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4 <br />2"2"2" <br />SECURE 2X BLOCKING OVER FLANGE) <br />PREFAB HVAC CURB <br />SCALE: 1 1/2"=1'-0" <br />PREFAB METAL CURB <br />LEVELING CURB (WHERE INSUFFICIENT FOR NAILING, <br />HVAC UNIT <br />GRANULE SURFACED <br />FIBERGLASS CAP SHEET <br />3 PLIES TYPE VI <br />FIBERGLASS PLY SHEET <br />EXISTING WOOD DECK <br />FIBERGLASS BASE SHEET NAILED <br />TO DECK OVER ROSIN SLIP SHEET <br />CAP SHEET FLASHING SHEET <br />2 REINFORCEMENT PLIES SET IN ASPHALT <br />NAIL TO DECK AT 12" O.C. <br />FIBER CANT STRIP W/ 4" LEGS - <br />THRU STEEL/NEOPRENE WASHER <br />FILL CAVITY WITH BATT INSULATION <br />24 GA. G.I. COUNTERFLASHING W/ SCREW <br />1/2" PLYWOOD SKIRTING <br />APPROPRIATE FASTENER <br />4"4" <br />SET IN ASPHALT <br />MAY BE REQUIRED FOR SOLDERING) <br />ISOMETRIC VIEW <br />2 STRIPPING PLIES TYPE VI <br />BED OF ROOF CEMENT (4 LB. LEAD <br />SECURELY TO BOTH SURFACES <br />3" MIN. BUTYL SEALANT TAPE BONDED <br />1" BOND BREAKER TAPE <br />SLEEVE - SET PRIMED FLANGE INTO <br />MIN. 2-1/2 LB. LEAD FLASHING <br />TALL PIPE OR CLOSED PIPELINE <br />ISOMETRIC VIEW <br />SLEEVE DOWN INTO PIPE <br />CRIMP TOP EDGE OF LEAD <br />VENT PIPE PENETRATION <br />MIN. 2-1/2 LB. LEAD FLASHING <br />4"4" <br />SET IN ASPHALT <br />SLEEVE - SET PRIMED FLANGE <br />1 <br />2 STRIPPING PLIES TYPE VI <br />INTO BED OF ROOF CEMENT <br />2 <br />8" <br /> <br />M <br />I <br />N <br />. <br />FIBERGLASS PLY SHEET <br />SHEET NAILED TO DECK <br />FIBERGLASS CAP SHEET <br />OVER ROSIN SLIP SHEET <br />FIBERGLASS BASE <br />EXISTING WOOD DECK <br />GRANULE SURFACED <br />3 PLIES TYPE VI <br />FIBERGLASS PLY SHEET <br />FIBERGLASS CAP SHEET <br />2" <br /> <br />M <br />I <br />N <br />. <br />GRANULE SURFACE <br />3 PLIES TYPE VI <br />SHEET NAILED TO DECK <br />EXISTING WOOD DECK <br />VENT PIPE FLASHING <br />SCALE: 1 1/2"=1'-0" <br />OVER ROSIN SLIP SHEET <br />FIBERGLASS BASE <br />SEALED PIPE FLASHING <br />SCALE: 1 1/2"=1'-0" <br />TOP SEAL OPTION <br />LEAD SLEEVE BY 2" MIN. <br />AND OVERLAPPING TOP OF <br />CRIMPED DOWN INTO PIPE <br />2-1/2 LB. LEAD CAP <br />4" <br />S. S. SCREW CLAMP <br />SLEEVE ABOVE CLAMP <br />FLARE TOP EDGE OF LEAD <br />1 PART URETHANE SEALANT <br />TOP SEAL OPTION <br />4" <br />EXISTING ROOF ASSEMBLY - THOROUGHLY CLEAN, PRIME & DRY <br />PRIOR TO INSTALLATION OF NEW ROOFING MATERIALS <br />NEW (2) PLIES (OR TO MATCH EXISTING) OF FIBERGLASS FELT & <br />CAP SHEET SET INTO INDEPENDENT APPLICATION OF HOT <br />ASPHALT OR GRANULE SURFACED MODIFIED BITUMEN <br />MEMBRANE <br />NEW PLYWOOD SUBSTRATE WHERE OCCURS TO MATCH EXISTING <br />1'-0"1'-0"1'-0" <br />EXISTING ROOF SHEATHING <br />NEW INVERTED CAP SHEET OR FIBERGLASS BASE SHEET (OR TO <br />MATCH EXISTING) SECURED WITH 1"~ CAP HEAD ROOFING NAILS <br />3SCALE: 1 1/2"=1'-0" <br />TIE-IN TO EXISTING ROOF <br />dn <br />ENLARGED SECOND FLOOR CANOPY PLAN <br />SCALE: 1/4"=1'-0"9 <br />±2 <br />0 <br />' <br />- <br />8 <br />1 4" <br />( <br />V <br />. <br />I <br />. <br />F <br />. <br />) <br />8'-0" <br />MCNICHOLS PERFORATED <br />METAL PANELS PER PLAN. <br />EXISTING STOREFRONT <br />TO REMAIN <br />EXTERIOR WALL WITH <br />STUCCO