm ® : sT'CPA. ne Cgia am A" Fa:oar Dw.wm �. r.• C°I Mrm-< L -Y. Des &LA F,m Fhw CM Xw r� wg aiCeFa E ( LOOPTYPE NYLON PULLTHATA FIST CLEAR WIDTH OF AN ACCESSIBLE ROUTE - MAXIMUM, AND ACROSS -SECTION DIMENSION DF 2 3/41NCHEs (9 MM) MAXIMUM. CAN WE I WO aMDD m„ / \ i-'- ROLL -UP DOOR, CLOSED 118-30571 FORWARD APPROACH- ALCOVES SHALL 0E PC INCHES J914 MM) WIDE MINIMUM WHERE THE DEPTH FIGURE 116403.5.1 PEVIEENTI CA 4"-61/4" �\ EXCEEDS 24 INCHEs(6IDMM). F+ 1 vERIMETER�/�\ EXTERIOR DOOR PULL REQUIREMENTS 2e MR I 31BL03.5.2 CLFARWHOM LEMENTATTORN WHICH IS WHERE WE ACCESSIBLE STIMESROUTE MRES A 180 WIDE,CLEAR IDNSRNRDUNOAN S1B-00429 DOOR AND GATE OPENING FORCE - ACWPL ROLL UP DOOR COIL PRESSURE RAISE UP AND PULL DOWN 771: ELEMENT WNICMSLESS THAACHI AS ING THE TU19MMI CHES(1219 M)MINIMUHALL B AT THE HB PRESSURE/WEIGWTO NOTED EXCEED S LBS AT EXTERIOR D00G- 5 LIM MRIMUM PRESSURE AS IT AND42INMINIMUM M)MINIMUM LEAVINN481NCHEs (1219MMI MINIMUM AT THENflN � PERTAINS iO THE CONTINUOUS APPLICATION OF FORCE NECESSARY TO FULLY OPEN A D00R, NOT THE z AN0411NCHES hOfi]MMI MINIMUM LEAVING THETURR (a) (b) INITIAL FORCE NEEDED TO OVERCOME THE INERTIAOF THE D00R. OPTIONALLY OPERABLE ELECTRIC ,e., � EXCEPTIONS: DOORS CAN BE PROVIDED: OPERABLE PARR SHALL BE OPERABLE WITH ONE HAND AND SW)LL NOT 1. WHERE WE CLEAR WIDTH AT THE TURN IS 60 INCHES(1524 MM) MINIMUM COMPLIANCE HANDRAIL NON -CIRCULAR CROSS SECTION REQUIRE TIGER GRASPING, PINCHING OR MM1SIMG OF WE VAI THE FORCE REQUIRED i0 ARIVgTE WITH SECTION IIB-W35.2SHAM NOT BE REQUIRED. FIGURE IIB-505.7.2 OPERABLE PARTS SHALL BE 5 FEES. 116-50510.2 TOP EXTENSION ATSTAIRS - AT THE TOP OF ASTAIR FLIGHT, HANDRAILS SHALL EXTEND HORIZONTALLY ABOVE THE FINDING FOR 12 INCHES(305 ON) MINIMUM BEGINNING DIRECTLY ABOVE THE FIRST RISER OPEN OPEN NOSING. E%IENSIONS SHALL RETURN TO A WALL, GIRD, OR THE FUNDING SURFACE, OR SHALL BE 36 z CONTINUOUS TO THE HANDRAIL OF AN ADJACENT STAIR FLIGHT. �OPENJ MIN z 4 Fw MIFCutvgNp BUD1Mp COce 11G505.10.3 BOTTOM EMENSIONATSTAI85- AT THE BOTTOM OF A STAIR EIGHT, HANDRAILS SHALL EXTEND ATTHE 11B-0O74.3 PLATFORM TO HOISTRAY CLEARANCE - THE CLEARANCE BETWEEN THE CAR PLATFORM SILL AND THE SLOPE OF THE STAIR FLIGHT FOR A HORIZONTAL DISTANCE AT LEAST EQUAL TOONE TREAD DEPTH BEYOND STAGE OF ANY HOISIWAY FINDING SHALL BE I I/4INCH (32 MM) MAXIMUM THE CAST RISER NOSING. THE HORIZONTAL EXTENSION OF A HANDRAIL SHALL BE 12INCITE U S NJ 0 MANEUVERING CLEARANCE IN AN ALCOVE, LONG MINIMUM AND HEIGHT EQUAL TO THAT OF THE SLOPING PORTION OF THE HRDRNLFS FORWARD APPROACH MEASURED ABOVE THE STAIR NOSING$. EXTENSION $HALF RETURN i0 A WALL. GUARD, OR IHE IANOING 11840].4.4 1EVEUNING AND CARSHALL BE CAR AT OR LAN DINGES HEARING ATOLLHISPANAN ET WIFEAUTOMATICALLYFIGURE 11B305.].1 sM1ntxame BRING AND MAINTAINTHECAR AT FLOORIANDINGS WITHIN AT01£RANCE OF l/21NCH (13]MM) SURFACE, OR SHALL BECOWINUDUSTOTNE HPNDRAILOFPN ADJACENT STAIR FLIGHT. g• III �11 ion UNDER RATED LOADING TO ZERO LOADING CONDITIONS 118-3057.2 PARALLEL APPROACH- ALCOVES SHALL BE 60 INCHES(1524 MM) WIDE MINIMUM WHERE WE DEPTH((` C'p�/PROVIDE SE[ONDSET OF HANDRAILS Ai 24' -- - E%CEEOS 151NCHE5 (301 RAM)ACCESSIBILITY 11H-40JA.S ILLUMINATION THE LEVEL OF ILLUMINATION AT THE CAR CONTROLS, PLATFORM, CAR THRESHOLD AND A,FF WHEN CHILDREN ARE PRIMARY USERS- CARLANDINGSILLSHALLBESFOOTCANDLFS(54 LUX) MINIMUM. •m I- Had' 118-0OZ4.6ELEVATORCARCOWROLS- REFER TO DETAIL If1ZAA01, WHERE PROVIDED ELEVATOR CAR CONTROL VISUAL WARNING STRIPS SHALL BE 2" 12'.a%MIN' MI m £i MIN 'A8 MIN. MIN M MIN DETAILS SHALL COMPLY WITH SEHON II13407.4.6 AND 1I6-309,4 MIN. WIDTH AND INSTALLED V MR. - TOP --- FROM EDGE Of THE TOP AND BOTTOM 12" LANDING J FS .r (p( (B) 118-4014].3 BUTTON NEE- CAR CONTROL BU70NS SHALL COMPLY WITH SECTION 11B407471. CONTROL TREADS OF INTERIOR STAIRS, AND ON - _ $LL �" 0 •�£ 180 DEGREE TURN 180 DEGREE TURN a BUTTONS SHALL BEIDENTIFIED BY RAISED CHARACTERS OR SYMBOLS, WHITE ON BLACK ALL TREADS OF EXTERIOR STAIRS. e¢ (EXCEPTION) GA. GAL.: IS BACKGROUND, COMPLYING WITH SECTION II8ID3.2 AND BRAILLE COMPLYING WIN SECTION ❑ 11" IN.T CLEAR WIDTH AT TURN Wawa BY, IN, DD 11B-703.3. - awimi 5V or FIGURE 11B403.52 316407.48CAR POSInON INOICATOFS-VISIBLE INDICATORS SHALL COMPLY WITH SECTION II8407.4.8.1 = £ 60" OP Prolms rvo. m BOTTOM - ,Tp 118-00]A.8.L35QE-HAPUCTERSSHgLL0E 1/21NCH (32.]MM) HIGH MINIMUM IANDJNG TO=OJECTSAIRPLAREFER ROLL -UP WOR, OPEN FROM INSIDE MIN 118403.5.3 PARINROVIDES-ANACCESSIS A ROUTEWINF CLEAR FEET WIDTH LESS MAR N 60MAXI UM.PSSINCHES (1524 SPACESSHALL 2DYJO iOPROSIS DETAILS PLANS, PROVIDE PARSING SPACES AT INCHES(150FMMO MINIMUM BY ED MAXIMUM. PMM)MNIMU YJOO I1BMJ.4.8.2.2 SIGNALiCEEL- DD VERBALANNUNCIATORNUNOATNNSHAM BE 10OBMINIMUM MOVE AMBIENT, DEBT SHALL SECTIONS&DETAILS CAN FIT IENYLON PULLTHITAFIST MANEUVERING CLEARANCE INH ALCOVE, SHALL BEEDHER:AIN ACTIOINHFSNG SURFACES MM)MINIMUMBY 60MCHFS(1529CECMINIMUM; NOTE%GEED 800B, MEASURED ATTHE ANNUNCIITOR. CAN FITIWO PARALLEL APPROACH WI H SECTIOSERIO04.2.2 HERE WE BASEANDARMS TIDING AT-SHT-SHAPED SPACES EXTEND 9 elreeL No. HANDRAIL EXTENSION AT STAIRS WITH SECTION M) MINIMUM WHERE THE HE INTER ECTIOOFTHET-SHPPEOSPACES EXTEND 48 ISBAO].4.8.2.3 FREQUENC/ - THE VERBAL ANNUNCIATOR SHALL HAVE A FREQUENCY OF 3W III MINIMUM T03000 FIGUREIIB-505.10 BOTTOM BAR PULL REQUIREMENTS FIGURE I1B305J.2 INCHES (1219 MM) MINIMUM BEYONOTHE INTERSECTION. HE MAXIMUM. ELEVATOR DETAILS SCALE: NONE 17 STAIRWAY AND HANDRAILS - DETAILS SCAL6NONE 13 STORAGE ROLL -UP DOOR SCALE: NONE 9 MANEUVERING CLEARANCES 7 ACCESSIBLE ROUTES 1 D=D30O ARE REQUIRED, EITHER ONE SIGN WITH BOTH VISUAL AND CREOLE CHAMUERS.OR TWO SEPARATE : ME REQUIRED, EITHER -ONE SIGN WITH BOTH VISUAL AND TACTILE CHARACTERS, OR TWO SEPARATE SIGNS, ONE WITH VISUAL, AND ONE WITH TACDLE CHARACTERS, SHALL BE PROVIDED. I I SIGNS, ONE WITH VISUAL, AND ONE WITH TACTILE CHARACTERS, SHALL BE PROVIDED. ]IB-7032 RAISED CHARACTERS - RAISED CHARACTERS SHALL COMPLY WITH SECTION 1113,703T AND SHALL BE, 1 113-70341 HEIGHTMOVE FINISH FLOOR OR GROUND. -TACTILE CHARACRR50N SIGNS SHALL BE LOCATED 48 DUPLICAIED IN BRAILLE COMPLYING WITH SECTION 1I1-703.3. RAISED CHARACTERS SHALL BE INSTALLED INCHES(1219 NAM) VIM ABOVE FINISH FLOOR OF GROUND SURFACE, MEASURED FROM THE BASELINE OF IN ACCORDANCE WITH SECTION 118J03.4. THE OF THE LOWEST BRAILLE CELLS AND 60INCHES (1524 MM) MAX. ABOVE THE FINISH FLOOR OR GROUND SURFACES, MEASURED FROM THE BASELINE OF THE HIGHEST LINE OF RAISED CHARACTERS. 1113 AQZT DEPTH - iRAISED CHARACTERS SHALLBE 1/32INCH JET MM) MINIMUM ABOVE THEIR BACKGROUND. 11B- PEAT .2.6 TORETAND BATHING FACILITIES GEOMETRICSYMBOL9- GEOMETRIC SYMBOLS AT ENTRANCE TO TOILET ILUE76P 2CASE- CHARACTERS SHALL BE UPPERCASE. AND MINING ROOMS SHALL BE MOUNTED AT 59 INCHES(1473 MM) MINIMUM AND 60 INCHES(1524 1! MM MAXIMUM ABOVE FIN5D HFLUOR OR GROUND SURFACE ME RM FROM THE CENTERLINE OF ) 11H-AJ3235T1'IF-CHARACTERS SHALL BE SONS SERIF. CHARACTERS SHALL NOT BE ITALIC, OBLIQUE, SCRIPT, HIGHLY THE SVM804 WHERBq DOOR IS IDED THE SYMBOL SHAM BE MOUNTED WITHIN C INCH L25MM) OF DECORATIVE, OR OF OTHER UNUSUALFORMS. THE VERTICAL CENTERNNE OFTHE TNE DODOOR. 118-2032.5 CHARACTER HEIGHT- CHARACTER HEIGHT MEASURED VERTICALLY FROM THE BASELINE OF THE EXCEPTION: MACH E CHARACTERS FOR ELEVATOR CAR ON HIM IS SHALL NOT BE REQUIRED TO COMPLY CHARACTER SHALL BE 5/9 INCH (15.9 MM) MINIMUM AND 2 INCHES(51 NET MAXIMUM BASED ON THE WITH SECTION 1116 A.1. HEIGHT OF THE UPPERCASE LETTER 1". IS HEIGHT OF RAISED CHARACTERS FIGURE111U70325 JIB HE 32 POSmON : BRAILLE SHALLBE POSRIONED BELOW THE CORRESPONDING TEXT IN A HORIZONTAL FORMAT, \ FLASH US OR CENTERED. IF TENT IS MULTI LINED. BRAILIESHALLBE PLACED BELOWME ENTIRE FLAT. DIAMOND I / SEPAMMD 3/9 IRS ADD 1/2PIATf (1AISEDBMAXIMUM FROM ANY LLE INCFROM MAYBE \ TICSCHRACTERSINCH OTHHALLBE AND 3B INCH TIES ARM) MINIMUM FROM RAISER BORDERSAND DUSIMHTIESAM)MINIMUM TV HOR PLATEJ : \ DECOAIB ELEMENTS. DECORATI\'E ELEMENTS. pT INFERIOR AT 31fi INCH 4,8 / I BRAILLE PROVIDED ONELEVATORDIRECTLY SAM)MIOIV SHALL BE WCATFOOIRERLV BELOW THECORRE5PON01NG RAISED SAM) ) BELOW THE CORRESPONDING R OR CHARACTERS OR SVM806. CENTER, LINE OF SIGN \ ALL BE NO - TACTILE CHARACTERSOOUND 11H-703.4.I HEIGHTABOVEFINISHM)MINIMU MOVETOR (1219 FINISH FLOOR SUIGNS ACE, ND SURFACE, MEASURED FROM4HE MEASURED FROM C WITHIN It CENTERLINE OF \ BMABOVELLS MM RESIDUE (1524N EOFTHM LOWEST AND 60 ORGROUND THE LOWE4BMRED DOOR AT \ MISSILE OF T4 HEST LINE OF MISETHEFINISH CTERS.OR OR GROUND SURFACE, MEASURER FROM THE BASELINE OF THE HIGHEST LINE OF RAISER CHARACTERS. FROM EITHER SIDE \ EXERTION: CHARACTERS FOR ELEVATOR CAR CONTROLS SHALL NOT BE REQUIRED TO COMPLY \ WITH SECTION 31BT03.AY NIFLLLE3.4.1. HEIGHTLMERIN2" _ __ _ _ _ _ _UNISEX S/8"MIN. N.T02"MAMAX. TO LETTERING RAISED- q Af�EAOF 1/32"UPPERCASE ��� �I II I "nuloREpS,.,.� HEIGHT OF CHARACTERS ABOVE FINISH FLOOR OR GROUND FIGURE 113 703.4.1 I NISEX X1PwPoUPPr.,ne .Jdr III I.' V. 1.111 I'll IV.. I V.VnI HVIF - 1 .1 rim 1. 11m1. 1 norro nc.vau,VncvIII i n n..w. V. SPACE BETWEEN THE GRAB BAR AND PROTECTING OBJECTS BELOW AND AT THE ENDS SHALL BE II/2 PARTRION TO THE HEAR AND TO ONE SIDE. ME CENTERLINE OF ME WATER CLOSET SHALL BE 17INCHES INCHES(38 SAM)MINIMUM. THE SPACE BETWEEN THE GRAB BAR AND PROJECTING OBJECTS ABOVE SHALL (432 MM) MINIMUM TO 18 INCHES (457 MM) MAXIMUM FROM THE SIDE WALL OR PARFRION,EXCEPT HE 12 INCHES (305 MM) MINIMUM. THAT THE WATER CLOSET SHALLBE I7INCHES (432 MM) MINIMUM AND 19INCHES (483 MM) MAXIMUM FROM THE SIDE WALL OR PARTITION IN THE AMBULATORY ACCESSIBLE TOILET COMPARTMENT SPELL IEO JIB IDEA POSITION OF GRAB BARS- GRAB BARS SHALL BE INSTALLED IN A HORIZONTAL POSITION, 331NCH ES(838 IN SECTION 118-604.8.2. WATER CLOSETS SHALL BE ARRANGED FOR A LEH-HAND OR RIGHT-HAND (AM) MINIMUM AND 36 INCHES(914 MM) MAKING M ABOVE TH E FINISH FLOOR MEASURED TO THE TOP APPROACH. 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 (457 MM) MINIMUM AND 27 INCHES (ADS MARMAXIMUM ABOVE THE FINISH FLUOR MEASURED TO THE TOP OF THE ........_,...___ GRIPPING SURFACE. THE HEIGHT OF THE LOWER GRAB BAR ON THE BACK WALL OF BATHTUB SHALL ETMIMY WFFH SECFpN 11Bf RITA OR 318-E07.43.1. 11B£ro3 SURFACE HAZARDS - GRABBARS AND ANY WALL OR OTHER SURFACES ADJACENT TO GRAB BARS SHALL BE FREE OF SHARP OR ABRASIVE ELEMENTS AND SHALL HAVE ROUNDED EDGES 13/2' IY2' 11B6096 F17INGS GRAD BARS SHALL NOT ROTATE WITHIN THEIR FITTINGS. FLUSH ACTIVATOR ON WIDE SIDE Ii D. MIN CIFARANCE liIiiIIIIIIIIIIImm 11Hfi0.97 INSTALLATION - GRAB BBEINSTAILLEDINARSSNALL p pPRMIDESAGRIANY ""321-MIN i 1PROVIOESAGflIPPING SURFAC ATT SURFACEATTHF;4 SPECIFIED LOCATIONS AND THAT DOES DOOR PERMIT TIED TO PC IC NOT OBSTRUCT THE REQUIRED CLEAR SWING OVER HATCHED FLOOR SPACE. PORTION OF MANEUVERING SPACE Ei 11B-6098 STRUCEURAL STRENGTHALLOWABLE i STRESSES SHALL NOT BE in in 0 in nor IF, 0 mEXCEEDED FOR MATERIALS USED WHENA SIZE OF CLEARANCE ATWATER CLOSETS VERTICAL OR HORIZONTAL FORCE OF 250 MIN CU POUNDS(1112 NI I5 APPLIED AT ANY OVERLAP OF WATER CLOSET CLEARANCE FIGURE IIB-6043a POINT ON THE GRAB BAR FASTENER, IN RESIDENTIAL DWELLING UNITS MOUNTING DEVICE, OR SUPPORTING (A) (B) STRUCTURE. FIGURE 11Bb .3.2(EXCEPNON) PROTECTING OBJECTS RECESSED OBJECTS SPACING OF GRAB BARS I' FIGURE 11BTo NOT USED SCALE: NONE 12 SPACING OF GRAB BARS I SCALE: NONE g WATER CLOSET CLEARANCE SCALE: NONE 4 11B-Z0342 LOCATION- WHERE A TACTILE SIGN 15 PROVIDED AT A DOOR, THE SIGN SHALL BE LOCATED ALONGSIDE THE DOOR AT THE LATCH SIDE. IVNERE A TACTILE SIGN IS PROVIDED AT DOUBLE DOORS WITH ONE ACTIVE LEAF, THE SIGN SHALL BE LOCATED ON THE INACME LEAF. WHERE A TACTILE SIGN IS PROVIDED AT 118d 2415WINGINGDOOOMOGA ,SWINGIN DOUBLE DOORS WRH T GO VE LEAFS, THE SIGN SHALLBE LOGnOTO THE RIGHT OFTHE RIGHTHAND COMPLYING WITH TABLE318AOf.20.1 DOOR. WHERE THERE IS NO WAELSPACE AT THE CATCH SIDE OF A SINGLE DOOR OR ATONE RIGHT SIDE OF DOUBLE DOORS, SIGNS SHALL BE LOCATED ON THE NEAREST ADJACENT WALL. SIGNS CONTAINING TACTILE I CHARACTERS SHALL BE LOCATED 50 THAT A CLEAR FLOOR SPACE OF 18 INCHES 457 MM MINIMUM BY 18 INCHES 437MM No CLNdEREO ON THE TACTILE CHARACTERS IS PROVIDED BEYOND THE ARC OF ANY DOOR SWING BETWEEN THE CLOSED POSITION AND 45 DEGREE OPEN POSITION. PAR WHAT INTERIOR ICI FROM ADED W/ BOTH CLOSER 24 MIN AT EXTERIOR ODDP PPOVIDEDW BOTH CLOSER I _ LET FRONT APPROACH, PUSH SIDE gN01ATCH I FEE I J as F SIR MI LOCATION OF FIGURE 118 7 SIGNS 7DOORN\ FIGURE 318-T03.42 18" CENTEREDON TAR Lf _ CHARACTERS MIN (q ROMAPPROACH, PULLSIDE 11B-703.55 CHARACTER HEIGHT - MINIMUM CHARACTER HEIGHT SHALL COMPLY WITH TABLE 11B703.55. VIEWING IIC-I DISTANCE SHALL BE MEASURED AS THE HORIZONTAL DISTANCE BETWEEN THE CHARACTER AND AN �P OBSTRUCTION PREVENTING FURTHER APPROACH TOWARDSTHE SIGN. CHARACTER HEIGHT SHALL BE BASED ON THE UPPERCASE LETTER 1'" TABLE � tlMIx�MCKMMLPEN00P9n� XW¢UTYN6m.pomwx¢ NIWWCxMMNImrt ka Am72ii I Ix29 III S. mh (I19 coin) 40 W.IIes(1016 ) to Do Ann ve9unln A hate 1028 1 RnWn(IA$4 nn) Frvry -h(D9moDI /1 1 ) bx FERA mma,it,iiN aw,W"no (Ingmm1 Greav Jm rolnJ (I 77Y Ron) Iw ONE I AINow lf,572 mm) 2 MIND 11 ming 2mhPI mini l'I S. 1Ul ono Pont Lod in lva Blanco IRYUNa13UIXmm1 py irNn lgsTTmMentl yad (YA nw)aNn 5N nn Mvn IMm (ON mm) Ica cox ll Re(MN mini 51n0C.g76 mini 11 Na 1MW mmIW �m 3Imo IRA mink. ED, V,lcfi ll 1 p fin puxvJm 120'Whv 11WF mm) GIN mini a+ wi 41%x,a 21 Ra(RAW am) TACTILE SIGNS SCALE: NONE 19 ACCESSIBILITY TOILET ROOM SIGNAGE SCALE: NONE 13 LOCATION OF TACTILE SIGNS 1 FLOOR IDENTIFICATION - FLOOR IDENTIFICATION SIGNS REQUIRED SHALL BE LOCATED ATTHE LANDING OF EACH FLOOR 118-502.2 CLEAR FLOORSPACE - UNITS SHALL HAVE A CLEAR FLOOR OR GROUND SPACE COMPLYING WITH SECTION LEVEL, PLACED ADIACENTTOTHE DOOR ON THE CATCH SIDE, IN ALL ENCLOSED STAIRWAYS IN BUILDINGS 11B-305 POSITIONED FOR A FORWARD APPROACH AND CENTERED ON THE UNIT. KNEE AND TOE TWO OR MORE STORIES IN HEIGHT TO IDENTIFYTHE FLOOR LEVEL CLEARANCE COMPLYING WITH SECTION 11B-306 SHALL BE PROVIDED. EXCEPTION: A PARALLEL APPROACH COMPLYING WITH SECTION 1I12-305 SHALL BE PERMITTED CALIFORNN ONLY: AT THE EXIT DISCHARGE LEVEL. THE SIGN SHALL INCLUDE RAISED FIVE POINTED STAR LOCATED TO AT UNITS FOR CHI ➢REN'S USE WHERE THE SPOUT 1530 INCHES (762 NAM) MAXIMUM ABOVE THE LEFT OF THE IDEMIMNG FLOOR LEVEL. THE OUTSIDE DIAMETER OF THE STAR SHALL BE ME SAME AS THE FINISH FLOOR OR GROUND AND IS 3S INCHES (AS MM) MAXIMUM FROM THE FROM EDGE THE HEIGHT OFTHE RAISED CHARACTERS % 0 OF THE UNIT, INCLUDING BUMPERS. 12" MIN = 12" MIN 2 118602.30PEflABLE PAUrs - OPERABLE PARTS SHALL COMPLY WITH INTERNATIONAL INTERNATIONAL BE ACTIVATED BV A MANUALLY OPERATED SYSTEM THAT I6RONT MOUNTED OR SIDE MOUNION 1111-309. THE FLOW OF WATER TED SYMBOLOFACCESS SYMBOL OF UNISEX AND LOCATED WITHIN 6 INCHES(152 MM) OF THE FRONT EDGE OF THE FOUNTAIN OR AN NO *FLOOR FLOORS 1 STAIRWELL IDENTIFICATION SIGN STAIRWAY IDENTIFICATION SIGNS - THESE SIGNS PROVIDE INFORMATION CRITICAL TO FIREFIGHTER ORIENTATION AND OCCUPANT EVACUATION IN THE EVENT OF AN EMERGENCY. THEY ARE REQUIRED WHENEVER AN INTERIOR EXIT ENCLOSURE CONNECTS MORE THAN THREE STORIES A. SIGN LOCATION: TH E PLAN SHALL SPECIFY THAT STAIRWAY IDENTIFICATION SIGNS SHALL BE: 1. LOCATED WITHIN THE STAIRWAY ENCLOSURE AT EACH FLOOR FINDING, 2. POSTED AT FIVE FEET ABOVE THE FLOOR LEVEL. 3. LOCATED IN A POSITION THAT 15 READILY VISIBLE WHEN THE DOOR5 ARE IN THE OPEN AND CLOSED POSITIONS. 4 A FLOOR LEVEL TACTILE SIGN AT EACH FLOOR LANDING, ADJACENT TO THE DOOR LEADING FROM THE INTERIOR EXIT STAIRWAY AND RAMP INTO THE CORRIDOR TO IDENTIFY THE FLOOR LEVEL R SIGN DETAILS: A DETAILOFTHE SIGN SHALL BE PROVIDED ON THE PI DR REVIEW. THEDETARSSHALL SPECERTHEEOLLOWING: 1. THESIZE SHALL BEA MINIMUM OFIR"X12" AND CONSTRUCTED OF DURABLE MATERIAL. 2. THE STAIRWAY IDENTIFICATION, SUCH AS STAIR 1 OR WEST STAIR, SHALL BE PLACED AT THE TOP OF THE SIGN IN 1-3/2" BLOCK LETTERING WITH IVE STROKE. 3, ROOF ACCESS OR NO ROOF ACCESS SHALL BE PLACED UNDER THE STAIRWAY IDENTIFICATION IN V BLOCK LETTERING WITH I/4"STROKE. 4. THE FLOOR LEVEL NUMBER SHALL BE PLACED IN THE MIDDLE OF THE SIGN IN 5" BLOCK LETTERING WITH 3/4' STROKE. BASEMENT LEVELS SHALL HAVE THE LETTER B PRECEDING THE FLOOR NUMBER. MEZZANINE LEVELS SHALL HAVE THE LETTER M PRECEDING THE FLOOR NUMBER. 5. THE FLUOR LEVELS SERVED BY ME STAIR, SUCH AS B3 THROUGH 1, SHALL BE IDENTIFIED AT THE BOTTOM OF THE SIGN IN I" BLOCK F RING WITH I/4"STROKE. 6. THE IEVELOF EXIT DISCHARGE AND DIRECTION TO THATLEVELSHAMBE INOICATEDON MESSER IN V BLOCK LETTERING WITH INE" OKE. 7. CHARACTERS AND THEIR BACKGROUNDS SHALL HAVE A NON6lARE FINISH, ALL LETTERING SHALL BE IN SHARP CONTR45TTO THE BACKGROUND (LIGHT LETTERS ON DARK BACKGROUND OR VICE VERSA). FLOOR IDENTIFICATION SIGNS SCALE: NONE FOR HEARING AUTOMATIC ELECTRONICALLY CONTROLLED DEVICE. IMPAIRED 119-602.4 SPOUTHEIGHT - SPOUT OUTLETS SHALL BE 36 INCHES (914 MMI MAXIMUM ABOVE THE FINISH FLOOR OR GROUND 118-E02.5 SPOUFLOCUMON - THE SPOUT SHALL BE LOCATED 15INCHES (381 SAM) MINIMUM FROM THE VERTICAL SUPPORT AND 51NCHES (127 MM) MAXIMUM FROM THE FRONT EDGE OF THE UNIT, INCLUDING BUMPERS. was s��o ���� 1]8-602.6 WATER FLOW - THEATEDT SHALLPROVIDE MM) LOW OF AXIMUM ROMTER 4 THEHES FRONT NTOFT102 HE HIGHEUNI MINIM.THEA M AND GUEO SHALLFWATER STREAMD 5 INCHES 12T MM EDHORIMFROM THEFRONTO THE FROIT. FACE OF E - THE WATER STREAM SHALL BE MEASURED HORIZONTALLY RELATIVE TO THE FRONT FACE OF THE INTERNATIONAL. UNIT. WHERESPOUTS ARE LOCATED LESS THAN 3INCHES (T6MM. OF THE FRONT ARE UNIT, THE INTERNATIONAL ANGLE OF THE WATER STREAM SHALL BE INCHES DEGREES MAXIMUM. WHERE SPOUTS ARE THE UNI SYM80L OFTN SYMDIOF BETWEMEAN LE INCOFHES EWAMM CREAM AND 5 SHALLE15 MIA) MAXIMUM FROM THE FRONT OF THE UNIT, ACCESS TIONS THE ANGLE OF THE WATER STREAM SHALL BE 13 DEGREES MPXIMUM. PROPORTIONS 118-602.7 DRINKING FOUNTAINS FORSTANOING PERSONS - SPOUT OUTLETS OF DRINKING FOUNTAINS FOR STANDING RAISED PEPSINS SHALL BE 38INCHES (965 MMT MINIMUM AND 43INCHES (1092 MM) MAXIMUM ABOVE THE FINISH FLOOR OR GROUND. 110-602.SOEPTH - WALL -AND POST -MOUNTED CANTILEVERED DRINKING FOUNTAINS SHALL BE 18 INCHES 457 MM IF ®sl 8" MINIMUM AND 19INCHES 483MM MAXIMUM IN OEPiH. SIB-6029PEDESTRIAN VES,PROTECTION -ALLDRINKINGFOUNTAINS SHALL EITHER BE LOCATED COMPLETELY WITHIN ALCOVES, WAYS. TEEN WINGED AREA WITHIN WICH A DINING ASC OTHERWISE NOT INTERNATIONAL INTERNATIONAL FOUNTAIN IS LOCATEINTO D PEDESTRIAN 2 INCHES(13FAM)HE WIDE MINIMUM WHICH INCHES (457 SYMBOLOF SVMBOLOF DEEP MINIMUM, UM,ANDHALLLBE O321N INMPLY CHES SECMM)Wmas.7.W WHEN USED, WING R ACCESSIBILITY ACCESSIBILRY BEEP MIN IMUM, PROJECT HORIZONTALLY SECTION M FAR AS].WHENUNG FOUNT IN ANDT WITHIE 6INCHES PROJECT HORIZONTALLY ATMTHE FS FAR AS THE GROUND SSG FOUNTAIN AND i0 WITHIN 61NCM61152 MM) VERTICALLY FROM THE FLOOR OR GROUND SURFACE. I INTERNATIONAL SYMBOL OF ACCESSIBILITY (141 OOR CLOSE OUR OPEN MERGENCY PANEL no no GPC BE o f Opn� MIN MIN' MAXIMUM INSTALLATION HEIGHT ABOVE ELEVATOR CAB FLOOR 3/4' SQUARE SHOULDERS CONTROL BUTTON -7❑ 8❑ ❑ 6 k) 2❑ S ❑ n❑ -� ELEVATOR- CONTROL PANELDETAIL -z0 f� 'ALCOVE 18'• MIN 48^ MIN � 3I' MIL " im PROU TE MM15 MIN "ALCOVE WRHADEPTH GREATER THAN OR V EQMLT024"$HALL BEAMINIMUM 36" WIOf ELEVATOR ACCESSIBLE CONTROL PANEL I Sw -NONE FlGunnzewzs %U 602.5 Drinking Fountain SpoutJuFai doi ADA ACCESSIBLE DRINKING FOUNTAINS q 36,• BLOT XIINNIHINGEAPPROACH, PULLSIDE (G) HINGE APPROACH, PUSH SIDE, DOOR PROVIDED WITH BOTH CLOSER AND LATCH a 2-. I��SI, MIEN ITT HINGE APPROACH, PUSHSIDE SI,221 S \ MIN m � MIN TH) LATCH APPROACH, PULLSIDE 118-30621 TOECLEARANCE - SPACE UNDERAN ELEMENT BENJEEN THE FINISH FLOOR OR GROUND AND 91NCHES (229 MMI AND 27 INCHES (585 MIA) ABOVE THE FINISH FLOOR OR GROUND SHALL BE CONSIDER TOE CLEARANCE AND SHALL COMPLY WITH SECTION 11B3062 m� I m L _l 6" 1J'- 25 " MA% A) (B) ELEVATION TOE CLEARANCE PLAN FIGURE 118-3062 I1B-306.3.] KNEE CLEARANCE - SPACE UNDER AN ELEMENT BETWEEN 91NCHES (229 MM) AND 27 INCHES BEEN MM) ABOVE THE FINISH FLOOR OR GROUND SHALL BE CONSIDER KNEE CLEARANCE AND SHALL COMPLY 81 WITH SECTION 11B306.3 8. MIN X MIN � _ z 2 mEF z_ z f I i m� r 1 I - 1 1 £ f m F In N 1 L _1 I In 25•' MAX MIINZ 11 MI AY CBI ELEVATION PUN ELEVATIATON AT LAVATORY KNEE CLEARANCE FIGURE I18-306.3 iTOE AND KNEE CLEARANCEISCALENONE IAND KNEE CLEARANCEISCALE:NONE I MOISTURE RESISTANT GYP BE, REFER TO FINISH SCHEDULE MOISTURE RESISTANT FINISH, REFER TO FINISH SCHEDULE (3)R14x1-1/2'•CONCEALED STAINLESS STEEL S.M5. AT EACH CONNECTION LING IATQI APPROACN PUSH SIDE, UT CATCH APPROACH, RUSK SIDE DOOR PROVIDED WITH CLOSER ,t 24" v F 24" 1v E - GRAB BAR MIN MIN COVER PLATE AT EACH CONNECTION StAIN1ESSETEELSPACER5 AT EACH SCREW 16GA BACKING STUD- -- J UNPUNCHED MANEUVERING CLEARANCES AT REVIEWED MANUAL SWINGING DOORS AND BURLINGAME BLDG DEPARMEN, GATES to N..nrr.,1oII1kflbC FIGURE 11B-W42 41 YID 41 CLEARANCES @ MANUAL SWING DOORS AND GATESF SCALE: NONE 7 GRAB BAR CONNECTION SCALE:Mo T-0" 2 11BMUSTSIDE WALL - THE SIDE WALL GRAB BAR SHALL BE 42INCHES (1067 MM) LONG MINIMUM, LOCATED 12 116301 MINIMUM REQUIRED DEPTH - WHERE TOE CLEARANCE IS REQUIRED AT AN ELEMENT AS PART OF A INCHES(305 MM) MAXIMUM FROM THE REAR WALL AND EMENDING 54 INCHES(1372 MM) MINIMUM CLEAR FLOOR SPACE, THE TOE CLEARANCE SHALL EXTEND 17 INCHES (432 to MINIMUM UNDER THE FROM THE REAR WALL WITH TH E FRONT ENO POSITION ED 24 INCHES (610 MMI MINIMUM IN FRONT OF ELEMENT, THE WATER CLOSET. EXCEPTIONS: 118-604.5.2 REAR WALL THE REAR WALL GRAB BAR SHALL BE 36 INCHES (914 MM) LONG MINIMUM AND EXTEND 1, THE TOE CLEARANCE SHALL EXTEND 19INCHES (483 MMI MINIMUM UNDER SINKS REQUIRED TO FROM THE CENTERLINE OF THE WATER CLOSET 12 INCHES(305 MM) MINIMUM ON ONE SIDE AND 24 BEAUEHE TOE CLEASSIBLE BYSE SHAM EXTEND .3 INCHES(610 MM MINIMUM ON THE OTHER SIDE. 2. SURFACELEAMNCE SHALL EXTEND 1LE BY SECTIONS (483 MIA) WRLILRBUILT-IN DININGAND WORK ) SURFACE REQUIRED TO BE ACCESSIBLE BY SECTION 118226.1 IJULM 6 HUSH CONTROL- FLUSH MI OB SHALL BE HAND OPEMTED OR AUTOMATIC. HAND OPERATED FLUSH JHRM 5 FXPO5D PIPESAND SURFACES - WATER SUPPLY AND CONTROLS SHALL COMPLY WITH SECTION 2I13-309. FLUSH CONTROLS SHALL BE LOCATED CRIME OPEN DMIN PIPES UNDER LAVATORIES AND SINKS SHALL BE SIDE OF THE WATER CLOSET EXCEPT IN AMBULATORY ACCESSIBLE COMPARTMENTS COMPLYING WITH INSULATED OR OTHERWISE CONFIGURED TO PROTECT SECTION 11118.2 AGAINST CONTACT. THERE SHALL BE NO SHARP OR ABRASIVE SURFACES UNDER LAVATORIES AND SINKS. IIU AREA POSITION OF GRAB BARSGRABBARS SHALL BE INSTALLED IN A HORIZONTAL POSITION, 331NCH ES (838 MM) MIN. AND 35INCHES (914 MM) MAX ABOVE THE FINISH FLOOR MEASURED TO THE TOP OF THE GRIPPING SURFACE, EXCEPT THAT AT WATER CLOSETS FOR CHILDREN USE COMPLYING WITH SECTION 1113,6DILS, GRAB BARS SHALL BE INSTALLED IN A HORIZONTAL POSITION 1B INCHES (457 WAR MIN AND 27 INCHES (686 SAM) MAX ABOVE THE FINISH FLOOR MEASURED TO THE TOP OF THE GRIPPING SURFACE. THE \ HEIGHT OF THE LOWER GRAB BARON THE BACK WALL OF THE BATHTUB SHALL COMPLY W/SECTION 115407.4.1.1 OR 11134607.42.1 11/V DIAL GRAB BAR T'� TOILETSMTMVER 250LBBED FINI HAND t. f Gp p3 DISPFNSE0. (WHERE OCCURS)ng L� � I LL GRAB BAR v,•MIN SIDE WALL GRAB BAR LTOILETRO 'ER CLOSET 1e•MAx AT WATER -CLOSET TISSUE DIE 11B 604.5.2 FIGURE 11B 6045.1 HOLDERS STOPS WALL GRAB BAR AT WATER CLOSETS STALE: NONE KNEE TOE CLEARANCE CLEARANCE D DEPTH SCALE: NONE • ublic ll Stnrnnp PmjwtNi PUBLIC STORAGE TENANT IMPROVEMENT P,gMAtltlress 1801 ADRIAN RD. BURLINGAME, CA Owner Public Storage, Inc 701 Western Avenue Glendale, CA 91201 Sheet No,, ACCESSIBILITY DETAILS F.91. Mir :PS Dui tr fAeolon, 0C,AD W KSPRGatxo. 20458 Sholo o. G 1.03 PIMOz2: 20263005 NOT USED SCALE: 20 NOT USED SCALE: 16 NOT USED SULE: 12 NOT USED SLALE: 8 NOT USED ALE: 4 2' 6" MIN, CUR 66 11 6 .1 I I I I I I I I I I II�I I I I I I "N—IIfl 9 M9'© A bl I LINE OF OROBS RUH71OR OR OBSTRUCTION = MIN LOW UNOERCOUNTER SIDE REAL ^ DEVICES RECEPTACLES RECEPTACLES RECEPTACLES COORDINATE ATCOUNIEROR ATCOUNTER WITH WIHINTERIOR OBSTRUCTED KNEESPACE ELEVATIONS (SIDE REACH NOT USED SHALE: 19 NOT USED SEALE: 15 NOT USED SCALE 11 MOUNTING HEIGHT DEVICES SCALE. NONE 3 LETTERING RAISED 1/32"UPPERCASE / A� �/ NOTE: ALL DIMENSIONS SHOWN ARE TO CHARACTERS a HIGHEST OPERABLE PART LLN.O HEIGHT OF LETTERING I =9 5/8"MN.T02"MA% / I CORRESPONDING L ATOI$ // AmGRADE 11 BRAII \ / Ed Ed I / / HALLLA ERN I EBEVATO ACCESSSIGN I —.— —.+ CALLBU ON IN TACTILE SIGN EMERGE11 CRY REFUGE TEIEPHO E f NOTE: tv ATWO-WAY COMMUNICATION m SYSTEM SHALL BE PROVIDED AT THE LANDING SERVING EACH °£ ELEVATOR OR BANKOF SOAP DISPENSER PAPER TOWEL HAND DRYER ELEVATORS ON EACH ACCESSIBLE FLOOR THAT IS ONE DISPENSER WALLMO NTEO REVIEWED WALL MOUNTED LIQUID$ LOTION jl�� OR MORE STORIES ABOVE OR SOAPS, ALCOHOL BASED HAND WALL MOUNTED W/ 901"fIQ4LINGAME SLOG JEPARTNIF Pp BELOW THE LEVEL OF EXIT RUB DISPENSERS & DETERGENTS DISCHARGE. `NNAI a.vlEuvEDCY NOT USED SALE 18 NOT USED I SGVA 14 NOT USED I SCALE: 10 MOUNTING HEIGHT DEVICES SCALE NONE 6 MOUNTING HEIGHTS DISPENSERS SCALE: NONE 2 MOUNTI 60" TYP. CORRIDOR OP' MIN. CORRIDOR WIDTH TABLE 1018.2 CODE SECTION 10182 v —-a---�— FIRE CGA5ECTION SAN 9.1 EmNGIRCHUR WEIGNTEO POUND$ OR LESS - PORTABLE Flue DOORS IN ANY POSITION SHALL THERMOSTAT OR W/ EXTINGUISHERS HAVING A GROSS WEIGHT NOT EXCEEDING 40 POUNDS OR RGI ANNE BE INSTALLED 50 THAT THEIR T ARE NO I'LZI NOT REDUCE THE REQUIRED WIDTH BY MORE THAN KN NON-OPEMRIF PARTS MORE THAN 5 FEET 0524 MMI ABOVE THE FLOOR. 2R OF ONE-HALF SIZE. SIZE REQUIRED THENnOAAT / MEANS MEANS OF : IS AP'- CLEAR WIDTH CANNOT 6/1. EGflE55 BE IESSTHAN 22" DEADBORLIXK y�yDCH "-- IATCHUT. LOC%SET. o — — gkE, DR FNR DEvICE _ DOOR- ^€p o = G� PER IDDs.> m Oi O x MAX No NOTE: ROomsiDE OF OOORsxowN WALLMOUNTED WALL MOUNTED COAT FIRE TV OR MONITOR COAT HOOK CLOSET ROD EXTINGUISHER v ADA2016 Mounting AEcRqRUdRvy HelghtI NOT USED SCALE: 17 NOT USED SCALE 13 MINIMUM CLEARANCE AT CORRIDOR sCALE:NONE 9 MOUNTING HEIGHTS AT DOORS I SCALE: NONE 5 MOUNTING HEIGHTS -TYPICAL I SCALE NONE 1 =ee sxemuN wRlu ^, Xe. C-38238 }}t_y 5JF OF �BiP'� Project Name PUBLIC STORAGE TENANT IMPROVEMENT Projectadren 1801 ADRIAN RD. BURLINGAME, CA Boom Public Storage, Inc. 701 Western Avenue Glendale, CA 91201 NO. REVISION DATE 90%PROGRESS & O6/22/2020 /� CITY SUBMITTAL AC 1st PCResubmittal 1 10/05/2020 Shoot Nome ACCESSIBILITY DETAILS Pro Mir.: PS Drown By I'DI D Creded by: SV RAP Prama No. 20458 Shea No. G1.04 Plot Dom. BLED 1D05 LIFE SAFETY LEGEND SIGNAGE LEGEND I I NON -MTEDCMU/TRT-UP WALL p DESIGNATESACCESSISILITY G1.OT SIGNAGE DETAIL LOCATION 1lr�Y{ RATED CMU/TILT-UP WALL RATED STUD WALL 3 DESIGNATES PUBLIC STORAGE GS.D3 SIGNAGE DETAIL LOCATION EXIT SIGN, REFER TO ELECTRICAL PLANS ---}----> PATHOFTBAVEL A FIRE EXTINGUISHER CABINET MAX. TRAVEL. DISTANCE OF 75 FEET OCCUP. LOADING / EXIT REQIMENT EXITING TABLE 1004.5 - TABLE 1004.1.2: MAX FLOOR AREA ALLOWANCES PER OCCUPANTI ANCILLARY TO WAREHOUSE AND I NCLUDED IN FIRST FLOOR OFFICE ( 1 - FIRST S.F./500 = 145 ON x.20= '90 in OCCUPANT LOAD= FLOOR SQUARE FOOTAGE/ 500 SECOND FLOOOR R ( 72"95 SECOND FLOOR (511: R,1955.F./SW 1450C 1441n. SECTION IDOS I: MIN, REQUIRED EXIT WIDTH TOTAL OCCUPANT LOAD = 2920C 'G1D6 TOTAL EXIT WIDTH REQUIRED = J4 in, STAIRWAY OCCUPANT LOAD x.3=REQUIRED WIDTH ALL OTHER OCCUPANT LOAD x 2=REQUIRED WIDTH TABLE W06.2.1&10221: MIN REQUIRED IXITS IREO GENERAL NOTES SECTION 1002.1.1: EXODISTANCES ERRACCE55606R WAYSSnRR BEPIACED A DISTANCE APART EQUAL TO NOT LOSS THAN ON E-THIRD LEXCEPHON 21 OF THE LENGTH 06THE 1. SECTION I0M.L1aHE HEIGHTOF D00RS5HALL NOTBE LEi THAN 801NCHE5. MAXIMUM OVERALL D WGONAL DIMENSION OFTHE BUILDING OR AREA, 2. SEMONID36.2.S: EXE SHALL NOT PASSTHROUGH 1UUCHENS;STO0.AGE ROOMS, INASTRAIGHTLINE. CLOSETS OR SPACES USED FOR SIMILAR PURPOSES. EXCEPHONM2EXITACCE DISTANCES NOTBEIEiS M1/30F 3. IXR DOORS SHALL SWING IN THE DIRECTION OF TRAVEL WHEN SERVING AN DIAGONAL DISTANCE WHERE A BUILDING 6 EQUIPPED THROUGHOUT OCCUPANT MAD OF SOON MORE. WITH M AWOMATICSPRINKLERSYSTEM IN ACCORMNCE WOM SECTION 903.3.1.1 OR 903.3.1.2. 4. BUILDING OCCUPANTS SHALL HAVE ACCESS TOTWO IXHS ONLMS ONE 15 TABLE 1017.2: MAX.TRAVEL DISTANCE TO EXITS PERMITTED BY TABLE 1006.2.1 OR TABLE 1W5.3.2111 OR 10063L2121 S1W FULL SPRINKLER SYSTEM; TRAVEL DISTANCE =250TO-NMI OSECOND FLOOR LOBBY 2 _ _a.. 6 Heg eesYe e _ sll I#1 FIRST FLOOR LOBBY 1 8 FIRST FLOOR LOBBY 2 ENLARGED LOBBY PLANS- SIGNAGE LOCATIONS SALE: B"=ro• 14 #4 SECOND FLOOR STAIR #S SECOND FLOOR STAIR #6 SECOND FLOOR STAIR 3 L. IXITDOOF ELOAD D DEC.oa. ao = 147/ n= RED. =37X0.2=za' PROVIDED =34" -- STAIR01 ST-201 = 34" EXIT DOOR DTIWRYIN WC. WAD =145/4=38.34 RE 0.=39X0.3=11.7" PF OVIOED= 34" STAIR#3 ST 203 - _uu _ _ _ � n JL� - 1 ' �____�___�____.. L E c , — —, ` I ' F F T , _____ I L_-___-__.. — ___ ___TRAW __ _ UNI obTnxa_ia ____ _____ 1 Y � r i T T ( T T T I tI T r I I I I I EN T r T T , I r T7} jT *T T7} I . 'JjIII FC I I «____,- - + . Nr µ a I I N III r- --- --- --- --- --- --- --- r---�---- --- --- -- --- ---^---- --- --- -- --- --- --- --- II I-, ---, it I !/ I I___ ___ IN 4 IN mica ® -- -- - -- ---- ---- ' ----- --L----'-- ;- -L ---- '-- i { I L i EXIT DOOR i , I I i i i i i i ,Li-I� � I OCG LOAD =145/4=38.34 _� _ _y _� _� _ice W _� _.,.. _ w. _� _� _� ` --- _� _� _ _ __T___T___T___ __T___T____T..___ � FT T T T flEQ. 39% 11 " �Tr � PR ED _ I-Z•l 5 LB8YN 1 F 1�BBY K21 13-5 . LB-102 22 STAIR 112 GHo ST202 LOCATION NOTE: VERIFY COORDINATION OF EXIT LIGHT LOCATIONS W/ ELECTRICAL PLANS FLOOR EGRESS PLAN SCAL611,20r " 3 EXIT DOOR >E�NNN'H lHeT 03 1 Pr1IIaIwma PUBLIC STORAGE TENANT IMPROVEMENT P,ga,Apdae, 1801 ADRIAN RD. BURLINGAME, CA Public Storage, Inc. 701 Western Avenue Glendale, CA 91201 NO. REVISION DATE 90% PROGRESS& 06/22/2020 nn CITY SUBMITTAL N[A III PC ResubmlLEal 10/05/2020 Shear Name EGRESS & SIGNAGE LOCATIONS Pmj MgrPS W"bn AM, oO necked by: 5V PIN P,olet No, 20458 SMA Re G 1.05 F INAM, 7WIFI 05 PROVIDED =65" REQ=37XG2=7.4" VEHIFY COORDINATION OF IXIFLIGHT #1 FIRST FLOOR STAIR #2 FIRST FLOOR STAIR #3 FIRST FLOOR STAIR PROVIDED-W LO ONSW/ ELECTRICAL PLANS ENLARGED TYPICAL STAIR PLANS - SIGNAGE LOCATIONS 13 FIRST FLOOR EGRESS PLAN I SCALE: II 1 34-x34" SECONDARY MENU BOARD welcome to /� J I. Th an k s for Public Storag visiting your local :1 Icf;Iq rive ;F)II a lift Public Storage I Elevator Access Roof AccessI I Ourmanagetwill ADJACENT TO ELEVATOR KEYPAD -turn tolnelplay -. . Authorized WHEN KEYPAD 15 INSIDE ELEVATOR. •-, personnel CAB Insert store name here BACK B, We want to help you first) cautioPostdo $ PRaeedo not bOldelerebr EoaPen month � MOUNT ON DOOR TO LADDER OR WALL NEXT TO LADDER WHEN ACCESS IS NOT IN STAIRWELL ;itrent' ADJACENT TO ELEVATOR KEYPAD WHEN KEYPAD ISOUTSIDE. FRONT ELEVATOR CAB SIGNAGE - TIP BOARD FOR OFFICE SCALE N TS 21 SIGNAGE - ROOF ACCESS SCALE: NONE 17 SIGNAGE - FIRST FLOOR!ELEVATOR KEYPAD SCALE: N.T.S. 13 SIGNAGE- $11ST MO RENT W/ SUCTION CUPS SCALE: N?-s 9 SIGNAGE- MANAGER'S CLOCK W/ SUCTION CUPS SLAY: N.T.S. 5 MOSTCOMMONE%AMPLESSHOWN- ITIONAL AVAILABLEASNEEDED 36' x 34'-PRIMARY MENU BOARD at it W PmE UE a]IEWtl EL •TWF E ttORS Caution o DECT Please do not hold elevator E door open The doors will become inoperable 3-Gang Uyour autograph 4htarefnaLldseacaygur •Y 9w��w �®ir �wJvuuYe E r mS.#h.a FOR USE INCALIFORNIA A. EACH MISGUTIUW ROOM SHAM BE LABELED WITH EACH C.Wl YRDDMSHAUBEIABEL WITH NOTE: PUBLIC STORAGE TO A2"xT'PLA ROTHATIDENTn1E ETYPEOF It PLACMI)THATIDENTIFIESTHETYPE F PROVIDE FLOOR PLANSGC ROOM WHEN THERE ARE NOT MULTIPLE UNITS i.e. ROO THEFLOORMANOTHEUNITIAI,I.e. TO PROVIDE SIGNS "JANITOR ROOM" "EL RICAL ROOM N" USE WHEN NECESSARYTO IDENTIFY ELEVATOR LOBBY WHEN NOTCLEARLY DEFINED NOTE: PROVIDE UV PROTECTION IF MOUNTED ON ANY EXTERIOR WALL SIGNAGE - MENU BOARD FOR OFFICE SCALE: N.T.S. 20 SIGNAGE - FEC EMERGENCY EXIT PLAN SCALE: N.T.S. 16 SIGNAGE - FIRSTAND UPPER FLOOR ELEVATOR LOBBY SCALE: N.T.S. 12 SIGNAGE -ELEVATOR DIRECTIONAL SCALE: 8 SIGNAGE -MISCELLANEOUS ROOM IDENTIFICATION SCALE N.T.S. 4 EACH FLOOR SHALL CONTAIN A FLOOR SPECIFIC LAYOUT W/ 'YOU ARE HERE' LOCATIONS A MINIMUM OF 1 SIGN PER SCW r Kingwood TX SF OR AT LEAST, SIGNS A. A •ro aiiiiiii Your health matters EACH HVAC OR SHAFT SHALL BE LABELED IDENTIFYING FLOOR AND UNIT Intercom Fr No smoking Press all button for assistance 910 - � F,saa -.i T B. pqq •-- M' 46" SIGN SHALL SHOW ALL BUILDING AND FLOOR PUCE AT MAIN LOBBY OR PRIMARY ENTRANCE TO BUILDING NOTE: PROVIDE UV PROTECTION IF MOUNTED ON ANY A CORRESPONDING PLACARD SHALL BE INSTALLED ON THE EXTERIOR COMPRESSOR DISCONNECT SWITCH OR RIM NOTE: EXTERIOR WALL PROVIDE UV PROTECTION IF MOUNTED ON ANY EXTERIOR WALL NOTE: PLATE STORAGE TO NOTE: PUBLIC STORAGE TO PROVIDE FLUOR PL%NSGC PROVIDE FLOOR PLANS GC TO PROVIDE SIGNS TO PROVIDE SIGNS - SIGNAGE -SITE PLAN FOR OFFICESCALE! N.B- 19 YOU ARE HERE F SCALE: NONE 15 SIGNAGE - UPPER FL LOBBY -INTERCOM SCALP. NITS . 11 SIGNAGE - SMOKE -FREE FACILITY N 7 SIGNAGE - HVAC OR SHAFT IDENTIFICATION SCALE: N.T S. 3 Welcome• - EVACUATION PLAN VVEEI come • • • • - m r IXW IST CT i Public Storage FLOOR I ® - ere • - • Come on in NOTE SIGNS ARE PRED0.1LLE0-MOUNT WITH IX8-18x1/2"GREY HEX HD TOM SCREWS NOTE PROVIDE WPgOTECTION IF "AIIIl`Y'Y� w MAN MOUEDONYFMEMORWAU- FyATOR , • - BANH * for • Press •r E SIGNAG-INTERIOR UNIT IDENTIFICATIONPress A£:NBNE 2 ttttlnt , # AvailableIntercom 10 PADS FOR EACH FLOOR SPECIFIC LAYOUT SO SHEETS/PADDED office The next customer appreciates ]� • IN CASE OF FIRE, its prompt return Qf USE STAIRS UNLESS OTHERWISE INSTRUCTED NOTE PUBLIC STORAGE TO No smoking in building Under penalty of law PROVIDE FLOOR PUNS GC - NOTE: PROVIDE UV PROTECTION IF MOUNTED ON ANY EXTERIOR WAIT KEYPAD ACCESS NOTE: PROVIDE UV PROTECTION IF MOUNTED ON ANY EXTERIOR WALL NOTE:OGNS ARE PREDRILLED- MOUNT WMH 9818x1/2" GREY HEX ND TEKS SCREWS TO PROVIDE SIGNS SIGNAGE -CUSTOMER HAND OUT (TEAR OFF PAD) SCALE N.T.S. 18 SIGNAGE -ELEVATOR EVACUATION PLAN SCALE:NONE 14 SIGNAGE -CART SIGN N.Ts 10 SIGNAGE -FIRST FLOOR LOBBY KEYPAD ALENrs. 6 SIGNAGE -INTERIOR UNIT IDENTIFICATION SCALE NONE 1 SC RR4 _ sHTaxw vARw ^, No. C-R z]9B d-at- 0 EEE z p O F of m E o rn G o ws o by oVb w a= q� 0 R C 66 Of rLj z V l I PIUBLIC STORAGE TENANT IMPROVEMENT Pro MAMI 1801 ADRIAN RD. BURLINGAME, CA owe, Public Storage, Inc. 701 Western Avenue Glendale, CA 91201 NO. REVISION DATE 90%PROGRESS & CHYSUBMITTAL 06/22/2020 ® lopc Resubri 10/05/2020 BE,P u REVIEWED MEh, ntwED�evc_�""°"onr Short Name BRANDED SIGNAGE TYPES Pros No, PS Draw, by Cut Chedmd by SV ere andi N'. 20458 Sheet No. G1s06 vim Data 2020,1005 N IN AN EMERGENCY PUSH BUTTON THIS DOOR TO REMAIN OPEN DURING BUSINESS HOURS o FOR HELP - :FLOOR Loading Zone L ' t ■ 1 ' LOCATION PgOVIDEO BY IMAGE NATIONAL ELEVATOR LOBBY B Rental Office PERSONS ABLE TO USE EXIT STAIRWAY SIGNAGE - DOOR OPEN VINYL SCALE NT5 17 SHALL DO SO AS SOON AS POSSIBLE, E Units 122"131 UNLESS THEY ARE ASSISTING OTHERS. AREA OF REFUGE AFTER ACTIVATING THE EMERGENCY REFER TO T AWAY COMMUNICATION SYSTEM, WAIT HERE DETAIL 1.a ' FORASSISTANCE.It %W LONE PARKING 0 SIGNAGE - AREA OF REFUGE 22 SIGNAGE -ADA DECAL 16 SIGNAGE - 5 MESS VJALLL MOUNT DIRECT N..:_ 12 SIGNAGE - NO PARKING TOW AWAY uE:Nr 8 NOT USED NONE y 4 A. C. ° EMERGENCY EXIT ONLY EXIT RESERVED .. „ I PARKING Loading • ne EACH STORAGE UNIT SIDE 06 THE STAIRWELL DOOR SHALL BE LABELED WITH A 6":24" SIGN AS SHOWN ABOVE CORRESPONDING TO ASSHOWN ON THE PLAINS Rental Office / SIGNAGE - EMERGENCY EXIT 1ST FLOOR SCALENLS 21 ENTRANCE B. STAIRWELL A RETCH TO -o'.a ao VA N DETAIACCESSIBLE EMERGENCY EXIT ONLY I ° ON THE GROUND FLOOR, EACH EXTERIOR SIDE OF THE STAIRWELL DOOR SHALL BE LABELED WITH A 6 K24^ SIGN AS SHOWN ABOVE CORRESPONDING TO AS SHOWN ON OTHER STATES AVAILABLE AS NEEDED THEPLANS ON THE GROUND FLOOR, EACH DOOR TO EXIT THE BUILDING SHALL BE LABELED WITH A 6"X24'SIGN AS SHOWN ABOVE CORRESPOND NO 10 AS SHOWN ON THE PLANS SIGNAGE -EMERGENCY EXIT STAIRWELL 20 SIGNAGE -TACTILE EXIT SCALE: N T.S. 1S SIGNAGE -3 MESS WALL MOUNT DIRECT SEALE.N1s 11 NOT USED SCALE. NONE 7 SIGNAGE -PATH OF TRAVEL S. 3 NOTE: A. STAIRWELL 1 FOR LOCATIONS, 20 REFER TO DETAIL C FLOOR A 1 WHERE N CATCH SIDE BY CODE PLACE ON LATCH SIDE ODOR DI INSIDE STAIRWELL LANDING. ROOF/NO ROOF ACCESS . RESTROOM EXIT ON THIS FLOOR SERVES FLOORS 7 3 r • B. STAIR B STAIR A D. LoadinZone ' • ROOF ACCESS NO ROOF ACCESS WHERE REQUIRED By CODE, 1 * 2 B. PLACE ON LATCH SIDE OF ODOR INSIDE STAIRWELL LANDING. * FLOOR 1 FLOOR 2 CALIFORNIA ADA CODE REQUIRES STAW AT EXIT FLOOR I-6 FLOOR I-6 LANDING EXIT ON THIS EXIT DOWN FLOOR '.. TO FLOOR 1 REQUIRED CA (TITLE 24) MUST BE COMBINED W/ UN6EX ABOVE SIGNAGE- STAIRWELLIDs SCALE NTS. 19 SIGNAGE- TACTILERESTROOM NTs. 14 SIGNAGE -1MESS - WALL MOUNT DIRECT SCALE. N.T.S. 10 SIGNAGE-CALIFORNIAADA PARKING 6 SIGNAGE-STOP SIGN 2 VERIFY FIRE EXTINGUISHER LOCATION)s( WITH FIRE MARSHAL IDENTIFIES STAIRWELL, FLOORS SERVED & WHETHER OR NOT THERE Is ROOF ACCESS FIREVAN IF VAN S P E E D SPEED STAIRWELL E T LIMIT 1 N G ROOF/NO ROOF ACCESS I N0 S SERVES FLOORS x-x E PARKING R 0 NOTE: PROVIDE UV PROTECTION IF MOUNTED ON ANY EXTERIOR WALL SIGNAGE-EXTERIOR STAIRWELL ID SCALE :NTs, 18 SIGNAGE FIRE EXTINGUISHER SCALE:NT.S. 13 SIGNAGE - NO PARKING SCALE :N.T.S. 9 SIGNAGE -ADA VAN ACCESSIBLE SCALE: FITS. 5 SIGNAGE SPEED LIMITS 1 S T U D ir0 architecture + englnee; ing n ORCHARD ROAD, SUITE200 LAKE FOREST, CA 92630 T 949380. 3970 F949.3803771 0 o 0 M� Cox O� O n Q a O _ O0 ? _(y` a J, V J PUBLIC STORAGE TENANT IMPROVEMENT PmwnAb4,1ss 1801 ADRIAN RD. BURLINGAME, CA o Public Storage, Inc. 701 Western Avenue Glendale, CA 91201 N0. REVISION DATE 90'%PROGRESS & crrY SUBMITTAL 06/22/2020 1sroc RO:ubmllcal 10/05/2020 CAO BRANDED SIGNAGE TYPES Pq O PS M F . ED .,4 i�. OP C1111txo 20458 G1.07 20203D05 IIIf .7ragellelp us keels Thanks for Just o you Thanks for storing your space not parking know with See 'I • E clean here you _ _ Gate area IS Pllease, no dumpling Unauthorized vehicles betowed equipped with 24 will away at 'I Violators subject to prosecution Owner's expense hour video camera and $10,000 max fineClimate Controlled II Public Storage ' STORE FRONT WINDOW VINYL -PROVIDED BY IMAGE NATIONAL NOTE: FROMIDE UV PROTECTION IF MOUNTED ON ANY.EXIERIOR WALL NOTE: PROVIDE UV.PROTECDON IF MOUNTED ON ANY EXTERIOR WALL NOTE: PROVIDE UV PROTECTION IF MOUNTED ON ANY FMERIOR WALL NOTE: PROVIDE UV PROTECTION IF MOUNTED ON ANY EXTERIOR WALL SIGNAGE-STOREFRONT GRAPHICS SCALP: NTS. 20 SIGNAGE- PRIVATE CONTAINER SCALE N TS. 16 SIGNAGE - NO PARKING SCALE NTS. 12 SIGNAGE- GATE SURVEILLANCE SCALE: N.T.S. 8 SIGNAGE- THANKYOU GATEI SCALE. N.T.S 4 Q 0 ,, Public Storage STANDARD HOURS I'. ReservedA. for ourAccess .. .., Automatic 9 2 Enter v Day 0 customerse vill Unauthorized vehicles •• you To at tile - to open will be towed away at Owner's expense B. SITE SPECIFIC HOURS , -•..: Automatic I 2 Enter Code 930ant .II. Public Access Hours Gate 0 Gate Closes Iyou the b he rat at open right place PRIMARYOFFICE VINYL -PROVIDED BY IMAGE NATIONAL NOTE: PROVIDEMPRO MON IF MOUNTEDONANYEXTERIORWALL NOTE: PROVIDE UV PROTECTION IF MOUNIEDON ANY EXTERIOR WALL NOTE: PROVIDE UV PROTECTION IF MOUMEDON ANY FXIERIOR WALL NOT USED SCALE. NONE 19 SIGNAGE - RENTAL STALL ID SCALE: ITT .S. 15 SIGNAGE - PS PARKING ONLY SCALE N.T.S. 11 SIGNAGE - ENTRANCE GATE KEYPAD DECAL SCALE: N.T.S. 7 SIGNAGE -GATE BANNERS SCALE N.TS. 3 Elevators Thanks for storing with A. us. See you next time Public Storage E No Trespassing Access for Public a1 Ross is I Public Storage If %lhlt:hc Storage customers vExitPress *To Exit only duringEnter Accedis Code q business hours Ifyour code does DORI] § workplease visit the I B. Violators will be prosecuted - office forassistance NOTE: DOUBLE DOORS, INSTALL VINYL ON RIGHT SIDE DOOR NOTE: PROVIDE UV PROTECTION IF MOUNTED ON ANY EXTERIOR WALL NOTE: PROVIDE TV PROTECTION IF MOUNTED ON ANY EXTERIOR WALL NOTE: PROVIDE UV PROTECTION IF MOUNTED ON ANY EXFERIOR WALL NOTE: PROVIDE UV PROTECTION IF MOUNTED ON ANY E RIOR WALL PRIMARY OFFICE MULTIPLE ENTRANCES VINYL -PROVIDED BY IMAGE NATIONAL NOT USEDSCALE: NTS_ 18 SIGNAGE - HALLWAY DIRECTIONAL SCALE: NS5. 14 SIGNAGE - NO TRESPASSING I SCALE_NTS' 1O SIGNAGE - EXIT GATE KEYPAD DECAL SCALE NT% 6 SIGNAGE - EXIT GATE CODE L SIGN SCALE. N.T.S. 2 Just so you For your know well-being the right place This property is Storage of protected by 24 hazardous and Enter ApasectsCoche pressee At hour video combustible materials prohibited office for assistance NOTE: PROVIDE UV PROTECTION IF MOUNTED ON ANY EXTERIOR WALL NOTE: PROVIDE UV PROTECTION IF MOUNTED ON ANY EXTERIOR WALL NOTE: PROVIDE UV PROTECTION IF MOUNTED ON ANY EXTERIOR WALL NOTE: PROVIDE UV PROTECTION IF MOUNTED ON ANY EXTERIOR WALL NOT USED 17 SIGNAGE - MULTI -BUILDING SCALE: NONE 13 SIGNAGE - PROPERTY SURVEILLANCE I SCALE: N.T.S. - 9 SIGANGE - NO HAZARDOUS MATERIALS SCALE: HSS. 5 SIGNAGE -ENTRY GATE CODE L SIGN A :N?s. 1 23 ORCHARD ROAD, CULL 200 IAKE FOREST, CA 92GM10 T 949380 3970 F94938039J SXPBNAM VPItR' � Na C 28298 3 31 21 24� OF CPS.S� • c of +'= N o �yz 4 c C95 m eD. C)) =s o 0 n >t m ow ao �e e g C m R Promo Ni PUBLIC STORAGE TENANT IMPROVEMENT NoraAml 1801 ADRIAN RD. BURLINGAME, CA Owner Public Storage, Inc 701 Western Avenue Glendale, CA 91201 NO. REVISION DATE 90%PROGRESS A CITY SUBMITTAL 05/22/2020 Lot PC ResubmMal 10/05/2020 4G FN> Qcr� See Nam, BRANDED SIGNAGE TYPES Pro, all PS Estimate Not, Not mIt" SV el Proper No. 20458 Sheet No. G1e08 Neon, -vra-m Merchandise refund and return policy m customers may return or exchange """-'^^°"^•�`• merchandise provided that all of the farrowing , 1 Storage Public Pt are mec • • • • • Ybuexchangeor return s wtlNn 30 days aoriginalP h dare. • Youou h Ireceipt,and One Signs Hlany Si OFFICE'. • The mrh merchandise Isnew, unused and I1 • •' St unopened the riginalpacNaS ng ,. ef Dfive items and any prevail boxes may IN DURING elsabereNmM. I . Unless othervase noted, sale be, As Is' • • merchandise is Anal and cannotbe returned _ wercryanged a -' ARROW CAN BE LEFT, RIGHT OR STRAIGHT rM�semraMe®nnrv®r' i�s�iin A mpyortlds polkyls availabM upon request SIGNAGE - IL MERCHANDISE RETURN POLICY SCALE: N.T.S. 20 SIGNAGE: -A-FRAME SIDEWALK SIGN SCALE: N.T.S. 16 SIGNAGE - 3x8'OFFICE DIRECTIONAL ue'NT ' 12 SIGNAGE - 3x8 CUSTOM ADDRESS BANNER S. 8 SIGNAGE - OPEN DURING CONST SCALE: N.T.S. 4 Q WARNING 1�® Breathing the air in this loading • •lic !Storage dock or parking garage can expose Storage CUSTOMER Storage you to chemicals including carbon PARKING monoxide and gasoline or diesel OPEN engine exhaust which are known Re n to I Office to the State of California to cause CUSTOMER cancer and birth defects or other CONSTRUCTIONATOWNEFES reproductive harm. Do not stay in EXPENSE this area longer than necessary. ENTRANCE For more information, go to. ARROW CAN RE LEFT, RIGHT OR STRAIGHT www.P65Wamings.ca.gov Signage - CA Prop 65 Parking SCALE: FIT 19 SIGNAGE - CUSTOMER ENTRY FOR FRAME SCALE ,NrS. 15 SIGNAGE-CUSTOMER PARKING SCALE: N.T.S. 11 SIGNAGE - 4x8APEN DURING CONST SCALE: N.T.S. 7 SIGNAGE -OFFICE DIRECTIONAL SALE: N.T.S. 3 A WARNING StPublic orage Entering this area can expose you Public to chemicals known to the State A of California to cause cancer and Public Storage CONSTRUCTION birth defects or other reproductive harm, including Benzyl Chloride ENTRANCE Storage disinfectants and Mercury from STAFF ACCESS fluorescent light bulbs. For more information, go to. ONLY ARROW CAN RE LEFT, RIGHT OR STRAIGHT www.P65Wamings.ca.gov Signage - CA Prop 65 Entry Sign SCALE: NT.S. 18 SIGNAGE -18x24 STAFF ACCESS ONLY SCALE: N.TS. 14 SIGNAGE - 3x8 CONSTRUCTION ENTRY SCALE: N.T.S. 10 SIGNAGE -4x8 LOGO BANNER SCAL£ NT.S. 6 SIGNAGE - PAY RENT HERE SCALE: N.TS. 2 To Hold Door Open THE of E HAS MOV Enter keypad •Storage • • • • - • & open door CUSTOMER. ' 00 B. Push button • THE OFFICE Open door fully NOTRAILER AS MOVED • to engage magnetic lock ARROW UW BE LEFT, RIGHTOR STRAIGHT A. OFFICE IN TRAILER TO HOLD DOOR OPEN SCALE: NONE 17 SIGNAGE - 3x6 STAFF ACCESS ONLY SCALE:N.T.9 13 SIGNAGE -CUSTOMER ENTRY DIRECT uLE:Nas. 9 SIGNAGE - PARDON OUR DUST N.T.S. 5 NOT USED eNONE 1 eEo ' sHPBNMI vAxw ^^„ No. C-R829a ]-S1-R1 AN� OF CIL� C-_ a O bevia 3 By p Co of 6 oLc C ic �5 ^ v n N 'o Par G be az o II be be PUBLIC STORAGE TENANT IMPROVEMENT >mi.tticare„ 1801 ADRIAN RD. BURLINGAME, CA Public Storage, Inc 701 Western Avenue Glendale, CA 91201 NO REVISION DATE 90%PROGRESS & CITY SUBMITTAL 06/22/2020 1st PC Resubmitol 10/05/2020 RUN aP XvieveFD cntn TE Sheet him, BRANDED SIGNAGE TYPES Proj Par 9S enwn by: foeoo aedva by W GPIrractNo. 20458 sheet No. G 1009 Natute: 2020 xoos IN1 ROOF MEMBRANE[ FIRESTOPPING AT FLUTE$, TY'. OF AND OVER WALL WHERE OCCURS 5/8" DENSGVSS PRIME: THIS SIDE ONLY FROM ROOF DECK - AT NONCK TSLIPCONNERION AT NONBFARING WALLS ONLY 2p TRACKATSUPCONNECTION I 21-/ TRACKNONBATSUP CONNECTION AT TO TOP OF PENTHOUSE( AT NON -BEARING WALL$ ONLY ARING INI SEISMIC 20 O NT Afi.20 -- _ , - a MEMBRANE I COMPOSITE CONCRETE STAR I I4OAAPOSITE a / COMPOSITE DECK DECK " CONTINUOUS CHANNEL SHAPED 1 HR. FLOOR ASSEMBLY, UL I r HIE. FLOOR ASSEMBLY, UL DESIGN A CORROSION PROTECTED STEEL DESIGN D902, SEE A3.30, TYP. 902, REFER TO A3.30, FEE, CEILING RUNNER TOP TRACK IRE! CAULK BOTH SIDES PERPENDICULAR R PARALLEL TO METAL DECKING, FIRE / 20 TRACK AT SLIP CONNECTION _ TOPPING, REFER TO G2.03 (E) STRUCTURE, SEE AT NONBEARING WALLS ONLY ,� ff141BEAM REFER TO STkUSE. dMASS. I I CONTINUOUS CHANNEL SHAPED CORROSION STRU4T.DWGi " ` - 'T- PROTECTED STEEL CEILING RUNNER - ~LL* 0 FRAMING a I O I ILK BOTH SIDES PERPE ++ MTI MD FRAMING WALL TYPES B-2&B-3, CONI.NUCOUS, CHANNEL TO DECKDING,FPEOST(IPVINGL G2.03 DWG' 20 GpFFORN URNAFORLBEARING WALLS.20 BEARING LL STRUCTURE ABOVE __ HAP PROTECTED STEEL RUNNER - 1-LAY ER 4"MTL.gNIPL FIRMING, 20 GA FOR NON INSTALLED ]LAYER 5/8"TYPE % GYPSUM WALLBOARD - BOTH 50E5@WALLTYPE B-2 0/SILICONE BED GVP.BD. BOTH SIDESI I I BOTH SIDESI BEAR GWALL OCCURS. SEEA4.01&A4.D3 I I i 3 COAT9/8"SMOOTH FINISH NOTE: STUDWALL,REFER ELEVATOR ELEVATOR TO SIRUR. DWG'S HOISTWAYNDE I.OBBT SIDE 5/0"GYPSUM BOARD B IF FACING FlRE RISER RM. - 2-WYER 5/8"TYPE "X"GYPSUM WALLBOARD BOTH SIDES @ WALL TYPE 61 GEM. PIASTER TO MATCH REFER TO ENLARGED 5/8"GYF$UMWALLBOARD EXISTING W/METALLATH _ RESTROOM PLAN FOR MORE 4-FT. HIGH DIAMOND PATE WAINSCOT (PROVIDE MOISTURE R66TANT _ 3-WYER 5/8"TYPE IX' GYPSUM o/ 2 LAYERS OF SLOG. PAPER INFO. WHERE APPLIES - GYP. BOARD IN RESTROOM AND - WALLBOARD BOTH SIDES @ WALL TYPE B-3 o/Alft/WATEft BARRIER o/ SILL PLATE CONTINUOUS. CHANNEL CORROSION, - SECURITY MESH BY JANUS IANIT00.5CLOSL750E) - 1/2" PDNJOOD SHEATHING SHAPED, PROTECTED STEEL RUNNER REFER TO STRUC, R-13 BATTINSUNTION SECURITY MESH BY STORAGE PANEL PROVIDER -1 OWES At 20 GAMR.SNDFRAMING - ELF 3 PACT INSULATION i --5/8" GYPSUM WALLBOARD FINISH _ STORAGE FIRERISER ROOM (PROVIDE S" 20 GA AT PLUMBING WALL& 8" 20 GA AT APARTMENT _I�- I J FLOOR [� 5/8" GYPSUM WALLBOARD (PROVIDE MOISTURE RESIST T.0.5LA0',L UNIT CLOSET, SEE ENLARGED PLAN - ELEV. MACHINE ROOM, DAS ROOM, IN RESTROOM LOCATION) + : ., PACINGSTORAGEUNIT. O ELECT. ROOM &FIRE PARTITION (PROVIDE MOISTURE RESIST IN RESTROOM/JAN. LOCATION) ,- - 4 ALLSTUOSSHALL BE PROTECTED wIrx - a B ae SOUND INSULATION m7 - - m PANELPROVIDEDBTIANUS IF FACING JANITOR CLOSET IF'. FACING STORAGE UNIT. SECURITY MESH BY JANUS FIRE CAULK BOTH SIDES STORAGE ALL GWB SHALL BE PROTECTED WITH PANEL PERPENDICULAR OR PARALLEL TO DECKING, FIRE STOPPING G2.03 O NOTE: U 1T/CORRIDOR PROVIDED BY STORAGE PANEL PROVIDER 6" 20 GA MR. STUD - -6'20 GA MR. STUD FRAMING @ SECTION K-1 o REFER A9 01 & A4.03 ENLARGED SIDE IE'. FACING HALLWAYS. FRAMING SECTION Dl 4e 20 GA MTL STUD TOP PLATE CONTINUOUS, CHANNEL SHAPED CORROSION PROTECTED STEEL OFFICE & LOBBY PLAN FOR 1 48" OF GWB SHALL BE PROTECTED WITH FRAMING SECTION K-2 FLOOR RUNNER REFER'ro smut. MORE INTO. T DIAMOND PLATE WAINSCOT PROVIDED BY DWGS, CONTINUOUS, CHANNEL SHAPED, STORAGE PANEL PROVIDER ` EXTERIOR , �- INTERIOR '�-1LAYER 3/8"TYPE "%"' GYP, BD. BOTH SIDESI CORROSION PROTECTED STEEL f.01JTIN000S CHANNEL SHAPED. RESTROOM, FIRE RISER ROOM 4 STUD WALL, REFER CONTINUOUS, CHANNEL SHAPED, FLOOR RUNNER �' CORROSION PROTECTED STEEL STORAGE TO SMUR. DWGS. I - CORROSION PROTECTEDSTEEL FLOOR RUNNER UNIT/OR IF: FACING STORAGE UNIT. 4-FT. HIGH DIAMOND PLATE WAINSCOT WHERE APPLIES; SEE A4A1 FLOOR RUNNER FINISH Finafl BATTINSULATION, SEE CORRIDOR ALL GWB SHALL BE FINISH FLOOR MECH. DWGS. SIDE PROTECTED WITH PANEL SILL PLATE, CONTINUOUS, CHANNEL SHAPED CORROSION PROTECTED STEEL e / FINISH FLOOR >! PROVIDED BYIANUS FLOOR I{UNNER REFER i05TRUCT. DWGS. CONTINUOUS, CHANNEL CONTINUOUS, CHANNEL FINISH SHAPED, CORROSION SHAPED, CORROSIONW FLOOR PROTECTED STEEL FLOOR PROTECTED STEEL FLOOR - -.NON-RATED NON -BEARING �2 HR. FIRE RATED INTERIOR WALL RUNNER O/SILICONE BED - RUNNER - ,• IF: FACINGSTORAGEUNN:ALLGWBSHALLBE -RATED / NONBEA_RING INTERIOR B-1 # UL 419 ��IINTER10T WALL - FINISH FLOOR FINISH FLOOR ELEVpIDg PIT ' \�j/\ IF: FACING HALLWWITH AYS:8070MWOFL PROVIDED BY JANIUSGM ^NON F3 pUL/�DCESIGN STIC 55, TEST #SA-800421 � j SMILE BE PROTECTED WITH DIMOND PLATE B B HR. FIRE RATED INTERIOR WALL " IF: FACING LOBBY: CAN oBEFJURREDWRxIn' - B�2 =UL DESIGN # UL-419 HAT CHANEES AND BOTTOM AS SHALL BE PROTECTED WITH DIAMOND PLATE WAINSCOT STC 51, TEST# RAL-TL-90-166 T­, 2 HR RATED 61' MET_ AL STUD WALL -FNON-RATED INTERIOR PLUMBING WALL PROVIDED BY JANUS TELT UL DESIGN #U419, U451 K-I-% 1 HR RATED 6" METAL STUD WALL 3 HR. FIRE RATED INTERIOR WALL B' Q UL DESIGN #U906 AND CBC TABLE UL DESIGN # UL-419 K 2 NON -RATED INTERIOR 721.1(2) ITEM #3-1.1 STC 51, TEST# RAL-TL-90-166 6" METAL STUD EXT. PARTITION SCALE 1'-0" 21 6" METAL STUD PARTITION SCAUP 1" LED" 18 ---------- ELEVATOR WALL SCALE: I" DEC' 14 4" METAL STUD PARTITION SCALE: r'=r-0' 11 4" METAL STUD PARTITION STALE: 1"-1'-0" 7 4" METAL STUD PARTITION SCALE I -1. 0' 3 QyLl $HEAR WALL METAL PANEL (SHALLO VERCOR) WHERE APPLIES, REFW ERTOE STRUR.DWGS. CONC. -SEE STRUCT. PLANS 2" WIDE x16G0. A COAT. VERTICAL PENT M PLATE @ 1B^o.a MET. DEC AND AINTED - PLATE -PRIMED AND PAINTED SEEPLANUCT. TO DECK TO DECK CLOSURE CLOSURE PIECE - N$ B 21/2" 21/3" - ;�.� � �,DECKING, REFER TO ST0.11CT.DWGS. A TIME) - I, (NI TPO ROOF MEMBRANE SYSTEM (SEE ROOF PLAN GENERAL NOTES) 0/DENS(USS IN) TV (NI END ROOF MEMBRANE SYSTEM • (SEE ROOF PLAN GENERAL NOTES) O/DENSGLA4 COVER BOARD E%ISTNGCONCTLTLPWALL O - � B O T125-03 ED W/zmO:." it COVER BOARD ROOF MEMBRANESYSIEM - ... _ 1 PLAN DETAIL rAa v $CREWSTO PLA -_ O/RIGIDINSUDITION (SEE ROOF PLAN GENERAL NOTE$) 0/ RIGID INSULATION 0/STEEL 20 TRACKATSUPCONNECRON T12543 CON,. W/2JD0 O/IXI3rING ROOF 5HEATHING/DECKING 0/DEN3GVSS COVER BOARD ROOF DECKING, SFESfRUR. - AT NONBFARING WALLS ONLY --- - fll I IN LAT N 0 GD SU 0 DWG'S. ALSDSEE SPECS. SOtE'N$@IH O.0 TO DECK -- 0/STEELROOF DEIXING, SEE STRUR 1 DWGS. ALSO SEE SPECS. + # # # 1 9 EXISTING 0.00E SHEATHING BFNTSTL PLATE PRIMED AND PAINTED, REFER REALIT .O \ / COMPOSITE CONCRETE SLAB TO TRUM FOR LEAR LEVEL 2�. ADD-L ROW/BRACING,TYP. CONNECTOER N DETAIL CONTINUOUS SHAPED CORROSIO (E) CONC. TILT -UP WALL DWGS. FOR PROTE TEL CORROSION PROTECTED STEEL CEILING CREFER ONNECTOR DETAILS CONNECTION DETAILS RUNNER MIT. STUDS W/SIMP.'SCW" � CLIP CONNECTOR TO TRACK, FIRESTOPPING PERPENOICUTA0. OR CON POSITE FLOOR (CONO O/ STEEL DECKING) 18 GAGE EXPANDED WIRE LATH ON OFFICE SEE NOTE IX2 PARALLEL TO METAL DECKING REFER TO STRUCD DWGS. SIDE OF PARTITION TO EMEND TO UNDERSIDE EXTERIOR Emil G2'N STMRS SIDE CORRIDOR OR STORAGE UNIT SIDE fMERIOR INTERE CONTINUOUS SET.TRACK-CORROSION PROTECTED OF DECK C\ �5/8" GYPSUM WALLBOARD `CEILING 1. DO NOTATTACH$TUOTO TRACK, TYP. 1. DO MTL STAIR LANDING (WHERE ABBEYS) WHERE OCCURS, REFER TO RCP FOR CEILING TYPE. 2. USE2414 SHOULDERED SCREWS/ANCHORS FOR CONNECTION TO STUDSAND 2 R1214 IN IN RESTROOM LOCATION) 4" W0FRAMING, mGA FOR rvoN SELF-D SCREWS TO TIONA ADDITIONAL IN 3. FOR ADDITIONAL INFORMATION/TREATMENT$ SEE ARCH.0WG5. COMPOSITE DECK COMPOSITE DECK COMPOSITE DEIX RING BEARING WALL HEAR WALL METAL PANEL (SHALLOW VERCOR) WHERE -5/8" GYPSUM WALLBOARD (PROVIDE MOISTURE RESISTANT IN PARTITION TO SLAB CONNECTION SCALE, N.T.S. (20 2nd FOR (N)N'2nME +15'-2" +15'-2" APPLIES, REFER TOE STRUCT. . RESTROOM EAINJANITOR CLOSETATWALLS ONLYADJACENTTO MOP SINK.) - SECURITY MESH BY STORAGE 4" SEE. STUD FRAMING, SYSTEM VENDOR STEEL ANGLE SEE STRUCRRAL STEELANGLE SEE STRUCTURAL STEEL ANGLE SEE STRUCTURAL REFER TO SIMUCT. DEVICES. R 13 BATEOGULATEM (SOUND)ASOCCURS 4" SR. STUD FRAMING, WHERE OCCURS, REFERTO55TRUR. DWGS. &x&v16 MEDIUM WEIGHT STEEL REINFORCEDCMU WALLGROUIED 8,8,15 MEDIUM WEIGHTSTEEL REINFORCED CMU WALLGROUTED STORAGE UNR/ LOBBY, OFFICE, PROGRAMS FIRE RISER ROOM SOLID, SEESrRUCE DwG s. SOLID, SEE sTrzurr. DING'S. - - SIDE ` MIN - SEEM 3"GAP WHERE OCCURS - 11/2"HAT (El EXTERIOR CONC TILT -UP CHANNEL WALL (WHERE APPLIES) IF: FACING STORAGE UNIT. 2JUOI65CREW5 5/8"G.W.B.ON RESTROOM ALLGWB SHALL BE PROTECTED WITH flEINF. CONC. WALL FILL TO MATCH JAN. CLOSET SIDE PANEL PROVIDED BY JANUS EXISTING, WIDTH VARIES WHERE EXTERIOR INTERIOR O COLD ROLLED CHANNEL (CRC( OCCURS, REFER TO STREET. ' IF: FACING HALLWAYS. 1'S S6GA. COINED BRIDGING @T 48" OF GWB SHALL BE PROTECTED WITH 4'-0"OG, MAX., SEE NOTE #1 FINISH FLOOR FINISH FLOOR FINISH FLOOR DIAMOND PLATE WAINSCOT PROVIDED M'-6" p' +0'-6" A BYIANUS TO.$LAB IN �'D" T�O. SLAB 9 T.O. SLAB N 18 GAGE EXPANDED WIRE LATH ON OFFICE CLIP ^¢x2x16GA. x WIDTH OF STUD CONTI NEEDS, CLANK EL I SIDE OF PARTITION TO EXTEND TO UNDERSIDE -8"FEE. W/2-910-16SCREWS TO STUD 0'-0" 0'.0" SHAPED, CORROSION OF DECK ..SLAB E T.O. SLAB ED PROTECTED STEEL FLOOR CONTINUOUS, CHANNEL SHAPED, CORROSION RUNNER ON SILICONE BED - PROTECTED STEEL FLOOR RUNNER NOTE 4 _ FINISH FLOOR 1. BOARD WALLCOVERINGPROPERLY INSTALLED WDONEASEDE OF THEHORI20NTALBRACHEIGHTBE OMITTALLEDOREWALL OF STUDS T BRACING " (N)FINISH FLOOR COVERIOIZONT IN STALLED OR IS INSTALLEDON SIDE 15 REQUIGED IS REQUIRED. ALL UNCOVEREDSN05 LEVELER REQDIREFIANGEBRAD"GAT°'-0.00. MAX. REQUIRE FLANGE BRACING ANON -RATED EXTERIOR WALL- CONC. 1 HR RATED WALL @ STAIR E NON -RATED EXTERIOR WALL CMU HI UL DESIGN #U906 AND CBC TABLE 721.1(2) ITEM #3-1.1 NON -RATED INTERIOR BEARING& NON-RATED/NONBEARING \-_- NON ALL ACT P2 1�ED INTERIOR BEARING 8 e NON -BEARING WALL B METAL STUD BRIDGING SCALE: 1•=1'.n° 19 CONC. EXTERIOR WALL I SCALE: NONE 16 2 HR SHAFT WALL @STAIRS cuE:1"=1' . 13 CMU EXTERIOR WALLF SCALE: N/A 9 4" STL. STUD PARTITION SALL:1"=1•L•• - 5 4" METAL STUD PARTITION SIXLL'1'=1'-0' 1 S T U D 1 O architecture + engineering 23 ORCHARD ROAD, SUITE 200 TAKE FOREST, CA D26301 T 949380.3970 F949380.3771, 5F0 Fe4y -` sxaexnN vARIu ^„ No. C48R9a ]DTI-21 f� OF UU� Project Name PUBLIC STORAGE TENANT IMPROVEMENT Naenmdmm 1801 ADRIAN RD. 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REVISION DATE 90%PROGRESS & CIN SUBMITTAL 06/22/2020 1st PC Resubmitdl 10/05/2020 OUT LIATI BEG DG, PTNIEthrr P/IEwro BY _-OAT. SneerWma ULASSEMBLIES Pont Me PS Draw, by AN, Ago PMnMp.20458 G2w03 NUMIGN System No. W-L-1049 I I I II uI ANSI/UL1479(ASTM E814) I CAN/ULC S115 F Ratings- 1 and 2 Hr (See Item 1) ", FRating- 1 and 2 Hr (Sao Item 1) T Rating - 0 Hr FT Rating - grin L Rating At Ambient- Less Than 1 CFMIsq R FH Rating -1 and 2 Hr (See Item 1) L Rating At 400 F - Less Than 1 CFM/sq It I FTH Rating - 0 Hr L Rating At Ambient- Less Than 1 CRvj It L Rating At 400 F- Less Than l CFMlsq O A 1 1B 2 3 A Section A -A i. Wall Assembly - The 1 or 2 hr firetated gypsum wallboard/stud wall assembly shall be constructed d the materials and in the manner described in the individual U300 or U400 Series Wall or Parfltion Design in the UL Fire Resistance Directory, and shall include the fallowing construction features: l A. BWtls - Wall framing may consist of either wood studs or steel channel studs. Wood studs W consist d nom 2 by 4 in. (51 by 102 mm) tumber spaced 16 in. (406 ram) OC. Steel stutls to be min 3-518 3-1121n. (89 mm) undo and spaced Max 24 in. (610 ram) OC. When steel studs are used and fine diem of opening exceeds the wtMh of stud cavity, the opening shall be framed on all sides using lengths of steel stud Installed between the venial studs and screw -attached to Me steel studs at each end The framed opening in the wall shall be 4 to 61n. (102 to 152 mm) wider and 4 W 6 in. (102 to 152 mm) higher than the diem of the penetrating hem such that, when the penetrating Item is installed in the opening, a 2 to 3 in. (51 to 76 ram) deeance is present between Me penetrating Item and the flaming on all four sides. B. Gypsum Boal- 618 in. (16 ram) thick, 4O (1.22 m) wide with square or tapered edges. The gypsum beats type, thickness, number of Isyers, fastener type and sheet odentat on shall be as standard! in the individual 1.300 or U400 Sects Design in the UL Fire Resistance Directory. Max diem of opening is 26 in. (660 mm) for steel stud walls. Max diem of opening is 14-12 in. (SEA mm) for wood stutl walls. The hourly F and FH Ratings of the fimMop system are equal M Me hourly fire Not of Me wall assembly in which if is Installed. 1A Metallic Sleeve- (Optional, Not Shown)-Cyantlncel sleeve hbncated from min 0.016 in. (0.41 mm) W max 0.105 in. (27 ram) Mick sheet steel Length of steel sleeve to be equal to Me thickness of wall. Longitudinal seam of sleeve welded or overlappetl min 1 in. (25 mm). The arms of Me Steel sleeve shall be flush or reassetl max 114 in. (6 man) flan wall surfaces. aaaaaaaaa Specified Technologies Inc. 210 Evans Way Somerville, NJ 08876 Reproduced counaey of Undewdtom Labomtures, Inn Iu1 us L STI Created or Revised: December 20,2013 _ 1049 (see)_992-11W.(9a8)52 BOW•FPx(9na)MI1 151E-Mall. phserv@stNresbp.mm•We1i@:vrvrvi.sMfi opcom PAGE t OF Through Penetrant - One metallic pipe, conduit or tubing to be Installed either wncen lly or ewenWclly within Me fireslo tam. Pi conduit or tubing May be installed al an angle not greater Man 45tl degrees from perpendicular. The P sps co. 9 Y 9 g ay t annular space between pipe, conduit mtuiem and periphery es opening shall a min 0 in. (0 ram, point wnWct) M max 2 in. m ram). For maabnum its in. (406 ram) diem (or smaller) pipes, annular space shall la min 0 in. (0 ram, oc W LY ct) to cox 2 in. et ram). Pipe, nduit rtubin g W be rigidly supponetl on bath sitles of wall assemhty. The Wllowirg types antl saes of metallic pipes, wntluhs or tubing maybe used A. Steel Pipe- Nam 36 in. (914 man) diem (of smeller) Schedule 10 (or heavier) steal pipe. B. Icon Pipe- Nam 36 in. (914 mind diem (or smeller) cast or ductile Icon pipe. C. Conduit- Nom 4 in. (102 mm) diem (or smaller) Steel electrical metallic tubing, nom 6 in. (152 man) diem (or smaller) steel conduit or nom 1 in. (25 ram) diem (or smaller) fiexible steel conduit. D. Copper Tubing - Nom 6 in. If 52 ram) diem (or smaller) Type L (or heavier) copper tubing. E. Copper PI - Nom 6 in. 152 mm diem or smaller Regular or heavier copper e. Fill,Pld Pe ( ) ( ) g ( )Witl p. surf aces or CavlryMatador points -Sealant -Min et in. n7hram)thickness of fill material applied withinannulus, rush with both surfaces er wall. At the point cot ft gypsum location between through penetrant and gypsum board, a min 3I81n. (10 ram) diem bead of fill material shell be applied at the gypsum baNnhrough penetrant interface on both surfaces dwell. SPECIFIED TECHNOLOGIES INC - Specti Series SSS Sealant or SpecSSuI LCI Sealant Indicates such products shall bear the UL or all Certification Mark for jurisdictions employing the UL or SOL Cerffication (such as Canada), respectively. Specified Technologies Inc. 210 Evans Way Somerville, NJ 08876 Reproduced courtesy of underwrll Laboretones, Inc �I Created or Revised: December 202013 (a00}93D1180. (90e)526a000. FAX (908)2i1d415 • E-145t:teswe'na U Makip.mm. Webeilewwvsrlfimsbp.mm System No. WJ.8012 F Rating -2 Hr T Ratings U.1.12,1-3/4 and 2 Hr (Sale Items 2, 3 and 4) : A Section A -A i. Wall Assembly - Min b in. thicir minforcedlightweight or Manuel might(100-150 pi concrete. Wall may also be constructed of any UL Classified Concrete Blocks'. Max diem of opening Is I" sq in. with a Grew dimension of 24 in. See Concrete Blocks (CAZT) category In Use Fire Resistance Directory for names of manufacturers. 2. Through Penetrants - One or more pifryonconduiW or tubing to be installed Eccentrically or wmm�roily AMID the feel I system. The annular space between Me oipes, conduits or tubing Sod the periphery of the opening shall It min 0 in. (Point enact) to max 2 in. Separation befwem umnsdaW pipes, conduits or foam shall be min 112 in. to max 2 in. Pipes, wndefls or tubing to be rigidly supported on bath ;ides of the wall assembly. The following types and saes of pipes, conduits and I Won may be used: A. Steel Pipe - Nom 4 in. diem (or smelled Schedule 5 (or heavier) cool pipe. B. Icon Pipe- Nom 4 in. tliam (or smaller) cast or double iron pupa. C. Conduit- Nom 4 in. diem (or smaller) red steel conduit, nom 41n. diem (or smaller) steel electrical metallic tubing (EMT) or nom 4 in. diem (or smaller) Qexible aluminum or steel conduit. D. Copper Plpe - Nom 2 in. tlmm (or smaller) Regular (or heavier) copper pipe. E. Copper Tube - Nam 2 In.diem (or seal let) Type L(or heavier) copper tube. F. Polyvinyl Chloride flot Pipe- NOR 2 in. diem lot smaller) &nodule 40 solid or cellular core PVC pipe for use In vented (drain, waste or vent) or close] (process or supply) piping systems. G. Chlorinated Polyvinyl Chloride (Clot Pip - Nom 21n. diem (or smaller) Schedule 40 solid or calutor core CPVC pipe for use invented (dmin, waste or vent) or closed (Process or supply) piping systems. H: Rigid Nonmetallic Conduit-Nom 2in. diem (or smaller) PVC conduitiOstalled in accordance with Article 347 of the I'. Nallonal Electrical Code(NFPA70). I. Electrical Nonmetallic Tubing (EN'Thr Nom 2 in. diem (or smaller) ENT formed from PVC Installed in accordance with i Agree 331 of Me National Electrical Cade (NFPA 70). When Item thin 26, 2C, 2D or 2E Is used, the T Rating Is 0 hr. When Item IF, 2G, 2H or 21 is used, Me T Rating is 1J 4 hr. 3. Pipe Coverings - One or mom of Me metallic pipes or tubing may be insulated with one or more of the following types of pipe coverings: A. Pipe and Equipment Covering Matedri - Nom 2 in. Mick hollow cylindrical heavy density (min 3.5 pull) glass fiber units jacketed on the outside with an all service jacket. Longitudinal joints aSuletl with metal fasteners or Wctoryapplietl se8-sealing lap tape. Transverse joints secured with metal fasteners or bus tape supplied with the product. Annular space between Me insulated through penetrant and preiphery of opening shall be min O In. (point contact) to Graz 2 in. Separation between insulated or uninsulated pipes, wnduas or tubing shall be min 1M In. W Max in. See Pipe and Equipment Covering Materials (BRGU) category in Me Building Materials Directory for names of manufacturers. Any pipe covering material meaning the above specifications and bearing Me UL Classification Mail With a Flame Spreacl Index of 25 or less and a Smoke Developed Index of 50 or less may be used. Specified Tephnologles Inc. 210 Evans Way Somerville, NJ 08876 ReprWuwd cpadeey of Undemdters tab=Wdes. Inc. u1 Greater! ua or RevHed: Janry23,2014 L (SociaIW-G0n526ECt0•FA%(90n2314415•EfrladecMarv�stlllresbp.mm. WeMib.A ..sflr pam PAGE a OF2 2-1 B. Pipe Covering Materials'- Nom 2 in. thick unfacatl mineral floor pigs Insulation sized to the outside diem of pipe or tube. Pipe insula roe seared with min No. 8 AWG steel wire spaced Max 12 in. OC. Annular space between the insulated through penetrant and preiphery of opening shall be min 0 tn. (point contact) to max 2 in. Separation between uninsulated pipes, senders or Woes shall be min 12 in. to max 2 in. IIG MINWOOL L L C - High Temperature Pipe Insulation 1200, High Temperature Pipe Insulation BVkrT or High Temperature Pipe Insulation Themnaloc C. Sheathing MatedaP- Used in conjunction wit Item 4B. Foil-scrim-kra0 or all service jacket matedal shall be wrapped round Me outer cirwmference of Me pigs nsualson Item 43with the Read side ex ed. Lon i62dial' 'nis and transverse joints sealed with metal fasters or bah Wpe. Annular space shall be mine In. (point contact) to Max in. Sae Sheathing Materials (BVOV) category in Me Building Materials Directory for names of mamMmIp m s. Any sheathing material meeting Me above spedfiations and b ling the UL Classification Marking whin a Flame Spmd Index of 25 or less and a Smoke Developed Index of 50 or [Sao may be used. D. Tube Insulation-Plasti -Nom War in. thick acryloniMle butadiene/polyvinyl chloride(AWPVC) flexible foam fumishetl in Me form of tubing. Annular space between Me insulated through penetrant and preiphery of opening shall be min D in. (point contact) to max 2 in. Separation between insulated or uninsulated pipes, wndube or tubes shall be min to in. M max 2 in. Sae Pla0m OMFZ2 category in Me Plastics; Recognized Component Directory for names of manufacturers. An 9 ry 9 P ry Recognized Component tube Insulation meeting the above specifications and having a UL 94 Flammability Classifation of 945VA may be used. When Items 3A, 3B or 3C are used, the T Rating Is 2 hr. When Item 3D is used, Me T Rating is 1 hr. 4. Cables- Nom 2 in. diem (or smaller) fight bundle of cables consisting of one or more cables. Cable bundle spaced min 2 in. from other penetrants. Annular space between cable bundle and periphery of opening to be min 0 in. (point contact) W Max 2 In. Cable bundle to be rigidly supported on both sides of wall assembly. Any combination of the following types and sizes of. cables may be used: A. Max 200 pair No. 24 AWG (or smaller) copper concluder with polyvinyl chloride (PVC) insulation and jacketing material. B. Max i/0No. 350 kemll(or smaller) copper conductor cable with cross -linked polyethylene (XLPE) jacket C. Max 7/C No. 12 AWG (or smaller) copper conductor power and control cables with XLPE or WC insulation with XLPE or PVC jacket. D. Max WC No. 2N AWG (or smaller) copper or aluminum concluder SER cables with PVC insulation and jacket. E. Max 3/C No. SUN AWG (orsmaller) copper conductor PVC jacketed aluminum dad or steel clad TEN cable. F. Max 110/1 a fiber plate F.O.) cable with PVC insulation and jacket. G. Max 3/C with gmund No.8 AND (or smaller) copper concluder NM cable (Roue) wit PVC insulation and jacket. H. Max RGN coaxial cable with fluorinated ethylene insulation and jacket. I. Max 4 pair No. 24 AM (or smaller) wpperwnduclordaW cable with Hylarjacket and insulation. When cables are used, Me T Rating is g2 hr. 4A. Through Penetrating Product'- Nom 2 in tight bundle of max 41C No. 2J0 AWG (a smaller) aluminum crsf¢el Armored Cable+or Metal Clad Cable installed within Me opening. Annular spew between througlFpenebalkng productand periphery of opening to be min 0 in. (point wnj to max 2In. Through penetrating product rigidly suppodatl on both sides of well assembly. AFC CABLE SYSTEMS INC When Armored Cables or Metal Clad Cables are used, the T Rating is 12 hr. S. Firestop Material- The firestop system shall consist of the following items: A. Pecking Mabdal - Min 4 per mineral wool bad insulation compressed and firmly packed to min 3-1/2 in. and 4 1/4 in. depth for 1 and 2 hr An assemblies, respectively. Packing material Depressed from Such surface of the well as required to accommodate fill material (Item 5B). B. Fill, Void or Cavity Malarial'- Sealant- Min W8 in. thickness of fill material applied within annulus, flush with both surfaces of well assembly. At point contact locatians, min 1/41n. clans bead of fill material applied at through panetranGconcrele interface on both surfaces of well, SPECIFIED TECHNOLOGIES INC-Spec6eal LCI Sealant • Indicates such products shall bear the UL or cUL Cerlifiatlon Mark for jurisdictions employing the UL or Oil Certification (such as Canada), respectively. phnologies Inc. 210 Evans Way Somerville, NJ 08876 Reproduced courtesy of Underwntem Leborebries, Inc I. PAxrnrerAuAWIuit or Revised: January 23, 2042 a,,... w.b.A...a.•i ,,fimcmn...a. ----- wn�w Ana e.re,.....iamminwi LI m`f. Grew V-'T say i assent .woo �.,aoawwrbl ow wor won saw anoo,i a. war n war M, at way ua® own W»�r o..... .. 1. Ow.wai area. mA. WW III NOTES FIRE -STOP SYSTEMS SHALL BE INSTALLED AS TESTED IN ACCORDANCE WITH ASTM E814 AND CBC 708 AND 714.3.12 II I II II II III F Ratings No.WHr. s 5Otern 1 ) T Ratings - 314 and 1 Hr. A 1 4 4 2 2 n-qt 3 3 4 �i- A 1B Section A -A 1. Wall Assembly- The 1 or 2 hr fire -rated gypsum waliboarmstud wall assembly shall be constructed of the materials and In the manner described in the individual U300 or U400 Series Wall or Petition Design In the UL Fire Resistance Directory and shall Include Me following construction features: A. Studs - Wall forming may consist of either wood studs or steel channel studs. Wood studs to consist of nom 2 by 4 In. lumber spaced 16 in. O.C. with nom 2 by 41n. lumber end plates and cross braces. Stall studs to be min 3-1/2 in. wide and spaced max 24 in. O.C. B. Gypsum Board' -518 in. stick, 4 It wide with square or tapered edges. The gypsum board type, thickness, number of layers, fastener type and sheet orientation shall be as spere ed in Me individual LESS or U400 Series Design in the UL Fire Resistance Directory. Max tliam of opening Is 7S/8 in. The Mary F Rating of the firestop system Is equal to Me hourly fire orfing of the wall assembly in which it is installed. 2. Through Penetrant- One metallic pipe or tubing M be installed either concentrically or eccentrically within Me firestop system. Pipe or tubing to be rigidly supported on both sides of wall assembly. The fallowing types and saes of metallic pipes or tubing may be used: A. Steel Pipe- Nom 4 in. diem (a smaller) Schedule 10 (or heavier) sleet pipe. B. Iron Pipe -Nam 4 in. diem (or smaller) cast or ductile iron pipe. C. Capper Tubing - Nom 4 in. diem (or smaller) Type L (or heavie) copper tubing. D. Capper Pipe - Nom 4 in. diem (or smaller) Regular (or heavier) copper pipe. 3. Tube Insulation - Plastics+- Nom 314 in, or 1 in. thick acrylon8rile butadienemotyvinyl Chloride (A134i flexible foam fundshead In Me forth of tubing. The annular space between penetrating item and periphery of opening shall be min 01n. (polm wmadj to max 1-121n. When 1 In. thick ABROAD insulation is user) T Rating is 314 hr. When 314 In. thick ABIPVC insulation is used, T Rmtng Is 1 hr. See Plastics+ (OMF22) category in to Recognized Component Oimdary of names for manu durem. Any Recognized Component tube insulation material meeting the above specifications and having a UL 94 Flammability Classification of B IPVA may be used 4. Fill, Vctl or Cavity Material'- Sealant- Min 518 in. Thickness of fill material applied within annulus, flush with both surfaces of well. Min 114 in. diem bead of sealant to be applied at Me point contact location between the ARIPVC insulation and the gypsum boats. SPECIFIED TECHNOLOGIES INC - Speci Series SSS Sealant or Spec3eal LCI Sealant ' Indicator; such products shall beer the UL or of Cedifcation Me* for junstlictions employing the UL or COL. (Degiaation (such as Canada), respectively. Specified Technologies Inc. 210 Evans Way Somerville, NJ 08876 Repmduced couneay of UMervwdere tabomtortiou Inc 1 A Created or Revised jANUARY 23, 2014 (M)992-1100-(GNA2a8000-FAx(900)231E415.Ethan:tetl erv� ra topmm.Websibw Ofllresttopcam PAGE I VAL-5�1 23 ORCHARD ROAD SUI I E 2. TAKE FOREST CA 92630 '. T949380.3970 F9493303 oeo Asc a ry w srosnuu vutlu ^n I a. C-26298 a-3,-91 Public Stnitennp P,olett Ni PUBLIC STORAGE TENANT IMPROVEMENT PmoaAdj 1801 ADRIAN RD. BURLINGAME, CA Drawn Public a Store Inc. 701 Western Avenue Glendale, CA 91201 NO. REVISION DATE 90%PROGRESS & CITY SUBMITTAL 06/22/2020 1st PC Rem ittal 10/05/2020 REVIE E - SLD DEPARTMF linri Gwi name OPENING PROTECTION Ps Drawn Pby, m4, DO Chanced by sv KePPoject No. 20458 Sh No. G2a04 uN Wh: 2001 System No. W-L-2243 I I III I I III III III F Ratings- i and 2 Hr (See Item 1) T Ratings-1, 1-12 and 2 Hr (See Item land 3B) L Rating At Ambient - i CFM/sq ft L Rating At 400 F - Less Than 1 CFMIN it A 1 2 3 Q� 3C ,. I 3B 3C 3B ,A 1B Section A -A 1. Wall Assembly - The 1 or 2 hf fire -rated gypsum boats/stud wall assembly shall be constructed of Me materials and In the manner specified in the individual U300. U4C0 or V400 Series Wall and Periitlon Design in Me UL Fire Resistance Directory and shall include the following construction features: A. Studs- Wall framing mays consist awall wootl studs or steel channel studs. Wad studs In consist of nom 2 by 4 in. (51 by 102 min) lumber spaced; 16 in. (406 mind OC. Steel studs ro be min 3-1/2 in. (erg ram) Wide and spaced max 24 in. (610 ram) 01 B. Gypsum Boan-Thicknose, ype, numbers layers and fasteners as specified in Me indivial l Wall and Partitpn Doug Nom diam of opening is 1/4:to VZ in. IS m 13 mm) largerthen OD of mmugh cannot The hourly F Rating of the fireslop system is equal to Me hourly fire rating of the wall assembly in which It Is nsmlled. The hourly T Rating Is equal W the hourly fire rating of the wall in which it is installed except as noted under Item 3B. 1 2. Through Penetrant- One nonmetallic pipe or Deb it to be installed eccentrically or concentrically within the fireslop system. The annular space shall range from min 0 tn. (point contact) to max 1/2 in. 13 once dependent upon pipe diameter. Pipe or conduit to be rigidly supported on both sitles come wall assembly. The following types and sizes of nonmetallic pipes or conduits may be used A. Polyvinyl Chloride gai i Pipe- Nom 6 in. (152 food Diane (or smaller) solid or cellular core Schedule 40 PVC pipe ter use in dosed (process or supply) or vented (open, vaster avant) piping systems. B. Chlorinated Polyvinyl Chloride (CPVC) Pigs - Nom 6in. (152 mm)diem (or smaller) SDR 13.5 CPVC pipe for use in cleared (process or supply) piping systems. C. Rigid Nonmetallic Conduct+- Nom 6 in. (152 min) diam (or smaller) Schedule 40 PVC conduct Installed In acardance will Me National ElecMpl Code (NFPA 70). D. Acrylonitrlle Butadlene SWmne (ASS) Pipe- Nom 6 in. 152 mm) diam (or smaller) wild or cellular are Schedule 40 ABS pipe for use in closed (process or supply) or vented (dr iq waste or vent) piping systems. E. Fire Retardant Polypropylene (FRPP) Pipe - Nom 6 in. 152 min) diam (or smaller) Schedule 40 FRPP pipe for use in closed (process or supply) or vented (drain, waste or vent) piping systems. 3. FirestOp System- The fireslop system shall consistathe following: A. Fill, Void or Cavity Material' - Sealant- Fill material installed to min 114 in. (6 ram) depth within annulus on both sides of wall. When nom diam a pipe is less than 4 in. (102 ram) the sealant is optional. L Ratings apply only when sealant is used SPECIFIED TECHNOLOGIES INC - SpecSeal Series 100, 101, 102, 105, 120 Or 129 Sealant, SpecSeal LCI Sealant, Persil 300 Sealant or SpecSeal Series SIL300 Sealant Specified Technologies Inc. 210 Evans Way Somerville, NJ 08876 Reproduced wudery of Underwriters Labaaroro la. UL STI Created mRwwy ' November 2T, 2012 (000)992-1100•(900),52820Yv.FA%(9n8u'31d415•E-MaiMe,3haen�sMreslpp.mn•Weaailew+rx.stifimslopaxn W-L-2243 PAGE1pF3 System No. W.L.2241 F Ratings- i and 2 Hr (See Item 1) T Ratings- 0, 114,1 and 1-3/4 Hr (See Item 2) L Rating Al Ambient- Less Than i Cali ft L Rating At 400 F- Less Than 1 CFRWsq tt Section A -A 1. Wall Assembly -The 1 or 2 hr fire -rated gypsum bard/sWd wall assembly shall be mnsbuQed of Me materials and in Me manner specified in the individual U300 or U400 Series Wall or Parton Design in Me UL Fire Resistance Directory and shall include Me following conslmctary features: A. SW ds - Wall framing may consist of either wood stutls or steel channel studs. Wad surds to consist of nom 2 by 4 in. (51 by 102 min) lumber spaced max 16 in. (406 mm) OC. Steel studs to be min T1/2 in. (89 mm) wide and spaced max 24 in. (610 min) OC. B. Gypsum Board'- Thickness, type, number of layers and fasteners as speeded in the individual Wall and Par icon Design. Diam of opening to be 1 in. to 1.1/8 in. (25 to 29 ram) larger than outside diam of pipe. The hourly F Rating of the frrestop system Is equal to Me hourly fire rating of the wall assembly in which It Is Installed. When Item 2G or 2H is used, the hourly F Rating Is 1 hr. 2. Through Penetmnt- One nonmetallic pipe, conduit or tube to be Installed eccentrically or concentrically within the fireslop system. Pipe, conduit or tube to be rigidly supported on both sides of the wall assembly. The following types and sizes of nonmetallic pipes, conduits and tubes may be used A. Polyvinyl Chloride flei Pipe - Nom 2 in (51 min) diam (or smaller) Schedule 40 solid or cellular min PVC pipe for use in closed (process or supply) or vexed (dram, waste or vent) piping sysenes. Annular space shall be min 0 in. ( 0 ram, point contact) to max 1 in. (25 min). B. Chlodna Polyvinyl Chloride (CPVC) Pipe- Nom 2 in. (51 ram) diam (or smaller) SDR 13.5 or SMedule 80 CPVC pipe for use in dosed (process or supply) piping systems. Annular span shall be min 0 in. ( 0 mm, point contact) to max 1 in. (25 and. C. Rigid Nonmetallic Core ib-Nom 2in. (51 min)Ram (or smaller) Schedule 40 PVC conduit installed in accordance with Article 347 of Me National Electrical Code (NFPA 7g. Annular apace shall be min 0 in. ( 0 min, point contact) to max 1 in. (25 ram). D. Electrical Nonmetallic Tubing+- Nom 2 in. 151 min) diam (or smaller) PVC tubing installed in accordance with Article 331 of the National Electrical Code (NFPA 70). Annular space shall be min 0 in. ( 0 mm, point contact) to max 1 In. (25 ram). E Crass Linked Polyethylene (PE)() Tubing - Nom 1 in. (26 min) diam (or smaller) SDRB PEX tubing for use in closed (process or supply) piping systems. Annular space shall be min 0 up ( 0 mm, point contact) to max 1 in. (25 min). Specified Technologies Inc. 210 Evans Way Somerville, NJ 08876 Reproduced mutiny of Uncerverders L debates es, Inc. IuL Cr OrReAsd: Januai 2010 (era)992-1180.1900)5268000•FA%1903)231d415•EIAaiLtecbssrv(pElireaDlp.mm•We�lte:wuw.stlemslpp.mm W-L-2241 PAGEI GF2 Fill, Vold or Cavity MateriaP- Wrap Ship - Nam 118 or 3116 in. (3.2 or 4.8 min) thick intumeacent material faced an both sides with plastic film, supplied In 2 in. (51 rand wide strips or 1/4 in. (6 mind thick idunmc ym material faced on both sides with plastic film, supplied in 1-1/2 in. (38 min) witle stripe. Strips tightly wrapped around nonmetallic pipe with edges burned against both surfaces of Me wall. The wrap strips may be installed with buffed seams with butted seems in successive layers aligned or offset or continuously wrapped around through penetrant. Wrap stops are temporarily held in place with mashing tape. The number of layers of wrap stop am dependent on the diam of the pipe as tabulated below: Diem of Though g PenallumnaL in. mcni Wrap Stop Type Layers of WrapSalP 6 Iit RED RED2 BLU or BLU2 13are 4(102) RED, RED 2, BLU or BLU2 t 3 4(102) RED, RED 2, BLU or BLU 2 1 2" 3(76) RED, RED 2, BLU or BLU 2 2 2(51) RED, RED 2, BLU or BLU 2 1 ' For room S In. (152 min) pipe, two sale of three wrap strip layers are's cked'to attain a 3 in. (76 mm) Word for RED Wrap Strip or 4 In. 102 min) width for BLU or BLU2 wrap stop. For nom6 in. (152 min) diam solid core PVC, CPVC, ASS I and RNC pipes, one suad<offourwrap stop layers of RED, RED2, B W or 31-1,12 Wrap stop. " When two layers of wrap strip are used in lieu s three fort, In. (102 mm) diam pipe; to T Raring is l-ill hrfor2 hr filreastnd wall assembly. SPECIFIED TECHNOLOGIES INC - SpecSeal RED Wrap Stop, Spec6eal RED2 Wrap Ship, SpecSeal BLU Wrap atop of Spci BLUR Wrap Stop B1. Fill. Void, or Cavity Material - Wrap Strip - (Not Shawn)- As an alternate to Item 3B for nom 2 in., 3 in. and 4 in (51, 76 and 102 mm) tliam pipes, precut intumescent wrap strip faced on both sides with a plastic film sized to fit the OD of Me pipe. I The stag of the intumescent wrap stop for each pipe size Is tabulated below. Nam Pipe Diam, in. prind wrap Strip Wrap Stop ize, ' Micknass by width by lenghl, In. fimi 2(51) SSW125 He by 1-112 by 8-113 3 b 38 b 209 3 (Tfi) SSMI250 114 by 1-1/2 by 12-11116 6 38 322 4(102) SSW375 3/8 by 1-1/2 by 16 0 bar 38 by 406 SPECIFIED TECHNOLOGIES INC - SarSeal SSW125, SSW250, or SSM75 Wrap Slop. When SpecSeal SSW125 Wrap Stop is used, Me max annular space shall be 118 in, (3 ram). When SpecSeal SSM50 Wrap Strip is used, Me max annular space shall be 1/4 in. (6 mm). Specified Technologies Inc. 210 Evans Way Somerville, NJ 08876 R pI u, matey a UndelwMaa laboratories, Inc. L STICmatedor Revised: NwembwV,M12 W-L-2243 (8001992-11W•(90e)52G8000•FAX1900)231$115•E-Mell:hxmervl�eametW.axn•Websilevmw_elinreslopmn, - PAGE 2GF3 F. Acrylonitdla Butadlene Styrene(ABS)pipe -Nom 1-112in. (38 mm)Rican (or smaller) Schedule 40 solid -care or cellular core ABS pipe for use in closed (process or supply) or vented (drain, waste or vent) piping systems. Annular space shall be min 1/4 in. IS mm) M max W4 in. H9 min). G. Polyvinyl Chloride (PVC) Pipe - Nom 3 in. (76 min) clam (or smaller) Schedule 40 solid or cellular care PVC pipe for use in closed (process or supply) piping systems. Annular space shall be min 0 in. (0 ram, point compact) to max 1 in. (25 ram). H. Chlorinated Polyvinyl Chloride (CPVC) Pipe - Nom 3 in. (76 min) diam (or smaller) SDR 17 CPVC pipe for use in closed (process or supply) piping systems. Annular space shall be min 0 in. (0 ram, dint antacid to max 1 In. (25 ram). Men Item 2A or 2B Is used, the T Rating is 114 hr. When Rem 2C, 2D, or 2E is used, the T Rating Is 1 hr and 1-314 hr for 1 hr and 2 hr fire acted walls, mspa vey. When Item 2F, Re, or 2H is used, T Rating Is 0 hr. 3. Fill, Void or Cavity Ma naP- Sealant- Min SIR in. (16 mad Mictmess of fill material applied Within annulus, flush watch both surfaces of wall assembly. At point contact location, min 114 in. (6 mm) tliam bead of fill matenal applied at nonmetallic fepregypsum board interface on bets surfaces of wall. SPECIFIED TECHNOLOGIES INC - SpecSeal LCI Sealant or Type WF300 FimsWp Caulk (for woad studs only) ' Indicates such products shall bear the UL or cUL Cerlificetion Mark for jurisdictions employing the UL or cUL Cedi cation (such as Canada), respesivey. Specified Technologies Inc. 210 Evans Way Somerville, NJ 08876 Reprmamd aUneay Of UndenY ubnratulee. Inc L STI Created or Revised: January 23.2014 (800)9M-11W •(90B)5268W]•FPX (908)231d415•E-Mailae,Sserv®s9fimsbp.cpn •WebaXe:wwx.erifireelop.mm PAFE20F12 C. Steel Collar- Nom 1-112. 2, 3 or 4 in. (38, 51, 76 or 102 ram) deep collar, dependent upon wrap strip witlth, with 1 in. (a ram) wide by 21n. (61 min) long anchor two for securemeM to gypsum bear and min 314 in. 19 ram) Wide retaining tabs tapering down to 114 in. (a min) wide and located opposite the anchor tabs. Steel collar, with anchor tabs bent outward 90 deg, wrapped tightly around wrap stop layers with min 1 in. (26 min) ovedap at seam. Retainer tabs be be bent 90 deg toward pipe to lod<wrap Plains In position. Anchor tabs to be pressed tightly against wall surfaces, and collar to be secured In place With one 1R in.:(13 min) wide by 0.028 In. (0.7 min) thick stainless steel band clamp. Two band clamps are required for 3 in. (76 min) high (cc higher) collar on 61n, 152 min) pipe. As an alternate to the band damps on 1-1Q in. (38 min) antl a stop, secure miler together b means of three No. 8 b 114 2 in. 51 ram rice mllam encasing two or more layers swan Y ( ) P g Y P P. 09 Y t well with )thin. Metal tliamb min The in. 0ram Ion In. (6 man) Ion steel screrMs. Collar to be cearetl o Y P I 9 steel cooly bogs or to ant ups in a from ation wilt min 4 in. (32 ram) diam steal tender wall rashers. The number,hollow wallanchors is tlepentlent uponthenon tlamcome Mmughpmeirant.Min two hollowwall machines, ame . loceled, symmetrically requlretl for cam 1-1re in. required ram) and 2 in (51 ram) tliam mmugh (76 �ne"n�. do Min mrea hollow wag . Min four symmarioalty hied, are requlretl for non r2-1Qequired in (64 ram) and 3 in. hyr ram) tliam through penetrants. Min four hollow wall anchors, symmetomlly located,amrequired for non 3-ie in. (89 min) and 4 in. d di ram) diam through penehanta. Min six hollow wall anchors, symmetrically IaceMd, are required for non 8 in. (152 ram) tliam through Penebants. ' When using one stack of four layers of Wrap stop for nom 6 in. H52 ram) clam pipes, two layers of nom 1-1/2 or 21n. (38 or 51 min) deep collar (dependent upon wrap stop width) is to be wrapped around wrap stop and penetrant with min 1 In. (25 ram) ovedap. D. Fires pr Device"- (Not Shawn) -As an alternate to Items C and D, a fireslop device consisting of a galy steel collar lined with an intumescent maternal sized M fit the specific diam of me through penetrant may be used Device shall be installed around through-peneYmt in accordance With the accompanying installation Instructions. Device inmrpomtas anchor tabs for securemeM to both surfaces of wall assembly by means of 118 In. (3.2 mm) diam by 2J 4 in. (70 ram) long steel molly bolls or toggle becks in conjunction with min 1-1/4 in. (32 ram) diam steel former washers. SPECIFIED TECHNOLOGIES INC - Specseal Final Cellar, SpecSeal LCC Collar or SpecSeal SSC Callan. When SpecSeal LCC Collar or SpecSeal BBC Collar are used, me max annular space shall be hff in. (3 ram) as max 2-112 in. deal min) diam pipe and shall be over 114 in. (6 min) far pipe larger Man 2-1/4 in. (64 min) diem. ' Indicates such products shall hear the UL or WL Certification Mark for jurisdictions employing Me UL or WL CeNfiratiOn (such as Canada), respectively. +Bearing the ILL Listing Mark Spereified Technologies Inc. 210 Evans Way Somerville NJ 08876 11 Reproduced murlasy a UMwwMem Ldxrmlories, Inc. YL Created Or Revises: Nwember27.2012 (Bm)992-1100.1900,15268WJ•FA%19Ce)231A415•E-Mvl]eUurv�s118maWp.can• WeRVRwww.sti9reabp.wn System No. W-L_1166 IIVI11V111Ill I In 111 P MSIML1479 (ASTM E814) CANIULG S115 F Ratings- 1 and 2 Hr (See Item l) FRatings- 1 and 2 Hr (Sao Item l) T Ratings- 114, 314 and 1 Hr (See Items 2 and 4) FT Ratings - 114, 314 and l Hr (See Items 2 and 4) L Rating At Ambient - Less Than i CFM/sq it FH Ratings-1 and 2 Hr (See Item 1) L Rating At 400 F - Less Then l CFM/sqft FTH Ratings- 114, T4 and l Hr (See Items 2 and 41 L Rating At Ambient- Less Than 1 CFMIsq ft L Rating At 400 F - Less Than 1 CFM/sq it II �A III 4 2 1I I - 1 �A 4 1B Section A -A 1. Wall Assembly- The l or 2 hr firamled gypsum vrzllbsudIstud wall assembly shall be contacted of the mateoals and In Me manner desafbed in the mcknodual U400, V400 or WMNO Series Wall or Padkion Designs in to UL Fire Reeistance Db w and shall include the following construction features: A. Studs - Wall fiaming shall consist of min 3-5I8 in. (92 mm) wide steel studs spaced max 24 in. (610 ram) OC. B. Gypsum Board`- Thickness, type, number of layers and fasteners, as specified In the individual U400, V400 or W400 Series design. Max height of opening is 6 in. (152 min). Max width Ofopening is 36 in. (914 ram). The hourly F and FH Ratings of the firesop system are equal to the hourly fire rating Of Me wall assembly In which it is installed. 2. Through Penetrants- Multiple pipes or conduits installed in single layer array within the fireslop system. The annular space between the pipes and conduits and the edges of the opening shall be min 0 in. (point contact) to max 3 in. (76 ram). The separation between pipes and conduits W be min 114 in. (6 ram) to max 3 in. (76 one. Pipes and mandate to be rigidly suparted on bath sides of wall Brune y. The fallowing types and sizes of metallic pipe or catapult may be used: A Steel Pipe - Nom 4 in. (102 min) diem (or smaller) Schedule 5 (or heavier) steel pipe. B. contlult- Nom 4 in. (102 ram) tliam (or smaller) rigid steel conduit or steel Electrical maallic tubing (EMT). When diam of pipe or conduit is gmamr Man 21n.(51 ram), T, FT and FTH Ratings are 114 hr. OMor w, T, FT and FTH Ratings am 314 hr or 1 hr as detailed In them 4. 3. Farming Material - (Optional, Not Shown) -Form backer cod, mineral wool bat insulation or glass fiber insulation packed into opening and recessed min 5/8 in. (16 min) (ram each surface aMe wall W accommodate fill mammal. 4. Fill Void or Cavity Materials'- Sealant- Min 518 in. (16ram) thickness Of fill material installed to completely fill annular space between pipes, conduits and gypsum wallboard flush with each surface of wall. Min 1/4 in. (6 min) diam bead of fill material applied m Me Peach all interface at the point contact locations on baby sides of the wall. SPECIFIED TECHNOLOGIES INC- SpecSeal LC150 Sealant, SpecSeal Series SSS Sealant or Spill LCI Sealant. When SpecSeal LC150 Sealant Is used INIM max 2 in. (51 ram) diam pipe or conduit, T, FT and FTH Ratings are 314 hr. Otherwise, when Spec3eal LCI or SpecSeal Series SSS Sealant is used with max 21n. (51 min) diam pipe or conduit, T, FT and FTH Ratings are 1 hr. ' Indicates such protluas shall bear Me UL or ci Certification Mark forjunta ictions employing Me UL or WL Cerfffiwhen (such as Canada ivel. Specified Technologies Inc. 210 Evans Way Somerville. NJ 08876 RepmdumE courtesy an fundemMsm tabwabries. Inc. C L US STI Created or Revised January 25. 2014 a (am)9e2-1180.("I5268000•Fax(908)231d415. PAGE 1OFI FIRE -STOP SYSTEMS SHALL BE INSTALLED AS TESTED IN ACCORDANCE WITH ASTM E814 AND CBC 708 AND 714.3A2 Profof Name PUBLIC STORAGE TENANT IMPROVEMENT i'moc address 1801 ADRIAN RD. BURLINGAME, CA Omer Public Storage, Inc. 701 Western Avenue Glendale, CA 91201 NO. BEaNON DATE 90%PBOGRE55& DOYSUBMITTAL 06/22/2020 1st PCBesubmittal 10/05/2020 REVIEWE D mou IrFVIE1YEa BY AT, axes Name OPENING PROTECTION Pit] en.PS Drawn Be ro4, Do cheakM by sv xsP Intel No, 20458 see No. G2e05 Plot Dee 201 6710 NOTE: VEWFYCFNTERLINEOFOOLUMN 4'O" UPPERLOCKERHEIGHT 8'-0"TOPOFDECK DIM. TO PROTECT FIXED DOOR PANEL I LOCATION W/ STRUCTURAL PLANS LOBBY INTERIOR L 1-1/2" DIAM. SAW. PIPE RAIL z'• DIM. TO PROTECT OPENING DOOR PANEL VERTICAL PARTITION FOR UPPER LOCKER - I ON OF BACK WALL4'L/R _' ANUS EE- 2"CORE CUT' WfLDJO1rvT jIW) STORAGEUNIT i _y ANUS PLANS GROUT BACKFILL A 2"CORE CUT CONCRETE �I STOflT:FROMEBUMPER P•-6"DEPTH. 1-1/2'•GALV. JI / GDRP'•IDDR 11/2"IJIAM. CLAMMILY PIPE RAIL = PIPE INSET WITH GROUT STEEL STUDS, REFEfl BACKFILL TO'iTRUCF.DWG'S. (2)-SWEDE �_� LOCKERSABOVE a _ ' DOOR, SEE PA N EL,VENDOR REFER - . a VENDOR VENDOR PLANS y 4� TO TO VENC00. PLANS � IV ROU.-UEELOUNIT W/ ROLL -UP BELOW C.L OF POST MEASURED OFF THE CLEAR OPEN EDGE OF DOOR .� 1 Zrr.: 'y iN 4 i Y EXIT S' EXIT III} ___ L Ic�dl ___ J)) �BII ) FIXED DOOR PANEL OPENING DOOR PANEL (IN FEEL OPEN POSITION) ❑ ❑ �: p J IN - IN IN 1 -�Rla lI FIXED ININOOW SIDELIGHT C,E 11 = �r --' PyEP PJ L_ II �I L� 9(I SeOY r SPEEDEVENDOR -NN' PANELVENDOR J PLANS SEE VENDOR PLANS BLDG EXTERIOR SE SEE vfrvoore Pwrvs COF;FtIDOR ... CLOSED DOOR POSITION OPEN DOOR POSITION UNIT PANELS AND DOORS SCALE:1/4'•=1`E'•`. 20 STO/{RRE�FRONT BUMPER RAIL SECTION EGALE:1"=r-D• 16 NOT USED sCLE:NOE 12 4" CORNER CHAMFER AT STORAGE UNIT S( LE:T'-V G 8 STOREFRONT DOOR BUMPER RAIL KALE:11/2'•=r-v q NOTE: \'� T R•B Bib C']' C'4 C'% D'B D•B R NOTE: GRq VERIFYCEN[ERONEOFCOLUMN LOCATION W/STRUCT. DWVS. UPPER LOCKER DEPTH UUT" FTOD b INCLUDING FRAMING TO BE KB" 30'-0" -0 30'" 30'iY 3-0" 0' 30'-0" X B' MAXIMUM TO COMPLY WITH FIRE FULL HEIGHT COLUMN SPRINKLER REQUIREMENTS 1.9 - '_-I �f ���III __ _ _ _ OXGO - - 1 �f /� 1OX2O 'i-I-Gx2D ��^ 1OX20 1Ox3O-- �f /� -1 Gx2-0 AM. GALV. PIPE ILI- RAIL RAIL G•0"06. 7'- 11• VERTICAL PARTITION III III 5x5 - _ CENTERLNE I I 2 CORE CUT CONCRETE OF I CENTERUNE OF CERTITUDE OF CENTERHNEOF CENTERLINE OF li 4'-6"DEPTH. 1-1/2"GALV. -_- BEARING WALL (VERIFY - BEARING WALL (VERIFY BEARING RIALL(VERIFY BEARING WALL (VERIFY BEARING WALL IVERHY: u PIPE INSET WITH GROUT FULL HEIGHT BOXED-. „ VUSTRUCTURAL III W/sTRUCRUAL W/STRUCTURAL W/STRUCTURAL W/sTRUCTURAL STORAGE UNIT STORAGE UNIT 6 BACKFRL 1 PLANS.IYP.)� 5XS III III I PLANS. TYP.) PwNS,TY?.I PLANS. TYP) PwNS.TYP.) - n .. 0¶II')' Y -.-c I I I STEEL SLIDING, REFER TO STRUCT. DWG'S a - SX5 Ijll PANEL ON THIS III ill z II smE or wqu 2••X-BRACE •; .� = _ Ep IL I ODOR, SEE (ANUS PANEL SEE SECTION 2V4 CHANNEL .r. I Q �IN :II II II II I II ''I VENDOR PUNS VENDOR PLANS lANU5 PLANS OF lOX1 SXS lOX1S 1OX152J. 1Ox15 1Ox15 1Ox15 III II ILOBBYWALLJANLOCKEROE[K BV JA US((191 1.6 __ _ -o - St CUR. I� _ _ 1 oo_ II aQ -_ II ii -._ _. L JiT� T �• J FLOOR CHANNEL e•-G� aQ. CORRIDOR 6„ 5x5 01 II FRAME/ ILI �__---- ttP II u^ J� c J ry ________ _____ - __ �iR�, o CORECUT CONCRETE 0 a =_----_ - --* ____ _ _______ _ _-- -- - ____ ___`___ _ - --ACDE I n u 12 PLAN VIEW ITS" - z / J CORRIDOR PANEL ¢t - Q RVENRE CORRIDOR IRE INSET WITH1G0.0UTLV B sEEKALL R PLANS 1-1/E" DIAM. GALV. PIPE RAIL F TLT1 \ LOCKER DECK W/ FRAMING SCAL91/4"rB•' 19 WALL INTERSECTION SCALE ;3"FLUSH FLOOR MOUNTED CART RAIL SCALE:1"1'-D" 3 I o ELFv -- III wSHHwDERPANEL o O0.HGLO5q warts x I ill COLOR: GLOSSY WHIT LINE OF FLOOR OR DECK _ '�u / \� ,III LINE OF FLOOR OR DECK FLOOR OR HIS. BM'S, __ -- LOBBYI I III PURLANORH 1.2 _ _.L. _ EMIR I _ _III lOX2O rR �f IOXGO _ _ _ROBLIN l POST H MIN. j ELEV-- PARTITION HEIGHTS' WI MIN. BURGLAR MR FIAT NTER OVER TZ i REFER TO WALL TYPES & RPARTITION EFER T, WALL& LTEOES SNEE SYSTEM AS SHOWN WHEN GAP SPACING TO ROOF DECK OR r MANU . AS NEEDED GAP WHERE GAP 18 LESS THAN 24" FLOOR ISGREMRHAT TCN 241 � III UNIT NUMBER UE OPEN OPEN OPEN OPEN UNITNUMANGLE QUE NO BURGLAR BARHARTER ESTHANHALLWAY CHANNELS S REE - - 0 ___ . 3,4 16 =- I III `I ANGLE TOPTRIM ANGLE TOP TRIM ANGLE {� I N n FLUSH PIER PANEL n A I I III PANEL PIERPANEL O COLOR: GLOSSY WHITE 9 I / 1 \ I III II COSHPIER COLOR E 0 D I I 0- I I _LL _ _ - TYPICAL UNIT DIMENSION CONTROL PLAN 11 BOTTOMTBMANGLE _ w BOTTOM TRIM ANGLE _- ®I II .9 J.4 1.8 K.3 K.7 L2 L.5 -- --_--- - 1 `ROVE « 10'-0" DOW SO'-0" BD•- o•• ' 10•-0•' l0•-0•' ^ - s i III O = UNTIL SWUNG DOOR W/VINYL - - 19 - _ (5)BURG BUIbTYPEWEATHERSTWP .� w - - _ - - V ' BARSTOt 5x5 AT BITIT. R. SEE v - O ' MAXIMUM G. uS III DOOR SCHOEDUOLP FOR SIZE. m_ M OPENING SPACE COLOR: GLOSSY PS ORANGE _ _ Y _ m Q O BETWEEN BARS w 3 1.R O - I, CEMERLINEOF CENT RUNEOF 'J CENTERLINE F! __ CENTERLINEOF SEMIREFUSEDFIREEMINGUISHER DOROPETOEWN ROPE LOOP TENOFOR 13 MAX. PROJECTION OF IN U p PANEL THIS µ BEARING WALL VERIFY BEARINGWALL VERIFY BEARING WALL VERIFY BEARING WALL VERIFY SIDEOF WALL IK ( ( ¢� III SX5 ( w S.S.SLIDING DOOR LATCH BYCNATEAU ACENDEDPUNILL BE MAX.48"A.F.F.WHEN G1.W CABINETR: MAXE 4", COLOR: PSORANGEOR RED SECURITY ' W/STRUCTURAL W/STRUCTURAL W/sTRURURAL IP WE STRUCTURAL PRODUCTS OR OWNER APPROVED EQUAL OPEN DOOR IS COMPLETELY OPEN DOOR MESH 00 OR COLUMNS ttl OC OR COLUMNSTICAL IV MAX, Q m = o PLANS, EYE.) I I PIANS, TRIP.) I PLANS, TYP.) i 1 4s "O _-- PUNS, ESP.) SEMI FIRE EXTINGUISHER CABINET W/ MA%. PROJECTION OF 4". Ss. SLIDING DOOR LATCH UNIT ROLL -UP ODOR W/VINYL BULB-NPE WEATHERSTRIP BY CHATEAU PRODUCTS OR AT BUTT. OF DOOR. SEE DOOR SCHEDULE FOR SIZE. - p G1A1] OWNERAPPROVEDEQUAt ' I '�•� { Ow aO -' COLOR: PSORANGE OR RED COLOR: GLOSSY PS ORANGE 10x15 �Ox15z3 IOx15 1Ox15 1Ox15 <g iii x5 1Ox1503 LL 5-- lOxl TYPICAL PUBLIC STORAGE INTERIOR STORAGE UNIT ELEVATION scA:3/B"=r-0" 2 p HALLWAY CHANNEL 1 6 I Ou � O - - - -p O _IrrI BLI sTRURURAL ELEMEM MOUNTED FDLIGHT FIXTURE@20'O.[.. TO IS IN E%LESS OF I3'0". DE[K say R. K EP SUEDSRFACENTED UNLESSIFLOORT KEPLIGHTSSUPFACEAMOUN LIGHTEIGHT S 2 CORRIDOR I ORRID FLOOR LIGHT BE MOUNTED 10 FIXTURE BE MOUNTED 0 W1LOCKINGC COVER 'A.F.F. W/LOCKING COVER ry l p UNITS WITH OVERHEAD LOCKERS TO HAVE FIXTURE MOUNTED ABOVE HEIGHT OF DOOf((sWING). FIRESPRINKLERBE ABOVE LIGHT FIXT tt - `Ax5 • USE FOR FIXTURES MOUNTED BELOW B'-6" UGAS NITS ACROSS HALLWAYS, PERPENDICULAR WHEREVERMALL WHEREVER POSSIBLE P 1 / FRAME/ I RA : SPRINKLER (IYP. RSYSTE ITT MOUNT UNIT LIGHT FIXTURE AS SHOWN W/ MOUNT UNIT UGHTFIXTUEEAS SHOWN SYSTEM, SE£ i I. wCEOF 2"METAL I� " �-(-- COMPOSTFEFLOORDECK ORROFSTRUCNRE. MOTION SENSOR POINTED AT UNIT DOOR. VENDOR PtANB m CORRIDOR PANEL' � 8 j. WAC E gUIP&DUCTWORK WHERE OCCURS. 11 w N .. a• c e 14 a v o ! PARTITION " o n ` (TYR) 0 1.4 __ ___ __ ___ __ --- _ _ _ u _ _ _ -.__ RUN ALL EXPOSED CONDUIT FORANY S DOOR, SEE y 1Ox5 1DX5 ELECTRIC FIXTURE INCORRIDOR ON BACKSIDE OFED DOOR SCHEDULE w CORRIDOR PARTITION7-1 V. 0 o --- --- •• N 5 @25'AN030'DEEPU Is „ 5 '@15'OEEP CORNEDO T$ m - w P PENINGWHERENO ) - U MOBIL SEC MESH OCCURS �Xf� MITI INSTALL HORIZONTALL'x0"14 GA. WIRE _ 1OX2O oLL 'ITS /1ZO _____ �1 Ox2VJQ -1OX2O _ r� -1 OX<O - _ p o ON SWIVEL MOUNT COORDINATED 'r tp MESH ATOP. IF OF UNHTYPICALLY 15 DETERMINED By IS ILDING& VERIFY SPRINKLER HEAD SEPARATION REQMT STON 3 FIRE TO FINAL dL E. ww 1 HALLWAY �11 �p lNs pDEIPAT¶POPIOR x'no TG 8'-0"MINIMUM CEEARANCETO HVACEQUIP&DUCTWORK I' STORAGE a CORRIDOR m It i NOTIFY. 13'-B" MINIMUM AT PARKING AND LOADING LEVELS UNIT gym_ 1. APRE INSTALL COORDINATION MEETING IS REQUIRED TOBE HELD WITH FIRE SPRINKLER ELECTRICAL &HVAC LLz 4W3 Q TO COORDINATE UTILITY HEIGHTS PRIOR TO ANY ROUGH IN WORK • - a� cc mjj 2. FLUSHMETALCORflI00R SYSTEM. AT LOWER FLOORS, THERE SHALL BEA MINIMUM OF <LR. BETWEEN TOP II I MAINTAIN B'd'CLEAR BELOW ALL - =_ OF PARTITION AND STRUCTURE ABOVE WHEN STRUCTURE IS PARAUEL WITH CORRIDOR, AT TOP FLOOR, MAX. I DUCTS, LIGHTS, PIPES&OTHER F HT.iO6E 9'-0" FLOOR l''; ITEMS WITHIN UNITS AND IN CORRIDOR _ mj o 3. BLANKCORRIOOR WALL PANELS SHALLBE CORRUGATED. 4. CORRIDOR ARLITTION HT. TO BE NED BY MANUFACTURERS MOST LOST - EFFECTIVE O- FEE UNIT ROOBULB TYPEMOFOOR WE AIRING 5. MAINTAIN B'-0'• CLEAR BELOW ALL DUCTS,LIGHTS, PIPES & OTHER ITEMS WITHIN UNITS AND IN CORRIDOR. AT UPCIWORK/VfRTIC4LUNITS E%CEEq�PARTITION G, SPRINKLERS LINES SHALL BE SHOWN FOR PROXIMITY YSTEM. k G,W'CIAPREFERRED L 4'IN. BURGLAR BAR INSTALLATION sALL:B/4••=r-0" 18 TYPICAL UNIT DIMENSION CONTROL PLAN ve [o3n6"=lw" 9 TYPICAL CORRIDOR SECTION AT BEARING WALL CONSTRUCTION LL>/2=T'-0' 1 zE0 89C ` XIU91uu vutu !3 Rfiz BB 3 A� of UyF Public Stnrnnp PmN,tName PUBLIC STORAGE TENANT IMPROVEMENT e�1801 ADRIAN RD. BURLINGAME, CA Uwner Public Storage, Inc. 701 Western Avenue Glendale, CA 91201 NO. REVISION DATE 90%PROGRESS & CITYSUBMTITAL 06/22/2020 A1st PC ResubmRtal 10/05/2020 _17UY UNGI.jn�FD TMENi WED BY _ ° DNTF Shert Name PS STANDARD INTERIOR ELEVATIONS & SECTIONS Prc, mg. Draw, by: CheeredN W YSP q,DNo- 20458 GI PlIXpzle: 2026104A RAILROAD EASEMENT '1 L3315 O.R. Tal 12070 OR. Ma aI Exception Ni Chi Gaga Title Co. Il\ ProllmirlorY Report Cyder N0.847PIO9-10I { 1 ©atlNe, 513M 1 1 MILLSDALE PARK - LOT 11 m DC U a J m O! F GMiFAIIpTiNB� art Order No. aced: 5/5+&-" W 4 Or 0 YVJ TV J m 7 4 LOT 10 6 SJ I NpUSfRIAL PARK UNIT IADJOINING PO �. 1 AND PAWMSPAC MG E4 ALONG AOI kc. PF1'EMEH C,A10 PARRY. RBSa ,• ' • , LN "- FEI.I ( PROTSFgx AaB —E a' Daa1 —EWw —4leown —4.r0ABN --tro*aR —Edpml —E rTMN —E a" Dam 'iw e . Nl-4TML11W K 1i ;REEL EYP 14m 1:TLCApTI to GO-0 . DTEkinHtMNY W l aN1. 84704401 1801\NgDRIAN ROAD ONE•`STORY CONC. BUILDING (TILT -UP) 60m 929. 37 1 S. F-- d PAVEMENT TOTAL AREA CF PROPERTY 5.815± ACRES GROSS 0.473" ACRES ESMeT. 5.342±ACRES NET 1811 ADRIAN ROAD ONE - STORY CONC. BUILDING(TILT-UPI 74T675.04 t SF A Dp •, E, f iK � 95TJR CU r rPFA 10 La*f MREe R ADRIAN ROAD NIAAY Unit "U.S. MRRNMB M3.1BMf Pork - ram,_ !jam f} PROPERTY OESCMFUVN ��� 'S�-••�" J CITY OF BBRLIMOAME A.B. l'i ' .p. MKTMMOFLDM4,5.E,.T AND S, BLOCK T.ARRIMANATEV ON THE MAP WIMO•MITM1- 'i I NUMUILVUSUULPUKNURLIHDMIESU MATED MIAITY.OAIIFORKY, WMON MAP / •rd'JJ' WAS FILED IN ME 1FFKE OF THE UM MER OF THE COUNTY OF SAN MATE*. STATE DE / ,�IyP• I CALIFORNIA. ON MARCH at, IBM. M ROOK 41 OF MU AT PACER 45 AND 49, MORE LL FAATICULA%V MVICRMED AS FOLLOWS! II /TIN BEGINNING AT THE INTERSECTION Of THE SNTNWESTER.V LINE OFADRLIM ROAD AND IRE 4r/34 .p6T :. LIN COMMON TO L0131 AAe D IN ILOCKe ALL AS SHOWN ON YHE MP ABOVE MENTRMM, RR� 95�~ FMCE INLOPOINT OF IALONG THE LOT LIN COMMON TO LOTS I AND S BLOCKSBA SAID LOTS AND COMMHOWN ON EWE AM ON BM MAP, SUViM3rl"V WEST. FRUR FEET TO A ONE PARALLEL TO AND PERFNMCKAMV DISTANT ROKIMASTEMY R 20 AN FEET( ME SWTHWESTERLY LINE Of SAM BLOCK N, AS SAID HBO TXWESRPLY LINE l• [ f2v Ss OF BLOCK 613$NO"OR SAM MAP. THENCE MMN THE SMD LIME PARALLEL TO THE$NO fA�QR' /I i�. SOUMWUTEMTI�RBLOCK6, NORM5746r27l WEJT,4K5I1 FEET TO APDMT;MUCE ISS Copt' / LEAVES THFUTDiMTMMTIDNm PARALLELLMHAM BOOM NORTHEASTERLY ALONG THE j 0, C090 DIY ANCNA ORVETO THE LEFT, THE CIAIEB OF WINCH NEWS NORTH IrMV WEST FROM THE /Wr rrlk Q'4`F LASTMEIITIDEEDR WITHARAMUEOFIF7.NNfEEEA1MACWMMRECflTUWS � AM•N�J2CID P, AN AMC �9 rNT, TANGENT TO THE PRECEDING eq,,, k' - CURVE, 7151 FEEEET: THOF 7ENCE PO19 TNTHMtHLV1MM HMENd IF EE AMC Of A CURVE TO YHE LEFT: LANE Q'pp1p,, 3/ yp"AG FORKS! To INEPERtiT*NOEMUM MINA RADIUS OF 3OL246 FEET MO ACEMTRAL AGREE ,?}/99 Of S"41'21-, AN ARCDISTANCE Of 25A4 FEET: THMM OORTH 31"i11FIff CUT, 43LIS FEET h �. TD THE SAW SNTHWESTEMV LIME OF ADMI MAD; THOM MONO THY SAID OFTHE RAILROAD SEMENT WEREION SWl1AASTEMi LN UURiAEI ROA0.90VINSP41'Lb'EAST, 427.111111' TO MPOYTOF -IRA MNORCODIIROADHE CO NTWERE ?- BERIMBMa. AIM MNTARYIMG AEI AREA OFUISACRES MORE URLFS%- �'''Ol RE THE SJ IAJRMNO THE WIISFlE00TIQN OP THE &1A,01NG. A$YEASDRS PARCEL NO.42G14•DBR _JIJI��iy(/�' 41 +.38Pg.?f. I<-i-I$ITE I I-• -BASIS Of BEAFROS [R �?/M � ei 'I T Y' L ` I I ME RAM MON M°W9B" EAST OF THE CENTERLINE OF ADPIAN ROAD AS SHOWN 00 THE �'Sf �i'9-„g9e a f �• ,II�y. t _y, MAPFFECITdEO,'UNIT MD.BM%LOOMC HOUSHVALPARR'RELQMED IN DDO%E1, PARER SS i�,My pp . tll^ 1 M4#OFSMMkROCWMTF RECOMA WAS TAKEN AS ENCUAS19 Of REANN49 FORTMIE 7� « w E� i mi '�. JF I"IBCT Haa LOTS I. Ir THE LOCATION OF BNDUSNURO UNUTIES ANBEEH TAKEN FROM HAPMVEMENT ., • F�,h;', �' sly FERMIS Apo AM SHOWN FOR GENERAL INWRMATMN OKI, ALL UNDEMROUM UTILITIES MUST SE VISITED IN THE FREED PRIOR TO ANY CONSTRUCTION FOR �RI.M• I, ~a. �+ 'Y. �,6 a s - -.i• -��• - .�!]-T _'��: MIXTWMS TO SAME. '' MM SEr4ACKt1BES ARE UBWWNIRKOM. THERE IS NO REAR SEIEACN LIME h - e'A w.+y ti}• a ��,'yH'Fe � MOUSED BY THE CITY OF NUMMGAW , 3, ELEVATIU SHOWN HEREON AM RAM NTHE CITY OF BURRCAYE METAL 1. BAKER Ili TOP Of IBM PIPE IRA MOAUMENT UK, ELEVATION-5.M MS OF 131% R ��•+ L YID 5_ 1NSBUNVETN U WAAR OF U ALIA SURVEY ALOE By THEM OFTIM IN DECLARED I ` +•.A '1 ��p�'T '� f' 1. IN] UPDATE ALTA SOVIET WAS PRFPARM FROM THE PM"RUT REPORT MINIM NEAP ISSUED BY CHICAGO TITLE MYPANf,DUEAU. M2tOATO1.0ATF0 MAYS. ION. SCALE: NOFE LEGEND MCtNOARY LINE 1 • - BLRLEHND LIVE Ex1 RSTB ENMNIEW9 pp^ NCATE - C%WDAND a.ITTE I HTBERTCEFl FT 70 HAVING HOTEMU Ci PUBLIC STORAGE, INC, ANMOR ITSAUNWUS,AXD THE OVENS F. MAO LNJE. TIRE COMWAIY MATTHE MWEf PWRBEKYME ENTITLED -RATE SUVEV PROPERBT OF HAtlfORD HOTELS — CENTER LINE 4I91 AND ENTl DAMN ROAD URUNDMW R,CALIFOM WAS RCIUALLY MROE UPON TREOMIMN UO THAT ? (a — — EJAtEDENT LINE IT AND MY MFBRMARN, COURSES AND OESTAM3!MDWN THEREON ARE CURBECTANAT THE TITLE OWES (MyI e X AND LINES BE ACTUAL POSSESSION ARE TMESAME;IUT TIE SUE, LOCATION A" TYPE OF BWLOINOB AND 7 Y fj a -'- DRIP LIPHE IMPMMEM'FSONCEOMMM TIE E0UUEF OTACF OF SAFE AS WELL AS TNEUISY MCES 70 THE NORGALK DCNTt7UR LINE LIVES OF THE I'UPERTY ARE ASINOWN AND All ARE WITHIN THEUUNDUV LIN"OF THE PROPERTY; THAT ® WITRDL feDFNT THE BISNM IMLDMGS MU UPROWRWNTS ON THIS PMPEATV ARE IM COMPLIANCE WITH MEM ITABIU, 0. m USE AND UMOITV CLABSIFIMITIONC A9. REIMRED BY THE CITY Of PLAINSAIIrS IDWINp DMINAMCF,AND J 7 mF SPLIT ELEVATION THAT THE TO KNIV SURVEVED AND ALL EXISTING IMCVEWNTB ON THE PMPFRTV COMPLY'MY$ ALL 1F rD CENTER LINE RESTRICPONI Of RECORD AND LAND USE RELXROUNTS OR MNTRICTIONS AS TD BUILDING HENRY AND Ix O C.B. CATCH DAWN LOCATICW BUU109AM$TMONKCMMOE AND OEFT1,2ETRACKS AND AMETAMS AND ELEYARMOF F. J OMER IMMIPM BE THE NMNDVEMINTS.ENCEMMN IOUINO 9OUAB;MAT THFA MM EASEISNNT$, USES 114 co F.F. FMISHEC MCICR ON EBCMAMNENTS FROM, OR UM11,94 AFFECTIMR THIN PROPERTY APPEANAN FROM A OMAN. PNYMm >ILPtOy/ Lrrg IRTRCIRN OIL HE SAME, OTHEM TMAIE MOVIE SHOWN MO DEPICTED THEREW. THAT Mt U RI" MrAMB ? am QRADE BREAK MWDAE FOHE OfEMliDN Of ME VIM" KTSEK ENTER THE PREMISES MWWH ADJOWM PWIC s TPw ORSURVEY SNUWS THENKr Df MN AND LOCATION OF ANY UTILITIES WHOM PARS TNRMM m MR. HEIFER OK ARE L000 ON UJDIMMB PRIVATE LAND; THAT ANY UTILITY LINES AN APPURTULAMCU AM UTILITY J PAIR. PCki EASEMENTS $iS g THE PROPERTY AND MY UTILITY TRANSFORMERS LOCATED ON THE PMAUES ARE Q OEPRIIM MMt'MUD T%OSETRAMNAMLASEEAB U LT 14i OKWS ARE SPECIFICALLY NOTED; THAT IRE) (FACIAL BEARING HE SUIf1EI SNOWS ITS LOCATION UD MWLIIURM ALL STORM DRAINAGE $13R S FIR THE COLIEGTDU 2 J E TOP CF CYIRB AND OME4 OF AN IMF AN SURFACE URARA&t THAT MY DISCHARGE Wo STREAMS. Fli OR OTHER J WTR. WATER rAWNETMRE STSTEM IS SHOWN DA THE MMM AS WELL AS THE REACH W,ME AKO ELEVATNMS THUVMF; THE a PAR MMBEM RAIDS IECOMWM WORMATION DF THE SUBJECT UOPEIIN AND AOJACMIT INTERIM$ i D SET 314. 7P.-R.C-E 131T3 ARE SHOWN;TKEPMPLSTY SORVEVE I$NOTWHIR ASVWMA"SDESIUATMOMMIRRPSPWARM PARKING VACES-154 DESIGNATED SPMES RY THE VA, ARMY 44M DF CMBEEDS OR 9,4. DEPARTMENT OF SAYE AM WILDLIFE; THE COME7ED PROPEDTV AND ONLY THE SURVEYED PMPEA£Y CDMSTllURS ONE TAN LOT AND CONSWTUFM A UNIQUE SWRIWOM PAMTA9PLUD.- ALL S7KETSAOJACENT TO THE MKSTY MaUDING. lNf1RM'SITEM1Us one WMTNW RNHT •OF.WFYNWEe AN THE DISTANCES PKOM MENEAMST NMNMEDTINO STREET ARE SHOWN; MERE OFY MS PMYSMALLT UNKSIRIL'7FO INRCOS AND ENNIS TO AWFMM ADRIAN MM AN SUCH STMETN APAVM,DEYCATM MRW IMI-IF. WAY MAKFWM SF TNEMTYOF SUMWUAMB THE MOMBPS OF PASSING SPACES ON YNE PUPEITY 11154 WITH 4 N IWM CAD VMS; URPT AS SHOWN MREDW. SAI•n B.0' RP%R} THEM AKIN NSCfANCRB.UBEi1cTS.SXOFTAEEe INARFA•PABIT WMLS, WALLS, DgWEWATS,FFKRs, 6.55 ODVRB PIPELINES, UNOLMSROVJM 979LWE TANKS, NIOLNAD TRAMS, SPUR TMMC SIUMDB, RUBBISH FULD, ;,THIS PORTION OF THE E a"ND. 9t0UBNK WINS, HILEDAO WELLS OA MBRU%SEEP HO E% SIMAMI.LIDTXS. 9I909UVERnMNE THE BUILDING ENCROA,CHR THE 20' PNOKRTV.WNAUMM THOSE LOCATED YUTWE THE RNNDARES OR THE PROPERTY OR SET4AU MM; THE RAILROAD EASEME'AIT. PMPENM lR$WITxK A SPE¢AL RDU XAYAE 20NE9'U NMMA M ON TILE ROW MAMA= 1MTE MU FOR SAN MAWO COUNTY. MRLIMUME COMMUKTY PAW MO. IKUIBON7{, FUEL 11F 4 BRING SUM9M B I41RI,WHM N REAM AIETRM WHETS OF THE INS YEAR AND AND MVEARFMO; LIPS SURVEY HIMSELF R ACC=Lk%EMIH THEMUT CURRENT'MMMIMI STANDARD I MMMTI RALAND TWR EWMS'JOMRY ESTAM,WREAIMANPTIM BY ALTA AN ADSM IN IM AN M EM THE ACmMM McM1EMMS OF AM UIWAN OBRYET, AB RUM THENL AND NICIUDM IRM$ 11 AND B•11 AND IS ■ TAMEAWNFTA® TWJMAIM MMNMTTOTIE ACMMUY STU0.IUS IUADOPTED BY ALTA An 90 AMOK ION THEDATEWMCERTIUMMMANUMU SURVEY. THIS NW" HAS BEEN PREPARE ISSAO oA Tl IN CONNECTION WITH THAT OMOUN COMM11TMM FOR TIRE (Mann DATED MAY R INµ WU9 U IMBED 4R. MI CNCANO TITLE CMV OT, SKM KM 147E1MYOlM MD I MOVE FINAL All OF ENE MATTERS REFERENCES M' OUNnIN M SIM COMMITMENT AKSMM YI THE SURVEY. �JCT.NAU LINK c.a.