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CONCRETE PANEL <br />0 <br />d <br />GALV. STEEL WALL PL./BRACKET <br />DIM. Pf. <br />CONTINUOUS SEALANT <br />a <br />PROJECTEDKNIFE PL, PER <br />NEOPRENE WASHERED FASTENERS <br />AT 12' O.C. <br />GALVANIZED CORRUGATED <br />RAIN ® I <br />GALVANIZED CORRUGATED METAL <br />GALVANIZED CORRUGATED METAL <br />24 GA GALV METAL <br />BASHING. PAINT <br />METAL DECKING. PAINT <br />5'x5' 'L' SIDEWALL <br />NEOPRENE WASHERED <br />FASTNERS AT 12" O.C. <br />24 GA. GALV METAL <br />DECKING. PAINT <br />DECKING. PAINT <br />NEOPRENE WASHERED FASTNERS <br />FLASHING (DASHED) <br />GALV. SURFACE <br />d <br />a <br />FLASHING. PALM O <br />SIDEWALL FLASHING BEYON <br />5'x5° °L° SIOEWALL FLASHING <br />AT 12" 0 C <br />BEHIND CAP FLASHING <br />REGLET. <br />PAINT ALL CAN <br />STEEL STRUT ROD THREADED <br />13'-0' A.F.F. <br />(DASHED) <br />COMPONENTS <br />INTO TURNBUCKLE AND CLEVIS <br />PINS EACH END PER <br />- - - - _ _ _ _ - - _ <br />U. III 101MR <br />----- <br />_A <br />_ <br />STRUCTURAL <br />c <br />GALVANIZED TUBE STEEL ACCENT <br />FRAME, PER STRUCTURAL <br />-- <br />EXTEND <br />2" <br />lip <br />OVERFLOW <br />CONTOURED FOAM CLOSURE <br />% <br />-" <br />d PAST SIIIEWALL <br />- - - - - - <br />- - <br />- - - - <br />12'-0" A.F.F.=- <br />FRAMING <br />(BEYON <br />20 GAL, METAL GUTTER. <br />d <br />GALVANIZED STEEL CHANNEL, <br />SEE STRUCTURAL DRAWING FOR <br />CANOPY COVER ABOVE <br />SEE STRUCTURAL DRAWING <br />PAINT <br />a <br />PER STRUCTURAL <br />SUB STRUCTURE. <br />FOR SUB STRUCTURE. <br />2'x3 1/2" OVERFLOW <br />THROUGH SIDE WHERE <br />d <br />5 <br />a <br />DOWNSPOUT IS LOCATED. <br />3" DIA. DOWNSPOUT AT <br />(1) END PER ROOF PLAN <br />a <br />- <br />_ -_- <br />LEADING EDGE OF <br />ENTRY CANOPY <br />SIDEWALL AT ENTRY CANOPY <br />GUTTER <br />AT ENTRY CANOPY <br />TURNBUCKLE AT <br />ENTRY CANOPY <br />Scale: 1 1/2"=1'-0" <br />2 Scale: 1 1/2"=1'-0" <br />3 Scale: 1 <br />1/2"=1'-0" <br />4 Scale: 1 1/2"=1'-0" <br />1/8' GALV. STEEL PLATE OVER <br />SINGLE PLY ROOFING ON <br />P.C. PANEL <br />d <br />u <br />SEALANT AND BACKER <br />NOTE MAIN ROOF DRAIN TO BE TOP OF DRAIN. <br />RIGID INSULATION ON <br />CONTINUOUS SEALANT <br />ROD AT PERIMETER OF <br />IN SUMP AS DEPICTED FOR ROOF <br />DRAINAGE TO FUNCTION AS <br />OVERFLOW DRAIN MIN. 2" ABOVE <br />( <br />METAL ROOF DECK. <br />SEE STRUCTURAL FOR <br />AROUND OPENING <br />NOTE SCUPPER <br />1 <br />Q <br />a <br />FLANGE <br />DESIGNED. ROOF LAYERS <br />MAIN DRAIN SUM? <br />ROOF STRUCTURE <br />PRE PRIMED <br />DESIGN & INSTALLATION <br />ZURN °Z-199' POLISHED <br />L5 <br />EXAGGERATED FOR CLARITY. <br />FRAMING. <br />24 GA. METAL <br />TO MEET SMACNA <br />_ <br />NICKEL BRONZE BODY <br />a <br />ROOF DRAIN. SEE CIVIL <br />SCUPPER <br />DESIGN STANDARDS <br />OVERFLOW DRAIN <br />OVERFLOW OUTLET, OR <br />DRAWINGS FOR TIGHTLINE. <br />(8"h x 1'-4"w) <br />8' <br />PANEL WIDTH <br />LINE. SEE <br />APPROVED EQUAL <br />a <br />1'-8' <br />(PAINT) <br />MECHANICALDRAWINGS <br />SEE STRUC <br />RAL <br />d <br />d <br />RUN ROOFING <br />INTO DRAIN <br />88 <br />FLASHING STRIP W <br />�n UU <br />HOT AIR WELD <br />4 <br />N <br />TILT -UP CONCRETE <br />� <br />c <br />d <br />PANEL, PAINT <br />d <br />N <br />PROVIDE ix6' CEDAR <br />a d <br />FRAME AROUND 2'-0" x <br />a <br />d <br />d <br />2'-0° x 1'-0° DEEP <br />TOP OF FRAMING <br />i <br />fD <br />d <br />WASHED PEA GRAVEL AT <br />BASE OF EACH OVERFLOW <br />LOW POINT <br />FRAME BOX TO PLACE <br />6b GALV, STEEL (26a <br />DRAIN. (TYP. OF SIX <br />a <br />O <br />OVERFLOWUMDRAIN ABOVE <br />GA.) DOWNSPOUT <br />I H F <br />LOCATIONS) <br />'n <br />(TIGHTiINE TO STORK <br />o <br />M) (PAINT) <br />d <br />d <br />O <br />PROVIDE INSULATED OVERFLOW TO DOWNSPOUT <br />PIPE WRAP TOP 3'-0' NOZZLE THROUGH EXTERIOR <br />N <br />4 <br />4 <br />a <br />OF MAIN DRAIN LINE. <br />WALL PANEL SEE EXTERIOR <br />a <br />4 a <br />ELEVATIONS & DETAIL 9/A4.3 <br />TOP OF MING <br />° ° <br />° ° <br />SCUPPER <br />BOX <br />/ DOWNSPOUT <br />ROOF DRA <br />N WITH <br />VERFLOW <br />DRAIN <br />n <br />OVER LOW DRAIN <br />NOZZLE <br />Scale: 1 1/2"=1'-0" <br />Scale: <br />3"=1'-0" <br />Scale: 1 1/2"=1'-0" <br />N � <br />n <br />F <br />tC <br />as <br />� <br />N <br />U <br />p C <br />N <br />N <br />a� <br />a uW <br />U <br />L <br />W <br />U <br />fn <br />U <br />Co <br />co <br />Q <br />� <br />J <br />w <br />Q <br />Co <br />`o <br />(a <br />a' <br />m <br />C <br />E c <br />o <br />O° <br />3 <br />z vim <br />U] <br />Q N <br />w <br />N <br />-� <br />N <br />Q <br />U <br />m <br />Q �o <br />0 <br />N <br />UJ <br />N <br />N <br />N N <br />m <br />N <br />U J <br />Q <br />W <br />w In <br />J <br />J <br />F0 <br />Q <br />F— <br />W <br />N <br />— {W- <br />Q <br />C <br />L <br />N <br />2 <br />N <br />w <br />u <br />p <br />U m <br />w <br />O <br />w <br />Z <br />Q <br />�g <br />ZQ <br />J <br />Q" <br />sheet <br />J <br />W <br />N <br />A4.3 <br />