Laserfiche WebLink
Shown with Soft-Ute <br /> fixed casement frame under 'C •�L <br /> m <br /> separate approval. #10 X 5/8"PPH SMSn <br /> N (4 each bracket) _V; .� �( o;Oa3 2 n <br /> o Y o <br /> do <br /> 1.436" I _,F 0.125" ® '////III•Ipt �`` o 61Dzo <br /> oS I CS a o UNo <br /> 0.722" � � E m z �Z n <br /> 0.477' \ m o <br /> 0.125' v a ME g M N. <br /> LL <br /> a l <br /> p J� C 1-1 VZ J <br /> 1 HORIZONTAL CROSS SECTION S d <br /> 74 y ®anchor clip <br /> MULLION 19044 (4)Mullion Bracket anchors zo <br /> 6063-T5 ALUM. required into substrate <br /> (See ANCHOR SCHEDULE) M �o <br /> Fes—2.75 Refer to separate window approval for quantity,location a <br /> &size of anchors required to fasten window Frame to mulfwn. r o N <br /> $ At a minimum,use#10 PPH Self-drilling SMS located 6'from Z <br /> �1 ANCHOR BRACKET(18102) each end and spaced 18"max.o.c.(a min.of 3 threads N o <br /> FZ 6063-TS ALUM must protrude through the muPon face). <br /> o o <br /> o � <br /> •`g o <br /> a Note: <br /> —�� WINDOW UNIT NOT <br /> o MULLION 119044) I I SHOWN FOR CLARITY <br /> 2 HORIZONTAL CROSS SECTION w o <br /> #10 X 5/U'PPH SMS 2 through mullion rn <br /> ANCHOR BRACKET(18102) 0 In <br /> ® klilION ANCHOR IRAdEfANCHO1tSCNEUUtE EL <br /> > b <br /> -• - - - CENIER-TO-CEHIER ^.'' <br /> SUBSTRATE ANCHOR EMBEDAHM' EDGE DISFANCE; SPACING <br /> 19 <br /> F <br /> $ WOOD R12PFH WOOD SCREW N ¢o <br /> 1-I/Z'MIN. 1'MIN. 1-1/Z'MIN. <br /> s SUBSTRATE (4)Anchors required into substrate - 1I4.DUl P� N"z <br /> ® (See ANCHOR SCHEDULE) CONCRETE IIWBUILDEXTAPCON® 1-1/41MN. 2-1/TMN. I-3XMN. DAM 10 16112 i <br /> sr.,.. N.T.S. 3 <br /> 3 ANCHOR BRACKETDETAIL .t2-l4HWHHrLTIKWIK-FLEK0 AMM.OF3THREADS DING.BY: �K m <br /> #lOXS/8 PPHSMS Z STEEL SELF-DRILLING SHALLPROTRUDEIHROUGH I'MIN. 1.117-MW 3 <br /> (2 O X 5/FACE) LLB � A� DCHIC RAWING <br /> NG LFS a <br /> WOODFRAMING S.G.>=0S5) DRANWG NO.: N <br /> BRACKET TO-MULLION DETAIL CONCRETECONF�RMMGToJa301(3,000PSIMINJ ORHOLLOWBLOCK CON <br /> FOR <br /> MIN <br /> GTOASTMCPO FL-16026.1 <br /> STEEL CONFORMING TOASTMA653,16GA.,0A60•MN.THICKNESS(Py=33,000PSLW=45.000PS) sHEEr 2 aF 2 <br /> O <br /> d <br />