— / �' LiRMAK iC /P4f APPROVED 8Y HAMS M. MDLHEMG, R. 13'73:' DMTE ITS 3/31,01 R. r �N. MOREL -� DATE; .TUW 14, 191. r Q =a © a z of LL Cie �Zaii 1 1 LU 2m iL " ME In it 2 Of a 0 00 CA I 1'c30' eJ3 SS �g Y am y 0 708 NO.147E-99 MAW" NO. y 471'99 � SHEET 1 OF 1 SHEET O: LEGEND: W,3ax PROPOSED ELEVATION 361- PROPOSED CONTOUR ELEVATION LINE 363--- EXISTING CONTOUR ELEVATION ONE PE c 362.00 PROPOSED TRUST FLOOR ELEVATION 361.30 TO TOP OF CURB ELEVATION 360.81) FL FLOW ONE ELEVATION 360.30 P PAVEMENT ELEVATION 360.20 C CONCRETE ELEVATION 360.30 D DIRT ELEVATION 362.00 TY TOP OF WALL ELEVATION 361.50 TF TOP OF FOOTING WALL ELEVATION 361.11 GR GRATE ELEVATION 361.75 AS AC BERM ELEVATION 361.25 EP EDGE OF PAVEMENT ELEVATION. 361.25 FG FINISH GRADE 361.25 SW FLOWONE OF SWALE --GB---GB---GB- '- GRADE BREAK. 1.5% -> DIRECTION OF FLOW. PROPOSED CONCRETE CURB AND GUTTER. PROPOSED CONCRETE CURB ONLY. ---------------- PROPOSED A.C. BERM. PROPOSED CONCRETE BLOCK WALL PROPOSED CONCRETE RETAINING WALL PROPOSED GROUND SCOPE. I� PROMISED UNIT OF BUILDING PAD OGRADING CONSTRUCTION SYMBOL SEE GRACING PUN FOR DETAIL. — 6 'N— .EXISTING WATER MAIN PIPE AND VALVE. �12 WNI PROPOSED WATER MAIN PIPE AND VALVE. 1 L......� 3 WI PROPOSED WATER SERVICE WITH REDUCED PRESSURE BACKILOW ASSEMBLY. r, M METER AND METER BOX 8 F PROPOSED FIRE DEPARTMENT. CONNECTION 6 F � PROPOSED FIRE SERVICE WITH VALVE, DOUBLE DETECTOR VALVE IV AND POST INDICATOR VALVE. 12 F — PROPOSED FIRE HYDRANT. ONIONS F PROPOSED THE SERVICE MAIN PIPE AND VALVE. WATER MAIN CONSTRUCTION SYMBOL, SEE MLRY PUN FOR DETAIL —6 UI — EXISTED SANITARY SEWER MAIN PIPE AND MANHOLE. NIONNON d BE — PROPOSED SANITARY SEWER MAIN PIPE AND MANHOLE —1.4 IS PROPOSED SEWER LATERAL COO 4 BE PROPOSED SANITARY SEWER SERVICE PIPE AND CLEAN OUT SANITARY SEWER MAIN CONSTRUCTION SYMBOL O SEE UTILITY PUN FOR DETAIL -O--48 S'D-- EXISTING STORM DRAIN MAIN PIPE AND MANHOLE. --0-36 SD IONNON PROPOSED STORM DRAIN PIPE AND MANHOLE. JL PROPOSED CURB INNER. ® PROPOSED CATCH BASIN OSTORM DRAIN CONSTRUCTION SYMBOL, SEE GRADING PUN FOR DETAIL mPROPOSED ELECTRICAL TRANSFORMER PER SCE REQUIREMENTS. MGM PROPOSED GAS METER LOCATION O ORI. I O I I PROPOSED SITE LIGHT LOCATION ABBREVIATIONS: L HPT HORIZONTAL ANGLE POINT MR NOT REIMBURSED BY Cltt L VPT VERTICAL ANGLE POINT HIS NOT TO SCALE B BERM p PAVEMENT B.C. BEGINNING OF HORIZONTAL CURVE ppL PROPOSED PIPE FLOW UNE SVC BEGINNING OF VERTICAL CURVE PER PROPOSED TOP OF PIPE Beer BACK OF WALK PER POINT OF SERVICE C CONCRETE ED POWER POOR CB CATCH BASIN RUE PUBLIC UTILTY EASEMENT CL CENTER LINE R RADIUS ENS COMPACTED NATIVE SOIL N.C. REUTIVE COMPACTION CR CURB RETURN RT RIGHT SIDE 0 DIRT R/W RIGHT OF WAY (E) EXISTING $ SLOPE E.C. END OF HORIZONTAE CURVE SD MRM DRNN EP EDGE OF PAVEMENT SDI STORM DRAIN MANHCLF EVC END OF VERTICAL CURVE 55 BOYER MAIN FIT FIRE HYDRANT SSMH SANITARY SEWER MANHOLE FL FLOW LINE BFA STATION. FS FINISH SURFACE Be SWALE Too TO BE DETERMINED C GUTTER TBL TO BE RELOCATED BY RESPECTIVE OB GRADE BREAK UTILITY COMPANY OL GRADING UNIT OF WORK TBR TO BE REMOVED BY GRADING HC HANDICAP (RAMP OR PARKING) CONTRACTOR TOP TOP OF BANK L LENGTH TC TOP OF CURB OF UNFAIR FOOT TOE TOE OF BANK TP TOP OF PIPE IS LANDSCAPED U UNDERGROUND LT LEFT SIOE VIP VERIFIED IN FIELD PRIOR TO CONSTRUCTION NX MANHOLE VIES VERTICAL PARABOUC CURVE ME MATCH EXISTING W WATER MAIN SITE DE'VELOPMENT PLANS FOR 18001 ADRIAN ROAD CITY OF BURLINGAME, ,STATE OF CALIFORNIA INS N;D�RePoRT VICINITY MAP TI ED IT A M j ED AC p �J Ol i SOP rl NI HE G I 'Q —W 1 ; A' u G p IACT 5 R /DA DA I DA AT © IRS �I� H /DA 6V I AA III R I Ig I � R FIRE RISER P COT ....—ld �OP ON BUILDNG AY N P f-9^' 111ii O lU DA DA ��o �A0 1/1 tI R� �� � N IIR1 dI Ii Ii Ncb i C1 14 �I J III II ,T R.9 . t r ILIF I W/MG IN 4t I311)3 _ y III J ' I - jw — m— NOIHNG POUND MOST FIRE OEPARTM! CORN ECIION ,61�-d��- �- — NORTH MESIERLT COMMON - -- - - - - - ¢fib WATER METER) WATER METER - OF UM OP OF CU WATER VALVE WATER VALK 7W77l METER y SITE LOCATION MAPNOT TO SCALE TRUE NORTH JOB NORTH CALL BEFORE YOU DIG 48 HOURS CALL 'USA' TOLL FREE 8m UNDERGROUND SERVICE ALERT CONTACT LIST: DEVELOPER CIVIL ENGINEER SOILS ENGINEER CITY AGENCIES PUBLIC STORAGE, INC. EARS ANDERSEN In ASSOCIATES, INC. GIIES ENGINEERING ASSOCIATES, INC. BUD DING INSPECTION DIVISION : CITY MANAGER: WATER DEPARTMENT: 701 WESTERN AVE. 4694 W. JACQUELYN AVE. 1955 NORTH MAIN STREET 501 PRIMROSE ROAD - OUR FLOOR LISA K. GOLDMAN 501 PRIMROSE ROAD GLENDALE. CA 91201 FRESNO. CA 93722 ORANGE. CA 92865 BURLINGAME, CA 24010 501 PRIMROSE ROAD BURLINGAME. CA 94010 PHONE (559) 276-2790 PHONE: (714) 279-0817 PHONE: (660) 556-7260 BURLINGAME, CA 94010 PHONE: (650) 558-7210 FAX (559) 276-0850 PHONE (650) 556-7204 FAX: (650) 685-6138 EMAIL: DRRENOERSEN.COM STRUCTURAL ENGINEER ENGINEERING DIVISION IO AIIN: DARIO RAMBEZ MIXE2 501 PRIMROSE ROAD - 2ND FLOOR P a WORKS DEPARTMENT KSP CONSULTING ENGINEERS, INC. CA 501 PRIMROSE ROAD 23 ORCHARD RD. SUITE 200 5RADIO-723 PHONE: (65 PHONE: (650) BURLINGAME. CA 94010 FAKE CA 92 fi30 FAX: (fi50) 885-9310 685-9310 PHONE: (650) 550-7230 ARCHITECT LANDSCAPE DATE) (MA SMONEALL RIKOKS7ax301 SMALL RAKERINEXG.COM PUNNING DEPARTMENT OIL KSP STUDIOORCHARD ARCHITECT Aii: IGVVOM SNAKFRIN OEVION IM 501 PRIMROSE ROAD - 2N0 FLOOR ing ROWXS 23 ORCHARD SURE 200 BVRIINGAME.W 94010 AROAD 944 6V RIlNGANE, CA 94010 BURL COKE FOREST. CA 92630 23PORCHARD MECHANICALIPLUMBING ENGINEER PHONE: (650) 556-7250 TELEPHONE: (6W) 556-7600 CONTACT: SHAB SURE 20o ZERO @ ASSOCIATES PHONE: 360-39]OOM LAKE FOREST. CA ) 80-3 711 W. EMAId SHABOKSPSNOIO.CDM BIN IKIUST.( CONTACT: GRAB ESA, CA 9262 COSTA MESA. O-3 PHONE: (869) 380-39]Ox326 51 -433 PHONE: (969) 515-63I- EMAIL: SHABBKSPSTUDIO.COM EMAIL: AII: CORRV ZERO RRY ZERO VAN ARAI Any �ME651gN LARS ANDERSEN & ASSOCIATES. INC. �9 < CML ENGINEERS - LAND SIRVEYORS - PLANNERS Yd `Ng p TEL -n ns-v x DA. o_a .. � No. 66124 ♦ a' DANIEL J. ZOLDAK NICE 66124 DATE: WDID x: ❑ EXEMPT -UNDER 1 ACRE OF DISTURBED SOIL ❑ WAIVER NOVSWPPP D RISK LEVEL I RISK LEVEL 2 D RISK LEVEL 3 NOTE. 1. IF CONSTRUCTION SCHEDULE CHANGES CONTRACTOR IS TO NOTHY QSP TO DETERMINE IF WAIVER NO1/SWPPP REQUIREMENTS CHANGE. 2. CONTRACTOR IS RESPONSIBLE FOR THE IMPLEMENTATION OF OWNER REQUIREMENTS IF A WAIVER IS NO LONGER VALID DUE TO CONSTRUCTION SCHEDULE CHANGES. 3. CONTRACTOR IS TO OBTAIN SWPPP AND PROS FROM DEC. SHEET SUNNI Us, Table sheet Number Sbeel THE, OLD COVER SHEET C2.0 TOPOGRAPHIC SURVEY C3.0 NOTES SHEET C4.0 DEMOLITION PUN C5.0 GRADING & DRAINAGE PUN - WEST CRT 1 GRADING & DRAINAGE PUN - UST CIS STORMWATER CONTROL PUN CE'S STORNWATER DMP DETAIL SHEET C6.0 UTNN PUN CI D SIGNAGE & STRIPING A, HORIZONTAL CONTROL PUN CIDD EROSION CONTROL PLAN CI TAP CONSIRUCITCN DETAILS CIEO Cltt STANDARD DETAILS Rroleat Name PUBLIC STORAGE TENANT IMPROVEMENT PS PROTO VERSION: XXXX 20XX UNIT MIX VERSION: XX/XX/XX Prem Address 1801 ADRIAN RD. BURLINGAME, CA Oel Public Storage, Inc. 701 Western Avenue Glendale, CA 91201 COVER SHEET T Lmy.:UP Drawn by Checked bV: DR LAPmIeRN0, 19003 SEND No. C1.0 plot D VR 202GAII-08 LARS ANDERSEN Be ASSOCIATES: INC. EVIL ENGINEERS - IAND SURVEYORS - PLANNERS Ay5°3E� d, Zos ILL��� TELsr,aeaso. -eso ENT URSANDERI �R No. 66124 * I aW W'RRUR DERIED J. ZOLDAK flCE 66124 (DATE: C;ITY OF BURLINGA YE PIMA memPrIIIIIII 0 ACT FRANSISCLA My 00, V 7,44 FEE it I°e`°/ / + CITUP Y ASSOCIATEIf S Y. COB LLAt — TREE IF SSMH TO 11 Lee E LET RAP PAY, J INC IT /Rle a UTILITIEALL PAT S ME '� =--- TOPOGRAPHIC SUR PUBLIC STORAGE TENANT IMPROVEMENT PS FACING .VERSION . XXXX 20XX UNIT MIX VERSION. XX/%%/X% PrErett Add.... 1801 ADRIAN RD. BURLINGAME, CA Looter Public Storage, Inc. 701 Western Avenue Glendale, CA 91201 TOPOGRAPHIC SURVEY DR PULL DR I DR Mgr.: D by : C6erkea by: aP,°,ettNo 19003Plot Date 2020 1108 C2.0 GENERAL:_ NOTES: I. BENCHMARK: TOM - CHISELED "X- IN TOP OF CURB SOUTH SIDE OF ADRIAN ROAD 110' NORTH WEST OF THE MOST NORTH (WEEKLY CORNER OF SAID PARCEL , I MPS. 5.43 CITY DAMN 2. BASIS OF BEARING: I ME FACE OF CURB ADDING ME SOUTH SIDE OF ADRIAN R0.N IS TASEN TO BE N50'41'25'W. 3. THE CONTRACTOR IS RESPONSIBLE FOR NOTIFICATION OF UNDERGROUND: SERVICE ALERT (USA) AT LEAST TWO WORKING :DAYS (a HOURS) IN ADVANCE OF BEGINNING OF WORK. 4. THE CONTRACTOR IS RESPONSIBLE FOR ARRANGING A PRE -CONSTRUCTION JOB SITE CONFERENCE WITH GOVERNING AGENCIES, ALL UTILITY COMPANIES AMID OWNER'S REPRESENTATIVES PRIOR TO WNMENCIHO WORK. MIS MEETING WILL VERIFY SCHEDULES. METHODS AND MATERIALS M MEN USED IN CONSTRUCTION OF ME PROJECT. 5. THE CONTRACTOR IS RESPONSIBLE FOR POT HOLING OF EXISTING UNDERGROUND SERVICES AND EXTENSIONS OF EXISTING/NEW UNDERGROUND SERVICES TO. PROPERTY LINE PRIOR TO COMMENCING ANY ON -SITE OR OFFETE WORK., ANY DISCREPANCIES WITH SERVICE LOCATION, SIZE OR DEPTH WITH THAT SHOWN ON THESE PLANS SHALL BE REPORTED TO THE OWNER, AFFECTED UTILITIES AND EARS ANDERSEN AND ASSOC.,: INC. WITHIN 48 HOURS OF DISCOVERY. I INSTALLATION OF ALL GRAVIM UTILITIES (I.E. SEWER, STORM DRAIN) GREATER BE FROM THE POINT OF CONNEC ON UPSTREAM. Z. ME CONTRACTOR IS RESPONSIBLE FOR ME CALCULATION OF EIR ORK OVERTONES. ANY IMPORT OR EXPORT REQUIRED SHALL BE THE RESPON.iIB1UTY OF THE CONTRACTOR. B. CERTIFICATIONS SHALL BE ,SUPPLIED TO THE OWNER BY THE CONTRACTOR FOR ME FOLLOWING STAGES OF 'COMPLETION: A. ROUGH GRADE TO PLUS OR MINUS ONE -TENTH OF A FOOT. ROUGH ,GRADE SOIL COMPACTION PRIOR TO ANY UNDERGROUND CONSTRUCTION. e. TRENCH BACKFILL I . C. SEWER, WATER 4 STORM UMIN TESTING COMPLETE AND PASSING PRIOR TO FINE GRADING AND BASE ROCK PLACEMENT. D. FINE GRADING TO PLUS OR MINUS ONE -TENTH OF A FOOT PRIOR MARY BASE ROCK PLACEMENT. I E. RETAINING WALL BACK FILL COMPACTION RESULTS. (WHERE APPUES) I 27. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE LOCATION AND PROTECTION OF I ALL EXISTING UTIUT1EG TO REMAIN IN USE WITHIN THE CONSTRUCTION AREA WHETHER SHOWN OR NOT SHOWN HEREON. ABANDONMENT OF EXISTING UTILITIES NOT TO REMAIN IN 50. 'IF ARCHAEOLOGICAL RESOURCES OR HUMAN REMAINS ARE DISCOVER USE SHALL BE III ACCORDANCE WITH TIE SOILS ENGINEER'S RECOMMENDATIONS AND THE CONSTRUCTION, WORK SHALL BE HALTED AT A MINIMUM OF 200 FEET FRO GOVERNING UTILITY COMPANY REQUIREMENTS. ALL EXISTING UTILITY ONES BENEATH AND THE All SHALL BE STAKED OFF THE PROJECT: DEVELOPER SHALL N PROPOSED AND FUTURE BUILDING AREAS SHALL BE REMOVED. EXISTING RIGID UTILITY CORONER ]R THE DIRECTOR OF THE ARCHAEOLOGICAL REGIONAL RESEARCH USES, 8 INCHES DR SMALLER IN DIAMETER. MAY REMAIN WITHIN THE AREAS TO RE PAVED THE PLANNING DIRECTOR. IF THE END IS DETERMINED TO BE SIGNIFICANT, PROVIDED A MINIMUM OF 30 INCHES OF COVER EXISTS FROM ME TOP OF THE PIPE TO MITIGATION MEASURES SMALL BE FORMULATED AND IMPLEMENTED.' ME PUSHED PAEMENT ELEVATIONS AND SUBJECT TO ME APPROVAL OF THE SOILS ENGINEER. ALL EXISTING PIPES URGER THAN 8 INCHES IN DIAMETER SHALL BE REMOVED (PER SOILS REPORT) TO ME SATISFACTION OF THE SOILS ENGINEER. AjPHAQ FVEMENT 28. PROTECTIVE MEASURES SHALL BE TAKEN BY THE CONTRACTOR TO PROTECT ADJACENT PROPERTIES, PUBLIC AND PRIVATE, AT ALL TIMES DURING CONSTRUCTION ANDI NOT TO CAUSE ANY MUD, SILT OR DEBRIS TO BE ONTO THE ADJACENT PROPERTIES. ANY MUD OR DEBRIS CAUSED ON ADJACENT PROPERTY H STREETS SHALL BE REMOVED: IMMEDIATELY. 29. THE CONTRACTOR SHALL BE RESPONSIBLE FOR IMPORTING AND/OR EXPORTING ALL MATERIAL AS.REQUIRED TO PROPERLY GRADE THE SITE TO ME FINISHED ELEVATIONS SHOWN HEREON IN ACCORDANCE WITH ME APPROVED PUNS, SPECIFICATIONS AND THE SOILS ENGINEER'S RECOMMENDATIONS. 30. THE GRADING COMPACTOR SHALL BACK FILL ALL PUNTER AREAS TO WITHIN 2 INCHES OF THE ADJACENT TOP OF CURB OR BACK OF WALK. AS APPLICABLE, WITH SOIL TREE FROM DEBRIS AND APPROVED BY THE ARCHITECT. TOPSOIL SHALL BE THE RESPONSIBILITY OF THE LANDSCAPE CONTRACTOR AND SHALL BE REPLACED TO WITHIN 2 INCHES OF THE ADJACENT TOP OF CURB. COMPACTION SMALL BE AS DESIGNATED BY ME SOILS ENGINEER, 31. A SEPARATE PERMIT SHALL BE REQUIRED BY THE CONTRACTOR FROM THE CITY OF BURLINGAME PUBUC WORKS PRIOR TO PERFORMING ANY WORK WITHIN THEIR STREET RIGHT-OFW,AYS. ALL COSTS FOR MIS PERMIT SHALL BE BORNE BY THE CONTRACTOR. I I 32. AFTER THE CDMPLETION OF THE ROUGH GRADING AND PRIOR TO THE START OF ANY UTILITY CONSTRUCTION, THE CONTRACTOR SHALL OBTAIN A CERTIFICATE FROM THE SOLD ENGINEER AND FURNISH TWO APPROVED COPIES TO THE OWNER AND ARCHITECT FOR APPROVAL THAT ME GRADING HAS BEEN INSPECTED AND TESTED AND MEETS WIN HIS RECOMMENDATIONS AND APPROVAL. MIS CERTIFICATE SHALL INCLUDE COMPACTION REPORTS, TYPES OF MATERIALS ENCOUNTERED AND A DESCRIPTION OF THE WORK PERFORMED. D FINISH PAD GRADE 4 OVEREXCAVATION & DEPTH CALCULATIONS. GRADING ALL Jr. SANITARY AND STORMDRAIN FLOWUNES 33. ALL CURB gND'GVIIER SHALL 8E WATER TESTED UNDER THE DIRECTION G. FINAL INCLUDING GRATES, SEWER L A LICENSED SURVEYOR SHALL SURVEY THE VERTICAL AND HORIZONTAL UNITS OF ME AND IN THE PRESENCE OF THE ENGINEER OF THE PROJECT REPRESENTATIVE. OVER -EXCAVATION PRIOR TO PLACEMENT OF ANY FILL CONTRACTOR TO VERIFY THAT GEOTECNHICAL ENGINEER APPROVES. 34 ALL FILL SHALL BE STRUCTURAL ENGINEERED FILL IN COMPLIANCE WITH THE I. CONTRACTOR IS TO PROVIDE BY A UCENSED SURVEYOR A BUILDING SUB TIE-IN SURVEY SOILS INVESTIGATION. SNOWING THE HORIZONTAL PLACEMENT OF ME SUB IN RELATION TO THEIPROPERTV BOUNDARY. SURVEY MUST NEU. PUBUC STORAGE REQUIREMENTS FOR IEyX SURVEYS 35. ME CONTRACTOR SHALL ARRANGE AND PAY FOR A CML FOR ALL STAKING. SURVEYS. CERTIFlCATONS AND ENGINEERWORK THE ABOVE CERTIFICATE SHALE BE PERFORMED BY A LICENSED SURVEYOR AND ME SOILS A :S RELATED WORK AS SPECIFIED HEREIN. ENGINEER AND PAID FOR SY THE CONTRACTOR. ANY COSTS FOR REWORKING, RETESTING OR RESURVEYING DUE TO NONCOMPLIANCE WITH THE SPECIFICATIONS. SHALLIBE THE 36. ALL TESTS A9C INSPECTIONS REQUIRED BY GOVERNING AGENCIES SHAM BE RESPONSIBILITY OP THE CONTRACTOR. ARRANGED FOR BY THE CONTRACTOR AND PAID FOR BY ME CLIENT EXCEPT FOR RETESTS. 9. THE CONTRACTOR IS RESPONSIBLE FOR CALCULATIONS NECESSARY TO 37. ALL AREAS SHALL BE GRADED AT ISO (UNLESS CONCRETE) MINIMUM FOR DETERMINE QUANTITY OF BASE ROCK. COPIES OF CALCULATIONS SHALL 13E FURNISHED i0 OWNER AND LARS ANDERSEN h ASSOGJNG CONTRACTOR: 'SHALL DRAINAGE EXCEPT ALONG FLOW LINE OF CURB AND GUTTER OR VALLEY GUTTER, AND FURNISH LOAD TICKETS TO OWNER FOR USE IN CHECKING ODANTITY OF BASE RETENTION BASIN BASE AS SHOWN. ROCK ACTUALLY NUMBED ON MOB SSE. OWNER MAY REQUEST BORINGS BW 38. ME DEVELOPER SLAW, OBTAIN WRITTEN AUTHORIZATION FROM ANY ADJACENT SOILS ENGINEER TO CUMM%U THICKNESS OF BASE ROCK. PROPERTY OWNER. GIVING RUN PERMISSION TO ENTER HER PROPERTY FOR PURPOSES OVER THE USES, COMPACTED TO 92% MINIMUM RELATIVE COMPACTION. (95% IN PAVED AREAS) OF CONSTRUCTING BITE IMPROVEMENTS DEUXEATED ON THESE PUNS AND TRANSITIONS WIN ME STRUCTURAL ENGINEER'S AND SOILS ENGINEER'S RECOMMENDATIONS. (WHERE APPLIES) THERETO. THE DEVELOPER SHALL PROVIDE THE CRY WITH A COPY PRIOR TO START COMPLETED i0 SUBGRl AREAS OF MINIMUM COVER SHALL BE PROTECTED. OF WORK. 10. TRENCH BACK FILL SHALL BE DONE IN A CONTINUOUS OPERATION AND 39. MAXIMUM CUT OR FILL SLOPES SHALL BE MOV OR FLATTER. 11. LANDSCAPE IRRIGATION LINES SHALL BE BURIED A MINIMUM OF MELVE (12) INCHES BELOW SUB GRADE AND 36 INCHES BELOW FINISHED GRADE AND BACKFILL 40, CONTRACTOR i0 PROVIDE THE CITY WITH MYUR AS -GRADED PLAINS. PUNS 12. RETAINING WALLS SHALL BE CONSTRUCTED AND BACK FILLED IN ACCORDANCE IN ARE TO BE SUBMITTED UPON COMPLETION CF PROJECT AND PRIOR TO ACCEPTANCE. WITH GEOMCHNtUL INVESTIGATION RECOMMENDATIONS. THE ENGINEER SHALL CERTIFY ME PAD ELEVATION$ PRIOR TO ISSUANCE OF ANY BUILDING PERMIT. AS MILTS $HALL BE PREPARED BY A LICENSED SURVEYOR OR ENGINEER 13. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE SOILS REPORE. CITY STANDARDS RE. ALL SITE WORK SHALL BE IN CONFORMANCE WITH TIDE 24 OF CALIFORNIA AND SPECIFICATIONS CUTEST MATURE. APPENDIX CHAPTER 33 OF ME UNIFORM BUILDING ADMINISTRATIVE CODE. CODE (LATEST EDITION), CANFCRNIA BUILDING CODE 2013. AND THE CONTRACT DOCUMENTS IR. ALL WORK SHALL BE PERFORMED IN ACCORDANCE WITH APPLICABLE SHALL AND SPECIFICATIONS. ME MOST STRINGENT OF THE REQUIREMENT SET FORTH IN THE C.S.H. A. REGULATIONS. REFERENCED DOCUMENTS SHALL APPLY TO THE PROJECT. 43. CONSTRUCTION CONTRACTOR AGREES MAT IN ACCORDANCE WITH GENERALLY 14. ALL WORK SHALL BE CORE IN ACCORDANCE WITH THE SOILS ENGINEER'S flEP0Ri0 ACCEPTED CONSTRUCTION PRACTICE. CONSTRUCTION CONTRACTOR WILL BE REQUIRED AND RECOMMENDATIONS. THE GEOMCHNICAL ENGINEERING INVESTIGATION REPORT PREPARED TO ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS DURING BY GRES ENGINEERING ASSOCIATES. INC. PROJECT NUMBER: 20-1405002 DATED: THE COURSE OF CONSTRUCTION CF ME PROJECT, INCLUDING SAFETY OF ALL PERSONS 04-14-2015. AND PROPERTY: THAT THIS REQUIREMENT SHALL BE MADE TO APPLY CONTINUOUSLY. COLS MR MEMBER AGREES TO DEFEND. INDEMNIFY AND HOW DESIGN PROFESSIONAL 15. ALL GRADING OPEMUO2 , EXCAVATION. FULL COMPACTION, TRENCHING AND HARMLESS FROM ANY AND ALL NABRNY REAL OR ALLEGED, IN CONNECTION WITH ME BACK FILL SHALL BE OBSERVED AND TESTED BY A QUALIFIED REGISTERED SOILS ENGINEER. OF WORK ON pPROJECT, EXCEPTING UMMUTY ARISING FROM THE SOLE THE SOILS ENGINEER SHALL BE DESIGNATED BY AND PAID FOR BY THE OWNER. NERFORMANCE PROFESSIONAL 16. ALL GRADING OPERATIONS INCLUDING, BUT NOT LIMITED 70. ROUGH GRADE, 44. CONSTRUCTION ACTIVITIES SHALL BE ALL UNITED TO 7:00 A.M. TO 7:00 P.M. ON RETAINING WALE, FINE GRADE, BUILDING LAYOUT, CURBS AND CURB AND WEEKDAYS. 9:00 A.M. TO 6:00 P.M. ON SATURDAYS AND 10:00 A.M. TO HOO P.M. ON GUTTERS SHALL BE STAKED BY A REGISTERED CML ENGINEER OR LICENSED SUNDAYS.(SEE Cltt OF BURLINGAME MUNICIPAL CODE, SECTION 13.04.100 FOR DETAILS). LAND SURVEYOR. THE CIVIL ENGINEER/SURVEYOR MUST BE APPROVED BY THE FOR CONSTRUCTION IN CITIES PUBLIC RIGHT-OF-WAY ARE LIMITED TO WEEKDAYS AND OWNER. ME CONTRACTOR IS TO NOTIFY ME ENGINEER/SURVEYOR A MINIMUM NON -CITY HOLIDAYS BETWEEN SHOO M AND S:QOPM, OF TWO WORKING DAYS IN ADVANCE ON STAKING REQUESTS. 45. ATTENTION IS DIRECTED FOR ALL PERSONNEL WORKING ON MIS PROJECT TO SECTION 7-1.011. 7-1.09 AND SECTION 7-1.13 OF AXE STATE STANDARD SPECIFICATIONS, LATEST 17. PRIOR TO THE STARE OF GRADING, ALL EXISTING VEGETATION AND DEBRIS. EDITION AND THE FOLLOWING SPECIAL PROVISIONS REGARDING TRAFFIC MAINTENANCE INCLUDING EXISTING STRUCTURES, SUBS, PAVEMENTS, FOOTINGS, FOUNDATIONS. RUMPLE, AND CONTROL: TREES AND ROOT SYSTEMS SHALL BE REMOVED FROM THE SITE TO THE SATISFACTION OF THE SOILS ENGINEER. A. SIGNS. TRAFFIC CONES AND LIGHTED BARRICADES AT NIGHT SHALL BE 18. ARER STRIPPING THE DEBRIS, OVEREXCAVATION SHOULD BE CONDUCTED IN ACCORDANCE PROVIDED BY THE CONTRACTOR TO ENCLOSE THE WORK SITE AT ALL TIMES. WITH THE GEOTECHNICAL REPORT. ANY EXISTING LOOSE FILL OR DISTURBED NATURAL SOILS S. FLAGMEN ARE REQUIRED WHEN TRAFFIC IS RESTRICTED TO THE USE OF ONE SHALL BE EXCAVATED TO THE SATISFACTION OF THE SOILS ENGINEER. ONE, MAXIMUM 12 FOOT WIDTH. 19. ME EXPOSED SOILS SHALL THEN BE INSPECTED BY THE SOILS ENGINEER. AND C. STREET CLOSING IS PROHIBITED UNLESS PERMISSION IS GRANTED BY ME ANY ADDITIONAL OVER -EXCAVATION SHALL MEN BE MADE IN ACCORDANCE DIRECTOR OF PUBUC WORKS ONE WER IN ADVANCE OF WE CLOSURE. WOH ME SOILS ENGINER'S RECOMMENDATIONS. CONTRACTOR SHALL CONTACT ALL EMERGENCY SERVICES. DETOUR SIGH 20. NO FILL MAY BE PLACED UNTIL THE EXPOSED SURFACES HAVE BEEN SURVEYED BY A PLACEMENT SHALL BE AS APPROVED BY THE CITY. LICENSED SURVEYOR AND APPROVED BY THE SOILS ENGINEER AND Cltt GRADING INSPECTOR. D. PROVISIONS SHALL BE MADE BY THE CONTRACTOR TO MAINTAIN PEDESTRIAN FACILITIES DURING CONSTRUCTION. 21. ALL FlLL AND BACK FILL MATERIAL MUST BE APPROVED BY THE SOILS ENGINEER AND UTILITY COMPANY INVOLVED. A SAMPLE OF ME PROPOSED BACKFILL MATERIAL E. ACCESS TO DRIVEWAYS AND BUSINESS ESTABLISHMENTS SHALL BE MAINTAINED SHALL BE PROVIDED BY THE CONTRACTOR TO THE SOILS ENGINEER FOR TESTING AND AT ALL TIMES BY USE OF STEEL PLATES OR MEANS ACCEPTABLE TO ME CITY APPROVAL AT LEAST SEVEN DAYS PRIOR TO HAULING THE PROPOSED BACKFILL MATERIAL INSPECTOR, TO THE SITE. 46. OUST CONTROL SHALL CONFORM TO ME PROVISIONS IN SECTION 10 OF ME STATE 22. MATERIAL FOR FILL MAT CONSIST OF OX-STIES SOILS BELOW ME STRIPPED DYER STANDARD SPECIFICATIONS. FREE OF DEBRIS AND HAVING AN ORGANIC CONTENT OF LESS THAN 3X BY VOLUME. 47. CONTRACTOR SHALL SEE TO IT THAT MUCKS LEAVING THE SITE SHALL SO SO IN SUBJECT TO THE APPROVAL OF THE SOILS ENGINEER. ALL IMPORTED MATERIAL TO BE SUCH A MANNER THAT MUD AND EARTH WILL HOT BE DEPOSITED ON ADJACENT STREET USED AS FILL SHALL BE PREDOMINANTLY GRANULAR, NON-EXPANSIE MATERIAL HAVING PAVEMENTS. ANY MUD OR EARN DEPOSITED ON STREET PAVEMENT SHALL BE A MAXIMUM PLASTICITY INDEX (P.I.) OF 12 AND AN R-VAWE OF AT LUST 50. ALL PROMPTLY REMOVED BY THIS CONTRACTOR. OR AS REQUESTED BY THE INSPECTOR. IMPORTED MATERIAL SHALL BE TESTED AND APPROVED BY THE SOILS ENGINEER PRIOR TO "ALL 4B, CONTRACTOR SHALL REPLACE Al REPAIR ALL DAMAGES AFFECTED BY DELIVERY i0 THE SITE. IMPORTED MATERIAL TO BE USED AS ENGINEERED FILL CONSTRUCTION ON EXISTING ADJACENT OFF -SITE IMPROVEMENTS TO THE SATISFACTION SHALL BE PREDOMINANTLY GRANULAR. WITH THE FOLLOWING ACCEPTANCE CRITERIA OF THE Cltt OF BURLINGAME PUBLIC WORKS DEPARTMENT. RECOMMENDED. - PERCENT PASSING 3-INCH SIEVE 10G 49. THE FOLLOWING CONTROL MEASURES $LULL BE INCORPORATED INTO ANY PERMDS PERCENT PASSING NO. 4 SEEMS SO-100 FOR ALL PHASES OF ME PROJECT: PERCENT PASSING NO. 200 SIEVE MAXIMUM 50 PLASTICITY INDEX MAXIMUM 12 A. WATER ALL ACTIVE CONSTRUCTION AREAS AT LEAST TWICE DAILY. EXPANSION INDEX (WC 18-2) MAXIMUM 20 (LATE MORNING AND THE END OF ME DAY.) VALUE MINIMUM 50 MI RESISTIVITY (OHM -CM) N0,S00 I COVER ALL TRUCKS HAULING SOIL. SAND, AND OTHER LOOSE MATERIALS OR MINIMMINIMUM SULFATES (BY DRY WRIGHT)IGHT)<0.05X REQUIRE ALL TRUCKS TO MAINTAIN AT LEAST TWO FEET OF FREEBOARD. ORGANIC ORGANIC CONTENT (BY ORY WEIGHT) <3% SOIL C. PAVE OR APPLY WATER THREE TIMES DgDE, OR APPLY (NON-TOXIC)AND STABILIZER ALL UNPAVED ACCESS ROApO, PARKING AREAS AXO STAGING AREAS 23. COMPACTION SHALL BE OBTAINED i0 WE DEGREE SPECIFIED BY THE SOI15 ENGINEER. AT CONSTRUCTION SITES. C IT EAR IF ANY UNKNOWN SUBSURFACE STRUCTURES ARE ENCOUNTERED DURING D. SWEEP DAILY (WIN WATER SWEEPERS) ALL PAVED ACCESS ROADS. PARKING CONSTRUCTION, THEY SHALL IMMEDIATELY BE BROUGHT TO THE ATTENTION OF AREAS AND STAGING ARDS AT CONSTRUCTION SITES. ME MIS ENGINEER AND ME OWNER PRIOR TO PROCEEDING E. SWEEP STREETS DAILY (WITH WATER SWEEPERS) IF VISIBLE SOIL MATERIAL IS CARRIED ONTO ADJACENT PUBLIC STREETS, 25. DUST SHALL BE CONTROLLED BY WATERING THROUGHOUT THE GRADING AND BUILDING CONSTRUCTION OPERATIONS. THE CONTRACTOR SHALL ARRANGE F. HYDROSEED OR APPLY (NON -TOXIC) SOIL STABILIZERS TO INACTIVE CONSTRUCTION AND PAY FOR CONSTRUCTION WATER. AREAS (PREVIOUSLY GRADED AREAS INACTIVE FOR TEN DAYS OR MORE). 26. THE CONTRACTOR SHALL TAKE OUT THE GRADING PERMIT AND ARTERY THE G. ENCLOSE, COVER. WATER TWICE DAILY OR APPLY (NON -TOXIC) SOIL BINDERS TO CRY INSPECTOR, SOILS ENGINEER AND OWNER AT LEAST a HOURS PRIOR TO EXPOSED STOCKPILES (DIRT, SAND, ETC.) ME DUANE OF COXSTRUCIIOX. U UNIT DUFEIC SPEEDS ON UNPAVED ROADS TO 15 MPH. I. INSTALL SANDBAGS OR OTHER EROSION CONTROL MEASURES TO PREVENT SILT RUNOFF TO PUBLIC ROADWAYS. J. REPLANT VEGETATION IN DISTURBED AREAS AS QUICKLY AS POSSIBLE. K. INSTALL WHEEL WASHERS FOR ALL EXISTING TRUCKS, OR WASH OFF THE TIRES OR TRACKS OF ALL TRUCKS AND EQUIPMENT LEAVING THE SITE. L INSTALL WIND BREAKS. OR PLOT TREES/VEGETATIVE WIND BREAK$ AT WINDWARD SIDES) OF CONSTRUCTION AREAS. M. SUSPEND EXCAVATION AND GOADING ACTIVITY WHEN WINDS (INSTANTANEOUS OUSTS) EXCEED 25 MILES PER HOUR. N. LIMIT THE AREA SUBJECT TO EXCAVATION. GRADING AND OTHER CONSTRUCTION ACTIVITY AT ANY ONE TIME. ED DURING 59. THE CONTRACTOR SHALL PAY ALL UTILITY FEB INCLUDING, BUT NOT LIMITED I M THE FIND TO,WATER METERS, WATER CONNECTION, ISEWER CONNECTION, INSTALLATION 0➢EY THE COSTS, WATER PARTICIPATION FEES AND OTHER FEES REQUIRED BY THE CENTER S : GOVERNING AGENCIES FOR THE INSTALLATION OF THE COMPLETE. OPERABLE I . APPROPRIATE AND USABLE UTILITY SYSTEMS SHOWN THEREON. 51. PRIOR TO THE DELIVERY OF ASPHALT PAVEMENT TO THE SITE, THE CONTRACTOR SHALL CBIAJM AE S FROM THE SOILS ENGINEER FURNISHICAO COPIES TOMEOWNERANDARCHITECT FOR APPROVAL THAT THE SUB-GRADE AND BASE MATERIAL HAVE BEEN PROPERLY PLACEMENT GRADED AND COMERIAI- AND ARE SUITABLE FOR THE PIACEN ENi OF THE ASPHALT MALERIAI_ 52. THE CERTIFICATION REQUIRED IN NOTE NO. 51 SHALL BE PERFORMED IMMEDIATELY PRIOR TO THE PLACEMENT OF THE ASPHALT MATERIAL. IN ADDITION. THE SOILS ENGINEER SHALL BE PRESENT MUSIC THE PLACEMENT OF THE ASPHALT. 53. UPON COMPLETION OF THE ASPHALT PAVEMENT AND PRIOR TO THE PAINT STRIPIN01 AND SEALCOATING OF ME PARKING LOT, THE CONTRACTOR SHALL HAVE THE SOILS ENGINEER CORE THE PAVED AREAS AT LOCATIONS SPECIFIED BY THE OWNER FOR APPROVAL PRIOR TO ME PAINTING AND SOLING OF ME PAVEMENT. CORE TESTS SHALL INCLUDE TYPES OF ,MATERIAL ENCOUNTERED AND PAVEMENT AND BASE THICKNESS. . 54. PAVE DRIVEWAY AND PARKING LOT PER GRADING, PLAN AND GEOTECHNICAL REPORT REOUIREMENTS, SEWER. _A UER AND STORM DRAIN 55. ALL WORK SHALL SE DONE IN ACCORDANCE MYTH CITY OF BURLINGAME STANDARDS AND SPECIFICATIONS AND THE CONTRMETI SPECIFICATIONS AND THE PROJECTS OEOTECHINICAL ENGINEERING REPORT WHICHEVER REQUIREMENTS IS THE MOST STRINGENT. 56. EXISTING PRIVATE AND PUBUC UIIMES SHOWN HEREON REFLECT AVAILABLE RECORD DATA ME CONTRACTORS SHALL BE RESM14SIOU FOR LOCATING AND PROTECTING ALL UNUTIES WHICH ARE TO REMAIN IN USE, WHETHER SHOWN OR NOT SHOWN HEREON. THE CONTRACTOR SHALL NOTIFY ALL PUBUC UTILITY COMPANIES AND OWNERS OF PRIVATE UTILNIES WITHIN THE CONSTRUCTION AREA NI HOURS PRIOR i0 THE START OF ANY CONSTRUCTION. 57. THE CONTRACTOR SHALL OBTAIN AND PAY FORULL REQUIRED PERMITS AND LICENSES PRIOR TO THE START OF CONSTRUCTION.I 58. ME CONTRACTOR SHALL VERIFY THE FLOW LINE ELEVATION OF THE EXSTING SEWER/ST]RM DRAW AT THE POINT OF CONNECTION AND ROUTE ME ENGINEER IMMEDIATELY IF MORE THAN O.ID FOOT OF DIFFERENCE EXCIS FROM THIS PUN. 59. THE CONTRACTOR SHALL COORDINATE THE SEWER. WATER AND STORM DRAIN CONSTRUCTION IN A MANNER TO PREVENT ANY CONFLICTS WHERE UTILITY LINES CROSS EACH OTHER. THE SEWER, WATER AND STORM BRAIN CONTRACTORS SHALL BE RESPONSIBLE FOR OBTAINING PLANS FOR ALL OTHER UTIUTIES FOR THIS DEVELOPMENT FROM THE ARCHITECT. SHALL FAMILIARIZE THEMSELVIES THEREWITH AND SHALL NOT" THE ARCHITECT AND ENGINEER IMMEDIATELY OF ANY CONFLICT WITH THIS PUN PRIOR TO THE START OF CoHSTRUCTIoN. 60. SEWER LINES MAY NOT PAGE OVER ME TOP ORWATER UNES. WHERE SEWER LINES PASS BENEATH WATER LINES WITH LESS THAN THREE (3) FEET OF VERTICAL CLEARANCE. THE SEWER UNES SHALL BE FULLY ENCASED WITH 6 NCH MINIMUM THICK CONCRETE FOR A MINIMUM DISTANCE OF TEN (10) FEET ON EACH SIDE OF THE CROSSING. MINIMUM HORIZONTAL CLEARANCE BETWEEN PARALLEL SEWER AND WATER LINES SHALL BE TEN (10) FEET CLEAR, 61. ALL SEWER AND WATER SERVICES SHALL BE CONSTRUCTED TO THE RIGM-OF- WAY USE OTHERWISE SHOWN HEREON. THE CONTRACTOR SHALL VERIFY ME SIZE, LOCATION AND ELEVATION OF ME UTILITY BUSINESS. INCLUDING ME FIRE SERVILE, WIN ME BUILDING WNTIGMOR PRIOR TO ME INSTALLATION THEREOF AND SHALL MONEY THE ARCHITECT AND OWNER IMMEDIATELY OF ANY DISCREPANCY FROM THIS PUN PRIOR TO PROCEEDING. 62. ALL ON -SITE SANITARY SEWER P.V.C. PIPE SHALL CONFORM i0 ARM SPECIFICATIONS D-SOP 26 OR GREATER. 63. WATER UNES 4" AND URGER FROM THE DETECTOR CHECK TO WITHIN 5' OF THE BUILDING SHALL BE P.V.C. PIPE, PC 305. WITH RING-TITE JOINTS CONFORMING TO A.W.WA. C900 (C.1. DNA. MADE 18). 64, DOMESTIC SERVICE UNES £ AND SMALLER SHALL BE P.V.C. PRESSURE PIPE. PE 235, UNLESS OTHERWISE SHOWN UPON ME PUNS. W5 WTR USES 12- ANDAi RA LINES SMALLER THANLAITE SHALL HAVE R SHALL VA MINIMUM COVERE A MINIMUM OF 30 R OF 36INCHESEO. UNLESS OTHERWISE NOTED. 56. NOT USED 67. ME UNDERGROUND CONTRACTOR SHALL SEE HIS STRING OR WIRE THROUGH AT LEAST Was GRADE SFgKE TO VERIFY THE GRADE.. IF ME STAKES DO NOT PRODUCE A UNIFORM GRADE, NOTIFY THE ENGINEER IMMEDIATELY AND HAVE THE OWES CHECKED PRIOR TO TRENCHING. A USER SHALL BE USED TO SET ALL PIPE. 68. ALL DOUBTS STRUCTURES INCLUDING. BUT NOT LIMITED TO MANHOLES. CATCH BASINS. WATER VALVES, FIRE HYDRANTS, TELEPHONE AND ELECTRIC VAULTS AND PULL BOXES THAT LIE WITHIN AREAS EFFECTED BY WORK ON THIS PROJECT SHALL BE ADJUSTED TO GRADE BY THE CONTRACTOR OR THE RESPECTIVE UTILITY COMPANY. THE CONTRACTOR IS RESPONSIBLE TO AFFECT COORDINATION. 69. AIR TEST OF THE SEWER MAINS AND BUILDING SERVICES SHALL BE PERFORMED IN ACCORDANCE WITH THE REQUIREMENTS OF CITY RE ME MANUFACTURER'S AIR TESTING MANUAL. THE AIR MEET IS TO BE MADE ON ME PIPE INSTALLATION WIWOUT THE ADDITION OF SEALERS TO THE PIPE INTERIOR. THE APPLICATION OF MORTAR. EPDXY, CAULKING COMPOUNDS. OR OTHER MATERIAL TO THE PIPE WILL BE PROHIBITED. FAILURE TO MEET THE AIR TEST WILL REQUIRE CONTRACTOR TO REPLACE SECTIONS AS REWIRED. CONTRACTOR MAY ELECT IN LIEU OF EXPOSING ENTIRE UNE, THE OPTION TO SELECT DEFECTIVE PORTIONS OF THE PIPELINE, OR ISOLATE MAIN IN MINIMUM OF 5' SECTIONS. AND RETEST EACH SECTION UNTIL FAILURE IS LOCATED. AND THEN REPLACE AS NECESSARY. ALL COSTS. (INCLUDING PHOTOGRAPHERYS WORK ASSOCIATED WEAN THE FINAL REPAIR) WILL BE ME COMMICTOR'S AIR TEST R TO BE PERFORMED UPON COMPLETION OF COMPACTION. 70. IN ADDITION TO THE AIR TEST. ME CONTRACTOR SHALL INSPECT THE SEWER R STORM DRAIN INSTALLATION WITH A CLOSED CIRCUIT TELEVISION CAMERA TO CITY STANDARDS. ANY BROKEN PIPE, SEPARATION OF JOINTS OR ANY PIPE NOT LAID TO TRUE LINE AND GRADE, SHALL BE REPLACED. ALLCCGFPIIDCCWEQNTMREFW wm AJDCCIq®V MLLBEI£CtlNBACTWB 71. FINAL AIR TEST OF ME SEWER SYSTEM SHALL BE MADE AFTER ALL UNDERGROUND UTILITIES HAVE BEEN INSTALLED AND COMPACTED IN THAT AREA iHN8X1CAJBNg C£BEMEii S81B1N BfCflApTAEEST81B18 MB ECEpH1E0AfDBTCRYRHFWCWHARER AIR TEST OR WATER TEST ON SEWER AND PRIOR TO PLACING OF FINAL PAVEMENT. CONTRACTOR SHALL FORWARD A COPY OF COLORED OWN TO THE PROJECT'S ENGINEER AFTER THE THE FINAL CAMERA INSPECTION, 73. ALL SEWER AND STORM DRAIN CONSTRUCTION SHALL PROCEED FROM THE DOWNSTREAM CONNECTION TO ME UPSTREAM TERMINUS. Td. SEWER LATERALS $HALL BE PLUGGED AT ME MIKE OF TERMINUS SHOWN HEREON, AND THE ENTIRE SYSTEM SHALL THEN BE TESTED IN ACCORDANCE WITH THE CONTRACT SPECIFICATIONS AND GOVERNING AGENCY REQUIREMENTS. NO BUILDING CONNECTIONS SHALL BE MADE TO THE LATERALS UNTIL THE ENTIRE SYSTEM HAS BEEN TESTED. APPROVED AND. ACCEPTED BY THE CITY AND THE OWNER. FINAL AIR LEAKAGE TESTS SHALL BE MADE AFTER ALL BACK FILL HAS BEEN COMPLETED AND APPROVED BY THE SOILS ENGINEER. 75. MANHOLE. VALVE. METER BOX AND CALMOUT RIM ELEVATIONS, SHOWN OR NOT SHOWN HEREON. ARE APPROXIMATE ONLY. ME CONTRACTOR SHALL BE RESPONSIBLE FOR ADJUSTING ME RIMS AND COVERS TO ME FINISHED PAVEMENT GRACE AFTER THE SITE IS PAVED AND SHALL MAKE ARRANGEMENTS FOR ANY ADDITIONAL PAVING REQUIRED. 76. UTILITY LINE CONSTRUCTION SHALL NOT COMMENCE UNTIL THE SITE HAS BEEN ROUGH GRADED AND CERTIFIED BY THE APPROVED SOILS ENGINEER AND CIVIL ENOINUR/SURVEYOR IN ACCORDANCE WITH THE CONTRACT PUNS AND SPECIFICATIONS 77, ALL IMMUNIZATION. STERILIZATION, PRESSURE TESTS, HYDROSTATIC AND OTHER TESTS OF WATER LINES SHALL BE MADE IN ACCORDANCE LATH ME CITY STANDARDS AND SPECIFICATIONS. 78. THE CONTRACTOR SHALL ARRANGE AND SCHEDULE ALL JESTS AND INSPECTIONS REQUIRED BY GOVERNING AGENCIES. 90. AM MATERIAL SHALL BE FURNISHED AND INSTALLED BY THE CONTRACTOR. EXCEPT AS NOTED ON PLAN. I UL THE CONTRACTOR SHALL BE RESPONSIBLE TO PROVIDE AMPLE COVERAGE FOR THE PROTECTION OF ALL INSTALLED UTILITIES DURING THE CONSTRUCTION OF THIS PROJECT. 82. CONCRETE THRUST BLOCKS SHALL BE INSTALLED ON ALL WATER LINES AT ALL BENDS, ELBOWS. TEES AND WHERE TRIMMED BY ME ENGINEER AND INSPECTOR. 03. ME CONTRACTOR IS TO FURNISH ME OWNER WITH A COPY OF ALL PERMITS AND FINAL ACCEPTANCES GRANTED BY UTILITIES AND GOVERNING AGENCIES. 84. PRIOR TO THE INSTALLATION OF ANY, UTILITY USE, THE TRENCH SHALL BE INSPECTED AND APPROVED BY THE SOILS ENGINEER. THE CONTRACTOR SHALL PROVIDE A COPY OF THE SOILS ENGINEER'S INSPECTION REPORT AND APPROVAL TO THE OWNER. CITY. AND ARCHITECT. I 85. ALL NILIN UNE BACK FILL MATERIAL SHALL RE APPROVED BY ME SOILS ENGINEER AND GOVERNING AGENCY. BACK FILL PLACEMENT AND COMPACTION , SHALL BE MADE BY METHODS AND TO THE DEGREE SPECIFIED BY THE OWES ENGINEER. BACK FILL COMPACTION TESTS: AND REPORTS SHALL BE MADE BY I THE SOILS ENGINEER AND FURNISHED TO THE OWNER AND ARCHITECT FOR I APPROVAL. UTILITY USES MAY NOT BE COVERED UNTIL AFTER THEY HAVE BEEN I TESTED AND APPROVED. 86. UPON COMPLETION OF THE BACK FILL I OPERATIONS. AND THE APPROVAL I THEREOF BY THE SOILS ENGINEER, ME UTILITY LINES SHALL BE RETESTED. IN I ADDITION, IMMEDIATELY AFTER SCARIFYING. AND RECOMPACTING ME -SUB GRACE SOIL IN PREPARATION 0L BIND PRIOR TO. ME LAYING OF THE :ASPHALT SUR-BASE MATERIAL THE WATER: LINES SHALL BE RETESTED. ANY 'STREETS SHALL BE CONFUSED PRIOR TO THE PAVING OF THE LOT. THESE TOTS SHALL BE MADE IN THE PRESENCE OP TNB ARCHITECT. THIS $HALL INCLUDE LANDSCAPE IRRIGATION LINES. 87. 'THE TRENCH WIDTH. TYPE OF PIPE'SUISSE, THE TYPE OF INITIAL I BACKFILL AND THE COMPACTION REQUIREMENTS OF BEDDING AND INITIAL BACKFILL MATERIAL FOR UTILITY TRENCHES: (STORM DRAINAGE, SEWER, WATER, I ELECTRICAL GAS. CABLE, PHONE, IRRIGATION, ETC.) SHOULD BE SPECIFIED BY I THE PROJECT CIVIL ENGINEER OR APPLICABLE DEGREE PROFESSIONAL IN 1 COMPLIANCE WITH THE MANUFACNRER'S REQUIREMENTS, GOVERNING AGENCY 1 REQUIREMENTS AND THIS REPORT, WHICHEVER IS MORE STRINGENT. FOR FLEXIBLE POLYVINYWHLORIDE (PVC) PIPES, THESE, REQUIREMENTS SHOULD BE IN 'ACCORDANCE WITH THE MANUFACNflER4i REQUIREMENTS OR ASM D-2321. I WHICHEVER IS MORE STRINGENT, ASSUMING A HYDRAULIC GRADIENT EXISTS (GRAVEL ROCK, CRUSHED GRAVEL, ETC, I CANNOT BE USED AS BACKFILL ON THE PROJECT). THE WIDTH OF THE TRENCH SHOULD PROVIDE SUFFICIENT SPACE I BETWEEN THE SIOEWALL OF THE TRENCH AND THE PIPE TO ALLOW TESTING WITH A NUCLEAR DENSITY GAGE (MINIMUM 12, INCHES). AS A MINIMUM. THE PIPE BODING SHOULD CONSIST OF 4 INCHES OF COMPACTED (92 PEMEE RELATIVE COMPACTION) ASIDE C-33 SAND. ME BOTTOM OF ME TRENCH SHOULD BE I I I COMPACTED AS ENGINEERED FILL PRIOR TO PUCEMEE OF THE PIPE BODING. I I THE FINAL FILL (12 INCHES ABOVE THE, PIPE TO THE SURFACE) SHOULD BE I APPROVED, IMPORTED. NON -EXPANSIVE OR ON -SITE MATERIALS COMPACTED TO A MINIMUM OF 92 PERCENT RELATIVE COMPACTION (95% IN UPPER 12 INCHES BENEATH PAVED AREAS). ALL MATERIALS SHOULD BE PLACED BETWEEN OPTIMUM MOISTURE CONTENT AND THREE (3) PERCENT ABOVE OPTIMUM MOISTURE CONTENT. THE CONTRACTOR SHALL OBTAIN THE UTILITY TRENCH CONSTRUCTION 88. PROCEDURE ABOVE PIPE ZONE: FROM 12 INCHES ABOVE ME PIPE TO FINISHED GRADE THE BACK FILL SHALL BE PLACED IN THIN LIM AND COMPACTED USING APPROVED COMPACTION EQUIPMENT TO A MINIMUM DEGREE OF COMPACTION OF 90% (95% IN UPPER 12 INCHES BENEATH PAVED AREAS). 89. PRIOR TO THE PLACEMENT OF UNDERGROUND UTILITIES. THE TRENCH SHOULD BE EXAMINED FOR SUBSURFACE SEEPAGE. IF SEEPAGE IS ENCOUNTERED. THE SOME ENGINEER SHOULD BE CONSULTED SO THAT RECOMMENDATIONS FOR SUBNRUCE DRAINAGE CAN E MADE. TRENCHES COEAINING REE WATER SHOULD BE OE -WATERED PRIOR TO BACKFIWNG. 90. WATER SERING (JETTING} JEDING OF BEDDING AND BACK FULL SHALL NOT BE PERMITTED. 91. EACH BACK FILL LAYER SHALL BE EVENLY SPREAD, PROPERLY MOISTENED AND COMPACTED TO THE SPECIFIED RELATIVE DENSITY.ANY DAMAGE TO THE PIPE AS A RESULT OF CONTRACTOR'S OPERATION SHALL BE REPAIRED AND/OR REPLACED AT THE CONTRACTOR'S EXPENSE. 92. NO MATERIAL GREATER THAN 4' IN ANY DIMENSION SHALL BE PLACED MWIN ONE FOOT OF ANY PIPE. MANHOLE OR STRUCTURE. 93. MVIMUM DENSITY SHALL BE DETERMINED IN ACCORDANCE WITH ASTM TEST METHODS AND ALL BEDDING AND BACK FILL SHALL BE PLACED UNDER THE SUPERVISION OF THE SOILS ENGINEER. 94. THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE TO SUPERVISE AND CERTIFY MAT PROPER COMPACTION HAS BEEN OUMNED BT SUBCON UORS AND AGENCIES CONCERNING MUtt NNE BACK FILL INCLUl BUT NOT LIMED TO SEWERS, WATER LINES, ELECTRICAL, TELEPHONE, GAS AND LANDSCAPE IRRIGATION LINE. RETANNG WALL TRENCHING AND EXCAVATION 95. CONTRACTOR TO CONSTRUCT RETAINING WALL i0 MEET ALL RECOMMENDATIONS AND REQUIREMENTS AS SPECIFIED IN THE GEORCHNICAL REPORT. 96. PRIOR TO PLACING ANY REINFORCING WINIIN ME RETAINING WALL TRENCHES Al EXCAVATIONS, WE EXCAVATIONS SHALL BE INSPECTED BY THE SOILS AND STRUCTURAL ENGINEERS. 97. THE PROJECT AREA SHALL BE FENCED AS NECESSARY DURING CONSTRUCTION, FOR SAFETY PURPOSES AND TO KEEP OUT UNAUTHORIZED PERSONNEL. 98. ALL PUBLIC IMPROVEMENTS SHALL CONFORM TO CITYENGINEERING STANDARDS RE PROPOSED STANDARDS AND SPECIFICATIONS. GRAD NG 99. ALL CUT AND FILL SLOPES SHALL IMMEDIATELY BE LANDSCAPED AND WATERED FOR EROSION CONTROL AS SHOWN ON THE LANDSCAPE PUN. WATERING SHALL BEGIN IMMEDIATELY ARER PUNTING. ALL LANDSCAPING SHALL BE WATERED AND MAINTAINED BY THE DEVELOPER. 100. LANDSCAPE PUN REQUIRED. PROVIDE A COPY TO CITY PUNNING DEPT. 101. ME SOILS REPORT SHALL BE STRICTLY ADHERED TO IH THE GRADING AND CONSTRUCTION OF THE PROJECT. �, CARS ANDERSEN & ASSOCIATES. INC. sIW'4 f CIVIL ENGINEERS - LAND SURVEYORS - PLANNERS WE`CIV1 Sp(Y� sn z:c-nw -u ..w zrR aw wawzem�r.nasx mm No. fifi 124�p1f <F CF GUfG" - 66 DAN CL J. ZOLOAK FEE 126 DATE:: ACCESSIBLE RAMP/ROUTE NOTE:I THE CONTRACTOR MUST CHECK FORMS OF THE ACCESSIBLE RAMPS, CURB RAMPS, AND I I ROUTE PRIOR TO CONCRETE PLACEMENT. ALL RAMP, LANDING. AND/OR ROUTE CROSS I SLOPES MUST BE DOUBLE CHECKED TO VERIIYI THAT THEY MEET CURRENT ADA AND I CALIFORNIA TITLE 24 REQUIREMENTS. ANY DISCREPANCIES WITH THE DESIGN MUST BE I BROUGHT TO ME ATTENTION OF ME DESIGN ENGINEER BEFORE CONCRETE IS PLACED I AND THE COMPACTOR MUST WAIT FOR A RE -DESIGN FROM ME ENGINEER BEFORE . MOVING FORWARD ON THE CONSTRUCTION OF ME AFFECTED AREA. CONSTRUCTION i OPERATIONS NOTES: DUST SHALL BE CONTROLLED. WASTEWATER GENERATED DURING CONSTRUCTION SHALL NOT BE DISCHARGED TO THE STORM DMIH SYSTEM. THIS INCLUDES WASTE FROM PAINTINQ SAWCURING, CONCRETE WORK, ETC. THE CONTRACTOR SHALL MAKE AN ARRANGEMENTS TO ELIMINATE DISCHARGES TO THE STORM ORN SYSTEM AND. IF NECESSARY, PROVIDE ON. AREA FOR ON -SITE WASHING ACTIVITIES'. DURING CONSTRUCTION. MATERIALS WHICH COULD CONTAMINATE STORM RUNOFF SHALL BE STORED IN AREAS WHICH ARE DESIGNED TO PREVENT EXPOSURE i0 RAINFALL AND TO NOT ALLOW STORM WATER TO RUN ONTO ME AREA. PAVEMENT CLEANING: FLUSHING OF STREETS/ PARKING LOTSIiO REMOVE DIRT AND CONSTRUCTION DEBRIS IS PROHIBITED UNLESS PROPER SEDIMENT CONTROL ARE USED. PREFERABLY, AREAS REQUIRING CLEANINGISHOULD BE SWEPT. NOTE CONTRACTOR SHALL DAMP SWEEP PUBLIC AND PRIVATE STREETS WITHIN AND AOJOININO THE PROJECT BYTE EACH WORKING DAY SUFFICIENT TO REMOVE ALL VISIBLE DEBRIS AND SOIL. ON -SITE AREAS VISIBLE TO THE PUBLIC FROM THE: PUBLIC RIGHT-OF-WAY SHALL BE CLEANED OF DEBRIS, RUBBISHLIAND TRASH AT LUST ONCE A WEEK. WHILE THE PROJECT IS UNDER CONSTRUCTION THE CONTRACTOR SHALL IMPLEMENT EFFECTIVE DUST CONTROL MEASURES TO PREVENT DUST AND OTHER AIRBORNE MATTER FROM LEAVING THE SITE. THE DEVELOPER WILL PROVIDE A MINIMUM OF 40 HOURS NOTICE IN ADVANCE OF ANY REQUIRES INSPECIIgI. ANY TEMPORARY SUSPENSION OF WORK, OR RETURNING TO WORK, FOR ANY REASON WILL REQUIRE THE DEVELOPER OR CONTRACTOR TO ADVISE THE PUBUC WORKS DEPARTMENT INSPECTOR CONSTRUCTION STAKING NOTE: 1. ENGINEERING/LAND SURVEYING FIRM RESPONSIBLE FOR CONSTRUCTION STAKING SHALL CERTIFY AND BE FAMILIAR WITH THE Cltt'S AS -BUILT CERTIFICATION REQUIREMENTS. 2. STAKING CONTRACTOR WILL U RESPONSIBLE FOR SIGNING LARS ANDERSEN 6 ASSOCIATES, INC. INDEMNIFICATION FORM PROVIDED TO THE GENERAL CONTRACTOR'S LAND SURVEYOR. THE FEE FOR TRANSFER OF THE AUTOLAD FIFE WILL BE $97,00 . LARS ANDERSEN WILL ONLY PROVIDE THE CAD DUE OF THE BASE SITE PUN ONLY. CONTRACTORS STAKING SURVENR IS RESPONSIBLE FOR ALL CALCULATIONS BASED ON THE PUN SHEER PROVIDED WONIN ME PERMIT SET. A CAD FILE OF THE GRADING AND UTILITY PUN MITI BE PROVIDED. CONTRACTOR TO PROVIDE SIGNED INDEMNIFICATION LETTER 72 HOURS PRIOR TO NEEDING THE CAD FILE. 3, THE LOCATION. BOTH VERTICAL (ELEVATION ABOVE CURB. GRADE, ETC.) AND HORIZONTAL (DISTANCE TO PROPERTY USE. OTHER BUILDINGS, ETC.), OF THE PROPOSED BUILDING/STRUCTURAL AS SHOWN ON THE Oltt APPROVED SET OF CONSTRUCTION DOCUMENTS SHALL BE CERTIFIED BY A CALIFORNIA UCEHSEO CIVIL ENGINEER WIN A LICENSE NUMBER BELOW 33966. OR A LAND SURVEYOR. SUCH CERTIFICATION SHALL BE PROVIDED TO ME BUILDING INSPECTOR PRIOR i0 ME FIRST INSPECTION IN WHICH THE CORNERS OF ME STRUCTURE AND FINISH FLOOR ELEVATION CAN BE DISTURBED. PUBLIC WORKS NOTES: PUBLIC WORKS NOTES LAND WORK IN THE CITY RIGHT-OF-WAY, SUCH AS STREET. SIBEWALK AREA. PUBLIC EASEMENTS. AND UTNTY USEMM3, IS REQUIRED TO OMAIN AN ENCROACHMENT PERMIT PRIOR TO STARTING WORK. MR REQUIREMENTS RELATED TO ISSUANCE OF AN ENCROACHMENT PERMIT, VISM H PS://WWW.BURLINGAME.CRG/DEPARTMENTS/PUBLIC WORKS/ENCROACHMENTT PERMIT. 2.ALL WORK WITHIN CITY RIGHT-OF-WAY SHALL COMPLY WITH CITY STANDARDS AND DETAILS. STANDARD DETAILS ARE AVAILABLE AT: HTTPS://WWW.BURLlNGAME.ORG/DEPARTMENTS/PUBUC WORKS/CITY STANDARD DETAILS.PHP. &THE PROJECT SHALL COMPLY WEEK ME CITY'S HPDES PERMIT REQUIREMENTS TO PREVENT STORM WATER POLLUTION. ALL CONSTRUCTION WORK SHALL BE DONE IN ACCORDANCE WRIT THE MOST CURRENT APWA-AGiC STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION, THE CANFCRNIA SMRMWATER QUALITY ASSOCIADON'A STORMWATER BEST MANAGEMENT PRACTICE HANDBOOK. AND THE CITY OF BURLINGAME STORMWATER MANAGEMENT AND DISCHARGE CONTROL ORDINANCE (MUNICIPAL CODE CHAPTER 15.14). A COPY OF THE STORMWATER CONSTRUCTION BEST MANAGEMENT LEFT IN AS PRESENTABLE A SIDEWALK FRONTING SITE MUST TALL WATER UNES CONNECTIONS M CRT WATER MAIMS RR SERVICES OR FIRE USE PROTECTION ARE TO BE INSTALLED PER CITY STANDARD PROCEDURES AND MATERIAL SPECIFIWDONS. CONTACT THE CRY'S WATER DEPAWMEW FOR CONNECTION FEES. IF REQUIRED, ALL FIRE SERVICES AND SERVICES 2" AND OVER SHALL BE INSTALLED BY BUILDER. ALL UNDERGROUND FIRE SERVICE CONNECTIONS SHALL BE SUBMITTED AS SEPARATE UNDERGROUND FIRE SERVICE PERMIT FOR REVIEW AND APPROVAL. OFF IS THE RESPONSIBILITY OF THE OWNER AND/OR CONTRACTOR TO NOTIFY UNDERGROUND SERVICE MUST (USA) AT LEAST 40 HOURS BEFORE THE START OF ANY EXCAVATION WORK. NNO STRUCTURE SHALL BE BUILT INTO Cltt RIGHT-OF-WAY WITHIN PROJECT MONTAGE ON ADRIAN READ. IO.CONT UOR TO COORDINATE AND PROVIDE SEWER CONNECTION FEE WORKSHEET TO CITY AND SUBMIT TO BUILDING DEPARTMENT AS REQUIRED BY CITY. `u' X o,op EAh_ GEVIEWEDBYnP AR" AP, PUBLIC STORAGE TENANT IMPROVEMENT PS PHOTO VERSION: XXXX 20M UNITMIXVERSION: XX/)0(/%% Pmlcn Adtlress 1801 ADRIAN RD. BURLINGAME, CA Om,age, Public Storage, Inc. u to 701 Western Avenue Glendale, CA 91201 NOTES SHEET E,WR MY. DR QONJORBw W PnRtl RE 19003 SAatN,, C3.0 Plat FOR, 2020 llAB — —_ G>D CATCH BASIN '1RfTL- ram+, m� E POLE mo_ 1 v l li j/I I? 'P l RAIN --�� a StO�M DMANHOLE ISS inarlhole i�lvl.� 5' LES 3 PP I I I 1� �'P1 `I COL IQFB—L�1=��- I "M GUY`IWIRE ] L I I' I YI u� r� lY%T1�1 R' ...1 1 i � � .�-�-ICE JIT �` C �I I -l�-I II I I I�il_ 1 ��� � �I�Ic { L IrT — _ Il I - I V L'Ai i 1. A q I \ a K' NOTES: A. DEMO CONTRACTOR TO GRADE EXI SITE TO PROVIDE A SMOOTH CLEAR SURFACE PRIOR TO COMPLETION OF THE DEMO PHASE. B. ALL EXCAVATIONS RESULTING FROM THE DEMOUTION AND REMOVAL OF SUBSURFACE STRUCTURES AND FOUNDATIONS SHALL BE NICKELLED WITH ENGINEERED FILL IN ACCORDANCE WIN THE SOILS REPORT. NOI/SWPPP NOTES: CONTRACTOR IS RESPONSIBLE FOR THE IMPLEMENTATION OP SWEEP/ EROSION CONTROL REQUIREMENTS AND OBTAINING A COPY FROM ME DEC. THESE REQUIREMENTS INCLUDE AND ARE NOT LIMITED TO THE FOLLOWING: INSTALLATION OF SITE EMIRS PRIOR TO CARL OF ANY EARTH MOVING ACTIVITIES. CONTRACTING WITH A QSP TO INSPECT AND MONITOR THE SITE AS REQUIRED BY THE CONSTRUCTION GENERAL PERMIT AND SWEEP PER THE N01 DESIGNATED RISK LEVEL THE OSP MUST LINK WITH THE ERR ON THE SMARTS SYSTEM AS A DATA ENTRY PERSON. THE OSP MUST UPLOAD ALL INSPECTION LOGS, MONITORING REPORTS, AND SITE PHOTOGRAPHS TO THE SMARTS SYSTEM. CONTRACTOR'S ESP IS RESPONSIBLE FOR FNNG THE ANNUAL REPORT AND 'NOT' WHEN CONSTRUCTION ACTIVITIES ARE COMPLETE. PRIOR TO FILING THE 'NOT'. CONFIRM WITH OSD (LARS ANDERSEN & ASSOCIATES. INC.) THAT THE NOI IS TO REMAIN ACTIVE. NOTES: 1. CONTRACTOR SHALL BE RESPONSIBLE FOR CLGNING AND REMOVAL 2. CONTRACTOR SHAM REPLACE ND/OR REPAIR ALL DAMAGES AFFECTED BY CONSTRUCTION ND/OR REMOVAL OF EXISTING ADJACENT OFFERS IMPROVEMENTS. INCLUDING WET OR DRY MIJTIEA TO ME SATISFAMON OF GOVERNING AUTHORITY. 3. CONTRACTOR SHALL COORDINATE HIS SCHEDULE WITH ALL UNITY COMPANIES AFFECTED BY THIS WORK. NO ADDITIONAL COMPENSATION WILL BE MADE FOR SUCH COORDINATION WITH UNIITY COMPANIES. d. CONTRACTOR TO VERIFY DEMOLITION OF UTILITIES WITH UTILITY COMPANIES PRIOR TO START OF NY DEMOIHTON WORK. 5. CONTRACTOR SHALL NOTE PART OF DEMOLITION PROCESS INVOLVES RELOCATION OF DRY UTNTIES. CONTRACTOR WILL BE RESPONSIBLE FOR ANY COORDINATION & PHASES OF WORK ASSOCIATED WITH DRY UTILITY COMPANY'S SCOPE OF WORK. 6, DEMOLITION CONTRACTOR TO RMICFILL & COMPACT ALL UTILITY TRENCHES AND BOX/MANHOLES AFFECTED BY DEMOLITION ACTIVITIES PER GEOTECHNIOAL REPORT REQUIREMENTS. DEMOLITION NOTES: A. PROVIDE ALL LABOR, MATERIALS, EQUIPMENT SERVICES, ETC., NECESSARY AND INCIDENTAL FOR THE COMPLETION OF ALL DEMOLITION AND CLEARING WORK AS SHOWN ON THE DRAWINGS AND SPECIFIED HEREIN. R ALL ON -SITE AND DEFINITE WORK INCLUDED CONSISTS OF BUT IS NOT LIMITED TO THE FOLLOWING: 1. DEMOLITION AND REMOVAL OF EXISTING BUILDINGS AND STRUCTURES (INCLUDING FOUNDATIONS) 2. REMOVAL OF EXISTING SIDEWALKS, DRIVES, CURBS. PAVEMENT. RETAINING WALLS, ETC. 3. REMOVAL OR UPPING OFF OF EXISTING UTILITIES. UNDERGROUND STRUCTURES. SEPTIC TANKS. DISPOSAL FIELDS, ETC. 4. CLEARING SITE OF TREES. BRUSH. DEBRIS. ETC. 5. ALL UTILITIES SHALL BE LOCATED BY USA. UnI LINES SHALL BE EXCAVATED. REMOVED. AND UCKFILLED W/ ENGINEERED BACKnLL AS NOTED ON PLAN. UTNTY LINES SNLL NOT BE CRUSHED IN PLACE G. REMOVAL FROM SITE ND DISPOSAL OF ALL EXCESS AND UNUSABLE MATERIAL 1. REMOVAL OF OVERHEAD POWER LINES. CONTACT EL FCCIR AL COMPANIES BEFORE DOING ANY WORK. B. REMOVAL OF ALL EXISTING IRRIGATION NES AS NOTED WITHIN THE PROJECT SITE. 9. REMOVAL OF ALL EXISTING NON -USABLE MATERIAL PER SOIL REPORT RECOMMENDATION. 10. REMOVAL OR ABANDONMENT OF ALL ENCOUNTERED EXISTING WELLS AND SEPTIC TANKS PER CITY HEALTH STD. CONTRACTOR TO FIELD EXPLORE THE SITE TO DETERMINE LOCATION OP ALL EXISTING WELLS AND SEPTIC TANKS, AND FUEL TANKS 11. REMOVAL OF ALL EXISTING STRUCTURES WITHIN THE PROJECT SITE SUCH AS BUILDINGS, FENCES, WOOD PILES, WELL PUMP, STAND PIPES, SHEDS, POWER POLES (COORDINATE WITH ELECTRICAL COMPANY), ETC. — 12. CONTRACTOR SHALL FENCE OFF CONSTRUCTION AREA DURING CONSTRUCTION AND IS RESPONSIBLE FOR MAINTAINING IT DURING THE PROCESS OF CONSTRUCTION. 13. STORAGE OF MATERIALS AND EQUIPMENT SHALL NOT BE ALLOWED ON AN CITY STREET OR ALLEY. MARKER IN TOP: W - WATER 0-US E - ELECTRICAL T - TELEPHONE S - STORM SEWER SS - SANITARY SEWER CAN - CABLE TELEVISION I ABOVE SURFACE AT DIRT AREA, AND T/A• ABOVE SURFACE AT PAVEMENT LOCATE AT ALL FUTURE UTILITY STUB LOCATIONS PROVIDE UTLITY MARKERS PER DETAIL AT ALL UTILITY STUBS 0 PROPERTY LINE CONCRETE CYLINDER U INTO GROUND 3V DEEP UTILITY MARKER N.T.S. CONTRACTOR SHALL SEND ALL MANES AT PROPERTY MNE AND MARK PER DETAIL LARS ANDERSEN & ASSOCIATES, INC. �k . CINL OIONFFRS - LAND 91RVEYCItS - PNNFRS & 'rw rn efxvioumnEy iL No 66121 >f' a uu1B DANIEL J. ZOLOAK RCE 86121 DATE: DEMO HATCH LEGEND: SAWCUT & REMOVE EXISTING AC OR PCC PAVEMENT OR STRUCTURE L L L L DEMO & REMOVE EXISTING BUILDING UTILITY LINE TO BE REMOVED DEMOLITION CONSTRUCTION SYMBOLS: OO DEMO DEMOLITIONION PERMIT EXISTING CITY PRIOR TO CONSTRUCTION. HAVE O2 DEMO EXISTING CONCRETE CURB AND GU TEa p3 EXISTING CURB TO REMAIN PROTECT CURB. O4 RELOCATE NEW ARCING BACED SIEELOW PREACHERS. FCC, WATER METER TO O THE EASE. SERELOCATE EHORIZONTALCONTROL DP N FOR NEW AM ITS APPURTENANCES TLOC iION. TO © PROTECT ADJACENT PROPERTY AS REQUIRED OEXISTING SS NE TO BE PROTECTED IN PEACE. DEMO CONTRACTOR T TO VIDEO OR POTHOLE EXISTING SS LINE TO LOCATE AND DETERMINE DEPTH OF ALL LATERALS ALONG THE PROPERTY. gOEXISTING UCO. CONTRACTOR TO VIDEO OR POTHOLE TO DETERMINE LOCATION. DEPTH, AND DIRECTION OF SS FINE CONNECTED TO SSCO. NOTIFY ENGINEER WITH FINDS. O9 EXISTING STORM DRAIN MAIN AND INLET TO BE REMOVED ID ANIDTING ROD TIOEREMAIN AND ASSEMBLY, BE PROTECTED IN PEACE. HYDRANT 1f REMOVE EXISTING CONCRETE SLAB f2 EXISTING PENCE/GATE TO BE REMOVED AND REPLACED f3 EXISTING PENCE/GATE TO REMAIN. 16 EXISTING CONCRETE WALK TO BE REMOVED. 15 OMITTED ON PURPOSE 1G REMOVE EXISTING CONCRETE STAIRS. BUILDING TO BE PROTECTED IN PEACE UNLESS OTHERWISE NOTED ON ARCHITECT PUN. fT OMITTED ON PURPOSE OEXISTING BUILDING DOWNSPOUT TO REMAIN AND TO BE PROTECTED. 1B SEE ARCHITECT AND PLUMBING PUNS. IP OMITTED ON PURPOSE QEXISTING UTIMTY VAULT AND STREET UGM TO REMAIN AND BE PROTECTED DURING PROJECT CONSTRUCTION. 21 NOTED ON PURPOSE ® OMITTED ON PURPOSE ®EXTEND CURB AND DUMB TO REMAIN AND BE PROTECTED DURING CONSTRUCTION ® OMITTED ON PURPOSE ® EXISTING WATER LINES TO BE PROTECTED DURING CONSTRUCTION CALL BEFORE YOU DIG 43 HOURS Y CALL'USA• TOLL FREE SII UNDERGROUND SERVICE ALERr TRUE NORTH JOB NOF —_E 1 NOTES: A. THE CONTRACTOR SHALL BE REQUIRED TO VISIT SITE PRIOR TO PRE BID MEETING TO FAMIBARIZE HIMSELF WITH DEMOUTION. GRADING, ETC.. AND IMPROVEMENTS R CONTRACTOR SHALL BE RESPONSIBLE TO REMOVE ANY AND ALL ITEMS NOT OTHERWISE LISTED HEREIN THAT CONFLICT MEN THE CONSTRUCTION OF THE PROJECT. CONTRACTOR SHALL CONTACT ENGINEER IMMEDIATELY TO DETERMINE NY ITEMS NOT SHOWN ON THE PUNS THAT MUST BE REMOVED. FAILURE TO DO $O DOES NOT RELIEVE CONTRACTOR OF RESPONSIBNTY AND COST FOR REMOVING ITEMS REQUIRED C. CONTRACTOR IS RESPONSIBLE FOR REVIEWING (IF APPLICABLE) ALL KNOWN ENVIRONMENTAL INVESTIGATION STUDIES AND REPORTS PRIOR TO BIDDING. REPORTS ARE INCLUDED IN PROJECT SPECIFICATIONS. CONTRACTOR TO COORDINATE WITH ENVIRONMENTAL ENGINEER ON EXAM AREAS OF CONTAMINATION IF ANY. D. CONTRACTOR TO DISPOSE OF ALL DEBRIS AND EXCESS MATERIAL ACCORDING TO LOCAL REQUIREMENTS. E. LOCATON OF ALL UNDERGROUND UTILITIES SHOWN ARE APPROXIMATE AND CONTRACTOR IS TO VERIFY CONNECTION POINTS WITH EXISTING DROUGHTS. CONTRACTOR 15 RESPONSIBLE FOR ANY DAMAGE CAUSED TO EXISTING UTILITIES AND UTILITY STRUCTURES THAT ARE N REMAIN. E LONTRACOR WILL REYDVE AND PROPERLY DISPOSE OF ALL PLANiS, iR TEES. AND VEGEFATION ETCEPF AS NOTED. G. PRIOR TO STAFF OF CONSTRUCRON, CONTRACTOR IS TO NOTIFY UNUTY COMPANIES TO FIELD LOUTE EXISTING BELIEVES IN THE ANDS. H. DEMOUTION CUNTRMI TOR M SUBMIT MUCK ROUE, SCHEDULE OF DEMOUTION. TRAFFIC CONTROL PLAN. METHOD OF DEMONON, AND DUST ND MOM CONTROL MEASURES, AS REQUIRED, TO DWAIN EXCAVATION PRINT. 1. CONTRACTOR TO REMOVE ANY EXISTING CONCRETE STABS, WALLS, FLOORS, AND FOOTINGS IN THEIR EMRNIY J. ALL DEMOLISHED ASPHALTIC CONCRETE AND PORTLAND CEMENT CONCRETE IS EXPECTED TO BE REMOVED FROM STE K. CONTRACTOR TO INSTALL SECURITY FENCE SURROUNDING PROPERTY DURING DEMOLITION WORK. L THE CONTRACTOR SHALL TAKE EFFECTIVE ACTION TO PREVENT THE FORMATION OF ANY AIRBORNE OUST NUISANCE AND SHALL BE RESPONSIBLE FOR ANY DAMAGE RESULTING FROM FAILURE TO FOLLOW CITY GUIDE LINES M. EXISTING UNDERGROUND UTILITIES AND IMPROVEMENTS ARE SHOWN IN THEIR APPROXIMATE LOCATIONS BASED UPON RECORD INFORMATION AVAILABLE AT THE TIME OF PREPARATION OF PLANS. LOCATIONS MAY NOT HAVE BEEN VERIFIED IN THE FILED AND NO GUARANTEE IS MADE AS TO THE ACCURACY OR COMPLETENESS OF THE INFORMATION SHOWN. THE CONTRACTOR SHALL COORDINATE WITH UTWTY COMPANIES UPON THE REMOVAL OF UTILITIES IN ADVANCE OF DEMOLITION CONSTRUCTION. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO DETERMINE THE EXISTENCE OF AND LOCATION OF THOSE UTILITIES SHOWN ON THESE PLANS OR INDICATED IN THE FIELD BY LOCATING SERVICES. ANY ADDITIONAL COSTS INCURRED AS A RESULT OF CONTRACTOR'S FAILURE TO VERIFY LOCATIONS OF EXISTING UTILITIES PRIOR TO BEGINNING OR CONSTRUCTION IN THEIR VICINITY SHALL BE BORNE BY THE CONTRACTOR AND ASSUMED INCLUDED IN THE CONTRACT. H. ALL EXISTING REMAINING UTILITIES AND REMAINING IMPROVEMENTS IN PUBLIC RIGHT OF WAY THAT BECOME DAMAGED DURING CONSTRUCTION SHALL BE COMPLETELY RESTORED TO THE SATISFACTION OF THE LOCAL AGENCY ENGINEER, AT THE CONTRACTOR'S SOLE EXPENSE. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO DOCUMENT PRIOR DAMAGES. 0. IF ARCHAEOLOGIST MATERIALS ARE UNCOVERED DURING GRADING. TRENCHING OR OTHER EXCAVATION. EARTHWORK WITHIN 100 FEET OF THESE MATERIALS SHALL BE STOPPED UNTIL A PROFESSIONAL ARCHAEOLOGIST WHO IS CERTIFIED BY THE SOCIETY OF PROFESSIONAL ARCHAEOLOGY (SPOA) HAS HAD AN OPPORTUNITY TO EVALUATE THE SIGNIFICANCE OF THE FIND ND SUGGEST APPROPRIATE MITIGATION MEASURES, IF THEY ARE DEEMED NECESSARY. LPublic torage Proleo ame PUBLIC STORAGE TENANT IMPROVEMENT PS PROTO VERSION: MM 20XX UNIT MIX VERSION: XX/XX/XX I"q mSeu 1801 ADRIAN RD. BURLINGAME, CA Owm, Public Storage, Inc. 701 Western Avenue Glendale, CA 91201 SN,tNeme DEMOLITION PLAN D,,w, by DR Checked by: DX 19003 C4,0 PPAOm: 2020-11408 a _- . I I ,J, V', lime . ETCH • i TCH MATCH E . 1 2TC P ].62PA a.2 / ]. 6P / _38 ST / OKI 112� r P® u� TCH LARS ANDERSEN & ASSOCIAIE:S, INC. MRCH EX - pp0F�1pA'k CAI CML ENGINEERS - LAND SURVEYORS ` PLANNERS R, 200 IL��71 m lu. rw.;.sui 95M s, 85P ♦ nvry a / / iL No 66124 DANIEL J. 20LOAK ROD 66126 I DATE: / ACCESSIBLE PARKING AND PEDESTRIAN NOTES: ♦ THE MAXIMUM SLOPE FOR ACCESSIBLE PARKING AND ** LOADING IS 1.5% MAXIMUM IN ANY DIRECTION. FOR / PEDESTRIAN WALKWAY: THE MAXIMUM D 4,5-S LOPE AND LONGITUDINAL SLOPE IS O1.5%RI AND ONSI ♦ RESPECTIVELY. THE CONTRACTOR CI RESPONSIBLE TO REPORT ANY AND ALL DISCREPANCIES TO LAND ANOERSEN @ ASSOC., INC. PRIOR TO PAVING. THE CONTRACTOR TO WE STRUCTURAL PLANS FOR BUSY THICKNESS, AND BASE/SUBBASE THICKNESS TO L ♦ DETERMINE BUILDING PAD ELEVATION PRIOR TO COMMENCEMENT OF GRADING OPERATIONS. P" �5.20P a "" 's..-� - C...._ ' 6.49P Svs' 1618P1. 6.25P 6.35P _ _ MATCH EX MATCH EX FI = .31i L: . , - �. F 7.25T - e % I Ht,1 6 6.66 P 6.7 P I 89P �� .20F` L: 7 7.20P C 1 J EI C y P I i l MATCH EX ° -I 6 I MATCH EX. ¢ aI �I MATCH LINE - - - - - - - - - - - - - - - - SEE SHEET C5.1 GENERAL GRADING NOTES 1. ALL GRADING SHALL COMPLY WITH APPENDIX CHAPTER 33 OF THE 2019 DEC, CAUFORNIA 14- PROVIDE COMPACTION REPORTS PREPARED BY AN APPROVED TESTING AGENCY FOR ALL FILLS BUILDING CODE. CITY OF BURLINGAME STANDARDS AND SPECS., AND SOILS REPORT. 2. MAXIMUM CUT OR FILL SLOPES SHALL BE 2H:1V OR AS SHOWN. 15. PAVING SECTION SHALL BE INSPECTED BY THE GEOTECHINICAL ENGINEER OR BY A CERTIFIED INSPECTOR. 3. ALL GRADING INCLUDING TRENCHING SHALL BE DONE UNDER THE OBSERVATION OF A GEOTECHNICAL ENGINEER. FILL LAYERS SHALL NOT EXCEED 8- (INCHES) IN 16. ALL SITE CLEARING ENGINEER PULL AND GRADING B13 LINGER DIRECTION THICKNESS TO 9G% MODIFIED PHOCTOR MAN DRY DENSITY. IO WITH FUME TIME OBSERVATION GP THE OR HIS OF A RU ENGINEER PORTOF SATISFIED REPORT OF RED REPRESENCAtTATIVE. A $OILS INVESTIGATION REPORT AND A d . IT IS THE CONTRACTORS RESPONSIBILITY FOR THE LOCATING AND PROTECTION OF ALL I SATISFACTORY PLACEMENT OF FILL. BOTH ACCEPTABLE i0 THE BUILDING OFFICIAL SHALL YPLACEMENT OF UTILITIES. BE SUBMITTED. 5. SHALL BE CONTROLLED WATERING AT ALL 6. FY E LL NI 48 S THE CONIHAGTOfl SHAM NOTiY nLL UTILIY COMPS ES FORtt-FIGHT HOUR THE COMPANIES 1]. 0 SURFACE DRAINAGE SH E PEP ITAEO TO PAIN ONTO ADJACENT N R ACE qG 4LL B M 0 0 EN PRIOR TO GRADING AT 811 SERVICE ALERT. PROPERTIES. ], IN ACCORDANCE ALL WORN SMALL BE OOHS N ACCORDANCE WTH THE 50115 ENGINEER'S REPORTS AND 8. THE SLOPE GRADIENT SWAT FROM HE BU IDINC PAD SHALL BE .5% 0 R MORE FOR p MINIMUM DISTANCE OF FIVE (5) iEEi OR AS LIMITED BY PROPERTY LINES. THE GEOTECHNIC. ENGINEERING REPORT PREPARED BY gELES ENGINEERING ER: 211IWTON GILT$ ENGINEERING ASSOCIATES. INC. PflOJECT NUMBER: 2C-1/0.500$ RATED: 19. CORING S i0 THE PROJECT ENGINEER AFTER CONTRACTOR WALL PG. Oh 14-2p15. ALL BE PAVING. SAMPLES SHALL BE SUPERVISED BY SOIL ENGINEER. q COMPLETION SA FREQUENCY OF ONE CORE PER 10,000 90. FT. OF PAVING WITH A TOTAL OF NO LESS F THAN THAN d CORES BE MET. B. ALL WORN WITHIN PUBLIC RIGHT OF WAYS MUST HAVE AN FNCHOACNMFHi PERMIT ISSUED BY THE PUBLIC WORK'S OFFICE. 20. PEN 0 G V AMID K MATERIAL SUCH AS 3/4-INCH ROCK OR 0 GRADED M EL ROC ERIA C / US OC / ROOK SHOULD NOT CL ING USED AS BACKRLL INCLUDING 1AGENC 1/2-INCH CRUSHEDTHE 9. STALL PERMIT TO FROM THE CITY gVIL01NG DEPARTMENT AND SHALL BACKFILL IN iXE EVENT GRAVEL OR ROCK IS REQUIRED BY A REGULATORY AGENCY FOR K Q NOTICE GIVE ADEQUATE NOTICE FOR REQUIRED INSPECTIONS. DIVECONFIRM DEQ RED I (CONTRACTOR TO OBTAIN A LETTER FROM THE AGENCY THE USE AS BACKFILLROCK 10. CONTRACTOR SHALL OBTAIN PERMIT i0 CONSTRUCT RETAINING WALLS SCREEN WAL15 i K AS ILL D MATE RIMS REQUIREMENT FOR flOC AND/OR GRAVEL BACKF ). ALL CRAG MATERIALS OR SHORING FROM MEVIDE BNIIDXG OF A SUCH RA SHALL. BE NLET ENCASED FABRIC, SUCX AS ML IdON. TO GRAINED SOILS INTO PREVENT MIGRATION OP PINE GRAINED SOILS INTO TEE POROUS MATERIAL. E 11. PR BURLEM. CONTRACTOR SHALL PROVIDE THE Cltt OF BURLINGAME BANS. PLANS TO OCCUPANCY. SUB MIRED UPON COMPLETION OF GRADING ANO PRIOR TO AHE TO AND PRIOR 21. ALL GRADING WORK SHALL BE DONE IN ACCORDANCE WITH THE STORM WATER 1 $. SXALL HAVE A SLOPE OF 1.0% IN ALL AREAS THE OVERALL AMAR RA BUILDING POLLUTION PREVENTION PUN THE DEVELOPER PURSUANT WE NOTICE TO AN E AGE APPROVED DRAINAGE FACILITY. IS TO BLUE ANY AC CONTRACTOR B OF WRIGHT ON FILE WITH MESTATE D. STATE WATER RESOURCES CONTROL BOARD. E CO PAVEMENT SLOPES UNDER LS% FOR CONFORMANCE WITH PLANS. . NT CONFORMANCE 22. COMPACTOR RESPONSIBLE FOR ANY TEMPORARY PUMPING, REROUTING OF STORM FO 13. ANY VERTICAL CUT FILL DIFFERENTIAL EQUAL TO OR GREATER THAN TWELVE (12). OF DRAIN TINE. EROSION CONTROL D RAIN EVENT OCCURS DURING REPLACEMENTPROPERTY. DJ SHALL BE SUPPORTEDONE(1 BY AN APPROVED INCHES BETWEEN ADJACENT PROPERNIES EXISTING STORM DRAIN LINE (SEE STORM DRAIN LINE HIS GOPHER PROPERb. MAXI RETAINING WALL OR SHALL HAVE A MAXIMUM SLOPE OF ONE (1) VERTICAL t0 ICAO (2) HORIZONTAL 23. COMPACTOR RESPONSIBLEFOR ANY PHASING TO KEEP TRUCK ACCESS i0 ADJACENT PROPERTY AND EXISTING STORES OPEN. HATCHING LEGEND: PROPOSED AC PAVEMENT (SEE PAVEMENT SECTION ON THIS SHEET) PROPOSED S' THICK CONCRETE SECTION. CONCRETE WAI%5 TO HAVE 1.5% MAN CROSS SLOPE AND 4.5% MAX IN DIRECTION OF TRAVEL CONTRACTOR SHALL PROVIDE CERTIFICATION FRO SURVEYOR AT JOB COMPLETION. PAVEMENT RESTORATION. CONTRACTOR TO MILLGRIND EXISTING PAVEMENT AND OVERLAY WITH I C LIFT CO T PRIOR CONTRACTOR i0 !f APPLY TACK COAT PRIOR i0 INSTALLATION OF AC OVERLAY. INSTALL RIP RAP. VW RIVER ROCK LINETYPE LEGEND: - - - - - - - - TOP AND TOE. OF EXISTING BERM - -OR--- CONSTRUCT GRADE BREAK. e< GRADING LWO LINE. pC SAWCUT UNE BASIS OF BEARING: THE FACE OF CURB ALONG THE SOUTH SIDE OF ADRIAN ROAD IS TAKEN TO BE N50'dt'2YW. BENCHMARK TBM - CHISELED 'X' IN TOP OF CURB SOUTH SIDE OF ADRIAN ROAD 10' NORTH WEST OF THE MOST NORTH MADMLY CORNER OF SAID PARCEL EIN. 6.43 CITY DATUM NOTE: CONTRACTOR TO ADJUST ALL EXISTING AND PROPOSED UTILITY LEDS TO MATCH FLUSH WITH PROPOSED FINAL SURFACE 6RMHOS. THIS INCLUDES BUT IS NOT OMDED TO THE FOLLOWING: MANHOLES METER BOXES VALVE BOXES, ELECTRICAL BOXES TELEPHONE BOXER CABLE BOXES AND TRANSFORMER PADS. ESTIMATED QUANTITIES: CUT: 4600 CU. YOS. FILL: 1600 CU. YDS. THESE QUANTITIES DO NOT INCLUDE ANY SHRINKAGE, SUBSIDENCE. OVER -EXCAVATION. OR ANY SPECIAL CONDITIONS OR REQUIREMENTS THAT MAY BE SPECIFIED IN ME GEOTECHNIWL INVESTIGATION BUCKET THESE QUANTITIES IN THE AREA FOR PERMIT PURPOSES ONLY. ALL CONTRACTORS BIDDING ON THIS PROECT SHOULD MAKE THEIR OWN DETERMINATION OF EARMWORK QUANTITIES PRIOR TO SUBMITTED A BID. HEAVY DUTY -'I R-VALUE:10. TI:5 PAVEMENT SECTION: ,el ' ASPHALT CONCPIETE (97% R �ATVE C MPACTON) `e2' ASPHALT CONCRETE BINDSBINDER [ psc ( y� PEIATVE COENPPCIIOH) - -.W COMPACTED NATIVE SOIL -H OMPACTATIVE ( coxvAcnox/oar DfnslTr) GRADING CONSTRUCTION SYMBOLS OI CONSTRUCT CONCRETE CURB PER DETAIL NI ON SHEET L11.0. OCONSTRUCT CONCRETE CURB AND GUTTER PER DEAIL NO.IB ON SHEET C11.0. OINSTALL V-GUTTER PER DETAIL NOSA ON SHEET QUAD ©INSTALL 2-6'XI2' RECTANGULAR STEEL PIPE SIDEWALK DRAIN WED RAMP FOR DRAINAGE PURPOSES WITH 1% MIN. SLOPE ® CONSTRUCT BID RETENTION BASIN PER DETAIL ON SHEET CI1.0. CONSTRUCT 6- WIDTH CONCRETE SIDEWALK PER GUY OF BURLINGAME STANDARDS AND 6 SPECIFICATIONS PER CITY STD, SW -I. EXISTING WATER METER AND VALVE COVERS. ELECTRICAL VAULTS IN SIDEWALK TO REMAIN AND TO BE BROUGHT TO FLUSH SIDEWALK GRADE. CONTRACTOR TO RELOCATE EXISTING IMPROVEMENT IN CONFLICT WITH NEW SIDEWALK LOCATION. EXISTING IMPROVEMENTS ARE BIKE RACK. BACKRAW PREVENIERS. END, WATER METERS. ADA RAMP/SIGNS AND PUBLIC STORAGE MONUMENT SIGN. O INSTALL CONCRETE RAMP FOR ACCESS TO ADJACENT PUBLIC STORAGE PROPERTY. OPROVIDE 2' WIDE CURB OPENING FOR DRAINAGE PURPOSES WITH RIP RAP STONE OVER WHOM 50OX GEO-FABRIC TO 8070M OF BID BASIN. CALL BEFORE YOU DIG 48 HOURS CALL 'USA' TOLL FREE an UNDERGROUND SERVICE ALERT IVIEVVED 11 SLDG DEPARTMENT ,"ER'ED FY lb�sDATG I I I1 TRUE NORTH JOB NORTH D® ' SCALE V" 20' PISI NIM0 PUBLIC STORAGE TENANT IMPROVEMENT PS PROTO VERSION: XXXX 20X% UNIT MIX VERSION: XX/XX/XX Addimes P Hea1801 ADRIAN RD. BURLINGAME, CA CI Public Storage, Inc. 701 Western Avenue Glendale, CA 91201 GRADING & DRAINAGE PLAN - WEST Pol. NO, DR Drawn OR Checked eeev : DR I{IIII I A P:ole:.t No. 19003 Sheet No: C5.0 MATCH LINE SEE SHEET C5.0 �h PPI f II TI'lF IT L -LuJ_ e I 1 � I � Il�il IIIi I II - `P 1 AS 1i Q® u t I E I d 7.50TC1 T C\ I'll 7.00P 5.15P W MAscyq . MArcH 4xCHV I •YCO __ �. j /`��,�� orcl 5. 1' Ili IT MA EX - EX MnicH Ex� I� 1 T �LI }II�L �a •R .WS4-R ..-\Ri .,1�I}�tl I IT i __ PE IT LJ T -A _ b- 1 I - r� C'0 J .1_ R IT - - 1 ® '�TL bj 1iL:M o BHAN .NEW 510}y/plfCI END NEW�'REWALK R ¢, o EXISTING R/W PEX. S O6P E%15T1xc VAULT AND ATCH EX. % AT CH EX 59 tr OABINEi i0 ReMA1N M MATCH EX EY MATC�7XIHy r'lC-m I11 -J - ____- _ ,•1MkTCH__ - __ _ 5 OdP MATCH4'.$ - - ADRIAN ROAD _ ISO I. ALL GRADING SHALL COMPLY WITH APPENDIX CHAPTER 33 OF THE 2019 DEC, CALIFORNIA BUILDING CODE, Cltt OF BURUNGAME STANDARDS AND SPECS„ AND SOILS REPORT. 2. MAXIMUM CUT OR nLL SLOPES SHALL BE 2H:IV OR a SHOWN. 3. ALL GRADING INCLUDING TRENCHING SHALL BE DONE UNDER ME ORGOVARON OF A GEOTECHNICAL ENGINEER. FILL LAYERS SHALL NOT EXCEED BP (INCHES) IN THICKNESS TO BOX MODIFIED PROCTOR MAX DRY DENSITY. 4. IT IS THE CONTRACTORS RESPONSIBILITY FOR THE LOCATING AND PROTECTION OF ALL UTILITIES. 5. DUST SHALL BE CONTROLLED BY WATERING AT ALL TIMES. 6. THE CONTRACTOR SHALL NUFFY ALL UTILITY COMPANIES FORTY-EIGHT Ufa HOURS PRIOR TO GRADING AT 811 UNDERGROUND SERVICE ALERT. ]. ALL WORK SHALL BE BONE IN ACCORDANCE ARM WE SOILS ENGINEER'S REPORTS AND RECOMMENDATIONS ME GEOTECHNICAL ENGINEERING INVESTIGAPON REPORT PREPARED BY GIL£5 ENGINEERING ASSOCIATES. INC. PROJECT NUMBER: 2G-1405002 DATED: 04-14-2015. 8. ALL WORK WITHIN PUBLIC RIGHT OF WAYS MUST HAVE AN ENCROACHMENT PERMIT ISSUED BY THE PUBLIC WORK'S OFFICE. 9. CONTRACTOR SHALL OBTAIN PERMIT TO GRACE FROM ME Cltt BUILDING DEPARTMENT AND HALL GIVE ADEQUATE NOTICE FOR REQUIRED INSPECTIONS. IO.WNNDGTOR SHALL OeGIN PERMIT TO CONSTRUCT RETAINING WADS, SCREEN WALLS. OR SHORING FROM THE CITY BUILDING DEPARTMENT. I t.CONTRACTOR SHALL PRO ICE ME Cltt OF BURUNGAME WITH AS -GRADED PUNS, PUNS ARE TO BE SUBMITTED UPON COMPLETION OF GRADING AND PRIOR TO OCCUPANCY. 12.THE OVERALL BUILDING SITE SHALL HAVE A MINIMUM SLOPE OF 1.0% IN ALL AREAS TO AN APPROVED DRAINAGE FACILITY. CONTRACTOR IS TO BLUE TOP ANY AC PAVEMENT SLOPES UNDER 1.59 FOR CONFORMANCE WITH PUNS. 13. ANY VERTICAL CUT OR FILL DIFFERENTIAL EQUAL TO OR GREATER THAN TWELVE (12) INCHES BETWEEN ADJACENT PROPERTIES SHALL BE SUPPORTED BY AN APPROVED RETAINING WALL OR SHALL HAVE A MAXIMUM SLOPE OF ONE (1) VERTICAL TO TMO (2) HORIZONTAL Id. PROVIDE COMPACTION REPORTS PREPARED BY AN APPROVED TESTING AGENCY FOR ALL F 15, PAVING SECTION SHALL BE INSPECTED BY THE OEOTECXINICAL ENGINEER OR BY A CERTIFIED INSPECTOR. 16. ALL SITE CLEARING. EXCAVATIONS. FILLS, AND GRADING TO BE UNDER THE DIRECTION OF A GEOMETRICAL ENGINEER WITH FULL TIME OBSERVATION OF THE ENGINEER OR HIS OUALIFIED REPRESENTATIVE. A SOILS INVESTIGATION REPORT AND A REPORT OF SATISFACTORY PLACEMENT OF FILL, BOTH ACCEPTABLE TO THE BUILDING OFFICIAL SHALL BE SUBMITTED. IT. NO SURFACE DRAINAGE SHALL BE PERMITTED TO DRAIN ONTO ADJACENT PROPERTIES. 18. THE SLOPE GRADIENT AWAY FROM THE BUILDING PAD SHALL BE 1.5% OR MORE FOR A MINIMUM DISTANCE OF WE (5) FEET OR AS UNTIED BY PROPERTY UNES. 19. CONTRACTOR SHALL PROVIDE CORING SAMPLES TO THE PROJECT ENGINEER AFTER COMPLETION OF PAYING. SAMPLES SHALL BE SUPERVISED BY SOIL ENGINEER. A FREQUENCY OF ONE CORE PER 10,000 SO. FT. OF PAVING WITH A TOTAL OF NO LESS THAN 4 CORES BE MET 20. OPEN GRADED GRAVEL AND ROCK MATERIAL SUCH AS 3/4-INCH CRUSHED ROCK OR 1/2-INCH CRUSHED SHOULD USED BACKFILL INCLUDING TRENCH BACKFI LL. IN THE WENTENT R GRAVEL OR ROCKK IS REQUIRED BY A REGULATORY AGENCY FOR USE REQUIREMENT BANT FOR (CONTRACTOR TO GRAVEL A ACKFU FROM THE AGENCY STATING THE SHALL BE FU FOR ROCK AND/0R GRAVEL AS BACKFILL). ALL OPEN GRADED MATERIALS SHALL BE FGRAT ENCASED E A GRAINED SOUS FILTER FABRIC, SUCH AS MATERIAL ICON. TO PREVENT MIGRATION OF TINE GRAINED SOILS INTO THE POROUS MATERIAL 2L ALL GRADING WORK SHALL BE DONE IN ACCORDANCE WITH THE STORM WATER POLLUTION PREVENTION PUN PREPARED BY THE DEVELOPER PURSUANT TO THE NOTICE OF INTENT ON FILE WITH THE STATE WATER RESOURCES CONTROL BOARD. 22. CONTRACTOR RESPONSIBLE FOR ANY TEMPORARY PUMPING, REROUTING OF STORM DRAIN LINE. EROSION CONTROL IF RAIN EVENT OCCURS DURING REPLACEMENT OF EXISTING STORM DRAIN LINE (SEE STORM DRAIN UHE NW CORNER PROPERTY. 23. COMPACTOR RESPONSIBLE FOR ANY PHASING TO KEEP MUM ACCESS TO ADJACENT PROPERTY AND EXISTING STORES OPEN. HATCHING LEGEND: PROPOSED PANT (SEE PAVEMENT PAVEMENT VEMEN ON THIS SHEET) PROPOSED 6- THICKCONCRETESECTION. CONCRETE WALKS TO HAVE 1.5% MAX CROSS SLOPE AND 4.5% MAX IN DIRECTION OF TRAVEL CONTRACTOR SHALL PROVIDE CERTIFICATION TROT SURVEYOR AT JOB COMPLETION. PAVEMENT RESTORATION. CONTRACTOR TO ®MILL/GRIND EXISTING PAVEMENT AND OVERLAY WRR I Y( LET MINIMUM. CONTRACTOR TO APPLY TACK COAT PRIOR TO INSTALLATION OF AC OVERLAY. INSTALL RIP RAP. 3"0 RIVER ROCK LINETYPE LEGEND : - - - - - TOP AHD TOE OF EXISTING BERM -®-'- CONSTRUCT GRADE BREAK. u GRADING UNIT LINE. ............... AO SAWCUT UNE 7F7FYW7y-7y1z * THE FACE OF CURB ALONG THE SOUTH SIDE OF ADRWI ROAD IS TAKEN TO BE N5P41-25'W. BENCHMARK MM - CHISELED °%" IN TOP OF CURB SOUTH S1DE OF ADRIAN ROAD 10' NORTH WEST OF THE MOST NORTH WESTRLY CORNER OF SAID PARCEL. ELEV. 6.43 CITY DATUM NOTE: CONTRACTOR TO ADJUST ALLEXISTING AND PROPOSED UTILITY LIDS TO MATCH RUSH WITH PROPOSED FINAL SURFACE GRADES. THIS INCLUDES BUT IS NOT UMITED TO THE FOLLOWING: MANHOLES. METER BOXES. VALVE BOXES ELECTRICAL BOXES TELEPHONE BOXES. CABLE BOXES. AND TRANSFORMER PASS. ESTIMATED QUANTITIES: CUT: 4600 CU. YOB. FILL: IWO CU. YDS. THESE QUANTITIES 00 NOT INCLUDE ANY SHRINKAGE, SUBSIDENCE. OVER -EXCAVATION, OR ANY SPECIAL CONDITIONS OR REQUIREMENTS THAT MAY BE SPECIFIED IN THE GEOTECHNICAL INVESTIMMOM REPORT. THESE OUANDRUNES IN FINE AREA FOR PERMIT PURPOSES ONLY. ALL CONTRACTORS BIDDING ON THE PROJECT SHOULD MAKE THEIR OWN DETERMINATION OF EARTHWORK QUANTITIES PRIOR TO SUBMITTING A BID. HEAVY DUTY-1 R-VALUE0O. TO 5 AC PAVEMENT SECTION: CONCRETE COMPACTED NATIVE SOIL (95% REUTIVE COMPACTION/DRY DENSITY) LARS ANDERSEN SO ASSOCIATES, INC. �{�.M 0% ENGINEERS - LAND 9JRYflpiS - PLAI zplL-`lri� iE Na. 88124 *`a1°tmxwx °off uM� DANIEL J. ZOLDAK RCE 66124 DATE: ACCESSIBLE PARKING AND PEDESTRIAN NOTES THE MAGA M SLOPE FOR ACCESSIBLE PARKING AND ** LOADING IS 1.5% MAXIMUM IN ANY DIRECTION. FOR PEDESTRIAN WALKWAY; THE MAXIMUM CROSS -SLOPE AND LONGITUDINAL SLOPE IS 1.5% AND 4.5% RESPECTIVELY. THE CONTRACTOR IS RESPONSIBLE TO I REPORT ANY AND ALL DISCREPANCIES TO LARS ANDERSEN h ASSOC.. INC. PRIOR TO PAVING. THE CONTRACTOR TO SEE STRUCTURAL PUNS FOR SLAB THICKNESS. AND BASE/SUBBASE THICKNESS TO DETERMINE BUILDING PAR ELEVAPBN PRIOR TO COMMENCEMENT OF GRADING OPERATIONS Oi CONSTRUCT CONCRETE CURB PER DETAIL N0.1A ON SHEET CI1.0. I O CONSTRUCT CONCRETE CURB AND GUTTER PER DETAIL NO.IB ON SHEET CII.O. O3 INSTALL V GUTTER PER DETAIL NO,2A ON SHEET C11 0. OINSTALL 2RAR $FEEL PIPE SIDEWALK DRAIN THRU RAMP FOR DRAINAGE PURPOSES WBN1%MINSLOPE.OS CONSTRUCT 810 RETENTION BASIN PER DETAIL ON SHEET C11 0 CONSTRUCT W WIDTH CONCRETE SIDEWALK PER Cltt OF BURUNGAME STANDARDS AND fi SPECIFICATIONS PER CRY STD, SW -I. EXISTING WATER METER AND VALVE COVERS, ELECTRICAL VAULTS IN SIDEWALK TO REMAIN AND TO BE BROUGHT TO FLUSH SIDEWALK GRADE. CONTRACTOR TO RELOCATE EXISTING IMPROVEMENT IN CONFLICT WITH NEW SIDEWALK LOCATION. EXISTING IMPROVEMENTS ARE BIKE PACK, BACKPLOW PREVENTERS. FOG, WATER METERS. ADA MMP/SIGNS AND PUBLIC STORAGE MONUMENT SIGN. ]� INSTALL CONCRETE RAMP FOR ACCESS TO ADJACENT PUBUC STORAGE PROPERTY. OPROVIDE 2' WIDE CURB OPENING FOR DRAINAGE PURPOSES WITH RIP RAP STONE OVER MIGHT 50OX GEO-FABRIC TO BOTTOM OF 610 BASIN. CALL BEFORE YOU DIG 48 HOURS CALL'LJW TOLL FREE Bh IW�Tf TW. I.• :LEI• _ :1 REVIEWED BURLINGAME 9LOG OEPARTMENT NY All GEWEwED ei LxNVS aDN II d 2 �a TRUE NORTH JOB NORTH 0® . SCALE V=20' PUBLIC STORAGE TENANT IMPROVEMENT 3S PHOTO VERSION: XXXX 20XX JN IT MIX VERSION: XX/XX/XX mItt+Addm,, 1801 ADRIAN RD. BURLINGAME, CA Public Storage, Inc. 701 Western Avenue Glendale, CA 91201 GRADING & RAINAGE PLAN EAST Smi. REV. OR Dranw, by DR .A P,OJeN NO 19003 Jxe1 No. C5.1 1 1 / LEGEND: ............... OW AREA (SELF RETAINING/TREAUNG) DMA AREA (IMPERVIOUS) I UD BMP (BID -RETENTION MIN) : . 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YM.I e, rlmlmrt[ceareamnermlem UbA�6s= � _,aquareheAlrrFerwmzxer5:a ammmm namvy 4"0 UNDERDRAIN NOTES 1. ALL PROPOSED AND EXISTING STORM DRAIN ]WERE DII BE PROVIDED WITH MARKING OF THE WORDS "NO DUMPING PLOWS TO BAY OR EQUIVALENT CONSISTENT WITH SAN MATEO COUNTYWIDE WATER POLLUTION PREVENTION PROGRAM C.3 REGULATED PROIEQB GUIDE. 2. CONTRAMOR TO SUBMIT THE F➢LLWING APPUCATON PRIOR M PRIORITY BUILDING AVAILABLE AT THE MmM. raarWMMa wanrrrrM opmM w"N'lry 960 a'ame SWI ap nudes : off DamPal% n Von : om m 016 aaWYbs EGLe a.ao GetawayWell 0, , knem OWOM ."l law FOR ASSISTANCE PCBs IN '• WHICH IS ALSO 12"0 STORMDRAIN PIPE :1'/ �7:7_llA [•ZH_1 tilmitl CAP S �.D m Oft .ana? Furs AN WNIVIANI Bbwnl -OJO WNWPOMM H. =Mm r,hmph.YCIm :am mnM am cwmAWNW EGILM .l. 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Repaltlal Pml[GFipNWn'MM1MD.WbIH3.t OK D IN091WIB3a paerryuWUv:opWni4P'Oeam - - n'- Bf ❑ B rrH�`DD.mpgatlawo�a2<R�+®.6Pmw-�a+aw-.wro.tl.��:s..bxeu IAA. nYFCp�YbeudtlmHWwnmaaMpm MlapamMnpWmxw-mmpMe WmkPmlEtlenmMnuabte2g. 0f ❑ E IIND.n®npabl.Bl.e- k W a�Wm WnnN®IbimsPAbwxncwmab.a.WtiW.uuWpa�lbvrlaavwMLVMr6 RZG. nNO ameBm,B�mrawe�p.cAw+L�,.aF.maa.mm�aaamtt w•oP.c�wmrazlt eAnMIwlnl Parndfinkne uma �{pS.M I..�&A• rW (ovwj pnwawmmn. lmmW�YnrMmwmbnmV:gi3eee�enwaae4aPOb-llM.6 ebx+n . mAalMFa 'ar[.cN.,.lmD.®bm 1NUPawUNj RMC1 ggpew�a FaiaMMmenGrmwsv.µemiewacApMlanwl.a ®6V Wm lMnmmaI6iMmmawawemwl:iurysM'NW."x B2.INourenpUOt1121 GE bvlgWbmamri]mmmmtne'. llbmlaM e TmtuIRnWme3llwoA�l ❑fl❑f I❑ SucAULx.eAWNa ❑p1❑�PI' : � e uVw.mannnawaamaawwanenmla.A6em Manepn lwlmNan wulcnxy awewa bull ua erxn� equal ePwnpwei amen LIT+vun Mu. a+vae Wvemlw6Mw yom, nnn _ m �NRwm aN�„.�.arFnemmaanal m d m .m. MaFP.dpmme®eNal.m.wp.nA.q.Mpl.m�mmmnlNMll m.N�ImaeamayMmmmmaq Imp.Ma.. �arctnn mabeurtnpwnp-.eMcrwePmnMwvnwnraln['v lmwWwevlavmiAProre%ramnaoaull. malewma a �W Mpnbsatl®aperP9mH� pMryINW aevq brYdepMq MWre z LamnA.m3.elmxA LARS ANDERSEN & ASSOCIATES, INC. UNNL ENGINEERS - LAND SURVEYORS - PLANNERS MAP WEST MKOLEM! AMME k ano.ats`za� AAA n6 VA m TmWy0 N.UNWOME)l DANIEL J. 30LOAK RCE 66124 DATE REVIEWED BURLINGAME HUNG DEPARTMENT oEVIEwED DN BY - rDATE plall, HMO, PUBLIC STORAGE TENANT IMPROVEMENT PS PHOTO VERSION: XXXX 20XX UNIT MIX VERSION: XX/XX/XX PrchctAmram 1801 ADRIAN RD. BURLINGAME, CA Public Storage, Inc. 701 Western Avenue Glendale, CA 91201 STORMWATER CONTROL PLAN PPI. Mo.: OR W. OR LM1e&M by: DR PIOPC Na. 19003 C6.0 Ma DAle: 201 '.'-ftftftwovol SAN iNATED COUNTYWIDE' Water Pollution Prevention Program Clean Water. Healthy Community. Construction Best Management Practices (BMPs' Construction projects are required to implement the stormwater best management practices (BMP) on this page, as they apply to your project, all year long. Materials & Waste Management i Non -Hazardous Materials ❑ Berm and cover stockpiles of sand, dirt or other construction material with tarps when rain is forecast or if not actively being used within 14 days. ❑ Use (but don't overuse) reclaimed water for dust control. Hazardous Materials ❑ Label all hazardous materials and hazardous wastes (such as pesticides, paints, thinners, solvents, fuel, oil, and antifreeze) in accordance with city, county, state and federal regulations. ❑ Store hazardous materials and wastes in water tight containers, store in appropriate secondary containment, and cover them at the cod of every work day or during wet weather or when rain is forecast. ❑ Follow manufacturer's application instructions for hazardous materials and be careful not to use more than necessary. Do not apply chemicals outdoors when rain is forecast within 24 hours. ❑ Arrange for appropriate disposal of all hazardous wastes. Waste Management ❑ Cover waste disposal containers securely with tarps at the end of every work day and during wet weather. ❑ Check waste disposal containers frequently for leaks and to make sure they are not overfilled. Never hose down a dumpster on the construction site. ❑ Clean or replace portable toilets, and inspect them frequently for leaks and spills. ❑ Dispose of all wastes and debris properly. Recycle materials and wastes that can be recycled (such as asphalt, concrete, aggregate base materials, wood, gyp board, pipe, etc.) ❑ Dispose of liquid residues from paints, thinners, solvents, glues, and cleaning fluids as hazardous waste. Construction Entrances and Perimeter ❑ Establish and maintain effective perimeter controls and stabilize all construction entrances and exits to sufficiently control erosion and sediment discharges from site and tracking off site. ❑ Sweep or vacuum any street tracking immediately and secure sediment some to prevent further tracking. Never hose down streets to clean up tracking. Equipment Management & Spill Control Maintenance and Parking ❑ Designate an area, fitted with appropriate BMPs, for vehicle and equipment parking and storage. ❑ Perform major maintenance, repair jobs, and vehicle and equipment washing off site. ❑ If refueling or vehicle maintenance most be done onsite, work in a berated area away from storm drains and over a drip pan or drop cloths big enough to collect fluids. Recycle or dispose of fluids as hazardous waste. ❑ If vehicle or equipment cleaning must be time onsite, clean with water only in a bermed area that will not allow rinse water to run into gutters, streets, storm drains, or surface waters. ❑ Do not clean vehicle or equipment onsite using soaps, solvents, degreasers, or steam cleaning equipment. Spill Prevention and Control ❑ Keep spill cleanup materials (e.g., rags, absorbents and cat litter) available at the construction site at all times. ❑ Inspect vehicles and equipment frequently for and repair leaks promptly. Use drip pans to catch leaks until repairs Inc made. ❑ Clean up spills or leaks immediately and dispose of cleanup materials properly ❑ Do not hose down surfaces where fluids have spilled. Use dry cleanup methods (absorbent materials, cat litter, and/or rags). ❑ Sweep up spilled dry materials immediately Do not try to wash them away with water, or bury them ❑ Clean up spills on dirt areas by digging up and properly disposing of contaminated soil. ❑ Report significant spills immediately. You are required by law to report all significant releases of hazardous materials, including oil. To report a spill: 1) Dial 911 or your local emergency response number, 2) Call the Governor's Office of Emergency Services Wanting Center, (800) 852-7550 (24 hours). Ear7thmoving ❑ Schedule grading and excavation work during dry weather. ❑ Stabilize all denuded areas, install and maintain temporary erosion controls (such as erosion control fabric or bonded fiber matrix) until vegetation is established. ❑ Remove existing vegetation only when absolutely necessary, and seed or plant vegetation for erosion control on slopes or where construction is not immediately planned. ❑ Prevent sediment from migrating offsite and protect storm drain inlets, gutters, ditches, and drainage courses by installing and maintaining appropriate BMPs, such as fiber rolls, silt fences, sediment basins, gravel bags, berms, etc. ❑ Keep excavated soil on site and transfer it to dump trucks on site, not in the streets. Contaminated Soils ❑ If any of the following conditions are observed, test for contamination and contact the Regional Water Quality Control Board: Unusual soil conditions, discoloration, or odor. - Abandoned underground tanks. - Abandoned wells - Buried barrels, debris, or trash. Paving/Asphalt Work ❑ Avoid paving and seal coating in wet weather or when rain is forecast, to prevent materials that have not cured from contacting stormwater mnoff. ❑ Cover storm drain inlets and manholes when applying seal coat, tack coat, slurry seal, fog seal, etc. ❑ Collect and recycle or appropriately dispose of excess abrasive gravel or sand. Do NOT sweep or wash it into gutters. ❑ Do not use water to wash down fresh asphalt concrete pavement. Sawcutting & Asphalt/Concrete Removal ❑ Protect nearby storm drain inlets when saw cutting. Use filter fabric, catch basin inlet filters, or gravel bags to keep slurry out of the storm drain system. ❑ Shovel, abosorb, or vacuum saw -cut slurry and dispose of all waste as soon as you are finished in one location or at the end of each work day (whichever is sooner!). ❑ If sawcut slurry enters a catch basin, clean it up immediately. Concrete, Grout & Mortar Application ❑ Store concrete, grout, and mortar away from storm drains or waterways, and on pallets under cover to protect them from rain, runoff, and wind. ❑ Wash out concrete equipment/trucks offsite or in a designated washout area, where the water will flow into a temporary waste pit, and in a manner that will prevent leaching into the underlying soil or onto surrounding areas. Let concrete burden and dispose of as garbage. ❑ When washing exposed aggregate, prevent washwater from entering storm drains. Block any inlets and vacuum gutters, hose washwater onto dirt areas, or drain onto a bermed surface to be pumped and disposed of properly. Landscaping, .� ❑ Protect stockpiled landscaping materials from wind and rain by storing them under tarps all year-round. ❑ Stack bagged material on pallets and under cover. ❑ Discontinue application of any erodible landscape material within 2 days before a forecast rain event or during wet weather. [ARS ANOERS LA &ASSOCIATES. NERS CML umJaRRS 1 LAND - FRAMORS - PLANNa22 F EY d. Zol e�{+n ANRE 2 � S ssn zwan No cn maen xn„n.�wu3.vn la dNo. fi6124.pFlt' I ��ta GINS DAID9L J. ZOIDAI[ RCE 66124 DARE: Painting & Paint Removal) Painting Cleanup and Removal I ❑ Never clean brushes or rinse paint containers into a street, gutter, storm drain, or stream. ❑ For water -based paints, paint out brushes to the extent possible, and rinse into a drain that goes to the sanitary sewer. Never pour paint down a stomr drain. ❑ For oil -based paints, paint out brushes to the extent possible and clean with thinner or solvent in a proper container. Filter and reuse thinners and solvents. Dispose of excess liquids as hazardous waste. ❑ Paint chips and dust from non -hazardous dry stripping and sand blasting may be swept up or collected in plastic drop cloths and disposed of as trash. ❑ Chemical paint stripping residue and chips and dust from marine paints or paints containing lead, mercury, or tributyltin must be disposed of as hazardous waste. Lead based paint removal requires a state - certified contractor. Dewatering ❑ Discharges of groundwater or captured runoff from dewatering operations most be properly managed and disposed. When possible send dewatering discharge to landscaped area or sanitary sewer. If discharging to the sanitary sewer call your local wastewater treatment plant. ❑ Divert run-on water from offsite away from all disturbed areas. ❑ When dewatering, notify and obtain approval from the local municipality before discharging water to a street gutter or storm drain. Filtration or diversion through a basin, tank, or sediment trap may be required. ❑ In areas of known or suspected contamination, call your local agency to determine whether the ground water most be tested. Pumped groundwater may need to be collected and hauled off -site for treatment and proper disposal. REVIEWED BURLINGAME BLUG DEPARTMENT IMPZ REELDNED By� a111E F"Iml Nam, PUBLIC STORAGE TENANT IMPROVEMENT PS PROTO VERSION: XXXX 20XX UNIT MIX VERSION: xVrXX/XX PmDd Address 1801 ADRIAN RD. BURLINGAME, CA owner Public Storage, Inc 701 Western Avenue Glendale, CA 91201 N0. REVISION DATE am VKuhKtNb a/zz/202D Lmntal 10/05/2020 A 10/12/2020 0 10/30/2020 nemntel F2d a/Dd/zozo Shed Name STORMWATER BMP DETAIL SHEET run. mar:DR mW- DR ordeal are DR a Project No. 19003 IDM No. Ca .0 Plat Oatc 30EOI1d8 UTILITY NOTES: 15. CONTRACTOR SHALL OBTAIN ENCROACHMENT PERMIT PRIOR TO START OF WORK FOR ANY WORK IN THE CITY RIGHT-OF-WAY. 1. ALL WATER MAIN INSTALLATION SHALL BE IN ACCORDANCE WITH CITY OF 16. CONTRACTOR TO POTHOLE AT TIE-IN POINTS PRIOR TO TRENCHING. VERIFY BURLINGAME STANDARDS AND SPECIFICATIONS, LATEST EDITION AND 2019 DEPTH OF EXISTING MAINS AND NOTIFY ENGINEER AND Cltt OF BURLINGAME CFC. 2019 DEC. R 2019 NFPM24. WHERE VERTICAL TAP MAY BE REQUIRED. 2. MINIMUM DISTANCE BETWEEN SANITARY SEWER AND WATER MAIN SHALL BE IT SEWER µ0 WATER MATERIALS µD.FACTURES SHALL ALSO BE TEN FEET HORIZONTALLY OUTSIDE OF PIPE TO ONSIDE OF PIPE. CONSTRUCTED AND INSTALLED IN ACCOMMCE W0H ME UNIFORM 3. PIPING MATERML WITHIN CITY Sol TO BE PER BURUNGAME PUBUC PLUMBING CODE. IDID EDITION. UTIVEY DEPARTMENT SPECIFICATIONS. 10. ONSITE WATER ONE PIPE 4" AND URGER SHALL MEF THE REQUIREMENT 4. MARK THE LOCATION OF ALL TEMPORARY UTIUTY LINE STUBS WITH 2- OF'AWWA C-900 AND SHALL BE PC 305, WATER 3" AND SMALLER SHALL BE SCHEOUIE 40 PVC. FIRE SERVICE LINES BEYOND ME CHECK VALVE X 2' X 12" WOOD STAKES AND FLAGGING AND BERNTREN -DEEP-1' SHALL BE PC 305. MAGNET MARKER TAPED TO TOP OF PIPE IF NOT DIRECTLY CONNECTED TO A BUILDING STRUCTURE. PERMANENT UTILITY STUBS LOCATED AT 19- ALL ON-SRE WATER PIPE 4' AND LARGER SHALL BE CHLORINATED AND PROPERTY UNES FOR FUTURE CONNECTIONS BY OTHERS TO BE MARKED TESTED BY AN APPROVED TESTING AGENCY AND ME RESULTS SUBMITTED WITH CONCRETE MARKER PER DETAIL ON SHEET C4.D TO ME CITY. 5. ALL UTILITY DISTRIBUTION TRENCH BOXES TO HAVE BOLT DOWN TRAFFIC 20. NOTIFY U.S.A. AT 811 AT LEAST TWO WORKING DAYS PRIOR TO WEIGHT COVERS. STARTING TRENCHING. 6. MANHOLE COVERS ARE TO BE IDENTIFIED WITH THE RESPECTIVE 21. PRESSURE TESTING THE FIRE PIPING SY9EN AGAINST ME DETECTOR UTIUTY ON TOP (TYPICAL) PER CITY OR UTIUTY COMPANY STANDARDS. CHECK VALVE IS PROHIBITED. CONTRACTOR SHALL PROVIDE A TEMM WY Z SITE CONTRACTOR IS TO SUPPLY AND INSTALL ALL "nRLLL AND CAP OR BOND FUJIGE FOR 7E41NG PURPOSES, LABOR FOR ME Vi M. 22. CONTRACTOR i0 PROVIDE 2 HOUR 0200P51 HYDROSTATIC PRESSURE TEST. B. CONTRACTOR TO PROVIDE A Sol MINIMUM COVER FOR WATER PIPES LESS CONTRACTOR TO NOTIFY FIRE DEPARTMENT OF JOINTS AND FITTINGS BEFORE VAN 12.0 AND 36- MINIMUM COVER FOR PIPES UNDER MAN 12.0 OR TRENCHES ARE BACKITU.M. AS NOTED ON THE PUN FOR THE WATER LINE SYSTEM. 23. CONTRACTOR TO FLUSH UNDERGROUND FIRE SYSTEM PRIOR TO CONNECTION A. ALL ONSITE SANITARY SEWER P.V.C. PIPE SHALL CONFORM TO AWW TO ONE SPRINKLER SYSTEM. SPECIFICATIONS D-3034-SOR 26. 24. EXISTING BACKFLOW PREVENTION DEVICE/DOUBLE CHECK VALVE ASSEMBLY 10. RESPECTIVE BUILDING CONTRACTOR SHALL BE RESPONSIBLE FOR nW MAY NEED TO BE RELOCATED TO ABOVEGROUND IF IT IS NOT CURRENTLY UTIIM CMNECNON ON ALL BUILDING UMAY STUBS. IN ME CASE ME LOCATED ABOVE GROUND. CONTRACTOR TO VERIFY WRH THE BURLINGAME BUILDING UTIUTY STUBS HAVE BEEN INSTALLED nRF. ME CONTRACTOR WATER DEPARTMENT ME EXISTING BACKFLOW PREVENTION DEVICE FOR ME SHALL COORDINATE THE CONNECTION WITH THE BUILDING CONTRACTOR. FIRE SPRINKLER SYSTEM IS IN COMPUANCE. 11. BACKFLOW PREVENTION ASSEMBLY SHALL BE TESTED BY A QUALIFIED 25. CONTRACTOR TO FURNISH FIRE DEPARTMENT WITH A CURRENT 5 YEAR A.W.W.A, TESTER. SERVICE CERTIFICATE PRIOR TO ENO OF CONSTRUCTION. 12. NO MATERIAL GREATER THAN 4' IN ANY DIMENSION SHALL BE PLACED 26. ME SANITARY SEWER LATERAL (BUILDING SEWER) SHALL BE TESTED PER WITHIN ONE F00T OF ANY PIPE. MANHOLE OR STRUCTURE. ORDINANCE CODE CHAPTER 15.12. TESTING INFORMATION IS AVAILABLE AT THE BUILDING DEPARTMENT COUNTER. CONTRACTOR TO OBGIN A SEWER 13. CONTRACTOR. SUBDMDER AND SURVEYOR SHALL REVIEW BUILDING PUNS LATERAL TEST ENCROACHMENT PERMIT AND SEWER BACKWATER PROTECTION FOR ANY CHANGES ON UTIUTY TIE-IN LOCATIONS, CERTIFICATION FROM Cltt OF BURUNGAME CONCTRACTOR TO CONTACT Ctry 14. THRUST BLOCK SHALL BE INSTALLED WHERE PIPE DEFLECTIONS EXCEED 4 FOR SEWER BACKWATER PROTECTION CERTIFICATION REOUIREMENES, DEGREES PER COUPUNGDIFINNGS, AS SPECIFIED BY PIPE MANUFACTURER. CONTRACTOR TO ALSO TO PROVIDE SEWER LITERAL TEST FOR I261 ADRIAN COOK BUILDING. BENCH MARK BASIS OF BEARING ME FACE OF CURB ALONG THE SOUTH S10E OF ADRIAN ROAD IS TAKEN M BE H50'4IS5^N. BENCHMARK NOR - CHISELED 'X- IN TOP OF CURB SOUTH SIDE OF ADRIAN ROAD 10' NORM WEST OF THE MOST NORM WESTRLY CORNER OF SAID PARCEL EUM ODES Cltt DATUM NOTE 1: CONTRACTOR TO ADJUST ALL EXISTING AND PROPOSED UTILITY LIDS TO MATCH FLUSH WITH PROPOSED FINAL SURFACE GRADES. THIS INCLUDES BUT IS NOT LIMITED TO THE FOLLOWING: MANHOLES. METER BOXES. VALVE BOXES. ELECTRICAL BOX6, TELEPHONE SORES, CABLE SOXES, AND TRANSFORMER PADS. NOTE 2: CONTRACTOR TO PROVIDE FIRE DEPARTMENT CONTACT INFORMATION OF CIS EMERGED SUBCONTRACTOR INSTAWNG UNDERGROUND FIRE SYSTEM. CONTRACTOR TO OBTAIN UNDERGROUND FIRE SERVICE PERMIT FROM Cltt OF BURLINGAME BUILDING DEPARTMENT. CONTRACTOR TO SECURE PERMITS PRIOR i0 FABRICATION/INSTALLATION. CONTRACTOR TO PROVIDE COPIES OF PLANS TO OWNER AND CIVIL ENGINEER FOR REVIEW AT TIME OF Cltt SUBMITTAL ALLOW TWO WEEKS. MINIMUM FOR FIRST CRY REVIEW. NOTE 3: SEE SEPARATE UTILITY COMPANY COMPOSITE DRAWINGS FOR DESIGN OF ALL DRY UTILITIES INCLUDING POWER. TELEPHONE. AND CABLE. a 2. CONTRACTOR SHALL CWROTNATE HIS SCHEDULE WITH ALL UTILITY COMPANIES AFFECTED BY THIS WORK. NO ADDITIONAL COMPENSATION WILL BE MADE FOR SUCH COORDINATION WITH UTILITY COMPANIES. 3. FOUNDATION FOR MANHOLE, CURB INLET, CATCH BASIN, UTILITY BOX, ETC SHALL BE UNDOUIN BY ENGINEERED FILL IN ACCORDANCE WITH THE DEOTECHNICAL REPORT. 4. SEE SHEET BUILDING PLWS FOR ALL DRY UTILITY LOCATIONS INCLUDING ELECTRICAL, TELEPHONE, CABLE 5. CONTRACTOR TO ADJUST ALL EXISTING AND PROPOSED OTIITFY LIDS TO MATCH FLUSH WIN PROPOSED FINAL SURFACE GRADES. NIS INCLUDES BUT IS NOT LIMITED TO THE FOLLOWING: MANHOLES, METER BOXES, VALVE BOXES ELECTRICAL BOXES, TELEPHONE BOXES, CABLE BOXES, AND TRANSFORMER PADS. 6. CONTRACTOR SHALL PHASE WATER ONE CONSTRUCTION IN ORDER TO PROVIDE AND MAINTAIN WATER SERVICE AVAIIABIOTY t0 ADJACENT 1811 ADRIAN RD. BUILDING AT ALL TIMES DURING CONSTRUCTION. CR NO._ CROSSING NUMBER OOPC- OUTSIDE DIAMETER PIPE CLURµCE ( ) - INDICATES EXISTING CON MOR FIRST ORDER OF BUSINESS TO POT HOLE AND NOTIFY ENGINEER OF FINDINGS AT THIS CROSSING LOCATION, ASSUMED WATER LOCATION. CONTRACTOR FIRST ORDER OF BUSINESS TO POT HOLE AND NOTIFY ENGINEER OF FINDINGS AT THIS CROSSING LOCATION. CONTRACTOR TO INSTALL NEW WATER UNE AT EACH CROSSING NOT M FETING THE V VERTICAL CLEARANCE. INSTALLATION SHALL BE PER CITY FµOARD W-2655 ON SHEET CI0.0 r\O$ All NORTHTRUE •• NORTF 01 F SCALE 1"=20' LARS ANDERSEN & ASSOCIATES, INC. �p 6 ZO C4NL EST cal AS LAND SURVEYORS - PIANNEPS SU ns Sma 1 rmuoss.olxxxwx {T dN fi6124,R DANIEL J. ZOLDAK HE 66124 DATE: FIRE SYSTEM CONSTRUCTION SYMBOLS aaaaaal 1 INSTALL FOC PER CIPI OF BURLINGAME STANDARDS AND SPECIFICATIONS. SEE DETAIL y2 ON THIS SHEET. CONTRACTOR TO PROVIDE ELECTRICAL LINE AND ALL APPURTENANCES FOR POWER AS NEEDED PER CITY OF BURUNGAME FIRE DEPARTMENT. Pry NOT REQUIRED IF ABOVE GROUND INDICATING VALVES HAVE MONITORING FOR TAMPER. y INSTALL 0" CB00 CLASS 305 FIRE SERVICE LINE. TRENCH AND BACKFILL PER Cltt OF BURUNGAME STANDARD AND SPECIFICATIONS. MSTALE IS' WATER SERVICE WIN NECESSARY 1.5" PVC SCH. 40 OPIPES R nIIINGS TO STUB TO LOCATION AS SHOWN ON PLAN PER CITY OF BURUNGAME STANDARD AND SPECIFICATIONS. IF BULDNG STUB IS UK READY, INSTALL TEMPORARY WATER CAP AT PIPE END. SHOWN GONEP ANDARDS AND TI SPECIFICAONS. SIZE8'l' S-NDRLEN OINSTALL SANITARY SEWER CIEANOUT PER PER CITY OF BURLINGAME STANDARDS AND SPECIFICATIONS. SEE CFO STANDARD DETAILS ON SHEET C12P OSTUB SEWER LATERAL ON MAX FROM EWE OF BUILDING. CONNECT SANITARY SEWER SERVICE LATERAL. TO BUILDING'S SEWER SERVICE STUB WITH NECESSARY PIPE FITTINGS. IF BUILDING STUB IS NOT READY, INSTALL TEMPORARY SEWER CAP AT PIPE END. OCONTRACTOR FIRST ORDER OF BUSINESS TO CLEAN OUT ONSITE SEWER MANHLES AND CLEANNUR FOR SILT DEPOSIT. CONI MR SHALL TELEVISION CAMERA CHECK ONSITE SEWER SYSTEM µD REMOVE/REPLACE DAMAGED. OR FANNG PIPE. OCONTRACTOR TO TIE INTO EXISTING SEWER MANHOLE PER CITY OF BURLINGAME STANDARD AND SPECIFICATIONS. STORM WATER CONSTRUCTION SYMBOLS OINSTALL 4" HOPE PERFORATED STORM DRAIN PIPE PER MANUFACTURER'S AND GEOTECHNICAL RECOMMENDATIONS. SIZE AND SLOPE AS SHOWN ON PUN. OINSTALL STORM DRAIN C;EAHOUT PER Cltt OF BURLINGAME STANDARDS AND SPECIFICATIONS SIZE. LENGTH AND SLOPE AS NOTED ON PIµ. OINSTILL FORM ORAIN I'Vel PER CITY Or BURLINGAME STANDARDS AND SPECIFICATIONS. SIZE. LENGTH AND SLOPE AS NOTED ON PLAN. OINSTALL JENSEN 36- STORM DRAIN MANHOLE OR APPROVED EQUAL. SEE DETAIL 40. 15 ON SHEET Cl 1.0. CONNECT TO PIPING PER MANUFACTURES RECOMMENDATIONS. IF MANHOLE IN ASPHALT OR CONCRETE TRAFFIC AREA, INSTALL WITH H2O TRAFFIC RATED COVER. INSTALL 2'XY CONCRETE 'OLDCASTIE- CATCH Scial GRATE ELEVATIONS SHOWN ON OS PEAK. CONNECT TO PIPING PER MANUFACTURES REWMMENDAVONS IF INLET IN ASPHALT OR CONCRETE TRAFFIC AREA. INSTALL WRH H2O TRAFFIC RATED COVER. REVIEVMEU SUPLINGAMP EVE G DE q@ T,S.! al REVIEWED BY�"_ noOAR R O D S C H E D U L E SEE BUILDING FIRE SPRINKLER PLANS FOR TINUATON ECM 1p NMIS AYONERS pJ DECREE 6 x 2-112 x 2-1/ (/TUT E� G1� WM PIPE SIZE NO C£ROOS OIAM. OF RODS F.O.C. UNITED BRA RON9 P/L 4^ 2 Bar OUTSIDE FACE OF WALL B" 2 141 SEE 1' CHECK VLLYE xi. B' d L4' PC BLIND FIAXGE 1V 0 XV CANTRAGTOR'IO REMOVE AT TIME OF FlRE 40 GLLV. SR tY 8 SM RISER COMINWTNN INSTALUTICK Po-c fMl'FPED) MI a BUIVE SOAPIER IN, GRAVE FINISHED FLOOR TYPICAL 314"ALL THREAD ROD - NOTE; =mill" II III I IllIII II I S' WC, C-900. CL 2pp ,9, Spp P.V,C FROM REDUCED PRESSURE A FIRE LINE SHALL BE TESTEDINACIORDANCE ON THE CITY SpECI FI ATI NL. NO CONN ECTION MAY BE MADE CARD C O - -L--� - - - L III- III:.I11 L ;'-III=III - - DUCTILE IRON RISER VC Wpl£R PIPE R1 SITE ERECTOR ASSEMBLY uNn - ION OF FIRE SPRINKLER RISER BE APPROVED O. LOCATION FIREESPENKLER RISER $HALL BE APPROVED BY THE FIRE OEM IJ II 77 II _ pVmoE FIN mlmraw.mn mxnxwnw yy RE BE FILNT. MATERIALSSERVICE G M4TERL4LSSHPIL BE'L �_- � - - FOUNDER SHEATHE D. NRAP SOLMWITLIBMIL CSHFAMIW PRIOR i0 - '.�i� FLANGE xiENN'E d T�1M TSLS ALLOURNrOFTN PIK TOOLKLSI E. ALL DUG➢LE IRON PIPE TO RE FROSTY LOAIEO VrMI MIN.OF S �ITF�IC'�11_ N' 12 MIL T�I III Ii dr' iI"�IrI�-1= i�I THRUST BLOCK F.D.0 FIRE RISER STUB DETAIL DETAIL #1.1 NOT TO SCALE DETAIL #2 NOT TO SCALE Pmlm Name PUBLIC STORAGE TENANT IMPROVEMENT PS PROTO VERSION: XXXX 2OXX UNIT MIX VERSION: XX/XX/XX PrRhimi MreN 1801 ADRIAN RD. BURLINGAME, CA Public Storage, Inc. 701 Western Avenue Glendale, CA 91201 NO. REVISION DATE 05/22/2020 LSE PC Rembmiltal 1 10/05/2020 AN Addendum A 1 10/12/2020 B Addendum IS 1 10/30/2020 E 2nd PC Re:ubminal 11/04/2020 Real ,"a"Real Real Real Real Real Real S6ee[Na me UTILITY PLAN Dral 6Y D Checked by; DR IAPmlett Na. 19003 CV.O a¢. 2020-11V IT Y n 1TS r :' it!�IIIIQI I ' All cold H 1I'�T�. -_.-T3e17 WUSE IXIS ING FENCE AND GATE 15 REQUIRED TO PROVIDE A 6' HEIGHT FENCE AND GATE. SEE GRADING PLAN FOR NEW PAVEMENT ELEVATIONS U �I I 1 1 I U� if 1 .ill I ICI rl. TI bI 1 I� �I F L '! qII NORTH WESTERLY CORNE.K� -� IF --- 6.43__M !', H INGROUND ib xn�e ANCHORMOUNT ran f%7NL BIKER ACCORDING TO of INSTRUCTIONS. L SEESIIEFINYFORLOGTON. 3. CIXRWW WTOSURFACEW WHIKE TOCIXKF£YEW/ �HIAW WM1CIXSNEIENKWRBANDEPO MR M FACTIRERB RECOMMFNOATONS. BIKE RACK DETAIL T f 201TOVER-APT'l " OF TRIAL 'CLEAN AIR/ V/NPOOL/EV O'HIQ4 BVPWICE SIENCIIFDIENEM1S. 2CMTBOEY PNMATCENIEROFROF SPALE.TYP. Vwmm FMCIL WITH ENO OF STNL CLEAN AIR/EV STALL DETAIL ❑ LLARS ANDERSEN & AS RRUATITS, INC. �y °p0F 4 e. CIWL MONTHS - LAND SURVEYORS - PLANNERS kT 4,l ZO iy - Paul CAP OHNIN 93722 {I Na. 86126 1(• .ID P6279D Env. VA 215-DO leiso Al NSW PAfiA£' DPNIEL 1 2OMAK RICE 56126 1 DATE: CONSTRUCTION LEGEND AND SYMBOLS: posse INSTALL PRECAST CONCRETE WHEEL STOP PER DETAIL HIM ON SHEET CVD a ON -SITE DIRECTIONAL ARROWS TO BE PAINTED IN THE CENTER OF DRIVE AIBIE. - PER DETAIL NO. 8 ON SHELF C11.0 ® PAINT 6" WIDE DIAGONAL STRIPES AT 36" MAX O.C. -SEE KEY NOTES BELOW FOR PAINT COLOR ® PAINT ACCESSIBLE PARKING EMBLEM PER CDC ACCESSIBLT PARKING DETAILS ON THIS SHEET VAN PROVIDE VAN PARKING SIGN PER A.D.A. STANDARDS AND REQUIREMENT. ACC INSTALL ACCESSIBLE PARKING SIGN OR VAN PARKING SIGN PER PLAN DETAIL NO AND DEC ACCESSIBLE PARKING DETAILS ON THIS SHEET ,P INSTALL %W-AWAY SIGN PER CBC ACCESSIBLE PARKING OFTAIS ON THIS SHEET +- INSTALL ACCESSIBLE DIRECTIONAL SIGN PER DETAILS ON MIS SHEET +TA-CVC INSTALL TOW -AWAY SIGN PER GUFORNIA VEHICLE CODE 22658A. E FUEL EFFICIENT CAR 'PAINT "CLEAN AIR/VANPOOL/EV" AT REAR OF STALL PER DETAIL ON THIS SHEET. Oj IF WHITE STRIPES (TWO COAT MINIMUM, AMD BASE SYNTHETIC RESIN, FEDERAL SPEC. TTP-115). TYPICAL ON ALL PARKING LINES. O PAINT FACE OF CURB RED WITH ME FOLLOWING LETTER WRITTEN ON CURB, "FIRE LANE NO PARKING" PER CM OF BURUNGAME MUNICIPAL CODE 503. OPAINT I' MOE DIAGONAL WHITE SIWPES ACCESSIBLE PARKNG LOADING AND ACCESSIBLE I PEDESRIAN ROUTE AT 3' O.C. WRN AVE WIDE BLUE PERIMETER STRIPE, 2 COATS. PAINT NO PARKING" WHITE LETTERING. 12" MINIMUM HIGH AND VISIBLE TO TRAFFIC ENFORCEMENT OFFICIALS. STRIPED AREA TO BE 2% MAX. IN ANY DIRECTION. SEE DETAILS ON THIS SHEET OPAINT as WIDE DIAGONAL WHITE STRIPES AT 3' O.C. WITH 0" WIDE WHITE STRIPES. TWO COAT MINIMUM. Ib PAINT AT WIDE DIAGONAL RED STRIPES AT 3' O.C. WITH d" WIDE RED STRIPES. TWO COAT MINIMUM WITH THE FOLLOWING LETTER WRITTEN ON CURB, "FIRE LANE NO PARKING" PER CITY OF BURLINGAME MUNICIPAL CODE 503. O$ INSTALL 36- WIDE OEFECTABLT WARNING STRIP (TRUNCATED DOMES) PER C.B.C. STANDARDS I AND REOUIREMENTS DEC CODE 11B-705.1.1. AND 116-205.1.2. © INSTALL CONCRETE BOWRD PER DETAIL ON ARCHITECTURAL PLANS. (D INSTALL RAMP WITH HANDRAIL PER DETAIL IIA,B ON SHEET C11:0. O RELOCATE EXISTING MONUMENT SIGN TO CLEAR NEW SIDEWALK O9 INSTALL RAMP WITH GUARDRAIL PER DETAIL 16C ON SHOT C11.C. LENGTH OF HANDRAIL SHOWN ON PLAN VIEW. 10 INSTALL ROBBING GATE PER METAL #13 ON SHEET Cl TO. 11 INSTALL STEEL FENCE PER DETAIL 112 ON SHEET DIED. 12 INSTALL STEEL WIN GATE FENCE PER DETAIL /it ON SHFTT C11D. 13 INSTALL BIKE BACK PER DETAIL ON THIS SHEET STRIPING NOTES: 1. ALL CONSTRUCTION MATERIALS FOR TRAFFIC SIGNS. TRAFFIC STRIPING, PAVEMENT MARKERS AND PAVEMENT MARKINGS SHALL BE FURNISHED AND INSTALLED BY THE CONTRACTOR. 2. PAINT FOR PARKING STALES AND TRAFFIC CONTROL SHALL BE ALKYD -READY MIXED RAPID DRYING TRAFFIC PAVEMENT STRIPING. DRY FILM THICKNESS (DFT) SHALL BE A TOTAL OF 9 MILS APPLIED IN TWO COATS. THE FIRST COAT SHALL BE APPLIED AT THE OR OF 6 MILS 30 DAYS LATER (NO LATER THAN 2 WEEKS BEFORE GRAND OPENING). S. EMERGENCY KEY BOX REQUIRED TO BE INSTALLED AT EXTERIOR NNN ENTRANCE. IF BUILDING HAS EXISTING SUPRA BRAND, IT SHALL BE UPGRADED TO NEW KNOX BOX BRAND CONTACT FIRE DEPARTMENT TO OBTAIN ORDERING INFORMATION. REVIEWED 3URLINGAME 6LDG oERARTIFF Ad mar, I'll. anal REVIEWED B'V Di �� 9L TRUE NORTH JOB NORTH o® . SCALE I"=20' I'm To h L a Z We A mA _Blue na 1 KA., ru Aim a4am.h ORAIMA COLORS BORDER &T L`GEK C"BL FAFSPM TALL ISM - TQ®9NW WTERGN®BIDMICIID IALLE 0 whorm UIYLFRHNNE ,I AT E—TOW AWAY SION 101-1511 Bad affair 7 was MAY 6 Fach ,17 10, 15, MY — AnAn VFJ Nepal MY, low I oil Bonn, a', loci 20 Fit I BYe,' KPIP OFF—STREET PARKING SIGNS (PING III IF _ e.1 _ 12"a IB" , .080 GA. \ BONDERIZEO STEEL SIGN INTERNATIONAL SYMBOL GF ACCESSIBILITY. BORDER AND \ LEFFERING IN WHITE ON BLUE BACKGROUND b 12 . 6" A .080 GA. BOIDEBIlED STEEL SIGN T 2" x 2- , .1111 STEEL—___ TUBE SIGN POST WITH ---' PRE -DRILLED HOLES UP SPLICE MINIMUM OF 6"� m AND PROVIDE (2) 3/B" DIAMETER THRU BOLTS Of 2" SEPARATION TO LANDSCAPE OR PAVEMENT JLA SEE SITE IMPROVEMENT PLAN Be DIAMETER m" CONCRETE FOOTING, TOP SHALL BE —" FLUSH. WITH T FINISHED GRADE }yl OF ACCESSIBLE DIRECTIONAL SIGN DETAIL NO SCALE NOTES: as located a the ch,bi or ... able mute of AYW from FANIINP From; As an occelle wheanto In parking fial podi al of he perform fral mandmorm, .1don wel won BY Faced And. w;kh moul Or. Am cruel In l Or was Behind Parl 1 BLACK cam Ithor han PANIC own 2REFLECTIVE) 4 NArMa BIel L e' cs .L TYANAL mcal mokina Fund n each parking Pat or going 7, Carl Man" al Ontario. A th. doulke Art Am Ohl. Gl T.Pared Panels As lot I I, Alto, I. banner AA To. Away OPEA shall be Acted In a comperan place Am each 10 prison to of —P park,,, '.I L11105 or samoo,on,ol 1, and Y this farm each Iran Th. what, to' 11114 And. may be wasI shall Ini he address number An In. Ann Profff. law arcurromol li trader A an, Acceptable wal Chance is ynovided, lhe action qP PI;I..w96(NI m.°'na At Va" aeac tI or ae" ma R.) 13, win ae(CA) ACCESSIBLE PARKING OFF—STREET JO SCNLE ABC ACCESSIBLE.PASKING DETAILS IdifNeme PUBLIC STORAGE TENANT IMPROVEMENT PS PHOTO VERSION: XXXX 20XX UNIT MIX VERSION: XX/XX/XX ProrytMtlm 1S01 ADRIAN RD. BURLINGAME, CA Owner Public Storage, Inc 701 Western Avenue Glendale, CA 91201 Shmename SIGNAGE & STRIPING & HORIZONTAL CONTROL PLAN Bond EYE. DR Drawn No. DR u Proleel No. 19003 Shell C9.0 PINmR: 202011,03 —,--A—__1_-- O1p � OR INER wwN 1b 1 II _II I x II J V711 ' - 50, - -- ice_ ILI —.a--� ! �6�1` s — — -�.� \ J_. — _ _ -- P Y _ ..1 .:_E� — .. ' a y GIVE d V EROSION CONTROL PLAN DUST CONTROL NOTES: THE FOLLOWING DUST CONTROL PRACTICES SHALL BE IMPLEMENTED: PPE -CONSTRUCTOR 1. ME MATERIAL EXGVAMD OR GAGED BE SUFFICIENTLY WATERED TO PREVENT EXCESSIVE AMOUNTS OF DUST. WATERING SHOULD OCCUR AT LEAST TWICE A DAY WITH COMPLETE COVERAGE, PREFERABLY IN THE US MORNING AND AFTER WORK IS COMPLETED FOR THE DAY. 2. THE CLEARING, GRADING, EARTH MOVING. OR EXCAVATION ACTIVITIES SHALL CEASE DURING PERIODS OF HIGH WINDS (GREATER THAN 20 MPH). 3. THE EARN MATERIAL TMNSPORTED OFF -SITE BE EITHER SUFFICIENTLY WATERED OR SECURELY COVERED TO PREVENT EXCESSIVE AMOUNTS OF DUST. 4. ME AREAS DISTURBED BY CLEARING, EARTH MOVING. OR EXCAVATION ACTIVITIES BE MINIMIZED AT ALL TIMES. 5. WHERE ACCEPTABLE TO THE FIRE DEPARTMENT, WEED CONTROL SHOULD BE ACCOMPLISHED Re MOWING INSTEAD OF DISKING. THEREBY LEAVING THE GROUND ONDIAORBED AND WITH A MULCH COVERING. S. CONTRACTOR SHALL OBTAIN ALL NECESSARY OUST CONTROL PERMITS AND APPROVALS B. DURING Cox C DO -AUER CLEARING, GRADING, EARTH MOVING, OR EXCAVATION OPERATIONS. DURINGTHE CONSTRUCTION PHASE FUGITIVE EMISSIONS SHOULD BE CONTROLLED BY THE FOLLOWING METHODS: 1. THE NONAWVE PORTIONS OF THE CONSTRUCTION SITE BE RESTRICTED FROM VEHICULAR MOVEMENT. 2. THE ACTIVE PORTIONS OF THE SITE SHOULD RE SUFFICIENTLY WATERED TO PREVENT EXCESSIVE AMOUNTS BF OUST. C. GENERAL FUGITIVE DUST -AT ALL TIMES FUGITIVE OUST EMISSIONS SHOULD BE CONTROLLED USING THE FOLLOWING PROCEDURES: 1. THE ON SITE VEHICLE SPEED SHOULD BE LIMITED TO 15 MPH. 2. THE AREAS WITH VEHICLE TRAFFIC BE WATERED PERIODICALLY OR HAVE PETROLEUM - BASED PALLIATIVES APPLIED FOR STABILIZATION OF DUST EMISSIONS. 3. DURING ROUGH GRADING AND CONSTRUCTION, STREETS NEXT TO ME PROJECT SITE BE SWEPT AT LEAST ONCE PER DAY, OR AS REQUIRED TO REMOVE SILT WHICH MAY HAVE ACCUMULATED FROM CONSTRUCTION ACTIVITIES. 4. DURING ROUGH GRADING AND CONSTRUCTION, ACCESS TO ME SITE SHOULD REQUIRE THE BUILDING OF AN APRON INTO ME PROJECT SITE FROM ADJOINING PAYED ROADWAYS. THE ARGON SHOULD BE PAVED OR HAVE A PETROLEUM -BASED PALLIATIVE APPLIED. D. OZONE PRECURSORS -AT ALL TIMES OZONE PRECURSOR EMISSIONS SHOULD BE CONTROLLED BY ME FOLLOWING METHODS: I. THAT ALL INTERNAL COMBUSTION ENGINE DRIVE EQUIPMENT BE PROPERLY MAINTAINED AND WELL TUNED ACCORDING TO THE MANUFACTURER'S SPECIFICATIONS. FINISH GRADE INSTALLATION INSTRUCTIONS! PLACE ROLLS INTO KEY TRENCH 3 INCHES DEEP MOD STAKE PEACE EXCAVATED SOIL ON: UPHILL OR FLOW SIDE OF ME ROLL ISEDWExT dNL ROLLS SHOULD BE BUTTED AT THE ENDS, NOT OVERLAPPED PLACE 3/4" x 3/4a STARES THROUGH CENTER OF ROLL WITH A MAXIMUM OF 3'-11" SPACING. _ I I I — - — _ DETAIL NEC. 1 dl FIBER ROLLS DETAIL FITS NOTES 1. INTENDED FOR SHOW TERM USE. 2. USE TO INHIBIT NON-STORM'WATER FLOW. 3. ALLOW FOR PROPER MAINTENANCE AND CLEANUP. d. BAGS MUST BE REMOVED AFTER ADJACENT OPERATION IS COMPLETED. CURB & GUTTER DIRECTION OF FLOW -> SPILLWAY, 1-BAG HIGH ORAVELBAGS 2-BAGS HIGH DETAIL NO. 2 GRAVEL BAGS ALONG CURB AND GUTTER N.T.S. CORRUGATED STEEL CRUSHED AGGREGATE BASE PANELS GREATER DEAN 75mm (3 IN) BOT SMAUJR RAN 1 Wmm (6 IX) ",,-ORIMMAL OWE 300mm (12 IN) MIN THICKNESS UNLESS THERNISE FILTER FABRIC-MIRAL SODX(FULL SPECIFIED BY A SOME ENGINEER. SECTION A -A WIDTH OF ENTRANCE) 6' NOTE: 6 CONSTRUCT SEDIMENT 6' 2 SEDIMENT TAPPING BARRIER AND CHANNELIZE RUNOFF TO SEDIMENT DEWccE 20' RADIUS W TAPPING DEVICE. 11 7 CORRUGATED STEEL PANELS A A B g a - 24' Mm. B 'MN AS ICQARm W f0 ACCOMODATE MET[) 15M MIN OR FOUR TIME THE CIRCUMFERENCE 20' MINIMUM MATES EXISTING OF THE LARGEST CONSTRUCTION VEHIL E GRADE WHICHEVER IS GREATER CRUSHED AGGREGATE BASE GREATER MAN 75mm ORIGINAL GAGE (3 IN) BUT SMALLER THAN 150mm IS IN) FILTER FABRIC 300mm (12 IN) MIN THICKNESS UNLESS OMERMS SPECIFIED BY A SOBS ENGINEER. SECTION B-B DETAIL NO. 3 STABILIZED CONSTRUCTION ENTRANCE / EXIT TRUE NORTH JOB NORTH F EROSION CONTROL LEGEND MMATERIAL STORAGE AREA SEE SHEET 9 FOR DETAIL, CONTRACTOR TO LOCATE. ® CONCRETE WASH OUT SEE SHEET 9 FOR DUAL, CONTACTOR TO LOCATE. CONSTRUCTION STAGING AREA. X x— CONSTRUCTION FENCE UNTIL SILT MATERIAL ATTACHED, CONTRACTION TO PROVIDE TEMPORARY CONSTRUCTION FENCE. FIBER ROLL BARRIER SEE DETAIL 1 ON THIS SHEET "0". "' PROPOSED STABILIZED CONSTRUCTION ENTRANCE. IY THICK DRAIN ROCK. TYPICAL UNTIL SITE IS PAVED. (SEE DETAIL NO. 3 ON MIS SHEET) ACTIVE AREAS OF SOIL DISTURBANCE, A11.13 AG. R E LABS ANEERS- N & ASSOCIATES, INC. ReMA AUER FOR IML ENGINEERS - LAND SURVEYORS RUNNERS N0.4fi622D4 'k _Re T:e-zm FXc AW Ne SSW rm LUERNIQU OWP 0! qL\i P5S OANIEL J. ZOLDAK DOE 66126 1 DATE: EROSION CONTROL NOTES 1. EROSION AND SEDIMENT CONTROL IS REQUIRED FOR ALL GRADING OPERATIONS. 2. EQUIPMENT AND WORKERS FOR EMERGENCY WORK SHALL BE MADE AVAILABLE AT ALL TIME DURING THE RAINY SEASON. NECESSARY MATERIALS SHALL BE AVAILABLE ON SIZE AND STOCK -PILED AT CONVENIENT LOCATIONS TO FACILITATE RAPID CONSTRUCTOR OF TEMPORARY DEVICES WHEN RAIN IS IMMINENT. 3. ALL REMOVABLE PROTECTIVE DEVICES SHOWN SHALL BE IN PEACE AT ME END OF EACH WORKING DAY WHEN THE FIVE (5) DAY RAIN : PROBABIUTY FORECAST EXCEEDS 60% 4. AUER A RAINSTORM, ALL SILT AND DEBRIS SHALL BE REMOVED FROM CHECK BERMS, SILT FENCES AND DE -SILTING BASINS, ETC. 5. INFORMATION ON THIS PLAN IS FOR EROSION AND SEDIMENT CONTROL I ONLY. ALL OTHER INFORMATION IS SUBJECT TO CHANCE. 6. CONFORMANCE WITH THE REQUIREMENTS OF MIS PUN SHALL IN NO 1 WAY RELIEVE ME CONTRACTOR FROM HIS RESPONSIBILITIES TO THIS ". SITE. AND ADJACENT PROPERTIES. TEMPORARY EROSION AND SEDIMENT I CONTROL SHALL CONSIST OF, BUT NOT BE LIMITED TO, CONSTRUCTING SUCH FACILITIES AND TAKING SUCH MEASURES AS ARE NECESSARY TO PREVENT, CONTROL AND ABATE WATER. MUD AND EROSION DAMAGE I TO PUBLIC AND PRIVATE PROPERTY AS A RESULT OF ME CONSTRUCTION OF THIS PROJECT T. FILL AREAS WHILE BEING BROUGHT UP TO GRADE AND DURING PERIODS OF GRADING PRIOR TO FINAL GRADE, SHALL BE PROTECTED BY VARIOUS MEASURES TO ELIMINATE EROSION AND THE SILTATION OF DOWNSTREAM FACULTIES AND ADJACENT AGREES. M6E MEASURES MAY INCLUDE, BUT SHALL NOT BE UNITED FOR TEMPORARY DOWN -DRAINS, EITHER IN ME FORM OF PIPES OR PAVED DITCHES WHICH PROTECT CUT -FILL AREAS: GRADED BERMS AROUND AREAS TO ELIMINATE EROSION OF FILL SLOPES BY SLOPE DITCHES TO DE -SILT RUNOFF; PROTECTION SUCH AS SAND BAGS AROUND INLETS WHICH HAVE NOT BEEN BROUGHT UP TO GRADE; AND EARTH BERMS AND APPROPRIATE GRADING TO DIRECT DRAINAGE AWAY FROM ME EDGE OF ME TOP OF SLOPES SMALL BE CONSTRUCTED AND MAINTAINED ON CHOSE FILL AREAS WHERE EARTHWORK OPERATIONS ARE NOT IN PROGRESS. B. THE GOVERNING AGENCY'S APPROVAL OF THIS PUN DOES NOT RELIEVE ME CONTRACTOR FROM RESPONSIBILITY FOR THE CORRECTION OF ROUGH AND/OR OMISSION DISCOVERED DURING CONSTRUCTION. UPON REQUEST. THE REQUIRED PLAN RENSIONS SHALL BE PROMPTLY SUBMITTED TO THE GOVERNING AGENCY FOR APPROVAL. 9, CONTRACTOR SHALL USE BEST MANAGEMENT PRACTICES (BMP'S) AT ALL RILES DURING CONSTRUCTOR. 10. CONTACTOR SHALL RIUZE AND IMPLEMENT ME WORM WATER POLLUTION PREVENTION PLAN (SWPPP) OF ME PROJECT. ONLY WHEN (SWPPP) IS REQUIRED. 11. EROSION, SEDIMENT AND GUST CONTROL SHALL BE PROVIDED IN ACCORDANCE WITH CRY'S GRADING AMID EROSION CONTROL ORDINANCE. PROTECTIVE MEASURES SHALL BE TAKEN SY THE CONTACTOR TO PROTECT ADJACENT PROPERTY AT ALL TIMES DURING CONSTRUCTION. PROTECTIVE MEASURES SHALL BE TAKEN BY THE CONTRACTOR SO AS NOT TO CAUSE ANY MUD. SILT OR DEBRIS ONTO PUBLIC OR ADJACENT PROPERTY. ANY MUD OR DEBRIS ON EDGED PROPERTY SHALL BE REMOVED IMMEDIATELY, MIS PLAN IS ONLY A BASE LINE FOR EROSION CONTROL. WE CONTACTOR 12' SEEM ADJUST, ADD NECESSARY EROSION CONTROL TO MEET THE FIELD CONDITION THROUGHOUT THE COMPLLTION OF THE PROJECT AT NO ADDITIONAL COST TO THE OWNER. 13.ALL WATER RUNOFF SHALL BE CONTAINED GREECE, NO WATER IS ALLOWED TO FLOW INTO ANY CONCRETE GUTTER OR PUBLIC STREETS. 16 INSTALL A TEMPORARY SILTATION BASIN & RUN-OFF COLLECTION d RETENTION AREAS) TO CONTAIN ALL WATER FALLING/RUNNING ONSEE. CONTRACTOR TO PROVIDE SIGN TO RESPOND AND TRACK COMPLAINTS I$' REGARDING CONSTRUCTION NOISE AND EROSION CONTROL ISSUES PER CITIES REQUIREMENTS TO INCLUDE THE FOLLOWING INFORMATION. (1) A PROCEDURE AND PHONE NUMBERS FOR HONEYING ME Cltt OF BURLINGAME BUILDING INSPECTOR ENOUGH AMID BURLINGAME DODGE CEPMIMENT (WRING IEWLAR Cg15DNCTp1 HOURS AND OFF HOURS) (2) A OUR POS1E0 ON -MIS PERTAINING TO ME PERMITTED CONSTRUCTION DAYS AND HOURS AND COMPLAINT PROCEDURES AND WHO TO NOTED IN ME EVENT OF A PROBLEM. ME SIGN SHALL ALSO INCLUDE A LISTING OF BOW ME OLD AND CONSTRUCTOR CONTRACTOR'S TELEPHONE NUMBERS (DURING REGULAR CONSTRUCTION HOURS AND OFF -HOURS) CONSTRUCTION SYMBOLS O CONSTRUCT FIBER ROLL PER DETAIL NO I ON THIS SHEET. CONSTRUCTIONCONSTRUCT STAGING AREA WITH THE SAME STRUCTURAL SECTION AS THELLO AWEATHERCONSTRUCTION ACCESS INSTALL GRAVEL ALONG CU& GUTTER DO SEDIMENT CONTROL BAGS PURPOS S PEES LETS DETAIL NO 2 ON FOR SHEET. O4 CONSTRUCT STANDARD STABILIZED CONSTRUCTION ENTRANCE 12 INCH THICK DRAIN ROCK PER DETAIL NO. 3 ON THIS SHEET. O5 CONCRETE WASH OUT OINSTALL 'HORNET'S NEST' DRAIN INLET FILTER (WI OIL PILLOW) OR APPROVED EQUAL PER MANUFACTURER'S RECOMMENDATIONS. 