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TABLE 2:ANCHORS INSTALLEO 7HROUGH FRAME TABLE 3:ANCHORS INSTALLED THROUGH INTEGf7AL FlN <br /> Anchor Substrate �in.Ed� Min. Anchor Sub�rate d11n.Edge Mln. I <br /> Disfance Embedmerrt Distance Embedment <br /> #10 SMS P.T.Southem Pine(SG--0.55) 7/16" 1 8" 2-112"x 131"Common Nail p T.Soulhem Pine(SG=.55) 9/16" 2-71�G <br /> (steel,18-8 S.S. Sted,A38 3l8" O.OSQ' Max.DP ot 60.0 <br /> or 410 S.S.) Steel Stud,A853 Cic 33 3/B" 0.0346"(ZO Ga.} 2.1/2'x 131'Rfngshank Nail P T.Southem Pine(SG=.55) 9/16' 2-7l15 � <br /> Max.DP of 50.0 Aluminum,8083-TS 3/8" D.0713" 14 Ga, 2_1!2"x 145'RooAng Nail P T.Southem Pine(SG=.55) 9/16" 2-7/16' ! <br /> #12 SMS P•T Southem Pine(SC�0.55) 9(18" 1�8" P T.Soulhem Pine(SG=.55) 3/4° �-318" �� <br /> Sled,A36 3/ff 0.050" #10 SMS : <br /> (Steel,788 S.S. Aluninum,6063-TS 318" 0.0713"(14 Ga.) ; <br /> Steel Stud,A653 Gr.33 3/8' 0.0348"(20 Ga.) (steel,18-8 S.S. <br /> or 410 S.S.) Steel Stud,Gr.33 3/8' 0.0346"(20 Ga.) j <br /> Aluminum.6063-T5 318" 0.0713" 74 Ga. w 4�0 S.S.) <br /> 3/16"Ultracan P.T.Southem Pine(SCx-0.55) 7/18" ��g^ Steel,A36 318' 0.050` � <br /> steel Canerete min.2.85 kei t" 13/8° � <br /> � � t � WINDOW SHAPES AS SHOWN BELOW OR ' <br /> Max.DP of 50.0 Ungrouted CMU, S7M C�0) 2-1/2" 1-1I4' ANCHOR NOTES: SIMIUIR,MAY BE USED BY INSCRIBING THE <br /> SMAPE IN A BLOCK AND OHTAINING DESIGN � <br /> P.T.Southem Pine(50=0.55) 1" 1�IB" GE-77000R pRESSURESANDANCHORAGE FORTHATBLOCK I <br /> 1/4°UI12C011 Cw�crde(min.285 ksi) 1" �$/q" �)°UNGROUTED CMU'VALUES MAY DOW-791 SIZE FROM THE TABLE ON SHEET 1. r <br /> BE USED FOR GROUTED CMU SILICONE <br /> (SIEPa) Ungrouted CMU,(Ei$�C-90) 2-1/2" 'I-�/A� APPLICATIONS. �_ € <br /> Ca�crete min.285 kst 2-1/2� 1.1/4� 1!2'NOM.GLASS -y{ WIDTH �- � WIDTH " <br /> Ca <br /> - P.T.Southem Pine(SG=U.55) 1" ��/8" z)PANHEAO,FLATHEAO OR EXTERIOR � B�TMP� I ` <br /> HEXHEAD ARE ACCEPiABLE. I <br /> 114"Croteflex Concrete(min.3.35 ksi) t" 1�/4" a �/ � � � <br /> (470 S.S.) Ungrouted CMU, A51M C-90 2-1/2" 1-1/4° 3)ANCHOR LENGTH TO BE SO THAT � �' � � �� � � <br /> A MIN.OF 3 THREADS EXTEND t7 C7 C7 F <br /> Cancrete min.3,35 ksi 2-1/2" 1-3/4" i <br /> Conc2le(min.3.275 ksi �-�/Q" ��8^ BEYOND THE METAL SUBSTRATE. <br /> va"Aggte-t3atar TYP.GLAZING DETAIL = � i = // �W k <br /> (1&8 S.S.) P.T Soulhem Pine(SG=0.5� 1" 1.9/B" I / � I / � : <br /> Un ted CMU, ASTM C-90 T 1-1/4" i i <br /> wwiusror �ncnroP i <br /> (EOIIAL•Lf1E5HOWIIJ (PRUVIEWlORIELSHOWN) <br /> —�{ 3/4'NOM. � —+{ 314'NOEA. � � 7/8'NOM. � � 7/8'NOM. � � <br /> � � ( <br /> 1/8"ANNEALED OR 3H6°ANNEALED OR ; <br /> TEMPERED GLASS TEMPERED GLASS 5116"A/A PVB 5/16"A/A PVB <br /> 1/2"AIR SPACE 318"AIR SPACE 7116"AIR SPACE 3/8"AIR SPACE <br /> 1f8"ANNEALED OR 3/16"ANNEALED OR 118"ANNEALED OR � 3116"ANNEALED OR � <br /> TEMPERED GLASS TEMPERED GLASS TEMPERED GLASS TEMPERED GLASS � <br /> DURASEAL, DURASEAL, DURASEAL, DURASEAL, � � <br /> SUPERSPACER SUPERSPACER SUPERSPACER SUPERSPACER <br /> OR CARDINAL OR CARDINAL OR CARDINAL OR CARDINAL + <br /> XLEDGE XLEDGE XLEDGE XLEDGE <br /> GLAZING TYPES € <br /> � <br /> TABLE 4:REINFORCEMENT TYPES I� `,�� �, . ,'� � <br /> ((�J � �_•;i 1.,' { <br /> Reinforcement ` " � , _ '"��,r;.,, �4�:,�; f <br /> REINFORCENT TYPE A REINFORCENT TYPE B REINFORCENT TYPE C <br /> Upper Ltte Lower lite � � _� � i <br /> Level Bottam Botbom Side ' ��• =�"�` � i <br /> ��� Top Rail �i� ���$ �= VINYL SH WIN�OW FPA(NON-IMPACT) � 12l13/14: _ � <br /> Rl e A A A o GLASS/ANCHOROPTIONS �m JROSOWSKI =`? � 6 L' IS �= f <br /> o -., ' S'i.�1_r!`�1 <br /> R2 C A A A � > >°' , .�.,;.-:;,=• - ` t <br /> R4 B A A N/A CERT OFAUTH.#28296 � �a ,�:;�:,,i:.:, �,�"'` � <br /> N N1 .�.�i ji�5.. . t <br /> 1070 TECHNOLOGY DRIVE p �a , , ..� � _ F <br /> N.VENICE,FL 34275 � � - o . ' A.LVNN MILLER,P E. ' <br /> PVB IN7ERLAYER MANUFACTURED BY OUPONT INC.(AKA KURARHY ANERICA,INC.) (941}480-1600 � SH-5400 y NTS N 2 OF 4 o a° FPA-5400.0 4 z P.EA 58705 { <br /> i <br /> i <br />