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CONCRETE PANEL <br /> n <br /> GALV.STEEL WALL PL./BRACKET DIM.PT. <br /> NEOPRENE WASHERED FASTENERS CONTINUOUS SEALANT a w/PROJECTED KNIFE PL,PER <br /> GALVANIZED CORRUGATED STRUCT. PAINT <br /> AT 12"O.C. 24 GA.GALV METAL METAL DECKING.PRIM NEOPRENE WASHERED 0 0 <br /> GALVANIZED CORRUGATED METAL GALVANIZED CORRUGATED METAL <br /> FLASHING. PAINT 5'x5''L'SIDEWALL FASTNERS AT 12"O.C. <br /> 24 GA.GALV METAL DECKING.PAINT DECKING.PAINT FLASHING(DASHED) <br /> NEOPRENE WASHERED FASRJERS GALV.SURFACE a <br /> FLASHING.PAINT SIDEWALL FLASHING BEYON 5'x5""L'SIDEWALL FLASHING BEHIND CAP _GA PAINT ALL CANOPY <br /> O AT 12"O.C. REGLEf. STEEL STRUT RODKLE THREADED <br /> 13'-0'A.F.F. (DASHED) COMPONENTS INTO TURNBUCKLE AND CLEVIS <br /> ------_---_ PINS EACH END PER NN <br /> STRUCTURALU. III 101MR <br /> z z_----I <br /> ° GALVANIZED TUBE STEEL ACCENT <br /> �i FRAME,PER STRUCTURAL � <br /> -- EXTEND °a <br /> OVERFLOW2" t C <br /> c <br /> CONTOURED FOAM CLOSURE ✓''_„ A PAST SI EWALL —————— —————— <br /> 12'-0"A.F.F. FRAMING a a <br /> 20 GALV.METAL GUTTER. d (BEYON <br /> GALVANIZED STEEL CHANNEL, SEE STRUCTURAL DRAWING FOR CANOPY COVER ABOVE SEE STRUCTURAL DRAWING PAINT a <br /> PER STRUCTURAL SUB STRUCTURE. �7 FOR SUB STRUCTURE. 2"x3 1/2"OVERFLOW <br /> THROUGH SIDE WHERE <br /> o a DOWNSPOUT IS LOCATED. <br /> 3"DIA.DOWNSPOUT AT a U N <br /> (1)END PER ROOF PLAN <br /> N$ <br /> LEADING EDGE OF ENTRY CANOPY SIDEWALL AT ENTRY CANOPY GUTTER AT ENTRY CANOPY TURNBUCKLE AT ENTRY CANOPY <br /> Scale: 1 1/2"=1'-0" 2 Scale: 1 1/2"=1'-0" 3 Scale: 1 1/2"=1'-0" 4 Scale: 1 1/2"=1'-0" <br /> 1/8'GALV.STEEL PLATE OVER SINGLE PLY ROOFING ON P.C. PANEL SEALANT AND BACKER <br /> NOTE: MAIN ROOF DRAIN TO BE TOP OF DRAIN. RIGID INSULATION ON CONTINUOUS SEALANT ROD AT PERIMETER OF a <br /> IN SUMP AS DEPICTED FOR ROOF METAL ROOF DECK. AROUND OPENING Q 4 FLANGE uW <br /> DRAINAGE TO FUNCTION AS OVERFLOW DRAIN MIN.2"ABOVE NOTE SCUPPER 1 <br /> ( SEE STRUCTURAL FOR k <br /> � DESIGNED. ROOF LAYERS MAIN DRAIN PRE PRIMED DESIGN&INSTALLATION i ZURN'Z-199'POLISHED <br /> SUM? ROOF STRUCTURE <br /> L5 EXAGGERATED FOR CLARITY. FRAMING. 24 GA. METAL TO MEET SMACNA i _ NICKEL BRONZE BODY <br /> a ROOF DRAIN. SEE CIVIL SCUPPER DESIGN STANDARDS OVERFLOW DRAIN OVERFLOW OUTLET,OR <br /> DRAWINGS FOR TIGHTUNE. (8"h x 1'-4"w) 8• LINE. SEE APPROVED EQUAL <br /> (PAINT) EL <br /> RAL MECHANICAL DRAWINGS 4 ° <br /> RUN ROOFING 88 FLASHING STRIP IN <br /> INTO DRAIN HOT AIR WELD <br /> 4 a TILT-UP CONCRETE a c <br /> PANEL, PAINT d N <br /> PROVIDE ix6'CEDAR <br /> a a 4 FRAME AROUND 2'-0"x <br /> 4 2'-0"x 1'-0'DEEP <br /> TOP OF FRAMING i fD d WASHED PEA GRAVEL AT <br /> LOW POINT 4 BASE OF EACH OVERFLOW <br /> ° FRAME BOX TO PLACE 6"0 GALV,STEEL(26a DRAIN.MP.OF SIX L <br /> a o SVEVIRP OW DRAIN ABOVE A. DOWNSPOUT FINISH F LOCATIONS) <br /> 0 <br /> (TIGHTQINE TO STORI& <br /> 4 o PROVIDE INSULATED OVERFLOW TO DOWNSPOUT 4 M)(PAINT) 4 4 <br /> PIPE WRAP TOP 3'-0' NOZZLE THROUGH EXTERIOR W <br /> OF MAIN DRAIN LINE. WALL PANEL SEE EXTERIOR a 4 a <br /> ELEVATIONS&DETAIL 9/A4.3 t1kTOP OF <br /> n ROOF DRAIN WITH VERFLOW DRAIN 8 SCUPPER BOX DOWNSPOUT 9 OVERFLO DRAIN°NOZZLE ° Co <br /> Scale: 1 1/2"=1'-0' Scale: 3"=1'-0" Scale: 1 1/2"=1'-0" rn <br /> p <br /> J w <br /> w <br /> Q U) <br /> `o (a a' <br /> ♦, L U) <br /> C6 0 <br /> m O° <br /> E co <br /> z GA Co <br /> � QN <br /> w N <br /> - � <br /> Q N <br /> m <br /> Q �o <br /> U <br /> N <br /> UJ N <br /> N N <br /> N m <br /> Qy F 3 <br /> KI U w <br /> �y J <br /> N Q <br /> W w In <br /> J J F $ <br /> E Q W N <br /> F— :1 — F <br /> W 7 <br /> 2 w <br /> (/) W w <br /> u UEn <br /> Se <br /> Z Q Qo <br /> i J sheet Q <br /> W <br /> N A4.3 <br />