0 SEDIMENT TRAPPING DEVICE BUTUNGAREIIEW, NOTES: aEwevIT, NESL EEm"OIQ,( ), CONTRACTOR SMILE, REPLACE AND/OR REPAIR ALL DAMAGES AFFECTED BY CONSTRUCTION TO EXISTING ADJACENT IMPROVEMENTS TO ME SATISFACTION OF ME OWNER'S REPRESENTATIVE AHD/OR CITY INSPECTOR, Z, THIS PROJECT MAY BE CONSTRUCTED DURING WINTER MONTHS. CONTRACTOR IS RESPONSIBLE FOR ALL TEMPORARY AND PERMANENT EROSION CONTROL MEASURES AND DRAINAGE. 3 LOCATION OF PORTABLE TOILETS, WASTE DISPOSAL CONSTRUCTION TRAILERS, CONCRETE WASHOUT AND CONSRUCBON STAGING AREAS ARE ALL TENTATIVELY SHOWN ON PUN AND SHALL BE FIELD DETERMINED BY CONTRACTOR. Q, CONTRACTOR SHALL PROVIDE TEMPORARY EROSION CONTROL UNTIL SUCH TIME THAT PERMANENT EROSION CONTROL IS IN PUCE. REFER TO LANDSCAPE PUNS AND SPECIFICATIONS FOR PERMANENT EROSION CONTROL MEASURES 5 OT CONTRACTOR SHAM OBEAIN A GEE. PROJECTED S OSXPRACTITIONER ( OSS ON STAFF, TN SHALL BERESPONSISU TO DOADD NECESSARY STATE WATERBOARD EGGS AND REPORTS TO SMARTS WATERBOARD SYSTEM INCLUDING TO END OF PROJECT OSP SALL FILE FOR NOTICE OF TERMINATION (NOT). QSP IS RESPONSIBLE TO OBTAIN NECESSARY EXTENSION IF NEEDED IF CONSTRUCTION NOT FINISHED AS SCHEDULED. Public Storage PmleX name PUBLIC STORAGE TENANT IMPROVEMENT PS PHOTO VERSION: XXXX 20M UNIT MIX VERSION: XX/XX/XX Praia:: ME,R\ 1801 ADRIAN RD. BURLINGAME, CA Public Storage, Inc. 701 Western Avenue Glendale, CA 91201 sheet Nam. EROSION CONTROL PLAN Wo.MM: DT OmErm by: DR modal bW' La Pmjett No. 19003 Sheet No. C10.0 1 112"- GALV_ STEEL HANDRAIL PAINT (EACH SIDE OF RAMP) RABIC HANDRAIL EXTENSIONS SHALL ' EXTEND IN ME DIRECTION OF . I I/2"^ GALV STEEL POST TRAbEL 12• MIN. MIN pSIDEWALK RgMP LENGIN 1 1/2-- PAT.V $TELL RAR PER 116-50510 - EXTENSIONS SHALL NOT BE REQUIRED FEW CONTINUOUS LIBERALS AT TILE INSIDE TURN BE SMICNBACK OR 1 NODDED STAIRS AND RAMPS, RAMP HANDRAIL DETAIL NO. 14A NO SCALE NOTE : I" EXPANSION JOINTS O 401 O.C. MAXIMUM AND CONTROL JOINTS O WIPER O.C. MAXIMUM. CU55 "A" I:OINCREIE URB HEIGHT VARIES CU RATIO CURD Hi:EMBEDMENT) 6" (AS SHOWN ON JOINT UI£R OPADNO PUN) I'D 8" TOP SOT /PAVEMENT AS PER GRADING PUN LLC y to t6'li lil. SEE PAVEMENT ILL STRUCTURAL fal SECTION ON =CI GRADING PUN III 1111 9991 �! I 1 717T� 1 �I n 1191 1FIFIF �--� �. F a� lF(1F F-, ,_-_ COMPACTED i0 I1= MOI AT OP IMUMSUBDIVIDE OISTURE CONTEXT CONTENT TALL BARS SUBGRAOE PREMIUMS) DETAIL NO.1A EWHEAT E WHEN CURB T EXCEEDS 6N 2" D.C. WHEN CONCRETE CURB DETAIL EXCEEDS 2". NO SCALE NOTE :.J" EXPANSION JOINERS O 40'-D" D.C. MAXIMUM AND CONTROL JOINTS O 1M-0" O.C. MAXIMUM. 3-/3 BAR OP SOILS "A" CONCRETE I R20 RED' O j SOP RED' P� R PO I �ONIS YI F- _ _ __________ EI LI :.Nil // • 6' I I T FIRE ACCESS EXHIBIT SCALE: 1"-50' ME W uoPM A4 1N'4 m, rp MUST 711a 1Yewdl ii +hOfluv_1AA VAaEART sax". R 4 RIPSAW WHI ^N BD.W10iwe B( M IINLAXWAURNING BIO RETENTION BASIN JOINT SEALER PROPOSED PAVEMENT OR OVERUY /AS NOTED ON GRADING PUN AS PER GRADING PUN SEE PAVEMENT STRUCTURAILE JION RUN DETAIL NO. 1 B CONCRETE CURB AND GUTTER DETAIL NO SCALE SEE PAVEMENT STRUCTURAL SECTION ON GRADING PUN BARS COW. I aI I 0.02' - 0.0e 4JI00egaB, iBOB IA ppll• CONCRETE TO HAVE 1/8E WIDE BY 2" DEEP WEAKENED PUNS JOINT O HE O.C. AND 1/2E EXPANSION JOINS SO' O.L. DETAIL NO. 2A CONCRETE VALLEY GUTTER NO SCALE NOTE : r EXPANSION JOINS O 401 O.C. MAXIMUM AND CONTROL JOINTS O 101-0E QA. W%IMUM. TOOLED EDGE (1/2" RAONS}I BROOM FINISH �F O MID HEIGHT ��mgAICM BRDOM FINISH WITH CR O 68E AS PAVEMENT SECTION'- � , I-F-I +-, _­ I_ ""•e INSTALL A3 BARS (CONTINUOUS) AT MID WIDTH ON CURB SECTIONS THAT EXCEED B" ABOVE VIEWERS FINISH SURFACE — DETAIL NO. 4 CONCRETE CURB & SIDEWALK DETAIL 2'-O' MOM VERTICAL OR EDGE OF PARKING PAVEMENT 4t IWN. ra�lw'WRe' pLmq� NURGE J¢ GENERAL OVERFLOW BEFALL (SEE UBNTY PUR FOR ELEVATION CLLLOUIS) 6' LONG PRECAST BUMPER BLOCK DRAINAGE VOID I DR'T� DETAIL NO. 15 DETAIL NO. 3 PARKING BUMPER DETAIL CONCRETE CURB TRANSITION DETAIL x0 SINE xm ro swE STOP V-0" z V-6" x .DGO ALUMINUM ACCESSIBLE PARKING SIGN. SIGN TO BUD "RESERVED PARKING' W/IOEITFICATION SYMBOL, BOLT _ TO STEEL TUBE W/ 3/8 " CADMIUM RUUD BOLTS, NUTS BE WASHERS "MINIMUM FINE 5250E SIGN VAN ACCESSIBLE" (R7-8b) SIGN AS REQUIRED 2" a 2-1 ARM STEEL TUBE EXTEND INTO CONCRETE FUELED PIPE 2'-0'. PROVIDE WEDGED WATEINIGHT UP. IR PAINT PAL 86118 BUCK COFFEE - PAINT PIPE BASE YELLOW PAVEMENT WO STD. STEEL PIPE FILLED 1. PUCE SIGNS IN CENTER OF TRAFFIC LWES OR AS SHOWN ON SEE PUN. 2. PAINT STOP SIGN. STOP BAR, AND TAIPEI STRIPE WITH WHITE BEADED REFLECNVE PAINT. - SEE SPECIFICATIONS FOR ADDinONAL INFORMATION. 3. PAW TWO COATS MINIMUM. LET DRY BETWEEN COATS STOP SIGN DETAIL NO.6 TURN 3 3 0 FU a 3.33'R gj -T I. LET DRY BETWEEN COATS. W/CONC. - B16-14E LONG BARS EA WAY THEN PIPE 1 6 V-6"0 COME. BASE N NOTE: 1. ACCESSIBLE PARKING SIGN SHALL CONFORM Wf(H CURRENT STATE AND IDCAL CODES AND REGUUTONS. DETAIL NO. 7 DETAIL NO.9 DRAINAGE SWALE DETAIL B 1: HARDWARE ON SECURED SIDE OF GAUS AM 4=6 D MIN EXP COLOR TO MATCH FENCE IIIIIIFIRI IIIII11 III IIIACCESSIBLE ' P ♦J � A. f _-, PANAMA RE W/ KEY USSR & PEDESTRIAN GATT �F�� PANIC HARDWAVE CLOSER NOTE VERNMATERALS HUMOR ME SECURRY PUST AT HARDWARE ON SHONN ARE MR GUIDELINES ON LA ALL JOINTRU OF METAL SECURED SIDE OF GATE OR PENCE TO 0 E FULLY WELDED AND GROUND SMOOTI 12 ARREEPAROUNDHADOWAREANOPLATE COLORE VANISH MOSS BRENNAN WILLIAMS #200) OR SEE DETAIL A FLUX. A TYP. FENCE SECTION -A DETAIL NO. 11 MAN GATE DETAIL oI' 01 ISSUANCEDM ® LI NAME: LITTLE °: PubliGFIRM 2017 Sr mgePROTOTYPE REFERENCE SHEET Clao DELAIREBOOK CIVIL SITE DETAILS PRESSURE SENSOR ELSE STOP MONORAIL DECEMBER SLIDING GATE EIR PROVIDE BEAM DETECTING, SHALL BE INSTALLED IN BOTH DURECHONS OF TRAVEL MATERIALS: SEE FENCE / GATE SPEC S P- OPERATOR BY VIKING OREQUAL 3/4 PICKETS @ V ON CENTER llli1i��ii�filiijlliil'E=Illilil�l!!''I )illy,Iilii�jii'31ii�3iliji'jji�jl�jl �I'iiililiii�iii'if4iii'iiiili'Ir I��IIiIiIIlI�)III�'1., 'I I' l u II PU i 0 U l 0'I R o l i.ls'i�u i'liliililli!illilSE!=S4iliiliiEi!' IIIIIIIIIIIIIII ■� pIlllilliliililli!illiliilil'iCi!'i�' � SI�IiIIIIll�ilYlll�)ilYIO�IiIYIUIIIIY I � AJFO REPROOF, WHY REQUIRED BY DINNER HEIGHT OF ME WNWUTOE�KM� GATE ELEVATION IRA LEr SEES RUN OPERATOR CALL TRACK A ROGLAREBALUGN FACE OF POST W/ CLE OF BOLLARD IF GATE PLAIN OPERATOR LOCATED EMERGE OF CURB PROTECTION ' 01 ® LI FIRM NAME LITTLE ^.t Pubiic '. APRIL 2017 SiOT9 fPROTOTYPE AUDIENCE SHEET AIR I BURNS STORAGE INC DETAIL BOOK CARL SITE DIETAIRS APRIL 2017 UPDATE �p WR CARS ANDERSEN & ASSOCIATES,. INC. NBC RIVIA i 0. 86`26 L IN N&„N DUE SA „:� . �.N .1 W♦�4F GIU DANIEL J. ZOLDAK AGE 66124 DATE: 8-Om MAX PICKETS TO EXTEND 6" ABOVE RAIL AND HAVE SPEAR POINTED ENDS NG GAS ON TOP OF SLIDING GATE CRIMPED SPEAR POINT 1 5/8" SO. TUBE METAL FENCE RAILS. SECURE TO METAL POSTS ARM 1/2" DIA. A.B. AT TOP AND BOTTOM OF VERTICAL RAIL 3/4" SOUARE METAL PICKETS 0 6" O.C. 2 1/2" METAL POSTS AT 8' O.C. MAX. SET IN CONCRETE FOOTING (4" METAL POSTS AT GATES) SLOPE CONC. PAINT FENCE SHERWIN WILLIAMS BLACK I I �5/8"- THRU ALL JOINTS OF METAL FENCE TO �y BOLT 10"LONG BE FULLY WELDED AND GROUND < IF WEENUT BOTH SMOOTH SIDES OF POST VERIFY MATERIAL SIZES WITH AIL FENCE SPECIICATIONS. SIZES CONC. SHOWN ARE 40N GUIDELINLS. FOOTING ONLY, 6' GRAVEL NOTE: 1-4JIA. 1. BUCK VINYL 13 oz. SHALL BE PROVIDED TO MIN. ENTIRE GATE AND FENCE ALONG GOODWILL SIDE AS CALLED OUT ON SHEET BELL. DETAIL NO. 12 36" I.D. x 4" WALL COMPONENTS L r---44"--I FLAT TOP COVER I 1 CASTINGS! FRAME AND COVER GRADE RING 24A ECCENTRIC —� CONE 24E CONCENTRIC 24" CONE AVAILABLE HEIGHTS ISO BARREL 18` 24" SEE 3a AVAILABLE HEIGHTSBASE 24" 36" 36" �4 6" 44' L�3 MANHOLE COMPONENTS CONFORM TO CURRENT SPECIFICATIONS, ASTM C-478 AND AASHTO M199, FLAT TOPS AND BASE SLABS ARE DESIGNED FOR AASHTO HS-20 WHEEL LOADING. FOR COMPLETE DESIGN AND PRODUCT INFORMATION CONTACT JENSEN PRECAST. m. Apt to mp¢ Nm CIRRI No JEERER APAP o v . ASEE, STORM DRAIN MANHOLE DETAIL NO. 15 NO SCALE REVIEWED aNall PUBLIC STORAGE TENANT IMPROVEMENT PS GROTO VERSION: XXXX 20XX UNIT MIX VERSION: X%/X%/XX PMl MAmress 1801 ADRIAN RD. BURLINGAME, CA Public Storage, Inc. 701 Western Avenue Glendale, CA 91201 CONSTRUCTIOi` DETAILS AS. PAI UP D,,w^by. PC Checked by: DR LAPrUBdNP 19003 ShUM', C11.0 MMEMB: 20tay.c® PR VATF SEWFE. IAFERAI AND TFSTMG ROCFQI(RE ANO REOU REMANTS ORDNANCE 0 JULY 7, IRAN AND d E£F Ct1V£ AUGUST 7, 19M P. WAS MODIFIED BY ORDINANCE ON BANTU 23. DODGEACQUIRING THE BPTEMEN CE SELIER LAGRALS ANNE CLEARRIUMS ANNUAL ARE FOUND TO DONTAIN LARGEM ONS L TERA COELHO ARE FROM 'NE DRILLING SERVED To THE CLEANOUT IN WE qP PERT OF WAY THE I ORDNANCE U E L AND REPAIR UP LIE L5 MIM TO IRE SALE OF THE PROPERTY E ME BUILDING s CONSTRUCTED zs S O EUGEE � R£ THEM DATE OF SALE I DATEI msrwG is KMJRED IF SUFF (10 BVIR W ftr ERE WIR MEN REARBS TO A NN ME FIXL%M MO DE ES NIO IRWM MM ARE PO M TO wPIEMENT MWNAYLE ROD t=.. IT SHALL RE ME OMER$ E Ns SIUTY 0 DETERMINEMISSING IS NEE➢ 0 CONTACT WE b OI a EP T C AND AND IF ME LATERAL HAD BEFH TESTS MENJUSER REPAIRED Mm1N THE PAST FEN(0) DROPS IT CAN BE ASSUMED THAT TESTED i WHO RFRAIRs HAVE NOT UNFAIRBEEN DONE R A 0 O SOD I. AUGUST TUG Ii THE LATER RS FARES RANDY RETAIN CONTRACTOR R PLUMBER TO PERFORM ME TEAM TOLE TERI REAWS 1 MUST BE O By A [THY w SL MAN ORDINANCE REWNEMEN S E WNMAC70R OR (REMERFIRST CORAM AN ENCR T PERMIT FROM E PUBLOC MANS U TRA IN CITY HALL AND PAY AN ENCROACHMENT PERMIT LEE PER THE LATEST ENCROACHMENT ERM T LTC SUIEDU E WEAKEN 0 ME I PERMIT CAN BE DONE APPLE OR 0MCMUCRULL MET Sd C AN APPOINTMENT BUT 5 REQUIRES AT ME TWE WE E WS 1ALL ARPAINGEMENTER. AND SET UP HWCO BE I COMPLETED TIME THE CITY REPRESI ARRVE$ TO PUNDISS THE TESC CALL WCUl ALAN TO SCHEDULE AN T 2 E C IREAL IS 0 UPON A COMEOUNT RECORDED IN THE CITY RIGHT Cf WAY. F A CLEAN OUT DOES NOT COST ME WILL BE KWIRM TO BE INSTALLED ME OWNERS CONTRACTOR MILL NSi E OJUMM T'MD AN EGMMACNMOW PERMIT PROW HE PUBLIC WORKS DEPAM FIIT CIEY PERSONNEL CAN WEND A LWIh AMOUNT BE lME IS REACH IN LOCATING AN HEATED CORRECT OR ATERAL A R£ANOUT LOCATED ADJACENT TO WE BUILDING LL BE AN AID IN ME DESPNO PROCESS OR YOGA NG IRE PIPE ROUTE OR REPAIRS AND 15 NOW REONRTO IN WE UNIFORM PLUMBNG MME PILLEMENTING. PERMIT FROM FIT BOLDING DEPARTMENT IS DECLINES FOR CIE a OWY AKJACE r TEL IRE FEELING OR ANY WEAK DONE ON PRIVATE :P RTA .S FIESECUR RALLa_ AC DOB GAPE WATER EXPLTRAIW MS 0 AIR War COULOTHUS RDATESI MACE FMLTHE PRE - IN BE H ADE AREAS MAINS -WE NYORALLC MEAL PRESSUIFS A FOUI MEENT. COGENTTHE OALiMATW BUCKET ME COPigcIDF SHALL PLIUG ME LATERAL AND MARC AT 711C CITY CLEMORT AND MEN SUR H BCr FEE FINE'H I TER TO A PONT EGu L TO FIST HCHUNDATIONS GRADE (FORM JOELLE ). R CONCHURIE WAS NU ON (YONSEARLIGROBN HER MINIMUM r THE WATER LEAST IRAEL BE TOM 01(2-0-) ABOVE THE MEW. HE CF WE LATERAEAT ME CITY atP T. F THERE K MY RXTANEs�Na IRE NO STRUCTURE USING WAN ME POSTING LAMEN L nAi INS tl LO AG NMEDICAREA TO MENER PWG IRE NXNRE INSTALLED IF TURNS ME ANY PLUMBINBES PETER'wME LTIFFE EVEL Of ME CITY MEANOUE 4PUIMBING PERMIT IS REOIIHAD FOR MA WON(. THE CONTRACTOR MAI ALSO INBIALL UP UK AN EASING CMANOUT HOUR THE STRUCTURE AP IHE' FOUNDATION GRADE (FLOOR JOIST LEVEL) OR CONCRETE STAR FLOOR mart TO. L51ABLOIl THE MINIMUM USE FEET {2'-0") vAINE LETL µE LARFAL SHAu REMAIN 9JRLTIARCEO FOR AHFLEW OF TO MINUTES AND THE I ACER TRAM BE ylI ME PAMMWMT � B'wETS COSTISLIPPER LEAK FOUR (4)EGNRI MiG NO INCREASE OR ALLOWANCE IS NLW.EII FOR LONG LATERALS ON FOR LATERALS LARGER THAN THE 4-INCH MINIMUM S12E. YE. STANDARD DRAWING SS-2 IS OF 5). PRrvAiE BtlYERUTERKAIO TFSIIXG wOTC®1112AMBR�f6R6 SIDEWALK p'ra LLI TO M -+-A I�rra INL 4 L I.s'ImJ SAW 'Y �aw/wmmMw lA�MP.M wiiwln wERwnv WE Pmwal. r mnw DRNMAY (ARA M) PLAN Am PIPE WE aN L nL. I n WD F I... A _ (G r. _ 7` •. HE m A WE x Ort r♦ CTION A -A SEMI W" PLAN MEW SPIT A B`_. THE CONTRACTOR SMALL ILI A' L M47CRIAL,M ANO LABOR FOR FASTER OFF TEST E PRESSURE MAT CAUSE EQUIPMENT sN MGED v re a.. CLEAN PIPE AND PIJr IIeE AMC HIM CRY PLEA Mt ( OUP IS WITTER AxGHTT " FAmK T (Y 0, OF THE SUHUDI ME LAIIMNEY TUGGED AT FEE HE I E TEST OF THE AFFECAL SHALL HE CENTURIES N ME PKYMCF Or IRE CITY III TIE FOL[OWER FAMILY'. ME SHALI E SLOWLY s TO THE PLU GED PREECE UN11L THE INTERNAL PROCEDURE REACHES 40 CENTERS AN SPUME INCH GREATER ALAN THE AWRAGC MCK •SST E OF My AWMCMAMM THAT M:.Y SVBMM£ ME PPE IME MR STALL RL MERATI GY A SJIINiz IFW4FOR MAT T LEAST VAR MODUTFSE ALLOWED FOR TEMPERATURE5 TON BKOM PR ER. ME RATE Or AIR LOSS SHALL THEN WE DETERMINED BY MCCARRIND THr nMC INTERVAL OUR THE INTERNAL REMARKDECREASE .RUM a. TO _ ]S PER GREATEP YT. C SS F ANY AFR INTEL MAY SUDMEME FILE OFF I TIE LAPECRAL SN0.L R LO ACCM OL E IA INTERVAL CASUNI FOR PI 35 6 SQUARE INCH s 10 RECOVER CUP GREATER SOL STANDARD G SORT (4 Of "). 4. IF 7PIT LATTEYEA, POSSES THE TEST. T 31^LL BE AND S ACCEPTABLE AND TIE SALE TAN T _ ! Wi G E LACED HE D PERMISSIVE CERTIFICATION S L OEIE F m FOP PER (0) YEARS IF C LATERAI RALS THE MET, THE LARRAL1 ETAC AND ERHOW) UNIT. ME LAILICAL PASKS.T fP C ARAM FEE OR A EP EDMR f RL F IE V:LU FAA AMPT FECIPANDEAS MY REPLACERIF CMACMMENT COMMIT MAY. MPE40ING ON WE LOCAMON OF THE REPAN, A COMPLETE REPLACHMENT FROM BUIWI C TO CITY CLLAEOUR IS EFFECTIVE FOR AM YEARS. A RETAINED AND TESTED LATERAL IS CrrE n R TEFL (IC) YEARS. _. n E CITY TIER HAS NM ALL MAKE ANY OE2 s TO PAY FOR E CEMENT ANT . ARlxc THAT L DECSE BETWEENH. R IVOL O HL SAL, - OAK PFIwpTE 9ElY92LATERALAXO TE3nXG I PPOCPDMEAXO RELWRPYBITS 11 yy,2 .. uYlcwaMrp _ IPI/I . 1 (SWa) pEWIREUENTS FCR C URR AND CALL CE SIOEWA x OR VSE AY CORE ANY (LT6R (UNLESS (TIERMSE APPROVED BY ENGINEER) 1. LMe E �M ~ACTO TO wxwUM WE FLEA MANOR ORMPACTne IN m Wr AREA WHERE RAMP WAY TCH MONTE LEE SHE ME ASS 'META 9�IIAMEEAy AMLL ARC MINIMUM BEM vDIA`xIEaI�BYRDRUAG`.'"L ANDEIA`L BEHIND MUCHILAFARILY AREAS }. ALL CONCRETE SHEIT BE PLAM KIM CUBIC YANG ADDED MR px(n BACK Mp ]/a' Mu Ama M WTx 2UR W.A UMPm s s MENsw ON EAq RE OFm Ay A WAT A' xTTs AWiG NDEXuxs. WRM Am WTATc 9 DRIVEWAY OR SIDEWALK A dAC T TO WRBA MR WALL BE OUND MGNWTHIC WT GREG AM SHEYER T. DRIVEWAY BLIND MAY VARY IN E SECTION �T SEEMED OMDIHm1B MET KP V& or Ire MET URGE HERB CWCERT d �CKMEES M Mn AI x SS FM mLRv IN g9rq:n14 MLT FAu 9 ALL TO MY CMD�5 AND THE 10 ALL FERRY IN P�W SEND MUST HE ��CHD � DAMAGE, IL NO THE MGM MENREAMENT AT(LARENER Sao) e�N V ARE TO BE CUT UNLESS ECRCRIrvm .WK6 IILV APPBY ME P 11 ALLAMINCRET WALL BE CURED FOR A BOND DF So Haar¢ KOREAN6 EEMON AUD I 14. AND mwA.SWPLAt2 ALL e.MWOI-a (NEW)IBM WIT AM Ac SLUT MEET C XIFFEEN aT MGM FREEREMFRTSM ME PiPECII IRO BRNEAR 16, ALL VERNON NA CRAWX6 NO. Beal aet]) SIGEWALI( GPoVEWAY.CURBANGGIfrTF11 F .0 3Y DATE - ',AN1NC nO 8w4 003) -. LOARIME.MGFwY1G WORXB_ "_- / PSON u.34 AA COME MIT � ONLY FIR I-F I IFLO MIA.IEIF . w NAMES ME Bob I RESS IK Mn --I rY FARABS EARS �In. WallaceCACHE mum 4 x ��� AREA F Tx�Ta 4 FRAME & T_`R 6" FRAME SE COVER AERA_ CONNEC IOx AT 4v LATERAL OONNEOngx AT AN MSS. NAIS IF RAW SITE' A \(\/\/�/�... \ J W r` is I/♦' -1 i ye• ia WOURAL :_ Ar L IN 1A RIB B" FRAME k TAD u an WANOAR04 ORC A P ONED 1 EAMDCPI'ER W e w 884 r_®x NRaez (P� R A«'rMw, m EM,AE PROFILE MEW MT.S aeuirsp a GO. HOWARD e)nI WIrtARr BEWERGEANgrt URE B ST Yem - ,•zama.rw �. APPE MAE CpINEOTIOX 'E. s" _ OEPMTIRx BUOwanN6 _ JL}/DD00 G or 6) E LARS ANDERSEN & ASSOCIATES INC. ° 4 GIML ENGINEERS LAND SURAYOR5 PLANNERS `v� Zalow o J G APES n D wMCAUMP CS ■ IELARKANDIRCELCOM �! No. 6fi124 z? V: N GL CANNEL J. ZOLOAK ME 6612I GATE: Dm� {w MCA � DEPTH TO M,¢May TEN�I �Irtlea "Mill 4 ISO ME 6 My MILE 7 My MY A US BY 12 IS as 14 No me SEWFRIATERALTEbY(WGTER) T' D DY CRAINNI: SEWERIATEA/LYFSl WR1. .. APpX KC BY LNG PISS (NIDINIIXCEM3zaNIT NO esx �— cm GRaxAxcBna2e B TE 3sx w WOFPw+cvom Mi"aa" WNaI — D®umwr6wduc Y,am® emmTa leap ENTEUT REUJIREMMM FOR CONSWNCTOY OF 4 MGMIItlIW ConsIFO[tinn Plan DRUGSBUILDING SENERB N PUBLIC PoGHT-OF-WAY MOORE I. Coma NOMM INMEmal OFGCenniWinn Of pwmn fm MOMMKOwn fq Cmmceeal UNDER, my RESIDENTIAL1 ALL NOW P , A NKSMAL AND CO REAL SCHEMESSHALLSERER SHALL RWRE A HER NEW me. F PE WT1 (63B1S58-'IS6R MINIMUM IFA CH (42) UAL SHALL W rs55 NSTRUM) NOR 2 OR APARTMENT UNITY MINDA S INCH UP MOSEN RELEASE LATERAL WF A N tl APPEAL DEPENDSOb � 2, kin Erc,ce kM Pal fm imed A ER6lnaefing pnboeM.(6]0) 55&]I}P w (e) UNCRE N RMIMNGSImm INOu AND CWME ALCOU LOMB SHALL REWIRE A NWw U` BARRY � , I. LupmiuorquoM: Max,ial o[vp befet exovaliml. Htl TIEN I]vuu RJEWAR: Hydra IOW W Final by MGM RHEO l .M(MXMWAWENE TO ME FAN,IXN19YANE P2 BE p lNY M� all ANNE MY'W Ulm-sF.'uT pauunva) Gir"®aECam[r Me Waly Ulvuimfastlltdlillq. (QSNS]F]6L FLUMBIxG O]CE US FEE 0M APPROVED MY THE wLKM. z'9erkeemiwoc.robe Bwnmi%City WOW Gvamafle[eppap'um(t,aertgml. CamasCMEWc / ���5PERINritiwmdieEmltnnunnlvAceLffiIg weW mdufaM wnW eerviw¢ } BE"NAVY UWIMUM �IDS OF LATERAL WALL Y, LtBEERS IDS TOCPIPE }/B' 19 x0i RECOMMENDED BO ME POW ♦. A MYE CNMCU1Ox MAY BE USSR AT MY BERM AND N ANY TIRE w MAX A MODEL mxNFrnCx -ED AN ]. P Id d ikd.Ufil%$M1M ¢bOwldO eX LAP Illity lOwaEne �I (nlioM1. ffielild mafdlnl0fprtpo5eenea MAY AT. MARY AT A OVm OF a R (e) M NORE AMID M A MNx WHICH 1S U9Cd w 9S THANMMM OF .. GAMECOCK utility cmmztioN. ME UTmx113JF TO MPE 4 CAN Warer UiVuiovwagmrvenmLVlim ofineetowmg Pfwuvmice lop. UNWA.nd Vs tote MVmmACrinw'S MIw WM STAM1 SITAR RSIrw MI BE USO FOR malm Pp NEWS Iwus. New Mnoom,'u Pop Louis tepwa dl mm AMNAIRl{ III AWWA andmi ALL n M1 ETE MADE BE U9n Fm �TLOXX�mRgT. Nirteaai%Berl me wmn ElivnvAaA srem,&I lSOWN, nflwmwnl acnaVCmxrv[Iur mueta�ly 6. REURD=S a TIE PIPE MA E BUILDING SERER PIPE SHALL SE Um ON A NNTUNUM9 wiLMM1BAftnitipil fttT'roml SXmmwPla PennillMRP)fm OisAerge Wnlp. ARM ME MG r P ERE 'If iE').x N 7. 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IT Tar, INUTapmmmvl' lucc Ikr PP65 M1 and ICM 116SwN AM Tap T NMAYCM1i®y Cd IMINEIGNEGAndLW marked -WARRE.Y "y( berypav<d by ft ClryW _... _ .NEW HOPE LATERAL StmllWftec1 al REOUIPEME1115 FORCOX8111UC'nOX OF B111LOI11G A NO RAIED AW:NU INTO' PVC MAIN V SWd6MHOmeopxm'BnW NVe¢nI^ku' Tng p dMOtIWv01 Juwala nknaamelheunuT BEWERew WBLK WGM-0FiVAY IT AN COME 5&B -. DaARlMert ciywUCWORxB C81 lL INZ (E a a) AGt r^XNMEBAXrtIIR'/aEM£R� IATERK ssMP.EB BY :.w ......YE .�.W..v. ...... TtlO�IG DUCTILE IRON PIPE WITH . POLYWRAP OR C-900, C1A55 200 T i - IXISIINC SEWER WEDGE T X T X 1Y REDWOOD BLOCKS UNDER REPAIR PIPE fl MISSION RUBBER WATER MAIN COUPLING WRH STAINLESS CASE 1: STEEL SNEAK &WD AND EXISTING g4Y[R DAMAGED BY WHIRMARC WH S(PART Ill MR58 i NSIRUCTION CF WATER MAIN D C O WR EOWJ.) BENEATH SEWER. SEWER ONLY PIPE TO BE INSTALLEtI USING DIP OR NORMAL MAX. C-900, CLASS m.. D + 2 IP LASE 1 16 MIN ON BOTH SIDES WCNLE IRON PIPE WRH POLYWFAP OR C-900. I-" RAND AND 4 STRAPS (PART / MISS 44 ARC OR EDLINL) " .Z NOTE H E%Imrvc SEWER 1. LENGTH OF PIPE FOR WATER MAN SEALL BE AT LEABi I BULL LENGRI (20 FEET) NORMAL MAX. APPROXIMATELY CENTERED D + 2'-U' AT CROSSING:NA-IT MIN ON LOTH SIDES 2. PMAP SHALL BE 8 MIL. CASE 2 CASE 1: THICKNESS W ACCOROMM E%EAR M BETAI:EN WATER MEEM AMA CAUSE MAJN CROSSING OY EXISHNG SEWER IS 1 FOREST OR LESS. 3. ALL CROSSINGS TO BE 4. ALL BACKFlLL TO CONFORM BOTH WATER MAIN AND SEWER INSPECTED BY CITY PRIOR TO CINS TYPICAL SENSE ARE TO BE INSTALLED USING TO BACKFlLL MAIN TRENCH SECTION SS-8. DIP OR C-DOD, CLASS 200 BME mi SEWER CROSSING WATER XOV 2WT WNa6 NNE I 1 OF 1 143 BOLDING OR OBSTRUCTOR TYI / TIA` PLAN \ / NO. j BYPASS MEtER TO BE INTTALLED BY CITY OF BURUNDI (SEE VALVES TO SEE NOTE NO. 3 ON SNFEi 4 OF 4) DIAWED AND LOLL D M OPEN POSIN01(-,E CTr O O CWMEIE BLPA'( & GRINND. %PE SIIPPCRi (FOIL 4' k _FEE LARGER VALUES) CONIC THRUST BLOCK (SEE STANDARD DETAIL W-1810 FOR DEFMLS) ELEVATION DOUBLE CHECK DETECTOR(ABOVE GRADE) G@PYm - — NONE 120174 CHRIST Name PUBLIC STORAGE TENANT IMPROVEMENT PS PROBED VERSION: XXXX 20M UNIT MIX VERSION: XX/)WXX P ga Mdreu 1801 ADRIAN RD. BURLINGAME, CA Owmw Public Storage, Inc 701 Western Avenue Glendale, CA 91201 Nee Name CITY STANDARD DETAILS TR MET'DR Drawn ME or OxWN hy: DR A EFFORT No 19003 C12e0 PUMEMS, 20201tLs I - -- -_ - _ ell - - - ------ ---- tee.:. ss i --- Pj -- - _-- _✓ / 1Eck /le ® J IS '——ss---!6.8 �// � -m c=o b ,'O __ c-� �=o 4Y1 II ®// It _O t=c Ri — sBF eor o 9� all Qvl i l — I oo� like u 41 d _ I ill I I� I I u I 1 1 I I I I _J i I V FIRE IN HAMMERHEAD Know what's below. CaII before you dig. II II U u IL II / �i o o—o o—o mo—o cT ql c—, o—o o—o • o—ii o—o c—o . / � II a� II II / / u II II yF� �—� �—� �—� oF�� -ExEXISTING 1801 ADRIAN ROAD / 11 U ® Ill c-� II c-� c- -M =IT c—� c-� c-� 1I BE== =-c c-n c-dl II 11 GF SUoe II II III III or F oR nory U D �. Tminzazs'E III u It n I II II II I II a II U / u II III II 'III II L' / -J c - _ _ _ _ __ - _ =o _ _ _ _� / I ul ul II ® e II • ® ® ® ® 0 ® p/ II IJ / II II II I A, II II II p lul II — — II .— Ak -k — - = � •loawxLEVI v c • G s= R -� IRI 11 I u EXISTING III " m�pr. elevz He, sFIn ILL a t 0 �' 1 AMi a [-0 . u �.. . e VAN 9' O v � 2i EV EV EV CAV CAV CAV CAV EV EV EV I ® - ® - 0 I I ------------� -------------------- ----------------- I I I II ,I jI I —:P EXIT PATH TO UBLIC Row.. LEGEND IRRIGATION POINT OF CONNECTION TO POTABLE WATER: O MIN. 1" SERVICE with 3/4" METER (1 total) IRRIGATION CONTROLLERS, ELECTRIC SERVICES, & MISC.: © IRRIGATION CONTROLLER in WALL MOUNT ENCLOSURE: each controller rated at 120 VAC, 60-Hz, 2.0-amp (1 total) SLEEVES: MAMANANAM (1) 4" SCH. 40 PVC SLEEVE for Irrigation Main Line & (1) 2" SCH. 40 PVC SLEEVES for Low Voltage Control Wires NOTE: GOVERNING I APPROVING AGENCIES MAY REQUIRE A LICENSED ELECTRICAL ENGINEER OR A LICENSED ELECTRICAL CONTRACTOR TO PREPARE PLANS, SHOP DRAWINGS, DETAILS AND/OR SPECIFICATIONS FOR THE ELECTRICAL DEVICES AND WIRING NECESSARY TO CONNECT THE IRRIGATION CONTROLLERS TO THE 120-VOLT POWER SOURCES. THIS WORK IS NORMALLY NOT SHOWN ON THE UTILITY PLANS, AND CANNOT BE SHOWN ON THE IRRIGATION PLANS. IT IS THE RESPONSIBILITY OF THE OWNER / DEVELOPER TO UNDERSTAND THE REQUIREMENTS OF THE GOVERNING AGENCIES HAVING JURISDICTION OVER THIS PROJECT, AND TO HAVE ANY ELECTRICAL PLANS OR SHOP DRAWINGS PREPARED IN A TIMELY MANNER, OR ADDITIONAL COSTS AND/OR PROJECT DELAYS MAY BE INCURRED BEFORE THE IRRIGATION CONTROLLERS ARE ALLOWED TO BE CONNECTED TO THE 120-VOLT POWER SOURCES. ALSO, THE PHYSICAL CONNECTION OF THE 120-VOLT POWER SOURCES TO THE CONTROLLERS MUST BE PERFORMED BY A LICENSED ELECTRICIAN AND, THEREFORE, WILL NOT BE WITHIN THE SCOPE OF WORK OF THE CONTRACT FOR THE LANDSCAPE CONTRACTOR INSTALLING THE IRRIGATION SYSTEMS. NOTE: THESE PLANS ARE FURNISHED ONLY FOR COORDINATION AMONG CONSULTANTS OF THE LOCATIONS OF IRRIGATION P,O.C.'S, IRRIGATION CONTROLLERS, AND IRRIGATION SLEEVES. PLEASE REFER TO THE APPROPRIATE APPROVED CONSTRUCTION PLANS FOR INSTALLATION OF THESE IMPROVEMENTS! REVIEWED BURLINGAME BLOC OEPARTMENT REVIEWED B. DATE 51 15' PROJECT NORTH He 10' 20, 40' �pN95Cpp/ 30.19 B0/20 ' li IP dRd OF CAUTcule WATER PHIMET DESIGN BY 11,1171,11 '11411, Nine PUBLIC STORAGE TENANT IMPROVEMENT intended 5 1801 ADRIAN RD. BURLINGAME, CA mmer Public Storage, Inc 701 Western Avenue Glendale, CA 91201 NO. REVISION DATE 90%PROGRESS A CITY SUBM17AL 06/22/2020 ® 1rt PC Resubmitlal 30/ORel Qq Addendum A 10/12/2020 Addendum B 10/30/2020 2nd PC Resublie lal 11/00/2020 kii Name UTILITY SERVICES & SLEEVING COORDINATION PLAN mµm Del beer il Checked Ell kv boded 20458 sm ShliN, L1.01 UTILITY SERVICES & SLEEVING COORDINATION PLAN I SCALEl1'-21 i------ - 7R a I -- u - uP Ur _ -� - EAI" 1 _ 11 --�- _ - - - - NAI On I I I I I I I _J r jyRIn - B_X o.G ) =-,3 Cie c� C-� �_� C-M ELE_ II I a - n - B-2 •� N - - I I 11 I // �n I u in tl. II III- - IT u UP CONTROLLER 'e' /� B-a u n . / ; j / I lIII � Q/ III c aU 11 19 - lu a =o FIRE n a_= =_ `-' LIFE -� GC e I�"STORAGE UIILDNG C T C-M C /. HAIf WERHEAD II" _ I _ _ _ - _ JL F10 AL6 SS - -� - / / / IJ EXISTING 1801 ADRIAN ROAD II It z. I(/ i i U W M i 1 M M M u N m ° �I� m ii i l it `_= uC-M C_ -T) �. P_M C TIE= C-`U C-3 =-D c L_ �I €_� C E-PI / / / A IUuI P - u x"PddEonoOTHER _YF I I PTmpl°nx2SR° II 11 u /. ,� I N II ill II II JJ11 1I7I n / C-M II -� C C_M lLELEE -� C-M -� Cda -� C-= -�. C-TI ti ry aL j u1 n °I n D II uI II III II II I I 11 I I u 11 I t7i 4--11 '65-o u=-� C= - o-� d6P-�-o-� v ®- C-3 - -HL n P �U LOBN4L ena EXISTING u u 'B n 01]Af. eLN R nJ 4F DB D e e e e e e e e e e e e e e e e e I I Ol G VAN 9' O EV F 4 WATER METER'R' 9 EV EV EV ® ® GeV CAV GeV CAV EV EV EV Zt 1. 314" REDUCED PRESSURE I tG BACKFLOWPREVENTER F CO. ° DSO _u aP Pe m / - 1" PRESSURE -REDUCING - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - _ _ _ 'di MASTER VALVE: SET 5G PSI _ ---------- I 7 ^ - WHEN ZONE W&3ISO PERATING. I e TT,,. e e e e e e. e e� e e mo e e e° e e j II } _ E E RMATNNTER METER REF A. TYPE OF SOURCE: NEW DE DEDICATED POTABLE METER SERVICE WATER METE SIZIZEE 1" VP WATER METER SIZE'^ M4" (TPER ERADSTREET anN°L WATER IMPROVEMENT PLANS) In METER ADDRESS ADRIAN ROAD METER STATION POINT'. ADRIAN ROAD EXISTI © MINIM WATER PRESSURE: a9 P61, MINIMUM OPERATING PRESSURE: 72 Pal. PEAK IRRIGATION DEMAND: 11 GPM. It I I 0 IRRIGATION LEGEND SHRUB BUBBLERS - RAIN BIRD 1 PVC NIPPLE W/'ACV' BUBBLER HEMARKB 20-OU PSI ...SYMBOL -.. tBeerean eeN. -r mum GPM Ofl&fl it V PRESSURE COMPENSATING FLOOD BUBBLER it? ITT 1 1401 li 025(Orh)l INSTALLI FOR EACH YOW' WATER USE SHRUG 1-12 u Know what's below. Call before you dig. WATER METER REF. NO.. B VALVE STATOR NO.: &3 FEAO/BUBBI.ER/EATREE 4000 AOV E&FTTTINGS 1.13 PRESSURE FILTER REE ATO REGMR FILTER MIN RCV P DIFFERENTIAL CONTROL VALVE E .69 PRESSUREMAINLINE 2 FLOW SENSOR OU5 0.05 MASTER VALVE /PTV 1.00 STRAHERIFILEFER 11.30 ERIHLTER 0.60 WATER WATER METER 1.50 SETMCE LINE 0.35 ET.EVATIONDIFFERENCE 0.43 Cwi�INIMUM 44 MINIMUM PSI REQ'D. TZ.15 PE (EXISTING PER) -SB.UO RE6IDLNL PSI. 15.132 WATER METER REF. NO.: B VALVE STATION NO X-T FEND/ BUBB iEMITTER HILLS AOV LITERAL ETUGS 2.12 PRESSUREE REGULATOR FILTER MIN RCV PRIV ALDIFFERENTIAL CONTROLVALVE 1.91 MAIN PRESFLOWSEEOR LINE 1.G'J ELOTER 005 MASTER VALVEIFRV VALVE BACKFLOW TER R1.05 11.30 IM FILTER ITER 0.40 WATER WATEA MUW 90 142 042 ELEVATION DIFFERENCE ELEVATION DIFFERENCE CONTIU 4 mi. MINIMUM PSI. REQTS. O0 TO.OF (EXISTING PSI.) 00 PFEIOUAL P81, 17.98 D1rFMMPAD JRRInATIDN RAIN BIRD PA-0S-P45 install 12"above finish cede ADJ.ARC 360 45P61 -. GLOUR D6TAPRON >LWWH 'RADMB-. 90° 6PA1 teP Y20° F3fia° LM DDML RVAN 14 AOd ARCROTABYNSCRUE BLUE a-1,C p 03 9 05 T 09 T i3 :12 R-VAN18 ADIARCROTARYNO2DE I TAN 13-IT I 9 05 1 0 to I ® 15 1 ♦ 1.91 112 R-VAN24 I ADJ.ARCROTABYNORIE I E RDON 1T-24 1 4 R81 V 1.7 $ 2,51 ! 351 F12 fRilllT:l HIHe1tl1M,1 SYMBOL MFG MOOELNUMBER I -COLON DESCRIPPON EMMEM OR . .GPM PSI. DETAIL MINMRD RAIH RM (A3RP,ID1 %kV06-10 BROWN Ici-XVSM1 Pi1'iALITI YJSHINTESUHE DUGS VALVES CO MP MAU. w/IN1EGMlCHECKVALVFS IS FI MAX)PX) MLVSMKEWRIIFORDILE G4LV.WRECTARFWNEHOIIXICMIIIDLMBRC DSO. 0651W BIG -AREAS 152. H-02 010 Mo IMTALLROV.SATME ONG LWDC-0ICMM MIBAHFAO RG iWTALLATA ONLAADEM:LOLV MUICN WYMMTAMOXGF2R OCALOFLDPoBELE KNYR.MI3TI1111EOMWLV. STAKf60NMYRIAE MNINEIRD WT-i (RPn SCH bRSMTEN Dig MINRRI XR-IRA-0SP ME MRIRINEpPiPIFfl 1FF (WIRINEi1(I PIPE) PORAMEAS 7..0 GM.USE AB MUNIFOLDOfLIT MRARMS>T.OGRA.D$pPICMANIWIDOiHLL RISFN6 H42 (AFPRMEM GXASSI MAMIAL ROW HOPE END CAP APBE) MR ODSE FEED DRIPLINE AREAS H43 - RAIR ISD W-VAI DPoRINEAOAFTERESEBRIP-NExaPRPI) WRAREAS,I.DGM,USEONEWLHLLNSM(E➢UE M) H42 Rurymmi MINMRD GROUND PoRUPOPERATIONINICATCR INSTALL ION EACH DRIPLINEZONE ATIHECONIBGL'VALVE EXIT PATH TO PUBLIC R.O.W. rUSEEN R11T1ON k PONTRnI FnIIIPMCNT IIRRIGATION NOTES 1 INSTALL ALL EQUIPMENT AS SHOWN IN THE DETAILS AND/ORAS STATED IN THE WRITTEN SPECIFICATIONS PREPARED BY THE LANDSCAPE ARCHTECT AND MANUFACTURER. 2 THIS DESIGN IS DIAGRAMMATIC ANY EQUIPMENT SHOWM IN PAVED AREAS IS FOR DESIGN CLARIFICATION ONLY AND IS TO BE INSTALLED WITHIN PLANTED AREAB WHEREVER POSSIBLE. 3 THE IRRIGATION CONTRACTOR SHALL NOT WILLFULLY INSTALL THE IRRIGATION SYSTEM AS INDICATED ON THE DRAWINGS WHEN IT IS OBVIOUS IN THE FIELD THAT UNKNOWN OBSTRUCTIONS OR GRACE DIFFERENCES EXIST THAT WERE NOT KNOWN DURING DESIGN. SUCH CONDITIONS SHALL BE BROUGHT TO THE ATTENTION OF THE OWNER'S AUTHORIZED REPRESENTATIVE, OR THE LANDSCAPE ARCHITECT OTHERWISE THE IRRIGATION CONTRACTOR SHALL ASSUME FULL RESPONSIBILITY FOR ANY NECESSARY REVISIONS. 4. THE SYSTEM DESIGN IS BASED ON THE MINIMUM OPERATING PRESSURE SHOWN AT EACH POINTOF CONNECTION. THE IRRIGATION CONTRACTOR SHALL VERIFY ALL PRESSURES ON SITE PRIOR TO COMMENCING WITH THE INSTALLATION OF THE IRRIGATION SYSTEM. 5 FINAL LOCATONOFALTOMATIOOONTROLLERTOBE DETERMINED BYTHE OWNER'S AUTHORIZED REPRESENTATIVE AND/OR THE LANDSCAPE ARCHITECT 6 117 VOLT 60HZ SINGLE PHASE ELECTRICAL POWER OUTLET FOR THE IRRIGATION CONTROLLER IS TO BE PROVIDED BY THE OWNER/DEVELOPER THE IRRIGATION CONTRACTOR SHALL BE RESPONSIBLE FOR MAKING THE HOOK-UP FROM THE POW ER OUTLET TO THE CONTROLLER. T ALL WIRE FROM THE. CONTROLLER TO THE ELECTRIC CONTROL VALVES SHALL BE XI4 AWG-UF DIRECT RURIAI COPPER WIRE PILOT WIRES SHALL BE COLOR CODED BY CONTROLLER AND COMMON GROUND WHEN SHALL BE WHITE WITH IDENTIFYING COLOR CODED COMMON AND(1) EXTRA, PIILOT WIRE FROM THE CONTROLLER R SHALL T01�E ARTHESTR VALVE(S FOR FUTURE USE INSTALL IN COMMON TRENCH WITH MAIN LINE PIPING WHERE R POSSIBLE.FASTEN WIRES TO UNDERSIDE OF MAIN LINE WITH NYLON WIRE TIES AT tU FT. INTERVALS- PROVIDE A MINIMUM OF W OF COVER WHEN NOT ADJACENT TO MAIN LINE. S. ALL WIRE CONNECTIONS SHALL BE MADE IN VALVE BOXES WITH APPROVED WATERPROOF WIRE CONNECTORS WIRE SPLICES WILL NOT BE PERMITTED UNLESS APPROVED BY THE OWNER'S AUTHORIZED REPRESENTATIVE OR THE LANDSCAPE ARCHITECT WIRE SPLICES SHALL BE LOCATED ON RECORD DRAWINGS ASPER SPECIFICATIONS. 9. PROVIDE A MINIMUM, OF 24' OF COVER OVER ALL PRESSURE MAIN LINE PIPING AND 16 OVERALL NON -PRESSURE LATERAL LINE PIPING- PROVIDE A MINIMUM OF 381 COVER OVER ALL SLEEVES UNDER STREETS AND VEHICULARTRAFFIC AREAS ALL MAINLINE PIPING UNDER PAVEDAREAB SHALL BE INSTALLED IN SCH. 40 PVC SLEEVES. ALLSLEEVES SHALL BE INSTALLED UNDER PAVED AREAS PRIOR TO PAVING. 10 THE IRRIGATION CONTRACTOR SHALL FLUSH ALL LINES AND ADJUST ALL HEADS FOR MAXIMUM PERFORMANCE AND TO PREVENT OVERSPRAY ONTO ALL WALKS WALLS FENCES, DRIVES AND BUILDINGS AS MUCH AS POSSIBLE THIS WORK SHALL INCLUDE SELECTING THE SE§T DEGREE OF ARC TO FIT ANY EXISTING SITE CONDITIONS. 11 THE IRRIGATION CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING AND INSTALLING ANTI -DRAIN VALVES AS REQUIRED BY FIELD CONDITIONS TO PREVENT DAMAGE AND EROSION DUE TO EXCESSIVE LOW HEAD RUNOFF. 12 UPON COMPLETION OF THE JOB, THE CONTRACTOR IS TO PROVIDE THE OWNER WIRE SEPIA MYLAR OF THE RECORD IRRIGATION PLANS. 13 THE SYSTEM SHALL BE FULLY GUARANTEED FOR A PERIOD OF ONE YEAR ANY DEFECTIVE MATERIAL OR POOR WORKMANSHIP SHALL BE REPLACED OR CORRECTED BY THE IRRIGATION CONTRACTOR AT NO COST TO THE OWNER(S). DRIPLINE INSTALLATION NOTES t ALL DRIPLINE, Ff NGS. FILTERS, PRESSURE REGULATORS. AIR VACUUM RELIEF VALVES, AND FLUSH VALVES SHALL BE FURNISHED SY THE MANUFACTURER LISTED IN THE LEGEND; AND SHALL BE INSTALLED AS PER THE LEGEND THE DETAILS, AND THE MANUFACTURERS' RECOMMENDATIONS. NO SUBSTITUTIONS WILL BE ACCEPTED, 2. DRIPLINE SHALL INSTALED BE LAIDOUT EMIR�EOGEOFTHEAREA TO BE IRRIGATED. A. DRIPLINE IS INSTALLED AkO❑ UTTHE ENTIRE AREA TO BE IRRIGATED, AND IS .IPLINE LAID AROUND THE EDGE. Sa RUN PARALLEL TO THE LONGEST SIDE OF THE AREA SPACED AT A DISTANCE NOT TO EXCEED THE IDICATED IN THE LEGEND. RUN PARALLEL TO CONTOUR LINES. NOT UP AND AT 125%OF ON -CENTER SPACING ON THE LOWER C. THE RESULTING GRID OF DRIPLINE SHALL BE A "CLOSED LOOP" SYSTEM, EXCEPT IN NARROW AREAS WHICH ARE ONLY WIDE ENOUGH FOR ONE DRIPLINE. 3, ON LOOPED DRIPLINE SYSTEMS WITH A SINGE POINT OF SUPPLY, THE SUPPLY CONNECTION SHALL BE MADE ON THE PERIMETER OF THE LOOP, AND THE CONNECTION SHALL BE LOCATED ON THE OPPOSITE SIDE OF THE LOOP FROM THE FLUSH VALVE. 4. THE IRRIGATION CONTRACTOR SHALL THOROUGHLY FLUSH ALL LATERALS AND DRIPLINES PRIOR TO INSTALLATION OF FLUSH VALVES AND AIR VACUUM RELIEF VALVES. 5. LOCATION OF FLUSH VALVES ON THE PLANS IS DIAGRAMMATIC ONLY. FLUSH VALVES SHALL BE LOCATED AT THE LOWEST POINT IN ELEVATION OPPOSITE THE POINT OF SUPPLY ON LOOPED DRIPLINE SYSTEMS, AND AT THE END OF THE LINE ON SINGULAR RUNS OF DRIPLINE. 6, LOCATION OF AIR VACUUM RELIEF VALVES ON THE PLANS IS DIAGRAMMATIC ONLY. AIR VACUUM RELIEF VALVES SHALL BE LOCATED AT THE HIGH98T POINT IN ELEVATION ON LOOPED OR SINGULAR DRIPLINES. SYMBOL (MEd MIRDSORTIONURMSARX$ ;DETAIL QMIN MEN E519 EF AUTOMATIC CONTROLLER W/ROW SMART MODULE ASTA WALL MOUNT B3 MIN BORD EIG1X ETMAMGERSMARTCARTRIDGE INSTALLWEINMCHEW-UNCONIRO.LER MIN EIRD PR24D WRDESSMIN5£1150R INSTALL qE WREO MRECRY Tp CpX1IWIlHI Rfl MNT Bo21 R9CO 825YMOTS RBILCEDHIE9lNEMCMLOWIRENMER y4'WI40MEMIS&MWNYSRW" G20 SNllWSB))[ 6E9C22 SMCOIIIiWCH MLAROV/fRFBRFfl FM1CGU11E 31'L2T'1L 14'W pEMNFX6101fi C41 Q GINSMAL0 223OE (mnr,aXCbml,gmycoEtll PflE EREWCINOMA6 VALt£(l6la 8.) 1'.SEtTNMNOIEO A21, Ci0 4AISWJLD ERAS WATERMES611REMUGEKN REMO4£SCIRAOER DRIE& PERACE w/MT CST G1410.000 RUMBENSOR h SCR. 40 BID ILL ASUP x BUD 1' 2403L MAX., ON 52 GEM. ROW A21.0 46 PA16E P11260 16 AM.. MI MIR UNDER) DERECEBUMAL MOLE MR GO ECTIWB ENROWSEMB&COMROLFA(MR). ® "BOB.. T56570 BROMEMLLAUDE(THREA PULCPoW) O9 MIN RED 3SDRC CLICK-CWRINGVALW w/YMLRVfl08MR LOWR HMSN!;ID2'AM( Beer NNIELB14' 010 Q MINMLm PER EIFCIRICCOMMLVAWE 1'. WRAWPORen L A31,E-1D ® RAINWM %CLOISFflF OPoP2CNECOMTIIQ WLVEWHI RLTEfl: Y4'.W/RPNCOM M03-SGIM.,3]31.. 2WAESH A21, E12 InBI90 %C210= DNPIDNECONIR0.VALVEwIPORLTFR: 1•. w/ROW CONIR0.. 3�15GF1d.4031.200MESH A21,612 3YMa0L Eta MO[EL NUMBER LIMN REMIRKS SERAIL -(APFflOVED) SOf 40MC DEPOSITS MAINLINE (POTABLE WATER SOURCE)'. RMUNDERGROUNINNSTALLAPONSI2ESMITED Al RICH. 40 END CONFINEMENT LATERAL LIIE(PoMLE SOURCE) I MR UNDERGRWND INSTALLATION: SINS WHINED (SE MIN.) A1 I-ICAPPROMID) .(APPROVED) SUPERIOR MAINUHSLEEVE I 4DMMEIBi A - d_ (OPENING) ( PT ) SCHAB FEE LOWMITA CE CONTROL WIRE &ff W 2 BIAMETBI P 9 p 20 l 9ESC IPMON nolipw,T: VATMIE.EP AVEDIAMEVA ERMETUTDOOTHURS HATER MEicRS ARE INSTALLED UMXR SEPARATE CONIPACTFER THIS STREET "Ner WATER IMIA04£MEMRAN3) {t POMITOFCOM'EClION(PAA.) RRIWIMNMN m COMIECTIOCIRIpAERSMICESMR-WVALW(WTALLIDBYOREAS)ONWRFROFWAIFRMETFR. MEIERLOCAlMAREp MMAR-IRRIMTICNCMIRAMMM WNHININERM. Ize INMCATESCONIROLVALNE92E STA.ii INDICATES CONTROLLER STATION NUMBER INDCAIRSH OWINGALLONSPERMINUTE WHENEVER ANY ITEM OF "DISTRIBUTION & CONTROL EQUIPMENT" IS SIZED SMALLER THAN THE MAIN LINE OR LATERAL LINE PIPING ON WHICH IT IS PLACED, THE REDUCTION IN PIPE SIZE SHALL ONLY OCCUR AT THE THREADED FITTING WHICH ADAPTS THE PIPE TO THE PIECE OF EQUIPMENT. SITE PLAN I SCALE: I"-20'L" REVIEWED BURLINGAME 9lDG DEFARTMENI .J BY 1WEW I 5' 15, imm PROJECT MERGE 0' 10' 20' CO' IyNO6MPF P wmw19re ✓ ret 6/30/20 J ' RAJ °,rtm �P FOf 0Al1fOP Imwxan CawlpnC WATER NIGHT COERCION SUITE 1 DO .(949))449- 030 Pmjett Name PUBLIC STORAGE TENANT IMPROVEMENT Pojm Addles 1801 ADRIAN RD. BURLINGAME, CA Owner Public Storage, Inc. 701 Western Avenue Glendale, CA 91201 NO. REVISION DATE 90%PROGRESS & 05/22/2020 CITYSUBM17AL LEt PC Re:ubmual 10/05/2020 Qp Addendum A 10/12/2020 a Addendum B 10/30/2020 2nd PC RembmRdl 11/04/2020 LStName IRRIGATION PLAN Pro] Mgc: Dawnbw VIRD en Al WPMRm N¢ 20458 Meet No. LIM PKKUare )MD_-1 on NOTES: L FROVIDE THE FOLLOWING MINIMUM GO•PSRPbE Perr : 12" OJER NON-FRE55URE 6 LATERAL LINES. 16" OVER MAN LINE5 2Y"DIAMETER 4 SMALLER. 24" OVER MAN LINES 5" DIAMETER 4 LARGER. 16" OVER WIRES 4 CONDUITS, WHEN NOT ADJACENT TO MAN LINES. 2. FASTEN WIR£5 TO MAN LINES NTH.NYLON WIRE TIES, AT 10O.O. 3. PROVIDE WIRE E%PANSON. LOOPS (MIN. i2" LONG) AT ALL 90•GHAI6ES IN DIRECTION. 1 - OLEAN BACKFILL feee .5FEG5 FOR MATERIAL) COMPACT To 9O% RE55URE LATERAL 51NAKE FIFE IN TREN6 PRESSURE MAN LINE - SNAICE PPE IN TRENCH. PROVIDE 2" OF GLEAN BACKFILL . APES - BUNDLE AT 10' O.O. A 1 TYPICAL TRENCHING s NOTE5: 1, LOCATE BAOKFLOW FREVENTER IN A PLANT BED NWEREVER POSSIBLE. 2, INSTALL BACKFLOYV PREVENTER A MIN. OF 24" FROM ANY 57RUGTURE O.E.-HALL, EUILDINQ ET6.) OR. HARWv6AFN6. 5, INSTALL BAC•KFLOW PRSVIE TER SO TEST GOGKS ARE EASILY AGGE55113LE FOR TE5TIN6. 4. ALL PIPE 4 FITTIN65 ON THE BAGKFLOW LOOP SHALL Be ERA55 4 5HALL BE THE SAME DIAMETER AS THE 52E OF THE 5A RFLON PREVENTER. 15 O 7LOW PREVENTER BRA5590•ELL ASSEMBLY / Ii16T�/\ I. `III RYp.2 PLACES) BRASS NIFFLIE (IF NOTED -- IN LEGEND) BRASS UNION IDEA: 2 PLACES) CONCRETE SPLASH PAD -SLOPE TO 11 DRAIN ®2% 6- MIN. IDES. 4" ALL 4 SIDES) - FINISH 6RADE :AY 'tl7• ELL rP. 2 PLAGEr) BRASS NIPPLE FVC FIFT ADAPTER -U / SUPPLY LINE FROM WATER METER FVO MAN LINE J �REDUGEIJ F'RE55UREPRE55URE au; FLOW PREVENTER �n>rIe NOTES: 1. IN PAVED AREAS, USE AN APPROVED TRAFFIC VALVE BOX 4 LID. MOUNT FLUSH WITH ADJACENT PAVIN6. 2 PLACE. GRAVEL PRIOR TO INSTALLATION OF VALVE BOX 3 BRAND THE VALVE BOX LID WITH GI4', IN LETTERS 2" HIGH. 4. WHEN I ATED ADJACENT TO: TENNIS OOURT, COORDINATE 16" SO. PRAMED HAND HOLE IN FENCE MYTH FENCING CONTRACTOR, FOUR MAINTENANCE U5L ---- % OUIGK COUPLING VALVE (in Valve box) MET NOTES: 1. PROVIDE THE FOLLOWING MINIMUM OOvTi DEPTHS: 12" OVER SLEEVES FOR NON _ 4 LATERAL LINES. 1b" OVER SLEEVES FOR MAIN LINES 55` DIAMETER 4 SMALLER. 24" OVER SLEEVES FOR MAIN LINES " DIAMETER.4 LARGER. 16" OVER SLEEVES FOR ES UNDER 4 RIS15 as. SE" OVER ALL SLEEVES ES HA sTREETS 4 VEHICULAR TRAFFIC AR£P5. 2. INSTALL SLEEVES UNDER HAi AREAS AS INDICATED ON THE RRIEMV ALI PLLPLANS. 3. EXTEND SLEEVES A MIN, OF 12" BEYOND EDGES OF HARD5GAPE AT BOTH ENDS. HPRTYCAFE OR PAVIN6 GLEAN EAGKPILL (SEE 5FEG5 FOR MATERIAL) OOMPAGT TO 9 % LATERAL LINE SLEL /E (SIZE PER PLAN) MAN LINE SLEEVE (SIZE PER PLAN) GONTROL WIRE 5LEEVIE ! I (SIZE FER PLAN) -INSTALL I ADJACENT TO MAIN LINE SAND TYPICAL 5LEEVING NOTES: 1. 5AOKFLOW ENGL05URE. 2. SACKFLOW RREVENTER. 5. ANCHOR BOLT (TYP.). 4. POURED CONCRETE BASE - 6" MIN. 1HIGKNE55-EXTEND 4" BEYOND OUli DIMEN510N5 OF ENGLdaUR£. S. WATER SERVIOE INLET PIFIN6. b. WATER SERVICE OUTLET PIPING. 7. FINISH GRADE. e. INSTALL PER MANUFACTURERS M51bRUCTGMS. C-30 BACKFLOW. PREVENTER ENCLOSURE N316 NOTES: 1. INSTALL VALVE$ IN PLANT BEDS, NEXT TO 511 WHEREVER P0551BLE. 2. INSTALL VALVES A MIN, OF 12" FROM STRUGNRES O.R HARDSGPPIN6. B. PLACE BOX AT RIGHT ANGLES TO 5TRU07i OF HARDSGAPING. 4. PVGEb VS_ PRIORTO-INSTALLATION OF VALVE BOX 5ALL THREADED CONNECTIONS SHALL BE SEALED DURING ASSEMBLY WITH "FERMATEX'A51" PIPE JOINT C POUND, OR APPROVED EQUAL, A5 RECOMMENDED BY THE MANUFACTURER OF THE Si b. BRAND THE VALVE BOX LID 'WITH THE CONTROLLER DES&NATION 4 STATION NUMBER, IN LETTERS 2 HIGH. E-10. MOTE CONTROL VALVE NOTES: 1. PLACE GRAVEL PRIOR TO INSTALLATION OF VALVE Si 2. LOOF:ENOUGH N4RE TO EXTEND ARE BUNDLE A MM. OF'24" OUTSIDE OF THIS VALVE EOJU S. BRAND THE VALVE BOX LID NTH'SB' IN LETTERS 2" HIGH. APPROVED 5TRUGTURE OR AATERPROOF N, HARD-GAPIN6 OONNEGTORS y -- MIN. id' ROUND Ht VALVEeox t 1 S i" IN LAWN PREPS Ait 1 FIDE 3" IN PLANT BEDS b" MIN. I MAX b" THICK LAYER OF GRAVEL MAN LINES 'I "`MILL W�°" - % 24 VOLT ARE5 'IIf� EUNDLE 4 FASTEN WIRES TO BOTTOM OF \ MAIN LINE AT 10' O.G. r, SPLICE BOX M CV rW 12 FOR 24-VOLT WIRING NOTES: 1. PLACE GRAVEL PRIOR TO INSTPLLATON OF VALVE BOX AND MASTER VALVE 2. ANGLE MAN LINE FROM VALVE BOX TO SPEOFIED:DEPTH WITH 45" ELLS. 3. ALL THREADED CONNECTIONS SHALL BE SEALED DURING. ASSEMBLY WITH "FERMATE% A51" FIRE JOINT COMPOUND, OR APPROVED EGIAL, A5 RECOMMENDED BY THE MANUFAONRER OF THE SEALANT. 4, FASTEN WIRES TO MAN LINE ATH NYLON INRE TIES AT 10' O.G. 5. BRAND THE VALVE BOX LID W71H MV', IN LETTERS 2' NIGH. ARE w/ EXPANSION LOOPS MIN. 12"X1b" VALVE EOX NNTBRFROOF GONNECTOR5 1" IN LPAN AFE45 rMASTER FINISH GRADE 3" IN FLAUNT AREAS / VALVE I- 5"MIN. 101 MAX 4 SPARE i MAIN LINE IOIOIL=11Ii=-IIIIII�IIIIII-oIIII_mtll= OF a �- b MABTEIR s NOTES: 1. INSTALL VALVES IN PLANT BED5, NETT To 51DEWALKS, WHEREVER POSSIBLE. 2, INSTALL VALVES A MIN, OF 12" FROM 5TRGTURE5 OR HARDSGAPIN6. 3. FLAGEBOX AT RIGHT ANGLES TO STRUGNRE OF 14 R 50APING. 4. FLAOE GRAVEL PRORTO INSTALLATION OF VALVE BOX 5. ALL T-READED GONNEGTIGN55HALL BE SEALED OURIN6 ASSEMBLY NTH "PERMATEX #51" FIFE JOINT COMPOUND, OR. APPROVED EQAL, AS PSCOMMENDED BY THE MANUFACTURER OF THE SEALANT. b. IN5TALL FILTER SO IT LAN BE TAKEN.APART IN PLACE. POR GLEANINO, T. BRAND THE VALVE BOX LID NTH THE CONTROLLER DESGNATIOM 4 STATION NUMBER, IN LETTERS 2" HIGH. E12 RE MOTE CONTROL. VALVE v 4 RLTER.(With UNION) NOTe: INSTALL ALL CONNEGTO i. ,5 R£R MANUFACTURER'S IN5I15UGTION5. APPROVED WIRE CONNECTORS MANUFACTURER I SIZE OF WIRES & NUMBER & MODEL NO. I per CONNECTOR SPEARS MFR. CO. #16AWO #16AWG #14AWG 412AW8.#10 AWG DS-1DOw/ 2 r3 Or 2or3 2or3 2or3' 2or3 DS-300SEALANT _ DS-400 2Or'3 2or3 2or3 2or3' 2or3 DS500 2or3 2or3 2or3 2or3' 2or3 RAIN BIRD 11i6A 016AWG. #14AWG 012 AWG #10AWG DBTWC 2or3 2or3 2or3 2or3' 2or3 IL 3M SCOTCHLOK 016AWG #16AWG a14AWG abi #10 AWO 3164R 2or3 2or3 APPROVED) "IRRIGATION CONNECTOR" ,(NOT DBY 2or3 2or3 2or3 2 (MA) DBO/B 2or3 2or3 2or3 2 (MA) DBRIY 2or3 2or3 2or3 2or3' 2or3 DBR (NOT APPROVED)' 2or3 2or3' 2 or3 A 21 WIRE CONNECTOR FOR 24-VOLT WIRING NOTES: 1. REFER TO THE MANUPAGNRER'51NSTRUGTON5, INCLUDED I^Y"fH THE FLOW SENSOR, FOR A 171 AL IN5TALLATION REQUIREMENTS. 3. USE ONLY MPNUFACTLRER-APPROVED GABLE BETWEEN THE FLOA SENSOR AND THE CONTROLLER.. S. REDUCE THE SIZE OF THE MAN LINE FROM THE SIZE INDICATED ON THE PLANS TO THE SAME SIZE AS THE PLOW METER, FOR THE DISTANCES NOTED IN THE LEGEND UPSTREAM AND DOWNSTREAM OF THE FLOW METER, AND A5 SHOWN BELOW. 4, BRAND THE VALVE BOX LID AITH'F5', IN LETTERS 2" HIGH. TYPIGAI- OONNEGTGN AT CONTROLLER NO VALVE5, REDUGER5, OR ELBOW5.IN THIS AREA C-43 FLOW 5EN50R 1rz 11 with MASTER VALVE NOTES: 1. iN5TALL VALVES IN PLANT BEDS, NEXT TO 51DEAN-KS, WHEREVER POSSIBLE, 2, INSTALL VALVES A MN, OF 17 FROM 5TRUOiURES OR HARD5GAPIN6. 5. PLACE BOX ATR16HT.ANGLES TO 5TRVOTURE OF HARD56APIN6. 4, PLACE GRAVEL FRIOR TO INSTALLATION OF VALVE 'BOX 5 ALL THREADED OONNEGTION55HALL BE 5EALEO DURING ASSEMBLY WTrH "PERMATEX re1': PPE JOINT COMPOUND, OR APPROVED EQUAL, A5 RECOMMENDED BY THE MANUFACTURER OF THE SEALANT_ b.. INSTALL.PILTER 90. OF CAN BE TANEN APART IN PLACE FOR GLEANING. T. BRAND THE VALVE BOX LID WITH THE CONTROLLER DE516NATON 4 STATION NUMBER, IN LETTERS 2' HIGH. REMOTE CONTROL VALVE c-1 J gyro_ III with FILTER 4 PRESSURE REGULATOR NOTES: 1. ANCHOR CONTROLLER SECURELLY' TO WALL PER MANUFACNRER. I 2. 120-VOLT OONNEOTION TO THE AUTOMATIC CONTROLLER WILL BE PROVIDED BY THE OWNER B. SIZE THE 2 VOLT WIRING CONDUrF FOR MAX CAPACITY OF THE CONTROLLER AS FOLLOWS: I %' FOR AMA%OF 5 WIRI 1" FOR A MAX OF 9 PHI MIN��� •+'A( 1$ FOUR AMAN OF 1b WIRI 1 FOR A MAX OF 22 WIRES 1 ... •`1 3 FORAMAX OF 56 WIRES 2P1"FOR AMAX OF 51 Ni 5" FORA MAX OF 19 ARMS ® 4 ' ry • AUTOMATIO CONTROLLER MOUNT OONV aT SECURELY Lr TO WALL WITH PROPER .• ` • CLAMPS B ANCHORS 46 MIN. �::• i o' 1';r 64 MAX ELECTRICAL ) • '• ':• CONDUIT (BY •pJy' PVG ELECTRICAL CONDUIT a OTHERS) ro (FOR24-VOLT IWRIN6), ''J POWERSWRCE1. k''•q -51TcP£R. R.. LCOAL CODES �.: •...4�... ELECTRICAL CONDUIT :4 FINISH 6RADE' SWEEP ELLS Per fH Ply �Ij�.. W SPECIFIED BUNDLE a FASTEN ` I^IIRES AT 10' O,O. CB-3 r IRRIGATION GONTROL.LER MII II # (AALL MOUNT) I pNOgCAp) ' 95 2 aD 63020 rF of cnllHocAp o-r� C.... kwtz EITTITI WATER R c T 5 '. 1 os e NOTES: 1. PLACE GRAVEL PRIOR TO INSTALLATION OF VALVE BOX AND VALVE. 2, ANGLE MAIN UI FROM VALVE BOX TO SPECIFIED DMI NTH 45" ELLS: 5 IN57ALL VALVE SO 5HUT-OFF HANDLE OPERATES IN A VERTGAL PLANE IN RELATION TO THE 6ROUND, AS SHOWN; NOT IN A HORIZONTAL PLANE TO THE GROUND. 4. ALL THREADED CONNECTIONS SHALL BE SEALED DURING ASSEMBLY WTH FERMATEX #51" FIFE JOINT GOMFOJND, OR APPROVED EOUA-, AS RECOMMENDED BY THE MANUFAGTURER OF THE SEALANT 5. BRAND THE VALVE BOX LID NTH IV IN LETTERS 2"HI6H. FINISH ' GRADE 12" ROUND Public in LVE BOXYStorage DEFFN SHALL ALLOW 'SOX MENVEPLACEN LE ' .. .Box THE FULLY CLOSED Y +I 191N THE FULLY CLGS£D S5"o PlaNlll UBLIC STORAGE TENANT IMPROVEMENT PYC MALE ADPPFER.` PLACES 1801 ADRIAN RD. BURLINGAME, CA .0 D-1 ISOLATION VALVE (BALL VALVE) NOTES: L LOCATE HEADS b"FROM ADJACENT FLANTIN6 AREASOR EDGE OF 5LOFE5; AND 24" FROM NON -PERMEABLE SURFACES.(6oNORETE, ASPHALT, ETC.) AND STFIKT)RE5.(Bi WALL5, FENCES, ETGJ- 2. INSTALL SPRINKLER PERPENDICULAR TO FINISI GRADE 3 RISER HE16HT SHALL BE EQUAL TO THE HEIGHT OF POP-UP HEADS IN THE SAME TYPE OF PLANTING (REFER TO. LE50ND3 NOZZLEOR BUBBLER (SEE NOTE (w/5ER.ADAFTER, AS ROVE) IF NECESSARY) ANTI usYLAIN VALVE OF NOTED IN LEGEND) FVG NIPPLE (LEN6T14 C ABOVE) FINISH GRADE. _ .� IIIIOJIIII 11=111III9MR111=111III _IIJ=pIIIL E111111=111111_T511 STREET ELL -I =IIIIII=11111 11-IIIIII-IIIIII-IIIIII= III-IIIIII=IIIIII= =IIIIII=IIIIII=IIIIII LATERAL LINE Ill Ifll�=N 11 1J IIIIII=IIIIII IIIIIII=.IIIII_I�IIIIII 1111 IIIIII-I I II�FIy 90 IIU0IIIIIf�IIIlE=1 L III - I11-11�111 1_IIIIf=11111 IIIIII=IIIIII41FIl Eill 111 I= D... r Public Storage, Inc. 701 Western Avenue Glendale, CA 91201 No. aEvlslory DATE ao�Paoe6Essa o6/2z/zmo CITV SUBMnTAL 1st PC Resubmlttal 1U/US/2U2U Atltlentlum A 10/12/2n2n g Atltlentlum 9 10/30/Z020 /yrN ]nd PC Pesubmi[[al 11/p0/2U20 Shyee Name IRRIGATION DETAILS Draxnby: WAD ChecRdbK W 20458 sneer Na. L1.03 HotNte NOTES: L REFER TO IRRI&ATILTI LEGEND FOR MODEL NUMBER 2. REFLACE BUBBLER METH EMITTER, IF NOTED IN THE LE6TID. 5, INSTALL 5AND 50'.14FPBRIC FILTER SLEEVE ON ALL CANISTERS, IF NOTED IN THE LEGEND. 4. INSTALL 6' FROM PLANT ROOT BALL. 5 PILL MESH TUBE WITH PEA GRAVEL BEFORE INSTALLING GRATE OR GAP FC \ PRE-A55EMBLEO DEEP ROOT r<a1.2 -... Were r w,I WATERING SYSTEM (4"41) x 36") NOTES: T REFER TO TTRIPLINE INSTPLLATkJN NOTTS" GH THE PLANS FQR OWPLINE LAYOJ'T GUIDELINES. 2. LOCATE THE FW5H CPP HYDRPULICALLY OPPOSITE THE FILL FIBER, AND AT ALL. [ND5 OF 51N6IF DRIPLINE RUNS. HARD56AFE (TYP. ALL EDGE FEED" FWSH - REFOR TO DETAIL H3 DRIPLNE SPACNb PER THE LEGEND RYP.) LNE'VPLVER ROS>J THE CONTROL D" FILLISER EDGE FEERDRIPLIE-NEE NE AREAS REFER TO DETAIL H- C SUB='I/RFFK.E DRIPLINE H-1 "EDG'E FEED" (PLAN VIEW) ease M•TERZTtit NOTES: 1. REFER TD'DRIPLINE INSTPLLATION NOTES" ON THE PLANS FOR DRIPLINE LAYd)T GUIDELINES. 5UB- EADE5URFACE DRIPLINE W/ - a4v-4m) 'QF' HR5 (PLAN VIEW) am^ maa'4N NOTES! 1. LATERAL LINE DEPTH 51 1 Be Aet SPIESOFED ON THE TRENCHIN6 PETAL I I 2. FILL RISER HEIGHT 5HALL 5e A5 NEE TO ACHIEVE THE DRIPLINE TUBING DEPTH SPEOFIED IN THE LEGEND. SUB-SURFAH;'.E DRIPLINE 9a2(e.,el "EDGE FEED" FILL RISER g�wMT��„t �' NOT_5: 1. LOG/rTE THE FLUSH C.AP HYDRPULI6PLLY GPP05RE THE FILY: R592, AND AT ALL ENDED OF ENGLE DRIPLINE RUNS. 2. INSTALL 1 CUBIC FOOT OF &RAVEL UNDERNEATH THE VALVE BOX ie5 A BID FOR THE BOX AND A SUMP FOR FWSHED 1NATER. 5. INSTALL THE VALVE BOX 50 THE TOP 15 V ABOVE FINISH GRADE. 4. BRAND THE VALVE BOX LID AT1'FOIN LETTERS, 2" HIGH. \_ 514" FHT OAW - YG �s"k 1 VALVE BOX _ END 5/4 MIPT x MHT ADA�ER DRIFIJNE x i 51 FIPT FEE yl T IGK vaz OF ORIPLNE TEEING '�. SUB -SURFACE DRIPLINE "EDGE FEED" FLUSH GAP •,owa,a�Ire�a„ NOTES: 1, LATERAL LINE DEFTH SHALL BE AS SP50FED ON THE TRENCHING DETAIL NOTES: 1. AD.➢JST'OF' HEADER DEPTH AS, NEEDED TO ACHIEVE THE DRIPLINE NO IES: 1. OR 4 PVO FITTINGS SHALL BE THE SAME 512E AS, THE OF HEADER FOR LATERAL LINES. TUBING DEPTH 5RECIPIED IN THE LEGEND. 2. INBTALL 1 O)BIC FOOT OF GRAVEL UNOBI NEATH THE VALVE BOX 1115 A 2. AOJUST'OF' HEADER DEPTH AG NEEDED TO ACHIEVE THE DRIPLNE 2. OF HEADER SHALL BE THE BEEF d SFPONG AS NOTED ON THE PLANE. BED FOR THE BOX AND A SUMP FOR FLUSHED WATER NBIN& DEPTH 5FEGFIED IN THE LEGEND. 5. 'OF' 4 FVc FITTN65 54A1 BE THE 5AME 512E An, THE OF HEADER 5. Neyr LL THE VALVE BOX EO THE TOP 151" ABODE FINISH dtf A B Or HEADER SHALL BE THE 51ZE a SPAGN6 AS, NOTED ON THE P1J045. 4. BRAND THE VALVE BO%LD7 WITH'FG' IN IETTERS 2' HIGH. 4. 'CS' 4 CIAO FIT711465 5HALL BE THE SAME 51ZE A5 THE OF HEADER _ DRIPLINE ELL GRIPLINE IUBIN6 DEPTH DRImLINE TIEING DEPTH DRIPLINE ELL (TYP ) /'\ &BALL VPLVE (FIPTJ PVG NIFPI-E (&LOSE) PER THE LEGEND PER THE LEGEND OF HEADER DR FLIPTEE(TJ OF, HEADER MALE ADAPTER % 10-arcull MALE ADAPER VALVE BOXY DwPLNE TB- ('YP ) %�\� a -• , =\ �/ OF HEADER P✓O OAP (elver)FHT`I MALL ADAPER - � - _(Ever) FI=- � __� � -� � � we Anew yFM- HEADER. HEADER FE DETAIL . OF tENGER 5` \ / MALE INSERTER. - LAYER CF IL LINE REDUCE F ATERAL LINE TO DIA. FLANN - 1 id vEADyR. AS, NOTED ON PLPN5 SLIP wG ELL DRIFLNE MUB!NG - wC LATERAL LINE FROM THE CONTROL VALVE 2 5UB-SURFACE DRIPLINE n•r 'OF' FILL HEADER OF &RAVEL /"I „1 5UB-SURFACE DRIPLINE 1W SPISURFACE DRIPLINE -'QF' R In WT An 'OF' FLUSH HEADER ea2n4w.,m.m4„* n-ID PLBUSH HEADER W! BALL VALVE •ter, w.,m.Wa"TP�s„ WATER EFFICIENT LYND=APE WONNBNEET RBarM apdmnsph n(ETo) 4280 ETAF for MAWA a45 (OMYRP Lab XygpZOMamot m in nam porn' FIRPorm I munion andod I erlpa:bn Mdtl I Par A1F (PRE) Lanesmq Awalee. Ri ETAFxMa EeOmbaigal webG,rL+a re Regular LanotenthrumAroffi trees slabs GC by) 0.20 1 dad 75% 1 0.0 1 3J517 Ago 1 24897 trees struts GC flowl Elm 81% 025 2873 Ttt I IsuffiF s INMtb tuff 0.CO we we a orgarou I gravel Indent O.00 Me Ne 0 5742 A 0 pom/sIatilwaterfeedue tAO ad 10016 1.00 ToNM 12137 1648 43]44 alwna .Aram. Cross&shrubs 100 am areas ldr am" 1.00 etlbleall 1.m TNab _ ER'Al Total Ill fAnmrum Albwed WaterAllowexa MAWA' I 144.9b •Myboapna WMnMp CaRr$Wn 470"1"; MOM" anpatlon El w eEf1N/IAnnwl Oetanm Rpu4W1. Eq. Waop nonvy 075 mrepnyl d-Mx 01 ETAFXAMR Ieowom, o,&p oarbMp Mmeae215"= m 11b1vveYrutupbMnee BEER her tt am YI mM'umvo@/ uw phNbg s perar/o %tremb Po/ul.. arpw wama Way. •MAWAfA,PMIGNbrw Albw O,Mb)?O,W)IIETAFx W- 0277F1x&AVl tot os21e.DIMBnkCIM arranaurre hot permueM War IoaeNl6 Panpus�o ba Par War.lalstl'e mast mMu.peereeT paew hot aul:Tam@I sv.n9l.aa:Gp.awln E Ael mM ETAF le]S brreNaeMM Most Red n[51v wUlmMeeMl emse ETAF CNUIMtbm TdeI ETPFxPfn 1.NE TroRkea 12.137 Average: ETAF 0.14 Ta1N ETAFxb® I 184a aNWNe ETAF Signs L 0.14 Average ETAF for Regular Landscape Areas most be 0.55 or below for rasldentlal areas, and 0.45 or bebwlor rwn-resgeMMl areas. Moderator aemxpptl City (San Mateo Gouty), falforga from AgertlNA-CsfRomMslate MNel Meter EfFm'ent landscaper Ordinance EOI REVIEWED BURLINGAME bLDC DEPARTMENT REVIEWED 9V_ivtaWi'V DAIE_ Irrigator, Fgmulbm. WATER RIGHT 11013 IRv,KW 21 DESIGN E a 9 e6e. B Public 29 Storage PUBLIC STORAGE TENANT IMPROVEMENT 1801 ADRIAN RD. BURLINGAME, CA Public Storage, Inc. 701 Western Avenue Glendale, CA 91201 NO. REVISION DATE 90%PROGRESS & CIITSOBM17AL 06/22/2020 1A PC Resubmit l 10/0120M Qq Addendum A 10/12/2020 Addendum B ID/30/2020 A2nd PC Resubmiawl 11/04/2020 S6em Nam, IRRIGATION DETAILS & WATER USE CALCULATIONS mI.M6r: PS pwwp A: WRD Meckea by SV KSPPme<tNa. 20458 SMH No, L1e04 PIatE,W. ,) a11OR IRKMATION SPECIFICATIONS I ARTICLE 1 - GENERAL REQUIREMENTS f. SCOPEOFWORK 1.1. Supply all work and materials, appliances ,tools ,equipment, facilities, transpoda4on antl NICSS necessary for and incidental to performing all operations in concerned wrath furnishing, delivery, and calculated of "Landscape Iduation' Complete, as shown on Me Drawings, and/or merchant hemon 1.2, The intent of Me Drawings and specifimhimo is to indicate and specify a complete and effided irrigation system ready for use in accordance with the manufacturer's recommendations and meeting the approval of the Owners auMMzed rep reermalle wthout further cost of Is bar antl material to Me Owner. 2. SPECIAL REQUIREMENTS 21, All work ball for on the Drawingsby b t shall be fundshed and installed whether or not pecfi Ily mendonetl- Me spepfimikv _ 2. - Any equipment - stalled by the Contractor d Manual to be ferthe use Mthe Owner in serious emissions (I,e, Rate valves controlValves etc.) shall be m'nstalled as to be readily accesable and quickly operable by Me Owner. Equipment deemed by the Owner W be inapemble for its intended purpose subsidies reinstalled by Me Contractor in an op Ne panken Were approval will be given. 2,3. Replace andor repair to the sdisffictionlol the Owner all existing landscaping or paving diatulDed during Me Coulee of this work New landscaping or paving shall be the same type, w NU. Wwm, finish, and by equal in every way, Is ter malenal mmoved. 3. SUBMITTALS 11. Mamals List Prior to any installation of any work, submit a detdled list of each maledal proposed M Ise In Me pmjecL M Me Owner major his represenMMre for approval., Submit typewriXen material list using the following format DESCRIPTION MANUFACTURER_, MODEL NO. Conti Calsense I ETCIDDOil Main line pipe Pacific Plastics I CI. 315 PVC Quick coupler Rain Bird I 33DLRC 3.2. Pump Equipment Data Submit full data on all equipment for approval by Me Crunch' 3.3. CoMficate& Submit manulmMers cerdficafn Mat plastic pipe and fiWngs Comply with specmcatihen requirements. 3A Record Drawings'. 341. Record all Changes which are oxide form Me mntred Drawings, Including merges in pressure and non -pressure fines. 3.4.2. Record changes in ink on a sefid black line prints of Me Drawings. Maintelnchanges cumX daily. Keep da gs at the stg as all pads end avaieble for review, by Me Owner andor Landi Armuneu- Do not use these pints for any Other purpose. 34.3. When construction has been Completed transfer all changes tie a act of reproducible plans. Make Changes In Permanent ink. Changed using a ball bear pen are not asxpGble. Remove original lines and dimensions where changes are matle. Completed reproducible plans shall be equal to Me original Drawings; wph all line ward clear and sharp, and lettering bagels. 344, Locate all dimensions from ern permanent reference points(buildings, monuments, Wewalks. orbs or pavements). Makedimensionsamu ytosame iousM Drawings, Show dimensioned locations and depths Showed of Me Mickfing: Point of Connection. Basket strainers. Bar Prove m Imgabon pressure main line routing. Provide dimensions for each 100 L.F.(minimum) along each routing, and for earn change in diregiou Gate valves, master valves, pressure reducing valve& IMgation Control valves and quick coupler valves. Control We muting ( if different from main line). Main line, lfifi l line and conical Was shaving Stubs for future use. Other related items as may be directed by Me landscape Archltfict or Owner 4. OONTROLLERCHARTS 4.1. Controller charts are not required for homeowner -maintained migation systems. 4.2. Do net prepare there until real da ngs have been approved by Me Landscape Architect and" Owner_ 4.3. Provide one controller chad(s) tar Cash automatic controller installed See chart to suit controllertlmrstze. Use both sides of chartlf necessary tie reMn1u11 legibility. 4.4. Chad shall be a black line on while background pant or photo reduction Mthe Sol tl2wbg, showing the area covered by that controller. Identify each area of coverage, for each station, with a pastel Color coiling. 4.5 Wren charts are approved by Me Landscape Architect, May shall be hednedmlly sealed bmwcen two layers Of DID mil thick plastic sheet 4.6, Chats must be completed and approved prior to final review of irrigation system anchor release from maintenance peMrl. 5. OPERATING / MAINTENANCE MANUALS 5.1. Pfovlde one individually bound manual detailing operation and maintenance requirements for irrigation systems. Assemble material in vinyl covered sking binders. 52. Provide the following in each manual: Index sheet stating Irrigation contracMr'a name, address. telephone number and name of Person M contact Duration Of guarantee perod. Equipment list (pavide des fdlowing far each loam:) Manufacturers name. Make and model Dumber Name and address a fatal manufacturers mprese Wa e Share parts list in melail. Manufecuers detailed operating and maintenance instructions for major equipment such as controllers, backRow preventea, pumps, at Manufacumm's warranties 6. OPERATING AND MAINTENANCE TOOLS Deliver the following items to the Owner when work Is completed and prior to final acceptance of We* EA Two (2) keys for each auomatc Controller and/ormtexts. 9.2. Two (2) thirty inch (30q sprinkler Valve keys, far shooing off Isolation valves will crass handles, IT isolation valves with cross handles are specified on the project. 6.3. One (1) slxly Inch (BOY') operating nut wrench, far shutting off posmon valves with 2' operating Code, if isolation valves with 2" operating nuts are specified on Me project 64 One(1)quick mupler say with bronze garden vase attached for every him (10) quick coupling valves installed on Me project Keys shall be compatible with the quick coupling valves specified on Me project. ]. MATERIAL APPROVALS 7.1, Substitution of any product,material, or equipment without Me Owners or Landscape Archlteri prior written approval, will not be permitted. 7.2. Any MY in 111 wMrout Such poor approval shall be removed from the work and from Me Wary site. 7.3, Approval of any Item, substitution or alternate is based on inbrmWion or samples provided by me CDnUWor_ 74. Contractor still the responsible for the Mail per(ormanceM such substitution to equal or surpass the g al design in everyrespecl 7 5 If MeSubstitution provers 0 So aD5a0sfacMry In the Owners andiforLandscape AreMtecCs opinion.Concertor nail reneve such ward and repne 4 watip Me odgnal"Sol including Installation, at no additional mat he the Owner or Landscape Architect. 7.6. Landscape Architect may, at his option, require a manufacturers warranty on any substitution ogered far use 8. SRE VISITS 81. Should they W required by the Owner, his representative, any governing agency, or Me Iandsmpe Architect, Me fallowing silo reviews WE be made in Company with Me Contractor Pressure supply line installation and testing: 36 hours. System layout: 38 hours. Coverage tests: 38 hours. Final review 48 boom 6.2. Contractors, responsibilities: 8.2.1. Scaly all required parties In advance of making Me following reviews. Make such noNicalion prior M Me time specifiedI , 8.2,2, Preime'Walkle-talkie'equipment ro facilitate Communication between the review area and the system Controller Contractor may at hie Option provide Sufficient termini maintain necessary communication. 823. PlrnWe current rewd dravAngs at each required stew phase. 8.3, If in the Landscape Architect sopinion, the Work scheduled for observation is not ready, the Contractor shall reimburse the Landscape Architect and' or Owner for Me Landscape Architect's time. 84. When reviews are made by ether than the Landscape Architect, show evidence including data tl patty a k' such . P 9 Asked 9. GUARANTEE 9.1. Guarantee Me imgition system to be flee of all defects in materials and workmanship fora period of me year from date of acceptance by Landmass ArchitecbOmer. 82ffaCaep[ed in phases, Prlrvide a Condon guarantee for each segrxett of Me prgecl; stale data of Caryl and guarantee period by Mines. , 9.3. Manufacturers warril shall notretieve COOnadopof any liability under Me speCRlad guarantee. Sun waranfies are Intended d Only supplement Me corasors guarantee: I 9.4. Combat all problems which develop in Me system due M faulty materials orwofnponshipdudng I the guarantee period 9.5. Repair or replace such milk as directed by Me Landscape Ar ited 96. Make repai 5 and replacements promptly when nolifiedl III The Owner reserves the right M make temporary repairs as necessary tie keep systems in oceralin£ condition willaut voided the Commodore guarantee. nor rehaving Me Contractor of his responsibilities during Me guarantee period .. ARTICLE 2-PRODUCTS 1. GENERAL All materials shall. be of first quality and of the same manufacturer and model as specified In the imgation legend unless noted otherness. 2, COPPER PIPE A NO FRTINGS 2.1. Copper pipe shall be pipe 'K", hard Soldered ASTM B86 and finings shall be wrought solider. I pint tyx'. in accordance w1M ANSI B1622. 2.2. Joints shag M soldered with silver solder 45%silver, 15%copper 16%and, 24%Cadmium, solidify at 1 125 F. and liquefy at 1145 F., conforming to specifications ASTM B206-52T and Federal DUE 00655. 3. BRASS PIPE AND FTTINGS 3.1. Brass pipe shall be 85%red brass, Amemmin National Standard Institute (ANSI), Schedule 40 screwed pipe. 32. FpSngs shall be medium bass, svel.0d 125 pound class. 4. GALVANIZED PIPE AND FITTINGS 4.1. Pipe shall be galvanized steel, American National Standard InsfiMt6 (ANSI, Schedule 40 scraWatl Pipe)_ 4.2. Fittings shall be medium galvanized screwed beatled malleable IroM1 antlfor #125 cast'wn Ranged. 43. All unions 2 inches and smaller shall be ground joint ,sham. Unions larger Main 2 inches shall M Ranged unions, fioed with required gasket(e). S. PLASTIC PIPE AND FRTNGS 51 Solvent wait pipe shall be Cro ded of an improved PVC virgin pipe compound featunng high tensile strength, high chemical resistance, and high impac strength. In terms of the current ASTM SEndam D-t]e4, or o 2241, this compound shall meet Me requirements of cell saification 12454B for pipe. This compountl must have 2,000 p s.1. recirculate design cases agog. 5.2. Rubber gasket PVC pipe, Couplings and firings shall Cartoon to ASTM D-1784 Type 1, Grade 1, 2,000 p s L design stress. Standard dimensional ratio for pipe shall be SDR 21 (class 200). All pipe shall conform to commetdal standard CS-255E4 (pressure rated pipe), and National SaniWUon Fmndefiontesnnglab bnea(NSF). RubWrgaskelss allmnramie ASTMlM. Couplings and fiMnga shall be fumishe l by the pipe manufacturer and shall accommodate Me pipe with which they are M caused Couplings shall permit 5 degrees Col eman dthe pipe at each Coupling (2-112 degrees on each sitle), without filtration or Infiltration, caclung, or breakng. 5.3. Allptnemustbearthefailowingmadings: Manwcrers name, nominal pipeste, schedule or class, pressure rating p at and NSF (National Sanitation Foundation). The manuappro r shall, also mark IM1e data of extrusion. 54. All firings. unless otherwise acted stlallhas injection molded of M improved PVC firing compountl featuring high Smarty strength, high chemical resistance, and high impact strength. In terms of the current ASTM Standard 0.1]84-89 the compound must meet the requirements demnbetl in cell classification 13454B. Where threads are required In plastic thngs,these shall be idemon molded also All tees and ells shall M side gatetl. 55. All brings shall bear he company's dame ortodemaM,material designanors size, approved LPB, schedule, and RISE seal Of approval 5d. All filings shall be minimum standard weight Schedule 40. 5.1. All threaded nipples, unless otherwise noted shag to standard weight Schedule 80, with molded tM1reme, 5.8. Solvent cement for plastic pipe and fiol shall be as necommmtled by Me manufacturers of the pipe and 6dngs. The high chemical redstarae of Me pipe and fitting compounds specified makes it mandatory Mat an aggressive primer, which is a true solvent for PVC, be used In. conjunction with a solvent cement designed for the f¢ of pipe and fittings of each size range specified. 6. ASSEMBLIES The full equipment shall be as indicated on the Drawings, unless approval far substitution is obtM In writing prior to insMlsaidon: Controllers, pedecals and options. Controller assembly and options. Rain and weather sensors. MolsWre sensoa Bakfimv preventim equipment Reduced -pressure back preventer. Pressure Vacuum breaker. Atmospheric vacuum breaker. Combination conWl valve wtM atmosphere vacuum breaker. Basket slumped and T strainers Valves: Gate valves Ball valves Check valves Pressureredudng and pre u�ufatim vases MastervaNes Manual Contol valves Eleddc central valves Gomm valves Qu ck couplifing vaalves Sprinkler heads Low volume or are -irrigation equipment and armaeprea. ]. VALVE BOXES 7.1. Valve boxes shall be fabricated tram durable, weather resistant plastic medical which is resistant to Sunlight and the chemical action of soils, except in traffic areas, where boxes shall As concrete with cast imin lids of type suitable for traffic Installation. 72 The valve box Cover shall be secured with a hidden Mkh me nism or winless steel bole. 7.3, The cover and Cox shall be capable Of suslaning a load of 500 Pounds. 74. Valve box nsin not be by Me same manufacturer as Me valve Cox. 7.5. Gate and ball valve boxes shell be found plastic boxes with boltAown covers mated "IRRIGATION CONTROL VALVE"; and be manufactured by AMETEK or approved equal. 26 Remote Control valve boxes shall be rectangular plastic boxes with booEown Covers marked 'CONTROL VALVE' and Will the controller and wave number ma W on a tag attached he Me control we between the valve and pig Mil. S. HIGH VOLTAGE ELECTRICAL 81_ New dot l major if required 1l IS powder] by Me Owner. . 8.2. Connection to the automatic Controller will be provided by the Owns'., 83 At electrical equipment installed Outside building shall be Name 3 type, waterproofed tar such ireta118Uao 9. LOW VOLTAGE WIRING 91_ Conneetons between Me Controller and remote control valves Mail pa made with direct bunch AM-UF type solid mro rWho. 9.2. Core shall be#14n size unless noted aturvase anthe Plans. 9.3 al themes shall be one mlu cOMrm Each wniml. and Me ¢eshall g 9 Y PSOI have Ihma unique wlorsMwire3: once calm eaGr (orcommon mntrd and sp rewnres. 10. PUMPS 101_ Pumps stall be provMed as indicated on Me Daymays 102. Electrical Components shall include Code approved breakers and But am of Me proper size and electrical characteristics as recommended by the pump menufactureq and as necessary to match Me electrical service provided. 103 Equipment for sxlelW locations shall meet NEMA 3. waterproof standards. ARTICLE 3 - EXECUTION 1. GENERAL 1.1. Meter Sze and Available Pressure/Water Supply: The Conectorisltall verify the on -site static water pressure and servlm line and mares size prior to proceetlingrxdh any work. Shouldthe CorNractor proceed w1M word and suW mnlly find that Me water pmseum is rM equal to or greater than that which I5 stated on Me Drawings, Me Contractor will; assume neflonfiflany for all work whtob needs to be replaced or modified at no additional cri the Owner. This includes all equipment and materials whefheror net they are shown on the Drawings. t2. Source Of Water Supply; The COr r shall verify and be fail Wilt, may bastion. side and ca l of stub -outs provided as the Source of water supply f the Irrigation system as shown on the plans. 13At plot dimensions are approximate. Before proceeding with any Warts, Me ConVaclor shall mreluty check and verify all dimensions and shall Speed any ler ns etlre Owners authorized representative. 14. Examine surfaces for teachers that wall adversely affect execufbn, performance and quality of Wool 15. Verity that greding has been Completed m that the Work of this Section Con proceed and Met specified depths for buried materials Can be mainto ed. Notify the Owner and Landscape Afebllee m waiting, describing all unacceptable cndigons. Do not proceetl with We* until such mndguns are lxmec 1.6, Pries to cuning'into the soil, the Contractor shall locate all cables, Conduits, sewers, septic banks, and other such mines as are commonly encountered underground and he shall take Proper precautions not to damage or mature such improvements. If a conflict exists between such obstacles and Me proposed w notify they Owners authorized repfeoenfalrve who wfl anangeforrelocalors; The Conhadorwlllpec inMesamemannerffmkiWemrany other condition encountered underground makes changes advisable. 17. Permission Is shut off any water lines must be obtained from the ConstmNon Sup9rvlsm.who will metre Me rx¢cesury anargemertM wlM Me Owner. DMmpnonofeAs gsysfemssWil kept to a minimum. 1.8, DO not Wilfully'mstall the fission system as indicated on Me Drawings when it is obvious in Me field that unknown obstructions or grade differences exist Mat were not known during deSgn; or rf discrepancies in Oanslrmtion d¢Iails, legend, Mspecific noRs are tlisCOVHe3 All such Stepmothers or discrepancies shall M brought M the attention of the Owners autm zed representative, or the Landscaps Architect In the event this is not done, Me Contractor shall assume full responsibility for any necessary revisions. 1.9 The COntranof shall verify Me coMMmx$$ of of Much grades whin Me work area attm construction in order to ensure the proper soli Coverage (as specified) Of the ingallon system pipes 2 PRODUCT HANDLING 2.1. DCIVery: Deli"rmateralsinmanuladurer'sehginalunopenedmnWinem, with each container identified with manuacturers name, brand or type. 22. Storage: State materials A a location as directed by Me Owner. Slake materials in an Wei manner. Avoid interference with Order Constitution activities. 2.3. Protection: Protect all materials to prevent Intrusion of did and moisture, Pooled the installed work and materials or other modes. 3, WATERSUPPLY Connections he the existing source or meter shall be at the approximate locations shown on the Drawings. Minor changes caused by actual site Conditions shall be made without additional cast to Me Owner. 4. LAYOUT 4.1_ Inigarion lines Indicated on Me DawNgsareciagrammafic. CoordinateYalladon of all materials, including pipng, with all Coned DaMrge b avoid coreice with trees, shrubs. plants, drain lines, sleeves and all Underground NgfeS. 42. Layout sprinkler heads and make any minor adjustments required due Mtleerences between actual site Conditions and the Davvings. Minor adjustments Will be acceptable wither Me pemm established by the original deegn inh , 5. EXCAVATIONS 5T. Excavations shall be of open vemeal ednsauamn sufciangy wide b provide free working Needs around the work installed and to Provide ample speed for backfilling and tamping. 52. Trenches far pipe shall be cat W required grade lines, and compacted to provide an accurate grade and uniform baring for the lull length of line. 5.3. All lines shall have a minimum deaance offour (4) inches veNcally and Mo(2) inches horaontally from each other, and six (6) inches, in any direction, from the lines of other "des. 54, Paaliel lines shall not be Installed directly over one another. 55 Provide Me minimum cover Over all lines noted on Me Drawings. 56. Whoa it is Mode ry to exeaVafe adjacent to existing trees, Me Contractor shall Use all wniiblemmtoavoid injurylothey andtmermOr Excavation in screamers Me (2) inches and larger rods occur shall be done by hand All mots MY (2) mcbes and larger in diameter, except directly in the MM of pipe or mnddL shall be funneled under and Mail be real mapped with burlap to prevent opening or excessive tluring. Where a difching machine Is run adjacent to trees having roofs smaller than me (2) Inches In diameter, the wall of Me trench adjacent to the tree shall be hand rammed, making clean cuts through mmis one (1) Inch and larger in diameter, Wgdh shall be painted with two cords Of Treat SeSol. or equal. Trencres adjacent be trees amultl be GOsetl within twenty faur (24) boom antl "am INS is not passible Me side of Me trench adjacent M Me tree shall be kept Solder with burlap or canvas. 6. BACKFILLING 61 Backfilling shall net commence uml Me installed IMgation system has been inspectel and approved 6.2. Initial backlit, on all lines shall be of a fine granular material with no foregn matter larger than 1n inch in else. 6.3. Provide mind backrll amnimum ofMe(2) Inches bebw and six (6) Inches over all piping under paved areas unless nail others se. 64 Sol far denchng small be camp led!0dry density equal W Me adjacent undiftb me and shall mnMrm W adjacent gades wghout dips, sunken areas, humps problem lnegubntles. 65. Under no circumstances shall a truck and/or trader wheel be used far compacting the tip. ]. JOINING OF PIPES 71. The Contractor Is sex perable to M (amMarwith any and all methods of assembling, Ioinarg and Installation of Me various types of PIK to be used. He Will Where in amid accordance with the anuMac s Rmmmended procedures. If during any phase of Me Work Me Owner or a rs repnesene finds Matthe Conbacdrm any of his woodmen are real familiar main Me remmmended procedures, Me Commuter shall arrange with the manufacturer of the padimlar product for the services of a qualRed manufacturer's represenMwe to Sodium workmen In the proper procedures. 7.2_ Exeruse care in handling, leading. upbraiding and string of Me plastic pipe and fitaral mody plastic pipe and flings under Cover unfit reatly, to install; transport plastic pipe an a vehicle with a Paid long enough M allowthe pipe t01ia flat', amid undue bending and any extr mbated eeemal load, 73 Camllly inspect all pee and filings belOre insMlha , remrning all dirt scale Said burrs;install Me pipe End all markings up far visual implanted and verification. 7.4. Tape all open ends of pipe during installation to prevent entry of any foreign matter into Me system. 75. Insolventwelling, useonly Mespooledprmerandsdventm taMmakealljOlnsinshirt accordance with the manufacturers rernmmended methods; allow the solvent soods at least fifteen (15) minutes set up Ease before moving or handling and 24 boom curing time before filling or as recommended by maniliAurer, wbicnever is greater. ] 6. 360 degree applicators shall be used to apply primer and solvent ].]. For plastic to meral connections military metal connections first Use a non Par en n 4 9plpe Cape on at threaded COmecpWl6 aXcept Wllefa OMar'Mee noted 7& Remove all dented and damaged passional 0. PIPING UNDER EXISTING PAVING I 81. Piping under existing pavement may be installed by jacking, bong ar hydraulic diving. However, no hydraulic drying will be broadetl under asphalt paving. i 1 82. Secure permission from Owners representative before cutting orbreaking existing pavement. All necessary repairs and replace en shall be approved by Me Owners represeraMfiva and Shall be at an additimal cast to the Owner. 9. PIPING ON SLOPES 91_ al piping on slopes shall be securer an Me surface as indicaletl an Me detail. 92. Pipe which tresses concrete bench drain antl/or'V gutters shall he placed Over the drain or gutter within a galvanized steel pipe sleeve anchored on bothsidesof the bench with as most V hooks. The sleeve shall expand arpnimum of twelve (12) inches beyond each edge of the drain. Untler nO Ci(cumslanceS Wlll lfipe be placetl beneath Me mnuele DencheS unNor'V' guiders 10. ASSEMBLIES 101_ InSMIl allasaemDli6 specified hemp according MMerespacbredetail drmimgsodd specifications. 162. Install badtflow assemblies In nubtatea50r as Indicated OO the DraWlogs and at a minimum height required by local goveming codes. 103. Valves: 10.3.1. Gale valves and hall valves, shall be the Poll size of the line in Which they are installetl unless Dthedeamspufied.- 10.3.2. Control valves shall be located der indicated On Me Drawings and within a plant whenever possible. 10.3.3. Control valves shall be adjusted so a uniform distribution of water is applied by sprinkler bases Of Me planting areas for a indndual valve system. 10.3.4. Quick coupler valves, unless otherwise indicated shall be located What 6 to 18 inches d hardscape (preferably All a plant bed). 10.4, Pay -up heads shall tor ,matedand irtslalleeasindicated onMeDrawings and inthe debie- 11. VALVE BOXES 11.1. Parxidealaltsommonsincibaled. InsollwlOinplaM[ s.ndmMin Wdareaewherever possible. 112. The top of plastic valve boxes shall be one(1)inch above the designated finish grade in lawn areas and Mesa (3) inches above the finish grade in ground Cover areas. Where dimensions permit, up TO Mass (3) renMe mntrd valves trey be installed in Sol bwr 11 3. Valve boxes located near walks, cues and paving shall be Irate led in such a way as M allow for valve boxes to abut Moss items with the top surface matching adjacent plans of Me aforementioned items. 12. LOWVOLTAGEWIMNG 12.1, All low voltage word shall be installed by Me contactor. 12.2. All shall omupy tla same bench and snail be installed along Me same mule as Me pleasure main lines wherever passible. 12.3. Wring shall be bundled together, lucked under Me main line tar protection from shovels, and fostered t0 Me main Ime with nylon wire flea at infamous M 10 kept. 124. Use Continuous mpperman between controller and mmde mnlM valves. Splieewirris Western Me controllerand remote control valves only when absolutely necessary. All splices shall be installed In an approved box and 60 marked on the litl. 125 All mrs mnm:.ions and splices sM1a11 be made using approvetl wasummor sealing emnecers. An expansion loop of 12 inches shag be provided at each wire Connection anchor directional turn. 13. MOISTURE SENSING EQUIPMENT 131install all equipment per manufacturers recommendatbns,'meauction; and/or deralis. 13.2. Provide low voltage wire M each remote control valve controlled by a sensor. 133. The exit Wcanan aferyipment nal be deftrmined in the fed! by the Man umes representative and the Landscape Architect 134. If It is determined by Me Landscape Architect that the equipment is not In a desirable location, Me Contactor shall move His equipment as requested, within fifteen f 5) feet of Its crigmai location, AT no coal M Me Owner. 13.5. Perform a Complete review and check of the system tie ensure that sensors are working: correctly (minimum of four limes over each W day Perim) 14. PUMPS The exact lmation of the pump assembly Shall be verified with the Owner after Owners representable. 15. FLUSHING THE SYSTEMS 15.1. Agar all imgation pipelines and users are In place and Connected and prior to installation Of sprinkler heatl4 the control valves shall M opened and a full head of water used to gush Out Me system. 152. Sprinkler heads shall be installed only after flushing of IM1e system has been Completed. 16. PRESSURE TEST 161. All hydrmetic tests shall be made only in the presence of Me Owner or Minor duly WhOmad representative of the Owner No pipe shall W backf111ed Until It has been inspected and tested. 162. Furnish me necesmry Mince pump and all other test equipment 163All pressure fines shall be tested for REP (2) furs under hydrestatb pressure of 150 pounds procreation and all non -pressure lines shall be tested foram (2) hours under the existing static Pressure and both proven to be water light 17, AMUSTINGTHESYSTEMS 1]1. Adjust valves in conjunction with the alignment and Coverage of all sprinkler heads. d in in anon meant or nozzle changes wall provide 1]2 If Meter and bMM [a usbnen[s e u 1 9 eq P 9 ro tlnr to adeadementsm made allto ate charges or make artangemems with the Meter Connor C[ to have adjustments matle prior to plangng. 173, The embe systemhall be operating properly before any lawn or ground cover plating opeanon; commence 174. Them changes or tljustments shall be made without additional cost M the Owner. 175. The Contractor is responsible far pentode checking of the sydem's operation and adjustment as nmewary. 18. COVER IGETEST Cohan the irrigation system'd completed personal a coveags test In the presence of the Owner mchor his represmtadve, f0 dUmmM If Me watx coverage for ltlanfing and bad m is mmplele and adequate. Fum¢h all materials and perform all park acquired locorecany Mmencomnec. Thistesl shall des accomplished before any ground cover orturf is planted (Onfonel at the discretion of Me Owner) 19. TEMPORARY REPAIRS The Owner reserves the right to make temporary repairs as necessary M keep the irrigation system equipment In opeatng condition. The exercise of this right by the Owner shall not relieve the Contractor of hie responsibilities under the terms all the warranty as therein specified 20. OPERATING;ItlS UCTIONS 20.1. Train the Owners maintenance personnel In the proper operation of all major equipment, including the recommended wlntedicalion procedures. 202. Provide this "Ming at Me G s convenience and at no additional Cast a Me Owner. END OF IRRI ATION SPECIFICATIONS REVIEWEDEDP ARIM Ni BURUNGAMF SLOGriaipa di _rn_ PiE _ BY n5 0 YcV FWE - cpNOSC4pE YOP g2NENXY�6C4 W 63>10 oe m1�i ao O O 2 (r vP n i I Yp pf CA\\Ftia Irneanon mnmlmnt WATER RIGHT DESUIEUN vmS ITE 00 ProjMXame PUBLIC STORAGE TENANT IMPROVEMENT ProhST Ammo 1801 ADRIAN RD. BURLINGAME, CA deeper Public Storage, Inc. 701 Western Avenue Glendale, CA 91201 NO. REVISION DATE 90%PROGRESS & CITYSUBMITfAL 05/22/2020 list PC Resubmittal 10/05/2020 Qp Addendum A 10/12/2020 QAddendum B 10130/2020 2ntl PC Resubmitted 11/04/2020 $Fees Name IRRIGATION SPECIFICATIONS Pro]. MET: PS Orawnln: ARM eh ul tar: fiv SIP rraiea No 20458 sheet Nd L1a05 • pp nQ9�e9� L•3� o%%IV/OA G WQ `W0T 1 • Ip o u ©¢ 00sc.J I •I 1 1 6• w�i �pq.�.•oaEa .'Le. ino•'.i •20 1. GW • • • /I 0o 00 4y ,nor9J��/p 00 • II OGee-* 00 L I'/0u ooQ 4 t .I IiiI�IC'fl4000 o/��, O 11 06,00 0000 I P I®. 006Cox h ® I ��/�---.-,--- EXISTING V-0" --��-� 10' BUILDING I HIGH FENCE SCOPE OF — — — �_-�-, -�— SETBACK !I WORK _, — — — �- EXIT PATH EXISTING PUBLIC UTILITY OF TRAVEL EASEMENT PER BK. 2923 STORAGE russ uisssN To Q EROSION CONTROL NOTE: ALL ER CONTROL ORCUR TS AND < RETENTION BASIN AREFERCIVIL ENGINEER < REFER TO CIVIL ENGINEER GRADING PLAN < LANDSCAPE CONTRACTOR TO COORDINATE WITH THE GRADING CONTRACTOR LOCATIONS < TO ENSURE NO CONFLICTS WITH SITE < DRAINAGE, EROSION CONTROL FACILITIES & PROPOSED DECORATIVE ROCK. t ra EXISTING 1801 ADRIAN ROAD (E) F.F. = 7.35, II�p�ig of°0400 o°© ®� •'n�01®f n V___I ') Gal A6 �IiL+ El IN FAa°` ► it �� II' — — -- — - — - e N >> a y o, Q, :�����o�i��aa.11 :.��._ca�����o����►a�aaa.��.��������a�o���asa EV 7F 9FF F F r F F F F F F. EV �}ySIG-80.. EV EV CXV CAV EV 0 , AM 01 I(E) LANDSCAPE —m—IBIG — I-- I SCOPE OF N I IP tt I i II I Lill ( i I R I I I I II I It l 1 TIN I I I I II II II 0 �. 5 EV I EV / / /+ f / SCOPE OF WORK / / 1 / EXISTING RAILROAD EASEMENT PER BK. 3555 PG 73, ORSMC F / / 10' BUILDING ! / / SETBACK IT /I I I I PLANTING LEGENDS SHRUBS SYMBOL BOTANICAL/COMMON NAME SIZE QUANTITY WUCOLS REMARKS Dasylirion wheeler) 5Gal 5Gal. SGaI 5Gal 5Gal 5 Gal 49 70 JO ZO 65 85 VL L L L L L Desert Spoon ArctpstaphYl is edmundsii'Carmel Sur' i Carmel Sur Manaanita Callistemon'LRtle John' Dwarf Bottle Blush Ceanoth "Bieeler Canyon Blue Mountain Lilac Hesoeraloe Parviflora ® 0 Red Yucca Leumphvllum frutescens'Green Cloud' Green Cloud rexas Ranger G ROD NDCOVER 1,3005.r-. SYMBOL BOTANICAUCOMMON NAME SIZE QUANTITY WUCOLS REMARKS Ba<charns P eon Point SGal 100 L Dwarf Coyo[ rush BIO-RETENTION BASIN 2634 S.F. SYMBOL BOTANICAL/C MMON NAME SIZE !:PACING/QTY WUCOIS Carexturnulic la 1Gal 120 L 0 Berkeley Sedg 0 Cn dopelat mtectoru 1Gal 15 L Cape Rush O ngens )Gal 22 L DeseGrass DeerG O, Juncus Daters'Elks Blue' 1Gal 123 L Elks Blue Rush GROUNDCOVER - 6,500 S.F. SYMBOL DESCRIPTIONI SIZE MEJDecorative Rock Mulch 2"" minus EXISTING TREE LEGEND SYMBOL DESCRIPTION QUANTRY + EXISTING TREETREMAIN EXISTENT IN TREE PEACE 11 W UCOLS NOTE: WUCOLS, WATER USE CLASSIFICATION OF LANDSCAPE SPECIES, IS A UNIVERSITY OF CALIFORNIA COOPERATIVE EXTENSION PUBLICATION AND 15 A GUIDE TO THE WATER NEEDS Of LANDSCAPE PLANTS. PLANTING AREA DRAINAGE NOTE: ALL PLANTING AREA5 TO SLOPE MINIMUM 2%AWAY FROM STRUCTURES AND TERMINATE INTO AN APPROVED DRAINAGE SYSTEM. SEE PRECISE GRADING PLAN PREPARE BY CIVIL ENGINEER. QUANTITIES NOTE: CONTRACTOR TO NOTE THATTHE QUANIIIIES ON LEGEND AND PLANT CAIIDUTS HAVE BEEN PROVIDED FOR QUIIX REFERENCE ONLY. IT IS RECOMMENDED THATTHE CONTRACTOR NOT RELY ON THE ACCURACY OF THESE WANTLES AND PROVIDE THEIR OWN PLANT MATERIAL COUNTS AT THE TIME OF PREPARING BID. ANY D15CREPANCY IN THE PLANT QUANTITIES AND SIZES SHOULD BE BROUGHT TO THE IMMEDIATE ATTENTION OF THE LANDSCAPE ARCHITECT e e e e LANDSCAPE AREA TABLE -INCLUDED AREA AREA AREA PERCENTAGE EXISTING (INCLUDES Existing Basins) 27,191 S.F. 69% .� PROPOSED (INCLUDES ITS area along West Perimeter) 10,504 S.F. 24% EXIT PATH MO -RETENTION BASIN 3,095 S.F. 8% TO PUBLIC OVERALLTOTAL 40,790S.F. low R.O.W. I GENERAL NOTES: 1 1. All Trees within 5' of hardscape to have a 12 deep linear root barrier. 1 2. All non -turf landscape areas to receive a3 layer of shredded organic mulch. Grou ndcover areas to receive 2 layer. 3. All backflows and above ground equipment to be placed at least V from hardscape on flat area. #, All equipment to be screened "in view with plant material. 4. Soil compaction to be no greater than 85% on landscape areas. I,I 5. All finish grades to be 1} below finish surface paving. 2 min, at curb cuts. 1 6. Agronomcal soil testing report to be included in landscape plans. 7. All irrigation emission devices must meet the requirements set In ANSI std. ASABEICC 8022014" EC Landscape Irrigation and Emitter Standard spinkler lledthe the landscape V l of 0.65 or sing tocoldfined must document a dIs[nbuhon uniformity low quarter of 0.65 or higher using the protocol defined distrinklerribution h in ASABE/ICC 8022014 Z8. Irrigation design shall adhere to the city mandated Model Water Landscape Ordinance Q 9. The project shall comply with all applicable codes outlined in Burlingame Municipal Code. to. Refer to civil eng plans for water quality control measures to be Implemented on this project 1 11. Project will be maintained by the property owner AIL 12. The project shall comply with the Rollins Road Zoning Overlay guidelines 13. Bloretent On areas shall comply with Appendix A of the San Mateo Countywide Pollution Prevention Program 14. The project shall implement Bay friendly Landscape Practices on site. 15. All existing trees to be remain and protected in place. REVIEWED BURLINGAME SLDC- OEPARTdENT VEGTON REVIEWEDBV itDATE__ zE0 flflc ? fl �.SHABNAM VW. 11 � No C R83ea 3 31 Rt PmlenN", PUBLIC STORAG TENANT IMPROVEMENT rmleanaere:: 1801 ADRIAN RD. BURLINGAME, CA D Public Storage, Inc 701 Western Avenue Glendale, CA 91201 NO. REVISION DATE 9G%PROGRESS & CINSUBMITTAL 06/22/21 14 PC ResubrolRal 1e/05/21 Addendum A 10/1210 QAddendum B 10/31 ® 2nd PC Resubmlttal 11/01/2r �NamPLANTING PLAN Pm) Me,. xWmity, ma,. O ame,KSP : ForestNe.20458 shoot No. wwwwwwwlw L2901 Noro,t, \ �\V ®1®Ilt`lAlr� a'p%� MEfoul"i"'i'l Scale: NTS 1. CROWN OF SHRUB TO BE PLANTED 1" ABOVE FINISHED GRADE 2. EARTH WATERING BASIN, NO LARGER THAN ROOTBALL 3. ROOTBALL I 4. PREPARED BACKFILL MIX PER SPECIFICATIONS 1 5. PLANTTABLETS, REFER TO SPECIFICATIONS 6. UNDISTURBED SOIL -SCARIFY SIDES AND BOTTOM OF PIT 7. FINISH GRADE 8. EXISTING GRADE 9. 3" LAYER OF MLCHI- REFER TO SPECIFICATIONS FOR ADDITIONAL INFORMATION 10. COVER NEW PLAN LING AREAS WITH STRAW MATTING PER ATTACHED NOTES �li NOTES: A. UP -SLOPE MAXIMUM GRADIENT 1.1 B. COVER NEW PLANTING AREAS WITH STRAW MATTING PER ATTACHED NOTES 1. EDGE OF CURB/EDGE OF PAVING/FACE OF WALL 2. PIANTMATERIAL 1. (2) 3" DIA. x IT LONG UNTREATED, NATURAL WOOD COLOR LODGE POLE STAKES WITH TAPERED DRIVING POINT AND CHAMFERED TOP,FOR 36" BOX OR SMALLER. PLACE STAKES AT RIGHT ANGLE TO PREVAILING WIND OR AS DIRECTED BY LAN DSCAPE ARCHITECT 2. (4) 32" BLACK "CINCH" TIES FROM V.I.T. PRODUCTS, INC. (800)729-1314 3. ROOTIALL CROWN 2" ABOVE FINISH GRADE 4. EARTH WATERING BASIN, NO LARGER THAN ROOTBALL, RAKE OUT AS DIRECTED S. FINISH GRADE 6. UNDISTURBED SOIL, SCARIFY SIDES AND BOTTOM OF PIT 7. BACKFILL MIX PER PLANTING SPECIFICATIONS 8. PLANTING TABLETS PER PLANTING SPECIFICATIONS 9. 3" WN'ER OF MULCH -NOTTO COVER TRUNK OF TREE -REFER TO SPECIFICATIONS �J FOR ADDITIONAL INFORMATION NOTES: A. FOOT TAMP BACKFILL LIGHTLY IN 6"-10" LIFTS B. MAIN LAIN A MIN. V-Cr'RADIUS CLEAR EARI'F AREA AROUND TRUNK IN TURF C. V.I.T. CINCH TIES ARE TO BE ATTACHED TO LODGEPOLE WITH GALVANIZED DECK SCREWS, NO NAILS ALLOWED. Tree Planting and Staking 1. (2) 3" DIA. x 12' LONG UNTREATED, NATURAL WOOD COLOR LODGE POLE STAKES WITH TAPERED DRIVING POINT AND CHAMFERED TOP,FOR 36" BOX OR SMALLER. PLACE STAKES AT RIGHT ANGLE TO PREVAILING WIND OR AS DIRECTED BY IANDSCAPEARCHITECT 2. (4) 32" BLACK "CINCH" TIES FROM V.I.T. PRODUCTS, INC.(800)729-1314 3. ROOTBALL CROWN 2" ABOVE FINISH GRADE 4. EARTH WATERING BASIN, NO LARGER THAN ROOTBALL 5. FINISH GRADE 6. UNDISTURBED SOIL, SCARIFY SIDES AND BOTTOM OF PIT 7. BACKFILL MIX PER PLANTING SPECIFICATIONS 8. PLANTING TABLETS PER PLANTING SPECIFICATIONS 9. EXISTING GRADE 10. 3" LAYER OF MULCH -NOT TO COVER TRUNK OF TREE -REFER TO SPECIFICATIONS FOR ADDITIONAL INFORMATION NOTES: A. FOOT TAMP BACKFILLUGHTLY IN 6"-10" LIFTS B. MAINTAIN AMIN. V-0"RADIUS CLEAR EARTH AREA AROUND TRUNK IN TURF C. V.I.T. CINCH TIES ARE TO BE ATTACHED TO LODGEPOLE WITH GALVANIZED DECK SCREWS, NO NAILS ALLOWED.' D. UP -SLOPE MAXIMUM GRADIENT 1:1 E. COVER NEW PLANTING AREAS WITH STRAW MATTING PER ATTACHED NOTES Plant Spacing (On Grade Only) Slope Tree Planting and Staking p Scale: NTS \ D l Scale: 1/2"=V-0" 0 REFER TO CIVIL ENG. IMPROVEMENT PLANS FOR ALL GRADING, DRAINAGE. AND 1. CROWN OF SHRUB TO BE PLANTED I" EROSION CONTROL MEASURES ABOVE FINISH GRADE 2. EARTH WATERING BASIN, NO LARGER THAN ROOTBALL. 3. FINISH GRADE 4. ROOTBALL 5. PLANT TABLETS, REFER TO SPECIFICATIONS 6. PREPARED BACKFILL MIX PER SPECIFICATIONS 7. UNDISTURBED SOIL, SCARIFY SIDES AND BOTTOM OF PIT 8. 3" LAYER OF MULCH -REFER TO SPECIFICATIONS FOR ADDITIONAL - INFORMATION HOLD GRADE IN, 2" BELOW CURB CUTS TO ALLOW RUN-OFF TO FLOW UrNOBSTRUCTED 1 REVIEWED SURUNGAME 8LD E DEPARTNIE I 8 2 \v-\- 3 B REVIEWED BY DALE f II-, II ILL= 4 Iluu(��ITII '!Iu=1 FF Iu 5 Del C Shrub Planting Scale: NTS P1111CtNanne PUBLIC STORAGE TENANT IMPROVEMENT 1801 ADRIAN RD. BURLINGAME, CA D•"e, Public Storage, Inc. 701 Western Avenue Glendale, CA 91201 NO. REVISION DATE 90%PROGRESS A CITY SUBMITTAL 06/22/2020 10 PC Resubml[[al 10/05/2020 DA Addendum A 10/12/2020 Addendum B 10/30/2020 2nd PC Resubnn ttal 11/00/2020 shay N,me PLANTING DETAILS Pmj.M . PS ,"by. FDa, Do Checed by: 5V y PProject N,. 20458 L2002 %m Use: M3P11-03 LANDSCAPE PLANTING SPECIFICATIONS Note: The general and specific conditions of these specifications are an integral part of the landscape construction documents and must be Complied with. I. GENERAL A. SCOPE Of WORK Furnish all later, materials, equipment and services necessary to provide all landscape planting as shown on the drawings and specified. OUAUTIPASSURANCE 1. Source Quality Control a. Submit documentation that all plant material has been ordered to least five days prior to start of work under this Section. Arrange procedure for inspection of plant material with Ardlaect at time of submission. b. Plants shall be Subject to Inspection and approval of Architect at place of growth upon delivery for conformity to specifications. Such approval shall not impal the right of Inspection and rejection during progress of the work. Submit written request for inspection of plant material of plants to be fmcected at this time iff in his judgment, a sufficient quantity of plants is not available for inspection. c. The Landscape Architect and Owner have contractually agreed to notify the landscape Contractor that he will be responsible far financial reimbursement to the Landscape Architect for Additional and unanticipated time and materials required to organize, re -design, reinspect or to do whatever is required to guide a substandard installation or one which is not within substantial conformance to the Plans and Spedflcations back to an acceptable Installation. Said reimbursement will in the form of a charge to the Contractor from the Owner. C. SUBMITTALS Certificate of Inspection of plant material by State or Federal Authority D. PRODUCT DELIVERY, STORAGE AND HANDLING 1. Delivery aAeOver fertilizer to site In original, unopened containers bearing manufacNreh guaranteed chemical analysis, name, trademark and conformance to State law. b. Deliver plants with legible Identification labels. (1) Label trees, evergreens, bundles of containers of like shrubs or groun saver plant.. (2) StateCorrect plant name and size indoted an plant list. (3) Use durable, waterproof labels with water-resumant ink which will remain legible for at east 60 days. V Parrett material during delivery w prevent damage to rootball or desiccation of leaves d.The contractor shall notify the landscape inspector Four days in advance delivery of all plant materials and shall submit an Itemized list of plants in each delivery. 2. Pruning At no time Shall me tree or plant materials be pruned, Trimmed or copped prior to delivery, and alteration of their shape shall be conducted only what the approval of the landscape Architect. 3. Right of Inspection The landscape Ardmett reserves the right to approve or reject at any time upon delivery or during the work any Or all plant material regarding size, variety or condition. 4. Soils Test TWO copies Of soils tests performed by an approved agronomic sole testing laboratory shall be submitted with plans. All soil samples shall be taken in the field by qualified soils technician and submitted with plans to leading labs unless prior approval for alternative procedures is given by the City Engineer Tests shall include a fertility and suitability analysis with written recommendations. Contractor shall comply with recommendations given for soil amendments, plant material selections and irrigation equipment. S.Storage a. Store plant material in shade and protect from weather. le Maintain and prarmt plant material not to be planted within four hours. 6. Handling a. Do not drop plant material he Do not pick up container plant material by stems or trunks E. IOBCONDITION5 1, Planting Perform actual planting only when weather and are Conditions are suitable in accordance with [easily accepted prucam. 2. Scheduling Install trees, shrubs and liner stock plant material before hydraulic seeded lawn areas are Installed. F. SAMPLES AND TESTS 1, The Landscape Architect reserves the right to Duke and analyze samples of materials for conformity to specifications at any time. Contractor shall furnish samples upon request by Landscape Architect. Rejected materials shall be Immediately removed from me saw and premises at Contractor's expense. Cost i f testing of materials not meeting specifications shall be paid by Contactor. 2. Agricultural Suitability ofthe soil shall be determined by a vedentialed soil science laboratory. The labomtory shall prepare a written report on the soil testing which shall include a detailed description of test results along with recommendations for backfill and surface soil amendments. The contractor shall be responsible for the testing and Fair following the recommendation of the agronomic solid report. 3. Agricultural suitability analysis of soil. a. Must include pH measurement in the Saturation Extract, Electrical Conductivity of the saturation extract and Sodium Adsorption Ratio of the saturation extract. The approved procedures are the following: ON Method 21 Saturation Extract Method 2 Methods of the United $Mies Salinity Laboratory w published in the Agricultural Handbook Number 60 entitled Diagnosis and Improvement Msallne and Alkali Wile. b. The following nutrients and elements must be determined with an American Society of Agronomy or Soil Science Society of America approved extraction method interpretation data must be given thing concentrations which are Considered to be low, medium and high: boron, calcium, copper, Iron, magnesium, manganese , molybdenum, phosphorus, potassium, sodium, sulfur, and zinc ft) The approved methods are those all by the Ceuncil On Soil Testing and Plant Analysis and those methods currently published by Sell Science Soclety of America manuals, Communications In Sell Science and Plant Analysis, Soil Science and Sail Science Society of America lcurnal. Approved methods for phosphorus are Bray PI, Bray P2, Olsen R DTPA, ammonium , and ammonium bfmftnaRDTPA. Approved methods for boron are hot Water extract and ammonium biarmnate-oTPA extract. C. The saturation extract must be analyzed for calcium, magnesium, sodium, boron, chloride, phosphorus, nitrate and sulfate. d.The following have metals must be measured by the DTPA extract: aluminum, humid, cadmium, chromium, cobalt, lead, lithium, nickel, selenium, silver, strontium, tin and vanadium. sense presence of calcium carbonate and/or magnesium carbonate must be determined. f Soil Texture (gavel, sand, slit and clay) must be determined Determine organic matter content by the measurement of organic carbon. The quality of the organic matter shall be determined by measuring organic carbon and total nitrogen. g. Interpretation anutritional deficiencies or excesses and potential toxicities must be given. h. Determine the following by methods approved by the American Society of Agronomy as published In the Methods of Soil Analysis, methods of the United States Salinity Laboratory as published en the Agdcul rral Handbook Number 60 entitled "Diagnosis and Improvement of Saline and Alkali Soils,"mot bulk denary of dolls by the method published in Sail Science, vol 155, 325-330(1993): Exchangeable Ammonium cation Base Saturation Cation Exchange Capacity Water Infiltration Rate Method Bob of Agricultural Handbook Number 60 I. If required for more complete soil characterization, determine the following by methods approved by the American Society of Agronomy as published in Me Methods of SetI Andmis,Methods of the United States Salinity Libormory as published in fie Agricultural Handbook Number 60 entitled "Diagnosis and Improvement of Saline and Alkali Soils," and bulk density of clods by the method published in Soil Science, vol 155, 325-330 (19i Carbonates Measurement Soil Bulk Density (Com action) 3. Elemental determinations to made according to methods approved by the EPA or by the American Society of Agronomy a.Optional- Grove h Test for Toxic Constituents and/or Poor Physical Properties 1. Grow a slot plant species and a mosi species with and without activated charcoal. Measure yield and percent of germination for all ireatanamo. Report conclusions and findings. G. GUARANTEE AND REPLACEMENTS 1. Guarantee An plant material installed under the Contract shall be guaranteed against any and all poor, inadequate or inferior materials and/or workmanship For a owned of one year (trees) or 6 months (shrubs) after date of acceptance by Owner. Any plant found to be dead or In poor Condition due to faulty materials or workmanship, as determined by the Landscape,lahhect shall be replaced by the Contactor at his expense. 2. Replacement Any materials found to be dead, missing or in poor Ion during the. e4ab[shment period shall be replaced immediately. The Landscape Architeq or , his/herconsuntants shall bethe sole judge as tome condition ormatedal Materialto be replaced within the guarantee period shall be replaced by the owerm orwithin 15 I days,awrltten notification by the Owner. II. PRODUCT A. GENERAL The Brunei agreed soil amendments and fertilizer are to be used forbid price basis only. Specific amendments and fertilizerspec'dicatlons will he made after grading operations are complete and soll Samples are tested by Owner. All materials shall be of standard, approved and first -grade quality and shall but in prime condition when installed and accepted Any commercially processed or packaged mated shall be deliveredto the sure In the original, mopened container bzzaring the ountainou's guaranteed arralyeais. Cantractor Shall supply Landscape Manual win a sample of all supplied materials accompanied by analytical data from an approved laboratory source illustrating Compliance or bearing the manufacturers guaranteed analysis. B. SPECIFIC 1. Suits ble Import, Borrow Topsoil or Reclaimed shill a. General -Topsail shall be free of roots, cods, Stones larger than 1 inch in the greatest dimension, pockets of shadow Sand, noxious weeds, St case lumber, brush and Omer litter. It shall not be Infested with nematodes or other undesirable disewecausing organisms such as insects and plant pathogens. (1) To mail shall be friable and have sufficient Someone in Omer to give good health and aeration rethe soiLA. Gredwion limits - mil shall boa sandy loam, loam, or day loam. The de0nhiml of Boll texture shall be the USDA classification scheme. Gravel over X-inch in diameter shall be less than Eger by weight. I c Permeability Fate- Hydraulic conductivity rate shall he not less than one Inch per hour nor more from 20 inches per hour when tested in ac denre with the USDA Handbook Number 60, method Bob or other approved methods. d Fertility -The range of the essential elemental concentration in soil shall be as follows: Ammonium Bicerbonate/DTPA Ert uion parts per million(mglkilowam) rlU weight basis phosphorus 2-40 potassium 40-220 mmn 2-35 manganese 03-6 zinc 0.6-8 rapper 0.1-5 baron 0.2-1 magnesium 50-150 sodium 0-100 sulfur 25-500 molybdenum TI-2 Soil may need to be amended and conditioned to optimize plant growth. The above listed fertility 6 for mil selection. Concentration Of nutrients for final acceptance Ammonium Bim&onate/DTPA Ex Uion parts per million (ing/kilogram dry weight basis phosphorus 10-RD irotassium 100-220 24, 35 manganese 0.6-6 zinc 1-8 Copper 0.3-5 boron 0.2-1 magnesium 50-150 Sodium 0-100 sulfur 25-500 molybdenum 0.1-2 e. Addiry-The soil pH range measured In the saturation extant (Method 21m, USDA Handbook Number 60)shall be 5.0-7.9. 1`. Salinity -The salinity range measured In the saturation extract (Method 3a, USDA Handbook Number 60) shall be 0.5-2.5 all g. Chloride -The maximum concentration asoluble chloride in the samatfon extract (Method Ed, USDA Handbook Number 60) shall be 150 mg/I (pans per million). b.goron The maximum concentration of Soluble boron in the saturation extract (Method Be, USDA Handbook Number W) shall the 1 mg/I (parts per million). 1 Sodium Adsorption Ratio DAIN-The maximum SAR shall be 3 measured per Method 20b, USDA Handbook Number 60. 1. Aluminum -Available aluminum measured with the Ammonium I icarbonswoUTPA Extraction shall be less than 3 parts per million. k. Soil Organic Matter foment -Sufficient mil organic matter shall be present to impart good myncel soil properties but not be excessive t0 cause toxicity or cause excessive reduction In the volume of soil due to decomposition of organic matter. The desirable range Is 3%to 5%. The asrbo mitrogen ratio should be about 30. A high carbonautrogen ratio can indicate the presence of hydrocarbon or non humified organic matter. L Calcium Carbonate Content- Free calcium carbonate (limestone) shall nw be present for acid -loving plants. m. Healy Metals- The maximum permissible elemental concentration in the soil shall not exceed the following concentrations: Ammonium Bicarbonate/DTPAExtractionparts per million (mg/kilogram) dry weight basis arsenic 1 cadmium 1 chromium 10 cobalt 2 lead 30 mercury 1 nickel 5 selenium 3 silver 0.5 vanadium 3 (11 Ifthe soil pH is between 6 and 7, the maximum permissible elemental concentration Shall be reduced 50%. If the soil pH Is less than 6.0, the maximum permissible elemental concentration shall be reduced 75%. No more than three metals shall be present at 50%or more of Fire above values. (2) Phyrotheicconortuent, herbicides, hydrocarbons etc -Germination and growth of repeaters and dlmts shall not be restricted more than 10%compared to the reference soil. Total petroleum hydrocarbons shall not exceed 5o mg/kg dry of measured per the modified EPA Method No. 8015. Total aromatic volatile organic hydrocarbons (benzene, toluene, Attend and whylbenzene) shall not exceed 0.5 mg/kg dry soil measured per EPA Methods No. SOM i Soil Conditioners and Fewlmers a. Soil Conditioner With Fertilizer included shall consist of organic materials comprised of decomposed animal and vegetable matter and composted to Support bacterial cultures. Sell conditions shall be "Grow -Power Plus' or approved equal, and shall conform to the followinganab is. (1) Particle Size: 631/2%through last Screen pH: 4.5 to 4.7 (2) Organic Content Humus-50%;Humic AcWd l5 (Nate: Poultry, animal or human waste a rim acceptable. Seethe definition of Humus in Western Fertilizer Handbook, Fifth Edition.) (3) Chemical Analysts: -Ammonic Nitrogen 1.00% (derived from ammonium phosphate) -Organic Nitrogen 4.00 % (derived from compost, meat meal and urea) -Tool Nitrogen songs, Available phosphoric Acid 3.00% (derived from compost, meat meal and dommonium phosphate) -Soluble Potash I N% (derived from compact and Mortara i f Potash) con 1.00% (derived from iron sulfate) -2inC0.05% (denved from zinc sulfate) -Manganese 0.05% (derived from manganese sulfate) (1) Soil Penetrant: Most Naphthalene -Sodium Sultanate 2.001s, (2) Materials shall be mixed thoroughly and bagged in SO or 8o ha bags. b. Organic Soil Amendments shall be derived from Redwood, Fir or Cedar wood bark, granular In nature, stabilized with nitrogen and having the fallowing properties. (1) Particle Size: minimum 955 passing4 mesh Screen (BRA MM standard sieve); minimum suns Missing 8 mesh screen (2.33 MM standard sieve) (2) Nitrogen Cantenti 0.5% based on drywelght for redwood sawdust; 0.7%tried on dry weight for Fir sawdust 1.0%based on dry weight Our Fir or pine. (3) Salinity: Saturation e ma conduWVPl shall not exceed 3.5 milimboS/ cemimeter at 25 degrees cenagadd (4) Organic Content: Minimum 90%weight c Minerals (1) Soil Sulfur SH: as required from Soflreport (2) Ferrous Sulfate: as meR111c 20%as required from soil report (3) Agricultural Gypsum(CaSO42Hpi as required from soil report (4) lime (Can): as captured from soil report d. a mod Shavings shall be leeched e. Pre -Plant Commercin[ Fertilizer shall he nitrogen-SOrtlfed and have uniform In composition, free flowing suitable for application with approved equipment and delivered to the project Site In unopened, original Container Or package, each bearing the manufacturers statement of guaranteed analysis and shall contain the minimum available percentage by weight of plant food as spetined in die approved agronomic soils report. f Planting Tablets (1) slaw -release Cape,mntaining the following percentages of nutrients by Weight:20% nbfogen; 109%phosphoric acid; 5%potash (2) 31 gram tablets as manufactured by Agri arm or approved equal, applied per manufacturers instructions (3) Subsudace Root Barrier- Root harder Incorporated into Street tree planting for the purpose of long-term root Control shall be prefabricated, manufactured of high impact, polyethylene as manufactured by Deep Root Corporation orapproved equal 4. Plant Material a.Plano shall be in accordance with the CelifOrma State Department of Agriculture s regulation ton nursery inspections, Plumage! ratings. All phr shall have a normal habit of growth and shall be sound healthy, vigorous and free of insect infestations, plant diseases, stormily, fresh abrasions Of the bark excessive abrasions or other objectionable disfigurements. Tree trunks shall be sturdy and well"hardened" off. All plants shall have no rmally well developed branch Systems and vigorous and flbemus root systems which are not row or pot-bound In the event of disagreement as to condition of row system, the root Conditions of the plants furnished by the Contractor in containers will be determined by removal of earth from the roots of not less than two planes, or more than two percent of the total number Of plants of species Or variety. Where conrainergmwn plants are from severs? sources, the roots arm less than two plants be inspected. In case the sample plants Inspected are found to be defective, the Landscape Architect is the sole judge as to acceptability. Any plants rendered unsuitable for planting because of this inspection will be considered as Samples and will be provided at the expense i f the Contractor. to The size Of the plants will correspond with that normally expected for species and variety of Commercially available nursery Stack or as specified in the Special Conditions, drawings or details. The minimum comparable size of all plants, measured before pruning with the branches in normal position, shall conform with the measurements, ITany, specified On the drawings in the list of plants to be furnished Plants larger in size than specified may be used with the approval of the landscape Architect. If the use of larger plant Is approved the ball of earth Or spread of roots for each plant will be increased proportionately. c. All Plants not to the requirements herein specified shall be considered defective and such plants, whether in place or not, shall be removed from the site of work and replaced with new plants at the Contractor's expense. The plants shall be of the species, variety, size and Condition specified when Or as shown an the drawings. Under no Conditions will mere by any subrizati on of plants, except with the expressed concept of the Landscape Architect and City landscape Inspector. di no time shall trees or plant material be pruned, trimmed or topped prior to delivery, and any alti ation of their shape shall be Conducted only with the approval and when in the presence of the Landscape Architect and as noted on the Planting Specifications Regard material shall be true to botanical and common name and variety as specified in "A Checklist of woody Ornamental Plants In California;' Manual 32 published by the University a California School of Agriculture(1963). 