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t <br /> TABLE 2:ANCHORS INSTALLED THROUGH FRAME TABLE 3:ANCHORS INSTALLED THROUGH INTEGRAL FIN <br /> Anchor Substrate Min.Edge Min. Min.Edge Min. " <br /> Distance Embedment Anchor Substrate Distance Embedment <br /> #10 SMS P.T.Southem Pine(SG-0.55) 7/16" 13/8" 2-1/2"x.131"Common Nail P.T.Southem Pine(SG=.55) 9/16" 2-7/16" <br /> (steel,184 S.S. Steel,A36 3/6' 0,050" Max.DP of 50.0 <br /> or 410 S.S.) Steel Stud,A653 Gr.33 3/8" 0.0346"(20 Ga.) 2-1/27 x.131"Ring-shank Nail P.T.Southem Pine(SG=.55) 9/16" 2-7/16" <br /> Max.DP of 50.0 Aluminum.6063-T5 3/8" 0.0713' 14 Ga.) 2-1/2"x.145"Roofing Nall P.T.Southem Pine(SG=.55) 9/16" 2-7/16" <br /> #12 SMS P.T.Southem Pine(SG=0.55) 9116" 13/8" P.T.Southem Pine(SG=.55) 3/4' 1-WB" <br /> Steel,A36 3/8' 0.050" #10SMS <br /> (steel,1"S.S. Aluminum,6063T5 ale' 0.0713"(14 Ga.) <br /> Steel Stud,AB53 Gr.33 3/8" 0.0346"(20 Ga.) (steel,18-8 S.S. <br /> or 410 S.S.) Aluminum,6063-T5 3/8" 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) 7/16" 13/8" <br /> Steel,A36 318' 1 0.050" <br /> (Steel) Concrete(min.285 ksi) 1" 13/8" WINDOW SHAPES AS SHOWN BELOW OR <br /> Max.DP of 50.0 Ungrouted CMU,(ASTM C-90) 2-1/2" 1-1/4" ANCHOR NOTES: SIMILAR,MAY BE USED BY INSCRIBING THE <br /> P.T.Southem Pine(SG=-0.55) 1' 13/8" GE-7700 OR SHAPE IN A BLOCK AND OBTAINING DESIGN <br /> 1)-UNGROUTED CMU'VALUES MAY DOW-791 PRESSURES AND ANCHORAGE FOR THAT BLOCK <br /> 1/4"Ultracan Concrete(min.2.85 ksi) 1" 13/4 BE USED FOR GROUTED CMU SILICONE SIZE FROM THE TABLE ON SHEET 1. <br /> (steel) Ungrouted CMU,(ASTM C-90) 2-1/2" 1-1/4" I APPLICATIONS. ---. :f <br /> Concrete min.285 ksi 2-1/2" 1:54" 1/2'NOM.GLASS +{ WIDTH �; WIDTH �— <br /> P.T.Southem Pine(SG=0.55) 1" 13I8" 2)PANHEAD,FLATHEAD OR EXTERIOR O SITE TYP_. - - <br /> HEXHEAD ARE ACCEPTABLE <br /> 114"Crete-Ilex Concrete(min_3.35 ksi) 1" 13/4" a I �/ <br /> (410 S.S.) Ungrouted CMU,(ASTM C-90) 2-1/2" 1-1/4' 3)ANCHOR LENGTH TO BE SO THAT �/ F� �� { I <br /> Concrete min.3.35 ks( 2-1/2" 13/4- A MIN.OF 3 THREADS EXTEND L7 (7 C7 r <br /> BEYOND THE METAL SUBSTRATE ' <br /> Concrete(min.3.275 ksi) 1-1/2" 13r8" = = w r,_ <br /> 1/4"AggreGatar P.T.Southem Pine(SC�.55) t" 13/8 TYP.GLAZINGDETAIL W = ___.� �= i <br /> Ungrouted CMU, ASTM C�0 2' 1-114" z i // y ! <br /> RAoIUSTOP ARC TOP i <br /> (EQUAL.LQESHOM) (PROVIEATORIEL SHOWN) <br /> 3/4'NOM. i —�{ 3/4'NOM. �— —�-{ 7/8'NOM. —� 7/8-NOM. 1 <br /> 1/8'ANNEALED OR_ 3/16"ANNEALED OR J <br /> TEMPERED GLASS TEMPERED GLASS 5/16'A/A PVB 5/16'A/A PVB— <br /> 3/8"AIR SPACE 7/16"AIR 3/8"AIR SPACE1/2'AIRSPACE <br /> 1/8"ANNEALED OR_ �� a 3/16"ANNEALED OR `1 1/8-ANNEALED OR 3/16"ANNEALED OR <br /> TEMPERED GLASS • TEMPERED GLASS T, TEMPERED GLASS L TEMPERED GLASS <br /> DURASEAL, DURASEAL, DURASEAL, DURASEAL, <br /> SUPERSPACER __• / SUPERSPACER___t�K SUPERSPACER SUPERSPACER_ <br /> OR CARDINAL OR CARDINAL OR CARDINAL OR CARDINAL <br /> XL EDGE XL EDGE XL EDGE XL EDGE <br /> GLAZING TYPES IIf1�I ,�Jp <br /> TABLE 4:REINFORCEMENT TYPES +�' I^� L <br /> Reinforcement <br /> REINFORCENT TYPE A REINFORCENT TYPE 8 REIN FORCENT TYPE C <br /> Upper Lite Lower Ute <br /> Level Bottom Bottom Side <br /> Top Rail ti VINYL SH WINDOW FPA(NON-IMPACT) 12/13/14. I <br /> Rail Rail Rails <br /> Rl B A A A GLASS/ANCHOR OPTIONS R,a JROSOWSKI ` L+ (S <br /> R2 C A A A ® I <br /> R4 B A A N/A CERT.OF AUTH.#29296 <br /> 1070 TECHNOLOGY DRIVE <br /> N.VENICE,FL 34275 <br /> 941 480-1600 SH-5400 r NTS 2 OF 4 o z FPA-5400.0 q A LYp EA59705 <br /> MILLER. <br /> P.E. <br /> PVB INTERLAYER MANUFACTURED BY DUPONT INC.(AKA KURARAY AMERICA.INC.) ( )- <br />