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p <br />.4 <br />=I <br />T.O. M� <br />TYF <br />TYP. (8" <br />NOTE: <br />CONTRACTOR TO ALIGN <br />HEIGHT OF DRIP EDGE, <br />COPING AND FINISHES <br />WITH ADJACENT CANOPIES <br />B.O. BEAM <br />h FI = l'),-o" A F F <br />B.O. CANOPY <br />1 PARAPET DETAIL <br />SCALE: 1 i/2" r 1'-D" <br />�1CANOPY DETAIL <br />FLASHING DETAIL <br />SOLDER, <br />SIGN TYP, <br />SECTION A -A <br />SECTION B-B <br />SECTION C-C <br />SOLDEI, <br />TYP. <br />DE7AIL 2 <br />EL.- 11-4" A <br />T.O. MASONR <br />FLASHING DETAILS. <br />NOT TO SCALE NOT TO SCALE <br />ELEVATION <br />SECTION. <br />2 PARAPET DETAIL <br />PLUMBING VENT DETAIL. <br />SCALE: 1 1/2' - 1'-0' <br />INSTALLATION <br />INSTRUCTIONS <br />TYPICAL PARAPET <br />FLASHING DETAIL <br />ROOFTOP UNIT, <br />REFER TO <br />MECHANICAL <br />SPECIFICATIONS <br />P.T. WOOD <br />NAILER, CONT. <br />z <br />RIGID INSULATION AT <br />PERIMETER OF CURB <br />1/2" PIA. THRU BOLTS <br />AT 24" O.C. (3) BOLTS <br />REQUIRED PER EACH <br />SIDE OF UNIT. REFER TO <br />STRUCTURAL DRAWINGS — <br />ROOF OPENING <br />VERIFY W/ MFR. <br />EQUIPMENT SCREEN DETAIL <br />FASTEN RTU UNIT TO CURB WITH (1) ZINC <br />COATED, 1/4-14 X 6" HWH SELF -DRILLING SCREW <br />WITH A #3 DRILL POINT (BUILDEX OR EQUAL), <br />SPACED 18" O.C. MAXIMUM. PROVIDE AT ALL FOR <br />SIDES OF UNIT. REFER TO STRUCTURAL DRAWINGS <br />ROOF CURB, REFER TO MECHANICAL DRAWINGS FOR <br />EQUIPMENT SPECIFICATIONS <br />SINGLE -PLY MEMBRANE <br />NEAT WELDED SEAM <br />SINGLE -PLY MEMBRANE ROOFING <br />ROOF INSULATION <br />DMETAL <br />RAW NGS <br />ROOF DECK, REFER TO STRUCTURAL <br />STEEL ANGLE SUPPORT <br />FRAME, REFER TO <br />STRUCTURAL DRAWINGS <br />ANGLE SEAT, REFER TO <br />STRUCTURAL DRAWINGS <br />ROOF JOIST, REFER TO <br />STRUCTURAL DRAWINGS <br />NOTES: <br />AT LEAST ONE SIDE OF THE ROOF OPENING SHALL BE SUPPORTED BY A ROOF FRAMING MEMBER <br />THE ROOF CURBS MAY BE WITHOUT INSULATION. TOP OF ROOF CURB SHALL BE INSTALLED LEVEL, <br />SHIMMED FROM BENEATH SO TOP OF CURB HEIGHT WILL BE AS STATED IN FBC-BUILDING TABLE 1522.3 <br />ABOVE ROOF SURFACE, <br />NOTE: NOTE: <br />REFER TO STRUCTURAL ROOF FRAMING PLAN REFER TO STRUCTURAL DRAWINGS FOR <br />FOR ASSOCIATED STRUCTURAL DETAILS FASTENING METHODS AND SPECIFICATIONS <br />TYPICAL ROOFTOP <br />UNIT CURB DETAIL. <br />CONDENSING UNIT <br />BY OTHERS, UNDER <br />SEPARATE PERMIT - <br />REFER TO SWEET AO.3 FOR KEYNOTE SCHEDULE <br />TO THE FULLEST EXTENT POSSIBLE, COMPONENTS OF <br />THE WALL SECTIONS WILL BE MARKED AS 'TYPICAL' <br />(TYP.). WHERE 50, KEYED NOTES WILL NOT BE <br />DUPLICATED FOR COMPONENTS OF LIKE KIND. SHOULD <br />THE CONTRACTOR REQUIRE CLARIFICATION OF ANY <br />SUCH COMPONENT, A REQUEST FOR INFORMATION (RFI) <br />SHALL BE SUBMITTED TO THE ARCHITECT PRIOR TO <br />BID <br />nPARAPET DETAIL <br />NOTE: <br />REFER TO STRUCTURAL DRAWINGS FOR ALL <br />FASTENING REQUIREMENTS OF STAND TO ROOF <br />STRUCTURE AND CONDENSING UNIT TO STAND <br />THE CONDENSING UNIT SHALL BE PROVIDED BY <br />OTHERS UNDER SEPARATE PERMIT (TENANT <br />FINISH -OUT). CONNECTIONS FOR THE CONDENSING <br />UNIT TO STAND SHALL BE SPECIFIED IN THEIR <br />PERMIT DOCUMENTS BASED ON ACTUAL UNIT TO <br />BE PROVIDED AND INSTALLED <br />ROOF SURFACE — <br />STEEL CHANNEL STAND BASE, <br />REFER TO STRUCTURAL DWGS. <br />SIDE ELEVATION <br />STEEL CHANNEL STAND BASE BELOW, <br />REFER TO STRUCTURAL DWGS. <br />NOTE: <br />REFER TO STRUCTURAL ROOF <br />FRAMING PLAN FOR ASSOCIATED <br />STRUCTURAL DETAILS <br />CONDENSING UNIT <br />BY OTHERS, UNDER <br />SEPARATE PERMIT ---,I <br />----------- -- -j <br />6" L 1, 6" <br />PLAN VIEW <br />A 1,02 <br />TYPICAL SCUPPER DETAILS. <br />SCALE: 1 1/2' - 1'-0" <br />CONDENSING RACK DETAILS <br />SCALE: 3/4' - I'-0" <br />