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TABLE 2:ANCHORS INSTALLED THROUGH FRAME TABLE 3:ANCHORS INSTALLED THROUGH INTEGRAL FIN <br /> Anchor Substrate Min.Edge Min. Anchor SubstrateMin.Edge Mln. <br /> Distance Embedment Distance 6nbedment <br /> 0 SMS P.T.Soutnem P e(SG=O.55 16-7 1-V 2-17 x.t31'>f1 "'Nall P.T.Southern Pine(SG=.55) 9116' 2-7116' <br /> (steel,188 S.S. Steel,A38 318' 0.050" Max.OP of 50.0 <br /> or 410 S.S.) Steel Stud,A653 Gr.33 318' 0.0340'(20 ZE) 2-17 x.131'Rug-shank Nail P.T.Southern Pine(SG=.55) 9116' 2-7/1S' <br /> Nax.DP of 50.0 Aluminum 6063-75 3/8' 0.0713' 14 GIL 2-17 x.14.7 Roofing Nall P.T.Southern Pine(SG=.55) 8116, 2-7116' <br /> 012 SMS P.T.Southern Pine(SC-0.55) 8116' 13/8' P.T.Southern Fine(SG=.55) &4' 1.T/8' <br /> (steel,188 S.S. Steel,A38 318 0.050' 010 SMS Aluminum,6063T5 3/8' 0.0713'(14 Ga) <br /> a 410 S.S.) Steel Stud.A6W Gr.33 3!B' 0.0346-(20 Cis.) (steel,1"S.S. Steel Stud,Gr.33 3IB' 0.0346'(20 Ga.) <br /> Aluminum,6003-75 3!8' 0.0713'14 Ge. or410 S.S.) i <br /> Steel,A36 3/6' 0 <br /> .0 <br /> 50' <br /> 3116'UlNaeon P.T.Southern Pine(SC-0.55) 7/18' 1.'V6" <br /> (steel) Concrete(min.285 ksl) 1' 1-wir <br /> Max.DP of 50.0 Ungrauted CMU,(ASTM C90) 2-17 1-114' ANCHOR NOTES: 1 <br /> P.T.Southern Pine(SCr8.55) 1' I-T8' GE-7700 OR <br /> 1/4'Ultraeon Concrete(min.285 ksi) 1' l V4- 1)'UNGROUTED CMU•VALUES MAY DOW-791 <br /> (steel) Unglouted CMU,(ASTM C80) 2-17 1-vc �UTIONS. Eo cMD SILICONE I`!( <br /> Concrete min.205 ksi) 247 I V4' IW NOM.GLASS <br /> P.T.Southern Pine SG=0.5 1' 1.11$ 2)PANKIAD,FLATHEAD OR EXTERIOR SITE TYP <br /> IleCmtefi7ex Concrete(min.3.35 ksi) 1' 1 V47 HEl(HFAD ARE ACCEPTABLE <br /> (410S.S.) Ungrouted CMu,(AS7M C90) 2-17 1-11C 3)ANCHOR LENGTH TO BE SO THAT <br /> Concrete min.3.35 ksi 2-17 13rd' A MIN.OF 3 THREADS EXTEND <br /> Concrete in.3.275 ks 1-17 1.Y8' BEYOND THE METAL SUBSTRATE. <br /> 1/j" ter P.T.Southem Pine(SG-0.55) 1• 11.Tl6• TYP.GLAZING DETAIL <br /> Un mted CMU,(ASTM C90 2' 1-1/4' <br /> REINFORCENTpTYPE A <br /> WORDOW SHAPE USED B INSCRIBING <br /> N BELOW OR 7I8'NOM. —�I 7!B•NOM. <br /> SIMILAR, AS HO INS(ELDWGTFE I (I'll^III,I <br /> SHAPE IN A BLOCK AND OBTAINING DESIGN <br /> PRESSURES AND ANCHORAGE FOR THAT BLOCK <br /> SIZE FROM THE TABLE ON SHEET 1. 5/16'AIA PVB 5/16'A/A PVB 1 <br /> �{ WIDTH I�---�I WIDTH )+-- 7/16'AIRSPACE 318'AIR SPACE REINFORCENT TYPES <br /> 1/8'ANNEALED OR 3116'ANNEALED OR � Q'I_ <br /> T TEMPERED GLASS TEMPERED GLASS u Ll <br /> T DURASEAL, Is DURASEAL, Is <br /> w = j SUPERSPACER SUPERSPACER REINFORCENTf TYPE C <br /> li ,ri/ I i OR CARDINAL OR CARDINAL <br /> XL EDGE H XL EDGE <br /> ANXOYTOP A 1 GLAZING TYPES <br /> Ieou. ,sseom IFI LSKOWM <br /> l <br /> ......... <br /> ; f <br /> PVB INTEALAYER MANUFACTURED BY DUPONT INC.(AKA KURARAY AMERICA,INC.) <br /> TABLE 4:REINFORCEMENT TYPES - <br /> Reinforcement ;.,I',• .,�10. - 1 <br /> VINYL SH WINDOW FPA(IMP.-RESIST.) 8 12113114 <br /> Upper Lite IaMrerLite <br /> Laval Bottom Bottom Slde GLASS/ANCHOR OPTIONS m JROSOWSKI = 1r= <br /> Rail Top Rall Ralf Rails <br /> RI B A A A fRT.DFAUTHL nB2e6 �� ?'•. n�rlO?:',�; <br /> R2 C A A A 1570 TECHNOLOGY DRIVE <br /> N.VENICE,FL 34275 <br /> (941}480-1000 YSH-5500 �, NTS S 20F4 $ FPA-5500.0 bz' ,ALYLI�nirrtPa I` <br />