5. Nursery -Grown and Collected Stock a. Grown under climatic conditions similar to those In locality, of project. b.Contalner-Brown stock in vigorous, healthy condition; no root bound plant Or plants with mot system hardened off c. Substitute plant material will not be permitted unless specifically approved In writing by the Architect. 6. Tree Staking Material a SDukesforlaree Support (1) Full length, lodge pole, pine stakes, treated with copper naphthanate (2) Minimum nominal size: P'in diameter xl2'long and pointed at one end (adjusted length tofit tree) bliose and Wire Ties (1) Galvanized wire with cinch tie: Wire shall be zinc -coated iron, 10-aauge minimum and solid core. (2) All" are to beflagged. NinetypercentWm length faro be covered. Whin Peat 114 inch diameter tube Covering shall be used. T. Bark Chips Bark chips shall be regular,ground, redwood or fir bark, consisting of 1/2"to 3/4"(acorn size) chips. Prior to deliveryto the site, the Contractor shall submit samples to the City Landscape Inspector for approval S. Erosion Control Matting Erosion control matdngshall be of open weave, furnished in rolled strips asmilowsat shall be approximately 225 feet long wi@ a width wog inches plus or minus one inch and an approximate one (1) inch square mesh, Fabric shall everaae.4 pounds per linear foot. The erosion control matting shall be manufactured from loosely twisted jure yarn not varying in thickness by more than one-half its normal diameter, equal in quality to "Ludlow Soil Samurai Or approved equal. Staples far erosion mmrol shall bell gauge Steel When bent In a U shape six inches minimum length and one inch wide. Wetting Agentto be 95%alkyl PolyethNew glycol ether such as "Commercial Water In" or approved equal 9. Seed All seed used for lawn planting Or erasion control planting or Far any Other masons specified in the plans shall be labeled and furnished In sealed, standard containers with duplicate signed copies a C statement from the vendor, certifying that each container of seed delivered is fully -labeled in accordance with the Comrade State Agriculture Code. Seed which has become we, moldy or otherwise damaged in transit Or storage will not be accepted. 10. Sod Said shall be fully rrwmre, well maintained, ofthe grass vaNety specifiod, fide of all Other grasses or weeds and shall be evenly cut with a Conventional sod cutting machine to a thickness of 1-1/2 inches. All material shall be from the same growing ground and delivered fresh to the job site. If, after insDullatlo , any areas of sod die or became brown, these areas are to be replaced with sod immediately. Replacement sod is to match original. 11. Hydremulching a. Woad Cellulose Mulch shall be calm, natural, wood Cellulose fiber. Natural wood cellulose fiber shall be processed in such a manner that it will Contain no growth or germinationl be shall bma ufactu ed n such a manner that after each ed green to addition cilitate nd agitation materials. slurry tanks with fertilizer, seed water and Other approved additives, the fibers In the material will become uniformly suspended to Farm a homogeneous slurry and that when hydraulically spayed on the ground cover impregnated uniformly web seed; which after application, will allow the absorption of moisture and will allow rainfall to percolate to the underlying soil le Fertilizer shall Consist of organic materiels comprised of decomposed animal and vegetable matter and composted to support bacterial cultures. Fertilizer shall be "Gro-Power" Or approved equal. c Soil Binder: Terra Tack III or approved equal it Humectant: HL-80 Humectant or approved equal 12. Equipment Hydraulic equipment used for the application of slurry shall have a bull[ -in agitation system with an operating capacity sufficient to agitate, suspend and homogeneously mix above slurry. Distribution lines shall be large enough to prevent Stoppage and to provide even distribution of the slurry over the ground. In Order tof nci ftam proper coverage, the pump music he Capable ofexe sting up to 250 all at the nozzle. The slurry tanks shall have a minimum opacity of 1,500 gallons and shall be mounted on a traveling unit which will place the slurry tank and spray nozzles within sufficient proximity to the areas to be seeded so as to provide uniform distribution without waste. 13. Weed Abatement Program The herbicide "Round -Up" or approved equal shall be used for slope/ planting areas. See Sections III-D-2 and III-D-T for guidelines for paper application procedures. 14. Miscellaneous Materials sand -washed river sand or equal b. post emergent weed killer: "Round Up" c tree wound wintasapproved III, EXECUTION A INSPECTION Verify that final Besides have been established poor to beginning planting operations. Impact trees, shrubs, and material for Injury and Insect infestation, and Inspect trees and shrubs for improper pruning. Do not begin planting trees until deficiencies are corrected or plants replaced. B. PREPARATION Stake out locations for plants and outline of planting beds on ground. Do gar begin excavation until plant locations and plant beds are acceptable t0 Architect. The imption System shall have been installed and approved priorto soil preparation. C. INSTALLATION 1. Excavation of Planting a.Shape (1) Vertical sides and flat bottom (2) Plant pits to be square for tux material, cfrculartor Canned material. b.Size All trees shall have planted pits dug twice the diameter and to the depth of the root ball. Backfill around the football with prepared backfill mix Refer to planting Details me specific method. 1 2. Preparation of Planting Areas a. After approximate finished grades have been established, soil shall be conditioned and fertilized in the following manner.Nitrogen-stabilized organic amendment and I I ammonium phosphate shall atthe following rates, be uniformly spread and cultivated thoroughly by means of mechanical tiller into top 6" of soil. (1) Nitrogen Stabilized Organic Amendment 4 Be, yards/1,000 sq. ft (2) Ammonium Phosphate GL20-20:151bs./5,000 sel fit. (3) 150 go. Agriculture Gypsum l 1,0100 sq, ft. b. All soil area shall be compacted and settled by application of heavy Irrigation to a minimum depth of twelve inches. V At tree of planting, the rot two inches of toff areas to be sodded or Beetled shall befree I of stones, stumps or other deleterious matter l" in diameter or larger. In grounicover I I areas, the top two inches shall he free of stones, stumps or other deleterious matter 2-imch diameter or larger. All planting areas shall be free from all wire, plaster or similar objects. 3. Final Grades a. After the foregoing specified deep wearing, minimum modifications to grade may be required to establish the final grade. These areas shall not he worked until the moisture I Content has been re4nted to a pant where Adding it will not estroy soil structure. b. Finish grading shall Insure power drainage elf the she. c. All areas shall be graded so that the final grades will be 1" below adjacent paved areas, sidewalks, valves boxes, headers, cieae un,drains, manholes, rem. In turf areas, and 2" below in groundcover areas. d.Somyce drainage shall be away from all building foundations. e. EIIinmore all erosion scars. f Planting areas receiving sod shall sustain a finish grade of a depth that installed sod shall be i flush with finish surfrom evalks, paved areas, ei BE All planting areas shall have a finish grade conforming to approved plans and specifications after full settlement has occurred. 4. Dispose of unacceptable or unused excess mil off site and premises. D. PIANDNG INSTALLATION 1. General a.Acmal planting shall be panment during mom penises when weather and sail mndidor¢ aresurtableand in accordance with hacanyaccepted practice, as approved bythe Landscape Architect. o Only as many plants as can be planted and watered on that same day Shall be distributed in a planting area. In extreme heat, plants shall be watered immediately after planting. c. Containers shall be opened and plants shall be removed in such a manner that the ball of earth surrounding the roots Is not broken, and they shall be planted and watered as herein specified immediately after removal from the containers. Containers shall gar be opened priorto placing the plans in the planting area. 2. Weed Control: After soil preparation and establishment of final grades prior to any planting,the I Contactor shall irrigate thoroughly for a period of Lime, two to three weeks or until the weed Seeds have gennirmted. When there is sufficient weed Send germination, the Contactor shall araplya post emergent contact weed killer according to the directions of the manufacturer. The Ors m actor shall then wait an additional two weeks to allow the weed killer to dissipwe, then plant as indicated in the plans and spec tions. Cowmmor shall remove any residual I I foliage and/or roots. 3. layout of Major Plantings Loatiens for plants and outlines of areas to be planted shall be marked on the ground by the mntmaor before any plant pits are dug. All such Imaging no shall ke approved by the landscape Architect. If an underground construction or utility line is encountered in the excavation of planting areas, other locations may be selected by the landscape Architect. 4. Planting ofTnees and Shrubs a. Excavation for planting shall include the stripping and slacking of all acceptable topsail encountered within the areas to be excavated for trenches, tree holes, plants pits and planting beds. b.Can Removal ill Cut oils on two sides with an acceptable can cutter (2) Do not injure root ball (3) Dkenwcwransveithaspadeorexe. (4) Carefully remove plants without injury or damage to row ball. (5) After removing plant, superficially cut edge -roots with knife on three sides. c. Box Removal (11 Remove bottom of plant boxes before plansng (2) remove sides of box without damage to rootball after positioning plant and partially backr all excavated holes shall have vertical sides with roughened surfaces and shall be of a size that is at least two times me width and one and the depth of the original plant container. The holes shall be, in all cases, large enough to permit handling and planting, without Injury or breakage to the roots or root ball. Refer t0 Standard Planting Deals. aEwavaled holes for slope plantings shall be dug two times Original plant container width, providing a permanent6 inch berm around plant ph. F. Protect all areas from excessive compaction when trucking plants or Other material to the planting site: g Center plant in pit or trench. h. Fare plants with fullest growth into prevailing wind. See plant plumb and hold rigidly In position until soil has been tamped Firmly around ball or roots. Container plants shall be backfilled with: -8 parts by volume on -site topsoil -2 parts by volume organic amendment 6-20-20 fertilizer mix as per chart below: - lgallon 1handful 5 gallon 2handfuls 15 gallon 3handfuls 18"box 4handfuls 24"box 5handfuls 30" box 6handfuls 36" box 7 handfuls 42"box 8handfuls 48"box 9handfuls Bar box SO handfuls I- I handful approximately equals" ounces) I. All plants which Settle deeper than Specified above shall he raised to the correct level. After the plant has been placed, additional backfill shall be added to the hole to cover approximately one half of the height of the root ball. At this Stage, water shall be added to the top Fothe partly filled hole to thoroughly saturate the root ball and adjacent sail. j. Excess soil generated from the planting holes may be distributed on the site and amended as specified in general soil preparation. k. Hand place plants which are in containers less than one gallon in size I. Hand backfill and hand tamp, leaving slight depression around bases of plains. in Planting tablets shall beset with each plant on the top of the root ball while the plants bre still in their containers So the required number Of tablets to be used In each hole can e easily verified. n. After the Water has completely drained, planting tablets shall be placed as indicated per container size below: lgallon Itablet 5 gallon 2tableo 15 gallon 3tablets 18"box 4tablets 24"box 5tablets 30"box 6tablets 36"box 7tablets 42"box Starlets 4W box 9tablets 60" box 10 tablets Anne remainder of the hole shall be backfilled go After Mckfilling, an earthen basin shall be consvucted around each plant. Each basin shall be of a depth suffaientto hold at least two Inches of water. Basins shall be of a size suitable for the Individual plant. In no case shall the basin for a fifteen -gallon plant be less than four feet In diameter, for a five gallon plant less than three feet in Charcoal and for a one -gallon plant less than less than two feet in diameter. The basins shall be mnstructetl of amended backfill materials. q. Pruning shall be limited to the minimum necessary to remove injured twigs and branches and to compensate for loss of roots during transplanting, but never to exceed one-third of the banchfng structure. Upon approval of me landscape Architect, pruning my not be dune ball delivery of plant but net before plants have been inspe and approved. Cuts over 3/4" in diameter shall be painted with tree seal c 5taking and Guying (1) Staking of Al trees shall confirm to three staking and free guying details. (2) Tree stakes shall be straight -grained, lodge pole pine. Stakes shall be bee from knots, checks, splits or dsfigwements. Guy as Indicated Immediately after planting, using three guys per tree, guys placed as to five equal support to tree from any tlirectlon. Install a ruing one on each guy. Protect bah of time by connecting wire Vim 'Cinch -Vie'. Anchor guy wires with "deadmen" buried at least 2 feet below finish grade. Tighten gainers to a firm tension. Install additional guys should tree growth be such that three guy wires do not give required equal support from all tlirectlon. s Vine Planting Vines shall M1ave wood Stake support removed without damage to plan and the vine trained upon the adjacent ports and walls as directed by the plan or Landscape Architect. Vines shall be held to posts and Overheads by plastic green ribbon ("Heavy duty") and eye bolts, not nails, as directed by the landscape Architect or details. I. Where street trees occur within wiewells or are atljacept to a suldoom alamountof pave Iemulate l planter box ("Deep0.00t" or approved equal) shell be used. Box shallbe u. Location for street Cases adjacent to any light standards or utility equipment shall be adjusted to maintain a suitable deprecate, as approved by the City landscape Architect. S. Planting of Ground Covers a. Ground cover plants shall be grown In flats or peat pots or taken as Couples, as indicated on me plans. Flat grown piano (rooted m MS) shall remain in those Boo until transplanting. The flat's soil shall contain sufficient moisture that h will riot Pall apart when lifting the plants. If plants from peat pros are used, the pots shall be promoted at all times prior to planting to prevent unnecessary drying of the root ball b. Ground rover shall be planned in straight rows and evenly spaced, unless otherwise noted at intervals called called out in Due drawmgs. Triangular spacing shall perused unless otherwise noted in the drawings. c. Each roared plant shall be planted with its proportionate amount of Flegsoil or in a peat pot in a manner that Wil insure minimum urbance of me mot sanswer but shall depth be less than two codes. To amvotin no Case drying out maestri be immediately sprinkiered after planting unto the entire area Is soaked to!the full depth of each hole, unless otherwise noted on the drawings. d.fare shall be exercised at all times to protect the plants after planting. My damage to plants by tramping or other operations of the Contactor shall be repaired immediately A Erosion Control a. Erosion control installation will be required in locations specifically delipeated on the drawings or as necessary due to field conditions. b.5urface of the slopes shall be uniformly smooth and even, with all debris and rocks raked out. The soil shall be sufficiently moist to permit the firm laying of erosion Control matting and to prevent sloughing of topsoil. c. The erosion control matting shall be laid with the direction of flow of surface drainage and in accordance with the manufacturer's directions. The matting shall he Cut to provide a visually pleasing shape. d. The matting shall be stapled in place and firmly embedded by means of tamping or rolling s approved by the Landscape Architect to insure that the matting is In contact with the soil and that no erasion can take platy under the matting. e. Plantingoftuq ground rovers, shrubs and/or vines may has required in area protected by erosion control matting as specified in the plans was becomes necessary. E. CLEAN-UP Affair all planting operations have been Completed remove all trash, excess Saill amity plant containers and rubbish from the property. All word, miss or Mbar marks in the: ground caused by this work shall be repaired and the ground left in a neat and orderly Command throughout the site. Clean-up Contractor shall pick-up all trash resulting from tbis work no less Frequently than each Friday before leaving the site, once a week anchor the last working day of each week. All trash shall be removed Completely from the site,The Contractor shall leave the site area broom -clean and shall wash down all paved areas within the Contract area, leaving the premises in a clean Condition. The Contractor shall arrange Bar ofrsite disposal of surplus soil and shall, upon request furnish the City or County'¢ authorized representative with the disposal site Owners written Consent I I F. INSPECTIONS Normal progress inspections shall be requested by the Contractor from the Landscape Architect at least days In advance of an anticipated Inspection. Inspections are required as follows: 1, upon the completion of fine grading 2, upon the completion a soil conditioning 3. prior to application of postcemergem weed killers 4. pre Or portTielivery a all plant material 5, upon the completion of major plant layout 6. at tree- Shaking example prior to deadline LANDSCAPE MAINTENANCE GENERAL REQUIREMENTS I. Scope of Work Work specified in this Section furnish all labor,matedal, equipment and services required to maintain the landscape in an attractive Condition as specified herein tors period cf mwW (90) days after final acceptance by Owner. J. Quality Assurance The Comment representative shall be experienced in landscaping maintenance and shall have received an education in ornamental. k. Maintenance Period The Contractor shall continuously maintain all areas Involved in this Contract during the progress of the Work and the maintenance period until final acceptance of the work by the owner. Improper maintenance or possible Par condition Of any planting at the termination of the scheduled maintenance period may cause postponement of the final completion date of the Contract. Maintenance shall be coined by the Contractor until Work is acceptable. Maintenance Period shall not start until all elements of construction, planting and hrigator for the entire project are in accordance with Plans and Specifications. The Contractor shall request an inspection to begin the maintenance period after all flaming and related work has been completed in accordance with the Cor adocuments. A prime requirement Is that all lawn areas shall show an even, healthy Shrand of grass seedlings or sod, either OF which shall have been mown twice. If such criteria is met to the satisfaction of the landscape Architect, a field notification will be issued to the Contractor to establish the effective beginning date of Blue ma imenappe period. Any day when the Contractor fails to adequately maintain plantings, replace unsuitable plants or do weed control or whet work, as determined necessary by the Landscape Architect, will not be credited as a maintenance period working days. The maintenance period will be extended if the provisions required the plans and specifications are not filled 1. EMERGENCY NUMBERS (1) The Contractor shall provide and fromaln a current lirtof emergencytelephone umbers for 24hour emergency response. (2) The Contractor shall Initiate remedial nation within two hours from the time of K. PROTECTION OF EXISTING FACILITIES AND STRUCTURES The Contractor shall exercise due ore in protecting from damage all existing Pacewes, structures and utilities both above and below surface on the Ciry/ Owners property. Any damage to Gry's/ Owner'a property deemed to be Caused by the Contractor's responsibility to verify and locate any underground systems (i.e., utility line). This does not release the Contractor farm the responsibility working reasonable precautions when working In these areas. Any damage or problems shall be reported Immediately to the City/ Owner's representative. L PROJECT INSPECTIONS Upon requeSh the Contractor m M1is representative will walk the project with the Cry/ Owner s representative for the purpose of determining Compliance with the specifications. M. TREE PROTECTION The Contractorshall provide tree protection measures that conform to ISA guidelines for existing trees. Public ketirlimnA I Praien Name PUBLIC STORAGE TENANT IMPROVEMENT P rater[Add res 1801 ADRIAN RD. BURLINGAME, CA owner Public Storage, Inc 701 Western Avenue Glendale, CA 91201 DATE sheet name LANDSCAPE SPECIFICATIONS ism m®.: m err RX marked by: rer Annuaertxn. 20458 sneer, No. L2,03 Plot ore. ,so 63 B5. DT F; 6- J 31W-95/W 5 A DWG'S FOR IN -FILL SUPPORT OF THISAREA 6" II PROJECT NORTH �C1 SECOND FLOOR )DEMOLITION PLAN I SCALE: 1/16•=1'.0• g 44 Ds/B 90�/4" INFILL YI�I 9 �\ 11,3019 1 18 9 i L IEI R — 1] 19 TYR N N is 9 1 BI —�z TYP. s . TO BE 5 RELOCATE IEI ELECT CTO _ Il4J q „ n REFER TO W$TRUR y$ II III OG'SFORIN-FILL B 1 SUPPORT OF THIS AREA 12� AT r g I N i OFr � (V8 I 9 1 1❑ w DEMO WALL LEGEND I SCALE: N.T-S. EXISTING MITUPWAGS TO REMAIN EXISQNGCMU WALLSTO REMAIN EXISTING3 HOUR RATED CMUWAUSTOREWUN WAUSTOBEDEMOUSHED S — DUEUTOONS OF NEW CMNU BFARTO BNG WALLS HEOQ DEMOLITION NOTES: 1. IN AREAS WITH DEMOLITION WORK, REFORM SPECS. FORADDITIONAL INFORMATION, AS WELLAS OTHER SHEETS WITHIN THESE CONTRACT DOCUMENTS. 2. WHEN DEMOLISHINGAN ITEM,REMOVE pLLASSOOATmFROAX(Ie- STRAPS, FASTENERS, HANGERS, WIRES, CLAMPS, ETC, TYPICAL 3. DEMOLISH ALL DIFFER STRAY, UNUSED ITEMS THROUGHOUT THE AREA OF WORK (i.e. STRAPS,FASTENERS, ETC.) LEFT FROM ANY PREVIOUS USES, TYPICAL. 4, DEMOUSH ALL UNUSED EQUIPMENT WNHIN THE SPACE, ALONG WITH ASSOCIATED ITEMS, TYPICAL. EXIT ILLUMINATION NOTE: THE MEANS OF EGRESS, INCLUDING THE EXIT DISCHARGE, SHALL BE ILLUMINATED AT ALL TMES THE BUILDING SPACE SERVED BY THE MEANS OF EGRESS IS OCCUPIED WALL NOTE: FIRE WALLS, FIRE BARRIERS, FIRE PARTITIONS, SMOKE BARRIERS AND SMOKE PARTITIONS SHALL BE EFFECTIVELY AND PERMANENTLY IDENTIFIED WITH SIGNS OR STENCILING. SUCH IDENTIFICATION SHALL: 1, BE LOCATED IN ACCESSIBLE CONCEALED FLOOR, FLOOR CEILING OR ATTIC SPACE 2. BE LOCATED WITHIN 15 FEET OF THE END OF EACH WALL AND AT INTERVALS NOT EXCEEDING 30 MEASURED HORIZONTALLY ALONG THE WALL OR PARTITION; AND 3. INCLUDE LETTERING NOT LESSTHAN 31NCHES IN HEIGHT WITH A MINIMUM 3/81NCH STROKE IN CONTRASTING COLOR INCORPORATING THE SUGGESTED WORDING. "FIRE AND/ OR SMOKE BARRIER- PROTECT ALL OPENING" OR SIMILAR WORDING PLUMBING NOTE: ALL NEW AND EXISTING PLUMBING FIMRE5 SHALL COMPLY WITH THE FOLLOWING STANDARD: 1. WATER CLOSET SHALL NOT EXCEED 1.28 GAL PER FLUSH 2, FLOOR MOUNTED URINALS SHALL NOT EXCEED 0.5 GAL PER FLUSH 3. WALL MOUNTED URINALS SHALL NOT EXCEED 1.125 GAL PER FLUSH 4, SHOWERHFADS SHALL HAVE A MAXIMUM FLOW RATE OF 2.0 GPM AT 8OP51 S. NONRESIDENTIAL LAVATORY FAUCETS SHALL NOT EXCEED OS GPM AT FORM 6, NONRESIDENTIAL KITCHEN FAUCETS SMALL NOT EXCEED 1.8 GPM AT ARM L.' 'M N WALL DRAWN IN ERROR IN PREVIOUS DWG.) N N N / N IS 0 TYR 13 S 0 22 ❑ J 0 IyIY3pYI IT IT L PROJECT NORTH J K ENE ;Pti ,LJ `K` FIRST FLOOR DEMOLITION PLAN SCALE 1/16'=r.0" DEMOLITION PLAN KEY NOTES ❑1 (E) TUT -UP WALL TO REMAIN 2y DEMOLISH RE) EQUIPMENT (SHOWN DASHED) AS p2 DEMOLISH ALL COLUMN WRAPS, FRAMING, GYPSUM ❑ INDICATED, PREP FOR REROOFING, TYPICAL BOARD, ETC TO EXPOSE COLUMNS, PREP FOR PAINT ❑2 (E) SPRINKLER RISERS TO REMAIN 22 DEMOUSH RE) ROOF CHAINS (NOT PIPING), PREP FOR DEMOLISH ALL DROP CEILINGS, ASSOCIATED 3❑ (E)ROOF GRAIN DOWNSPOUTS, PROTECT IN PLACE REROOTINGSPRINKLERS, ®DEMOUSH (E) DIAGONAL GRACING, REFORM Q DEMOUSH ROOFANDSFItUCFURE FOR NEW ELEVATORS, PROVIDE INTERIM SUPPORT STRUCTURE, MECHANICALDUCTS, CAMERAS, LIGHTING, FLOORING, UNUSED PLUMBING, UNUSED STRUCF. DWG'S. FOR WILL SECURITY CONDUFIS, DAMPING, JUNCDON BOXES, E)CO MN Pfl0 ^TIN PLACE REFEROSIRUCT.DWG'S- p3 MECHANICALAND UUITS/WIRING/ DEMOLISH BOLLARDS 0 DEM6 UPO9FULL SHEETS URSHROOF CABLINGOCIATED FIXTURES/ URES/ECIRICAENTI NBO%FS/ $4 EACH UKELY WATERED R EACH ROOF GRAIN AREA (DUE 0UKELY WATER REA AND ASSOCIATED STRAPS FASlENE0.5, ETC NOT FA NERs ETC O 1 S 0 ME DAMAGE) NEEDED THROUGHOUT THE AREA FOR FUTURE ING AND FRAME DEM❑ OUT 25 DEMOUSH PLOY VENTSTHROUGH ANTICIPATED PIT 3LIC STORAGE USE INTHE AREA. ❑9 SAWCMOVE PORTION OF EIRL WALL FOR AND REMOVE NEW DOOR OR OPENING, REINFORCE IN ACCORD �6 ROOF, ROOFTOP PIPINGS REMOVE (E) ROOFING MEMBRANE, PREP FOR IN) 44 DEMOLISH ALL COLD MN WRAPS, FRAMING, GYPSUM BOARD, ETC TO EXPOSE COLUMNS, PREP FOR PAINT WIERSTRUCT.OWG'S. ROOFING MEMBRANE SAWCUT TO WIDTH OF FOOTING AND REMOVE DEMOLISH ALL COPINGS AROUND PERIMETER OF 10 PORTION OF CONCRETE STAB FOR NEW ELEVATORS, 2J ROOFINGWORK REFER TO STRUCF. DWG'S. �8 DEMOLISH (E) SKYLITES, PREP FOR INFILL AND 11 DEMOLISH CANOPY ABOVE IN ITS ENTIRETY, PATCH & REROOFING, TYPICAL RURLIN(iAMP 8L0C-ERG REPAIR FOR FUTURE FINISHES DEMOLISH (E)ROOFING & SUBSTRATE FOR BB ROOF O EPARFMEN DEMOLISH RESTROOM IN ITS ENTIRETY, PATCH & 29 HATCH, REINFORCE IN ACCORD WITH FOREDO 12 REPAIR FOR FUTURE FINISHES, CAP ALL PIPES BELOW DWG'S; PREP FOR REROOFING, TYPICAL SCAB, REMOVE OVERHEAD ENTIRELY 30 DEMOLISH TRENCH DRAIN AND CAP PIPE, VERIFY W/ nwmw.ry °` DEMOLISH ALL INTERIOR WALLS, PATCH &REPAIR T L &I GPLa�FQgFJl T41 S REVIEWED BR— RATE 13 SLAB FOR FUTU 31 DEMOLISH ELECTRICALIUNCDON BOX AND CONDUIT _ 0 14 DEMOLISH IEI DOER B DEMOL15HEXISTIN 0 COIN ITS ENTIRETY, PATCH 33 NOTUSED l5 &REPAIR FOR FUTURE FINISHES, CAP ALL PIPES NOT NOT TO BE REUSED BELOW SUB OR ABOVE CEILING 34 USED 16 DEMOLISH EXISTI NO MEIIANINE IN ITS ENTIRETY, 35 NOT USED PATCH& REPAIR FOR FUTURE FINISHES ll DEMOLISH CONCRETE STEPS/STAIRS AND HANDRAIL 36 REMOVE IE)ROOF HATCH, PREP FOR INFILL AND REROOFING, TYPICAL 18 DEMOL15H CONCRETE RAMP AND HANDRAIL 3T REMOVE LE) HVAC UNIT, PREP F00.1NFILLAND 19 DEMOLISH LOADING DOCK, DOOR, FRAME, BUMPERS AND LEVELERS, INFILL, PATCH &REMR FOR FUTURE 38 REROOFING,TYPICAL NOT USED FINISH 39 NOT USED 2D DEMOLISH LO EQUIPMENT SCREEN, PREP FOR ® NOT USED , TYPICAL RLI NOT USED S T U D 1 O architecture + engineering 23 ORCHARD ROAD, SUITE 200 LAKE FOREST, CA 92630 T949,380.3970 F 949.380.3771 6g0 FRC p N sIw3NAN vnxlu .n No. C-RBR9B 3-51-21 � ��• PIIdIt Name PUBLIC STORAGE TENANT IMPROVEMENT 'PPFAAI 1801 ADRIAN RD. BURLINGAME, CA 0.,e, Public Storage, Inc 701 Western Avenue Glendale, CA 91201 NO. REVISION DATE 90% PROGRESS & CUYSUBMITTAL 06/22/$0$0 Est PC ReauEmlttal 10/05/2020 Qq Addendum A 10/12/2020 Q Addendum B 10/30/2020 2nd PC Resuemittil 11/W/2020 immis 5h,,t Name 1ST & 2ND FLOOR DEMOLITION PLANS Pml. M6r.: PS Im cheuMH IN: FundSV CP NN',t N,. 20458 5Nn No. AD1.01 NMDIW ,l.0ua. Q Q 4 Q I i I I I i I I I r 9 3 i 4LG TM�-� o A i / / LJI I / I I I I I I Ipp I I I 27: "'. 36 H I I I I �I - TYv. I I I I I i I I I I I I I I I I I I I I I I I I 29'-6114" 23'$' 2T-6" J3'-6° 23'E' 23'b 23'-V 2T4' 23'4" 23'$' J3'E° 33'E" 28'-35/8" PROJECT 1I NORTH G H 1 K L M N `P Q DEMO WALL LEGEND SCALE: NUS, ROOF DEMOLITION PLAN sw : 1/16'=1.0" 1 DEMOLITION PLAN KEY NOTES EXISTINGTILT-UPWALISj O (DIELT-UPWALLTO REMAIN 21 DEMOLISH LEI EQUIPMENT (SHOWN DASHED) AS 02 ❑ DEMOLISH ALL COLUMN WRAPS, FRAMING, GYPSUM INDICATED, PREP FOR REROOFING, TYPICAL BOARD, ETC TO EXPOSE COLUMNS, PREP FOR PAINT EXISTING CMU WALLS TOO (E) SPRINKLER RISERS TO REMAIN 22 DEMOLISH(E) ROOF CHAINS (NOT PIPING), PREP FOR DEMOLISH ALL D NORECHA EXISTINGLSOVRRATEDMAIN❑3 (ER ROOF OHAINAGODOWNSPOUTS, IN PLACE RDEMOLISH E-ROOFING ICALDS,ASSOCIATED SPRINKLERS, CAMERAS, CMU WALLS TO REMAIN❑q DEMOLISHED. LREADIING, REFER O REFE0.T0 23 ❑ PRO AND STRUCTURE FOR NEW ELEVATORS. PHONDEIMFAMSUPPORT STRUCTURE, ELEVATORS, UNUSED PLUMBING, UGNTING, FLOORING, UNUSED PLUMBING, UNUSED MRINILBHACING, SIRUR. OWG'S. FORINFILL SLECTRIALCONCTIONDUITS BOXES, WALLS TO BE DEMOLISHCO"SO N PLACE REFER TO 3TRULT.OWG'S. 43 AND MECHANICAIAND ELECTRICAL CON0UIT5/WIRING/ MECHANSECURITY ICAL 29 DEMOLISH UP TO FULL SHEE150F PLYWOOD AT EACH ROOFDRNN AREA(DUE TO LIKELY WATER CABLING/FIXTURES/EQUIPMENT/JUNCDON BOXES/ IPGTONSOFSIAB TO B ANDASSOCIATEOSIRAPSFASTENERS,ETCNOT DUE TO NEW CMU BEARIME DAMAGE) NEEDEOTHROUGHOUFTHEAREA FOR FUTURE D FRAME - 25 DEMOLISH ALL UNNECESSARY VENTS THROUGH ANTICIPATED PUBLIC STORAGE USE IN THE AREA. SAWCUT AND REMOVE PORTION OF MIT. WALL FOR ❑9 NEW DOOR OR OPENING, REINFORCE IN ACCORD 26 ROOF, ROOFTOP PIPING, ETC, REMOVE Ra ROOFING MEMBRANE, PREP FOR IN) ® DEMOLISH ALL COLUMN WRAPS, FRAMING, GYPSUM WITH STREET. DWG'S. ROOFING MEMBRANE BOARD, ETC TO EXPOSE COLUMNS, PREP FOR PAINT OOLTING AND REMOVE2] OF WIDTH OF SSLAG ALL �PINGSMOUNO PERIMETER OF ® REMOVE EXISTING4 FL BOTH 10 PORTION OSAINCUT CONCRETE FOR NEW ELEVATORS, ROODEMRNGWORKLISH SIDES OF NEW RE PARTMONIWALL-TO BE REFER TO STRUR. DWG'£ DEMOLISH(E) SKVLRFS, PREP FOR INFILL AND REPLACED WITH FIRE RATED GYP. BD. SEE DETAIL CANOPY ABOVE IN ITS ENTIRETY,PATCH & i8 REROOFING, TYPICAL B p34/A301 ❑DEMOLISH 11 REPAIR FOR FUTURE FINISHES DEMOLISH (E) ROOFING & SUBSTRATE FOR IN) ROOF DEMOLISH RESTROOM IN ITS ENTIRELY, PATCH & 29 HATCH, REINFORCE IN ACCORD WU'H STREET 12 REPAIR FOR FUTURE FINISHES, CAP ALL PIPES BELOW OVERHEAD RELY30 DWG'S., PREP FOR REROOFING, TYPICAL O TRENCH GRAIN W/ REVIEWED &1RLNGAME p�ARTME LL$PATCH&REPAIR SLOG 13 DEMOLLIISH ALL INTERIOR WAEMOVE TUTU 31 OEMOUSH EIERRICALNNCUON BOX AND CONDUIT 14 r18FOSR DEMOLISH (E DDER B w me � 15 DEMOUSX EXI N 0 CEIN ITSENTI0.ETY, PATCH & REPAIR FOR FUTURE FINISHES, GIP ALL PIPES NOT 33 NOT USED REVIFWEDRV_'"s°srnou N1s ---_MTE — TO BE REUSED BELOW SLAB OR ABOVE CEILING 34 NOT USED --- 16 DEMOLISH EXISTING MEIIANINEAN ITS ENTIRETY, 35 ❑ NOT USED DEMOUTON NOTES: 1. IN AREAS WITH DEMOLITION WORK, REFER TO SPECS. FOR ADDITIONAL I) PATCH& REPAIR FOR FUTURE FINISHES DEMOLISH CONCRETE STEPS/ STAIRS AND HANDRAIL 36 REMOVE RE) ROOF HATCH, PREP FOR INFILL AND INFORMATION, AS WELL AS OTHER SHEETS WITHIN THESE CONTRACT 18 DEMOLISH CONCRETE RAMP AND HANDRAL 37 REROOFING,TWIGL REMOVE(E) HVAC UNIT, PREP FOR INFILL AND 2. WHEN DEMOLISHING AN ITEM, REMOVE ALL ASSOCIATED ITEMS, (i.e. DEMOLISH LOADING DOCK, DOOR, FRAME, BUMPERS 30 REROOFING, TYPICAL NOT USED STRIPS, FASTENERS, HANGERS, WIRES, CLAMPS, ETC.), TYPICAL 19 AND LEVELERS, INFILL, PATCH& REPAIR FOR FUTURE 3. DEMOLISH ALL OTHER STRAY, UNUSED ITEMS THROUGHOUT THE AREA OF FINISH 39 NOT USED WORK ILe. STRAPS, FASTENERS, ETC.) LEFT FROM ANY PREVIOUS USES, 30 DEMOLISH(E) EQUIPMENT SCREEN, PREP FOR ® NOT USED TYPICAL REROOFING, TYPICAL 41 NOT USED 4. DEMOLISH ALL UNUSED EQUIPMENT WITHIN THE SPACE, ALONG WITH ASSOCIATED ITEMS, TYPICAL, S T U D 1 O archilecLOre + engineering 23 ORCHARD. ROAD, SUITE. 200 LAKE FOREST, CA 92630 T 949.380,3970 F949.380,3771 Public Stnrnnp Pmlee,Rune PUBLIC STORAGE TENANT IMPROVEMENT P.nlemmmmu; 1801 ADRIAN RD. BURLINGAME, CA. RPPublicStorage, Inc 701 Wes[ern Avenue Glendale, CA 91201 NO. REVISION DATE 90%PROGRESS A CITYSUBMITTAL 06/22/2020 E 14 PC ResubmRLal 10/05/2020 QA Addendum A 10/12/2020 B Addendum B 10/30/2020 2nd PCResubmital 11/04/2020 92e[xeme 0909 DEMOLITION PLAN PMF Mg. PS DmYm p. Poo, Do a Wad: W Me PP,D No. 20458 Slrtaxo. AD1e03 Plm Oatt: 2020-11T9 Ell SCOPE OF G190 11 SETBACEl. L34 .E%ISTINQPr: 39 lEPOLE E%ISTING RAILROAD WORK _ E ' G C KIJTIN PVBLI UTILITY E%IT PATH OE45EMfNTPER EPSEMENT 3555 PG.h3 PIRBK EASEMENT PER BK ORSMC 3555 PG. ]3, ORSMC _� _ — BK 2923 p9 — T 3 ••\— Ff7 PG4018 IN SO13 25 A.02 6 _ '8 30 31 A002 A0.02 28. KB�41 8. 55� _ SEWERMANHOLE 32A0.02 EV 28 41 \ 'OWED TRANSFORMER ' � RKIPJG ® C V C AV EV EV EV I OLE g s � 9•-0•` 9-0' 9`-0' 9'-0 D'-0" 940 9'-0" P WAR POLE TH GUY WIR i / SCOPE OF � D —LhpNDSGBE 41 III WORK 39 \� 25 Al /EXISTING \ FOLEERI 56 AO.02 RZB Z9 I RAILROAD s — ^ �PP ! 1 EASEMENT PER OK. PG 73, B° _ ° 42 / 3555 ORSMC — s ° --5°--5°--s A tl N Zi50'0 / 52 JOBS I 00 o naF 43 G1.00 I IAMMERHCAp EXISTING 1801'ADRIAN ROAD BACK SETBACK a by `Y¢ (E)75 FF.=J.35' OR RF, 7.85' ~O / I WOREOFI� WORK 1 /n' O ENLARGED SOUTH LOBBY ENTRANCE PLAN SELL 1"-1D'-0" 3 ENLARGED NORTH LOBBY ENTRANCE PLANDI ScaLL.l"-1D'T" 2 - / /e , I� � I Pic POSED ENTRON r enslN II ., 764" , > 3294- I 3 15 Al rP1w8 n-0 m 6' j PROP05ED ADDITION EXISTING 3&16 T 39 9 38 T 3&16 38 l 25 A002 4 A0.02 3J NTBY,. 33 A0.02 3J NJ 33 39 b I 8 � il-i F Iy \F'i = 1'-WIDE STROKE MIN. � / m m m 5 e e m �U"55 w 31 " 41 31 3 58 Z J� Ke ❑ 55 ❑ A -01 2F 41 28 41 _ J 2 _ ❑'� KB 30 - w A0. 1 rnv cn uv sv x°rnsxu A0.02 -7 85PACES@^'�1SPACc@12'=39'0"� 14 0 195PACES@9'=1]1'-0" ._ 32 n{1• O 2•J" ____ ______ _ d e e e1 _ ________ �__ — 18 _25PACE5@0T� OF17 � �_15&�S�FE INDff 50 0SCOPE B 50i — _80 _m SCOPE OF 14 4 N 20 1S 1S WORK { J G1.0] CANOPY CANOPY G1ID PATH NOTE: ` TOEXIT PUBLIC I ADDRESSING NUMBER PER BURLINGAME,CA MUNICIPAL CODE SECTION 17.04.060 RO µrOLIC - BUILDING MORE THAN 50 FT, FROM STREET Y p^l c dR��J E� j i; �I h N sAP ADDRESS SIGNAGE DETAIL SCALE I-vz"=r " 1p , IODISED g .I NE [� b 115 p ' O 0 I Ck ¢ u 15 1 w 15 21 �,.-1 5 EXISTING 1811 ADRIAN ROAD ul` EXISTING GROSS AREA 141,482 S.F. 0 g, w NEW RAMP I N SCAPE {i- es TO LOADING LOB BY 9 V EXISTING TH z3 LOADING I �,. RU RfV i R41NGAMf LOBBY �. sK6D 8000EPgR%MpN 20 ] 115 �!.I 9 1 g FIRERISER B 2F✓,Oy _.�ADnz 15 ON BUILDINGIoCAR,. ev �. 9 15 (4A6.2)66 8 AIT AO W 2 43 0 LANDSCAPE ` 03 \ .. II w..,I 9 S 3��� 1'fi 1/4' 1'-61/4" ._ .. ' LANDSCAPE 32 ® I -- AOffi AO➢2 41 2 33 e I 35 '< 15 Q LANDSCAPE I' o .� O ..1 4b 4J REPAIR AS I 5 I 15 I REQUIRED ' 20 o V 15 11 2 a I 11 \.I � 1 {IS J J ll �' LANDSCAPE Y 1 -0• • 50• -31/4 5-41/2 -0• - - •°•9!! --. -`' ;Vlr — --- �" 50 A 43 fi 46°-r3NWCAP KS_o p 49 A04Li ._ 3 10545336 8 3 35 - - - v' -wl" ____33 SP+€WpTPROJECT .. ai 46 15 o UNDERGROUND VAULT ADRIA ROAD a❑-/ 19 UNOFRGflOUNOPROJECT veuM NORTH NORTH P _ _ _ =d=Rm m,° ENLARGED SITE ACCESS PLAN s LE: r=1o'.D- -(9 SITE PLAN SEALE:1•=30'-O•' g GENERAL NOTES SITE PLAN KEY NOTES GENERAL LANDSCAPING& IRRIGATION NOTES'. ❑y PROPERTY LINE, REFER TO CIVIL PLANS 23 IE)STEPS & RAILING TO BE DEMOLISHED 431N) ELECTRONIC VEHICLE SENSOR 1, ALANDSCAPE ARCHITECT SHALL DESIGN THE ❑21E) BACKFLOW PREVENTED, REFER TO CIVIL DWG'S. 2q (E)OUT WALES ® NI KEYPAD ENGAND, W/ATTACHED KNOX LANDSCAPING& IRRIGATION TO LOCAL COMMERCIA ❑3 (E) FOR, REFER TO CIVIL DEAN S. 251NI DETECTABLE WARNING STRIP, TRUNCATED DOMES DESPATCH STANDARDS. LANDSCAPE DESIGN SHALL MEET THE �IE)HRE HYDRANT 26OWNEIRLLINKFENCf, REPLACE A5 REQUIRED PER ❑ 45 RELOCATED SECURITY GATE MINIMUM REQUIREMENTS OFTHE JURISDICTION. ❑5 E) FIRE LINE OWNf0. 46 (N) 6' 0" HIGH TUBE STEEL FENCE LANDSCAPING TARE BESELECTED HARDYL WILL M AND WILL 6 ❑ (Ef DOMESTIC WATER LINE N)CHAIN -LINK FENCE W/GATE W/ PANIC HARDWARE, 2] PROVIDEKNGING STEM pJ (N) PEDESTRIAN GATE, PROVIDE KNOX SYSTEM THRIVE IN THE LOCAL ENVIRONMENTA THRIVE IN THE LOCALAS, ❑J IE) SEWER LATERAL 28IN) LV ONLY) 4g(N)CONDENSER UNITS, REFER TO MECH. OWG'S. 2. INHIGH TH AREA SHALL HAVE INTEANE VEGTHEON.IS GRASS IS LOWMAINTENANCE ❑8(E) TNDARDRO SITEET WADWONS(CONDUIT ACCESSIBLE STANDARD RAMP ACCESSIBLE 49(N) POTTED, FROTOFTHEPROFGDASS REQUIRED, OF THE PROPERTY SHALL BE 29 DIRECTIONALSIGNAGE 50(N) PAINTED, DIRECTIONAL AR ❑9(E) LIGHT STANDARD GHTSTANOARO BOB ACCESSIBLE STANDARD PARKING STALL BOB Y IRRIGATED SOD &FULLY ILOWVIEQ 3, IN THE REAR/LOW VI$IBIDtt AREAS, THE GROUND ❑ 10(Ell DRIVE 31 NSSTANDARDS PARKINGSTALLS, IN ACCORD WITH 51 N) PAINTED, NO PARKING FIRE LANE EITHER COVERED WITHUGHT STONE 13 WALKWAY/ (Ell WALKWAY/PATH CITY STANDARDS 52 IN) BUILDING 24 HOUR VIDEO SIGNAGE BY WEED STANDERIAIN BY WEED FABRIC ORA DROUGHT RESISTANT DR 12 BUT V-GUTTER 32 (N)CLEAN AIR VEHICLE PARKING STALLS 53 (N)FIRE LANE ENTRANCE SIGN ON POLE. GROUND COVER, IRRIGATION IS NOT REQUIRED. Q 33 (N) FOULARDS 5 N)U UT RIZ ESSB PARKI 5 N 4. LANDSCAPED AREAS SHALL SLOPE AWAY FROM 3 ON TRANSFORMER, PROTECT IN PLACE 34(E)C 0'CHAIN-LINK FENCE, PROTECT I N PLACE 55 OR KNOX BOX BUILDINGS AT A MINIMUM GRADE OF 2%FOR A 14R) GATE TO BE RELOCATED TO(N) LOCATION MINIMUM DISTANCE OF S'-0". THE FINAL LANDSCAPE 15 (E)PARKING STALLS 350) SITE ACCESSIBLE PATH SIGNAGE 56(N) ELECTRICAL CLOSET SEE ELECTRICAL PLANS ELEVATION SHALL BEGIN AMINIMUM OF 6'BELOW ADJACENT FEE. 16E)MONVMENTSIGN 36 (N)SITEACCESSIBILIN SIGNAGE 91N) ILLUMINATED ADDRESS NUMBER, SEE DETAILIND THIS SHEET 5. ALL PLANTING AREAS WITH DIFFERING LANDSCAPE ll ❑ E)P.LV., REFER TO CIVILDWG'S. 3] IN) BUILDING ACCESSIBILITYSIGNAGE A 58 (N)ttPICAL WHEELSTOP MATERIALS SHALL HAVE ALUMINUM LANDSCAPE I' 38 ON) EDGING. 6. ALL PLANTING BEDS SHALL HAVE A MINIMUM OF 3" 19 E]_eJ�F gd PARTIAL NEW SIDEWALK B 39BOB EXTERIOR LIGHT (WALL PAC OR WALL MOUNTED OF MULCH. EXTERIOR LITE) J. IRRIGATION TIMER SHALL BE LOCATED IN THE BREAK 20 E \ B D L LISHED 40 IN) LOADING RAMP, SEE CIVIL DWGS ROOM. 21(E) TRASH AND RECYCLING ENCLOSURE 41 (N) PAINTED STRIPING 8. ALL SPRAY IRRIGATION SHALL SPRAY AWAY FROM THE BUILDING. UNDER NO CIRCUMSTANCES SHALL 2 INI BIKE RACKS SHORT TERM RD ACCESSIBLE WALKWAY, 48" MIN. CLEAR ADA PATH THE BUILDING BE SPRAYED WITH IRRIGATION . ®2 (N)SIKERACKS-LONGTERM 42 OF TRAVEL (5%MAX, 2% CROSS SLOPE), SEE CIVIL 9. PLANTERS ADJACENT TO BUILDING SHALL HAVE DRIP PLANS IRRIGATION. Tim _ ,�-y°-nxso M S t U D I arch t engineering 23 oflo1ARD Roao smTT 230, -: E R . 92 0 11 .: T 949380 a9J0 F94938C iP]} w2SE X ry 'c 2a25a N%. OF CAO� i ect Name PUBLIC STORAGE TENANT IMPROVEMENT Fell 1801 ADRIAN RD. BURLINGAME, CA DwPub!ic Storage, Inc. 701 Western Avenue Glendale, CA 91201 NO. REVISION DATE 90%PROGRESS & CITY SUBMITTAL 06/22/2020 A1st PC Resubm ttal 10/05/2020 A Addendum A 10/12/2020 Addendum B 10/30/2020 End PC Resubm ltal 11/04/2020 ARCHITECTURAL SITE PLAN PmP PS ss w°uy: F e - �W 20458 ShallN1. A0.01 BLOC. CORNER BOLLARD PLAN -- BOLLARD )NCAETESLEEVERIERI TOSTOPATTOPOF o BINDERCOURSE a SURFACE 6" DIA. STANDARD STEEL PIPE I ` FILLED WITH NONSHRINKGROUT, FIAT CAP. COVER WITH 1/4" PLASTIC SLEEVE BY IDEA SHOLD BOLLARD COVERS (SAFEIY)NELLOW) AT CONCRETE PAVEMENT: CROWN CONCRETE AT BASE OF PIPE EXPANSION JOINT ALL SIDES II W /CONCRETE PAVEMENT ONLY COMPARED SUBGRADE PER SOLI$ REPORT BASE 2 CIA SCH. 40 STEEL PIPE RELIANCE FOUNDRY, SCHEDULE 40, 10111/1 OD UNFINISHED STEEL PIPE,' I --- CLEANED OF RUSE, PRIMED AND PAINTED PS ORANGE. j KEYPAD- OPENTECH DIMENSIONS, fVa-PROVIDE \f KNOX OVERRIDE KEY / /�' COORDINATE SWITCH FOR EMERGENCY ACCESS AICKERSWITH ,� SIGNAGEVENDOR 1 - CC DUCT STUBBED UP IS 35" FEE IN. (PROVIDED BY BLDG. ,v CONTRARORI - DRIP NOTCH �1 ED SCHEDULE 40, VICIOUS" OD I U - UNFINISHED STEEL PIPE, CLEANED OF RUST, PRIMED AND PAINTED, PS ORANGE BURY 30"BELOW GRADE. FEE x FEE NET — Flu WITH CONCRETE NO RIGHTER METAL PLATE COVE SEEM THAN 6"BEI.OW TOP OF PIPE I FILL CONCRETE DH FO MAINEFACEE FORMAINTENANCENANCE ,,TU BE° 30' ABOVEGRADE) UPTOFINISH REMOVAL. E NEEDED 8'CONCRETE CURB, IF NEEDED m F - CROWN PAVEMENT OR I ' oR FINISH SURFACE @ 2%� �} ' GMOE AROUND BASE I I�i S EAN W�ptoP' S8' 'I • ,�SLOTCUIJTO AT^ LJ .2W TURN GAL DRAIN LJ - II NEEDED PER P SPIN ttP2-P1C5� T ELECEWCIAN r)III CONOURBACKTOGATEERATOR PAD OR OFFICEBOLLARD SECTION ' ECNCD ITnNGAt� �� �'lY'REQUIREDBYSOUS 1 1 CPh64 NOT USED SCALE: N.T s. 20 STEEL PIPE BOLLARD I SCAIE:3116"=r-0" 16 NOTUSEDI SCALUN IN6 12 BIKE STORAGE -SHORT TERM SCA EIN.T.S. g 1011 DIA. SMS KEYPAD'' BOLLARD sALL:r=r-O" 4 ELEVATION SECURED SIDE NOTECE • VERIFY MATERIAL SIZE W/ FENCE SPECIFICATIONS. SIZES SHOWN ARE FOR GUIDELINES ONLY. ALLIOINTS OF METAL FENCE TO BE FULLY WELDED AND GROUND SMOOTH. COLOR: SEE FINISH SCHEDULE 9'4Y' IN CLEAN AIR/ VANPOOUEV GATE CL05ER METALSECUi MESH O BIRSON' THICKTUBESTEEL WELDED WITHIN GATE ON BOTH HINGE AND LATCH FRAME -- SIDES OF ALL SWING GATES ACCESSIBLE KEYED EPA SQ, PICKETSAT 6° O.C. TYPE LEVER CYLINDER TO EXTEND 6"ABOVE RAIL AND INSTALLEDTHRU HAVE SPEAR POINTED ENDS. STEELPIATESAIR LATCH 15/8' SECTORS STEEL FENCE 2"xNTUBESTEEL RAILS. SECURE TO METAL POSTS M10.CROSSBAP— W/1/21 O AB. AT TOP AND BOTTOM OF VERTICAL RAIL 9 ME IF 113/8'x2OPEN" 16 GA GALVANIZED MIN.1/4"18GA. X ANDEO 1£VERSHIEID� METALSECURITYMESH DIAMOND PATTERN -COMB TO MATCH FENCE 2 DOE METAL POSTS AT R. O.0 MAX EMBEDDED T INTO 12•m TDNIXETE NOTE: 1. OPERABLE PARTS BF CATE SHALL COM PLY WITH GOVERNING CODE 2. MAXIMUM GATE OPERATING PRESSURE TO BE 5 LEE OR PER GOVERNING CODE 3. THE BOTTOM ID"-0F GATE TO HAVE A SMOOTH, UNINTERRUPTED SURFACE TO ALLOW THE GATE TO BE OPENED BY WHEELCHAIR FOOTREST WITHOUT CREATING TRAP OR HAZARDOUS CONDI➢DN, PER GOVERNING CODE CONCRETE SIDEWALK WHEEL SEOP, AS OCCURS, REFER TO SITE PLAN MIN. TIRE WIDE PAINTED STRIPING PER COY STANDARDS(WHITE-TWO COATS) "CLEAN/AIR VANPOOL/EVPAINT IN 8' HIGH BY V WDE STENCILED LETTER (WHITE TWO COATS) ALIGN BOTTOM OF STENCIL WITH ENO DE STALL HOOKER PANICMDWIU INEYED LEVER CYLINDER EENRIN LLKT . 2"x3"STEELTUBE Shia TUSESTEEL CROSSBARS MID-CROSBA SR GATE POST BEYOND 2"x3"STEEGATE FRAME SECTION A A GATE FENCE DETAIL SGALE I/z"=rn" 1 21/2' SQ. STEEL POST CAP EPICKETS ATE" O.C. TYPE TO EXTEND ND6"ABOVE RAIL AND HAVE SEPOINTED ENDS. NO PICKETSETSON ON TOP OF GATE 15/8" SQ, TUBE STEEL FENCE MAI SECURE TO METAL POSTSw/ThiOAB. ATTOPANDBGTfOM OFVERTRALRAIL [LALLWELDSSHALLBEI/8-WNT.FILLETWEMS ALL AROUND, GROUND SMOOTH. ALLTUBUW STEELPICK ANDPOSTSSHALL HIVE WELDED METAL CAPS WHERE NECESSARY. ALLWBUTAR STEEL MEMBEBSTO BE 11GA. 2 ESS METAL POSTS ATS-0" D.C. MAX. SR IN CONCRETE FOOTING ALL STEEL TUBING AND POSTS SHALL BE FACTORY FUSION BONDED EPDXY COATED 5/1 THIRD BOLT PRIOR TO DELIVERY. 30"LONGW BOTH SIDES OF OF THE COLOR OF THE FENCE PAINT SHALL BE POST BEACH CONC. THE CONTRACTOR TO FIELD GALVANIZE, FOOTING PRIME, AND PAINT ALL FIELD WELDS. 4"GRAVEL NOT USED I SCALE: NONE MAREREJEWHEUSTOP BUY WIDE AT SING�5�MO Y/aM GxvAxluo wGrz PmwxmAOPOPI A PANNE CYCLESAFE ECOPARK BICYCLE LOCKER SYSTEM Cyclil 5211 CASCADE ROAD - SUITE 210 GRAND RAPIDS, MI 49546 2-Door M02 www.cyclesafe.com Mai Top SM STANDARD LOCKER M02 DOORS BIKE STORAGE - LONG TERM I SCALE: NETS. ORDER' HALF OF GATE SHOWN, OPPOSITE SIDE SIMRAR, PROVIDE UPON LOCK PER LOCAL FIRE DEPARTMENT REQUIREMENTS, VERIFY IN FIELD ALL DIMENSIONS. MONORAIL CANTILEVER SLIDING GATE PROVIDE BEAM DETECTORS, SHALL BE INSTALLED IN BOTH DIRECTIONS OF TRAVEL MATERIALS: SEE FENCE/GATE SPECS. CEIVERYOKE,TOP PROVIDE TYPICAL CUSTOMER BOTTOM PROTECTION METAL MESH ON GATE PANEL AND ADJACENT FENCING FOR LENGTH OF GATE Pi OPERATOR STAND. MIN. HEIGHT OF 24C GATE ELEVATION RAMP GROOVING I SCALE: ENT S OPERATOR BY 3/4"PICKET FENCE VIKING OR EQUAL BE6"ON CENTER (4) CONDOM -110V - GATE CONTROL TO OFFICE -CONDUIT TO ENTRY KEYPAD - CONDUIT TO EXIT KEYPAD REVIEWED BURLINGAME BLDG DEPARTMENT I SPRINT. STAIN cSN1 ABLECYAL PENDING TA FEL`REVIEWEDW, x DAg_ CLEAN AIR VEHICLE (CAV) PARKING STALL SCALE:1/8" OR 18 TUBE STEEL FENCE sTALe NONE 14 WHEEL STOP I SCALE: 1-1/2ER- ° 10 CANTILEVERED SECURITY GATE I sCALE:1/m'=r-o•' 2 DRERABLEWARNING, FUTURE CONDUIT IT STUB UP AT EVVEHICIF SEEDRAIL30/G001 PARKING STALLW/ 30X48 CLEAR SPACE -THE. BUILDING, SEE SITE PLAN (PROVIDE FOR CONNECTION AT 1ST TYP.6' HIGH METAL HARGEPOINT CMWO CHARGING STATIONS A0.02 pICKR FENCE C WALKWAY, SITE PLAN SEE ELECT PLANS) ]5 6'HIGH METAL u: u 2 aa0z PICKET MA a f r anTanxwTm a � a[F6�au[D A0.02 ROE OFCONC STRIP/GATE E To AFTER xnuun ROLLOVER PAD - VERIFY AT 4 _ m Mu RMUPMEW, E EACHSITE W/PSCONSF.MGR DIRECIIONALTIIAFFlCARROW, PAINT WHNEnWO COATS) _ I OAss,T) RYAxDVEawPG o Mi\o[ 2.-0. ¢" _. OPunmx muPrecxr. ux. r�pB Jr arx'nmvexxmmGawe i " 1 SECTION Nvm MA%SLOPE G3.01 _ _ I eas[INFw COxSFRU[ROnnxComrvGFGU VM[xTl 2%(TYPE) I INSIVE FACILITY BE CURB FACE SEE CIVIL PLANS) � __ I SEC 1 R ,mnr¢o bAFTEOPERATOxroxe 5 GATE OPERATOR v 21 CONCRETE HEELSTOP �. A0. 2 SinrvD VERIFY MIN GATE WIDTH \( 2'R PLAN7DR ILE DOE US, SEE �T PAINTEDSITDIPESAT 1 A I / LOCAL JURISDICTION m PAINT IBVit'WIOE RE UIRED(CC WHERE m OPERATOR HOPEREATER o. T I w (20 pREFERED) I' OFF 2 1/2 nTw wEIVRA _ gNRED (ADA BILE) -0; r .. •--- arrvM ENDADFPd 1 . 1' O" S'-0" 4-0 NOTE: STENCILED IT ED. EQ. zxecomueuonnouz ,I L t J ACCESS ISLES (WHITE 1VJO a0AT5) EFRD — _ Ei IN WITHT ELEVEL `kl. WITH TH EV OPT ON a-PPFMANUFARUREDMEE IE%15TING EDUIPMENT - SPACESE VED ® 'CCU E SLOPES/ RO55 : I .-0" 6' L = _ J BU [DEFACE I. SLOPES LL CHA GINIS HA LING — SECURITY �.:. j, NOT Exc ED 1:4e Il.l t LY A KI 0(�LY ,'�F'x°,:DEDT TUBE STEEL `. � � m xroxe a f r I• _. rMis:n°ExPP1O ^` ALLLTUMSTEEorooiiAlMeo lD TOR STAND M BE MIN. 4"WI TYPE p-0AT VAN ACCESSIBLE ACCESSIBLE B SECTION zo ....P.:'�SUNAa InD wT x�cx0a�ce eWnNEW x[mro omMiUp Pox SHI NFM TAtET 1S A0.@ GATE OPERATOR, ttP -0" AT LEVEL HADDICAPED STARTS BOUTS TO RN ONS 8-4 "0' WNG SECURITY GATE UNLESS NBTEO 14 ON SITE PLAN STALLS VAN ACCESSIBLE DREROR LOOP -SEE SPECS. DE PAINTED 1D"DECLARE - 4 STRIPING PER CITY OF LA NOTE. KEY PAD, TYP. A0.02 BUILDING 1. ACCFSSAISIESSHALLBE LEVEL WITH THE EV SPACE SERVED Pncn LFlFN W[O4nxDldenxaFW[PFnFNTI PIIXEE WTE g0.02 STANDARD(WHITEE W AND SLOPESACROSSISLOPFS SHALL NOT EXCEED 148 PIPE BOLLARD, 16 STANDARDS DS(WHITETWO 2. SEE DETAIL 20NG0.03 FOR ADDITIONAL INFORMATION TYPE A0.02 DENNIS)OAT$) Vehicle Entry Planolew dwg DIRECTIONAL ARROWS xLEn/4°=r-0° (11 NOT USED I NONE 13EVCS- CHARGING STATION w/STALL IDENTIFICATION I SCRELF:3/16"=ro° (91 GATE OPERATOR STAND schi3/4°=r-0" 5 CANTILEVE8BDI8S UWffBIAWiO ��=RRESSEE 1 Ui Name PUBLIC STORAG TENANT IMPROVEMENT FmpL�AdBmn 1801 ADRIAN RD. BURLINGAME, CA Public Storage, Inc. 701 Western Avenue Glendale, CA 91201 NO. REVISION DATE Ii PROGRESSBE 06/1 /�� CITY SUBMITTAL ACO IN PC Resubmeal I SO/O$/20 SMel name SITE DETAILS PEAL Mel+ ARAB eY: FOR I Ch,F w: RP Impact Na. 20458 SM1eeLrvw A0902 NWOm. roxau D E F G H 1 K (L M N P 4 CORRIDOR AND DOOR NOTES 0.3 ASS 0.B T T ® A9 Rl B3 BB C3 G L] 03 08 EZ E.J E4 F.0 �3 G8 X.2 XS X9 IA AB K3 K] U! E LB M.4 M8 N3 N.] P2 PS P.0 1. REFER TO SHEETGi FOR WALL/ PARTITION TYPES 1 316'-9 /8" 2. WIRE SECURITY MESH ABOVE ALL STORAGE UNITS @W-0^.G.CJTO COORDINATE w/ VENDOR MESH CEILING SHALL BEVAINSTALLED ORLOBIS" BELOW ALLHA HAVE HIGH DIAMOND PLAT WAINSCOTON ON DIRECTION 3. SHALL WITHIN 25 FEET" ELEVATOR DOORS WpINSWiONALL INTERIOR SURFACES. WAINSCOT SHALL CONTINUE WITHIN IS FEETOFELEVATOR WOE 4. PRE -FINISHED GLOSSY 'PUBLIC STORAGE" ORANGE M ETAL ROLL -UP DOORS. REFER TO G4.01 PANEL AND LINER PLAIN S. PRE -FINISHADAAEDGLOSSY SSIBLETORAC UNIT, ROLL -UP GE DOORS TO REQUIRE OOR MA 1 PW pPSU PP9 6. FORADOWN LIKES/TOPAGE UNIT,ROLL-AX.OAS TOREQUIRE DOORISF OFFORCEOPENTOOPEN AND HAVE N N ZS PULL -DOWN WIDE W/LOOPS AT EGSAE DOOR HALLB.EAN MCI DOOR IS OPEN �• O Z FOR UNITS OCCURS OR T ONLY S' SDIRECTDEEPBY THE DOORSHALLREQUIREMENTUP, USE ROLL -UP DOOM WHERE I 3 30 TO• PLUMBCONFLICT/SPRINLER AS DIRECTED MATS/ THE JUUCTIVNONALRULD REQUIREMENTS. B. PLUMBING/ LLWBIAN�/SPRINEE0. UNF5/MAIN$/HVAC OUCTWORKSHOVLD PRIMARILY BE RUNNING DOWN ME l 4'SdM-04/ /2. 35 L-I 9. SPRINKLER UNES TO BE PAINTED RED (WHERE REQUIRED BY LOCAL CODE) 10. EGRESS EFFORT DOOR MUST BEOPENABLF FROM EGRESS SIDE WITHOP1iTHE USE OFAKEY, OR SPECIAL KNOWLEDGE, OR m - �� CCl CG /403�/4DB� 3/4 0-03(OE10 03/6"F 04b 8/4�003/pFB GGB) �GGB _�11. _ \ 1 P l-3 T 1 .09/4„ •A3/4 o-,o nmsao n5.10 n RT. bg O g - 1 m G a -_�_L1 0 3HB 3/4' s ID9 - G onBey. s., o LIMP. a'GZE 61 ,ms s rs - f 61 IwaNPN UZR _ _ J 2 _ _ 5 4 _. -. i_ - -i - ii - i- 8 1 - 1-"-/ 1 23XT 1 ° _ II _ *. __.ITT\ _ - b 4 r- (] 13 m x z a ^ sl a s m rvP z , m�° 23 D 1 zl ,m,� „ Ion __ _ - 6 PANEL "BASIS OF DESIGN" 1�1 21 °. opV�43ElUPI ,6 n s,1 5 ms.mrya,o sno l° '• C317 { 103 -1 _ RSOi.I44�� - o w m o ^S "_ - 5 VENDOR. (ANUS INTERNATIONAL +9�aFIF 469 m, tfn L LS -11 - _ttt��� . 3" i �'. 9 'O y CONTACT: REFER TO RESPONSIBILITY MATRIX r IWe ,P.0 BL - P IPU'FACX . 5 B TIN STORAGE COMPONENTS INCLUDE: -08 ~ - -1 _-�.-L.-____L _- ��_ JT�J �� ss -s•s N"aEs"d n'��10 --�- o E 1 I - - I L'- - 48 HALLWAY PARTITION SYSTEMS 0 0.0 02 _ 35' m. __ 1fi,1'i�ruyl .a y y ms Im / Ims N _..:. ., .. Sr FIRE EMNGU LSHEE(@ PARTITION SYSTEMS ONLY) m,a _1 I01 WIRE DIAMOND PLATE FIRM db „ J 10 8 JI_ ' 7 I��y - /Bs Jp� ��y�I l��)Oi1OG °� I� °� Uz°o \ Ib UNIT OSO PLAINT WAINSCOTING 13�{rR IL I IC-_?-__� OTlRRNR., =�T -T-_lam-�I rtyr-\1-•4= -Y`.= /ia -L"Y - '4-- -Y--- -1`; o 30 I - zD 1 R �� 1 ab fl_ z3 1 ss �_�I d _-� q c pr. e �. �I-:� ��5 L p �- _ 4F1s'' _ _ W a - ADURIONALNCONT �- ;'$, _ - _ J-:.'s>' _-C _ 58PA S - _N _ - - _ 6 1. GENERAL CONTRACTOR TO FURNISH & INSTALL NON-EARINSURUMONS IN DEMISINGPARTITIONSANDI LOB UTIt01 2. GENERAL CONTRACTOR TO PROVIDE ALL NON -BEARING PARTITIONS IN OFFICE AND LOBBY AREAS 'ims ,°u s_ - m \ L s msl ms °'+ ¢ IS 3. GENERAL CONTRACTOR TO COORDINATE WITH PANEL MANUFI MR ALL STORAGE DEMISING PARTITIONS. n 16 CORRIDOR 9 cT 2 o- m _ ❑ L- - "`I clog se 6 5 I' _ _ H _ +..r -�I -- o--ar _ -I __1 u - - _ -�_ -f^ zol M- - .t _ m,s s FEE- s1 0 1U k 01, m, mr°I l u Y.,, - _ z 5 a o r,o ° r r r_I 'ms ,o.'s ,msTYP.� r� 90 ° ` PARTITION NOTES 3R - 0� l,�is O-1 0. mr IM,s ull ms _ a - - 39 °II m o-°II a I o-, a.� rm„ 4 _ - II up m-I -jr �a °• II ': /] A0 1 1. VENDOR TO PROVIDE SEMI RECESSED FIRE EXTINGUISHFRGABINET W/MAX PROJECTION 0F4 REFER TO EGRESS a s.o s , s ',ma s LOCATIONS,VPROVIDE I ,e ^ sa° I c IS el. I .I 1 (.,, ., p,,.�y1,. v / ,•e PLAN FORFANDCORRIDOR COMPANY BE CONTRACTED BYGEORALCONRTOPROVIDFIRE E HEFOLLO IGUISHERS 48-. c- r__ PRE c-o _- c-;S�NR �011V _- --- IRO c IT p BR Will -� C p �ctc p ,9 3' i? 3. FOR STORAGEUNITPARTITIONS, REFER i0 G4.01 GENERAL CONTRACTOR TO PROVIDE THE GLOWING 3.1 'F C 20 {% 3.1 2. DOOR AND CORRIDOR COMPANY CAN BE CONTPACfED BY GEfIp sno MP L >v _ 1 - - -INA- - I°u - -- _ •\o-s c 'NCI r _ c,o-f °e IQ osT as ou= o L ^ § 4. CONTRACTOR WIRE CTORTO ESH COORDINATE ABOVE ALL STORAGE UNITS ADD PROVIDED BY STORAGE UNIT VENDOR. GENERAL _ s - ' `lf a4, 35 CONTRARO0. TO COORDINATE W/VENWR Nwd ` �I os I p I ' ° I as I r UI I I e I I I I o I I e I _ B-3 li _ I 1 I` ° I imN °III I ° I iA ® 9F 5. IN STORAGE AREA WRAP, ALL STRUCTURAL STEEL COLUMNS W/METAL LINER PANELS IN ACCORD WITH VENDOR _ .-.J 99 o mr , , , , r r , im,o �� , , , 4 SHOPOMWINCS TO BE PROVIDED 20 ru ' ' 'qr r , ,m,M -, U m,0 'P, o i r �'o -'T 3i1011R mP :'Mal w, 'm // ®ro 6. ALL DRYWALL WRHIN STORAGE ARG(EWIMSPACEAND CORRIWR)SHALL RECOVERED W/METALPARTITION o m,o _ _ PANE „ - 1J mo ail r.0 N' - rm cma _�--°c ��R WR1'1- m cao o- -_`i r_.. c�- �F __11$SPACES tlPE<E B W Lloo b 33 - a,o a s.a ms m° 5T}ms -o 14 '.su ars ie ros °a °m yy ° ,oa= r°a 111 os' '6• _ 33 J ALL SHARP/UNFINISHED EDGES SHALL BE PROTECTED a s.,° > su D -' ®+ co ms \iou 1 I. ) 1 10 0 -1L 4 ER HEMMING ORPROTECTIVECOVERS 0 02 113 785 IF `F=1F 1`1 4 S. ALL EXPOSED SCREW TIPS SHALL RE COVERED W/ MOLARS PLASTIC PROTECTION. nP 3.1 ^ 3 p - I-J -�e Imp ° I(,.. 1L 4 ,,,, _ ,m _ 3 _ „-, c - c s _ - r" I` u - _ _ 9 FLOOR PLAN KEY NOTES u----I _ ° c = C-= -__ - R O15 -- - u -� 1 �ID O10` 15 4 ❑1 (E)TILT-UP WALL TO REMAIN, REFER TO SfRUR.DWG'S Q - - - m - - -- ti 2 (E)COLUMNS TO REMAIN, REFER TO STRUCIL DAII J �i j' c }�}y yJ i i.p�s'i- Ij{�r--_-�`- lfi -Ir- I�'> 1�I'�r ^',� 1--"t-^^F -ITiI- L .Dl ❑ cTk L °..° ,ms mi. 1 `p pq(`T LILY PII II + ar°I 2g - - - - - Zd O (I) ROOF DRAIN DOWNSPOUTS TO REMAIN Ft 10 13 M I� m Im•'s IT m, 4 O (EI DOMESTIC WATEfl TO REMAIN m 2 fl m m� r U s m 4 5 (E) DIAGONAL BRACE ABOVE M Azo1 13 8 ss `m' W" °� - :, Im,. - o„ 1 : ^II III - ° \ �ele -'!e S ❑ e I m I:pa,. 1- T - z6 © NOT us6D 9 WP.{. saw my ,° § ❑] INI sGSM1uDNT II {f I m io{n ,uBe. -14 sa 5 -,m s V. �mis- ,s um, - o.,e m s V , is M , U 1 _ `_ s pu.1s Ls`b` m�s n = a- S ❑B (NI STORHOLD OEUNIOOM, REFER TO STORAGEMANUFACTUREROWES, UNDER SEPARATE PERMIT • • 24 ~ - - L.11c F J{I- JIIG -}IL t 1♦-- J,-1�GJL1 I ].4 ❑9 (NI HOLD OPEN DOGE, REFER TO DOOR SCHEDULE 4 @ 1.1 .��_ 1 _ -- ♦-.�I.t-• I - m's�„1 f q ]0 IN) 3HR HIRE PARTITION, REFER TO WALL TYPES 8 InTin Sd' - _t9 dSi- fA - RRIICOR3 _ moi- _ __ _ ,4a> _ 1!Fri 10.'P 1tlQ RN INTERIOR wALL5,flEFE0.TO WALLTYPFS �Im S '1P EACH s lW 1 BP Jf l _-- lT_.. •_.n .� _ 1 12 IN) CONCRETETOPING STAB THROUGHO u o wl-.+m ow4. 13 1 aw io Iouo-{ ,po-,e -ao m + ]---L 19 15 NSTIIO WALL M-ELL BEFERUL, REFER T m.DINGS01NG,ftEFERTO STRUCT.OWG'S _- YIXI M01 � TYP I I TYF. 8 1 0 13 (NI CMU WALLS, REFERO STRUR.DWG'S. 2 tr I (} }- 2 14 (NIC OSTRUR.OWG'S. 19 -II a op ie a7C - r C ❑ ( 1 .OWNSS&ARCH. WALLTYPES PrNea NamN I l r W I I° III r r I I I; II 1 B-3 +1 j I 5'-0 .I sl § PUBLIC STORAGE 20 16 INI ELECTRICAL CABINETS, REFER TO ELECT. DWG'S. b E1�.- ° - H �� - Ili �I -1 / 19 w III` J IM� /•B ..-.-., -.•\. 19r�- N s \\ u se u U•9 b ® INI ROOF GRAIN MARES CANOPOWNSPOUTS ITOCONNERTO UNDERGROUND STORM DRAIN SYSTEM B/ INFIL "'FF V Y 1/--�- le TENANT T2 , n mr, 1 �_ I 'm'e I u 11 P 4 III , IMPROVEMENT 16 A4.m - I m: s rV _ � ��p rmr m_ - ts_ll IN,, ill m, � ,m N � mrs�l iii - I _I - �� - 1 - 16 ly PROWOEa'-0"HIGH DIAMOND wNNSCOT,(BY PANEL VENDOR&UxDERSEPAATE PERMRI AND a" -m+ � - s m - LJ: - la t �� ��1� N n, /, Jas -0 ^ ❑ CORNE0.CWIMFEE ON ALL WADS WTIHINA35'-0RAOIUSOF STORAGE ENTRY DOOR OR ELEVATOR LOBBY. (ST-1p1.1j _p '- 9s / ' ( ] p ® IN) UGHTFIEURE, REFER TO ELECT. DVE-S. b - c'I- ! 8911MY 4� _ c- � N HVAC EQUIP ABOVE REFER O MICH DWG'S 1 z3� I ,m,n __-- ,mUl Ls 1 -erg rrlr� 10312 4 11 ST-SO " 4 = -:11/1 - / O R31r 1 _- 1 N, y (NI STOREFRONT TDOOR,O DOOR DOOR SCHEDULE Ru L4 m - '�{-- L- L •- 82 .. N ' 23 23 1A 23 NOTUSDOOR, REFER TO OOOP SCHEDULE B I I I I� I I I IIII L B- 2 I 4 N-1 BA L N II 'll I I 1 I N \ IINsa L D 24 NOTUSED 26 'I Ilu , II xo�, Bl IJ.k,�- �I - _ _ - - 1] zs NOT usEO r I I pt 1fi IN) AOA [OMPWNi BI-LEVEL DRINKING FOUNTAIN - ITTANN I dFJ z3 I a zz�z a z 3 r'-" i j I' 1 3( / E,-Z;I n z / I/ z°I I �^ °iNNl Aaaa,: JB , 1101s �_Bs_I i1.5D zo TVP. j 1 1 T m-�. - Yaw 1 P 1801 ADRIAN RD. n \ _ _BURLINGAME, CA 1- 15 l5 20 15 23 30 _ PgOVIOE DIRECTIONAL111/ 1 .p^ 4 Il G1.C6 GLOB APROWSIDELEVATOR 'A6.ID O 11 3&4 A6.01 4.OY owner 1fl I LA6A1ASS@ A301 1Z3A4D1 V�5 V9 12 HALLWAY Public Storage, IOC. GS.D6SIGNAGE 701 WesternC Avenue GAP 3/4•DESIGN BUILOCOxFRACfOR SHALL BE RESPOxSIBEANDVERIFYMLFlEm Glendale, CA 91201 10'-0' lll'-0' 10'-0' LI'M 0(1•d^ 1p'-0' 10'-0'. low• In-0• laL• ]O•-0' 30'-0' 30'4I• 11Y-0' -01/4"'-113/A 30•-0" 1'-0' 10'-0' ltl 30'-0' 30'-0' 10'-0" 30'-0" '-0" 10'-0• 10' lll'L' 10'-0' 30'-0' 30' 1�-0' ltl-0' 3M{l 1➢'-0" 6'i' CONDft10Ni ANY DISCREPANGFS BETWEEN WSTING CONDITIONS AND WHAT IS SHOWN ON DRAWINGS SHALL °E BETWEEN ARCH NG CONDAIONS A N PRIOR TO 7 1 •4 a 4. 9'-61/4" 1 •.6•• 13'.6• 23•- •• •-6" 23'a' 23' 3'-6° 13•-E• 23• ••-6• 33'.6" 28 -35/B° DEMOLITION AND/ OR CONSTRUCTION. ELEMENTS SHOWN IN ONE INSTANCE APPLIES TO ALL CONDITIONS WITHIN THE 57-0 /16"-61/1 " 5 - S/8" PROJECT PROTECT NORTH NOTE: 0.3 ASS AS A6 A.] AS A9 0.1 R3 B.g LI Ld O 03 0.g E] E1 FA fA O G.8 N.3 HS H.9 J.4 1.g O K] L] O L9 M.1 N3 X.) P1 P.5 P.8 AL -STORAGE UNITS ARE SHOWN DIAGRAMMAPCALLY.REFER TOSTORAGEUNN A B C D E I\F G� H 1 K L M N P Q MANUFACTURER DRAWINGS FOR MORE DETAILS, UNDERSEPAMTE PERMIT. FIRST FLOOR PLAN sGLE: 16 r-0• 1 FLOOR PLAN LEGEND DEMOLITION NOTES. 1. IN AREAS WITH DEMOLITION WORK, REFER O SPECS. FOR ADDITIONAL INFORMATION, AS WELL AS OTHER SHEETS WITHIN THESE CONTRACT DOCUMENTS. 2. WHEN DEMOLISHING AN ITEM, REMOVE ALL ASSOCIATED ITMS,(I.e. STRAPS, FASTENERS, HANGERS, WIRES, CLAMPS, ETC.), TYPICAL 3. DEMOLISH ALL OTHER STRAY, UNUSED ITEMS THROUGHOUT THE AREA OF WORK (i.e. STRAPS, FA TI NEE, ER.) LEFT FROM ANY PREVIOUS USES, TYPICAL. 4. DEMOLISH ALL UNUSED EQUIPMENT WITHI N THE SPACE, ALONG WITH ASSOCIATED ITEMS, TYPICAL. EXIT ILLUMINATION NOTE: I HE HE MEAN�CLUUING THE EXIT DISCHARGE, SHALL BE ILLUMINATED ATALL TIMES THE BUILDING SPACE SERVED BY THE MEANS OF EGRESS 15 OCCUPIED WALL NOTE FIRE WAUS. FIRE BARRIERS, FIRE PARTITIONS, SMOKE BARRIERS AND SMOKE PARTITIONS SHALL BE EFFECTIVELY AND PERMANENTLY IDENTIFIED WITH SIGNS OR STENCILING. SUCH IDENTIFICATION SHALL: 1. BE LOCATED IN ACCESSIBLE CONCEALED FLOOR, FLOOR CODING OR ATTIC SPACE 2. 0E LOCATED WITHIN 15 FEET OF ME END OF EACH WALL AND AT INTERVALS NOT EXCEEDING 30 MEASURED HORIZONTALLY ALONG THE WALL OR PARTITION;AND 3. INCLUDE LE TIERING NOT LESS THAN 31NCHES IN HEIGHT WITH A MINIMUM 3181NCH STROKE IN CONTNSDNG COLOR INCORPORATING THE SUGGESTED WORDING."FIRE AND/OR SMOKE BARKER- PROTECT ALL OPENING"OR SIMILARWORDING PLUMBING NOTE: ALL NEW AND EXISTING PLUMBING FIXTURES SHALL COMPLY WITH THE FOLLOWING STANDARD: 1. WATER CLOSET SHALL NOT EXCEED 1.28 GAL PER FLUSH 2. FLOOR MOUNTED URINALS SHALL NOT EXCEED 0.5 GAL PER FLUSH 3. WALL MOUNTED URINALS SHALL NOT EXCEED 1.125 GAL PER FLUSH 4. SHOWERIEADS SHALL HAVE A MAXIMUM FLOW RATE OF 2.0 GPM AT 00P51 5. NONRESIDENTIAL LAVATORY FAUCETS SHALL NOT EXCEED 0.5 GPM AT 60MI G NONRESIDENTIAL KITCHEN FAUCETS SHALL NOT EXCEED 1.8 GPM AT WISH "FLO�IRPLAYJ G NEkALTVOTE5 ,, .. , ., �_ \ (D © / ,, , .. IN) FIRE EXTINGUISHER CABINET G3.0] (N) KEYPAD ' 1. DIMENSIONS ARE TO FACE OF METAL STUD, GRID ONE OR CENTER LINE OF COLUMN, UNLESS NOTED OTHERWISE. C. EXTERIOR EGRESS COMPONENTS AT OTHER THAN THE LEVEL OF EXIT DISCHARGE UNTIL EXIT DISCHARGE IS 1 REFER TO RJURGED PLAINS ELEVATION CALOFU0LSR E00RNUM°ERS, ACCESSIBILITY CLEARANCES, WALL LOCATIONS WALL TYPES, ACCOMPD. NTERORLISHED FOR BUILDINGS REUIRED TO HAVE TWOEXIT DISCHARGEEEMENTS, AS PERM17EON BOLDING WIDE MORE EXITS. SECTION 1028.1, IN BUILDINGS. OM PUSH BUTTON TIMER FOR 6UN[IGIREVI€'ED a N"=-31 3, ALL DRYWALL WITHIN STORAGE ABUSHALLBECOVERED TO MATCH PARTITION WALL PANEL HEIGi OF THAT REQUIRED TO HAVE TWO OR MORE EXITS. HOLD OPEN FLOOR. E EXTERIOR LANDINGS, M REQUIRED BY BUILDING CODE SECTION ICI, FOR EXIT DISCHARGE DOORWAYS IN "•+-.p^a�rtr4RjM ` 4 SEALALL PENETRATIONS IN RATED WALLS WITH FIRE RATED SEALANT. BUILDINGS REQUIRED TO HAVE TWO OR MORE EXITS IN) ACCESSIBLE UNIT 5. LLL LWITHIN STORAGE AREASHALL BE COVEREDOAN B'-0°ARR W/METAL PAPTNON SYSTEM 26' NN WALL LINER 5HACONSIST OF STORAGE MTERIES1UNIT EQUIPMENT OR AN ON-SREGNERATOR. MEINSTALLATIONOFND LL ® SECURITY CAMERA, REFER (I RA' wothee Mes. yc* Oay 6. NOBFYARCHITECTIF DISCREPANCHs ARE FOUND BETWEEN ARCHITECTURAL AND STRUCTURAL DRAWINGS PRIOR ME EMERGENCY POWER SYSTEM SHALL BE INACCORDANCEWRH BUIDINGMDE5ECTON22. • TO PERFORMING THE WORK. 27. EMERGENCY LIGMING FACILITIES SHALL BE ARRANGED TO PROVIDE INITIAL ILLUMINATION THAT 15 AT LEAST AN 0 LRI Lot (NI ILLUMINATED EMERGENCY EXIT SIGN, REFER TO ELECT. DWG'S. J. REFER TO STRUCTURAL DRAWINGS FOR BEARING WALLS AND JANUS DRAWINGS FOR METAL PARTITION SYSTEM, AVERAGE OF S FOOT-CANDLE (11 LUX) AND A MINIMUM AT ANY POINT OF 0.1 FOOT-CANDLE M LUX) MEASURED TYPICAL ALONG THE PATH OF EGRESS AT FLOOR LEVEL ILLUMINATION LEVELS SHALL BE PERMITTED TO DECLINE T00.6 ® DOOR NUMBER 8. COORDINATE SPRINKLER LINES WITH ELECTRICAL LIGHTS, MECHANICAL DUCTS AND STRUCTURE. FOOT-CANDLE (6 LUX) AVERAGE AND A MINIMUM AT ANY POINT OF 0.06 FOOT-CANDLE(9.6 LUX) AT THE END OF \ 9. SEAL CONCRETE FLOOR ENTIRE STAB WITH ONE COAT PRIOR TO CHAINING PARTITION/ FRAMING LAYOUT. SEAL THE EMERGENCY LIGHTING TIME DURATION. AMAAMUM-TO-MINIMUM ILLUMINATION UNIFORMITY RATIO OF �11 INDICATES SLAB BREAK, REFER TO CIVIL &STRUT DWG'S. HALLS WITH TWO COATS AFTER METAL PARTITION SYSTEM INSTALL 40 TO 1 SHALL NOT BE EXCEEDED. 30. PROTECT AMOUR SPACE AROUND DUCT WITH AN APPROVED FIRE SOP SYSTEM. 28. NOTE: FIRE WALLS, FIRE BARRIERS, FIRE PARTITIONS, SMOKE BARRIERS AND SMOKE PARTITIONS OR ANY OTHER MQ IN) MOTION DETECTOR N0. REVISION DATE SIR, PROGRESS& CITYSUBMITTAL 06/2Z/2020 ® 1APCVPUbrI 10/05/2020 p Addendum A 10/12/2020 Q Addendum B 10/30/2020 ® End PCReSuemIRA1 11/OW2030 11, 12. -. � \ �,\ /^\ UNITS MARKED" IN SHALL BE ACCESSIBLE UNITS ALL STORAGE UNITS ARE SHOWN DIAGRAMMATICALLY. REFER TO PANEL PROVi DRAWINGS FOR MORE DETAILS. A. WALL REQUIRED TO HAVE PROTECTED OPENINGS OR PENETRATIONS SHALL BE EFFECTIVELY AND PERMANENTLY IDENTIFIED WITH SIGNS OR STENCILING. SUCH IDENTIFICATION SHALL: BE LOCATED IN ACCESSIBLE CONCERED FLOOR, MOORTERIG OR ATTIC PACE, ® (N)EXITSIGN Shm Name /'•EJITE(`TVIO /LL 11 RA 13. 14. STORAGE PAEINON MFR. TO PROVIDE PROMOTION FOR REFRIGERAM UNES AND ROOF DRAINS WHERE THEY OCCUR INSIDE OF UNITS AND IN HALLWAYS. CONTRACTOR TO COMPLY WITH CONSTRUCTION WASTE MANAGEMENT REQUIREMENTS PER CURRENT 0. BE LOCATED WITHIN 15 FEET IA5R MM)OF FILE END OF EACH WALL AND AT INTERVALS NOT EXCEEDING 30 FEEL ALONG ME PARTNON; AND 3 FEET Mai VAR MEASURED HORIZONTALLY ALONG THE WALL OR INCLUDE LETTERING NOT LESS THAN 31NCHES V6 SAM) IN HEIGHT WITH A MINIMUM 3/8" INCH (9.5111 STROKE IN KB HAOXBOXI'MOUNTINIJIMURE h1RCH 1. ARCHITECTURAL FIRST FLOOR 15. 16. 17, CALGREEN OR LOCAL JURISDICTION REQUIREMENTS, WHICHEVER IS MORE STRINGENT. EXIT SIGNS SHALL BEINTERNALLY 09EXTERNALLY ILLUMINATED EXIT SIGNS ILLUMINATED BY AN EXTERNAL SOURCE SHALL HAVE AN INTENSITY OF NOT LESS THAN 5 FOOT CANDIES(54 LUX) INTERNALLY ILLUMINATED SIGNS SHALL BE LISTED AND LABELED AND SHALL BE INSTALLED IN ACCORDANCE W ITHTHE MANUFACTURER'S INSTRUCTIONS AND SECTOR 702. 29. 30. COMPARING COLOR INCORPORATING ME SUGGESTED WORDING. 'FIRE AND/OR SMOKE BARRIERPROTECTALL OPENINGS OR OTHER WORDING. ALL INTERIOR CMU BLOCK WALLS AND CMU VENEER SHALL RECEIVE CLEAR SERER OF THE EXTERIOR SIDE ALL EXPOSED WIRING TO UTILIZE RACEWAYS IF VISIBLE TO THE PUBLIC OR INSIDE UNITS (INTERIOR) PLAN WALL TYPES pTN WALLTYPE (N) 2 HR RATED EXTERIOR WALL 18. 19. 20. EXIT SIGNS SHALL BE ILLUMINATED AT ALL TIMES. EXIT SIGNS SHALL BE CONNECTED TO AN EMERGENCY POWER SYSTEM THAT WILL PROVIDE AN ILLUMINATION OF NOT LESS THAN 90 MIM IN CASE OF PRIMARY POWER LOSS. ALL EGRESS DOORS SHALL BE READILY OPENABE FROM THE EGRESS SIDE WITHOUT THE USE OF A KEY OR SPECNU(NOWLEDGE OR EFFORT. REFER TO BUILDING CODE CHAPTER 10 MR EXCEPTIONS _ - ILL GOING WALL i•-•i (E) CONC MASONRY WALL (N)1-HR RATED WALL (N)2-HRRATED WALL III Mg.: PS Drawn bi Ri DD gNGNIN N 21. 22 DOOR HANDIES• LOCK AND OMERL OPERATING DEVICES SHALL RE INSTALLED AT A MIN. 34" AND A MAX OF 48' AWWME RNISHED FLOOR. NCWDIGALL STHEEXITDISCHAGEANDSHALLALL ALSO LEM PLY Win BLI BBEILUMINATEDIATALLTIMESTHEION 10, THE MEANS OF ED PASS,EDILDINGSACESERVEDBYME Ra WALL INFILL (N)"R RATED WALL (N)CONCMASONRYWALL ySPMgmNn 20458 23. MFAKS OF EGRESS IS OCCUPIED. THE MEANS 0F EGR EBB HIM MINATON LEVEL SHALL NOT A USE MAN 1 FOOT CANDLE AT THE WALKING SURFACE. THE POWER SUPPLY FOR MEANS OF EGRESS ILLUMINATION SHALL NORMALLY BE PROVIDED BY THE PREMISES (N) NON RATED GAM PARTITION 1 MIN R-13 INSULATION Sheer NO, ELECTRICAL SUPPLY. IN THE EVENT OF POWER SUPPLY FAILURE, AN EMERGENCY ELECTRICAL SYSTEM SHALL A. AUTOMATICALLY ILLUMINATE THE FOLLOWING AREAS: AISLES AND UNENCLOSEDEGRESS STAIRWAYS INRWM5AND SPACES THAT REQUIRE MoORMORE NOTE: CONTRACTOR TO COMPLY WITH CONSTRUCTION WASTE MANAGEMENTMEANS L B. OF RESS, CORRIWEGEXU ENCLOSURES AND EXR PASSAGEWAYS IN BUILDINGS REQUIRED TO HAVE TWO OR MORE REQUIREMENTS PER GREEN BUILDING SECTION SA REQUIREMENTS, WHICHEVER IS MORE STRINGENi.D°OP LOCAL JURISDICTION A1.M V-� EXITS. /, i. �" V n � /A /A /v �A /A . A /, i� ... i _-� � / A i /'� /� �`/'� 1, .'� /\/� i\ /\_/\ / Norman 2120-I1LS IS &1 OB E2 E) F9 FS G.3 GB s N.2 N.5 II 14 l.8 L3 %] L2 LS L9 M4 M.B H3 NT R2 PS RE III .i 1 YI 316'1 IN IN - 'i III NM PPi PPS ZJ O NnIRA NN3 O II b �I O 4„ �x 4 III 4. p•.03I yy -' _ _ _ __ _ 0 `.. < T rr E EF4 O, I� ` ` 34"DSO a3/n 10 pal^fin p / / __., - - - -`: t Ef3 O p'.o3lAd I l0 0/ _-t. - a Y O -.. 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I„ s�IE �s -�II1c�tl� �L IL_JL C RRIOOA 111 �' g llNi air �_ 1 4 I r 1 IS NE o i n a C RRIDM 3 ,- ,-e--r1-�1--H-�--R ;,; Ir� T=-11�--B-'Ir-F'11='-I od�� IF Li_I - ® ,1-P1 ® ,- � - ®-L--� yJ ®R._ _'-I_u�_s'J "� _ ®I.Il Id ' _-F®.r .1 AN, ® -_ _ �r a JF�L1 • • • JI I`___-_..�.LJL �1 s _ L11 fir___--_ _T CORRIDOR 115 _ C RRIDOR 115 1-- -- q C115 J - (LIPS B 4 �Ci': dD�2 a -jUA 0l{ 1 -N i I III s.. I I - .ems.-T s. ,.,NO x I 6 _ 1 GAP ' 53 4' . " is a :: 1i :: '. . k 1p -a 1p-o lo�D 10-0 10 0 lo-0 to-s 10-0 1p-o 10-0 1IN,10.-0 la-o oa 10-0 lD-D 10 ON to of/4 _ I1,J' I 9'-61/4" 2 -6° ZT-Sa'I 1 23 I AL3 A9 A6 A.6 A] A8 A9 JUL &3 B8 l C9 C1 03 08 E2 f) "C1. (D (e) - 1a vTA �3 V.5 L5 13 III I CORRIDOR AND DOOR NOTES 1. REFER TO SHEET 62-01 FOR WALL/ PARTITION TYPES 2. WIRE SECURITY MESH ABOVE ALL STORAGE UNITS ED8-1 GATO COORDINATE W/ VENDOR MESH CEILING SHALL BE INSTALLED INC BELOW SPRINKLER GRID WITH SUPPORT 5- ON EITHER DIRECTION 3. ELEVATOR LOBBY SHALL HAVE A UN HIGH DIAMOND PLATE WAINSCOT ON ALL INTERIOR SURFACES. WAINSCOT SHALL CONPNUE WITHIN 25 FEET OF ELEVATOR DOORS'. 4. PRE -FINISHED GLOSSY "PUBLIC STORAGE' ORANGE METAL ROLL UP DOORS. REFER TO 64.01 PANEL AND LINER PLAN 5, PRE -FINISHED GLOSSY" PUBLIC STORAGE ORANGE METAL SWING DOOR R FOR ADA ACCESSIBLE STORAGE UNIT, ROLL -UP DOORS TO REQUIRE MAX. 5 Los OF FORCE TO OPEN AND HAVE PULLDOWNROPES W/ LOOPS AT ENDS A MAX. OF 48" A.6.F. WHEN DOOR IS FULLY OPEN ). FOR ENDS BE WIDE BUT ONLY 51 THE DOOR SHALE. BE AN Vi ROLL -UP, USE ROLL -UP DOORS WHERE CONFLICT OCCURS OR AS DIRECTED BY THE JURISDICTIONAL REQUIREMENTS. 8. PLUMBING/ SPRINKLER UNIES/ MIAMI FRAC DUCTWOKISHOULD PRIMARILY BE RUNNING DOWN THE HALLWAYS. 9. SPRINKLER LINES TO BE PAINTED RED DAN ERE REQUIRED BY LOCAL CODE) 10. EGRESS DOOR MUST BE OPENABLE FROM EGRESS SIDE WITHOUT THE USE OF A KEY, OR SPECIAL KNOWLEDGE, OR EFFORT. PANEL "BASIS OF DESIGN" VENDOR: JANUS INTERNATIONAL CONTACT: REFER TO RESPONSIBILITY MATRIX SFOWIGE COMPONENTS INCLUDE: HALLWAY PARTITION SYSTEMS UNITDOORS FIRE EXTINGUISHERS(@ PARTITION SYSTEMS ONLY) WIRE MESH CEILINGS DAMOND PLATE WAINSCOTING UNIT IDS, ADDmoNALNOTES: 1. GENERAL CONTRACTOR TO FURNISH& INSTALL ALL STRL CFURAL DEMISING PARTITIONS 2. GENERAL CONTRACTOR TO PROVIDE OFFICE ALL WITHNON-BEARINGMARUBFOS INSTORAGLOBBY MISINGAR 3. GENERAL CONTRACTOR TO COORDINATE WITH PANELMAWUF FORALL STORAGE DEMISING PARTITIONS. PARTITION (NOTES 1. VENDOR TO PROVIDE SEMI -RECESSED FIRE EMIN GGENER CONTRACTOR MAX. PROJECTION OF 4"INGUIHERS 55 / PLAN FORLOCACHONS,CORRIDOR COMP N FIRE BE CONTRA ENEAI T Ci / G IL CON RA 0 0 PROVIDE FIRE EXTINGUISHERS 2, DOOR AND CORRIDOR COMPANY CAN BE CONTRACTED BYI GENERALCONTRACTORT P G N o PROVIDE THE wuowwG: UNIT IPA 3. WIRSTORAGE UMESHSHALLBE PARTITIONS, ABOVE TO CASE OR I' 4. CONTRACTORTO COORDINATE AB OVE EALL STORAGE UNITS AND PROVIDED BY STORAGE UNIT VENDOR. GENERAL CONTRACTOR ARM WRAP, NATEW VEN DOR NOOR 5. INSTORAGE DRAWINGS TO ROVIDEUCTIIRALSTEEL ALL COLUMNSW METAL LINER PANELS IN ACCORD WITH VENDOR / ALL DRYWALL DRAWINGS HI BE ORA GEED 6. PANELS WITHIN STORAGE ARM (TENANT SPACE AND CORRIDOR) SHALL BE COVERED W/METAL PARTITION LLS ). ALL EXPOSEDUNFINISHED SCREW SHALL SHALL BE EEDGO OCAPS"MMING OR PROTECTIVE COVERS S. ALL EXPOSED SCREW TIPSSHALL BE COVERED W/"MOCAPS"PLSTICPROTECTION. _\I FLOOR PLAN KEY NOTES �1 (E)TILT-UP WALL TO REMAIN, REFER TO STRUCT. OWG'S. ❑2 (E)COLUMNS TO REMMN, REFER TO STRUCT. 0WG's. ❑3 (E) ROOF DRAIN DOWNSPOUTS TO REMAIN O C)DOM MlC WATER TO REMAIN 5 E DIAGONAL BRACE ABOVE 1) © NOT USED O BUSEINNII IOINT ® SO STORAGE UNITS, REFER TO STORAGE MANUFACTURER CASE, UNDER SEPARATE PERMIT ❑9 IN) HOLD OPEN DOORS, REFER TO DOOR SCHEDULE 30 (N) 3HR FIRE PARTITION, REFER TO WALL TYPES 11 NH INTERIOR WALLS, REFER TO WALL TYPES 12 (N) CONCRETE TOPPING SLAB THROUGHOUT EXISTING BUILDING, REFER TO STRUCT. Oval 13 (N) CMU WALLS, REFER TO STRUCT. OWES. 14 Un CMU OR CONE. WALL IN- FILL, REFER TO STRUCT. DWG'S. 15 ❑ (NJ WALL IN FILL REFER TO STRUCT. SAVE ARCH. WALL I 1 TYPES 16 (N)ELECIRICAL CABINET S, REFER TO ELECT. DING 'S ll IN) ROOF DRAIN DOWNSPOUTS (TO CONNECT TO UNDERGROUND STORM DRAIN SYSTEM 18 (N)MAPES CANOPY 19 PROVIDE 4'-0" HIGH DIAMOND PLATE WAINSCOT, (BY PANEL VENDOR& UNDER SEPARATE PERMIT) AND 4" CORNER CHAMFERS ON ALL WALLS WITHIN A 25'-0RADIUS OF STORAGE ENTRY DOOR OR ELEVATOR LOBBY. 20 do LIGHT FIXTURE, REFER TO ELECT. DWGE. Il (N)HVAC EQUIP. ABOVE, REFER TO MESH. DWG'S. R IN)STOREFRONT DOOR, REFER TO DOOR SCHEDULE O (N) DOOR, REFER TO DOOR SCHEDULE IMTUSED NOTUSED 26 (N) ADA COMPLIANT BBEVEL DRINKING FOUNTAIN 1 q" 110'-0" 11010' I6'- DESIGN BUILD CONTRACTOR SHALL BE RESPONSIBLE AND VERIFY ALL FIELD 30'-0" 100" 10' l0A 10'0" 10 p" 1p'0" IDU 10'-0"' 10'ED 10'0' 30'-0" 30-' ld-0 30-0 30'-0"I lOb" 4 CONDITIONS ANY DISCREPANCIES BETWEEN EXISTING CONDITIONS AND WHAT IS SHOWN ON DRAWINGS SHALL BE BROUGHT TO ARCHITECTS ATTENTION PRIOR TO 1 1 24'-6" 29' 3'-6" 23'fi" 23'6" 96" 236' 28 35/8" DEMOLITION AND/ OR CONSTRUCTION ELEMENTS SHOWN IN ONE INSTANCE APPLIES TO ALL CONDITIONS WITHIN THE 5)'-0 /16" fi 1/1 5 5/8 PROIER, 8 PROJECT NORTH NOTE: G3 GA O IG H.2 HS H.9 O (1.91 19 18 K3 K] L2 L$ L9 O O- O O M.4 MS N3 NJ O P.2 P.5 PB I �(�) (O 1(21i gLL SHOMES UNITS ARE SHOWN DIAGRAMMATICALLY. REFER TO STORAGE MANVFALTORER DRAWINGS FOR MORE DETAILS, UNDER SEPARATE PERMIT. UNIT J FIRST FLOOR PLAN SCALE: 1n6"=1 1 FLOOR PLAN LEGEND ... . <, FLO GCNERAL NVI - 13 dT WIV QE (NIIN (ND CABINET G1.07 1. DIMEN51ONSE TO FACE FMETAL UD, GRID E. EOFCOWAL UNLESSNOTEDWALL 0. EXTERIEGRESS AT OTHER THAN THE LEVEL OFFXITDISCHARGE UNTIL EXIT DISCHARGE IS © (N)KEYPAD 2. PLANS RDOOR NUBERS.NEOR(SEMI BILOYC TyPes, ENLARGEDPLANSDOORNUMBERS,ACCESSIBIUTYCIEARANCES, WALL LOCATIONS WALLTVPFS, BUILDINGS RANG E%ITS. ANTERIOR INTERIOR DEC. INTERIOR ELEVATION D. NEDFORBUILDINMER .ASPER ITTETWOOR PERMITTED IN BUILDING CODE SECTION IMB.I, IN BUILDINGS OM PUSH TIMER FOR 3 STORAGE AM DRYWALL WITHIN STORAGE AREASHALL BE COVERED TO MATCH PARTJDON WALL PANEL HEIGHROFTHAT REQUIRED AVET O RMOREGREE VETWOORMOREBY OPEN HOLD OpFA TEAL A. E. EXTERIOR AN BY BUILDING WIDE SECTION 10, FO0. E%ITDISCHARGE DOORWAYS IN EMERINGS o 4. SEAAMDRLALLWITHIN S IN D WALLS FIRE RATED AV TWO MORE ENDS, REQUIRE TO HAVEMORE BUILDINGSEEQUIREDER $ NO ACCESSIBLE UNN t . 5. ARM SHALL BE EDTOAN"I AM DRYWALL WITHIN STORAGE ARFASHALL BE NVEREDTOIW S'A"A6F W/METAL PgRTR10"SYSFEM 26. STORAGE SYSTEM SO A NOT MINUTES AND ON 6A WALLLINER OMR EMO SHAM CONENCYPOWE0.5EMM RIE, UNIT EQUIPMENT UG R AN SITE EN INSTALLATION OF GENERATOR. THE 0 `@ (ry)SfNRTIY fAMERp, REFER TO ELER.OWG'S. 6- ARE FOUND BETWEEN ARCHITECNRALAHO STROCNRALORAWINGS PRIOR THE EMERGENCY WERSYTEM 5HFS, WITH BUILDING CODE SESSION 27.TAWTION SHALL BE INACNRDANCEWITH ACCORDANCE NGLUMINATION TO PERFORMING THE TOPERFORMINGWORK. 27. WORK. EMERGENCY IINITI EMERGENCY COOT- FNCIUOESLUX) L BE INITIAL ILLUMINATION THAT RAINGEDMINIMUM IEASURE ® 1NLTAN DIN ILLUMINATED EMERGENCY EXIT SIGN, REFER TO Ef£R.DWG'. ). REFER TO STRUCTURAL DRAWINGS FOR eEARMG WALLS AND JANUS DRAWINGS FOR METAL PARTITION SYSTEM, AVERAGE OF I ANDA AT ANYPOINTFOOL El U)IS OF( ) CANDLE (1 LU%)MEASURED 11LU%ANDA MINIMOR RF < vrEr<yFD TYPICAL THE PATH EGRESS LEVEL. INAT SHALL BE TO HUX)AVERAGEA AT XX-X%X. DOOR NUMBEfl Ul}N �EB 8. LINTS WITH ELECTRICALLIGHTS, FOONGANDLIE DAMINRANMATINAYPOINT F0.06FLBEPERMITTED LUX)ATINE EEND THEEN0 OF FOOTMERGLE16 LUX)AVETINCDD AMINIMUNMI ANY POINTOF UOfi F00MINAT10N --IDC- .9. 5EALCOORDICON FRETE FLOPS PRIOR TO OPARIONDSTRUCMIN SEALCONCREWO RSTALL YJNG PARTITION/FRAMING LAYOUT, SEAL NG U IFORIM TO -MINIMUM ILLUMINATION UNIFORMITY RAN OOF IGICATESSIAB BREAK,REFERTO CIVIL&STRUR.DWG'S. HIN SETS AFTRMETALITHONECN SYSTEM TWOCOATSAFROUND 28. 0 TO SHALL NTBE EXCEDEDOURgTION.AMA%IMUM BEEXCEEDED.'- 40TO FIRE FIRE - vNDISS 30. ROTECTWITH P AROUND DUCT WITH AN APPROVED STOP EM. DUCT WIITHNSYSTEMEDFIRE PROTECT gNNUI!]RS SPACE YST WALLS, NOTE: WALLS FIRE BARRIERS FIRE PARTITIONS, BARRIER SAND SMOKE M N OMOTION DETECTOR BE ACCESSMILE TICALLY. WALL OR TION PENETRATIONS SHALL BE EFFECTIVELY AND PERMANENTLY PERMANENTLY IRED TO OR VEu1FWEDBy 12. ALNL STORAGE UNITS ARE SHOWN DIAGRAMMAL REFER TO PANEL PROVIDERS DRAWINGS FOR MORE IDENTIFIED WITH SIGNS STENCILUI GO SUCH MODIFICAPENINGS ® OU EXIT SIGN DETAILS. A. BE LOCATED IN ACCESSIBLE CONCEALED FLOOR, FLOOSCEILING OR ATTIC SPACES: ----04i= 13. STORAGE PARTITION MFR. TO PROVIDE PROTECTION FOR REFRIGERANT LINES AND ROOF DRAINS WHERE THEY INSIDE OF UNITS AND IN HALLWAYS. B. BE LOCATED WITHIN 15 FEET(4572 IN OF THE END OF EACH WALL AND AT INTERVALS NOT EXCEEDING 30 FEET KB KNOXBOX, MOUNT PER FIRE / OCCUR ALONG THE PARTITION; AND FEET (91"MM) MEASURED HORIZONTALLY ALONG THE WALL OR INCLUDE DEPARTMENT REQUIREMENTS. \ 1 14, CONTRACTOR TO COMPLY WITH CONSTRUCTION WASTE MANAGEMENT REQUIREMENTS PER CURRENT LETTERING NOT LESS THAN 3 INCHES(76 MAN) IN HEIGHT WITH A MINIMUM 3/8" INCH (ITS MIMI STROKE IN A CALGREEN OR LOCAL JURISDICTION REQUIREMENTS, WHICHEVER 15 MORE STRINGENT. CONTRASTING COLOR INCORPORATING THE SUGGESTED WORDING. "FIRE AND/OR SMOKE BARRIER -PROTECT ALL / 15. EXIT SIGNS SHALL BE INTERNALLY OR EXTERNALLY ILLUMINATED OPENINGS" OR OTHER WORDING. �.L� 'T p WALL TYPES i 16. EXIT SIGNS ILLUMINATED BY AN EXTERNAL SOURCE SHALL HAVE AN INTENSITY OF NOT LESS THAN 5 FOOT 29. ALL EXTERIOR CMU BLOCK WALLS AND CMU VENEER SHALL RECEIVE CLEAR SEALER OF THE EXTERIOR SIDE IT CANDLES(54 LUX) 30. ALL EXPOSED WIRING TO UTILIZE RACEWAYS IF VISIBLE TO THE PUBLIC OR HE DE UNITS(INTERIOR) i 17, INTERNALLY ILLUMINATED SIGNS SHALL BE LISTED AND LABELED AND SHALL BE INSTALLED IN ACCORDANCE pTN O WALLTYPE® (N) 2 HR RATED EXTERIOR WALL WITHTHE MANUFACTURER'S INSTRUCTIONS AND SECTION 702, 18, EXIT SIGNS SHALL BE ILLUMINATED AT ALL TIMES. 7TTi O N J HR RATED WALL j I EXIT SIGNS SHALL BE CON NECTED TO AN EMERGENCY POWER SYSTEM THAT WILL PROVIDE AN ILLUMINATION OF OR WALL NOT LESS THAN 90 MIN. IN CASE OF PRIMARY POWER LOSS 20. ALL EGRESS DOORS SHALL BE HEADILY OPENABLE FROM THE EGRESS SIDE WITHOUT THE USE OF A KEY OR ZTtr NO2-HIT RATED WALL SPECIALKNOWLEDGE OR EFFORT. REFER TO BUILDING CODE CHAPTER 10 FOR EXCEPTIONS. 21. DOOR HANDLES, LOCK AND OTHER OPERATING DEVICES SHALL BE INSTALLEDAT AMIN.34"ANDAMAX.Ol ® NO3-HR RATED WALL ABOVE THE FINISHED FLOOR. (d`')WALLINFILL 22, ALL EGRESS DOOR OPERATION SHALL ALSO COMPLY WITH BUILDING CODE SECTION 10, THE MEANS OF EGRESS, INCLUDING THE EXIT DISCHARGE AN D SHALL BE ILLUMINATED AT ALL TIMES THE BUILDING SPACE SERVED BY THE T/ HIT CONC MASONRY WALL y MEANS OF EGRESS IS OCCUPIED. THE MEANS OF EGRESS ILLUMINATION LEVEL SHALL NOT BE LESS THAN 1 (N) NON LASTED GAS PARTITION ' FOOT-CANDLE AT THE WALKING SURFACE. :�1,1(U MIN R-13INSULATION / N 23. THE POWER SUPPLY FOR MEANS OF EGRESS ILUMINATION SHALL NORMALLY BE PROVIDED BY THE PREMISES' ELECTRICAL SUPPLY. IN THE EVENT OF POWER SUPPLY FAILURE, AN EMERGENCY ELECTRICAL SYSTEM SHALL AUTOMATICALLY ILLUMINATE THE FOLLOWING AREAS: NOTE: A. AISLES AND UNENCLOSED EGRESS STAIRWAYS IN ROOMS AND THAT TREQUIRE TWO OR MORE CONTRACTOR TO COMPLY WITH CONSTRUCTION WASTE MANAGEMENT MEANS OF EGRESS REQUIREMENTS PER GREEN BUILDING SECTION 5AO8 OR LOCAL JURISDICTION B. CORNDORS,EXR ENCLOSURES AND EXIT PASSAGEWAYS IN BUILDINGS REQUIRED TO HAVE TWO OR MORE REQUIREMENTS, WHICHEVER IS MORE STRINGENT. =`- IXR S T U D 1 O architecture t en 3'Deering 23 ORCHARD ROAD,ISLI ITS 200 LAKE FOREST, CA 9:1690 T 9493803970 F949380.37)1 eLU 454N u� /A _ slw6wN vNd�u Y No C-3819 ]-31-31 Public Storage DIN'TName PUBLIC STORAGE TENANT IMPROVEMENT m1imAlki 1801 ADRIAN RD. BURLINGAME, CA D Public a Stora Inc 701 Western g Avenue Glendale, CA 91201 NO, REVISION DATE 90%PROGRESS & CITY SUBMITTAL 05/22/2020 Tat PC ResubroNtal 10/05/2020 QA Addendum A 10/12/2020 Q Addendum B 10/30/2020 2nd PC Resubmittal 11/04/2020 Sheet Name ARCHITECTURAL FIRST FLOOR LOCKER PLAN PM1M&: PS Drawn by. Fon, DD CRe[ted ANY SV OR Pri III 20458 s6ee No. A1901-A PIotI 201 Oa B Op O F O O 0 K I. M N P 4 CORRIDOR AND DOLOR NOTES A3 A4 0.5 A.6 A] A.0 A9 B.l R3 EB. C.1 CA C.] D3 08 Et EJ Fd f8 <.� G0 H2 HS H9' 1.4 LBQ E.3 0.] 2 LS '�L9 Md 9hEI N3 N] Pi PS P.0 1. REFER TO SHEET FIGHT FOR WALL/ PARTITION THREE I 31695/8" - :I 2 BE INSTALLED SPRINKLER GRID WITH SUPPORT Q Q Q STORAGE UNITS@9TxxG.CRO COORDINATE W/ VENDOR MESH CEILINGSHALL 5 ON AIEITHER DIRECTION 3. ELEVATOR LOBBY WITHINHAVE A 25 FEET' ELEVATOR DIAMOND DO PLATE WAINSCOT ON ALL INTEfl10fl SURFACES. WAINSCOT SHALLN15HED GLOSSY WITHIN ZS FEET OF ELEVATOR DOORS 4. PRE-FINISHE GE69Y"PUBLIC STORAGE" ORANGE METAL ROLL -UP ODORS. REFER TO G4.01 PANELAND LINER PLAN ova 5. PREFOR FINADISAE lUSV"PUBGE UNIIAGE"ORANGE OORS TO REQUIRESWIRWG OOR MAC Pill 6. FORADOACCROPESI51'OMGEUNINDSAMROLL-UP DOORST.F.F.WE DOOR SLIBS OF FULLYO0.CETOOPEN AND WI•/E NN PM LI O PULL -DOWN RWID W/LOOPS AT EEEP THE MDR SHALL BEAN SENDOORRFUSE OPEN NN3 2p jl Z FOR UNN510' WIDE BUT ONLYDIRE T' DEEP THE DOOR SHALLBE RML R ROLL -UP, USF ROLL -UP DOORS WHERE ' /`\ LI3 L19 ® '\ 2g PLUMBITOCNRS0R0.501SEREDBV ATHE llD JURISDICTIONAL PRIMARILY 3 \L/ �`0'.q., g. PLUMBING/SP0.INZLER LINES/ MAINS/ HVAC DUCTWORK SHOULD PRIMARILY BE RUNNING DOWN THE IIII A201'. : HALLWAYS. TI 0 ' -03/ SPRINKLER LINES FIBRE PAINT fl H RE REQUIRED BY LOCALCOD D 9. S I PAINTED RED W E QU f) 1 IF '-03/a ID. EGRESS DOOR MUST BE OPENABLE FROM EGRESS SIDE WITHOWTTHE USE OF KEY, OR SPECIAL KNOWLEDGE, OR O. Y - --_ I .. ......_..__ iIL. _ IIY _.._ IIIj ._ TIT _ ....___ ____. ES1 Fi _{_-FF9 FFB GG �GGB 11 _III __. �-I _ .p 314. '.03I41L7-03/4'Y 4�3 4 i 031a..,-�..__ YY69 _.a C / 1 EFFORT I I -..._.III_. 003 fEJ O--�0t03/4.. p D3Ta. D3i9 P 3/- 3� -- ,..._ - `p N 34, 4 a.: p 0314•. 10 -0314 0A3/4" ttP'. _ _. 1 I, °N. QL- r._ ::01113/ /i0'-0 / 1p 03/ 8 ] I_ � G. A �T ,fig Q 'Via° iW Q L- j CORR�R21J,k P,D aI Ielo Sol °I- G.1 �-' _ I l - 1 a. �° 1 o. } °.: °. I�res_ _r®IQ n -_ - -i // r - ITYP ] ° .. �O' ® 3 @ 1 lal r 1� ~ _L ,�--=L ( _ Lo _ ��_t N - _I.I _5� i _! I- w b $WIR3 T u St ttP .�bc- : m s - 5.3 w -- - '- - - _ Gil I p , Q , P 23 ®L h_. » ®®� g, O PANEL "BASIS OF DESIGN" ,.r° ,.,ope., p,.0 e. a u-`g- 3 .-I -- , .I�'I e.,T 'T , r-- -p - -'° o _. _ s /I :°., it-- �� p3 a R �` i VENDOR (ANUS INTERNATIONAL "m� -�� ---- �I- ,o / q I� H o X50 4 STORCONTAGE COM REFER TO RESPONSIBILITY MATRIX / V o STOAGECOMPONENr51N SYSTEMS 6.9 4 N 6 p T -°u- ❑`F�' I ! 20 Ve, o....l I _ t °.r° - Lro-4--,0,1°-_ f _. _ 6.9 � s.� N Y - Q � w '. ��o.r _ r° I 4b HALLWAY PARTOI(N SVSTEMA _ - j _ o I1 _ _ UNITDOORS _-_ ° - S �o `� 4P "o FIRE EXTINGUISHER51@PARTITION SYSTEMS Orv1v) TY�--.4. �onv-m.��=�0 8- �._�6RhIDOR �/I _ �__o�_. /�1^_ F.-J'"'� �� _. B ORPp R2-5 Fi _ - �_ -�/� WIRE MESH CEILINGS Toll ms Toe � :°., I,os r ( os�� r IZ :ct rms ° 0,6 4,6 DIAMOND PIRATE WAINSCOTING C} v D p e Q b ADDITIONAL NOTES: a Tl'PI J _-. °.°`FI mw -gum i°ae /I 'u..� ..e _Teas-y w.ro+ m.o °.° :Ors „I -Taro-, mo e.S°+ mr°-.-:o.m� nyw' w L a I r o I 1 4 4A 2. GENERAL CONTRACT -- :°.m�mr° �-w --- ORTOPR1. GENERAL CONTRACTOR TO OVIDE ALNISH & 'WON BAEARNGPHRiONS NLL STRUCTURAL OFFICE AN0NG 10N8BY AREAS 43 ion .r rms iPs rms s - J Par 'e r m e �( XJg 43 3. GENERAL CONTRAQORTO COORDINATE BUT IT PANEL MANUFl FORAM STORAGE DEMISING PARFTONS b - _�I� _I_-_I_-1---_L 4 __ J_-�� _ �V ^ 01 20 iBt-- .:CORRa00R2 vt1 T Z➢ to l - B. CORRQ DR2 J. (lo ! 46 /Tre I i°.i° o - v__ w o.i _.-I- -r- -T- d1-l"--'D- -T ._ 4.1 - Aei ( O --> _ I" 0.0 - two IJI s" a I."tell ° a.,e-I r, _. 6 e - me �.° m°+- ��IIr - --��° 8- �-�.I" e -�� 1- �° ..f ,41, _ o I o q O �- N, 0,., -I ❑$ nd +�. --I __L i�T -� III+`J -�- �` - - - - m s PARTITION NOTES lot, !_ _ TVP. } a -- a °a o. exit o °a o,o °ao 1-�T T o I - s I o on ( �P•o o 40 - 1. VENDOR TO PROVIDE SEMI -RECESSED FIRE EXTINGUISHER CABIN I T W/ MAX. PROJECTION OF 4"REFERTOERE55 9' o -I Ise '�r0 I � 0 o : o io.� ! I no 1 I 1 o o III o I a I // °"° " " PLAN FOR LOCATIONS, VERIFY All FIRE MARSHALL. GENERAL CONTRACTOR TO PROVIDE FIRE E%TINGUISHEFIS''. r.°.° WAR a o ° e ua io 0 6a° ° ., e. 31 - j o.'-.-_-,--r. .. r.-J JL--_h__L,h_.�-,�(.-{ L.J.-_.-,IrJ_ s''�_.(�I/-(_((/)I�- __ __.. _ 31 2. DOOR AND CORRIDOR COMPANY CAN BECONTRgCFEDBYGEMERAL CONTRARORTOPROVIDE THE FOLOWING: s,io .®4-L. �o .I e- �_ L. )4 L2D9 y+i 0 _ - _ CORRID R29 II -�.._ T -_ �:� - }B Te, fep L"-o .. o I® _ uwrlPs So v ORRl209 _ y q _ _ 'B C2 S _ _ 3. FOR STORAGE UNIR PARTITIONS REFER TO G401 -1 r of M �- I -i "Y�s -I- � _ � 1- -I- E E RITY MESH SH A E NITS AND PROM I NO R, fN RAL � �- '-"� 10 �- 7 s` Imo. " 4. WIR SCU ALL BE ABOVE ALLSTOR G U DED BV STORAGE UNTVE 0 G E oti o ss ''�Il+-F 1 IY e.° ioa° i.r° -ruie ono i°a° roem-l- iv.o nano 1 Fmi�4iom °.re- -io.m 10.10 Iona -.mo 11.11 °,c yam Itt °.re -. o.e e.� a Im o. I'll Am, -F s -L - X - - -- - 3.5 IN STORAGE R TO ARMWRAP, ALL STRUCTURAL VENDOR - ; : s '�'m :'I. ({ / 0 36 O 5. SHOP DRUEARFAIWAP,ALVIDED STEEL COLUMNS W/METAL LINE0. PANELS IN ACCORD WITH VENDOR I )`w a o w SHOP DRYWALL WITHIN STORAGE ° ss I Ix" I EI- Y _ o�T L i S -^1 b0 6. ALL DRYWALL WILH.NSTORAGEAREA TENANT SPACE AND CORRIDOR SHALL BE COVERFDW METAL PgRTII'IDN s< s °a°-mo_.I. s� ..ram imio. 1 a,o o.0-4°.>I-0,0 rmr°-..:Io s ..o __ PANELS ) wl ,0. 0 I rm 0-- 1 , . .mr, o. o roeo- . �.,° t 1 LISP. rmr0 L3 __ 1 33 s ° I i= - h e o o /� °" ° °" so/ - 33 J. ALL SHARPED SCREW TIP SHALL BE COVERED EDW1-EDBYHEMMING OROTECTI N. COVERS/ 4 _S 1� Ir LJ- -L-�- -----` -- I_-�__._-® \ �Iro �1- �F-J. L _e._� �.- o_ -J 20/y n or S. ALL EXPOSED SCREW TIPS SHALL BE COVERED W/"MBCAPS'PLASTICP0.0TERIBN. w /@S C 20 "- 2Bt. 20 CORRIDOR2 1 �.- F. ELEV,.-� _.-�. B. cORRcn=211 tot o9 „ n .e , o.n as 02oao iqr,. r,IT �� ago No.�o 0.� �_ �.�0 Batt I 4 ® -�zDT _� - - - --_ 3'1 I 0.0 ® ) °a° I 1°no 10,1e Toss wn°_ --: ew= B - I MI R iTYP. _1 i t--/ J - - ' O3 KEY NOTES All eeos os e�.os� e ios ms `tltl ss ., }ion s__�os ., ���.. Toe �_� To-. os le.a1 j1 ° �''ro° _I + {- - _._ &9 END aSort°J.L� J �.1LL-- „->�- Jp��{-,p o,s Il+-RR 82s3 I°.s �ro•s I�r ` A2401 ❑ LEI TILT -UP WALLTOREMAIN RLOBSRFRPP�ANS. BC, r 13 CORRIpOR213 T\' i'-{�'+I-.B-'e'lJ j _Jv�// J ° �L D 9 O (E)ROOFpMIN DOWNSPORE) COLUMNS TO REMAIN, UTS TO TOR MAIN FER TO STRUCT. DWG' S. _. T- - B i. _ C. -T / 1 -1, of _ j 2A' } "(�' Tyr- o w0 - - EA O (E) DOMESTIC WATER TO REMAIN r A4 OJ C213 B� Psi--��Lt- `ry ° c fs - P s 11.11 y0 5 p : .11 �°.l°h-=.v oa _I` I o.ro NID i 0. III' I- ello l� '.owls 9 I �'� I o ❑5 IE)DIAGONALBACE ABOVE 9 le, ati :3 gz01msll�o.:, !o o ae I� o .�� i- �/ �,...t. , _ - = a6 © NOTUSED 26 Iss 9 T �- $ 9i 0 2D �I r - (rv)susM¢Jo1NT f,11 o ° �- Tars 1 rmrs rs I °.' a , °as 45-0 „ ms /su ® ON) STORAGE UNITS, REFER TO STORAGE MANUFACTURER OWLS. UNDER SEPARATE PERMIT bao5c, °.s :au _ Ors �. _I ro.o °. _r _ ro.m_ - .ro. rwm1CIR S ! j _. .. .{ -T_ s p _o.i ' ° ",. I_ _.. CU. ,n o SU F.. / -.- _ -_. 21 �9 LNI HOLD OPEN DOORS, REFER TO DOOR SCHEDULE v s.ra ,., ng -1-„ L'� - �.__I-_,j--�❑ _.L_ :-1 - m y-'. 1. e - 3_I_ v �LJ f ,.0 °:. __� s ❑ - 0 10 NO BAR FIRE PARTUION, REFER TO WALL TYPES "s.- - .. -� LBY z' CORRC215219 x-iEl __ '-_ - _. _ CORR�qOR215'.i.SBt l® XZ3 29 I ^ 31 (N) INTERIOR WALLS. REFER TO WALL TYPES $2 4 I 'ss '"'I°"'7 "I ��- p, '- 20 �- __T_ CZ1S =I ST- - Iv s o -' 2'2 12 IN) CONCRETE TOPPING SIABTHROUGHOUT EXISTING BUILDING. REFER TO SFRUCT. Mot on.i.1 B ._I -._r.e o.0 °.n s_ �O I�j'�m.uyr,t_._- TSB " 'roa I / I-J 20 �,. `? 13 (N)CMU WALLS, REFER TO STRUR.OWG'S. a °.rs l.frrs_.:_ r rorri l o. lu j�,. �lu )r�s_ ud+ 1.. �us .®.._I mu_. - �� _.... �Lr - �- ^��'II TVP. - =�- 22. __ - _ a_ Z 30 (NI CMUORCONC. WALLIN-FICA REFER TO STRUR.OwG'S T. _ �.-w,�_r II _1 - -- l- --- -- --- v90 {111-� ... I r T _ _ __ J_. PF 9d. _ _ / I•e1c 0.i ssI a O & ARCH. WALL NPFS 15"LF/ J .sI �� ! (,' - hh Q I ,B 6- =1 sel��11 T 119 ll IN) ROOF DRAIN DOWNSSPOIN) STORY WALL IN BILL, IN) ELECTRICAL CABINETS, UTS(TO CONNECT TOFER TO ELECT. DWG UNDERGROUND B . .. __. _. s I L. _ _ _ _ 0 I 9 tl __ L� ,. lh j O __.. _. _ \]ham yI I1 t 10,10 F---}' 13 E-1 ,.o ",' I,n I/ �! 1 I I - I I I "I (I s _ LA 18 (N)MAPES CANOPY UNDERGROUND STORM DRAIN SYSTEM B I I I I o.=e I =e I o.ro I I I I aC \ ,,,., o -..---_. 1 ro.m ia.m; r6Re MAY ono ,o fo I '°.= o.w ��° '°.=o -�°.m r°.m raao lo.w o.w it J °� no I d, I 'oyte\I o.m C I e.0 \ cIR l`o _- PROVIDE 4'4- HIGH DIAMOND PLATE WAINSCOT. (BY PANEL VENDOR& UNDER SEPARATE PERMIT) AND a" If 3y 9 n ?� I ,sl \TI d y 1 1 CORNER CHAMFERS ON ALL WALLS WITHIN A25'-0ADIUSOF STORAGE ENTRY ODOR OR ELEVATOR LOBBY. EX_I _ _ - �S - �, _ LI =j=_-j__-j__'y_"I _I-I___I-_,�L__1 e �S. ¶ ,L.- _ L5 ��J.._ \-���// D- ~ O L6 20 IN) UGHFEQUIP..OVREFER TOELECT. TOMECH.O Q TI� -.a C- - _ -�= ICJ-- _Bj `-� __ 9:_ [2ll iBt )r: 20 %I'\ �LEL18.®' 1 -116 o n 21 (NIHVAC EQUIP. ABOVE. REFERTOMECH.OWG'S. £OPTIC", __ - IN) STOREFRONT DOOR REFER TO DO SCHEDULE s1 B (... I -I _j` j�"'I--"r-�- �I- T^-�I---jam "-�I-'-' �r , A3D1 - - T 19 23 BUT DOOR, REFER TO DOOR SCHEDULE OR _W I Ap ST-ZOl -. 8 Q I RiH H- 13 g 1 l!120'I 1' ) _ 1 vo.w-_I ! 1 1 1 1 1 1 eao 1 u ` :'!). of I 2. = 1 _ 24 NOT USED ,m ro.w- f ) I I rm»-j.-10n0 i- en0.-j .one-j w,ro-p =0 I j B.ao {I All Q Rva I: Y4,a 1_r__ _ zs NOT USED QB O 1 - 1 °• I - Yp°.w � � � p I EL � �- L Vol1 J , (N)ADA COMPLIANT BI-LEVEL DRINKING FOUNTAIN - I I m=°- ,°._° _._.°o-av Oro 6 n° - °w - I 1 v II z I o ��TYP 2 _7� I -� 10 I __ _ a I _QL Il �. _ '�11�n �.u.. �I� g6.01 2 13 O lg - 2 1� I' 1p- S 2 A620 THP A6.10 A621 l8 f PER ! 8 Sd PROVIDE DIRECTIONAL A301 TYR 12 12 3 G106 G108 ARROWSTOEIEVATOR A3.23 1 -- - p323 A301 ZI VS V9 201 61. : "Zg II HALLWAY GAP 53/4" G1.06 SIGNAGE DESIGN BUILD CONTRACTOR SHALL BE RESPONSIBLE AND VERIFY ALL FIELD To}0_ 1D,D" lD'-0• IDb' 1D,9• 10•L'• 10'L" 10,0• '� lo'-o" 30',0• ID'-D• U 10, P- to, 8" 10'-0" 0 SO'0" 01/a'19'-113/4" 10'-0" 10'-p" 10'0" 10'0 10'-0" 10'-0" 10, O, 1D'-0" 10'-0" SO'-0" SO'0" 1p'-0" lOb" 10'HOC to- ID'-0" 10'0" 1P 0" 1D'-0° 6'4"' SHOWNCONDITON DRAWINGS SSHALL BE BETWEEN BROUGTE%I STINGCBNDITIBNSANO WHATIS a X' k- SHOWN ON DMWINGSSHATRUCTI OUGHT TO gftCNNER'SATTENTION PRIORTO 71'4" - 9'-slat 2 t6^ 23'.B' 23'-" 3'6" 231.6" 23' • 3'.6" 23.6• $3' " 3'6•• 23'6" 28-35/8" DEMOLITION ANO/OR CONSTRUCTION. ELEMENTSSHOWN IN ONE INSTANCE APPLIES TO ALL CONDITIONS WITHIN THE 57'-0 /W '.61/1 " s - s/a" PROJECT. 38 '-7 Au PROJECT O IO O O O O O O O O O O O O O O A O O O O O O O O 0 0 O NORTH rvOTE. A3 A4 0.5 A.6 AJ 0.8 A.9 A.1 B.3 BB C.1 L4 C.i 03 R8 E.2 E.1 EI E0 G.3 G.8 H2 H.5 H.9 lA l.A K3 K1 L$ LS L9 M4 M.B N3 N.1 P$ PS P6 gLLSTORAGE UNITS ARE SHOWN DIAGRAMMATICALLY. REFERTOSTORAGE UNIT OA B C D E OF G H .I OK L M N O /\ AM LAND DRAWINGS FOR MORE DETAILS. UNDER SEPARATE PERMIT. SECOND FLOOR PLAN SAE. ln6"=r-D" 1 FLOOR PLAN LEGEND I , �� _ vFL06 OLAN G�NER'AL NVTCJ `� 0 - (N) FIRE EXTINGUISHER CABINET G1.D 1. REFER ENLARGED FACE OFMETAL RDOOR NU GRID LINE OF UNLESS NOTED C ACCOMPLISHED FCOMPONENTS REQUIRED OTHER TO N ME HAVE TLEVEL MORE DISCHARGE UNTILE%ITDISCHARGE IS © (N)KEYPAO 2. INTEROR ENLARGED CANSFOR DOOR NUMBERS,A[[ESSIBILRY CLEARANCES, WALL LOCATIONS WALL TYPES, ACCOMPLISHED FCHARGUNINGS ELEMENTS,ASTOHAVETWOOfl MOREODE ALL DRYWALL LLWITIN STORUTS, ETC. p. INTERIOR ELEMENTS, AS PERMITFED IN BUILDING CODE SECTION 1028.1, IN BUILDINGS OM PUSH BUI TON TIMER FOR L 3. FLLDRYWALL WITHIN STORAGE AREA SHALL BE COVERED TO MATCH PARTITION WALL PANEL HEIGHTS OF THAT REQUIRED TwOORMORE EXITS. HOE OPEN FLOOR. E EXTERIOR NG LANDINGS, REQUIRAS HAVE TWO OR BUILDING CODE SECTION 10,FOR EXIT DISCHARGE DOORWAYS IN 4. SEAALL DRYLALLW1ATIONSIN RATED ORAGEAEALLS SHALL BE FIRERATEDTIAN8't BUITHE POWER SYSTEM SHALL MORE ROVIDETS. (N)ACCESSIBLFUNIT . 5. WALLU WALL WITHIN STORAGE AREA SHALL BE COVERED i0 AN 8'-0"A.F.F. W/METAL PARTITION SYSTEM 26, THE LCONSIN ST OFSTORAGEBAMSHALL UNIT E PROVIDE POWER FORA ON -SITE EN RAT R.THEAN90 MINUTES AND 66 / WALLLINE0. ME EEMERGENY POWER SYSTEM SHALLERIES, BEINEQUIPMENTE AN WITH BILDINENERATECTIONINSTALUTION OF P+ (N) SECURITY CAMERA, REFER TO ELER.OWG'S S. TOTIERFORMITG IF DISCREPANCIES ARE FOUND BETWEEN ARCHITECTURAL AND STRUCTURAL DRAWINGS PR100. EMERGENCY LIGHTING WE0.5YSTEM SHALL BE ARRANGED EWIIDE INITIAL CODE THAT `0 REFERTORMINGMAIR DRAWINGS 2Z EMERGENCY II FOOTC NDLE(11LUX)SHALL BE ANDARRANGED TOPROVIDEILLUMINATION LSAT LEAST AN ® IBf OF (N) ILLUMINATED EMERGENCY EXIT SIGN, REFER TO ELECi.DWG'S. J. REFER TO STRUCFURALDRAWLNGS FORBEARING WALLS AND IANUSDMWINGS FOR METAL PARTITON SYSTEM, AVERAGEHE PATH OF CANDLE(11LOORLEVAMINIMUMATN ANY LEVEL SHALL IFORMITTDLT DLUX)ECOETO0. MEASURED � TYPICAL FOOTGAMBLE IS HUX) AVESS ATRAGE FLOOR LEVEL ILLUMINATION LTOF0.6FOCT PERMITTED TCANDIRE IRS LX) AT ME END `� DOORNUMBER BU ME: ill 8. SEALCOOCONCRETE FLOOR EL REER WAE WITH ONE CAL OAT PRIG TO pUC6AND N/FRAMIN ME EMERGENCY LIGHTIN ROME ND DURATION. MINIMUM AT ANY XIMUM-1I-MINIMUMILLUMINAHONUNIFORMITRADID OF f$IN( ME EH 9. HALLWITH CONCRETEEFORA ENTIRE SPLAS PA ONION SYSEMINS CHAl1(ING PARTTION/FRAMINGIAYOUT SEAL UP TO 1 SHALL NTBEENGTIMEVATION.AMA%IMUM-TO-MINIMUMILIUMINATIONUNIFORMITY RATOOF INDICATES STAB BREAK,REFER TO CIVIL &SIRUCLDWG'S.-.,.,6„ OEpp HROTECTTHTW0EATCE MR AROUND DUST WALL AN APPROVED ALL NOTE FIRE WALLS, FIRE IRE%IEEE. Errru-+droo- "nomMEIV�" 30. PROTECT ANNULAR SPACEgROUNDOUR WITH AN APPROVED FIRE STOP $YSIEM. 28. NOTE: FIRE WALLS FlREBARRIERS, FIRE PARTDIONS,SMOKE BARRIERS AND SMOKE PARTIPONSORANY OTHER MQ (N)MOTION OETER00. fIc: 11. UNRSMARKED"b." SHALL BE ACCF551BE UNITS WALL REQUIRED TO HAVE PROTECTED OPENINGS OR PENETRATIONSSHALL BE EFFECTNELYMD PERMANENTLY "r PRAwY.e� e 12. ALL STORAGE UNAARE SHOWN DMGAMMATCALLY. REFORM PANEL PROVIDERSDRAWINGS FOR MORE NENTIRED WITH SIGNS OR STENCILING. SUM IDENTIFVANON SHALL: ® INIIXITSIGN '�i"-v'"";Ts"" DETAILS. A. BE LOCATED INACCESSIBLE CONCEALED FLOOR, FLOORACEILING ORATOCSPAC ,, R'ED BY_ `'^'" 13, STORAGE PARTITION MRS. TO PROVIDE PROTECTION FOR REFRIGERANTLINES AND ROOF DRAINS WHERE THEY B. BE LOCATED WITHIN 15 FEEL(4572 MM) OF ME END OF EACH WALL AND AT INTERVALS NOT EXCEEDING 30 FEET KNOX BOX. MOUNT PER FIRE --"IRA,—__ OCCUR INSIDE OF UNITS AND IN HALLWAYS. ALONG THE PARTITION; AND FEET (NITS FORM) MEASURED HORIZONTALLY ALONG THE WALL OR INCLUDE KB DEPARTMENT REQUIREMENTS. 14. CONTRACTOR TO COMPLY WITH CONSTRUCTION WASTE MANAGEMENT REQUIREMENTS PER CURRENT LETTERING NOT LESS THAN 3 INCHES(76 SAM) IN HEIGHT WITH A MINIMUM PAT' INCH LOS SAM) STROKE IN CALGREEN OR LOCAL JURISDICTION SEEM IREMENTS, WHICHEVER IS MORE STRINGENT. CONTRASTING COLOR INCORPORATING THE SUGGESTED WORDING. "FIRE AND/OR SMOKE BARRIER -PROTECT ALL �.1� p 15. EXIT SIGNS SHALL BE INTERNALLY OR EXTERNALLY ILLUMINATED OPENINGS' OR OTHER WORDING. WALL TYPES 16, EXIT SIGNS ILLUMINATED BY AN EXTERNAL SOURCE SHALL HAVE AN INTENSITY OF NOT LESS THAN 5 FOOT 29. ALL EXTERIOR END BLOCK WALLS AND CMU VENEER SHALL RECEIVE CLEAR SEALER OF ME EXTERIOR SIDE L\ CANDLES(54 LUX) 30. ALL EXPOSED WIRING TO UTILIZE RACEWAYS IF VISIBLE TO THE PUBLIC OR INSIDE UNITS (INTERIOR) 1J, INTERNALLY INTHE MANUMINATEDSIFACTUREARTSGNS SHALL LLB BE AND LABELED ABON ]@ AND SHALL BE INSTALLED IN ACCORDANCE PTN WALLTYPE ® (N)2HR RATED EXTERIOR WALL \ 18. EXIT SIGNS SHALL BE ]ILLUMINATED AT ALL TIMES. ST• BAR 1-HR RATED WALL / 19. E%ITSIGNSSHALL BECONNECTETOAN EMERGENCY POWER SYSTEM THAT WILL PROVIDE AN ILLUMINATIONOF _ (EA CONC WALL NOT LESS THAN 90 MIN, IN CASE OF PRIMARY POWER LOSS. �r (N)2HR RATED WALL 1 20. ALL EGRESS DOORS SHALL BE READILY OPENABLE FROM THE EGRESS SIDE WITHOUT THE USE OF A KEY OR SPECIALKNOW LEDGE OR EFFORT. REFER TO BUILDING CODE CHAPTER 30 FOR EXCEPTIONS 21, DOOR HANDLES, LOCK AND OTHER OPERATNG DEVICES SHALLBEIrGMJUUD AT A MIN. 34"AND A MAX. OF 41 ® (N)3-HRRATE WALL ABOVE THE HIRSHED FLOOR. ® NOWALLINFILL 22, ALL EGRESS DOOR OPERATION SHALL ALSO COMPLY WA BUILDING CODE SECTION 10, THE MEANS OF EGRESS, %TJT�TJ% US CONC MA80NRT WALL INCLUDING ME EXR DISCHARGE AND SHALL BE ILLUMINATED AT ALL TIME5 THE BUILDING SPACE SERVED BYM E MEANS OF EGRESS IS OCCUPIED. THE MEANS OF EGRESS ILLUMINATION LEVEL SHALL NOT BE LESS THAN 1 (N) NON RATED GWB PARTITION FOOT-CANDLE ATTHE WALKING SURFACE. ]OIBN101� MIN RH 31NSULATION 23. THE POWER SUPPLY FOR MEANS OF EGRESS ILLUMINATIONSHALL NORMALLY BE PROVIDED BY THE PREMISES ELECTRICAL SUPPLY. IN THE EVENT OF POWER SUPPLY FAILURE, AN EMERGENCY ELECTRICAL SYSTEM SHALL AUTOMATICALLY ILLUMINATE THE FOLLOWING AREAS: NOTE: A. AISLES AND UNENCLOSED EGRESS STAIRWAYS IN ROOMS AND SPACES THAT REQUIRE TWO OR MORE CONTRACTOR TO COMPLY WITH CONSTRUCTION WASTE MANAGEMENT \ MEANS OF EGRESS. RE4UIREMErvTS VER GREEN BUILDING SECTOR 5.408 OR LOCAL JURISDICTION B. CORRIDORS �E%IT ENCLOSURES AND EXIT PASSAGEWAY5 IN BUILDINGS REQUIRED TO HAVE TWO OR MORE gEQUIREMENTS, WHICHEVERISMORE STRINGENT. ALl EX /`L architecture IF engineering 23 ORCHARD ROAD, SUITE 200 LAKE FOREST, CA 92630 T 949.380.3970 F949.3803771 eL0 45P1 B 3-3t PI 9 OF Glt� ° Public Project Name PUBLIC STORAGE TENANT IMPROVEMENT Project Address 1801 ADRIAN RD. BURLINGAME, CA Owner Public Storage, Inc 701 Western Avenue Glendale, CA 91201 NO, REVISION DATE SM PROGRESS& CIINSUBMITTAL 06/22/2020 CA PC Resubm ttal 10/05/2020 A Addendum A 10/12/2020 g Addendum B 10/30/2020 2nd PC Resubin ttal 11ALOVI20 Orel Not ARCHITECTURAL SECOND FLOOR PLAN PAN. Men:PS Dril It IF CM1e[4ea W: N N MPPmketxa 20458 meet No. A1e02 Plat Bete: 20PRILON ) TIN A3 A4 AS 0.6 P.1 A% 0.9 BS B3 B% `Ll [4 L1 I 03 D.B 1E2 E.J Fd F0 63 GB 4N.2 H.5" H9 IA LB19,I y,N� F\ �Ql CORRIDOR AND DOOR NOTES O O O O O O OB O O J Ol O O O O O O O 0 O O� O OrO O O O O M4 MB ,1 N.3 N.J RP.2 0$ P.8 1. REFERTO SHEET"G201 FOR WALL/PARTITION TYPES 2. WIRE SECURITY M ESH ABOVE ALLSTORAGE UNITS@8'-01GI COORDINATE w/ VENDOR MESH CEIUNG SHALL 316-95/8 BE INSTALLED 13" BELOW SPRINKLER GRID WITH SUPPORTS' ON EITHER DIREC ION 3. ELEVATOR LOBBY SHALL HAVE A As" HIGH DIAMOND PLATE WAINSCOT ON ALL INTERIOR SURFACES. WAINSCOT I' li SHALL CONTI DUE WITHIN 25 FEET OF ELEVATOR DOORS 4. PRE -FINISHED GLOSSY"PUBLIC STORAGE" ORANGE METAL ROLL -UP DOORS. REFER TO GI PANEL AND LINER PLAN S PRE -FINISHED GLOSSY "PUBLIC STORAGE" ORANGE METAL SWING DOOR OO PP5 PPBO ® 6. FOR ADA ACCESSIBLE STORAGE UNIT, ROLL -UP DOORS TO REQUIRE MAX. 5 His OF FORCE TO OPEN AND HAVE NN3 NNJ PP2 1] PULL DOWN ROPESW/LOOPSATENDSAMAXOF48PETE WHEN DOOR 6 FULLY OPEN ® O LS ® ]. FOR UNITS 10- VALE BUT ONLY S'DEEP THE DOOR SHALL BEAN B'XT ROLL -UP, USE ROLL -UP DOORS WHERE ® 2Ob" 1CONFLICT OCCURS OR AS DIRECTED BY THE JURISDICTIONAL REQUIREMENTS. O ® 201Ny 8. PLUMBING/ SPRINKLER LINES/MAINS/ HVAC DUCTWORK SHOULD PRIMARILY BE RUNNING DOWN THE • - 03/4"IFRO3/4 0.03/". -� 30. EGRESS9. SPRINKLER DOOR MUST BE OP�NABIETED EFRIOMHERE EGRES REQUIRED EWITHOUTTHP USE OFA KEY, OR SPECIAL KNOWLEDGE, OR _p 4 0 3/4 0 4 EE FF4 FF8 0 - _ - _ EFFORT. I -__ O I, 4 SO'-03/4 O - r - Ip O -. .._ o r IN _ V69. L _ - _. -03/A OU3I430'U 314 _ l 4 J 2 EEJ FE 0.03/4 IO D3/4 0 03/4. 6% 0'-03/4' D 03/4" 0'-03/4' yyy jY, ® O CCd 0'-03I4" I B - 6A BB 'L`J O'D3/4"SO'-03/4" LL€. y w ®- M. 0 I 1 A'-=' "1'(CO RIDOR21 i o A'i0A314" O 0.o. I I...JI, } �C201 n 1 - P°.n �sIF ���-�! K 5.t _ _ _..�` III - _ 3 - LEE 1 6d .r _ 6 '9 __t m y 9 $ - _ Iwo I _ _ _ �_- COR0.00423 - _ rr I � PANEL "'" I � "BASIS OF DESIGN" 11 VENDOR a a Yfi9 o N NT Y t S INTERNATIONAL + +11 L -,� III I I i f I I �Pf / CONTACTREMPONEN RESPONSIBILITY MATRIX 10.10 I ( T STORAGECOMPONENTSIT T ION SYSTEMS v u nm mra -4 q.B HALLWAY PAR TION SYSTEMS d 1I a- I In y�Ty-, I Iy-I IIy.J /. ` - UNITOOORS 4 Vfifi „IO._. L d .1 __J I_ .y. -<,[, J __� 7L/7 %r'•II �JlLT4 �+ILAI � �JF=H , f _ FIRE EXTINGUISHERSSI@ PARTITION SYSTEMS DNLYI 'k -I CORIL205 3r T _ JB _. CORRIDOR35i /iLa' q� L I// W MSHCEILING C205 a✓, L,. _ B C20$ - �� 96 DIAMOND PLATE WAINSCOTING '- i�6 O uxlTms m v•v,,, ". , _ visi „ n ,,.m ,.•v Lis._ ;o,�., .ano am m.,��. Tiv r T c.u� i_ i., o / ADDITIONAL MOLES I i ory ... I, C1J f ry w dq 1. GENERALCONTRACTORTO FURNISH&INSTALL ALL STRUCTURAL DEMISING PARTITIONS _ rr may o QA f t P I _ " C s 2. GENERAL CONTRACTOR TO PROVIDE ALL NON -BEARING PARTITIONS IN OFFICE AND LOBBY AREAS _,L-JLJL AIL- I- ..1 '''gym., OR IDOLS 2-r ,___" - �_ 7�_""""L..'lx CORR�IDi32L� �'- 1 m '�" J--/ 43 3. GENERAL CONTRACTOR TO COORDINATE WITH PANELMANUE FORALLSTORAGEDEMISING PARTITIONS. 8 at 05 -I 305 TIE_ � iPIII � -II_ - m� _ _ -. 1-- �i. I `sue 1ji 41 1 - N�. LI O -I I III II 1 " 9� q °. 0 _ o _,. � �� -,�- -- ' � ��,� s.. � 39 PARTITION NOTES ,,���,,�� 1 /I 1. PLANVENDOR PROVIDE FIRE EXTINGUISHER CABINETW/MAX.PRWECTION OF 4' REFER SS m a s e 5., s �rs °T m. s. 11 � all ° en a d '. ,� y F �I , ,s�. s0 .E v � a,� �_ // PLAN FOR LOCATIONS, VERIFY W/FIRE MARSHALL GENERAL CONTRACTORTO PROVIDE FIRE EXTINGUISHERS ry �2- ss ',i '���� L_.�- CORRIDOR 9 - �JEI� �E-� 1,20 1rr - 'L-'� -�18 L_ _ _;' ORRl' B2 s O�� I P ��. _ !® I 2. DOp0. AND CORRIDOR COMPANY fAN BE CONTRACTED BYGENERAL CONTRACTOR TO PROVIDE THE FOLLOWING: at p - TFv 4NC. I I V� - 3.1 UNIT IVS �.+u G401 - C)09 e_ G401 __ B /B -IT GZ1 3. FOR STORAGE UNI r PARTITIONS, REFER TO GI o T ITS- �7f`T" I r- -T _�, TM7r-r�„',17- s s s ��-R - m ��� - sLL j.wL 'F,.( 1 ° 4. WIRE SECURITY MESH SHALL BE ABOVE ALL STORAGE OHM AND PROMDEDUY OMGEUNOVEN00R.GENEML .. .s ay °. ii1���"JI I �,J ". s su =� 5 - -� 6 6 �' CONTRACTOR TO COOROINATEW VENDOR y5 , � nm m,= -.-=n �I - 35 5. IN STORAGE AREA WRAP, ALLSTRUCNML STEEL COLUMNSW/ METAL LINER PANES IN ACCORD WITH VENDOR cl,-m _ ScScSc"" 'J Vm o SHOP DRAWINGS TO BE PROVIDED - - -- - d ', 0 6. ALL DRYWALL WITHI N STORAGE AREA (TENANT SPACE AND CORRIDOR) SHALL BE COVERED W/ METAL PARTITION O i Ir I,7uE �° s,. s� I „-9d F„ �,��,II zEETI 5t j III- F„us..1 �-w9 � � y 'd s ��I •vao is ,..; s,^ q 1 - - 33 NELS ), ALLSHAPP/UNFINISHEDEOGES SHALLBE PROTECTED MMINGORPPOTECTIVECOVEPS 33 m 14 L._- ILL-vx�- s sa-e.�ffiE �_� ��UIt. )OR2LL ��1 _-� .f- LTV. ��-� -J s..�s•s ��,IYCDPflDI1R211 -� �T _ _�".�'�C q ALL EXPOSED SCREW TIPS SHALL BE COVERED W/MOCAPS'PLASTIC PROTECTION. 31 - at➢`_9`, m s.° sT pE' q'T C]ll .I ^�':`i`"Y '', ��-°�.-'P] �T, I.1 I rL�' Ld av sW s L'71� o rvO e. ..�L� _ _ � _. -...F J TILTUP p 29 1�1 ... j'i ,e a" su s., s.. s.. ,-s. .. s.n <'mYF1 .-a a1 ��� 1 s �s.. r „"�u F"II �.n 1. seal s.a .tea.+ ,. �s su .VAT ss n., r� " O 29 ❑ (E) WALL TO REMAIN, REFER TO STRUET.OWG KEY NOTE) ry }I'rVd'� rc r „yam; 1 COLS TD03 l'13yT � �.-� a �11'1"N �. 1.1 J l + .. y� ���^1'B ICORR _$ 3 Bid ^1sED!. � ) lvo '1 •a °.F 3 (EJ COLUMNS STOPIARAIN REMAIN, REFER TO STRUCT Di OUTF FLREMAIN OOR PLANS. ED 18 1.gJ1-fr_-ft Ti ' �It T� b- P xy.,. 1 rv"2 1 4 - 2.0 O 1 4 IO1T L gs•i1 =..n f�Ir p°c L J-�JL-�.� �I C "-�I �J'. �..v..e L Ls �Ob n 4 IE)OOMESIIC WATE0.TOflEMNN pp A. p `p Vl 10 ilo ❑S (E) DIAGONAL BRACE ABOVE u " ., - �. I .,,,p / 9 2.6 © NOT USED n Ire." W-. 56 oa ••. I -. f .e'e n o ❑] (N)SEISMICIOINT e-_ OUR I m 0.. I ryP'. III m I I /as ims . n® (N)STORAGE UNITS, REFERTOST➢PAGf MANUFALTDRER DWG$„UNDER SEPARATE PERMIT s."s..Sx,55uer, s., �n ��11 �_r� aka �'„II s. � -I Imo ,,. ,T,'71 �,Ie..N u 2.4 ❑9 IN)NOLD OPEN DOORS, REFER TO DOOR SCHEDULE -c IL-L _ -l-,Z. s LEN c �4--�L_�,IL I_ _JL,.JLY H - II_.�y_'� u IL1 !®' o o to INI3HR FIRE PARTITION, REFERTp WALLttPES O o'I '�;,- s. s.. s,a sa .. s.. s.a s.''S-s.�,Isa�� -r.,.w s✓ s.. s�RRDES ss2s A. __ _ _ _a'CORRILIR2-I s s.' I -I- 22 1❑1 I(N) CONCRETE TOPPING SEOUL NI INTERIOR OVALS, REFRTO WALL TYPES E%ISIINGBut LOING, REFEflTO SRUR.OWG'S. 23 0 r < s..lsa��� �>=•' w 9 ' 13 (NI CMU WALLS, REFER TO STRUT. Di ;_JQ.a _a 1 .4.,��_FE __. _.,,�_!._ ,� 1�..�s 1 ...'aLBE-- a _(N) CMU OR CODE. WALL IN FILL, REFER TO - C'L.9 - _s 1B I 1 sef I, 18 ITS ILL°' a wu q -- {� m.�--{14 1.9� 1❑S (N)STUD WALL IN -FILL, REFER TO STRUT. DVVSS&.DCH O o G401 _ __ L_ . _ _ ,__-__I___., I_ G401T _1,� -rlTl O 1@ _-_- s� .�..+,_. �-� , U01 �T y _ lfi (N)ELECTRIUL GB NETS, REFER TO ELECT. DWI S&ARCH. WALL TYPES n r TYP �� , r ,*I 1- 1 FOR EYE. III 1° TYP 'I 6 1] INI ROOF O0.AIN DOWNSPOUTS (TO CONNERTO UNDERGROUND STORM DRAIN SYSTEM 1% I ; �. II ,.., '...,,, I I e.0 I j,.,. I :., I I „,>: ,;,. I ,,,:, I _, j � 11 „ p' j ° j b„e. p �, l ? = c e.I - ❑ PROVm 0' s 1 a o 4 19 N MARES CANOPY S: F O ° I II I I I �' I I { I " _a ❑ CORNER CHA HIGH DIAMOND ALL DPLAWITHINSCOT, (BY PANEL VENDORS UNDER SEPARATE PERMIT AND 4" IyIysa a. s.. ' _II• I 1 it MFE0.50N ALL WALLS WITHIN A25'-O RADIUS OF STORAGE ENTRY DOOR OR ELEVATOR LOBBY. ~ ^ m e L.__._ ) -.-.1 I - 1{. B I-"_ B\f '�...1.( 0 1.6 20 (N)LIGHT FIXTURE. REFER TO ELER.OWG'S. oITT- I ,_II-.�-}T_-_�I �}' -,IB CRT2l]S --iQ1 M: y(. „ _._. 9 21 (N)HVAC EQUIP. ABOVE, REFER TO MICH. DWG'S. 19 a w ss .w fw s° sa -. - ��-9 r�-�� 1 m m 22 INISTOREFRONT DOOR, REFER TO DOORSCHEDULE L 11_ - . J L i -.L -i.- _."L _.L---h..._.".L_.._ J_ -.L �.1'' OA}N - -) --T---J� Imo- --I- `� mot---T "r IN) DOOR, RUERTO DOORscnEDULE o L .��m it OB V 1 ,o I ,wm ) o.;� L o�.o I o.m { �., I :..,o I ,., i, 1 L L I 1 2a NOT usin __ _ _ 9 TOP R (I II OB�YTy 1 tl I 25 NOT USED 1 { I �. I I (B' - " h m 12 26 (N)ADA COMPLIANT BI-LEVEL DRINKING FOUNTAIN 0 �, m o P TRIP. 3 p9.a1 gsDl ¢s v9 I I MI11 GAP j 53/4° 9 ,� DESIGN BUILD CDNTRAROR SHALL BE RESPONSIBLE AND VERIFY ALL FIELD lO•-0• 30'-0° lo•O• ltl-0" 1o•{V• Io•-0" 30'A' 10'-0• JOEL. 1o•L•' 1LYL° 10•-0" f0'-0" 10b" ltl-0• lll'L" LY-0]/4•'-113/4" 10'-0" iOb" oI 30'Uy lll•1 I0b" ' wHar 10•L" tD•-0° Fora to, 10•-0" JOHN. MITE. 10' ' 1tlL" 30'-0• 30'-0" lOi 10'-0° 6W CONDITIONS. ANY DISCREPANCIES BERVEEN EXISTING CONDITIONS AND WHAT IS 11 le SHOWN ON DRAWINGS SHALL BE BROUGHT T ARCHTECTSATTENTION PUERTO 71'41' 9'-61/4" 2'6" 23LI 1 23-1" 1 1V6" 23' 6" 23' 3. 6•' 23'6" 23• •' TI 23. 6" 2 -35/8" DEMOLITION AND/ OR CONSTRUCTION. ELEMENTS SHOWN IN ONE INSTANCE APPLIES TO ALL CONDITIONS WITHIN THE 5]'-0 16"-61/1" 5'- 5/8" PROTECT. 38 V /B^ PROJECT O O O O O O 00 O O O O O 0 0 0 O 0 0 0 0 _O O O O O_, 0 0 0 0 0 0 0, 0 O ;O O O NORTH NOTE A3 A4 A$ A6 0.1 AB A9 Bl Ll U O D3 D.B E2 E] FA TB G.3 G8 H2 NS X.9 1.4 AB K3 KJ 11 IS L4 MA M8 X3 X.J R2 PS P% ALL STORAGE UNITS ARE SHOWN DIAGRAMMATICALLY. REFER TO STORAGE LINT /'. / 4MANUFACTURER DRAWINGS FOR MORE DETAILS, UNDER SEPARATE PERMIT. BE vCi DJ `EJ L"J �) �KJ L) �M) tN Pi �; SECOND FLOOR LOCKER PLAN SCALE: 1/16"=r-v' 1 FLOOR PLAN LEGEND - v LOR PLqN G NERACN(T✓ - , �," - _ - R 13 - � O(N)FIRE EMINGU6XEfaBINET IRJ61W F. 1. DIMENSIONS ARE TO FACE OF METAL STUD, GRID LINE OR CENTER LINE OF COLUMN, UNLESS NOTED OTHERWISE. C. EXTERIOR EGRESS COMPONENTS AT OT MR MTHE LEVEL OF CRT DISCHARGE UNTLE%R DISCHARGE IS 0 (NJ OPENS --. 2. REFER TO ENLARGED PLANS FOR DOOR NUMBERS, ACCESSIBIURY CITARANCES, WALL LOCATIONS WALL TYPES, ACCOMPLISHED FOR BUILDINGS REQUIRED TO HAVE TWO OR MORE EONS. OM 8UNtR /iF1//f C'QMF ji�Gj INTERIOR ELEVATION CALLOUTS, ETC. D. INTERIOR EXIT DISCHARGE ELEMENTS, AS PERMITTED M BUILDING CODE SECTION 1028.1, IN BUILDINGS PUSH BUTTON TIMER FOR 3. ALL DRYWALL WITHIN STORAGE AREA SHALL BE COVERED TO MATCH PARTITION WALL PANEL HEIGHTS OF THAT REQUIRED TO HAVE TWO OR MORE EXITS, HOLDOPEN -yIoc 9EP FLOOR. E. EXTERIOR LANDINGS, AS REQUIRED BY BUILDING CODE SECTION 10, FOR EXIT DISCHARGE DOORWAYS IN p q 4. SEAL ALL PENETRATIONS IN RATED WALLS WITH FIRE RATED SEALANT. BUILDINGS REQUIRED TO HAVE TWO OR MORE EXITS. p,C UO ACCESSIBLE UNIT 5, ALL DRYWALL WITHIN STORAGE AREA SHALL BE COVERED TO AN BM"AFF. W/ METAL PARTITION SYSTEM 261 THE EMERGENCY POWER SYSTEM SHALL PROVIDE POWER FOR A DURATION OF NOT LESS THAN 90 MINUTES AND tl.F aP"p, v' ^� LINER SHALL CONSIST OF STORAGE UNIT EQUIPMENT OR AN ON -SITE THE INSTALLATION OF ® (NI SECURITY CAMERA, REFER TO ELER.OWG'i P 6. FY ARCHITECT IF DISCREPANCIES ARE ROUND BETWEEN ARCHITECTURAL AND STRUCTURAL DRAWINGS PRIOR NOTIL DING CODE SECTIONNERATOR. THE EMERGENCY POWER SYSTEM SHIAM BE IN ACCORDANCE WITH BUILES, 27. TO PERFORMING THE WORK 27. EMERGENCY LIGHNNG FACILITIES SHALL BE ARRANGED TO PROVIDE INITIAL ILLUMINATION THAT IS AT LEAST AN a wi at (N)ILLUMINATED EMERGENCY EXIT SIGN, REFER TO ELECT. DAI -_EI ]. REFER T STRUCTURAL DRAWINGS FOR BEARING WALLS AND JANUS DRAWINGS FOR METAL PARTITION SYSTEM, AVERAGE OF I FOOT DU(11 W%)AND A MINIMUM AT ANY POINT OF 0.1 FOOTICANDIE(1 LU%)MEASURED ---'I TYPICAL ALONG FEE PATH OF EGRESS AT FLOOR LEVEL. ILLUMINATION LEVELS SHALL BE PERMITTED TO DECLINE To 06 ra-XqH DOOR NUMBER 8. COORDINATE SPRINKLER LINES WITH ELECTiIW.LIGHTS, MECHANICAL DUCTS AND STRUCTURE FOOT-CANDLE(6LU%) AVERAGE AND A MINIMUM AT ANY POINT OF 0.06 MOTHERHOOD LUX) AT THE END OF 9. SEALCONCRETE FLOOR ENTIRE SCAB WITH ONE COAT PRIOR TO CHALKING PARTITION/ FRAMING LAYOUT. SEAL THE EMERGENCY LIGMING TIME DURATION. AMAXIMUM -TO-MINIMUM ILLUMINATION UNIFORMITY RATIO OF " INDICATES SLAB BREAK, REFER TO CIVIL& STRUCT. DWI v\ HALE WITH TWO COALS AFTER METAL PARTITION SYSTEM INSTALL. 