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TABLE 2:ANCHORS INSTALLED THROUGH FRAME TABLE 3:ANCHORS INSTALLED THROUGH INTEGRAL FIN <br /> Anchor gaba� Min.Edge Min. Anchor SubstrateMin.Edge Min. <br /> Distance Embedment Distance Embedment <br /> #10 SMS P.T.ScuUwm Pine(SG=0.55) 7/1ir 1r 2-1/2'x.131•Common Nail P.T.Southern Pine(SG=.55) 9/16" 2-7/16" <br /> (steel,184 S.S. Steel,A36 318" 0.050" Max.DP of 50.0 <br /> or 410 S.S.) Steel Stud,A653 Gr.33 318" 0.0348"(20 Ga.) 2-1W x.131"Rig-shank Nail P.T.Southern Pine(SG=.55) 8/16" 2-7/16' <br /> Max.DP of 50.0 Aluminum.8083 TS 3/8" 0.0713" 14 Ga.) 2-1/2'x.145"Rooting Nall P.T.Southern Pine(SG=.55) 9116' 2-7115' { <br /> #12 SMS P.T.Southern Pine(SG�.55) 8l18' 1�8" P.T.Southern Pine(SG=.55) 3/4' 13/8' <br /> Steel,A38 3Ar• 0.050" #10 SMS <br /> (steel,1"S.S. Aluminum,6083-75 3/8' 0.0713"(14 Ga.) <br /> or 410 S.S.) <br /> Steel Stud,A653 Gr.33 3/8" 0.0348'(20 Ga.) (steel.1"S.S. <br /> 0346' j <br /> Aluminum.8063-T6 3/8" 0.0713" 14 Ga. Steel Stud,Gr.33 318' 0. (20 Ga.) <br /> or 410 S.S.) i <br /> 3118"Ultracon P.T.Southern Pine(SG-0.55) 7/16" 13r8' Steel,A36 318' 1 0.05— ` <br /> (steel) Concrete(min.Z85 ksi) 1" 13r8' WINDOW SHAPES AS SHOWN BELOW OR i <br /> Max.DP of 50.0 ttm ted CMU, STM C-w) 2-12° 1-1/4' ANCHOR NOTES: SIMILAR,MAY BE USED BY INSCRIBING THE ! <br /> SHAPE IN A BLOCK AND OBTAINING DESIGN <br /> P.T.Southern Pine(SCi=D.55) 1" I ve- GE-7700 OR j <br /> 1)-UNGROUTED CMU'VALUES MAY DOW-7e1- PRESSURES AND ANCHORAGE FOR THAT BLOCK <br /> t/4" teel)Ultra n Concrete(min.285 ksi) 1" 13r4" BE USED FOR GROUTED CMU SILICONE SIZE FROM THE TABLE ON SHEET 1. <br /> (Steel) Unpouted CMU,(AS1M C-00) 2-12" 1-1/4" APPLICATIONS. 1!1'NOM.GLASS -r•{ WIDTH I►- -#{ WIDTH �- <br /> Concrete(min.285 ksi 2-12' T94' Q 12 <br /> P.T.Southern Pine O-O. 1" 1 3r8" 2)PANHEAD•FLATHEAD OR EXTERIOR j <br /> 114'Crate-Rex Concrete(min.3.35 ksi) 1• 1.V4" HEXHEAD ARE ACCEPTABLE <br /> (410 S.S.) Um led CMU,(ASTM C•80 2-12" 1-1/4• 3)ANCHOR LENGTH TO BE SO THAT a <br /> Concrete min.3.35 ksi 2-12" JU4" A MIN.OF 3 THREADS EXTEND C9 t, t9 J <br /> BEYOND THE METAL SUBSTRATE m O ! <br /> Cmcrete(mil.3.275 ksi) 1-12" 1.3/8" i <br /> 1/4(I"S.-C.) P.T.Southern Pine(SG=0.55) 1• 1-vir TYP•GLAZING DETAIL // w <br /> (18 8 S.S.) Ungmuteri CMU,(ASTM C4I0 T 1 1-114- y/ / <br /> HuauSTOP ARH]nOP <br /> (EOUAL•LrfESRowr7 (PROWEWIORIEL SHOWN) <br /> --�-{ 314'NOM. -�{ 314'NOM. 71e'NOM. �+- -�{ 7/8'NOM. <br /> 118"ANNEALED OR I 3116'ANNEALED OR I I I <br /> TEMPERED GLASS TEMPERED GLASS 5/16"A/A PVB 5/16"A/A PVB------ <br /> 12'AIR SPACE 3/8"AIR SPACE \ 7/16'AIR SPACE 3/B'AIR SPACE <br /> 118"ANNEALED OR 3/16'ANNEALED OR _ y 1/8'ANNEALED OR 3/16'ANNEALED OR_ <br /> TEMPERED GLASS TEMPERED GLASS TEMPERED GLASS TEMPERED GLASS <br /> DURASEAL, 10 DURASEAL, DURASEAL, DURASEAL, <br /> SUPERSPACER SUPERSPACER___N SUPERSPACER SUPERSPACER 1 <br /> OR CARDINAL OR CARDINAL OR CARDINAL OR CARDINAL <br /> XLEDGE XLEDGE XLEDGE XLEDGE <br /> GLAZING TYPES I <br /> TABLE 4:REINFORCEMENT TYPES <br /> .. <br /> Reinforcementr�v •• <br /> Upper lJte Lower lJte . C_ •: <br /> REINFORCENT TYPE A REINFORCENT TYPE B REINFORCENT TYPE C <br /> - � .•..;r'J <br /> Level Bottom Bottom Side r r" <br /> Rail Top Rail Rail Reins VINYL SH WINDOW FPA(NON-IMPACT) $ 12/13/14 <br /> Rl B A A A S GLASS/ANCHOR OPTIONS o J ROSOWSKI <br /> R4 B A A N A CERT.OF AUTH.528206 ¢ F' <br /> 1070 TECHNOLOGY DRIVE �`g <br /> N.VENICE,FL 34275 a o A LYNN MILLER,P.E. i <br /> PVB INTERLAYER MANUFACTURED BY DUPONT INC.(AKA KURARAY AMERICA,INC.) (941}480-1600 N SH-5400 ,� NTS = 2 OF 4 £ FPA-5400.0 ¢z P.E.#58705 <br />