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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 2-112"x.131"Common Nail P.T.Southern Pine(SG=.55) 9116" 2-7116" <br /> (steel,18-8 S.S. Steel,A36 3/8" 0.050" Max.DP of 60.0 <br /> or410 S.S.) Steel Stud,A653 Gr.33 318" 0.0346"(20 Ga.) 2-1/2"x.131"Ping-shank Nail P.T.Southern Pine(SG=.55) 9116" 2-7/16" <br /> Max.DP of 50.0 Aluminum,6063-TS 3/6" 0.0713" 14 Ga.) 2-1/2"x.145"Roofing Nall P.T.Southern Pine(SG=.55) 9116" 2-7116" <br /> #12 SMS P.T.Southern Pine(SG=0.55) 9/16" I've, P.T.Southern Pine(SG=.55) 3/4" 1-318' <br /> (steel,I"S.S. Steel,A36 318 0.050 #10 SMS Aluminum,60B3-T5 318" 0.0713"(14 Ga.) <br /> or410 S.S.) Steel Stud,A653 Gr.33 3/8" 0.0346"(20 Ga.) (steel,1"S.S. <br /> Or 410 S.S,) Steel Stud,Gr.33 3/8° 0.0346"(20 Ga.) ' <br /> Aluminum,6063-TS 3/8" 0.0713" 14 Ga. Steel,A36 3/8' 0.050" <br /> 3116"Ultracon P.T.Southern Pine(SG-0.55) 7/16" 1.J8" l <br /> (steel) Concrete(min.2.85 ksi) V 1-Y&I WINDOW SHAPES AS SHOWN BELOW OR i <br /> Max.DIP Of 50.0 Ungrouted CMU,(ASTM C90) 2-1/2" 1-1/4" ANCHOR NOTES: SIMILAR,MAY BE USED BY INSCRIBING THE <br /> P.T.Southem Pine(SG=0.55) 1" 13/B" GE-7700 OR SHAPE IN A BLOCK AND OBTAINING DESIGN <br /> 114"Ultracon Concrete(min.2.65 ksi) 1" 1 31Q" 1)-UNGROUTED CMU"VALUES MAY DOW-791 PRESSURES AND ANCHORAGE FOR THAT BLOCK <br /> BE USED FOR GROUTED CMU SILICONE SIZE FROM THE TABLE ON SHEET 1. <br /> (steel) Ungrouted CMU,(ASTM C-90) 2-1/2" 1-1/Q" APPLICATIONS. <br /> Concrete(min.285 ksl) 2-1/2" 1�4" 1/2°NOM.GLASS —�{ WIDTH ��- �{ WIDTH 0 BITE TYP <br /> �— <br /> P.T.Southern Pine(SCr0.55) V I've, 2)PANHEAD,FLATHEAD OR EXTERIOR TT T <br /> HEXHEAD ARE ACCEPTABLE. T } <br /> 14'Crete-Flex Concrete(min.US ksi) 1" 1-/4" I I <br /> (410 S.S.) Ungrouted CMU,(ASTM C90) 2-1/2" 1-1/4" 3)ANCHOR LENGTH TO BE SO THAT T T <br /> Concrete min.3.35 ksi 2-1/2" 1.314" A MIN.OF 3 THREADS EXTEND w w W O <br /> Concrete(min.3.275 ksi) 1-1/2" 1318" BEYOND THE METAL SUBSTRATE. <br /> 1/4"Aggre-Gator TYP. GLAZING DETAIL = W = / �_ <br /> P.T.Southern Pine(SG 0.55) 1" 1318" I V� I <br /> (18 8 S.S.) Un muted CMU, ASTM C90 2 1-1/4" i i / 1 <br /> DI i <br /> (EOUAL•RALI7E SHOWN)USTOP ARCHTOP <br /> (PROMEW/ORIEL SHOWN) <br /> i <br /> �{ 3/4'NOM. �— �{ 3/4"NOM. 7/9'NOM. 7/8"NOM. <br /> I I I I <br /> 1/8"ANNEALED OR 3/16"ANNEALED OR <br /> TEMPERED GLASS TEMPERED GLASS 5/16"A/A PVB 5116"A/A PVB <br /> 1/2"AIR SPACE 3/8"AIR SPACE 7/16"AIR SPACE 3/8"AIR SPACE <br /> 1/8"ANNEALED OR 3/16"ANNEALED OR \ 1/8"ANNEALED OR 3/16"ANNEALED OR i <br /> TEMPERED GLASS TEMPERED GLASS le TEMPERED GLASS TEMPERED GLASS <br /> DURASEAL, DURASEAL, DURASEAL, DURASEAL, <br /> SUPERSPACER_ SUPERSPACER__ SUPERSPACER _ SUPERSPACER <br /> OR CARDINAL OR CARDINAL OR CARDINAL OR CARDINAL <br /> XL EDGE XL EDGE XL EDGE XL EDGE <br /> GLAZING TYPES <br /> TABLE 4:REINFORCEMENT TYPES <br /> Reinforcement L) <br /> REINFORCENT TYPE A REINFORCENT TYPE B REINFORCENT TYPE C <br /> Upper Lite Lower Lite .e.rr5 x j <br /> Level Bottom To Rail Bottom Side VINYL SH WINDOW FPA(NON-IMPACT) 0 12/13/14. f <br /> Rail P Rail Rails - ) <br /> " GLASS/ANCHOR OPTIONS om J ROSOWSKI =''.' ( L+ (S <br /> RS B A A A <br /> R4 B A A N/A CERT.OF AUTH.#29298 <br /> 1070 TECHNOLOGY DRIVE ' ' <br /> N.VENICE,FL 34275 u A.LYNN MILLER,P.E. <br /> PVB INTERLAYER MANUFACTURED BY DUPONT INC.(AKA KURARAY AMERICA,INC.) (941)-480-1600 SH-5400 _ NTS 2 OF 4 o i FPA-5400.0 ¢z° P.E.#59705 <br /> t <br />