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017 <br /> Shown with Soft-Lite <br /> foxed casement frame under Qr °•�jj m <br /> r sep arate approval. #10 X 5/8"PPH SMS <br /> 7 N 1 (4 each bracket) _tl( a of �,n <br /> c ,s Y �N:7 z <br /> 2 rise p` m <br /> �lY o m <br /> �•., C m n <br /> � z18 <br /> 1.436„ I 0.125" o ® //r►T I FT o n m z <br /> OS I--� a o m a N•• <br /> 0.72T vv� av_ a xzo <br /> 0.472' m <br /> \\ N P a 9 o O <br /> 0.125' o o V r amp maa� <br /> 9 a <br /> a. <br /> o° <br /> 1 HORIZONTAL CROSS SECTION A <br /> 9.a <br /> 0' c4 <br /> 2Q9 anchor clip <br /> MULLION 19044 <br /> 1 6068-TS ALUM. (4)Mullion Bracket anchors zo <br /> required into substrate 0 �T <br /> a r�2.75' (See ANCHOR SCHEDULE) aG <br /> Refer to separate window approval for quantity,location <br /> SS' &size of anchors required to fasten window frame to mullion. } ow <br /> $ At a minimum,use#10 PPH Self-drilling SMS located 6"from <br /> 2 ANCHOR BRACKET 18102 each end and spaced 18"max.o.c. (a min,of 3 threads w o vyi <br /> 6063 TS ALUM. must protrude through the mullion face). ¢ 32 <br /> c � <br /> c o <br /> o <br /> m <br /> Note: <br /> WI o I� a <br /> NDOW UNRNOT Jfall <br /> a MULLION(19044) I I SHOWN FOR CLARITY ^ <br /> o N N <br /> 2 HORIZONTAL CROSS SECTION o o z <br /> 'v #10X5/8"PPHSMS w w o <br /> 2 through mullion <br /> m ANCHOR BRACKET(18102) no in <br /> q <br /> zo 00 . <br /> n �S MOWONANCHOR BRACKETAFICHOR SCHEtiUIE > <br /> v SUBSTRATE ANCHOR EMBEDMENT EDGE DISTANCE CENTER-TO-CENTERSPACING w <br /> WOOD #12PFHWOODSCREW N^,O <br /> 1-I/TMIN. I"MIN, 1-1/TMIN. <br /> LL SUBSTRATE (4)Anchors required into substrate 1/4 DUt PFH N z <br /> ® See ANCHOR SCHEDULE o 1-1/4'MIN. 2-1/TMIN. 1-3/4•MIN. Dntt 10 16/12 Z <br /> 5 ( J CONCRETE IIWBUROIXTAPCON <br /> (�31 ANCHOR BRACKET DETAIL 12.14Hw�r1 n�icWIKF1Ex® S�uE N.T.S. IQ <br /> a" #IOX5/8"PPHSMS 2 STEEL SEIFDRIWNGSCREW slwsPRoIRUDEHraoucx 1'MN. =14/1" <br /> °WG JK ra <br /> (2 EACH FACE) 9� TKESTEe.SUBMTE aac In, LFS 3 <br /> 7 DMWWG NO.: <br /> BRACKET-TO-MULLION DETAIL WOOD FRAMING(S.G.>=0.55) n <br /> CONCRETE CONFORMING TO ACI 301(3,000 PSI MIN.)OR HOLLOW BLOCK CONFORMING TO ASTM 690 FL—16026.1 a <br /> STEEL CONFORMING TO ASTM A653,16 GA.,0.060•MIN.THICKNESS(Fy=33,000 PSI,Fu=45,000 PSI) sHEEr 2 OF 2 W <br /> V <br /> K <br />