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(1 <br /> TABLE 2;ANCHORS INSTALLED THROUGH FRAME TABLE 3:ANCHORS INSTALLED THROUGH INTEGRAL FIN <br /> Anchor Substrate Min.Edge Min. pn�or Subshate �1in.Edge Mln. �� <br /> Distance 6nbedment Distance Embedment <br /> #10 SMS P T.Southem Pine(SG=0.55) 7/76" 1�8" 2-1/2°x 131'Common Nail p T Southem Pine(SG=.55) 9/16" 2-7/16" <br /> (steel,18�S.S. Steel,A36 3/B" 0.050" Max.DP of 50.0 <br /> or 470 S.S.) Steel Stud,A653 Gr.33 3/8" 0.0346"(2(1 Ga.) 2-1/2"x 131"Ring-shank Nail P T Southem Pfne(SG=.55) 9/16° 2-7/16" <br /> Max.DP of SO.D Aluminum,8063-TS 3/8" 0.0713" 14 da. &�/2^x 145"Roofing Nail P T Soulhem Pine(SG=.55) 9/16° 2-7/16" <br /> #12 SMS P T.Southem Pine(SG=0.55) 9/16" 1�I8" P T Southem Pine(SG=.55) 3/4" 1-3l8" <br /> (steel,188 S.S. Steel,A38 3!8" 0.050" #10 SMS Aluminum,6063T5 3/B" 0.0713"(14 Ga.) <br /> Steel Stud,A653 Gr.33 3!B" 0.0346"(20 Ga.) (steel,18-9 S.S. <br /> w 410 S.S. Steel Stud,Gr.33 3/B" 0.034G(20 Ga.) <br /> � Aluminum,8063-T5 3!8" 0.0713" 14 Ga. or410 S.S.) Steel,A36 3!8" 0.050• <br /> 3/76"Ultracon P T Southem Pine(SG�.55) 7/18" 13/8" <br /> (steel) Concrete(min.2.85 ksi) 1" 1�/B' <br /> Max.DP of 50.0 Ungrouted CMU,(ASTM C.90) 2-1/2�' 1-1/4" ANCHOR NOTES: <br /> P.T.Southem Pine(SG=0.55) 1" 1�B" GEa�oo ott <br /> 1/4"UIt2COf1 Concrete(min.2.85 ksi) 1" �a/q" �)`UNGROUTED CMU"VALUES MAY DOW-791 —I <br /> BE USED FOR GROUTED CMU SILICONE 1 <br /> (S�CC�) Ungrouted CMU,(ASTIVI G90) 2-1/2° 1-1/4�� APPLICATIONS. - L <br /> Concrete(min.2.85 ksi) 2-1/2" 1-3�4" O 1!2"NOM.GLASS <br /> P.T Southam Pfne(SG--0.55 1" ��I$" 2)PANHEAD,FLATHEAD OR EXTERIOR BITE lYP. <br /> 1!4"Crete-Fiex Concrete(min.3,35 ksi) �" ��4� HEXHEAD ARE ACCEPTABLE. � <br /> (410 S.S.) Ungrouted CMU,(ASTM C90) 2-1/2" 1-1(4" 3)ANCHOR LENGTH TO BE SO THAT <br /> Concrete min.3.35 ksi 2-1/2" 13/4" A MIN.OF 3 THREADS EXTEND <br /> Cmcrete(min.3.275 ksi) �-�/Z" �,3/8�� BEYOND THE METAL SUBSTRATE. <br /> �l4"Aggre-Gator pT SouthemPine(SC�0.55) �" t�e" TYP. GLAZING DETAIL � <br /> (18-8 S.S.j Un routed CMU, ASiM G80 7' t-1l4" <br /> REINFORCENT TYPE A <br /> WINDOW SHAPES AS SHOWN BELOW OR � 7/8•NOM. � � 7!8'NOM. �-+— n II <br /> SIMILAR,MAY BE USED BV INSCRIBING THE <br /> SHAPE IN A BLOCK AND OBTAINING DESIGN � I��� <br /> PRESSURES AND ANCHORAGE FOR THAT BLOCK � !1 <br /> SIZE FROM THE TABLE ON SHEET 1. 5/16"A/A PVB - --- 5J16"A/A PVB REINFORCENT TYPE B' <br /> —�� WIDTH �— -�-� WIDTH �— 7/16"AIR SPACE 3/8"AIR SPACE <br /> T � � � 1!8"ANNEALED OR 3I16"ANNEALED OR � <br /> I TEMPERED GLASS TEMPERED GLASS <br /> � � � �/ T DURASEAL, OURASEAL, <br /> w w w cv= SUPERSPACER SUPERSPACER REINFORCENT TYPE C <br /> _ � _ '- �w OR CARDINAL' OR CARDINAL <br /> I � i I �/ � 1= XL EDGE XL EDGE <br /> L RADIUSTOP S MCHTOP 1 GLAZING TYPES <br /> (EOUAL-LITESHOWN) (PROVIEW/ORIELSHOWN) <br /> �1.i�. . �/, <br /> \ ' � !`.' , <br /> I \\ '.� '_ <br /> PVB INTERLAYER MANUFACTURED BY DUPONT INC.(AKA KURARAY AMERICA,INC.) " <br /> TABLE 4:REINFORCEMENT TYPES • � „-- -- ' <br /> Reinforcement � VINYL SH WINDOW FPA(IMP-RESIST.) 0 12113/14 -��.r::. � ": <br /> U erLite LowerLite " -� <br /> Level 8ottom Bottom Side o GLASS/ANCHOR OPTIONS oa; J ROSOWSKI - � (���_� <br /> Rall Top Rall �II Ralls _ 6'(°1 s, ,�r-. <br /> � - .'i; -� - <br /> RI B A A A CERT OFAUTH.q29296 � a� � ��±�,�!':"•� � � <br /> R2 C A A A 1070 TECHNOLOGY DRIVE a �o 'r,',';� <br /> >;o C,l;`: <br /> N.VENICE,PL 34275 « m � � , �''�^ ��:�' � <br /> (941)-480-1600 � SH-5500 ° NTS ° 2 OF 4 �z FPA-5500.0 p z A LYNN MILLER,P.E. <br /> v� N P.E.q 58705 <br />