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0.5" <br /> Shown with Soft-Lite <br /> fixed casement frame undetjy N <br /> separate approval. '#10 X 5/8"PPH SMS _•_ 2. <br /> o t o <br /> N' (4 each bracket) Oil *' <br /> 1.436" I 0.125'-y o '. ® i/� II r 1 PL ``` o n m z° <br /> 0.727. 9. a x Z <br /> DA77' N a`u a 9 m w <br /> 0.125' a` N 50.za <br /> m a0.T <br /> d <br /> Eq 1" E a� <br /> r�HORIZONTAL CROSS SECTION g.a <br /> o C4 <br /> N anchor clip <br /> MULLION 19044' <br /> 6063 TS ALUM. (4)Mullion Bracket anchors C3 <br /> required Into substrate <br /> a I---2.75 (See ANCHOR SCHEDULE) vi z <br /> Refer to separate window approval for quantity,location :z 3 <br /> 5.5' &size of anchors required to fasten window frame to mullion. g W <br /> $ At a minimum,use#10 PPH Self-drilling SMS located 6"from z m •o <br /> ANCHOR BRACKET(18102) each end and spaced 18"max o.c: (a min.of 3 threads <br /> 6063-T5 ALUM. - 'must protrude through the mullion face). _ <br /> o, o o <br /> DE 11 <br /> WINDOW UNIT NOT a o <br /> o MULLION(19044)�r SHOWN FOR CLARITY a <br /> r21 HORIZONTAL CROSS SECTION z <br /> #lOX'5/8"FPHSMS:�� l g� P w, o <br /> v t rough mullion, 2 <br /> ANCHOR BRACKET(18102)' <br /> �h <br /> LL <br /> O° <br /> as <br /> 'MUTAON ANCHOR BRACk&ANCH6RSCHEDOIE - >j i <br /> : A:. : ENTER=TO•CENTER <br /> �vT <br /> o /1 ,SUBSTRATE.; ANCHOR, :EMBEDMEE NT'. ,EDGE'DISTANCE C <br /> - `' % w . <br /> a / 012 PFH WOOD SCREW ^SPACING' <br /> :..` <br /> v' •:WOOD. I-1/TMIN. I"MIN. 1-1/TMIN. <br /> .o Z <br /> s SUBSTRATE" (4)Anchors required into substrate 1/4°ow Pr1a <br /> 5 - ® (See ANCHOR SCHEDULE) CONCRETE'' ITW BUILDEKTAPCON®. I-I/4"MIN. 241T MIN. W/4'MIN- DATE:10116112 Z;,•:,.r•,, Dom' <br /> 3 ANCHOR BRACKET DETAIL SCALE: N.T.S. 9. <br /> € "'<`'"'+.12-14 HWH HIM KWIK-FLIX A MIN.OF iHRFnDs DWG.By.. JK m <br /> d #lOXS/8"PPHSMS 2 S1EEL'. SELF•DRILUNGSCREW SHALLPROTRUDETHROUGH 1"MIN. 1-1/TMIN. <br /> (2 EACH FACE) Fe THE STEEL SUBSTRATE CHK BY. LFS 3 <br /> .. �. - WOOD FRAMING S.G.r_0.55) .. DRAWING ND: N. . <br /> BRACKET-TO-MULLION DETAIL CONCRETE CONFORMING TO ACI301(3.000 PSI MIN.)OR HOLLOW BLOCK CONFORMING TOASTM C90 FL-16026..1 ^ <br /> STEEL,CONFORMINGTO ASTMA653,16 GA.,0,06UMM.THICKNESS(Fy=33,000 PSI,Fu 45.000 PSI) N <br /> 2 DF 2 <br />