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I Shown with Soft-Uie <br /> fixed casement frame under <br /> Separate approval #10 X 5/8"PPH SMS .,�( <br /> N 14 each bracket) <br /> z_ rtr O m <br /> 2 'II// ••. •.• •��\' J Woo <br /> a1.436" I 0.125' o �rytr lttf \\\\ o rat IDz° <br /> 05 (moo a 6 aN•; <br /> 0.722" E ra z z rqi. <br /> 0.472" p OIL <br /> 0,125 qljjV LL m <br /> o cZ <br /> 0 <br /> N 1 HORIZONTAL CROSS SECTIONa <br /> 2 U onchorcop <br /> MULLION <br /> 19044 <br /> 190 4 <br /> anchors z <br /> 5ALUM required Into substrate <br /> Q -is <br /> [See ANCHOR SCHEDULE) z <br /> I'—2.75 Refer to separate window approval for quantity,location -� <br /> 5.5" &size of anchors required to fasten window frame to mullion. <br /> — - - A-a minimum.-use#lO PPH Self=dnilingSMStocated 6"iwrry-- <br /> ANCHOR BRACKET(18102� each end and spaced 18"max.o.c. (a min.of 3 threads <br /> 6063-TS ALUM, must protrude through the mullion face). ¢ <br /> 12 <br /> o � <br /> 3 O <br /> a, Note: lJ rUn m <br /> � WINDOW UNIT NOT M <br /> MULLION(19044)�yl SHOWN FOR CLARIP.' ^ <br /> I N N <br /> a 2 HORIZONTAL CROSS SECTON o o z <br /> #10XS/8"PPHSMS 2 through mullion g <br /> P ® ` ANCHOR BRACKET(18102) <br /> Q <br /> z =. :`, MOttIONANtHOR8RAC1fETANCHOR SCHEDLtE•` z <br /> an / w ✓..:.:., ....,......: M .. .. ..... CENfER•TO-CENTER �'° w <br /> 3UBSTRAIH-; H:•:ANCHOR �-'EMBEOMEM--".:� .EDGE DISTANCE- SPAWNG` rat <br /> _,. <br /> ::, ZZ <br /> d WOOq:" #12PFHWOODSCREW p <br /> 1-1/7MIN. ]"MIN. 1-1/2'MIN. ^ <br /> J1...rw. z <br /> z �\ SUBSTRATE (4)Anchors required into substrate 1/4 pl q PRT N^z a <br /> (See ANCHOR SCHEDULE) CONCRt�E IIWBURDEXTAPCON� 1-IKMIN. 2.1/2'MIN. 1.3/4'•MIN• aAte70 I6 i2 z <br /> ` scaxE N.T.S. <br /> 3 ANCHOR BRACKET DETAIL s <br /> 12-14 HWH HILT] AM!N.aF3TiiREAOs OWG.BY: �JK to#1 0XSig PPHSMS 2 'STETS`- SELF-DRILLING ALL NGSCREW 5HPRa1RU0ETHROHaH P"MIN, 1-1/7MIN. <br /> �o THESIEe.N65iRATE CRY,BY,, LFS <br /> °' <br /> 3 (2 EACH FACE) --- w xi <br /> oRnxwG No, <br /> WOOD FRAMING(S.G.>=0S5) . ro <br /> BRACKET-TO-MULLION DETAIL CONCRETE CONFORMING TOACI301(3A00 PSI MW.IOR HOLLOW BLOCK CONFORMING TOASrMC90 FL-16026,1 <br /> $ STEEL CONFORMING TO ASIM A653,16 GA.,o.060"MIN,THICKNESS(Fy=33,000 PSI,TV=45,QW KI) N <br /> SHEET 2 OF 2 <br /> a' <br />