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� <br />� ' TABLE 2:ANCHORS INSTALLED THROUGH FRAME TABLE 3:ANCHORS INSTALLED 7HROUGH INTEGRAL FIN <br /> Anchor SubstraUe Min.Edge Min.Embedment Anchor Subatrete Min.Edge Min. � I <br /> Distance Distanee 6nbedment <br /> #10 SMS P.T.Southem Pe�e(SG--9.55) 7/16" 1-31 2-1l7'x 131"Common Na�7 p T.Southem Pine(SG=.5S) 9H6' 2-7/16' REINFORCENT TYPE A <br /> (steel,18�S.S. Steel,A36 3/B° 0.050" Max.DP of 50,0 <br /> or 410 S.S.j Sleel Stud,A853 Gr.33 3/B" 0.0346"(20 Ga. 2-1/2"x 131"Wtr�ahaak Nail P T.Southem Pine(SG=.55) B/16" 2-7/16" <br /> Max.DP of 50.0 Aiuminum,8�63 T5 3/B" 0.0713" 14 Oa.) 2.1/2^x.145"Rooting Nall P.T.Sauthem Pine(SG=.55) 9/16" 2-7/16" �� 1 <br /> #12 SMS P.T.Southem Phe(SCr0.55) 9/76" 1�3/8" P T.Saithem Pine(SG=.55) 3/4' 1-3l8" (I`/ 11 � <br /> steel,18-8 S.S. Steel,A36 3B" 0.050" i�10 SMS Aluminum,6063T5 3/8' 0.0713"(14 Ga.) p � ; <br /> ( Steel Stud,A653 Gr 33 3/8" 0.0346"(20 Ga.) (steel,18-8 S.S. <br /> or 410 S.S.) or 410 S.S.) Stee!SWd,Gr.33 3I8' 0.0346"(2D Ga.) REINFORCENT 7YPE B i <br /> Aluminum,8083-'IS 3/8" 0.0713" 14 Ga. <br /> 3/18"Ultracon P.T.Southem Pne(SG=0,55) 7/18" 1318" steel,A36 3l8' 0.050" � <br /> (steel) Concrete(min.285 ksi) 1" 13l8" <br /> Max.DP of 50.0 Ungmuted CMU,(ASTM C�0) 2-1/Z' �-��4� ANCHOR NOTES: � � <br /> P.T.Soufhem Pme(SC�0.55) 7" 13/8" TABLE 4:REINFORCEMENT TYPES i <br /> 1/4"UlttaCon Ca0C12te(min_285 k5i) 1" i-3�4", 1)'UNOROUTED CMU'VALUES MAY i <br /> BE USED FOR GROUTED CMU Reinforcement j <br /> (steel) Ungrouted CMU,(AS7M C-90) 2-1/7' 1-1l4" qppLICATlONS. VBI1t MeeUng REINFORCENT TYPE C <br /> Concrete(min.285 ksi 2-1/2" 1-314" Lavel f <br /> P.T.Southem Pme SG=D.55) 1" 1�318" Z)PANHEAD,FLATHEADOR (451d85) R2I� n � <br /> 1/4"CBtCf'127t Concrete(min.3.35 ksi) 1" �.$�Q" H�HEAD ARE ACCEPTABLE. Rl A D � 4 <br /> (410 S.S.) Ungrouted CMU,(ASlTUI C�90) 2-1/2" 1-1/4" 3)ANCHOR LENGTH 70 8E SO THAT R2 A E ; <br /> Concrete min.3.35 ksf 2-1/2" 1$�4" A MIN.OF 9 TNREA�S EX7END � 8 E 9 <br /> Concrete(min.3.Z75 ksi) 1-1/2" �3/g" BEYOND THE METAL SUBSTRATE. R4 C f REINFORCENT TYPE D � <br /> ��4�A88��� P,T.Southem Pme(SG=D.55) 1" 1318" <br /> (18�S.S.) Un muted CMU, S'IM CJO 2' 1-1/4" ' <br /> U U i <br /> � y4"ptp�p. r— —�{ 3I4'NOM. � —�{ 7/8'NOM. � —�►I 7/8•NOM. � h <br /> I I REINFORCENT TYPE E E <br /> s <br /> 1/8"ANNEALED OR 3/16"ANNEALED OR j <br /> TEMPERED GLASS TEMPERED GLASS 5/1fi"A/A PVB 5/16'A/A PVB i <br /> 1/2"AIR SPACE 3/8"AIR SPACE 7/16"AIR SPACE 3/8"AIR SPACE -- � i <br /> 1/S°ANNEALED OR 3J16"ANNEALED OR 1/8'ANNEALED OR 3/16"ANNEALED OR <br /> TEMPERED GLASS TEMPERED GLASS \ 1 TEMPERED GLASS TEMPERED GLASS� REINFORCENT TYPE F i <br /> DURASEAL, �URASEAL, i DURASEAL, DURASEAL, � <br /> i <br /> SUPERSPACER SUPERSPACER SUPERSPACER SUPERSPACER__ : <br /> OR CARDINAL OR CAROINAL OR CARDINAL OR CARDINAL t <br /> XL EDGE X�EDGE XL EDGE XL EDGE �--�--�-- � <br /> GLAZING TYPES � <br /> ,,,, . ,,::,�; <br /> � ;�`�.,`c ;��,f,�;S,r- '%.. ; <br /> ,.�:. <br /> ce-noo oR/ — .. - . ; ( <br /> .;;:.: _.;:.�,� � 't <br /> �W_791 PVB INTERLAYER MANUFACiURED BY DUPONT INC.(AKA KURARAY AMERICA,INC.) ��= ; � <br /> SILICONE ' „ 4� 4,`„�5 ,�/� � <br /> 1/2'NOM.GLASS ;=VINYLHRWINDOWFPA(NON-IMPACT) � 12/13/14 = � � _ � <br /> B��TMP � GLASS/ANCHOR OPTIONS om J ROSOWSKI (, � S � <br /> E%TERIOR a' a'� ;�� � O I J�%,:`' <br /> a � ; 0 � ;g � �, :���`,:>>- : ,_�: � <br /> CERT.OFAUTH.lF29296 � � ^.i1�Y ..� `;��. ` <br /> TYP.GLAZING DETAIL 1070 TECHNOLOGY DRIVE N >� -r ;';.';�+`' ( <br /> N.VENICE,FL 34275 � < ;, �� . . � <br /> , (941)-480-1600 e HR•5410 � NTS N 2 OF 4 o i FPA-5410,0 �z A�Y�.n O6 P E � <br />