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I t <br /> I <br /> TABLE 2:ANCHORS INSTALLED THROUGH FRAME TABLE 3:ANCHORS INSTALLED THROUGH INTEGRAL FM I <br /> Anchor Substrate Min,Edge Min. MI <br /> Anchor Substrate Dn.Edge Min. <br /> Distance Embedment lstance Embedment <br /> N10 S S P.T.Southern Pine(SG=0.55) 7/16' MS. 2-IrZ x.131'Common Nail P.T.Southern Pine(6G=.55) 9116' 2-7/16 <br /> (steel,18•8 S.S. Sled,A38 316" 0.050' Max.DP o150.0 <br /> w 410 S.S.) Steel Stud,A053 Gr.33 3/8" 0.0346-(20 Ga.) 21W x.131'Rn"hank NO P.T.Southern Pine(SG=.55) Bile, 2-7116• ! <br /> Max.EP of 50.0 Aluminum 608YT5 3/8° 0.0713'14 Ga. 2-12'x.145 Rooang Nail P.T.Southern Pine(SCi-.55) 9116' 2.7/16' <br /> 012 SMS P.T.Southern Pine(SG�0.55) oils" 1-318' P.T.Southern Pine(SG=.55) 3/4' 1-38' j <br /> (steel, S.S. Steel,A36 31T 0.050' N10SMS Aluminum,606YT5 318• o3w <br /> or 410 S.S.) Steel Stud,A653 Gr.33 3(8' OA346-(20 Ga.) (steel,18.8 S.S, Steel Stud,Dr.33 3/8' 0.034E(20 Ga.) <br /> Aluminum,6083-T5 3!8' 0.0713"14 Ga. w410 B.S.) <br /> 3116"Ullrae P.T.Southern Pine(SG-0.55) 7118' 131E Steel,A36 3/B' 0.050- <br /> an <br /> (stee) Concrete(min.2.85 ksi 1" 131E ! <br /> Max.OP of 50.0 Ungmuted CMU, S1M C410) 2-12' 1-1Id- ANCHOR NOTES• 6 !/ j <br /> P.T.Southern Pine(SGs0.55) 1" 1VE REINFORCENT 7YPEA <br /> 1/4-Ullman Concrete(min.285 ksp 1' J Vd 1)-UNGROUTED CMU-VALUESMAY GE•77000R <br /> (steel) BE USED FOR UnDTlutetl CMU,(AS7M C•80) 2.12' 1414- APPLICATIONS.ROUTED CMU DOW797 <br /> Concrete(min.285 ksi 2-12" 1.114' SILICONE t <br /> P.T.Seethe <br /> m Pine(SC-c0.55) 1- 1316' 2)PANHEAD,FLATHEAD OR 'NoGLASS <br /> HE%MEAO ARE ACCEPTABLE. Q;z"I"' <br /> . ; <br /> 1/4"Crete+Tex Concrete(min.3.35 kal 1' 1, EXTERIOR REINFORCENT TYPE B <br /> (410S.S.) Ungrouled CMU,(AS7M C-90) 2-1rr 1-Vd- 3)ANCHORLENGTH TOBESOTHAT ! <br /> Concrete min.3.35 ksi 2-1/r 1.'V4" AMIN.OF3T142EADS EXTEND <br /> Concrete min.3.275 ks1 1.11r 131E BEYOND THE METAL SUBSTRATE. Ir�l <br /> 1/4-A9 Sw P.T.Southern Pine(SG�.55) 1' 131E lru(u�ul' <br /> (le�s.S.)s.) Un utedCMU,ASTMC-go r 1.1/4" TYP.GLAZING DETAIL <br /> REINFORCENT TYPE C <br /> &4-NDM. Y4'NOS1. i_. —�I Tw NDM. 718,NOM. <br /> 118'ANNEALED OR 3/16'ANNEALED OR <br /> TEMPERED GLASS TEMPERED GLASS 5/16'AIA PVB— 6116'AIA PVB <br /> 11r AIR SPACE— 3/8'AIRSPACE 7/16-AIRSPACE 318"AIRSPACE <br /> 1/8'ANNEALED OR 3116'ANNEALED OR_- \ 1/s'ANNEALED OR 3116•ANNEALED OR <br /> TEMPERED GLASS TEMPERED GLASS 1 TEMPERED GLASS TEMPERED GLASS <br /> DURASEAL, 10 OURASFAL, DURASEAL, DURASEAL, Is <br /> SUPERSPACER SUPERSPACER SUPERSPACER SUPERSPACER <br /> OR CARDINAL OR CARDINAL OR CARDINAL OR CARDINAL LK <br /> XLEDGE XLEDGE XLEDGE XLEDGE <br /> GLAZING TYPES f <br /> TABLE 4:REINFORCEMENT TYPES <br /> Reinforcement PVB INTERLAYER MANUFACTURED BY DUPONT INC.(AKA KURARAY AMERICA,INC.) _ <br /> U ertlte LOwerllte� "VINYL DH WINDOW FPA(NON-IMPACT) 12/13/14 <br /> Level Top Bottom Top Bottom Side / <br /> Rail Roll Rail Roll Rails GLASSIANCHOR OPTIONS �J ROSOWSKI <br /> Rl A B B A A o o e <br /> R2 A C C A A LERT.OF AUTH.N1929e ° e"g -,`.nr..•�A,: •`':` <br /> R4 A A A I A N/A 1070 TECHNOLOGY DRIVE L tg �'"IAt•��•, t <br /> N.VENICE,FL 34275 ' <br /> (941WO.1600 i DH-5460 NTS 20F4 : EPA-5460.0 x: ALVNN MILLER PE. <br /> PJ:D ee]a5 j <br /> I <br />