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TABLE 2.ANCHORS INSTALLED THROUGH FRAh1E TABLE 3:ANCHORS INSTALLED THROUGH INTEGRFI FIN <br /> Min.Edge Min. M(n.Edge Min. <br /> Anchor Substrate Distance Embedment Anchor Substrate Distance Embedment <br /> tS10 SMS P T Southem Pine(SG=0.55) 7/16" 13+8" 2-t12'x 131'Common Nail p T Southem Pine(SG=.55) 9/16" 2-7/16" <br /> (steel,18�5.5. Steel,A36 318" 0.050" Max.DP of 50.0 <br /> or 410 S.S.) Steel Slud,A653 Gr.33 3/8" 0.0346"(20 Ga.) 2-1/2"x 131"Ring-shank Nail P T Southem Pine(SG=.55) 9n6" 2-7/16" <br /> Max.DP of 50.0 Aluminum,6063-TS 3/8" 0.0713"(74 Ga.) 2-1l2"x 145'Roofing Nail P T Southem Pine(SG=.55) 9/16" 2-7/'16" <br /> #12 SMS P T.Southem Pine(SG=0.55) 9/16" '13I8' P T Southem Pine(SG=55) 3/4° 1-3/8" <br /> Sleel,A36 3/8" 0.050" ti10 SMS Aluminum,606&T5 3l8" 0.0713"(14 Ga.) <br /> (steel,18-8 S.S. Steel Stud,A653 Gr.33 3!8" 0.0346"(20 Ga.) (steet,18-8 S.S. <br /> or 410 S.S.) or 410 S.S.) Steel Stud,Gr 33 318" 0.0346"(20 Ga.) <br /> Aluminum,6063-TS 3/8" 0.0773"(14 Ga.) Steel,A36 3I8" 0.050' <br /> 3116"Ultracon P T.Southem Pine(SG=0.55) 7/16" 13�8" <br /> (steel) Concrete(min.285 ksi) 1" 1�l8" <br /> Max.DP oi 50.0 Ungrouted CMU,(ASTM C30) 2-1/2" 1-1/4" qNCHOR NOTES: � '� <br /> P.T.Southem Pine(SG=0.55) 1" l.yB" GE-77000R �� <br /> 1/4"Ultt'dcOn Concrete(min.2.85 ksi) 1" �a/q" 1)'UNGROUTED CMU^VALUES MAY DOW-791 , <br /> (StCel) Uf1gfClutBd CMU,(AS1N1 C30) 2-117' �_�/q�� BE USED FOR GROUTED CMU SILICONE I <br /> APPLICATIONS. �/2"NOM.GLASS <br /> Concrete(min.2.65 ksi) 2-1l2" 13�4" � eirE 7vP <br /> P T Southem Pine(SG=0.55) 1" �af$" 2)PANHEAD,FLATHEAD OR EXTERIOR � <br /> HEXHEAD ARE ACCEPTABLE. � <br /> 1/4`Creteflex Conerete(min.3.35 ksi) 1" 13�4" <br /> (410$.5.� Ungrouted CMU,(/1STN�C.90) 2-1/2° 1-1/4" 3)ANCHOR LENGTN TO BE 50 THAT ' <br /> Concrete ITdII.3.35 k5i 2-1/2" 1�/4" AMIN.OF3THREAD5 EXTEND , <br /> Concrete(min.3.275 ksi) �-�/2" ��18^ BEYOND THE METAL SUBSTRATE. <br /> i/a"Aggre-Gata P,T Southem Pine(SG=0.55) 1^ t.3/8" TYP GLAZING DETAIL � <br /> (1&8 S.S.) Un routed CMU, ASiM C�90) 7' 1-1/4" <br /> REINFORCENT 7YPE A <br /> WINDOW SHAPES AS SHOWN BELOW OR � 716'NOM. � � 7/8'NOM. -�— n II ' <br /> SIMIIAR,MAY BE USED BY INSCRIBING THE i I uL <br /> SHAPE IN A BLOCK AND OBTAINING DESIGN ��� <br /> PRESSURES AND ANCHORAGE FOR THAT BLOCK , <br /> SIZE FROM THE TABLE ON SNEET 1. 5/16"AlA PV8 -i� 5/16"A/A PVB i REINFORCENT TYPE B <br /> i <br /> —�{ WIOTH r— --� WIDTH �-- 7/16"AIR SPACE 3/8"AIR SPACE " <br /> \ . <br /> � x``��� `� 'I/8"ANNEALED.OR � � 3/16"ANNEALED OR � � � <br /> /�' � �� � � TEMPERED GLASS \ TEMPERED GLASS i i ' <br /> _ � T DURASEAL, � DURASEAL. �! ' f � <br /> � - w w . c9� SUPERSPACER SUPERSPACER REINFORCENT TYPE C <br /> i '� � _ � �'w OR CARDINAL OR CARDINAL j�� <br /> "' = XL EDGE XL EDGE <br /> / ;� � <br /> 1 '1. GLAZING TYPES <br /> FADIUSTOP PRLHTOP <br /> (EOUAL{�TESMOWN) (PROVIEWIORIELSHOWNI , <br /> � „i � 1 <br /> PVB INTERLAYER tdANUFACTURED BY DUPONT INC.(AKA KURARAY AMERICA,INC.) , ,_ � � . <br /> TABLE4:REINFORCEMENTIYPES .�- <br /> Relnforcement � VINYL SH WINDOW FPA(IMP:RESIST) 0 12/13/14 , � -; ! <br /> Up erLlte Lowerlite ,; > _ �f/Y� <br /> Level Bottom Bottom Slde p GLASSIANCHOROPTIONS Gv J ROSOWSKI : G� 61��I�S - <br /> Rafl Top Rall Ryll Ralls •- ;° - _ - <br /> o , <br /> q CC� -� - , ` � , <br /> RS B A A A CERT OF AUTH.q29296 N ` , <br /> ft2 C A A A 'f070 TECHNOLOGY DRIVE � �� �, ; . • <br /> N.VENICE,FL 34275 � � � A LYNN 6fILLER,P.E. <br /> (941)-480-1600 N SH-5500 �, NTS r 2 OF 4 �,i FPA-5500.0 �° P,E.N58705 <br />