FINISH. SEE <br />EXTERIOR ELEVATIONS. <br />HSS STEEL BEAMS AT <br />4'-0" O.C., MAX. SEE <br />STRUCT. DWGS. <br />EXISTING STOREFRONT <br />TO REMAIN <br />HSS STEEL BEAMS <br />AROUND PERIMETER. <br />SEE STRUCT. DWGS. <br />dn <br />2" DIA. DOWNSPOUT, <br />TERMINATE IN <br />PLANTER BELOW <br />±2 <br />0 <br />' <br />- <br />8 <br />1 4" <br />( <br />V <br />. <br />I <br />. <br />F <br />. <br />) <br />ENLARGED FIRST FLOOR CANOPY PLAN <br />SCALE: 1/4"=1'-0"6 <br />8'-0" <br />ENLARGED FIRST FLOOR CANOPY PLAN <br />SCALE: 1/4"=1'-0"5 <br />EXTERIOR WALL WITH <br />STUCCO FINISH. SEE <br />EXTERIOR ELEVATIONS. <br />SLOPE <br />1/16" / FT. <br />4'-0" <br />5' <br />- <br />6 <br />" <br />HSS STEEL BEAMS <br />AROUND PERIMETER. <br />SEE STRUCT. DWGS. <br />NEW STOREFRONT WINDOWS. <br />SEE EXTERIOR ELEVATIONS. <br />MBCI STANDING SEAM <br />METAL ROOF PER PLAN. <br />MBCI STANDING SEAM <br />METAL ROOF PER PLAN. <br />SLOPE <br />1/16" / FT.24GA. SHEET <br />METAL GUTTER <br />SL <br />O <br />P <br />E <br /> <br />1 <br />/ <br />1 <br />6 <br />" <br /> <br />/ <br /> <br />F <br />T <br />. <br />2" DIA. DOWNSPOUT, <br />PAINT TO MATCH <br />ADJACENT WALL COLOR <br />EXISTING STOREFRONT <br />TO REMAIN <br />EXTERIOR WALL WITH <br />STUCCO FINISH. SEE <br />EXTERIOR ELEVATIONS. <br />HSS STEEL BEAMS <br />AROUND PERIMETER. <br />SEE STRUCT. DWGS. <br />EXISTING STOREFRONT <br />TO REMAIN <br />2" <br /> <br />M <br />I <br />N <br />. <br />8" <br /> <br />M <br />I <br />N <br />. <br />2" <br />2"2"2" <br />4" <br />SLOPE <br />SEALANT <br />ELASTOMERIC <br />CAP SHEET FLASHING SHEET <br />1" HEAD NAIL AT 6-8" O.C. <br />GRANULE SURFACED <br />TO DECK OVER ROSIN SLIP SHEET <br />FIBERGLASS BASE SHEET NAILED <br />EXISTING WOOD DECK <br />FIBERGLASS CAP SHEET <br />FIBERGLASS PLY SHEET <br />3 PLIES TYPE VI <br />FLASHING MEASURES LESS THAN 2" <br />AT THE VERTICAL PORTION, INSTALL <br />INSTALL 24 GA. G.I. COUNTERFLASHING <br />INSERT USING SCREW THRU STEEL/ <br />NEOPRENE WASHER AT 12" O.C. <br />WHERE NO COUNTERFLASHING EXISTS, <br />OR WHERE INTEGRAL UNIT COUNTER- <br />COUNTERFLASHING INSERT <br />PROVIDE LEVEL SURFACE AND 8" MIN. HEIGHT <br />UNIT COUNTERFLASHING - SEE INSET ABOVE <br />NAIL TO CURB AND/OR DECK AT 12" O.C. <br />FIBER CANT STRIP W/ 4" LEGS - <br />2 REINFORCEMENT PLIES TYPE IV SET IN ASPHALT <br />SEAL TOP EDGE OF BASE FLASHING WITH ROOF CEMENT <br />2X10 WOOD CURB TAPERED AS NEEDED TO <br />8TYPICAL EQUIPMENT CURB <br />SCALE: 1 1/2"=1'-0"CLIENT: <br />SUBMITTAL <br />al <br />l <br /> <br />i <br />d <br />e <br />a <br />s <br />, <br /> <br />d <br />e <br />s <br />i <br />g <br />n <br />s <br /> <br />a <br />n <br />d <br /> <br />p <br />l <br />a <br />n <br />s <br /> <br />r <br />e <br />p <br />r <br />e <br />s <br />e <br />n <br />t <br />e <br />d <br /> <br />b <br />y <br /> <br />t <br />h <br />i <br />s <br /> <br />d <br />r <br />a <br />w <br />i <br />n <br />g <br /> <br />a <br />r <br />e <br /> <br />t <br />h <br />e <br /> <br />e <br />x <br />c <br />l <br />u <br />s <br />i <br />v <br />e <br /> <br />p <br />r <br />o <br />p <br />e <br />r <br />t <br />y <br /> <br />o <br />f <br /> <br />B <br />S <br />B <br /> <br />d <br />e <br />s <br />i <br />g <br />n <br />, <br /> <br />i <br />n <br />c <br />. <br /> <br />a <br />n <br />d <br /> <br />s <br />h <br />a <br />l <br />l <br /> <br />n <br />o <br />t <br /> <br />b <br />e <br /> <br />r <br />e <br />p <br />r <br />o <br />d <br />u <br />c <br />e <br />d <br /> <br />i <br />n <br /> <br />w <br />h <br />o <br />l <br />e <br /> <br />o <br />r <br /> <br />i <br />n <br /> <br />p <br />a <br />r <br />t <br /> <br />w <br />i <br />t <br />h <br />o <br />u <br />t <br /> <br />t <br />h <br />e <br /> <br />e <br />x <br />p <br />r <br />e <br />s <br />s <br /> <br />p <br />r <br />i <br />o <br />r <br /> <br />w <br />r <br />i <br />t <br />t <br />e <br />n <br /> <br />p <br />e <br />r <br />m <br />i <br />s <br />s <br />i <br />o <br />n <br /> <br />o <br />f <br /> <br />s <br />a <br />i <br />d <br /> <br />a <br />r <br />c <br />h <br />i <br />t <br />e <br />c <br />t <br />s <br />, <br /> <br />a <br />n <br />y <br /> <br />u <br />n <br />a <br />u <br />t <br />h <br />o <br />r <br />i <br />z <br />e <br />d <br /> <br />r <br />e <br />u <br />s <br />e <br /> <br />o <br />f <br /> <br />t <br />h <br />e <br />s <br />e <br /> <br />p <br />l <br />a <br />n <br />s <br /> <br />o <br />t <br />h <br />e <br />r <br /> <br />t <br />h <br />a <br />n <br /> <br />f <br />o <br />r <br /> <br />t <br />h <br />e <br /> <br />p <br />r <br />o <br />j <br />e <br />c <br />t <br /> <br />a <br />n <br />d <br /> <br />l <br />o <br />c <br />a <br />t <br />i <br />o <br />n <br /> <br />s <br />h <br />o <br />w <br />n <br /> <br />i <br />s <br /> <br />p <br />r <br />o <br />h <br />i <br />b <br />i <br />t <br />e <br />d <br />. <br />JOB NO. <br />DATEREVISION <br />SHEET TITLE <br />SHEET NO. <br />08.08.2023PLANNING SUBMITTAL <br />SA <br />N <br />T <br />A <br /> <br />A <br />N <br />A <br />, <br /> <br />C <br />A <br /> <br />9 <br />2 <br />7 <br />0 <br />5 <br />21 <br />3 <br />0 <br /> <br />E <br />. <br /> <br />4 <br />T <br />H <br /> <br />S <br />T <br />. <br /> <br /># <br />2 <br />0 <br />0 <br />OL <br />I <br />V <br />E <br /> <br />C <br />R <br />E <br />S <br />T <br /> <br />- <br /> <br />O <br />F <br />F <br />I <br />C <br />E <br /> <br />T <br />I <br />CM220584.00 <br />21 <br />3 <br />0 <br /> <br />E <br />. <br /> <br />4 <br />T <br />H <br /> <br />S <br />T <br />. <br />SA <br />N <br />T <br />A <br /> <br />A <br />N <br />A <br />, <br /> <br />C <br />A <br /> <br />9 <br />2 <br />7 <br />0 <br />5 <br />CL <br />I <br />E <br />N <br />T <br />: <br />PR <br />O <br />J <br />E <br />C <br />T <br />: <br />OL <br />I <br />V <br />E <br /> <br />C <br />R <br />E <br />S <br />T <br />1ST PC SUBMITTAL - BUILDING <br />PLAN CHECK RESUBMITTAL <br />02.08.2024 <br />PLAN CHECK RESUBMITTAL 09.09.2024 <br />970 W. 190TH. ST., SUITE 250, TORRANCE, CA 90502 <br />O: 310.217.8885 <br />BSBDESIGN.COM <br />A PLAN CHECK CORRECTIONS 09.09.2024 <br />A <br />A804 <br />ROOF DETAILS <br />REN. 11/30/25DIGITAL <br />SIGNATURE <br />9-9-2024 <br />2130 E 4th St <br />2/11/2025