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TABLE 2:ANCHORS INSTALLED THROUGH FRAME TABLE 3:ANCHORS INSTALLED THROUGH INTEGRAL FIN <br /> in.Min.Edge M Anchor Substrate Min.Edge Min. <br /> Anchor Substrate Distance Embedment Distance Embedment <br /> #to gms P.T.gout hem Pine(SG=0.55) 7176- 1-Y8' 2.112"x.131"Common Nail P.T.Southern Pine(SG=.65) 9/16" 2-7/16" <br /> (steel,18-8 S.S. Steel,A36 3/9' 0.050`1 Max.DIP Of WO <br /> or 410 S.S.) —Steel Stud,A663 Gr.33 3/8" 0.0346"(20 Ga.) 2-1W x.131"Ring-shank NO) P.T.Southern Pine(SG=.55) 911W 2-7116' <br /> Max.DIP of 50.0 Aluminum,6063-T5 3/9' 0,0713"(14 Ga.) 2-1/2"x.145"Roofing Nail P.T.Southern Pine(SG=.55) 9/16" 2-7/16" <br /> #12 SMS P.T.Southem Pine(SG=0,66) 0116' I'VIT, P.T.Southem Pine(SG=.55) 3/4" 1-318, <br /> Steel,A36 31W 0.050" #10 SMS --- <br /> (steel,1M S.S. Steel Stud,AB53 Gr.33 5/9, 0.0346"(2D Ga.) (steel,I"S.S. Aluminum,6063-TS 31W 0.0713"(14 Ga.) <br /> or 410 S.S.) Aluminum,6063-T5 3/9' 0.0713"(14 Ga.) or 410 S.S.) Steel Stud,Gr.33 3/8" .0.0346'(20 Ga.) <br /> 3/16"Ultracon P.T.Southem Pine(SG-0.55) 71161, 1-3M' Steel,A36 77j7_5i8- 0.050- <br /> (steel) Concrete(min.2.85 ksl) I" 1318 WINDOW SHAPES AS SHOWN BELOW OR <br /> Max.DIP of 50.0 SIMILAR,MAY BE USED BY INSCRIBING THE <br /> Ungrouted CMU,(ASTM C-90) 2-1/2" 1 1-1/4" ANCHOR NOTES: SHAPE IN A BLOCK AND OBTAINING DESIGN <br /> P.T.Southern Pine(SG=0.66) 11. i_vvl GE-7700 OR PRESSURES AND ANCHORAGE FOR THAT BLOCK <br /> 114"Ultracon Concrete(min,2.85 ksl) V 11�'V _ I)-UNGROUTED CMU*VALUES MAY DOW-791- SIZE FROM THE TABLE ON SHEET 1. <br /> BE USED FOR GROUTED CMU SILICONE <br /> (steel) Ungmuled CMU,(ASTM C-90) 2-1/2" 1-1/4" APPLICATIONS. GLASS WIDTH WIDTH <br /> (SG= <br /> k <br /> C 0 s <br /> T M 6 6 <br /> 2-111" <br /> 38" <br /> V4 <br /> TM V <br /> C�90 1_1/4 <br /> Concrete(min.2.85 ksl) 2-1/2" 1-NI14" <br /> BITE TYP, <br /> 2)PANHEAD,FLATHEAD OR <br /> P.T.Southern Pine IS— EXTERIOR Ilf X <br /> 0 65 1 V HEXHEAD ARE ACCEPTABLE. <br /> 114"Crete-Flex Concrete(min.3.35 ksl) 11_y4" T <br /> STI 1� " <br /> 11 IAT(410S.S.) Ungmuted CMU,(ASTIM C-90 2-1/2" 1-1/4" 1)ANCHOR LENGTH TO 13E SO TI­ <br /> C40 <br /> 1 1 ',MIN.OF 3 THREADS EXTEND 0 <br /> Concrete(min,3.35 ksi) 2-1/2" 1_W411" w Fu Ou <br /> 5 l_yB' BEYOND THE METAL SUBSTRATE, X <br /> Conemle(min,3.2�75 ksl) 1-1/2' 1-g: TYP. GLAZING DETAIL <br /> 1/4"Aggre-Gator (S a I VB. <br /> 1V8 P.T.Southem Pine(SG=--0.55) ill <br /> Jil <br /> (i S.S.) STM C�0) Z' <br /> W2 Ungrouted CMU,(ASTM C-90) Z' t <br /> A— P <br /> (EGLZT1UTSETS`NOWN) (PROVIEWIORIEL SHOWN) <br /> 314'NOM. 314,NOM, 718'NOM.. 7/8,NOM.. <br /> A <br /> 1/8"ANNEALED OR 3/16"ANNEALED OR <br /> TEMPERED GLASS TEMPERED GLASS 1 5116"A/A PVB 511 6"A/A PVB <br /> "AIR <br /> 1/2"AIR SPACE 3/8"AIR SPACE- 7/16SPACE 318"AIR SPACE <br /> 1/8"ANNEALED OR 3/16"ANNEALED OR F 1/8"ANNEALED OR 3/16"ANNEALED OR <br /> TEMPERED GLASS TEMPERED GLASS TEMPERED GLASS TEMPERED GLASS <br /> DURASEAL, \0 DURASEAL, DURASEAL, DURASEAL, <br /> J� <br /> SUPERSPACER SUPERSPACE _. SUPERSPACER ER C <br /> _ SUPERSPA ER <br /> _ <br /> _ OR CARDINAL OR CARDINAL OR CARDINAL OR CARDINAL <br /> XL EDGE XL EDGE XL EDGE XL EDGE <br /> GLAZING TYPES <br /> LJL,, <br /> TABLE 4:REINFORCEMENT TYPES 0,0", <br /> Reinforcement <br /> REINFORCENT TYPE A REINFORCENT TYPE B REINFORCENT TYPE C <br /> Lower Lite <br /> Level Bottom Bottom Side "C-7CA <br /> per lice Bottom <br /> 12/13114 <br /> all Top Rail VINYL SH WINDOW FPA(NON-IMPACT) <br /> rRall Rail Rails <br /> G� GLASS/ANCHOR OPT �j J ROSOWSKI L ,01­ <br /> RI B A A A T <br /> R2 C A A A <br /> R4 B A A N/A cE:r.OF AUTH.#29296 <br /> 1070 XCHNOLOGY DRIVE <br /> N.VEN 10E.FL 34275 <br /> A.LYNN MILLER,P.E. <br /> 941 -W-1600 FPA-54011.0 P�E.#58705 <br /> PVS,INTERLAYER MANUFACTURED BY DUPONT INC,(AKA KURARNY AMERICA.INC.) <br />