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TABLE 2:ANCHORS INSTALLED THROUGH FRAME TABLE 3:ANCHORS INSTALLED tHROUGH INTEGRAL FIN <br /> Min.Edge Min. Min.Edge 0.71n. � <br /> Anehor Substrate Distance finbedment Anchor Sub�rate Distance Embedment <br /> #10 SMS P.T ou em (ne(SG=0.55) 7/18" 1�3/B" 2-1/7'x 131"Common Nall p T.Southem Pine(SG=.55) 9116' 2-7/16' REINFORCENT TYPE A <br /> (steel,1&8 S.S. Steel,A38 3/6" O.OSU' Max.DP of 50.0 <br /> or 410 5.5.) Steel Stud,A653 Gr.33 3/8" 0.0346"{ZO Ga,) 2_�/2^x.131"Ring-shank Nail P T.Sauthem Pine(SG=.55) 9/16° &7/16' <br /> Max.DP oi50.0 qluminum,80B3-T5 3/8" D.050" 2-1/2"x.145°Roofing Nait P T.Soulhem Pine(SG=.55) 9/16° 2-7/16" ��-,� <br /> #12 SMS P•T.Southem Pfne{SG--0.55) B/18" 1�3+8" P.T.Soulhem Pine(SG=.55) 3/4" 1-3/8" r/ �� <br /> Steel,A38 3!8" 0.050" #10 SMS Aluminum,6063�T5 3/8" 0.050° <br /> (steel,1&8 S.S. Steel Stud,A853 Gr.33 3/8" 0.0348"(20 Ga.) (steel,18-8 5.5. <br /> or 410 S.S.) Alumfnum,8083-TS 3l8" 0.063" or 410 s.s.) Sted stud,Gr.33 3!8° 0.o34s°(20 Ga.) REINFORCENT TYPE B , <br /> 3116"Ultracon P.T.Southem Pine(SG=0.55) 7/18" 13lB' <br /> Steel,A36 318° 0.050' <br /> (steel) Concreta(min.285 ksi) T' 13/8" <br /> Max.DP of 50.0 Ungrouted CMU, STM C�0) 2-12" 1-1/4" ANCHOR NOTES: � � <br /> P T.Souffiem Pine(SG=0.55) 1" 13/B" I�� � <br /> 1/4"UIIIJC011 Cancrete(min.265 ksi) 1" 13/4" �)'UNGROUTED CMU'VALUES MAY TABLE 4:RFINFORCEMENTTYPES � U <br /> BE USED FOR GROUTED CMU Reinforcement � <br /> (steeq Ung�outed CMU,(ASTAA C�0} 2-9/2" 1-1/4" APP�icnTioNS. REINFORCENT TYPE C ; <br /> Vent Meeting <br /> Concrete min.285 ksi 2-1/2" 13+4° Levei ; <br /> P T.Southem Pine(SCr-0.55) 1" »/8^ 2)PANHEAD,FLATHEAD OR (4 sides) Rail � <br /> HEXHEAD AREACCEPTABLE p � <br /> 1/4"Crete-Flex Concrete{min.3.35 ksi) 1" 1314" R7 A D n �I ! <br /> (41 O S.S,� Ungrouted CMU,(ASTM C-90 2-1/Z" �-1/4" 3)ANCHOR LENGTH TO BE SO THAT R2 A E ��—'"J�" ; <br /> A MIN.OF 3 THREA�S EXTEND R3 g E u—UI - <br /> Concrete min.3.35 ksi 2-7/2" 1�4° j <br /> BEYOMD THE METAL SU6STRATE. I <br /> ��4„A99��� Concrete(min.3.275 ksl) 1-V2" 1�/8" R4 C F REINFORCENT TYPE D <br /> (1B-B S.S.) P•T.Southem Pine(SCr-0.55) 1" 13��' <br /> Un routed CMU, ASThA C5Q 7' 7-1/4° <br /> � { <br /> —�j 31a•NoM. �+- —�{ 314'NOM. � � 7/B'NOM. � � ��8�N�• � REINFORCENT TYPE E <br /> I I I � <br /> 1/8"ANNEALED OR 3l16"ANNEALED OR � <br /> TEMPERE�GLASS TEMPERED GLASS 5116"AlA PVB 5/16"A/A PVB ` <br /> 1!2"AIR SPACE 3/8"AIR SPACE 7/1fi"AIR SPACE 318"AIR SPACE � i <br /> 1/8"ANNEALED OR 3/16'ANNEALED OR 1/8"ANNEALED OR 3/16"ANNEALED OR � <br /> TEMPERED GLASS TEMPERED GLASS TEMPERED GLASS TEMPERED GLASS — � <br /> REINFORCENT TYPE F 1 <br /> DURASEAL, DUR,4SEAL, DURASEAL, DURASEAL, <br /> SUPERSPACER SUPERSPACER SUPERSPACER SUPERSPACER i <br /> OR CARDINAL OR CARDINAL OR CARDINAL OR CARDINAL � <br /> XL EDGE XL EDGE XL EDGE XL EDGE � <br /> GLAZING TYPES � <br /> \���iiiui��� i <br /> ���p��LYN�d A,/( ��'�i <br /> GE-D7700 O9 PVB INTERLAYER MANUFACTURED BY DUPOMT INC.(AKA KUR4RAY AMERICA,INC.) � �=��\ ����'�SE (F'Q �% ; <br /> SILICONE � ��: x�'_ i <br /> a 1/2'NOM.GLASS � VINYL HR WINDOW FPA(NON-IMPACT) 0 12/13/14 _ : no.ss�o5 ^ i <br /> eire rrP. /� t <br /> EXTaR , o GLASSlANCHOR OPTIONS om J ROSOWSKI �'�.(�' ��6 /5':v` � � <br /> � � > ;= - C • 7EO '.��: <br /> CERT OFAUTH.q29296 p �o° ;��C`S• FLUR1D? ��j�;' � <br /> TYP.GLAZING DETAIL 1070 TECHNOLOGY DRIVE q �o �''�S�dNA��,�` l, <br /> N.VENlCE,FL 34275 � d i <br /> (941}480-1600 m HR-5410 ° NTS i 2 OF 4 o z FPA-5410.0 �z A•LYNN MILLER P.E. , <br /> � �n P.E.#58705 i <br /> � � <br /> I <br />