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0.92" ----I'l -1.500-' 976".516" <br />5610 OUTSIDE -1 rNSIDE <br />= 4216" T>r T N -Ii-Il-0.750 <br />2 .1871_ / |2.464" ,#10 SCREWS <br />.-Im.-T 1Z-7 u;r---- 2 6.O/c <br />' 9 SEE DETAIL DU , ·55 1/Q 1/42, 1.114" SEE DETAIL D -1--=.1.767- 4 .1 * 1\/55 1 <br /> 1 TYP.-41.137" I •SEE DETAIL B- .6.00" -2,50012.06- <br />ATTACH TO TOP OF HEADER BEAM AS PER TABLES 4.9 OR 4,10 -2.10 <br />2.5'x6' SUPER SIX PANEL OR ATTACH PER STRUCTURAL FASCIA DETAILS <br />t = 0.018' 3004H36 <br />t >0.018' 3004H34 2,5)<12" MARK X ALUMINUM PANEL -1-¥·-0,018'-0.032'3004 H36 <br />0,036'3004 H34 0.718 - <br />2.OCO <br />R=.125R=.1250 <br />R= 0.15"0,--1.4500 <br />.50 <br />/ 1.654" \,1.1 <br />1.1 <br />0.992 0.87 <br />10,250-g¥--+--RO,15: <br />0,350 - 1--0.295 <br />2,000 <br />1 IN ./N <br />/ - 0- 0,525 1-* 1.060 [- <br />SEE -J <br />DETAIL D , 6,000 <br />2'x6' FLAT PANEL <br />t = 0.018' 3004H36 ALUMINUM <br />t > 0.018' 3004H34 ALUMINUM <br />r #8>de SHEET METAL SCREWS @ 3' 0/C <br />L 1 450"1.625 <br />.876", 7 <br />-7 TYP. -/55 12' <br />1,625 <br />- -0,125 <br />6,500 - 1 <br />1.625 <br />- ) 0.316 <br />1,625 <br />- - 0,036 <br />-RO.125 <br />0.363 <br />'5 , , F RO,125 OF-ESS/c <br />1.958 <br />97 6, <br />-I SEE <br />DETAIL B <br />11391 <br />- 18'- SIX #14 SDS <br />T 90 0 o-i-4 o CENTERLINE <br />r.5. rfp. 41 ON EACH SIDE <br />-M OF SPLICE <br />6.50'5.5"loggolo o <br />5f •--4 -S SPUCE UNE <br />- 9,--- <br />OCT 20 2011 3 - #14 SMS <br />ON EACH SIDE <br />OF SPUCE - <br />ROLLFORMED HEADER SPLICE <br />(3004-H34 ALUM. ALLOY) <br />3.00 <br />©6 1/2" ROLLFORMED FASCIA 3004H34 ALLOY <br />- #10 SMS <br />@ 6' 0/C <br />-*-- 0.0750 <br />1,000 1 1 <br />0.641 <br />/ ROLLFORMED HEADER-ELDETAIL E SEE TABLE4-0.0600 .-R= 0.08"4.9 OR 4.10 <br />3. 00 <br />3.090 <br />SEE -' <br />0.516" <br />OUTSIDE-1 '- <br />0.125' <br />112 trt L R= 0.20 <br />- 2.,06: TYP. <br />< .R= 0.100 \TYP. <br />0 <br />0.25 <br />1.O3f <br />6.00 <br />2.00 <br />DETAIL B *. <br />1.250" / <br />6.00 <br />12.00" <br />>1 <br />1 ,/@FEW /0/@Z404;El- Pj .*@51A A•17 <br />mt d 411* <br />· 22 61 WPL <br />4 - v L <br />% <br />4,656 <br />G\NEER <br />E p. 1 1 0 <br />40.16231 <br />/ ¢A 1-;1111 <br />t= 0.036" ROLL FORMED 1 <br />HEADER SPUCE, TIGHT I <br />m INSIDE OF HEADER, 2 4.04390 EACH SIDE OF <br />SPUCE.CALIFORNIA FASCIA <br />3 - #1*bm (6063-T6 ALUM. ALLOY) <br />ON EACH SID <br />OF SPUCE <br />)A . <br />9 'v12' 'W' PANEL 0,018' 3004H36 ALUMINUM <br />1018' 3004H34 ALUMINUM NOV 5 2C ]2 >v», 4r--152'' C' 9§*.2296DireS, 9/30120ICC ESR 1398 (2009 IBC) 10/11/2011 Page 44 of 60 Engineer s Stamp <br />I5:42 <br />alnermlax 5208 TENNYSON PARKWAY <br />SUITE 100BUILDING PRODUCTS, INC.PLANO, TEXAS 75024 <br />ORAA,N Em nPE: <br />BEJ/CP <br />SCALE:NAME: <br />NTS Component Parts & Connection Details <br />FILE#:SHEET: <br />CD01-2009 1 of 9 <br />-R= 0.2"