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I I Shown with Soft-Late <br /> faced casement frame under 4p% '1�y m <br /> separate approval. #10 X 5/8'PPH SMS _ M <br /> (4 each bracket) _25 <br /> o s` �N:i57 z 'Z:oz. "m <br /> Y W• �� dm <br /> IF 2 �i �'•. �� Gi w <br /> 1.436 0.125'— o vi ® '����/r1 I P� 5`` o no m z° <br /> OS'--- ---� � o m o N•: <br /> 0.72Z' . v a x Z d <br /> OA72' a D a 9 m=W <br /> c5 DO. <br /> a o r al 12 <br /> Imo , <br /> cc z <br /> 1 E c u1 (� <br /> HORIZONTAL CROSS SECTION o 310: l <br /> M ®anchor clip <br /> ULLION 19044 <br /> 6063-TS ALUM. (4)Mullion Bracket anchors zo <br /> required into substrate "s <br /> F� 7S' (See ANCHOR SCHEDULE) n z 2 <br /> Refer to separate window approval for quantity,location =o <br /> &size of anchors required to fasten window frame to mullion. J o <br /> At a minimum,use#10 PPH Self-drilling SMS located 6"from ? m <br /> ANCHOR BRACKE((18T021 each end and spaced 18"max o.c. (a min.of 3 threads W o ui <br /> 6063 T5 ALUM. must protrude through the mullion face). ¢ j <br /> tll o 0 a <br /> rn <br /> � a a <br /> ��❑ ❑�� DO <br /> Note: I� <br /> E WINDOW UNIT NOT <br /> MULLION(19044) I SHOWN FOR CLARITY ^ <br /> 1'21 HORIZONTAL CROSS SECTION N N <br /> #10 X 5/9"PPH SMS 2 through mullion w w <br /> m ANCHOR BRACKET(18102) Ln <br /> Ln <br /> ANCHO SCHEDULE, <br /> CENFFR-1'O=CENTER ^'^ 01 <br /> SUBSIRAIF;1EUGEDfSfANdis W <br /> ;WQODin; 412PFHWOODSCREW n�o <br /> 1-1/2'MIN. 1"MIN. 1-1/2'MIN. m <br /> LL SUBSTRATE (4)Anchors required into substrate 1/4'DIa PFH a-z Ll <br /> a <br /> 5 ® (See ANCHOR SCHEDULE) GONCREfE ITWBUILDEXTAPCON® 1-1/4'MIN. 2.1/2'MIN. 1-3/4'MIN. DATE:10 16112 ? <br /> �31 ANCHOR BRACKET DETAIL r =- ® ECALE: N.T.S. ° <br /> € r.; ==`is12-14 HWH HILTIKWIK-FLEX AMIN.OF3THREADS <br /> OwG.BY: ,JI( m <br /> #lOX Sig,PPH SMS 2 2r,'t'STEEL SELFDRILLINGSCREW SHALLPROTRUDETHROUGH 1"MIN. 1-1/7MIN. 3 <br /> (2 EACH FACE) =_ �e THESIFBsuBSTRATE CHR.BY: LFS <br /> o WOOD FRAMING(S.G. =0.55J DRAWING NO.: <br /> BRACKET-TO-MULLION DETAIL CONCRETE CONFORMING TO ACI301(3,000 PSI MIN.)OR HOLLOW BLOCK CONFORMING TO ASTM C90 FL-16026.1 <br /> STEEL CONFORMING TO ASTM A653,16 GA.,0.06V MIN.THICKNESS(Fy=33,000 PSI,Fu=45,0DO PSI) ro <br /> O SHEEr_L OF 2 <br /> a <br />