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DETAIL 11 f "W-l GRADE PERIMETER MEMBER DETAIL 12 ,"W- f MATCH SlOPE AND ,/ EXTRUSION SIZE AND SPACING fOR RISER WALL BELOW J r SEE TABLE 2 fOR "H" J , DEl AIL 11 TYP. DETAIL 12 TYP, TYPICAL FLAT ROOF ELEVAllON TYPICAL MANSARD ROOF ELEVAllON SCREEN TYPICAL ALUMINUM BEAM SEE TABLE 1 PERIMETER WALLS AND fRAMING SIZES REfER TO TABLE 1 AND TABLE 2 "'" C-l7 ALUMINUM BEAMS S"/va SEE TABLE 1 S,.~ VC~ '?c PERIMETER WALLS FRAMING SIZES TABLE 1 AND 2 ALUMINUM BEAM TYP. TABLE 1 ALUMINUM COLUMNS TV? SCREEN TYPICAL ALUMINUM COLUMNS TYP. SEE TABLE 2 SCREEN GRADE DETAIL 13 1" x 2" TYP. TYPICAL DOME ROOF ELEVAllON TYPICAL GABLE ROOF ELEVAllON C-l7s "/va s~ ,,' l,clV, '?c RISER WALL ALUMINUM BEAM SEE TABLE 1 PERIMETER WALL FRAMING SIZES TABLE 1 AND 2 CONCRE TE SLAB AND fOOTING TYPICAL SCREEN TV?, PERIMETER WALL FRAMING SIZES TABLE 1 AND 2 CONCRETE SLAB AND fOOTING TYPICAL 1" x 2" TYP. ALUMINUM COLUIoNS TYP, SEE TABLE 2 1" x 2" TYP. 1" x 2" TYP, TYPICAL FLAT ROOF ISOMETRIC TYPICAL MANSARD ROOF ELEVA llON NOTES: "W- = SCREEN PANEL SPACING "l" = MAXIMUM BEAM SPAN WITHOUT KNEE BRACE. ADO HORIZONTAL LENGTH Of' KNEE BRACE TO SPAN fROM TABLES, "H" = MAXIMUM UPRIGHT HEIGHTS "SW- = SIDE WALLS CAN BE fRAMED WITHOUT TOP BEAM AND CAN BE SMALLEST EXTRUSIONS ALLOWED BY SPAN TABLES I h ~ / / / / / , , , , ANGLES MAY BE SUBSTlTUTtD fOR V-CHANNELS 1 1/2"x 2"x 0.06"x BEAM HT. U-CHANNEL "B" ATTACHES TO ./ 2"x ___ 5MB W/ (4) EA. 3/8" i' LAG SCREWS IN WOOD OR (3) 1/4" ANCHORS IN CONC, fRONT WAL4 DOME ROOF, SCREEN ENClOSURE 110 SMS 0.135" PLATE OUT ON 45' ANGLE 1/8"x 1-1/2"x 8" f'LAT BAR : ' . r-- ~ EYE-BOLT C.P. OR 5.5. ___ . --- fOR CABLE TENSION PERIMETER fRAMING MEMBER -- 1750 LB. STAINLESS STEEL NOTE: (1) PAIR Of' CABLES REQUIRED fOR EACH 300 SQ. FT. Of' WALL AREA CANTILEVER CONNECllON DETAIL 2"x2"xO.06"x___ LONG ANGLES "A" TO f'ASCIA W/ 2-3/8" LAG SCREWS AT EACH ANGLE EXISTING ANGLE ALUMINUM COlUMNS TYP. SEE TABLE 2 TYPICAL DOME ROOF ISOMETRIC TYPICAL GABLE ROOF ISOMETRIC PERIMETER WALL MEMBERS PURLlNS AND CHAIR RAILS TO BE SIZED PER TABLE 1 AND TABLE 2 DETAIL BELOW 2" x d 5MB TABLE 1 THIS MEMBER SHOULD BE THE SAME SIZE AS DOv.N MEMBER 2" x d 5MB TABLE 1 "A" = WlDTl-i REQUIRED fOR GUTTER "B" = OVERHANG DIMENSION MS- _ CANTILEVERED KNEE BRACE DETAIL 11 TYPICAL CABLE CONNECTION AT CORNER 110 x 3/4" SMS 0 3/4" D.C. JOO NAME: ADDRESS: NOTCH ANGLE (OPTIONAL) 2" 5MB 3-1/2" CONCRETE SlAB (TYPICAL) (2) 1/4" OR (1) 3/8" MASONRY FASTENERS 2" I-CHANNEL OR U-CHANNEl 2"x 2"x 0.06"x 9" ANGLES "A" ATTACH TO 2")(___ 5MB w/ (4) 110x 3/4" SMS 0 EACH ANGLE EACH SIDE CANTILEVER CONNECllON ENLARGED MUST REMAIN fOR ANGLE STRENGTH DET AlL 12 TYPICAL CABLE CONNECTION AT SlAB 2- x 2- AND 2- x J- KNEE BRACE CONNECllON DETAIL DRAWING FOR ONE PERMIT ONLY Vi ii~ :e 0" ~I lI2C ~~ !~ ~a "'~ :~ ~5 1IIll! ~~ ~.... ~~ .: 2 "'c ~ ~~ '" .", 0 o~ ~ j e9~ ~ l:J .0. ~ ~ ;j~ 8 ~ ~~~ ~ ::r ,,::18 - ... 9h j ~; li"'a ~ Sa ~ III r= ...l:J ~~ii ~ ~~ 00111 ;'\. ~!4il! ~d~ 15 ~ 1II~g: CD oj o'i to o o lt1 lt1 , NU) ~o ~g - r-8~l'11 .. v v l'1 I v ~ l'1,ONr- r-U)VCXl ~tOotOll'11 ~8:gr-~~8 ~Ill o""""f'-OCO 0"'G:~ to' _to ",.1- ~~~'-"~~-a ::I:tO.5u'-'-8g . . In a x'C'- ~~~&~~~ ~ ALUIoIINC:IoI (/J UJ ex: ::> (/J o ..J o Z UJ Z UJ UJ ex: o (/J l~~ 5 u ... z '" 2 '" & ~. oJ ..,1::: !:\;! . ~ ~ i~~ '" 2~,.!. tJ :ltie~ z ~~..~ " "'~ ~ g I~ j q~ ~ iJ ... 0:: .... SHEET , 4J OF ~