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120'-V 32'A° 3Y-V 3T-W 12'-0" 15'-0" 8w CNP.) (TYP.) (NP• (TYP.) (TYPJ 26 j (NP.) cbsmo MANTECA, CA ® ED 11 ROOF PANELS PER STRUCTURAL 2440 DANIELS STREET I MANTECA, CA 95336 IEl K F K E 10 Ec�l i COSTCO WHOLESALE FASCIA'IA'T OV /�ERSIGN. (TYP.) 16 CORPORATION ( I I Aca 999 LAKE DRIVE ISS "ENCORE"FIXTURE T: 027 425.313.8100 www.costco.com Of p Vl m ! 6 I VIDEO CAM ERA BELOW. VERIFY LOCATION WITH OWNER PROJECT MANAGER. C.SHALL RUN CONDUIT, ,A PULL WIRE&LEAVE 3'41"LOOP @ BACK END. CAMERA,S.I.O. HE SUR � I j I ' i j � I ! �, I I j I ! � I ! j � I I i I ! I I i I I ! I Ii i I I. I I i i i • 1110 112TH AVE. E 500 I FOCUS FIXTURE STANDARD BELLEVUE,WA 198004 i I I i I I i i i 1425.463.2000 I f425.463.2002 ! PERIMETER GUTTER TO I j I ( I I I 1Eel I I I DRAIN LATERAL FROM MulvannyG2mm V , FACE OF COLUMN,SEE I I I i i ! AG3 CONSTRUCTION i SET �L CAN 0 Y REF LECITED C ILING PLA ,T ,z6a AG,3 (TYP.) TS STRUTACROSS TOP OF CEILING JOISTS PER ! 1 I II STRUCTURAL I I I I I I I I I I I I I I I I I I I I I I IL I I I I JI I` JI I` lII II` I I BEAM PER STRUCT. I r -1 1I r 1 I I r 1 r 1 I I I I I I I I I I I I I I I I I L J I I L J I I L J I L J — — — — — BRACE PER STRUCT. (TYP•) 'o m CEILING JOIST WELDED TO BOTTOM OF BEAM,SEE STRUCT. r 1 r 1 I r -1 1 I r -I I II II II II II II II I I L J I I L J I I L J I I L J I rr OUTLINE OF ISLAND I I I I I I I I AT GRADE BELOW I I I I I I I I I I I I I I I ' I I I I I I DRAIN LATERAL FROM MITCHEL C.SMITH,ARCHITECT PERIMETER GUTTER TO FACE OF COLUMN,SEE ' 17 AG-3 ♦O • AG-3 n CANOPY ROOF PLAN �''--'♦ 7 1 2 SCALE: 114„ = 1'-01, AG-3 YP.) UR. NT TO PAVEV MENT STRUCTURE SHOWN APPROX. ENGINEERING FOR SIZE AND ENGINEERING FOR SIZE AND FASCIA WIND i SEE 8-1FOR CALL OUTS amglm re�rv.a e»wnawzem,mem R."ym SECTION TO RESISTLOADING SECTION TO RESIST LOADING BRACE BEYOND ,"q"auceamenytumaq•mr„reosvnmm BY CANOPY SUPPLIER BY CANOPY SUPPLIER 6112"R.F.FASCIA CAMERAS,S.I.O. pertnl:aa,b.mu,q xo,"rnamvaczaw�,.nu", -�� CANOPY CEILING 6 FORMED)WATER TIGHT 7 DATE DESCRIPTION PANEL GUTTERTODRAIN _ ❑ CONNECTION BY 09.26.07 PERMIT ISSUE CANOPY FASCIA 11 0 CANOPY MFR. 10.30.07 BID ISSUE COLUMN WRAP _ "WIDE FASCIA"FU(TURE 10114" "WIDE FASCIA"FIXTURE 10114" _ 4"DIA.PVC PIPE 1 12.11.07 PERMIT CORRECTIONS ADD CROSS MEMBER AS CAULK SEALANT OVERFLOW LATERAL,SLOPE 2% 4"DIA.PVC DRAIN LOCATED ON _ � � REQUIRED DISPENSER SIDE OF COLUMN 2 1.7.08 PERMIT CORRECTIONS CANOPY COLUMN SCHEMATIC PLAN BUMPER END STEEL COLUMN ADD CROSS MEMBER AS GALVANIZED 18 GA.PIPE 4"DW.PVC DRAIN SLOPE PERSTRUCT. — REOUIRED SEE S•1 FOR CANOPY /FLANGE FASTENED TO 2.29.08 ISSUED FOR CONSTRUCTION HEAVY CONDUIT SUPPORTS HEAVY CONDUIT SUPPORTS STRUCTURE CONTINUOUS GUTTER 2%,CONNECT TO — AT 48"0.0.CONNECTTO TOP AT48"O.C.CONNECT TO TOP FASCIA NEARESTSTORM DRAIN. SEE CIVIL DWG'S FOR OF FASCIA SEE S-1 FOR CANOPY OF FASCIA 6-112"R.F.FASCIA(ROLL — DETAILSILOCATION — STRUCTURE \ FORMED)WATER TIGHT / GUTTERTODRAIN PVC DRAIN PIPE ROOF PANEL _ VR7ER CONNECTION BY __CANOPYMFR. FOR PRODUCT — r LAND GUTTER ED CONC.FOOLING, PIPING&CONDUiT�8 & :o SEE T&E DWGS.CANOPY SIGN BEE DTL. CANOPY SIGN SEE DTLAG-2 AG-2 CANOPY GUTTER R F0071NG& OVERFLOW SECTION NCHORAGE 06-0428-02 OVERFLOW BEYOND FERNCO COUPLER METAL COVER FITTING W/BAND WRAP FASTENED PM: GARY WENDLEKEN CANOPY CEILING DECK �- CLAMPS TO CANOPY SECTION A-A - DRAWN. RAS ,9 CANOPY CEILING DECK CEILING PANEL —1112"CLEAR OF SUMP SIDE ROLLED FORMED GUTTER ROLLED FORMED GUTTER AG-3 OVERFLOW ISOMETRIC ', 4"DIA.PVC DRAIN SLOPE CANOPY REFLECTED 2%,CONNECT TO NEAREST STORM DRAIN. CEILING PLAN & CANOPY GUTTER AT SEECIVIL OCATIODRWG'S — DETAILS OR DETAILSILOCATION— PLAN * SCALE FASCIA LIGHTING CANOPY FASCIA LIGHTING p DRAIN CONNECTION CANOPY OVERFLOW CANOPY DRAIN PIPE V SCALE: 1/2" = 1'-0" SCALE: 1/2" = 1'-0" 1 o SCALE: 1" = 1'-0" 19 SCALE: 1-112" = T-0" GO SCALE: G