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Shown with Soft-Lite �`��C; ••�J'�. <br /> fixed casement frame under <br /> #10X5/8''PPHSMS <br /> separate approval- 1J __• p;j <br /> (4 each bracket) <br /> o m <br /> Y 2 Cy t o n <br /> 1.436" I �_ 0.125' ® ,''�III t•1111 �%` o n m i <br /> GS II�� c> WAN a U N o <br /> 0.72Z' p� ; Ern Z mz-i <br /> 0.472" \, N a N a 0.125- .a:IL <br /> E oz <br /> 1n 9 , <br /> HORIZONTAL CROSS SECTION : <br /> c; rI+ 2 �anchorclip <br /> MUWON 19044 (4)Mullion Bracket anchors z <br /> 6063-TS ALUM. required into substrate 3i y <br /> (See ANCHOR SCHEDULE) J o <br /> 3 h- F�275" Refer to separate window approval for quantity,location ¢1= <br /> N 5.5 &sae of anchors required to fasten window frame to mullion. ) } o <br /> At a minimum,use#10 PPH Self-doing SMS located 6"from Z <br /> ANIA <br /> CHOR BRACBkT(18102) each end and spaced 16'max.o.c. (a min.of 3 threads W om <br /> F ` 60Zia <br /> 63-T5 ALUM. must protrude through the mulfion face). <br /> m o o C' <br /> o <br /> g a a <br /> $ ��❑ ❑� m <br /> Note: o= o WINDOW UNIT NOT <br /> o MULLION(19044) I I SHOWN FOR CLARITY iz <br /> iz N <br /> 2 HORIZONTAL CROSS SECTION w o <br /> #10 X 5/8"PPH SMS 2 }hroug T mu ion <br /> ® N ANCHOR BRACKET 118102) `n <br /> ti <br /> 00 <br /> NORSCHEDUE -T --- a a 6_ MUNION ANCHOR B—ACKETANC z <br /> u� 'SUBSTRATE- '-ANCHOR--__ EMBEDMEM-"--' EDGE PLSTANCE CE R-TO-CENIFR <br /> •$ f _ ,__- --..-. - - - .. SPACING N rn Q F <br /> / <br /> WOOD #12 PFH WOOD SCREW <br /> .. 1-1/2"MIN. 1"MIN. 1-112'MI14. i <br /> SUBSTRATE (4)Anchors required into substrate 1/4"DIA PFH N^z oD <br /> ® (See ANCHOR SCHEDULE) CONCREIE BWBtnLDExTAFCON® I-1/4"MIN. 2-1/2"MIN, 13f4•MN. Dam:10/16112 °z <br /> �'r" sCe1F• N.T.S. D <br /> 3 ANCHOR BRACKETDETAIL ® s <br /> € 12-14 HWH HILP KWIK-FLEX AA9N,oFBTxI>Enos Dwc.sr: JK m <br /> #lOX5/8"PPHSMS 2 STEEL SELF-DRRLNGSCREW SHALLPROTRUDETHROUGH I"MIN. 1-1/2MIN <br /> n _ THESTERSDBSMTE CHK BY: LFS 3 <br /> (2 EACH FACE) �� DRAM NO.: D: <br /> x WOOD FRAMING(S.G.>=0.55) w <br /> BRACKET TO-MULLION DETAIL CONCRETE CONFORMING TO ACI 301(3,000 PSI MIN.)OR HOLLOW BLOCK CONFORMING TO ASTM C90 FL-16026.1 <br /> STEELCONFORMINGTOASTMA653,16GA.,0.060'MIN.THICKNESS(Fy=33.000 PSI,W=45,ODOPSI) sHEEr 2 OF 2 N <br /> TJ <br /> f. <br /> 2 <br />