40 TO I SHALL NOT BE EXCEEDED. 10. PROTECT ANNULAR SPACE AROUND DUCT WITH AN APPROVED FLUID STOP SYSTEM, 28. NOTE: FIRE WALLS, FIRE BARRIERS FIRE PARTITIONS, SMOKE BARRIERS AND SMOKE PARTITIONS OR ANY OTHER QM IN) MOTION DETECTOR 11. UNITS MARKED"}" SHALL BE ACCESSIBLE UNITS WALL REQUIRED TO HAVE PROTECTED OPENINGS OR PENETRATIONS SHALL BE EFFECTIVELY AND PERMANENTLY 12. ALL STORAGE UNITS ARE SHOWN DIAGRAMMATICALLY. REFER TO PANEL PROVIDERS DRAWINGS FOR MORE IDENTIFIED WITH SIGNS OR STENCILING. SUCH IDENTIFICATION SHALL: ® IN)EXIT SIGN DETAILS, A, BE LOCATED IN ACCESSIBLE CONCEALED FLOOR,FLOOR-CEIUNG OR AMC SPACES: 13. STORAGE PARTITION MFR- TO PROVIDE PROTECTION FOR REFRIGERANT LINES AND HOOF DRAINS WHERE THEY B- BE LOCATED WITHIN 15 FEET(4572 MI OF THE END OF EACH WALL AND AT INTERVALS NOT EXCEEDING 30 FEET KNOXBOX,MOUMPERFIRE OCCUR INSIDE OF LINER AND IN HALLWAYS. ALONG THE PARTITION; AND 3 FEET(9144 MM) MEASURED HORIZONTALLY ALONG THE WALL OR INCLUDE RA ❑ OEPARTMENTREQUIREMENTS. 14. CONTRACTOR TO COMPLY WITH CONSTRUCTION WASTE MANAGEMENT REQUIREMENTS PER CURRENT LETTERING NOT LESS THAN 3INCHES (76 MMI IN HEIGHTWNN A MINIMUM 31 INCH IRS MN) STROKE IN CALGREEN OR LOCAL JURISDICTION REQUIREMENTS, WHICHEVER 15 MORE STRINGENT CONTRASTING COLOR INCORPORATING FEE SUGGESTED WORDING."FIRE AND/OR SMOKE BARRIER-PROTELF AM 15. EXIT SIGNS SHALL BE INTERNALLY OR EXTERNALLY ILLUMINATED OPENINGS"OR OTHER WORDING. WALLTYPES 16. EXIT SIGNS ILLUMINATED BY AN EXTERNAL SOURCE SHALL HAVE AN INTENSITY OF NOT LESS THAN 5 FOOT 29, ALL EXTERIOR CMU BLOCK WALLS AND DEAD VENEER SHALL RECEIVE CLEAR SEALER OF THE EXTERIOR SIDE CANDLES(54 LUX) 30. ALL EXPOSED WIRING TO UTILIZE RACEWAYS IF VISIBLE TO THE PUBLIC OR INSIDE UNITS(INTERIOR) 17. INTERNALLY ILLUMINATED SIGNS SHALL BE LISTED AND LABELED AND SHALL BE INSTALLED IN ACCORDANCE pTN WALL TYPE ttitititittllit! IN) 2 FIR RATED EXTERIOR WALL' WITHTHE MANUFACTURER'S INSTRUCTIONS AND SECTION 702, 181 EXIT SIGNS SHALL BE ILLUMINATED AT ALL TIMES. TT-rr USED RATED WALL 19. END SIGNS SHALL BE CONNECTED TO AN EMERGENCY POWER SYSTEM THAT WILL PROVIDE AN ILLUMINATION OF (E)CONC WALL NOT LESS THAN 90 MIN. IN CASE OF PRIMARY POWER LOSS. _ DUE::- no2-FIR RATED WALL 20. ALL EGRESS DOORS SHALL BE READILY OPENABLE FROM THE EGRESS SIDE WITHOUT THE USE OF A KEY OR SPECIALKNOWLEDGE OR EFFORT. REFER TO BUILDING CODE CHAPTER 30 FOR EXCEPTIONS. 21. DOOR HANDLES, LOCK AND OTHER OPERATING DEVICES SHALL BE INSTALLED AT A MIN. 34"AND A MAX. OF 48" t® IN)3-HR RATED WALL ABOVE THE FINISHED FLUOR.. ® (MA WALL INFILL / 22. ALL EGRESS DOOR OPERATION SHALL ALSO COMPLY WITH BUILDING CODE SECTION 10, THE MEANS OF EGRESS, T/ (N) CONC MASONRY WALL INCLUDING THE EXIT DISCHARGE AND 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 IN) NON RATED GI PARTITION MOTCANDLEAT THE WALKING SURFACE. 6JUUI�IE�NPIif1 MIN R-13 INSULATION 23, THE POWER SUPPLY FOR MEANS OF EGRESS ILIDMINATION SHALL NORMALLY BE PROVIDED BYTHE PREMISES ELECTRICAL SUPPLY. IN THE EVENT OF POWER SUPPLY FAILURE, AN EMERGENCY ELECTRICAL SYSTEM SHALL AUTOMATICALLY ILLUMINATE THE FOLLOWING AREAS: NOTf: \ A. AISLES AND UNENCLOSED EGRESS STAIRWAYS IN ROOMS AND SPACES THAT REQUIRE TWO OR MORE CONTURORT COMPLY WITH CONSTRUCTION WASTE MANAGEMENT MEANS OF EGRESS. REQUIREMENTS PER GREEN BUILDING SECTION 5.4080R LOCALIURISOILTION /\ B. CORRIDORS, EXIT ENCLOSURES AND EXIT PASSAGEWAYS INBUILDINGS REQUIREDT HAVE TWO OR MORE REQUIREMENTS, WHICHEVR IS MORE STRINGENT. L� / S �� / � /'... /� ��.... ✓�_. �a .�. /A i A .. / ... .. /a /Am;m� _ .✓h a/`... _l� ./� .". �_ .." .dam S T U D I O architecture . engint ing 23 ORCHARD ROAD, SU [TIE 200 TAKE FOREST, CA 92620 T949380.3970 F949380.3771 EE4 ANC 42 h°r� � BHPBNRM VAI(ID � No C RBt9e Pmprt Nome PUBLIC STORAGE TENANT IMPROVEMENT Pml rmi 1801 ADRIAN RD. BURLINGAME, CA o.e=, Public Storage, Inc. 701 Western Avenue Glendale, CA 91201 NO, REVISION GATE 90%PROGRESS& O6/R/2020 CIttSUBMITTAL ® 1rtPC Resubmktal 10/05/2020 QAdtlentlum A l0/l]/2020 QAatlentlum 0 30/30/2020 ma vc Resuhm val ]a/04/2o2D III Ni ARCHITECTURAL SECOND FLOOR LOCKER PLAN PrY Mg. 95 Or"vm For a=amB,N- GP NEAR, No. 20458 Wer No. A1002-A PlREMIE. w-09 316U91/2" 3 318'.SO1/4" 0 _ 4 A323 IS .23 ��. 8 d q -- Tripr g6.03 _ - Alft / S. %I 1 / Allit 1 ;. Sir ROOF PLAN GENERAL NOTES �1 \/ \/ /\ 1. z- 3. ROOF PAIRS SHALL BETWENROOFTOPOAND3URROUNO BEVERIPEQUIPMENT&BIDDER BATCH. OCCURS) SQUIPMENTSHALLSERSING DOCUMENT. STANDING SEEM METAL DOOR (AS WARRANTS. FACTORY FINISHED AND CgRYA WARRANTY. 4 4. BE(ASOCCTICK VERSUSASPHAL ALL UNNGSEAMINFTSH SHALL RSNG STICK VERSUS / \�� 5. CONDENSERS FORSPACE AND OCCSPHALTFAPER. CONDENSERS SPACE ANOOFFICE (AS OCCUfl&INffALLEOON ROOF) SHALL BEONSLEEPERS PARALLEL 15 FRORLIVING TO SLOPE OF ROOF.I i a m 6. TQUIPMETCURICERED IDNCRICKETS INSTALLED 2BEYONDSECRET OFROOF UP STREAM/UPHIUL OF ALL A3.23 ,R RMAIN24'NAT ATELIIT INDICATED - FARGEEY FORMED BY CRXFEND6"ESIGND 10 APMENT ON PLAN. SLOPE OFA VALLEY FORMED IXIBLEET IS PROXIMATE A SLOPE 1/81 ELL 6 J. FROM PARKING WHEN ALLOWED G AREA, ELEVATOR PENTHOUSE NOT VISIBLE FROM PgRKING AREA, ELEVATOR PENTHOUSE SHALL 8E WHENEDINRO SIR AND NOT p A3.23 r / WRAPPEDIN FIND MEMBRANE, G / X 8. NO SCREW ALL BI FORANE, USEDRIVETS. FORNG - - EXISTING 5 STRUCTURE � 'C � � 9. 10. 11. ALL EXPOSED INSBr:MIN AND OTHERMIOCELLANEOUSEALUMINNT REFETO NOTE9IILATION WIRING gNDOTHER MISCELLANEOUS EQUIPMENT SHALL BERATED FOR EXTERIOR USE. REFER TO ROTE p1.l 30 fOfl GAS PIPING MtlUNRNG BRACKET REFER TO DETAIL P'� AND ROOF � '� I 12. ALL ROOF SLOPES ME MINIMUM. EYE PER ELL 17&1 / /SLOPE L 13. 14, VERIFY ALL ROOF PENETRATION LOCATIONS WRH MECHq LAND ELECTRICAL DRAWINGS. PROTECTION PADS DHALL BE INSTALLED IN AREAS WHERE PIPE SUPPORTS ARE TO BE LOCATED ON THE EDGE. PADS 6 A323 / TO BE SIMILAR TO F OOFING AND PIPE SUPPORTS SHALL BE COVERED AND ADHERED/ ATTACHED PER SPECS. SEE FOR MORE INFO. 15. ALL ROOFING MEMBRANES, ADHESIVES, SEALANTS, COATINGS,PRIMERS, ETC. SHALL COMPLY WITH VOC UMITS PER NG CODE SECTION 5 SAO 16. ALL EXPOEDIWIRING BEHIND PARAPETS O BE SEALED USING UQUID TGHT CONDOM Lo6w POINT 0 NEW ADDITION SIM. 314^ US. IERARAPET __.310'_.- (E)RIDGE v 6 P3.23 T.O.(N)PARAPET 2 BAIL A323 3 +/ 30'-6" I / TYR. TO ROOF / / ss 11 Ai23 HIGH POINT A3.23 � TYP I tiE u LIST A323Ii A 3 a yw[IN•xan SEE PLUMBING PLANS �F\ / B 16 9 AS OCCURS ft PO R / �. T 4 3 \ A323 16 10 16 A323 .23 21 j / A3 23 1N06 0 20 B R 14 14 / i 10 I BELOW11 �, SLOPEJLI I i / TOP, I I -r - - '/FT I ❑ ) _ ) ❑r�❑ i - B 4 4 8.91 i _� - I 3 13 4 15 A3.23 J A6.20 15 A323 4 A6.21 3 J 13 NP' 6 A6.01 z Az.ol � A3.o1 A6.o1 w3.o1 SETS' BURLINGq FVq lE-wF,C 6 23'-6° 23'-6° 23'6' ]3'6° 23'0° 23'6" 23'L" W-35/8° il my FNi ::723'E" 1:23'-GE PROJECT PEVgWt NOUN . DAvF (B� Ci 'DI E) F,Fj �G; IH' tJ\I lK ill ROOF PLAN SCALE:1/16.4 0" 1 ROOF PLAN KEYNOTES �1 REPLACE ROOF DRAINAND OVERFLOW SCUPPER, ATTACH DEAN TO INTERNAL DOWNSPOUT BELOW O (E) EXTERNAL DONMSPOUTTO REMAIN, REMOVEAND REPLACE EXISTING SCUPPERS �3 IN) ROOF SEISMIC JOINT & PARAPET CAP 4 (N)PRE-FA08PRE-PAINTED METAL PARAPET CP 0 D IN) ROOF MEMBRANE OVER EXISTING ROOF ASSEMBLY SEE DETAIL B/A3.23MD OTHER DERAILS ON A323 6 (N) REPLACE ROOF DPAINS- BUFERED PLUMB.[Mi OVERFLOW SCUPPER TO BE REFURBISHED AND SEA O(N) MAPES CANOPY BELOW 8� IN) ROOF BATCH WRHGUARD RAIL ❑9 (N) ROOF MEMBRANE OVER RIGID INSUIRHON, SEEDETAIL WAR 2, DETAILSON A323, ANDMECH.DWO'S. R ID (N) WALgNG PADS 11 IN) FROM ROOF CRICKET. PROVIDED BY ROOF MEMBRANE PROVIDER p (ED CONDENSING UNITELEVATORL REFER TO MECH. OWES 33 IN) FIRE SORT HOSE VALVE CONNECTION 14 (N) HOSE BIBB WITH ANTI -FROST NOT USED 16 GAS CONDUIT PENETMTION. PROVIDE WEATHERHEAD 1] MECHANICAL EQUIPMENT; REFER TO MECHANICAL WAGS. 18 FIRE SEPARATION WALL BELOW 19 ROOF WITH 1-HOUR FIRE RATING @ 4 FT, FROM FIRE SEPARATION WALL BELOW ON BOTH BIDES SEE DETAIL I VA3.01 20P ESTHRURO F- EPLUMBING J5 Q 21IN) ROOF CRICKETAT ELEVATOR PENTHOUSE 0 SIGNAGE NOTE: ALL EXPOSED WIRING BEHIND PARAPETS TO BE SEALED USING UQUID TIGHT CONDUIT ALL EXPOSED WIRING TO UTILIZE RACEWAYS IF VISIBLE TO PUBLIC OR INSIDE STORAGE UNITS HNSI DE) S T U D 1 O. architecture+ engineering 23 DRCHARD ROAD, SUITE 200 LAKE FOREST, CA 92630 T949.380.3970 F949.380.37'71 gTO •Ro V R � SIN6NPM2 VPKIL' ' I Ne C 8298 331 21 e� HY`` OF fIUF` , Public StnrnnP PUBLIC STORAGE TENANT IMPROVEMENT Pmea Addeea 1801 ADRIAN RD. BURLINGAME, CA DW Public Storage, Inc 701 Western Avenue Glendale, CA 91201 AM REVISION DATE 9M PROGRESS 06/22/2070 CITY SUBMITTAL lrt PC Recubm ttal 10/05/2020 Addendum A 10/12/2020 &n Addendum a SLOOLS o J ,qTA End PC Resubmittal 11/04/2020 %1REL me ARCHITECTURAL ROOF PLAN SOI M PS - Drai be ED IicblM oa•SV Kfl Pi No. 20458 A1.03 IILLDi 20109 __ EX16iING�UILDING _ T P-03 P03 POE P-03 20 1 19 9 1 1 9 19 1 9 T.O. f%LSTIXG PA RAP ET EL, '. "ABOVE n B B 13u0" 5EGCR` L"VELh _ __ ___ _ ___ - _ _ _ ____ - _ ______ _ __ ___ ______ - _ _ __ _ - - EL=15-2 BEING(EI. EF. FEZ - - NEW FlRsr LEVEL Ela b 6" ABOVE (G. F.F. I i E%13TNG FIRST LEVEL 13 19 I1 1 a 1 P-03 PO1 P-01 P-01 P-01 In Pill EXTERIOR ELEVATION (NORTH) sEAEa/ifi'I`T-0" 4 .EXISTING BUILDING NEW BUILDING, Q Q O O q O Q Q Q B Q P-03 P-03 P-03 Q P-02 Q Q PI P-03 P-02 Q 19 30 1 10 9 6 1 19 10 3 22 9 10 22 3 B B 3 B 0 T.O. E%ISTING PAPAPETh . EL= 3P- 0"ABOVE(EI. F.F 2., _ .. tG• 's 4. r a 2, IYP. 4 1 o 19 T 19 _ ___ ..._ _ _ _.. ___ -____...._.___ ._____ _ __ _ ______ __ __ ____ _ _ _ 13 _ __ __ _ _ - _ ____ __ _ _ _ _iF _ _ _ _ _ _ _ ___ __ _ _ _ ___... _ _B__ _ _ _ 12 'oo SECOND LE EL=15'-2"ABOVE IEL F.F. AZD1 gZ01 A]Ol ryPQ - - n NEW FIRSTLEVEL - - ELx a6"A8OVEIEI.F.F. _ EXISTING FIRSY LEVEL _ _ 11 EL, 0-O°IELSF. A] Gl P-01 P-01 P-Ol P-Ol PLl PA1 P-Ol EXTERIOR ELEVATION (WEST) SCALE:1/16"=1+D" 3 GENERAL NOTES 1. G.C. TO PROVIDE ANTI -GRAFFITI COATING UP TO+10'-0" ABOVE GROUND LEVEL/ TOP OF SLAB TO ALL EXTERIOR SURFACES OF ALL BUILDINGS, EXCLUSIVE OF GLAZING, THE ANTI -GRAFFITI COATING SHALL NOT ALTER THE ORIGINAL APPLIED OR FACTORY FINISH Of ANY PART Of THE BUILDING. 2. GENERAL CONTRACTOR TO PROVIDE SECURITY CAMERAS IN ACCORD WITH PUBLIC STORAGE PROTOTYPE 3- ALL MATERIALS AND INSTALLATIONS SHALL BE INSTALLED PER MANUFACTURES WRITTEN RECOMMENDATIONS, 4, SUBMIT PRODUCT AND PAINT SAMPLES TO ARCHIFECT OF RECORD FOR REVIEW PRIOR TO PROCEEDING- EXISTING BUILDING NEW_ BUILDING 5 e 4 Q 162 1 Q P-03 P-03 -. 9 1 19 Q P03 PL2 P-03 9 1 1 19 B 22 B 19 22 22 B p_03 9 Z2 19 Q P02 B 14 22 PD2 3 B R PD3 19 3 22 20 19 Q FINISH LEGEND B T.O. EXISTINGPARAPETh AA1 CLEM ANODIZED LUMNWIMLUAb15 _ __ '� EL= 31'-O"ABO F. PMT FIR O 0 + a-B = zaa 2a B- z a P-02 PRETO MATCH SHERWIN WILLIAMS SW ]529 "54NO BEACH' 1T4" 11' -00' 4Y 10'" 2•qD 8,_i0, P-03 'PUBLICSTOMGE ORANGE" B o B TYP. B - _ o B _a NEW SECOND LEVELOL _ EL= Is'Q"ABOVE (EI. F.F.Iy gA7701 xEWFTRSTLEVEL - A].Or EL- 0-6- ABOVE (E). F.F. ~ E%ISTINGFIRSTLIBF Lh EL= a 0" (E). F.F.. uz�L 1 1 4 a 18 10 3 39 11 13 P-01 PL1 RO3 P-OI P-01 P-01 P-03 EXTERIOR ELEVATION (SOUTH) SCALE:1/16"V-0" 2 ELEVATION KEY NOTES ❑1 EXISTING CONCRETETLi-UP, PROTECTIN PEACE ❑2 KNO%BOX, CONFIRM LOCATION WITH FIRE DEPARTMENT O CMU WALL, SMOOTH STUCCO HNISH TO MATCH EXISTING TILT -UP TEXTURE O INFILLED OPENING, REFER TO STRUCT. OWE S.& WALL TYPE, FINISH TO MATCH EXISTING TILT -UP TEMURE �S NOT USED Im GDOWNSP JTTO REMAIN PR OTINIPLACRPAIN TOMATCHA ACINTSURFACE ] REPUaMDSFALOVERFLOWSCUPPEM.PMNTTOMATCHADIACENTSURFACE B 8 - - ❑9 PRE -FINISHED SHEET METAL CAP ' ID LOUVERED VENT, PAINT TO MATCH ADJACENT SURFACE, REFER TO MECH. DWG'S. B NEW BUILDING EXISTING BUILDING l3 HOLLOW METAL DOOR& FRAME ---" 12 5TOREFRONi, REFER TO PLAN &DOOR SCHEDULE B B 8 D E O G H L M P O MAPES ARCHNEMRAL DOMLSHADE CANOPY WITH INTEGRAL DOWNSPOUT BUR(ING ?EVIEWE GROWE0.EVFALTO MATCH EXISTING IN TILT -UP AME 9LOC DEpAtjr ❑ LAR 'N L E v c"' MEN 0 P-02 P-3319 P02 22 B P133 Q Q _ P 2 03 P13 02 Pl P03 Q P-03 P-02 TO.PARAPET Q Q B 161LL ILLUMINATED BUILDING ADDRESS, sEE 10/AD.OS FOR DETAIL rqn 16 A0.01 39 32 22 B ] 30 ] 19 )B 19 ]Q9 P. J 20 19 ] 1 9 1 ELT 2E0 ABOVE(EI. F.F. Q F D ffV,•gyEd "`1` "� T.O. NEW PARAPET EL- 31'-2"ABOVE(Ei F.F. 'p - OSTING TO-. ImxG PARAPEih EL 31'- " ABOVE F.f. aV a 10 ELECT. 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SANCIB ALUMINUM COVEPLATER PLATE — WATERTIGHTFACTORYAPPUED TRAFFIC -GRADE SILICONE BELLOWS (NUMBER OF BELLOWS VARIES WITH PLATE LEVELING& 8"CMU o O NOMINAL MATERIAL SIZE 1]/16" 1]/16" SOUND DAMPENING WALL INI 'EMCRETE'ELASiOMEPIC FIELD APPLIED MIN, ID BE NOSING MATERIAL INJECTED ENSTOMERIC NO SING SEISMIC'EMSEAL COLORSEALl I MATERIAL _ \ INSTALL PER ONES SPECS I IINlYNIN,NN,11� STORAGE S10RAGE _ UNIT UNIT ]D-IT. GRID V1-:, ttP. �LI ''. TY'yANUS' A PANEEREFERTO ZEE a MFR'SSPEC50/ e.— 0 EXISTING EXPANSION R. 110 WALL w CORITIIJCR 19 o Ln— 0 be MIT 531 T' - 8 VOI O IMPREGNATEDEXPANDINGFOAM _ I —EXPOSED PLATE LEVELING & SOUND DAMPENING ANCHORING SYSTEM AND COVER PLATE@FLOOR LEVEL 'EMCRETE' ELASTOMERIC NOSING MATERIAL aaaaa 0 50 D U TIN BAFF WALL EXPANSION JOINT PLAN j 2nd FLOOR I SCALE: 1-1/Dp II 2O R FLOOR EXPANSION JOINT DETAIL sCAut 3"-1'-0" 16 NOT USED SCALE: NONE q B COMPOSITE FLOOR I I — ALUMINUM COVER PLATE I 1 - 6 Ll As 2 A .12 ) / r r �� BIT G401 W.11ll G001 EL+I5'-0 2 3nL FLOOR ,L _,. - -I EL a31b"^ ABOVE NEW FF _. - Tp�E ppggpE7ppAApET COMPOSITE FLOOR--._— STL.TOPTRACK, REFERTOSTRUCC _ DWGS. --- I C IMPREGNATED'EMSEAL' EXPANDING 1 I 1 I _ FOAM ANCHORING SYSTEM AND 1 I - i SHOCKROUND ATENUATING BAFFLE, - 1_ E L INSTALLPERMFR'SSPECs I __ m _ 1 -- - SHEAR WALL METAL PANELREFER METAL "Ur PANEL FINISH,ftEFER TO rmua.OwGs. 4' STL FRAME/STUDS, REFER TO ' - STRUR.DWGS. 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OILN J �� OPEN Y)P['N3 I REFER TO PLAN FOR WALL TYPE TO TO : TO to 10 TO TO EL nO'L" F.YON EYON EYOND it 0 SEVEN BEVON (Nl lsttEVEL ' _ EL PITY - I NEW SLAB ON (E)14 LEVEL I`) GRADE TO REMAIN ROOF DETAIL- FIRE -RATED ROOF SCALE. 1-1/2"=11a' 16 BUILDING SECTION SCALE:3/32"=aD" 2 2 3 suaunc OEVfEVrED A a B C A�� O O O O B O O� A�11 L M e N �+fAF IDc EMEM a _Ep _ _ A6'03 'y1WED RV 4.. g323 3 16 L SATE REAL _ .,. TYP t —� _ _ 9 __ I , i EL+3]•L•n _. 1-r 1 h ` • '._ I_ rEliLEG - _ L N)mdLM _ _� _. __ _ _ _ _ .' ka 8�, fi.8� �, fig, T — _ _ _ _ 9&z fi _____ _ , _ ,I _�Lk� T Noma - To 1 ELw 6 DI s m.m I I _ i I I II I ___ I IN11st LEVEL I - I - -NEW I `-E%)STING _L- (E)14 LEVEL^ SLAB 1` ' SLAB ON ON GRADE I ,'>•' �/ GRADE TO REMAIFI 1 ___� 1 J ` ( TYPICAL )- L--i ----- Gil z&1a Gam G4.B1 L --- G4.OD] LOCKERS. EYE. G0.01 SEE PLANS WHERE OCCURS - - --� Ir TYPE BUILDING SECTION scALE. 3Hr=1•-0• 1 S T U D 1 O architecture e. queering 23 ORCHARD ROAD SUITE 200 LAKE FOREST CA 92630 T949.3803970 F949RNI a Public Storage Pimea Name PUBLIC STORAGE TENANT IMPROVEMENT P'qm AdI 1801 ADRIAN RD. BURLINGAME, CA D Public Storage, Inc. 701 Western Avenue Glendale, CA 91201 NO. REVISION DATE BUD PROGRESS& CITY SU BMITTAL O6/22/2@0 14 PC Resubmltlal 10/05/2020 Qp Addendum A 10/12/2020 R Addendum B 10/30/2020 End PC Resubmlttal 11/04/2020 SMN Name BUILDING SECTIONS PLOT. MKn: PS Draw, Yy: Fo4, oD checked EY 5V MIX Project No. 20458 AIM Q11 IN) IXPANSIDNJOINT COVE0. A. )ALLNEW)ROOFING MBMRANE 0/1/2 \ DENDA0/ RIGID II , INSULATION EL +31'0' I "I, ° I i.O. PARAPET E _ —_ _' I.D. PAR AP lA - A GL I (ALL NEW) TPO ROOFING MEMBRANE O/1/2" DENSGIA550/RIGID _� — — _ PPISUTATIOyN.'�-�y�j-,� > )N)STL R00F OELRING I/ L _ IrvsulAnoN� = F (In 8"CMU WALL, REFER XISTING ROOF STRUCTUREI TO STRUR.DWGS, I 0 (N)OVERHEAD STORAGE �LJCKER(WHERE I 1-HOUR F1 E'RATING OCCURS) _ I — t- iv\ I LJ i I A 1 i \ IZ F(ISIING CO C.TILTUP WALL 3-HQUR FIRE SEPARATION WALL,,SEEWALL PESAND - DETAILS - - ___ ------ _-��� - FIRESTOPPING FIRE -RATED DOORAT „ 'OPEfH' REST POsCUOR -II = ----- -�I FRRE-RMAGNATED WITH _ r ---- MAGNET ICHOLD , SEE DOOR SCHEDULE SYSTEM, SEE DOOR SCHEOULf � I AND DETALS - I. METALEXPANSIOII - JOINT COVER WALL N COMPOSITE FLOOR ER TO STRUCTFDWGS I ). 1 ... I ".- EL. 2" - __ _ EL ry15 2. -_ ... e"I ._. ..... _. 7-7 — I` are A3.11 — FIRE SEPARATION WALL SEE WALL TIMES AND DETAILS FIRESTOPPING EXISTING CONC TILT -UP WALL WALL, REFER " 'LOCKERS', TRIP TOSTRMU TO STRUCr.0WG5. OSTORAGE ° L(N)OIXVERHEAD ER (WHERE OCCURS) �OVERHEAD \\\ I I I FIR SiOPPJNG - 4 , - —FIRE-RATED DOOR AT r j 'OPEN' REST POSITION 1 • — -- 1 , LF J —"—'--- FIRE RATED DOOR WITH -� METH EXPANERON MAGNERCHOIJ]OPEN SVSIEM, SEE DOOR SCHEDULE OEcF,AV JOWTCOVER@WALL AND DUMB ifrFfM - Fam I - _ I L - N 15I LEVEL ° LEl - --- �� EXISTING lrt LEVEL E%ISTING 1zI LEVE " a(N)iOUNDATION REFER TQ'STRUCT A OWGS. �(E)FOUNDATION L64" ( NOT USED SCALE:- 5 ( NOT USED) SCALE- 4 WALL SECTION SCALED 3/4•=ro•• 3 WALL SECTION SCALE. 3/A=1-0• 2 ( NOT USED suLe.- 1 S T U D I 1 O architecture + engineering 23 ORCHARD ROI SU ITE 200 TAKE FOII CA 92630 T 949380.3970 F949380.3771 gCv AflC® X � $MP9NAN VINr,In Nv. C-]BR9Q i Public Stnrnna PUBLIC STORAGE TENANT IMPROVEMENT PmemAnI 1801 ADRIAN RD. BURLINGAME, CA NW Public Storage, Inc 701 Western Avenue Glendale, CA 91201 NO REVISION DATE 90% PROGRESS& CITYSUBM17AL 06/22/2020 PAPCResubmktel 10/05/2020 Qp Addendum A 10/12/3010 Zks Addendum B 10/30/2020 2nd PC Resubmttal 11/00/2020 sheet Name WALL SECTIONS PmlPS Dmw be. Feet,00 e By SV LISP Project Xe, 20458 =A3*11 PRE FABRICATED, PRE -PAINTED Q,4 METALCAP PREFABRICATED, PRE -PAINTED METAL CAP IN) PRE -FORMED, PRE -PAINTED METAL CAP 1 ELHl-0 Y EL+31'-0" ELH30 - (ON)TPO ROOFING MEMBRANE T.0 EXISTINGM PAPT -- - -- _ _ - - - - - - - .O. EXISTINGPAIIAPET T.O. FXISTINGnAflPPE(� _ - - - -- - -- / DENSGLASS COVER BOARD O RIGID ROOF INSULATION (N)TPO ROOFING MEMBRANE (N) FRO ROOFING MEMBRANE IN) E(PANSION IT, O/ EXISTING ROOF O/ DENSGLAA COVER BOARD O/ DENSGIASS COVER BOARD SHEATHING, F. INSTALL PER MFR'S SPECS O/ RIGID ROOFINEU LATCH - - --- O/ RIGID ROOF INSULATION Pit FPO ROOFING MEMBRANE -_. G - 0/EXSTING ROOF SHEATHING, O/EXISTING ROOF SHEATHING, COVERBOARD_ 0,l DENSGLASS CO INSTALL PER MFR'S SPECS ', 7 INSTALLPERMFR'SSPECS SUTATION O/RIGIDROOFIN-- . _ _ - - FALLDKISTINGROOF SHEATHING, r'J _ - INS IMS TALL PER MFR'SSVEGS PER - - -- ---- UH BEAM -REFER TO STRUCT, DWGS. --}—(E) ROOF FRAMING 4"MIN. PER STRUCT, DWGS, 8" CMU EXTERIOR WALL, _ _ &"CMU EXRRIOR WALL, REFER TO STRUCL OWES. REFER TO STRUCT. DWGS. (E) ROOF FRAMING H { -(EI CONC. TILT -UP WALL IF) CONC. TILTUPWALL OVERHEAD LOCKER UNIT 19&2 G4.01 i a 12 ELEVATOR SHAFT WALL - I � (N7 COMPOSITE FLOOR FLOOR ICONC. O/STL OECKINGI. USO NC O/Sn.DE[KING), q'FER TO STRU .DN/ REFER TO STRUCT. R GS REFER TO SigUCT.DWGS. ° - ATWICAL CLOSURE PLATE, \ REFER TO STREET. OWES. TYPICAL CLOSURE PLATE, Q REFER TO MIFRUCr. O W GS. 8 _ t EL +15'2"�IN) COMPOSITE FLOOR INI COMPOSITE FLOOR r NREFERCONC O/STLOECKING), ''i ICONC.O/STLOEC JN%WES. e REFER TO STRUCi.OWGS. - - REFER TO STRUCT. OWES. 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(E)FOU NDATION ` a ° ELEVATOR PIT, A SEE ELEVATOR PLANS WALL SECTION SCALE .3/m'=1+D" 4 WALLSECTION SCALF:3/4"=1'0" 3 WALL SECTION SCALE:3/4"=3'-0° 2 WALLSECTION 3G1LE: 3/4"=1'-0° 1 S T U D 1 O architecture + engineering 23 ORCHARD ROAD SUITE 20D TAKE FOREST, CA 92630 T9493803970 F9493803771;. mod: Public Storage PmlertName PUBLIC STORAGE TENANT IMPROVEMENT I'll AMINO 1801 ADRIAN RD. BURLINGAME, CA Public Storage, Inc. 701 Western Avenue Glendale, CA 91201 REVISION I DATE C� 1tt PC Resubmhtal 10/05/2020 p Addendum A 10nz/zo2O q Atltlentlum a 10/3U/20W 2na PC Resubmktal 11/04/2020 Shlut WALL SECTIONS Pml, Mor.PS Draw, W: ElED PM1ehei by: N uPPmlmgo. B 20458 sMaLwo. A3e12 PbImN: ]llmIIJE REFER TO T WGTHERIAMm AS OCCVPs, BEEP CONDENSING UNIT BELOW PAJAPEF 24GA.WLSEN. ATTACHED TO aLATFORM 1RLCOVER TRETEDPLYWO RETARDANT PER MFR. DETAILS TREATEDPLYWOODI VIBRATION PAD / ER NTBEAD LEMECH.UWYi. RED @ 3"MIN. 24 GA, PLATFORM PER GULLY. BASHING MANUFAHING Rfli".i STANDARDS STANDARDS II II CRICKET -V, a- WATER CUT MASTC III W HE OCCURS 1/2 TOG' DIA.PIPE Ea I� MOLDED PIPE SEAL SECRE -- WHITE NLAMPING RING �� METAL STUDS,$EE _ OVER ROOFING SYSTEM LAP STRUCTURAL RIGIDROOFING O N3SEEO (ROOF ASSEMBLY (ROOF ASSEMBLY NOTES ADH6IVEO�HING LOONNOARN- /� SEAUHi1ttP1 MANTITWHITE - UP SEALANT TR ECTIVETPO ROOFING - -- - - IOTES AIDE) OVER PER SEEAL SYSTEM MAN 0.N RIGID INSULATION. YE -- DS EXISTING (g00F ASSEMBLYN PFASHEE / k�-6°METALSTUDS - $IRUCTUPAL PLANS. ALSO SEE SPEC. £� CUT pWFDECX \ gI061 MEN META ROOF DEq SEE siPUl UNT PLANTS. AM SEE SPECS& SHEETS. A t/ _ CUTS EFTS �. INSULATION, NOTSHOWN FOR CLARITY ROOFIFRM 91 HH. - NG G ASSEMBLY NOTE: SEE STRUCTURAL FOR STUD INFORMATION, CONDENSER PLATFORM DETAIL SCALED 11n"=ra^ 20 TYPICAL PIPE PENETRATION 5LALE1 n"=ra" 1 APPLYTGOSTRIPSPER— SPECIFICATION(MM-AT I ALL JOWLS AND PARAPET INTERSECTIONS) I 24" WIDE JOINT COVER PLATE.-N / F CRIMP ENDS OVER BOTTOM OF , 0. COPING CAP o UARE (fie / 77V(N)SCUPPERSTHRU -LEI FACTORY PREFAB&PRE-PAINTEIJ INGS 6DGERASNING INISH METAL COPING AND 1 B / EXIWNG /-ROOF T T xw MAKE-UP INSULATION 1-0 UNDER DECK, REFER TO LAP MECH. DWGS.& CALCS. SCUPPER I SCALE: 11/2•=r-0' RLUPARAPET P NSUTATION) -BRAIN W12" COLLAR LROOFING SYSTEM ROOF DRAIN SCALE:3/4"=CUD" WIDTH TO FIT WALL THFCKRE55 ISOMETRIC COPING CAP PROFILE COPING CAP INSTALLATION SCALE: 3"=RTC E%BRNG 1'L' SQUAI IG CAST IRON ROOFW/DRAIN DECK, CLAMP F EXISTING UMP RECEIVER CROOFDECK ROOF \ MEMBRANE 1� //I�II11\ Qlll �11\ :��I �ni� ■ I�i9 ��, em:::� RrrL V OF v- BUILDING r MENBRANE m MCfpMWP[OMR SPH] / E NERT0YTR11VL mVER00FA0 L PARERNJET 600FDEQ�SE J smU[mMLD Iu ROOF/OVERFLOW DRAIN I SCALB3"=v-O' 17 ROOF DECK INSULATION, REFER TO MECH. DWGS, & MAKE-UP INSULATION Va UNDER DECK, REFER TO LAP MECH. DWG 5. & CALCS. U ROOF DRAIN W/ SUMP SCALES]/2"=1'0• 1, EXTEND ROOF MEMBRANE DENSE EASE VERT. & OVER TOP OF PARAPET PRIME. ROOF MEMBRANE 0/ RIGID INSULATION, 0/ ROOF DECK, SEE STRUCT. MISS. ALSO REFER TO SPECS.&CUT SHEETS. l /./ITmw �- METAL DECK, SEE STRUCL. DWG. STEEL CHANNEL, SEE STRUC? DWG. - METAL STUD, REFERTO muff. SWINGS. HOOF MEMBRANE FROM -5/B•'TYPE"%" BELOW TO CONTINUE UP GYP. Bm AND OVER PARAPET PARAPET CAP I SCALE 11/r'=1' TV EXISTING ENT. HILLUP WALL, REFER TO sTILUCT. DWG's. ANOPY, OR SIMILAR NOTE: ANGLED SUSPENSION ROD APPROX 2/3 PRO1. 5/8" OX21n° THRU 801 DIIOP-FORGED SURE CIENES1 • ENT. ADD M. REAR CLIP ANGLE ry- 1/2.0 THRU THREADED ROD W/WASHERS, NUTS _j/I REFER TO STRUCC OWES 6"MIN 24 Gn GAY AN HOOK GOLDEN ALLIES SECURE W/SQhVm W/ R(Nt_ NEOPRENEWASHERS FILL PITCH PAN W/NGNI PERFAUS "FremIMN GROIRT01 MO l-OFPROI RROPE PAN RIPW/SEIFI NG POUN METALP COA�NSLANrt[H PAN 21 MIN, AssPEC FLOOD DOWNSPOUT PER ,' II SLIDING DOOR ENTRY MFR. 211;S5_49. 13-R00I ULIAC' LCY. CANOPY SECTION DETAIL SCALE: 3/4"=ro•• 12 c uI.MIM.a. EMSGLPOOFWIM06W - • I SVSRM PANHEADATTACHMENT ATTERMINA IONBAR IEMSEALRDOF OINTLTYP. ROOF ASSEMBLY PER /A323— 2aSTRUCTURE T. PEEMRSNIEADOI TO. 1/FMN DWGJ,Tm NI (DAMPING 11i UP PANELSEESTRUCTDWGS. ROOFING PER SPECIFICATIONS OWN PARAPET, SEE 6TPU[T. DINGS 2MS8A313-ROOF DETAILS DwG ROOF SEISMIC JOINT SCALE:3"=v-0•' NOT USED I SCALDNONE SLAM IATC4- I;Po1riT1 GASKET INSIDEOUTSIDE HANDLES S W/ PADLOCK HASPS COVER COVER LINER ROOF HATCH °BILCO TPE NB ARM GUIDE BRA 1•THICKFIBERGIAA __ COVER lNsulAnory STL DECK, SEE STRUCIR DWGS. SECTION FRAMING, SEE STRUCE OWG'S.,TYP. L :re�ill•7�I:Im rei9sla•]a�� a" THK. GYPSUM BOARD, DR 0TLac �ROg GU IN) RIGID INSULATION ­0/ ((E I ROOF SHEATHING/DECKING, REFER TO MECH. MARC'S. Q(N) ROOF MEMBRANE OVER (N) COVER BOARD \ (N) DENSGVSS COVER BOARD (E)PLYWOOD DECK (E)lO BEYOND (E) ROOF ASSEMBLY (N) ROOF ASSEMBLY PITCH PAN SONEU23"=1w" 8 63'-ID"TO. FRAMING P STAIR Wd" T.O. FRAMING Be ELEVATOR 5 PREFINISHE3 METAL COPING 11/0' HOT DIPPED GALVANIZED ROOF NAIL pTliO.C. MAX., NP. WELOEO SPL IfE TERMINATION CAULKING CUSTOM $FUEL METAL TERMINATION MR CUSTOM SEAL WATERSTOP METALORIPEDGE - _ TO BEAM A 1 SEE WALL SECTION GUTTER SPACER AT 30"0/C 6" PREFINISHEDMETAL GUTTER ANDDOWNSPOUT TIN ROOF MEMBRANE OVER" LATE. GYP. SHEATHING ROOFASSEMBLYI SCALE: 11/2"-1•-D• ELEVATION SCALE r'=1'-D" L I NSTALL PROTECTIVE TRAFFIC PADS APPROXIMATELY BEMIS IN I SIZE AT ROOF HATCH AND AT MAINTENANCE ACCESS POINTS OF ROOFTOP HVAC UNITS ASSEMBLY SEALANT STAINLESSSFEEL HOSE CLAMP HEATWELD - FLASHING CLAMP DECKFLANGE — UNDERDECKCLAMP - SFAIEDONMSTER IHYDRANTASSEMBLY) fa PEE `o o r ROOF PADS I SCALD 1112"=1.0' EMEND PIPE AS NEEDEDTO ACHIEVE 8"FLASHING THERMOPLASTIC ROOFING FLASHING MEMBRANE PER MANUFACNRERS RECOMMENDATIONS ROOF ASSEMBLY PER PLAN PER MANUFACTURERS RECOMMENDATIONS HYDRAMASSEMBLY i : SUPPLY LINE ROOF HYDRANT SCALE 1-CO" S T U D 1 O architecture + engineering 23 ORCHARD ROAD SUITE 200 LAKE FOREST, CA 92630 T 949 380,3970 F 949 980.3F11 i s ke C- vAz u Y^ x 3-21a ] a OF CAUEO` Proact Name PUBLIC STORAGE TENANT IMPROVEMENT ) GRIND WILLT-UPOR MU WALL,REFERTO STRCT. DWGS. ROOF PUSHING MEMBRANE COVER BOARD noNGAddres TAPERED RIGID BOARD 1801 ADRIAN RD. INSULATION. TAR SLOPE AT CRICKET BURLINGAME, CA RIGID INSULATION, REFER TO MECH. BASIS. Gainer Public Storage, Inc. VIWES,& B.o. M� 701 Western Avenue Glendale, CA 91201 METAL ROOF DECK, REFER BUq(DG%Ffa �DECGs. P4 n BEM D'SGRyf08 q °( Sur ROOF CRICKET vn c:1 =ra 2 NO. PENSION DATE SON PROGRESS& Cry SUBMITTAL 06/22/2020 L 1st PC Resubmiteel 10/05/2020 0 Qq Addendum A 10/12/2020 B Addendum B 10/30/2020 2nd PC Resubmlttal 11104/2020 vBRI ROOF DETAILS PmIMi PS Drawn AN: F04 DD Checked W: SV J ROOF HATCH xnol Ni 20458 S 42•' MIN. HTAND GUARDRAIL FASTENEDLING L DECKING, A333 PLAN N (BROOSIMIRU RAILINGSYSTEM, OR Sfieel No. �ML•1 SIMILAR), TYPICAL AA A3e23 ROOF HATCH PLAN s Le 1"-1-0•' 1 PlPtoeta'. 2020,11-09 ON BOTH 51 W/BRAILLE Cam= ,0106 ELEVATION I'D" a' DIAMOND PLATE WAINSCOT -ALIGN — SCREW FASTENERS TO EACH OTHER WHEN INSTALLING PANELS, USE FLAT -HEAD SCREWS MECH. a VENi = DITIONAL THE 1T SGNAGGTO FDOOR G109 HOLD DOOR OPEN 6 WELCOME SIGNAGE, FOR IC MAGNET HOLD OPEN (WALL)PROVIDE ADDITIONAL ^ I\ G1A6 ACCESS/ INTERCOM GANDBL04MNGFOR IDE OF MAGNETIC LOCK, KEYPAD@44'TOF. kH01.D HE MAN@ fa'A.F.F. MA% We treat atUilMae LL 00[ "PUBLICST a ORANGE" KEYPAD, HEIGHTOF BU70N @ "" A.F.F. MAX EMERGENCY/REFUGE PHONE, CONDUITS IN WALL, NO I EXPOSED CONDUITS, OCCURS AT UPPER FLOORS ONLY I RAIL WELCOME O SIGNAGE, CARR G106 WALL MOUNTED FIRE EMINGU6HER— MAGNETIC HOLD OPEN — PUSH BUTTON Is W A.F.F. MAX FEEL R TOSHEETA4.31 FOR CEIE NG FRAMING 3 TACTIL FACE TOILET TOILET IOFNTIFIC4TION IDENTIFICATION IDENTIFICATION IDENTIFICATION SIGN SIGN P-D DOOR 4 6"PUBLIC STORAGE SIGNAGE G1.06 ORANGE"BAND Off 1, PAINTEDSTRIP q OFT-2 GET VINYL \ G1.06 law / v Ix DNI DUAL HT. ACCESSIBLE )PLASTIC TRIM BY ELEVATION "B" DRINKING FOUNTAIN,FOR PANELVENDOR MOUxnrvG HEIGHTS, SEE 'HIGH DIAMOND PIATEWAINSCOT-AUDI OETAIL2/G0.02 SCREW FASTENERS TO EACH OTHER WHEN ZA INSTALLING PANELS. USE FLATHEAD SCREWS FLUSH WITH SURFACE; F&I BY PANEL VENDOR AF.F. ELEVATION "Do' G,"o a' DIAMOND PLATE WAIN500T- ALIGN SCREW FASTENERS TO EACH OTHER WHEN METALLING PANELS. USE FLATTO SCREWS FLUSH WITH SURFACE F&I BY PANELVENDOR— ELEVATION I"A" P No 10 F i ELECTRIC PLASTIC TRIM BY STRIKE PANELVENDOR MAGNETIC NO( D OPEN PUSH BUTTON@ aa" A F.F. MAK BEAM, REFER TO / STRUCC DWGS. _ P.OB IUDMINATED EXT I SIGNAGE ABOVE DOOR P-0] PROVIDE SLIDING POWER BE SM DOORSEN50R TOP IE'CIT PROTECRON LOCATED IAI B O 6 POSITIR N WHODIEDI I IBCH V 15 / \ TACTIC PUUMIICi IMB EXIT PANEL VAL RON SIGN a � 4 o� �YY )ELEVATION "C" 4&16 SAFE G4.01 RAILS 4 OMMONDPIAR WAINSCOT-ALIGNSCREW FASTENERS TO EACH OTHER WHEN INSTALLING PANELS. USE FLAT -HEAD SCREWS FLUSH WITH SURFACE; FBI BY LOBBY#2INTERIOR ELEVATIONS 5A :3/B"=r-0• ELECTRIC MAGNET HOLD OPEN yENT (WALL) PROVIDE ADDITIONAL J. FRAMING AND BLOCKING FOR — HOLD SIOE OF MAGNETIC LOCK PROVIDE ADDITIONAL FRAMING ON THE SIAM SIDE OF DOOR SIGNAGETO li HOLD DOOR OPEN(G1.09 'PUBLICSTORPUE WELCOME SIGNAGE, FO 6 ORANGE"SURROUND ACCESS/INTERCOM G1.06 WIDTH TO FIT PIASTICTRIM KEYPAD, HEIGHT OF BUTTO 5 BY PANEL ®4a"REF. MP% BID, NDOR We treat YM $toil P PUBLICS RAGE / ]tl[a 0ai $taih )RANGE" BAND / OPT 1. PAINTED STRIPE IT K7 Tll� KK xx, �' H l Y .S I q ELEVATION "All STRIKEELECR4DIAMOND PLATE WAINSCOT, ALIGN SCREW FASTENERS TO EACH OTHER WHEN INETAWNG PANELS, USE FLAT HEAD SCREWS FLUSH WITH MAGNETIC HOLD OPEN PUSH SURFACE, F&I BY PANEL VENDOR BUTTON@ 4 ' A.F.F, MP% LB, PUSH BUTTON @ a4" REF. MAX 6"P JBLICSTORAGE 10 WELCOME OR GE"BAND GEIZ SIGNAGE, CART$ 0 -1, PAINTED STRIPE 15 O -2 CUT VINYL — r, 07 G1.06 61, PUBLIC STOMGE OBANGE BAND OPTNGEe TED STRIPE OPT-2 EVINYL� PLASTIC -M PANELV ENDORJ ELEVATION "CII -CARTI i RAB G4m BEAM, REFER TO STRUCT. DWGS. ILWMINATEDEXIT SIGNAGEABOVEDOOR / I V `\ CART IPST CHECK NOTE: REFERTO SHEETA4.02 FORSTMBOLC NOTES AND KEY NOTES LG Pi PAINE HATCH, I -0`A F F j1 Q • • 1 Rr I^w P 77` �I 4' DIAMOND PLATE WAINSCOT -ALIGN SCREW FASTENERS TO EACH OTHER WHEN PIAAIC TRIM BY INIEALLING PANE6. USE FLIT-HFADSCREWS PANELVENDOR FW5HWITH I... E)F&I DY PANEL VENDOR LOBBY LE:3/B•-r�/B"=1'D� GF ■■IIY ■��i r... ■= i i■I ■ ■ ■■171``ii r�■Il` ! ■■■■■■111C_ ■16 No on Y■■I am��IYIa=ii�ol�I Sol W CANOPY T ■'� 1 i� a ��4 j 5'O" iLr K T-11". 6'-11• A6.a I II STIORAGEI ELRV 03 NIT I INI cG1 L F II — — — ELEVATOR LOBBY #2 G1 — I LB-102 W (i I 12. " LNO RgA_ A —1 O I rwAL EMR# I as II v I B2 ATLI I L s2 I 4&I6 SAFE 1� — C 2 y'" G4.01 RAILS UNIT: INSTALLED® TOP i SUPPORT RB 5' m," LQ$. #2 R.C.P. suLE:1/a^-L'-v' Q 1.4 PUTSMTFEA OVE, ] . 385 15 1 NNN���111 REQUIREMEN W/ UDINaL TIP=b G].CB ]01 PROPER INE VENDOR I VADTHyEAIFV R.OV#/MFFL NORTH B K I K3 SEE A001 FOR H7 L L2 BOUARD SPACING / B L� —� n __—=T n___ ___�J ! /L ENb. LOBBY#2 sweva"=ro•' Ile I -------- II II ELEV 01 III "1 ELEV 02 -,A( 1 1 LnP Prcrr nnllAlell FlWUrr EI I �PROWDE M+NI SPLNST M, SEP TE PERM )\ / VERIFY SYS EM REQUIR MENT W/ L 1D-2 / ELEVATOR ACHINEVE DOR IL' / PROJECT 6.8 C.1 C.4 C,7 NORTH 0 ENLARGED LOBBY #1 REFLECTED CEILING PLAN svdE:l/a"=v 2 A CEDB-2 M f� _ K C �r � ELEVATOREODI EVENT \ g L RfFE SPECS, SHOP DWG S 6'-21/a" 13'-31/4" VVV"'��' ,6f '{%- AND SPECS, TYPICAL II II III ELftJCpl _ 1-xouRw Eo — — B 0 III WALL, TYR. i v Aa01 LI L ELEVATOR PIT �� - e EMR#1 -- J au%lv NEy/FLyFO P4D3 _ ELEVATOR LOBBY #1 _ L UT-104 I oG LB-101 - — — — — — — 'w"-°.o„tl„�„ 1.2 NCTEI I I I r --®— —III G1 — � w ELEVATORLOBBY SHALL HAVE 4A IDAMONDPLATEWAINSCOTIT —� ALL TALL CORSURFACES WAINSCOT '6I ELEV O2 ATE SHALL COVATOR WRMN 25'OF GYP. BO FURREDOUT ELEVATOR Cooxs. I LLL�---= TO lO 0 ALIGNED TO ® 1 R --- u In TILT -UP PANEL. TO A630 _ � �ED PROVIDE BACKING FOR 3 CAR _ AG4.01 RAO I �C RT —x x e 1 B'2 SAFER �Af•_iA G &08 G6.01 M S ORAGE I Cep A IV 1 " . A7'01 M. L AENFT R.O\ J vS M. �t�r 3/4" 10'-0• 30'ID 1a 0• ", f B.1 B.3 -- ---- B.8 — o — C.1 j SEEA001 FOR B BOLLARD SPACING C ]Da I \mac PROIER � NORTH D ENLARGED LOBBY#1 PLAN su LE: ua"=ru" 1 SLO 4 SXPRNW VAIN m No. L-26298 4�` OP GUf� PmIeX Name PUBLIC STORAGE TENANT IMPROVEMENT 1801 ADRIAN RD. BURLINGAME, CA .Public Storage, Inc. 701 Western Avenue Glendale, CA 91201 NO. REVISION DATE 9D%PROGRESS & CNTSUBMITTAL O6/22/2020 C Ist PC Resubm U61 10/05/2020 q Addendum A 10/12/2020 p Addendum B 30/30/2020 ® 2nd PC Resubmitted 11/04/2020 Sheet Name ENLARGED LOBBY #1 PLAN & ELEVATIONS POE Mere: P5 momenta Rod, DD aeReaw- TV MPPr"ma N1 20458 sneer No A4e01 plot due CEILING LEGEND LED LIGHT FIXTURE ® (CAGE) CEILING HUNG SPEC Sl U. 2651.00 �I LED LIGHT FIXTURE. SPEC. Lyl( .GAY 2651m T LED LIGHT FIXTURE EXTERIOR WALL SPEC. o MOUNTED 26.5100 EMERGENCY SPEC ® ILwMINATEDEXTTSIGN 2651.00 LED STRIP, DECK MOUNTED OR CEILING HUNG @ 8'-G, 26.S1.W SUPPLY DIFFUSER (24"x24") N/A COLOR WHITE EXHAUSTFAN(12"x12') N/A COLOR: WHITE O AIR GRILLE N/A COLOR: WHITE /\ 24"X 24'ACCESS N/A HATCH 0 JUNCTION BOX SPEC, 26.51.00 O PASSIVE INFERED CEILING SENSOR FLOOR PLAN LEGEND FIRE EXTINGUISHER ® ONIANUSPANEL-BY SPEC. (ANUS, OTHERS- BY GC 10.1416 SPEC FEEEJ HRE PANEL 2831.11 SPEC. OT THERMOSTAT 23.81.26 O SECURID(ALARM MEN KEYPAD ORDER MAGNETIC HOLD -OPEN SPEC. O PUSHBUTTON Ol 11 O KEYPAD/INTERCOM SPEC. 8.13 W SECTIRITYCAMERA SPEC 8.23.00 REFERENCE LEGEND WALLIDEN REF. ® DWG G201 REF FLOOR ®kYX. DOORIDEN PLAINS & AT.01 O WINDOW IDEN REF. DWG A7.W SIGH )IX 516NAGE IDEN REF Until ® FINISH IDEN REF, OWGA7.00 ROLLING CART PS TOODRDE 1J LZELh ZL NOTES 1. REFER TO G201 FOR PARTITION TYPES. 2, ALL DRYWALL WITHIN STORAGE AREA SHALL BE COVERED TO AN 8'0"A. F.F. W/ METAL PARTITION SYSTEM WALL LINER 3. PROVIDE BUMPER POST SLEEVES AT ALL EXERIOR BOLLARDS A PROTECT SHAH ENCLOSURES (PERMITTED TO BE PENETRATED BY DUCT AND AIR TRANSFER OPENINGS) W1 NOT USED 1 SCALE: RED1J APPROVED FIRE AND SMOKE DAMPERS AS REQUIRED 5. ELEVATOR LOBBY SHALL HAVE A 48" H DIAMOND PLATE WAINSCOT OVER DRYWALL ON ALL INTERIOR SURFACES. WAINSCOT SHALL CONTINUE WITHIN 25' OF ELEVATOR DOORS 6. ELEVATOR LOBBY SHALL RECEIVE POLISHED FLOOR, SEE FINISH SCHEDULE AND SPECS. 7. REFER TO STRUR. DWG'S. FOR NOTES ON CONTROL JOINTS A. GENERAL CONTRACTOR TO DELIVER RECORD SET OF CONSTRUCTION DOCUMENTS TO PUBLIC STORAGE MANAGER, SO THEY MAY BE PLACE IN A PVC PIPE AND LOCATED ABOVE CEILING DOOR IN BREAK ROOM 9, PROTECT SHAFT ENCLOSURES (PERMITTED TO BE PENETRATED BY DUCT AND AIR TRANSFER OPENI NGS)W/ APPROVED FIRE AND SMOKE DAMPERS AS REQUIRED. KEY NOTES �1 FLOOR MOUNTED CART RAIL@ SLIDING ENTRY DOOR, SEE DETAIL 4/G4.01 [fl FLOOR MOUNTED URT FAIL @Whl SEE DETAIL 3/24.01 ❑3 ALARM KEYPAD ® FIRE ALARM PANEL O SECURITY CAMERA © CONCRETE FILLED PIPE BOLURO. SEE DETAIL 3/AOD2. �] ZERO CURB W/ TRUNCATED DOMES ❑g PARKING SLADE STRIPING 0 ADA STANDARD HI/LO DRINKING FOUNTAINS, SEE DETAILS 2&5/GD02 Full EV CHARGING STATION EQUIPMENT, SEE ELECC PUNS 11 FIRE RISER NOT USED I SCALE TUTS 4 STL. STUD WALL BELOW BE (N) CMU LEVEL-1, REFER TO STRUCF. DWGS 6 STORAGE UNIT / ENE.STORAGEUNIT - D (--�---- ---- RD EXPANSION TILT-UPONJr.' WALL 1 (N)IXPANSIONR.'EMSEAL' FLOOR CORRIDOR a (N) EXPANSION O.EMSEAU LL (E) CON[ TILT UP WALL cOLG ID wHEREDccuRs ry 2"I ANUS PANEL, IW4ALL PER MF0.'S SPEED ®-�OU TIORAGEURff-__7 T NOT USED I SCALE: NITS 11 2nd FLOOR EXPANSION JT, PLAN s LE: 3/4°=1+0•' A ELECTRICAL ROOM UT-101 ENLARGED ELECTRICAL ROOM PLAN w�: vz"=r-0•' bl- •• •• it •. •F-i-•--F• i • L: B-1 t D.A.S. ROOM - UT-102 • 3' DEEP x FULL WIDTH CLEARANCE Invar EQUIPMENT BOX • 2-HOUR DAS, CONDUITCHASE ABOVE TO ROOF L L C 1 l EI�� O O FLOOR FIRE RISER ROOM DRAIN FlRESPRINKLER UT-103 RISER — ENLARGED FIRE RISER PLAN I SCALE 1/2'-1'-0" S T U D 1 0 architecture . eng ineern,nc 23 ORCHARD ROAD, SUITE 200 IFlKE FOREST, CA 92630 T 949.3803970 F949.380.3/71 SEO SXp9NNM VMILI �" i I 4 Na. C-28i9B 3-31-RI 5>£ OF �lfo PmpalAw PUBLIC STORAGE TENANT IMPROVEMENT PION'l Address 1801 ADRIAN RD. BURLINGAME, CA Ol Public Storage, Inc 701 Western Avenue Glendale, CA 91201 NO, REVISION DATE BIDS PROGRESS to C SUBMITi 06/22/2020 C 1rtPCReeubmuld 10/05/2020 A Addendum A 10/12/2020 p Addendum 0 30/30/2020 C 2nd PC Rehmnimal 11/04/2020 Shoot N111 ENLARGED MISC. PLANS Peol, Me -PS Dne,,b), TDa DD checked 6P SN 20458 Sheet No. A4002 Plot Dore: 20201109 TOILET ACCESSORIES TYPE MARK DESCRIPTION MODEL MANUFACTURER BA01 TOILET PAPER HOLDER B-2888 BOSRICK WASHROOM EQUIPMENT, INC. M03 Ha' GRAB BAR 8-6801 BOBRICK WASHROOM EQUIPMENT, INC. BA04 48"GRAB BAR B-58i DERRICK WASHROOM EQUIPMENT, INC. BA06 HAND DRYER B-7128 BOBRICK WASHROOM EQUIPMENT, INC. BAD] SOAP DISPENSER 5900 SAN IAMAR-RELY NO MILCAPACITY IN BLACK PEARL SAFE TOILETSEATCOVER B-221 RUBBER WASHROOM EQUIPMENT, INC. BAN SHdFW/MOPHOLDER &224 BOBRICK WASHROOM EQUIPMEN[ INC. BAIO ADA SIGNAGE SA11 COAT HOOK -OS WF-01 B -- P-11 3 P-11 / / P-11 0 P-11 / PESISTL ADSBLOPER TO CBC / BA02 RESIST LOADS PEIA C6C / 118609.8 � BA-11 gg06 a BA04 BA07 _ _ _ BA03 eA03--_—______, (� L_— BADS \ L-1 ___.______ A08 L-1 _ 0 \ INSULATE PLUMPING L- B B BA01 \ WITH SAFETY COVER A81 _ \ IWITHS FETY COVERPLUMBING W P H AT \ C-1 WITH SAFETY COVER \ WB-0 WB-O -0 T0.(N)CON SLAB � VIEW 1 VIEW 2 VIEW 3 FIRST FLOOR NOTE: 1&3 NOTE: 2 5 �TYPICPL AOA � FOP TYPICAL HEIGHT REQUIREMENTS, REFER G103 REQUIREMENTS, REFER G1 M G1.03 TOOETAR TOOETAIL ELEVATIONS 5ALe1n"=1'-" 4 P 01 W F-F P-11 B BA06 P-11 P-11 a P-11 RESISTPROAEBLOCY.INGTO PROVIRESIST OADSPINGTO RESIST LOADS PER CBC RESIST LOADSPEfl CBC B 11B�fi09.8 118-609.8 4 BA04 BA06 A-11 1 BA BA07 m 8 8 IT L — —. 8A03 BA04 — - PF-05 PF-05 __—_ _— A — --_ L1 L-1 SEALED B O1 BA01 ;FHEAEaR /FF-01 SPEC. WATECONCRETE 0 03.33.00 WC-1WC-1 T WALL BASE O SPEQ 6., BOARD WB-01 09,65.13 W -01 a0'- h WB-0 T.O.IN)� WB-0 ERR WALL WF-Ol SPEC FIRCEFLOOR 06,40.00 VIEW 3 VIEW 2 VIEW 1 GYPSUM BOARD SPEC. CEILING LGO 09.29.00 INTERIOR PAINT P-11 09. 1.00 F40.NPICALPOA 1&6 FOR TYPIME HEIGHT 2 5 REQUIREMENTS, REFER G1'03 REQUI0.EMENTS,REFEP G1.M G1.03 TO DETAIL TO DETAIL FINISH LEGEND QB ELEVATIONS SU E:1n"=r-0" 3 g• 6" JAR1/r. 9 9•• 1 " ACCESS PPNEL 10" WE CORRIDOR ' -F 3 �1 + 9A �I A11 j I �� UNISEX TOILET - UNIS �fILET \ s PL 101 A PCL01 EJ. O @.'AFT BAh '•'`Cf O'�/ _ 1-1 BA03 B 2 L-01 BA07AW -�- w 1 /EDA / I� — ePla INICMUWALL ' - WATER RE © a IWALIR-0P FIN? LIGHT,TYP _ y 4 MIN FN AM PTD 1p WATER CLOSET WC-1 SEE PLUMBING SCHEDULE FOR OETAI6 - u III \ w G0 z IN / ADAWALL - - HUNGIAV, bl SEE PLUMBING SCHEDULE FOR DETAILS ry � 11 SERVSINKICE MSl SEE PLUMBING SCHEDULE FOR DETAILS _ ADASPLIT VEL W ." LEATER Pf-04 SEE PLUMBING SCHEDULE FOR DETA16 FOUNTAIN :ZAI PTOIAV FAUCET PFOS PER PUBLIC STORAGE tl a (IWATER RESIST N CONC HLL °03 GYP BD 1z 1.2 f4 E U `(� D-1 PLUMBING LEGEND BA01 2 L-0 BADJ BA10 Q 3.w. SEUNISEX TOILET Z aI4 �2 UNISE i �1 XY(�I T PL-102 N BA b 3 1 PL_ I �E e D'aPr ly I � / �� enn pp �MEs[ caFC NOTE: B FOR ttPICALAOA LOBBY-1 PEgUIREMENTS, REFER GLOB RI ICIXI T JAN -LLtSS / F.D.PL-103 B j "IS p 3 GYP BD. FURRED OUT s"MAK 15•MIN, °•. a •• - 1 R — (I TIOLT UFVPNFL T E O D - E L D c I D 1 I rvoTE: I _ LIL_ - � -� - REEQUIP IMENT$AREFER TO FOR MS-1 AP PROVIDE BACKING WAINS DT2� WINGWALLOR °LOUVERS, IYP. ^ 1 PROTECTION BAR/ = 2'-3' 3'-30" L BOLLARD, AS OCN I NOTE: 2 SEISMIC FOR REFLECTED CEIuwG 101Ni � m _� B.S B 3 PLAN, REFERTO DETAIL A4'D1 B.] B.3 FINISH /\\\yam\/�� FLOOR Bole IF PRORTH PROTECT FIETERTO FORMANUF., MODEL, NORTH PESTROOMS/TOILET ROOMS ARE NORTH FOR MANUF.,MODEL, ETC. MECHANICALLY VENTILATED, REFER TO MECH.OWG 5. DRINKING FOUNTIAN I SCALE: 1/2"=10" (91 ENLARGED RESTROOM REFLECTED CEILING PLAN SCALE:1/2"=1'-0^ 1 ENLARGED RESTROOM PLAN SCALE:v2"=r-0° 1 S T U D 1 0 architecture + engineering 23 ORCHARD ROAD, SUS 200 LAKE FOREST, CA pi T 949,380.3970 F 949.3803771 siv ♦qqy SXP9NPM VPNI 'A No. C-38388e 1`� 3-JI-21 ! a>E AF Lyy1F� Public Storage )UBLIC STORAGE TENANT IMPROVEMENT mienmi 1801 ADRIAN RD. BURLINGAME, CA Apple, Public Storage, Inc. 701 Western Avenue Glendale, CA 91201 NO REVISION DATE 900%PROGflE558 CI WaMRTAL 06/22/2020 Cat PC Resubmitted 10/05/2020 p Addendum A 10/12/2020 0 Addendum 8 10/30/2020 © led PC Resubmmal 11/04/2020 ;fieHNam. ENLARGED RESTROOM PLAN & ELEVATIONS am) Mg: PS orawn iq SEAT AD LhNm W W <SP Rpc,eR Ni 20458 SMet Ho. A4903 P10tSm, NOTE: VENAIGSEMBLVWITH`RU4MFG. WXERE1Hfl ASSEMBLY ISREOUIRED 8 GA. HANGER WIRE TO STRUCURE—b ABOVE, ab" O.C. W/A WIRES SPLAYED W I N a DIRECTIONS, 6• MAX, FROM WNNGPMNE. it AT8"OC. / n 206A WIRE 1 q2"COLD POLLED STEEL AT 48120 GA. - a ` ATTACHED ARE TORE WALLS R ONLY ADJACENT - WALLS OR SOFFITS I UNATTACHED SUSPENDED DEPEND SYSTEM, SEE REFLECTED CEILING PLAN FOR 12'-D• SPECIFICATIONS, I ICC-ES # EN-2282. OR'1122, OR 130 FIRE O'CR CARR#2a299 SPRINKLER L GA. GYP. BOO. POPE "X, ALLEDGRSUPPORIEU LATERAL FORCE BRACING AND SUSPENSION LATERAL FORCE BRACING: A STRUT FASTENEDTO THE MAIN RUNNER SHALL BE E%TENDEDTD THE STRUCTURAL MEMBERS SUPPORTING THE ROOF OR FLOOR ABOVE. LATERAL FORCE BRACING SHALL BE 12 FEET ON CENTER IMA%IMUM)AND BEGIN NO FARTHER THAN 6 FEET FROM WALLS. LATERAL FORCE BRACING MEMBERS MUST BE SPACED A 101141MUM OF V FROM ALLHORIZ➢NFAL PIPING OR DUCT WORN THAT IS NOT PRECIOUS WITMBBACING RESTRAINTS FOR FORM FORCES, BRACING WIRES MUST BE ATTACHED TO THE GRID AND TO THE STRUCTURE IN SUCH SUSPENDED GYPSUM BOARD CEILING SCALE; 3"=VT(P 12 AMANNER ITIATTHEYCAN SUPPORTADEEDN LOADOF NOTLESSTHAN E00 POUNDS OR THE ACTUAL DOME. WHICHEVER IS GREATER. WITH A SAFETY FACTOR OF 2. NOTE: LATERAL FORCESPACINGMEMBERS MUST BE HEAVY-DUTY CEILING SYSTEMS BPACEOAMDiw9NO OF E MAKE THE FOLLO WI NG INSTALLATION GREAT LS ARE TO BE COMBAT UP RED TO BECOM PLYI N G WITH TH E ABOVE REOU IREMENTS. OR MORIZOMNPIPING OR DIKT WAKE THAT LS . FXt NOTES; I FORE, FORCES.VALUESDAWFREs MUST WIRESBE TOM.ED PURLING AND SUB -PURLIME, THE 2x0SUFI-0URLINS 1. —WHEREETTO ROOF SYSTEM IS COMPOSED OF WOODBEAMS,SUPPORTING LAC) 12) NO. IT GAUGE WIRES MUST TOT ATTACHEDTOSUCH IDANONME HE ARE NOT TO BE CONSIDERED AS STRUCTURAL MEMBERS SUPPORTINGTHE RWF. AMANNEBAN R SUPPORTE TIM ESFJIREDFR DESIGN 0ADOF LEGRE SUPPomDS 2, COUNGISUSPENSION MARNM SWILL COMPLY WNH ENJI AND DRUG2.1. COMPONENTS SHALLBEASTM"HEAVY RnEIGHT AT NG M THE WAIRS5lNAM 2WPoUXDSIS TNEALTMITH CURRENT THE ASA GaEAT[R, WITHA snfEN DUTY"CLq'IS DIAGCiNAL W10. MAV B,ES_ ESUCN. DIAGONAL, WIREGH 51x CKS FACIO0.0F 2. FACTOR Or / I_ 3.THE COMPRESSION $TRUTSHALL BE VERTICAL,qND$HALLNOT HANG M011EiHAN11N 6OUT-0FPWMB. WHEN HEAVY MY CEILING S CTMS ARE USED, SUPPLEMENTAL MARGINS ARE HOT IREI NDMODULARA R HANGER PATTERN 15 FOLLOWED, LIGHT FUTURE T�� 4 ]�— (LESS TMAN 56 L EGE) ELECTRICAL METALLIC TUBING: ELECTRICAL METAWCTUBING l/2' 1 T5'-IP' 3A, TOOT NOTE CONDUIT CAN BE FLATTENED ATTHE ENDSAND CONNECTEDTO THET-BAR MAIN RUNNER WITH ONE#105HEETMETALSCREW. WA ............. SEISMICCUP S951FR ANCTORTO WALL OR SOFFIT BY OR STREAM AT 2a"O.C. MOLDING 7800 "UNATTACHED WALL" ARMSIRONG BERC2 ICC ESR-13D8 MRR#25032 OR " UNATTACHEDWALC' USGASMT ICCESAC156&A068 OR "UNATTACHED WALL" CHICAGO METALIC ICC UR-22K PERIMETER HANGER WIRE AT ALL MAIN RUNNERS AND GROSS TEES SUSPENDED CEILING GRID ACOUSTICAL PANEL HANGER AND PERIMETER WIRES MUST BE PLUMB WITHIN 11N 6 UNLESS COUNTER SLOPING WIRES ABC PROVIDED CEILING - UNATTACHED CLOSURE ANGLE I SDALLTI-1 a- 4 BnM "ATTACHEDWALL" ARMSTRONG BERC2 W ESR-1308 FARR#25032 OR "ATTACHED WALL" USG 1,51107 T/8" ICC-ES MISS &A068 OR WALL OR SOFFIT 'ATTACHED WALL' CHICA6O METALIC SEISMIC CLIP RTNOWALL ANCHORT WALL ICC ESH-2282 OR SOFFIT B WIRE ATALL $CREWSAT2a"O.C. 24- TIGI MCHN RU MEMO AND MAIN RUNNERSAND CRDSSTEF$ SUSPENDED CEILING GRID OFOONTIE TO STRUCNRE PER ACOUSTICAL PANEL \\�RAT DETAILS, CEILING OPPOSTICtlNE0.50F5UPPDXT HANGER AND PEflMETER WIRES GRID WIRES, OR SCREW ON T-BAR SAFETY eMA%. MUST BE PLUMB WITHIN 11N 6 CLIPS AT SIDES OR ENDS. UNDERSIDE OF FLWROR UNLESS COUNTER SLOPING WIRES EMTSIEEVE-\ � ROOF STRUCTURE MOVE. ARE PROVIDED LIGHT FIXT. @ SUSPENDED CEILING I SALeT=V-0 11 MINIMUM 3 TIGHT TURNS 1-1/2" BOTH ENDSTYPICAL NOTEPRO: RINGS FOR R INCHES OVERSIZED OTRIM HER RINGSFOIONS) KILLERS TO AT PENETRATIONS) ALLOW ALL AT LEAST I'OF MOVEMENT IN ALL DIRECTIONS. PROTECTION DRAWINGS I SPRINKLER HEAD PENETRATION I SCALC3"=1' (101 MAIN RUNNER SLOTENDOFTLBETOFIT OVERTOP OF MAIN RUNNER �ORILL S/32" DIAMETER HOLE AND INSTALL l/8" DIAMETER BOLT AND LOCKING NUT. TUBESSHALLMPa" MINIMUM. \\ •=as RUNNER 910 BRACING WIRES w/a TIGHT TURNS IN 11/2" EACH END. SPLAY WIRE BRAONG IN CLUSTERS OF FOUR WIRES ATTACHED TO MAIN RUNNER WITHIN 2".OFA CROSS TEE SECTION. OCCUR WHEN CERRING AREA EXCEEDS ]LOCO SU.FT METAL STUDS: THE FOLLOWING SPANS PRE BASED UPON STUDS HAVING A 3-5/8" PEG WITH A3/8" RETURN. DOUBLE MDSARE CONNECTEDTOGRHER IN THE SHAPE OF A'r-1. WITH ONE #6 $MEET METAL SCREW AT 16" NO ATTACH THE METAL STUD TO THE T-BAR MAIN RUNNER WITH TWO # 8 SCREWS. SEE DETAILS FOR ATTACHMENTTOSTRUCTUREABOVE. RUNNER STEEL STUDS 1.5/Bx 20 GA ro12Lo' DELIEYE x2CA 101" 2-1/2nx 20 GAS TO 13'-6" EACHSETOFBRAONGWIRESW/(2198SHEETMETAL SCREWS TO THE GRID, SPAN PER TABLE ABOVE. 412VERTICALIAM611 WIREAT4rO"O.CEACH WAY PI O.0 AT MAIN RUNNER) MINIMUM 3 TIGHT TURNS IN 1-1/2" BOTH ENDS TYPICAL P'MAX RUNNER Lai CEILING AR .. SEX, C< EE0...51....,OW....« Sd ......................... EAFT. �(2) STUD ORIENTATION 3-5/8" x 20 GA STUDS - SCREWED w/ 7/16" 9 GA FRAMING / SCREWS AT 2a"O.0 STAGGERED- SANDWICH MAIN RUNNER BACK $ ATTACH W/ (3) 7/16" FRAMING $CREWS tMA71N RUNNER I CEILING - ATTACHED CLOSURE ANGLE I SCALE: HE=10• (31 NOTE: FOR CEILING JOIST ALLOWABLE SPANS WITH ONE LAYER OF 5/8" GYPSUM BOARD, REFER TO STRUCT. DWG'S. PUBLIC STORAGE TENANT IMPROVEMENT PlINUMI 1801 ADRIAN RD. BURLINGAME, CA Drvnv Public Storage, Inc. 701 Western Avenue Glendale, CA 91201 NO. REVISION DATE 90%PROGRESS& 0 6/22/2020 CIWSUBMRTAL qCN TNT PC Resubmittal I 10/0S/2020 Sheet DID, CEILING DETAILS Prole MD, Drawn by FDA, o Checkw by: At PAR NAPO No. 20458 NOT USED I SCALENONE MANUFACTURED STRUTS: PRE -MANUFACTURED STRUTS MAY ONLY BE USED IF ENGINEERING IS APPROVED BY ME BUILDING DEPARTMENT GENERAL CONTRACTOR TO SUBMIT MR APPROVAL SUSPENDED CEILING I SCALE:3"=1'0" ALLOWABLE CEILING SPANS I SCALE:NONE Sheet N¢ A A4,11 Pbt Oat,: EM4m)5 ROOFHATEH-BACOTPE E) CONCRETE E) DOWNSPOUT NBW/BILGUARD2.0 PARAPET RAILING SYSTEM (OR EQUAL) WALK 4 PAD ALES y A602 l _ FIRE DEPT. HOSE (LI RICKEr 1 _ I Il VALVE CONNECTIDN� 5.1 S Y6.6 LINESTAIRWELL BELOW, SHOWN DASHED OE E:2 E.7 OF PROJECT NORTH ENLARGED STAIR#3 ROOF PLAN i SCALel/41'-1 0" S C Y6.6 O E.2 E.7 O PROJECT NORTH ENLARGED STAIR#3 2ND FLOOR PLAN SCALE.]/4"=r-o•' $ 26•-41/2• 19,-2 BEE' Tx 9-33/4" 12TREAGS SAGS UP 11" 2" CONTRASTING STRIP 4 Afi.10 v 1 FROM NOSE, TOPIWD A610 _ _ I ROROM TREAD TYP _ I Y" - PR 6.1 L q B2 1 (E)COLUMN,SEE I ''I STRUCTURAL - y.. STAIR 3OWGS, TYR , i -T-Il I ( ] I I I I ER ELEVAnON A _ M _ _ VANDPIPSSEE FIRE Q PROTECTION DWG$. ® 6 B-2 9 Afi.30 Afi.10 A6.30 A6.N _ MR 3.d•• cc�� -�Ir _ II 0" �J E.2 E.1 OF PROJECT NORTH ENLARGED STAIR#3 1ST FLOOR PLAN sueu4••=rA• 7 _ STAIR 2 I 0.00E HATCHLBILCO I 1'4 TYPE NLANKYS :9ir _ _ 2.L (O EQUAL) (OR EOUAL)-- L ,\ICI ■�i LIN STAIRWELL \ r l I I l BELOW. SHOWN BEL DASHED I /CIF 4 � Ve.x3 SAt IAD- k BE) CRICKET I Qj IE) ROOF DRAIN I FIRE DEPT. HOSE VALVE CONNECTION HE) CONCRETE PARAPET - I I I B 2 V.5 V9 PROJECT NUN ORTH N ENLARGED STAIR#2 ROOF PLAN SwE.114^=r0• T6 Bz u A6.10 r HC' T.O. CD BA FLUOR SECOND ODOR ST-202 I SI L' ) B STAIR 2 _ 1•Q AA -- . --f--- 9 ON UP 3 A6.iD ---� ry A PRE-ENGINEERED 9 I ALTERNATINGTREAD - o ARTS I - - - SHIPSIADDER LINE OF ROOF = 6 HATCH ABOVE (1u•2\ QA6.30 _ 5 2" CONTRASTINGSTRIP A6.10 ]'• FROM NOSE, TOP AND BOTTOM TRW, TYP. STANDPIPE, SEE FIRE PROTECTION Di 4 A6.W 12 A6.10 (E)DOWNSPOUT n 12 T.O. CON B . v �]p 7'-30" (SECOND FLOOR A6A2 F.F. EI£VATION B VS V9 I PROJECT (1ry�l 4 M.8 NORTH M.4 V ENLARGED STAIR#2 2ND FLOOR PLAN SCALE.1/4'=1'-OR $ _ B3 11 AGUE 0'61 ' 1 T.O.IN)CONC A ] M - SLAB FIRST FLOOR A6 30 / _ STAI I / 1.4 _ A3 I fl ;; B-2 _ 1 V CONTRASTING STRIP ]"FROM N)SETOPAND • _ - 1,2 BOTTOMDOTYP. I;_ _. 5 - A610 STANDPIPE,SEE FIRE _ A 1` PROTECTION DW65. - - A6 B 01 \l PROJECT NORTH ENLARGED STAIR#21ST FLOOR PLAN xaE_v4'=1'A" 4 DASCONDUN PENETRATIONS STAAIR I 1.4 L.J ROOF AX-GULATCH BECORD2.0 VPE _ RA ING SYSTEM R RAILING SvsTEM OR EQUAL) � 1.2 CMU I LINE OF STAIRWELL V BELOW, SHOW' DASHED FIRE BEET. HOSE VALVE CONNECTION I PROJECT `/ ` NORTH A.3 ENLARGED STAIR#1 ROOF PLAN SULe u4'=1w• 3 I III I III D.A.S. CHASE S $TAIRY. r ON 1 -7 PRE-ENGINEERED R ATNGTPA 13 -- SHIPS LADDER L ._ _ J p6.30 If " UNEOFROOF L + - HATCH ABOVE H1 Be CONTRASTING STRIP ' - ^ 1" FROM NOSE, TOP AND BOTTOM TREAD, TYP. ]p 10 A6]0 A6.30 ti A6.10 ' „ A6.10 m 3TANOPTIONDWES, ...... ____._. Z+. PRO( ELTOX DWG$ a, ® WALLTYPE (E) CONC WAIL - RN WALL INFILL IN) NON RATED GAME PARTTF ION E) 2 He RATED EXTERIOR WALL \l ]-y TTTT (N) t-HR RATED WALL REEIEVATON 1 A6A2 (M2-HR RATED WALL f 9" 3'-61/2' 3'-it- T61/2' 3" ® IN)YHR FUNDED WALL OR9'6" TT%7TlTT� (N)CONC MASONRY WALL NORTH OO A 3 MIN R431NSUTATION Q ENLARGED STAIR#12ND FLOOR PLAN SALE:1/4`=r-0° 2 WALL LEGEND SOALee WES y - 0 E T. 1\D.AS. ND. A Y ABOVE AIR S I NET FLOOR _ -_- -- -- - 3 .��y A6.10 ICI III - 6 L A6]0 B A6.10 O I"FROM NOSE, TOP AND BOTFOMTRDN,FYP, - FIRE O PROJECT NORTH NTH Q FLOOR PLAN wLel/4=1'0'_ 1 S T U D 1 O architecture + engineering 23 ORCHARD ROAD, SUITE 200 LAKE FOREST, CA 92630 i 949380397D F949.38D3771 d"eN •PCy _` sxn6xw vaKRI ;, NC C 282P6 ] 31 21 Public Storage PPHPPNeme PUBLIC STORAGE TENANT IMPROVEMENT Pmlettaiwei 1801 ADRIAN RD. BURLINGAME, CA Owe, Public Storage, Inc 701 Western Avenue Glendale, CA 91201 NO. REVISION DATE 90% PROGRESS BY OIYSUBMITTAL 06M/2020 ABit PC ResubmAtal 10/05/2020 QAddendum A 10/12/2020 QAddendum B 10/30/2020 A2nd PC Recubm nal 11/04/2020 She[Name ENLARGED STAIR PLANS Rai PS DP. a: FDA OD CA«aaLu sV FSE Plild No. 20458 snee, No. A6e01 PII 2020-URN NOTES: SHOP DRAWING NOTE: CONTRACTORTO PROVIOEARCHITECT WITH SHOP DRAWINGS FOFAPPROVALPRIOR TO MANUFACTURING. HANOBA115: I IT ISTHE CONTRACTOR'S RESPONSIBILTV TO VERIFYILHATTHE CONSTRUCTION LEAD. HANDRAILS ARE ABLE i0 WITHSTAND THE FOLLOWING LOADS: HANORAILAND GUARDS: HANDRAIL ASSEMBLIES AND GUARDS SHALL BE DESIGNED TO RESISTA LOAD OF 50 POUNDS PER UNFAR FOOT (ROUND PER MOT) Ln KN/M) APPUED IN ANV OIRECOON ATTHE TOP AND TO TRANSFER THIS LOAD THROUGH THE SUPPORTS AND STRUCTURE. CONCENTRATED LOAD HANDRAIL ASSEMEBUES AND GUARDS SNAIL BE ABLE TO RESIST A SINGLE CONCENTRATED LOAD OF BOB POUNDS (LOU RNI, APPLIED IN ANY DIRECTION AT ANY PON AWNG THETOP, AND HAVE ATTACHMENT DEVICES AND SUPPORTING NRUCTURETOTRANSFERTHIS LOADING TO APPROPRIATE STRUCTURAL ELEMENTS OFTHE BUILDING. THIS LOAD NEED NOT BE ASSUMED TO ACT CONCURRENTLY WITH THE LOADS SPECIFIED IN ME PRECEDING PARAGRAPH. COMPONENTS INTERMEDIATE MILE (ALL THOSE EXCEPT THE HANDRAILS), BALUSTERS AND PANEL FILLERS SHALL BE DESIGNED TO WITHSTAND HOWZANTALLY"PLIED NORMAL LOAD OF 50 POUNDS ON AN AREA NOT TO EXCEED S SQUARE FOOT INCLUDING OPENING AND SPACE BETWEEN PAILS.I PROVIDE CONTROLLING WARNING STRIPE MIN. 2", MAX P' FROM NOSE AT UPPER APPROACH AND AT BOTTOM TREA0 (TYPED ALL STAIRS AND AS REQUIRED BY CODE). ALL M EL SHALL BE TOUCHED UP AT COMPLETION OF JOB. NOTE SECURITY OPENING: PINTLE HINGE PINS TO BE WELDED PER RUBEN @BILCO (303) 9346363 SHEET NOTES SCALE: NONE 4 GENERAL CONTRACTOR TO PROVJDE A 21NCH WIDE PAINTED STRIPE IN TRAFFIC YELLOWATTHE GENERAL CONTRACTOR TO PROVIDE A 2INCH WIDE PAINTED STRIPE IN TRAFFIC YELLOW' ATTHE GENERAL CONTRACTOR TO PROVIDE 2INCH WIDE PAINTED STRIPE IN TRAFFICORLOWATTHE UPPER APPROACH AND LOWER TREAD FORCLFAR VISUALCONIRAST. UPPER APPROACH AND LOWER REAR FOR CIFAR VISUAL CONRJSI. UPPER APPROACH AND LOWER TREAD FOR CLEAR VISUAL CONTRAST. THE STRIPE SHALL BE 21NCHES WIDE PLACED PARALLEL TO, AND NOT MORE MAN 1 INCH 25.4 MM) THE STRIPE SHALL BE 2INC TIES WIDE PLACED PARALLEL TO, AND NOT MORE THAN I INCH (OSAMM) THE STRIPE SHALL BE 2INCITH WIDE PLACED PARALLEL TO, AND NOT MORE THAN 1 INCH GviA MM) FROM, THE NOSE OF ME STEP OR UPPER APPROACH. THE STRIPE SHALL EXTEND THE FULL WIDTH OF FROM, THE NOSE OF THE STEP OR UPPER APPROACH. THE STRIPE SHALL EXTEND THE FULL WIDTH OF FROM, THE NOSE OF THE STEP OR UPPER APPROACH. THE STRIPE SHALL EMEND THE FULL WIDTH OF THE STEP OR UPPER APPROACH. THE STEP OR UPPER APPROACH. THE STEP OR UPPER APPROACH. 14 19 ON BUILDING INTERIOR SIDE OF PROVIDE WALL MOUNTED 20 19 ON BUILDING INTERIOR SIDEOF 20 19 ON INTERIOR SIDEOFPROVIDE WALL GLOfi G1.W IG STAIR WALL STAIR IDENTIFICATION SIGN G1.0] Gl.% STARIDEWALLMOUMPJ STAIR ALL STAIR IDENTIFICATION SIGN G1.W GLOT CATIOMOUNTED ALL STAIR IOENAINLAON SIGN FAIR SIG TIEDDOORS MOUNTED EMERGENCY ®EACH MAIN LANDING EMERGENCY MOUNIOORSERGENCY MOUNTED EMERGENCY ®EACH MAIN LANDING MOUNTOORSPRGENCY MOUNTED EMERGENCY oP EACH LMIN LANDING EVACUATION SIGNAGE fVACUAIION SKiNAGE EVACUATION SMaNAGE SHOP DRAWINGS TOR ALL STEEL STAIRS SHALL BE SHOP DRAWINGS FOR ALL MEL STAIRS SHALL BE SHOP DRAWINGS FOR ALL STEEL STAIRS SHALL BE REVIEWED AND APPROVED BY THE CITY BUILDING REVIEWED AND APPROVED BY ME CITY BUILDING REVIEWED AND APPROVED BY THE CITY BUILDING DEVELOP! PRIOR TO FABRICATION. DIVISION PRIOR TO FABRICATION. OIV610N PRIOR TO FABRICATION. ROOF HATCH -BILOO ROOF WITC11-BILCO TYPE NO W/BIL6UARD VALVE &PRE HOSE CONNECTION TYPIENBW/BIL6UARID g (O2.RAILING SYSTEM 9 (OREQUAL)A323 MIT! 2.0 PILING SYSTEM LOCATE MORE FROM ROOF (OR EQUAL) A3.23 -" ROOF HATCH -BHCO PARAPET, TYP. TYP. - TYPE NBW/ BILGUARD 9 2.O RAILING SYSTEM B 6'-51/2" ALI ® (E)GWIAM., SEE B B-� B TOR EOUAq - __-___-_ ® I • STRUCTURAL DWGS. 20 O Q I 3'A 1/2" 8 I p I Ai]3 SIP. BE) COLUMN, SEE I A3.23 MUMML OWES. I GUARDRAIL G2Ay I A3,13 20 I ) GUARDRAIL CONNECTION SIM. GRA1 _ BY RAIL MANDE _ I GUARDRAL Y I CONNECTION _ I I I BY RAIL MANUF - -- - REFERTOSTRUR.DWG'S `� 1 I JI \ LIGHTFI%L, REFER EFERI FOR OPENING SUPPORT LIGHTCT.D _ _-F-�/ LI Fin., FR TO ELECT. DWGS. 14 G'S, r TO ELECT.DWG'S r- "� TO ELECT.D OAS. CH p6.10 PRE -ENGINEERED "IAPEYRE"ALTERNATING p6 M PRE -ENGINEERED "IAPEYRE" ALTERNATING PRE-ENGINEERED "LAPEYRE"ALTERNATING TREAD DEVICE. ACCESS TOR IF INSTALL PER TREAD DEVICE. ACCESSTO ROOF. INSTALL PER 14 TREAD DEVICE. ACCESS TO ROOF. INSTALL PER MANUFACTURERSINSTRUCTIONS (CARBON STEEL AIDS - MANUFACTURERS INSTRUCTIONS (CARBON STEEL STAIRS A6.10 B Q MANUFACTURERS INSTRUCTIONS(CARBON STEEL STAIR WNHSIFETYYELLOW FINISH), SUPPLIED ANOINSTAUFD WITH SAFETY YELLOW FINISH), SUPPLIED AND INSTALLED- WILD SAFETY YELLOW FINISH), SUPPLIED AND INSTALL BY GENERAL CONTRACTOR. PROVIDE MANUFACTUMIN ] BY GENERAL CONTRACTOR. PROVIDE MANUFACTURER y] yT BY GENERAL CONTRACTOR, PROVIDE MANUFACTURER STANDARD CLOSURE PLATE ON REAR TO SERVE AS 42" STANDARD CLOSURE PLATE ON REAR T05EWE A542" STANDARD CLOSURE PLATE ON REAR TO SERVE A542" MIN, GUARDRAIL G 03 MIN. GUARDRAIL G1.03 G1.03 MIN.GUARDRAIL WETFIRESTANOPIPE WET FIRE STANDPIPE \ / WET FIRE STANDPIPE REFER TO FIRE SPRINKLER DWGS. FACTORY PRIME _ y_z._ REFER TO FIRE SPRINKLER FACTORY PRIME 618 '"2 _ FACTORY PRIME REFER TO FIRE SPRINKLER OWES. 6 STAIR, GRAY, TYP. se DWGS. STAIR, GRAY, ttP. Y_2_ STAIR,GMY,TYP. A6. \ 1 TO RATED - �m 1Us RATED A6. - _ s, 1HE RATED A6 0 WALLS i i WALLS i WALLS IT LIGHT FIXr., REFER �, / TO ELER.OWG'S. e LIGHT Fin., REFER - TO ELER.DWG'S. I e - NIGHT Fin.,.REFER A6.10 TO ELECT. DWGS. e AUDI ( I g6.10 STL CHEIXER ITT PLATE C NDI PATE LANDING PLATE LANDING - I I T.O�NA. -_. _ 1s2 T�SN —___- - _ ssz .. NILAILT LOOK SECOND FLOOR SECOND FLOOR SECOND FLOOR JL'l J W _ T--TO LIGHT FOR., REFER B PRIMER RED Q W {LI UGHi FIXT., REFER PRIMER RIP) LIGHT FI%i., REFER i-1 AE30 y r J TO ELECT. OWG'S. STEEL STAIR - J TO EIER.DWG'S. r STEELSTAIR TO ELECT. DWGS. 1 - FRAMING NP. _ - rJ T�1 FRAMING TYP. L -I ni, O'm J r(J ^IN -. mar I""'l ' I 1 ^r J p6.10 J A6.10 A6.ID L II @1 rJ T rJ �I STL CHECKERPLATEB STD CHECKER PLATE B B STL CHECKER PLATE STL CHECKER STAIR SYSTEM 4AIRSYSTEM -- - 1] STAIR SYSTEM I PLATE LANDING 1] yi I G3.03 AGL1 ® \ 1 AS10 D = 4 V �,p OF �� IF 5 I ST ELECTORAL OWES& 5 IRMANUFACTUPER _ - I m / I N N I „ I 5 FACE MOUNT I I LUMNS,SEESTRUCT B , L0. NC STAB FIRST I I QB T.. NC. STAB FIRST I CONC. SLAB FIRST _ FLOOR 2 :-- _., FL000. ..-. FLUOR -.• 0 — D T.O ONC TE C" STAB FIRST SLAB FIRST STAB FIRST FLOOR FLUOR FLOOR NOTE: NOTE: NOTE: ALLSTEEL SHALL HAVE TOUCH-UP ALLSTEELSHALL HAVETOUCH-UP ALL STEEL SHALL YOUCH-UP AT COMPLETION OF JOB _— ATCOMPLE110NOFIOB ATCOMPIETIONOFIOB ENLARGED STAIR #3 SECTION SCALE : 3/B"=1-D" 3 ENLARGED STAIR #2 SECTION uAF: 3/a =1'-0 2 ENLARGED STAIR #1 SECTION uALE: 31 1 Prole0NI PUBLIC STORAGE TENANT IMPROVEMENT Project Aare:: 1801 ADRIAN RD. BURLINGAME, CA ner DW Public Storage, Inc 701 Western Avenue Glendale, CA 91201 NO. REVISION DATE 90%PROGRESS & CITYSUBMITTAL 06/22/2020 ® 1rt PC Rewbmittal 10105/2020 Qp Addendum A 10/12/2020 QAddendum B 10/30/2020 ® 2nd PC Resubmited 1110412030 REVII Afii F Sheet No,, ENLARGED STAIR SECTIONS Pm4 Mgr.: PS Jet"TY'. PDA. DO GeeWO y: Of OF Project No. 20458 Sheet No. A6,02 NOTES: SHOP DRAWING NOT['. CONTRACTOR TO PROVIDE ARCHITECT WITH SHOP ORAWINGSFOR APPROVAL PRICKED MANUFACTURING HANDRAILS: I IT IS THE CONTRACTOR$ RESPONSIBILTYTO VERIF(THATTHE CONpTRUCRON OF ALL HANDRAILS ARE ABLE TO WITHSTAND THE FOLLOWING LOADS: HANDRAIL AND GUARDS: HANDRAIL ASSEMBLIES AND GUARDS SHALL BE DESIGNED TO RESIST HEAD OF SO POUNDS - PERLINEARFOOT(P°UND PER FOOT) (.]3KN/M) APPLIED IN ANY DIRECTOR AT THE TOP AND TO TRANSFER THIS LOAD _ THROUGH THE SUPPORTS AND STRUCTURE, CONCENTRATED LOADI HANDRAIL ASSEMEBUES AND GUARDS SHPLYBE ABLE TO RESIST A SINGLE CONCENTRATED LOAD .a Chite(ture+engineering OF200POUN05(.89 KNL APPLIED IN ANY DIRECTOR AT ANY POPITALONG THE TOP, AND HAVE ATTACHMENT DEVICES ANDSUPPORTING STRUCTURE TO TRANSFER THIS LOADING TO APPROPRIATE STRUCTURAL ELEMENTS OFTHE BUILDING. •.123 ORCHARD ROAU,5UIT(200 THISLOADNEEDNOI BE ASSUMED TO ACT CONCURRENTLY WITH TILE LOADS SPECIFIED IN THE PRECEDING PARAGRAPH. LAKE FOREST, CA 92630 T9493R039 -' 3]]S COMPONENTS INTERMEOWLS TE FAI(ALLTHOSE EXCEPT THE HANDRAILS), BALUSTERS AND PANEL FILLEPS$HALL BE DESIGNED TO WITHSTAND A HORIZONTALLY APPLIED NORMAL LOA11 OF 50 POUNDS ON AN AREA NOTTO EXCEED SQUARE FOOT INCLU%NG OPENING AND SPACE BETWEEN RAILS. PROVIDE CONTRASTING WARNING STRIPE MIN. 2", MA%1-FROM NOSE AT UPPER APPROACH AND AT BOTTOM TREAD (LYP LB ALL STAIRSA,VO AS REQUIRED BYCODE). 0 e 4 e ALLSTEEI SHALL BE'jOUCHED UP AT COMPLETION OFIOB. i W� �� � SPABNPM V��D E�S1-31 NOTE: SECURITY OPENING:, PINRE HINGE PINS TO BE WELDED PER RUB6NIFFBILCO (203) 9Mb053 SHEET NOTES 1 SCALE: NONE B E`3.23 SIM. OPP. CO (N) Tpp ROOFING MEMBRPNE SYSTEM\ (NI C2"MIN. HT.SR. 01 ENSGLPSS COVER HOPRO GUPROMIL AROUND ROOF \^ O/ RIGID ROOF INSUU1TIfON — — HATCH, 5EE5TAIR0ETAl1$! _ (SEE SPECS FOR'R'VALDEf — ^� g33S 0/STL DECKNG, INSTALLPER MFR'SSPEC3 B PREFAB, PRE PAINTED METAL (N) ROOF HATCH, SEE STAIR (N) TRIO ROOF MEMRANE SYSTEM I / I CAP DETAILS EL+31'L" O/OFMSGN85 LAVER BOARD INI. EL.+91'A'h T..IXISTING ARPPET O/RIGID ROOF INSU - —EXISTING PAM PRE-FAB, PRE -PAINED, O/EXISTNGROOFSHEATHING, GADC METAL CAP I I INSTALLPERMFR'SSPECS I (NISTLGUARORAIL Q 8 Q I IN) ROOF HATCH, SEE STAIR DETAILS _ N TPOROOFMEMRANESYSTEM O DENSGUSS COVER BOARD NI, I' O/ EXIST01 TIING ROOF SHEATHROOF ING, N I H 'F 1 \ / RN) DECKING, A INSTALL PER MEN'S SPECS CONNECCTION O0.EFERTO 1 1 REFER TO SIRUCL DWGS. _I H H UUSFINGCONC.TILT-UPWALL STRUCT. OWES BLOCKING FOR RAILING �:.'. (NI SET. DECKING /REINF CONC BEAM /CMU WALL ATTACHMENT CONNECTION-FRFERTO (E) ROOF FRAMING& O LN)FIRESTOPPING,TYP. STRUCT. OWES. ROOF SHEATHING BLOCKING FOR RAILING SEE SPECS IN) PERIMETER STL. FRAMING ATTACHMENT TOAROUND STRUCT. TOO ES., TYPICAL AROUND (N) PERIMETER STL. FRAMING TO S(RUCT.DWGS., TYPICAL OFHATCH,REFER TO MU TOSFRCTF.OWGS.,I YPICAL HU SHIP'S LADDER TO ROOF SEE STAIR DETAILS, INSTALL PER ., MFR'SSPE6 IN) SHIP'S LADDER TO ROOF SEE STAIR DETAILS, INSTALL PER - MFR'SSPE6 3.GAF ° P, (NI 8"CMU WALL, REFER PmJ N.n,e PUBLIC STORAGE TENANT IMPROVEMENT (N) 1-HOUR FIRE RASED IN) ffL RAILING (42" HF.) PARTITION. REFER TO STAIR DUMB 5/8" GYP. BD. BOTH SIDES 0/ (NI S IL RAILING, REFERTO 6^ STL. STUDS, REFER TO STAIR0ETA1L5 WALLTYPES IN) VERT. SET. PICKETS de 4" O.C. INI VERT. SIL PICKETS AN I zz(N)FLOOR W/SR. FRAMING, REFERTO SIRUCF. OWES. TYPICAL r° GUWALL/FLOOR ME,(N) FLOOR W/STL FOAMII (N) COMPOSITE FLOOR SLAB, CONNECTION -REFER TO p,o ea M4revs REFER TO STRUCT. DWGS. REFER TO STRUCT DWGS. ST0.UR. °WGS. TYPICAL (NI2nd F1A EL.a15'-2"F I, (N) 20d FLR EL.+15'-2"A L 1801 ADRIAN RD. FROMUUSRNGI4UEVFL -5 -.I- I- r : FROM EXISDN BURLINGAME, CA Un WALL/FLOOR ry (N)WALL/FLOOR \ �. (N) FIRESTOPPING, TYR. owner CANNEC00N-REFERTO CONNECTION - REFER TO G STRUCT. DWGS. STRUCT OWES. `� ° SEE SPECS Public Storage, Inc. — (N)STL. FRAMING/STUDS, 701 Western Avenue ILL REFER TO STRUCT. DWGS. Glendale, CA 91201 TYPICAL HIT REVISION DATE 9GnSUBMIE55& 06/22/2020 _ COYSUBMIIIAL EXISTING CONQ TLT-UPWALL �lrt PC Resubmitted 10/OS{202p (N)8"CMU WALL, REFER-- zJ (N)$TL STAIRS, REFER TO ° - z (NJ BUILT- UP STL STUD LINTEL, TO STRUCT. DWGS: ip - FABRICATOR'S APPROVED L c� Eo ° REFER TO STRUCT. DWGS. Z Addendum 10/12/2020 SHOP DWG$ —� REFERTO CONNECTIONS DWGS. FOR TYPICAL Q Addendum B llV30/202D STAIR CONNECTIONS (N)FI0.E40PPING,TYP. �2nd PC Rezubmltbl 11/C4/ID20 EL +7 '-0" LANDING FF EL a ]'-4" ABOVE - 48 VENEWFLR.FIN. (N)STL.STAIRS,REFERTO - -- --- --- --- - (N)SR. STAIRS, REFERTO hH FABRICATOR'S APPROVED "11 FABRICATOR'S APPROVED SHOP DWGS - SHOP DWGS. L REFER TO STRUCT. DWGS, FOR __ __ STAIR CONNECTIONSTO L - Y- BDNIYN REV/ FNr GMMFB�GoEED .� "d R r ] --- 6.10 6.10 ' —_ i FoST I "E00RW`°"` ENLARGED N 1ALEVEL - - - "I"LL"" STAIR SECTIONS " — a - EL O' _a '�— E%IXTING 1z1 LEVEL •' _.,.", EXI%nNG 15L LEVEL (E) FOUNDATION, REFER TO STRUCT. DWGS. PNJ NBC.: omwn W. FIN. DR (N) FOUNDATION, REFER TO (N) FOUNDATION, REFER TO ,) "I OieaM W. STRUCT. DWGS STRUCT. DWGS. L—f "":' vPPMJ No, J B 20458 aFm No. A6803 SCALE: ENLARGED STAIR #2 SECTION STRIE: 1/2"=1•-0• 2 ENLARGED STAIR #1 SECTION SCALE: 1/2"=ra^ > PIm AIm 202IF1TV -�� 11/4' DIAMETER PIPE, PAINTED NYP.) / 6 SIN. Afi.10 VERIFY W 11/4°DIAMETER - - PIPE, FAINTED UI P.) ANGLECLOSURE PLATE 14 P FILL GAP WTHCTOKING, \ ATTAiHMENT,tlERIFY NOT TOACH TO ANGLE WITH STRUCLa 1/2" SQUARE BAR PICKETS InP ) CONCRETE COMPOSITE -A a _ DECK, SEE STRUCT. MIN. - a - m<de DING'S. _m SOA4"SPHERE GNNOT PASSIHRU da 4" 1/2"I/l.UARE RAN )3 nP. - I PICNETS(TYP.) b SOTHATA4"SPHERE CAMIOT PASSTHRU V2" x V BOTTOM RAIL G PREFORMED METALTREAD AND RISER `STRUCTURE AS OCCURS, SEE a STRUCT. DWGS. UN) STRUCTURE, SEE EFFECT. I 1/:L"xV BCRI'OM PAIL- 1 = , ice\ Lip. 4 a - G 1". MAX. I o PREFORMEDMETAL �\ TREAD AND RIVER , \ MC12X 10.6AIR STRINGER, PAINED, STRU REFER TO STRUCT. DWG'S. SEE DETAIL I FOR ADDITIONAL INFORMATION I SEE DETAIL I FOR ADDITIONAL INFORMATION COVER PLATE @ 3" GAP SCALL3"=1-.0" 12 STAIR DETAIL TOP LANDING sCgLEIr•=r-o" $ STAIR; DETAIL INTERMEDIATE LANDING SCALE; 1"=r-0" q 5 T 11/4" DIAMETER PIPE, PAINTED (TYP ) A6.10 1/20 SQUARE BAN PICKETS (TYP.) STAIR SIDE VERIFY WALL TYPE WITH PLANS SOA4"SPHERE CANNOT PASS THROUGH 4 ll EMSEALEXPANSION 1OINTSHOWN - - 1/S X P BOTTOM RAIL I-MOULDGYP. EPDXYADHESIVE BD. TRIM B BOTH SIDES OF GAP PREFORMED METAL TREAD AND RISER, FARO APPUED &CURED \� FIELD PPLIED SILICON FACING BO SIDES SEAIA BAND TP TREND 12" AND C MEN BEAD 1/2 3x4 STl NGIE T. - WIDTH - COVEN, v. - �4 w m J Q TREADF tr 13 MC12M STRINGER, PAINTED, TR STRTAIR flEFERTO ST0.UCi.OWG'S. � ry VERIFY FEB. FIN. CONCRETEFLOURSLIB Q � 2 fs EL VARIES I _ NANO (E)ROOF LEVEL 4'-6^ -UP MIN. WIDTH PANEL, SEE STRUCNRALpiN PANEL, SEESTRU bWGi. B SEE DETAIL 2 FOR ADDITIONAL INFORMATION SEISMIC JOINT @ WALL uE3"=r.o° 11 NEW CANE DETECTION RAIL sCALE:l"=1Ir• 7 STAIR DETAIL @ BOTT. LANDING ALE1"=ro" 3 N NOTE: \ m STEEL GUARDRAIL TO BE DESIGNED IN ACCORDWITH BUYS. .� CODE(1607.8.1, TO R61STAUNEARLOAOOF501UPER LINEAR WOT IN ACCORDANCE WITH SECTION 4.5.1.1 OF m A.S.C.E.7AND RFSISTACONCENNNIED LDAD OF 200 LBS IN ACCORDANCEWNHSECHON4.5.1.IOFAS.CE.7. el 11/2" 05TEEL PIPE GUARDRAIL, PAINTED 11/2" DIAMETER PIPE, PAINTED(IYP.) pe �'•IAPEYRE"ALTERNATING A, in pie I/ 11/2"O.D.MAX. STEEL 1'z" PIPE HANDRAIL t� 3fi 11/2" O STEEL PIPE HANDRAIL, PAINTED. ye TREAD DEVICE. CARBON STEEL GUARDRAIL OMIT HANDRAIL ED TOP & BOTTOM S '6^ STAIR WITH SAFETYYELLOW = LANDING pieFINISH, USH RDEGREEWRHECKIN MOUNT PER AGA1N5r DECKING. INSTALL PER MANUF. ^ 10 3 INSTRUCTIONS 11/2"OSTEEL PIPE BALUSTERS AT,pR O.C. MAX., WELDED TO - STRINGER,TYP. STRINGER, - 1/2" SQUARE BAR PICKETS AT 4" D.0 -e 1/2" SQUARE BAR PICKETS W 4° O.C. MAX. PAINTTO MATCH HANDRAILS m '� MAX., PAINT TO MATCH HANORAILS(nP.) CAST HANDRAIL BRACKETS m (TYR) @ 35" O.Q-4TEKS FACH BRACKET be _ F - in --'A `T SOA4"SPHERE CANNOT PASS THRU 1/2'x V STEEL BOTTOM RAIL, PAINTED 1•' e TRfAQ CMU WALL SEE STRUCTURAL DRAWINGS SLIP RESISTANT STEEL CHECKER PLATE o �P \ 1/2" X 1- BOTTOM RAIL TREND \ ^� PREFORMED METAL TREAD AND RISER FINISH ATE. o � [ EL. i15' 2"� FLOOR 22 30° MAX. liplir nP, l/,2X. (N) end LEVEL SEE STRUCTURAL DWGS. FOR P"RMA 6 11/4" MAX. n CONNECTION DETAILS A6.10 \ 2{{// TYP 7 n� MC 12 X 10.65TAIR STRINGER, PAINTED, MC12X STRINGER, PAINTED; MA & o REFERTO STRUCT. DWG'S. STRUAIR REFER TO TRUR.oWG'S. B SEE DETAIL IFOR ADDITIONAL INFORMATON SEE OETwR "i FOR GDDITONAL INFORMATION SEE OEFpIL1 FORAODITIONALINFDRMPTON SHIP'S LADDER ELEVATIONS SCALE v2•=r-0•' 14 HANDRAIL CLEARANCE @ WALL SCALE 3"=r-0" 10 STAIR RAILING DETAIL C SCALE: 1"=1'0" V TYPICALSTAIR DETAIL s<AF:1"=v-o• 2 GENERAL NOTES . .. 11/4" 0 PIPE RAIL w/ WALL �" BRACKETS S•-0"O.C. THE ABSOLUTE DISTANCE FROM THE FINISH SURFACE TO THE EDGE OF THE STAIR HANDRAIL SHALL BE NO MORE \\ ECTI AND NO LESS THAN 1-1/2°. CBC SECTION SIB-505.5 DOWN `RETURN PIPE THE HANDRAIL EXTENSIONS SHALL BE 12° HORIZONALLY AT THE TOP MDFNG AND ONE TREAD WIDTH PLUS 12- RAHM WALL HORIZONTALLY AT THE BOTTOM LANDING. CBC SECTION 118-505AG2 & 505.10.3 HANDRAILS ARE REQUIRED ON BOTH SIDES. CBC SECTION 11B-505.2 11/2"O.D.MAK. STEEL 9 STUDWALL '/ 112" PIPE HANDMI. THE HEIGHT OF THE HANDRAILS SHALLBE AT 3,1 CBC SECTION II12-505.4 p6.10 ALL EXTERIOR STAIRS SHALL BE STRIPED WITH A T' WIDE MINIMUM CONTRASTING COLOR STRIPE, POSITIONED I" CMUWALL A6.]0 BACK, ON EVERY SINGLE TREAD. INTERIOR STAIRS REQUIRE THE SAME AT TOP AND BOTTOM TREADS ONLY.CBC SECTION 11B Mi 12" MIN THE SURFACE ADJACENT TO THE HANDRAR SHALL BE NON-ABRASIVE CBCSECTION 1IB-505.8 ii RETURN PIPE OPEN RISERSANE NOT PERMITTED. CBC SECTION 110-5W.3 CAST HANDRAIL BRACKETS _ 1" x x x x xxxxi'i OCC. f MPoL RAILTO WALL CHES)MINIMUM WIDTH. HANDRAILS MAY PN01ERpTOREVIE1/2"(INCHES)ON EACH SIDE. M14xLU2"CON[EAIED - '� 13 CBHALLBE&JOL SIDE. CBC 1011.2&1014.8 REVIEWED PLAN PROVIDE VISUAL CONTRAST ON TREAD - BUFiUNGgME 3LCC-D-eGA:<TMCiyi EACH CONNECIILSML.AT NOSINGS OR LEADING EDGES OF TRFRUG ONEIAFAfI WITHOUT NOSINGS AND LANDING EDGE, - 11"MIN. LENGTH 12" - TYPICAL 16 GA BACKING STUD, TREAD 11"MIN, xP sry Y. UNPUNCHED p it cnlwnC Q REVIEWEp by TREAD+12" _ _LATE STUD WALL TO INSIDE PORTION INMH aw - R FLOOR eE ELEVATION 6 SEE DETAIL 1 FOftpD01TIONAL INFORMATION STAIR NOSING VISUAL CONTRAST SCALE: i"=1'-0" 13 HANDRAIL CLEARANCE @ WALL vALE:3"=r-O" 9 STAIR DETAIL suLe r•=rn•' S GENERAL NOTESI q NONE y SCD RRe4 i � SHPBNMI VW(ILI " Na. C-2829B 3-3t-21 R� DE Wlf�IIIIIIIIIIIIIN Ip ed Nine, PIUBLIC STORAGE TENANT IMPROVEMENT Proles Mtll' 1801 ADRIAN RD. BURLINGAME, CA Public Storage, Inc 701 Western Avenue Glendale, CA 91201 NO. REVISION DATE 90%PROGRESS CITYSUBMITTAL & 06/22/2020 let PC Resubmlttal 10/05/2020 /A Addendum A 10/12/2020 B Addendum B 10/30/2020 2nd PC Resubmhdl IV04/2020 ' INGHMp 3' P', M Al sheet Name STAIR DETAILS J. My_ PS Drzwn by Irk nn gpecki tP vsPPmjea xe. 20458 Sbert No, A6pi Put Date 2020,I nr. 93/4" `STUD WALL SIMPSONSO k10x1-12"SCREWS T-0" O.C. St. DIA LAG FLEXIBLE BELLOWS W/METAL FLANGES, SET RANGES IN COMPATIBLESEALANT WATSON BROWN ACME EXPANSION JOINT SHOWN 2x8 CURB ter —CRICKET. AS OCCURS ROOF MEMBRANE. UP ROOF SHEATHING ELEVATOR SEISMIC JOINT@ROOF I SCALE:3•=1.0' (201 1 RATED C.M.U. WALL, REFER TO WALL TYPES EXPANDEDMETAL ENCLOSURE SMOKE DETECTOR HEATDETECTOR OL 1M DOOR, 1-1/2 HOUR RATED, SELF CLOSING, SELF LOCKING HOISRNAYNAII, A' C SIDE 0Rk SIDE -4 SPRINKLER YP .) �l PLAN RATED WALL,L, SHO SHOWN C.M.U. (TYP.) EXPANDEDMETAL `J ENCLOSURE HEAT DETECTOR HOISfWAY HALL, A71C OR ROOFSOE NOTES: SECTION 1. SIZE AND LOCATE EXPANDED METAL ENCLOSURE TO AVOID INTERFERENCE WITH `SCALE: ELEVATOR COMPONENTS LAI =TUDe ELEVATOR HEAT SENSOR I SCALE:u4"=D-0° SILL ASSEMBLY, GROUT AS NEEDED GROUTSTOP D ELEVATOR THRESHOLD I SCALE: NONE CONCRETE WALL Ccw MlggOgqlN LCW-MIRWOVEN FEE, i I�. GEOTETTU AGAINST AGAINST WALL WflAPFOONNGW FRILCCN-MIRLVE AYRAL IWIb ON HYDROSTATIC COONS ARGUES CCW-MIRACIAYGNMASTICOR �IIt CCw-MIRAQAY 'DETAIL IS INTENDED TO BE A GUIDE FOR WATERPROOFING INSTALLATION ONLY. 'DETAIL WED ON CARUSLE PRODUCT. CAN BE SUBSRNTED WHEN APPROVED EQUAL ELEVATOR PIT WATERP CONCRETE SLAB ClV-MIRADAY- NONWOVEN GEOTEMILESIDE UP R91:4,'L REINFORCING CCWMIRASMP ANGLESTRIPATALL WATEIbTOP OUTSIDE CORNERS G GUIDE SCALE NONE BURLINGAME MUNICIPAL CODE 17.04.085 SECTION 606.8.5. SHUNT TRIP PROHIBITED. WHERE ELEVATOR HOISIWAYS AND/OR ELEVATOR MACHINE ROOMS CONTAINING ELEVATOR CONTROL EQUIPMENT ARE LOCATED WITHIN BUILDINGS EQUIPPED WITH AUTOMATIC FIRE SPRINKLERS, THE FOLLOWING IS REQUIRED IN LIEU OF ASHUNT TRIP 1. THE ELEVATOR MACHINE ROOM SHALL BE CONSTRUCTED WITH THE MINIMUM FIRE RATING AS THE HOISNJAY. FOR NONRATED HOISTWAYS THE MINIMUM RATING SHALL BE ONE HOUR THROUGHOUT IN ACCORDANCE WITH SECTION 707 OF THE CAUFORNA BUILDING CODE FOR FIRE BARRIERS. 2. FIRE SPRINKLERS ATTHE TOP OF THE HOETWAY AND INSIDE THE ELEVATOR MACHINE ROOM SHALL NOT BE INSTALLED. 3. MEANSFORELEVATORSHUTDOWNSHALLNOTBEINSFALLED - LORD. 18H 44, (2013); ORD. 1932 4 4,1201(); ORD. 197444, (2020)) MUNICIPAL CODE ON SHUNT TRIP Ate rcrs T 4 ICI ' 6X6 HST COL, REFER TO STRUCT C T RO OF 00E Meant PROVIDE GUTTER A DowwsPDln-------- T�\ FIRE SPRINKLER &HEAT SENSOR, VERIFY OCCURANCE W/ FIRE C PROVIDE I -LAYER ROOF it IEMBRANE SPRINKLER DWI UNDER DOW SPOUT AS SAFEIYBEAWREFER SPWSH BLOCK, TURN UP " TO STRUCT. DI T 1DEOGILMSS OVERB + 9 0/RIGII INSULATION fl B 0 O/RIGID INSULATION LSE SPECSfO � � 20 VLAUE),0/LE)BECK / - 4"FE T.MIN. TRAILING P Y y �t> —•i-1� \I .. PA PAU OF IN) ELEVATOR PIT • WALL 1D' THK REINF. CONC., I- d a ••D REFER TO STRUCT. OWES.IN m 0 • N e L1 '- I I 2-e• IFI I ELEVATOR PIT @ 1st FLOOR SCALE: 3-=I'D" 8 A I 1-HR SAND WALL REFER TO PLAN PoRW LLNPE- IN) TO oLL6 Z. m� >aai M ORVA 1OVIDE � f CARIES TRAWLING CABLES ROVIOERCOM, m 2 L§ INTERCOM, KEYPADE KEY Affl MEM PLUS 1 SPARE PER 1 OTE: NY COST RELATED TO INSTALL F INTERCOM, KEYPADS CAMERAS IN E".. CARS SHAL BE NEW DIED IN SCOPE OF WORK. NIDT USED I SCALE: NONE MANUFACTURER: THYSSEN KRUPP I I (N)1-HR SPUD WALL, REFER ELEVATOR MODEL ENDURAB - L^ TO PLAN MR WALL TYPE RATED CAPACITY; 45W US RATED SPEED. 150 FT/ MAX. OPERATING SYSTEM: TAC32 TRAVEL: Lai - LANDING 2FLOORS c OPENING: 48"0x04"H REAR CAR INSIDE 5-8"WxT-91/2"0, CAB HEIGHT: 10'-0" NOMINAL " CEILING HEIGHT: 9'>" g SAFETY SCREEN, ON DOOR TYPE: TWO SPEED- - PERFORATED, PERFORATED POWER CHARACTERISTICS: 460 VOLTS, 3 PHASE, 60HE - OR WIRE; SHALLCONFORM HEAT LOAD IN MACHINE ROOM: 50,000 BTU/HR. W/THE CAUF. CODEOF SEISMIC REQUIREMENTS : PER LOCAL JURISDICTION _ _ gEGUlATIGN 3120.0 EIEVATORTYPE: HYDMUUC __ 0 REFER TO ELEVATOR CONC. - OPP. SPECIFICATIONS - -S+A PST FLOOR xe NOTES: 1. DEVIATIONS SHALL BE APPROVED BY CLIENT PRIOR TO SHOP DRAWING SUBMITTAL AND CHANGESTO DRAWINGS, t0'A"T.O. E 2 1 2. GENERAL CONHACUOR TO PROVIDE ELEVATOR SHOP DRAWINGS CON0.SLA8 MEETING THE ELEVATOR SPECIFICATION, INCLUDING HOISHVAY FIRSFFLOOR L T DIMENSIONS AS SHOWN (( $ FOOTINGIS), REFER A. ENCLOSURE RT DOORS &lAMB6 RATED SAME AS ELEVATORSHAPE S >x $ 2j F TO STREET. DWG'S. ENCLOSURE 4. ELEVATOR SHAFT LOSURE MUST COMPLY WITH - ODESEC. 713&EL VATORURION BUILDING CODE SEC. ELEVATORS CHAP.30 IN)TO FOOTIN. REFE0. S. LE C& ALL HOLE CORES WITH STRUCNMLENGINEER, PRIOR DW TO STRUR.OWG'i 1 PROVIDEWATERSTOPS TOCORICOORDINATE TOCORING. TOP &BOTi. 6. FOR ELEVATOR CAS CONTROL BUTTON AND LOCATION, REFER TO 6/120.04 41'D' A. MIN. 17 REFER - TO SPEEWATERPROOFING, TO SPECS. ELEVATOR SPECIFICATIONS scALE:NDNE 7 ENLARGED ELEVATOR #1 SECTION SCALE: 3OU-1-W COMMUNICATIONS: ATWO-WAY COMMUNICATION SYSTEM SHALL BE PROVIDED AT THE LANDING SERVING EACH ELEVATOR OR BANK OF ELEVATORS ON EACH ACCESSIBLE FLOOR THAT IS ONE OR MORE STORIES ABOVE OR BELOW THE LEVEL OF EXn DISCHARGE. 1-HR RATED 1-FIR RATED ENILI TYR. PROWN III L.Q ELEVATOR #1 ROOF PLAN I SCALEn/4'-1'-0" 3 GS EI AL 1-HR RATN VIS RATED I I _ g I n _\-ll - /EUEV 2 R 1-1 DOWNSPOUT architecture + engineering. 23 ORCHARD FOAL, SUITE 20a LAKE FOREST, CA 9,2639 H SVYAW Vlliu � '. W Ho. C-36388 3—JI—RI +"F of cailE� lmt Nam PIUBLIC STORAGE TENANT IMPROVEMENT VERIFY VIA n MEK. 'NNm Addres, 1801 ADRIAN RD. OL NOTE: BURLINGAME, CA TO EXTEN BE I-HRFROM RATED ANO TO EXTEND FROM LONG 51A3 PROJECT TO UNDERSIDE OF ROOF NORTH m"` C.1 C.4 Public Storage, Inc. 701 Western Avenue Glendale, CA 91201 ENLARGED ELEVATOR #12ND FLOOR PLAN ALE 1/4" NO, GURNEY 2'x7�\ n 90%PROGRFSSB 0 Irfla. �] WALLS TYP. 1A J V _ -- - ^ F 5 F RATED iv DOORS DOORS EMERGENCY'? WALLRATED r 'GURNEY IS, - - � CELL CELL 3 n mo§ _ IJ' LEV1 p m 16 AC. 5 61.Ofi SIGN A6.20 p JF - ? n @J L— a 12413 EiEVAT rrrA cEss EMR#1 1 lA suTEs rGIH a _ UT-104. — _ v PER.FIN=O'-0'S. PN RIFY WITIfJdFR. m0 - 1 ITERATED &. DOORS 4 - - ELEV 2 9 ' GEL eel 6-1 R I • 1 — NOTE J m8 1. WANSTO BE 1JIfl RATED AND TO E) 13 E%IENOc ROM CON0.3WR OWNSPOU— A].gl UNDERSIDE OF FLOOR OR ROOF ^O^„ — — IM. 1 COMMUNICAPONS A TWO-WAY COMMUNICATION SYSTEM SHALL BE PROVIDED AT THE LANDING SERVING EACH ELEVATOR OR BANK OF ELEVATORS ON EACH ACCESSIBLE FLOOR THAT IS ONE OR MORE STORIES ABOVE OR BELOW THE LEVEL OF EXIT DISCHARGE. REVISION DATE SM1eet Nam ENLARGED ELEVATOR PLANS I 9'-61 T' 3 4" DI PS Proj e HOWITIH . Fw.OU CLEAR S @ A7:01 avmby: VERIFY WITH MFR./// rnxkeOW N / 10'-2" OF P,oe4No. WITT COL I I WAWL 20458 TEXTEND EXTEN BE I-Hfl RATED AND TO EXTENDFROM CON0.31AB PROJECT TO UNDERSIDE OF ROOF NORTH 56,et Na. C.1 C4 C.7 A6020 FNLARGED ELEVATOR #1 1ST FLOOR PLAN scALE: v4'=1'-0" 1 Plot Da* 20201 1 I I J SLOPE ll DO VIDE GUITER 9t /6"PEER.1-0" OI PROVIDE I -LAYER ROOFMEMBRAN (T-6°xl'-6") UNDER DOWNSPOUFAS \ / SPIASH BLOCK, TURN FSAFE� , VERIFY \ 19 IN)TPO no MEMRPANESYSTEM, /FIR / Jy20 of DENSGIASS COVER BOARD, GY �������� J b ) 0/ RIG ID INSUTATON Ly 0/IEI DECK REFER110EB.AP 20 A6.20 / \ I1 _J L 1- T \ \\ RSTUDWA PLAN FORW / CFER L�TYPE / FIR / B SMOKE KING V \� I / S B2 NOTE: MANUK TO PROVIDE TRAVELING CABIFSFORINTERCOM, KEYPADSCAMERAPWS ISPARE PER CAB NOTE: 'ANY COSTREIATEOTO INSTPLLOFINTERCOM, KEYPADS&CAMERAS IN P�o„ 1 T - _EFINATOR - - STUD ANFOE. p STMIEPBV/g5 WAL4 REFER PE - 1.4 C COMMU CATIONS: I ATW0.W TCOMMUNUCATION SYSTEM SHALL BE PROVIDED RETIRE LANDING SERVING EACH ELEVATOR OR BANK OF ELEVAMNS ON EACH ACCESSIBLE FLOOR THAT ISONE EVMOPESTORIES ITTDISSARGE.OflBEE0VJ- THAT15 EIOR OREST RIESAB GE. L.Q K.3 K.7 i _ I - - a cf L turE 1 e9gi -,eeriII(J"'. 2)ORCHARD LOAD, SLID 11210 LAKE FOREST, CA 92630 I' T949.390.3970 F949.3BOIV]"' 5 zEP PfleM1 MENNEN I Afi.21 T � SHAB'MM VPKILI '° - P W/METALCAP, TYP. No. C-2exae 2 9� OF Ck� PROJECT NORTH ENLARGED ELEVATOR #2 ROOF PLAN I SCSI u4"=V4 3 K ; K 3 K.1 af` l Ili 3 I VIIAIE"A D — \t II; .. n otioRs E° p L n II'v > NONE mlMxam tz ulm - -VAC.PUBLIC STORAGE ---- ------ - IGN TENANT II II IMPROVEMENT ii II It - I STORAGE UNET It NOTE- WPLIS—TO E1-HR RATE°ANO Ili TO E%FENq FROM CONC.SLAB TO UNDERSIDE OF ROOF I II P,OAtAmress 1801 ADRIAN RD. 1 \�� PROJECT BURLINGAME, CA NORTH R Public Storage, Inc. ENLARGED ELEVATOR #2 2ND FLOOR PLAN 6 uE 1/4-1'-D• 2 701 Western Avenue Glendale, CA 91201 F -- ELEV. C4BS SHAL BE INCLUDED IN SCOPE DF j 1.4 1.8 1 K 1 K.3 KJ N0, REVISION DATE FETTLE Z WORK. V C"SUOGRE35& O6/22/[@0 EV - - - -0" CNYSURMITTAL x t£ , L:L \ / Da PCResubmiutal 1D/05/2DZO REAM, REFERTO -- C°MMU C4TION5: C'-01/4" 5'-133/0" STREET. DWG'S. PTWO-W Y MMUNICATIOM p Addendum A 30/12/2020 FOROCCURANCE SHALLBEOVIDEATTHEANDING ELEVATORS ON EACHA R 0 SSBANKOF B Addendum B 30/30/21R THAT LITOR -SVMORESTORE6 ABOVE OR 3X 9•-61/2" 3/4" 2ntl PC ResubmiUal 11/04/2020 \ FIRE/SMOKE BELOWT ELEVELOFIXIi DISCHARGE uuri. LRI I WAY j/ BLOCKING 1_ VFAIFYJV/MEP. I\ LNI1-Hq STUD WAIL, 1,4 - r = - f„ IWAYCOMMUNICATION \ REFER TO PLAN FOR R 5'-0" 6 1 -Z I \ / WALLTVPE O.C. SYSTEM &SIGNAGE - - _ 1 281 - (NII-HRSNDW LLREFER I m ~�• GID6 BE E TO PLAN FOR WA TYPE 3 G-I w'• �DTMEN 'Ce 3!"RRI IIS NP C2 5 am g£ m n 1 N Ili • G3 ��j. E a s A6.21 R� S _ .3 RMFO III G1 NOTE: a 1-Hfl LED r DOORS v REFER TO 7JA6.20 FOR \ I6 VAC EIEVATORSPECS. SAFELY SCREEN, ON m s PERPERF)M • G]A6 SIGN Ofl WIRE, SHALL CONFOR 1.1 -" "• • TL\ W/THECAUF CODE OF -- -- - T--'l ^ sheet Name REGUTAnON 3120.0 LIGHEOVE. LEC EENLARGED y 8 B2 PLANS I NOTE: ELEVAT flPn ACCESS _ 1""" E°l ®' "°°Eq®"� D`" ELEVATOR PLANS i1 EQUIPT. INSTALLP C'��� CEIUNG,TYP .. MFRYSPECS - EVIST.3rtIELEL T I O--1-HRCOVER NOTE: / STE. FURRING EMR-2 1. WAL6TO BE 1-HR HATED PNDTO • _ \ a W/5/R"TYPE'%' UU� B-2 EJFIENNFR°M CONE. SIABTO GYP. BO, - UNDER$$$$IDE OF FLOOR OR ROOF MhLr PS B3 2.SEE tl,ETAIL p9/A6.20 REGARDING onto Fm, Du — MUNICIPpALCODE ONSHUNTTRIP SM (NI FOOTINGISI, REFER �\llim"CIRRI TO STRUCT. DWG'S. I- �l Sv STOREFPONT, SEE SCHEDULE ILSP PmIza Nn ( QFOOTINGLS),REFE v a, PROVIDEWATERSTOPS 13 458 TO STRUCf.OWG 3. a Y TOP&BUTT. (EI PLT-UP EXLERIO0. WALLA].0 2DY.J0 PROTECT PROVIDE WATERPROOFING, IEIW°ODCOLUMN V11 LIGHFA6OVE NORTH sM1eet Na. 4 -0flEFER TO SPECS. A ------_ CANO ABOVE MIN. s I I '. B� L� ______.�� P"I A6521 ENLARGED ELEVATOR #2 SECTION I SCALE: 3/8•=1-0" 5 ENLARGED ELEVATOR #2 1ST FLOOR PLAN I SCALE: 1/4"=lM 1- Plm Date: 2020IF Be - 3-COAT CEM. PLPSfERO/ (E)CONCREE TILT -UP CMU BLUCTURALL, DOOR SCHEDULE CR CHANNEL @ 24" OTC. ABOVE VARIES OPENINGS 6'U"OR LARGER METAL IAIH O/WR00/ a d Q'm PANEL, REFER TO STRUI DWGS. SEE STRUCTURAL PLAITS : DOOR NO. TITLEWIDTH HEIGHT p00RttPE FRAME TYPE FIRE RATING HARDWARE FINISH HEAD IAMB YHRfSHOLD REMARKS SEEPLANPofl WALLTYPE 5/0"GYP. BOARD ON BOTH SIDES, SEE DEN16LAS55HEATHING, FINISH TO MATCH EXISTING �' d B o - - - SEALANT BACKER FOR] 4'STL SNOS-HEER TO SniUCL OWES. I y - _ LOBBYpl B LB-101.1 ELEV. LOBBY Yl 12-0" 8'-0" 51 PER MMUFN LB-1011 ,9/A7.01 9/A].OI SI 141/A7,11 81OB HL`ABLE MgFrcrc xueLE OIHGomR,-i MmGEHCYEGRESSBREnKAWAY 3 LAYERS 5/0" GYP. BOAROON BOTH �-SIDES@3HR 9' 0" EXIST, WALL •LOBBY-2 III GYP. BD. >> p" �- 2BAI 1BA7.01 FIRE BARRIER, SFEPLAN FOfl WALLITPE DRIPG Q = n- STEEL HEADER - REFER TO STRUCF. DRUGS, " LB-102.2LEV. LOBBY pl ]'-0" A LEL101.2 __ LOBBYpY PLUMBING 1 METAL STUDS, REFE0.TO5DLUCT.OWGS. '�� ° 5 }� -. - J-E%ITSIGN (SEE SPECS) EIIIENOR " 0-- .. INTERIOR pL-101 UNISIXTOIIET 3-0 T-0' F A PL-301 20/A].Ol 19/A]Ea - PROVIDEI-0"#-0"LOUWRMVEHTINOOOR • : p 19/A].M PROVIDE S-0k10LOWERED VEMIN BOOR SEALANT EACH SIDE PE-102 UNITE%TOILET 3�T-0" F PL-10$ !20/AID1 _. = - --. --' ._-�' r� _ PL-103 JAN. CL0.5ET 30 7`V' F a Pb109 120/A201 LEVI UxpERCUT BOOR 1" 518"GYP. Bp.50FFN :' x HOLLOW METAL DOOR THANES ' - ACCESS "Z• COVER l - c� - PRE-FORMEDBMKE METAL FLASHING, CALM. PAINED DRIP _ H00.0W MEAL GUARo 21/z" DOOR FRAME Lb1021 ELEV LOBBYy2 ! 12d 8'-0' S3 qN IA1021 16/A]01 15/A]-01 OJrA MgTcrcvelE511 NGOWR PERM UF'R � 14/A],M MEIIGIIICY EGRESSBR WAY LO102.2 ELEV. LOBBY #2 40' G A UP1OJ 120/A].01 19/A).01 - - - - W SOMAS a GROUT RAME IN THE AREA THE REQUIRED AUTOMAPCSUDING BOOR HEADER COPITINUALLT CHECKFPWM3 AND SQUARE AS WALL PROGRESSES. - 3-0. - 11/A].M 30/A].Ol UNDERCUT BOOB 1" MROO Ii2v SYSTEM, MONFER He �12 OAS It 7 F 0 9p MIN_ E- URGE 11 UNDERCUT p�M - - 1 DOOR, SEE SCHEDULE 1°Z• •w B m L _. _ ON SENSORS, PROVIDES WIRE m E-03 - ISER 103 I10/A]01I 11/A].01 UNDERCUT DOOR I' UidM 'END 91 ]-0' F A 60 MIN IUIPID4 I1]/A7 7/A]01 30/A].Ol UNDER DOOR 1^_. .. _. VARIES m= „ UARD_ _ S.� m DOOR, SEE-- I SCHEDULE 4-0'•- UR105 EMfl# T-0' F A 60 MIN. BE-105 Q :10/A]O1 SO/A]01 SO/A]01 UNDERCUT pOORi V'o YI p WALL EDGE BEYOND ]� VARIES 2" n STAKES01.1 to elw C, NI p O ® ^w oo Ow 13f FLR. STAIR EXTERIOR. 3� J'- F C STE-1011 w 12/A7Ol 11/q] Ol ID/A] Ol -- �C 90MIN. SII-3012 0 1.]/A7.01 13/A].01 10/A].Ol OpS CONDVITS WNHINSTAIfl TOWER I E%IF1110R ^ INTIXIOR o o w _ STAIR EXTERIOR F A SIE3013 2 13/A].O1 13/pZ01 30/ALIBI_ EXERIOR ,o to Q 1"FROM HINGE SIDE All 1"INSULgTO TEMPERED LASS 1"FROM I HINGESIDE• ST-1023 _ 1tt FUR. STAIR 30 ]•DU 0 ] O F A 60 MIN. SII-3012 oVi 0/A]Ol 19/A] '" - - ' ST Loa IR F A SE-1011 13/A]01 13/AT.Ol SO/A].OS SSTT303.2.- F A 90MIN, Z '0/A].01 19/A].Ol - �- 3-00 ST-3012 Nd F� ' 19/A).Dl10/q].Ol ppS [ONDUIl5 W1IHINgpIRIOWFR �O 2nd FUR. AIR INTERIOR FDP O ' 0/pzol, F A 60MIN. STI-101.z w a0/A]01 19/A].01 ELL ST-203 2ndFLR.STAITINTERIR 30 F A WMIN. aolz 0/A]O1JUJOG111 DOOR HEAD ATMEfALSTUD SCALE: 3"=1'-0" 20 SLIDING DOOR HEAD LOBBY#2 SCALE: 3"-1'-0'12 01 DOOR HEAD AT CMU IscaE:3"1'L' STORAGE 0 B � NA]Ol loll �iW ON CGWBON 0/A]01 HOUR /�- 01 5IR 3G 7-0" MI &1D12 1rt FLOOfl AA 9/A]py FIRE RATED W/HOIIYOPEN �2/LA ERSBOF S/B EACH SIDE@ 2 MR FIRE CARRIER, SEE PLAN FOR WALL l TA YPE _-5/8"GYP, BE. OVERHEAD CAW BLOCK WALL, REFER _ SOFFIT I I TO STRUCT. ONG'S - METAL ME -- 4"STEEL 4UDS,INE0.10R - '- -- SEALANT EACH SIDHOLLOW E REFERTOTUDS,ITERIO SEALANT IN ) BACKER ROD, EXTERIOR HOLLOW SEELSTUDS, MIN. 1/2" I I METALFRAMFI -� BDOOR-SEESCHEDUE BEFFA TO STRUCL DWGS. SHIM AS I SR-2011 2ntl FLOOR 3fi' T-0'X A J&IMIN. 20/A701 19/AZ91 JO/A]A1 3HOURFIRERAEp W....- PN eC4__ - -- IXISHNGCONC.TILTUP REQUIRED ORBU1LT-UPEVEWOR THRESHOLD DOOR-SEET SCHEDUE 20/pZpl 19/A].M 10/A].Ol 3HOUfl FIRE RAEOW H0180PEN SR-201.2 2nd FLOOR 36' ]'-0" % A JUDOMIN. /WALL(WHERE APPLES) PLATE(AT SIDELIGHTS ONLY) SEALANT&r SETINABED OF BACKER ROD SEALANT Q v to 4 e v Np THRESHOLD ^ - .,{ " F. �'' a e AT DOOR a DOOR ON _ - OPENING CCENTER ENTER L� °'. ., qLL ANCHORATJAMBS TYP)THREE - _ _ PERJAMBAT QUARTER METAL FBRICTILL WITH UP POINTS AS WALL IS LAID UP,IYP. POINTS AS ALL ATIONDURING DOOR NOTESINSUL: REFORTIONOURINGFABRICATION), REFER TO STRUR.OWGS STOREFRONT LOPERABLE PARTS SHALL BE PLACED WITHIN ONE OR MORE OF THE REACH RANGES SPECIFIED IN THE BUILDING CODE AREA CLEAR FLOOR OR GROUNDSPACE OF 30 INCHES BY" INCHES MINIMUM. WINDOWSYSEM, RCHEDUL WINDOW 1°INSULATED ODOR YG TEMPERED GLASS GROUT EFTHEONE ANCHORM E IN CONTINUALLY ANCH016-COMINUALLTCHECK PLUMB 20PEMBE PAWSSHALL OPERATED WITH THEFOREREQUIRED NACTVAEOPERABLE PARESHALLBE5P0UND$. SHALLNOTPROVIDOPERABLE PART NME SOUND ATTENUATION INSULATION SCHEDULE SEE SCHED WRIT IMPACT IA, AND 54UAREPS WALL PROGRESSES. HICLECNNSHAM NOT BE THATAN ACISTNGOFTHRGEOF5 EXCEPTION ELECTRIC VEXICE<ONNERORSSHALLNOTBE REQUIRED TO PROVIOEOPEPABIEPMT$THAT NAME AN ACTIVATING FOflEOFS PoUNDS. 2" DOOR WIDTH ROUGH STOREFRONT RESISTANCE �d SEE SCHEUULE BRING HEADER ABOVE INTEfl100. 2" DOOR WIDTH 3. MANUALLY OPERATED EDGE 0RSURFACE MOUNTED FLUSH BOLTS AND SURFACE BOLE ARE PROHIBITED. WHEN EXIT DOORS ARE USED IN PAIRS ANDAPPROVEO AUTOMATIC FLUSH BOLTS ARE USED, WE DOOR LEAF HAVING THEAUTOMATIC FLUSH SCHEDULE SEE SCHEDULE BOLTS SHALL HAVE NO DOOR KNOB OR SURFACE MOUNTED HARDWARE. THE UNLATCHING OF AM EAF SHALL NOT REQUIRE MORE THAN ONE OPERATION. EXTERIOR NOTE: LOBBY Y11551MIIAR E%QPT 0. THE USE OFTHE KEY OPERATED DEVICE 15 REVOCABE BTTHE BUILDING OFFICIAL FOR DUE CAUSE LONG, TELL UP WALL 15 THICKER (1'-01/2"THIRD@ 5. IN GROUPS, WE MAIN EXTERIOR DOOR OR DOORS ARE PERMITTED TO BE EQUIPPED WITH KEY OPERATED LOCKING DEVICES FROM THE EGRESS SIDE PROVIDED: SUDINGOOOR-NOSTL A. THE LOCKING DEVICE IS READILY DISTINGUISHABLE AS LOCKED STUCK AND GYP. ED. B. A READILY VISIBLE DURABLE SIGNS POSTED ON EGRESS SIDE ON OR ADJACENT TO THE REQUIRED EXIT DOOR WITH P' LETTERING STATING -THIS DOOR MUST REMAIN UNLOCKED DURING BUSINESS HOURS." MAIN EXIT ONLY. SURROUND REQUIRED. 6. CLOSET DOORS THAT LATCH IN THE CLOSED POSITION SHALL BE OPENABIE FROM THE HINGE OF THE CLOSET 7. DOOR MANDEB SHALL BE LEVER TYPE PUSH/PULL OR EQUIVALENT S. DOORS SHALL BE SIZED SUCH THAT THEY PROVIDE A CLEAR OPENING OF 32INCHES WITH THE DOOR IN THE 90 DEGREE OPEN POSITION DOORJAMB AT METAL STUD AE:3"=r.o" 19 SLIDING DOOR JAMB AT LOBBY #2 SCALE: A-1`0" 1$ DOOR JAMB AT CMU SCALE: Y' I.T. 11 1" FROM HINGESIDE I�i 9, THRESHOLDS SHALL BE NOT MORE THAN 1/21NCH HIGH BEVELED AT 2 HORIZONTAL TO I VERTICAL TO A VERTICAL MAXIMUM OF 3/4°INCH. 1"FROM HINGE SIDE 1"INSULAED TEMPERED GLASS DOOR, SEE SCHEDULE j EXTERIOR ZI' VARIES 111/2 INTERIOR 12'-0"DR PKG. WIDTH i2" ALUMINUM SIDELIGHT FRAME(BEYOND) SEE SCHEDULE, VARIES VERIFY MFR'S SPECS FOR R.O. AUTOMATIC SLIDING DOOR B DOOR, SEE SCHEDULE 9 I6 =E LOVER METAL DECK,STRUCTURAL METAL DECK, SEE STRUQURALPUNS A].O3 A7.01 INTERNATIONALSYMBOL OF INTERNATIONAL MAG ETIC M GNETIC ACCESSINUTY O�, ,x 1" INSULATED TEMPERED GLASS u� o g HOLD PEN Hp -0PEN RWIp1H pR WIDTH p0. WIDTH p7.01 OBBYpl LOBBYp2 o vwl 1 WITH IMPACT RESISTANCE iz DOOR SWEEP, REFER TO DOOR SIN. SEE SCHE SEE SON SEE SCHED LOBBY#1 a p to SCHEDULE 15 to Q•'� CLEAREMPEREp 1] \ B p / GLASS VISION PANEL / A7.04 I \ A7.01 - o / / rJ. / I,, POWER KEY SWITCH LOBBY#2 o"J METAL3TAIR LgN01NG BY5TAIR EXTERIOR INTERIOR ALUMINUMTHRESHOLDSETINABEDOF SFANM,TTP. t= i = 10TATED IN IAMO / / �T o / o � w�u ALIGN [i - DIAMOND PLATES - -0 EF MANUFACTURER t T i T i 4 o mxz 1 n TRUSOCCU85) .7i p S RQTAR KEY SWITCH B It 1 2� i Q2 BEVEL SHALL BE NO GREATER THAN 1:2 O V o IXw \ p w LOCATED IN LAMB g IRa p IR L WTI Lv'i Z DOOR KEYDEOOF NO THRESHOLD AT DOOR OPENING IERCIIT A - V - SEEMEC ^ i SEE MECH. A i \T / T T _ LOCATED IN IAMB - g _ \ . ANDSPECS mop 4 P THRESHOLD PLATE (AT SIDELIGHTS ONLY) 1 i CONCRETE SLAB OR URGING SET IN A BED OF SEALANT 2� •y`� TYPE'F' TYPE'G' TYPEW TVPE'S1' `IR=IMPaa R651 NET 2 14 U SINGLE FLUSH HALFGLA55 3-HOURMTED DOUBLEAIOINGALUM/GUSS W/ A]'01 CONCRETE STAB MAGNETIC HOLOOPEN BREAKAWAY DOORS SLOPE SLOPE ^ �'Z (SEE pEAIL#1] A].W FOR DETAILS) 1/z"PREFORMED EXPANSION JOINT 8'-0'AT IO'WIOE UNITS U.O.N. MANUAL SWING 3'"8" . . WITH SEALANT ` DOOR, AS OCCURS as n - ROLL -UP 3-0•• a - E%PANSIONJOINi MECNARFACE MANWLSWING WITH SFALgM WITH INTEfl10R FACE DOOR r ' DOOR, MANUAL - GALV.SEEL FRAME OPERATION '- - PAINTED PS"ORANGE" DOORTHRESHOLD AE:3"=r-0•' 18 SLIDING DOOR AT THRESHOLD suLL:3"=1•-0•' 14 DOOR THRESHOLD AT SLAB AE: 3"=r-0• 10 TIDING BOLTS 'Q FORPADLOCKq `q INTERIOR VARIES EXTERIOR BIG MITI F . a as SEE PLAN FOR WALL TYPE U2" PLYWOOD SHEATHING EXTERIOR INTERIOR (LED CONCRETE d 'IXl'-ONG" PANEL, REFER TILT -UP PANEL, REFER TO TRpC 4� SLIDING BOLT $ N g'< 'v - Z FOR PADLOCK 3 GATT INSULATION, SEE MUCH. DWGS. 4 a PANEL, &. REFERTO a - STRUCT. DWGS. STRULT. DWGS. 4 Q - - .: METALLATH of MMNG PAPER - SFANNT& 4 DS-REFERTO 4"REET. I3aaEmRag EXIT SIGN (SEE SPECS 1 TYPE'U2' TYPE'U3' TYPE'U4' ]/8"FMERIOq STUCCO, SEE PLAN FOR (AT HEADED STRULT.pWGS. D GULP - GUARD < a STL ROLL UP DOOR .STL. ROLL -UP DOOR STLROLL-UP WALLTYPE w/SELF TAPING BACKERRD 3/3"GYp Bp EUNITDOOR DOORTYPES WIDE UNITS TOM. SCREWS ASaEASTEN SCREWSAS4 $SEALANT a METALSNDS, REFER TO SOURCE. SET IN FULL BED OF STEEL HEADER -REFER ( C MASTIC TO STRUCNRgL J MOULD PLASTER STOP DINGS. � STfSTRUCTER-gfFER TO STRUCTURAL NOTE: PROVIDE ADDITIONAL NOTE: GENERAL NQTES: I' SEALANT o/BACKER ROD -- DUMB. METAL _ 1. ALL GULNGTONGTEMPERED AND SIZED IN ACCORDANCE WITH ALL FRAMING ON THE SLAM SIDE ALLSTORAGE UNIT D00R5 BE 3HFETMETALDRIP FLASHING@HEAOf0. SHIM AS GpLV., PAINED AS OF LOBBY DOORS SHALL BE GLOSSY PS ORANGE RELATING BUILDING CODES - CONOf110NONLY ..11�� �/4" ry.__ P REQUIRED 2 EXTERIOSFANUERFLUSHGDOM.LURO HOLLOW METALDOORSDOTO TATED (AT HEAP. BD.SOFfn (AT HEARER) / y1 I,i AHIM CSLIDINGED00R�HNG SYSTEM, REFER TO SPECS. ORS SHALL COMP 2" OOfl WID 2" 2' ODOR WIDTH 2" SCUINGpp0R55HALLCOMPLE W/ 3. STANLEBLE CODUMp (INCLUDE 21R 112" FAIL ICLOCK) STANLEYTO EE SCHEOU SEE SCHEDULE FOR SECURE \ - HOL OW METAL DOOR FRAME ESC EDLI COOT PERFORM FINAL CONNECTIONS CONTROL. PERFORM FINAL CONNECTION - HIM PPE -FOR DBRAI(E DIRECTIONAL MOTION SENSORS, NOT ELESST HM FRAME HM FRAME 4. THE SHALLNOTBELESIN N ED INCHES. FIIAME HOLLOW METAL DOOR FMME METAL RING GRO FRAME IC PROMDEWIREGUARD EACHEIGHTOSAFETY LOCCTIONS / / \ / S. E HAZARDOUSL - - /- �_ PROVIDE IFYIN SHALL BE IDENPFlED pYA MANUFACTURER'S DESIGNAPON SPECIFYING / / \ / SHALLB I IDENTIFIED BYA MAGINSTALLER'S DENIGRATION DOOR, SEE SCHEDULE JAM ANCHOR- INSTALL PER STRUCT. �p L ACCESS "' ' FRAMING ON THE SLAM �-' WHO APPLIED THE MIGRATION, WE MANUFACTURER OR INSTALLER ON 11�2 VARIES i2" DW S. COVE0. / �� SIOEOFLOBBVDOORES / \ w.S HARDWARE / - AND THE SAFETYGLAZING STANDARD. _ W LOCATION m� ww 0 1' 1°2 DO RSEE SCHEDULE BE B "' pY OV p� \ \ / \ NOTES: ii 2h VARIES WALLEDGEBEYOND Ow Ow zz o \ / \ 1. FORADAAPPLCAOMITOSTOMGE 30 O'^ i HARDWARE HARDWARE / \ UNITpOORS, REFERTO DETAIL G3.02 Ow C' O q \ \ LOCATION. LOCATION p w L FOR MAN DOOR ADA APPLICATION, NOTE : E%IE0.10R INTERI00. ^ OZ NOTE: REFER TO SHEET GO.02 PUSH FRAME BACK 3/P TO AUGN WHERE JAMB CONOITDN SIMIIM Ali i"FROM DOOR FRAME@1 TILTLPPANEL WHERE 1'FROM TYPE'A' TEl TYPE'C' 3. FOR TVPICALSTORAGE UNIT DOORS ]&18 HINGE 510E OCCURS HINGESIDE 1"INSUIpIED TI�MPEREO GLASS V ,'P,Q LL 0.EFER TPOIC AILS G4A1 NOTE: PROVIDE ADDITIONAL FRAMING 4. FOR DOOR MOUMING HEIGH6, 5 me TYPES ON SLAM SIDE OF LOBBY DOORS REFER TO DETAIL G1.04 DOOR HEAD/JAMB AT TEXT. STUCCO SCALE 3"=r-0" 1 DOOR HEAD/IAMB @ TILT -UP AE:3"=r-o" 13 SLIDING DOOR HEAD AT TILT -UP PANEL LOBBY#1 SCALE:3"=1-0" 9 DOOR, FRAME, AND LEGEND TYPES SEo BRe t N SXF9WJA VPKIL n No}j28]90 1 31 �9>E' OF G4.tg� Public St®rake Project NaI PUBLIC STORAGE TENANT IMPROVEMENT PmjMAtldress 1801 ADRIAN RD. BURLINGAME, CA 01 Public Storage, Inc. 701 Western Avenue Glendale, CA 91201 NO. REVISION DATE 9W6 PROGRESS& CITYSUBMITfAL 06/22/2020 LIF IrtPC Iesubmittal 10/05/2020 A Addendum A 10/12/2020 zot Addendum B M/30/2020 A2nd PC Resubmlltal 11/04/2020 UpA'AAItV EANGA e DAT S I Nm DOOR SCHEDULE, DOOR TYPES, & DETAILS Pwj. Mgr.: INsxn lm CheckedB SV KV Project No. 20458 sh"tNo A7e01 plot Goo 2020 LL W ROOM SCHEDULE ROOM NUMBER ROOM NAME FLOOR BASE WALLS CEILING UK WDW Z ui O 5. — l2 Q E O 28 O O REMARKS US101 ELEVATOR LOBBY FF-02 WB02 P-07 P-02 Pin PT7 C16-03 P-08 A07 42-0' HIGH DIAMOND PLATE WAINSCOT AT HR5T FLOOR: GYP. 80. FURRED ELEVATOR WALLS TO BE PAINTED. ATALLFLOORS: EXPOSED BLOCK WALLTO BE PAINTED STRIPING: A 6" COLOR STRIPE 155PECIFIED FOR ALL LOBBIES. THE STRIPING SHALL BE INSTALLED AT/ THE WAINSCOT LINE. LB-102 ELEVATOR LOBBY _ PL-101 UNISEX TOILET FE-02 WB 01 WE 01 WFOI WF-01 WR01 CLG-01 - P-07 UNDERCUT DOOR l" SEALER ON POLISHED CONIC. FLOOR PL-102 UIYISEXTOILET FF-02 WB-01 WF-01 WF-01 WF-01 WRUl CW-0I P-07 UNDERCUT DOOR I'; SEALER ON POLISHED CONC. FLOORI PL-103 IANITOR CLOSET FE-01 WB-02 WF-01 WF-01 W 01 WROl CLG-03 - P-07 UNDERCUT DOOR 1'.(3) COATS OF CLEAR CONCRETE SLATER UT-101 ELECTRICAL ROOM CLG-03 - TAPE& MUD ALL DRYWALL POINTS UT-102 DA.S. ROOM CLG-03 - - TAPE& MUD ALL DRYWALLIOINn OF-103 FIRE RISER ROOM CLG-03 TAPE& MUD ALL DRYWALL POINTS UT-1W ELEVATOR MACHINE ROOM Rl CLG-03 TAPE& MUD ALL DRYWALL POINTS UT ITS EL EVATOR MACHINE ROOM A2 - - - - - - CO-03 - TAPE& MUD ALL DRYWALL POINTS ST-101 SA431' let FLOOR CMU ON INTERIOR OF STAIRWELLTO BE UNFINISHED I ST-201 STAIR'1'2nd FLOOR CMU ON INTERIOR OF STAIRWELL TO BE UNFINISHED I ST-302 ST AIR'2' let FLOOR CONCRETE&GYPBO, ON INTERIOR OF STAIRWELL TO BE PAINTED Si-202 Sl'AIRO'2nd FLOOR CONCRETE & GYP.BO. ON INTERIOR OF STAIRWELL TO BE PAINTED ST-103 STAIR'S' Ist FLOOR CONCRETE &GYP.BO. ON INTERIOR OF STAIRWELL TO BE PAINTED ST-203 SIAIR 0'2nd FLOOR CONCRETE &GYP.BO. ON INTERIOR OF STAIRWELL TO BE PAINTED STORAGE AREA (All FLOORS) FF-Ol CLADS (3)COATS OF CLEAR CONCRETE SEALER IN HALLWAYS.(1) COAT INSIDE NEWST➢RAGE UNITS NOT USED sEALE NONE 16 — =HALLWA HALLWAY PANEL SYSTEM STRUC(c) (FIAT), REFER PANEL (FLAT), TOIRUR.OWG'S TO TRUCE FORD. L1/2'07 LONG STEFLSNO L SCRI2. SLOTTED WRIT, REFER STOMGE SCREW HOLES IN - _ TO $fRUR� UNIT' SACRIFICIAL / CLOSURE PLATE SAERIHEIAL CLOSURE R PLATE�sID (a) PAINT CONCRETE AND CMU WALERH and E) UP TO UNDERSIDE OF 2nd FLOOR ABOVE @) PAINT UNDERSIDE OF FLOOR FRAMING AND SHEATHING ABOVE PAINT UNDERSIDE OF ROOF FRAMING AND SHEATHING, BUT NOT UNDERSIDE OF 2nd and End FLOORS — W METAL D ESTOR D FRAMES: NOTE: 0. INTERIOR N FROM S. INTERIOR ONFRABE EOTO MAIRTH PARITE AA 11, EMIWALL UOSSS NO1E001HERWBE. BUILDING TCODE NOTES 0.OUNGG TO FINISHES A. AS SEEN FROM WITHIN THESTORAGF DOOM FINISH MATERIALS THE B. AS SEEN FROMOM RETAIL STROMSIDIOE OF 00KE BE PAINMEST08E PRINTED P-11, SEMIGL055. 2 GREEN NBUILDIN MOE.SPE PPPUED TOWALLATIONS PER TSHALL3.11 AND SECTION AREA. GREENBUILOINO CODE. SPECIFY THECLASSIFICATIONSDSECTION 803.1. C. ASSEEN FROM RESTROOM SIDE OF WORKED BE PAINTED P-0] PAIICATO1. PER BLE RAILINGS 3. MELALSTPIRS TO RECEIVE FINAL COATOFPAIMP-I1, PAINT RAILINGS P-11. FINISH SCHEDULE FINISH LEGEND: WALL FINISHES ITEM NO. FINISH DESCRIPTION COLOR NAME SPECIFICATIONS REMARKS P-01 EXTERIOR PAINT PRO 1W93,"TORNADO' 099100 �6 EXISFI`\ `PANEL, PROTECTG TILT UP PANEL. PROTECT IN PLACE P-02 WERIOR PAINT PPG 1D32-5,"STEEPLE GRAY" 099100 D03 EXTERIOR PART PUBLICSTORAGE ORANGE 099100 pin INTERIORPAINT PPG 1025-1,"COMMERCIALWHNP N91 C0 INTERIOR HOLLOW METAL D000.SAND IDE FROM WITHIN THE STORAGE AREA AND MMBT$ASSEEN INTERIOR HOLLOW MEigL D000.5&FRAMESTOILETSIDE LOBBY WALE P-09 INTERIOR PAW PPG 101",-STEEPING STONE" W91W OPENCEILINGS P-03 INIRRUOR PAIW PPG 1W9-0,'GRAY STONE' 0991W P-10 INTERIOR PAINT PPG 101-7,°MAGIC BLACK" 0991 GO STRUCTURAL BEAMS AND EXPOSED CEILING AT THE LOBBY P-11 INTERIOR PAINT PPG 10241,"OFF WHITE" 099100 OFFICE &BREAKROOM WALLS. INTERIOR HOLLOW METAL DOOM &FRAMES OFFICE &BREAKROOM SIDE WE 01 ERR WHITE PEBBLE 066600 STORAGE UNIT HALLWAY WALL TO (E) WALL xALe 3=1'-D• 15 WE 02 DIAMOND PLATE DIAMOND PLATE 055000 STREET 5HFAR PANEL / (REFERTOTRUCT.DWG'S.) STORAGE / OR STORAGE SEPARATION UNIT / PANEL TOMATCH FLUTE UR. PANEL, VERIFY FLUTE DIRECTION PROVIDE I/2" LONG FORM SLOTTED SCREW HOLES IN SACRIFICIAL CLOSURE PLATE STEELSTUD L WALL, REFER STORAGE SACRIFICIAL _ TOSIRURz UNIT CLOSURE // PLATE ^M# iP FINISH LEGEND: FLOOR ITEM NO. I FINISH DESCRIPTION FF-01 ARCHITERURALSEALEDCONCRETT 0333 GO FE-02 ARCHITECTURAL POLISHED CONCRETE 0333 GO FINISH LEGEND: BASE ITEM NO. FINISH DESCRIPTION WBOl VINYL 06513 WIS02 VINYL OR 6513 WB03 PINE 123530 FINISH LEGEND: CEILING ITEM NO. FINISH DESCRIPTION COLOR NAME CLOTT GYPSUM BOARD 0929GO CLG-02 ACOUSTIC CEILING TILE WHITE 095113 CLG03 1 EXPOSED TO DECK ABOVE �EMTINGTRauP PANEL, PROTECT IN PLACE STORAGE UNIT DEMISING WALL TO (E) WALL SUE:a=1'-0 14 WALL PANEL SYSTEM, REFER TO MANIER PROVIDE I/2"LONG HOWESLOTIEDSCREW HOIESINS FlN CLOSURE PLATE ��--- SACRIFICIAL 6ry6 CLOSURE PLATE w3 EXISTING TILT -UP PANEL, PROTECT IN PLACE STORAGE UNIT PANEL TO (E) WALL SCALE :3=1'-u" 13 (51 Project Name PUBLIC STORAGE TENANT IMPROVEMENT PmIett Addrm 1801 ADRIAN RD. BURLINGAME, CA Owner Public Storage, Inc. 701 Western Avenue Glendale, CA 91201 NO. REVISION DATE 90%PROGRESS & CITYSUBMITTAL 06/22/2020 AJAPOResubmiNal 10/05/2020 JWN 5AME BLCG DEPART ENT p' DBy Saw Name ROOM & FINISH SCHEDULES DETAILS PmL Me,: PS Brawn by: RED, DID aeGad yK Af REP Project No. 20458 sMel No AT04 Not B A. GENERAL 1. GENERAL CONTRACTORS SHAL VERIFY ALL GRADES, DIMENSIONS AND CONDITIONS AT ME JOB SITE WITH COMPLETE SET OF DRAWINGS PRIOR TO BIDDING AND COMMENCING CONSTRUCTION. ME ARCHITECT OR ENGINEER SHALL BE NOTBED OF. MY DISCREPANCIES OR INCONSIST'NCIES. 2, ALL MATERIALS AND WORK PERFORMED SHALL CONFORM TO THE LVEST REQUIREMENTS OF THE 2013 CALIFORNIA BUILDING CODE AND ANY OTHER APPLICABLE CODES AND ORDINANCES. 3. THE CONTRACT DRAWINGS AND SPECIFICATIONS REPRESENT THE FINISHED STRUCTURE AND DO NOT INDICATE THE METHOD OF CONSTRUCTION. MY STRUCTURE SHOWN ON THESE DRAWINGS IS STRUCTURALLY SOUND ONLY IN THE COMPLETEDFORM. GENERAL CONTRACTOR SHALL PROVIDE ALL MEASURES NECESSARY TO PROTECT THE STRUCTURE, WORKMAN AND OTHER PERSONS DURING CONSTRUCT ION. SUCH MEASURES SHALL INCLUDE, BUT NOT TO BE LIMITED TO, BRACING, SHORING FOR CONS -RUCTION EQUIPMENT AND SHORING FOR THE STRUCTURE, 4. IN NO CASE SHALL DIMENSIONS BE SCALED FROM DRAWINGS AND/OR DETAILS. ANY DISCREPANCIES FOUND WITHIN THE CONTRACT DOCUMENTS SHALT. BE BROUGHT TO THE ARCHITECTS ADD THE ENGINEERS ATTENTION FOR CLARIFICATION PRIOR TO PROCEEDING. ANY WORK INSTALLED PRIOR TO AND/Oft IRE CONFLCT WITH SUCH CLARIFICATION SHALL BE CORRECTED BY THE CONTRACTOR AT HIS EXPENSE AND AT NO ADDITIONAL COST TO THE OWNER. 5. WHERE A. DETAIL, SECTION OR A NOTE IS SHOWN FOR ONE CONDITION, IT SHALL APPLY FOR ALL LIKE OR SIMILAR CONDITIONS UNLESS NOTED OTHERWISE, 6. GENERAL CONTRACTOR TO NOTIFY ARCHITECT AND ENGINEER AS TO ANY DISCREPANCIES BETWEEN SPECIFICATIONS, GENERAL. NOTES STRUCTURAL PLAINS AND DETAILS, 7. ANY REHERENCES TO THE WORDS APPROVED, OR APPROVAL IN THESE DOCUMENTS SHALL BE HERE DEFINED TO MEAN GENERAL ACCEPTANCE OR REVIEW AND SHALL NOT RELIEVE THE CONTRACTOR AND/OR HIS SUBCONTRACTORS OF ANY LIABILITY IN FURNISHING THE REQUIRED MATERIALS OR LABOR SPECIFICATION. S. ALL MATERIALS SHALL BE FURNISHED AS SHOWN( HEREIN UNLESS ALTERNATES ARE APPROVED IN WRITING BY THE ARCHITECT, OWNER. AND STRUCTURAL ENGINEER OF THE RECORD. 9. CONNECTIONS OF ALL ITEMS SUPPORTED BY THE STRUCTURE PRE THE RESPONSIBILITY OF THE DISCIPLINES WHO MAKE THESE ATTACHMENTS. .REVIEW AND COORDINATE ALL THE REQUIREMENTS AND THE ARCAECIS PROJECT SPECIFICATIONS AS APPLICABLE. 10. THE STRUCTURAL DRAWINGS SHALL BE USED IN CONJUNCTION AND COORDINATION WITH ARCHITECTURAL, CME. MECHANICAL ELECTRICAL:, .PLUMBING AND FIRE SPRINKLER DRAWINGS. ME CONTRACTOR IS RESPONSIBLE FOR THE COORDINATION OF ALL WORK, INCLUDING THAT OF ALL SUBGRADES It. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO LOCATE ALL EXISTING UTRPIES WHETHER INDICATED ON CONTRACT DRAWINGS OR NOT, AND TO PROTECT THEM FROM DAMAGE. REPAIR AND REPLACE OF SAID WORK SHALL BE AT THE EXPENSE OF ME CONTRACTOR. 12, UNLESS NOTED, SUBMIT SHOP DRAWINGS FOR ALL FABRICATED MATERIALS. SHOP DRAWINGS WILL NOT BE RENEWED UNLESS, THEY ARE APPROVED AND ACCEPTED WITH A STAMP FROM. GENERAL CONTRACTOR AS CONFORMING TO ME CONSTRUCTION DOCUMENTS. 13. NBICUIONAJ_ EFFECTS OF MECHANICAL AND/OWANY OTHER EQUIPMENT HAVE NOT BEEN CONSIDERED) BY THE STRUCTURAL ENGINEER. 14, UNLESS 14CTED OTHERWISE, ELEVATIONS SHOWN ON ME DRAWINGS ARE TO TOP OF BEAMS AND FOUNDATION(. 15, ENGINEER SHALL PROVIDE CALCULATIONS FOR LOADING OF BUILDING ELEMENTS WITH (SPRINKLER PIPES LARCIER THAN 21/2 m. 16, GENERAL CDNTRACTOR AND ALL SUB-CONTRACTPRS SHALL TAKE PROVISIONS AND CARE TO PROVIDE AND MAINTAIN ADEQUATE GRAVITY AND LATERAL SUPPORT FOR ALL ADJACENT IMPROVEMENTS AND/OR STRUCTURES AT ALL TIMES DURING THE GRADING OPERATIONS AND CONSTRUCTION PHASE. 17. ADEQUATE' 'OSITIVE DRAINAGE AWAY FROM THE BUILDING STRUCTURES, PAVEMENTS SLOPES AND LANDSCAPE SHALL BE PROVIDED AT ALL TIMES THE DRAINAGE AND SLOPES SHALL BE DESIGNED BY OTHERS (CONSULTANTS EXPERIENCED IN THIS DISCIPLINE). LANDSCAPING SHOULD NOT IBE PLACED AGAINST THE BUILDING AND FOUNDATIONS, AND. SHOULD NOT BE ALLOWED TO RETARO,SURFACE DRAINAGE END AS TO PRESERVING PROPER SURFACE DRAINAGE FOR LIFE OF STRUCTURE. 18, SHOP DRAWINGS REQUIRE A MINIMUM OF FIVE WORKING DAYS FOR REVIEW FROM DA-E OF RECEIPT. SUBSTITURONS ARE NOT PERMITTED UNLESS WRITTEN APPROVAL AND NOTIFICATION FROM THE CLIENT HAS BEEN RECEIVED 48 HOURS PRIOR TO RECEPT OF SHOP DRAWINGS. 19. UNLESS NOTED, SUBMIT SHOP DRAWINGS FOR ALL FABRICATED MATERIALS. SHOP DRAWINGS WILL NOT BE REVIEWED UNLESS, THEY ARE REVIEWED. APPROVED AND ACCEPTED WITH A STAIRS FROM GENERAL CONTRAUOft AS CONFORMING TO THE CONSTRUCTION DOCUMENTS. a. REPORTS, CALCULATIONS, DELEGATED DESIGN WORK SUBMITTALS, ETC. AND WHERE OTHERWISE SPECIFIED SHALL BE SIGNED AND SEALED BY AN ENGINEER LICENSED WITH AN ACTIVE REGISTRATION IN THE STATE WHERE THE PROJECT IS LOCATED. ALL SHOP DRAWINGS FOR WORK INCLUDED IN THESE STRUCTURAL DRAWINGS SHALL BE RENEWED FOR CONFORMITY, STAMPED AND SUBMITTED BY THE CONTRACTOR FOR ARCHITECT AND/OR ENGINEER REVIEW. I BEFORE SUBMRTING SHOP DRAWINGS, ME CONTRACTOR SHALL VERIFY ALL DIMENSIONS. FIELD CONDITIONS, AND FIELD DIMENSIONS; COORDINATE THE WORK WITH THAT OF OTHER TRADES; AND ASSUME RESPONSIBILITY OF THE PROPER COORDINATION AND ED OF ALL PARTS OF ME WORK_ A. SHOP DRAWINGS SHALL BE PREPARED ON DRAWINGS SHEETS INDICATING THE PROJECT NAME, LOCATON, ADDRESS, AND ANY OTHER REQUIRED IDENTIFYING INFORMATION USING THE CONHACTOR'S OWN TIRE BLOCK. THE CONTRACTOR SHALL NOT REPRODUCE THE CONTRACT DOCUMENTS AND SUBMIT THESE SAME DOCUMENTS AS SHOP DRAWINGS. A. SHOP DRAWINGS SHALL DETAIL ALL CONDITIONS ACCORDING TO SPECIFIED STANDARDS AND THE SPECIFIC REQUIREMENTS OF THIS PROJECT AS INDICATED ON THE DRAWINGS. COMPONENTS THAT ARE TO BE DETAILED ON SHOP DRAWINGS AND THAT ARE DRAWN IN THESE DOCUMENTS ARE SHOWN DIAGRAMMATICALLY AND FOR INFORMATION PURPOSES. FINAL DETAILS. EXACT CONFIGURATIONS. AND POSITIONS AND ACCESSORIES SHALL BE COORDINATED WITH APPLICABLE SHOP DRAWINGS. e. ANY DEVIATION ON SHOP DRAWINGS FOR WHAT IS SHOWN ON STRUCTURAL DRAWINGS SHALL BE DELINEATED BY CLOUDING EACH DEVIATION AND CLEARLY NOTATING EACH DEVIATION. I. ARCHITECT AND/OR ENGINEER REVIEW OF THESE SHOP DRAWINGS SHALL BE FOR CONFORMANCE WITH DESIGN CONCEPT AND GENERAL COMPLIANCE WITH THE CONTRACT DOCUMENTS AND IS NOT INTENDED TO VERIFY THE ACCURACY OF THE APPROVAL DRAWINGS. g. REVIEW OF ADDITIONAL SHOP DRAWING SUBMITTALS WHEN OCCASIONED BY TWO IMPROPER OR INCOMPLETE SUBMITTALS WILL INCUR ADDITIONAL SERVICE CHARGES, h. SUBMITTALS WHICH THE ENGINEER DETERMINES ARE AT LEAST ILLEGIBLE; OR UNCOORDINATED; OR POORLY DOCUMENTED; OR LICKING INFORMATION; OR POORLY. REPRODUCED SHALL BE REJECTED AND NOT RETURNED. 1. COMPLETE SHOP DRAWINGS FOR CONSTRUCTION OF EACH BUILDING COMPONENT NOT DESIGNED BY THE DESIGN TEAM -OF -RECORD AND NOT SPECIFIED ON TIE PROJECT CONSTRUCTION DOCUMENTS SHALL BE SEALED AND SIGNED BY A PROFESSIONAL ENGINEER ACTIVELY REGISTERED IN THE STATE OF THE PROJECT AND SHALL BE AVAILABLE AT THE JOB SITE DURING THE TIMES OF OBSERVATION. B. DESIGN CRITERIA 1. CODE: 2019 CALIFORNIA BUILDING CODE 2. DEAD LOADS: ROOF = 12 EST FLOOR - 44 PSI 3. LIVE LOADS: ROOF = 20 RISE (REDUCIBLE) FLOORS - 125 PER (LIGHT STORAGE) LOBBIES, CORRIDORS = 100 PER STAIRS = 100 PER T 3 WIND LOADS A. BASIC WIND SPEED (3 SECOND GUST) = 91 mph 8. WIND EXPOSURE CATEGORY "C" C. RISK CATEGORY = II EARTHQUAKE DESIGN DATA A. SITE COORDINATES LATITUDE 37.5989 NORTH LONGITUDE 122.3785 WEST B. SEISMIC IMPORTANCE FACTOR, I - 1C C. SEISMIC RISK CATEGORY = II U MAPPED SPECTRAL RESPONSE ACCELERATIONS 'Ss = 2.1159, S1 = 0.8779 E. SITE CLASS CATEGORY = D F. SITE COEFFICIENTS Fa = TO Fv - 1.7 G. CUMULATED SPECTRAL RESPONSE COEFFICIENTS Sds = 1.41g, Sol = 0.994g H. SEISMIC DESIGN CATEGORY = E J. BASIC SEISMIC FORCE RESISTING SYSTEM: (N)BUILDING BEARING WALL SYSTEM WITH SPECIAL REINFORCED MASONRY SHEAR WALLS BEARING (E)BUILDING: WALL SYSTEM WITH LIGHT -FRAMED WALL SHEATED WITH STEEL STRATA PER WERE 7-15, TABLE 12.2-1 K, ANALYSIS PROCEDURE USED: EQUIVALENT LATERAL FORCE ANALYSIS & MODAL N. RESPONSE MODIFICATION FACTOR, R - O. SYSTEM OVERSTRENGTH FACTOR D = LL P. DEEGRON AMPLIFICATION FACTOR Cd = 0. REDUNDANCY FACTOR, p - SEISMIC FORCE RESISTING SYSTEMS (E)BUILDING METAL STUD WALL ASIDE 7-16/12.8.1.3) 5.0 6.5 2.5 3.0 3,5 4.0 TO 10 6. ORIGINAL CONSTRUCTION DRAWINGS BY 'AVANESSLAN ASSOCIATES". PROJECT No. "I", DATED 5.9.1989 SHEET LIST TABLE 6. ORIGINAL CONSTRUCTION DRAWINGS BY 'AVANESSLAN ASSOCIATES". PROJECT No. "I", DATED 5.9.1989 SHEET LIST TABLE SHEET NUMBER SHEET TITLE SLOT GENERAL NOTES 50.02 SPECIAL INSPECION NOTES Si Go FOUNDATION PLAN SLOT 1ST FLOOR FRAMING ZING FLOOR SUIN SIC2 SLID FLOOR FRAMING ROOF DECK FRAMING PLAN S1.03 ROOF PLAN S2.01 SECTIONS AND DETAILS S2.02 SECTIONS AND DETAILS DOM SECTIONS AND DETAILS S3.01 SECTIONS AND DETAILS S3.02 SECTIONS AND DETAILS S3.03 SECTIONS AND DETAILS S2i SECTIONS AND DETAILS S3.05 ELEVATORS SECTIONS AND DETAILS S3.Ofi SECTIONS AND DETAILS 53.07 I SECTIONS AND DETAILS 53.08 1 STAIR PLANS, SECTIONS AND DETAILS C. FOUNDATION L FOUNDATION DESIGN IS BASED ON GEOTECHNICAL REPORT BT "CLIFFS ENGINEERING ASSOCIATES. INC." 'ING PRESSURE 2000 PRE AT DEPTH OF 18 INCHES BELOW THE ADJACENT 1500 PSF AT GRID LINE BE" (ADJACENT TO EXISTING FOOTING) AT SAME DEPTH 5 AND COMMENCE WORK ONLY AFTER WRITTEN APPROVAL FROM THE ARCHTECT. 6. ALL FOUNDATION EXCAVATION, FILLING, BACK FILLING. AND BUILDING PADS, SHALL BE INSPECTED AND APPROVED BY THE SOILS ENGINEER. 7. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL SHORING NECESSARY TO SUPPORT CUT AND/OR FILL SECTIONS DURING EXCAVATION, AND FOR FORMING AND PLACEMENT OF CONCRETE 8, BACK FILL AGAINST WALLS SHALL BE PLACED EVENLY AGAINST BOTH SIDES OF WALLS UNTIL THE LOWER GRADE IS REACHED. 9. ALL RETAINING WALLS HAVE BEEN DESIGNED AS A FREE DRAINING CONDITION. DESIGN FOR THE DRAINAGE SYSTEM SHALL BE BY OTHERS AND SHALL MEET THE REQUIREMENTS OF THE SOILS REPORT. 10. FOUNDATION WALLS THAT RETAIN EARTH SHALL BE BRACED AGAINST BACKFILLING PRESSURES UNTIL FLOOR SLABS AT TOP AND B070M ARE IN PLACE, 1'. SEE SOILS REPORT FOR COMPACTED FILL REQUIRED UNDER ALL THE FOOTINGS. 12. IF ADVERSE WEATHER CONDITIONS OCCUR WHICH MAY DAMAGE THE SUBGFADE SOILS OR BASE SUPPORT FOR FOUNDATIONS, SLAB ON GRADE AND TRENCHING ADDITIONAL. ASSESSMENT AND VERIFICATION BY THE SOIL'S ENGINEER AS. TO THE SUITABILITY OF THE SUPPORTING SOIL SHOULD BE CONDUCTED. 13. ALL EXCAVATIONS SHALL BE MADE IN CONFORMANCE WITH THE REQUIREMENTS OF THE GEOTECHNICAL ENGINEERING REPORT, CAL -OSHA, AND OTHER PUBLIC AGENCIES HAVING JURISDICTION. 14. THE FINAL SHORING STRUCTURAL CALCULATIONS AND PLANS FOR MY AND ALL EXCAVATIONS SHOULD BE RENEWED BY THE GEOTECHNICAL FIRM .PRIOR TO INSTALLATION. 15. ALL RETAINING WALLS HAVE BEEN DESIGNED MIN ADSORPTION THAT THEP,E IS NO HYDROSTATIC PRESSURE BUILD UP BEHIND WALLS. THERE MUST BE PROTECTED FROM HYDROSTATIC PRESSURE BY A RELIABLE PERMANENT SUB DRAIN SYSTEM. DESIGN FOR THE DRAINAGE SYSTEM SHALL BE BY OTHERS (CONSULTANTS EXPERIENCED IN THIS DISCIPIJNE) AND SHALL MEET ME REQUIREMENTS OF THE SOIL'S REPORT. 16. ALL RETAINING WALLS SHALL BE WATERPROOFED TO MDCK E WATER AND NOISTURE INTRUSION AS NEED AND PROTECTED FROM HYDROSTATIC PRESSURE- THE DESIGN OF WATER PROOFING SYSTEM SHALL BE CONDUCTED BY CONSULTANTS EXPERIENCED IN THIS REED TO MEET THE RECOMMENDATIONS OF THE SOIL'S REPORT. 17. THE BACKFILL ZONE OF FREE DRAINING MATERIAL FOR ALL RETAINING WALLS SHALL CONFORM TO THE RECOMMENDATION OF THE SOIL'S REPORT. 16. VAPOR RETARDER SHALL MEET REQUIREMENTS OF THE SOICS REPORT AND INSTALLED IN ACCORDANCE WITH PROCEDURES STATED IN ASTM E 1643. D. CONCRETE 1. ALL CONCRETE MATERIALS, CONSTRUCTION AND WORKMANSHIP SHALL CONFORM TO THE LATEST EDITION OF THE ACE 318-14, AD 301. 2019 CALIFORNIA BUILDING CODE & PROJECT SPECIFICATIONS. ... CONCRETE MIXES SHALL BE DESIGNED BY A RECOGNIZED TESTING LABORATORY. USE OF FLYASH IS NOT ALLOWED FOR ANY CONCRETE. 3. CEMENT TYPE SHALL BE IN CONFORMANCE WITH TABLE BELOW AND ASTM C-150, WITH MAXIMUM 6R OF TRICALCIUM ALUMINATE (CA3AL). 4. AGGREGATES FOR NORMAL WEIGHT CONCRETE SHALL CONFORM TO ASTM 0:33 & FOR LIGHT WEIGHT CONCRETE TO C-33.1. 5. MAXIMUM SLUMP AT PLACEMENT SHALL BE 4 INCHES PLUS OR MINUS 1 INCH FOR ALL CONCRETE. 6. UNLESS NOTED THE MINIMUM COMPRESSIVE STRENGTH OF CONCRETE OF 28 DAYS SHALL BE AS DESIGNATED BELOW; SULFATE EXPOSURE CEMENT TYPE MAXIMUM WATER/ CEMENT RATIO MIN. CONCRETE STRENGTH Vc, PSI FOUND. STAB ON GRADE ELNATED STAB LOW II 0.50 3000 **4000* 4000'* MAXIMUM SIZE AGGREGATE 11/2' 11/- 3a- * MINIMUM MODULES OF RUPTURE 550 PSI. e* MAXIMUM WATER/CEMENT SAT10=O45 **" P02ZOIAN THAT HAS BEEN DETERMINED BY TEST OR SERVICE RECORD % IMPROVE SULFATE RESISTANCE WHEN USED IN CONCRETE CONTAINING TYPE V CEMENT. GENERAL CONTRACTOR SHALL PROVIDE MIX DESIGN TO ADDRESS THE SULFATE CHARACTERISTICS OF THE ON -SITE SOIL THE AGGREGATE BASE (PROVIDED BY THE CONTRACTOR) AND ALL SOILS, SUBBASE, AGGREGATE BASE, ETC. THAT WILL BE IN DIRECT CONTACT WITH THE CONCRETE. THE CONTRACTOR SHALL PROVIDE AN ANALYTICAL REPORT FROM A STATE CERTIFIED LABORATORY OF THE SULFATE CONTENT FOR ALL AGGREGATE BASE AND IMPORT SOILS PRIOR TO BEING DELIVERED TO THE PROJECT SITE AND INCLUDED IN THE BUILDING CONSTRUCTION. AGGREGATE BASE THAT IS IN DIRECT CONTACT WITH THE SIAB-ON-GRADE AND/OR FOUNDATIONS SHALL HAVE A SOLUBLE SULFATE CONTENT LESS THAN 150 PARTS PER MILLION (PPM). 