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TABLE 2:ANCHORS INSTALLED THROUGH FRAME TABLE 3:ANCHORS INSTALLED THROUGH INTEGRAL FIN _ Y <br /> Min.Edge On. Min.Edge, MIn. <br /> Aruhar &+male 0144ance Embadment Anchor Substrata Dietanee Embedment <br /> S P.T.=them a G■ . ) 711w, 1461, .14P x.131".Common Will. <br /> (steel,I"S.S, Steil,A36 3J8`. 0.050 Max.OP of$0.0 P.T.Southern Plne iSG�.55) 9/16' 2.7J16 <br /> or 410 S.S.) Steil Stud, 053 Gr,'33 3W 4.0346 20 Ga.} 211r x.131'Ring-shank N29 P.T.Southem Pine(SG=.55}. w1B' 2-7/16, <br /> Max.DP of we . Akiminum 0063-75 316r' 0.0713' 14 Ga. 241T x.145'Roobg NOR P.T.Southem PIM(SG-.55) W18' 2-VHS'. <br /> 012 SMS P.T.Southem Pine(SO-0.55} fY18" 138 P.T.Southem Piro(SG=.55) 3141 13J8" <br /> (eleei.1"S.S. Steil.A38. 31W 0.05t7' N10 SMS ; Aiw»fma,806345 3w, 0.0713-(14 Ga.) <br /> Sted Stud.A053 Gr.33 3/8' 0.0340'(20 Go.) (steel,18•B S.S. <br /> or 110 3.5.) Steel EllaGr.33. 3J8'. 0.034G(20 Ga.) <br /> Aluminum,e003 TS 3/8" 0.0713" 14 Ga. or 410 S.S.) <br /> 3t10'Wham P.T,S*Wwm Pine MG-0.55) 7116' 1-J8 Steil,A36 318' 0.050' <br /> (Steel) Concrete min.Z85 ksi I' 1-wr <br /> Max.DP of 50A tm led CMU, STM C•80 . 2-1/2" 1.1/A" ANCHOR NOTES: <br /> P.T.Southern Pine(SG-0.55) V 14r GE•r7oo OR <br /> 1l4 Utbuon ConCnTte n:2.85 kei 1` 13/4' 1)'UNGROUTED CMU'VALUES MAY DOYJ-T9t <br /> (steel) U tad CMU,(ASTM C 80) 2.12' 1.11 Be USED IONS. iRED CMU s1ucONE I <br /> APPLICATIONS. <br /> FOR C <br /> Concrete Qrrgn.785ka 2.112' 134" 1�2'NOM.GLASS <br /> P.T.Scullion Pine G�0.55 iw 1 S' 2)PANHEAD,FLATHEAD OR F�XTE�t4R BITE,TYP. <br /> f!4`Crek Fkx CSculli i Pine <br /> . i' 1�i4" HEXHEAD ARE ACCEPTABLE. 1. li <br /> (4/o S.S.) Un led CMU,iASTM C 80 2.1/2• 1.va' 31 ANCHOR LENGTH TO BE SO THAT - �` <br /> Concrete min.335 k 2-1/2- 13r4". A MIN.OF 3 THREADS EXTEND <br /> Canerete mIn.3,275ks i•112" 148' BEYOND THE METAL SUBSTRATE <br /> T <br /> t/4'ApplaOetor P Southem Phe Ga0.55) 1" I•s/8' TYP.GLAZING DETAIL <br /> ' ' <br /> Un ted CMU.(ASTM C430 2" 1.1/4' - -- ----- ..--- -.-—_ <br /> REINFORCENT TYPE A <br /> mNoow SHAFTS As ISHOWN BELOW OR Na•NDM. trs NDM. <br /> SIMILAR,MAY BE USEDEDBYBy INSCRIBING THE <br /> --'� <br /> SHAPE IN A BLOCK AND OBTAINING DESIGN <br /> PRESSURES AND ANCHORAGE PDR THAT BLOCK - <br /> SIZE FROM THE TABLE ON SHEET 1. 5)16"A/A PVB• -- -- Ey3 j 5/10-NtA PVB; I•- i REINFORCENT TYPE B <br /> ( iMDTH h+- -#{ WIDTH I..• 7/10"AIR SPACE -' y 318'AIRSPACE <br /> 118"ANNEALED OR \ r 3/16-ANNEALED OR I <br /> .-_ '_....; .�. I TEMPERED GLASS TEMPERED GLASS y '. -OURASEAL, DURASEAL, b. <br /> s wx $ La SUPERSPACER_•_ p SUPERSPACER„ REINFORCENT TYPE C. <br /> /i1 c1 r OR CARDINAL { OR CARDINAL f <br /> %I 7 XL EDGE XL EDGE F <br /> 1. <br /> aAc�rav GLAZING TYPES <br /> AhDAJSTOP <br /> (EOUH•IITfl SMOYfN) {PADVEWlpFEt 911aVN> <br /> TABLE 4:REINFORCEMENT TYPES PVB INTERLAYER MANUFACTURED BY DUPONT INC.tAKA KURARAYAMERICA,INC.) <br /> Iteinfonoernent : VINYLSH WINDOW FPA(IMP.-RESIST,) ;r 12113M4 <br /> Upper Ute Lower Ute - <br /> 'Levi Bottom bottom $11de GLASS/ANCHOR OPTIONS �a J RQSOWSKI <br /> Rail Top.Rall Rill Rails ® y(o Isr <br /> Rl B A A A CERT.OF AUTN.I29M c <br /> R2 C A A A 1070 TECHNOLOGY DRIVE r C{ <br /> N.VENICE.FL 34275 1 a. <br /> 0. •' .> Z A LvNN MILLER.P E <br /> (941}480.1600 N SH-5600 NTS Y 2OF 4 FPA-5500.0 0•• - P.E.aeLER <br />