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m <br /> � Shown with Soff-LNe <br /> fixed casement from under <br /> separate approvaL #10 X 518,PPH SMS <br /> fv (4 each bracket) V• a * o; r <br /> oa <br /> WA <br /> 1.436" 0.125" ® �lll r r 1 pT i��`` o 0 Co 0 <br /> O.S' O Q p Ef U N.. <br /> 0.722" Eli � ` � E m z m o chi <br /> 0.477 0`o a <br /> o V r c o <br /> E nZ <br /> cal c� 1„ si crl <br /> 1 HORIZONTAL CROSS SECTION 2 a <br /> o NI 2 9 anchor cup <br /> &MULLION 19044 (4)Mullion Bracket anchors Zo <br /> 6963-TS ALUM. requted Into substrate �Sy <br /> (See ANCHOR SCHEDULE) �oZ <br /> f^2.75" Refer to separate window approval for quantity,location ¢PR <br /> 5 5' &Sae of anchors required to fasten window to muMon. T J o f <br /> At a minimum,use#10 PPH SelttldUng SMS located 6"from ? m Z N <br /> 2 ANCHOR BRACKET 18102 each end and spaced 18"max.o.c. (a min.of 3 threads w o�n <br /> 6063T5ALUM. must protrude through themulliionface).. ¢ �� <br /> g 0 <br /> C U o O <br /> rn o <br /> O ¢ <br /> a <br /> Note: Cj <br /> o o <br /> q WINDOW UNIT NOT <br /> VMULLION(19044)— I SHOWN FOR CLARITY <br /> 2 HORIZONTAL CROSS SECTION W o <br /> #10 X 5/8"PPH SMS ANCHOR BRACKET(18102) 2 through mullion in® N <br /> g + P— <br /> 'n ® _ _ - :''MOILONANGIORBR%1.6KFfJ1NEH08SCHEDUIE',:;:+'.:=- :s,'•- <br /> C,EMEg 70`C_EMER wa <br /> /'W11t <br /> ,SUBSTRATE `:'AN6flO.f(y; '�,{ ,'EMBEDMFM•:'djr EDGE <br /> DISTANCE, w <r...: _ ., , .,..:. ,..,:.:: SPACING• o m <br /> f <br /> 1112 PFH WOODSCREW a•- n <br /> ii:1N000.n; 1•I/THIN. PMIN. 1-1/2'MIN.. n <br /> SUBSTRATE red into substrate 1/4 N'z <br /> 3 ® (See ANCHOR SCHEDULE) CONGREIE IIWBURDEXTAPCONe 1-1/4'MM. 21/ZM1N. 1-3/4•MIR CIAM10116 12 <br /> d scar: N.T.S. d <br /> 3 ANCHORBRACKETDETAIL > r.i <:,; 1zuHWHwLT1KmK-rLEx® Arne+.oFanwrADs ova BY. JK t <br /> 'r:S1EEl ;, SELFORILUNGSCREW SHAMPROTRUUETHROUGH I"MW, I-11TMIN. <br /> & #10 X 5/8"PPH SMS 2 THEE suaMTE CM er: LFS 3 <br /> (2 EACH FACE) Ir <br /> DPA"o 90., <br /> ,r WOOD FRAMING S.G.x OSS) a <br /> St BRACKET-TO-MUIIJONDETAIL CONCRETE CONF�RMINGTOAct 3ol(3,0(XI PSI MIN <br /> .OR HOLLOW BLOCK CONFORMINGTOASTMC90 FL-16026.1 6 <br /> STEEL CONFORMING TO As1M A6S3,16 GA.,OAT THICKNESS THICKNESS h 33,ODO PSI,F j 45.000 PSI) sHEEr 2 of i <br /> n <br />