7. CONCRETE CURING SHALL COMPLY WITH ACI 308. FOR FINISH SEE ARCHITECTURAL DRAWINGS. S. ALL REINFORCING BARS, WIRE MESH, ANCHOR BOLTS, HOLD DOWN ANCHORS AND OTHER CONCRETE INSERTS SHALL BE SECURED IN CORRECT PLACEMENT POSITION. AND APPROVED BY THE BUILDING INSPECTOR PRIOR TO PLACING CONCRETE. 9.. UNLESS NOTED, MAXIMUM SPACING OF FLOOR CONTROL JOINTS FOR INTERIOR SLAB -ON -GRADE SHALL BE 20'-0" IN EACH DIRECTION. AS SHOWN ON THE PUNS AND 30 TIMES SLAB THICKNESS FOR EXTERIOR SUB ON GRADE, SEE PUNS. NO DEVIATIONS FROM THE CONTROL JOINTS SHOWN ON THE PUNS ARE ALLOWED UNLESS APPROVED BY THE PROJECT ARCHITECT. THE CONTRACTOR MAY PUCE CONSTRUCTION JOINTS IN SITE AS NEEDED IN COMPLIANCE W/OWNER CRITERIA. 10. PIPES, DUCTS, CONDUITS, ETC. SHALL NOT BE PLACED IN SUBS. 11. REFER TO ARCHITECTURAL DRAWINGS FOR MOLDS, GROOVES. ACCESSORIES, LOCATION OF FLOOR, SUB DEPRESSIONS, SIDEWALKS AND EXTERIOR SUB. 12. A QUALIFIED GEOTECHNICAL ENGINEER SHALL CERTIFY THE PAD PRIOR TO SUB POUR. IF WEATHER CONDITIONS CHANGE. RE -CERTIFICATION IS REQUIRED- SUB WITH CRACKS WILL NOT BE ACCEPTED. SUB REPLACEMENT SHALL BE AT OPTION OF OWNER AT CONTRACTOR'S EXPENSE, E. WELDING 1. ALL WELDING SHALL CONFORM TO THE LATEST EQUAL! OF THE STRUCTURAL WELDING CODE ANSI/AWE DIA-10, D1.3-06, D1.4-11 AND D1.6-O9 2. ALL WELDING SHALL BE PERFORMED USING THE SHIELDED METAL ARC WELDING PROCESS (SMEW) WITH E70XX ELECTRODES OR THE SUBMERGED ARC WELDING PROCESS (SAW) WITH E70XX. LOW HYDROGEN ELECTRODES SHALL BE USED AND PARENT METALS SHALL BE PREHEATED. 3. ALL WELDING SHALL BE PERFORMED BY A CERTIFIED WELDER. ALL FIELD WELDING SHALL BE CONTINUOUSLY INSPECTED BY A REGISTERED DEPUTY INSPECTOR. ALL FIELD WELDING MUST BE INDICATED ON SHOP DRAWINGS. 4. ALL EXPOSED WELDED CONNECTIONS SHALL BE FILLED AND GROUND SMOOTH AND SUBJECT TO ARCHITECTS APPROVAL 5. ALL WELDS NOT SPECIFIED SHALL BE CONTINUOUS FILLET WELDS. SIZE OF WELDS SHALL BE BASED ON AISC STANDARDS FOR THICKER MATERIAL CONNECTED. 6. WELDER PERFORMANCE QUALIFICATION: WELDER'S SHALL FOLLOW THE PROJECT WELDING REQUIREMENTS. WELDS EXECUTED BY WELDERS WHO DO NOT SATISFY WELDER PERFORMANCE QUALIFICATIONS SHALL BE CONSIDERED RUECTABLE. a.WELDERS SHALL BE QUALIFIED FOR THE WORK THEY WILL BE DOING PER AWS D1.1, SECTION 4, PART C. I QUALIFICATIONS OF EACH WELDER MUST BE CERTIFIED BY THE CITY BUILDING DEPARTMENT OR AWS AND VERIFIED BY THE DEPUTY INSPECTOR. CERTIFICATIONS BY OTHER JURISDICTIONS ARE NOT AN ACCEPTABLE SUBSTITUTION. a WELDS MUSH BE QUALIFIED TO WELD IN ALL WELDING POSITIONS AND FOR THICKNESS THAT THEY WILL ENCOUNTER. IF A WELDER HAS NOT BEEN ENGAGED IN A GIVEN PROCESS FOR WHICH QUALIFIED FOR A PERIOD OF A SIX MONTHS OF, IF RE -QUALIFICATION IS REQUIRED BY THE DEPUTY INSPECTOR OR ENGINEER -OF -RECORD. THE WELDER MUST BE RE -QUALIFIED (SEE AWS D1.1 SECTIONS 4.1.3.1, 4.18A, 4.18T'AND T32). 7. EACH WPS SHALL BE ACCOMPANIED BY A COPY OF THE ELECTRODE MANUFACTURER'S TECHNICAL SPECIFICATION SHEET CONFIRMING THE DATA DESCRIBED IN THE WPS. S. A COPY OF THE APPROVED RIPS SHALL BE INCLUDED ON THE SHOP DRAWINGS PROVIDED FOR SHOP FABRICATION AND FIELD ERECTION, AND SHALL BE PROVIDED TO EACH WELDER EXECUTING THE WELDS DESCRIBED THEREIN. THE WPS SHALL BE REVISED WITH EACH WELDER PERFORMING THE WELD AND SHALL GOVERN THE EXECUTION OF THE WELD. EACH WELD SHOWN ON THE SHOP DRAWINGS SHALL BE REFERENCED TO A WPS. REPETUNE DETAILS MAY BE REFERENCED TO A TYPICAL DETAIL SHOWING THE REQUIRED WELDS AND APPROPRIATE WEI F. REINFORCING STEEL L ALL REINFORCING STEEL_ NO. 4 OR LARGER SHALL CONFORM TD THE REQUIREMENTS OF ASTM MIS, GRADE 60 AND NO. 3 OR SMALLER, SHALL CONFORM TO ASTM A615. GRADE 40 U.N.O.. ALL REINFORCING SHALL BEAR MILL STOCK IDENTIFIGATION. 2. CLEAR COVERAGE OF CONCRETE OVER OUTER REINFORCING BARS SHALL BE AS FOLLOW: A. CONCRETE CAST AGAINST EARTH_ _...... _3` B. CONCRETE ULT-UP PANELS CAST AGAINST CONC SIAB . ............... I- C. CAST -IN -PUCE WALLS: NO, 5 & SMALLER_ ............ _ . 11/"2 N0.6 Es LARGER _._______________2" 3. BARS SHALL BE CLEAN OF RUST, MUD, OIL. GREASE OR OTHER COATING MATERIAL LIKELY TO IMPAIR BONDING. T GRADE 60 REINFORCING BARS SHALL NOT BE BENT WITHOUT THE APPROVAL OF THE ENGINEER. 5, ALL REINFORCEMENT MUST BE CONTINUOUS EXCEPT AS DETAILED. ALL SPLICE AND UP LOCATIONS SHALL BE VERIFIED WITH THE ENGINEER. 6, ALL WELDED REINFORCING STEEL SHALL CONFORM TO ASTM ARCO, GRADE 60. REINFORCING STEEL WELDING SHALL CONFORM TO AWS WA. WELDING SHALL BE PERFORMED BY A CERTIFIED WELDER USING LOW HYDROGEN E70XX ELECTRODES. ALL FIELD WELDING SHALL BE CONTINUOUSLY INSPECTED BY A REGISTERED DEPUTY INSPECTOR. NO WELDING SHALL BE DONE AT THE BEND IN A BAR. 7. CONTRACTOR SHALL NOT PUCE ANY REINFORCING UNTIL SHOP DRAWINGS HAVE BEEN APPROVED. 8. WELDED WIRE MESH SHALL CONFORM TO ASTM A 185 .GRADE 65 FOR PLAIN WIRE AND ASTM A 497 GRADE 75 FOR DEFORMED BAR. G. STRUCTURAL STEEL ' 1. ALL MATERIALS AND WORKMANSHIP SHALL CONFORM TO THE LATEST EDITION OF AISC MANUAL ,' OF STEEL CONSTRUCTION AND SHALL BE DETAILED. FABRICATED AND ERECTED IN CONFORMANCE WITH THE AISC SPECIFICATIONS. LICENSED FABRICATOR IS REQUIRED FOR STRUCTURAL STEEL FABRICATION. 2. MATERIALS: * TUBE MEMBERS .................... ASTM MARC, GRADE 6 (F7-45 KSI) * PIPE COLUMNS._ .. ASTM A53, GRADE B * SHAPES COLUMNS & BEAMS _ ... _ ASTM A992 GRADE 50 * ANGLES. CHANNELS, PLATES & BARS...... ASTM ADD HIGH STRENGTH BOLTS ............... ASTM 325N OR A490 * ERECTION BOLTS _ ....... ........ _ ASTM A307, GRADE T' ' SEEM STUDS... .................. ASTM A108 & AW.S. GET (Fy 65KSD * HEAVY HEX HEADED ANCHOR BOLTS_ .... _ ASTM F1554, GRADE 36 * WASHERS_ ..................... _ ASTM F436 * NUTS__ ...... I.... ASTM AE63 * THREADED RODS .. .... ASTM A36 * HANGER RODS _..... ..... ASTM F1554, GRADE 36 3. STRUCTURAL STEEL FABRICATORS SHALL FURNISH SHOP DRAWINGS OF ALL STEEL FOR REVIEW OF STRUCTURAL ENGINEER PRIOR TO FABRICATION. I 4. STEEL FABRICATOR MUST BE REGISTERED AND BE APPROVED BY THE CITY DEPARTMENT OF . I BUILDING AND SAFETY FOR THE FABRICATION OF MEMBERS AND ASSEMBLIES ON THE PREMISES OF THE FABRICATOR'S SHOP. 5. EXCEPT WHERE ENCASED IN MASONRY, CONCRETE OR:SPRAYED ON FIRE PROOFING. ALL STEEL SHALL RECEIVE ONE SHOP COAT OF RUST INHIBITIVE PRIMER. 6. HOLES SHALL NOT BE PLACED IN STEEL MEMBERS UNLESS SPECIFICALLY DETAILED ON DRAWINGS. STEEL MEMBERS SHALL BE SHORED WHEN: PERMISSIBLE HOLES ARE CUT OR BURNED. BOLT HOLES SHALL CONFORM TO AISC SPECIFIGATICNj AND SHALL BE STANDARD HOLES UNLESS OTHERWISE NOTED. 7. ALL EXPOSED ENDS OF STEEL MEMBERS SHALL BE CAPPED WITH STEEL PLATE. 1/4" IN THICKNESS WITH GROUND SMOOTH WELD. S. GROUTING OF BASE PLATES SHALL BE WITH NON -SHRINK GROUT OR DRYPACKED WITH MINIMUM COMPRESSIVE STRENGTH AS SPECIFIED IN THE CONCRETE SECTION OF NOTES. ALL SURFACES SHALL BE CLEAN OF FOREIGN MATERIAL PRIOR TO GROUTING, 9. HIGH STRENGTH BOLTS SHALL CONFORM TO ASTM A395N OR A490, AND BE PROVIDED WITH HARDENED WASHERS CONFORMING TO ASTM F436. I 10, STRUCTURAL STEEL SHALL BE DELIVERED TO THE JOB SITE FREE OF RUST, MILL SCALE, GREASE, ETC. 11, THE ROLLED STEEL SECTIONS AND BOLTS MANUFACTURES OUTSIDE THE UNITED STATES WILL REQUIRE VERIFICATION. THAT THE PRODUCTS COMPLY( WITH APPLICABLE ASTM STANDARDS MILL CERTIFICATES WILL BE REQUIRED FOR ALL STEIELI STEEL GRADES OTHER THAN ASTM A36 WILL REQUIRE TESTING BY AN APPROVED LABORATORY( ALL FOREIGN BOLTS MUST BE APPROVED I BY CITY DEPARTMENT OF BUILDING AND SAFETY PRIOR TO THEIR USE. H. COLD -FORMED STEEL FRAMING I 1, ALL METAL FRAMING MEMBERS TO COMPLY WITH ASTM STANDARDS, SPECIFICATIONS, AND ICC ESR-3064P BY SSMA (STEEL STUD MANUFACTURERS ASSOCIATION). 2. ALL METAL FRAMING AND THEIR CONNECTIONS NOT SPECIFIED ON THE STRUCTURAL DRAWINGS SHALL BE AD DESIGNED W THE CONTRACTOR. 3- DESIGN SHALL BE IN ACCORDANCE WITH ALL APPLICABLE CODES. INCLUDING: CDC 2019. IBC 2018. AISC, ANSI AND AWS. 4 LATERAL LOAD CRITERIA - SEE SECTION Ban 5. DESIGN SHALL ALLOW FOR LATERAL DEFLECTIONS DUE TO SEISMIC FORCES PER CDC 2019 AND ASCE 7-16. 6. CONTRACTOR SHALL COORDINATE THE CONNECTION OF WINDOW AND DOOR SYSTEMS AND OTHER ARCHITECTURAL ITEMS TO METAL FRAMING MEMBERS. 7. CONTRACTOR SHALL SUBMIT SHOP DRAWINGS AND CALCULTIONS SIGNED BY A REGISTERED CIVIL OR STRUCTURAL ENGINEER FOR REVIEW AND APPROVAL BY THE BUILDING OFFICIAL AND THE ARCHITECT. B. SIZES OF METAL FRAMING SHALL COMPLY WRH THE STRUCTURAL AND ARCHTECNRAL DRAWINGS. 9- EXTERIOR METAL FRAMING AND MEMBERS IN CONTACT WITH CONCRETE AND/OR MASONRY SHALL HAVE A G60 .GALVANIZED COATING PER ASTM A1003-08. ALL OTHER METAL FRAMING SHALL HAVE G40 MINIMUM OR EQUIVALENT COATING. 10. METAL FRAMING CALLED OUT ON THE STRUCTURAL DRAWINGS BY SIZE AND GAUGE SHALL BE FURNISHED BY SSMA (METAL STUB MANUFACTURERS ASSOCIATION). 11. ALL STUDS AND TRACK MATERIAL TO COMPLY WITH ASTM A653 SS GRADE 33 OR ASTM A1011 SS GRADE 33 FOR THICKNESS 18GA AND LIGHTER AND ASTM A653 SS GRADE 50 CLASS 1 OR 3 OR ASTM A1011 SS GRACE 50 FOR THICKNESS IMA AND HEAVIER. 12. FASTENERS FOR CONNECTING METAL FRAMING MEMBERS TO COMPLY WITH GOLD C1513-04 AND SHALL BE µ12-242%" HAD #4 PAN HEAD SELF DRILLING AND TAPPING SHEET METAL SCREWS UN.O. ON THE STRUCTURAL DRAWINGS. 13, METAL STUDS SHOULD BE PLACED TIGHT AND CONNECTED TO TOP AND BOTTOM TRACKS WITHOUT ANY GAP. ANY DEVIATION SHOULD BE REPORTED TO E.O.R. PRIOR TO POURING CONCRETE. I. METAL DECK (ROOF) DECK SHALL BE GALVANIZED OR PAINTED WIDE RIB TYPE "HSB' DECK BY "VERCO" (IAPMO ES-0217) AND SHALL SPAN OVER THREE OR MORE SUPPORTS, THE STEEL DECK IS REQUIRED TO ACT AS A DIAPHRAGM. REFER TO THE DIAPHRAGM CONNECTION DIAGRAM AND SCHEDULE FOR ATTACHMENT PATTERN OPTIONS. PROVIDE 2 LAYERS OF DECK WHERE SINGLE SPAN CONDITION EXISTS. MAKE DIAPHRAGM CONNECTIONS AFTER PLACEMENT OF BOTH LAYERS OF DECK. J.MASONRY 1. CONCRETE MASONRY UNITS�HOLLOW UNITS) SHALL BE MEDIUM WEIGHT, (MAXIMUM DENSITY 115 PC CONFORMING TO ASTM C90. MINIMUM ULTIMATE STRENGTH OF BLOCK SHALL BE 1900 PSI. SEE ARCHITECTURAL FOR TYPE, PATTERN AND JOINT DETAILS- ALL UNITS BELOW ROUGH GRADE OR IN CONTACT WITH SOIL SHALL BE NORMAL WEIGHT 2. GROUT SHALL BE COVERED GROUT (PEA GRAVEL) WITH COMPRESSIVE STRENGTH OF BOND PSI AT 28 D1Y5 MAXIMUM DENSITY SHALL BE 140 FOR. GROUT WHEN 11/2 HOURS FROM INTRODUCING WATER INTO THE MIXTURE. ANY ADMIXTURES CONTAINING CHLORIDES SHALL NOT BE USED IN MORTAR OR IN GROUT. GROUT SHALL BE IN COMPLIANCE WITH ASIA C476-10. 3. MORTAR SHALL BE 20M PSI IN 28 DAYS. TYPE "S" AND CONFORMING TO ASTM C270. 4. MINIMUM SPECIFIED STRENGTH OF THE MASONRY ASSEMBLAGE "Fm" SHALL BE 2000 PSI. 5. IAY MASONRY IN RUNNING BOND, 6. GROUTING PROCEDURE FOR LIFTS EXCEEDING FOUR FEET: PROVIDE CLEAN OUT OPENINGS AT THE B070M OF THE UFT IN EVERY CELL TO BE FILLED LIFT NOT TO EXCEED 5-4". T ALL CELLS SHALL BE GROUTED SOLID. HOLD TOP OF EACH GROUT 2" DOWN BELOW TOP OF BLOCK. R CONTINUOUS INSPECTION OF WORK INVOLVING MASONRY IS REQUIRED, UNLESS NOTED OTHERWISE. 9. PROVIDE OPEN END BLOCKS FOR CONTINUOUS VERTICAL BARB 10. CONTRACTOR SHALL ADEQUATELY BRACE ALL MASONRY WALLS DURING ERECTION AND NOT REMOVE THESE MEANS UNTIL DESIGN LATERAL SUPPORT IS ADEQUATELY IN PUCE 11. PROVIDE 2-#5 VERTICAL BARS AND ALL ENDS, CORNERS, JAMBS AND INTERSECTIONS OF ALL MASONRY WALLS UNLESS NOTED OTHERWISE HORIZONTAL BEAMS, BOND BEAMS AND REINFORCING SHALL BE DISCONTINUOUS AT CONTROL JOINTS 12, PROVIDE MASONRY PRISM TESTING IN ACCORDANCE WITH CBC STANDARDS. 13. CONCRETE MASONRY UNITS SHALL NOT BE WETTED UNLESS SPECIFICALLY APPROVED. 14. UNLESS NOTED. VERTICAL AND HORIZONTAL REINFORCING. TIES AND EMBEDDED ITEMS SHALL BE IN PLACE PRIOR TO GROUTING. UNLESS NOTED, VERTICAL AND HORIZONTAL REINFORCING PAP SPLICE SHALL BE 48 BAR DIAMETERS, BUT NOT LESS THAN 12" USE POSITIONERS TO HOLD VERTICAL REINFORCING IN PUCE. SPACING OF POSITIONERS SHALL NOT EXCEED 200 BAR DIAMETERS NOR 10 FEET LOCATE S" MAX. ABOVE TOP OF GROUT LEFT, TYPICALLY K. COMPOSITE FLOOR (METAL DECK W/CONCRETE) L THE FLOOR DECK AND CLOSURE SHALL BE FORMED FROM STEEL SHEETS CONFORMING TO ASTM A-653-SS. ALL FLOOR DECK SHALL SPAN OVER THREE OR MORE SORROWS. STEEL DECK SHALL BE 18 GAUGE GALVANIZED NERCO", TYPE 112 FORMIOCK' PER MIN) ES-OI1 ]. THE MAXIMUM CONTINUOUS CLEAR SPAN FOR W2x18 GAGUE FORMLOK DECK SHALL BE UMBER TO 10'-4b.C, 2- ALL FLOOR DECK SHALL RECEIVE 2)Y2" OF LIGHT WEIGHT CONCRETE N 1 0 PCP) AT THE TOP OF THE DECK CORRUGATION. THE CONCRETE SHALL. BE REINFORCED WITH 4X4-W20XW2G W.W.F AT 3/4' FROM ME MR OF THE SLAB- TOTAL FLOOR THICKNESS TO BE SETS'. NO DUCTS OR EPECTRICAL CONDUITS SHALL. BE EMBEDDED IN THE SIFB. CONCRETE SHALL BE Yc-4WD PSI. COWINWUS INSPECTION BY A REGISTERED DEPUTY BUILDING INSPECTOR 6 REQUIRED DURING THE MIXING AND PLACEMENT OF ME CONCRETE. 3. COMPOSITE FLOOR CONSTRUCTION SHALL BE MONITORED BY TRANSIT UEVQU /LASER AND OTHER DEVICES DURING PIACBAENE OF ME CONCRETE IN ORDER TO MAINTAIN A LEVEL OF COMPOSITE SV,B. 4. EDGE OF PERIMETER CLOSURE SHALL BE HELD WITHIN 3 %," OF DIMENSIONS REQUIRED ON ME ARCHITECTURAL DRAWINGS WNHRM ME LOCATION OF ME BEAM MID COLUMN CENTER LINES FROM HXEO REFERENCE EDGE LMES. 5. WHERE DECKING IS OVER MAXIMUM AUAWABLE SPAN OR WHERE CONCRETE FILL IS OVER 44t' THICK, SHORE DECK AT MIRO POEM OF ONE END TO LOWER FUNGES OF STEEL BEAMS. C POUR JOINTS ACROSS ME DECK SHALL BE PLACED TWO-THIRDS OF THE BAY SPAN IN THE DIRECTION OF ME POUR. POUR JOINTS PARALLEL TO DECK SHALL BE PUCED 3'-0' #FROM THE GIRDER ONE. 7. ADMIXFORES CONTAINING CALCIUM CHLORIDE OR OTHER CORROSIVE MATERIALS SHALL NOT BE USED IN ME CONCRETE MIX FOR THE SLAB. 8. PRIOR TO THE PLACEMENT OF ME CONCRETE, THE STEEL DECK UNOS SHALL BE CLEANED OF OIL, GREASE AND OTHER MATERIALS WHICH MAY ADVERSELY AFFECT THE BONDING OF THE CONCRETE TO THE DECK, 9. FIBER MESH MAY BE ADDED TO CONCRETE IN ADDITION TO W.W.F. FOR CRACK CONTROL AT THE DECK. USE 'ICC AND LOCAL JURCIDICRON APPROVED MATERIALS AND SUBMIT MATERIAL FOR REVIEW. 10. THE DECK SHALL NOT BE LOADED UNTIL THE CONCRETE HAS GAINED A STRENGTH OF 30DO PSI MINIMUM. 11. WHERE REQUIRED HEADED STUDS SHALL BE SPACED EVENLY OVER BEAM LENGTH STARTING 12" FROM EACH SUPPORT. PROVIDE ADDITIONAL STUDS AT ENDS TO MEET NUMBER REQUIRED IN SCHEDULE. L M. WOOD FRAMING 1. ALL CONFORM TO THE GRADES AS SET BY THE W.GLLB. OR W.W.P.A. LATEST Ll 2019 CALIF RNI BUILDING CODE AND NATIONAL DESIGN SPECIFICATION (N.D.S.) ALL LUMBER C 1 STAMP OF AN APPROVED TESTING AGENCY, EXCEPT EXPOSED LUMBER AT SHALL VISIBLE AREAS. 2. UNLESS NOTED OTHERWISE, FRAMING LUMBER SHALL BE DOUGLAS FIR -LARCH. 2.1 STUDS 2" THICK, 4" WIDE (MAX. 8'-1" HT).......... I... STUD GRADE 2" THICK, 4" WIDE AND LARGER .................... NO.1 2.2 NAILERS _ .......... I ..... , . I ............. . NO, 2 2.3 SUBPURLINS, BEAMS, STRINGERS 4" AND THICKER, 1 6" AND WIDER_ ................... ........_NO. 1 2.4 POSTS AND COLUMNS 4x4 AND LARGER _ . .......... _ NO, 1 2.5 STRUCTURAL JOISTS AND PIANKS 2" TO 4" THICK, 6" AND WIDER_ ...... .......................... NO. 1 2.6 TYPICALLY ALL OTHER LUMBER UNLESS NOTED I OTHERWISE SHALL BE .... _.__ . N0. 1 (GREATER OR BETTER) S' PLYWOOD SHEATHING SHALL MEET THE REQUIREMENTS OF THE UnTEST EDITION OF U.S. PRODUCT STANDARDS PS 1-95. STRUCTURAL USE PANELS SHALL CONFORM TO NER-108 (APA-PRP-108). EACH PANEL SHALL BE IDENTIFIED WITH THE APPROPRIATE A.P.A. GRADE STAMP. 4. ROOF SHEATHINGS SHALL BE FIVE PLY WITH THICKNESS AND PANEL INDEX AS INDICATED ON DRAWINGS. STAGGER SHEETS PER PLAN. ROOF NAILING SHALL ,BE PER SCHEDULE ON DRAWINGS, OR AS INDICATED ON NOTES. INSTALL SHEETS WITH FACE GRAIN ACROSS SUPPORTS EXCEPT WHERE NOTED OTHERWISE. 5. ROOF AND FLOOR SHEATHING, AND SHEAR WALL PANELS NAILING -AND INSTILLA110N SHALL BE INSPECTED AND APPROVED BY THE BUILDING DEPARTMENT PRIOR TO COVERING. 6. STRUCTURAL MEMBERS SHALL NOT BE CUT FOR PIPES, CONDUIT; ETC. UNLESS SPECIFICALLY DETAILED ON DRAWINGS. FOR NAILING SCHEDULE COMPLY WITH 2O19 CALIFORNIA BUILDING CODE TABLE 2304.10.1 8. ALL NAILS SHALL BE COMMON NAILS IN COMPLIANCE WITH FEDERN_ SPECIFICATIONS FF-N-105B SINKERS SHALL NOT BE ALLOWED UNLESS APPROVED BY THE ENGINEER. ALL NAILS EXPOSED TO WEATHER, HEAT AND/OR MOISTURE SHALL BE GALVANIZED. £I. ALL WOOD IN CONTACT WITH THE GROUND, MASONRY, OR CONCRE'E WITHIN 48 INCHES OF THE GROUND SHALL BE PRESSURE TREATED. 1O. ALL FRAMING HARDWARE SHALL BE MANUFACTURED BY "SIMPSON STRONG TIE" COMPANY, NC.. OR APPROVED EQUAL WITH VALID & CURRENT I.C.B.O. & UARR REPORT ALL CONNECTIONS SHALL BE APPLIED IN ACCORDANCE WITH THE MANUFACTURERS RECOMMENDATION AND SPECIFICATION TO DEVELOP THE MAXIMUM CAPACITY. 11, LAG SCREWS SHALL CONFORM TO A.N.S.I; HAS. 12. BOLTS SHALL CONFORM TO ASTM A307. ALL BOLTS THROUGH WOOD SHALL HAVE STANDARD WASHERS. BOLT HOLES SHALL BE BORED 1/32" TO 11/16" LARGER THAN THE BOLT DIAMETER UNLESS NOTED OTHERWISE. ALL BOLTS SHALL BE TIGHTENED PRIOR TO BEING COVERED- 13, SILL PLATES SHALL BE BOLTED TO. FOUNDATIONS WITH 5/B" DIAMETER x10" LONG ANCHOR BOLTS AT 4'-0" O.C. (UNLESS NOTED OTHERWISE), EMBEDDED 7 INCHES MINIMUM IN CONCRETE. BOLTS SHALL HAVE III WASHER NUTS. MINIMUM 2 BOLTS PER PLATE, ONE BOLT WITHIN 12 INCHES OF PLATE END CORNERS. 14, PROVIDE BOUNDARY NAILING OF PLYWOOD DIAPHRAGM PER SCHEDULE AT ALL ROOF OPENINGS. 15. PROVIDE 2x SOLID BLOCKING AT ALL JOIST AND RAFTER BEARING LOCATION. 16. A DOUBLE TOP PLATE MADE OF TWO MEMBERS OF THE SAME SIZE AS THE STUDS SHALL BE PLACED AT THE TOP OF EVERY BEARING PARBTION OR EXTERIOR WALL. SUCH DOUBLE PLATES SHALL BE LIPPED AT CORNERS. JOINTS IN UPPER AND LOWER MEMBERS SHALL BE AT (FAST FOUR FEET APART. EXCEPT AT CORNERS. USE 10-168 WVLS MINIMUM ON EACH SIDE OF EACH SPLICE. 17, PROVIDE LEAD HOLE 707 OF THREADED SHANK CIA.. AND FULL DIA. FOR SMOOTH SHANK PORTION. SOAP, PARAFFIN OR OTHER APPROVED LUBRICANT SHALL BE USED ON THREAD INSTALLATION SHALL BE SCREWING, NOT HAMMERING. CARE SHALL BE TAKEN TO AVOID OVER TORQUING BOLT OR SCREW. N. EXISTING CONSTRUCTION 1. THE STRUCTURAL SITE OBSERVATION PROVIDED BY KSP, INC. IS FOR THE AOOMON AND PORTIONS OF THE EXISTING BUILDING THAT HAVE BEEN STRUCTURALLY MODIFIED ONLY. A COMPLETE RCADOT ETROFIT OF THE EXISTING STRUCTURE IS BEYOND ME SCOPE OF SERVICES PROVIDED BY KSP, INC, 2. EXISTING STRUCTURAL ELEMENTS SHOWN ON THESE PUNS REPRESENT ASSUMED CONDITIONS BASED ON DOCUMENTATION BY OTHERS. KNOWN STANDARD CONSTRUCTION PRACTICES, AND VISUAL OBSERVATIONS LIMITED TO EXPOSED AREAS. IT IS NOT WARRANTED THAT THE CONDITIONS SHOWN ARE TOTALLY REPRESENTATIVE OF THOSE EXISTING. CONTRACTOR SHALL INVESTIGATE ALL EXISTING CONDITIONS AND VERIFY ALL DIMENSIONS PRIOR TO START OF CONSTRUCTION. 3. CONTRACTOR SHOULD BE AWARE THAT EXPOSED STRUCTURAL CONDITIONS MAY DIFFER FROM THOSE WHICH ARE CONCEALED BY FINISHES, OCCUR BELOW GRADE OR ARE SUBJECT TO CHANGES DUE TO TIME, ENVIRONMENT OR MODIFICATION BY OTHERS. 4. EXISTING STRUCTURAL CONDITIONS INDICATED AS EXISTING M) OR VERIFY IN FIELD (SI.F.) REQUIRE THAT THE CONTRACTOR EITHER. VERIFY THE PRESENCE OF SUCH CONDNIONS, PROVIDE NEW MATERIALS TO CREATE SUCH CONDITIONS, OR NOTIFY THE ARCHITECT/ENGINEER OF CONFLICTING CONDITIONS 5, CONTRACTOR SHALL IMMEDIATELY CONSULT WITH THE DESIGNER WHERE VISUAL OBSERVATION OR DEMOLITION EXPOSES EXISTING CONDITIONS WHICH CONFLICT WITH THE CONSTRUCTION DOCUMENTS OR REVEAL DAMAGED OR DETERIORATED STRUCTURAL OR ARCHITECTURAL ELEMENTS THAT ARE TO REMAIN AS PART OF THE FINISHED PRODUCT 6. CONTRACTOR SHOULD NOTIFY LOCAL GOVERNING AUTHORITY IF VISUAL INSPECTION OR DEMOLITION PREVIOUS THE PRESENCE OF HAZARDOUS MATERIALS IN ANY FORM AT THE PROJECT SITE. INCLUDING BUT NOT LMTED TO, ASBESTOS. ASBESTOS PRODUCTS, PON'S OR OTHER TOXIC SUBSTANCES. 7. CONTRACTOR 6 RESPONSIBLE FOR THE DESIGN OF ALL TEMPORARY SHORING AND BRACING OF THE EXISTING STRUCTURE DURING CONSTRUCTION. SHORING ANALYSIS AND DRAWINGS MUST BE CONDUCTED BY A UCENSED CML/STRUCTEI ENGINEER IN THE STATE WHERE PROJECT IS LOCATED. SUBMIT ANALYSIS & DRAWINGS TO THE BUILDING DEPARTMENT & ENGINEER OF RECORD. 8. CONTRACTOR SHALL VERIFY CONDITION OF EXISTING WALLS AND FOOTINGS AND SHALL NOTIFY THE ENGINEER REGARDING DAMAGED OR DETERIORATED CONDITIONS. T CONTRACTOR SHALL LOCATE AND VERIFY LOCATIONS OF ALL UTIUDES PRIOR TO CONSTRUCTION_ 10. ANY REMOVAL OR DEMOLITION OF EXISTING CONSTRUCTION REQUIRED TO EXECUTE THE WORK SHOWN. IN THESE DRAWINGS SHALL BE ME RESPONSIBIUTY OF THE CONTRACTOR AND SHALL BE RESTORED TO ITS ORIGINAL CONDITION. STATEMENT OF SPECIAL INSPECTION A. REQUIRED INSPECTIONS BY INDEPENDENT APPROVED INSPECTION AGENCIES: 1, OBSERVATION OF SUBGRADE PREPARATION AND FOUNDATION CONSTRUCTION OPERATIONS BY THE GEOTECHNICAL ENGINEER, CDC 1705.6 (SEE TABLE ON SHEET SO02). 2. PLACEMENT OF CONCRETE REINFORCEMENT TESTING, CBC 1705.3 (SEE TABLE ON SHEET S0.02). 3. CONCRETE PLACEMENT AND STRENGTH TESTING CBC 1705.3 (SEE TABLE ON SHEET SOD2). 4. INSTALLATION OF EXPANSION OR EPDXY ANCHORS, CBC 1705.1.1. 5. ALL CONCRETE MASONRY, GOUT, MORTAR SAMPLING & TESTING AND REINFORCEMENT PLACEMENT, CBC T705AL 6, ALL WELDING WITH THE EXCEPTION OF SHOP WELDING DONE IN AN APPROVED FABRICATOR'S SHOP, CBC 170522.1. 7. INSTALLATION OF HIGH -STRENGTH BOLTS, CBC 1705.2, B. PLACEMENT AND INSTALLATION OF THE STEEL DECKING (SEE TABLE ON SHEET SO,02). 9. STEEL FRAMING (SEE TABLE ON SHEET SUDS). SCOPE OF WORK A) EMSRNG - ONE STORY HIGH BAY CONCRETE TILT UP BUILDING WITH PLYWOOD ROOF DECK. STAB ON GRADE WITH PERIMETER FOUNDATION. 1. ADDWON OF SECOND FLOOR CONCRETE ELLED METAL DECK WITHOUT CONNECTING TO PERIMETER WALLS (INDEPENDENT OF ORIGINAL STRUCTURE). 2. NEW ELEVATOR (INDEPENDENT OF EXISTING BUILDING STRUCTURE). 3. NEW STAIRS. 4, NEW INTERIOR 6' REINFORCED CONCRETE SIAB OVER EXISTING 6" SIAB ON GRADE. B) NEW - 2 STORY BUILDING REVIEVlEDPOR GODECOMPIJANCE STRUCTURAL OBSERVATION PROGRAM NOY 19 2029 UREERVERMISNGRTHAMEI PROJECTADDRESS: 1801 ADRIAN RD. _ _ PERMIT APPL. NO.: DescripTiDn oT WOA: TENT IMPROVEMENT _ ___ _ _ _ Owner; PUBLIC STORAGE __ AIDEtem; KSP STUDIO, INC. Englneer: KSP, INC. _ STRUCTURAL OBSERVATION Firm or Individual to be responsible For the Structural Obseirvatlam KSP CONSULTING STRUCTURAL ENGINEERING. INC. Name:KSP INC. Phone: 949 380-3970 CBIM. RB IMmNOn: C046202 FOUNDATION WALL FRAME DIAPHRAGM _ R Footin ,Stem Walle PlAT E Concrete a Steel Moment Frame 1 X Concrete _ F Mat Foundation IT all u. Steel Braced FannieSteel Deck F Dinner. Plies, Grade Beams I I IT Wood u Concrete MIXnem Frame I - Wcod L SteppingERRetTI Founli I C Others: H MasoncylVallfiriame 1 7 G1hms L Others I a Others: STEEL FRAMING. METAL STUDS AND STAKES S T U D I O architecture r engineering T CA P W 9 Si ovi %1= C O N S U L TJ N G structural engineering W W W.KSPENG.C'OM n OROHARDnoAD,SUITE20a FORESTCA92830 T I0493WWas E I INFO®KSPENGDOM Public Sfnrnnp- Pmim Name PUBLIC STORAGE TENANT IMPROVEMENT 1801 ADRIAN RD. BURLINGAME, CA Ai Public Storage, Inc 701 Western Avenue Glendale, CA 91201 NO. REVISION 90%PROGRESS & CITY SUBMITTAL 1st PO Rarebit DATE 0612222020 10105D020 L[�� /A\ n /\ Addendum A Addendum 6 Ind PC Reaubmltlal 10HR12020 10130@020 11104T2020 Bu arig' VIFWFC +r'o'°w,,. a TREAT. a .�,,cs 6MECTIL INOrs Bluer e GENERAL NOTES P,oIM3e: KK wn by'. Nal tracer! be Ks KSP Fmpa No. 190601 Sean Na S0.01 L. SPECIAL INSPECTIONS I I 1. THE OWNER WILL EMPLOY TIE SERVICES OF ONE, OR MORE SPECIAL INSPECTORS TO PROVIDE SPECIAL INSPECTORS DURING CONSTRUCTION FOR THE ITEIMS IN THE SPECIAL INSPECTION TABLE BELOW THE SPECIAL INSPECTOR MUST BE CERTFIED By THE CITY, IN ME CATEGORY OF WORK REQUIRED TO HAVE SPECIAL INSPECTION. THE CONSTRUCTION MATERIALS TESTING LABORATORY MUST BE APPROVED BY THE CRY, FOR TESTING OF. MATERIALS, SYSTEMS, COMPONENTS AND EOUIPMENTS. A PROPERTY OWNER'S FINAL REPORT FORM FOR WORK REQUIRED TO HAVE SPECIAL INSPECTORS, TESTING AND STRUCTURAL OBSERVATIONS MUST BE COMPLETED BY THE PROPERTY OWNER, OWNER'S AGENT OF RECORD, ARCHTECT OF RECORD, OR ENGINEER OF RECORD, AND SUBMITTED TO THE INSPECTOR SERVICES DN610N. THE SPECIAL INSPECTION IDENTIFIED DIN PLANS ARE IN ADDITION TO, AND NOT A SUBSTITUTE FOR, THOSE INSPECTIONS REWIRED TO BE PERFORMED BY A COT BUILDING INSPECTOR. 2. TIE SPECIAL INSPECTOR SHALL BE A OUALFlED PERSON WHO SHML DEMONSTRATE WMPETRICE, T1 TIE SATISFACTION OF ME BUILDING OFFICIAL AND ME REGISTERED DESIGN PROFESSIONAL RESPONSIBLE FOR TIE DESIGN OF THE STRUCTURE, FOR INSPECTION OF THE PARTICULAR TYPE OF CONSTRUCTION OR OPERATION REQUIRING SPECIAL INSPECTION. 1 3, DUTIES AND RESPONSIBILITIES OF THE SPECIAL INSPECTOR CTOR: A. THE SPECIAL INSPECTOR SHALL OBSERVE THE WORK ASSIGNED FOR CONFORMANCE WITH THE APPROVED DESIGN DRAWINGS AND SPECIFICATIONS_ THE INSPECTOR MAY NOT ALTER, MODIFY ENURGE OR WANE ANY OF THE REQUIREMENTS OF THE DOCUMENTS B_ THE SPECIAL INSPECTOR STALL FURNISH INSPECTION REPORTS TO THE BUILDING OFFICIAL THE PROFESSIONAL OF RECORD, AND THE CONTRACTOR_ ALL DISCREPANCIES SH4L BE BROUGHT TO ME IMMEDIATE ATTENTION OF TIE CONTRACTOR FOR CORRECTION. MEN, IF UNCORRECTED, SUBMIT A COMPLETE UST OF ALL OUTSTANDING DISCREPANCIES ON A WEEKLY MIS TO ME OWNER, ME BUILDING OFFICAD AND ME PROF651CNAL OF RECORD UNIT ALL CORRECnONS HAVE BEEN COMPLETED. C ME SPECIAL INSPECTOR SHALL SUBMIT A FINAL SIGNED REPORT STATING WHETHER THE WORK REQUIRING SPECIAL INSPECTION WAS, TO THE BEST OF ME INSPECTOR'S KNOWLEDGE, IN CONFORMANCE WITH THE APPROVED PLANS All SPECIFICATIONS AND THE APPLICABLE WORKMANSHIP PROVISIONS OF ME CODE.. 4. WHERE SPECIAL INSPECTION REQUIREMENTS DUPLICATE ME REQUIREMENTS OF SPECIFIED CLAUDE ASSURANCE TESTING, DUPUCATE INSPECTIONS SHALL -NOT BE REQUIRED. REQUIRED SPECIAL INSPECTIONS AND: TESTS OF CONCRETE CONSTRUCTION I TABLE 1705.3 TYPE FREQUENCY REFERENCED IRA STANDARD' REFERENCE 1. INSPECT REINFORCEMENT, INCLUDING ACT 318 25 25.2, CR2051 PRESTRESSING TENDONS, AND VERIFY PERIODIC 25.3, 26.CH20 , 1908.4 PLACEMENT. 2. REINFORCING BAR WELDING: a. VERIFY WELDABIUtt OF PERIODIC REINFORCING BARS OTHER THAN AST M A706; AWS 01.4 _ B. INSPECT SINGLE. -PASS FILLET WELDS, MAXIMUM 5/18- AND PERIODIC ACT 318'.265.4 c INSPECT ALL OTHER CONTINUOUS WELDS. 3. INSPECT ANCHORS CAST IN CONCRETE PERIODIC ART 318:17.8.2 - 4. INSPECT ANCHORS POOL INSTALLED I :. IN HARDENED CONCRETE MEMBERS. o, ADHESIVE ANCHORS INSTALLED N HORIZONTALLY OR ACT 318:17. 8.2.4 UPWARDLY INCLINED CONTINUOUS ORIENTATIONS TO RESIST SUSTAINED TENSION LOADS. B. MECHANICAL ANCHORS AND ADHESIVE ANCHORS NOT PERIODIC ACT 318:17.8.2 DEFINED IN 4.A ACT 318: CHA9, 1904.1, 19042. S. VERIFY USE OF REQUIRED DESIGN PERIODIC . MIX 26.4.3, 26.4.4 1908.2, 1908.3 6. PRIOR TO CONCRETE PLACEMENT, FABRICATE SPECIMENS FOR ASTM C172 STRENGTH TESTS. PERFORM SLUMP CONTINUOUS ASTIJ C31 1908.10 AND AIR CONTENT TESTS, AND ACI 3192645. 26.12 DETERMINE THE TEMPERATURE OF ME CONCRETE. 7. INSPECT CONCRETE AND SHOTCREIE 1 6. 8- 908J, 1906. 1 PLACEMENT FOR PROPER CONTINUOUS ACT 318.26.4.5 APPLICATION TECHNIQUES. 8. VERIFY MAINTENANCE OF SPECIFIED CURING TEMPERATURE AND PERIWIG ACT 318:26A.7-26.4.9 1908.9 TECHNIQUES. 9. INSPECT PRESTRESSED CONCRETE FOR: a. APPLICATION OF PRESTRESSING FORCES: AND CONTINUOUS ACT 318:26.92.1 - b. GROUTING OF BONDED PRESTRESSING TENDONS. CONTINUOUS ACT 318:26.9S,3 10. INSPECT ERECTION OF PRECAST PERIODIC ACT 318: CH.26.8 - CONCRETE MEMBERS. 11. VERIFY IN -SITU CONCRETE STRENGTH, PRIOR TO STRESSING OF TENDONS IN POST -TENSIONED PERIODIC ACT 318:26.10.2 - CONCRETE AND PRIOR TO REMOVAL OF SHORES AND FORMS FROM BEAMS AND SMUGMRAL SLABS 12. INSPECT FORMWORK FOR SHAPE, LOCATION, AND DIMENSIONS OF THE PERIODIC ACT 318:26,10.1 - CONCRETE MEMBER BEING FORMED. REQUIRED VERIFICATION AND INSPECTION OF STEEL CONSTRUCTION OTHER THAN STRUCTURAL STEEL TABLE 1705.2.2 VERIFICATION AND INSPECTION FREQUENCY REFERENCED STANDARD, 1. MATERIAL VERIFICATION OF COLD -FORMED STEEL DECK: A. IDENTIFICATION MARKINGS TO CONFORM TO ASTM PERIODIC APPLICABLE ASTM STANDARDS SPECIFIED IN THE APPROVED MATERIAL CONSTRUCTION DOCUMENTS. STANDARDS B. MANUFACTURER'S CERTIFIED TEST REPORTS. PERIODIC 2. INSPECTION OF WELDING: A. COLD -FORMED STEEL DECK: PERIODIC AWS D1.3 1) FLOOR AND ROOF DECK WELDS. PERIODIC B. REINFORCING STEEL 1) VERIFICATION OF WELDABIUTY OF REINFORCING STEEL PERIODIC OTHER THAN ACHM A706. AWS DIA 2) REINFORCING STEEL RESISTING FLEXURAL AND AXIAL CONTINUOUS FORCES IN INTERMEDIATE AND SPECIAL MOMENT FRAMES, AND BOUNDARY ELEMENTS OF SPECIAL ACT 318: STRUCTURAL WALLS OF CONCRETE AND SHEAR SECTION REINFORCEMENT. 3) SHEAR REINFORCEMENT. CONTINUOUS 4) OTHER REINFORCING STEEL. PERIODIC REQUIRED VERIFICATION AND INSPECTION OF SOILS TABLE 1705.6 VERIFICATION AMC INSPECTION TASK FREQUENCY REFERENCED STANDARD, 1. VERIFY MATERIALS BELOW SHALLOW FOUNDATIONS ARE PERIODIC ADEQUATE TO ACHIEVE THE DESIGN BEARING CAPACITY. 2. VERIFY EXCAVATIONS ARE EXTENDED TO PROPER PERIODIC DEPTH AND HAVE REACHED PROPER MATERIAL. PER GEOTECHNICAL REPORT OR PER 3. PERFORM CLASSIFICATION AND TESTING OF PERIODIC COMPACTED FILL MATFUMS. JURISDICTIONAL MOST CONSERVATIVE 4. VERIFY USE OF PROPER MATERIALSEE DENSITIES AND LIFE CONTINUOUS THICKNESSES DURING PLACEMENT AND COMPACTION OF CRITERIA BY DEPUTY COMPACTED FILL. INSPECTOR 5, PRIOR TO PLACEMENT OF COMPACTED FILL, OBSERVE PERIODIC SUB -GRADE AND VERIFY THAT SITE HAS BEEN PREPARED PROPERLY. REQUIRED VERIFICATION AND INSPECTION OF MASONRY. CONSTRUCTION MINIMUM TEST I VERIFICATION OF F'M AND ['AAC IN ACCORDANCE. WITH ARTICLE 1.4 B PRIOR TO CONSTRTC-ION AND FOR EVERY 5.000 SO, OFT (465 SQ. M) DURING CONSTRUCTION VERIFICATION OF PROPORIONS OF MATERIALS IN PREMIXED OR PREBLENDED MORTAR, PRESTRESSING GROUT, AND GROUT OTHER THAN SELF -CONSOLIDATING GROLOT, AS DELIVERED TO THE PROJECT SITE. VERIFICATION OF SLUMP FLOW AND VISUAL STABILITY INDEX (VSI) AS DELIVERED TO THE PROJECT SITE IN ACCORDANCE WITH ARTICLE 1.5 BA.B.3 FOR SELF -CONSOLIDATING GROUT MINIMUM INSPECTION VERIFICATION AM INSPECTION FREQUENCY REFERENCE FOR CRITERIA TAPS 401 TMS 602/ACI 530/ASCE 5 530.1/ASCE 6 1, VERIFY COMPLIANCE WITHI APPROVED SUBMITTALS CONTINUOUS ART, 1.5 2. VERIFY THAT THE FOLLOWING ARE IN COMPLIANCE: I A. PROPORTIONS OF SBE-MIXED MORTAR, PERIODIC ART, 2A. 2.6A. GROUT AND PRESTRESSING GROUT FOR 26B, 2 PC, 2.4, BONDED TENDONS:: G.1.B B. GRADE, TYPE, AND !SIZE OF REINFORCEMENT PERIODIC SEC. 1.16 ART. 2.4, 3.4 AND ANCHOR BOLTS, AND PRESTRESSING I TENDONS AND ANCHORAGES C. PLACEMENT OF MASONRY UNITS AND PERIODIC ART. 3.3 CONSTRUCTION OF MORTAR JOINTS D. PLACEMENT OF REINFORCEMENT, CONNECTORS, CONTINUOUS SEC. 1,16 ART. 3.2E, AND PRESTRESSING! TENDONS AND 3.4, 3.6A ANCHORAGES E. GROUT SPACE PRIOR TO GROUTING PER ODIC ART. 3.20, 3.2F F. PLACEMENT OF GROUT AND PRESTRESSING CONTINUOUS ART. 3.5, 3.6C GROUT FOR BONDED TENDONS G. SIZE AND LOCATION OF STRUCTURAL ELEMENTS PERIODIC ART. 3.3F H. TYPE, SIZE AND LOCATION OF ANCHORS CONTIINIIOUS SEC. 1.16.4.3. INCLUDING OTHER DETAILS OF ANCHORAGE OF. 1 1.17.1 MASONRY TO STRUCTURAL MEMBERS, FRAMES AND OTHER CONSTRUCTION I. WELDING OF REINFORCEMENT CONTAGIOUS SEC. 2.1.7.7.2, 3.3.3.4 (C), 8.3.3.4 (B) J. PREPARATION. CONSTRUCTION, AND PROTECTION PERIODIC ART. IBIS, 1.8D OF MASONRY DURING COLD WEATHER (TEMPERATURE BELOW 400 F (4.40 C)) OR HOT WEATHER (TEMPERATURE ABOVE 900 F (32.20 C)) K. APPLICATION AND MEASUREMENT OF CONTINUOUS ART. 3.68 - PRESTRESSING FORCE L PLACEMENT OF AAC MASONRY UNITS AND CONTINUOUS ART. 3 SET 8 CONSTRUCTION OF THIN -BED MORTAR JOINTS M. PROPERTIES OF THIN -BED MORTAR OF AAC CONTINUOUS ART. SAOI MASONRY 3. OBSERVE PREPARATION OF GROUT SPECIMENS, CONTINUOUS ART. MORTAR SPECIMENS, AND/OR PRISMS 1.43,2A.3, 1.4c2c,3. 1.4B 2.C.3, 1 48.3, 1.48.4 REQUIRED VIBRRICATION AND INSPECTION OF STRUCTURAL STEEL AISC 360 USER NOTE. I I 0 - OBSERVE'. THESE ITEMS ON A RANDOM BASIS.OPERATIONS NEED NOT BE DELAYED PENDING THESE INSPECTIONS. P - PERFORM THESE TASKS FOR EACH WELDED JOINNT OR MEMBER. INSPECTION TASKS FOR WELDING - QC CIA PRIOR TO WELDING TABLE N5.4-1 1. WELDING PROCEDURE SPECIFICATIONS (WPSlQ AVAIAIBEE P P 2. MANUFACTURER ,CERTIFICATIONS FOR WELDING CONSUMABLE AVAILABLE. P P 3 MATERIAL IDENTIFICATION (TYPE/GRADE) 1 O O 4 WELDER IDENT ,CATION SYSTEM I • THE FABRICATOR OR ERECTOR. AS APPLICABLE. SHALL MAINTAIN A SYSTEM BY WHICH A WTIDER WHO HAS WEDGED A JOINT OR MEMBER 0 0 CAN BE IDENTIFIED. STAMPS, IF USED, SHALL BE THE LOW STRESS TYPE. 0 FIT -UP OF GROOVE WELDS DNCLUDING JOINT GEOMBRY): JOINT PREPARATION. DIMENSIONS ,;ALIGNMENT, ROOT OPENING & FACE, BEVEL) Q 0 CLEANLINESS (CONDITION OF STEEL SURFACES) TACKING (TACK WELD QUALITY AND LOCATON) BACKING TYPE AND FITNF APPLICABLE) 6. CONFlWRABON AND FINISH OF ACCESS HOLES. - 0 O T FlT-UP OF FILLED WEIRS DIMENSIONS (ALIGNMENT, GAPS AT ROOTS) 0 0 CLEANLINESS (CONDITION OF STEEL SURFACES) TACKING (TACK WELD QUALITY AND LOCATOR) I 8, CHECK WELDING EQUIPMENT. O _ CUBING WELDING LTABLE N5.4-2 1. USE OF QUALIFIED %EI➢ER_ 0 0 2. CONTROL AND HANDLING OF WELDING CONSUMABLES PACKAGING, O 0 EXPOSURE CONTROL. 3NO WELDING OVER CRACKED TACK WELDS. 0 0 4. ENNRONMENTAI. CONDITIONS: WIND SPEED MMIN UMITS. 0 0 PRECIPITATION AND TEMPERATURE V WHO FOLLOWED:I SETTING ON WELDING EQUIPMENT. TRAVEL SPEED. SELECTED WELDING MATERIAL. 0 0 SHIELDING GAS TYPE / FLOW RAZE. PREHEAT APPLIED. INTERPASS TEMPERATURE MAINTAINED (MIN/MAX). PROPER POSITION (F. V. H. 01 6. WELDING TECHNIQUES: INTERPASS AND FINAL CLEANING. 0 0 EACH PASS WITHIN PROFILE UMITABONS. EACH PASS MEETS QUALITY REQUIREMENTS. AFTER WELDING TABLE N5A-9 1, WELDS CLEANED. P P 2. SIZE, LENGTH AND LOCATION OF WELDS P P 3. WELDS MEET VISUAL ACCEPTANCE CRITERIA: CRACK PROHIBITION. WED / BASE -METAL FUSION. CRATER CROSS SECTION. P p WELD PROFILES. WELD SIZE. UNDERCUT, POROSITY 4. ARC STRIKES. P. P 5. K-AREA. • P P I WHEN WELDING OF DOUBLER PLATES, CONTINUITY PLATES OR STIFFENERS HAS BEEN PERFORMED IN K-AREA, VISUALLYINSPECT THE WEB K-AREA FOR CRACKS WITHIN 3 IN OF THE WELD. 6. BACKING REMOVED AND WELD TABS REMOVED (IF POURED). P P 7. REPAIR ACTIVITIES, P P S. DOCUMENT ACCEPTANCE OR REJECTION OR WELDED JOINT OR MEMBER. P P REQUIRED VERIFICATION AND INSPECTION OF STRUCTURAL STEEL AISC 360 INSPECTION TASKS FOR BOLTING QC QA PRIOR TO BOLTING TABLE N56-1 1. MANUFACTURER'S CERTIFICATIONS AVAILABLE FOR FASTENER MATERIAL. 0 P S FASTENERS MARKEDIN ACCORDANCE WITH ASIM REQUIREMENTS. 0 0 3, PROPER FASTENERS SELECTED FOR THE JOINT DETAIL (GRADE, TYPE, 0 0 BOLT LENGTH IF THREADS ARE TO BE EXCLUDED FROM SHEAR PLANE), 4. PROPER BOLTING PROCEDURE SELECTED FOR JOINT DETAIL 0 0 5- CONNECTING ELEMENTS, INCLUDING ME APPROPRIATE PAYING SURFACE CONDITION AND HOES PREPARATION, IF SPECIFIED, MEET APPLICABLE 0 0 REQUIREMENTS. 6- PRE -INSTALLATION VERIFICATION TESTING BY INSTALLATION PERSONNEL OBSERVED AND DOCUMENTED FOR FASTENER ASSEMBLIES AND METHODS P 0 USED 7, PROPER STORAGE PROMPTED FOR BOLTS, NUTS, WASHERS AND OFFER O 0 FASTENERS COMPONENTS. DURING BOLTING TABLE N5.9-2 1. FASTENERS ASSEMBLIES, OF SUITABLE CONDIRON, PLACED IN ALL 0 0 HOLES AND WASHERS (IF REQUIRED)ARE POSITIONED AS REWIRED. 2. JOINT. BROUGHT TO THE SNUG -TIGHT CONDITION PRIOR TO THE 0 0 PRE -TENSIONING OPERATOR. 3, FASTENER COMPONENT NOT TURNED BY THE WRENCH PREVENTED FROM ROTATING 0 0 T FASTENERS ARE PRE -TENSIONED IN ACCORDANCE AIM ME ROSE SPECIFICATION. PROGRESSING SYSTEMATCALLY FROM ME MOST RIGID 0 0 POINT TOWARD FROM ME FREE EDGE, AFTER BOLTING TABLE NSB-B 1. DOCUMENT ACCEPTANCE OR REJECTION OF BOLTED p p CONNECTIONS. REQUIRED VERIFICATION AND INSPECTION OF COMPOSITE CONSTRUCTION AISC 360 INSPECTION OF STEEL ELEMENTS OF COMPOSITE OC CIA CONSTRUCTION PRIOR TO CONCRETE PLACEMENT TABLE NG.1 1. PLACEMENT AND INSTALLATION OF STEEL DECK. A p 2. PLACEMENT AND INSTALLATION OF STEEL HEADED STUDS ANCHORS. p P 3. DOCUMENT ACCEPTANCE OR REJECTION OF STEEL ELEMENTS. P P REQUIRES,, VERIFICATION AND INSPECTION OF ARCHITECTURAL COMPONENTS I VERIFICATION AND INSPECTION FREQUENCY REFERENCED STANDARD, 1. EXTERIOR CLADDING PERIODIC CBC-1705,12.5 A. ERECTION AND FASTENING OF EXTERIOR METAL PANELS 2. INTERIOR NON -BEARING METAL STUDS PERIODIC CBC-1705.125 A. ERECTION AND FASTENING (TOP/BOTTOM OR SIDES) B. SIZE, SPACING. AND GUAGE 3. EXTERIOR NON -BEARING METAL STUDS I PERIODIC CBC-1705A2.5 A. ERECTION AND FASTENING (TOP/BOTTOM AND SIDES) S. SIZE, SPACING, AND GUAGE DEFERRED SUBMITTALS SUPPLIER ELEMENTS. MI31S EX cRTOR AWNING/CANOPY T.B.D. EXPREMOR ILLUMINAMD SIGNAGE NUTS: I. THESE DEFERRED SUBMITTAL (SHOP DRAWINGS) SHALL FIRST BE SUBMITTAL TO THE PROJECT ARCHTECT/OR ENGINEER IOF RECORD FOR REVIEW. AND COORDINATION. FOLLOWING THE COMPLETION OF THE REVIEW AND COORDINATION BY THE ARCHITECT/ENGINEER OF RECORD; A SUBMITTAL MAY THEN BE MADE TO THE Cltt OF BUIRUNGAME BUILDING DEPARTMENT FOR REVIEW AND APPROVAL, WITCH SHALL INCLUDE A LETTER STATING THIS REVIEW AND COORDINATION HAS BEEN PERFORMED AND COMPLETED AND PLANS AND CALCUIVTONS FOR ME DEFERRED ITEMS ARE FOUND TO BE ACCEPTABLE 2. ME DEFFBRED SUBMI BENTS SHILL NOT BE INSTPIIED UNTIL THEY HAVE BEEN REVIEWED & APPROVED BY TIE BLDG. OFFICLN. 3. APPROVED SET OF SHOP DRAWINGS SHA L BE KEPT AT ME JOB SITE FOR INSPECTION PURPOSES. WE CONSTRUCTION HOURS: NO PERSON SHALL ERECT (INCLUDING EXCAVATION AND GRADING), DEMOLISH, ACNEIR OR REPAIR ANY BOLDING OR STRUCTURE OTHER THAN BETWEEN THE FOTOWING HOURS EXCEPT IN ME CASE OF URGENT NECESSITY IN ME IMEP.ESF OF PUBLIC HEALTH AND SAPEIY, MIT THE ONLY WITH PRIOR MILLER APPR(A?AL FROM ME BUILDING OFFICIAL, WHICH APPROVAL SHALL BE GRANTED FOR A PERIOD NOT TO EXCEED MET DAYS, NO WORK ON SVA)M MONDAY HO GAYS HOLIDAYS ARE THE FIRST DAM OF HE iY. ME TH RLI MONDAT OF FEBRUART. ME LASTPTE BER,MONLAYTHE OF MAY, HE FOURTH OAT OF DULY, THE FIFA MONDAY OF Y IN N VE ER ELEVENS DAY OF MAY OF DE EM FOURTH E FIRST IN NOVEMBER AND THE FOURTH DA FIFTH DAY OF DECEMBER. I THE FIRST DAY OF JANUARY, THE FOURTH DAY OF DULY, HE ELEVENTH DAY OF NOVEMBER. OR THE iMON MONDAY FIRS DAY OF DECEMBER FALLS UPON A SUNDRY THE FOLLOWING MONOAT IS A PER CRT. PROVIDE THE FOLLOWING ODE 1807,110. 8UWON HOURS ON ME PLANS PER Cltt OF BURUNGPME MUNICIPAL CODE IBOJ 110. MONDAY HREURN FRIDAY RPM TO MM SAMRIEM Fall TO RPM ABBREVIATIONS Dnl RMEWFD FOR CODE COMPLIANCE NOV 19 2020 BUREAU VERRISNORMAMEAICA, INS, NOTE ANY DISCREPANCIES BETWEEN ARCHITECTURAL AND STRUCTURAL DRAWINGS AND/OR FIELD CONDITIONS MUST BE BROUGHT TO ME ATTENTION OF THE ARCHITECT OR ENGINEER OF RECORD PRIOR TO SUBMITAL OF BID AND CONSTRUCTION. ANY DISCREPANCIES BETWEEN DRAWINGS THAT RESULT IN ADDITIONAL COST AFTER THE BID SHALL BE THE RESPONSIBILITY OF THE GENERAL CONTRACTOR, IT IS THE RESPONSIBILITY OF THE GENERAL CONTRACTOR TO REVIEW DRAWINGS CAREFULLY CURING THE BID PROCESS. DO NOT PROCEED WITH ANY WORN UNTIL DISCREPANCY OR ANY OUTSTANDING RENTS AND/OR QUESTIONS HAVE BEEN RESOLVER. S T U D 1 O archaecmre+ engineering' IF J LEAD, L' Tr 11 1 7- �� C O N S U L T I N G structural engineering - WWW. KGPENG.CO.M a OxcluwxoARM30 loo TI9WQAWZKM cEIIN TuaxoewT EIIxFO(N(9PFNG.CCM PmNd eme PUBLIC STORAGE TENANT IMPROVEMENT Project AJer� 1801 ADRIAN RD. BURLINGAME, CA Parma, Public Storage, Inc. 701 Western Avenue Glendale, CA 91201 NO. REVISION DATE 90%PROGRESS& 0312212D20 CBYSUBMITTAL IMPCRe9Ybmital _ 1010512020 FE Addendum A 101212020 Addmtlum B 1013021020 ®2ntl PC RrsuNnMel UAN12021 REVIEWED ART_ SJDC-OEPf RTMENI Sbem name SPECIAL INSPECTIONS NOTES V,LI. Mer:ME Drawn ln- UP I190601 Sh"I No S0.02 'ka Dal : 203611� \ r A -10 D'-0" 3'-6 D/ 23'-6 E :.23-6 F 23-8381 I H J K L M N� PJ Q _ WE-6" 23'-6" 23•-6" 23'-6" 23�23'-6" 23 6" 2a -�/6 I t NN7 PP2 PP5 PPB - LL2 LL5 Lv ,p•_IN Dy4" 10'OS/4 Hod/4 V 9)oY - ZA Z.-- FF8 �Cj36D 66 -- CC7 DD3 DD8 EE2(EE7 FF FF4 -03a 1d-o3a ,u aY: s I I I I rD -1 �7 BB3 ti �CGLip /< Do/<'° 2.D PSBcci Ds-o�/4 ID-�/,' ,'J•-os/a' 1o'-d/,' m•_oy4 taqoYaG 10-Dya I sa - _ -)WILLARLI - - i I I -_ �I I rub __ LIFEp 110 �-T IvT,p1f` t t �&vox; - - -� -- I I--__ -DIY-�1.._ ,...4 .. 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(N)0PN'G 2.0 P �)L z°1�- 9 a� VG ,0'-a" 10'-D• 10-0" 10' O It 0 ID'- D" ID'-8" 10'-113/q' l0'-O" S,M. �0" 10'-0• ID' 0' 10'-0• ID'-0" 10'-0" ,0-D" �10'-OYy' 9'-11�` 10'-0• 10'-0" 110'-0" t0-0" 10'-O" 1 -0" 10'-0• 10'-0• 10'-O" 10'-0• 10•_O•. ,O O•• iO,Fo 66sso> I V.5 y gOPP lop lop 101-010 to'-o• I 1O'-o- A.3 A.4 A.5 A.6 (A_7) A.8 A.9 B.3 B.8 CA CA C.7 D.3 D.8 E.2 E.7 F.4 F.8 G.3 G.8 H.2 H.5 H.9 J.4 J.8 K.3 K.7 L 2 L.5 i.9 MA M.8 N.3 N.7 P.2 P.5 P.8 (N)BLD�G.IIr -(E)ELDG. 71'-10' SiE ARCH.J 3D'-D• 23' 6' 23'-6•_ 231 23'-6" 23'-6• 23•-6" 23•-6" 23'-6" SO -0 231 25-6• 2a-pia' 3aa'-fjg" 3 �'J J �K L M N P Q A B C D E;I �F Gl FOUNDATION PLAN SCALE m- IN LEGEND F-1 FOOTING TYPE, SEE SCHEDULE C-1 COLUMN TYPE, SEE SCHEDULE FIBERS ELEVATION 1 DETAIL REFERENCE DESIGNATION 201 -- DETAIL SHEET NUMBER (N)B"CMU WALL & FOOTINGS W/SINGLE LAYER REINFORCEMENT PE[ i:. y (E)TLT-UP WALL at FOOTING (N)CONG FOOTINGS BEARING WALLS/PARTITIONS W/MTL STUDS 0 WISC. W/STRAP BRIDGING AT )5 HEIGHT PER LLN & I-SIM R_ TYv (Nret00 aTMnG. -"-t' BEARING WALL W/MTL STUDS ® 301 PER (P�ORL�IILP.TYP. -LBRILILVEL (N)METAL STUDS INFILL PER OOCONO. WALL INFILL PER DESIGNATES STEPPED SIAB. OR A DESIGNATES STEPPED FOOTING PER 12 VLVV DESIGNATES ONE POUR OPERATION SHEET S3.06 NON LOAD BEARING GOLD WALL COLUMN SCHEDULE SLAB FLATNESS/LEVELNESS OVERALL LOCAL TYPE COLUMN BASE PLATE LOCATION FF FL FF FL C,., HSS4x4x' 4 3s 30 2a zo ILIINTERIOR C1.2 HSS4x4x5/ 1 NOTE: is 1. ALL SLABS SHALL CONFORM TO LATEST ASTM E1155. C1.3 HSS5x6x1/4 / CTA HSS440/2. �x0� FOOTING SCHEDULE TYPE FOOTING SIZE REINFORCEMENT AT BOTTOM OF FOOTING TVP U.N.O. F-1 3 6" SOI DEEP 4-$5 EA WAY SEEL;-T F-2 4-6 SQxl6' DEEP 5-/{e EA WAY, SEEr CMU WALL NOTES - (N)BLDG. I. FOR WALL CONTROL JOINTS, SEE ARCHITECTURAL AND L DETAILS/ :&. wv, %Py 2. GENERAL CONTRACTOR SHOULD EVALUATE MATERIAL LOADING FOR UPPER FLOORS THROUGH ANTICIPATED OPENINGS AT EXTERIOR WALLS. LOCATION OF THESE OPENINGS AND ASSOCIATED DETAILS SHOULD BE PROVIDED TO E.O.R. PRIOR TO START OF CONSTRUCTION FOR APPROVAL COST OF THIS OPERATION SHOULD BE INCLUDED IN THE BID, FOUNDATION NOTES 11"I" 7 BLDG 1. FOR GENERAL NOTES, SEE SHEET SOLD. 2, FOR ALL SITE AND SUBGRADE PREPARATION REFER TO SOILS REPORT ,REFELF",:eTm', 3. FOR PIPING RUNNING PARALLEL & PERPENDICULAR TO FOUNDATION, SEE DETAILSpBy@I" T FOR CURBS. EXTERIOR SLABS, DRAINS. SUMFS. SWALES, WALKS. RAILINGS, GUARDPOST, ETC., REFER TO ARCHITECTURAL AND THE CIVIL DRAWINGS. 5. PRIOR TO REQUESTING A FOUNDATION INSPECTION ET.THE CITY INSPECTOR, THE GEOTECHNICAL ENGINEER OF RECORD SHALL PROVIDE HELD REPORT WHICH SHALL STATE THE FOLLOWING: A. THE BUILDING PAD WAS PREPARED AND COMPACTED IN ACCORDANCE WITH THE SOIL REPORT RECOMMENDATION. B. THE FOUNDATION EXCAVATION DEPTH AND BACKNLL MATERIALS AND DRAINAGE CONFORMS WITH THE SOIL REPORT AND APPROVED PLANS. C. FINE U➢L11Y TRENCHES HAVE BEEN PROPERLY BACKRLLED AND COMPACTED CONFORMS WITH THE SOIL REPORT AND APPROVED PUNS. 6. THE SOIL ENGINEER OF RECORD SHALL ISSUE A FINAL REPORT STATING THE COMPLETED. PAD, FOUNDATION, FINISH GRADING, DRAINAGE AND ASSOCIATED SITE WORK CONFORMS TO THE APPROVED PLANS, SPECIFICATIONS AND INVESTIGATIVE GEOTECHNICAL REPORT, J. TOP OF FOOTING ELEVATION ARE REFERENCED FROM 0'-0" FINISH (TOP OF SLAB) FLOOR ELEVATION. B. THE CONSTRUCTION OR CONTROL JOINTS AT SLAB ON GRADE SHALL BE AWAY A MINIMUM ,'-6" FROM STUDS BEARING LINE AND SHALL NOT BE WITHIN CORRIDORS. ILI C O N S U L T I N G structural engineering WWW. KSPENG.COM , 23 ORCHMO xINS SUE O LFKE FOREST CA 91 T 19493W MR0 E I INFOOKSPENG GOIN Preece her PUBLIC STORAGE TENANT IMPROVEMENT '.. SAW Addi 1801 ADRIAN RD. BURLINGAME, CA Gmer Public Storage, Inc 701 Western Avenue Glendale, CA 91201 NO. REVISION or 90%PROGRESS & CITY SUBMITTAL ppn2npp _ ,0N5I202p /��,9, PC RPsubmlp9l /A\MtenU9mA 10/1212020 Aaderi B ]QUORL0NG 9W PC Ndubnitlel „N4RAM RIRIbOE - NOV 1.9 2zz RFA6riAR�11DN111 INC, FOUNDATION Pill. Me Draw, W- WAS; eheaed W: es MP PmIea N°. 190601 sheet W, S 1.00 INNOW, LEI05 m_ I I ' 1 FT� I I II II, II _:L�s Ik" 2 (Tfe=b LIGHT WRIGHT l`(g 9C (fc-4000 PSI) REINF. \ o JN 4 4 W 0 MESH :OVER _ - MTL DECK, TUTS SEE i AND a ttP. I AHU I-3 H I I I I ( I H TmM I! I BEARING WALLS/PARTITION I STUDS SO 0 16"O.C.. 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W/4x4-W2.OxW2.0 ME9H OVER STUDS (St) ® 3 3 16b.C., Far,WI6 I- A G N-(N)MLTAL STUDS t3 NO INFILL PER a0 rSa GE -(SI)WALaP16-0cN P Q I �N1P '85PPP2-P40/410� a,D-03/"1T10'-BY4I 1Z.57I 29 1 ttP" 0 m D"o.c. to _ W1 PIrr P �e'(ED LED I 6'Il"l'i 0 C222� X2:3 22.2 s1 11 R i 11-7 'I F � ail p it (N)BLD¢ (E)BLDU / B Z1'-ID" SEE ARCH.. 30'-0" 23'-B" 23'-6" 23'-6" 23'-6" 23'-8" 23'-6" 1, 23' 6" 23'-63• 23'-6" 23'-6" 23'-5" AA1 B C D E F �G� H K © M N P 1ST FLOOR FRAMING PLAN / 1ST FLOOR FRAMING PLAN / 2ND FLOOR SLAB - (N)BLDG. 2ND FLOOR SLAB - (E)BLDG. Si 11 3-415 COW. '\ lo / /�\ NINES.11 FOR CHORD REINFORCING AT EXTERIOR EDGE OF SUB SEE AND( a 0' m, 0 12"O.a, NP. 1 ids L 0 12 COIN. WIS. CON . TVA. ttP. '�%N , 2ND FLOOR CHORD REINF. PLAN SCALE. 1/61 C )BLDG j(E)BLDG. �J MTL. PANEL SHEAR WALL KEY PLAN (ONLY AT HATCH AREA) SCALES 1/81 INTERIOR SHEAR WALL SCHEDULE � (ONLY @ HATCH AREA METAL PANEL ATTACHMENT i0 9UPPOWS 15' BOTTOM TRACK SHEAF PEAp TO O PX PEFP T➢ SNAS PAFALLB. i0 AEON 7 MARK METAL TOP ANGLE ATTAGHM➢1T IBI STRENGTH PANEL 111 IEOGB BEEN BOP TUEL RA BOTTOM 'ATTACHMENT TO CONCRETE IA9D1181 TEMNO B LAPI I FOUMIATION SLAB SWi 22 GA #12036/7 #12036/7 M1208"O.C. � PER ioa PER�j '36 Ph F NOTES 1. METAL PANEL SHALL BE 9/16 (SHALLOW) VERCOR BY'VERCO DECKING, INC. (ER-0217). 2. ALL VERTICAL STUDS/POSTS SHOULD BE SPACED AT 30"O.C. MAX. U.N.O. (SEE PUN) 3. PANELS LAYOUT SHALL PROVIDE SHEETS OF SUFFICIENT LENGTH TO CONTINUOUSLY SPAN AT LEAST THREE SPANS (THREE SPANS WHERE SHEAR WALL LENGTH IS MORE THAN 10 FEET). EN SHALL TERMINATE OVER A SUPPORT PERPENDICULAR TO THE PANEL SPAN. 4- PANELS SHALL HAVE A MIN. OF 2" BEARING AT ALL SUPPORTING MEMBERS PERPENDICULAR TO PANEL SPAN AND 11/p' AT ALL MEMBERS PARALLEL TO PANEL SPAN, ENDS OF SHEET MUST B LAPPED A MINIMUM 2". S. SDI RECOGNIZED 912 SCREWS FOR CONNECTION TO SUPPORTS ARE LIMITED TO BUILDEX SCREWS WENT A MINIMUM SUBSTRATE THICKNESS OF 0.216" DIAMETER. 6, SHEAR STRENGTH IS PER WHIM, INC. DESIGN CALCULATIONS. CMU WALL NOTES - (N)BLDG. 1. FOR WALL CONTROL JOINTS. SEE ARCHITECTURAL AND OETAILS(10)&($'� latpV �volt 2 FOR WALL PIERS, SEEP y. 3. GENERAL CONTRACTOR. SHOULD EVALUATE MATERIAL LOADING FOR UPPER FLOORS THROUGH ANTICIPATED OPENINGS AT EXTERIOR WALLS. LOCATION OF THESE OPENINGS AND ASSOCIATED DETAILS SHOULD BE PROVIDED TO SHE R PRIOR TO START OF CONSTRUCTION FOR APPROVAL. COST OF THIS OPERATION SHOULD BE INCLUDED IN THE BID. LEGEND DETAIL REFERENCE DESIGNATION 3.01 DETAIL SHEET NUMBER BEARING WALLS/PARTITIONS W/MTL STUDS 0 16"O.C. W/STRAP BRIDGING AT 1/a HEIGHT PER&SUM &/e 11SIM. '(uN�ttP. uhamO. (N_ BEARING WALL W/MTL STUDS 0 30"OC. PER Q�ORT`a ttP. `I p (N)MUAL STEPS INFILL PER ye. 4 (N)CONC. WALL Mi PER r Y - ' (N)B" CMU WALL PER Q� B WEWED 1 (E)TLT-UP WALL ti"'BLDG DERApi SHEET 53A6 NON LOAD BEARING STUD WALL - �a Owns,ay, .Ah- _ ORIENTATION OF DECK SPAN METAL STUD IDENTIFICATION MEMBER DEPTH: FLANGE WIDTH. (EXAMPLE: 4" = 401\x Xm INCHES) (EXAMPLE: 1%" = 1,625' = 162 x Nm INCHES) \ 400 6� 162 - 64 STYLE S = STUD OR JOIST SECTION MATERIAL THICKNESS: T = TRACK SECTIONS (EXAMPLE: 0.054' = 54 mil% 1 THE = Xme INCHES) 1ST FLOOR FRAMING SCHEDULE MARK FRAMING USAGE HUMS, ANCHOR DETAIL REMARK DESIGNATION SPACING SPACING O2-400S200-97 Jl PoBT/JAMB - BRIDGING/BRACED 1 (BACK TO BACK) AT a HEIGHT J1.1 2-4005200-97 FOST/Jame /ap\ (NIXON TO BACK) CCJY 51 brit 0-9J Po ST/STUD 30.0.0 - BRIDGING BRACED I AT a HEIGHT Al 1 400S200-54 ANCHORAGE 60"O.C. - - K- T 1 400000-54 BOT. TRACK COW. 30"O.C. - Til 40OT300-97 TOP TRACK CONT. - Bt t 2--BODS250-68 BEAM - 12-$12 L-C-0" 81.2 2-1000S250-97 BEAM - 20-1112 L=10'-0" PSY 31.3 2-BOOS250-97 SW1 SHALLOW VERCO (3) SHEAR WALL SW HED _ _ (E)BLDG. AREA UP1 U-PANELS (2) - - - - (HBLDG NOTES: 1. ALL FRAMING MEMBER SHOULD BE UNPUNCHED, TYR. 2, U-METAL PANELS SHALL BE 26GA (FY=50KS1) METAL PANELS BY ABC PROFILES, INC. OR EQUAL. SCREW FASTENERS USED TO DIRECTLY ATTACH U-PANELS TO SUPPORTS PERT­4y, (IAPMO ER-550). 3, PER INTERIOR SHEAR WALL SCHEDULE. 4_ FOR TOP TRACK SAUCE SEE/ . 5. l METAL PANELS AND BRIDGING MUST BE INPLACED AND SECURED PER PLAINS PRIOR TO A PLACEMENT OF METAL DECK ABOVE 6. ALL ITEMS ON THIS SCHEDULE TO BE FURNISHED AND INSTALLED BY GENERAL CONTRACTOR. 7. PROVIDE BACK-TO-BACK METAL STUD JAMBS PER/i eTO ALIGN WITH CORRIDOR'S POSTS FROM Anovi S T U D 1 O architecture engineering 2-- QPHPTE RCIL vAI J LF,i4l'8L f 70 P 9m x 99YI structural engineering WWW KSPENG.COM XMO .GAO a3970 are A8R630 T I S48 890 E I INFICAIKSPENGCOM Pmleee Name PUBLIC STORAGE TENANT IMPROVEMENT PrAMAI 1801 ADRIAN RD. BURLINGAME, CA DW Public Storage, Inc. 701 Western Avenue Glendale, CA 91201 NO. REVISION OAT' SIX PROGRE998 OBl2 si CITY SUOMITFAL J"T HIT PC Resubmical 10I0612020 Atltlentlum A 1Qfl2'2020 Atldendum 8 10I30f2020 And PC RNALBONERI I11ICAGGe0 3henName 1ST FLOOR FRAMING PLAN / 2ND FLR. SLAB PLAN IMi urban W. USDA Checked by x5 MSP Project NO, 190601 sheet xu S1.01 Pb[gp: 202611HB 7V-10^ I I �- --- � BB ro Y89 CI I P. m (9) t T C 23'-6- 23'-6"23'-6'• I BB36BB8 CCt�!' PYa' ,o' ,a Da ,a-° W ma o 4 ,a a 4 k1D oYa' 1a_-1/4' 1o'_aYa 10-d/a e l 1 1 G __-_� 400sssa s4 .� - _ ®16"O.C. PER • s. A1U 2-2 _- - ®STARTS. TP Ooy'325 LOS AHU 2_3Fill 325 LRS I y x X g NN3 RN7 PP2 PP5 �P8 LL2CL `� LL9 f4M4 D'-o3C to' oYa" ,o-da td-aix4 10 Oy4 1o'-a�< ta'-al/4 ,o'-a✓+ 10-d/a I I I Z.1 II Z.S II �8 I ' _-- �. ;_ ! TO"O. 11 _� ( I I I OOl 7' x YAO A� -_ 6 \J N II:=IR 22.4 -b X2.3 22.2 of q 11.9 , __ - ol 3 a TYP 3 06 II 4005250-54 6 g o ---C1� 1.6 0 3.0 6 -- ®16"O C. PEF 0 B23 U LINE H 2 NP. 4 _ _ _ _ _ ._ i _ �L__ _ 11.6 O ro TP 400szso-s4 - 1.4 = -- -. -.__. 3_D _.. 416-O.C. 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BURLINGAME, CA SYMBOLS AND NOTATIONS amv 5 f DUAL REFERENCE DESIGN4TION Public Storage, Inc. 3.0--DERAIL SHEET NUMBER 701 Western Avenue Glendale, CA 91201 1 ORIENTATION OF DECK SPAN N0, REVISION I DATE 80%PROGRESS A QCCRoe020 CITYSUBMI'TTAL METAL STUD IDENTIFICATION nAT Tat 1C REaubmltlal 1OM512M /A\ AddIrryl A HVIM020 MEMBER DEPTH: FLANGE WIDTH 0 AcKeendparn B 1013b20ID (EXAMPLE: 4' 400 x Am INCHES) (EXAMPLE: is/g" = 1.625 = 162 x XM INCHE2 S) - - -- V/ - 'j _ nE PL ReaubmiBel nb42020 ao�s� fez S = STUD OR JOIST SECTOR MATERIAL THICKNESS -- T = TRACK SECTIONS (EXAMPLE 0054' 54 mb, 1 ml Ywo INCHES) - -- 2ND FLOOR FRAMING SCHEDULE @ (N)BLDG. RWq MARK FRAMING USAGE FIRMS, ANCHOR DETAIL REMARK NOV 10 ZQP DESIGNATION SPACING SPACING _ O2-40OS200-68 POST/JAMB _ _ BRIDGING/BRACED B RQURERIEASNDRM J2 (BACK TO BACK) POST g_po AT MID -HEIGHT - J2.1 (RACK0TO BACK) POST/JAMB - - S2 40GS250-6B POST/STUD 60-O.C. - / �BRIDGING/BRACED 'N?q' AT MID -HEIGHT y rName ® 4UDS200-54 ANCHORAGE 120.O.C. - - FK-21 400T200-54 SOT. TRACK COW.. 36-/24.O.C. - 2ND FLOOR 72 4DOT300-97 TOP TRACK CONT. - 'I FRAMING PLAN ROOF DECK 82.1 2-6005250-68 BEAM - 8-(/12 �?o L=6-0 PILI��Y F L-C ANI B22 /'v /Ist 8G0S250-69 BEAM - 4-�12 ONE SIDE L=5'-O^ Poll 82.3 2-80OS250-68 BEAM - 12-#12 ioyi L=f 0'-0" DraChe W. xM 95 cxeaP<e by: xs UP2 U-PANELS (2) AV ProjMNo. � NOTES: 190601 1. ALL FRAMING MEMBER SHOULD BE UNPUNCIED, TYP. 2. U-PANELS SHALL BE 26GA. (FY=50KSI) METAL PANELS BY ASC PROFILES, INC. (IAPMO ER-550) sxel SCREW FASTENERS USED TO DIRECTLY ATTACH U-PANELS TO SUPPORTS PER MANUFACTURER RECOMMENDATION. 3, FOR TOP TRACK SPLICE SEE S .E I .02 T ALL ITEMS ON THIS SCHEDULE TO BE NRNISHED AND INSTALLED BY GENERAL CONTRACTOR. - Plot Date: zD11L5 6 5 - 4.8 - 4.6 - 4.4 : 4.1 03.9 - 3.5 - / 3.1 - 3 � ,,' /;'-,D- J H N �P� A I B IY 23 6 23'-6" 23'-6' 23'-6" 23'-6" 23'-6" 23'-6" 23'-6" 23'-6" 2},- � I �P2 PP5 PP8 LL2 LL5 LL9 4147 �+1NMB �MV3 �NN7 - - - -- - - � FF FF4 FF'B) GG3 GG8 DD8 �EF~2 EE7�---�--� --I I ! CCi 'CC4 CC7 DD3 _�,. ,; ,D•-D3'4' - II - i ,gin, , BB � . ,6Ya 3/a-� - - - I -. ,o- a ,a-oY4 +°'-oYi ,°-?Ya I 5 TMp/ Y8.9 T � AHD 2-1 325 LEE i 15 AHU 2 V8.8_L z5 LBS -�i �rniL.pllrt- za'-I}^ z3'-a• 1 z3'-a" �- TYP. I I `�ec•T� p _ SLOPE ' SEE ARCH. _ 325 LBS ' I IIII ! i j I������B�[�PI -I� I - I IIII I II I I I I WB. P[wm, ref ,� I I I I I! I I TIA 0 TEE. -- �OG B'PObLC[ttP. � I � - - NEE DxE -I- - nP ; : h/ -o 0 III I°b�,�.� II�'�,� - ruOR )cu-xW (qx.a m r b I (IIII r � IIII 6) - -. ---U14 - - X2.3 22.2 -------- - 2 I I III 11.9 -�� a.W IMP, TI D - pi WAKE, MP BOB- WHATCHIA��IEy,',EpL;' BXml V, -. ' - o G V CMR FFN XGrSEE �� 1 )m112 om ` III '.. Im1Y14 QUITaP DRIP "A�w �C T 11 R9'C.C. M. '91wA. T\ M%(X)B.MP 1N' A34 E. E,B �i _ Ip�'aD`�'P. XPI j "� w d."� �' NxX - 11.6 TO aHEET S.02 -- _ - m �_ , I; (IIII Ill l�fl II,II�I M. wrOxm. /. N PARTIAL ROOF FRAMING @ ELEV. 3 P w/ eKH -I I f INI w/,ma D`C "" EVEN p , roc ' ,E�a IX,DX=x�.b,4 WALL d01Ni 24'-B^ 23 4' i� 23'-4" (� SPAgwc ,0'-e• O1 o m-o' fo'-oy10-0' 10 o I10810'-n� fo-o" f0• o' t0'-0 fo a" to o" t0' o' fo 0 fo'-o"�, o'-QYa s•-u�a° fo'-o' fo' o' to'-o" l0 0^ fo' o" to' 0^ fo' o" m' "10-00' fo'-o" f0'-o^ f0'-o' •` fo' 0 fo'-0" l0' o" 10-0" 10'-o• 0 0 10'-0 A.3 A.4 A.5 ' 6 A.7 CJ A 9 B.3 6.8 C.1 C.4 C.7 D.3 D.8 E.2 E.7 F. F.8 G.3 G.8 H.2 H.5 H.9 J.4 K.7 L.2 L.5 L.9 C4 M.8 N.3 N.7 P.2 �.5 P.8 _ _ - - � - - (N)B1DG-M (E)BLDG. 1 6" GAP /' 30 0^ 23:_6" 23•_8• 23._6:: 23'-fi', 2S-6" 23'-6" 28-6.• 23._8:: 23._fi:: 23._6•• 23'-6" 28'-35/g" `% ui,�u. a� 71'-10" SEE ARCH. k �: � XDX 38B'- WIN•a%vc ROOF NOTES -17 1. FOR ROOF DECK PENETRATIONS, SEE ao. 2. FOR ROOF HATCH OPENING, SEE SHEET S1.02IN SYMBOLS AND NOTATIONS 1 DUAL REFERENCE DESIGNATION z.D f DETAIL SHEET NUMBER ORIENTATION OF DECK SPAN )ON no Sh NE HIC xxea OISE PARTIAL ROOF FRAMING @ELEV. 1, 2 47 BBB b To, S T U D I O archlucture engn g L Rr, ' to P I t 3 1 ENGIMEER CONS U L T I N G structural engineering W WW.KSPENG.CfJM za oacrvnaD Ronn, sums MO WE FOREST cn szeaD END her SEEM EI N O®KSPENtl.COu Nn;aNxaI PUBLIC STORAGE TENANT IMPROVEMENT P,oe[IPYtlress 1501 ADRIAN RD. BURLINGAM E, CA Dwna Public Storage, Inc 701 Western Avenue Glendale, C.491201TA NO. REVISION DATE 90%PR66RESS& CnYSUBMnTAL Dy./yy,2D tat PC RBaubmDlal 1D/O1,2020 AEtlentlum A t01122030 Atlaenaum a 11ViYIA20 z"zXa PC ReaulwRntal uroarz°so 'f"`"�FORCppECp NOY14 �pZE� 9URf�&fASA�p1AM IIM anee, xnemn (N)ROOF PLAN & (E)ROOF FRMG. PLAN per). the I(X Drawn by. Xx/DR CMHetl I'D- M1S XSP Project NA 190601 Sheet No S1.03 Per Date: 30E0-1195 _--____ 9 p S(E) Ow 36 MR 0 CON C SLAB ._.. .. I-, 6(E) Lw TOP IYP. 1" 'S(E) Lw 18" MIN. LAP 3 < \,. MIN. S E ttP 36 BAR 36 BAR 0 Irze BAR 9 f. o o U Lw 18" MIN. LAP 18° MIN. U1P 11P, 2.0 < L 2x "N" 10" MIN. P 2-$4x4'-0" LG. HL�7 240 2 0" MIN. o of CLR DOWELS Y2" Lw MIN. TYP. r 180 HOOKS L 4E OR 21�'MIN SIT HOOKS TOP. L. - /` _ L. MIN --j' �Y--- ...: � �. I. ... --. .-1� " (E)WALL j:.ti / 'P#* A or G DETAILING DIMENSION jF_S(E) Lw S(E) Lw s� _ s(E) _-�TYP � s E Lw TYP N o.. BENT DOWELS SECTION "A -A" / END HOOKS, ALLI GRADES BAR SIZE, d FINESHED SEND DAM, D 18T Now; 90 HOOKS A or G J A or G #3 21/4" 57 3° 6" 14 30 6° 4" B' #5 33/4. 7° 5. 10" #6 4f/y• 8• 6• 1•-0• #7 51 n To' Y r 2" #8 6" 11' e° 1 -C #9 91/2" I 3" 113/4" Y-]" #10 103/4" 15" t 11/4" #11 t2' I T 1 23/4' 2b" #14 181/p R 3' l 93/q' 2' 7° #18 24 3`-0' 2. 41/2" 3'-5° 1 f �, ]%♦ j%� -. 1,- - e,� SIZE i0 MATCH 1 -THREE VERT WALL 9 REINF TOP, RBNF I u - FOUR VERT WALL / a- oox '-0° LG TOP. I,1"�, Lw J� MIN. (E)=0.45 AT ODOR OPENONG 'I� _-_ REINF ®3bG HDRI2. L, MIN. ttP' S - RADIUS OF REINFORCING BAR 2 #4x V 0" LG- 11 (E)* - EFFECTIVE WELD '(THROAT) SIZE DOUBLE CURTAIN ROSE. O 3"O C HORIZ. - S. BAR SIZE WELD PLATE SIZE L, MIN ANGLE. LEG, L MIN. CAPACITY (4), K S FT Lw 15 5/te 3]�e 31/ 44t/2 d" 16.7 #6 3/A 35e 41/2 51/2" e Sl8 #] 2/18 3118 St/2' 6t/2 ]° 32.4 36 BAR 0 35 BAR 0 -- -� O 3" 1B" MIN. LAP t8" MIN. LAP O - _ REINFORCING TO MATCH. SIZE -III-T "---L SIZE _ iYP' ?P O AND SPACING OF BOT. i __ IN ADJACENT FOOTING SECTION x0.'. (MIN. WINE. 3 #5) ryP \ ^, "A" A S, _ _.- OL OR REINFORCING TO MATCN SIZE CONSCONTTRUCTION AN AND SPACING OF TOP REINE. IN C�w BENT, WELLS JOINT ADJACENT FOOTING SECTION 11 - ONE VERT WALL MATCH `I - (MIN. RUNS. 2-#6) ryP. -� -- - REINE - ryp R OF _ B, RE OHM ' FILL RUSH WITH OUTSIDE DIAMETER OF D WE1.5 REBAR TT+. NOTES: D / 2' 0 !- - TOP r 1. ALL REINFORCING WANE SHALL IN A L DING S L BE ACCORDANCE WHILE! I'STRUCTURAL WELDING COOS - REINFORCING STEEL" (ANSI/ALAS D1.4). STEEL" SINGE CURTAIN REINE. ENTRANT PFR 2. WELDED REINFORCINQ SHALL CONFORM TO ASTM A706 GRADE 60. � DISCONTINUOUS JOINT C - 'd'= NOMINAL DIAMETR OF BAR, 3. ALL WELDING SHALL BE DONE WITH LOW HYDROGEN WELDING ELECTRODES E70XX MIN. NOTE:. 11,4116 T_DC/Tc 4. LATERAL CAPACITY ISIAT STRENGTH LEVEL FOR SINGLE REGAR. 11N0623-D072K FOR CMU WALL 'H' = 2'-0" MAX. 160T..2S_DD03C 16CG23 JO6HC 1E0623 Cc6.0 # STANDARD REGAR HOOKS SCALE 20 TYPICAL REBAR WELDING SCALE is STEPPED FOOTING SCALE t2 CORNER WALL REINE. SCALE 9 SLAB REINFORCEMENT SCALE 4 2.0 3"=1'-0" 20 3/4'=1'-0° 2, 3/4"=1'-0' 20 3/4"=1'-0" 2.0 CONN. SURFACE-, GRID nI Ij CT �' I-._ 'I90�4 rr� 11 FOOTING WALL 24 O #4x24" DOWELS ® za"OTC.- -, L �II "f- f :< w 18 a E T,-2m PANELS -1` t 3 = 3 BY OTHERS 3MIN - 4-#5 VERT. ® - -SEALANT, SEE °x WALL INTERSECTION 11 4- 8.4CK-TO-BACK SPECIFICATIONS rc 1 / - CORNER STUDS - AiO FULL DEPTH SEMI -RIGID T/2 BUT NOT E TIMES THE SPLICE � 24° JOINT FILLER OVERFILL 1 BACKER ROD (PER LENGTH OR e' MAX. - - AND SHAVE FLESH - l£SS THAN /i' SEALANT MNRO. MR SCHEDULE (GRADE 60) fc'=3000 PSI BAR SCHEDULE (GRADE 60) Q'=4DDO PSI CORNER CONDITION AT (ln ° #4x24° DOWELS 1_ RECOMMENDATIONS) FAR SIZE, d EMDEOMENT (MIN) SPLICE LENGTH WITHOUT HOOK - WITH HOOK #3 1 V 9' 2-3" #4 2 3° 11" 2-F #5 2'.9° U 2" 3-6" #6 3 2" 1 5" 4' 0" #7 4 5' Yam" E-9' #8 4'-11" 1'-10' 6 5° #9 5-4- 2 -1. 6'-11' 10 5'-10, 2'i" T I' BAR SIZE, d EMBEDMENT (MIN) SPLICE LENGTH WITHOUT HOOK WITH HOOK 03 I s S. 2-3° #4 2 A" 10" 2-3" #5 2'4P 1'-0 Y-6° #6 2 9' 13 3'-C #7 3'-6° 1'-5. 4'-6. #8 4•-O° 1• 7" 5• 3• #9 a'-6' Y-ID' s'-D' 10 5'-p 2'-1" 6'-6' YYII:HL I.VKKIUV KJ f ° " 1/e' FIRST CUT T ° - DFq Z o /a SECOND CUR Sl SLEEVE IF REQUIRED r SRO PIPES PERPENDICULAR "I 2 LARGER THAN PIPE. H MIN. CAULK AS RED D TO FTG. 3-#5 VERT. ® % 2-SACK SLURRY MIX (25GOPS1 WALL CORNER --- INTERIOR FILLED JOINT EXTERIOR SEALED JOINT CORNER CONDITION \\\ MIN) BELOW FOOTING. AT LOBBIES AND PEACE aee. sAGAINST MAIN CORRIDORS -WO (LOCATION PER ARCH. DWGS.) NOTES: BACK-TO-BACK BY OTHERS 1. NO PIPES TO PENEDtkIM ATE THRU FOOTING. NOTES: NOTE: BASIC DEVELOPMENT LENGTH & SPLICE CORNER STUDS -/ NOcPLJJ HN A110WEOno nNo FOOTING DOWNVSOVPIPES PASS THROUGH FOOTING WALL NG COMPUTED FOR UNCOATED DEFORMED BARS 3 MAX PIPE DIAMETER SHALL BE 6 INCHES 2 BUILT. NOT SHOWN FOR CLARItt IGSKL ITS 1605< _ J- ICi6T5_L`0]iC '60623 J)(16]C 1E3LF23_-05nA BAR EMBED/SPLICE SCHED. SCALE 19 CORNER DETAILS SCALE 15 PIPES PERP. TO ETC. SCALE n TYP. CMU WALL REINF. AT CORNER SCALE 7 JOINT DETAIL SCALE 3 TUTS 20 1 1/2" L_O" 2.0 3/4"-I' 0" 2.0 3/4"-1'-0" 20 TUTS 2D 1/9 WIDE x 1" DEEP STD. EMBED. STD. EMBED. (N)CONG SIZE TO MATCH SAW -CUT TJONT,L SEE (� TYP. - #5 CONT, 0 14"0.C. - . PACE EL OR ANGLE L "� ° r•-, V BOU TRACK W/3/B"0 SCREW = ,Ij•�I W/THREADED RODS J° ANCHORS 0 36'/24"O.C. L REINF. BAR/DOWEL SEQUENTIAL SPACING o (SEE NOTES)- - E)GROUT-FILLED - MTL STUDS ( � (E)GROUT-FILLED TRENCH FOR PIPE OR CMU WALL & ELECTRICAL CONDUIT 1•_6•• FOOTING MASONRY WALL MASONRY WALL COMP. CONS SLAB LARGER THAN 3"0 MIN. x (N)6° THK. M- CONC. SLAB '- TF-1 II I D I'-NF= - I- _ ` SJBCun-R PLCTED III 11 = - 1 II ' (E)CONC. SLAB SUBGRADE -/ � 111 VAPOR BARRIER (15 MIL PER ASTIR E 1745-17) 1'SO WIDE x 1 DEEP 'SOFT EARLY ENTRY -#5 COAT. ® 14"GC. SAW -CUT JOINT, SEE? \TYP. (TYPICAL) III- I ICI I1-111 1I I = CONC. Tg } li III �I� - I- GONG SLSL AB VI2 DECK-J \-#12 SCREWS. 18"MR BAR DOWELS SZET TO MACH SEE SCHED. TYP. BENT. TOP TRACK PIPE PARALLEL TO FOOTING MTL. STUDS� � ggg - II Sur I-11-T11-11111-11111-I-1-III-f HlrGl NrIL A. THICK CLEAN CRUSHED 1 J1 - COMPACTED SUBGRAOE v 1. MATERIALS: 2 DIGGING OR PIPE TRENCHES PARALLEL TO 0" PER SOIL REPORT- ROCK LAYER, VERIFY (E)GROUi-FILLED CMU WALL f'm=t500 PS FOOTING NOT PERMITTED BELOW THIS LINE TYP VAPOR BARRIER W/GEOTECHNICAL ENGINEER REINFORCING PAR - ASTM ASPS GRADE 50 (15 MIL PER ASTM E 1745-17) J THREADED ROO - ASRI F59 ASTM A307 CARBONSTA STEEL NOTES: NOTES: - A6TM F593 CONDITION CH STNNLESS STEEL 1. MATERIALS: TOP & BOT. REINF., 1. SPACE CONTROL JOINTS AT 15-0"OTC MAX. SEE FOUNDATION NOTES, 2. ADJUST LOCATION OF REGAR/ANCHORS AS REQUIRED TO AVOID EXISTING REINFORCEMENT. LT. WT. WEIGHT CONCRETE fc=4000 PSI (MIND 3. CON1RACi0R TO FIELD VERIFI' GROUTED CELLS AND INSTALL ANCHORS ACCORDINGLY. IN CONDITIONS2 STAB CUTTING PERMITTED THE SAME DAY OF THE POUR. "HILT NWIN AlHUS-EZ" SCREWS, ICC ESR-}02Z LARR-25897 0 WHERE EXISTING BELL IN NOT GROUTD PROVIDE SOLD GROUT GKOD PER AT ADJACENT CELLS EA_ SIDE 2. SPECIAL INSPECTION SHALL RE PROVIDED DURING INSTALIATIOR � � 3. JOINT FILLER SHALL BE PLACED IN CLEAN JOINTS OVER FILLED AND SHAVED FLUSH. AND TOP & BOTTOM (MIN. Y-0- EA, DIRECTION), 3. PRE DRILL TRACKS TO DETERMINE AND ALIGN WITH LOW FLUTES. ' 4. CLEAN T/(E)CONC. STAB FROM SHARP, ANGULAR PARTICLES AND DEBRIS PRIOR 2A L 4. INSTALL ANCHORS PER MANUFACTURERS PRINTED INSTALLATION INSTRUCTIONS. VAPOR BARRIER - 5. SPECIAL INSPECTION SHALL BE PROVIDED DURING ROD OR REGAR INSTALLATION IflOL38 D018B Ifi0623 DOO6A 11106'b NU7]C C062D'VC 1906DIJ'i08 20 TYP. EPDXY ADHESIVE ANCHORS IN CMU SCALE 18 TYP. EMBED FOR WEDGE ANCHORS SCALE t a PIPES PARALLEL TO FTG. SCALE to GONG. FTG. REINF. SCATS TYP. SLAB CONTROL JOINT SCALE 2 w 1"=1'-0" 2.0 11/2"=1'-0" 2.0 3/4"=1'-0" 20 3/4"=V_O" 26.2y3/4°=1'-0" 2.0 `o - �- 1-#4 CONT, T&B 24" EO.. E0. -SEALANT, SEE SPECS n (E)CONC �1 (E)CONC. j I-#5 E.S. DISCONTINUE REGAR ry oy, REINF. BAR I u %" RADIUS, ttP. -#4X DOWELS ® 24"OTC. ®CONTROL JOINT, lYP -- /g" RADIUS E.S. (REQUIRED ALL -THREADED SECOND POUR FIRST POUR \ 2" � FOR ACCEPTANCE) 3 -- R00 -- WEDGE ANCHOR FINISHED GRADE OR \ / /-CONC. SLAB CUR. COAT W/BOND BREAKING PAVING, SEE ARCH /C IL t -SHEAR KEY (N)6" THK. CONC COMPOUND BEFORE ADJACENT e 2do MIN. (HILTI) .: p EMBED. Edo MIN. (HILTI) - a EMBED.-MTL..SNDS - STAB PER PLAN 51AB IS PLACED Stl MIN. (SIMPSIT.Y) DEPTH 5d MIN. (SIMPSON) DEPTH GOT. TRACK- CONG SLAB _ T^ I TRIP. WINE L ^ t DOWELS TO MATCH WITH TOP. REINE 1 lA" T&B: SEE PLAN /L - - - - T&B CENTERED ON JOINT - A A� (VIE } -III z n 00 - BIT DIAMETER #- 38" #- o m' -... III J'IITP - - - NGAME SID # III III IT IUF BUR{T y tl -NOMINAL ANCHOR DIAMETER 45" #6 EL -BEE PIPN (E)COMPACTED FBI - IIFIIFL T 1 T1� II ANCHORING SYSTEM WITH EPDXY ADHESIVE ANCHORS HILTI Hrl 270, ESR-4144 RERAS OR SIMPSON EPDXY -TIE SET-XP ER-0265, UARR-25965 ANCHOR S1ZE EMBEDMENT MINIMUM .WALL MINIMUM MINIMUM DEPTH ANCHOR EDGE REMARK THICKNESS SPACING DISTANCE /3 OR %-0 33/; 8" 8° 4" ANCHOR MUST NOT BE INSTAL IN OR 14 OR %'A 412' 6° 8' 4. WITHIN 112" OF A #5 OR %0 532, 8" 8" 4" HEAD JOINT. %i• 6yp" R' 4' ANCHORING SYSTEM WITH EPDXY ADHESIVE ANCHORS HILTI HIT -BY 200 , ESR-3187, IARR-25964 RF&W OR SIMPSON SET-XP, ESR-2508, LARR-25744 ANCHOR SIZE EFFECTIVE EMBEDMENT DEPTH. U N D MA%. EMBED. DEPTH MINIMUM GONG. THICKNESS MINIMUM ANCHOR SPACING MINIMUM EDGE DISTANCE HILn SIMPSON #3 OR 3/e R 33e' 71/2 5' 51/y 2' Y #4 OR 12.0 412" I 6' Y 21 p" 21/2' 15 OR 6/y'9 6" 1212 712' 912' 312' 31/I #6 OR 3/•10 63 <" 15'. 912' 1012" 4" 4" 1 V MATERWS: _ FINISHED GRADE - - L TOP a -x x " x SEE T1 =1 36 BAR 6 18" MIN. LAP ttp. REINE. o � - SOT. REINF z wow _ 1 SUBGRADE- - 1= O1 (E)CONC slag REVIEWED BY 2" S VAPOR BARRIER SMOOTH BAR i OxY 6" 0 12"OZ. ttP ANCHORING SYSTEM WITH EXPANSION ANCHORS ANCHOR HIED "KWIK BOLT R". ESR-1917 URR-25701 SIMP. 'STRONG -BOLT 2". ESR-3037 LARR-25691 SIZE NOMINAL EMBEDMENT DEPTH MINIMUM CONCRETE THICKNESS I MINIMUM EDGE DISTANCE IMINIMUM SPACING NOMINAL EMBEDMENT DEPTH MINIMUM CONCRETE THICKNESS MINIMUM EDGE DISTANCE MINIMUM SPACING 3/q'P 2" 5" 5" 21/z - Z,10 31/ • r 53/ 22• %b 4' 6" 5 7/3; 3" 21. 51/j 5" 61/4 "0 3%4" 8° 101/¢" 5" 36/" 63/s 6" 61/" _ OIL ONE END ONLY. 1/e' RADIUS, ttP. - CUR. S" - . '� , y } PER/a1 iyy 5 SHALLBE INSTALLEU HORIZONFALLY WE. 24" FINISHED GRADE OR-M4XF_DOWEL3 0 24"O.0 _ r^ _1 F PAVING, SEE ARCH./CNIL- I -CONC. SLAB _ _ 1-#5 E.S, DISCONTINUE REBAR. EO' EQ. / -SEALANT SEE SPECS III -III-- .III III 'III -III -Y'I IJT 1 III _-II - 1- ®CONTROL JOINT TYP.---'T 2" FOR RADNS E.S. (REOUIREO. FOR ACCEPTANCE) CUR. --COAT NOISOME BREAKING III- :I - III=III =-III - III=III=III-TIC N B THK. CORP. SCOMLAB IS NO BEFORE ADJACENT -11 'o Z - lu_-m-vl.-'.I-1u-I'. rui ui a Ilru _u..11ly a -In -I O Ili IIII = = III-� SLAB PER PLAN SLAB 1s PucsD 3 COMPACTED FILLED LAYER - �N ¢ g O / I PER SOIL REPORT-� 4" THIGH O 3 -6" TYP. 2•• _ - 1 AGGREGATE BASE -MIRAFI (CONFIRM W/ A � SEE NOTE #1 CUR. MIRASTOP COAT NORMAL' WEIGHT CONCRETE fc=JOOp PSI (MIN) J2 ryp. - GEOTECHNICAL) REINFORCING BAR - ASTM A61H GRADE 60 FFFevil THREADED R00 - ASTM F593 CW1 AND/OR ASTM A193 GRADE B65 STAINLESS STEEL � I yy 2 1 'I III-IM1 -IIPJI III rl -II'. F=1 TrPl=1 FLIT ASM DE A193 GRADE B7 AND/OR F1554 DRAW 36 CARBON STEEL NOTES: •� 10.L COMPACTED FILL 0 SMOOTH BAR 1"0x1'-6" ® 12"OTC. TPA.2 ADJUST LOCATION OF REGAR/ANCHORS AS REQUIRED TO AVOID EXISTING RBNDM RCDAEWHERE 1. NORMAL WEIGHT CONCRETE f'c�TODO P51 1'-0" - 2-#5 CONT BUBGRADE/ BASE OIL ONE END ONLY. ALLOWED PER DEQPLS. 2, ADJUST LOCATION OF REBAR/ANCHORS AS REQUIRED TO AVOID EXISTING REINFORCEMENT NOTE PER SOIL REPORT I FAIRSSHOW M jr; 1 FOR INTERIOR OR EXTERIOR APPLICATION CONFORM i0 MANUFACTURER'S RECOMMENDATIONS. 3. FOR INTERIOR OR EXTERIOR APPLICATION CONFORM TO MANUFACTURERS RECOMMENDATION. NOTE: TYP. 1. OMIT DOWELS WHERE TYPICAL REINFORCEMENT EXTENDS INTO SECOND POUR. \ J lA 4. INSTALL ANCHORS PER MANUFACTURER'S PRINTED INSTALLATION INSTRUCTIONS 4. INSTALL ANCHORS PER MANUFACTURERS PRINTED INSTALLATION INSTRUCTIONS. 1. EXTEND A MINIMUM OF 4" INTO SUBGRADE BELOW THE BOTTOM OF VAPOR BARRIER PER K - 5. SPECIAL INSPECTION SHALL BE PROVIDED DURING ROD OR REM INSUAMATION 'S3f: 5. SPECIAL INSPECTION SHALL BE PROVIDED DURING INSTALLATION. ICOe2.. GZC36 AGGREGATE BASE SECTION AND/0R NON-EXPANSNE ENGINEERED KILL. 17Drl I;TVq� 170u'15_f:029B 190601 I)0 20 c ADHESIVE ANCHORS IN CONCRETE SCALE t7 .TVA. EMBED FOR WEDGE ANCHORS SCALE ll EDGE OF SLAB SCALE s FOOTING COAST. JOINT SCALE s TYP. CONSTRUCTION JOINT SCALE 1 i t„=t'-O" 2.0 1"=1'-0" 2.0 3/4"=1'-0" 20 1"=1'-0"' 20 3/4"=1'-0" 2.0 0 S T U D 1 O archr t e+engineernq --I C O N S U L T I N G Structural engin6,ering WWW KSPENG. COAT �[RCNpNO Row BunEma�: FOREST E[INFO rlRu aeoamo El xso® PgT6.cDM Project Same PUBLIC STORAGE TENANT IMPROVEMENT Pm1or Aad,m 1901 ADRIAN RD. BURLINGAME, CA Public Storage, Inc 701 Western Avenue Glendale, CA 91201 NO. REVISION DATE 60% PROGRESS& ORLONROSS CITYSUBMITTAL �, tY PC Reaudrtl&I _ t0105202(I AdoAndum A IBM= 20 AddwWum B 1Y.W1N20 Rod PC Reeunmltlal 111042020 wum MAI BEHAR. SECTIONS & DETAILS Pool. Mgc KK Pl W. ANNA e 4ed IN, KS 190601 Sheet No. S2.01 Plot AmIo 202U 1105 - 8" CMU BIT. WALL B SOLID GROUT ALL CELLS TYP 4" MI STUDS ® B a W/d5 VERT. AND d4 HORIZ (N)BLDG. (E)BLOG. WALL (SHALLOW W/fiHFAR (N)BLDG. k l (E)BLDG. PER 1 AT CENTER WALL, WALL (SHALLOW VERCOR) HE _ x ^/ GAP MR PANEL PER SCHED SPLICES PERK_=Y=-1 SCH GAP SEE \ (N)CONC. WPIl./INFlLL (fc 4000 psi) OPTIONAL Re -CMU WALL BEYOND `L 32' DOWELS, 1YP. \ y 111 0 1V OL. VERT. d4 0 12"O.C. CONSTRUCTION JOIN! - - OOBI #5SELWA 16"O E TYP. y" F CMU WALL BUONO-y f CONC. WALL BEYOND I CONSTRUCDON JOINT e q]N0. 6LAB 4 COW ttP d Nr ® ONiLISLLER d PLAN (WHERE OCCURS) -- (N)CONC. SUB SEE ARCH. FOR TREATMENT d 32 DOWE S WALL 2'-6" SEE PLAN (WHERE OCCURS) AT DOORS & WINDOWS d5 WALL DOWELS HORIZ. (WHERE OCCURS) SEE PLANT-�EI BE 1/2 ARCH.FILTER JOINT 5 0 18-0C DI, WAY WWELS 5'-OlG. _. -1 4 WALL DOWELS \ ARCH - SEE ARCH. - (E)CONC. SLAB B5 ® 18"O G FA. WAY (�CONC. SLAB ® 16° O C o T NSUB _ ! EL� / T NSUB FINISHED SURFACE, T/(N)SIAS. E EL SEE ARCH. &CIVIL �CONC STAB 1 _ LI E SLAB - r /(� PERe EL=O 6 CONC. SLAB PER PUN TI �r IF31 - / LLB'-0'� - T SIPS 'S`�� 3 _. / air III it it I ELF'-0" ��Ta� d5 WALL DOWELS ® d4 DOWELS ® 12"EC. SEE ® O I - _ STD. UP SPLICE PER J 16 O.C. TOP. E S /WA --yI� - F -Nm-- 10" CMU BLK. WALL (8° STAGGERED) I db 4 0 ® C 10" CMU ELK. WALL SOLID GROUT ALL CELLS ttP. 1 24°OC Y? 3 SOLID GROUT ALL CELLS ttP, m� i r- ° W/d5 VERT. DOW5� EPDXY I _ o CENTERED J. 9 0 16 VERT OOW EPDXY • l m "��; "` ® 16"0 C PER L'?.AND d4 1 ON JOINT.- I¢q CONY. ® 16"O.C. PER AND d4 HORIZ. ®24"O.G 10 NOR- ®24'O.0 �w 3 JI £ (E)EItlBEDEO ANGLE 1 z 1 8 d5 DOWELS ® 12"O.C. \ q U IV V - U �,� d5 DOWELS ® 12'O.0 - (E)EMBEDED ANGLE m s 2-d4 CONY. 3 TOP O ELS PER f> TOP & BOY. PER U V U V T FTD (E)DDC 0 LEVELER PER®> ® EL= )i'-a - ds ® la R ttP. ®PERIMETER OF - d5x30" ®18'O.C. Pet TYP. U.N.O- • _`b• IYOJC--f- 4 d5 CONY TOP & HOT 18 1 (EIDOCK LEVELER 4-05 CONY. OP DOT. ttP. ®PERIMETER OF 11 C d4 F- DOWELS 0 I18°O.C. 16 (E)DOCK LEVELER �' • /• }-d5 CONY. i EA WAY PER N4 r DOWELS ® 16"O.C. I AT TOP & SOL N FTG • L ®. ° E1. WAY PER e EL-F LD VERIFY --(N) CONCRETE INFlLL T/(E)FTG IS ry FTC. ON = m-(E)DOCK LEVELER T Nc =4000 PSI). ) EL -FIELD VERIFY - \ ® (N) CONCRETE INFlLL _ I _SUB (E)DOCK LEVELER (fc'=4000 PSI) III- -1-pirc-aS. q `jpw STAB d cif 3 4 0 I� `� 2 SEE PLAN -,MIN - w FIELD E IFY I EE P MIN \. SEE PLAN FOR SIZE�l COMPACTED FILL LAYER 3 PER SOIL REPORT -(N)CONT. RG. FIELD VERIFY (E)CONT. FTG: -(N)coNT. Frc J FIELD VERIP• ) I2LC"t ) 9__ 1060 "'. LGLUC 90001 THIGH DOCK LEVELER INFlLL SCALE 16 DOCK LEVELER INFlLL SCALE a CMU WALL FOOTING AT DOOR OPENING SCALE 4 t 3 q••=1•-0• 20 B" CMU FEB. WALL 3° - �bVV" �� SOLID GROUT ALL CELLS TYP. B -4 MR. STUDS STUSTUDS® ys E ry, RE 4 B .�' ANCHORS WE VERT. AND d4 ALL, (N)BLDG. 30'O.C. MAX. cxaxs 36° 6' CMU BLK. WALL (N)BLOG. y, 6' (E)BLOG_� W/SHEAR WALL d5x30"DOWELS SOLID GROUT ALL CELLS ttP, ,\ 6 (E)BLLIG" PER AT CENTER/WALL 1y" 9 O GAP e° GA 3" (SHALLOW VERCOR) ®24'O.C. T&B I� W/d5 VERT. AND d4 HORIZ SEE : SPLICES PER �� GPP MTL. PANEL PER PER +®AT CENIER/WALL. RCH SCHED. �' _ 0" ARCH t - (N)CONA SLAB d4 COW. WALL MATCH \ 2„ •� VP. SPLICES PERee WALL�y�{ DOWELS 5'-0"LC. --GONG. WALL BEYOND DOWELS. SLAB [ R P E� VERT. REINF. SPACING- 5 WALL DOWELS n (N)CONC d5 WALL DOWELS d (E)TILT-UP (N)CONC. III /� PE N 1ST FER. COS. M 3 (E)TILT-UP /fS WO HOLE. ttP. CMU WALL BElOrvD-� 2 _6 SUB p"lam t DOWELS TYP. z^ FILLER y- QN=0ST ° _ 1-d4 0 WALL d° ® COLGR1p 13" I n IS -- 32 JOINT SEE (E)CONC SUB _- (E)CONC, SUB DOWELS. TOP. - B 10 16"O C. ttP. OLD- \./ 2-#4 CONT. 32 /-(E)CONC SUB ARCH EL=O'-D 1/K.3 ONLY T NSUB T N SLAB T/(N)SLAB. HSS 4x4 COL IL PLAN VIFI'i - EL O -6" j L ' EL 0'-6' ¢ - - SEE PUN 11 TAE)SUB 2' CONC SUB - T E)SUB - ffi O. FINISHED SURFACE. - REMOVE (E)CONC. STAB-.TII_111-III�I EL=O-O" CONC SLAB PER PUN- �0- 71 F_I -1/i FILLER JOINT EL-0'-0° TYP. CONY. SHEAR KEY SEE ARCH. &CIVIL _ PER EL. 0-6" I d5 WALL DOWELS ® SEE utCH 10" THK. CAST -IN -PUCE W/WATERSTOP. TOP. - �J 16"O.C: TYP. E5./WAL I w CONC. WP11 W/d5 HOOKED PROVIDE BLOCK -OUT (N)CONC. SUB (6" STAGGERED) - C v 3 DOWELED EA. SIDE VERY. ® C ° COMPACTED BACKFlLL WHERE REBID w/ j'q I w I e'O.C. AND H4 HORIZ 0 PER SOIL REPORT A I 12"O.C. EA. SIDE ttP.- RECOMMENDATION --'1 r-1 ISOLATED JOINT S z 10" CMU IBLK WALL w - -CONE SHEAR KEY _ ,,P ' fff d4 DOWELS ® 12' O.0 6 > 24"GONG. PIT SLAB W/WATER6TOP 1YP. L. EA. WAY (3 SIDES PER (E)TILT-UP WALL SOLID G UT ALL CELLS l'N. W/d5 VE T. DOW 5 EPDXY W/d6 CONE. 0 12"O.C, li' TOP AND ACT w gz GP (E) CONC. SLAB d5 00WEL5 ® 12"O.C. ®ts"0. . PER AND d4 E.W. TOP & SOT. F WATERPROOF - J1 D& RJ d 5 S® C. TOP & HOT. PER HORIZ. 24°O.C. = W/END END. HOOK MEMBRANE, SEE ARCH. 1 TOP &BOY. PER •IN rT 10" CMU BLK. WALL _ 2-d4 CONi. " • • 4- ONT® _ SOLID G OUT ALL CELLS ttP. T FTG n W/d5 V RT. Dow LS EPDXY 4-Xs CONY. EL. - V d5 ® 18 .. J� :- _.__-_-_ _-..___ _ - TOP & BOL a 16"OA". PER WAND d4 C TOP &SOT. TYP U.N.O. • W• 12"O.C. J- 7 NORIZ �24"O.C.`>wl' `i °I 3-d5 CONS. T/(E)nG. & N)FTG. itS AT TOP & BOT - i/(E)FIG. & N)FTG _ EL=FIELD VERIFY . S A .. _ 71 o EL=FlEID VERIFY •33 _ STRUCTURAL - BFTO PASE PL3'4x10x0-10' W/4-/q0 Er 3-0" ��MIN. o� ��".� _(EJCONT. FEG `a� SEEE PLAN - - MIN o°1 '�.._ m - - FILLED DYER PER ��'... n ILTI KWIK 'HUS-EZ' SCREW BOLT T/DG I p " SEE PWJ _)- (N �G ` FEES � VERIFY ---_ N)COM. M. FIELD (E)CONT. HOLES: SHALL PROVIDE SHORING AS I REQUIRED. SOIL REPORT C - COMPACTED FILL LAYER DCONE PER ESR-3027 (4" MIN. EMBED) o PER SOIL REPORT sEl PLAN FOR s¢E _ 19.5"1-Dg87c 14,SLI n a �. • SEC SCALE t5 SECT SCALE 11 ELEVATOR PIT SECTION SCALE T SECTION SCALE 3 S ` 3/4"=1'-0° .O 3/4"-1'-0" 2.0 3/4"=1'-D" 20 1 -t'-0" 20 d5 ® 12'OC MAX., LINE OF '4 TOP & HOT. d4x1 -5"LG' UNESAWOF SHEAR WALL (SHALLOW GAP MIN.. l z d5x2 -6 LG DOWELS DOWELS ® IIIVEER) MTL. 120OC. MAX., TOP & E 12"OC EA V-6" 1' 6" PER SCHED. PANEL 'I 1 ttP. E SEE @TYP. J-I SIDE PER '®' 'MIN. MIN. (E)WOOD POST ` J%4 CONY CLR - (N)CONC.--(E)HSS OR 4' MTL. STUDS 0 TI. III-(E)CONC. TUT -UP WALL 0 12.0C (fc-4000 P51) PIPE COL OR 30"O.C. MAX. (UNPUNCHED) ',; Y_ t •^ _j (E)WALL 1/4" FELT rSEE ISOLATED JOINT (E)CONC. (E)OR(N)CONC. SEPARATION JOINT v (E)DOWELS TO REMAIN EDGE OF ITS BELOW STAB ) '®tty (E)FTG. 1 6 x3 -8"wD BLAB / SLAB OR (N)sL B : I - - (N)VAPOR BARRIER PER B " (N)CONC- Sue, 2 0 x4'-6WO. 0 f A AS OC CURS RUNS D AND B 19A r= - 1 1J� 5PLAN_ ______ ROUGHENED EDGE/FTG. MIRAFl MIRASTOP CONY. 19rr, 1 D04, 20 O� 3EE�PNLANS� IOR TO E FOOTING 1 IA 2E I _D. 20 ',o MINI I- III. 'f T N SLAB �SEEE ARC GRADE. (N)FOOTING ( ) 1 -i. -' J _III E6' O SEE ARCH. &CIVIL I I / T)SUB -- - _ _ _- -- ? PI PER -1 EL-0'-O' " -- - - - _ CONTROL OR CONSTRUCTION TYP*/4 ttP- SAND•tn�r x -- FLOOR JOINT, (EJ.) TYP-I 1Y2, h 'tom 1n LttP B4m KF�ILL ":'E)C0 SUB • I�ITroo CL na B) oNc S B . zd E� CONC. PAD OR NOW, FTC. �� ,��"a - 1 //X 2�- 2I �'..� �',' BASE PLATES 1 > (N)VAPOR BARRIER PIPE TRENCHES PARALLEL TO FOOTING JI CIO III, I BASE PLATE AND ANCHORS SCHEDULE UVEHIAP W/O,)tlAKHIEK KMlutU BELOW THIS JNt & SEAL PER MFR's RECOMMENDATIONS - PIPES AND/OR ELECTRICAL CONDUITS L - - {Iq Irllk=III -11 TTI' IUD 11-u 1 1-I I (E)FTG. lywve r e I TYP. �- J Ir COLUMN SIZE BASE PLATE ANCHORS HSS4x4 R3 a^ =/e m WEDGE ANCHORS PER n 0 BOTTOM OF TRENCH TO NOTE . L I r rnx roxrrnu m Donrrrr IN o err Al, ry rnu MIn -r_,Io w.n L C u._.r nYc IS un_nrmu NOTE: SLOPE,. SEE "PLUMMING" DI TO SUB DOWEL DURING REMOVAL OF SUB ADJA T TO (E)WALL OF SLAB WHERE P.O.DOES NOT OCCUR. COLUMNS W/PNO ANCHOR BOLTS REQUIRE TEMPORARY SHORING 2 PROVIDE 3" CLEARANCE AT FRAMING ABOVE PER leoeol�eo2A 1Gc6 )a6c 1eG6ot rnr. 1_c6o1 _oo53B REVIEWED BASE PLATE SCALE ILI PIPES PARALLEL TO FOOTING SG1LE 14 SECTION SCALE 10 SECTION SCALE 6 WRUNG'AMF BIDG DI MI �CL COL & FTG. 3/4"=1 -0" 20 3/4"=1'-0" .0 1 =1'-0" 2.0 LHA� 3" COLUMN BLOCK -OUT 1.RFVIEWCD avA1Njel_e'�_N DAIT TYP. CAP MIN. STEEL COLUMN o a 11/2' TYE, -- 1/2"WIDExl"DEEP CONT. WE. NJI _ 1/a GROOVE FILL W/MIRAFI� STEEL COLUMN PER PUN FILL W/GONG - BASE PLATE, SEE W-800XL LOUIS MASTIC 2° RISE COL. PER PLAN (PC=4D00 PSI) A}TER VETO G, O (E)FTG.-- CLR. /� �I °° (E)CONC. TILT -UP WALL INSTALLING COL- (N)CONC. STAB -- (N)FTG. PER PUN USE COL / BASE PL PER I _- ` (E)DOWELS TO REMAIN 16" MAX. BASE R. PER 11/2" NON -SHRINK GROUT I1rVAPOR BARRIER TYP - - - d - SEE(NOPLC.AIN SUB, SEPARATION FELT THIS SIDE EXTERIOR GRADE 9AETWEE E OMIN�2 - (N)6" CONC. SUB I PERe OMIT (N)SUB Y SEE PUN-- SEPARATION JOINT _ \ m u°...$ 2 "' W ._ • SEE ARCH. SEE NO PER PLAN BOpNDTAND01BRC. MKBER, TYP. 1 I/ - I / A T SIM. ES AFT To O, a. _ _) o . • p I TACK WELD OR Las �p 0 HOLE. TOP. C -_ -- -- --- - LQNC. 1/e DAMAGE THREADS - e'� -I. °• 6 x9�- (EKONC Ki rF / u�IT�II-I TTI / r,CIE BASE PLATE AND ANCHORS SCHEDULE ROUGHENED EDGE/FTC: - d5x2 6'LG. DOWELS 0 12 0 C MAX., TOP & BOY. SEE TYP. MIRAR MIRASTOP CONY. - - TOP. FUG. HEINE T & B (E)CONC. FTG - �{ . " 1 o w .. I I. I I -III I Fp RORa BARRIER III -II I IT1 C S� EA WAV2DOWEEE PER n G a ! ,Ely • • (E) FTG- MA%.�L II 3" CLR TOP. SEE FOUND. PUN FOR SIZE COLUMN SIZE BASE PLATE ANCHORS HSS4x4 3 IOxD'-10 /4x 4-3/."0x1'-3 US. THREADED ROD ASTM 36 ( ) ANCHORS W/HEX NUT & WASHER ABOVE & LEVELING NOT BELOW BASE PLATE AND HEAVY HEX NUT 0 BOTTOM, TOP. o NOTE 'I= III-'' 1vv COLUMN BASE PLATE SHALL NOT EXTEND INTO CORRIDORS AND. MAIN WALKWAY. &REINFORCING _ N 1. CONTRACTOR TO PROTECT IN PEACE ALL EXISTING CONCRETE TILT -UP WALL COORDINATE WITH ARCH. DWG'S. DEEPEN (N) FOOTING i0 MAINTAIN TO SLAB DOWEL DURING REMOVAL OF SUB ADJ T TO (E)WALL 2. CONTRACTOR TO LOCATE SUB RBNE AWAY FROM COLUMN BASE PLATE BOLTS. FINE OF INFLUENCE AS REQUIRED -� \ c 2. PROVIDE 3' CLEARANCE AT FRAMING ABOVE PER CONTRACTOR MUST NOT DAMAGE REINF DURING BOLT INSTALUTIDN. '.LOGO"-DOFIA 1 'C06 ll,l, OC9GA 'I l90601-DOIJ4B 190601 COME 1',1O60T_DO'.DC c BASE PLATE SCALE 17 (N)FOOTING TO (E)FOOTING SCALE 13 SECTION SCALE 9 TYPICAL INTERIOR COLUMN SCALE 5 TYP. INTERIOR COLUMN FTG. SCALE 1 i I I/2"=1'-0" 20 1 t/z'=1'-0" 2.0 1"=1'-O" 20 t"=1'-O" 2.0 3/4"=1'-0' 20 �I� C O N S U L T I N G structural engineering WWW. KSPENG. COM T22 AKE FOREST, nCA WW011E COD TIB0B3B0]TD E NFp®xSPENO.COM +are eme PUBLIC STORAGE TENANT IMPROVEMENT 'rwe amass 1801 ADRIAN RD. BURLINGAME, CA Public Storage, Inc. 701 Western Avenue Glendale, CA 91201 NO. REVISION DATE PROGREB I& CITYSUBMITTAL 0812&RONI _ Lkt\15l PC Resubmial 'ID1052020 /� Addendum A 10112KOA0 iB\ Ped"d,m B 10/30202D d PC Resubmitted 1IM42020 rT ____�E kWFD.FPR UVERRAS HGRiHpM pL{gryCF RICA IXC. sheet Name SECTIONS & DETAILS III. MR.: I ,b xx/[ h,*I aFralcaeo. 190601 ,hSt No S2.O2 Hm XW ,. 1_ W/2'/2"0 EMA)'SYPANCHORST (41/2" EMBED) Z� (E)CONC. WALL 3/I 4-12 E Tw /aV 4-12 HSS LINTEL w/ - I CLOSURE FL1 n EA. Y2• MAX,END SEAL WELDED - GAP PER ELEVATION 1 1 t 3 I I I u x �\ LINE OF SAW -CUT 0 ; x DHSS COL BEYOND I0 Iv 19050(-LiTWX 20 16 12 a SECTION SCALE 4 z.o z.o: 2a za 3/a"=r-o" z.D B" CMU OLD. WALL SOLID GROUT ALL CELLS lYR I R3/Bx5x0'-6 W/kS VERT. AND µ4 BEST.' PER(_�AT CENTER/WALL, I a >- G. HSS & LSx31/2 k5 HOOKED DOWELS MATCH • SPLICES PER�W 11/2" a e' VERT. REINF. SPACING— ���*** - Ykk , c5x31/2xD/B (LLH) 4 p• 1/y JOINT FLLER, SEE ARCH. W/4Ed ROD (5' EMBED) PER 1E`5 TOP. T&B- TOP. T&B - j \ P' sue PERto - O O O O L3x3xT/ a &B _. �COrvc. (IB 1 ti t a= 4 b a 1 i/(N)SUB. DICE 1/4 CL HER LINTEL --- ----- _ - EL=O._fi. .. u Z ob '...L. .-. .. " HSS COL __------_--- • a� 5z E, -III-III-11 a,M I�-III II=III-III II lil-I ,i0C 1 LOS O O ttP. LINE/54W CUT ° 1 US N O I 1 °ry L31/2x31/2x3/Nx1'-O" E.S./HSS T/NEW OPNG. SEE NOTE #1 DIE EL.=TG- 1 -4" o THREADEDV RODS (5' EMBED.) PER ttP. U.N.O. °:.roe ' 3 3-$5 CONT �" 1/4 NEW OPEN, WE. ttP. 2 AT TOP & BOT. - ttP. 14 ~-��- 20 Z? HSS COL - HSS PER ELEVATION "=1,- 3 '_ COMPACTED FILL LAYER 1.NOTE: 1. DRILL HOLE IN EACH CORNER TO PREVENT _ CLR PER SOIL REPORT OVERCUTING-CHIP CORNERS AS REQUIRED, SAW -CUT SEE PLAN FOR SIZE42 NEW OPENING IN (E)CONCRETE WALL. DO NOT T19060 190601 D125B r ' I0601 p023C OVERCUT CORNERS. 19060i ❑079B SECTION SCALE 19 15 11 DETAIL SCALE T SECTIOB SCALE 3 1"=l' O" 2.0 - 2.0 20 3/4'=1'-0" .0 1"-1'-O" 2.0 \ D �� HSS PER 30'-0" 23'-6' 23'-6" PUN/ELEVATION- SHIM PLi/2x3x0-3 S" CMU BLK. WALL SOLID GROUT ALL CELLS EYE. B 4" MI STUDS .0 - " - (P REOE (PROVIDE TIGHT FIT) W/�5 VERT. AND �4 FOSSIL (N))SLDG. PER 1 AT CENRF/WPLL, /a 6" (E)BLDG � 30"O.C. MA%. - W/SHEAR WALL � 3" (SHALLOW VERCOR) GAP MR. PANEL PER ttp ] 3" MIN. FROM NOT. E 2x6 VERIFY ON SITE (E)CONC. WALL 1/2 GAP SS HOI-E AT ANCHOR, E SEAL W/LL /4 WELDED -AROUND AND SPLICES PEAS -II r SCHED. T/(E)WALL 20 H55 STRONG BACK COL. CRIBBED - -k4 YEM9 CONTI(N)CONC. - WALL (MATCH EL=31'-0' 8"5 WALL DOWELS DOWELS, ttP. TO WN#5 VERT. ) HORIZ. �NC -- --- - __ - -- — -- - ---- - -- -- -- --- _. _-...-_. __ a O A ALL THREADED ROD, a L2 i6'OC. ttP. , - /2I FILLER I 0 12"OG & 17 32" T Npg robARCH SEE FLW'�' ARCH.— 0 12'I0.0 OCON0. N) SLAB [3 T N STAB (E)TILT-UP ( ) PER �\ LL _ - ( 4 IM '� TYP. 2 0 1 ® C U.N O. PER (CENTERED AT HSS)- (E)CONC. WALL u LL-0 6 W � T/(E)SLAB �u \ p � - 2.0 A O VA- I 'i gz I/2 FlLIER JOINT EL-0 -0- SEE ARCH. .Y• 3 ttP (N)MEIAL 2.o sTU05 INFlLL 6 ttP 1 /4 SHIM OL1/2x3xO'-3 0 1L 2 14 colas ar T/RG T/(N)2ND FLR- EL=15'-2" 1 PER /u 11 - - Vpo ny p�OS EMBED e °ro BASE PLI/2x9x1'-2" H55 PER PIAN/ELEVATION— 1/2"I{� AS REBID. LAP'rl v (PROVIDE TIGHT FIT) 1 a o _ EL ( )1'-4" HS 8 8x / AINFlLL = - W/2- /2 0 THREADED ROD 112V C : •'• j TYP. U N.O. (N)CONC 0 TO'O.C. ttP PER �i T 85 Cmrt ry IL - WALL IN PER ,�.a �d p u (41/2'EMBED) 1 -Y for Oc It D?F -- ^� 1IpY1` ro %'kO ALL THREADED ROA. COMPACT L IAmR -- - -_ -r�• _ . �N)15T PER. ', (x19N7B - / ' • ' ( )-x4'. ZF"Xa,ilry (1 c / N� ° ,".. k ® 16'O.C. U.N.O. PER (CENTERED AT HSS) 4°'0 EMB PER sod BBPoa.- - #- - CLR D 6 }'-0" 2'-6- VERIFY MATCH PER PLAN W/(E)FTG. BEYOND .- " EL-p _Q 12 D �12'-0' 1. L4 4 �. -. - 4' 4" l 12'-0" -I _ r 1 FL1/4x3x0•-3 WASHER - i4 - (E)CONC. WALL • ® A5 xoDxm mNHS Ms1Cx Wm, PONT. SPACING E OPNG. 6 'I ON[ ARCH ttP. 5�E AR 12'-0 _ E ARC .'I SEE ARCH. 176 _ e. v .-- 1 /2 GROUT (E)CONC. SLAB '`/p�� ( 2A ,/-� E OP G. - )�� I. p J \J NOTE,, 1E)OPNr 'I-VF,"1_112"C VERIFY WALL OPENINGS FROM ARCHITECTURAL 190601_D13311 48061.11_D018C iB0601�ID78N SECTION SCALE IS WALL ELEVATION @ GRID LINE "Er SCREE 10 SECTION SCALE s ANCHORAGE HSS COL./BM. TO WALL SCALE 2 3/4"=1'-0" 2.0 1/81 20 3/4"-1'-0" 2-2X 1"=1'-C 2.0 / (2 3 4 C5 _ p 2DG-D 52 -0.._521-011 43.011 19'-5" Y MIN. FROM ]'-10" }— 32'-2" L Y-10" 42'-2" T. 2AND0 TBHROEADED 12'-6" 37 6• 32'-9' t �y1 RODS ®2016"O CN HORS ON261TE EL,iT N 2N0 FILE. - 2' - - _ _ _ - - VERIFY T/(E)WALL VERT (4/" EMBED) PER i^� TYP tt TMP REVIEWELj BURLINGAME dLDGD PA (E)OLT-UP _ EL-31-0 - •_._ --20 _-- �1 -- - _ //'' 1 __ ESP } - --, - L IT -C' - -`• - 5EL - - --TO,- —TOME _ _- - ` - - I _ --'__ (E)TILT-UP (N)CONC. 1 HSSBx8x/ VERIHED ON SITE (N)CDNC. 1 .HSS8x8x/ I 3 HSSBx8x1/ 20 TYP �- 3 TYP 20 REVIEWED BY DA1F (N)C12x20.] CONT.S �I WALL INFlLL WALL INFlLL W/2-% 0 THREADED RODS ® 160C HORIZ - 1 -' `Y. PER 10� 1 1 � PER (� e ttP IN I� 2 _p I x NP!Nz - 2 o TYP � r / x �(N)CONCAND 0 90C VERT 2 _Q 4 (IQOPNO, f1a 3 0 r ( O � f T � (x)oarvU. R O WALL INFlLL PER "sL (41/2 EMBED) PER WE TYP. r _ LI -- a _\ L-J N _ 1 E (N52N2 FLR. _ . V (N PNG. _ < (N)CONC. (N)CONL. WALL INFlLL PER 115 1 SS8x8x /4 (N)CONC. x WALL INFlLL PER 5L (KETONIC WALL INFlLL 5'-4 I, (NJMEfAL 1 PER s' ``EE ARC / SIDDS INFlLL H588x8x /4 nm x PER r WALL INFlLL 5• A 1 PER'S SEE ARC PTT RDB MFlLL H558xex / ao1 3/ " TY - 20 (IN METAL w m WALL INfILL PER 1e r �mo s�+o7j // .6Wl" '. c "y TYP, INFlLL PERSTUD�i L i N)iST FIR.%(E)SU�T/ " ..:. Y°C 3)0PNC I✓JL>'N¢30 N 1ST RRryD".c 4'-4"MA%. T E SEAB _.. .. 1 E)- SEE ARCH. e _ EL 0' 0" C. I I J� 5 4. I}y 6 -4" ES E AFCH EE ARCH WALL -I WALL INFlLL 6 15 16 11 8 6 NOTE: 1. CONTRACTOR TO VERIFY ADD INFORM ENGINEER IF THERE IS ANT WALL JOINTS LOCATED PER(1sL, �� __. _. _.- ___ _ -.-- z.o 2.o z.D z.o z.D 2.p WIRIIN 2'-0" OF ANY SIOE OF (N)OPNG. VERRIFY WALL OPENINGS FROM ARCHITECTURAL ttP' J)(P' 1U1A ttP' LETA TYP. 19060 RCC�17 N)OPNG. ON (E)CMU WALL (ELEVATION) SCALE WALL ELEVATION @ GRID LINE "B". SCALE t 1/4'-1 -0' 2.0 1/8--1'-0' 2.0 P S T U D 1 O a ch recur, . eng neeri :g v :;I 11/05/20 �iJ �5 6• ba J}q C 1 tGFGSL IIIINSA ,Bl= CO N SU LTII NG structural engineering W W W.KSPE NG DOM 3 ORCHARD ROAD SUITE SON. CREST GBB83D TI ON 3W 3970 E I INFOINKSINFNOCOM Profenname PUBLIC STORAGE TENANT IMPROVEMENT P1mea"I 1801 ADRIAN RD. BURLINGAME, CA aa", Public Storage, Inc. 701 Western Avenue Glendale, CA 91201 NO. REVISION DATE Da,Py"Lp2p SO% —PROGRESS & CUYSUBMITTAL 1st PC RSSubmadal tONS/2020 Addendum A 10/12QD2D Atlaendum B 1M312020 211a PCREN1bmIeal - 111➢NI g _ ENT /FAITHS-_AMFAICA py" snm Name SECTIONS AND DETAILS g: Ax DrSw, by xpoA cn er: .1 PP pnopext No- 190601 m.n No. S2.03 PRO Data DWAIJ 05 #5 VERT. 0 12"O.C. #5 HORIZ. IP 12"O.C.-T #5x3' 0"LG DOWELS ® 12"O C TYP. ® JAMBS PER I&TYP #5x3'-O'LG. DOWELS 0 12O.C. TYP, 0 HEADER PER e ttP. (E)CONC. TILT -UP WALL a. r S EDGE/(E)OPNG. 2-65 VERT. - FULL HT., TYP. �2-#5 CENTERED I IN+ l�- T _ VENT .OPNG L' -- 24" MIN. 16" L W L 40" 11 24" MIN. 2-#5 CENTERED NOTE: 1. DO NOT CONTINUE LINTEL BLOCKS BEYOND JAMB, 2. PROVIDE 90' BEND IF DEVELOPMENT EMBED NOT POSSIBLE. SCALE SILICONE SEAL BOTH SIDES, REO'D. CURD WALL SEE ARCFE. RAPID CONTROL JOINT, DWG. FOR FIRE RATED AFTER CONSTRUCTION IS COMPLETED TO MATCH MORTAR JOINT — WALLS AND JOINTS. SOX TYP. HORIZ REINF W/160I HOOK mm /g T0� 'r ENF. VERT. ES./JOINT (ALTRNATE), ttP.--I-\ III All TOP. SPACING 8" 4 4 8 ttP. SPACING , _ CARD WALL RAPID CONTROL JOINT, SEE ARGET. DWG. FOR FEE RATED J/e" TO 1/2" WALLS AND JOINTS. 50% TYR HiLFALl REINF, CONY. THIRD JOINT (ALTERNATE), TYP.� f-TYP. VERT. REINF. PER CB7 I x ttP. SPACING 0" 4" 4" 8" TYP. SPACING NOTES: I. SPACE JOINTS 0 25'-4"O.C. MAX. (SEE PLAN). NOTE: 2, DO NOT TERMINATE DIAPHRAGM CHORD REINFORCING AT WALL JOINT, SEE DETAILe 1. ADJUST LOCATION OF EPDXY DOWELS AS REQUIRED TO 3. JOINT SHALL BE CONTINUOUS WITHOUT INTERRUPTION FROM TOP OF FOOTING AVOID EXISTING TILT -UP WALL REINF TO TOP OF PARAPET, SEE ARCH. EXTERIOR ELEVATIONS FOR LOCATIONS. 4. ND CONTROL JOINT WITHIN 2'-B" MIN. OF OPENINGS, PIERS, CMU COLUMNS OR I90EOLU07Er EMBED PLATES U.N.O. 160623_U090A INC. WALL INFILL (SIDES &TOP) SCALE t5 WALL CONTROL JOINT SCALE 11 3.0 1 1/2--V-0' 31J 25'-4" MAX. WALL CONTROL JOINT FULL HEIGHT - WALL CONTROL JOINT FULL HEIGHT ttP- VERT. REINF. PER @ - TYP. All REINF., PER e Ell TP. EXE FACE/(E)CONC. 11A - TILT -UP WALL � 3.D TYP 6COT150 43 CONY. 11B TRACK W/6/e'0 THREADED �0 30 RODS 32"O.C. Le T/(E) OPNG. RODGI Y. ® HEADER _. ���...lYY���...l0 2ND FLR. ROOF LINE FINISH EACH SIDE - (ONE-STORY SLOG.) SEE ARCH,-- - - CONT. CHORD ( ^ REINF. PER @ + CMU BLK. WALL SOLID GROUTED- 4---j RWSOUD BLOKING ® /' 30 We. 48�0.1 Si 1ST PER. (Ni BILL- STUDS ® 16"0.0. -- T/FTC. T/WALL ISidYGflffl 60U LAP I6" I. LAPL166�0d�P® STEP LAIN. _OR A STEP .P CHORD BARS 1 SO 2,}_DOCIF SCALE DOOR/WINDOW J. --WALL JOINT. OPNG. - WHERE OCCURS 21/4" TYP. VERT. WALL REINF. A #3 CLOSED TIES 0 0'O.C. PLUS 4'-O" LL ABOVE/BELOW OPNG. JAMB REINF 0" NP. ttP.. W/S HOOK PER a ttP, SPA.REINF. W/STD. NOON: #4 VERT- eJAMBS WE. HOR12. REINF. #5 VERT. 0 16"O.C. - #4 HORIZ. ® TOP `EA. COURSE WITHIN "H" OMIT #4 HORIZ. WHERE CONT. CHORD REINF. OCCURS © ---#3 VERT. ® I6"O.Cj W/STD. HOOK BOY. LINTEL REINF UNTEL BLOCK LINTELS PER e NOTES 1. DO NOT CONTINUE UNTEL BLOCKS BEYOND JAMB. 2. PROVIDE 90' BEND IF DEVELOPMENT EMBED NOT POSSIBLE. 3. HORIZONTAL UNTEL REINFORCEMENT ERODED BE CONTINUOUS BETWEEN LINTELS WHERE JAMBS ARE LESS THAN 4LINTE 4. PROVIDE REQUIRED LINTEL REINF. C ALL MASONRY WALL OPENINGS OR BLOCK -OUTS WHERE REQUIRED FOR MECHANICAL, ELECTRICAL OR PLUMBING PENETRATIONS EXCEE)(Fdr, J03J 160623 '0 BOT. LINTEL REINF. PER GORED. 2ND FLR: SILICONE SEAL BOTH Di WALL RAPID CONTROL I A 9- - SIDE AFTER REQ'Q JOINT, SEE ARCHT. DWG. \ CONSTRUCTION IS I� FOR FIRERATED WALLS AND iT- -- \,' COW. CRUDE REINF. COMPLETED TO MATCH JOINTS. 1 MORTAR JOINT �� u TYP HERB. REINF Qx I MASONRY W/ SHE HOOK L— WALL JOINT I OPENINGS a. PER@ 4A —L ttP. VERY. REINF �FLR 0 PER@ RG FI. 2'-0_ I, WRAP BRUCE BAR I fl JAMB REINF PERe WA PLASTIC SLEEVE BOND 3-#4 WALL - &SCHEDULE GREASE TO PREVENT BONG DOWELS ewe J" �' ttP. LAP ttP. LAP 06"O.G ttP. PER ° E.S S-O"—FOR #5 DIAPHRAGM CHORD REINF-- 3'-0" OPENING WIDTH LINTEL DEPTH BOi. LINTEL JAMB WIDTH 3'-6"—FOR #6 DIAPHRAGM CHORD ROME. S-6" JAMB VERT. REINF. 4'-0"—FOR #Z DIAPHRAGM CHORD REINF S-0" el 1AF I REINF. D" A 7 4" & 5'-4" 2'-0" 2-#5 2'-0" 2-#5 0 16-OC. E.F. B J'-4" & S'-4" 2'-0" 2-#5 2'-0- 2-#5 0 15.00. E.F. C 10'-D" & 12' 0" 3'-4" 4-#5 3'-4" 5-#5 0 it E.F. ttf REI 1600%3 HOUS✓. SCALE 1 1/2"=1'-0" 6-O" MIN. _ h STEP 1 Al — -� VF. 24" MIN LAP SPLICE 9 19A SCP1E MASONRY LAP SPLICE, MIN. U.NO, DIAM. SINGLE LAVER DOUBLE LAVER #4 0" S lib 40" 54" #T NOTE: I 1. PROVIDE CLEAN OUTS FOR GROUT ARE MORE THAN 5'-0". __WEER TO MATCH VERT. REINF., ttP. 130uLDUieit SEE FOUNDATION PLW 9io0'. CJ::So 16:16' �= WlHunw+y: ,'•• 1L10En3_ DO bC to MTL STUDS INFILL SCALE 14 WALL CONTROL JOINT ELEVATION SCALE 10 TYP. CMU WALL HORIZ. REINF. LAP SPLICE SCALE 6 TYP. VERT. BAR SPLICE SCALE 2 3.0 1 1/2'=1'-0" 3.0 }/16"=1'-D" 3.0 3/4"=Y-D" 3.0 -P,ml".v+mme. 3/4--V-0" V33AIA 50OT150-43 W/0.157"0 HILTI POE 0 0"O.c., ESR-2268• Ni MTL. ENDS 0 16"O.C. r .N FACE/(E)CON0. ALT-UP WALL EDGE/(E)OPNG.—� EMBED. P QR ANGLE - />" MIN. ALL \ MIN. ALL AROUND BOLT, ttP. L" AROUND BOLT, ttP "C 13/4 " MIN. y 1 3/n" MIN. i 2" MAX. - 2" MAX. CORE DRILL _ CORE DRILL AT '/4'"0 AT S/4 0 Y 1/2" MIN. 1" EMBED. FT 1" MIN. OR ANGLE— / MIN. #4x2'-0" LG. OR illu 0" LG. OR HORIZ. REINF. CONY. HORIZ. REINF. GONi—. AT BOrvD BM., TYP. AT BOND BM., Pace. HEADED BOLT HEADED =0 RE: NOTES 1 THRU 3 RE: NOTES 4 THRU 6 CMU WALL BOLT OR STUD SIZE EFFECTIVE EMBEDMENT "L" MIN- SPACING 6" 1/2 0 41 e 6 % P 6. 3 Q"A V. 6. To" T/S"M C 7„ 12' 1•00 7' B" B� E� ry\tl 2-#5 CENTERED DJ' I ry ¢ 'u v v 1 - - �. E.S.2O.7 WHERE . WHERE _---- '�1 C , '" SEE PLAN 1 1 1 1 1 1 m r reareati— ai ate ate -- ate -- ii -ry-- 1 1 1 1 0 Sir 124 MIN. 1 160L el 1 24- Bull I VERT ECH. 1 1 1 1 1 1 1 1LL', 1 1 FULL HT 2725 TOP _ SPA � �T'P. All REINF EF. Ir���i r �la�-.�.In�-�•Ifsw INSIDE FACE TYP. VERT. REINF. E.F. 0. GM TRIP.. VERT ttPSPA F REINF. � � ttP. HORIZ. REIN IlY .SINGLE LAYER INSIDE FACE CMU VERTICAL HORIZONTAL MARK WALL REINF REINF. e" #5 a 111 #4 0 24"0.C. ttP. 8" #5 0 AVOC. #5 ® 16"O.C. STAIRS 0 EXTERIOR waLL S T U D 1 O architecture . engineering I '4L F .. C O N S U L T I N G structural engineering WWW.KSPENG. COM 23 RC ROAD, SMITE 200 LAME FOREST, CA BPWO 1 PED War 3970 E I INFARKSPENG COM Pnjett Name PUBLIC STORAGE TENANT IMPROVEMENT 1801 ADRIAN RD. BURLINGAME, CA 01 Public Storage, Inc 701 Western Avenue Glendale, CA 91201 NO. REVISION DATE 90%PROGRESS& CRV SUBMRTAL i08,,Gl _ Art PC RBSUbmlEel 10105R020 AV Addis m A tOB212020 Atltlentlum 6 2M PC Reaubnitlal 1113012020 ,tea 11NC20'N RE Bali — — gum 19� M VERRAS AWRINAMERIte w I meet Name SECTIONS & DETAILS Purr Mom: 6x W: "A Gutrtl at IS UP Project all 190601 SFM No. S3.01 Plot Date. 0,11.0S #12 SCREWS PER 36" WIDE SHEET 0 EA SUPPORT (SEE SCHI 3fi 1 -HIED PDF GAF CMu BLK . PER SOLED. CONN PATTERN TO SUPPORT WALL- VERCO PUNCHLOK VSC CONNECTONS, A t LEDGER SEE OR CON TYP EDGE W/ DECK PERPENDICULAR/1 SIDE SEAM 2UP --HILTI PFF MIN. ON BLK PER SCHED #12 SCREWS, I WALL SEE SCHED. +® LEDGER TOP TRACK TYP ��CE W/ DECK PARALLEL AT INTERIOR END LAP NOTES: 1. THE SELF-DRIWNG SCREWS MUST BE COMPLIANT WITH AM C1315 AND SHOULD BE SELECTED BASED ON ACTUAL SUBSTRATE THICKNESS. 2, SPECIAL INSPECTION OF ROOF DECK CONNECTION', REQUIRED. SEE S1 160623E101B MTL. DECK CONNECTION DETAILS SCALE 2D CONT ANGLE LEDGER 1/S' WIDEN 1"� 6-0.157°b NILTI DEEP PER 2 PDF(ESR-2289) MIN EA. SIDE (TOTAL 12) _ T SUB " & LESS a a HS514x6 16GA CLOSURE FL - SEE PLAN - I- 3/6 .- - --° SEE NOTE #1 2 3/1�ttP. i0P TRACK SPRINKLER PIPE SHEAR R1/x4x0'-71/2" I WHERE OCCURS AT EA STUD BM, COPE AND I _ DBL STUD/BFLJA PER PLAN PIPE SLEEVES, 11/ ^ URGER WELDED TO LEDGER AND HSS 2 (COPE AT LEDGER AS RECURRED) THAN SPRINKLER PIPE, CAULK AS REQ'0. WHERE OCCURS L4x4x1/4 LEDGER (SEE NOTE #4) d=51/2" MAXI 3-#5 COME. CHORD REINF - �� - B^ CMU BLK. WALL HSS BEAM 6 TOP TRACK PER e I II PLAN VIEW KEYS 2'-0' LONG DEPTH OF GONG. OVER DECK AT 4 -0-0 0 - - _ _ R1/4x4x0'-71/2" IB0604 Do43A sw DECK BELOW l • -_i, LOCATE JOINT AT LOW FLUTE NOTE 1. STAN REINFORCEMENT MUST BE CONTINUOUS THROUGH CONSTRUCTION JOIN, TOP 9 ; y7C "S" OR SPACING BETWEEN BEAT S 1A S `#4x4' 0" LG. DOWEL 0 12CO.C. W-BEAM OR MTL CENTERED ON C.J. STUD BEARING WALL W-BEAM OR MIL STUD BEARING WALL #4x4'-O" _G. DOWEL 0 12"O.C. V-04 MIN. rCENTERED ON C.J- W-BEAM OR MTL. W-BEAM STUD BEARING WALL 190C30 DO66C L4x4x1/q LLV CONT. ROOF LEDGER GAP. W/3-5/R 0 HEADED ANCHORS , I 9 3.0 IX INI 1/t 1/4" 4"A'2�3A TRACK/JOIST / CL WALL JOINT. a 10'-0"O.C.-J SEEe - T P. nP. 15 10 1'-4.. 1'-4.. 8. i3 1'-4.. (_4" TR. UU N TR U.N. I 9 4"x12GA ` L4x4x1/4 COST, ROOF LEDGER ttP. 3.0 TRACK/JOIST W/3-5/g"9:53/16"LG. STUDS QB;8"O.C. AT 0 f0'-0"O.C. JOISTS/TRACK & 1-5/R0 STUD. 0 18°O.C. IN SUNNI POP. U.N. 32" a M I -DOWELS O 24"U.S. COMPOSITE CONC. SLAB I. MT. DECK PARALLEL OR FL1/2x7xO'-7 PERPENDICULAR TO CMU I B0x53/16"LG USTOOD (SEE PEAK) STUDS 0 4"Q.C.­\ I CHORD REINF PER PUN METAL �f L4x4x 1/q CONT. FILM PDF \ W/3/a bx53/Q"LEA. PER DUDS O B GG TU cmu PER e 1. LAST CMU BLK. SHOULD BE CUT 41/,- FOR PLACEMENT OF REINFORCEMENT. 2. FOR DOWELS AND REBAR PLACEMENT IN FLOOR SUB AROUND STAIRCASE, SEE e. 19p601_0110C SECTION SCALE (N)eLOG. 6" GAPB (E)BLDGy E ARC FLOOR GAP COVER CMU WALL SEE ARCH'L. BEYOND - CONC" SIM. WALL 6 SIM. - BEYOND 3.0 T 1 \ I v 9• 4" MTL STUDS 0 E 30"O.C. I (UNPUNCHED) (N)8" CMU h BLK. WALL SHEAR WALL (SHALLOW \ VERCOR) MTL. PANEL PER 34SER�I3" (E)CONC._ SEPARATION SCHED- TILT-UP WALL NOTE: 1. DO NOT ATTACH R TO CONCRETE SV9. t906O1 _U099A SECTION SCALE 1 1/2•=1•-0• (Ni. B� (E)B ILDGy E ARC FUND. fi 3.0 -(E)CONC. IF WALL / I \ -e MIL STUDS 0 30"O.C. MAX. (UNPUNCHED) -SHEAR WALL (SHALLOW VERCOR) MTL. PANEL PER -3 I. SCHED. _SEPARATION iRO601_D098A SCALE 13 11/2"=Y-O° OR3C HSS PER PUN FL1/¢x3 WIDE x CONT W/5/e Px53/18"LG. STUDS O 16"O.C. 7% (4" AWAY EA. END,IYP.) ROOF MTL DECK'.` T CONC. EL -VARIES E4" #4 x 44" 11 HAIRPINS 0 16°0.G CMU EL=VARIES 8" CMU BLK. WALL W/2-#4 CONT.. AT TOP -- RI/2x3 WIDE x CONT 5 W1%"0x53,s LG STUDS 0 16b.C. 7/e" (4" AWAY EA END, LOOP.)- . ROOF MTL DECK CONC.__ EL -VARIES F FEE 4� VK #4 x 44" r HAIRPINS 0 16`O.C. CMU EL -VARIES 8" CMU BLK. WALL W/2-84 COW. TOP. 15 #5 REBARS- 3.0 ' SEE CHORD REINF. PLAN `I- W2- FORM LOCK UPPER FLUTE 7CMUBLNT LOWER FLUTE #4 COWELS F M1Vro THE Safl B:IERE OCCURS-, -#5 KEBABS SEE CHORD REINF. PLAN iUPPER Ft_uTE �BE 3 0 3 1 CONT CHORD CMU BLK. WALL u n J-71A FLUTE. 4CE COLO. SI) M. E.F. SPACING SCALE 1/V ACE COLO. SI) NT. E.F. SPACING DETAIL-1 I METAL (DECK ATTACHMENT SCHEDULE TIiN IKLIFT6 F RAFT IO FEE IAA LM. PFOF AlAI I. CI EPII DE E6K T, r i 5 e S - c I FRP. PAHA LLI 0 1 PF E E /' AWE To F ttT S.A,V io3/P ,i/E #12 ROOF HSB 36-SS 18 0306 0.314 0.333 SCREW`. _ 3fi/7/4r 6"O.C. SCREWS X-END PDF(6) NOTE'. °3617/4=36/7 M SVPPORS AT DECK FNUS AND. DECK END UPS + 36/4 AT INTEMPERATE SUPPORTS TO UECK, w�T/sue • T ; -------_-1_-- --- - .� Ni i 1. METAL DECK SHAMI BE HSB-SS LIFE ROOF DECK BY VERSO DECKING, INC. (IAPMO ER-0212, rARR 23759)CE -- 2. DECK LAYOUT SHALL PROVIDE SHEERS OF SUFFICIENT LENGTH TO CONTINUOUSLY SPAN AT LEAST LOWER FLUTE U FOUR SPANS. ENDS, SHALL TERMINATE OVER A SUPPORT PERPENDICULAR TO THE DECK SPAN. 3- DECK SIULL HAW! A MIN. OF 2" OWING AT AL SUPPORTING MEMBERS PERPENDICULAR TO DECK SPAN #4 DDY/EL$ FROM CMU BEM V AND 1a t' AT ALL MEMBERS FARAMEL TO DECK SPAN, CARD OF SHEET MUST BE WPM A MINIMUM 2 INTO THE SL4B WHERE OCCURS A SDI RECOGNIZED #12 OR #14 SCREWS TG SUPPOLNS ARE LMIM TO BUILDEx, COCOA WEIR OR SIMPSON STRONG HE SCE WITH A MINIMUM SUBSTRATE THICKNESS OF DOZENS". DECK PANEL SIDE SEAMS (SIDE E 3 _ IAPSj MAY BE CIINNECTED WITH GENERIC SELF -DRILLING 010 SCREWS. 5. DO NOT SUSPEND CMUNGS, PIPING, EIGHT TEXTURES. CONDUTS OR OTHER OLDER DIRECTLY FROM DECK. DETAIL-2 6. HILT FRS °x-ENP19L15 PER M-2197 HARR-25296) SMlli BE USED IN I OF 112 SCREWS FOR CONNECTION OF DECK TO STEEL LID n AT PERIMETER OF, BLDG ISU611_DOSCS METAL DECK ATTACHEMENT SCHEDULE SCALE. 4 - #4 DOWELS FROM CMU BENT INTO THE SLAB WHERE OCCURS a #5 REBARS I 0 SEE CHORD MINE. FLAN I WERE RATE _ T SLAB 140A.x5'x10 EA c SIDE W/12- #12 - S. -aoosl zsRAC TOP \ plLai - _•__ �A 1 & SOT TRACK #5 RE IS SEE CHORD MINE. PLAN -#4 DOWELS FROM CMU GENT 5 + INTO THE SLA3 WHERE OCCURSF-- _ - �ii + + T2-8005200-6G 2-6^ MIN + / OVERLAP SALE ++1 - NOTE: + 1. FOR MORE INFORMATION SEE DETAIL 1 & 2. /L DETAIL-3 I rA A=A INSTRUCTION FOR DOWELS, REHABS (DRAGS OR CHORDS) PLACEMENT IN FILLED CONC. SUB MTL. DECK FLOOR ADJACENT MASONRY REINFORCED SHEAR WALLS AROUND STAIRCASE AND ELEVATOR SHAFT. B B CLIP L11/2x11/2x14 GA.x STUD -I 1. DECK RUNNING PERPENDICULAR TO CMU: WIDTH W/3-#12 SCREWS EA LEG, A. DOWELS FROM CMU BEM INTO THE SLAB SHOULD BE PLACED OVER LOWER FLUTES, SEE DETAIL-L B. REBARS IN SLAB (DRAGS OR CHORDS PARALLEL TO CMU) SHOULD BE PLACED OVER UPPER ROTE, SEE DETAIL-L 400T125-54 2. DECK RUNNING PARALLEL TO CMU: FULL I A. DOWELS FROM CMU BEM INTO THE SLAB SHOULD BE PLACED OVER UPPER FLUTE, SEE DETAIL-2 B. REBARS IN SLAB (DRAGS OR CHORDS) SHOULD BE PLACED IN THE DEPTH 2-40OS200-68 BETWEEN LOWER FLTTE AND UPPER FLUTE, SEE DETAIL-2 FULL HT 3. WHEN DECK RUNNING PARALLEL AND PERPENDICULAR SIMULTANEOUSLY IN A SAME FACE OF CMU, DRAGS AND CHORDS SHOULD HAVE MINIUM 2'-6" OVERLAP SPLICE AT THE LINE OF DECK ROTATION, SEE DETAIL-3. B-B - #12 0 8"O.C. EA. SIDE 4. ALL RELEVANT DETAILS SHOULD BE ADJUSTED AND MATCHED WITH ABOVE DESIGNATIONS. (FROM BASE TO THE BOTTOM OF W® PLATE) 19,i6s0 DUSKA 19O53C 9w3A - BACK OF LEDGER/ FACE OF WALL, FOR. 3-#5 COW. CHORD HILTI PDF PER @(NOTE #6) REINF. FOR SPLICE. SEE e&e MTL DECK T/LEDGER B) -L4x4x1/q CONT. LEDGER • W/%"0x5C/jR"LGc SNOS 0. 15^O C, SEE 6T'i -BACK OF LEDGER/ • FACE OF WALL, GAP. 3-#5 CONT. CHORD HIM PDF PER@(NOTE #6) REINF., FOR SPUCE, SEEe&e-. - MTL DECK T/tEDGER J - L4x4x1/q COW. LEDGER W/5/80x53/16-LG. STUDS 0 16"O.C., TOP. U.N.O., SEE@T)i ' 1`JG5'< r, ,FCA INT. LEDGER TO CMU SCALE 6 8" CMU IWALL-- p HILT PDF PER COMPOSITE CONC. SUB 5" MITI T GONG 21/q" CLR. � • I T LEDGER r -CONT. MINE. PER MTL DO 32 F RR. CHORD PLAN PARALLE #4xi6"�DOWELS WHERE OCCURS. PERPENL TO CMU L4x4x1/4 COST. PLAN) • W/3a"Ox53/8 LG. STUDS 0 S"O.C. O CMU PERT �. 3-#5 CORE �i�/ CHORD SENT. FOR SPUCE. SEE e&e #4 DOWELS- E,¢ NOTE: 1. FOR DOWELS AND REPAIR PLACEMENT IN FLOOR SLAB AROUND STAIRCASE AND ELEVATOR SHAFT SEE e 19(1601_DE DNC. SLAB TO CMU SCALE 1 1/2°=V-0' 3-#5 CONT. CHORD _ REINF. FOR SPLICE jL SEEeAN_( I� -I COW. LEDGER, i "W2" FLOOR DECK PER Q - kDOT3DD-97 COW. TRACK 0 10'-0"O.C. CMU BLK. WALL COPE FLANGES AS REO'D. W/3-#12 MIN. TO END STUD U. SIDE r- MTL STUDS 0 30°O.C. END STUD PER e COPE FLANGES AS REVS. NOTES: 1. REFER TO DETAIJ& FOR ADDITIONAL INFORMATION 2. STUD TO BE FULL HEIGHT AND FLUSH UNDERSIDE OF TRACK, SCALE 1"=1 METAL DECK ATTACHMENT SCHEDULE A. iACHNENi TO SIDC lAl' £FCTION PROPERTIES aI1PPOR .. ATTACHMFN'T II P L'I: L 4ti - n ` _ IS p:F=- -1EL -HENPACIAG E - PE IPP<. -p 10 iL 1/f --/I1 DUN 9Fd( n� ATTACHMENT TO LIGHT GAUGE METAL FRAMING C= bxd- 4000 PSI WWESSE .0 2N0 FIR. 18 0.564 0.471 0.481 LTWT. 41/2" WELDED 36/4 6'O.C. IB°O.C. CONK. WIRE ESE#@fffi St#A11K FABRIC ATTACHMENT TO STRUCTURAL STEEL MEMBERS Fc= 99Do PSI W20xW2'U X-FNP 12 1112 - 18 0.564 OA71 0.481 LTAN. 41/2 WEED PDF 36/4 6"OC, 18"OR CPYG WERE (6) FABRIC WIRE MESH COMPOSITE CONE SLAB NOTES ` W2-SS FORMLOCK MTL. DECK 1. METAL DECK SHALL BE Y/2-SS° FORMLOK BY VERCO DECKING, INC. (Vidi ES-0217). 2. SDI RECOGNIZED #12 SCREWS TO SUPPORTS ARE UMRED TO BUILDER. ELCO, HILL OR SIMPSON STRONG -TIE SCREWS WITH A MINIMUM SUBSTRATE THICKNESS OF C.0358^. 3. #12-14 SCREWSSHALL BE SELF DRILLING WITH HEX WASHER OR HIGH HEX WASHER HEAD STYLES WITH MINIMUM DIAMETER OF 0.216", MINIMUM WASHER HEAD DIAMETER OF 0.31" AND THICKNESS OF DOI IN COMPLIANCE WITH ASTM C1513. 4. THE SCREWS MUST BE INSTALLED PERPENDICULAR TO THE WORK SURFACE USING A VARWBLE SPEED SCREW DRIVING TOOL SET TO NOT EXCEED 2500 RPM. 5. THE SCREW MUST PENETRATE hIROUGH THE SUPPORTING STEEL WITH A MINIMUM OF THREE THREADS PROTRUDING PAST THE BACKSIDE OF THE SUPPORTING STEEL. 6. HILL PINS 'X-ENP19L15" PER ESR-2197 SHALL BE USED IN UEU OF #12 SCREWS FOR CONNECTION OF DECK TO STEEL HEDGERS AT PERIMETER OF BLOC. OPTION -USE ELCO I1 #12, WITH POINT TYPE 5 (TEK 5) ESR-329a. 7. SINGLE SPAN REQUIRES SHORING 0 SPANS GREATER THAN W-5ft S. LOCATE PLUMBING, MECHANICAL AND ELECTRICAL CONDUITS PENETRATIONS AT CENTER OF HIGH RIB OF DECK ONLY. FOR FLOOR PENETRATIONS GREATER THAN 6"d CONSULT ENGINEER. 9. EXPOSURE OF WIRE MESH ARE NOT ALLOWED, LOW. Ir I- _ COMPOSITE SLAB SECTION SCALE 1 1"=1'-O" ED S T U D 1 O architecture nqu ry G I MI 11/05/20 �RppFF53.vM. I i apON "F 1 • A tr �92f"DfCNFO" INGINUR C O N S U L T I N G structural sngirusaring WWW KSPENG.CCM'. EM CHARD ROM 9UIIE 200 LAKE FOREST G92 B999fl9 A910 E NFY�N6PEVGCCM WEBB Nang PUBLIC STORAGE TENANT IMPROVEMENT PmTett Admem 1801 ADRIAN RD. BURLINGAME, CA D.nar Public Storage, Inc 701 Western Avenue Glendale, CA 91201 NO. REVISION DATE -90%PROGRESS& OSEEMER 20 CRY SUBMnTAL 1s1 PC Resubm'Mal 10NSI2S20 LAddendUrn A IWIM020 \ A4dmdum B tOL10I1020 2nd P1?jiRDk5 111041 E 1D00EP - h1ENl az; R 1EwED 6Y in„�x?): uun ElNH IMY0gM1 NO' 15 ZP TIPdSHOA>NMAI linen Name SECTIONS & DETAILS wLmW.: Dr,.r,IO: exaxeelr K xx/D, x KSP ProleK No. 190601 S6em No. S3.02 PICK Dale: 2020 PER STUD/BEAM PER PLAN /4 S11,FPL3/8- .H TOP 1/4 2" MIN, & BOT, SCREWS PER SCR SCHED N'-BEAM -- � HSS5x4x1/4 CUT TO 3 FIT BETWEEN BEAM 1YP\F/t6 FLANGES NIIIIIa^tf 12GAx1'-2" W. HCR. TO HSS W/2-ROWS OF 6-0.157"0 HIM POP 0 21O.C. (ESR-2269) 15060. C1agA #12 SCREWS PER SCHED DBL. BM. DBL. JAMB POST PER e - - - - - - 8' CMU BLK WALL - OR CONC.WALL BASEMENT, SEE PLAN , .\ MTL PANEL -- �CONT. TOP TRACK ABOVE END STUD W/C 157"0 HILT: POP 0 1 o'OG. DBL BM /LINTEL --2Jx3x12GA. CUP W/#12 PER ESR 2269 COPE AT TOP & 4 SCREWS EA. LEG PER (URR-25675). BOTH. FLANGE SCHED PER PLAN 8" CMU BLK. WALL- AS OR CONN. WOL_ BASEMENT, SEE PIANf PLAN A LL CONE. TOP TRACK, TYP, r L3x3xl2GA. CLIP W/#12 MTL. PANEL --- SCREWS DU LEG PER +r SCHED END STUD W /0.157"4 Q +a DBL. BM LINTEL HILTI PDT 0 16"O.C. ' PER PI PER MR-2269 (IARR-25675) - - - - - V DBL POST -- SECTION 1606,1I_J158A AM TO REAM SCALE 1 b STUD WALL TO CMU I DBL MTL STUDS BEAM - 2-HSS2x2x1/4AO'-4 0 'Lill TOP TRACK. 'COPE n� FIAFORD AT LEDGER BOCK -TO -BACK: N ® M X AWAY JAMB STUDS BOT. TRACK z 1111 M CK COMPOSITE SLOB -- Z _ 1- - - ----- 12-#12 SCREWS 4 SPA. --- r _® me ® _ -- r+ + - - - ` /"E / " " 12GAx2'-41LG. HARDER - +I+ + \/ W/4-3/q 0 THREADED 15 + III ♦ ANGLE LEDGER, PER AND RODS 0 8"O.C, PER OR O 0 CONE. WALL, A LINTEL BEAM, 3-#5 CONT. CHORD "HSB" MTL. DECK W/#12 e0 WHERE OCCURS SEE PLAN - TOP TRACK W/4-#12 REINF. FOR SPUCE SCREWS TO TRACK PER e 71 BACK-TO-BACK JAMB STUDS --- COMPOSITE SLAB l B 1 T+++ I+ +11 I LINTEL BEAM. / SEE PLAN BACK-TO-BAC'� JAMB STUDS EDGE/DUCT BRING.� O ROME SORT. FORM CLOSURE REUR W/112 N 2-#12 SCREWS 0 0'0 C. EDGE/DUCT BRING. �1 CBS LURE. COAT. EDGEE� FORM CLOSURE WA2" RETURN 2-#12 SCREWS 0 60O.C.- SOOS250-66. TYR. ALL FRMG. AT PERIMETER/DUCTS OPNGS., TYP. TOP 1/, MAX TRACK- = R`E/ lCA S250-68, COPE TOP FIANCE s REO'0 * 24" L "C L 60" SCREWS TO HSS SEEQAND a® - on #12 SCREWS q EA. S1DE 13 PER SCHED. - _ REMOVE 4" SQ./MR.DECK UNDER JAMB ABOVE _ - - - - -'�( F iLr � 4OOS350-97, TYP. - . - 400T300-W COW. CLOSURE PLATE AS REQ'D. )/4 TRACK 0 10'-0"O.C. 0" CMU BLK. WALL MA%. COPE FLANGES AS REO'D. BOT. TRACK 8" LINTEL PER (I TOP TRACK TOP TRACK TO TOP TRACK #12 SOI SEE SCI 0 FL00 #12 SIDE 100640_D073A SEE SCE COMPOSITE CORD. 5LAB DECK 80OS250-68 / CORP. SLAB W2 DECK - 80GS250-68 90648_UC SCALE 1 1/2"=1' 0' -:-I-=BEARING MTL. STUD wAus L1 TillI CLIP L3x3x12GA. W/6-#12 SCREWS EA. LEG, TYP. 18A ttP. 0 ROOF 12GA CONT. TOP TRACK W/2-#12 SCREWS E.S. /POST - BACK-TO-BACK MTL STUDS/POST, SEE SCHED. AND ® #12 SCREWS, SEE SCHEDULEe. 0 ROOF 12GA. COST. TOP TRACK BACK-TO-BACK MTL B1UD5/POST. BEYOND, SEE SCHED. AND - COPE END AS PETIT. W/DOUBLE STUDS ---MTL. POST PER PLAN DOUBLE MTL. BEAM, SEE PU._ PEReNO HOLD LEDGER BACK FOR ATTACHMENT OF LINTEL DB SCALE � 15 L BEAM TO CMU -MTL. DECK 0 FLOOR PER@ -MIL. DECK 0 F (N)BLDG. PERa CONC. SLAB (ONLY L2x2o-16GA.x0'-21/2 LO W/2-#12 SCREWS EACH LEG METAL "U' PANEL - 'I ANCHORAGE STUD A0 STUDS, 4005200IST 0 6FRIMI 0 30"O.C, (1ST & 2ND FUR.) 0 RR FRMG. SEE PLAN I I 40D 0 -5 4005200-Sh 0 120"O.C. ' TYR 0 BEG lift. FPRO. MTL STUD/POSTS. (U l� (UNPUNCHED) V ( 11 - 250S137-33 CONT. (UNPUNCHED) ' iI - - L BRIDGING W 2-#12 SCREWS EA 2-#l2 SCREWS ( MTL PANEL PER STUD PER i PLAN AND SCHED. 3-250S137-33 BRIDGING 0 1ST FLOOR I it �6/6" MR. PANELS I 1-2505137-33 BRIDGING 0 2NDFLOOR i NOT DESIGNED BY KEEP ) W/2-#12 SCREWS TO ANCHORAGE STUD -- AT EA. SIDE/CORRIDOR, WHERE OCCURS NOTE: 3-250S137-33 BRIDGING 0 EST FLOOR 1-25OS137-W BRIDGING 0 2ND FLOOR W/2-#12 SCHEMES TO ANCHORAGE STUD 1906CI D065B CENTER/SN0 'HSB" ROOF DECK 0" MR. T/C-BFAbf MR TRACK I/4. �_ 400T300-97 EL= TOP TRACK TOP TRACK r 8" CMU BLK. WALL OR CORD. WALL 0 BASEMENT 2-#10 SCREWS SLUG STRAP TIE, EA. SIDE/TFACK AS OCCURS, SEE PLAN CHI ES. TRACK TO CENTERED ON SPUCE I STUD (4 TOTAL) 401 MTL - . STUDS 0 5'-0"O.C. (UNPUNCHED) 2ND FLOOR) PER I COMPOSITE - #12 SCREWS 0 CORC. CONC. SLAB TO TOP TRACK #12 SCREWS r0 12"CC. TY1 STUD/BEAM. W/#12 TOP TRACK (UNPUNCHED) SCREWS TO EA: STUD, TOR300-97 COAT. EA. ENO, SEE SCHED. SEE NOTE #1 #12 SCREWS FOR QUANTITY PER EA SIDE OF CONN., SEE SCHESHEAR WALL SHALLOW D. VERCOR) MTL, PANEL PER SCHED. CONO SLAB (ONLY 2ND NOTE: & 3RD FLOORS) L GAP BETWEEN MTL STUDS AND TRACKS (TOP AND BUL) IS NOT RECOMMENDED. EA. SIDE EEWS TO EA, END, SEE SCHED, METAL STUD SCHEDULE FRAMING LINTEL BEAM MEMBERS EA. SIDE/POST JAMB/ POST (BACK-TO-BACK STUDS: BEAM TO POST ES, CONNECTION LOCATION SPAN MI FILE, 5'-0" DBL, 80OS250-68 (B1.1) 2-40OS200-97 (A) 6-#12 10'-0' DBL, 120OS250-97 (BL2) 2-40OS200-97 (J1) 10-#12 L02N�� 6'-0" DBL 6WS250-BB (BI 2-,EO 5 00-68 (J2) 4-#12 5'-0"SOL 8005250-68 (BI 1-4005250-68 (S2) 4-#12 10,-0" DBL B005250-68 (B2.3) 2-4DD5200-68 (J2) 4-#12 8-#12 SCREWS NP ���`111,"'"` TYP. EA. CONK. NOTE 1. POST/STUDS SHOULD BE UNPUNCHED TYE. 190646 D0757 2. SEE SHEET S3.09 (LOCKERS AT 3RD FL001 SCALE 17 BEAMS TO POST CONNECTION 3/81 3.0 COMPOSITE CONI SLAB SHEAR WALL (SHALLOW VERCOR) MTL PANEL PER SCHED.- NOTE: 1, GAP BETWEEN MTL STUDS AND TRACKS (TOP AND SOT.) 190601 ]0640 IS NOT RECOMMENDED. SCALE 13 MIL. STUD POSTS TO SLAB (li :MU BLK, WALL SCALE 1. 1._D,. < #12 SCREWS W/36/4 PATTERN TO TOP TRACK, SEE SCHED. \ TOP TRACK 4OCT300-97 COAT, 4" LDL POSTES 0 301 (UNPUNCHED) SEE NOTE #1 MARK SIMPSON STRAP -TIES TOTAL FASTENERS EA. SIDE TRACK CAPACITY, LES A "ST2215" 10-#10 SCREWS 3650 B 'HSR12" 12-#10 SCREWS 5420 C "ST6236" 18-#10 SCREWS 7520 D "MSTI2fi 22-#10 SCREWS 10050 TRACK SPLICE DETAIL (ROOF) SCALE " 7 11/2=1-0 3- 13 BENT PL5x5x20GA COAT. '1` �W/%-O 0 24"O.C. PER SEE NOTES 2-#5 CONT. 0 6"O.C. CHORD REINF. FCOMPOSITE CONC, SLAG 16GA COAT. EDGE - CLOSURE W/1/2" RETURN • •. " 16G0k END CLOSURE TYP, TOP TRACK (UNPUNCHED) 400T300-97 COW. (E)CONC. TILT -UP WALL-- , 4" MTLSTU STUDS 0 30"O.C. MAX. (UNPUNCHED) SHEAR WALL ($HALLOW - PEROOR) MR. PANEL NOTES: 1. DO NOT ATTACH PL TO CONCRETE SLAB 2. STOP AT CORRIDORS (2ND FLOOR) SEE ARCH. ?06D" D.. yri SCALE l0 PERIMETER MTL. STUD DETAIL 1 1/Y_T'-a' 3.0 SCALE 4 ! 11/2-V-0" 3A 1 CONC, SIAS CONT. TOP ,II SELF-DRIWNG TRACK ISCREWS SAUCE SECTION -- --AVOID BUMPS OVER TRACK BY 4C05300-97x1'-D'LG. SCREWING FROM UNDER OR BY SCREWING THROUGH FLOOR DECK CONT. TOP TRACK I FT • SPUCE SECTION BENT fl 12G4 '3` W/6-012 DRILL SCREWS EL - 2-#12 SIDE EA. FACE & 4-#12 DRILL SCREWS EA. STUD SCREWS EA. SIDE TOP FLANGE 4/2" EA, SIDE, TYR.. (32 5CREWS TOTAL) _. ! L/ SPLICE MTL. STUDS, EYE. PER PLAN POINT L=STUD SPACING PER PIANS -OP TRACK SPLICE (FLOORS) SGLE 3 MTL. "U" PANEL 4" MTL POSTS 0 61 W/#12 SCREWS 0 (UNPUNCHED), SEE NOTE #1 6"O.C. TO EA STUD - -SOT. TRACK OOT200-54 COMPOSITE (UNPUNCHED) COW. WV%0 SCREW CONS, SLAB ANCHORS 0 36"/24"O.C. SEQUENTIAL SPACING PER e 1 SEE NOTE #1 2-#12 SCREWS �/ #12 SCREWS W/36/4 0 i"O.C. EA. SIDE PATTERN TO TOP TRACK, EE SCHED. TOP TRACK (UNPUNCHED) 400T300-97 COAT. SEE NOTE #1 - MTL "U" PANEL W/#12 SCREWS 0 6,01 TO EA. SFUD MTL POSIES 0 30"Q.0 ., (U NPUrvcHED) SEE NOTE #t NOTE: L11.11AIPI, 1, GAP BETWEEN MTL STUDS AND TRICKS (TOP AND BUT.) IS NOT RECOMMENDED. iunac. rn .n.. =(F 5/6" MTL PANELS NOT DESIGNED BY KSP AT EA, SIDE/CORRIDOR. II WHERE OCCURS SHEAR WALL (SHALLOW - - 25OS137-33 CONT. (UNPUNCHED) MTL. PANEL BRIDGING W/2 SCREWS TO _ - c= r_ PER SCHED.