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TABLE 2:ANCHORS INSTALLED THROUGH FRAME TABLE 3:ANCHORS INSTALLED THROUGH INTEGRAL FIN <br /> Anchor Substrate Min.Edge Min. Anchor Substrate Min.Edge Min. <br /> Distance Embedment Distance Embedment <br /> #10 SMS P.T.Southern Pine(SG=0.55) 7/16" 1 8" 2-1/2"x.131"Common Nail P.T.Southern Pine(SG=.55) 9/16" 2-7/16" <br /> (steel,18-8 S.S. Steel,A36 3/8" 0.050" Max.DP of 50.0 <br /> or 410 S.S.) Steel Stud,A653 Gr.33 3/8" 0.0346"(20 Ga.) 2-1/2'x.131"Ring-shank Nail P.T.Southern Pine(SG=.55) 9116" 2-7/16" <br /> Max.DP of 50.0 Aluminum,6063-15 3/8" 0.0713" 14 Ga. 2-1/2"x.145"Roofing Nail P.T.Southern Pine(SG=.55) 9116' 2-7/16" <br /> #12 SMS P.T.Southern Pine(SG=0.55) 9116" 1318" P.T.Southern Pine(SG=.55) W4' 1-3/8" <br /> steel,18$S.S. Steel,A36 3/8 0.050 #10 SMS Aluminum,6063-T5 3/8" 0.0713"(14 Ga.) <br /> ( Steel Stud,A663 Gr.33 3/8" 0,0346"(20 Ga.) (Steel,I"S.S. <br /> or 410 S.S.) or 410 S.S.) Steel Stud,Gr.33 3/8' 0.0346"(20 Ga.) <br /> Aluminum,8063-T5 3/8 0.0713" 14 Ga. Steel,A36 318' 0.050" ' <br /> 3116"Ultracon P.T.Southern Pine(SG=0.55) 7/16" 1'V8" <br /> (Steel) Concrete(min.Z.85 ksl) 1" I've,- WINDOW SHAPES AS SHOWN BELOW OR <br /> Max.DP of 50.0 Ungmuted CMU,(ASTM C-00) 2-1/2" 1-114" ANCHOR NOTES: SIMILAR,MAY BE USED BY INSCRIBING THE <br /> P.T.Southern Pine(SG-0.55) 1" 1.3/8" GE-7700 OR SHAPE IN A BLOCK AND OBTAINING DESIGN <br /> 1)-UNGROUTED CMU'VALUES MAY DOW-791 PRESSURES AND ANCHORAGE FOR THAT BLOCK 1 <br /> 1/4"Ultracon Concrete(min.2.85 ksi) 1" 13/4" SIZE FROM THE TABLE ON SHEET 1. + <br /> Steel Un muted CMU, ASTM C-00 2-1/2" 1-1/4" BE USED FOR GROUTED CMU SILICONE I <br /> (steel) 9 ( ) APPLICATIONS. <br /> Concrete(min.2.85 ksi 2-1/2' 1.9/4" 1/2'E TYP. ASS — WIDTH�{ WIDTH I►- —�{ �+— <br /> P.T.Southem Pine(SG=0.55) 1" 1.318" 2)PANHEAD,FLATHEAD OR EXTERIOR 7 fl HEXHEAD ARE ACCEPTABLE. • <br /> 1/4"Creteex Concrete(min.3.35 ksi) 1" 1 3!4" T ; <br /> (410 S.S.) Ungmuted CMU, STM C-00 2-1/2" 1-1/4" 3)ANCHOR LENGTH TO BE SO THAT <br /> Concrete min.3.35 ksi 2-1/2" 1-0/4" A MIN.OF 3 THREADS EXTEND w w w C7= <br /> BEYOND THE METAL SUBSTRATE. <br /> 1/4"A9gre-Gator Concrete(min.3.275 ksi} 1-1/2" 13rB' I w = i <br /> P.T.Southern Pine(SG=0.55) 1" t318" TYP.GLAZING DETAIL Ij 1w <br /> (18_8 S.S.) <br /> .S.) Un muted CMU, ASTM C-00 7' 1-1/4" 1 1 1 <br /> RAOIUSTOP ARC TOP + <br /> (EOUALLITE SHOWN) (PROMEW/ORIEL SHOWN) <br /> 314'NOM. —+{ 3I4'NOM. �- 7/8'NOM. 718"NOM. <br /> i <br /> 118"ANNEALED OR 3/16"ANNEALED OR <br /> TEMPERED GLASS TEMPERED GLASS 5/16"A/A PVB 5/16"A/A PVB <br /> 1/2"AIR SPACE 3/8"AIR SPACE 7/16"AIR SPACE 3/8'AIR SPACE j <br /> 1/8"ANNEALED OR 3116"ANNEALED OR 1/8"ANNEALED OR 3/16"ANNEALED OR <br /> TEMPERED GLASS TEMPERED GLASS TEMPERED GLASS TEMPERED GLASS <br /> DURASEAL, DURASEAL, DURASEAL, DURASEAL, I <br /> SUPERSPACER SUPERSPACER SUPERSPACER SUPERSPACER f <br /> OR CARDINAL OR CARDINAL OR CARDINAL OR CARDINAL <br /> I <br /> XL EDGE XL EDGE XL EDGE XL EDGE <br /> GLAZING TYPES <br /> TABLE 4:REINFORCEMENT TYPES r <br /> Reinforcement <br /> REINFORCENT TYPE A REINFORCENT TYPE B REINFORCENT TYPE C I <br /> Upper Ute Lower Lite <br /> Level Bottom To Rai) Bottom Side VINYL SH WINDOW FPA(NON-IMPACT) 0 12/13/14. _ <br /> Rail P Rail Rails <br /> " GLASS/ANCHOR OPTIONS m J ROSOWSKI L� <br /> R2 C A A A <br /> CERT.OF AUTH.#29298 <br /> 1070 TECHNOLOGY DRIVE <br /> N.VENICE,FL 34275 M. <br /> v �❑ A.LYNN MILLER,P.E. <br /> PVB INTERLAYER MANUFACTURED BY DUPONT INC.(AKA KURARAY AMERICA,INC.) (941)-480-1600 'v SH-5400 N NTS N 2 OF 4 z° FPA-5400.0 z° p.E.458705 i <br />