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<br /> 'r TABLE 2:ANCHpR$INSTALLED THROUGH FRAME TA91.E 3:ANCHORS INS7A4LED THROUGH IN7EGRAL FIN
<br /> Anchor Su6afrate Min.Edpe Min. ��4� Mln.Edge Mia,
<br /> Distance E�st6etbnent s°�� DiAance EmDetlmepi
<br /> #10 9M5 P.T.Southem Pine(SG=U.Sa� ?/18" 1�lB' 2,1/2�x 131"Common Nail
<br /> (steel,1 B-8 S.3. Sfael,A38 3/8" 0.050" Max.DP of 50.0 P.T.Southem Pinc(S0=.55) 9/16" 2-7/16"
<br /> ar 414 S_S.? Sieei Siud.A953 Gr.33 318" 0.0349"(2Q Ga.} 2-112'x 131'Rfngshank Hali P T.Sauthem Pine{SG=.55j 9116' 2-7fi6'
<br /> Maz,DP of50,0 Atuminum,6063-TS 3!8' 0.0713" �a ca. 2.,�r x 145"RooGng Nail P.T.Southem Pine(SG=.55) 911G 2-7/16' �
<br /> #12 SMS P-T��authem Pine(SCr-Q,55) 9/16" 1�18° P.T.Southem Pine(SG=.55) 3/4" 13/8° '
<br /> {steel,18-8 S.S. 5���Aa6 3!S' OA50" t#t0 SMS Atqm(nnm,6083-T5 318" 4,0713'{t4 Ga,) �
<br /> or 41b S_S.) Sfee!Stud,A653 Gr.33 3/8' 0.03d8"(28 Ge-) (steel,18�8 S.S. _ ;
<br /> Aluminum,6063T5 3!8" 0.0713" 14Ga. w4105.5.) SteelStud,Gr.33 � 3!8" 0.0346"(20Ga.) �
<br /> 3/18"Ultracon P.T.Southem Pine{SC�0.55) ?!18" 1.3,tg' Stee1,A36 3/g° p,Q50• !
<br /> {steel� Coucre�e{m3n.285 ksS} 1" t�3+8" ?
<br /> Max.DP oi50.0 Ungrouted CMU,(ASTM C�90) 2-irz" 1_1/4" WiNDOW SHqPES AS SFtOWN BELOW OR !
<br /> ANCHOR NOTES: SIMILAR,MAY BE USED BY INSCRIBING THE
<br /> P.T.SOUth2R1 P�I'IE(SGGU.55) 1" 'i-31'9" GE-770D OR SHAPE IN A BLOCK AND OBTAINING DESIGN �
<br /> 4/4"1.I71rdC0ti Concrete{mio.2.85 kslj� i" ��jQ" ij'UNGR011TEO CMU"VALt1ES MAY D6W-741-- PRESSttRfS R(VO ATSCHORAGE FK}R THAT BCOqt
<br /> j�t�8i} Ungrquted CMU�(ASZTA C-BO) Z^112" 1-1/4" 8�USfD FOR C3ROUTED CMU SllICBNE � SlZE FRQM THE TA8I,8 ON SHEE7�. �
<br /> APPLICAT1qNS. 1/2'NOM.GLASS �..,._ °;
<br /> Concrete(min.285 ksi 2-1/2" 1-3r4" =+{ WIDTH �^+�-- —.- wiotr� C
<br /> P_T.Sauthem Pine SG-_0.�',t} �" i�fg 2j PAHtfEAO,FIATHEAp OR BITE TYP.
<br /> HEXHEADAREACCEP7ABLE. �TERIOR �
<br /> 1t4"Cteteftex Carscrete(min.3.35 hsi} 1^ ��/4� �
<br /> e !
<br /> (410 S.S.) UngroUted CMU,(AS7M C�AO 2-1/2" 1-1/4" 3)1wCMOft LENGTH TO BE SO THA7 � — � � � � � � }
<br /> Concrete min.3.35 ksi 2-912" 1�(Q" A MIN.OF 3 tHREADB EXTEND
<br /> Cmcre#e{m'at.3.275 ksi} 1•112" 93r8" eErorao�E raEv�.SuesrturE w w m �i s
<br /> va`A89re�Gator P.T.Soulhem Pine(5C�0.55� �- ��r� TYP.GLAZ(NG DETAIL .�� �; �W �
<br /> (ts�s s.s.� � � �, 1 '' .� ;
<br /> Un uted CMU, ASTM G90 2" 1-1/4" �
<br /> Wt01U5(OA AHCHfOR r'
<br /> (EQUAL•LITESHOWNJ iPRONEWPoRIE�SNpNT1) I
<br /> !
<br /> -+{ 3!4`NOM. � —+-� 3!4'N4M. � � 718'NOM. �+— � 718'HQM. � .
<br /> 3 � '
<br /> 1I8"ANNEALEp OR 3/16"ANNEALED QR — ( ;
<br /> TEMPERED GL.ASS� 7EMPERED GIASB 5/16"A/A PVB 5/16"A(A PVB
<br /> 'I12"AIR SPAC� 318"AIi2 SPACE 7J1&"AIR SPACE 318'AIR SPACE J
<br /> 1f$"ANN6ALED OR 3/16"ANNEALEp OR 1/8"ANNEALED OR 3/16"ANNEALED pR �
<br /> TEMPERED GLASS TEMpERED Gl.A&S TEMPERED GtASS TEMPERED GLASS
<br /> DURASEAI� DUR.4SEAL, DURJiSEAL, ti DURASEAI.� {
<br /> SUPERSPACER SUPERSPAGER SUPERSPACER SUPERSPACER ?
<br /> OR CARDINAL OR CARDINAL OR CARDIMAL OR GARDlNAt.
<br /> XIEDGE XLEDGE
<br /> XL ED6E XL EDGE
<br /> GLAZING TYPES ?
<br /> _
<br /> � � � �
<br /> TABLE4:REINFORCEMEN77YPES ,,�, � ,� �
<br /> .,,i.;/
<br /> Reinforcemuent '' v� '-. .., ,,;�,, •
<br /> . �a.�.' ' ��4L's .^ �
<br /> Upper i3te Lawer Ute RE�NFORCENF TfPE A REINFQRCENT TYPE B REiNFORCENT TYPE C . � . •
<br /> Leval Bouom Bottarn Side ~• _,_ .` �/, �
<br /> Top Rall �' VINYL SH WINDOW FPA NON-IMPAC7 ; � " " ;a�.:r:ras �
<br /> Rail Rail Rails ( ) U 12/13/14: ' � �
<br /> RI B A A A �Gl.ASStANGHORdPTIOFlS o� J ROSQWSKI `���,� b ��js i� �
<br /> R2 C A A A � - -t, ���;r:
<br /> RQ B A A (�f�1 CERi.OF AUTH.iXG9296 � a,�"+° '`;•��_'�:r''t:�^ '� �
<br /> GC"�
<br /> 10T0 TEGHNdLO�Y DRNE ;, N n � �•lr1�3;.�s.'�:.` ;
<br /> N.VENICE,FL 34275 m �b • ���' 1
<br /> pV6 INTERLAYER MANUFACTUREO BY DUPONT INC.(AKA KURARAY AMERICA,ING) (941)-480-1600 �SH-J4OO � NTS � 2 OF 4 �z° FPA-5440.0 �4 A.LYNN MILLER,v.E, j
<br /> P.E.#58705 (p
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