-- PER EA, STUD PER SIM. � 1 MTL. "U" PANEL - 4- AR . POSTS (UNPUNCHED) W/#12 SCREWS 0 I #12 SCREWS W/36/4 30" O.C. MAX. COCO, TO EA. STUD. PATTERN TO TOP TRACK,0 SEE SCHED. 4001200-68 COW. (UNPUNCHED) BOT. TRACK W/1/2E0 WEDGE ANCHORS 0 30"0.C. PERI TNO GAP ELM. MTL. STUDS AND TRACK -4" MIL. POSTES 0 3GO.C., (N)CONC. STAB- CONS. SLAB- (UNPUNCHED SEE NOTE #1 ) --2-#12 SCREWS E.S. 0. %"O.C. TYP. STUD TO TRACK (E)CONC- SLAB 190601 _D112A .CAIE 150601D111A 11/2-1' 0' vleweo ev __ DA' - %" MTL PANELS NOT DESIGNED BY KSP AT EA. SIDE/CORRIDOR, WHERE OCCURS II 1L-- 25OS137-33 COW. (UNPUNCHED) BRIDGING W/2-#-12 SCREWS TO EA STUD PER MR. POSTS (UNPUNCHED) -4" a 3W O.C. MAX. -400T2OO_W COW. (UNPUNCHED) HOT. TRACK w/1/2's WEDGE ANCHORS 0 PER / NO GAP BI MR. MUDSAND TRACK MR. SCREW 0 1"O.C. �2-#12 EA, FLANGE, TYP. 19D6Duo56A SCALE I 1 I/Y=1'-0' 35. S T U D 1 O arc er nq F 31 I MINOR C O N S U L T I',N G structural engineering W W W.KSPENG.COM ss�oR�TRO reoaD�wll�aaD T 9d9 xD en,0 EImEO�N9RF-N.'i.COM EPURPNI PUBLIC STORAGE TENANT IMPROVEMENT Pnlea Addres 1801 ADRIAN RD. BURLINGAME, CA Owne, Public Storage, Inc 701 Western Avenue Glendale, CA 91201 NO. REVISION 90% PROGRESSB CRY SUBMITTAL DATE 66NO2020 10A)a2920 10I12I2020 RA Pc ResDdmlpal n L\ Mdendum A Addendum B IOWEDD t- ®2ntl PC ReenbIlm 11NIY102T - l81. INC N[}' 1 9 vn1 9 2n _ 119aJv�A I name SECTIONS & DETAILS KK EVIL MI D,a"E KVDA en«kedlry. R YSPNvIm Nm 190601 Snm No. S3.03 MADAM: IR61IM SEPARATION 3' - BEARING STUDS '-4- BELOW (E)OONC. WALL I� 0 VO.C. '-D" 2-#5 3"O.G, AT CORNERS - - -1�- �A 00 00 he 00 2"cLR. 24"MAX. 2-#5x4'-O'LG., ® 3"O.C. TIP ® EA, CORNERS 3 GAP, WP' III AROUND ® CL OF EA. LOWER 1 FLUTE BEYOND BRING., TP. AIAL TO WEB OLUMN AS OCCUR c S OCCURS BEAM/BEARING \ WALL BELOW -�3 `�- HS53xlt/px+/e -WEB of DECK(LLV) PLACED BELOW NOTES: MTL DECK 1. IF THE OPENING OR GROUP OF OPENING OCCURS IN ONE DECKING UNIT, THE OPENING OR OPENING GROUP MAY BE CUT PRIOR TO POURING OF CONCRETE. 2, IF, AS SHOWN IN THE DETAIL ABOVE, THE OPENING OR OPENING GROUP CUTS THROUGH TWO DECKING UNITS, THE DECKING SHALE NOT BE CUT UNTIL CONCRETE HAS BEEN PLACED AND CURED. AT THE TIME OF POURING. SUITABLE SLEEVES OR BULKHEADS SHALL BE PLACED AROUND THE OPENING. 3. ADD REBAR AT CORNERS OF OPENING. 4. WHEN THE MAXIMUM DIMENSION OF AN OPENING OR OPENING GROUP EXCEEDS 24". PLACE HEADER BEAM AROUND OPENING. 190501_LITDIF DECK BLOCK OUT DETAIL SCALE t9 w'% �� swim AAA. TO cUT WEB tJar NOTES: 1. DO NOT CUT MORE THAN 2 ADJACENT WEBS. 2. HOLES LESS THAN 6" IN DIAMETER AND CUTTING NO MORE THAN i WEB NEED NO REINFORCING, 3. ANGLES SHALL BE PLACED BELOW DECK, 4. IF DIMENSION "A" IS GREATER THAN 4DI. 4D2 OR 32" WHICHEVER IS LARGER THEN THERE IS NO RESTRICTION ON DIMENSION "B". 5. IF DIMENSION S" IS GREATER THAN 401, 402 OR 32• WHICHEVER IS URGER THEN THERE IS NO RESTRICTON ON DIMENSION 'A . 6. IF DIMENSIONS "A" AND "B" ARE LESS THAN 4D1, 40, OR 32". WHICHEVER IS LARGER, THE OPENING GROUP WILL BE CONSIDERED AS A SINGLE HOLE. AND MUST BE REINFORCED AS REQUIRED FOR THE URGER OPENING PER 1000T DECK SLEEVE DETAIL SCALE 1 112" DDL BM./LINTEL COPE AT TOP & ROTE FLANGE PER PLAN - 'ER e 5-#5 CONT. W 60 O.C. CHORD REINI W16x PER PLAN J 1 BENT I G PERe SHEAR Pi ES. AND BOLTS PER - ISO She PER PLAN 190F.T-L, 5A E 1' C SHE AND CAP BENT FL20 GA. COW. PER eSIM. CLOSURE W/ RETURN LT -UP WALL 1•-3.. V� MEMBER CONNECTION SHEAR PUTS WELD NO. OF A325N BOLTS Wine & SMALLER 2 - 7/WAS 1/4 /16 MI 3 - 7/8 0 t/4 3/16 W14x & Wi6x 4 _ J/0 0 1/4 y/tb W18x 5 - 7/e"0 % 1/4 W21 x 6 - J/a P % +/a W24x 7 - 7/8-0 1/2 T/4 w27x B - 7/8-0 W30X 9 - 7/e"933X W36x & 10 _ 7/0 .0 1/2 1/4 E -O 5 SCAL 4-INTERNAL COLUMN LOCATER PLATES WEDDED TO CAP PLATE (OPTIONAL) FINISH-) COLUMN END SURFACE 1 PL I" l'HICK TIP. WP - SEE NOTE #3 III COLUMN jr NOTE #j ee SEE #3 o--- a NOTES: � 1. EITHER DETAIL O OR \J MAY BE USED AT CONTRACTOR'S OPTION. 2. COLUMN SPLICES MAY BE SHOP WELDED AT CONTRACTOR'S OPTION. SEE ELEVATION FOR SPLICE LOCATIONS. 3. PROVIDE WELD 3 SIDES WHEN COLUMN IS INSTALLED AGAINST THE WALL AT 12A, 4. UPPER AND LOWER COLUMN ARE THE SAME WIDTH. 1906D1 D103e HSS BM WAS. . ttP. 3 SIDES TUP 1/ I HSS COI I I I I CA) HSS \- l NOTES: 1. CONNNECTION DETAILS WITH RESPECT TO EDGE DISTANCES, BOLT SPACINGS, HOLE SIZES, ETC. SHALL CONFORM TO THE AMERICAN INSTITUTE OF STEEL CONSTRUCTION (AISC) MANUAL" OF STEEL CONSTRUCTION", LATEST EDITION. 2. WORK THIS SCHEOULE WITH ALL CONNECTION DETAILS, U.N. 3. SHORT SLOTTED HORIZONTALLY OR STANDARD HOLES MAY BE USED AT SHEAR PLATE. '7062J_OO71A 14 TVA. STEEL CONNECTION SCALE .0 1 1/2"=V-0" HSS COL HSS COL '1-7 WHERE OCCURS Ry/a WHERE OCCURS I (. Ry/4 ROOF DECK 2-#12 SCREWS I `- #12 SCREWS TO TOP ® 1"D.C. EA. SIDE-- TRACK, SEE SCHED .®', TOP TRACK 40OT300-97 (UNPDNGHED) - 40OS250-54 POSTS SEE NOTE #1 V-01O.C. (UNPUNISHED) SEE NOTE #1 MIT. "U" PANEL W/#12 SCREWS ® -�- BRIDGING PER °® 6"OA. TO EA. STUD hyL 1I II 5/¢¢m MTL. PANELS V` \`SIDE/CORRIDOR, EDDry KSP HERE T EPE i NOTE 9. GAP BETWEEN MTL STUDS AND TRACKS (TOP AND; BOT) 15 NOT PERMITTED 180617_D0766 MTL STUD POSTS TO ROOF DECK SCALE / SHEAR WALL MTL PANEL. PER SCHED, I #12 SCREWS TO MATCH SHEAR WALL EDGE T TYPICAL. MR. STUD PATTERN SPACING. ttP. SEE SCHED. - \ a SHEAR WALL MTL. PANEL LIB R12 SCREWS TO MATCH PER SCHED. r-1 SHEAR WALL EDGE 1, PATTERN SPACING. FOR. SEE SCHED. - 11JR'SINS CAL MINE, STUDS BELOW SHEAR WALL MIT, PANEL, TRACK CONT. W/4-#12 PER SCHED.-- (CLIP TRACK SHEAR WALL MTL PANEL IGES AS REQUIRED AT PER SCHED. _RSECTION AND OVERLAY)) -a � I N SCALE J SHEAR WALL DETAIL / HSS COL.-h.f 1a WHERE OCCURS TYP. SHEAR WALL MTL PANEL, BRG. Ry/4--- - PER SCHED. - W-BEAM Per. /6 #12 SCREWS TO MATCH SHEAR WALL EDGE STUD/BEAM EA SIDE- PATTERN SPACING, ttP. BEE SCHED- _L' - - SHEAR WALL MI PANEL, PER BONED. ASS COL.- #12 SCREWS PER _- HSS & 9 TLE E.S./HSS '/4. +, TYP. /, NP. y BRG PL3/4- SHEAR R AND BOLTS PER 12GAA -2" LG. HICK TO HSS W/2-ROWS OF 6-0.157T6 HILT PDF 0 2"OL. AND 1" FROM END TO. HSS (ESR-2269) SHEAR WALL MTL. PANEL PER SCHED,- -- SHEAR WALL MTL PANEL. PER SCHED.----' SOL BACK TO BACK STUD/POST - TOP OF MEMBER 1905 -SHEAR WALL OTT. PANEL, AS OCCURS I Y TYPICAL MTL II STUD II - #12 SCREWS TO MATCH II SHEAR WALL EDGE PATTERN SPACING, POP. SEE SCHED. SHEAR WALL MTL PANEL. Ere SCHED. S T U D 1 1 0 architectures engineering I ".J, - t w FI 1s C O N S U L T I N G Structural engineering W W W-KSPENG-COM 20 ORCHMO ROAD, SUITE 40 IAKEEORFSi.U226M T I TbRW year E I INFIN&KSPFNG.COM Pr"Iw PUBLIC STORAGE TENANT IMPROVEMENT lert Addrem 1 ---TYPICAL MTL. STUD 1801 ADRIAN RD. BURLINGAME, CA TYPICAL MTL STUDS BELOW D..,1er I TOP TRACK color. W/4-#12 Public Storage, Inc. SCREWS (CLIP TRACK g FLANGES AS REQUIRED AT 701 Western Avenue INTERSECTION AND OVERLAY) Glendale, CA 91201 +T NO. REVISION DATE 80b PROGRES58 06cZy2620 CITYSUBMITTPL __ SHEAR WALL MILE. PANEL lGhn, 1MPC ResubmI IGM512M PER SCHED. /A\ Addendum A 1W122020 L - -- '3Gdf13�l;rr4A �B\ AtlJeadum B 1MUSIN320 SCALE 2 alU PC ResubmlTal I1/OArrow -2x4 #12 SCREWS AS EU HCA Or3FL�,t*UAl & - SHOWN TOP EST. 7WIT- REVIEWED>nNt,MERI BURLINGAME BLDG DEPARTBA IT - _ - - WIN R6vK�aa shm Napml /� B.�p p ® xe 1 ttP. J IYP. -. ttP. PER... #12 �CREW� - -\ o o 1• SECTIONS & ^ PER .H55 COL- 1 \L- WT4x AND DOLTS ZI DETAILS ®FLOORS �1- -W-BEAM. Sutut�M PER@ (ELEVATED SLAB) WHERE OCCURS PER PLAN Y�2P" 12 WEAK (WEB TO MATCH HSS & -- AS SH SCREWS SHEAR FL THI W-BM., ttP.-. AS SHOWN Pei, Mar.: be �L HSS & W. TYP -\ ch"dwln Seem by KW KS TrA a I a g 4 t Y5P Pm1e3 No. 190601 TY PLAN VIEW If sheet Na. A 1/4 ttP. �p FOR INFORMATION NOT NOTED SEE. BO OM OF MEMBER S3.04 NOTE: o0 1. TYPICAL LOCATIONS PER PLAN. 190601_01'2SA 1/4 18^.611_DC,4 B '.60r"_ 00 E4 ---- -- "�60621 U'.'3t/4 IeFEII_DE4FH '1606,_ D0. E4 ---- -- "�60621 U'.'3N 'OST TO SLAB (WITH NON CONTINUOUS BOTTOM TRACK) SCALE 13 A -BEAM TO HSS COL. SCALE 9 W-BEAM TO HSS COL. SCALE 5 BACK TO BACK STUD SCALE 1 1 t/2".1'-0" 3.0 l"=P-O" 3.0 t 1/z'=t'-0' 30 1"=1•-0„ 3.0 Notoae luzo-v os EST. TRACK 400T200-54x0'-6"L0. DBL STUDS/POST W/2 J/e"0 SCREW ANCHORS (HILTI PER e&� "KWIK HUS-EZ" SCREW$ ® 4'O.C.) PER SEE NOTE #1. HSS HSS COL HSAR FL PER STUD/awn PER PLAN - HSS & LCOPE BEAM RANGE BM., ttP. AS REQ'D, VIEW 190603_LX SCALE 1 1/2'=1'-0 HSS COL. WHERE OCCURS Y2" IYP. 1/A w-BEAM L z° 10-#12 STRAP STRAP TO GUSSET TO GUSSET PTPITw/10-#12 1 2-#12 scREws SCREWS --.- TO EA. SIDE T PARAPET FOR BEAM -TO -COL. IEL- CONNECTION SEE -PUDDLE WELD PER a VERIFY W/ARCH NI 8 / STIFF CUP CL400 60 _ tCONT. TL 0 16"OC W/2 01570 - - 3,0 R X U PER ESR 2 9 j S ELEVATOR DECK _SLPDF TOHSS & 4 #t2 ttP. _ =f_� T/COL SPUCE 1 / EL -SEE ARC_ - -SCREWS iD STU05 V / 4" WfUEx12GACOST. STRAP 600T150-54 COW. HSS6xfix1/4 BFA)MWELDED TO COL. PERHSS6xSt WE�QED 10-#12 GUSSET 12GA GUSSET H. . r - 12GA GUSSET R INFlLL CONT. TRACK PER ARCH. T0. COL. ?IR /7R TO HSS POST W/t0-#12 SCREWS W/10-#12 SCREWS W/2-0.157b PDF TO HSS O ttP. (OPTIONAL: USE TO HSS OR TRACK +fir r TO HSS BM. &.POST 12 O.C. PER ESR-2269 HILL 0.157"0) - \ ; t INFlLL METAL --11_ STUDS, 51!E ARCH,PIPE wIDEx12GA r STRIP -- - -- --- ---- - -INFlLL METAL I HSS6x6 STUDS, SEE ARCH. HSS6x6 I FOR BEAM -TO -COL HSS6x6 CONNECTION SEEQ 2-#12 SCREWS I I STRAP To STUD I, HILL NOTE: NOTE. t906Tn F.°=.7B 193601_i048D FOR FIRE PROOFING REQUIREMENTS S_6 ARCH- L'Cfi0l D C1B FOR HIRE PROOFING REQUIREMENTS SEE ARCH, ELAVATION SCALE 20 ELAVATION SCALE 16 SEcnOIN SCALE 12 SECTIOIN Y'-1'-O" 3A R_1'-O" 3.O 1"=1'-0" 3.0 �4 1.2 1 1 1.2 1.4 L.2 ANCHHSSORS R �0 10-0" 10'-e� 10'-6 , 10'-0" V ryP, 10 0 T/,`'1I----� / x \ HSS6x6X1/a / .HSS6x6xl/q T 20 HSS6x6 1 -�4 - R3/4x7x1'-0 ttP. 20 _J / TYP. 20 - p 3� f HSS6x6 COL. -- W/2-11/6"0x8" LG STUDS 3"0 \ a x12 GA u 3.0 \ /41RHP GA 1 / SLOPE IQ \I STRAP ttP, rc I '/ HSSEX& /,1- ® 9" O.C. WBx21 HOIST. BEAM I 3 FORW8x1 HOIST LOCATIONSE M 3 HSSBx6x,/,I I A FOR LOCATION & ELE..� VERIFY W/MFR. - L ELE7. VERIFY W/MFR.- ` ¢ SUP _ HOIST BEPJd TYP. -. ____ 1 > _(E)ROOF r i __ ________ 1. -�,-(FFBQQF . 1/a I �' HS312x4 - EL -VARIES --- -- -- - -- EL=VARIES HSS6x6 COL. i6P HSSBx6x HSSBx6x1/q 5P \ 4 I HOIST B 10 FOR t HSSBx6x HSSBx6X /a �p PLAN VEW H_3/ax7x1'-0 3 HOIST BM 4 HOIST BEAM HOlsi BM. HOIST BEAM LOCATIO Y ELEV. 0o W/2 1�/e"0x8 LG STUDS SUPPORT SUPPORT 3.0 SUPPORT SUPPORT VERIFY /MFR., TYP-- �4 0 9 0 C \ r HSS6x6xl/a �_ HSSfix6x /q 15 / HSS6 Bx' .0 (N)CONC.SUB _.. NJ m T m HSS6x6x'/4 _ _Slzx6 Y{ _®_ FACE FL'/2x12x1'-0 6 -ay+ l TYP. E FLR. f r - 14. F=R _ 6 EL=O'0'-0-0" EL 0 -0 EL 0'-0' 3A 9 t0 3.0 - .-. - rc w 3.0 i906O1�10a1E 1 1o01_UOLF 1 0 Jt p034F 'x Q J�fV^� HSS COLUMN ELEVATOR-3 SOUTH ELEVATION SCALE 14 ELEVATOR-3 NORTH ELEVATION SCALE 10 ELEVATOR-3 EAST & WEST ELEVATION SCALE 6 -j a y IBEYOND 1 1/4"=1'-0- 3.0 1/4-=1'-O" 3.° /''. /� 1/4"=1'-0• 3.0 3.0 1.4 1.2 1 //, / 1.2\ 1.4 V"1 C,4 m n I 4P d HSS14x4x'/q ®MIDDLE FOR I SIM. \ \ ( USE CAR ELEVATOR ONLY 0" 10'-6' ` 10'-0" 10'-0" PPP '0 H5514 6x1/a *FA. SIDE WELDED TO COLUMN 2ND FLR. = 6 0 I HSS6xbx l/4FBi '" , HSS6x6x'/4 KSS6x6x'/q I • \ HSS6x6xl/ ",_ - -� - __ - EL=15 =2 3.0 x ttP. / TYP. / SLOPE '/a :1Y u 1 3 0 TTP. 20 tt .and 20 - 0 1^ 10'-2" 3.0 \ \ 3 1-i f ' HSS6x6xl/a / m 3 3.0 3 0 HSSBx6x /a I / i _A 10 0" 3" ,R [ WELDED TO INC L COLINNEUUUMN ED i0 1\1 m r - COLUMN BRACKET LOCATION / S" ,_- __. -_ WBx21 ___ > )ROOF _ ____._ ___ W8x21 HOIST B__ ____-___I _-(FIROOF _ _-____-_ _ HSSBx6x1/a W-(F)ROOFVERIFY W/MFR., TP(L.2 L.CJ FOR L EL=VARIES FOR L CATION EL=VARIES HOIST BM.-_ EL_VARIESVERIFY VERIFY W/MFR. SUPPORT iYP. HSS6x6xl/4 HOIST BEAM wtCALE O.i4LF OISTssetB1/qHSS6x6xl/4 HSSBx6x' HOIST BENA LOEALON @ :WELDED TO wELEVATOR-3 SHAFT ROOF PLAN SCALP 18 HOIST BEAMHOIST BEAM HolsTFT SUPPORT W/M VERIFY 4"x12 GA. WELDED TO wSUPPORTSUPPORT SUPPORT W/MFR., ttP. STRAP, ttP. .COLUMN u H3312x4x /p @MIDDLE FOR 1/4"=1'-0" 3.0 HSS6x6xl/a HSS6xfix1/q HSS6xfix1/y HSSfix6X1/q DBE. CAR ELEVATOR ONLY & HSSBx6x'/a DBL. CAR WEA SIDE TYP, e x = r \ r - HSS6x6x /4 - TYP 12x4x /a -SIDE 0-BRAC a WELDED TO COLUMN- 0 3 p < p +' 1 m ^ $ r - rr -r \ STRAP. iYP H55 6x /a SIDE ®BR ET - O.H IN MR. DECK, 3.0 PER ` r -- -- BB \ �� \ \� TYP. o REVIEWED ' e �.4 \ d I x 13 w 30 (.2 e I x 12 j 3.0 - 600T150-54 CONT. HSS COL Tr BEVOUND -� 3-#5 CONS. 600S162-43 0 16"O.C, HSOPINK3' 9" PER PLAN WELDED TO COLUMN MTL, DECK ATTACHMENT PDF SCREWS PER � - PER SCHED. 1B i - ROOF MTL/� _ a - "_ • - _ B/MTL DECK DECK PER (=-1 -I EL=14 91/q ELEVATOR I H558 6 I/q BEAM RAIL BRACKET, WELDED TO COL. PER VERIFY W/MFR. a® . LAP 1/4 COW, LEDGER --"" -_ - INFlLL METAL / STUDS PER ARCH. ' a 4_12 INFlLL COW. TRACK T&B / 1v 4-12 1TP. PER ARCH. W/2-0.157� _ INFlLL COW. TRACK PER PDF TO ITS PER ESR-2269:- - BEEN. W/2-0.157"0 PDF To I HSS O 12"O.C. PER ESR-2269 INFlLL COW. TRACK T&B HSS6x6xl/e BEAM. 3 PER ARCH. W/2-0.157"0 WELDED TO COL PER ' PDF TO HSS 0 12'0Z III S PER ESR-2269 INFlLL METAL B HS$ STUDS PER ARCH. II II LP `.I Jt'.:B HSS COL. BEYOUND BRACK 22, EL. -SEE ARCH. NOTE: I " L.6 FOR FIRE PR006'ING REpUIREMEN SEE ARCH, OLD' 1B V SECTIOIN AT DOOR OPENING SCALE a HSS6x6x'/a l =1'-O 30 /:12 0 ELEVATOR 3 --' EL VARI� 'y X STRAP TYP. C.1 C.4 ®ELEVATOR 1@2 HER 6x6xl/4 110' 0 pp /a ROOF VITT BRA DECK PER e W/4 /g0 pyCHORS O a m� \ W-ttp. �� SLOPE - _ - T PARAPET SIP D.C. PER rr ,i rc i \ Iry t I 8 I rc - 5EE ARCH. E �\�, \ EL-5EE PRCH. `n HS312x6'1 < H5512x6x1/4 w j HS x6x /a H3312xbx /4 ttP . \ , N HSS12x4 a m�`M e y F BRACKET O BRACKET 0 ® BE KEPT 0 0 BRACKET 16 3,0 HSS6x6 y BEYOND_ __ 1 - m i . O x x COL SPLICE TYP. -. - _. - .. - f TYP. \ HSS6x6xl/4 COL. SPLICE TYP. -- _ -. 3.0 ( \) - \ / t2 �HSS6x6x'/q 8 1 WELDED TO N 2ND FLR. _ (M2ND FLR. _ N 2ND FLR. 3.0 WELDED TO COLUMN COLUMN I - EL=15'-2" HSS14x6x'/q r EL=15'-2" i r 1 HSS14xBx1/a EL=i5'-2" WBx21 HOIST BEAM Q L/2 PND H5512x - - - _ - _ - r H5514x6x1/a I L / I I VERIFY W/MFR. L ttP' HSS14x6x1/4 /- BRACKET Br CONN. TO HSS 3/ts 16 LOCATION W/WT4 PER/ r 1 4 \SECTION ( ,1/tB ttP e H5514x6x1/9 HS514x6z1/4 3.0 H5514xfix'/a \\\ H5514x6x'/a t .VERIFY H5514x6x'/a �Y (E)PLYWO. ^ r_ a �x HSS14x6x /0 _- \ J m m . - - WROTE., ttP. ttP. 19C50i D049E m m x m-�_-- �H55128x� y �1 IMIN OF SECTION SCALE 19 _ x HSS6x6x1/4 'r� ®FA. SIDE _-11 �--�P -EL EL -VARIES L ti �L qqI II BO_ 4z- 1 VERIFY C/ r \---_H3512x6x'/ O BRACKET i TYP.j DETAILS (N)BEAM W/( )$ MPMN „ - - rc "HU" HNGR. i SIM. SIM. I PER PLAN HSS12x6xl/4 1 \ - ILSE 12x6x'/4 ttP. HSS12x6x'a HSS12Xfix'/a m @5" 3'0-HE36x6x'/ I ON. .I n O BRACKET 0 BRACKET 19 0 BRACKET 0 BRACKET 19 WELDED TO X I nn ttP. m m 3.0 3.0 COLUMN a COL CAR ELEVATOP ONLYYFOR & 6 8 3 0 - N 1ST FILE. WEEDED6T04COLUMN- SIDE I 1 - EL O-6" "-__ _- --" --- "--- F1 O. 6•- ]J' WELDED TO COLUMN 0 3.0 MTL DECK, / x IN FUR. -__.. --_. �), ST FLR, \�)-EI - - -- --�-' 1 HSS6x6xl/4 HSS6x6xl/ PER TYP. / - EL=O' 6" \ E 1ST FLR \ / LTILtT SIM 1.2 14 3.0 12 a 0 a f SLOPE 5EE ARCH. HSS6x6xl/4 URUNGAME BLOG OEpARTM 1 z x e 8 z m y 0 BRACKET ' In H5312 4 '/p 0 BRACKET w 3 H x6 ET a US 4 AT 0 BRACKET TYP. In ®BRACKET m O BRACKET m BE NET '^ BRA Ei 0+ ®BRACKET i6 '0 < m = ZI H � x 2 W1 m -_ COL SPLICE I 1 \ F , e `O < CL- TrP. - - \ / T API 3A T\ 1 m .I REAMED evrin_ 'O N 2ND FLR. _ _ a _NO N 2ND FLR _HS 4x4x1/4 MIDD. 0 B ET- �A N 2ND FLR. n•P-xoai[_ - i HSSBx6x*/4 HSSBx6 I/4_ i EL=,5' 22" - �- - HS58xex1/- - --HSSexexlja 1 EL=15'-2" 314xWYR-SIDE 0 BRACK EL=15'-2-2" 3.0 ttP. L / r \ (� i 311 I 9 30 ��..\ 18 �.BORCATION _ N 1ST FLR. HSS14x6x I/q H5S14x4x1/4 - HSS14x6x1/a 3,0 - r H5514x6x1/y H5514x4x I/a H5314x6x I/ VERIFY EL;;;GD IND 3.0 O BRACKET O BRACKET O BRACKET \ O BRACKET = 0 BRACKET 0 BRACKET W/MEn- WE. -. - �- 11 ® H3512x4x /a i �=/-'BE FLR. ___ @MIDDLE FOR EL=0'-0^ 1 HSS6x6x1/4 HSS6x6x I/a x - �O.H-� 8_L CAA 3.0m PC SIM. ELEVATOR ONLY ' H5512x4x'/4-MIDD. 0 BRACKET o H3312x6x 1/4-SIDE 0 BRACKET m ' - H5512x6x /y H5512x4x T 11 ii ' -----iti---------- m rc I '/q HSS12x6x1/q IF 61P. � HSS12x6x'/a - NOS I2x4x1/a - HSS12x6x'/4 TYP. 7 I @ BRACKET 0 BRACKET O BRACKET 19 0 BRACKET O BRACKET 0 BRACKET l9 I` J 2.0 m m 3.0 3.0 NOTES: S 8 1. INSERTS FOR BRACKET SUPPORT AT STEEL BEAM TO BE PROVIDED BY ELSE MIER. 0 30 / � - AND INSTALLED BY GENERAL CONTRACTOR PER ELEV. MFR. DETAILS. 5)_ _ _ _ _ N i5T FLR. _ _ _(h 1ST FLR. _ _ _ �N 1ST FIR. < 7Y4" 10'-2" TYP. 4 , _ � I 2 FOOTINGS FOR ELEVATOR PR/STAB SHOULD BE POURED CONTINUOUSLY WITH TIED Cl)10-0"- 9y N / 19 I EL=O'-0- '-` ' EE i5T FLR--�H�S12X4x'/q M�IDE O BRACKET EE 1ST FLR. 3, ALL DIMENSIONS AND ELEVATIONS SHOULD BE VERIFIED BY ARCH. AND ELEVATOR HER. 3. C. C°4 19060i_DC45E 0 0 BRACKE 4C601 L 2T OB BRACKET�C6pl DDte 9060, D033T PROVIDED B ARCH E -0'-F EL-0'-0' NEIGH MAY BE SEABED ONCE FINAL APPROVED SHOP DRAWINGS ARE 190601_ DII/F ELEVATOR-1, 2 SHAFT ROOF PLAN SCALE 17 ELEVATOR-1, 2 SOUTH ELEVATION SCALE 13 ELEVATOR-1, 2 NORTH ELEVATION SCALE 9 ELEVATOR-1, 2 EAST & WEST ELEVATION SCALE 5 ELEVATOR SECTION SCALE 1 1/4--1 -0" 3.0 1/4-=1'-0" 3.0 1/4'=1--0" 3.0 1/4"=1'-O" 3,0 3/B"=1'-0° 3.0 x p __ HSS6x6xl/ SLOPE _EE ARCH S. HSS6x6xl/ S T U D 1 O h teat PNg n ny O P 0 P C 0 YL 3Jr F ,C3T/1. CONSU LTII IN G structural engineering WWW. KSPENG COON ILAPPEFOF�T CAIMININDSURE 3W ; Tr Ba83B034A0 EINFO®xSPENULOM PUBLIC STORAGE TENANT IMPROVEMENT PwIen ALEmo 1801 ADRIAN RD. BURLINGAME, CA Public Storage, Inc 701 Western Avenue Glendale, CA 91201 NO " REVISION DATE 90% PROGRESS & GnY5UBM11TAL rt PC ReeYdnitlal 1"' D&2y30p _ 1M6r1020 L1 APd 6 m A B 10I12rz02D 10(dN2020 tA@laqum 211d PC ROBubm'Mal 11/0412020 s ertlla e ELEVATOR SECTIONS AND DETAILS PwL MBr.: KK a By KIPP Ph,Hed Ey. KIP Pwleh Nm 190601 Snm No 83. 5 316W/z G15]"O(X-u)x11/2" " CHEQUERED PLATE I 111/4x3 WIDE 0 24"O.C. ` -C PLI/y x0'-6"x5' 3/1fi' CHEQUERED d 3 A /, 1rL2x2x3/Ig TORMTL6DE L- RR-256]5) 11/2 WIA325N pU� TREAD (ryp) ROME. PL/1g. SEE Sim.` / THREADED BOLTS IN SHORT SLOTTED k 316' CHEQUERED _- , 4 ((E)M1_ DECK W/GONG. MIN. TYP, t " HOLES SEE 16 PLATE TREAD (TYR) -_ J MIN. TYP. J MC12x00.6 l -_�I/ - x I J� SEE ® 3 /18 • STRINGER JMD� -aC9x CONT. SLP-TRK W/-#1O T STUD 3/16CHEQUERED PLATE ---------- \PL4�S O 24RxC 6 16 SCREWS 2x2xs/18 �1�-`CONT. SLP TRK-TOgBLK3., 1YP.-42" TW/X-U O 15Z mx11/p" ® 12"O.o./CEILING JOISTS 1 ESR-1289 (I-256]5) a BE TO Ct'. RE EO C9 311" CHEOUERED PLATE -- STIFFENER L4x4x1/4 \ TYP. 1 g 7 EA. LEG TO HSS. ttP. /ie HSSSx4 SEE PLAN COMPOSITE CONE. SLAB - CENT OP TRI SEE 0 Sim. M. ryp + TO MTL' DECK RI 1 -ADDE ROW/BACING. TOP. + + 1 TYP. 46 MC12x10.6 C9x HEADER'_ PA.e 3.0--- " - / 3.0 STRINGER PL1/4_&-6°x5' MCI MTL STUDS W/2- 10 WAFER a HAD SCREWS TO TRACK HOLES/4 0 L07ED , / --C9x HEADER T SHORT D BOLTS _ NP' NOTES: 3�t 1. TELESCOPING SUP TRACK CONNECTION IS AN ACCEPTABLE SUBSTITUTE. 6 pp 2. FOR ADDITIONAL INFORMATION/TREATMEN-0 SEE ARCH. DWGS VGC,TION A 3, ATTACH TO STEEL BEAMS W/X1U 0,157 ® 16"O.C. ESR-2269 (IARR-25675). PROVIDE 1/2" MIN. PENETRATION INTO BASE MATERIAL. 19060t 0128A 19060Lp12 )A 1905Q1 D: 19A, SALE zD SECTION SALE 16 INT. NON -BEARING WALL TO CONIC. DECK sCALe 12 CEILINIG 3.0 1 1/2'=1'-D' 3.0 1 1/2'=1'-0" 3.0 3/16 3-6 STRAP TO GUSSET -PUDDLE WELD MTL-DECK 3/1g 3-6 BREWS 2 TO#12 STUD 12 S MTL. DECK W/CONC. ATTACHMENT PER SCHED. I COMPOSITE CONC. SLAB - 8 / 3A_____ TYP. CL GOL SPLICE \ 1 / 1 /2x20 GA. CONE. STRAP 0 5'-O'GG. MAX. VERT. /'- MTL. STUD u �18GA. TRACK BLKG. EA. END OF SPACING, SEE NOTE #3, - WALL AND 0 8'-0"O.C. MAX. FASTEN W/2-#10 16 SCREWS T&B DTL z® \ L2x2x16GA. x WIDTH OF 2 /^CLIP II - STUD TYP. EA END OF ti TO CEIUNG JOIST, TOP -1/2" BLKG. W/2-#10-16 SCREWS EA LEG TO SND & BLKG. n 11/2x20A CON. TOP COMPRESSION STRAP W/#10-16 SCREW TO EA. JOIST, 1YP. 18GA. MTL. STUD TRACK s BLKG AT EA. END OF WALL. ., AND 8'-D"O.C., TYP. ' 6 #10-t6 SCREWS EA STRAP Aj s `GYP. BOARD FINISH OR TO BLKG. & 1-#10-16 STRAP PROVIDE STRAP BRACING TO EA. STUD, TR. SPLICE AT GOT. FLANGE, TOP. STRAP AT BLKG. AS RED'D. STRAP BRIDGING _'"= It ,_rrrrrrrr e CEILING JOIST SCHEDULE mo-SPE, LLII00I a/zx0 MARK HIM. SPIN JIMMY DE5101UTON SPACWC (O.CJ REAVRPS CJI 6-0' 36251N-S3 16 CJ2 al-0. Gas16J.-'33 IIP - CJ3 12 -0' 60W16J.-43 16' COIN TOP STRAP AT 4 Is.-D. ANSIMIDPPOINT ANSI 16' ORAP COINTOR AT MID NOW WS 2W-P 10OKS162-54 18 O Ow SITUP DOW 10-0 600516P.-54 IS' - R[F1NPSF) 12'-s' 600S200-68 COIN. TOP STRgP nr MID PowT a` -MTL STUD -- - 2-#10-16 SCREWS y O COLD ROLLED CHANNEL NG 0 K B \ 4'-O" .C. CONY. BRIDGING d'-0"°.C. MAX. CLIP L2x2x16CA. x WIDTH OF uanlen GRES -1/2" TYP. W/2-#10-16 I SCREWS TO STUD COLD ROLLED CHANNEL BRIDGING t ;622 LC24F 16062z D133R B SCALE e TVP- STUD BRACING/BRIDGING SCALE 4 r. T) N A I I I T U M ra G11/2x11/2x16GA CONY. FELL HEIGHT CONT1°STRAPA ACK TO -BACK .15Y'0 W/O0 12"O.Q. LONG CRIPPLE STUDS JAMB STUDS i - L3x3x /p. LDM. FINISH, SEE ARCH. TYP. A SIDE �' / -#ID-18 SCREWS 0 / SCREWS SCREWS 0 161O.C. 1 CON. TRACK T - 12A GUSSET R PPERpPINJ TOAMI PDT 1 PDF TO H55 O 12"0 C HISS • ++ W/10-#1I SCREWS CRIPPLE SNDS INFILL 0 26"O.G� MIN. OXLIP L3x. 0'-5 W/3-#10-16 a. LE 'SCREWS A. LEG, TOP. TOP & BOY. `HEADER TRACK 3/16" CHEQUERED ° '-AP OPNG. SIDE/JAMB PLATE - y 2 j- PLATE UNPUNCHED W/60OT125-43 OR Cam- HEADER SLEDS 001125-43 OR 362T125-43 PER JAMB Ll /2x1 1XX1aQ .x1'-0° LG. JOIST ____ _ DEPTH W/4- 10-16 SCREWS TO DEPTH ATTACHED -- 0 -- - F JOIST AND W/2-0.157"0 HILTI PLYWO SHIPS 16NO.16 SCREWS 6'O.C. EA. LEG TO HSS BM. & POST T STOP PER ESR-2269 I`ES/I o a - CONT. SLP-TRK, SEE NOTE {/3. 3 FOR BEAM -TO -COL - - - -- - -3/ c CHEQUERED PLATE CONNECTION SEE + + � ADVID ROW/BRACING, TYP. * SEE NOTE #3--- TOP HEADER TRACK -7 HSS6x6 / W 2-#10-i6 W MT STUDS W/2-#10 WAFER ® 12"0.C., HSS6x6 1Txl.` \ HAD SCREWS TO TRACK 6" MAK' STIFFENERS \ NOTES: L4x4xl/4 1. TELESCOPING SLIP -TRACK CONNECTION IS AN ACCEPTABLE SUBSTITUTE. 2. FOR ADDITIONAL INFORMATION/TREATMENTS SEE ARCH. PASS. 3. ATTACH TO STEEL BEAMS W/X-U 0,157'0 0 16"O.C. ESR-2259 (LARR 256]5). PROVIDE 1/2" MIN. PENETRATION INTO BASE MATERIAL '29 1 1PA6]I_jl'42e 1 0025A A - SALE r19pI ELAVATION SCALE 15 INT. NON -BEARING WALL TO BEAM SCALE 11 1 1/2=1'-(E 3C 1"-1' °"W-06A 1 1/2°=1'-0' 3.DO, + /1 PDT 0 24 O.C., SEE NOTE #1. 44' n 3/16 8" CMU WALL- CEILING JOIST PROW i 1 C9 BEYOND - EN STUD ' 9 (E)2x SUBPURUN ag T SKID HS54x4 COL. - 3 R1/n'Ko'-o'xs" o w'J C. 0 W/2-3/4"O A325N I iN W/SI BLKG. ® EA EN A z +- W/SIMP. "L550" A. END n THREADED BOLTS Y COL "T v ` B CJ 0I IN SHORT SLOTTED EVI E - E ARCH. / T -CONT SLP-ERK o HOLES 1 IYP.- - W/2-#10 x VIES. GYP. BD. SHED. -SEE ARCH. TI ( + + I WD. SCREWS TO 2x I + ryp. L 4B CON TOCe 3 FL'/4 \.. G9 181 CONT. TRACK ° - ADD'L ROW/BRACING, TYR.O TYP. /16 W/1-0.15T"0 HILTI PDT 0 SLO.G, STAGGERED. SEE NOTE #1. - MTL. STUDS W/2-#10 WAFER COL HEAD SCREWS TO TRACK DID-- ACK/C9 - CONN FIECOL- B L HSI COL A TYP. TOP. TYE. - TI9`93803VT0 E I INFOLjNSPENfiOOM 2 0 OR OR BAD 0 0 MG. I I ADD'L ROW/LATERAL BRACING. TIP. WE I i MTL STUDS FULL Or. 4A 3.0 T/GYP. BD. UNG, ABOUT', RCH. ' m Z / 1 ttP. 4P '-CEILING, 3.0 SEE ARCH. TOP. -GYP. BUT WALL COVERING Q5 ES./STUDS, SEE ARCH. TO CONC. BAB PUBLIC STORAGE TENANT IMPROVEMENT 1801 ADRIAN RD. BURLINGAME, CA IIIIIK ours, LATERAL BRACING NOTES PUbIIC Storage, Inc. 1. ADEQUATE LATERAL BRACING OF STUD FLANGES SHALL BE PROVIDED IMMEDIATELY AFTER g ERECTION TO PROVIDE RESISTANCE TO STUD ROTATION AND MINOR AXIS BENDING. BOTH 701 Western Avenue STUD FLANGES MUST BE BRACED. Glendale, CA 91201 2. FLANGE BRACING MAY BE ACCOMPLISHED BY ONE OR MORE OF THE FOLLOWING METHODS: A. GYPSUM WALL BOARD ATTACHED WITH #6 SCREWS 0 12"O.C. B. PLYWOOD SHEATHING ATTACHED WITH #8 SCREWS 0 12"O C C. HORIZONTAL BRACING BRIDGING PER SIDE MANUFACTURER'S RECOMMENDATIONS / AND/OR DETAIL 4/s3 O6 i0 HSS ACK C9 3. WHERE WALL COVERING IS PROPERLY INSTALLED THE HORIZONTAL BRACING MAY BE OMITTED 1yp. %16 / AT THE COVERED AREA. WHERE WALL COVERING IS NOT INSTALLED FULL HEIGHT OR IS ^ NOTE: INSTALLED ON ONE SIDE ONLY, HORIZONTAL BRACING IS REQUIRED. ALL UNCOVERED STUDS Im SECTION / p \ NOTE:.oF SHALL BE HILTI ESR-2269 (LARR-256i5) WITH 1" MIN. EMBEDMEM NO ES: GENERAL CONTRACTOR PROVIDE WEB STIFFENERS AT EACH SUPPORTTYP REQUIRE FLANGE BRACING AT 5 0 O C M INN CMU ONLY ONE HILTI PER IN EACH BLOCK), 1. TELESCOPING SLIP -TRACK CONNECTION IS AN ACCEPTABLE SUBSTITUTE 2. MAXIMUM LOAD TO NON -BEARING WALLS SHALL NOT EXCEED) 200 PLF 4. ALL STUD SIZES INDICATED WITHIN THESEDRAWINGSASSUME PROPER FLANGE BRACING ( 2. FOR ADDRIONAL INFORMA➢ON ATMENTS SEE ARCH. DWGS. 1906 I L 1yO61-0 ;i6A /� [1 :.. I6 Dl2B t SECTION SALE 18 CEILING JOIST TO CMU WALL ALL to NON -LOAD BRG. PARTITION TO ROOF FRMG. SCALE tD NON -LOADING BEARING WALL OPNG. FRAMING SCHEDULE SCALE 6 NON -LOAD BEARING STUD WALL SCHEDULE SAL£ 2 1 1 0' 3,0 11/2' 1 0' 3.0 11/2"=1 0" 3.0 1 _1•_Q- 3.0 3/4-1'-0' 3.0 EXTEND GYPSUM BOARD TYP TYP ttP _ BRIDGING WHERE 12 11 10 ryp �TO ROOF WHERE �� 30 �0 30 STOP SLOTTED TRACK REQ'D., SEE OR OR 4 REQUIRED, SEE ARCH. SIP-iRN 3/lg TOP FLG. CONY. LEDGER TRACK TO 3.0 �- - EDGE/GYP. BD. 0 EA, SHTG. O EA. SIDE SHTG I MATCH JOIST DEPTH & 3/16 MC12 TG C9 GAUGE W/3-#10-16 / \ 3Y2". SCREWS TO A STUD- CEILING LINE U i 3/16" CHEQUERED PLATE ) j m �AS OCCURS -351 OR 4 MTL STUDS S'�-" 6" MTL STUDS. P5 L11/2x11/2x16GAx JOIST DEPTH \ MTL STUD - PER SCHED PER SCHED ai REINE PL3/16', SEE SIM.- ! -L4x4xl/4 STIFFENER W/4-#10-16 SCREWS EA DEC O - 6005162-33 O 24'O.E.- \ 16_#10_t6 (MIN.) SCREWS 36ZT125 43 OR 600T125 43 CONY. b SIMP "S/H2S CHEQUERED <� PLYWOOD SHTG. AS OCCURS 0 48 0.0. V FROM PUNCH MIN. SPACE 400T125-43 CONT. TRACK TRACK W/2-0.19"0 PLATE TREAD (EYE.) _ - ----'- AT PLATFORM SCREWS 1"0.0. W/0.157"O HILTI PDT HILTI PDF 0 24"0.C., EXTEND PLYWD. SHTG. 0 12"OC., ESR-2259 ESR-2269 AT LOW WALL, TYP. n (LARR 256I5) (1- EMBED), 0 (IARR-256]5) MC12x 106 N` -R1/q BEYOND CEILING JOIST- nlTd STRINGER r SEE PARALLEL CEIUNG - - - _ STAGG. a ) 1e (1" EMBED. I ® JOIST AS OCCURS - 1-#10 SCREWS A. C9x m 21/2' a 1/2' FWJCE. TTP. t8A BLK ® - 1'-6" MIN. LG. STUD BLOCK -COIN. TRACK s w 21/°.. _ w -- 48`O.C: AT SAME SIZE & GA. TO MATCH o 2 CONTROL JOINT o CONTROL JOINT PARALLEL JOIST-- 10GA, DLKG_ TYP. WALL STUD UNPUNCHED .. - OR SUB EDGE, �OR SLAB EDGE, L ,+ i/��� ,+` / , OR CONT. TRACK ( ) ' L" WHERE OCCURS m ly I WHERE OCCUR' N L �16 MC12 B/GJ. 316 To C9 EL -SEE ARCH. III H554x4 COL _ -FULL HEIGHT 1-#100EA, 16 SCREW '� ° o I SEE ARLHSHTG.. STUD PQ2� 0 EA FLANGE i._�_ BEYOND #10-16 SCREWS - II I'- i INTERIOR WALL OPNG. FRMG. SCHEDULE 'W' WIDTH MAX, HEADER JAMB 2-6u05162-33 2-362S162-54 2-fi0DT125-33 2-400S162-43 2-600S162-M 2-60 051fi2-33 2-362S162-68 2-601-33 2-400S162-54 2-60OS152-43 12'_G- 2-600S162-43 2-6001 2-6OGTI25-43 16' -0" 2-80 052DD-43 2-6005162-54 2-600T125-54 LIMITING WALL HEIGHT SCHEDULE (LATERAL - 5 PSF, L/240) MG. M. s1vO D61cNAn0N sFACIMG lO C) BOT TRACK DCsmN TOP SLORED TRACKAnOx W/3•DP. LEGS 15'-0' gWS2so-Sq 16'. 400DOD-4I OLP-TRK-54 v.-0' (sraR3) 2-45DSTU -O4 tg QOT200-43 5W-TRK-s4 HEADER PER ® ® g WE. w 5 m I BJR11 3.0 a I NEVIEWE � � 4- HILTI PDT 0 3'O T 0 3 -EA. 'T WAY. ttP., ESR WAY. NO. REWLON DATE CTTYSUBMITTPL 9NLY SUBMITTAL OB/1TRA40 L� 1ef PC Reeubmilial 10/05I2020 `. AEben6um A 1011=020 MIJan6um B 10190RU20 Ip, 2M PC Re tjI 1NDV2AP0 7D pSh"t AM Name SECTIONS aewE eD AND DETAILS 9lD DE TIv1E,Vi p. on C n Vrol-mg xK DB pgW�wT, hY: KI ucL ry. Ks KSP PnIeAXa. TOP. Taze 'IT -ID - NOTES : 190601 GYP, BD, FINISH, 1. ALL STUDS AND TRACK SHALL BE DEPTH As INDICATED ON ARCH DRAWING AND GAUGE 0 91 F N SEE ARCH. - - 3, ttP N. 3ryMPIN._ q5 DETERMINED BY THE HEIGHT OF THE WALL PER SCHEOULE� men NO. N NOTE: 0 ALL SCREWS FOR CDNNECTION COLD -FORMED STEEL MEMBERS SHALL BE HILTI KWICK-PRO CQ [� n t6CG2 `_i1t 36P. 1. SEE DEf.® OR LESS THAN 6" OR 9" R6PECTNELY 19060.-i ._33A 9'::" LOS"L `+xn°OV 19060'" DID _ '- SELF-DRIWNG SCREWS TP.. PER ESR-2196 AND LPRR-25fii8. SECTION SCALE I] CEILING JOIST TO STUD WALL SCALE .. 13 REINF. AT STUD END SCALE 9 METAL STUD WALL SLAB SI 11/2"-1'-0" AlO t"-1'-0" 3.0 I NT. NON -LOAD BEARING STUD WALL ELEVATION SCALE 1 3/8"=1'-0" 10 Nn rare: 11.Ds I 1/4 T MIL DECK 3 SIDES /4 TYP. - "HERE MR- DECK 400T300-9]. HMIL DECK SB" TOP TRACK HEALPND LOCK CK DOUBLE NUT WASHER. ll'P. I _ ROOF DECK T DECK EL 8'-4" MAX. A.F.F. 1"x6'x20GA LOCKER DECK VERILY W/ARCH. CHANNELS BY JANUS �� + + + + 400T300-9] i. * TIE PLATE 400T3012 CONT. - 2-#12 SCREWS EGA. DIAG. BRACE CONT. TRACK -J 0 1"0G. EA. FLANGE (ASTM A641, Fy=50 KS MIN.) CA. E4.2FLUE TE/DECKS BENT PC /4x2xO'-5 W/4 COMPLETE TURNS EGA. DVIG. BRACE S E.W. 3/q (ASTM A691, Fy=50 NSI MIND W/4-#12 W/4-$12 SCREWS 4005250-68 JOIST W/3-k12 SCREWS TO DECK WITHIN 11/p", TRIP. LINTEL BEAM W/4 COMPLETE TURNS TO STUD. ttP. - ECOS250-54 q z® (EQUALLY SPACED) MAX %0 THREADED ROD MI STUD WITHIN I>,Y,2', BE. BOXED COL PER 2-40OS250-54 INSIDE %-0 EMT BOXED COL PER - L3x3x14GAx0'-3 BACK-TO-BACK µ/4_812 SCREWS _ EA LEC µ^y u 100625_DI 15A 16'62_D1a]' I6"f"3.C144: I6U6'3.. C144: �Ifi_" Tf 91F'625_D1n]` �Ifi_" TfF:g1 1 Ib22_I LATERAL BRACING SCALE 20 SECTION SCALE 16 SECTION SCALE 12 SECTION SCALE 6 SECTION scALE a -1'-0' 3.0] 1 I/Y=1'-p 3.0] 3/4"=1'-0" 3.0] 11/2-=1'-O" 3.O] 11/YUP =1'-0" 3.0] (E)PLYWD. SHTG. LlY�x3'/p3/Bx0'-8 W/2-1/2"0 THRU BOLTS � (E)PLYWD. SMG. �._. ROOF DECK 03'DI TO4x iii ii o. it '-' (N)4x6 W/SIMP_ "WE" HGR. END. �2T2 [ �� �� (�/j% ®R1�O.G SCREWS1 CETO I��� DOUBLE NUT & W/?SCREWS T0� EA#FL4NSCREWS ®2-#12 S 2-#12 0 1"O.C. BOXED COLUMN PERe Q " ED �2 LOCK WASHER - 011YD.C. PANEL 1" MAX \ r BOXED COL. PER ®BOXED COL. PER BYLOTHERB GONG. SLAB n / HOT. TRACK 40OT200-54 CONE x x xn"x HEAVY DUTY /u & UTY R J µI-I9I (FIIr��{I(I W/3/8"0 HIL➢ KWIK "HUS-EZ'o SCREW ANCHORS ®1TO.C. OVER COMPOSITE L.JNUT CONC. SLAB LOWER FLUTES PER IARR-2589] v /80 THREADED ROD I I' W/1 /" MIN. PENETRATION 1 (i 86" MIN. EMBED) •� IN OIREC➢ON OF WIRE (N)2x BLKG ® T SIMP. 3/g"0'TREN HD" ,._� SCREWS ANCHOR PER 9GA. DIAG BRACE ( 8/g �_ 24EO.C. W/SIMP. "LS50" EA END (E)PLYWD. SHTG. S WIC MAX R ®T 24"O.C. MAX. W 2-k12 y ROOF DECK : _ SLAB 3RD BOOR ESR-2]13 ANO LARD-25]41 (ASTM Ann, Fy=50 KSI MIN.) 0 EMT (ELECT. I 9GA (MIN) WIRE ILIAC SCREWS EA FLUTE ,. ° v.V ' W/4 COMPLETE TURNS ' WITHIN 1Yp", TVR METALLIC TUBING) 5'-o"MAx. Hi, ttP. BRACE W/AT LEAST 4 COMPLETE TURNS W1 HIN - r RN (ONE EA. CORNER) 1j 0 EA. END. I 1 / BENT PL /gx2x0'-5 - PIECE TIGHT i0 CUP OR STRUCTURE END-- CUNT. /''� (E)2x SUBPURUN I G 1 40OT300-9] CONT. 2-k12 SCREWS 0 1"O.G EA. FLANGE // 1 B� 2-k12 SCREWS ® 1'O.C. EA SIDE P#12AT SCREWS W/36/4 PATTERN TO TOP TRACK, %2-#1-9J W//2-CRE x 2 LG. �- 2-#12 SCREWS ® t0.0. \gyp/1 W/2-f)12 SCREWS ®12'O.C. TO PL \ / SEE SCHED. CORNER UNIT Wb. SCREWS TO 2x LA. FLANGE C 1 HANGING PLATE ®12"O.G BOXED COL PERe 40OT3 0TOP 9] CONT 40OS250-68 POSTS 0 3COLUMN JI BOXED COL PER OR BOXED PER - - AS OCCURS SEE PLAN NOTE 1. LOCATE AT 45'+/-10' FROM VERT. OFF EA ORTHAGONAL DIR. (4 TOTAL) TO JSIS./PURUNS. END/SUPPORT IN ILJ 160623-D'46A - ] C..A IA")6P1 1- ;M1Ut_L1062A 13060' 0T5A LATERAL BRACING SCALE t9 nd SUSPENDED MECHANICAL EQUIPMENTS (E)ROOF SCALE 15 SECTION SCALE: SECTION SCALE ] SECTION SCALE 3 1 1/2"=1'-0" 3,0] 1 1/2"=1'-0" 3.07 1 1/2NU _N" 3.0] 1 I/2"=I'-0° 3.O] 1 I/2"=1'-0' 3.OJ SEE MECHANICAL DRAWINGS FOR HEIGHT & ARCHITECTURAL FOR CLEARANCE REQUIREMENTS r "HSB" OR. DECK Clax \ -� PER 18 ® T/DECK EL. 8'-4" (MAX) AFF LEDGER 20 ii _ _ _ Ili 3/6'0 THREADED ROD INSIDE VERITY W ARCH. 400T150-68 E.S. np 40pT150-68 CONT. 400T300-9J 3.0] v 5 /g''0 EMT (ELECT. METALLIC T DECK EL. e'-4" (MA%.) -AFL. 1"x6"x20GA LOCKER TRACK \ TUBING) 5'-0"MAX. Al TYP. _ 1"x6' PLANKS VERIFY W ARCH. CHANNELS BY JANUS #12 SCREWS 0 I. III III (ONE EA. CORNER) 1 / 81 EA. SIDE m. EGA (MIN.) WIRE DIAG. BRACE FAN COIL UNIT - - ' + + + + + W/AT LEAST 4 COMPLETE MAX. WT.-350 LB - + _ + + 40OS350-68 TURNS WITHIN II/q' 0 EA. METAL STUD END (SEE NOTE y1J 8' CMU BLK. WALL 405250-68 JOIST HEAVY DUTY DOUBLE I I STIFFCUP "CL362-68" `- 40OS250-68 JOIST NUT AND LOCK WISHER. TRIP.. - I I CORNER UNIT f-- --i W/4-�12 SCREWS TO JET. BOXED COL PER HANGING PLATE AND 1PE HILTI "HUW-EZ' SCREW PER BEYOND W/4-#4GCx0'-3 2 SCREWS - - - - 4A EMBED). TO CMU (41/y EMBED} EA_ HER EA' HER - NOTES:I 1. LOCATE DIAG BRACES AT 40 ±10FROM VERTICAL OFF EA. END SUPPORT IN ORTHAGONAL DIRECTION. PLAN VIEW 'a' 2. SPECIAL INSPECTION SHALL BE PROVIDED DURING ROD INSTALLATION. 1--C622 D"33c I]062 _DDs14 11a6210t1.5Mn 150619 D095EA SUSPENDED MECHANICAL EQUIPMENT SCALE 1a JOIST CONNECTION TO CMU SCALE 10 SECTION SCALE 6 BOXED COLUMN DETAIL scALE 2 3/4 =1'-0" 3.W 1 1/2"=1'-0' 3.0) 1 1/Y=I'-0' 3.0] 1 1/Lkl,-O' 3._7 SEE MECHANICAL DRAWINGS FOR CONDENSER UNIT �-ATTACHMENT PER HEIGHT & ARCHITECNRAL FOR CLEARANCE REQUIREMENTS MANE. DETAILS SING. 'TTEN ROD HGR. 3 •• W/PLYWQ g/e" STR. I En. Ga. \„ PER ESR D13 &. LARR SR- JAR T W6/ 10d 10'-O' ED.) (31/p NOMINAL EFF EMBED.) 2-3/, 0 TI N 2-3/g'0 TITAN HD SCREWS PER EDGE/CONDENSER-- - -� AIL 0 SALE N SO -- ESR 2]13 AND LARR-25741 6" % 12"O.C, 2 ° "' E` B/(f) GONG TYP. 2x4 ®18'O.0 BOXED COLUMN \\ 3.0] TYP_ BOXED COLUMN�I. LEDGER 400TISO-68 E.S. B.N. W/SIMP. "HUI ` '� PLANKS- W/4-#12 SCREWS TO POSTS \ ® SIMP. RSTAl5 HGR. LEDGER -__ 4005250-68 JSi. 4005250-68 JET. - °I 19 3/8"f THREADED ROD INSIDE 8/e"0 EMi METAWc T 2x _ ---- 3 TRIP. 14112510161 6 \ II (ELECT. II 0.=HORN.. �' ro 3.0] III IUBING) 5'-0'MA%. M., ttP. LEVELED - II - .0] s_ ] ttP' III (ONE 0. CORNER) - 2x10 BEYOND it a G) I' a o J "gin EGA (MIN.) WIRE DIAG BRACE FAN COIL UNIT W/AT LEAST 4 COMPLETE MAX. WT-350 LB � 0 2 0 6 ST 4 0 5 8 J WITHIN 11/2" EA, (SEE NOTE $1 )®- ENDS _ - 3x151MP. "A3 1 4_ BURLING ME BLDGDEDP 1 * --i 0 24 O.C. ttP_ / (N)2 2x4 ttP ANUS PANEL 2 TYP.� " HEAVY DUTY DOUBLE I --' CORNER UNIT 3.0] _ NUT AND LOCK WASHER, PIP. HANGING PLATE r, ,wnw.(ewo.aw.� 1 URLIN 1 (E)1/2" PLYMO 3 rc HALLWAY My'RT'�av J (E)(N)2x4 SHTG -LATE PLAN VIEW 4x4 FUND. W/51MP. t 1411 HNGR. NOTES: 1. LOCATE DWG. BRACES AT OF ±19 FROM VERTICAL OFF EA. END SUPPORT IN ORTHAGONAL DIRECTION. - -- - -- 2. SPECIAL INSPECTION SHALL BE PROVIDED DURING ROD INSTALLATION. 1 ED63G_DCBac 190601 D123D 190601 _DD66E SUSPENDED MECHANICAL EQUIPMENT SCALE 13 PLATFORM DETAIL SCALE 9 LOCKER UNIT PLAN AT 2T'�" ELEV. SCALE 1 3/4"=1'-0" 3.0] 1"=1'-O" 3.0] 3/8"=1'-O" 3.0] S T U D 1 O architecture a engineering IA�EIFORE-,T.c 19}PsPo :,1 E L 16a_,H A ENGINEER C O N S U L Td N G structural engineering W W W.KSPENG.COM �EBCNARONwn.suTTeam oNesr,cA man TI BIB 9BJ'Sm Elwm®xsP[nIGCCM Project Name PUBLIC STORAGE TENANT IMPROVEMENT Project PRIME, 1801 ADRIAN RD. BURLINGAME,.CA Caner Public Storage, Inc. 701 Western Avenue Glendale, CA 91701 REVISION I DATE 'C ReaubmMal 10ros202o =ndum A 1WIM020 9ndum a 1013MM20 PC RewWnitlel 11ro42020 meeaxama SECTIONS AND DETAILS DARN Prol. Mgr.: xx Drawn law NEVER CfivcpNby: x5 xgPProject Nw 190601 Own No. S3.07 Plot Date: DalU E IF I 3/is CHEQUERED I: E PLATE TREADS (TYP.) T 23 6 3y" FF EE7 IT -'Qv= .. ttP. 3/18 J/ EE7 EE'• _ CHEQUERED i p EEL 10-0364 10'_03/4 _ (E)COL ova 10'-03/4 15 -7YA _- x .. PLATE (TYP.) --� ppp C8 - 14"_0-_ ,B STIFF L4 4 t/a 0 24 pG y (E)CONC. WALL 8- 1T�" - STIFF 'L4 4 1/4 - ®TapG 9- --- (E)COL-' TYE. 30 y MAX ttP. MINI - --F MAX. TYP _ L. { !!! NC 12x106 H554x4x1/4 _ _ -_- Y -- SS4x 4x'/9--1 -MIN - 1 .( \ _ _ H554x4x'a 311 - - _ - -J HSS4x4x'/4 - ttP. �A `-MC12x10.6 � C9x i � � ��� � 'L �' C12xt06 IM 1= 18 -�--� H554x4x'� - _ _ � �- MC721� _ -H554n4x'� 16 �_ L3'/2x31/2x3/ax0._B EN LEG AT ENDS 3/1e I-� = J N ---- \ _ Y6.9 -� r- SIM 30 YB.a p - UP - 3.0 _-- _ ` 17-�ttP. TYP. 0 C9x13tr O nV 8005250-68 016"0.0. 0 O.H. 13 MC12x10.6MCt2x1 \ + 0 016 O C .016CO'C' - I ���°°°As STIFF. L4x4x'/4 p �� 0 24"O.C. MI 11- _ 1 STIFF. L4x4x%a °' MC12x106 au 16 _ 10 3.0 TTP vl 1p --- MC12x1OS 3 x x'- BENT PL/840 6- _ \� PrF-- � o z 0 T4"O.C. o MA%.. TYP tt a �� a ,... ___30 mz OH. z 0 14 301-�- ", '^ __ i .0 T'(P \ VIE. VIE 1 C ` _-- Tee-----�--HILTI /4"0 THREADED RODS ttP. o • - a ___- 36 0 -+ - HIT-HY TO EPDXY %6 NIC 12x10.6- mc12x10.6 N v1 M 12x106 0 12' O.C. PER ® o ., _ 13 20 HSS4xaxvy 20 HSS44 v4 '... 10 - 3. _ - Y6.8 -- _ - 17 HSS4x4x1/a TYP - __ -- Y88 _ -. H554x4x /q TYR. J HSSaO )'4x'<- 190 3.0 H554x4x'/q 1995D1 043]= 15000v_D..»F SECTION SCALE 20 SECTION SCALE 16 STAIR "3" PLAN AT 2ND FLOOR SCALE 8 STAIR "3" PLAN AT 1ST FLOOR SCALE 4 1 1/2"=1'-0" 3.0 1 1/2"=1'-0" 30 1/4"-i'-0" 3.0 FULLY GROUTED CMU WALL H554x4x 1/ 300R 1/4 p TYPI 3118 PER 20 CA, HSSSx4 (' 2ND H554x4x 1.6 3Y2' -OL1/a'x0 6"x5" W/2-3/q"0 BENT NT. .. 1 19A TYP. I. STRINGER TD A325N THREADED BOLTS IN HEADER (TYP.) SHORT SLOTTED HOLES - 3" 3A J I STIFF'. L4x4x'/4 3.0 _ NP PIPE STD_ t1/11" CONT. LID 11/4 3/ 16 /-PDXT CHEQUERED PLATE QYP.) '/a cAP'� ®2V"WE MAX, ttP. b '+/x-6 3 }�~ / H554x4xt/4 a 0 lW. CHEQUERED PLATE (NPJ -�,1, 1 MCtD.11T.6 : x4x1/a x�H559x4x/4 ®124'OC CHEQUERED ON " 9II4 U O.H. O.H. MAX.,ttPi.., TYP'. /�� PIATE (TYP.) I / i O _r01 -LLx2x 3/i6 n T _ __ _ - _ 3/1 >'] 1.4 C� - 16 . `]O +/a 3-SI,DE MC12x HSSBx ttP. TILT -UP ' 3 -CO 3.0 0 18 TMP 3.0 i ` DEAD BEY BEYOND CONC. WP31 ry lYP I 3.0 C9x134 ON i n. LC9x - - - t x2x3/19 3.w �.:�II il'P H TYP. 2• 4}' 43 2" STIFF.64x4MAX. ®2a"O.C. MAX. \'\ 2. 3.0 F I TYP 3 0 19 3 0 - �.f-pLY'/2 -C9x13.4024'O.G E i6 -STANDARD. WALL BRACKET 0 3'-D'O.C. (MPX.) W/4 3/40 _ W//e''0 KWIK HUS-ES' SCREWS (3 /4"MIN. MC12x106 THREADED RODS MILLI 3 /i6 TkB 30 EMBD., MR-3056) TO CMU WALL OR "HUS-EZ' STRINGER HIT -MY 70 EPDXY PER AT ENDS %18 \ RG. t x4x /4 fin\ /1 W/3/6'0 KWIK SCREWS (31/a MIN. ENDS, EER-3027) TO CONS, WALL. TO CMU WALL OR HjLTI Hn-W 200 EPDXY 0 24"O.CSnIFF 0 ODC C9x13.4 G MC903.4 TYP 16 `ly PE TO CONS. WALL. CONN. PER(o SIM. pH o NOTE: 3 0 E 1. VERIFY LOCATIONS OF BRACKETS WITH ARCH. ___ 19C63( DL1A la',6`6-LW, A 19pbU1 D11(JA 'F MC12xt 0.6 (LANDING) �ii� _ _ _ _/ 1 �ILI) 1 C9+t 3.4 16 ttP' 0 n,P 18 0.. TYP. HANDRAIL BRACKET CONNECTION ON CMU WALL SCALE 19 SECTION SCALE is SECTION SCALE it I I/Y=I-O' 3.0 11/2'=1-0" 3.0 4" WL STUD PER L PLAN 0 1BOMC, I 10, " --STEP L4x4x'/a COLD. MC12x10.8 STRINGER HSsax4x 1/ -_ 2x10.6 0 24"O.C. MAX., ttP. 1T• ,- WELDED TO COL V.5 (� V.e 1 J _ 18 TREAD 20 PL TO MI TYP 3/�e 2" % 11/2-12 LEDGER W/STIFF CLIP 1 TYP, 3/16" CHEQUERED PLATE (TYP.) -MC12x10.6 STRINGER 3/q 0 THREADED RODS ttP' /6 1'/2-6 "CL400-68" 0 16"O.C. I- TO HSS W/4-#12 ) SCREWS EA LEG., TYP. L 10'-0" 10'-0" WE. 2270 EPDXY _ HIL12HII C PER 3/1fi CHEQUERED n M M.4 M 8 Mc R CMU ® PLATE (TYP.) '° _ OR /y''I THRE40ED p' ,oaO1 _oosoF TaC60I_ -_ _--p+�6TEc�wEreEo STAIR "2" PLAN AT 2ND FLOOR SCALE 6 STAIR'Y" PLAN AT 2ND FLOOR SCALE 2 WwnLLALL RO05 HILtt HN Hv za = RISER TO EPDXY 0 121O C PER : STRINGER /16 t /2 3.0 1/4-=V-O° 3.0 ___ ro corvcTO -�> ,+ 1'/2-6 � •: •' RISER TO t/a 4-12 TREAD i&e I ; H554x4x 1/s 0CREWS_-I SOOS'6-0 H554x4x'/4 1.6 - S➢FE L4x4x'/4 L2x2x/4 DTI 24"O.Cx4M1/4 -. W/3--2(iID54 II 0 16"O.C. / HSS8x4x1 - 0 24"D.C. MAX. - -FACE/CMU WALL III 2ND FLOOR TYP. EN. RISER, SEE ARCH. ' __-_- _____ EA. LEG MC12x1G6 BEYOND END 3116 -11/2 ttP. ® AT ENDS is /18 ENDS G LEG 800T15O 54 CONi. TIP. AT ENDS LEDGER W/STIFF CMP ttP. Typ, 3/I6 "CL400-68w 0 16"0.0. TO EA. STUDS W/4-P,2 HSS4x4x'/4 13 o 3/16 /2 6 f 1.. L11/Yx1'/3 SUPPORTS MAY BE OMITTED IF SHP MIL THEADS & RISERS ARE SCREWS EA. LEG.. TYP. 0 i z WELDED DIRECTLY TO STRINGER WEB. UP iI 1�- ttP. *9053i DYITA Ie10193_DI67A IDOeOl D109A - HS54x4x1/ '1.4 13 / 3e SECTION SCALE to SECTION SCALE 1a SECTION SCALE 10 1 1/2'"1' 0' 10 1 I/2 =I'-0" 3D 1 1/2'=1'-0' 3.0 TYP UP ttP 6 14 I f P- O.H PIPE STD, 1'/4 TRIP. 1 PIPE 1 /p (X STRONG) t /"SQ. PICKETS - C-STRINGER I to 'O Sim ryp_ a TYP.19 0 IT POST 0 4' 0'O.0 MAX. - MAX. 0 4O.C. 3.0 MC12x1OG - ry 3.0 -1 o 3D 1 3/16 A STRINGER Z E E �J" TYP. 316 L3x3x3/BxO-6 W/ 1,2 2 /e0 THREADED RODS j STIFF. L4x4xt/4 0 24"OC -, 9x 13.4 I _ ' HILtt HY 200 EPDXY MAX., ttP /� t5 EMBED.) PER C-STRINGER 16 OM TYR. HSS4x4x 1/a 10 ) -HSS4x4x' a ttP. .0 3 SIDES CJP TYP. � WE. 3/18 - MC12x10.6 (LANDING) C9x13At CLOSURE R1/4 SLABR(SEEOPLAN - STEP 1 I I -\ - 1 1 J 1 0 24"O Cx4x/a O.H. i6 TYP. MAX.. TYR. 5 ttP 0 y - C-STRINGER y. PL1/zxl 9+ I 3.0 - Mc12x1 a6 REVIEYI/ • `'D ' ' -�B „,I IR I ME BLDC 4 y2 6 V.5 V.9 1 „ , 8 "'1lp _ - x / 3.0 RENE14Epe 1I~ ,'�i'''• MC12x10.6 STRINGER C-STRINGER 10 _ g• TYP c 10'-0" N TYR. +/a ROME. PL3/B / A e- TS EP 2 M M.4'I M.8 SECTION A 19D11'J1 DO]/A 160 23 D`v64 100G36_DG49N 1906L1'1 DG34L 190601-DOA)F RAILING TO STRINGER SCALE n SECTION SCALE 13 SECTION SCALE 9 STAIR "2" PLAN AT 75T FLOOR SCn1E 5 STAIR "7" PLAN AT 7ST FLOOR SCALE I 3G S T U D 1 1 0 chtea ergs rg 0 1 UTE 1 RL FINGNM JLMJ C O N S U L T YIN G structural engineering WWW.KSPENG.CPM 230RCHMOROM SVrtE 0P T 1 Q93083 3T0 EI NFRO KSPENG.CeW PUBLIC STORAGE TENANT IMPROVEMENT PmlMaearess 1801 ADRIAN RD. BURLINGAME, CA Public Storage, Inc. 701 Western Avenue Glendale, CA 91201 NO. REVISION DATE 90%PROGRESS & CRY SDBMERAL -pXNSypyl T Tat PC ResuEmMel 1WISK0211 G AddendA 1011&2DA A' Addendum R f01302bID Znd PC Reaubmldal 11AMI202T '�'p'�•axxM��9fff�j'p ft A.yaM999fff{.__- !"alit - sheet Name STAIR PLANS SECTIONS AND DETAILS pAPmnw- won aeae xs Pmled Nu. 190601 S3.08 PIMEma: ]0]u11M MECHANICAL SCHEDULES FAN COIL UNIT SCHEDULE L'PIT ,M Do c, I4NIOE 1E IVG CRP NG_ NV':'L TYPE IM IF F 'FURY CAP p H SINS /1,c41. US. s/A crim CM IC IRE (T 1) I E 1 _ 0/A OMEN tlILH OHLI-I - I III F:R NGVR - DCIC1 2411G 545 B2A6} D'JC FC IEST 96 IIC.I 1; FXVIOCLI'iJli C11KIC 2490 "HU-1 J 17 rl It ILITEr. LUIIILJ t0.. ri' /I 10.1 15 : 9frr:mn - 02,563 IDJ OJ6 .. F%M1O .l Ci.. PIN ' 4C' ., C - 545 109 82 HB3 .Ir 9E�ev 1' 10/,996 / .., AID t-a L= OU.:1 I GJG Ep rll Hie 20R -25D 11I Ir. e'AI::CI� � tl2,863 lOJp9b / I [ � J25 I AIKIJ - - --" C _ i _. =XIt 6R:•._. 2 SS 82.863 '..07.996 208-25/t .... s -2_ AU -2-2 KC UFFF ". �C Ix �p 11,IVJL /ELL a> 82.863 10J99fi Res-FOR/1 10 o 52= At III-2-5 NO FLH ]LKTGR CUCTPJ 1%L )9C IJ; IF /r N '`1' 82,863 10I996 'LH.-2J`F/ . 101 1i. 325 At ILl-2-4 2NU FLR SJI116 pUCTrU � 2VI:0 y15 11111-230'I 10.1 1., :% r H' � :. r 325 � IAOJGIdV Ip .LEGS IOJ 9.12 �- L - 1fi1 FLR CATKIN AH'J-CI VI ' )IS G2145 nl rtl ll 16C 21iV11 III )) ..�5 ELEV r4 A NON DUCT rXMGLun\,JJ IOC / I _- .- IST rIR RADIO2 AFF-E n/ L f V ' OMi RI.I 204(I :. 2, PIOV DUI' -I IIIJ - PxMD]nivJL H`_NARI:i 11 FTr(•I r CR II i lie MFFJ F : I171 IA'll L 'S TE N ;. UI4' �� I Y III IGOLD I III FLIFE RA I( WI H 4ECV IF FI1 I .JII E CP IT I II A ^VJ. P IF C II 11 A .F I 1 -.1, 1, H T C F 11 r 12 II FFI II 1 1 I 1 IF C I A RCV 1 1 PROM - -- _ L PRO, LL I F 4F I 11_Ti'Y FI I F I-. I I r I IL F 11 1 1 11 d 1 1L1`,11, Ph41U.1 1� L L4 .. III [I I�1 C' JII V I- C I')BE PROVIDE ,JI'. 'IIF'LIOPF IFR I. F I L III 'OLD VIIH MEW I' LITEh,LUILL ?J h I COND. PUMP : ROVIDE SUP_ HE 1 ' F I I CTCf F. IF '. IFdd 7 I I TE (, III II F LIFT I C It,, F,IET ULITS DFALL r 1 J 2 ilcA G E FR'fl' IRONSUIT ACANI JRJ FLIP E RCENNi I'I II _ Ij F lr TPA U ALS AND RL R-VL RED 11 ,N-PII 1 M-F:{CUL PFqI P Dr1G_ A`ID INSTALL GOLUENSHU PUMP TOO .: RA III H SkI ATJE'C Al In %_ ALl AROUND ITI A F,J ` LB I ICI HOF SE9VI]N::. h1ECIISICH L :OATRACILH. SHALL A SINI VGVrR6 SCKTR4r )E ,rIIF `1IF FIB ER IN Cl CU TI C IN .IA:LL'L, n JC ()ATT hvIDNING ANG Ilu"LUCF MANUFACTURERS WARRANTY REPAIR WORK IN THEIR BID PRICE IBIp PRICE SHALL I)CVTIFY ptr ERCNT BJOPRICE E PA TOAfiUl91 IN u.CCRwC, INSFAI INIUN. START UP AND .MMSS',pNING T,ARI AkNNtt NAFJRK) HEAT h VIRAL IRO <I(. HAAT HAL MIRE 14EATING CI..\I IERIS➢C MARK NO. F L 0' N NWISA N P WG L CAPAL:IM1 ICCf Od , PER WE C1:1 LEFT I` "„IAL CI'CT. '::L RCMARFii :TI'DE .,. /M^vJG n ,.I"✓ -I LIQUID CAS (q'IABC EL. Cll:bal_ 'LBS. ;t n x C ! OLTS/I `MCA MOO' HXTG9li%A"pA - " .H IT (;U=1 nHl / RSY036 , YCr Pi%T.]12U%AvpA 365,OJ0 S F NOTE SCF NOTE 6.1/3 22f 25. b!i3 (6fi ]" X a8./ X ,}11.y) A. 396.000 181) 3.20 .. .� .� ., 1819 LBS. PRO/:CE IPIDI\IDIR1 HEED DISCOKIN :I " T F CALL FB RxYQ6R.XAY)A. BELOW 1 BELOIV. 41 U/3 20.E 2J. 5,n (66.] X ASS) x IN 2') - .,VJILH OR nt OCULE I iii -i nt6.?" x 4A.9" x s'\ _ ( - sp AIIJ 1-. RXY DA T 20.6 8.9" X 30. H%Y 3E4XAT'i R Y Y 36E C 0 SEE NO E NOT / L5 Sr5 0 .A X 12C%A 0 L SE E AIIU ',-4 0 DA TII �. CU-2 3FG I L 000 I 5 ^ I. ` - I 9. }� USIA H.,. I i e0 P2CvICS �R 11V CO lib"VN "T' T FISH P'.. AN - %• Y f DUAL W .w E, � ICI ) EACH FIi00_ U 2-3 .CI5ANA UA +. BELOW 1 RF W =6. /' LJW L� O . 206 25 f �" x 45.9' X 30 >'"` AHII-' -< 3, Z � - - - 5 / 35�J E6:" x 48.9" X 3C 2") " A CTT_ULVI 1S OT2 R%YUI2iATDU R%TSAWKIN � 72.000 SEE NODE SEE //,CW JS6 4 .1 E, 123 BID ''A� 15177 X 36.7 x 30.21 FI LV E2 200W 2 BELOW SF,C U'S. P: X9CE WSED DISCONNNJ SV'Cr,H ANTI PL1iHLtM -- JAIKIN - - 2 Goo r ., nn) E -..... i .SEE USE � NOT (0 I 6-. t: IEEE ,.. v, 4 N o f z,.A 4G Gc a .m, J, x 36.J x .L.2 cl �w2 rem. r, ( ) A 2 AVG) Rx � (T 1 v� / zD . 2 A DJ s6c LEE. rkovOE RPLED I � r.T :,,u H r. I Fm� L ,LI lucovv :. D PLAY D, I tLLV EQ IfM 2 BELOW J HELOW NOT°.: I- CArll A TI.t YANbFACTIBF 'A OF All PIPING SIZES AND PIPING INSTALLATION DETAILS AND N L REQUIRED COMPONENTS AND SEE SHEET III We MILE. 2 CONSUL, WITH .i MANII-ACTU2D2 4CR F.3RGIWMI PIPING SIZES AND PIPING INSTAIIATCHN DEIA:IR AND ALL REQUIRED COMPONENTS. UNITS SHALL oP1An1L ON R ATOA RE7GHCMI EXHAUST FAN SCHEDULE SENT _,LIFICAL UP4 H. SYMRCL MAIL M MODEL WELLS LOAAIION iLRVICF VC.I RPM UHIVF NLMAHKS H P JIM N-PH-Hz RAH" 0 ES ICOUK GN 14p DLO. RL ROOME 09fi I500 pIHEC '/p190V-16 60 15 FURNAH VPH WALL JACK, DELUXE CLILIF BATHLRAFT DAMPER, NIMB 4ECN KARIPUED .LLT MUNN CONTROLLER SUSPCLSIUV Kg NOTE A F 2Ml ,,.P FE:T. LUAI1IF •1 RIA.._ julm(IN -4 aECT I/L lu'-".0-NO I'RNIS`I klT NWA JACK. MINX GP,LLF -KCfll DAMPER. BIRDS RFEN"Al . PUT ''CNIROL FR SUSPENSION KIT. NONE 0 NDTES: A PROVIDEMOINSTW.LCONMOLRFLAYMDIPERLOGCEXINIISTFMN THELIGMSINMERWMSERVEO. B. PROVIDE AND INSTALL LINE VOLTAGE THERMOSTAT FOR INDEPENDENT CONTROL OF E%HALISTE FAN. C. MOMDEMOINWT CONDEOLRELAYMOINTBRLCCNE%HAUSTFANYATHTHETIMECLCCIC OUTDOOR, AIR COOLED, REFRIGERATION SYSTEM OCCUPIED SPACE REFRIGERAM CCLUtlt OR LOCITION OCCUPIED SPACE I.9WYE POUNDS OF RMIGFRAND N10NE0 PER T,Wp CUBE REEF Qi OCCURED SPACE POUNDS OF REFRIGERANT PIILMID PFR SPME CUBIC FFEf OF ON B SPACE ESTIMATED RF(PoC{RAM Li1ARGY DFSCRRNON Hm nucal ALL nal AIR) OPE CLASS (DJAIC R£T) (MUNN) STORAGE AREA (Cl R-41M Al/A1 ROOF 544,100 25 13527 72.7 AORACE AREA LESS LOBBY (Cl 41CA jR A1/A1 RACE 125,M3 25 50245 72] LOBBY ARFAd ALONE 491 S.F. x IC IT = 4910 25 1225 72F LOBBY ARM('2 ALONE (SMALLEST ZONE). 41M AI/A1 ROOF 142 S.F. x 10 M =1420 25 35.5 (TRANS GRILLE TO STOR AREA) 72.7 EYLYfIE LOCKER ALONE (SMELL ZONE) 41M All .ROOF 196 Si'. x 10 FT - DOD 25 49 (TRANS GRILLE TO RON AREA) 727 ETEVATION EOYF ROOM (Stall ZOIE) R-410A Al/AI RODE 2DO S.F. X 10 PH = 2000 25 50 20.E STORAGE UNITS IN STORAGE AREA AND III ARE NOT AIRTIGHT / AIR OUTLET SCHEDULE ACCESSORIES UNIT TYPE MODEL (NECK SIZE SHALL MATCH ROUND DUCT SIZE SERVING DEVICE IN -TEAR CLG (24%24 FACE SIZE) FRAME SHALL MATCH CEILING TYPE (IE', T-BAR OR HARD) PROVIDE OBD IN AIR OUTLET DEVICE WHEN INSTALLED N HARD CEILING. CD-1 CEILING DIFFUSER PRICE ALUMINUM, ADJUST MOOULFR CORE TO MATCH FLOOR SMCD PLAN. CD-2 CEILING DIFFUSER PRICE ALUMINUM WITH 4 WAY BLOW. Old CD-3 CEILING DIFFUSER PRICE ALUMINUM W/OBD AMCO CA CEILING GRILLE PRICE RIES 030 ALUMINUM 24"x24" EG GRILLE PRICE ALUMINUM, SIZE PER FLOOR PLAN 630DAL EG-4 T GRILLE PSGS STEEL, SIZE PER FLOOR PLAN PRICE RC GRILLE BE 6 ALUMINUM, SIZE PER FLOOR PLAIN TO R GRILLE PRICE SERIES B1 ALUMINUM, SIZE PER FLOOR PLAN SG IR GRILLE AREGIS�630�L PRICE ALUMINUM, DOUBLE DEFLECTION SR R REGISTER PRICE ALUMINUM, DOUBLE DEFLECTION & QED. 620D ER -I EXHAUSTREGISTER PRICE ALUMINUM (S"x5") 630DAL ER-2 REGISTER PRICE ALUMINUM (1OCx1D) 630ML ER-3 REGISTER 630D L ALUMINUM (14"xl4") ER-4 EXHAUST REGISTER PRICE ALUMINUM (16"x12") 6300AL GRAVITY VENTILATOR SCHEDULE NM1O -..-.... '11-LOPT MODEL NO 9HROA1 SI i COOS .1ST 1ST VF CANNERY WITH ROOF CIF ..= OL'NTCNW4liFIEL BACK DRAT 1-a DAMPER k HERD SckEEN MECHANICAL LEIIGEND A AMPERES, AUTO RICH THOUSAND DTUS PER HOUR ARM AUTOMATIC AIR VENT KW KILOWATT AB ANCHOR BOLT KWH KILOWATT-HOUR AC ALTERNATING CURRENT ACCA PIR CONDITIONING CONTRACTORS L ANGLE OF AMERICA TAT DEMAND AIR TEMPERATURE AG. ABOVE GRADE CBS POUNDS MAN MR HANOLING UNIT LP LOW PoIM Al ANALOG MEW LW'T LEAVING WATER TEMPERATURE ASHRAE AMERICAN SOCIETY OF HEATING, REFRIGERATING AND AIR M MOTOR CONDITIONING ENGINEERS MA MIXED AIR ALLOW ALLOWABLE MAX MAXIMUM ALT ALTERNATE MCC MOTOR CONTROL CENTER I ALUM ALUMINUM MEGH MECHANICAL AS ANALOG OUTPUT HER MANUFACTURER AP ACCESS PANEL MMBH MILLION BTUS PER HOUR ASTM AMERICAN SOCIETY FOR TESTING Ms MOTOR (MAGNETIC) STARTER - AND MATERIALS AWS AMERICAN WELDING SOCIETY ADD BACKDRAFT DAMPER BE BLIND FLANGE BUY BUTTERFLY VALVE N NORTH, NEW B.G BELOW GRADE NFPA NATIONAL FIRE PROTECTION 1 STU BRITISH THERMAL UNIT ASSOCIATION BTUH BRITISH THERMAL UNIT PER HOUR N.C. NORMALLY. CLOSED N.O. NORMALLY OPEN C/C COILING COIL NO NUMBER CUR CALFORNLA CODES MIND REGULATIONS CAST COOLING CONTROL VALVE 0 OFF CD CEILING DIFFUSER O.C. ON CENTER CF CUBIC FEET BEER OPERATING ALUM CUBIC FEET PER MINUTE OPNG OPENING CHW CHILLED WATER OSA OUTSIDE AIR CLEAR CHILLED WATER RETURN AD CHWS CHILLED WATER SUPPLY CIRC CIRCUMFERENCE P PUMP, PRESSURE CLG COOLING PAR PARAGRAPH CO CLEAR RD PRESSURE DROP, ' CO C PRESSURE DIFFERENTIAL POE PRESSURE DIFFERENTIAL ELEMENT CONCREEANOUTTE CONCRETE PE PRESSURE ELEMENT - DECIDCONE CONSTRUCTION cow COP COMFICIE ION PH PHASE COP COEFFICIENT OF PERFORMANCE PI PRESSURE INDICATOR (BIT OUTPUTNBTU PUT POINT OF CONNECTION 1 PSF POUNDS PER SQUARE FOOT CPA JUST.INPU CONTROL POINT ADJUST. (4-20 MAX) P51 POUNDS PER SQUARE INCH CUP CURRENT TE RETURN PSIG POUNDS PER SQUARE INCH GAUGE: CUR 4-20 MA) CURRENT TRANSDUCER BldRETURN PVC POLYVINYL CHLORIDE CAPE CONDENSING WATER RETURN CWS CONDENSING WATER SUPPLY O FLOW RATE D DRAIN R RADIUS DEC DRY BULB RA RETURN AIR DC DIRECT CONNECT RAD RADIUS LOW DOMESTIC COLD WATER RD ROOF DRAIN DEC DIRIST DIGITAL CONTROL RED REDUCER DEFT DETAIL [POINT REINFORCING DHW DOMESTIC HOT WATER RED D REQUIRED DI DIGITAL INPUT RG. RETURN GRILLE DIA DIAMETER RR REFRIGERANT RELIEF PIPING DL DEMAND LIMIT M-20 MA) RS REFRIGERANT SUCTION DO DIGITAL OUTPUT ROD REACTIVE LOAD AMPERES DP DIFFERENTIAL PRESS- (4-20 MA) RPM REVOLUTIONS PER MINUTE DTF DOWN THROUGH FLOOR DWG DRAWING BY DIRECT EXPANSION S SOWN E EAST, EXISTING SA SUPPLY AIR EA EACH, EXHAUST MR SO SANITARY DRAIN AGE ECONOMIZER CONTROL DAMPER SECT SECTION EAT ENTERING AIR TEMPERATURE SF' SHE SUPPLY FAN SHEET PER ENERGY EFFICIENT RATIO SIM SIMILAR BTU OUTPUT WAR INPUT SL SLOPE ELEV ELEVATION SHEET METAL AND AIR CONDITIONING EQUIPMENT CONTRACTOR'S NATIONAL ASSOC. BEAT BEAT ENTERING WATER TEMPERATURE SPEC SPECIFICATION EXIST EXISTING SPCO STATIC PRESSURE CONTROL DAMPER E%H EXHAUST SS STAINLESS STEEL UP EXPANSION OWNS STARTL STOP OR SUPPLY REGISTER STD STANDARD F FAN SIM STEEL FD FLOOR GRAIN IM STEAM FE FLOW ELEMENT SV SOLENOID VALVE FI FLOW INDICATOR FEW FURNISH AND INSTALL FIN FINISHED FOR FULL LOAD AMPERES T TREAD, TANK, THERMOSTAT FOR FLOOR TGV TEMPERATURE CONTROL VALVE FAULT HE TEMPERATURE ELEMENT PH Fi. FOOT, FEET' III TEMPERATURE INDICATOR 'F DEGREES FAHRENHETI T&PRV TEMP. At PRESS RELIEF VALVE TT TEMP. TRANSMITTER (4-20 MA) CA GAGE TWR TOWER GALV (DIVIANIZED TRIP TYPICAL GENIE GENERAL GPM GALLONS PER MINUTE UTR UP THROUGH ROOF GV cRAAtt VENTILATOR VOLT, VOLTAGE H HAND B VAC VOLTS ALTERNATING CURRENT HOC HEATING COIL VAR VARIES HCV HEATING CONTROL VALVE VAC VARIABLE AIR VOLUME HHW HEATING HOT WATER VDC VOLTS DIRECT CURRENT HHWR HEATING HOT WATER RETURN VENT `� VERTICAL VARIABLE DRIVE HHWS HEATING HOT WATER SUPPLY VrR U WOE STEP THRU ROOF HORIZ HORIZONTAL HP HIGH PRESSURE, HEAT PUMP, HORSEPOWER, HIGH POINT W WEST HE HAND swficH W/ WITH HE HEIGHT WE WET BULB HTG HEATING WMS WIRE MESH SCREEN HEAR HEATING, VENTILATION AND WE WATERTIGHT, WEIGHT AIR CONDITIONING HX HEAT EXCHANGER DIAMETER HE HERTZ OT, FEET INCH, INCHES 10 INSIDE DWAETER HE THAT IS IN INCH, INCHES IF CURRENT TO PNEUMATIC TRANSDUCER (4-20 MA INPUT, 3-15 PSIG OUTPUT) ®YAIR AIR AI Exk ®R SINGLE LINE IX1PAE LIME FIiiPG SFYaLE LPE WALUE LINE FRiIW -2 �i OWR V0.U'IE DAMPER I� 1 TWERSO DUCT RISER �LJJ� �I RRCAN PLff DAMPER �L�^ TWLAR FICDROP FD C� FTC MOTORDAMPER DUST D ] DOCi DROP Flp � W. 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AND WALL GP MODELPA BA OATFOF -� CU ON ROOF DETAIL CEILING EXHAUST FAN DETAIL /` 7 Numen uUNNNGE scale NoTRCREMIP 110003, �., SCALE: NWNS 1 22 GALE L 2 HAY k C IAI LEI FEU INSTALLWTTHINI/2 FUNDERSIDEOFDECK nOT '' 'r 77 EP t N 1R cc FIWPI TRAP ) 'ALL AIR OUTLE U_VIOE 1TI1 - -CURE IU xl STEP r UNI,Tm L APT uanls STRUCTURE ABOVE 0 MUONTEO ON ELLER REVPTON DATE NUMBER OFNSUNI — _ IN�TPJAIION SUA,UR - Y°- ` }yEE III SP.AI'S DROP DOWN IN WALL _ l TCAt FIF%16L DU 5'-0"➢NG } �I OII FN IT S P hl T I V✓I_ I 7LUM' CAPPER E P CORRIDOR STORAGEUNT T J"I UCI � E ! i W MAINTAINS 4 CLEAR BE IDW ALL - R 5111E/1 ER ALL DUCTS, UGHTS, PIPES I OTHER "VI tF TO AIII P IN EIII1' of > ITEMS WITHIN UNIII AND SEN �I�a 1 '14L IN CORRIDOR �� Y,i .i J_ UH- r rM1_G°° iz - LE 1 1 C MIN. WIDIIS C➢IRL TO L5 k OIM.IETEP I. 91 �- / AT S'O3/4"CD "CLEAR MIN. II N DIF 'J9Fk \_ ATTACHMENT TOTHESUSPENDPD CONWMA DOING CEI M(. RUNNLRS 02 OR( RUNNERS CD THRU FLOOR. 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REFR6[RANI PIPING BURLIN6AMF BLOC-DEPARTME 3, q70 FLOOR i"Q. u NI '.1 RUP MILL TAPE AND MATUP tee_ CKP TIED ON METAL yi2 � ST w 22 C GALVANIZED Si.! 4 SLE-VT IRVIFWEG BY DATE REVISION DATE OF / NNMDATOF BPR ISSUANCE TYPICAL SUPPLY AIR BRANCH TAKE -OFF / 9 _ RENDER IssupNCE CONCEALED FAN COIL UNIT INSTALLATION PIPE PENETRATION THRU RATED FLOORS 5[NE HmiOSCALE SG@:NOTOSULE \MOUDI 1V BraLONOTTDuuE \lyli. ISORR Name PUBLIC STORAGE PS PROJECT NO. CA17163 UNIT MIXVERSION:8 5/27/20 OVIMAMUraw 1801 ADRAIN RD. BURLINGAME, CA 94010 Owner Public Storage, Inc. 701 Western Avenue Glendale, CA 91201 NO. REVISION DATE ftE G6VEGATI 0 BCITYBUBMITTAL O Jet PC Resunni 10/092020 Qp Addendum A 10/1MEM Addendum B 1GI3W202D prA 2nd PC Resubm" tT/vBGS020 Sbeeename HVAC DETAILS i MY: IA Di by: Am CM1aRMb KaP Nxk=M Na. 20458 sMreLNu. M0.03 FOR mLe: Z020.114 UPOATED 0127-20 US CU4 OLL3 CLL2 CU-1 H%MQ11O7YDN R%YO1EHYDN IUYQ192TYLW MNQ1921YDN ISO 1YA1 Ve' VlK11R v2,1 IJEI BHFPOPIWJ - ONE TOM SHFPQPIFOU BHFFINFRO.0 700ft 70,Oft TO.O1 70.0R Jlavi We , _ X4131e" ' _ W411. WV ' 34v1310" , WINE MSTUO KHRP28M131VB KHRP28A73T6 KXNP2aM79T11s 32.CR 'J2.OR 920fl 32.OX ' WM1113' NMI VB• 51811111e" 513xi 1/S' 21.Oft 21.0h� / 2LOfl. AR We[7le• ' 10c7R , 3MrTIB' / ' WMAA' / 161!✓PJSMTIW pIRW[WII1118 KHRP28M2R19 I% gIRMOM7211N _ PQ 21 AHLL2-1 AH F%Ng9&MVJU FXM00mM�WdVJU F%Mg99MVJV FYJA093MVJV YOR 3eAfl ALSO MOR 9 S:d[Le' WeSIMI 91ID1]tlP AHU 11 AHU1-1� O 01P F%M093MVJU FXYQN;mvJU F%MQNWJU F%MQNWJU CLLELVI CU-ELV2 R%YOMAYDA R%VDTZTnvDA 1nAR 31ev314" �L FLY �u 1BXile" AHV OFF Fx.Q72EAVJU 9 TO LENRULISDCONRICLLEIi OVO ;EMRALI2ED NFI.F2 p OUOFCEHIRV.RE AE RF1,F2 OUTOFi FHIRALVE CU.1 OVER WA OVJ W$ LV-0 LT L2, Li %%)y.X%%X%]IX3p11 L L2. W XY9.%%%%%%%%3 C, Lt 12 L9 %%%XXXYSX)S3M1 Li, L2, L3XX%%)(X�OR 30M1 RXYBI WTAYO R%YpiBZ1AW _._. _. q%Vp102TAVOq _.. R%Yp1B2TAW OUT FLF2 A A RXY01B2hDN R%YpiBZIYON R%Y0182TVON RSI01 PPY0N IN FILM IN FLF2 01.OR .F pyQ2 T•. T• p1A2 01.02 L1, L2101AIph L1. L21D1A 1ph LL 1H 101A tpF, L1. LE 101A 1p11 - •. P1.P2 ••PIPS -� •Y•�P1 PRP1.P2 gHU2-t PHI AXUR1 T•I gXV-21 �I F%M099MVJU • BRC1E73(1) F%MNRI_OMMJJU • RRCIE]3(11 F%MMINNNU C1E13(11 � JU I BRCIMN) F1.FR FLF2 Ft Fn _ F1.F[ T J -I. LY 1O.1A1Ph ,U 10 IA 1ph LIU 101A 10 LL L2101A 10 J Lt �� I SRGtE]3� •� • • P1,P2 - • • Pi P2 AHU-1-1 •' AH0.11 • • AHU 11 • P1,P2 gHLLb1 P1,M F%MCAWYUU "BRC1E]3(11 F#Ap9PMlUU RRCIE73(n FXmQ96 NU (tl Fp3pgN.ryJU BRCIETS(11 F1.F2 � Ft.F2 F1,F2 F1,FS T F11`2=AWG 162 IS REQUIRED-HOWMER ALWAYS REFER TO LOCAL CODE FOR FURTHER INFORMATION. F1F2=AWG ib2 M REQUIRED -HOWEVER ALWAYS REFER TO Ll]CAL CODE FOR FURTHER INFORMATION. FiF2=AWG IN2 15 REQUIRED -HOWEVER ALWAYS REFER TO LOCAL CODE FOR FURTHER INFORMATION. F1F2=AWG 1N2 1R REONRE0.HOWEYER ALWAYS REFER TO LIXAL CODE FOR FURTHER INFORMATION. P1P2=AWI IS REOUIRMLHOWEVER ALWAYS REFER TO LOCAL CODE FOR FURTHER INFORMATION. P1F2EAWG1N2 IS REOUIREPHOWEVER ALWAYS REFERTO LOCH. CODE FOR FURTHER INFOR ATIM. Pfl2AWG162 I$RFRUIRFJYHOWEJER ALWAYS PETER TO LOCAL CODE FOR FURTHER INFORMATION. P1P2-AWGib213 RENUIRED-HOWEYER ALWAYS PETER TO II]CFL CODE FOR FURTHER INFORMATION. 1 TO CENTRALIZED CONTROLLER CU-ELW L1, L2. L312.343ph L1, U9A 10 R%YOT2TAYM _._ _....._ ¢ R•PIF2 IXTF1FAH RYOTAYOA FMU�DIETS.(1) I IN FLF2 FI.F2 m,oz ITI F1F2NWG 18 IS RSQI)1RED-HOWEVER ALWAYS REFER TO LOCAL WOE FOR FURTHER INFORMATION. PIPAAWG 1$2 IS REQUIRED -HOWEVER ALWAYS REFER TO LOCH. CODE FOR FURTHER INFIXtMATION. TO CENTRALIZED CONTROLLER CU ELVI L1, L2L312.3A30 1-1,L294,10 RYYO72TAVDA --.. - OUTFtF2 Tr •P1.P2 F- LL V ' R%YOTAYOA FXMONSM1I • &SIET3(1) NF1.F2 11, F2 01,02 FiF24WG 103 13 REOVIREDEHOWEVER ALWAYS REFER TO LOCAL CODE FOR FURTHER INFORMATION. PIPDAWG 132 IS REQUIRED -HOWEVER ALWAYS REFER TO LOCAL CODE FOR FURTHER INFORMATION. CU 1(2) RxvV OITAYDA ueM R%Vg192TAYDA AYDA Wp R%Y0c LN<a' R%YCnDMkYDA a CUELV (1) RXYO]ZTAY A, T LC Q7ZT (1) MI ZAYOA ImEI&I DCMWIA71 TAO eF�C1A'I INS P:olea Name PUBLIC STORAGE PS PROJECT NO. CA17163 UNIT MIX VERSION:B 5/27/20 PmjMAddmm 1801 ADRAIN RD. BURLINGAME, CA 94010 Public Storage, Inc. 701 Western Avenue Glendale, CA 91201 NO. REVISION DATE „ DereI 6fT l IS PC Resubmittal I I0105/2MO LA\I JWaenaum a 10112202D ,A Q/� Aeaenaum s tDNOr2Dz0 Y. 2na PC ResubmdWI 111ANQ2020 sheee Neme HVAC REFRIGERATION DETAILS . NEW Ch"kedn«kea W: LAx KIpmjed No. 20458 9hee,No. M0.04 ta3 MECHARILALMAROATORYMEASURES Certmeatlan of Equipment EMchnry l§it0 and 5111) yIn Me Applance RegYlauapplance far may which more Is a Chadjurrinfla UM only ache manuier4neerartua MreAfiaJ to the CCmmlman, mspc 0 Nwe resulauona Nat the epplanar¢m01im with the applicable s nerd V Met applBr:ce. For cenlflea appliances gone www.onergy.w.govlapplWnws/dambaw HVAC equipment el nG l$112) Jrj Mechanical equpment'nstallea In a bolding subject to these regulabore MUM M wMflea as meeting mftn minimum Anceney These requ mmenls are Concelnetl in §112 The AFUE OOP, EER IPLV, mmWeum efioenry, need Nalmal efioanry values of al equpment most aefermineO III Me appnwbb last method apeofiai In tf a Standards The Following space WnalNonlng equipment may be lnabllea only if Me manufal rheas wrbRea Nat Me equipment reserved or exceeds all applicable eflclenry requirements of the Standards: all am wnEltlorwra Must Pumps and condensing units>135000 Bi rT all stair of l An 9az act AN firm mmaws with Tgrt mi>=000 BWM star haw en lMemullml gn M inR mMd deNw (IOB), and have either power mount ma flue damper. seams, Water Head" lit 9l and§1113) Q'L CStbn by ManrdacWrere Any service waterheennga era ore pment may be eO90 only if the manufacturer has central that the system or equipment wmplles wed al10the requirements of Nis mu dlon he Nat sysem a equipment. OWN times mwM On rysipns Nat have a Abdul apaGty greater Nan 161 BOON. outlets Mat adenine AV her then Merck, water tMNmnmuAN as listed in Me ASHRAE HaNb , Applkatloms Volume shall have we rMe remote heater, heat excM1engeraor booMerab an" the Doi w%b the higher WmpamWm LI Conhola War but seder msNNWn systems. Service hot water systems xM cheragng pumps or w elect lhat(miss vareence shall be capeGe of sperarkely mmag off Aw syaterrl. ® Ireubtlon. Unfired servlw water treater storage center and backup lance N Wlar vwrer-heating systems shall name External nsulaton with anInscenea Malue eir et [east R12 or mterl:al and Exmmal ineularbn can a mnbined R mn of at lea9l R 16, mne has Maw of the pink somata W9 Man W-F Wateralr%mpvemm dMbr shall be ma does Si Bar per Fluor Fin splwa ROAD ❑ Water Heeded Fadmin latun Lcops Serving Multiple Diddling calla Hgorleas R is ntlel KALIF MAN Ford Nonresidential as Rsmtl on §113 (c15A, B, C, D. E. F. - SavR'9 wed lea In MCA buhldhgs. Any r'a'IYw Ilea Gllhahlg mnMNxia] by Na stars, shall maker M SeMW water h ng farm a system NM persons M IPast E0 Nr tot the energy needed for Amway water Meting gram site Molar energy or rewvared enegy, POMn need stall Sella weer heating and pact treatlng measures (§l14) ❑ Any pod or spa heading sy or equipment may be InWied only if AM manta ter has a ed Net Ne system or equipment me all of Me U 'ng: a EMoenW,, a On-offawsh Instrusit permanent, welly readable, and w McMm og awrtl Met Shea, instruction ter the energy Ancient operation of the pool or spa heater and for the pmcerwre M pool W spa water slim a Wver b used. e No Oe maNarceh [C lnata0agon army 11Wl0r spa system orequ pmem shall be astanedvoth atlw5136n0mofppa shall be installed betwwn the flair and the heateroraea'ared Motor and mean lines or bun in a built-up ConneNons and shall be inMiled to allow for Me Mure Adtllgpn of velar heeding ❑ Coven A cover far earner Cape or outdoor spas Net have a heat pump or gas hwter. ❑ Pool shall have dreaoMl Inlets that adequately Mx the pool water and lime srvllch or similar monad mechanism label W InMtalled as part d me pool water GWUlatm wr iml wstam Ventilation 1§121) Al endorsed spares in a burning Net ere rwrmelly uwa by bumare shall lMm Mland In a dace with Me requlmme of thin serene am Na C9C. The comoor aN-menthsgon race and av-dismbMlon assumptions made in me design OFthe Ventilatings Wm small be carry deputed on the bullamg plains required by§10-103 cr i11M 24, Pen 1. Igl EveryM In a building shall be deign to hays Mddox air-svml tl by NeMral ventilation a Machanhal wdlaon. ® There a onupancy. The minhmen rate of olMWr air required by Semlon 121MO shall be suplNied b death space A all times when Me spare is us W ocwphed. ❑ DuaiMMz Hw aWCwlbgtNi@WrremanMum plddum Ls wen and MMMnMdWr Off 10 a zm81h 9M orcwl'ng unitvNWMen supplies their to a space in mlarb moisture reqUIrementsoffie eled to d1scharam aides: "bin Flats offle unit, m within15built of the unit suall ermnllellthe creoor air y�g AN the SAM. and at as "bdanotie MW 5NWN minU DC Design and Choi RequlmmenM Mar Openndw W WWmr Alr. All metl:aestedmuntan and epeRWnd111oning systems shall he deshgnen Win and have InMlled dUCIw dampers, and Audi to at aU6hae Mr Pines be Amended at the larger of (1) Me mbhmum l is specified In S w121flan or 2 me Asia dMuhred for mauchn d exhaust seaapis Fort am required Do premium, for mnml a Islam, w for me remount of Contaminants w in the ire. Demand COMPAI d Vemla ion @121(c) ❑ Every ryes "UN Deming! Cwbd Ve atbn. They must haver an a0 e¢nWNer: and Vey Verde a spew will a design occupant der 4, or minimuan swam (war tailor for NissNissang purposes, gmotor than 6r equal to 25 pea le par 1,000 Af(40 aware bad fair parrizi and to egret a single Done system wed act Wn rds or multiple Adds spmems Win Direct Dilated Controls (DOC) M me cane keeps. COntkdA(g122I ❑ SAM pumps Min supplementary assume re Mnre hNmm; should paved supgamwn heater operasen wbm Me UN k¢d paned need W line Must Pump alone: and ❑ In such the wbon mMNMuAd ter Wmprwsion Mating a higher than therm WmlremttoM ter ?1 85F or higher, ❑ For HoteUMobl GUAM Room and HighMwe px8ltlennal Mlellim Unit Therrrrxlabl shall have: Numerla tomperaWre sepolnis "n °F' And Seleant Moss aumss ble only toaidegaz d pereonol, te ache wuoheanng and wayUN and meet se2W IWit `J Hayl Fume Conbo5 A0 Met Puma with wppbmw6ry Si& msMarm Fears slot be installed with wit lls that comely with Season 112(Mal. Shut-o aMAH ContWHbrSaee WMtioning Systemsshall be lnsblletl with Fonimm that wmplywonwl WwpabledeutomaUplyshurongof Neatl ausingp odsofnonumaM Orion have W having an Mmrew Um a Conrad act m,ae Ne manwl Ov aMet allows the opmenm ofthe system for up Do Mum. ® Dampers for Air Supply and Exhaust Equipment Outdoor air supply and exhaust equipment shall be Wrallei Win dampers Net euomatialy GoaD upon No shuts I] Isdatlm Afw Oevuac E samwftll i" eysom serving m MMeaa¢ aid nW WmlUoned Peer ere at more than 25000 sgwm Area shad he demenea (nsbllai, ante WAd sense Iodation a L] Aurwstomatic Demand Shad Controls. WOOD systems wM CDC to Me 2Ore level Neale prrgrammed W allow mn"ly demand seal for Iwumnwl sites Pipe lmltlmfon@123) lia'I Tee piping As all sea MilbniN and service weleYlwtirg rysmma wed build lemlxsaonw listed In §123 shall Install the amount of Insulation linked. Dud wns"Won and instratlon fli X All air d6NbVUan System duds and plasmas, including, but lid IMW to, building mvNea, mechanical decade, a1r-handler hams and support Platforms used an ducts or plenums, shell be Imolled, sealed and InsulaM 0 meet Me requirements of Me 203T CMC Sammons 601, 602.603. ADD, 635, and SoedaN Ad. Acmphnw Tech fli and Retell,¢ NOnnaideMlal Apamd NA]) X Before an oswaay parmlt is granted Me C alfimte of Aaepimw shall M subm to Me enforcement" Andy Net cwm Nat the muipmmm am eyatems newt femepbeha requirements. RMdgerabd Warehouses flun) A renege atokJ mmhouw wnm NOW Wltl Mirage And fiwan slonge sled d3.00O apuam built AD lager small meet NeImuletion regulaments by reMge,md mr@Wuses listed on Me Rwslue; in Table 12NA. ❑ Undmiab Mating. Elafrk resistance Pont shall net ed used fw Me Wraws of uMaeab atln C Evan tors.Fan-pzmmyd evaponton used in coolers and(ree ers small conform To e singed phase tan moors Isss Men imp and leas Nan 480 volrs small be eoctronlcally wmmutffid m]tors In addition Me EmpmWr fans small de valzble sµ N and Me speed shall be mr ld a ❑ re.Wlse Contl n BWewmMlbe. Fainfixeresda coundonfroure or sysoms lNfaing emmon a nman bearepaemva'y cooked Condensing temperatures for euepmatI corder cam under design wndi inducting but set limited W xdmWm awed by cooimg to m shall be leas Men or eglfal to Me dwlgn u'elbulb 0-Fin[ re: did 20°F In lAamwawher Me dee the alt weWuMtemamure Is lean teen am{ an 7Dvi 810 ❑ o plus 18°Fio lowwN where the design wMbUlb tempaaWrebbaater Manon 76AF and dto76r COmprSsars. Cum pit watMlNlempamw2ia greater NanaeaaP in)6°F. Pre Do om Oat a mini in u Condensing tedwerHhouW y070-Tomb mmpmr orspeedg� uo�mwmpmMonimum wMannberspal be ury Cents 70'F nmWnse mmprenmepee prewtothe WrMan bear VacooramlWbeloanWmem Narl to 6K)w ]wtlor,AInput in power toMherOPMm Atoll bawnbdletlobesew Man Or egwl oat arantofNll Icetl mpepwsrvfien operebf At 50 pencaMofMil ream}., Gu caamy Mechanical systems CE n IUTEOFCO O LE N C4MCM E p N P. DECLARATION OF REMIUD CERTFICATES OF VMIEIUTION. behhh"eelMngl "nl may is aemwaa mess aavmmn 4cmmpereebvon b° yinyeemawiw, mefevDrove meehyo HEflSRwKKnrepmy, bulamflz wnbe/evM wllnem As NO yMn1k Sold inner°., WI r.. f Now MCH06X Ova Leakage TOM ❑ OBE: Mar hew cap by a HERS Audi r s assertion 244[bnue AD UNIDO Workebret s ❑ ❑ rE: afm<x <mwkleeeraxERsamr kips MCNE] Nlennu MIAM M ❑ ❑ r + OBE'MUR be OMPk by°Ads After Wooz-VACH-32 Math fiffircummi F ❑ ❑ EFefishe mne A, FwMMroby 9 HGS Rmm Gwmnng anrgytma WMmp. U196'muaieenWl asset :moreover Oxides Underan Mechanical Systems rAmIIIGR Df COMPLIBWCE NIMMuMAS El eq Heine: PS autingame Tl 9epvn Page: e°110 I'ran Aeareac ]cal Mae, Ix MYn GMOm ^- owe wewrta: 0mi AIDS U LM3AMNL =N Iohkmi4:rctb a: aaale. nepbn.. anar Iski we ry MIMI me m1perne nmmmrmmmtraemman.All "r a n a[vd.eil - 02 Dan $new do nose, mnme ANUm n rmo anaato es Mc m¢mMm Yes MOW DOCUMCMATION AUM0R50ECEARATIONSWTFIAENT: a.iamHa: mOrateol Cwngb neliomsa .:W mmplme. pea gpma.Nawa. t>wma mrm<hollmwNa.s company zae&Ano[atn senaepl.Dam 30/3/xw Amnn: M W,170 greet sued an OAIxERrvtirotbnMmufien(nappvmbkl: OryIMaJLp: nuMm,G9Z6Z7IFrM,, 19491515ALMIl IUMdz Methli. lry%unev wtiW wperVarv. under too laws Ad the Maas OfCallf°rain 1. e Napmaa+npMdm As Up 4 ifig be Plhtee N caste ON caned. m ApEleurda, Mwbn 3 cam Burr and Pra we maaaepahvpeBkry for ee bnxln debew wnm eapr NaamnS an uN[aanmeOf 3.Thmplance enable, I'd µNolmz vwlmnnni mah'laN mami and MIm duns devlrm fin the buildher rarenm w item,decide dalnW an Me ceV ad Ad Wng motors to the vmW onN M Tax 24Now say Port 6 a1N CeIIKKna Case Of wariaz nx. ..,I.EwmMa.der.l®arh.xp..icemde�fnwrMan:axeemmarenlwrewLnmpxaneaammNo-r.twlmnre arahmwn anwwapwlmae ttmfAun•eda[umenCwabnrelynleulMnm p4nxahaxpeelMabnn MmhW lust mint 4eearylweppmc vadd Web pmnap Uq A$ Will MUM that a CMPlehd Vaned spy of ND uNficMe 0 cmpiw ¢,hall he ma lie ulln l%e bay daypelmNls114wM dk andmkke ay life tome a.Meementiehwyball applNabk nxpenlers uMenuMMet awmge7ed Wneaarcpyelm%hNOp cal[ lan[al ibbeargI Are amanwwanlM I.adM PaXnmiMkeGnowmnatocugaaa Ramp°dice move, Nase, law XZes PuwnVlkeN pwN am Cmmpem: Tew6 Awnmhx Onaslenea- 1R/ 20E0 elm 711w.1]MsYx WMOE IUm .. 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Leln ❑❑ Ka4fimll6 Nnpl Pe omte Nanmmk"lWh puMawm.TeProrpxtenmdi ❑❑❑ ❑ spMM ednehene<mna Control lsvmm ❑ varam19 NSn Nnmrmiws ❑ SANMMVWa amryuv°x,eskee Far n aescur a lemaduw.sets NwmAMtlalrmpMre Mmaffie..a°:..®mn'm aaroerlmn Mxhaniwl Systems CE CIEO ONPVIANCE HRCC MCHE no claims"[ Is unit or �monstra� C�OMnW far m lembirsr waysthe More Ppandpry emorutminO Pomp cans Ming e rb Po I e" SL.a•¢LIL4lp)Zjo•°Ibmaonx 5 Wn gamni Page Page Pm [l ntltlress: ]Bll Adn P Ingame.Cg900]0 IePrepare EO 1pO3 1 GEHERALINF B TION --- ' Ol olantmtwl(6M ddheme caul Coni roor Are., 113.741 0E COmateTone 3 and toneef wro•ea 1,620 03 O[ pa ryiypita WllM1lnproleab O6 gotl5tokeslHab Z AN Above Grades E ❑ (al El v Nevada Good P sMen ❑Han Rise ResideDIUM Amiem) ❑Retail par ❑ Forced ((I [:] A,lMatabfe Clark Died fil; ❑Non rig ae(5) ❑Headhi Fxll"(A 0once write lnl: Mwam$l Mai I .:ten a mne con xverc•mneu°n me LUM"i Warpy smmunnn a weo+ne at me) aide re mLByyyW7nIPQKtp"bfM f ,mPiC3 :pf a=Merl n PRWECESCONE ' " Took mstrutui ami any mcdeo,courann, that h'n m..M cauf the pwrm,tempi ad.. card ... troops aom fMic load the suarepoll polh,M11maim argo@l?far ah mhave, MY Pmled mnilna 041r3:a2: aP matapplYl _ Or 02 or nnsyneMsl beefsvn pry System Components ❑pHelena AN ❑Water rm ❑A•Eawmwer Q CwI {N M5amem Pu p ❑ Drsal<Pnuun¢xeaa NI b IUtri c ❑ sV PIPInP. ❑Ap S Yesnx OMNnmI COIn;Ms(m Mareman al tried Arm ❑C co gioma¢ 1]Duewmk @alstlr:gmr,me ln alined or now) El chow, Pv 11 AVIIIIAIII I ❑Z6naSRems/Term,, I code, ❑ [: CDMPLMNCERESUITfi _ Teal ayrNl oo.esnp 'CO ICOMp[Y ear CtSki vehaceptici Cpnd' s e(erlp Z°ole O:jmpu a°nee. 01 ANDI o 3s/ AND W exUV�1 I Us e'djum, 06 A Term 4LL1 COMMIS 15ee Table xl Nam 0 Ice "� as D W 511111 §M64 UD DLlSg4Lr1 (See Table Gl r E mXea MM -system Central �, 4vK Tai ers LlQW Co"gnnn Rewln T 439.4N1. Duenbkn (see Table of (son Tabled Ise¢AblEll DSeTab@,4 Seelable M) AND MD sm her MfM.mry AxD MnsulMemMIeM.15ge'rWlarn0.nllsl AND LOMPIIK COMPLIES Gpawvau:erxyarmmsyxnaw-mlexmveueamWrmnpFarvs"n a..w .w almeu r : moevmm Mechanical Systems NRCC MCH-E zdta ox® ' 30ID 100 ' CERIrmebm OF COMPLANCE P NIe<EName: ExCFpnOW14CONNmoxs � � Arm ionic G Onto Plan wid, uncer'br,nawuse f "Indiana madedata d in loble,throughout o f Term t ble0ihall been 1hI,DMdby 'he commit -AMItrual RQr.Arksf permaapp-> senp E. ADDITIONAL REMMXS iFi,loblelnelue¢remarkimueebY n ir°PoNmnf M1 M1 rilYHnving F. HYM SYSTEM WMMNLY(ORY A fil SYSTEMS) m61e1 s: ampkle mejeftsng equipment small a toShow ,rehi"rh Mori we..em nnfountlinge! oneguJondpre. erequ me me1n5190. , a4g dillwireJaziDeNk ,jb yp[g2mr Wkr a; ,ndeni heat pump,VgF, mums antl unit hex.el Drysyrt°m sgWpment Sizing � Iuaes am 01 0E 09 Ad 05 1 06 07 OB m 11 EqulpmeMS,ziMMrmKhanimiSd ulefktu/hl1§40.4(a&:l Halting Output i I Co°line0utpuohi toad CanWatens.a Nam,m Epulpment Category Fer Equipment Trye per Ambient Size r her" Total era TaB iaMpyyypl jaNG ll02&nde 20 A lobe p pates H[mliM e �:Ie AsiN MI Semlhle § 41,1 p 0es18 Calm Tice Ih (el, kWad Output IkBm/M1I IkOm(111 Was B kOtu/M1l IkBiWF (kBm7T) CLL1 Varbbl VRF heat pump, air coo led YM 391 39G000 0 257,6011 257.60 399.000 2M." FReFdgenM low OF VarNNePgelattFlow WE Mat pump, air eared Yes 396,000 3%,,M 0 257.K 257FN 397,WO E76.000 CIFELVI Vadabla Beant VRF hntpump. air Cooled Yes ]]pC0 Sides 0 SS,ON U. 78.= o.ow CWEV2 VarYabla RNlowdBennt VqF heat pump, air molds Yes 77,N0 77,000 0 NAMED Fretted 7e,OW 60.W0 G gWIPim Edgy Effidi standards. N19 NnnrnHmealrmnPltnx:M1lm.r}„wv.-,vnura avrAMea9ramen.ne.,rw Odd rIDm Mechanical Systems CEI(IIRUIFOFCw VCE HRCC-MOFE PS Project Namc ngameTl BBumiurn PeaPepar: P30203010 rojeagddreu: 1803 Adfwn M, Burlingeme, fA 98010 Darla Prepared: 3030-1 OF T,MeG Un 1 FOUTNOTES EqulpmentsFON be the smalkstsl[L women me °vi mi of the armed equipment lane, °ea6sorym meet me dI hit bugmna Rr41:1S1p1 xmmarcfmskaarceamonv pmrk�<erallowrareeaarpmnpmAYpnmeeauimrenf reAaawe, sewdhamlpaMpMmrreAsnam+pew flanxeatmbref. al/e9 V - M1 N D Hleom red re, aurPUtrawbr pnk Jl ewenem.D..... Da M1.W7lnppulpmandboabknk Dry Sysem FqupmiE and In ue nPad ,Taminal AT, Con n1PFAQ and Pa<tige Terminal Mat lemis(PMP)) O1 02 03 04 OS M m OB 03 Name iaq s[IMu]nl� theadIngenshe i Coolie Made Paring Cond on rH Efficiency Umh Man Iffid Req°a IUle.24:. mersn Efficiency ElF(enry Unit M'n EMdenry 13 q=ger Tabled; 1202 i8t� Design Efficiency CLLl a200,00C) 47-Ftlb/43'iwbl]Sn CLP 32 32 EER NEA CU2 a290.00T 4TFab/43'Fwb OSA COP 3.2 3.2 EFR IEER Cloth NS. wdc135,W0 4TW6/437WM COP 3.3 4 IDEA W14ka.a HerWi x6SWO and<135,W0 4PPob/43'Ewb code WP 3.3 4 EER IER G. PUMPS - `ThhSemillAm of Apply _. 111414nentMS&AIREMMOMIZERS- -" - - - The MMOR lure' Net Apply Geemyuagy[nkln:cyslaWp-ml9xmunbsuil mmy:ara:Mu:/.w. F:Ikr9(gdpy�wCdE Obislde Air Caledonia a� rmm ( lazoi N) IPWEJgY nqq goc A, Jq7/ ra am m m�-w- M m RI M m N ad m 10 11 11 15 14 e5 2 1 5g1 I Ail a§3yg 1 a� y aa § �qq 1 ANU1-1 2M0 29IE1 2400 V N 2985 .15 .15 dIl 20 15 300 M] Y AHU14 24W 24 0 24c0 v N 2085 44] 20 15 300 41] Y AHU13 240l 240(1 2400 Y N 20 15 3W d1] Y AHUI4 2400 24W 290 Y N 20 15 300 447 Y ARUM 2400 2400 2400 y N JMI�5 20 15 30) 455 Y MUK 2MD 2400 2400 Y N 20 15 300 4E5 Y AHI 2400 NDO =0 Y N M 15 300 4% YMU2-0 2400 2400 2400 Y N 20 15 300 455 Y ZERO& ASSOCIATES Meow.mvdve. DO MAyu Pladift Name PUBLIC STORAGE PS PROJECT NO. CA17163 UNIT MIX VEMION:8 5/27/20 Pmy,tim ren 1801 ADRAIN RD. BURLINGAME, CA 94010 Owner Public Storage, Inc. 701 western Avenue Glendale, CA 91201 Ni NEVISION DATE PR 5 DESS00O20 BCITYBUBMIRAt 1MPCResubmittel 1010. = QAddendum A 10112/2020 Addendum a io/1020N1 ,pFA 2nd PC RwubmiUel 11I041020 Area Name TITLE 24 B BLDG ENERGY CALCULATIONS Proof Mgr.: Lea bran bp: nxw (mkeaW la eapprojadi 20458 AMMO. J M0s05 Table Conllnued Slide" Door 2 Entmnm Real bete gel=nd r od §110.6 ahulh Wndationl Oa5 0.]] SMGllmap 013 _ Vrlm all 0.11 0.]] §110.6 Dv uitTabl a 16 17 19 19 Frame Type Glazing Type Glazing Tint - - Predict Performance per Default 110.E Tables Siding Door Metal Double Pane Yes Dubs 0.77 SHGC for On Sall Doi Metal Debbie Pane Yes GTE _ SHGC yor 0.77 'FOOTNOTE, if any lndSWtl W glwedtlm-pmdu[tis nan.mmp"wnt x/ as more show Obnw using an urepwelghfed wlmbU .Aremweiphfetl Calculations stows in wwmfe acres "iOhw while Mow. 'T�e NA6Oejvult Cakubfbn wnwlybe usMJorbuiMinps wlfhksfhon ZWjrrojsitebuJr gbnw.1/Mep/ole[f has greater tlron2Wfta, M miyvpdomjwdewrmining /eneslroWnvvluesareNM[Ce/IlJkafkn wtbe Oefauh Tobks m.§]14.6 Wtlprttl Avenge 4fiamD 5XG4 VT[ampllan[e filudalim Flu VerdmlferwstratianaM GbeaOmrs of 1 Dz 1 os 1a4 m ProduttPerfarmarl[a Untt TmalArta NFenesiratlon (Ili ArmweigMetl UlculaTon (or Fenestration UmplFanrn PemkS Uarig Area we%ut U Wation Outlets Rquied INS Onto Oiacbr 96 OAS 0 COMNg (R)SHGC 96 0,23 O COMPN6 VT 96 G.l] 077 COMPLIES L. DAVUGm IN LARGE MN WSPACES This Section Does Not Apply G OUMIng Energy Eechody Standards One paranoid tmmplienu hop//wwwenere'Inaa /td,24/e019swndards M embermen STATE OF CWfORNIP Envelope Component Approach CERTIFIGTE OF COMPLIANCE ------____......._._. _._- - NRCC-ENV-E rojetl Name: PS Ourlllegame Tl Report lbec: Page 8 of Project Address: 1301 Adrian For Burlingame, DO 9 M Date Prepared 2020.1 M. DECLARATION OF REQUIREDGERTINCILTES OF IN ALWNON TOWe Instnvoionc Selections hove been made based on IVmxwr w provided in previous tables of this document ICony enforce, needs IO be changed. form user must p zi n exu0mlon to be added to Table O Exceptional Cantltms. TMse documents must be prauided to the buddngiaspecmrduring mn nst...tanondmbe/oundolineat n h SEE NO Form/tithe Fieltl lnspettw b (' RCFPerry 01,E- Must be submitted Am all buildings. ❑ .OKWM11IX1 OF REgU1RED•CERIinCAT6.OFACC4PTpNLE rablelnsbu[tyons. 5ele[fbnshwebeen matleWsedmin�rmp(impvWa¢ainpreWous wbMsofM6 document. Ijonysekttlon needs tobecAanged,j uttvmuwprovlde nexpranmbnrobeoaded r0 rank DExmyr/onal eomiuprtz. cowed umenn mlrs pmvwed w the building km or dozens [mwwa[aan Ono= Ue naamMem - R IndivlauaB whope/Jerto Me(lekt M1, andpm[vde fire �Hoo InfonnotionheOre9uk an neS are of rtup reWremPMaaon mtreq prof0o r, pli ewiith nce d"uP So ber asPacobe in$mtl ardswianOk.Howeve/, old MnwMvgns CMrfmfe afA[mpfanre do[umen[m[Mi/y mnplion[e wind thearreptawe regvlr mentssM1allbP Ikensetl assp¢[fedin5mrrdards SeNan jp]jj(Pf4 oMN&jje}. Y6 NO FOrml Field Inspector - Paw. Fail Q r NRCA-ENV402-F-Mint be submMedf rail new, added produced fenestration. NRG-ENVN-F- Dayligho design indmrEgMMg power adju4meMfi om IPAF). Note: The reummor intfw Mis NRGisindiphd on the INSIDE -III (prescriptNa) orNRtC- PRE (mdm anw) because It konly relevant if ONE is used for ckmMdes, daylight redirection cresces or horizontal slats. Ga.,.lUing �nergyFmtlmrySmnmrmml9Nwxesitlenlialamplienq:ht¢://wmv.mergy.m.gwAnk)d/3ol9na'tlarm November 2D19 Eneelope Component Approach a"FKAn OF COMPLIANCE NRCC-EW-E Pro)en Name, PS Burlingame If geport Page. Page 9 of PtOJe Address: 1EO1 Adrian Rd, Burlingame, CA94010 Oat, Prepared 2MITT DOCUMENTATION AUTHOR'S DECLARATION STATEMENT 1.1 ceMlp that this ceammtes of Compliance dommernwon Is accurate and complete. Documentation Author Name: bwre [e A. gem Ncumentali00Au1MrSignd re Company: Zero&Associates Signature Date: 10/03/ o Address: 711 W. 17th Stuart Sme Di CEA/ HERS Certification dent lon(if applicable): City/State/Zip: Burlingame, G94010 PM1one: '9d9,516a333 RESPONSIBLE PERSON'S DECLARATION 9 ATEMEM I mrtify the fall,wing under pena)ry of wrlurN SMerate laws Mthe state of alaamia: 1. The Information prwldW on thin CeniflcMe of Compliance Atwe and wrveR 2. am e118M1e under Division 3ofMe Businessantl Professons Code toaccept respoanlrrity for the building dWen or system design rtlenbfietl on HIS Certibmw of Compliance(respwslble dmgner) .. 3. TM energy features and wdormana speclflwtlons, materials, wmwnenUi are manufactured devices for the boxding design or system design ld"Med On tbO Certificate of Compliance conN m to the requlmmems W Title 24, Pan i and Parch of the California Code of Regulations. O. TM building deal features OrS s dM feawmsldentllkd on Mis fnstigoteof Compluwe are conslstenty th Me Information provided on mherappllrable cwnpliana documente, coo hem, calculations, puns and specifrcaeom submitted to Me enforcement mgmry for approval with thin building permit rustication. S. 1 will mu re Met a COMPletea sg copyd Ws Cer nO W d fmrlpUanm shall be made ayil We VANS the buflding peri Issued for Me buildings and Decide available WMeenfo mmrtnonryfluaN appl Wsuclesful l understand Mata mmpleced sighed copyof loos CeNRcate dCompliance b squired tote included such tie dOwmmtatlm the Wader pmvMes m the buBding current art occupancy. / // N LZ gezpomlMe Designer Name. SM1ab Vakili gemptrslDle cesfgner 9gnature: - �/ 6omwnY: RSPsmdb mtesl®ted: 1Dp3/1u20 Prioress: 230rt1uN5t, Suhe 2W llrense: C2620 [ily/$MMZp: - MFeforest CA 92630 Phone: (9A9)3BD39)O W BUIIWInO EareryY EHklanrySNntlertls-i019NoneetltlerltlalCompliance:Mtp://www.energyn 8ovpap24/3019ttandarh Nnvember2D19 Envelope Component Approach .RWelGstmlWl CERTFIGTEOFCOMPUONCE NRCT£NV- wltttNim[: PS OU dMBame IT Report Page: Page Oaf rolect/A [: 1g01Ammm Rd,Rurlingame,G94010 Date Prepared: 2020A1 :WALL eds"i SCHEDULE T bkas :[mplue this m6k [adamans[roh mmPlianrehire p yfroe wall ossmblyrequirement' I403 2cod gjg03(pl3/v or tl wry wallossemblyrcou remenls"n I41. 6 lgforattem[orme new mnstm ion a/oddtbns, Indicate wall types ❑ Framed [!] Mass only, ❑ Cunoetg5andwch Parwl'new only) IQ Sips J❑ICFMew ly) 01 "n[l uded atheprdece ❑Metal Panel QMetal Bui ring ❑Spandrel/furtan WallILJ Straw Bale I❑ Log Hnme Reew anM Wolf typ ...a ostowin 'Inevionlyl"0 should he clicked cable and[mnplinto demonstrated ,than this table. vvomvn........ wo .. m.... unu Mass Walls I'm walls only) 01 ❑ Calmla[C Atoo Wegbted Average Ufattorfor Mass Walls' 02 03 04 05 06 1 OJ OB 09 10 11 12 How Des gn Mass Information Atlatmnal Insulation Information —cavity Maximum Tag/Plan Occupancy Type Ulatlorwas Mass Thickness Frame Material& Ufa[tor l leant per Design met mean DetailID determined Material Fill options - Ira) Thickness InsulOaOg^Per gllowetla (Oa) NonresMenral NA NA per 1A4 053 Neu Wall IBeloutable IMTables CMU-MW Said Grout gin 0.65 1 ED Nan 0.. pp. Snllware Oth 'FOOTNOTE`I/anylMMdwl aw¢maylsnmmmpA'anL assemblies mWsMwmmgwnw using on area-welghrMwl[ulotlm. Mow walk nre<ur/rblnetl Wth concrete wndwkh PonNlag&ICFwall Vpes. Mass wells must mcret mandatoryinsubdan mquimmerds in grami bu[mwp/aawelghtMmmply wRh prcsmptrvermuiremennm .. T b l"6glf m mrnntwalm. ' Mass wells are neighed as'gghr or"bwvy' depending on their Xew OwM.. Halt GXc ioetermined in Ta(ab 43hS and q„i$ in beat A wwI 4. wW4 with Xeaf CUPo<M oj15 wpreoterore'Movy"wX le wol6 vntM1 Xeoc [aweirylmm ]rokss Mon SSone'/gM'. Walls wind oaf mpadt kss Man )wauldbemtegonzedas'Wx Yam ed and Omm, rem mmgraba Pomosez .. ' Wapmm minas anyfmmrrarkrl a rev. x iwd Mass Flood Table Canbnued G golden Energy EMdmry Stands tits 2019 Nonresidential Wmplsince:Mm:/Iwww.enerry.<a OovRzkxa/ID19smnorms Nmrember M19 ITATEOEGuwaN1A al ❑ Ca1mINe Area-WeBbtetl Average U factor for Pried Mass Floors' 02 03 Da 1 DS an W CS W 10 1 11 Tag/Nan Neme/ 0xpamor How Design Continuous Themal get 1,r Area U-fattwwas Insulation Lwatian Insuletion Performance M:edgd LLfanar per Design Ift, OefiiI ID Dea[dptlon Seattleae[erminW cer0 con Unit Mormardentual C inuom Unaem None wrlM 0,20 Fluor New Hear Wmuble1 IMTades LLfaRw 0.269 per5oftsvam Q: New 1— Other `FOORroYlrWMduplaysemblyononmmpllout mSem6f mayshmv wmp'bnreutirganorwaveghwdmkubMm. RabM Masrflvwz maYmrbemnbirtMwAF Marshmallows hoteflWare/v al)'- worse "ss.hThowenoheads eol9httdwmplbMe Optkn UnMmmiMGe/oroherodamdemaMMing wmPlivrse<wM R�wbws ln,§19J.gW]BN/agM1riselw(MntlpIOM a5 Me Thmnol PPrlwmoroe Unit the RwluesMwn here5fw<Onrinuoui inlWauanper§jg,dp)jQ. :FRIIn1ORO00RKHEDUW T bk lnstrucdws. Complete this fable to demonstrate compliance with Prescriptive execordoi... remenK in 1140,31v1i new contraction or odralssr. Reassurance] bNrg receenedfi tai ions)do nu mpates be documented In this mblefroame tore ale no Title 24.Paa6req.... meets trial opplµ Extenardoors smamte mntldbned spare ncondtlonsid poce orfmm ambient air boost that are marethan one -half 9hoom areo ore considered Gazed Prow and sbaoM be documented on TobleRwith Dnestmtian Per Took g. 01 1 02 1 03 1 04 1 05 1 06 1 07 Maximum Tag/Plan Detail He Name/Descdptl0n occupants Type Concept Door insulation Nlowed "-factor per Design. Tubular Door Metal Door Nonresmmdal/ Swinging Dninsuetea double Myer metal 0a Parisi 07 RPlooahle ] CZ G imlng Mwgy Emdenry SMM652019 Nonpidemi com,plWm:hnVJ/vvw.energy.agwAi0eLh019naffiMs Nm'eme,M19 Envelope Component Approach CfgTFIGTE OF COMPLANCE NRCC{WI IPmject Name: PS gurlingame Tl Report Page: Page fiord, M3 ProMttAtld/ess: 1801 Adrian nd, eudingame, G 94010 (Dale Pm.pa.. 2020 &FENESTPATIONANDG DOOR SCNEWU Table lmrmeta C Olt hA bl demonstrate mW lM1 pies.W f Ian RgwRmenti n§?glj(Q/$ for new mnsfrv[lion or atldM m, or b2A ,lreronms.FIPda/doors roar are more Man tine balfgl In area are mnmi and Glazetl Dows aWshomd be coammation this male wthenestmrwn O1 Illustrate fenestration types included lnthe o nflect'-.Q VMifal(alwmxon) ❑ V"N1(new) ❑ slachihb LJI Glazed Doors (new only) rwu.mc Isna w. use. nmuvmv vwr.m Inrnwnn cause V.s.,,.... q................................. r",........ ..... """..."�.."".."."..,-.�..__._ and should W rnckM above and mmplimre demonstrated wlrnm this mMe. Vertlal Maine Ion and Glazed Coors - Total Building&Wen FaMg Area(NO CbnslruAmn St Additions Only) al 02 a3 od DS Elevation Item Tag/Daxdp[ion Orientation (Az mush)' GmisE riot Wall Area' Ift') Dona Fell ter cement Ift) Vertral Feneemafon Area per Desm'st') SIIWIng Glass Door East 23,490 380 _ 192 , Maxlmum Allowed V rt l TOGI Vi Fenestration (W) 192 06 Fen nn (it-) All Orientations 8976 07 per aslgn All Orlentatlons Maxlmum Allowed Vertical 9 TMICa i[al Fenes Von RV) °P Fenestration N1' Wesl FadnR 09 pee Design Wert Facing .r,.>.........n.rrrr.....,.,...ran.....'.v VIM J. ...u........,....,... ..u.....,v.,.....u.,,.,..,......... ........ .... 'eDo not included W�g walls Far,§19 Ou)S A Mdudes glazed data fenesMWn areo. Gazed Ooars U-/actor, Solar seat Gain roeHltlmt (SXGq, Ya'NelYamnMaMnn'N Ol I] CaIcula[e NeaWelglrtN Avenge U-Daw for Glaa D m' 02 U Causng Area WNglrted Awn SHGCfor Gazed Doors' 03 Q al<vla[ &ad Weed Average Val Glazed Ooon' O4 05 Be - W or m ]o 13 TM/Pbn Wail Name/ Glmlatmn Method for RNUR Rmulmd Pmdua �a Occupaq Type Performance Values wr Pedoa me TDduct Perfmmarlceper (R') ID Description Design'. Unit Performance Deep ufacruji OAS Sming poor, Entrance NonresitlenUal/ §110.60urfaW6 96 souschr 0.33 PebradMe t Q off UBItlIOIng EnergyEmtlmrySlvnmrm Wig NarvesidentialGmpllan[O:wpJ/wow.energy.mgaA111e24/301%tardards Nmembeezen AL GENERAL INMR non O1 Project Lo<a[on'[Ity) gurlingame 05 tlof Sores lxablrabI Aneye Grade, ] 02 Zipcotle 94010 iC6 TOMI Contlitionea FborArea QPI 143)4] 03 Climate Zone 3 CO Total Un[oMRionM Roar Area (it') Ifil Occupancy Types Within Project (select all that p0ly): Cot if one occupancy constitutes a80%of thewac Conditioned mP PnerP Is Pmieci mnneaaammna[ooed m[msearva«Is)>s,a00f2 under aroof wOn ❑ building envelope may be designed to comply w n h provisions of tM1at ace111n0 ne gbf of at least lSfC occupancy per acuriC All NonreSaernal Including gelomtable Public school Builtling R 1 lab, P Lf S ,M1 lBuiltling for HIgM1 0.se Resltlental Hotel/Motel Gcest Roams ❑J ceratetlfawselnone climate zone ❑ - III" zones ❑Ompanry:R2/fl3 �Omupanry'fll 0[mpanry A/e/E/F/H/M/5/U 0 p ry E 'FOOTNOTE. Endoseesmaa >;addp"aircap under any wmr Accord n gnf JSX-(n,doMme zones z mroughssOre regwredromeet me minimum do de ned-n4j4p7(py Compliance with LVARNOD dmum"Ddin Table I. This is Me more pres<dpdw requirement which applies M un=ditioned males B. PROIEU KOM Table lnAm[11ms: Include any building envelopes tho me whiicethe Seoul of the permit opplkatem and ore demon dsifing mmpliome using Me presmplive paths oullimdch ILLgbIL pod l41 and 4141.016 ]ono Nor additions and alterations. W project consists W (aNan Mat apply) fumwltent Types 01 02 ❑New Gor[Str Men Or Newly Conditioned space ❑One Or moreendp5la5w[e5a50Wit' dlreRly anon rwfwMrmginHlwjglR>ISh ❑Hml ❑wam ❑Fe Oows ❑Flmrs �FlMsnadon/Gbretl QJ AMvgmz ofcw ibonea slum ❑one or more Occurred spaces Sloss ft- dbealy under chief went milling height :>15ft Pad Owalls pFrtener= OFloors ❑FeneAntioNGlama Dnwr ❑p Nteaum d[oMKionedmam ❑.RaofAaembly ❑Walla trends Boom NAMAft. Ode m more en[Iwea spaces SUW Me alrelxh underrapfwNlz rarer; hiIt5ft and lighting system Installed for Fie Fear time ❑Rd2 Matthal ❑Fibers Qfenestration 'FOOTNOTE CAgulltling Enerofllld,mYStandaNs Wl9Nonm,idenchl Complian[e:hnpl/ .enerry.cagp Alde24/M195t,Mards Nmemberdnl9 C. MMPUANCE RESULTS Table s urrbns'If any col on this wbk soys'OOES NOT COMPLY"or "COMPLIES with Fxceptlmal CmtlGons relerto TobPeD;wguWame. Opaque Envelope Components Fenestration moig q SW[es>S,OCf Compliance Rmues RoWAasembry Roo(ng Materials Walls Flmrs Doors O3 02 03 b 05 W R] G (See Tablen (See able G) (Sea Table H) . 'See Tabled tS Tahleij LS imeK) (See Ta le EI Yes was Yes Yes Yea Y!s COMPLIES :EX�PNONAU(A This table is aub-filMwl26 medlrobe< nsbemuseafsel tl rtlataentered" males Mrvughwr Ne/arm. manaato Uvalue requirement. Phase review tame h compared to he values (nand in§32d7161 amen mmate5a proporea taus will that aces not meet me rv_ Span Deep it Concrete Roof MmMbllei )l ❑ Indutle Span Deck&Conne[e ftopl asumblles in Area-Welgntetl Average LLretw Calusatlod 02 03 0§ 05 06 Tag/Plan °eta111D Name/Description SID Exception tO pool Insulation Requirements In§14101h1280 PAIN, Only) Caupanw Twe . go Roof-1 New Nonnddvnwt/ ge10[a[ablelQ Table Senbouea CAL H" Gory Manuel smmwm' zero Nwap' alG owns:n[lu:///wrw.ericgymgwNrk2V201%1aMardS Norember Lal9 Envelope Component Approach - -s Nflff WE CERTFIGTEOFCOMPUANCE Project Name: PS oualingameIT emit Page: ease 3W role Addrss: 1Wt Mel an M, Burlingame, CA94010 ate Premred: Woo 07 08 o9 10 11 lx 23 14 is Tag/Plan Detail HOw 0ealer IT facto Fireproofing Concrete Topping anneres5 Ivulationms pig! Tbelan Performame Richfield Thermal U-Mttorpet Design Net Area" ID war determined (in) Danish Unit Performancd Ift") No tin R-30 el, per1A4 0.031 Root, )Ae TableS u-factor O.034 pwkortware/ Itlefauiq R ...,. Other wind odownero)rypece The areo-weighted compliable option is not wailoblefor operations demr"Shernp mmpeonce Path R-mluas In Dodge Jai. "If"R- mlua-is shown In G012 as the Thermal Performance Unit Me IT mine shown here Isfor eontinumslnsulotlon per Table Jobs, ' Roof area mmu5 any fenWona muskylight area. O BATED ROOFING MATERIAL ICOOLROW) J- TUNCIstmmons' raltemtlow. Complete this table to demonstrate counn hpescnpbvEmo/nterblrequremmM to 614CJ(MAfornewcOnmc( manageen;or 4§241XNA Ol 02 03 M- r P5 06 OJ Tag/%10 DetaO 10 come/Distinguish/Lwllon Status OccummeyType Rodsbw Rmf Material ComplianceMethod RODfd New Roof New Nonresioenthq ReboublelQ 52:Ufland) TO Be Determined Sugar Reflectance In day ISRO Off Og 0 0.equuetl Mlnlmum Material peRwmmw DWgrsea Material Mdotmame U.aa ofAMbry 0.enedance Reflectance' Emitdue Emittenr! an as SRI JS 'FOOTNOTe VSobr RPJkemnce(InMal) is indimfetl In Numn O], Carter Me lnifiol Reflation M1ere aMihelunn Wll<mvM R Ma'COI[WotedApedSolar Reflectonre'wM1en detemdnin9 wmpfwnM. G 9141EIrg Energy Flp[IMEy S[aMerds3019 Nanresltlendel famplianw:M1npJ/wrrvv.emRwo gw/MIe2d/201951anmrd5 Nmemder2 REVII74i'o19 SURUNGAME HIl3G DEPARTMENT he ,cre, I re nu town FAVIEWEDtBV_�moT pAiE__ m"a n ]0cases eeery�, debre . Project Name PUBLIC STORAGE PS PROJECT NO. CA17163 UNITMINVERSION:e 5/27/20 Texas Mores 1801 ADRAIN RD. BURLINGAM E, CA 94010 Ownm Public Storage, Inc. 701 Western Avenue Glendale, CA 91201 NO, REVISION DATE 90 &CITVSUBMITTAL a0122n020 [ 1st PC Resubmittal 10MB12020 Qp Addendum A 10I1212020 O Addendum B 10I30I2020 End PC RefubmMel 11104I2020 Sheet Name TITLE 24 ENERGY CALCULATIONS Per me, Drawn by:Ande Checked by'. LAZ isPPmecow, 20458 seen xo. M0R06 AS Nw Dale: 20 ll1 3 A6 E IA,8 , I iA,9 B.1 B3 NIC1 J ...,.,,..,.".......8 tT FF _ FF Frfi��-T� 6.8 B.8 CCl DD3. 4 'll CC4 CC7. it 5 To BB.3 B n1 -r, td _ Oe F is T IN ,PER 1 C�x �.a- '.. �I �� 6.4 �) T - ( 5 10 5 --- F6>ff5910 Al Oxls IIr IOJS Oxls - lOxlS 5 Selo _ o- '- _ Sv _ - ;? �1 I l.'I 111- sn10 1p ji,5 l0 s 10 :, io to Xx1015 I I _ "f Y q's / ° -ro=rp �I� _ IfIIP li - ¢ s lot N' x10 ... I' �IUI11� sxs i I Tans - 1pxs n ,lx 5 STAIR3 ' C t /p 0" ��INS �i5 10 - F'Is.10,; T' snip 5xa j. II11)1L- T�� _ _. _ ____-_ _ _ o=lo WHO wx10 1ox10 IOxlo-w.lo.. _ - 1 s=t0 SxIT Selo _ - { '- .. � U � ���i- .�1 on � N � s,o v _ _ oxs I5a, V6,. 1Tn10 ToXlo - Selo 1Txla �I loxes I1 - 4 s s _� � I. 1-2 12m B Q silo _ tax10 ✓' h _ 5 U ,gyp/ I [, - _ IIOx II x. _� i� T M1r� L1 'r /p 5 -- - 1 s' Sxs Sx5 5x10 Sn10 l Oxl II _ _ mxs 11„I Ili ../ d Y Issil:`_ A =- 1 _ -�1�_ - _-'/' 1 -4.$ I Oxls 10=1s ' x x � ) l0 s Ipu' eons IOn.S lOxa IOxs / 10 10 5 lOxls 10=Ys H f V66 .. E / -.. ) - =, y - I I .=�ssq �Ss•la X4.8.. s.511, Sxs sxs ,+ - loxm Ipxm mx10 lOxlox l0 j- loxl0 lOxlo lOx o loxlD wxl0 !T -lOxlo lOxla -NOXI >; -0oWl- - O=In L-10x10. _. 10=10 _JLx10 - �DL1D- Oxlo Imlp w=l0 -I'D q mxlo xlp 4.6 u sxs. r; le, ) I" -I _ _ LIES �" sTrp - - -::.. :. - T.. _ _ _-_. -__. _ - - 9 44 - 1rI - - _ - - - r 1 11'1-!)ITrP) I II a -'I XqS. 5xAII sr ELE'c-_! I sets - oxs JI II I 1 � I I I """, ss: � io S 4.3 Ions Ions IOxS p IOX15 :I Taxes IOX15 10=I5 I. loxes 10x15 10x15 1 10,15 10as 11 1Ox15 10.15 Tones _ loxes �11 loxts 1DO5 IIII 1Oxls loxl5 X loxes loxes 10=1s IOxls 1Ox15 ./i xl ytl II x II I I� s1a 4.1 - ` - '- III o - If N d=� - - �. - -- � If P It stk p �n.G: I. _n - sxs (11 II NI II In s / X4 s s --_ J e�- sxs __-I G sxs II ISt' ._.�_ 1 10 JAY � loxl0 - - u I- u �- H T I � -- ttC,IJ /I -- II a 1I - / I1 I per, +r _-..3.9 tIf sxs 1 I (TMf' - ,ui:11 j j 5x5 1i 1px1s 1px15 1px1i lox s foxes lox TOOTS �. foxes mx15 to=Is mxls Ipz15 1 - \ IOnI$ FOES toxts 1ox15 1ox,5 Sx5. loxes rOX15 I. tones 1'1 10,15 '1{ wxt0 A' xs 1 Sxlo /11: _____X4p 1 6x10 y NI' loxlo 1 - loxlo 1 -_'l - -'_I. 1-- ���__ 1 o S �I - I sxs - III i _i__ ,! rr,S Ad P sxrp j sm - -_i sxs d'io NOelolo to o-io -sxs.. '. _ j. _ u li __ �'---...� S -�H_- i _ _ __I' --__. -� .�t -jt -_. �4 X3 1�___ i SAID -r �. _ v, - - 1 _ES_- 1i0 �... --1..c ,p ,. .8. 3.7 - 1 .�`__ T m=s sxs 10=5 mxs Tans Los _ .. Naxs .. :.--m _ _ =T'- T`'-t 1 -T- x,p Selo as 1pxs 1pxs 1pxs lm5 iDns p 5 eons Ions tons 10 s tons 1pxs �� m eons eons lo=S q mxs K IpxS { �SxS I eons 10=5 N Taxi' I 10=5 �x,, - - - - - .I-. - 16a/ III e s=s ' _ _.�...I 3n:.e: ., 'r X3.$, 3.5 -_ sXs I„11. 5xs ) 16x1 ( 16.1/ III A rs i p sx10 1 5x1 o_...I Isxs F t sxs '' l / toxto �I SAS i� 4BE tit „o 1Txlo loelo loxlo loxlo laxlo I mxlo - la1C laxlo toa0 lox o loxio 'TOIL lone- loxta Jl 10x10 mxm iaxlo loxlo - to*la -J �$TORAGE -o w - aao loxlo - --oxlo loxlo loxlo -{IIII oxm - 1F - l„.._-- - - --- .. _. - -ll - L_�----:�_ =- -- -=_.�I - - - I -I I- :1" t A, ,li -. _ 3.3 silo h-; 16:-- �m; ( ,I_- '^ EXISTING BUILDING I,, lm--I hlz:, }I _ _ _. _.-1 _ _ II o ( TOTAL 60,84E S.F. j = _ - TI See 5=lp sxs w=s eons 10x5 101 1015 vs 5=5 10 10,5 lO's 01 mx, TOPS 10.5 eons I fps ws 1ox5 1M$ { Tans mv( N eons IT eons tons i 5x.5=.. l05 mxs N eons 11 l05 SAS II,_� A{ sro- ;i'.�. '-X33 -_ 3.1 5xlo Sx5 1 1, sxs _ / III I ",4k 1, �I 5p i 1pxlo_.I IOxIO 1Owlo 101 10,10 �;. TOOT 1i__. lala -10x10 1Oxla Taro ,.I 10,10 i 10,10 II 10,10 TOXIC 1ox1p 10x10 - Loeb 1: lox/Q.-A- - _ /T_loxlo ox19_ T -1 Cox 10 �1' 10 loxlo _ h* loxlo _19.>_0 - loxlo 5x10 Isxs sxs L_ l! - -_ _ -_ �._- Il �I-- _ "I. II. -__[', II u -_ I�-- _ - _ _�-'__`1 t --� -_�_ I"I�"`Jg�-Jar.1 X3.1. _ _ -- 2.9 l ) yyy pTS s,/p -4-_-i-- 5 10 sxs F n 1 5� l C 1 1 5x5 fi it, Santo !� X1g.- - STORAGE I' A `I loXls II IC loxes - _ _ jNl �_- I _ Asp �`. / 2.8 silo SAS u H 5=s a 1ox15 'il loxes 1ox15 to s loxes 1Ox15 loxes 10=15 1OX15 1TX15 lCx1s - II III loxes loxes Tloxls �I loxes Noels loxes 1. 1 xlo''M. 1 I `- III TION zo III lot loxzo / II B S} M -55 I SAMEfj // sxlo III Il sxs. to=z0 PRTO OLD 222 I ,I ' ��. �I I'' _ _ II _ I< I II JI II �. �I ; 'w. „o::� �� f S.F. �- �I II t I-_�� a hI Selo 1s��L__-JL_____ Y {'� _- IL'�= _.F 1o=ls epees loos Taxis - loco mxls 1ox1s I'I to=ls 10.15 w=ls tEYE s 10=15 a I:, ( II I. N it ' mxls loxes *, -- !e- 5x10 I X. _ 1..i1._ _ ( IOx15 Leis Taxes loxes F TaxesXs - III I I I 1 Selo 1 Isxs -mxlo 10.10 10=10 toxlo =ox10 Jox10 15�i11. I x �II -_ 1 -___ '.I�-__I _. _-. II1i u _ I)-__ --Fry_--. -, _-- + ___ I �5 I' -__ 5#ShcA. 510 --- k -- y P / - �I t- P Ii X --- - F --- - ---- �_ 5x10 '' '.:� u. _ 2n--1 lEo s to -' 23 22.4. _�_ 8 �I 5=10 ss_I i i if IBass '<',SISS I s10 I sxsh sxst - If II T- 1 I�.__I o slo - 22.2 - I m#o lox]P - 1ox2o -1ox2o Ili lox3o Iox4o =: $ - 1OX20 / 1OX20 IOX20 loaI 101 10,2o loxzO lox3o 1Oxzo 1ox3� loxio lOx3o 10=30 loxio JOx40 to#C 1o.2C lax3o �1{j p I - - - -- -- - Isxs (7/ttP 3X.5 f ii j '� O Ass 155 Sx10 r C _ - I i) f _- -. i IIII e _ r 51 _ C 5n10 sesF _ I 12 �l N Sx5 s s s to-11.9- _ sx10 sxs -T- '^ 1 1 sss II -" I I � �� �' I I .sxs' F i=ss{. 1! 1 F! 1I IDm� 5x1O ---- i IOxls 10x15 I Taxes 10x15 1px15 sxs IOxls11 1 - -- _--------- 10a5 1Ox1s Ioxts 1ox15 o .loxes Oxls loxes ` Taxis ii loxlt sz5� 10=15 11 10,15 -� loxes Taxes wxls m=15 IOX15 loos `t loxes oAs lit sits p If -II I : T r '" C`) }I I: i ISsi loxes -� - - sxs I, Ll __J__.. .._-.1' 1 - __. 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REQUIREMENTS SEE SN1vl M0.04 FOR PymO I MIRING (2) ADJOIN C:OTNORK NOMAN TO MISS SIEU SJOS INSTALL AS HIGH AS P955162 18A EIHAIOE FIN ME INSTAIIAMN MALL RE a(DRUNATEO MM1 THE I- ELEVATOR EQUIPMENT IWAUARON AND OTHER TRUES AT ME 9M TO 2.6 2.4 2.2 1.9 1.8 1.6 1.4 - 1.2 l A -LAN API._ CC NOT RVL: FAIL. '411 Sal IS Yl"'.-1R li THE PFp1EOE. Plrev YAK ME CL NQlRFT OND SPMT PNNI MHF1R 11M REVIEWED t j III 1 t: 1 A IO AI ARE YVI EVI _. R OF ME STENO WA 1, NH SJPPL RIFF LK I: BORN R AM EQUIPMENT IS INSENLED AT SHARE OF MVRI( Q MAU ROOM. yURUN[xwME aLDC OEMRTteIENT - L R[ P `TT RIOR TO A 2T ST S .NIL ESE@Y ME WNTL W ALL IL LAN COIL Ao 'WITH T FII RF JOE LO ATE REST F CF TO MAE Sri F ATILT T XrNSTAL_OF I At RICH x RATE CCOPEIN4F MITI i EIECTFI L LA xW - EOMT CONTRACTOR C TERM) w - SIFL T TIT :.0 )] INC 11 F BALL CR. ARE FBI MJ.I LEVEL ANN 6 PART FROM AWL FOR HATAWA ION. 00 NOI FL E C E2 ANY CLEcHR AL III OR IS 1 717 HAPPEN- EI ,oY x'call aDATE ,1) I L NUM WITH OSA CCII CHIP RETURNURI EP IJW ', IN ARANEWm11 - FI97 REFRIGERANT LINE, 1 Al =MTTRATE NALL AT lo" AlrnT TNI LED AIR OLl SCHLD,ULF .16 OR - NEED CF1.1 Sh HAD am 6 SIR OR, Ih 6 SR IAFAE OR ' OR 1 D" SE 4 ' =11 II I I F f1, FL FREE - 11940 SE 24 xG 5R COF 2H 1U OR BID 2U 12 OR ILJJ ofl RI KJ ' LEANsm M LOCT .NL 1 I I I TIT 1i TAPERED DUCTINCII LEI IF IT ' 1,1141 J SALE MINE Il IE ...NO RAREII:. _EF DFAL l I1 v I LL HE [I r I IF Shlum LEVEL wml EACH OTHER ARE - IT ONE FIRE DRIC. HOLE AND TN TO MATCH ARALINIJ. - 11 1_L ENCLESI FEW N' IN A AN GIB CALL E LW19tiLI, VEEP IF el I - 4 t _ Lf - S-L FRAY TO tFoR 4 WNa LL JhC Pt TO MATCH WALL. - - -.I I E AS HEN AS i BEE ((Al) w vv wvvv�Q LFal N. LON C,Y TO FLOW IHtL i A M."lM'AY 1 B I IJ IF NIF I[R LTOhAIr YSE kJi ILT W,J. ptl(YF_ FREE FARE LI I'it.[I T IC PROTECT SERVICE �^MP ^ IT - '= - - '= - - POSSIBLE E 2 I E I I I L 4r AS 11011 A P SSlblf II 1, 1 11 1 I,1 FLYV B0% � U` n L HWIWI.I AT III IMITH L4MMR . "F II'll 11,1111 11F F1 1rFL BI 11 I 1 I I 1 T ._ TT.111 1 1 Pit I 1 LII LLU A F1 POSSIOLE. FAOM NET T yI IIRC ACOU Nl41 PROJECT _.L 111 1NRFP RI 001 1 EPRINKLLR FIFER, NORTH r_, ,, MECHANICAL FIRST FLOOR PLAN Public St�rc�a� Printer Name PUBLIC STORAGE PS PROJECT NO. CA17163 UNIT MIX VERSION:B 5/27/20 P,olentpm:m 1801 ADRAIN RD, BURLINGAME, CA 94010 Owner Public Storage, Inc. 701 Western Avenue Glendale, CA 91201 NO. ftEVI510N GATE s osnzrzaz0 BCITYSUBMIITAL [ ls[PC ReSubmlCtal 10105@020 0 Aamenmum A Iafvzozo g Atltlentlum B fa3a4020 ]M PC ResudnNIDl 11N12020 Sheet Na MECHANICAL FIRST FLOOR PLAN PmL MB;: NO Drawn Art ARM CM1eGMM:AM x5P Pm1Intex, 20458 Shea III M 1001 PlotDI 2020-11(a 1. "A.3 A.41 AS Ak A.7 A A9 .3.1 83 [B.8'' l CA C.7 D.3-D.B.:- `E.2 1E.7F.4 iF.8 G3- 13.8 i H.2. H.S H.9 -JA -J.B': -K.3 -K.7: L2- LS. L9 M,� M.8 N.3 N.7 P2 P.S P.8-i EE7 EI4 I_ : --. -.— - -,— „__ --__-_ - tox1D _ .6.8 6C7 DDB i .. - - 868: DD _ - - __ 8B3 __ r szlo silo sz10 5,10 "5xm sx10 silo silo sa\o silo silo a BB CCA -. E 5 10. - sxtOs lD a.. : �-2' silo 5a0 SKID 1 sxl� _ 6 . -- - - - - 5zlo 5 l0 1 q5 10%15 10x1s 10,15 10,15 ,.1 I I - Pons - _ > I ATo �tr' tr, 1 - ., 5x10 silo :/) 1 T rD � s* 61 r ,To ax10 10,10 , '. ,. 1 _ 11111�1I I II saw P� o I - � _ 10a15 10x15 vs A' N - II111� r los 10 105 105p rs I1 � 111 ,solo exlo silo B 1 �� a 1 xis 10as ��%lJ 11111111 I .,a - �50 5 ro a s s+r fi Sn10 SxIO x10 Sx10 5%III '1 sx10 ST IR _ sap sa0 silo o sao silo J Dno i0 AS ` sxs ��0 loxs a xs Is s s S1 Ai � as Al/�I I ,( 5 Snl II _ _ B 6x5� z __ i` 5x5 t� 0 5%5 5xl 5'I l 9, 1 I� �2 . f10,10 1 2Oxt4 < IDxlO 1Da10 DOa10 IONIC 1 DID 0 5.. 10%10 mxlO 10,10 10,10 10%10 L malo-�Ox-ro-- �fM9 �I afhiD 10+10 1oa10 sxs Ipxs: 1 1 loco 5,5 ` - 5x5 s1 paS -DD.�I - -.. -. _.. ICAO. _ 1O'l0 _- _ _ _ _ Z--RP5.. _. __. __.. ___ _ LIO - 4.6 - 5,5 loss IOa5 10x.5 10x5 10,5 10u' ID'S 10a5 Ipxs 10x5= 10x5 101 - IONS IOxs 10,3 ID'S 10,3 sxs )OAS _ Tons 1pr5 el COI I - 1, 1, 1Ox10 rs a, p ♦ - 5,5 5+r0 - x _ 10x10 10x1D - Sx5 - 10,10 10,10 10,101 '. 10x10 IOzW - lelle- K, loi 10,10 ICa10 Toxic 10,10 1Ox10- 0 5 10.10 : 10,10 I0,10 10a1O 10,10 10x10 10,10 t0a10 - IOx10 1Od10 545 SIX ID6 101 "1Dx5 10x5 10x5 10xs sxs 1A I Sal R'A14 a 5,?0 X4. ____ --_.. --_`_- _____-_ 43 I - - 1 1Da1s _ 4. sxs P �:.. 5,5 / F _ ,J v L �`J N�Ns II sxs ^rp X 2 1 0 x1 10,10 10,10 10,10 10,10 1Dxlo lox10 lox] 1Ox10 wxlo mx10 lox10 toxlo 10,10 HAI 10,10 10,1p Toxic I lox10 10,10 10,10 10,10 10x5 lox10 1Dxm � SDxT� � loa o 4 lGIO 5x10 5,5 .1 C. 5,5 3xs _ _ su +ro 39 5,10 5x5 „ .I 1 Y axa 2OX12 2ORt2, 11 - 10,10 10,10 10,10 10,10 10,10 lol loxe lox10 1oa10 10x10 ICxIO 10x,o lOxlo IONIC iCx1D III 1oxID 10,10 Toxic mx10 IOxlO 10,10 10,10 0,10 5xlo 1on01' _. 5x10 sxs sas - % 1 %1 fu sxs T+rp 37 _ 11-.- sxro X3.6 silo _ 1 r'_.- 5x10 5.E wo5,5_ Su ) r�F � 5%5 o s 1ax1p 1pxlD Toxin 1nx1D Toxin loxlo o10 1ma po19xIp lDxlp 10x10 IOx10 Ox10 1Ox10 1Ox10 IOx10 1O0 101IDPjOz10RTD IOx10 1Ox10 10a10 10z1 10aIOxOSop S,rO X3,6 3,5 5.10 sxs STORA sxs sxs 'I. PROPOSED A ITION TOTALI2, S.F. i1- -ss ( : __. s=r 5v 10 5x5 _ ) �- 6%V r/1 5x5 16%1L t sx,5 0 10,10 I - ",To - 10,10 TOXIC 10,10 IOaloN, Toil D- I@i0 MxfO = --1 Oxle Fol 1ox10 10,10 101 toxHF 0 5'. IoaO 10,10 10,10 INTO loi IDxlo ­Dx 0 0 O 10x10 s.10 134 3.3 5,10 Sal �i sxs \ 5,5 5*s -._ ___-STORAGE ass - _. _. __ _ - _. -,__ - arp sxro -_ '�� h,.., -_ -_. .. .. '� - EX&ING-BUILDIN� =+-_ ,. j TOTAL50,8465.F: os.. __.-__ __ - s+>o X33 3.11 5,10 sas 5x5 / - Sal 1Oxs I _ IOxlo INTO 10,10 10,10 IoxIO loi 10,10loxla IDx10 IDxI� 10,10 Tol IDxIO loxm loalo 10,10 loi 10,10 10x19,, 10,1➢ 10,10 mils 10,10 loxlo 10,10 1DxIo ; 1DxIa � 5x5 � ' �A S.yO ! i j 5,10 sxs t:11 5x5 14%12 1 4%12 A D 5 1 TOxs —C sxs ,ro X31 - •' - 29; 5,10 Su` DOI 10x5 10x5 5,5 ID'S lol lol 10x5 IOX5 loss IDi l', lol 10x5 10I Tons 101 10.5 10x5 I0x5 Tons el 1 IOX5 Toss Ions SaloS - SILL` _ 'r Ir - _ rIl �,. J -"' 1 s:. ._.--.�o� - I r. •ro 5,10 5x5 v - lsxs : r 5 5SDI._! SAID 2.8 l d moo toxlo 1ox1D lox] loco loco wxlo Iox1a Tpao 1oaD 1Pao fins Ingo 10x10 loan pro 1 1 1px1D 1Nx10 Dial moo 1w10 woo 1, 5a5 o r 5,10 sxs IDxls 1OX15 IW4 : 10,15 IOx15' 11 10x1s 1 1OX15 L '15,5 i SS`' � xs" 2.61 sa10 10z1p 10a10 10%10 IOx10 10x10� N 10a0 10x1 1 lOxlb lOzlb 10a15 10x15 10x15 IOx15 -� 10x15 10 15 10,15 10,15 10.15 IOa15 +r9 XZ,g: 5c10 5x5 TESr rP_ - e: sxs sxs 1 1ox1s Toss Taxis IQxls toils loxls lows ?xa 5,10 5x5 .. _ 5x5 I : 5x5 IS f s_ c I:'5,10_. r_- I --- -. __ -- `- X7.3 -224 I -_. - - - _ SAID 221 5,10 5,5 1 6,5 - sxro 5,5 -"- -- 4410 Sam 5,5 10,15 10,15 10x15 10,15 10,15 loi 10,15 5x57 10,15 mils look 1Dats to is toots 10,15 orals 10,15 ICx15 10x15 10aI5 - 10x15 10x15 IN15 10,15 122,2 - - : -TOXIC 1ox2o 10,20 _ snip 5,10 SAS 56 10a1p 5'� x5 0 5 5 1 c I axfi c SAONTID _ -r silo sas � I :`. sxs II II Ira sxs SNIP sxs sxs x 1oxz4 10azD Two 1Dx2o 1oa2a 1, 1Nam @xs loss 1oas s o 18: 101 lol xo I SxIO sxs < as _... 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Lurvun<E1 P N( hu HA LAM CCj HLOUREMPILS LEE SHLLT IAD,D4 FOR P141NGADD WIRING. x ` pp¢� nor BY_ INSTAII L HI01 A, PL IBLE N T HIC- A PfINDPRE. Iw TEN DUCT 1dN11 pIII F✓ NJ11 MC 10 MISS STEEL 4NP5. l fLJ plv R[N1EWF0 og FEET HALL W N'CI' F L AIM . MIIIEN DIFFUS IS 'NBILO A \ E E PE ST- 0 O PIT I1NOfR Or AVE CEORCINATf 11 Al -El FtcuLk /v) N„mLL r,n iv L PIA �,mr To FAaurATE Bw1ry ENANSE FFFT IF SPffLOW W T T rvau AIM Mu''RLr DuruSEH ro BLOW m�ia la>L HS IJD4, -P7 ' ?31CAv-,. _ JOOHDINPI r__IJ LI COOR0AHALF LID ATILT-PONT' 'RIOR TO START OF LROIEp SLIGI OLY o[LOW it lr IINTrI ' 10',N TO fln'x THHOIIDx OPEN NOT T� F 1FLA TO MAIVAIH EPIC L ARANCES, INSTALL AIW AS HIGII { LIRF T MITIo1 lIm AS PART Or TII CON-RAII MNMNI L _ I F IT �0 FNf OHr PIP IN A 25 OHO! PALV. OI1. iNCLO5UR6 ALL FAT HIT ALL ABOVE / 3M RES'ONSIEES TO IOCAT. I11E PAN rot Jr,1 1 :.: P)i`N6. TI 1 TO FL Ei S-CURED TO MAIL PROM PIPER TO AROVF CRI INC PAINTED TO 'H l MATCH WALL 4 N SA 50 F.1 OR COOPERATE LOCATORS WITH EEC I P I r 4 PI FNNI WITH C POE TUN ANC 3 MT All O, NET 16 6' SR N LrtM SPH.NNLcP Al IB tF IFOJEOT TO AVOID N T ] A_ y11F 1/2" C L V r II II SEP FI, f SAILIP OFF EL i1 REIRIGL NI UNES UP IHRU ROOF. .. FNSUNF,^DIHEd IHAD S UU NOT IMF IN, C) I! % H 206 SH 400 ART CCNTRA70R SHAII PANT iLt LD'AI UI Nl _ it t0' M TOO GM TRADES -0 SEE AND MONITOR DOE P' L^ T IF : C2) V rvz <IWAIt C c 1 P) PLEA - '2060 5"E 28a5O `' w0 CFM 1Y CA DUCT 11 IHiJ H0.DF TO LY-". Ly NOT USED. 25 a10" SR POOUu INSTNIAPON f,IrMANfft TINS Eul. 13 INSTALL MR WRCI O[VICE AS HIGII AS PGSSIPN 20xV' SR 100E-Ifi00 CM PROJECT PR0IACE TRAIL$ N G t IU GN1UL 4[E CONTRACTORS PfSPoNSIBILIIY C8� SUPHV AIR SMUPE CETEJO'" 14 INSTALL 10 FXIUDE MN1nENANCE, COOPNFMTE VON CTNE2 NORTH WON i5' TAPERED )NOTING TO DATE SIN PLENUM `7) R177RCd2YR INPA RN! AT AND SEND FLOOD DIES PRIM 10 STANI Of PRODUCT IU "IAN S R VII FENETMi10N WATERRGM. FIREEOP All PLNET3Il0N5. CffNW E. INSTNI. NIL' AS HIGH 9 POSSIBLE MECHANICAL SECOND FLOOR PLAN 1 i 1 1 ZER11 SA,SSDL 11FS Pmia..t Nama PUBLIC STORAGE PS PROJECT NO. CA17163 UNR MINVERSION:B 5/27120 Pm1xl Hades 1801 ADRAIN RD. BURLINGAME, CA 94010 Oamff Public Storage, Inc 701 Western Avenue Glendale, CA 91201 NIL PENSION DATE 90 SONWIUBMITTAL OW222020 C 1aC PC Resubmttal IOI05DN20 AMtlentlum A 10/1212020 POa¢naum B 10M12020 zna Pc Resuemlllal 11MI2020 SheiM Nam MECHANICAL SECOND FLOOR PLAN rml.all LA2 Drawn ty, RBW rnecMea by: 1AZ KSPProtett Na 20458 shwi M1e02 May 911 A B C D E F G Ia —r I A B H J 6 5 e 4 „ I LA 1 ZERO &ASSOCIATES m�i Public t�rin�� Prgen N,me PUBLIC STORAGE PS PROJECT NO. CA17163 UNITMIXVERSION:8 5/27/20 Pmlemead 1801 ADRAIN RD. BURLINGAME, CA 94010 Owe. Public Storage, Inc. 701 Western Avenue Glendale, CA 91201 NO. REVISION DATE O 0612'L20211 &COYSUBMITTAL la PC Rmbmlltal 10tt1512020 Qq Mdendum A 10I1=020 AEdendam B M302 qrN 2nd PC Resuhmlllel 11I 12020 MECHANICAL ROOF PLAN q. Mgr.: nb: ABW rAcxeEb(. w XSP PrgeN Na 20458 Sheet No. M 1003 PlotBare I MAR 0 I L K N . T „I. WC -1 A I FFR A-LOpet (ADA) -1 LAVATORY ADA( FD-I FI TOR )RAIN -- M ��T 3AV WIR C.W HW W .. 4 1 4 �� I I I 1 1 rr 1 1 /2" 1 1 2 Ids 1 II IP SINK 3 3 5/^ .'