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I <br /> TABLE 2:ANCHORS INSTALLED THROUGH FRAME TABLE 3:ANCHORS INSTALLED THROUGH INTEGRAL FIN - <br /> Anchor SubstrateMin.Edge Min. Anchor SubstrateMin.Edge Min. <br /> Distance Embedment Distance Embedment <br /> #0 908 P.T.Sou ern Pine(SG-O. 2-112"x.131"Common Nail <br /> (steel,188 S.S. Steel,A30 3/8" 0.050' Max.DP of 60.0 P.T.Souttlem Plne(SG=.65) 9/18" 2.711fi <br /> or 410 S.S.) Steel Stud,A69 Gr.33 3/6' 0 0346"(20 Ga.) 24t2"x.131"R)ng-shank Nan P.T.Southem Pine(SG=-55) 9116, 2-7/1(r <br /> Max.DP 0150.0 Aluminum 6083 T5 3/0, 0.0713" 14 Ga. 2.1/2"x.145'Roofing Nail P.T.Southern Pine(SG=.55) 9118" 2 7/10' <br /> #12 SMS P.T.Southem Pine(SG=0 55) 9/le" 1-ye' P.T.Soulhem Pine(SG=.55) 3l4' 1 318• <br /> {areal,188 S.S. Steel A38 3/8" 0.050" #10 SMS Aluminum,6083T5 318• OA713'(14 Ga.) <br /> or 410 S.S.) Steel Stud,A053 Gr.33 31W 0.0348"(20 Ga.) (steel,I"S.S. Stest Stud,Gr.33 31w 0.03W(20 Ga.) <br /> Aluminum 8083-T5 3/B' 0.071Y' 14 Ga. or 410 S.S.) Steal,A36 3/8' 0.050" <br /> 3118"Ultracon P.T.Southem Pine(SG-0.85) 7115" 1-v8" <br /> (steel) Concrete(min.285 ksi) I. 13+e, WINDOW SHAPES AS SHOW4 BELOW OR <br /> Max.DP Of 50.0 Ung=ted CMU,(ASTM C-00 2.1/2" 14/4" ANCHOR NOTES: SIMILAR,MAY BE USED BY INSCRIBING THE <br /> _ 1.3r6" GE-7100 OR SHAPE IN A BLOCK AND OBTAINING DESIGN <br /> P.T.Southem Pine(SG=0.55) 1" <br /> 1)-UNGROUTED CMU'VALUES MAY DOW-79i PRESSURES AND ANCHORAGE FOR THAT BLOCK <br /> 114"UltiecOn Concrete(min.2.85 ksl 1" 13r4 SIZE FROM THE TABLE ON SHEET 1. <br /> (steel) Ua uted CMU, STM C-W) 2A/2" 1-1/4" BE USED FOR GROUTED CMU SILICONE <br /> APPLICATIONS, 12 NOM.GLASS —►{ WIDTH I+ -►I WIDTH I-* <br /> Concrete min,286 kai 2-1/2" 1,/4" Bi•�WP, 77 <br /> P.T:Southem Pine SG-0.65 1" 1'te' 2)PANHEAD,FLATHEAD OR E 7 <br /> 1/4'Cmte-Rex Concrete(min.3.35 ksi V 13/4" HEXHEAD ARE ACCEPTABLE r tyT <br /> (410 S.S.) I Un routed CMU, STM C-90 2-1/2" 1-1/4" 3)ANCHOR LENGTH TO BE SO THAT <br /> Concrede min. .35 kai 21/2" 13/4" A MIN.OF 3 THREADS EXTEND !u C7 <br /> Concrete(m)n.32T5 ksf 1.112" 1.3/8' BEYOND THE METAL SUBSTRATE 7C <br /> va(Aggre-G) P.T.—Sou thern Pine(SG-1011 ) 1" 13/8" TYP.GLAZING DETAIL <br /> (1t)$S.S.) Unprouted CMU,(ASTM C-90 2" 1-1/4" / <br /> PADIUBWp ARCHTaP <br /> t 4UA<-arrESHOWN) IiPxavvEwors csnOxm) <br /> 3/4'NOM. 3/4'NOM. 7/8'NOM. 7/8'NOM. �+-- <br /> 1/8"ANNEALED OR ( 3116"ANNEALED OR ( f <br /> TEMPERED GLASS - TEMPERED GLASS 6/16"ALA PVB 5/16"A/A PVB <br /> 1/2"AIR SPACE 3/8"AIR SPACE 7/161 AIR SPACE 318"AIR SPACE <br /> 1/8'ANNEALED OR 3/16"ANNEALED OR 1/8"ANNEALED OR 3/16"ANNEALED OR <br /> TEMPERED GLASS TEMPERED GLASS TEMPERED GLASS TEMPERED GLASS <br /> DURASEAL, OURASEAL, DURASEAL, DURASEAL, <br /> SUPERSPACER SUPERSPACER SUPERSPACER SUPERSPACER <br /> OR CARDINAL OR CARDINAL OR CARDINAL OR CARDINAL <br /> XL EDGE XL EDGE—FMI XL EDGE -- XL EDGE <br /> GLAZING TYPES <br /> TYPES <br /> TABLE4:REINFORCEMENT <br /> Reinforcement uuu uuuu UU UU x^'.•:;•;::;;;•::`c'>';. <br /> Upper the i owertlte RE(NFORCENT TYPE A REINFORCENT TYPES REINFORCENT TYPE C <br /> T.cr•••rca - <br /> Level Bottom TopReit Bottom Side VINYL SH WINDOW FPA(NON-IMPACT) 8" 12/13/14 " <br /> Reif Rail Rails <br /> GLASS/ANCHOR OPTIONS �� J ROSOWSKI ",?.;CA L�(� P' <br /> R3 8 A A A o S rJ <br /> 82 C A A A <br /> R4 S A A N A CERT.OFAUTH.#20298 h Nn ;,.,'l. i:t/fit,,IV-t,t <br /> 1070 TECHNOLOGY DRIVE �$ <br /> N.VENICE,FL 34275 C u A LYNN MILLER,P.E. <br /> PVB INTERLAYER MANUFACTURED BY DUPONT INC.(AKA KURARAY AMERICA,INC.) (941)-480-1600 h SH-5400 y NTS 2 OF 4 b z° FPA-5400.0 z p.EA 68705 <br />