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TABLE 2:ANCHORS INSTALLE�THROUGH FRAME TABLE 3:ANCHORS INSTAILED THROUGH INTEGRAL FlN <br /> Min.Edge Min. d11n.Edge Mln. j <br /> Anchor ���' pi�ance Embedment Anchor Substrate Di�ance Embedment � <br /> #10 SMS P T Southem Pine(SG=9.55) 7/16" 1 8" 2-112"x 131"Common Nail p T.Soufhem Pine(SG=.55) 9/16" 2-7l16° <br /> (steel,18-8 S.S. Sted,A38 318" 0.050' Max.DP of 50.0 � <br /> or 410 S.S.) Steel Stud,A653 Gr.33 318" D.0348"(20 Ga.) 2-1l2'x 131"Ring�hank Nail P T.Soulhem Pine(SG=.55) 9/18' 2-7li6' � <br /> Max.DP of50.0 Aluminum,8063-T5 3/8" 0.0713" 14 Ga. 2n/2"x '145'Roohng Nail P T.southem Pine(SG=.55) 9/16" 2-7/16• I <br /> #12 SMS P T Souihem Pine(SCr-0.55) 9/16" 1�/8" P T.Southem Pine(SG=.55) 3/4° 1-3fB' <br /> Sted,A38 318' 0.050" #10 SMS Aliuninum,6063T5 3!8" 0.0713' 14 Ga.) <br /> (steel,188 S.S. ( ;' <br /> or 410 S.S.) Steel Stud,A853 Gr.33 3(8' 0.0346"(20 Ga.) (steel,18-8 S.S. Steel Stud,Gr.33 3/8" 0.0346'(20 Ga.� ' <br /> Aluminum,6063-13 3/8" 0.0713" 14 Ga.) or 410 S.S.) i <br /> St�l,A36 3J8' D.050" i <br /> 3/18"Ultracon P.T.Southem Pine(SG=0.55) 7/16" 13/8° � <br /> ($t��) Conerete{min.285 ksl) t" 13�8° WINDOW SHAPES AS SHOWN BELOW OR � <br /> Max.DP of 50.0 U� �OUtOd CMU, S7M C�0 2-1/2" 1-1/4' SIMII.AR,MAY BE USED BY INSCRIBING THE <br /> 9 � ) ANCHOR NOTES: I <br /> P T.Southem Pine(50=0.55) 'I" 1.3�8" GE-7700 OR SHAPE IN A BLOCK AND 06TAINING DESIGN ` <br /> 1/4'UIl(BCO� COI1CfCtE ffllfi.2.85 k51) 1" �a/Q' 1)°UNGROUTED CMU"VALUES MAY DOW-791 PRESSURES AND ANCHORAGE FOR THRT BLOCK ( <br /> � BE USED FOR GROUiED CMU SILICONE SIZE FROM THE TABLE ON SHEET 1. t <br /> (SIECI) Ung�outed CMU,({1$1M C�90) 2-1/Z" 7'1/4" APPLICATIONS. WIDTH f <br /> COIICtEtE(IRIfI.285 k51) 2-1/2' 'I�/4• 1/2'NOM.GLASS -y{ WIOTH �- —►{ �— T <br /> BfTE 7YP. '7- <br /> 2 PANHEAD,FLATHEA�OR � � + / i� � ' <br /> P.T.Southem Pine(SG=0.5� 1" 1-3l8" � EXTERIOR ; <br /> 1/4"Cfete�IBx Ca�Cf�O(rtllll.3.35 k5i) 1" ��/q^ HEXHEADAREACCEPTABLE. ;' <br /> (410 S.S.) Ungrauted CMU,(A51M G90 2-1/2" 1-1/4° 3)ANCHOR LENGTH TO BE SO THAT � / � � �/ � � <br /> ConCf�e min.3.35 k5i 2-1l2" 1�/4° A MIN.OF 37M2EAD5 F�CTEND W w w c7= <br /> Concrete(min.3.275ksi) �-�/Q" �y8^ BEYONDTHEMETALSUBSTRATE _ _ _ / jw <br /> 1/4"Aggre-Gator TYP.GLAZING DETAIL �/ c� � <br /> (18$S.S.) P.T.Soulhem Pine(SG=0.55) 1" 13�8" � � I // I= i <br /> Un muted CMU, ASTh1 C-90 2" t-1/4" i � _ i E <br /> anoiusror .wcNroP ' <br /> (EQVAL•LIIESHOWN) (PRUVIEWlOFIELSHOYVN) <br /> � <br /> —►{ 3/4'NOM. � --�{ 3/4'NOM. �-+— � 7/8'NOM. � —�{ 7/8'NOM. �+--- � <br /> � � � � � i <br /> 1/8"ANNEALED OR 3l16°ANNEALED OR <br /> TEMPERED GLASS TEMPERED GLASS 5/16"A/A PVB 5/16"A/A PVB ` <br /> i <br /> 1/2"AIR SPACE 318"AIR SPACE 7/16"AIR SPACE 3/8"AIR SPACE : <br /> tl8"ANNEALED OR 3/16"ANNEALE�OR �\ 1/8"ANNEALED OR I 3/16"ANNEALED OR f <br /> TEMPERED GLASS L TEMPERED GLASS i TEMPERED GLASS TEMPERED GLASS i <br /> DURASEAL, DURASEAL, DURASEAL, DURASEAL, i � <br /> SUPERSPACER SUPERSPACER SUPERSPACER SUPERSPACER � <br /> OR CARDINAL OR CARDINAL OR CARDINAL OR CARDINAL <br /> XL EDGE XL EDGE XL EDGE XL EDGE ` <br /> i <br /> GLAZING TYPES � <br /> TABLE 4:REINFORCEMENTTYPES +�I � , �� . �� � <br /> a «r �,�'� ���:�, { <br /> Reinforcement ���� ��`<�- - <br /> REINFORCENTTYPEA REINFORCENTTYPEB REINFORCENTTYPEC J `�"'�` " <br /> Upper Ltte Lower Lite - .x ;. { <br /> Level Bottam To Rail Bottom Side � VINYL SH WINDOW FPA(NON-IMPACT) � 12l13/14. ��� ��r V � <br /> Rail p Rail Rails `; = <br /> Rl B A A A o GLASS/ANCHOR OPTIONS om'� J ROSOWSKI �";',�•.� C� �- � <br /> R2 C A A A � __ 6rr�c,ls r.'�;; f <br /> ^ a, :� J- Y^ � <br /> R4 8 A A N/A CERT.OF AUTH.#29296 N ry� ,`i,<���-��'y1 •�:�� � <br /> 1070 TECHNOLOGY DRIVE ' '� , �� � � <br /> N.VENICE,FL 34275 p � -. � . <br /> � � A.LYNN MILLER,P E <br /> PVB INTERLAYER MANUFACTURED BY DUPONT INC.(AKA KURARAY AMERICA,INC.) (941}480-1600 �a SH-5400 ,� NTS � L OF 4 o z° FPA-5400.0 �z p.Eli 58705 � <br /> � F_ <br /> . � <br /> � <br />