.1/4" Tip-1 P.F YIPIN-R - 112 - - The 2 TRAP PRIIF? l%2' T-; E IIB-1 FIR P nA L_ BIBB HFJ I...JI A%l[FE H.H.DE / kR-h OR DF-1 M1 t. OR-1JING FOUNTAIN 0.5 0r 5 1Er 1Or Hi HUB DRAIN 4 2°- 1/2" -- 2, BI PD-1 REFUTED KCFI lYk?SAOjlF PF oLN1nR PF�._- ID-1 CLAP PANIFEE 'LAN IS Z HLMARKS JEEP JIMAPPON" pK 4309, 16.5' HCM 28 GPF, HE ELONGATED BOWL OPEN FRONT SEAL K 4636 J. EGJA_ AN 1.1 GAH ON PER FLUSH VALVE F11-AT STANDARD ' LUCLItNE" 1356.041, WAIT HUNG W,/ E=T 'H'CAGO FAUCET J5U1-4E28U5AUCP VETERING FAUCFT IF rS(ADA)J NON REMOVABLE STRAINER, CASI LRA-S P-'_F II AE P-TRAP. W/ MOLDC-D CLOSED CELL VINYL, 0 + CAM AERA F /a F Ij901 p,4 Wllll 5' CIA-N, B, 'STRAINER AND 2 PE01 F CONNFCTION _ -DR'. TILE SURFAOFS, All 01111R ROUND If T-d-)4X24X10-1HG1IOSC & CLAMP, S/539-AA MOP _ 1 11 I RCP Froul // FIAT 851 AA Ou TL VPLJUN SPEAKER 1 _ IFTRAHNFR CA 1 RON DRAIN FI"E E u rN F I' OLUC5 1, .NC -RAP P IMOR V.AI P L`- I I I S D AND INSTAL CD W/WALL A_CFeA slER T`-. _-._ H. IROM LAVATORY -- -I 1JHRFR TO PROVIDL ELECTRICAL TO TRAP _- HOW. HOSE BIBB At TD , OCCIVE]. KLH I_ nL U B I Scroll APPROV=-,, --..I .f..Nl BREAKER. JC EF F i3 STAINLESS STEEL CV -TRUE H +. AIeY III' 'd:F N N CE- JWS. EACH t1N11 STALL PIT =R A[ED AN0 HADIALLF11 I.. ,'ALL ACCESS COVER ELKAY FPFP21 /Ql; FL/AD FREE ADA, TWO LEVFI �- RETURN FOUV IAIN L SSE GET , P. ll (c,'Cil AW EE 11 11N I I J'I DONE, 71 it I, P -11 ILL OD -1 ROOF OVERFLOW DRAT - - - - ILL P�AH SMITH O : I .JH DVNL I L, -HLp :-1 - '4C I U=P REC.EI.ER L M .,LY � F.I LINO _ W Lid_ I E THERIJ T C ll J! ' M%V-1 V I A1 1/2" 1�2" 1 j IT LI- F -aL ;c 5 C -- OFF,Jl i:. I 10 _ _ i NOTE: - - - ALL PIPE FITTINGS FIXTURES, ETC. THAT CONTACT POSSIBLE WAILR FOR I+UMAN Car U -L I F LL LF„ ALP JAI ACROWL T4 N_F 61, ANNEX G. REFERENCE SECTION 604.10 CALIFORNIA PLUMPER I Ir'F 2C1_ EDTALL NU HE, ARE Si In COD- SECTION 116875_ WATER HEATER SCHEDULE TANK SIZE ItMP INPUT WNTftOL OP_ MARK LCA ATION ITT WID/JU,ofORAGF RFOOVYRYTINOU7 (kw) _CIFCUI L^7IfII ,lNN) (N(GRID ru PF (L�>40F RTSE L EQWH JANI Oft IB25 1S 10 61 G ,Pn 1 - ` II I L L LFI TRIO TAN. I 'I I IF L: L ..,R 1 it, T PRF.FVPn L 11 11 aL 'P T I I r ': - lEI ,:=P IF PI I. II 1 1 F 2n 1 'OL,II.DINC ENERGY LF FICIENCY STANDARDS LEGEND & SYMBOLS SYMBOLS ABBREVIATIONS - ,A -- SANITARY R I £ SL '.:1' C KID KII C!:4=T -- i5- EAN 14kT H NS E E ....irCE F Crl NOI -'.I oW he SS .ffi} Dn A ' I.I TF L ------6W-- -- - CNHASE igiUELOVI CAERE q, -INI(,.IICJ FLOJH AID LAN, L ANATCRY -- GD SAWN soaM DRAINAGE (ED) nc AIR GAP C -OD- OVLHF LOW DRAINAG= (OD] AlI Iti' AMERICAN FI IONEMI LA', I, JURISIt, fIIUV - M V-. VFVr AS Allb.. AMERICAk NA L :,"�NLP:dpli VAX IVSTIUIL DEC Ctl M -AH C-IANICAL --_-Clq-_- DONE K` :'LIED WATER it) AD MIN to to I ----IIW---- DON F-IC IGT oJATCP (Fit) NAME SUULIY 'F MEC4h J, CAI AMERIC SCG MID MEET ATE ENGINEER --t2a'---- 123 IDT IATEY(DS ASFE AMERICAN SOCIETY UI RLIIIMDISC, !. - ----140'---- t40 .T 4 A E-: tHAq ENGINEER ENGINEERS ASlld AMLEICAN SO^NIFTY FUR TESTING AND IIEMA I CFCT21 CAI -- 120'- --- IRIS) E01 IARR REI II HVJR) MAILFWIAL9 I&F-TlOdJA I,L'T FAC UPEP SOCA11 L1N ' 140'----- ISO IIDT NIATC� RETURN (HWR) wC I'T A PIUd..IVI CONTfNI-T ' - S ITS ! IT R^^dF De SOFT WEE `IW BELOW - TW FILTERED ACT-E. (,rYY -F ED OW MOOR/SIAD G GAS FEPNC AD) G UX� J t II IOVAI SAFETY AND - Cp- SA CON,CVE DRAIN PIr IN' (C CFF CONNFf.TON FOR f ITII ACT --(F)------ ExISTJNG PIPING (E) -^NV TIONIRC CONIINUA CONNECTION _ :FN CON --/+s/�(I_)ri/di/1/ EXISTING PIPING TO OC R0.10`!CD xG CEILING -H FWtiF CBTG CLGNUUI IO GRADE 11DO FL PIPING CG SFLI-Dff VALVE (SOS) C CONDENSATE GRAIN 91 ={UNDS PER SQUARE III I -N ^HECK VALVE (CHIN VLSI) cwl COLD WATER/COLD WATER DROP --pill PRral RELIEF VALVE (Pi - R - - D REON P-QUIRED TEMP[RATLIRF & PRESSURE RELIEF VI DIA DIAMETER RM PUO`d Did DOWN If F;VYIUEONS PER MINLRN I Di DRAWING THERIMOSTS10 MIXM.^, VAIVE (Thl DTS DOWN THRUROOF S Sun, SINK A TRAP PRIMER VALVE (TW') _ E _ SPEC SPECEICATIONS PEE SPRINKLER Q WATER HAMMER ARRESTOR (WHA) E- ELEVATION Gri SOFT WATER/SOFT WATER DROP' _[,F F' MYCTRIOA6 SE CATEM C- PIPE- UP UNLESS 01FROWISE NOTED TLP EQUIPMENT EWE EL'GM : NAIIIR 0001TE _ C PIPE CROP UNLESS 01HERW6E NOTED I ESO ENI�Ilhfi TENP EDA PERATURE LGN Hr,H ' DRC'P OR RISE E LED TFFI:AI FF EL FINI'A'cD FLWH ELEVATION FlN FIN( IIFO - M - n TOP CONNEQ ION Li FLOOR HIT UN[ERWRiTER '$ IADORATORT FI FS(e(11'. FEET DO UR URINAL -- SEE IAM CONK=CIIDN rD -1OOR DRAIN USSG UNITED STATES TSTANDARD WUOE FS FL(10E SINK UTR UP HHII RppF PST-] VAI VrO AND GAFFED FU FIHRIRF UNIT , D RI PC TI'A- E CO. Fun LLV FOR FELTED OFF) C - AT VENT TrAn GIF ROOF _ GALLON PER TI UR I - -- Cl C NO T (CO) APH ON OCR SCR HOUR ,EM CAIIONS PER MINUTE ' - FLOOD E TAd (FOG) OF dw of ASE WASTE IPA E (S CAVOhi 70 LYiADE RIG) GYJII GAS WATER FE4 EST WTI+ n r.> S.'ATF4 OS7. WAT f _ T j-HALUH /G :,; I Q THE¢Id ,41AFF HR HONE 91.9fl /` A R'T L -IV HG HANDICAPPED A VITA ce, ED -I. ;MMFi _ 4 "R_ .LICE d HP HORSFPOW'Te IIVAC H SITING VENI LAIING AND AIR FirONDITION'N'G -� H'A/rIed HOT WATT R/FOI µA. E', FORD'' YR 'JARD BOX CIRCLI<; ING FLIMP Ill WATER RECIRCUATIgn LINE He HOT III !q FONT ^E CONNECTIIq FFr(Y E INVERT BICArdON INCH ®® FLG F ELK tF5) ® 99 , CLIFF h H TO (FELL JC NITORB Cl OSET 2016 CALIFORNIA GREEN BUILDING CODE (TABLES - id - „MAXIMUM FLOW RATE RXTURE T T E FLOW RATE AT 12%REDUCTION C VIL : e CPH A GS P51 1.8 GPM M 80 PSI AVOI it AH--l- UST rpm C 60 PSI OSV GPM P on PAI FIT T I A IFF, S once A 6J PSI 1 5 GPM a 60 PSI _ `-U RIM SPACE (IN_) 1.5 RIM SPACE Ead WE I II 1, TPNJF 20 6PM 0 b stardomME60P61 1E RN6 L ET: O2 GALLONNSYCLE GO GALUN`i/CYCLE WEERN6 FAUeLl1 2 RIM SPACE (IN.) S HIM S'AC_ LIN,) (Ne v mm mx ) 2➢ 6PM a 60P fVVltt TANK TYPE WATER 1128 GALLONS/FLUSH 1.28 GALLONS/ELUSRr CLOSETS FLL.FOMETER :ANM WATER 1128 GALLONJ LUSH 1.28 GALLONS/FLUSH' CLOSET$ I_ .l. 28 GALLON$/FLUSH - HTFIMETER VALVE WATER7 IJB GN.LONS/Fl_USX' CLC 128 G4LON5/FW511 128 GALLONS/I LU511' = STEOME6INNICAL HYDRALNC 'WATER CLOSLTS 0.125 GALON$/FI1:54 JINL C12 GdWN /I�511 m Nn 111 - a .. nrn " M.n ere). /N'I/hSHRAF/lEFF Standard 901-2010 &u BOIS 17CC PAN Tin" lflier ReGUrement51n Commercial Buildings (CGntlnund) ASTRAL SEondard In1-2010, Seddon 7.4.3 rarefy IIDt-Water Pipe PSG'1f11'IOII File III : N piping sour be insulated to IiI order in StElao 6 Site C.8.3. ei the Add etalk Add 0 p" y f I r t'S g to Iif ... A almae yolem Y luulad Iuur nohAL 1( TSB F I r. r nn"re ne 1)ng). n + Cwn'. Slern. ePe D'added, People) 1 a /> 1 1a m m 1 me heedful. Thadkiin 1 SO 2.d d 2.0 of be.,)h Ps I 05 Ld le 1D 15 e m..0 10v In 111.1e-IrolnminJ oa - artificial dmi Tel r sound 'Uplose fim m laJ g Lvgo (0, lne n )r open weds olethe erdmLJLr rr"9e roundraching only Apagroor Insulation is Whe..r / uouo of Thor " rr �HI remreerWr ootnoe a)dot not do If Phone le ones,., of I ashol be at to lhaneeve pay I f Fit A up tire ypi,f, If .�n, g Ig tene.CA p foul III Intor. a III gems o@m. All xynU reomom. 'on IF dduAA rgy e(cu H..eee _. _.... U.S. DEPARTMENT OF ED 9 ENERGY RerX E fide i Renewable Energy L - ,,U.0 aelldYw FnMvvGN4 oy ,en Air2 me.. . rr.,d,,,rgo, CALIFORNIA GREEN BUILDING CODE NCI L L I AL NANFJJ MFAS( EE AgIF 5.3036 STANDARDS FOR PLUMBING FIXTURES AND FIXTURE FITTINGS. REQUIRED STANDARDS W4 FR 10 Fi :I ) 1C A 1l . rr 1 lu1 flusM1 gal 9ol(4 F CSA HST 9M t t (9.B I) rr,dl lS.t wl-Sr ASME A 112.19.14 WA ER Lo In - T USEPA weeirchrome 1 x type fu,hoi dairy Spic drol f oh rush efficiency Thentert Safe. Freedom Lou,.a me 128 yet Lure'_) - USEPA n dedur are IO sn4 dyed WARS CL truc (lcildcm) Id, cR¢ul toilet spec (I.PB ere hanM Yp GPF) - ASME A 11219.2 ED MARC r,SA Ra5. wommem ii ,,Lase 0.120 yulDRISI L) ASME A 112,19,19 UMIKALS (olreoux cnmr) -to, rnscls ANSI Z124.9 2004 OR RPM0 SIGNS (filmic) 'TALC DrOir FOUJ: SMF A 112.19.18 3. F 1 9 re-D IBA 8125.1 NLIFuln, f f ASME A Its 19.18 WA B125I r LIFO 1 rAe PE UNAI FAHARONII cliff fa auLo) ASIDE A 11219.18 (low-HN, GSA 0120:1 1F orT I .iL/mII GENERAL- PLUMBING NOTES I ALL 'WORK s4 ILI r r .. f r N r JET 1, 3U NOT I IMITrO To THE St F r Tr BURUNGAME 1L C I PA PI LMRDI _AN ANT AL91IOR01N5 IIAVINI 1,-,A TI 1 PLUMBING DRDNINN,.,INL PAYCUTS, ARE DIAGRAMMATIC IC. TO SHOW rIrSIGN INTENT END FI I II CONDITIONS CON r Rar IDS sHOSo LED ..SHOWNAON THE D WWII EXISTING EFFECT �IONS. IF E D COVNI DEFER SIC,NIRLDIFIY FRCN THOSE SHOWN ON THE THAT ARCS AND Ef FECf PLUMDINC WORK INFC2 ARCHITECT INMFDIriTEIY a FORE PROCEEDING WITH THAT AREA },. PRIOR TO BIDDING, CONTRAFOR TO VISIT 9TF AND STRIPY RED CONDITIONS, DIM N.IIDS, SPACINr WO U HOMING OF At L PI MGNC PIPFJ ANY DISCREPANCIES WITH MELD CONDITIONS PHA T C CICUMEN f ARE IO BE H OU,PI TO THE ATTENTION Or TI? ARCHITECT FOR IMM.0.ATr RFSOIU I TEAOTOR SHALL TOORLI INIE ALL AC RK A'ITT OTHER TRADES FOR Cl FARANCR_.. PR15R TO TI IF STILT OF WORK 4. CONTRACOR STALL OBTAIN ALL V „ESSARY PERM11S/APPROVAIG REQUIRED III COMPLED WORE. I 11 COHIL COR IAI I CONTACT PWM NC INSPECTOR FOR REVIEW OF DRr III 5_ APL L IT I �It- . For E AH REVEW f L AIWGE P-IOR TO START OF ANY WORK. I. FO'JIPNEVT AND FITLEES _HAL- gE LISIED AND LABELED BY CPC INN F F A P(DI IP..IING AGENCY. PIPING MATERIAL god -- FI_ 4LY LI4_5 - - F F T- POILFT F IT L _ 'ILE AlI AIROLAJ V=N UNIT CI CJL 0 Per OR SOLI) CORE ABE I E -OFENL dO GALS. S EEL PIPE OR .R=..l 1 0 1 1 IT Ir iA CONN. DRAIN LINE - TYIE N CCN=Ea (NOTE HLUC,) NOTES'. All PIPE, FITTINGS FIX U ESETC. THAT CONTACT POTAULL WAILA FOR FLMAN r P L IT - APPROVAL 10 NSF 61 ANNEX G_ REFERENCF +FCTION 604.10, CA PORNIA FllJDTrI I F 2019 FT^H "I HEATH AND SAFFTY TD ,-dON '16875. LAZ-T1-201 DOMESTIC COLD WATER CALCULATION SHEET (DNI I. XX%% N F X% F'd,NF XX LL 'AH . IT, ,i I >K 90 '11 1/ N 75 F9_ - = B. FIXTURE UNITS Evil 18.5 WSFU = 17 GPM z Z C' (CONTINUOUS FLOW Ion 0 GPM (HVAC) 0 J D. II TOTAL SYSTEM DEMAND GPM = 17 GPM m E. PRVTYPEPILOT-0PERATED(Immpauaen sMpA SET PRV® na - PSI PSI F. BOOSTER PUMP to required) la1- MINIMUM AVAILABLE SYSTEM PRESSURE(sreako l) 75 PSI 0P' MEIEERSIZE: 1-VC 17 GPM 1.0 PSI 25 PSI W3. RESIDUAL PRESSURE BEEN, AT REMOTE FIXTURE R 4' ELEVATION LOSS: 6 FT. X 0.43 _. 2.6 PSI m W - 11 BACIFFLOW PREVENTION (RPZ) 5. 11 PSI _ 6' PSI LOSS PRV: As 0 PSI 7. -, DUAL STAGE BRAD Neater prea5ure he 101 0 PSI 39.6 PSI 8' TOTAL SYSTEM LOSSES: 9. 1, PRESSURE AVAILABLE FOR FRICTION LOSSES: (1-8) 354 PSI O TOTAL DEVELOPED LENGTH 230 RED 1, X 110% _ 253 FT. J 44 AVAILABLE RSI. X 100 = P.S.I. / 100 FT. LENGTH OF RUN AVERAGE FRICTION LOSS 35A PSI/ PER 100 FT.: X 100 c j 4}"O 10D 253 FT. DOMESTIC WATER PIPE SIZING w REMARKS: 0 CW " 11i I' =FPS GPM FEEPI PING SIZING SCHEDULE. F.T. F.V. FEEM PSI PER 100 FEET 14.0 PIPE SIZE GPM F.U. F.U. w F.T. F.U. IsMATERIAL=TYPE"L"COPPER 1 1/2" 4.0 4 0 3.6 3 FEE A. 19 3/4" 1 10.5 13 0 MAXIMUM DESIGN VELOCITY= 71 8 8 'FPS FOR COLD WATER 12.9 16 F 3 i" 111 30 ' D 1-1/4" 31.6 56 14 5 I FPS FOR HOT WATER 19.6 28 O F NCrr ES: 2]] 46 1-1/C' 44.4 103 35 - 2" 77.2 259 136 48.2 119 -_ O 2d 2e 0 3^ REVIEWED BURLINGAME SED EPAWMEral NT For Ad I NEVIEWEO BTL�•-9A1F_ (:M 24 72 Z, 7 in A ZERO &15SOCIATI$ 11 MMMM Public StnnrYnim Prcleetfleme PUBLIC STORAGE PS PROJECT NO. CA17163 UNIT MIX VERSION:B 5/27/20 AoiMAddrm 1801 ADRAIN RD. BURLINGAME, CA 94010 Comer Public Storage, Inc. 701 Western Avenue Glendale, CA 91201 NO. REVISION DATE SCIFIRLDMITTAL OMM020 C list PC Reaubm¢oel 101OW2020 Qp Addendum A 1011=020 Addendum B 101MICEI Sind PC Resubmi 11 Monso0 meet Enron PLUMBING NOTES AND SCHEDULES Dann by'. ADW Checked by: Ili KID Pudect No 20458 Shen NO. P0e01 Nn DM¢ NL1.i,L3 F-.0 cot JVT �_ _ CA (211 ALL) 1 TP) L__ All /4 _.,. BIT, BN NOB"— r �t INNERITURN X IRD t x N .xTLoso_ Axrry .Arve s [HAP, SEE DETAIL Le/ / �J CIIND. DRAIN ¢ HEATER3/4' IRS' DRAIN cx. i v1sPRP ✓ 51rxN OP C --- f i .0 C. a : ID HE UPI I FININC III IS .. x v C.-[CCi .x6T0033RMslw. AAl ND S -. 3/4 Inr, 0S s ANSI SHOWN WITH HOL➢R11 ". LillLillTEJ- UTAMPWITH - J? - _ F_EEv li ACOUSTICAL CRI HOUKTED Ell HELDRITE? SII IPT --- I "I=FFL I F -. ,._ _ 3R,CKP I?. I'FIS f� _ ACCEPT_ _ IR2000I1 :' __1MP TUBING. I. D. N I I `TLJ F I. r.T I-- FAN COIL CONDENSATE PIPING SCALE B/r_L•-0- A. STD. 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TRADES MIIUNTED ON A HIII DRI C STEMl / t EOOiD pWo wxr„T„x CD THRU FLOOR \ FFSET TIGHTTO CEILI G (# s:% LAPLI .A HHEI,T QL4R_NC PI AI_) BRACKET?. THESE CLAMPS AC(IPT 3/8' IHROG6H 1' TCDIN6. /// \ YR FAN COIL CONDENSATE PIPING s ALE En zn (17) RISER CLAMP DETAIL NOT TO SCALE 113 LAVATORY/SINK DETAIL NOTTOSCALE 9 STANDPIPE DETAIL NOT TO SCALE `5, CONDENSATE TRAP DETAIL NOT TO SCALE 2 r,ar _L; ,TP HE - -Aiu -� rnu,., LhVA1012Y OR SINK LI WITH INFERNALILDIP IIM1T y ��FFJ ��,� A / V V e NVIr ALVED V1.1 _ PLAN SecET JET rIDF_ 'IT JOIN' N)fiDVMEE Oi ,u,E18 CSIT II ACCEi� ) EAN S L METALTHEE lTGHT o P N'�.� r 'I��HNy BAdC LOW PEVLN ANNUTT D VACUUM iIPIFC ITt01 INC GWCHEAPER RCI u.. ,AI. VILE ]M1PFS!IDN 1 _ („ �- / c. _ s k 1 ,) 1 1 r (Iuu SHANT ACCUSALewA FAaa 9S �� AST MIN AID ,:A., I/1' TWF ,� SOMALI I uxorxv. F mnx L— xr INE T L HOT WATER LINE- u �rauc s 0.'F 1 SIP 1 u 1 wer .err>veuT LIs Iamunory L T.LI s r_T ar,.EN P (,KIN 1/2 iED I' : 9s �'T I (0) .ale. 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REVISION DATE 90 P &CITVSUBMCRAL 0522I2020 C 1st PCResubmMal 10BO2020 APddentlutn A t0/1P/ = QMilendum B IOrd02o20 and Pc RNEADDr al 1110412020 SAM Nave PLUMBING DETAILS Pr Athil VZ Dd,l W ABW ChI W: INC NP PrIll NA. 20458 snRANA P0.02 Pill BEAR. mamatas DD3 DDB. 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III' _ I _J r- __ - 1 1 1ox5 1 f >o �1 Sa--Sxto _. _. It 1 1-_.. -. _._t �. - t- - 1 _ 6 - 'T j, j 6. - 4b.- Y6r Ss Ions 10xs sxs -sxs { IoxS- -ims Ims �JIF-'loss I eons p',. s � 4ox10 t Sly _- _- _ I e 0,10 1m10 10,10 - 10,10 loxlO Y loxlO- IOx10 -'ill IOx10. Iox30- : 1Ox10 1Ox10 [ IOx10 U - _t0z10 Oz10 10x10-{�AOxIOL 1Ox10 IO,d0. 1M.10 aOn10 �W[01 �Ox10 {e 1Ox10 t - S r /0 - - 4.4. I5 7gll f� II _ ,III 4 - N I - I 5ss -.a-� �Jlo 43 _ _ _- �_ _ _ __ __I- .. •�--`_ 2� - - Ar -- _ -_ - m = - - - - - - 0,5 sxs_ I r - 1-IF 4.1. n m El LE_ p. 1 Ox5 l Ox5 mx5 10. , - 5.-5 I i sxs 'i N 1�l J J } 1 "0 1 5 i. o_ x�� 1 .x Irx15 l0 15 10 15 10z15 Lq 10z15 1°z15 10,15 10,15 Im15 10,15 1Ox15 loxes 1Ox15 10z15 IOz15 10z15 l0ils lolls j' /0 ex1 x _I III - 1�1 r�i it 1ox15 II U �.I.Ill If /_s Bpr �B -V /1. --. --3.9. -_ - -. x 11 Ss +io I 1 sxs mx10 1 sxs �x .; II 1; - - J - ._ sx / 1 sxs es 1 } II 'It �I - sxlc _ i I u {I. - I} _I - I 41 _ J -- tii I. N I1L �. -_ J ° L , _ / - 3.7: sxlc 1 SAS it I x - loxes 1ox15 Oxls lml5 1ol15 'N{ loxes sss loxes � I l jJ,+ J410 r � 51 0=15 1"15 IOxl5 0,15 10.15 lolls 10x15 IO15 IOxls I0z15 IOdS w lolls 1m15 lolls 1010 -- Ox 0 1Oz10 1Ox10 1Ox10 1Ox10 10 10 I_ _ l _ _ _ _ _ Il, rY` iF 11 _-_ __ u __ s=1/ sxs p es II 4 I. II /l Jys 1L _ - s _ =-. - I1 �,'� --U� � � _ . _ P _ �'_ N�. vim_ � .,. -�.-�' _ - a �a b-_ 1+ J lo' -'Ir _- - -_ - - -- - _ �. __.I ss' loss loss loss N 1o:s loss l0xs loss loss loss loss ' _ r o ITV I.-- _• _- __- _-x 1. yI x 5x10 i.1 5x5h IOx5 I IOxS � 10xs 1OPS 1Oxs Ises _ -�` H - - h III 105 1OxsT _ III IOxS 10z5 10z5 IOxS P IOxS F5x5 Im5 IOxs IOxS lOx5 /�MJ I NN Jxrl 1 _ _ -IL =L_.__ _ Lam. --I = -I--oll ._:_- _t,1Sys fµ'' i a. loxlo loxlo loxto toxlo 4loxlo loxlo loxlo loxlo {3.3 10 5�1ox10 mxlo � 1oxlO llOxlO loxlo ImIO x 1Ox10 . 10x10 -! loxlo 90x10 lOxm �� 1ox10 x 1ox10loxl0 l0ao 1010 '; 1oxr0 1ox1a oVVVVV� I. 4$ � _ - III Sys I - xs IAf sxl �k1 .1 sxro _� __ -_ �- u WS�'INGBUILDING-- I. 1 - kj x10o- a�.._-.-t L-.}I,� -- -.I1 _--mot;__- ,-__-=_'^fF=__-__ I_-_�q'z_---`---�.._--'Ir__'= __�"�i-_-_ -Illy TO�TrAL60,846PF _--_''N� _-.:�o-DL 3.1 Cb4 sx10 "sxs roes fi loss N ir 10xs eons 10.s lox5 .f 1ax5 loss H loss N loss loss IS loss li IO's loss eons N lass N loss N loss _ loz5 1o,u 1oxs loss ' loss i �sss 1ox5 loss k loss ems �'� it� -��'-x �I_.�. _ - _ - __----JL--_- --`.. - _ _u__-�__D-_-.__ _ _-F- _- _ _-:__�___ - - sAra - - - T 2.9 Sx10 + _ 1ox10 IO+i10 10z10 1Ox10 I' tOx10 1Ox10 1Ox10 7 �' N 1 / Sx3 t 1 IYII 5x51 5.5 lie / FI - - I, 1ox10 10 10 1ox10 1ox10 toxlo loxla 1ox10 1ax10 1ox10 1ox10 1o:Io ll 10:10 oxlo 1m10 10 10 loco 1ox10 1ox10 1nx10 I 'ses sx10 1 _ - 1 -. �.�_. �_ _-��-- _ I - �.. 1 /k, It 1/ -- 2.8 5,10 ---- T - N -- _ Fsxs 1� - lj`--- F --- -- ;..5 �`- -�_-_ 'r=- -'r- =Ir- - n --�.- ------'S`---T.- -- ._ x� 6- ----, --- i'-- `----, - rt--_'Ipli_`=- --- .1 11 'O ri yl 11 if 1{ I'. - - - - -�'i "� _. _ - N _ - _ _N 1 - q {� _-_. _-. .-'�_. u. __ II -_ - �- - I< 1�sxs d _ i -_ _ {I -- s. ',� Jxla'__ I,_. _..-... _ i 2.6: t 6 !1'rI t 1 5,10 5x5 II N STORAGE S5, 10,15 10,15 10,15 1Bel I IBel 5 IOx15 lolls kl 10,15 10,16 1m15 1Oxl5 10x15 lolls 1Ox15 1Ox15 1' 1Ox15 { 10x15 5x5 10,15 III I0x15 rzl / Jx 1000 PROPOSED ADDITION zo 1ox2n 1 p ' -- ro sxu, 5x5-'I 1 TOTAL 12,222 S.F. ,.+ 1 j- IN -.. II II it -,I N1m1s Js It 5 - Ex1 --_- ---- _ - s.5 h ,I' IV1 i6 III Ili 1 li F i sx5 Ss II II I 11 -- _. kJJ 5..10 - II 5x5L 5.5 10z15 I°x15 IOv15 IOVU 10x15 10 15 ( IOv15 Iox15 10z15 q`j Imes 10 IS _ l 0x15-IOx15 1Ox15 I 1Ox15 sxs IOx15 IOx15� ^ JxrO _�_ 'III 'LI� ILII " III,I II �I �i mxl5 l 1m15 1 II�1 11� - i� _ - _ _. - - 2.2 I - - - 1----r-----�- ----1� --� K N sro _ tOxtO- 10x10 10,10 { T.--_,_- s -J L5ss-IMF_-�l-.- �ll�-r _ ----ll �1 1 _ _. - �. 1 iI^_ 61P -1.9 sxs II N 5x10 > sx1, sss _, N �p{' It �sx5�--� II m SAW I°J eN -� 1 - - - la �� �' �1 d � - I' o i X I i S �Y {I li j ' t I{ 1 111 - - ,N 5xln 55 { 10120 .. 0,20 sxs' 1OX20 IOx20 Obet 1 1oxz0 �m20 l0I 101 ! HAbI �0 r {BxlO p1- 1I { �oxso sl-- If -1oz40 _i-101 '-1oz20. 'd. MANY loxoVI �I } � IOx]0- 10x30 sea -ax2o 1ox2o tens 1m2o - I _ � �. N - __. t - - - - - - - - 1.8. 10 sxm ] 1 1 III 1 7 5 5 �I II sxs s IO sxlo 5.5 -_ l_ 1 sxs il� II �� III, I _ 1 �I - ..- �5X5 - 11 sa - ill i T - 5,10 sxs N If 1 � I, I,. 1 �N� �I p 1 sxs N r I�sxs� 1 s to Idl f 1 1 II f - 1 7 ^ oss I 1 V _ _+i �. sx5� lolls lolls 1ox1s lox 15 1s fl -._ _ 1 " x N.. - 'j G o _ 1 10x15 11 10x15 1ox15 5ss ry Im15 1m15 1 r I 11 { I . �I1 1 li loxes I oils - -1.4; - - IOx15 10x15 IOx15 10 15 I° 15 I° 15 1Ox15 ^ - _ I try= 'W_ '0�- ones IOx15 � 1 p lfl 1.-' _ �.-� 24 Itu 1.2 TO EXISTING p{', I� l--�"' C I� �Ox2� NP2 .fl A UI III I e'r1 �� l III III I I it III {5,10 EL5�3-.I { _. N J IV YI _€I II N !r-CK�FTE 1 Wl2-f l Ion - 1 x20 1 1 IOGOv1 ENOR1 10.10 I 10,00 10.zo IO.40 IOx-20 III -1Ox20 imzo I� - 10x20 _IOx O --t Ox20 - AOX20 - 10x20 10x20 r � -2.-V ra-,J� � IOa20- �'..�Ox?Ov�vl Q - IOx80- IOa2& I0x20 20 0 I� I 1Tz k 0,15 �wx 0 0 I�I 1I �� - LOBBrz D h }L I 1 ' R _ .X�R�I 9 nr u N o l- 1,I �i1 II !11 r1 1 L u f I{ Ili II S' It�Jz {8)- _111 b 1-0- - „ -- - s 1 _1 n L-. L__ N�=.' _�:-'-.I - _�I = - =L_- 1... _ __1 _E Z I''.-,o_'�'� �L"Y,' 1 PROJECT x J_- �_ �_ - � "11 (' �:�' NORTH I I / �J 1 1 - .A -A3 A4 ,A.5 i A.61 A.7:1 A.8 A.- B 1.1: 3.3 B.8 C -,1 C.e C7 D D3. D8 E 'E.2 � ' E.7' F FA F.8, G3 G8 H.2' H.5 ' H.9. JA J.8 K.3' � � K.7� �L2 ' L.5 � � L9 � MA M.8' N.3 N.7 P.2 P.5 P.8 -- - - - 1- I .> - - - PLUMBING FIRST FLOOR PLAN sCALF :Broz"=rn• (1j TLT1... - LET 1.... - S SPECIFIC �`TE5I BI,IJ'.II TWO Nx IT, F, PROVIEED a cmL. PROVDE &ID IN I Y CD PIPINC PCOM ABOVE, IMSTAII AS HIGH AS POSSIBLE .P.'13 T';I-I -1 ."1 MINI PRIING T. U4 ba ADIAC NI ,JR _E..FChV r_ I I' - C I:.". T'._;, L`ki. AC �F.: N `;) L PFINC ^1 1=,. (ZEVIEWE6:anTMENT ... �' __ �xl ' L, -_ n J LOe� U SLOPF PIP 11 39 it I II 'Y 9, F L x v"f 3URRR'RE x x Lq,: I ��]]�/1� In - LV _. _.. - - - U SEE SAvI - L : - 1 © DROP (OMEN T H IN IN JPIL 11 I B I J'F .Ilr II C 11 'll I II IC S 1 eel �_oc5 TLT12 PROVIDE TURNED DI r FILL HROME I I h. . 1 r YEVIEVIFO BV DE RA �'JNNLER 1 -# 1,. ^� ELEECTRIICALL ACTORTODTP A INOR LOHER LOC�TIDN, CCALL POWER SOJRCL. CK,J 11 L F Vl r,.LHE 1, NDC : F 1 r_ I- I I 1 1 I r 1] P I I= 1 E? I FL 14P I I ST OB APPROXIMATE LOCATION, FIELD VERIFY EXACT LOCATION, SIZE INVER ELEV IIOIv PROVIDI 5 1 'i' INANSITE N ETHNIC TO CIVIL POINT OF CONNECIION_ I'CIIJ F - - TtGOF DRAIN PIPING, INSTALL TIGHT 10 WALL, PI{FPARE AND PAINT TO MATCH ADJACENT R CCRNC III, 1 1 1 11 11 11 f i I I 1 1 r 1 , yyFl ION li JAN - SURFACE, SECURE TO WALL. SD DOWN TO fi' ABOVE CIVIL PROVIDED SPLASH BLOCK, SnIT CIVIL P I 1 I' 1 v 1 1 ; : r -I II%.1 1 IT �Yl Fir- 1 {,I FPLANS FOR CONTINUATION.L I-r ...r..�.vwv.r..vvw� „yL J -- - gyp) NOII USED %.�- -/I I' PROVIDE COND NWF PUMP ON 17 F'L H"' M P0. PUMP TO IIICHFST POINT �I) EI I 1 a -t C 1 1 4 n: 1 1 6- POSSIBLE, CONNECT TO TOP OF COIDG II RAINS FROM UPPER FLOORS AT RUN IN CEILINGF'� WI ell F - 11 I 1 r u 1 M1 1 ENLARGED WASTE Et VENT PLAN 2 ENLARGED WATER PLAN 3 : nlP CO h'IINUE TB D!sxKu POINT - , Iu.c rP - SCAIf: t/4'=10' SCAlE:1 /a =1=P 1 1 ZERO&, ASSOCIATES Public Stnmnom- Project III PUBLIC STORAGE PS PROJECT NO. CA17163 UNIT MIX VERSION.B 5/27/20 Projen wore: 1801 ADRAIN RD. BURLINGAME, CA 94010 Owner Public Storage, Inc. 701 Western Avenue Glendale, CA 91201 NO. RENSION OAIE &CIIVSUBMIITNL 0512'1/2020 AA 15I FC Resubmhdl 101PV2020 PUOenGum A 10I12Y1020 /5 eaaerla�m a miao/zazo rya 2na PC ReaudnNIDl 11NG2020 Arm N"I PLUMBING FIRST FLOOR PLAN ProlDrOwn by: AOw Checked by. IAIr AV Project Hw 20458 Arm be. P11,01 Plaoat, ,oALILO a A.3 AA A A.6 A A A 8.1: -8.3: -B.8 I -CST -C.7 :D.3` -D.8 `: -EZ- E.7 FA -I ,G.3`, :G.8 H.2 H.5 H,9 J,4 1,8 K3 K.7 L.2 L5 L9 MA IS N.3 N.7 P.2 P.5 P,8 - _ - - _ 7 63 _ - _ _ _ - $ EE2 - EEl- FF - - DD- 1 - loxes b 8 64 -.. �11. BB BB.3. CC 1 -_ " - -_ BBB CC1 4 CC1 DD3 i ' -.. _ _-_ �xv10 sao m,o sxm s Belo sx,o sxm sx,o seen sxm silo dao sao sx,o BOB x 64' _ III— _ L.- Belo loxes loxes loxes l015 If_lo is II I NEA ra+s ' - 1115 10 6x10 � T 51 6.1 _- - - o- 1 Iwo D ♦ sxro 41' -: '$�([_1� 10 5l0 ODIo ) CH I 1 b. tJ 1 1NG II 1�2 6 1 L `- f7„ILLLI� s Is ,o, � -.__ ,_---- u� s sxro 5.1 s1o1 TTTTT r- - 1 21sS 1ST-- - III IsxS tOxl:i �II loxes lanes 1 10a5 lanes *s o.l axlo s,a + ,.RN�_ )) ) dons_ -. aSTAIA: s 1u„5T0'Is1w sxm I1L _ {j s„a sxro _- V6.9 Bela sxro sx,o sx,o sx o i _ Ill` it —_ sxs t sxs la sxs Does Does wxs Does Does I, sxS s 5 s o 4.8 SxIO sac - - - n �- 10%l0 loxlo loxlo loxlo loxlo Does m%l0 loxlo loxlo loxlo loam ti sees to:m loxlo IOxi wtlo IOzla loxlo AS 5 5 0 5 __.. sxs 101 _10,5 5 loxlo s _. V6.6 5x5 rLg loxlo .. III; Does C 46 - 1ov10 tOvIO _.._ _ --._ _ ___ _ _ _ -_ ,... _-_ ... _.__.. Wes __ _ _ _.___ __-__ _ -. _..__ iLb 5,5 IOxS IOx.S _. _10a.5 ."JoxL`i.s 10wad ice 10%5 ICBS _ IOxS I(US - 10,5 101 IOrS lows 101 10x5 10,5 Sx5 IOxS lots 101 IOxb IDx3 Sx ____ ________ __ _.. __ __ _ 1000 +S I 0 Osl Sxs Sx5 SxrO 44 _. - -; 10nm 10,10 -_- 10n10 '- IOx10 - mxl0 -- 10,10 10110 - iOxl6-TWO lOx1U--_I.-.ma10 - Dodo ',,-loxlo -loxes - -_1 - 10xio to%lU _. 10s10.__ i0XIJ 1ov10 T&ACI' laxm .loxlo- loam-. _ lonw As _ -. 44 43 r -fir- _. I. ____��. --- �Ir-- 10x5 100 10x5 (1 105 10n.5 5n5 sxs sxro � rl,j - -- —� _� _ 41 toxlsl -.__. _. I I sss x Sxs io I 1 sxsI*ro RG„? 10,10 10 loxlo 10,10 10,10 loxlo loxlo 10,10 1B,10 10x10 10,10 10Z 10,10 loxlo '� loxlo loxlo xl0 loxlo IOxie -: loxlo : 10x10 �1 10,10 411:0' loxlo Iloxs IWO �I 10x10 I- loxlo 10XIC 1ptl0 5,10 5v5 sxs - 1L - s*s r0 :1.9 3 9 5x10 5x5 : 5xa lox5�1 to%lo ;5x5 III_ - �. I'_ _____�i sxs lo'o X4Q: 5x10 5x5 loxlo 10n10 loom sxs mx10 10x10 loxlo 10x10 10n10 10:10 loxlo loxlo loxlo lO l0 �- loxlo loxlo-- loxlo loxlo loxes - loxlo 'sxs o l0 loxlo mxlo mn0 s:10 37 - -- __ '- - �_ j - - -- 11 s�1 x s - 07 _ xro X3g 5x10 -4._. lone sxro ..___ _.. 5,10 5,5 sxs 5x5 3.5 - -- - mxm l0xm 10,10 10,10 10xm r-- 10x10 10,10 10x10 loxes ---mxm �Oxl O- larlo 10 IO 1ox10 mx10 10,10 10,10 - 10,10- - -101 F r10x5-t0x10-- - IOxm---.-- lOx1O�Ox10-- -- -10,10 10,10 10x10 10x10 l0xm ,r. yOl0 X,3, 0' - 3.5,: sxro .5x5 STORAGE sxs : J 5n5 As - _ _ _ PROPOSED ADDITION TOTAL 12,222 S.F. - -- s*s Ara 5z10 5x5 5v5 Sx5 3.3 - - 10xm 10x10-- rox10--- 10,10 loxlo 10110 loxlo-- �Oxlo - HaIde - - �0%l0 10x10 10x10 10,10 10,10 lOxm Does 10,10 loxlo 101 loxlo mx10 10x10 loxlo 10,10 -TURID Jts - Si C�34 - 3.3 5v10 Svs _ Sn5 Sx5 s ____.._______. _______ ____ _ -_—.. __.- ____STORAGE` EXISIING_BUILDING 3.1 _ -- ____ __. ___. -.— ___ _.. _. -. _ _. _ _ ___— _ _-__ __FEDTAL60,8465F. ,toes _— -._ _ Aro Xd.3.. __ _—___ . 3.1. 5,10 5X5 - sx5 _ _. 5x5 w6 __ - li x 6. _ 1 loxlo loxlo loxlon10 loxlo 't mx10 loxlo loxlo s s*ro 10,10 toxic ICar0 1ox10 1Cx10 5 10,10 10x10 - loxlo 1Cat0 x10 to 10e10 IDxm 10%l0 mxlo r� 10x10 10x10 �O'10 10x10 loxlo. 5 Belo 5:5 Sns -- f--- T 29-----._ r c-_. lows eons sxs sxro N31. _.. 2.9 5x10 .5x5 1015 3 10,5 IOxS 5,5 10n5 10z5 JOBS 101 1015 101 1 Does 1Cars IOX3 IGas Was 10x5 101 1CBS 10x5 : ICKS IOx5 IOx5 101 10x5 sxm : t _ __..J� sxro 28 - s: _ lox1D loco _. loxlo 1ox10 1ax10 loxlo-_-loxlo..1ox1n _. __ - - -.-- _-__-.1 jF- __.-- s`l0 XZy. -28', _ _ _ _ _ _ 'IOx5 Sx5 - 5x5 sx D I Sx10 5,3 - loxlo loxlo 10,10 10,10 10,10 10,10 1Ox10 sxs r 1 T .. Selo Sx5 IOxls 1ox15 IOnls 1Ox15 1Bar 5 q 1Ox15 10x15 1Ov15 X1 26 = L _ X loxlo 1on1a loxlo loxlo 1 0 111ox5 II I sxs 2.6i 5x10 5,5 515 jP 5,5 sx l0 --.. A As. 5x10 5,5 - 5x5 I0x15 1Ox15 10,15 1Ox15 1Ox15 10,15 10,15 10,15 10,15 10,13 10,15 loxes 10,15 10,15 1OX15 10A5 10,15 -�' 5,5 10,15 1005 2 4 10,10 1000 10nlo TOXIC lCar o lCal o -- 1ox1a--_ __— _ —_ ions _ _sxs 2.4 5,10 5w5 A 5,5 5,5 _ -_ -_ -_____-1.___._ __.. sxlo 22 _ .---__.- ..... - _. �.___ _ 10.5 _ seen _.__.. _ 2.2 �Sx10 5x5 5,5 Sal 5x5 y 5110 - o_ 5,10 Sx5 10,15 IOx15 1005 10,15 1Car 5 : - 10x13 ICar 5 5v5 10,15 101 IOx15 1Ox15 lone$ IOx15 1Be 15 IDO5 loxes Tars 10v15 101 10,15 10%15 1T15 10,15 - 22.2 _ 101 10,20 10,20 Belo 1.9: 19 - _ -. : _ - _ -_- _ __ loxlo _. 5,10 5,3 5,5 5,5 5,5 - - An to sxm sa lDs�: 1 sns 5x5 18 _ y ____ _ _ -_ - I 1 Sx10 '18'. .Sv10 5x5 1OX20 IOx20 1C,20 10,20 10,20 5x5 Iox30 1Ox30 IOx30 1Ox30 lOx]0 1Ox30 IOx40 IOxHO 10v]0 10v10 10110 I 1 101 r Sx5 Sn5 _ T IoelO 1 1Ov40 IOxRO I0,20 Selo 0 10,10 L. 1LS.. wxsn loan loan 5x10 sxs sxs 11 16 - _ _ _ _ 1I I 2 I I I i sns 1ox1s 1ox1s I 16... I I !sxro_ I XIO III 5 s11 CT '-__ A;I 6x5 -_-- - _-_ _.__�--_ -_-.: I'- a -_ --J` .yam_-- �L--- I -;i 1 IS-- S IR2 _ __ _.. 1.4` 1ST, L ,. - 7 a": II __- Ew1 Belo ��,/� 11 A I 10x1 /' /' '; l x / / LOBBY LOBBI 10x15 12. B— Z. 10,20 10,20 10,20 10,20 10,20 1Ban -- 10,20- ETV Z 10,20 10,20 10,20 10,20- ---40@0 - 10,20 10,20 10,20 10,20 10xz0 10,20 i0,20 10,20 10xzo 10x2 0 10,20 10,20 --- - - `1.21 7- 10,20 V / 10,10 n A TA3; :AST I A5; A.6 A7 A8 A9 51 33l:'' B8 I CA �I i ID3; ;ES E2 E.7 ;F4 F8. G33.8 H2. HS H.9 14 1.8 K.3 K.7 IF . L5 III : 11.9 L9 MST. M8 N.3 N.7 P2 iP.mPROJECT NORTH PLUMBING SECOND FLOOR PLAN I SCALE:3/32'-2sP• `ll SHE E `ECIFICI ALL ELOCH ANN N L FEN TRECTI L rill PC PIPES SHALL BE SEALED N l ILY AND TIGHT T, PIPE AND WALL I H A' I QI) CONO IFAN PP 2/IUU2, OFFSET TO WALL, INSTALL AS HIGH AS POSSIDLE, CONNECT TO CO PIHNI; IROM AI10W, OR PIPING JOWR'. © ROOF TRAIN PIP.NG INSTALL TGHi TO WALL, PREPARE AND PAINT TO MATCH ADJACENT FIRESIOP ALL FLLO /(,LG. PENETs TION-11 /� SJRFA;E SECURE TO I L REVIEWED V RUN 00 GOWN TIGHT TO WAG, PAN' PIPING SAME COLOR AS JANUS P4,VEL, SIRAP 'O PANEI. ON 24" LGGDEPARTMENT CIENTERE, F1RESiOP NJD SEAL F 0 P3lCTRATION. gURLINGAME Q SLOPE PIPING AT 19.. ® VENT It I'CVI UP k DAWN. SFAL FLOOR 'ENETRAVONS. am1EDIED By DI PIPE UP IHItU RI F'. ASP AND COJILTERFLASH WATER TIvH II,P}_ V . i, L 1 ZERO o SOCIII.N P,niea Ome PUBLIC STORAGE PS PROJECT NO. CA17163 UNIT MIX VERSION:8 5/27/20 Pmleandini 1801 ADRAIN RD. BURLINGAME, CA 94010 Public Storage, Inc. 701 Western Avenue Glendale, CA 91201 NO" BEVISION DATE BCITYSDBMIITAL 067227020 lit PC Resubmitted101OW2020 nAC ,EN Addendum A 1 101122020 Addendum B 10130noz0 2nd PC ResubI 111CIV 20 Sheet nerve PLUMBING SECOND FLOOR PLAN LAE PI mi Drawn by: AM CneneuM LOAD NIP Pmlea run. 20458 sheet No. P1.02 PNMELI 02( 13d3 A/ 8 C) D E i F G H J K L i M, F N P B' -�, & --N,PER YQB "t• FEMAIV F RhIFB 1 L PI W-EMA � FI &SSCUPPI K — - SMITE ER O; IO VRf U 41 I, I') RFRAN ;F If ul Erc T PEMIIN - n ZCUPPM F -- ) _ r P) REUNNLT <IF INbI�Y\ 1 & en H / �- L hl AM I I - - - - 4 <'0 -.I Op 1 NAIM- LII F=1 3' PER h,.JF. 2X SLOPE J Ot 0 LATE \ REVIFWE➢BY — PROJECT A i B D _ F G Fd i K L M N P NORTH PLUMBING ROOF PLAN SCALE:3/32••=rB• �1 - CPRIEPPSPRi9FJICIIO!�-° -� N31 VI F _ -I ...PCLT 0 ROOf MICNDEC ARC IILCIU r P TIMJ. Iu b FXFPRUU IIIIROOF wvv 'D Rfcwut Extsms eooF uPAIDuIm IFn, TOO >D PIPINO TO L)SD IIIINO Rf1011 Rb L Ab IY - GPC TAM E NA 11 L I Irk Q ) E%ACI SIZE AND LOCAl1UN. i r - vux N I- /I RO ffi ASSOGI 1 I ES L P.alett Name PUBLIC STORAGE PS PROJECT NO. CA17163 UNIT MIX VERSION:B 5/27/20 nett REd,eu 1801 ADRAIN RD. BURLINGAME, CA 94010 0,,Ae. Public Storage, Inc. 701 Western Avenue Glendale, CA 91201 NO. REVISION DATE BCITYSUBMITTPI OMM020 C 1911CResubmiVal 101 Mandum A 10/V=C1 Q0 Addendum B 10I3O20 A 2nd PC Resubmillal 11/U12020 5111t Name PLUMBING ROOF PLAN 0.N.w..: Dm"bap, chinked by YAP Project Na 20458 Sheet Nee P1.03 V V Im Date: 2021Cam STORAGE LIGHT FIXTURE SCHEDULE - LED SYMBOL TYPE MANUFACTUREMMODEL# LAMPS VOLT INPUT INPUT BALLAST MOUNTING DESCRIPTION NOTES TYPE WATTS VA �Tr A 8' LINEAR 40001K LED STRIP, INCLUDE WIRE GUARD. INTEGRAL CEILING PROVIDE CAGE IF UNDER 9'0'L I METALUX LED 120/277 75 84 MOUNT TO UNDERSIDE OF DECK 01 FABLE MOUNT ON SLOPED CEILING OR WHEN DECK IS OVER LOB'. BTSNLED-LDS1045L-UNV-L840 MOTION SENSOR INTEGRALTO THE LIGHT. - - - - AE SAME AS TYPE A EXCEPT WITH EMERGENCY BATTERY PACK CAPABLE OF 2400 LUMENS IN EMERGENCY MODE FOR 90 MINUTES. INTEGRAL CEILING PROVIDE CAGE IF UNDER EVIL 1 MEOPTIONS ELI4W LED 120/277 75 84 MOUNT TO URIDEI6NE OF DECK OR CABLE MOUNT ON SLOPED CEILING OR WHEN DECK IS OVER IO'6'. BSNLE -LD5-ROSE LJNV-L840 MOTION SENSOR INTEGFAIL TO TH6 LIGHT. �y B INTEGRAL MOTION SENSOR, INCLUDE WIRE GUARD. 4OVIDE IMi.-EU INTEGRAL CEILING AGE IFLED UNDER9'0". PROVIDE UNDER EVIL METALL METALUX LED 320277 38 62 MOUNT TO UNDERSIDE RUDE OF DECTHE CABLE MOUNT ON SLOPED CEILING OR WHEN DECK IS OVER 30'6". 43NLEtrLDS-SCSI-UNV-1840 SENSOR MOTION SENSORINUGRALTO THE LIGHT. �M BE SAME AS TYPE B EXCEPT WIT EMERGENCY BATTERY PACK CAPABLE OF 14W LUMENS IN EMERGENCY MODE FOR 90 MINUTES. INTEGRAL CEILING PROVIDE CAGE IF UNDER 9'0". 1 METALUX-OPTIONSEL14W LED 120/277 38 42 MOUNT TO UNDERSIDE OF DECK OR CABLE MOUNT ON SLOPED CEILING OR WHEN DECK IS OVER COS. 8TSNLED-LD5 52SL-UNV-LB40 MOTIONSENSORINTEGRALTOTHEI LIGHT. F�ti C METALUMEN LED 120/277 48 50 RM4DOD- ILLOK-4-M-XX-1,11-S-2 LUMAXLIGHRNG LED M/277 51 54 INTEGRAL CEILING 4' LINEAR MKOK LED INDUSTRIACSIRIP, ENCLOSED AND GASKET. PHOTOCELL OPTION ON VWLED451,41RIEF FPR-P MOTION SENSOR. PROVIDE AN ART ERMARKETWIRE GUARD/ NOOCCUPANCYSENSORS ON THE ELEVATOR PH UGHTS METALUX LED ]211I 57 W 4VR-LW-6-DR-UNV-L MULW . LED 120/277 48 50 r CIEMETAWMEN RM4DOIJ-HB0P4-M-XX-L4ES 2-EM LOMAXIGHTING LED 120/277 51 54 INTEGRAL CEILING SAME AS TYPE C EXCEPT WITH EMERGENCY BATTERY PACK VWLED4514K48 9FPR-PGM2 CAPABLE OF 1400 LUMENS IN POMGENCY MODE FOR 90 MINUTES. METALUX OPTIONS ELI4W LED 120/277 57 BE PROVIDE CAGE IF UNDER TO. I 4VT2-LD4-6-DR-UNV-L840 W L O D UNONIA LIGHTING LED 120/277 40 42 WL4401H EZ11P840 MAN NESPET7 PHILIPS DAY BRITE LED 120/272 40 42 INTEGRAL CEILING CEILING MOUNTED, HORI20NTAC INTEGRAL OCCUPANCY CONTROL WITH DUAL TECHNOLOGY SENSOR, UMFR3940U-11360-277 4XVIC LED METALUX LED 120R77 40 42 45 W LED -LI34-405L-LW-UNV-LB40-SVPDS 0 DE LITHONIA LIGHTING LED 120/277 40 42 WL4401. EEL LP840 NSA NESPD77 E1.141H PHILIPS DAY WRITE LED 120/277 40 42 INTEGRAL CEILING SAME AS TYPE D EXCEPT WITH EMERGENCY BATTERY PACK LF4FR3940U-EM-F11360-27T CAPABLE OF 1400 LUMENS IN EMERGENCY MODE FOR 90 MINUTES. METALUX-EL24W LED 120/277 40 42 45WIED-L0440GIE JW-UNV-LB4M1SVPDI ® F MHONIA LIGHTING LED 12D/2T7. 1.1 1.2 LHQM LED W R NO DUAL LITE LED 120277 1.1 1.2 INTEGRAL WALL WALL MOUNTED EXITSIGN. LX U R W E(DISCONTINUED) COOPER LIGHTING LED 120/277 2.5 1.2 LPX7 ® FS UTHONIA LIGHTING LED 120/277 1.1 1.2 LHOM LED W R NO DUAL LRE LED 12O/2T/ 1.1 1.2 INTEGRAL CEILING CEILING OR PENDANT MOUNTED LED EXU SIGN. IX U R W E (DISCONNNUBD) MOUNT TO METAL CORRIDOR SYSTEM WITH JUNCTION BOX BEHIND METAL COOPER LIGHTING LED 120277 1.1 1.2 ALL CEILING MOUNTED SIGNS BELOW 9YJ"AFF SHALL HAVE APPELTON SWIVEL PENDANT. LPX7 Ho G HUBBELL LIGHTING LED 120/277 43 48 INTEGRAL WALL LED WALL PACK FULLY SHIELDED, INTERNALLY PAINTED. 24'AFG LNC218LU 2773K 070 U DB SCE SEE DIE CAST ALLUMINUM HOUSING. STAINLESS STEEL HARDWARE. %1 N/A WATTSTOPPER - 24WC - - - CEILING MOUNT ULTRASONIC 90' LONG RANGE LENS OCCUPANCY SENSOR �•U FEW-2000H (1' N/A WATTSTOPPER 24VDC - - - CEILING MOUNT ULTRASONIC INDEED FT COVERAGE OCCUPANCY SENSOR ��^^•'AU #1000A PP N/A WATTSTOPPER - 120/277 - - - POWER PACK FOR LOW VOLTAGE OCCUPANCY SENSORS #BZ-50 SAM N/A COOPER GREENGATE - 120/277 - - - WALL MOUNT DUAL TECHNOLOGY OCCUPANCY SENSOR. LINE VOLTAGE #NNW-D-10D1-DMV-N-W GENERALNOTES: A. ANY PROPRIETARY SOLE SOURCED LIGHT FIXTURE LISTED IN THE LIGHT FIXTURE SCHEDULE SHALL BE UNIT PRICED ONLY, NO PACKAGING OR LOT PRICING OF THESE LIGHT FIXTURES SHALL ALL HALL BE ALLOWED. UNIT PRICES SHALLES CLEARLY THE BID FORM. B. SHALL BE ALLOWED TO OFFER MINI -LOT PRICING (MCP) FOR LIGHT FIXTURES SPECIFIED IN DIVISION 26 SPECIFICATIONS ONLY. REFER TO SPECIFICATION DIVISION 26 FOR DEFINITION, TERMS AND LIMITATI OF MAGENTS LIMITATIONS MLA. ING OF C. PACKAGING OF LIGHT FIXTURES WILL NOT BE CONSIDERED OR APPROVED. D. LIGHTING CONTROLS PRICING, INCLUDING BUT NOT LIMITED TO THOSE REFERENCED IN DIVISION 16n SPECIFICATIONS, SHALL BE COMPLETELY SEPARATE OF ANY LIGHT FIXTURE PRICING. ANY LIGHTING CONTROLS PRICING THAT 65UBYCEILI WITH LIGHT FIXTURE PRICING(UNITREJECTED IN ITS LIGHMINI-LOT)WILLBE GUARD AR AND COORDINATE LIGHT FIXTURE MOUNTING TOS TRIMS NEEDEDOTOSUNCEILING CONDITIONS PRIOR TO ORDERING. E VERIFY CEILING CB, E VERIFY QUAMODEL MODEL NUMBERS AND DESCRIPTIONS TURDWARERTO WITH MANUFACTURER PRIOR TO PLACING ORDER. AND G. VERIFY FINISH AND COLOR WITH ARCHITECT PRIOR TO PIECING ORDER RIOTOPLACING H. REFER TO ARCHITECTURAL DRAWINGS AND DETAILS FOR E%ACT LOCATIONS, MOUNTING HEIGHTS AND ADDITIONAL MOUNTING INFORMATION. CONTACT ARCHITECT IMMEDIATELY IF THERE ARE DISCREPANCIES BETWEEN THE ARCHITECTURAL AND ELECTRICAL LIGHTING PLANS. I. CATALOG NUMBERS SHALL NOT BE CONSIDERED COMPLETE AND MATERIAL SHALL NOT BE ORDERED BY MAN U FACTURER AND CATALOG NUMBERS ONLY. FIRST READ THE COMPLETE DESCRIPTION, NOTES AND SPECIFICATIONS IN CONJUNCTION WITH THE CATALOG NUMBER TO DETERMINE THE EXACT MATERIAL AND ACCESSORIES TO BE ORDERED. THE MANUFACTURES LISTED ARE THE BASIS FOR THE DESIGN, J. CONTRACTOR SHALL PROVIDE ALL LIGHT FIXTURES UNLESS NOTED OTHERWISE.. DATE: APRIL 30, 2019 0.EVISION:O PROVIDE AND INSTALL ALL OCCUPANCY DETECTORS INTEGRAL TO CORRIDORS FIXTURES SO THAT ALL MOVEMENT IN THE CORRIDOR SHALL ACTIVATE SENSOR AND TURN ON THE RESPECTIVE LIGHTS. ONCE THE LIGHTS ARE ON BY THE. OCCUPANCY SENSOR. THEY SHALL REMAIN O4 FOR 15 MINUTES (ADJUSTABLE BY OWNER). SENSOR ADDUUSTJENT MAY BE NECESSARY. SENSORS ARE NOT TO BE INSTALLED ABOVE 12'-0" A.F.F. ALL OCCUPANCY SENSORS NOT INTEGRAL TO LIGHT FIXTURES MOTION SENSORS ARE TO BE CEILING OR UNDERSIDE OF HEADER MOUNTED UNLESS OTHERWISE NOTED, E.C. TO ASSURE THAT THERE IS NO IMMEDIATE OBSTRUCTION TO SENSOR, SO IT CAN WORK AS REQUIRED, PRIOR TO INSTALLATION. PROVIDE ALL LIGHTING CONTROLS FOR A COMPLETE AND TITLE 24 COMPLIANT SYSTEM. PROVIDE ALL CONTROL WIRING FOR ALL OCCUPANCY SENSORS, DIMMERS AND LIGHTING CONTROL PANEL. TO BOTTOM OF SON. VERIFY OUANTY IN FIELD ALL LIGHTING TO BE INSTALL, EXCEPT FOR THOSE IN A DROP CEILING, SHALL BE MOUNTED TO CENNG AND NOT SUSPENDED V.I.F. ALL LIGHTS SHALL BE APPROVED BY OWNER PRIOR TO ORDERING AND INSTALLATION. ALL BATTERY BACK UPS SHALL BE CAPABLE OF KEEPING THE FIXTURE ON FOR A MINIMUM OF 90 MINUTES DURING A POWER OUTAGE - WHEN EXIT LIGHT IS TO BE MOUNTED IN THE CENTER OF A HALLWAY, E.C. TO INSTALL A SWIVEL PENDANT FIXTURE. FIXTURE SHALL BE A MAXIMUM 12" FROM CEILING GENERAL NOTES 1. ALL ELECTRICAL WORK SHALL BE IN ACCORDANCE WITH THE NATIONAL ELECTRICAL CODE AND ALL LOCAL CODES HAVING JURISDICTION. 2. TH E ELECTRICAL CONTRACTOR SHALL OBTAIN ALL PERMITS AND PAY SUCH FEES AS MAY BE NECESSARY FOR INSPECTIONS, TESTS, AND OTHER SERVICES NECESSARY FOR THE COMPLETION OF HIS WORK. 3. CONTRACTOR SHALL VISIT THE SUE AND EXAMINE CONDITIONS OF THE PREMISES AND THE CHARACTER AND EXTENT OF WORK REQUIRED PRIOR TO SUBMISSION OF BIDS. ANY DIFFICULTIES IN COMPLYING WITH THE DRAWINGS AND SPECIFICATIONS SHALL BE BROUGHT TO ME ATTENTION OF NE ARCHUECF/ENGINEER BEFORE BIDDING. 4. IT 15 THE INTENT OF THESE DRAWINGS AND OTHER RELATED DOCUMENTS TO PRODUCE A COMPLETE AND FUNCTIONING ELECTRICAL SYSTEM, THE ELECTRICAL CONTRACTOR SHALL PROVIDE ALL LABOR, MATERIAL AND OTHER SERVICES AS MAY BE NECESSARY TO ACHIEVE THISPRODUCT. IT SHALL BE THE RESPONSIBILITY OF THE W VICTOR TO BRING TO THE ATTENTION OF LIFE ARCHITECT ANY DISCREPANCIES IN THE PLANS AND SPECIFICATIONS THAT WILL AFFECTTHE WORK, PRIOR TO SUBMISSION OF HIS BID PRICE. 5. IF, DURING THE COURSE OF THE WORK, THE CONTRACTOR EXPERIENCES A PROBLEM WITH THE PERFORMANCE OF THE INSTALLATION RELATIVE TO THE PLANS AND SPECIFICATIONS, THE NATIONAL ELECTRICAL CODE, OTHER APPLICABLE CODES AND GOVERNING DOCUMENTS, THE CONTRACTOR SHALL BRING THE PROBLEM TO THE ATTENTION OF THE ARCHITECT AND/OR THE ENGINEER FOR RESOLUTION PRIOR TO EXECUTION OF THE WORK. 6. ALL MATERIAL SHALL BE NEW AND BEAR THE U.L. LABEL LISTED APPROVAL FOR ITS INSTALLED APPLICATION. 7, ALL MAJOR COMPONENTS OF THE ELECTRICAL SYSTEMS SUCH AS SAFETY DISCONNECT SWITCHES, AND PANEUMARDS SHALL BE BY THE SAME MANUFACTURER AND SHALL BE ONE OF THE FOLLOWING: SQUARE "D" COMPANY, GENERAL ELECTRIC, OR W ESTINGHOUSE. 8. CIRCUIT BREAKERS USED FOR SWITCHING OF LIGHTING OR SIGN CIRCUITS SHALL BE APPROVED FOR SWITCHING DUTY AND SHALL BE MARKED "SWD" IN ACCORDANCE WHEN N.E.C. ART. 240.83 (d). 9. PROVIDE "LOCKING" TYPE DEVICES ON ALL CIRCUIT BREAKERS CONNECTED TO EMERGENCY AND NIGHT LIGHTING, SIGNS, FIRE ALARM AND FEET RITY SYSTEMS. 10. ALL SWITCHES, DUPLEX RECEPTACLES, AND TELEPHONE OUTLETS TO BE FLUSH MOUNTED, THROUGHOUT. 11. ALL SERVICE EQUIPMENT SHALL BE GROUNDED IN ACCORDANCE WITH N.E.C. ARTICLE 250. 12. ELECTRICAL CONTRACTOR SHALL COORDINATE WITH MECHANICAL CONTRACTOR FOR EXACT LOCATIONS OF HVAC EQUIPMENT. 13. SEE REFLECTED CEILING PLAN FOR EXACT LOCATION OF LIGHT FIXTURES. 14. ELECTRICAL PLANS ARE DIAGRAMMATIC. 00 NOT SCALE DRAWINGS. 15. CONSULT PLANS OF ALL OTHER TRADES FOR COORDINATION AND FOR RELATED AND ADJOINING WORK. IN, CONSULT ARCHITECTURAL AND STRUCTURAL PLAYS AND DETAILS MR CONSTRUCTION TYPE, HEADROOM, ROOM FINISHES, CEILINGS, ETC. 17. ALL WORK SHALL BE DONE AT SUCH TIMES AND IN SUCH A MANNER AS WILL LEAST INTERFERE WITH THE MAINTENANCE AND OPERATION OF ALL RELATED OR AFFECTED SYSTEMS. ALL POWER OUTAGES SHALL BE COORDINATED WITH OWNER. 18. THE COR0.ER NUMBER OF WIRES NOT BE INDICATED FOR ALLORCUR R,ON THOSEWHERE CLARIFICATION LARON IS NECESSARY. THE ELECTRICAL CONTRACTOR SHALL PROVIDE ALL WIRES NECESSARY FOR THE PROPER FUNCTION OF THE SYSTEM, 19. ALL EMWYCONDUIT RUNS IN EXCESSOF 10 R. SHALL BE PROVIDED WITH A PULL WIRE OR "EHTAPE/CORD. 20. ALL BRANCH CIRCUIT CONDUCTORS FROM THE PANEL TO THE FIRST OUTLET SHALL BE INCREASEOTO THE NEXT LARGER SIZE WHERE THE LENGTH OF THE HOME RUN EXCEEDS 100 FT. ON 120/205V CIRCUITS. 21. CONTRACTOR SHALL BE RESPONSIBLE FOR PROPER SIZING OF ALL MOTOR OVERLOAD DEVICES (HEATERS) IN STARTERS BASED ON ACTUAL NAMEPLATE RATINGS ON THE MOTORS BEING INSTALLED. 22. CONTRACTOR SHALL NOTE U.L LABELS ON PACKAGE TYPE MECHANICAL EQUIPMENT. IF U.L.IABEL ON MECHANICAL EQUIPMENTCALLS MRTHE OVERCURRENT PROTECTIVE DENCETO BE FUSES, THE ELECTRICAL CON TRACTOR SHALL PROVIDE FUSED DISCONNECT SWITCH WITH PROPER SIZE FUSES ATTI E SWITCH LOCATION INDICATED ON DRAWINGS. 23. CONTRACTOR SHALL VERIFY WIRE SIZES, C/B AND FUSE RATINGS FOR ALL HVAC EQUIPMENT, AND BRING TO THE ATTENTION OF THE ARCHITECT AND/OR THE ENGINEER ANY DISCREPANCIES AFFECTING THE WORK PRIOR TO PROCEEDING. 24. HORSEPOWER RATINGS INDICATED ON DRAWING MAY DIFFER FROM ACTUAL EQUIPMENT FURNISHED. IF FURNISHED EQUIPMENT DIFFERS FROM RATINGS ON DRAWINGS, CONTRACTOR SHALL NOTIFY ARCHITECT AND/OR THE ENGINEER FOR APPROPRIATE ACTION TO BE TAKEN. 25. PROVIDE APPROVED "FACE" TYPE CIRCUIT BREAKERS FOR ALL HEATING, AIR CONDITIONING, AND REFRIGERATION EQUIPMENT INDICATED FOR CONNECTION ON ELECTRICAL DRAWINGS, 26. ALL DEVICES AND COVERPIATES SHALL BE CONSTRUCTED OF MOLDED NYLON MATERIALS. COLOR OF DEVICES AND MATCHING COMPLETES SHALL BE AS SELECTED BY THE ARCHITECT, 27. THE CONTRACTOR SHALL GUARANTEE ALL HIS WORK AND MATERIALS FOR A PERIOD OF ONE YEAR AFTER ACCEPTANCE BY OWNER. 28. IT SHALL BE THE RESPONSIBILITY OF THE ELECTRICAL CONTRACTOR TO COORDINATE SERVICE REQUIREMENTS FOR POWER AND TELEPHONE UTILITIES. 29. PROVIDE A #10 NEUTRAL CONDUCTOR FOR ALL MULTI W IRE RECEPTACLE BRANCH CIRCUITS. 30. FOR ALL EQUIPMENT RATED IDDAMPS OR LESS, E.C. SHALL PROVIDE TERMINATIONS WHICH ARE LISTED FOR USE AT 75-C OR PROVIDE WIRING SIZED USING THE 60-C AMPACITY. 31. CONRUCTORS AND SUBCONTRATORS SHALL CONSULTTHE OWL. ARCHITECTURAL, PLUMBING, MECHANICAL AND ELECTRICAL DRAWINGS AND COORDINATE THE INFORMATION CONTAINED IN THESE DRAWINGS TO PROPERLY CONSTRUCT THIS PROJECT. 32. REFRER TO CIVIL ARCHITECTURAL PLUMBING, MECHANICAL OR ELECTRICAL DRAWINGS FOR OPENINGS, DEPRESSIONS, FINISHES, INSERTS, BOLTS, ETC, 33. BEFORE ORDERING MATERIALS OR DOING ANY WORK, THE CONTRACTORS AND SUBCONTRACTORS SHALL VERIFY ALL MEASUREMENTS TO PROPERLY SIZE OR FIT THE WORK. NO EXTRA CHARGES OR COMPENSALION WILL BE ALLOWED BY THE OWNER RESULTING FROM THE CONTACTORS' OR SUBCONTRACTORS FAILURE TO COMPLY WITH THIS REQUIREMENT. 34. ALL JUNCTION BOXES SHALL BE MOUNTED BEHIND THE METAL CORRIDOR SYSTEM. SURFACE MOUNTED JUNCTION BOXES ARE NOT ACCEPTABLE. ELECTRICAL SYMBOL LEGEND GENERAL -E EMPTY CONQUITSIZE AS INDICATED, BRANCH CIRCUIT CONDUIT CONCEALED IN CEILING OR WALL. ---- BRANCH CIRCUIT CONDUIT CONCEALED IN FLOOR OR UNDERGROUND. - - - EXPOSED CONDUIT. .. -�+ HOMERUN TO PANELB Oi NUMBER OF ARROWS DENOTES NUMBER OF CIRCUITS. CONDUIT TURNEDUP CONDUIT TURNED -DOWN O NO JUNCTION BOX 1 EKI PULLBOX 1s 2WY112WPANEL ' ,I SERVICE OR EQUIPMENTGROUND. POWER SINGLE RECEPTACLE F gr DUPLEX RECEPTACLE -`=IG-GFI, L- LOCKING,T -TVSS, WP-WEATHERPROOF, IG- ISOLATED GROUND, EWC- ELECTRIC WATER COOLER I DUPLEX RECEPTACLE MOUNTED ABOVE COUNTER HEIGHT AS NOTED. QUAD RECEPTACLE : I NOTE'. FOR ALL RECEPTAI IN PUBLICLY ACCESSIBLE SPACES PROVIDE LOCKING COVER PLATE COOKSON W'PPBL OR EQUAL. ® MOTOR STARTER OR CONTROLLER FUSED DISCONNECT SWITCH, PROVIDE FUSES PER NAMEPLATE PAT ING Ell NON -FUSED DISCONNECT WRITTEN EEP COMBINATION MOTOR STAOFFER TELEPHONE COMMUNICATIONS - DATA 6A COMBINATION TELEPHONE AND DATA LIGHTING AA RECESSEDISURFACE Ter FLUORESCENT LUMINAIRE, CAPITAL LEPER INDICATES TYPE, SMALL LETTER INDICATES SWITCH CONTROL. a HALF SHADED OUTLET INDICATES CONNECTION TO EMERGENCY POWER ® RECESSEDISURFACE 2'X2'FLUORESCENT LUMINAIRE HALF SHADED OUTLET INDICATES CONNECTION TO EMERGENCY POWER 0 RECESSEDISURFACE 1 X4' FLUORESCENT LUMINAIRE HALF SHADED OUTLET INDICATES CONNECTION TO EMERGENCY POWER IZ� WALL MOUNTED FLUORESCENT LUMINAIRE HALF SHADED OUTLET INDICATES CONNECTION TO EMERGENCY POWER Iti1 STRIP LUMINAIRE HALF SHADED OUTLET INDICATES CONNECTION TO EMERGENCY POWER O RECESSEDISURFACE MOUNTED DOWNLIGHT a WALL MOUNTED LUMINAIRE 1 CEILING MOUNTED TRACK LIGHTING ® UNIVERSAL MOUNTED EXIT LIGHT. SINGLE AND DOUBLE FACED RESPECTIVELY. BIAOKENEDAREA REPRESENTS FACE. PROMDEWRHARROWSWNERESHOWN. PC PHOTOCELL TC TIMECLOCK LC LIGHTAGCONTACTOR S SINGLE POLE TOGGLE SWITCH, 2BA 27TV. By SINGLE POLE TOGGLE SWITCH, SUBSCRIPT INDICATES GROUP CONTROL. S3 DOUBLE -POLE. SINGLE THROW SWITCH So DIMMER SWITCH SM MOTOR RATED SWITCH, WITH THERMAL UNIT EYE MOTION DETECTOR SWITCH n MOTION DETECTOR WITH CORRIDOR LENSING FIRE ALARM ❑F FIRE ALARM PULL STATION Q COMBINATION AUDIBLE- VISIBLE FIRE ALARM INDICATOR F F FIRE ALARM PULL STATION WITH AUDISLENISUAL DEVICE ABOVE O VISUAL FIRE ALARM INDICATOR AGE FIRE ALARM CONTROL PANEL SD SMOKE DETECTOR SDD DUCT TYPE SMOKE DETECTOR 9E SMOKE DETECTOR, ELEVATOR RECALL ❑H HEAT DETECTOR FFS1 SPRINKLER FLOW SWITCH, CONNECTION ONLY FA4P FIRE ALARM ANNUNCIATOR PANEL ELECTRICAL PLANS SCOPE OF WORK: REVIEWED - POWER AND LIGHTING PLANS FOR A 2 SUN INGAME-51 DO DEPARTMENT STORY TIT OF AN EXISTING WAREHOUSE - BUILDING. I re ISTYLE - NEW 480Y/277V 800 AMP ELECTRIC SERVICE AND COMPLETE ELECTRICAL r. '�w`IF P FINAL onin �ry DISTRIBUTION SYSTEM. REVRWEDeFY LOT - NEW LIGHTING SYSTEM ALONG WITH THE CORRESPONDING ENERGY COMPLIANCE ® FORMS. NO PERSON SHALL ERECT (INCLUDING EXCAVATION AND GRADING), DEMOLISH, ALTER OR REPAIR ANY BUILDING OR STRUCTURE OTHER THAN BETWEEN THE FOLLOWING HOURS EXCEPT IN THE CASE OF URGENT NECESSITY IN THE INTEREST OF PUBLIC HEALTH AND SAFETY, AND THEN ONLY WITH PRIOR WRITTEN APPROVAL FROM THE BUILDING OFFICIAL, WHICH APPROVAL SHALL BE GRANTED FOR A PERIOD NOT TO EXCEED THREE DAYS. NO WORK ON SUNDAYS AND HOLIDAYS. HOLIDAYS ARE THE FIRST DAY OF JANUARY, THE THIRD MONDAY OF FEBRUARY, THE LAST MONDAY OF MAY, THE FOURTH DAY OF JULY, THE FIRST MONDAY OF SEPTEMBER, THE ELEVENTH DAY OF NOVEMBER, THE FOURTH THURSDAY IN NOVEMBER, OR A HOLIDAY. PROVIDE THE FOLLOWING ON THE PLANS PER CITY OF BURLINGAME MUNICIPAL G'4 PpfEmONY ' 8'�P� �C x o q� w EtSNt x oB.W31 `? c 1N1.2020 PI Name PUBLIC STORAGE PS PROJECT NO. CAXXXXX UNIT MIX VERSION: 02.14.2020 hqm ANras 1801 ADRIAN ROAD, BURLINGAME, CA 94010 Owner Public Storage, Inc 701 Western Avenue Glendale, CA 91201 NO. I REVISION DATE 90%PROGRESS$ 06.22.2020 CITYSUB A yll 1st PC Rereubmit[dl IOD5.2020 /_\ /� 2nd PC ReSubm1 11..2020 Ttal M men Name ELECTRICAL SYMBOLS AND FIXTURE SCHEDULE III MBr- Drawn by nw, O.eekee M: 1au MPRaInr Nu XXXXX THROUGH FRIDAY 8AM TO YS DAM TO E0.01 SPRINKLER SYSTEM (TYP.) USE WIRE GUARDS ON FIXTURES ONLY IF FIXTURE IS BELOW 8'-6" EXIT SIGN TO BE PENDANT MOOTED ON SWIVEL MOUNT IE - FOUR TUBE, SURFACE MNTD LED LIGHT FIXTURE @ 20' O.C. (USE TWO 4' FIXTURES END TO END FOR 8' FIXTURE). MOUNT TO BOTTOM FLUTE OF FLOOR OR ROOF DECK. HANG FIXTURE @ 9'1 W/CHAIN IF FLR. TO FOR, HT. EXCEEDS STORAGE UNIT MAINTAIN 8'-0" CLEAR BELOW ALL DUCTS, LIGHTS, PIPES & OTHER ITEMS WITHIN UNITS AND IN CORRIDOR in 4- CORRIDOR MOUNT UNIT EIGHT FIXTURE I AS SHOWN W/MOTION SENSOR• POINTED AT UNIT DOOR. COMPOSITE HER. DECK OR ROOFSTRUCTURE HVAC DUCT WHERE OCCURS. GAS PIPING, CONDENSATE, FIRE SPRINKLER SHALL BE RUN ABOVE UNITS ACROSS HALLWAYS, PERPENDICULAR WHEREVER POSSIBLE ­R NOTE WHERE DUCTWORK/VERTICAL UNITS EXCEED 48", SPRINKLERS LINES ShAILL BE SHOWN FOR PRO KIMITY SPACING STORAGE UNIT HORIZ. SEC MESH OCCURS. 2" X 2" 14 GA. WIRE SECURITY ME' FLUSH METAL CORRIDOR SYSTEM. ATTOP OF UNIT. VERIFY W/FIRE DEPT. IF MESH HT. AT LOWER FLOORS, THERE SHALL BE A MIN IMUM OF 6" COS. BETWEEN IS DETERMINED BY I8"SPRINKLER HEAD SEPERATION REQM'T. TOP OF PARTITION AND STRUCTURE ABOVE WHEN STRUCTURE IS PARALLEL WITH CORRIDOR. AT TOP FLOOR, MAX. Hi TO BE 91 BLANK CORRI DOR WALL PAN ELS NOTE: 1. A PRE -INSTALL (COORDINATION) SHALL BE CORRRUGATED MEETING IS REQUIRED TO BE HELD WITH FIRE SPRINKLER, ELECTRICAL & HVAC SLAB CORRIDOR PARTITON HT. TO BE TO COORDINATE UTILITY HEIGHTS PRIOR DETERMINED BY PARTITION TO ANY ROUGH IN WORK MANUFACTURER'S MOST COST- EFFECTIVE SYSTEM. RLUMINATED EXTESIGN TO BE MOUNTED TO CORRIDOR PARTITION W/ SOLID BACKING. L=F­ 3 WAY INTERSECTION PLAN SHALL BESWIVEL PENDANT MOUNTED TO PROVIDE UNBOSIRUCTED VIEW OUT NO LESS LOAN V-0"_\ [ 10 7, F 4 WAY INTERSECTION PLAN UNIT pO CORRIDOR SECTION NO INTERSECTION /ICE. REYI$IPN N a pPTE of To TYPICAL TYPICAL CORRIDOR @Q BEARING WALL 11 FFVISION McEA DATE of NSUANC£: TYPICAL EXIT SIGN PLACEMENT DETAIL a — — — %� 12-4-15 uLE E0.02 ® 12-04-15 n �E0.02� NOTES: ® 1. CONNECTTO12WORCUIT. SEEPIANSFOREXACTORCUN DESIGNATION. 2. COORDINATE ENACT LOCATION OF ALL DEUCES WITH THE ELEVATOR SHOP DRAWINGS. 1 Section E685. Shunt Trip Prohibited Where elevator Mistweys and/or elevator machlne rooms odmaming elevator control equipment are located within buildings equipped with automatic fire sprinklers, the following is required in lieu of a shunttdp: 1. The elevator machine mom shall be constructed with the minimum fire rating as the hoist Way. For non -rated runaways, the minimum rating shall be one hour throughout In accoMance with Seaton 707 of the California Building RECEPTACLE FOR F Codeforfire b arriea SUMP PUMP i� ELEVATOR PIT LIGHT MOUNT AT TOP OF LITHONIA OLVTWM 2, Fire sprinklers at the top of the hoi4way and inside the elevator machine room shall not be Installed. HOISTWAY(S). BEE LED 15 BE NOTES 3.i AND WIRE GUARD. 3. Means for elevator shutdown shall not be Installed. SEE NOTE 6.ED WALL MOUNT (TYP.OF 2) 4. WHERE HOISJWAY 15 NOT SPRINKLERED, DO NOT PROVIDE SMOKE OR HEAT DETECTORS IN PIT. SEE NOTES IN THE HOISTWAY. 5. LOCATEPIT LIGHT AND ATTOP ACCESS SWITCH AND CON ENIENCE RECEPTACLE ADIACENTTQ ACCESS DOOR LTOP FL000.112�TOTAL RECEPTS ANO IOI LIGHTS, (215WNCHES, 3,4 6. UGHTS SHALL NOT BE CONNECTED TO THE LOAD SIDE TERMINALS OF THE CONVENIENCE RECEPTACLE. NOTE? W Or 18 7, MOUNT CENTERED IN ELEVATOR MACHINE ROOM. Or MOUNT IN ELEVATOR LOBBY AT EACH LEVEL WITHIN I5'-0"OF DOOR. 9. THE SMOKE DETECTOREO LOCATED IN THE DESIGNATED ELEVATOR RECALL LOBBYPO NOTE SHALL AGNATE THE FIRST ELEVATOR CONTROL ORCUN. THE SMOKE DETECTORS IN 44"J NOTE 10 THE REMAINING ELEVATOR L03BIES SHALL ACTUATE THE SECOND ELEVATOR NOTE CONTROL CIRCUIT. THE SMOKE DETECTORS IN THE HOISTWAY(S) AND ELEVATOR MACHINE ROONI SHALL ACTUATE THE THIRD ELEVATOR CONTROL CIRCUIT, AND 10, WHERE A MACHINE ROOM IS LOCATED AT THE DESIGNATED LEVEL, THAT ELEVATOR MACHINE ROOM SMOKE DETECTOR SHALL ALSO ACTUATE THE FIRST ELEVATOR CONTROL CIRCUIT. PROVIDE FLUSH JUNCTION BOX FOR TWO-WAY COMMUNICATIONS BETWEEN EACH ELEVATOR LANDING. EXTERIOR DOOR WITH ELEVATOR LOBBY LOBBY ENTRANCE MAGNETIC HOLD OPEN REVISION pATE ELEVATOR PIT DETAIL EV15 PATE DOOR SECURITY DEAILS t1 OFISSUANCE'. a DFGewNCE: ®R 1204-15 SCALHNTs 0. 124-15 SCALE Fro it EO 02 HEAVY DUN RELAY WITH 24 VOC COIL & I -NORMALLY OPEN CONTACT RATED 10 AMP AT 120 VOLT MOUNT IN NEMA OR ENCLOSURE DIRECTLY OUTSIDE ELEVATOR ROOM & LABEL, TYPICAL OF 2 ONE EACH ELEVATOR ROOM TERMINAL BLOCKS, DO NOT SPLICE WIRE To 24NBC POW E SUPPLY IN FdLP- HEAVY -DUTY PNEUMATIC TIME DELAY RELAY WITH 120 VOLT COIL, 1-NORMALLY OPEN, & 2 NORMALLY CLOSEDCONTACTS. IIMEDELAVSHATILE ADJUS ABLE O-TO-20 MINUTESSETAT IO MINUTES. MOUNT IN NEMA 3R ENCLOSURE DIRECTLY OUTSIDE OF ELEVATOR EQUIPMENT ROOM AND LABEL ACCORDINGLY. NP. OF 2. AT EACH ELEVATOR. ELEV. T I ELEVATOR AND AT EACH ELEVATOR. 1. SMOKE DETECTOR SHALL, UPON ALARM, RE CALL ELEVATOR TO THE DESIGNATED FIRST FLOOR, AND LOCK OUTEIEVATOR VIAEIEVATOREQUIPMENT. HUTDETECTORSHALLBEFIXEDTYPEWOH135-FSETONG ANDIAHENINALARMCAUSFS FACE TO ACTIVATE RELAY RI, CLOSING CONTACT BLUE POWERING THE TIME DEIAYRELAYR2. R2STAR1S2MINUTE COUNTDOWN AND UPON TIMING OUT, DE -ENERGIZES SOLENOID VALVE ALLOWING WATER INTO SPRINKLER PIPING AND ACTIVATED 120 VOLT SHUNTTRIPTO ELEVATOR FEEDER BRIE KER WITHIN PANEL. ALL DISCONNECTS SERVING ELEVATOR MOTOR CONTROLLER AND ELEVATOR CAR UGHTS SHAD BE NEMA BE CONSTRUCTION WITH EMBOSSED CONDUIT HUBS. SUMP PUMP CORD & PLUG TO RECEPTACLE BY P.C. - —ELEVATOR SHAFT WALL — ELEVATOR SUMP PUMP CONTROLOALARM PANEL BY PC 4" SQUARE JUNCTION BOX. TO RECEPTACLE BY P.C. UNTERMINATED 120V CORD BY P.C. IUNCNONSOK 120V WIRING FROM CONTROL PANEL TO SUMP PUMP RECEPTACLE LOW VOLTAGE OIL SENSOR AND FLOAT SWITCH WIRING BY P,C. PURPOSE OIL LEVEL SENSOR & FLOAT SWITCH BY PC. SUMP PUMP BY P.C. ELEVATOR SUMP PUMP DETAIL s NUMBER FISSBANCE SCALE. NTS E0.02 ® 02-17-16 RECESSED ANCHOR WITH FASTENERS ZMOUNONG HEIGHT ASINOICATEO ON DWG. AIRCRAFTCABLE MOUNTING r5 sGlE:rv3 E0. REVIEW DEPAS NRENT BUPLINGAME h��„:„� r Der REVIEWEDRV_ -'�E 0R7 �O00202D Pi HIM, PUBLIC STORAGE PS PROJECT NO. CAXXXXX UNIT MIX VERSION: 02.14.2020 NGROAddere, 1801 ADRIAN ROAD, BURLINGAME, CA 94010 DwPublic Storage, Inc. 701 Western Avenue Glendale, CA 91201 NO, REVISION DATE /V 90%PROGPE55& 0622.2020 CITY SUBMETTAL zi Lst PC ReSubmittal 10.05.2020 Bad PC ReSubmlttal 11,04,2020 ADDENDUM 1030.20211 ywerwme ELECTRICAL DETAILS PmL Mgm On Drai co ch"I'd Bit bu EST Project No.yy�yy XXXX L ShIm No E0e02 PbUM, 201 O Efl N ATE OIS F SUANCE: ® 12-04-15 ELEVATOR RECALL CONTROL 14 NUMeex OFrs OFF riI NTs I E0.02 ® 1 12-04-15 NEW 480Y/277V, 65,000 MAIN SWITCHBOARD 'MSB' 3 PH, 4 WIRE 800 AMP SCCR MINIMUM RATING NEMA SIR CABINET 7 2 O 2 3 100 AMP 200 AMP / 175 AMP 1800A / 3P / 65K RIC �p 3 POLE l/ 65K AIC 3 POLE p 65K AIL �p 3 POLE 65K AIC NEW UTILITY TRANSFORMER & PAD 1-5. IPANELI (PANEL CONDUIT (NEW) H HVAC LATERALS (NEW) GLE E0.03-011 SCIALDNONEINEDIAGRAM TR GENERAL SERVICE NOTES 480208Y/120V 112.5 KVA AI 5.5% IMPEDANCE OS ALL GROUNDING WIRES TO BE RED COPPER. n O2 PROVIDE A NEW PERMANENTLY INSTALLED, USER ACCESSIBLE ADVANCED METERING INFRASTRUCTURE METER CAPABLE OF METERING ALL OF THE FOLLOWING, k3/0 AWG CU -INSTANTANIOUS kW DEMAND TO HST -HISTORICAL PEAK DEMAND (kW) - ABLE kWh -kWh PER RATE PERIOD (� MOUNT AT 48' TO ALL ACCESSIBLE CONTROLS THE CONTRACTOR IS TO PROVIDE A SYSTEM THAT INCLUDES THE HARDWARE, SOFTWARE, COMMUNICATIONS, CONSUMER ENERGY DISPLAYS AND CONTROLLERS, CUSTOMER ASSOCIATED 0.1X VD SYSTEMS, METER DATA MANAGEMENT SOFTWARE, AND SUPPLIER ELECTRICAL EQUIPMENT SHALL BE LISTED OR CERTIFIED BY ACITY RECOGNIZED ELECTRICAL TESTING LABORATORY OR APPROVED BY THE CITY DEPARTMENT. CONDUCTORS FOR BRANCH CIRCUITS SHALL BE SIZED TO PREVENT A VOLTAGE DROP EXCEEDING 3% AT THE FARTHEST OUTLET. THE MAXIMUM TOTAL VOLTAGE DROP ON BOTH FEEDERS AND BRANCH CIRCUITSTOTHE FARTHEST OUTLET DOES NOT EXCEED 5%. (CEC 130.5(C), (210.19(A) NOTE 4, 215,1 NOTE 2) CABLE TRAY -TYPICAL CABLE TRAY -TYPICAL GROUND BAR IN EACH TESIT ROOM 'O A*,BUIPMENT" C(:�ppppppq SERVICEDEQ�IPMENT GROUNDING /0 AWG DU TO BUILDING 2 HOLE COMPRESSIC LUG. TYPICAL TEEL IN I"EMT INSULATED#6 GN D. AWGCUO TRIC-3/OAWGCU LEE METAL DOMESTIC WATER RISERMR'5IEE �.. .. AND FIRE LINE AT ENTRANCE POINT TO BUILDING BUILDING LINE 0%MEBARREL 1"SCH 40 PVC COMPRESSIONW TO OUTSIDE OF BUILDING PVC SLEEV ROOF MMATMII OGYE EXOTIERMICWELD #3/0 AWG BARE COPPER REINFORCEMENT OR ROD NOT LESS THAN 1/2" DIAMETER, 20' MINIMUM EXOTHERMIC TYPICAL BELOW GRADE NOT LESS THAN 8 ATYPICAL -10'i LONG 3/4 R( CUD'GflOU NI NOT LESS THA ELECTRIC SERVICE GROUNDING E0.03-02 NOT N E0.03-04 USED. NOT UOI SE R (NEW) A (THVAC(D) 70 AMP 8 200 AMP 200 AMP 200 AMP `/� 3 POLE (/A LE 65KDLE A C `e 65KDA C `e 65K AIC `c 65R AIC 200 AS 200 AS 200 125 AF t25 AF 125 T-HVAC (U U.I.0 480208Y/120V fTTYI 45 KVA 5.5% IMPEDANCE 81 AWG CU TO MSB (MEW) SOLAR SPACE SOLAR SEA NEMA1 ENCLOSURE NEUTRAL BUS N AA G8 DC G INCOMING — FEEDER n GaOUN — MAIN BflFAKEfl TRANSIENT GPO U NO NEUTRAL TYPICAL 3 P01£ OREAKER, SEE PANEL PHASEA SCHEDULE PHASES PHASEC 1 1/4"NIPPLE GROUND BAR ANEL NOTES I. ALL WIRING SHALL BE 96 AWG. bl 2. AVOID SHARP BENDS IN WIPES. ALL WIRE IENGTH$$HALL NOT EXCEED D' (WHERE POSSIBIE)- 3.SEE SPDSPECIFICATION FOR EXAQnPE(H1,H2L1,L21 FOR LOCATION AS INDICATED ON THE POWER USED DIAGRAM. fl`,°nn`aE" DATE SPD CONNECTION DETAIL s N® 12-04-15 KALE. NIS E0.03 118" 42" 40" - Y 36" 36' .5" E0.03-05 ELECTRIC SERVICE ELEVATION UUI JIVG LLLC 11, AL LUAU �UMM. 11-1 1 1 1), Pr, VA Lf. E Li tz5o' z449 W F T I L[ 110 <. N 01, .. 1� 2.. ..� i1D1 c.+L R "1 1s ; F I L C tcn `:A. IJ ISL LL J J D 3.61'' VA EV-IlUe'NC 'JAC t6624 VA T_'TL HE F IGAfj 0, ;6H4 CRf A �3CY 77E tZ, 4W POWER FEEDER SCHEDULE FEEDER TAG CONDWTSIZE NO. OF CONDUCTORS CONDUCTOR SIZE NUMBER AND SIZE OF GROUNDING CONDUCTOR QFLC) 2" 4 96 1 #6 O2• 4 #1 1 #6 ONA[l 2" 3 #310 1 #6 (IW 2" 3 #310 1. 94 (R) 25ETS OF2112'"' 0 #310 2. 92 i HVA[ (Ll 1 1/2"" 3 #4 1 #4 HVOL UJ) 2"" 4 #210 1. #6 (ELEV) 2" 3 #3l0 1 #310 (EV) 2" 4 #2 1 #q pDSS U40'Y�r ec E16481 x O6.1U.21y tf u.iw zD2D Public S I nrnnp Project Name PUBLIC STORAGE PS PROJECT NO. CAXXXXX UNIT MIX VERSION: 02.14.2020 Pmre=t Aae,,, 1801 ADRIAN ROAD, BURLINGAME, CA 94010 Public Storage, Inc. 701 Western Avenue Glendale, CA 91201 NO, REVISION DATE ZES90%PROGRESS & 06222020 CITYSUBMITTAL 19 PC Re5Ubmltul 1005,2020 Intl PC ReSubmlttal 11.04.2020 A ADDENDUM 1 10.30.2020 Sheenarre ELECTRICAL DETAILS REViENNEU DEPARTMENT BURUNGAMp SLOIG _all f PES rvsvc_ OPff. -- LLLV I f\Il�/'L 7 RENEaEDBY DrPrIawn by IIFTAII q A, AP PIo1ml No. )=)(X ShIlt No E0.03 PANELBOARD SCHEDULE: H 3 PHASE WIRE VOLTAGE LL 48OV VOLTAGE ED: E!N MAIN DEVICE; MLO MOUNTING: SURFACE ENCLOSURE: NEMA 1 BRANCH DEVICES: CIRCUIT BREAKERS DEVICEFAMILY: BOLTON BUS RATING: 200A AVAILABLE FAULT OUN: 65,000, AILC. Kr, No. DESCRIPTION. LOCATION REMARKS LOAD M!A WIRE SIZE DEVICE P DEVICE WIRE 512E LOAD WA REMARKS DESCRIPTION/LOCATION - ca. No. AM 1 LSF FL fl .69 30 20 1 A 1 Z 0.658 - 2 3 ]ST FLO R -'69 10 20 1 0 1 20 0.32E T F ROOM UGIrtIN 4 5 LET FLOOR LIG I!:69 [ 0.2C0 - ELECTRICALMLGXTNG 6 J N '.'69 10 A l m 10 1.4E - BmmING ExrE 8 9 ZnJ FL G '!'69 10 20 1 B 20 0.000 - ARE 30 11 End FLOOR LI H 'A69 20 C 1 20 0.000 - SPARE 12 13 STAIRWELL G ': 22 10 2 A 1 20 0.000 - SPARE 14 15 2n FL '!'69 SO 2O 1 B 1 0.00E - 16 ll 2ntl FLOORILI' I!:69 20 1 C 1 20 1200 - SIGN IB 19 SPARE L100 0 A 1 20 1200 - SIGN I 20 21 .IIW B 1 20 1.20 SIGN ONLOIN 22 23 SPARE 20 1 C 20 ]]CO - SIGN BUROING NA E I 24 25 SPARE 1,no 20 1 A 1 2 1.20E - SIGN IGN GE 26 27 RE 11. o - B 1 2O 0000 2 29 SPARE 0 CEO - 20 1 C 20 0000 - 30 31 .TOO 20 1 Al- 0,00 - 32 33 11 (10a - B 1 20 0.00E - 34 35 . 00 - C 1 20 0.00E - 36 3J . 00 20 A 1 20. 0.00E - 38 39 L100 20 1 B 1 000E - 40 41 IL IW 20 C 1 2O ,11 JiL COMMENT: FLRIYRATEDPANELBOARO@65KAAIC I CONNECTED CHAD PER PHASE: UU MAY? no 16090 (Q 11514 WA TOTAL CONNECTED "A;49.796 DEMANDKVA: 62.245 HIGH PHASE AMPERAGE - 20.192 CIA 135/277V-91 AMPS DEMANDAMPS- JSAMPS PANELBOARD SCHEDULE: HVAC 3 PHASE WIRE VOLTAGE HE AGO VOLTAGE CG: 277 MAIN DEVICE: 200AMLO MOUNTING: SURFACE ENCLOSURE: NEMA1 BRANCHOEVICES: ORCUITBRFAKERS DEVICEFAMILY: BOLTON BUS RATING: 200A AVAILABLE FAULT DUTY: 65,000 A.I.C. CKT, No. DESCRIPTION (LOCATION REMARKS LOAD II WILL SIZE DEVICE P DEVICE WIRE 51ZE LOAD KVA I REMARKS DESCRIPTION LOCATION CKT. No. AVON F I H P MPS 1 3 5 CU-]p (HACfl CIRCUIT BREAKER) S471 ':471 SA71 4 4 4 25 3 A B C 3 25 6 6 6 5.4]3 - CU-2A(HACR CIRCUIT' BREAKER) 2 5.471 - 4 1 5471 - 6 J 9 11 N-18 IMAGE CIRCUIT BROADER) SABI 4 4 4 25 3 A B C 3 25 6 6 6 5A71 - CU-2B(HACR CIRCUIT BREAKER) 8 5471 5A71 - ]0 5.471 5.471 - 12 13 15 lI CU-IC(HACR CIRCUIT BREAKER) 5,471 4 4 4 35 3 A B C 3 35 6 6 6 5.471 - CUQC(HACR CIRCUIT BREAKER) 14 54J3 5.471 - 16 5.4]1 SAJ1 - 1B 19 21 73 CWELEV I(FACT CIRCUIT BREAKER) 3.267 4 4 20 3 A B 3 20 6 6 3.267 - CU£LEV 2 GACR CIRCUIT BREAKER) 20 3.26] 3d6] 22 336J C 3,267 24 25 27 29 B 6 28 30 31 33 35 - A B 2 34 36 3J 39 41 38 e 0 42 COMMENTS: FULLY BATED PANELBOARD A 65KA AIC CONNECTED LOAD PER PHASE: (A) 39,3E0 (B) 39,30 (Q 39.360 KVA TOTALCONNECTEDKVA:1L000 DEMANDKVA: 122.183 HIGH PHASEAMPERAGE- 39.360 COAL OUR XSA73/277V=147 AMPS DEMAND AMPS: 147 AMPS PANELBOARD SCHEDULE:'R' 3 PHASE WIRE VOLTAGE LL 208V VOLTAGE LG: 120V MAIN DEVICE: 400A MCB MOUNTING: SURFACE ENCLOSURE: NEMA1 BRANCHOEVICES: CIRCUITBREAKERS DEVICEFAMILY: BOLTON BUS RATING: 4WA AVAILABLE FAULT DUN: 22,000 AIC. KT, no, DESCRIPTION LOCATION REMARKS LOAD MCA WIRE SIZE DEVICE P DEVICE WIRE SIZE LOAD KVA REMARKS DESCRIPTION/LOCATION Ca. N0. AM MP 1 FLOOR AT RECEPTACLES 03W 30 20 1 1 A 1 2 0.50p - FACP W BREAKER LAC IL 2 3 _..._. FLOOR#1 RECEPTACLES - 036E 10 M R 1 20 12 0.180 - ._ ELEVATOR ROOM RECEPTACLE _ 4 5 RECEPTACLES - 0.360 10 20 20 20 1 1 1 C 1 20 SO 1.500 - ELEVATOR CAR 41-1 SHUNTTRIP 6 ] _FLOOR#1 _ FLOOR#1 RECEPTACLES - 0,360 10 A - 8 9 FLOOR#2 RECEPTACLES 0.360 10 B 1 20 10 1.50E - __. ELEVATOR CAR#1.2 SHUNTTRIP 10 11 FLOOR#2 RECEPTACLES 0.36E 10 20 1 C 12 13 FLUOR#2 RECEPTACLES 0360 10 20 1 p 1 20 10 1.SOO - _ _ EIF/ATORCAR#2-1 SHUNTTRIP 34 15 DOOR#2 RECEPTACLES 03W o 20 ] 0 16 17 FLUOR#3 RECEPTACLES 036E 10 20 1 C 1 20 10 15W - ELEVATORCARN2-2 SHUMTRIP 18 19 FLOOR#3 RECEPTACES 036E 10 20 1 A 20 21 FLOOR#3RECEPTAOfS 0.360 30 20 B 2D 1O 0.18E - ELEVATOR BE PIT RECEPT 22 23 _ RED R#3 RECEPTACLES 0360 10 20 _1 C 1 to 0.180 - _ ELEVATOR#2 PITRECEPT 24 25 SPARE 036E 10 20 _1_ 1 p 0.15E - ELEVATOR TI 26 27 _ SPARE - 0.360 0.360 10_ ID 20 20 1 1 B C 1 20 20 10 12 0.150 0 - - ELEVATOR 42 PIT LIGHTING TELEPHONE ONCE 29 _ SPARE 31 SPARE 0,00E 20 1 A 12 0.160 - CONVENIENCE RECEPTACLE 32 33 SPARE 0000 20 1. B 1 2 1500 - ELEVATOR CAR#3-1 SHUNTTRIP 34 35 _ SPARE 0.00E 2 C 36 38 37 39 SPARE O0W 20 1 A 20 10 1.50E - _ _ ELEVATOR CAR 932 SHUNTTRIP _ DOOR L OJ!EN 02W 30 20 1 B 40 41 DOOR HOLD OPEN 020E 10 20 1 C 1 20 10 BEEN - ELEVATOR 0 PIT RECEPTACLE 42 43 NETWORK EQUIPMENT 072E 8. 20 1 1 A 1 ZO 30 O.1N - ELEVATOR I FREIGHT 44 45 _ NETWORK EQUIPMENT 0Ro 8 20 B 1 ZO ED - SPARE 46 47 NETWORKEQUIPMENT 0720 8 20 1 ] 1 C 1 20 0.00E - _ SPARE 48 49 _ 51TE RECEPTACLE 018E 10 20 20 q 20 10 0.180 - _ ELEVATOR ROOM RECEPTACLE 50 51 _ SHUNT TRIP CONTROL - - 12 B O.RO - CONVENIENCE RECEPTACLE._ 52 53 FIRE ALARM PANEL LOCK ON DEVICE 0500 10 20 1 O.NO - - 54 55 LOBBY POWER (19) 0720 12 20 q 0 8 0.36E - _ CONVENIENCE RECEPTACLE 56 57 DOOR CONTROLS ILA) 05W 12 20 _1_ 1 B 2 6 BANE - WATER HEATER#1 58 59 LOBBY POWER (BASEMENT) OJ20 10 ML 1 - - - _ 61 BOBBY POWER 2nE)_ - 0.720 10 20 1 A 1 20 10 SN - _Us EQUIPMENT 62 63 IRRIGARON CONTROLLER - o.SW l0 20 1 B 20 10 5W _ LASE UIPMENT 465 IT#1 - 1.127 10 20 1.0 1 2 10 20 - _ JANITORS RECEPTACLE 66 67 LOBBY 1ST FLOOR_____. - 0.360 10 20 1 A 1 20 8 m - - HAND DRYER GRD FLOORI-.- _ HA_N_DDRYER I3RD FLOOR 68 70 69 __ LOBBY 1ST FLOOR 0.360 10 2_0 1 B 1 20 8 R - - - - _ GATE - 0900 10 30 1 C 1 0 10 00 - _ .. -.JS AUTO SLIDER J2 J4 J3 RESTROOMS 1ST FLOOR - 0300 10 20 1 A 1 2➢ -- - ELEVATOR CONTROLS 75 RESTROOMS 0.300 10 20 1 BSHUNTTRIP Jfi 77 SPACE 1.A40 10W 30 8 20 20 1 1 C A B 1 - 1 20 - 2 10 -- 500 50E - - - ___ AUTO SUOER _ SPACE _ _ UGHRNG CONTROL PANEL ROOF RECEPTACL 78J9 80 81 SHOWWINDOW HAND DRYER 82 C 1 20 10 36E 8485 8] SXOWWINDOW SHOWWINDOW 1.44E 10 20 1 q 0 10 J20 - COUNTER RECEPTACLE COUNTER RECEPTACLE BETS - 14W 10 20 1 B 1 2 10 20 - 88 89 WATER HEATER If23ROFmOR 1.50E 6 40 2 1 20 1 20 - mUNTER RECEPTACLE 90 91 1500 6 A 1 20 20E - MONITOR RECEPTACLE LEN 92 93 SPARE - - 20 _ 1 B J20 REAq COUNTER RECEPTACLE 94 95 FIREALARMPANEL RISERRM LODEVICE 0.511E 10 20 1 C 1 20 10 J20 RGOU1 MONIER RECEPTACL£ 969] 99 IOBBYPOWER list) DOOR CONTROLS(11� O720 12 20 1 1 A 1 10 N ___ NETWORK RECEPTACLE 98 DSW 12 20 B 1 20 1 60 - NETWORK RECEPTACLE 1W101 SPACE - - C 2O 10 36E - NEFIN RECEPTACLE 103 104 106 103 105 EV CHARGER#] ---- 3328 6 40 2 A 20 10 60 - NETWORK RECEPTACLE 3328 6 - 8 1 20 18E - _ MONTOR RECEPTACLE 107 EV CHARGER#2 3,328 6 4O 2 C 1 2O 00 - LOUNGEAPPLIANCE-_., _ 108 109 -- 3.328 3.328 6 6 -- 40 - 2 A B 1 20 20 B 8 50E 50E LOUNGEAPPIANCE ___,.,_ LOUNGE APPLIANCE 130 112 111 EV CHARGER#3 113 ----- - 3328 6 -- - C 1 8 SBE LOUNGE APPLIANCE 114 115 EV CHgftGEfl p4 3.328 3.328 6 6 40 2 A B 1 20 20 l0 10 30 3N - - LOUNGE LEGER LOUNGEOESLRECEPTACE ]18 117 ER#5 3328 6 40 2 C 2 6 28 - _ EVCHARGERW 120 121 3.329 338 6 6 - 40 - 2 p B 2 40 fi 28 28 - - EV CHARGER M9 122 124 123 125 EV CHARGER p6 6 C 6 3. 3 -_ II6 COMMENTS: CONNECTED LOAD PER PHASE: (A) 21.100 a 23.860 IQ 25.747 CIA TOTAL CONNECTED EVA: 70,707 DEMANDKVA: 70.707 HIGH PHASEAMPERAGE 25.747 KVA+025K60W/120V=227AMPS DEMAND AMMA96 PAE ELBOARD SCHEDULE:'HVAC H)3 PHASE WIRE VOLTAGE UL 208V VOLTAGE US: 120V MAN BIY DEVICE: 150A MCB MOUNTING. SURFACE ENCLOSURE: NEMA1 NCHDEVICES: CIRCUITBREAKERS '', DEVICEFAMILY: BOLTON BUS RATING. 200A AVAILABLE FAULT DUTY: 10,000 AIC. na, No. DE RIPTION LOCATION REMARKS LOAD WA WIRE SIZE OEVICf P DEVICES WIRE SIZE LOAD KVA REMARKS DESCRIPTION LOCATION CKr, No. P H 1 Ai #1-1 HACR CIRCUIFBREABER -i I 1.050 15 2 _ A 2 1.05E - AHU#2-1 ERROR CIRCUNBRFAKE0.1 2 3 105E R 1.05E - 4 5 AHDa1-2 HACRCIRNRBREAKER 1.050 15 2 C 2 115 105E - AxU 1R-2 HACR CIRNnBaFAKER 6 J --- 1050 _ 15 q _ 1.050 9 AILLI#1-3(HACRCIRCUn BREAKER 1050 2 B 2 1,050 - AND RX3 HACR CIRCUn BREAKER 30 11 3.05E C 105E - 13 _ AHLI#14 LHACR CIRCUIT BREAKERI _ -" - 1.050 105E - - _15 - 2 _-- q B I15 - 1.050 1.050 - _ AHU#24HHLA CIRCUIT BREAKERI _ _ 14 16 15 ---- 17 __ C 2 15 - 0.936 - _ ABU-ELEV I(HACR CIRCUIT BREAKER 19 21 23 25 --_ - -- -_ A - - - 0.936 - __ _ _ B 15 0936 - _- BRUTE" 2 IHACR CIRCOR BREAKERI_ 22 C 0.936 - _ 24 A 27 29 31 _ -. _ _ _. B _ _ _ _ __� C __ _ _ _.. 0 A 33 _ B _ --- 35 -.. - C 38 37 39 -. _. _. -. - _ A _.._ B 40 41 _ _. c 42 COMMENTS: CONNECIEDLOADPERPHASE:IA) B.li2 (B) 7236 IC) 7.236 WA TOTAL CONNECTED KW: 22,1 DEMANDKVA: 23.169 HIGH PHASE AMPERAGE- 8.172 RVA+ 0.25 X 2.100 / 120V = 73 AMPS DEMAND AMPSx-0AMPS FIRE ALARM SYSTEM MATRIX I BUILDING SYSTEM OUTPUTS I CENTRAL COMM 1. FACP SHALL HAVE A MINIMUM 24HR. BATTERY BACKUP. 2. FACP SHALL BE FULLY ANALOG ADDRESSABLE. 1 FACP SHALL BE CONNECTED TO A UL APPROVED CENTRAL STATION. 4. ZONE PER HERB R AND MANUFACU RER'S RECOMMENDATIONS WITH NO ONE ZONE EXCEEDING 15,000 S.F. PER FLOOR, 5. COORDINATE QUANTITY ADD LOCATIONS OF DEVICES WITH CONTRACT DRAWINGS. 6. LOCATE SMOKE DETECTOR WITHIN 5' OF THE MAGNETIC HOLD OPEN DOORS. PNPICAQ 7. LOCATE FIRE ALARM PULL STARON WRHIN 5' OF THE BIT DOOR: 8 DECLARE SMOKE/HEAT DEFECTOR WNHIN 5' OF THE FA EQUIPMENT FACE, FATC). 9 LOCATION OF CEILING MOUNFEDSMOKE/NEAT DETECTOR SHALL BE FIELD COORDINATED PRIOR TO ROUGH IN. THE DEFECTOR SHALL BE A MINIMUM OF T AWAY FROM LIGHT FIXTURE AREA MINIMUM OF 3' AWAY FROM AIR DISTRIBUTION DEVICES 10. AUTOMATIC DOOR CLOSING SHALL BE ACCOMPLISHED BY THE ACTIVATION OF THE LOCAL SMOKE DETECTORS AT THAT DOOR. SMOKE DETECTOR ACTIVATION SHALL ALERT THE DRILLING FIRE ALARM SYSTEM, THE FIRE ALARM SYSTEM SHALL CAUSE ALL HOLD OPEN DOORS TO CLOSE UPON ALARM ACTIVATION IN THE BUILDING. 11. A(TUVARON OF AN ALARM ZONE SHALL CAUSE ALL AIR HANDUNG EQUIPMENT TO SHUT DOWN (ALL DAMPERS, AIR HANDLERS AND EXHAUST FANS MUST STOP). 12. ACTIVATION OF KITCHEN HOOD SUPPRESSION SYSTEM PROVIDES SIGNAL TO FACP WHICH IN TURN ACTIVATES ALL ANNUNCIATING ZONES & CUTS OFF AM SUPPLY AIR. 13. ELECTRICAL COMRAQOR SHALL COORDINATE EXACT LOCATIONS OF ALL ROW, PRERURE, & TAMPER SWITCHES WITH FIRE PROTECTION CONTRACTOR PRIOR TO INSTALLARON. 14. ALL VISUAL DEVICES WITHIN THE SAME AREA SMALL BE SYNCHRONIZED. Ir SHALL SE ATHREE BEATTEMPORAL PATTERN. 15, ALL FIRE ALARM WIRING SHALL BE IN CONDUIT. EC r0 PROVIDE DEDICATED CONDUIT FOR FIREAIARM. 16. PROVIDE MULTI -TEMPORAL SOUNDING CAPABILITY AT ALL AUDIO DEVICES FOR EMERGENCY NOTIFICATION. 12. THE FIRE ALARM SYSTEM MANUFACTURER SHALL PROVIDE NOTIFICATION APPLIANCE CIRCUIT (NAC) POWER EXTENDERS AS REQUIRED. 18. THE DUCT SMOKE DETECTORS SHALL COMPLY WITH IM 907.12. 19. FINE CIRCUIT FEEDING THE FIRE ALARM PANEL 15 DEDICATED MR THE FIRE ALARM ONLY. 20. PROVIDE REMOTE LIGHT FOR DUCT SMOKE DETECTOR ON CEILING WHERE UNIT IS MOW CEILING. 2L CONTRACTOR SHALL INCLUDE IN BID LABOR TO RE -LOCATE UP TO DEVICES UP TO BUY FROM EXIDTING LOCATION, 22. CONTRACTOR SHALL INCLUDE IN BID LABOR AND MATERIAL FOR UPTO (2) DUCT DETECTORS. (5) ANNUNCIATION DEVICES (2) SMOKE DETECTORS AND (2) PULL STATIONS 100' FROM LOCAL. NUMBER AOANCE A i 12-04-15 OF FIRE PROTECTION SYSTEM PAST INDICATOR VALVE F (SEE CMLPIANS)t HOTBOX me P FACE SNAC FATCROOSEEP NOTE 17 AUTO DIALER CONNECTION. FIRE PUMP INTERLOCK MU SHUTDOWN RELAY FIRE RISER KALE. PUTS 1 1st FLOOR ELEVATOR ROOM Ist ROOM ELECTRICAL/FIRE RISER ROOMS BUILDING IXIFRIDR UGRINC SIIE WORSE SITE SIGNACE BUILDING SIGNACE BL'IIDMG SONAGE &RIDING SIGNAGE LIGHTING CONTROL DIAGRAM WATTSTOPPER LEE PROVIDE ROOF MOUNTED LIGHT SENSOR AND ALL OTHER REQUIRED DEVICES FOR A COMPLETE CONTROL PANEL. GROUP SHE LTG''WLF-I 1 6 POLE CONTACTOR AND ALL SIGNAGE WHH 1 9 POLE CONTACTOR) REVIEWED 3DRDNGAME BLD! DIDAR'N4SIT o'mmD11 ,. DTL_ REVIEWED BY Public Storage PmRc NI PUBLIC STORAGE PS PROJECT NO. CAXXXXX UNIT MIX VERSION: 02.14.2020 1 AmIea A48r... 1801 ADRIAN ROAD, BURLINGAME, CA 94010 Owner Public Storage, Inc 701 Western Avenue Glendale, CA 91201 NO. REVISION DATE 90%PROGRE55® 06.22.2020 " CIN SRB Al15[PC ReSobm tta1 10.05.2020 L\2ntl PCReSubmU:RI 11.04.2020 GORE Name I POWER AND FIRE RISERS AND PANEL SCHEDULES Pal Mp: Mau Dow,W Mau UehN6y: Mau GO PmeCt NO. VV X XX E0e04 I j � II I j ' I,I 1-5"CONDUIT(NEW, VERIFY SIZE& QUANTITY) PRIMARY 1)-- j INSTALL PER PG&E SPECIFICATIONS — — y' UTILIW PAD MOUNTED TRANSFORMER / PROVIDE ALL SUB STPLANS FOR REFER COMPLETE THE `-" f L---EItlIL AIRO DRV UTILITY PLANS FOR COMPLETE _ _ "' _ INFORMATION. - - I - L- DUCTS NEW VERIFY SIZE80UANINSTALL PER PG&E�PSGkFH'A�� �' - - TELEPHO A4`ApSECbNDARV I SERVICE - _-� _ , O S G,a If -_ 2 #10, 1 #10 GND ° j -------" © 3/4"CONLEFT ° -10 IRRIGATION G i - G, I_ - _ - CONTROLLER — (VERIFY LOCATIO H� PRIOR TO G8 3#101#10GNOIED THROUGHOUT 4s qp ROUGH -IN) CO CIRCUIT! g FEZ 3 RUN RUNDUITI F9p LOW VOLTAGE WIRING BACKBOARD n� . PROVIDE 2 - 3/4" X 4' X 8' PLYWOOD G BACKBOARDS 1 ,ELECTRIC ARV E METER/MAIN 11480Y/D 3 4WIRE, 800 AMP VICE'I EV1-R-1 Ba,m5 3#4,1#s GND '165.000 AIC Full Y RATED NEMA 3R CABINET. py '112"CONDUIT ,V IEV2-R-107,109 31114,1#6GND 11 I 112"CONDUIT BUILDING CC1 e' EV3-R-NDUI3 3#4,1#6 GND J IT, UNDERGROUND, TO BE ROUTED BETWEEN THE NEW 14 1 12" CONDUIT ---_---- TRANSITION 1111C CONDUIT 3#4,1#6 GND 1-3DINGC GB MMUNICAOVI BACKBOARD 6" THE EXISTING IOBUILDING EV5-CONDUIT ERANSIION POINT PROVIDE IB"X16"X6"NEMA3RJUNCTION BOXES AT EV6-R-119,12E 3#4,1#6SHE POINTS gC � 1 #6 GIRD 1 112" R-CONDUIT 3 #41#6 GND r 112"CONDUIT , E✓✓✓ EVIE R124,126 31/41 a GND G 11/2"CONDUIT u 1 8 1" DUCT HOMERUN TO T - �_- 1 KEY m T PHONE G95 TRBEF HOMEBOCESS ARD OR Tie .�. I 1° VAN e m `. ..,e __-��._.�T_e E 3 E\\VNI E4C5 E145 EVES EWS ® I EV 751 EVEVCS LAOS EVC$ 1"C 2#8, 1#6GND ___ ____ ._ 11 Ol WP @J PROVIDEACHRISTVU ERG ND JUNCTION _-_— — SOX WITW A LID TO CONTAIN THE RI F9Lt€ _ STD a —� 7 N � T RE L i d 4 I l !ill—___--'­d I r THE NEW SITE LIGHTING CONSISTS OF FULL CUT-OFF, FIAT LENSED LIGHT FIXTURE THAT WILL NOT ALLOW LIGHT BEYOND THE HORIZONTAL PLANE OF THE BOTTOM OF THE LIGHT FIXTURE. KEYED NOTES: O THE NEW UTILITY VAULT MOUNTED TRANSFORMER AND ALL ASSOCIATED UNDERGROUND SUB -STRUCTURES ARE TO BE PROVIDED AND INSTALLED BY THE ELECTRICAL CONTRACTOR IN ORDER TO MEET ALL LADWP UTILITY SERVICE REQUIREMENTS FOR UNDERGROUND SERVICE TO COMMERCIAL FACILITIES. REFER TO LADW P DRAWINGS AND INSTALLATION MANUALS. O TH E TELEPHONE SERVICE UNDERG ROUND SU B-STRUCTU RES ARE TO BE PROVIDED AND I NSTALLED BY THE ELECTRICAL CONTRACTOR IN ORDER TO MEET ALL TELEPHONE SERVICE PROVIDER UTILITY SERVICE REQUIREMENTS FOR UNDERGROUND SERVICE TO COMMERCIAL FACILITIES. O3 PROVIDE A MOTOR RATED DISCONNECT SWITCH AND ALL REQUIRED WIRING FOR EACH OF THE GATE MOTORS. PROVIDE ALL LOW VOLTAGE CONDUIT FOR ALL LOW VOLTAGE WIRING ACCESS REQUIRED FOR A COMPLETE AND OPERATIONAL GATE BUI l9`J9T III ;e7gna:aa�.on1 A. ELECTRICAL CONTRACTOR SHALL EXERCISE EXTREME DANCING IN EXCAVATING AND TRENCHING ON THIS SITE TO AVOID EXISTING CONDWtt, PIPING AND DUBS, ETC. AND TO PREVENT HAZARD TO PERSONNEL AND DAMAGE TO EXISTING UNDERGROUND UTILITIES OR STRUCTURES. THE ENGINEER IS NOT RESPONSIBLE FOR THE LOCATION OF UNDERGROUND UTLLmES OR STRUCTURES WHETHER OR NOT SHOWN OR DETAIEDAND UNSPECIFIED BYTHISOR MY OTHER CONTRACTS. THE CONTRACTOR SHALL IMMEMTELYNMHNEMNMUWWCHUNIOENIIFIEDWNDMONSBEIXK MTESE DRAWINGSAND SPEOFICIPPONS DO NOT INCLUDE N INERCRY COMPONENTS FOR CONSTRUCTION SAFETY. BE MATERIALSFORMS OR TYPES OF CONSTRUCTION IN CLU DED INPTH SE PEED FI@POLL' NS SMALLMEET OREXCEED THE CLUB BEMENT$ OF TH E CALIFORNIA EUMTR CAL CODE ICECL AMENO N NATIONAL STAN DARE lRE(ANSI), I N FUTURE OF E LECTRI CAL AN D ELECTRON I CS E NG I NEE BS I I SO) AN D NATIONAL E LECTRICAL MANU FARU B I NG ASSOCIATE] ON III MAT, ISSUED RNIA ADM I N ISRATIVE CODE TITLE 24, C. MATEMNALS AN D EQUIPMENT SHALL BE LISTED AND APPROVED BY A NATIONALLY REFUND ROD INDEE WENT TESNNG LABORATORY AS CON FORMING TO THEIR STANDARDS. D. WIRE, CABLES AND INSUTANOIS SHNI CONFORM TO NFAH AND CRC STANDARDS AN A FIEATIONS. CONTRACTOR IS TO USE NEW COPPER WIRE AND DENVER TO THE IMPACTS NOUBSORMIGO.S. EACAMIILSREELSHALLHAVEAUBOWIPIME MANUFACTURERS NAME, TRADE NAME OF THE WIRE SIZE OF WIRE, AND UL LABEL. E. ALL WIRE SHALL BE COPPER. F. ALLCONDUOORSSHALLBENPETHHN/THWN. G. ALL CONDUITS SHALL BE BUMEDTO A MINIMUM DEPTH OF 24" BELLOW FINISHED PARKING LOTSURFACEMOSHAUDESPEOFIEDZSSCHEDUE40PVCFORBEWWGBADE. H. THE CUMICOLCON OR AULL PROVIDE AND INSFAII REQUIRED FIRE ALARM SYSTEM SCHEDUE40PVCMONRORINGACh MNDUITS,FROMMEBUIWNGPNDOWTOAWMD4 DMaS TOMMONNORED. PROVIDE I- CONWRFROMALLFIREMONROWNG DEVICES, PAYS, MAW PBFIENDON DEVICES, AND ANY OTHER FIRE ALARM DEVICE THAT REQUIRES MONITORING. REFER TO THE FIRE ALARM PUN AND CIVIL UTILITY PUN FOR FIRE ALARM DEVICE LOCATIONS ON$ITE, I. BEFORE ORDERING MATERIALS OR DOING ANY WORK, THE CONTRACTORS AND SUBCONTRACTORS SHALL VERIFY ALL MEASUREMENTS TO PROPERLY SIM OR FIT THE WORK. NO FMRA CHARGES OR COMPENSATION WILL BE ALLOWED BY THE OWNER RESULTING FROM THE CONTRACTORS OR WBCOMPPROW FNLURE TO COMPLY WRHTHRREQUIREMENT- {2 ME0V EpARTMENT BURLINGA, 3F_31Ov, HPAGE __ _ ,4,CAWEO BY--^. PI Neme 4 PUBLIC STORAGE PS PROJECT NO. CAXXXXX UNITMIXVERSION: 02.14.2020 Prolea AGuren 1801 ADRIAN ROAD, BURLINGAME, CA 94010 Public Storage, Inc. 701 Western Avenue Glendale, CA 91201 NO. 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CAXXXXX UNIT MIX VERSION: 02.14.2020 Prolev<Amres: 1801 ADRIAN ROAD, BURLINGAME, CA 94010 Owner Public Storage, Inc 701 Western Avenue Glendale, CA 91201 NO. REVISION DATE Q90% PROGRESS & CC`YSUBMH7AL 06.22.2020 Q1st PC ReSubmttal 10.05.2020 2nd. PC ReSubmttal lm C4.2020 ADDENDUM B 10302020 Maxwell BUILDING 2nd FLOOR CONDUIT ProM11a: Drawn by: k,, Cheated try k,. Or Project No. XXXXXyyy Shew No. E3a02 Plot Date'. 11 5x5 10,5 1Ox5 10 5x5 - 10 1OXIO 10 A H-6-PROVIDE A 2—HOUR 3 #12, 1 /12 GRID OVERRIDE SWTCH AND 1/2' EMT CONDUIT a--, WIRING TO THE LIGHTING CONTROL PANEL. F F r___ PANEL #12 i II 5x5 5 \ ELEc AE,6 `UGRRNG CONTROL OO PANEL (LCP) kn S II❑ ❑ III' III'lll' rT _= � ==z(D_____ _ I DJI III ill IIIII 5x1�0 iil! "' III HI ------------------ Y hj di =01 ELECTRICAL ROOM LIGHTING E4.0 1 j ®_ ------------- I II I 10x15 t II Ii It 10 10x20 -- IIII III I III 9I:13 3 #10'1 MID ONE -07 DAS / IRE RISEER ROOM LIGHTING E4.01 E4.01-03 LOBBY #1 & SUPPORT ROOMS LIGHTING SCALE: 1 /4" = 1'—O" E4.01-OZ FIRE RISER ROOM LIGHTING SCALE: 1/4" = 1'—O" KEYED NOTES: 0 PROVIDE ALL REQUIRED LIGHTING CONTROL SYSTEM(LOS) DEVICES AND LCS LOW VOLTAGE CONTROL WRING. PROVIDE AN FLIGHT DIMMER SWITCH FOR EACH LIGHTING ZONE TO BE CONTROLLED. PROVIDE ALL REQUIRED CATOl CABLE WITH RJ45 CONNECTORS FROM THE LIGHTING CONTROL PANEL OUT TO THE DIMMERS AND THEN M6 AWG TWISTED PAIR FROM DIMMER TO ALL FIXTURES IN A DAISY CHAIN CONNECTION FOR DIMMING CONTROL OF EACH SPECIFIED DIMMING ZONE. O2 PROVIDE 24 HOUR HOT CONNECTIONS TO EACH EMERGENCY LIGHT FIXTURE. NORMALPOWERTOEACHFIXTURE WITH THE O 10V DIMMING SYSTEM CONTROLLING THE MANUAL/ AUTOMATIC OPERATION OF EACH LIGHT FIXTURE. THE 24 HE UNSWITCHED POWER TO CONTINUOUSLY CHARGE THE 00 MINUTE BATTERY BACK-UP SYSTEM. PROVIDE24HR UNSWITCHED POWFATO EACH EXIT SIGN. GENERAL NOTES: A RECEPTACLE/DATA OUTLET. BOX MOUNTING HEIGHT SHALL BE 18- A.F.F. UNLESS NOTED OTHERWISE. SWITCH HEIGHT SHALL BE 46" TO CENTER LINE OF DEVICE. B. ALL DIMENSIONS TO THE CENTER UNE OF THE BOX AND AT ABOVE FINISHED FLOOR. C. ALL INTERIOR LIGHTING CONDUCTORS ARE TO BE #10 AWG IN 3/4- EMT CONDUIT MINIMUM. D. PROVIDE FIRE SEALING AROUND ALL PENETRATIONS OF FIRE RATED ASSEMBLIES. E. ALL INTERIOR POWER CONDUCTORS PRE TO BE #10 AWG IN 3/4- EMT CONDUIT MINIMUM. 1 #10 GND IT CONDUIT ' ELEVATOR C,44 PIT LIGHTING ELEV 3 � I ST121 EMIR 2 A 2LLHOI — H=4 3 #10. 1 1/2' EMT AE,2 AE,2 i 2 2 /12 #12 AE,2 LOBBY 2 E,2 2 2 #12 J12 F,2 (D— — — H-2. '3 #10, 1 #10 San i1/2" EMT CONDUIT LOBBY #2 & SUDPPORT ROOMS LIGHTING E4.01-04 c REVII ARRNIVA. BURUNGAMm,BL G DO II DATE _ PEVIFWEO BY. PrIPE Nome PUBLIC STORAGE PS PROJECT NO. CAXXXXX UNIT MIX VERSION: 02.14.2020 Project Poorest 1801 ADRIAN ROAD, BURLINGAME, CA 94010 Owner Public Storage, Inc. .701 Western Avenue Glendale, CA 91201 NO. 0.ENSION GATE N 9G%PROGRE55& 06222@G L� BMITTAL C,'. lsf PC ResubmLLtal 10 os 2@0 /� 12ntl P<Resubm¢tal S1.Oa.2020 /-\I AODENOUMB 30302020 snttn Home LIGHTING ENLARGED ELECTRICAL PLANS Prot MZ Dawn BC eau Chatkea by: k,, MF`vrnlm No, xxxxx snttlno E4.01 Plot Dole's 2@LL11L4 R-65 2 #12, 1 #12 GND 1/2• CONDUIT PROVIDE A LINE VOLTAGE T-STAY, MAKE ON TEMP RISE. COORDINATE THE EXACT LOCATION PRIOR TO ROUGH -IN. H4 2 #12, 1 #12 ONG 32 MSB iCP1/2 CONDUIT I 5 5x5 ELEC _ QW VOLTAGE WIR G R-W.32 / _. - _. 4 #12. 1 #12 GND 1/2• CONDUFT LLLLIIII PANE R PANE XFMR XFMR I5x5 HVAC(L) � 5x10 ;III 5x5 5x10 11 5x5 7 ELECTRICAL ROOM POWER E4.,02=0 5x10 5x5 GFCI't I 64 ♦5x5 I• 4B• it 34 0. J1,14- ON #110 GND J' I.,,'I 5x5 1Ox15 FIRE (QiYs=9 52"Z2-53 -.. 53 z/'1106I ELECTRICAL Do S &.FIRE RISER POWER E4.02-02 5 GENERAL NOTES A. RECEPTACLE/DATA OUTLET BOX MOUNTING HEIGHT SHALL BE 1S• A.F.F. UNLESS NOTED OTHERWISE. SWITCH HEIGHT SHALL BE 46' TO CENTER LINE OF DEVICE. B. ALL DIMENSIONS TO THE CENTER LINE OF THE BOX AND AT ABWE FINISHED FLOOR. C. ALL INTERIOR UGHTING CONDUCTORS ARE TO BE #10 AWG IN 3/4" EMT CONDUIT MINIMUM. D. PROVIDE FIRE SEALING AROUND ALL PENETRATIONS OF FIRE RATED ASSEMBUES. E. ALL INTERIOR POWER CONDUCTORS ARE TO BE #12 AWG IN 1/2• EMT CONDUIT MINIMUM. KEYED NOTES: O PROVIDE A 2-POLE 60 AMP DISCONNECT SWITCH FOR THE ELECTRIC WATER HEATER. ALL WIRING SHALL BE CONTAINED IN SEAL-TITE CONDUIT ANDALL CEVICESAND JUNCTION BOXES SHALL BE WEATHER-PROOF. 2O PROVIDE 24' CONDUIT TO BE ROUTED UNDERGROUND TO THE NEW TELEPHONE SERVICE UTILITY MPOE LOCATED IN THE NEW BUILDING MAIN ELECTRICAL ROOM ROUTED FROM THE SRE TELEPHONE UOLRY DEMARCATION POINT SHEET NOTES: O1 PROVIDE2410.1#10GND. CONNECT TO SHUNT -TRIP CIRCUIT BREAKERS LOCATED IN MOP ROUTED THROUGH SMOKE AND HEAT DETECTOR O2 CONNEOTTOTHESWTOHEDCIRCURASINDIC MD. CONNECTALL EMERGENCY AND EXIT LIGHT FIXTURESTO THE 24 HOUR NON -SWITCHED LIGHTING CIRCUIT INDICATED. O3 ELEVATORIll.il 8#3 CABUGHTSANDCABHVAC. 2 DEDICATED CIRCUITS PER ELEVATOR CIRCUIT AND CONNECT PER ELEVATOR CONTRACTOR. PROVIDE A FUSIBLE DISCONNECT FOR EACH CAB LIGHT CIRCUIT AND EACH CAB HVAC CIRCUIT. ® 1' CONTINUOUS TO THE TELEPHONE TERMINAL BACKBOARD FOR ELEVATOR CAB TELEPHONE AND INTERCOM. O5 PROVIDE ALL ELEVATOR DISCONNECT SWITCHES COMPLETE. (D ELEVATOR PIT LIGHTS, SWITCH, AND WE I GFCI RECEPTACLE. O ELEVATOR #1 MSB-5, 3 #3/0, 1 #3/0 GND, 2• CONDUIT ELEVATOR #2 MSB-8, 3 #3/0, 1 #3/0 GND. 2• CONDUIT ELEVATOR #3 MSS-7, 3 #3/0, 1 #3/0 GND, 2- CONDUIT O ELEVATORCAR#1-R-6,10 4 #10, 1 #10 ONE 3/4• CONDUIT ELEVATOR CAR42-R-14,18 4 #10, 1 #10 GNO 3/4- CONDUIT ELEVATORGAR#3-R-34,38 4 #10, 1 #10 GND 3/4` CONDUIT 5x5 1Ox15 5x5 5x5 ELECTRICAL LOBBY #1 & SUPPORT ROOMS POWER E4.OZ'O13 IN 10x15 1Ox20 I5x10 ELEV 3 1 #10I GND R-78 EPAR 2 #10, j #10 ONE, INOU1-32 /4" EA�, CONDUIT _ _—' 4^f )' 30 Al - , 15 AF ~�� 175 200 LOBBY 2 ,'I 5x5 ELECTRICAL. (LOBBY #2 & SUPPORT ROOMS POWER E4.02-04 YNrtsvq� d �0 0R E151B1 06.b31 F Ci SS.pC.2020 Public Sfnrnnp- P ll+N111 PUBLIC STORAGE PS PROJECT NO. CAXXXXX UNIT MIX VERSION: RnI 1801 ADRIAN ROAD, BURLINGAME, CA 94010 0wPublic Storage, Inc. 701 Western Avenue Glendale, CA 91201 NO, REVISION DATE 90%PROGRESS& 06.22.2020 CITYSUSMITTAL L,I 1st PC RaSUSmI[tal SO.O5.2020 All 2n&VDMBB01M0WI 11.90.2020 S.,N Nwe II ENLARGED I ELECTRICAL POWER PLANS Nn Oniw,W 0, DF ,.I.a No, xxxxx BUILDING ENLARGED LOBBY POWER PLANS ( 2 suss-v<'=ry E4. �Ilt NM ,I E4.02 Nm RaR C SCATEWCOURMINA Electrical Power Distribution aupanch GMERAL INFORMAnm 0: Project Location Faty) IBURLINGAME 02 Occupancy Types Within Project. ❑ WI ❑ Recall ❑ Warehouse ❑ HOMIL' Motel ❑ Si ❑ Support Areas ❑PaMng Garage ❑High-Whe RMMenthal ❑Relomtable ❑ HealtMare Fadelles Q Either (Write lni STORAGE &WlO1ER $COPE robklrstru cons lmiuEe anyekGrimiservire systems lhotare within thestope fthe cermit awll , O1 02 03 M BS 06 Demand Response Controls Utility System here required, demand response conflict is Prontlell subject to Ce UspeclfiO Which are capable M recalls and EIMl lService RatM Metering Oe, Coble unexpectedly responding to be lately me OesiBnafioN Smile ofwmk' (WA) Systnn Artltle Sl] ^dared Las ilm¢santlgpsahml wM1lN Description Eveptionto excepiflourcs bl denaM responce after re MMa §130.5bil g130.51ill kmndms w signal.51301 Ind 5130 5 An l compliance documents NRCC- MCH,III and NRCGLTSwill hadicare when tlemand response mnVots a re mail IFar MSB Complete repl rem mWr 05 ❑ ❑ equipment&meter ,,,,,,,,,,,,,..non,..e..v.F^rww.a.... ...,,,....."w,v„yy.,........uv m,y uv Jy,., vmn mUUCPsUm nvm ow m m ni m. `Appal If the utllitY mmWnyk providing u metering system that lndlmm'mnaotiona us kW demand and kWhforo umicydeflnedpedoE C MMPLMNCE R6UIT5 IDbklnshucaam:IIf bole arysWOES NOT COMPLYU referto Toole D for guidance and Itsy fhe Tnbk Mat FMimtes"Not 01 02 11 05 Service Electrical Separation for Voltage Drop Concmllcd Metering AND Monitoring AND '41A4.SLGI :AND fleceplarle5 Compliance Results _ §334".SIdl flapi Bt�pylds (See Table F) (See Table G) (See iableM ISee Table ll YM ANO Yes qN0 Yes PND Yes COMPUES GBuMIng EneW Mlhnq WAdmds'-2On Nonraeldential ComplYna: M1 dreary 2020 G M N Electrical Power Distribution ![2s fCe atNm as CE0.TIFICATE OFWMPLIANCE NRCC-ELOE PmpY Name: PUBUCSfogpGE - BURBNGAME Rep rtPage: Page 4 M5 PmFatdMrew: MIAMMRD ,BURUNGME CA 99010 Dale Prepared 0E.36. OS 02 03 w 05 0E Room Name or Description LOG[ion/i Ty of Controlled Re¢epta[Ies ShutOffComrms Permanent Durable Markin Will be usetl LocatonofinegIremenls 'n Construction Documents pCm r Refillns e pass Fall ths No appaltealthespace Foods o ❑ ❑ Isseleaetlunder Complanre MerhetlobouT, pkau Indlmre nowmmpGwa Leo been p[M1leoed In the spo¢proNded below. J. DECIA6,ITION OF REQUIRED CERnRC TES OF INSTAUATION -' Mark Inrtrvniorls: Seksiom heave been Mahe based on fnlor=Uon provided in previous touts ofM& ho[ument. If any we on needs m be changed, please explain why to Table EAddUtmai Rmar These documents must bepmuMelmtM buiWing lmpenardurilg aor,strvNon ondmn befaund online of M1lmc//wWLmerw an, kk2419Mndur1lignw d rmitlenti RO YES NO ForMl'llle Field Impeder Pass Fall (� NRCI{LCLI-E- Must besubmided for all bulldlngs. ❑ ❑ THE ELECTRICAL CONTRACTOR IS TO M MLOAD ALL REQUIRED INSTALLATION FORMS fNRCIPPI-Ir —X FROM WE CALIFORNIA ENERGY COMMISSION BESSITE. COMP THEM IN THEIR ENRREIY. AND THEN SUBMIT THEM TO WE AUTHORITY HAVING JUPoSDICROI. THE ELECTRICAL CONTRACTOR IS TO CONTRACT NM AN CALFFORNIA ENERGY COMMISSION APPROVED CADFORNIA LFGHRNG CMMT ACCEPTANCE TEST TECHNICIAN (O.Calki FOR ALL TESTING AND COMPLETE DOCUMDITATION OF THE FlNAL ACCEPTANCE TEST DOCUMENTARCN IN ITS ENRRM.. WE ELECTRICAL CONTRACTOR IS TO DOMNLOAD ALL. REWIRED ACCEPTANCE FORMS FROM THE CALFORNIA ENERGY COMMISSION WEBSITE. HAW WE CLCATT COMPLETE THEM IN THEIR ENTIRETY, AND THEN SUBMIT THEM TO WE AUTHORITY HAVING MMSDICRON FOR FlNAL APPROVAL WE CONTRACTOR IS COMPLETELY RESPOINUMl FOR THE FINAL. COMPLERON IS ALL INSTAL -Ai AND ACCEPTANCE FORMS, AND TO CONTRACT All WE MCATT THROUGHT WE DURATION OF THE TESTNG PROCESS AND DOWMENTARON OF ALL Iof CALROMIR noor Lighting Commis Compliance one Tebb Xhr Ottalls) COMPLIES RM1Exceptional Conditi hated Power Retluslon CamPOance(S Table Qbr Della )I'}y, 1m cheRWhythemlmitaX[il nt Ste Table E. AMBRIOnal RemaUsfor pelmh applical explanation E. AODRIONAL REMARKS -- - — _ - - -- Thlsmblelntludesmmorb made by rhepos^nitpplkont to theAutlmrlty Havingluflsdicfbn. F:INWOR WHnNG FDOURE SCHEDULE Table lns(rueHons Indudeoll permonenrdeslgned llghtingwtlallpmmbla l'gM1dnB in ojfkes. 'Oedgrwd WPRage CondiOonea Space 01 1 03 03 04 1 05 06 1 07 1 08arFied 10 Nameor ComWOeLuminalm De ptiun Modular Copt Flaw SmallAprWre &Color Charge' Wale Per IumlmlrN How Wattage is deemll U Tonal number luminaires Exempt mapMorNemTag AME BLED MIP LIGHT 09 MfiSpe2 735 1 19,740 ❑ Pe D/DF 9'LED STRIP UGHT ❑ ❑ I 93 I Mh.5W2 17 1 ❑ 219 ❑ ❑ TwlO ewamC DMORMPACRel 2z$]a •FOOTNOrE:Oupn coachforsmou opeMreanambrcMrgmglumlreha wa1N prolyyper§19B.Ji(PJ4B bodlusiMrobe]szytMNrmba wattage. nab rFaleoma fly makestMadluatmeM, theP ltaphmntelrooldmkrhxmtedwarrogemmwmnM 'Authomay Hoping JUfiO tbn may mkfr, Lumlrmne LNsheels of mlfArm wattage usedfwwmpnanacer4330.P(91 watage laetl most his tM maximum in Me. Wminaim, not the bmp. Ch Buatling Energy ffxi ySnndON - 2019 Nwreski l ComNlanm:M1tto//wwwsntmta eoa/n<eLIAlAaantleMe lanuary MlO EARDFG MRNM Electrical Power Distribution mmum CEWINCATE OF MMPWWCE NRCC-B.C{ PrOl Name: PUBLIC SID t- BURUNWME eFart Page: Page2IN5 PrOe MUress:]HD1P➢R KN D,BURLINGAME,CA990111 jUate Prepared 0516.202 DhE0n1. wftM1ON koNf@dDunedhuble comments because of selections made ar data entered in mhks Compe Bator the form No ocelick l mn:Ftanz apply to this proles. e ADDITHiNALREMARKi 1 hB cook msluda remarks made by the permit mi nfimnt TO the Authority Xoving /urlsdlchis F. SFRVIC£ ELECTRICAL METERING TOWelns(ru[Nons: Complete fed cable Wewfornew replace menrek[ al servkesystems OR equlpment M demonstrate rompnonre Mth g1)¢5fg1. m 02 03 04 IS ElMiical Service Designa[i0n/Desulption Rating- (ki Required Meterng Wwglsties per Ingle Ight5- Location of Requirements in Consthshon DocumM6 Flod Insyettnr Instantaneous Demantl DW) Historical Peak Demand lkWl racking kWbfor er-defined period er kWh prare period Pass Fail 6fi5 ❑J ❑✓ 1 ❑ SHEETED.03 El❑ G. SEPARATION OF ELECTRICAL ORCU M FOR ENERGY MONROMNG Vsing tbe Tob/e lnshucCam: Umpkte(hb mole/orendretynewormmplererepkamenLeky imaltypi tlmpirs rionsysteedm McSmartratemnpll t beshopjj¢1 tlropdown [hoko In column p1, IMIm(e Me ModtYCeslntludetl joreacn arvl[e, Any Iw'dtY#s Molart w[Ircludedin MeseMre do rro(need (o beslrown. necarled Service pimglon/Oesvlptlm: M5R 01 02 03 04 05 Mini mum Rwurell5eparafiomf Compliance owTon of Fleltl lnsptttor LwtlTYW per Table lIDS.B' Repo remen"M CanshuN00 tons P¢r iaFle ]3059 Methods DONmMta Pau Sall Lights In<lutlingmllt e®ess and exterior WilN ng saa qa or, hire Method SXEEf Eo.04or ❑ ❑ area XVALryrtNnsandcomponM Inaggegate an ear MMM1otll SHFEi FpA4 ❑ ❑ load rated at least 50 WA CA BuMIng Escape EMc4nry Standards - 2019 Nw"denl lComplia ns, Me?wwmemn em/tin eN/1m95[anmNs Lnwry 2020 EAR Oron Electrical cal PPower Distribution Icertify that this CMInoR of Compliance aocumenLrtlw b accurate and mmplE . Ply of Doamemtbn MRhw Name EEVIN UNCIUOV Commenlder Au rSignature: Company. ELECTRICAL DESIGNSERVICE $IeoaWre Date: 05.26.3 tlr 3661VMDELMNQIO CEA/HERS Cmd1 Won IdeMM m(if appf isle): IXy/Sm[el O[EANSIDE,U 921156 Phone: 7602136181 RESPONSIBLE PERPoN'S DEWMMGN STATEMEM I wertlfy UP folloWlrg under perultyof partury. under me bws ofthe State of 011fomla: 1. The hdormal pm Wenbills CaN A Compliance Is true and m M Z. Iam elWb under DIAMM 3 ofine Ba9rwss and Proleslons Gnd to accept repmtlbility be the building deion w system design ltl MW on Mh PerMbte of CampWM (reNrordbkwmfiWer) 3. TM1eermW ancpedormanmspttqudnww nutenals.m and pas tlesf®I arsyshm tlesiglItlerldfietl on Is fCommieatured CeNflmkal Cumpllantu mnbrm tothe Fort Ice d the Credi Cod ofhe liNtoning DETlile19.Part1 end Paid 0 W the al Rewith MWnce are prwidell anmhera sain Features an HIS are wmlrtenr wNM1NeblLa Weof Co Me 9. Thebuince mnMa rarayEemdesgnfealplan,andspetl fiMios sub enfwmniththe nrybr this mmyunm was as enf ngs Wlan. Rplo swel admade n. be made pp R(swbrte fair yArturlfto� enthrna Of Compliance that signed edCamdthat atollbematlegnedCopwith thebufMhppermM1js)IsuM for Me buDtllny and made awiNtle 5. reest completedall aacopy Wgdin& probCeions-I fotheerPmxmaM egemyrorall appllmbk hwpx[lorss I untlerslandtbra mmple4tl signed copy oftlds GnMWe of latrpllarrels aphetl to W IMudetl col Me domrcn Wien tice horde pmeidn b Me building ewrter at omsswW. RezDorlsiblo 0esgner Name: UPON URCIUOU ResForSlbk OaignnSgnalum: ComDarry: EI£CIRICALDFSIGN SERVICES Date Signed 05R6. Mdreu: 3651 VIA DEL RANCHO Umme: E15961 CM/sbte/llp: OCEANSIDE, CA 92MG Phone: 7602136131 CA Building FmNDh1g50rakM-20L9 NpoaM lCpmptM ArahwwarererumaflMeMTl019mMaM[ lanuary2@0 IG.MODULARUGMINGSYSTEMS Thk Section Does Norgppy .INDOOR WMING CONTROLS (Not Brsbding PAJI & ipbM InsVudiolN: Please include Fighting commusfor conditioned antl unconditioned spores In pass [ogle. When on op(ron hin s,a' Is sekneQ the notes section of this mole on he completed The lighting commis she on of the Compliance SLmm rry Ti on the first page willshow'WES NOT COMPLY tfthe antes are kfr blank. Budding Level CaMmis 01 02 03 Mandatory Dead Id Response 6110.1 W I, vall Controls 6131 bell- Fiddlnspector Pass Fall Not Required Buddeg<_O.SW/SF See Areassfa[e Level Controls I Li Area Level Controls 09 p5 1 06 1 OT 08 1 09 ID 1 11 II Area DezvlpOw Complete BullEingwArea Category primary Fnn,Ylon Nea Area Can[mis 413o1a Multi l el 4 LL°dI(1 311umEff 4 ISt[L Prlmary/Sk a[ y Day61^�1N Secondary Da4NMlM'm Imetlocketl 5f=6]400a)1 l Fleltlmptt[or Pass Fall STOMGE M'Mhbr6pneTyM, Ma uall,W 1 EMMt•r Om Sbawor NAt NMr ❑ ❑ ❑ 'NOTES: Contmisw LM1 a*requre a noteIbe spare below explaining bow compliance hie tl Ea Wnferenal PMncrMEAyIghA PoyligM1Nng: Exempt bemuse less than 120 warts ofgal lighting, EXCEPTION l M 6=ltda 13: Plan Sheet Showing Daylit Zones: STORAGE MULTI LEVEL CONTR°LS NOT REQUIRED LEEP MAN 05 WIND ET I. UGRNGPOW�CONIPLETE BUILDING OR MM CATEGORYYMIWODS -- -' Took Ins ono Complete the tableforech arM[omplying using Me Complete Budtlng'orArl Category Methods fair §19060, ladiche/oddltbnalllgmingpower olkwometper§SIy,6(C/orod)usunenUpn§341) $fglore being used ntlltlwetlScatraws at 02 03 pis 1154111 1 B Iltl g at Category Fv don ArMPAfCommeselal Allowetl prea pllnwetlamms/.Compl lPrimary antl lneuss Storage Us 14fi519 8]401 fABulding Energy EfflcbnrySMntlaNs-101B Nonnmitlen[lal Cpmpllanm: Iawary2020 WAn OFCAUWRNN Electrical Power Distribution na.ws C£REInCAnormMPWNQ NRM Ell Pmlect Name: PUBLICSTORAGF-BURUHGAME Report PMc Pdge3of5 PropnAtldr : Is ADRIAN ROAD, BURUNWME, CA 99010 Date Prepared 0.26.MM Ol W 03 W OS Minimum Required SeWraNOn of CMPI'anCe LO don Of Field Inspector edp Load Type Perj IP Who per Table 3IDS0 Method' Requiremen6'n CommuNOn DMnmM[s All oft separated Dory type or Plug Wads and appllences<25MTA eplug Groups Mplug lwEs ex[eetling35 Method SHFETEO.IN ❑ ❑ kVAwnrlMetl lwtl nanarealess than Daf 'NOTES:Ifbtlrer*'.trsele[LNurvMr[omPN011re hletlWnWve, P'aau lrgimte haw[pmPlmrra has been acMevetlN file sparepm+eedbebw. N: VOLTAGE DROP relyne mmpkte repbrementlttri[pl powxr disMW(ion rysrems, ormflumrmrethar Qm fyorrtpbee both Took smanucioul Pleosemmpkte tnatunfrenNw costs ondbmnM drtiN todemonstmteWmplionce with §13051 For altemtbm,Italy the oheree nrmlts must eemonstmte mmpiiona per 6143 Side 01 1 02 03 09 1 05 EkC tServile Combined Voltage Drop on Installed Fee /Bran Wars of Voltage Drop Sheet Number for Voltage Drop I Field lnspM Designation/Desvlptiw Circuit Conductors Compliance MftMd Gimlations' Calculatiowln Construction Documents I Pass Fail EIPermmedbyCA M ❑Vohage drop <5% []]Code lExrepOono In CorriduNantl umM SHEET Need ❑ ❑ j•NOTES If "PernliNed by CA Ekc Cora is sekchaunder Cnmdbnu MCOadDelve, pkau indiimle where the ea aptron oppges in the score do Need befew. tl. vmmge amp Wlommm mayor mm O in are prima UPfarmuon auoaae me comvugwn meadows ads wmmnY nawgaurmnwry was •aetmhN• If wpfimbM. II mlmbnam win ce Don aspomronlry of the mNam,tq [vnaodpn tere[a •mnw[n]r Pespamibk'. G milmiM Energy EtRcbnry smnbartls-2019 NomaNenWl fgmpllanp: Ianaary2020 A.GENERALINMRMAnON 01 PrOlKttomtion(city) BURLINGAME 09 HAI Conditioned Floor Area (fill 146,530 02 Oera Zone 3 05 coal Unconditioned Floor Area UP) 0 03 OuupnnryTypea Wlthin Proje¢(SNetl all thal MP 06 of Stores (Habitable AMMENadel I2 ❑ MR I]J Pemll ❑ Parchmeaage ❑ HighelseResldem [ ❑ Warehouse ❑ Relacretable- ❑ ❑ HOW/Morel ❑ YMd Healthcare ❑ insurer (write b): ❑ SupprEA STORAGE B. PROTECT SCOPE Table lmmilaul:Itlude any lighting desteris Mot are within the scope of the Permit mpllmnon and I dwrionarmling mmPlinnce using the prescriahe Path outlined 3W MID41,04e2foralkisherharach WARNING: Changing the Calculation Mothers In this trbk Will retull I, the deleWn ofaom areum5M input llimmisidWChesil¢Me mMrk W n methcN, pknu oils a caw form or use "Svve As". Smp¢01 Work COMMCMa SpaW Ulrmnaltlonetl Spaces 01. 03 03 04 05 ' My Proles Consists ofphed all Nat apply): Calculation Method Area fNy). Wlmlallon Method Area (it') I] New fighting System Area Category 146,514 ❑ Altered LigMing System Towl ARa of Wwk(Re) 146,519 C. COMPLIANCE RESULTS Table lnsbuctforac'IJanyrellon lWs bole soys'OOEYNOTCOMPLY"Or"COMPUES with EueptAnol fnndilfons"refirta Table D. Jorguidarr¢. Allowed Urroing Power berionst j(Wa ) Adjusted Uglltlrg Power Per§1gD§fal nations) Compliance Results Lphtiap in Mite aon tl stoned; sportsmust not be bl edfar IN Complete Budding W Area Category 1w 03 Area Category Additional 3M 04 Tatlosed fi 9 6(CI3 (•) = 05 06 07 WEL TMal AIIw (Wahl a Total Designed (Wails)- Adjustments Total Mlusterd (Watts)mmgmnmPer 'Includes41�bil, Adjustments PAF Control Credits efao Mae Id (SeeTablell (SeeTableU (See Tabled ISeeTableg) (SeeTable Fl (SmTableP) COMREONU: 98,726 - 98,]26 2 22,512 - 22,512 unemaulama: - _ __ _ — lame manpower CA WIIeIn Tawm F1141em5tard.'da-1o19Nmmtlmtal Fpnywas cones ago EATE"F UFwwa Indoor Lighting a...® CERTIFIGIFOF [OMPLNNCf NRCCin-E Pmjttt Namc FUBUCStt1RAGE-WRUNGAME - Pege: Page9ofT Pmle[L Address: Mal ADRIAN ROAD, BURUNWME, CA 99010 teprepi is N1.303Pa 0T 02 03. 04 05 06 Area Description Clete BrIlong of Area Ca Complete teBOY Primary Euntlon Arm Allowed Density Area TIPW/R) Allowed tpwartugle (Wa Additional Allowances es/ Adjustment Area Caleg PAS RMil Merchandis Icy Whole %Shwlmom 1 M6 M6 ❑ C Lounge 0.65 163 1a5.95 ❑ ❑ Mstroom 0.65 301 Eight ❑ ❑ TOFAL U7,9]A Y,R6 See Tibleslm PfOrtleYell I. AODMONAL UGN NG ALLOWANCE: ARM01TEGORY METHOD QL M"ING LM"NG SYSTEM TMSSecri Oues Nat Apply 1411U K TAIIOREOMETNOD GENERALLGMING P MALLOWANCE rl fw Poet Nw Appy L ADDRIONALUGNTENG ALLOWANCE: TAILORED WALL DN%AY Chase NotApply rM.ADDIEND UGHTINGALLOWANCE:TMWMDELOORANDTMXUGMING This se Par Gees Nat Am if N. AWN filsDMNtyG AWANC: TAILORD ONAMEMAL/WECMI:"EM 0. ADOMMAU UGHRNG ALLOWANCE:TAILORED VERY VµUMM MERCHIkNOISE . Th6YRMw Nat Apply P.POWERADJ1=D I p. UGN NG WMROL MDR(POWER AIFIUSTMENr FACTOR(PM)I ]M55¢[Non°ces Nol Apply CA Buldl,e EneWMB nq SbnMr 2Gn Nmmtlential CmnpliaS:M1nn/hxvam awatt e2n/1019nentlarda Ianuary20M eNFEST 2 L �w El Sagl OB]011 11.D9.m10 [.Public Proton Name PUBLIC STORAGE PS PROJECT NO. CAXXXXX UNIT MIX VERSION: 02.14.2020 CADWAskil 1801 ADRIAN ROAD, BURLINGAME, CA 94010 Owner Public Storage, Inc. 701 Western Avenue Glendale, CA 91201 NO. Proton Name PUBLIC STORAGE PS PROJECT NO. CAXXXXX UNIT MIX VERSION: 02.14.2020 CADWAskil 1801 ADRIAN ROAD, BURLINGAME, CA 94010 Owner Public Storage, Inc. 701 Western Avenue Glendale, CA 91201 NO. REVISION DATE Q9G%PROGRE55& 06.22.2020 CIN ITfAL Zy� lrt PC ReSubmM I 10,05.2020 Al 3n&DDENB6Ur i 1 10.0.2020 ENERGY COMPLIANCE FORMS Four ..: Tau 0: u NSPProfit PIT XXXXX SheafN, E5,01 waaaaas a IIyMTEDPOWERREOUCTIONCOMPLIANCEFORALTERATIONS - TMsi bn Oos Nn tARPY R.MUG"NGPOWERMRALTEMTION5-MN QLGE a"GNS �I fiISSttNon Ones NptAppry S DAYIIGHT.UE5IGN POWERADIUSTMENT FACTOR (PAL) _ TIikSM'on hery Appy T. DECGMTIONOF REQUIRREO QRTIFl[ATFS OFINSTAUATION Table lnsNuttlons:5e/tttlom how beenmadebosatl on iM rmotlonpmvbed In pre bustobks at ties daeument Ifonyseknbn needs to by Demand, Mossexpbin why In Table E Add GdxjlRenada. mere documentamuslMpmWded to ten buibingimpMor dump ronstrv[tlon antlmn be Executable atfi(IpS;// w2 • eTsry YES NO - ... Fmm/Dtle Field Inspector Pdss ❑ Fail ❑ ' SIR O NRgiTIM-E- Must besubmltted for all bulldirrgs ❑ W NRO-1.7ID2-E- Must be submitted for a getting mmrol system, or for an Energy Management Canna System(EMCS), to be ❑ ❑ remgmeed for eompl anm. ❑ NRO-LT-04-E-Must be subm'rlted fartim interloGed ryoerssseMK an auditorium, a mneen[ion¢vger, a mnferena ❑ ❑ room, a multiWm rie room, or a neater to be rxKn4M companies. mp Mies. 0 Sh NRgIll - Must be submitted for a Po mjuslmwt Naar FAR) to be fem®lieed for lusnprral ❑ ❑ NRCIin,06-F-Must be submittal for adtlKlowl watage Installed In a Allows ndngautlb LO BerempnbM For ❑ ❑ mnpllanne. UBugtling Emgyfmcknry50Merds-1p39IYonmitlannal Cgmpr¢nm: ntto'//wmven aov/tnbaayd119Mnderds lanbry1010 eTAROFWIFORNN Outdoor lighting unvAtO[IOeabs2m rurOwawMxm MMax GRiIDCATEOFCDMPWIIIF NKC UTOE Tens da[umenttruttdrod¢morutmhmmpllam'e with requbemen6in§L0.9 13a: §13goal,land414]IMMiLrmouftlwrllgnWNsmpea mrsp Megewlytn<pam Pmjtt[NaM. PUSUCSTOMGE-BURLINGAME pepoRPage: Page107 Project Atltltess: BIOS ADRIAN ROAD, BURLINGAME, CA 9g010 Date Preparetl _ _ 053D.20M ❑I2A: Very Yid- Unaesekmetl PaakkM012-2: Moderate - Run IArms I ❑ Dirt: Hlgh- Must be mviewea by G Energy Commission iw Approval LJUALLow-De loped Pargand QIL3:Motlerak%Hlgh-UsbanA iC:<OMPWRNCF gEROW Took) truCtMS. )group mil On ink Nbk taws "DOES NOTCOMPLY"w"COMPLIES with ptpnalC ditbns" refrm TM Ofm Buitlarr[e CalalabanNTotY Allowetl UgnGKP erlWatts)§Lgq.2INCLUALOM I Compliance Resin% 01 + 62 + 03 + 04 + OR 06 = 07 09 General Hortl p Allowance 4140 Wall Per Application §L40,jjQl2 Sales Frontage §j Mj Of 41m Van Specific 4jSWeMj EXls rag Power 41$i9fM$L TMIM"O IWam) 2 id MMustbexOB ISee Tdbkn (See Table ll ISee Tab le K ISee Tanle L ($ere Table N) Sao 1,423.03 0 OP - 1,@305 2 COMPLIES cutoff CompllanR(See TankGbr OeGlB COMPLIES conuois Cmnpllarrm(Sm Table H brMiUj CAMPUU CA Building Energy Etumey Standards -204 Nomerskenml[anpmw:Noaem O19 ill oz 03 G D5 Area Des[dpnon snot-0rc Aurosmedule Motion Senmr Neld b1p�c 3 Pa55 Fail 01 OZ=fAu qr a0ezcrlption le Motion yen r Field lnipecm 6tvi ar`3a Pass Fail CNAROSGPE Ast urn cal liner Vps YPs ❑ ❑ 'NOTES: Colloolis with regure a note In the slibe IffeloviTruxiblauning how pfanees aMeued.. EX. Not Fernand 0 health & s hry to be hothouse EYCFF'i ON l to im2 l L UGHNND ROWER ALLOWANCE IPersap,D iabk lnshtinp Pkare milkier tntr bbleforare using 0101 allows I I punscea§jQy GeneMi bASMMAll w r1be iterime [ Allowances (select all that apply) Is Rani blelYO]-AwMk "Use AOFbz(/("AllOwamesarepanre General It IMimre wbkholbvgares am 6ellg r¢Mro, espandsettimafwusermput Wmlnuimslhmquol*formle of p Harastape Allowans ❑ Fer Appll[atiop ] $ales Fmmage 0 Ornimental Q Pespencific Area the"Use it VlOsp it' Oainfor es each M[ quanfy for pro(her')/se d orbse ht"almwame. iablel@elowl Tabled TableK TahleL Wlri:� Iacetl Cy feral Hardsmpe LlpAring Power ANawan[e per}F 4IS! 2IS 3) —TableM @ '03 b0 05 1 06 07 1 06 09 la 'Area Wattage All ce AWA) Area Oesrnpt on Surla[e Type III Inia[M AlowedDenzlty Arm M )near Wattage Allowan[ ILWM P$rmemr Allowed OenslNL argllowan[ena W )[P IWA;WA Asphalt 2BCII2 0025 i0206 11,g8q OS 3]3 annual Waeage Mlgwmca for Entire Sha(W F): son TO Germr Hard "Mldwana(Wa ) 1,423.05 G WgdlKErvryY Eff¢bngSbMarb-IOt9XwuagNlWlGmp'tar/clatter'//wwwzremumrhM1le34Mt9mMa(� Xwember Al9 Table llutmstians Selechane hom been Made basetl on lnfprM Mn prooki In previoustables ofres tln<umenl IIfanysekctmn rroms 0 be cM1imard. peue Mmum why In Tvbkove rely TeRemartciNnodem e[sm(A77M. FormalMhmaiio dear- r dudn9 mnsavad orMonywifh'-A"Intdeform amnr¢munbemmPkteddwuBh on 0.epMrree test ie<hnkbn CertBkptlpn P(avider (A1T<Pl. Formal Information s$I e gOvAd"�QVWZ mil YES NO Fortanue. ` ' Field inspector Pass Fail NRCq-LTF02A-Most be Submitted faPa ryadd rummage time worth ardiffols. ❑ ElSitP NRG.LTF0TA Main bembmbtell for automrtrcdayligho mMn15. ❑ ❑ an NRCAHLTIGHA-Must besubmitted for demand responsible lighting controls. ❑ ❑ (j Wj INFICA Vny5<- Mort be sup Me FLY lnatlN al tuning Power adjustmefte (PAR ❑ ❑ C) gin INR NV-03-F-Must be Submitted for daylighong design power adjustment fast (PAN. ❑ ❑ U BUINN[FAergy ENlekmyFSMortls-1019 XpnMIhMKIUmpIpnU:Iola'//wwweremraaoa/CrIM1a/10195tandam lerwryTNO smTEOFuuroulw Outdoor Ugi Table ttru[ s. Far rrew or rolreml lighting systems demnnswalev compliance wish 240. f Table l nits expar frmp✓tl. bdude all wmlrwlres being imot yfondmy mBVng luminaires m=fnrrg orbeeng moved wimb me siloues covered by the Perrot oppliwOw in the Table below. Foro&er lit htrK tat singthe EXWt Power melladper ] L(k Table Nlas espandetlfor npuU.mtlude oNynewNmirwires Ceinglm(andand repNremenflumi iresbeing mstalkdmpar[ofinep smw (k, M no[ /,Nude ev86nB lumwalrts remammg w eels W p Nmmolres being moans). Deslgnetl Wattage. 01 az 03 Iw as 06107Dg a9 1DCu or Wamp N W ll ge6 T WI RP p.2Name 6,2CA ti Ilu F Mlnspector.0 Tag ill eLuminaireD p0 I Ina&e tletprmnM be L Inare SDesign WattsItem utputangg(b) Pass FailG uminalreo LeDWaIIPac QWear 43 Mfi.Some 16 New688 yes 0 0LICE LED CFILINGSTNIP QUrrmF W Mh.Spec` 6 New360 yes 3) Tom e NOTES:Screapons with a I requlreanotein mespae Win explaining wilwmmpan[e i5 a<M1iNNl IX Wminvire l I yet-p astrttue, FXCFPDON2 M§i3Vrg(W. GN,WIKErdgy FRR#aay StaMnd[-ID19 xonrWtlenlbl Grnpfaxce: NweMiNM19 nAROF WRON1u 1. L1GRTINO ALLOWANOD PERMPLICATION" ttda secnan llres Notapply K UGIRFNG ALLOWMM: sALFS FROMAM lot This Section Oaes NotAPoN C111SKING AU MCE, ORNAMENTAL. ThrsSeNon Goes Not Apply M.UGIDLNGA WMCE'.KRSP FICMU Table lmhu[o'ons: Worse complete this rablefof areas using the mttWeal/owomx nor spoolibl<area typefmm hade 3407-B. Mare than one5pe<pC reo a/lawvn¢moybe moan in asingkpmjeq Boppllmbk However, Multiple sawbo[orea 0/wwnn¢s may notbe parmfor me sycamore prep on the site. 01 02 1 03 1Oq 05 06 W OR 09 10 Area oessimion spagcArea Type per Table DO 7-8 Mealy ALLOWANCE IWatR) DESIGN WATTB Additional Speu c Area oby Played DenSN DPLM2) Etl Allow (Warts) W N r� Item TaB gatl mr LurA le' ttM Lumina rez' ' Design Wafts Allowance 'IWattsl p O Total Design Watts for thisarea: 0 0 Toml Mlw+anRlWatts)AIIArtex 0 'FOOTNOTES'See TobM]407dutaT Me ruksfoTrol[ubting [M1e sya�areas rftsffo theseatltlilbna/ngntlnB albuwmM. e ForWofng lroflualn TOMeFasllnmr, wattage Inmwmn O7 rs wMlnsreN pfw t[s/Ium mlrt. iomllimurJsetlOrmeIuminulresM1oud'e inakro[ea In [olumn OB lmRoaofnu be ofluminalres N. EXISTING CONDITIONS FORANSIM DWANCE (alt rations only) promiu numarem Not Apply G BuiNing EneNy Efi<brcy SbndaNa- A19 Nogmslenml rumpWna:M1tteJMww enxw xrv/[ttb7Mi0195bntleMn Norember2 SAna W1 m Indoor Lighting DOCUMENTATION AUTHOR'S DECLARATION STATEMENT I arhry mat rots Ceruna@ of Complainer Warmen W m is avnrsee ara complete of z of Documentation Manor Nani KEVIN URCIUOU Corumenmthe Author Egnmum: el 2 Comparry: ELECTRICAL SERVICES Signature DM 10.301E Address: 3MILWADELRANCHO lC HERB Complicated laemlfimtlon(if applicable): Oroloabmp, IXGNSIDgG 92056 Indoor: YEU 2236181 SON YdeOARATIONSTATEMENr NorgIV 1 Me KPerjury, under the lawsINme of me under Wtorwbral nCalHamla agoded on this true and correct. Toe ncolsueBushre ofd mplangs 2. TMNfhible under Dhidon Profiniturs My x Iamellpbleunapp OMaon3of me Buslwsana DrofevionseodetoameDL respomlbillty Lorne huiiameaWgnarsntemanien lam[mea onmbarrlRaUM antion arparma Thatemn®( ures and e,mammaIs,mmpon1Ms, and m orsystem design Memllletlonink thas 3.1M1eemrgyf oftheruretlrm Cocgotgaulniffasdesign festlflrahaf Cuplianitperformanceonequire kiTltle24,Prt1 cote o1 Me UIROmh C[de NRegulatims aslin fortumMOrmtomemqubemanb 0. The buaNedecu nfeamresorrystemimi Po Mte anca drew kable fora melrrfurmnlw awardehandlaanmiierappindan. emn 0 nla:la Rican; and specifications suinmteofo the man enablewNAagenryfor appwvalaimedFrWNFgperm&admaden. this ertioral aCimatiancsmall hetltoe urn a carnwadaM1eeg Si rem )able the bust ing forme build in&and made uMlaMe empar snallbemed mmpleteasipredmabMmhEeRm.I Cato Corninluned mmpletedsigneampyolMB Wtlflote of CnmpWnmiseen WredtaFnlutled witM1 to the¢ a und[umedthat Maso d La LM1earrlammeM,yenryBar all applltheeinspectiwne 9 sycopardy. auumar4tlonmebuRtlNDrwPSes W me but lRKowner Mwarparlq. I as Respbnside Designer Name: KEVIN URCIUOU RMganybkesig Dnermenture: OMlparry: ELECTRICAL DESIGN SERVICES Date Signed: "Ga.2age Ad tlraM: MI MDELRN1010 lummm E15481 gty/Smtai OCIAN510E, CA 920.5E lablushe 7E02136Ml GeuMngE ET®nD'S4Mer%-1019Nonreslaem6l COmplaMe: nnwhishao RATE rcAmm Wm Outdoor Lighting I CERTIFIGTEOFMMPMNCF NRYiTDE Par Name: PUlautar MGE-BURLINGAME RepoRPage: Paul PmjeRAtltlress: 1801AGRIPN ROAD, BURUNWME, G 9 w Gate Prepared: 06312020 'FOOTNOTES: AutM6WHavlABJurkdhon may dealer Lum "cut sMeMro frm"bill usM rwmolana par ¢ Might fod efwNrnmrwmrrplrv, wohogeslmaMbe rnalmmd oawMlmRod l Wormagumrwlm TotalHnmrfeetJo.me mmnmlredMUMberM:raced rn mwmm OSms(eadoJAumber a) lu lndms. •akarrrewwmmmresmonm ou gbnnaddedmmmgbesmamdon. SeIM"PHeredmmmentNmlmvammmteMon.Select ToxkmggtoRemln'foreptlnpluminoaes wordscheprfectMade that arenot Mingoheretl and arereSelect 'MintingmwM1lcb are 'ClogremovedoMreil os arta1Hrepjxtsmile a Complan[e_who mo_nrateby_cutoff _reJurPants s requredfor l_uminaires with nitnllumen oupi is CInnFCRFOIaIRMEIOUG1 _62W unle55 exe�iPdb�§jjQS('f - ID'klmmarins: CampkR thistobkforfirtures of 26,21D iniliol /umlmlre lumemintlrmtedon Table Fos r imto mmplywrm CutO$Requrremeno Maximum lumens Iran Escutcheons Tltk24, Part 11, settton 51068 01 02 03 04 05 W 07 08 1 W 10 11 12 BaGlient Rating' Uplight Raring' Glare"tine Field - Inscenor complete N ame as Ulnumahe Max Backlight Ma Max "amTag Description Mounting Height from Allowable Rating Allowable Rat rig other' Moun[ng Hight Allowable nGlare R E o Fail PmpMyUne BRatime Per LlgntinBTYpe PRanget Per from Property Une` Glare Per Pass Rating' Design gatlKr Design Rating' Design- G LED Wall Pao S 2 MH from property No Lima 1 Area Fighting UO p S2 MH from G3 1 0 0 line I Rdips"Ine n2MHfmmpmperN I, NoumN 1 Arm UgM1pK no 0 s2MM bumrI Gil 0 0 C/CE LEDCEIUNG: We Is Ilne 'FOOTNOTES: MjWkdi H Mil wbelMMHln tnk robk 'Auth»ty M1winB/urisdl[tbn Mail oskfwlummalre Mshee[smatMrtlwumenfatirtn fomnPrm Iuminolre type, udlgMmtingsvMglaremoral uzedformmdprr[eper b BW mtmgs wlm-der wm Fiction flarlmor Asomblertme rompl om Ex. 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DEQAMTION OF REQUIRED CERTIRGM OFAl3:EPFAHCE ' Table Instructions. Sekttbm how been made based rnhr ion pervldMm mareas nothem of this coherentlj any Shearson needs m be changed, Monte explainwhyin Table E AdIstanu Remote These tlothanols muff beip{pvded to the budding lnscettrtluring construction and must be completed tnsough on Acceptance TeX Te<hnkp Cem)katmn Pmvlder(ATTCPJ Formored jo t nvµRth h / yiRCm bml YES NO f /Trtk r Field Inspection, Pau Fall NRG-LTO-02-A- Must be submitted for all ou corlghting controls exersafe alteraE h ns were controls arm added to s 20 lumbralr¢ ❑ ❑ Gaullding Enegy HRdangeS arcs- 200 Muldnl@nml OrVila a: wp raav/ts2N9 BURIINGAiTEE BLDG EpARi2. ENT >�uI r_DPTE - gVIEIVEDBY_— RpFCSg G 581 Is) ^ ORID21 dT 11.04.2020 mieres PUBLIC STO PS PROJECT NO. UNIT MIX VERSION: 02,14.2020 Palm Add,,, 1801 ADRIAN ROAD, BURLINGAME, CA 94010 Germs Public Storage, Inc. 701 Western Avenue I Glendale, CA 91201 J NO.1 REVISION 1 DATE 9U%PROGRE53& 0632.,G2G Dh p<PCResubmNul 10.05.202o 1_ d1_�ad ReSubmittal 11.04.202E FILMS Name ENERGY COMPLIANCE FORMS Prod. Mgr: Lou Draw,4: a L, Cleared by: .. Lau KSPproject PH, . XXXXXyyy shaman. E5.02 Plot Data 2020,11401 REVIEW L uTMEN1 OURLIFlG vi, OYIENE�'EY � n:nc�noPOP$_ EIMI oedOzl u.M.2020 PUBLIC STORAGE PS PROJECT NO. CAXXXXX UNIT MIX VERSION: 02.14.2020 Pml:u Addmm ,. J 1801 ADRIAN ROAD, 1 BURLINGAME, CA 94010 w... Public Storage, Inc 701 Western Avenue ,Glendale, CA^PP£nl _ ND I REVISION OAIE sn%PROGREEs& 05.3e.2020 /_ j 12nd PCReSubmIuta1 1 1L0 2= SM1eee N, me ENERGY COMPLIANCE FORMS J PmL MV amw x. �•.•�. KSP Pr1jW N1. xxxxx SFeH IY o. E5003 C Pmma,, Y202o-114Y �1