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2 ANCHOftS @ 8'MAX.O.G.!F THE W IND6W&UCK HEIGNT!S 83"Oft I.ESS.
<br /> d ANCN4RS Qa 4"MAX.O.C.IP TNE WiNDOW BUCK HEIGHT iS OVER G3"
<br /> __19°MAX.O.C.IF 7HE W INDQW BUCK HEIGHT IS 63"OR LESS. � MN(.BUCK WIDTH SEE TABLE t
<br /> 14`MAX.O.C.!F TNE WINDOW BUCK HElGHT IS OVER 93' ���w $, �-""
<br /> MAX.BUCK WIDTH if � r—�'� 1�O.C� O.Q I
<br /> B,SEE SEE TABLE 1 - MAX.BUCK WIDTH SEE TA84E 1 -�-I B.SEE T MAX.O.C. MAX.
<br /> SHEET 3 � � SHEET 3 I�
<br /> 1--- D,SEE SHEET 4 !
<br /> -� � � ---' . . . . ......_.:.. . . ¢a � �-
<br /> r MAX. �-�----�-__:.� _
<br /> � , i O.C. 18.66"
<br /> � - � � � - � �- f- - � f M�.
<br /> j / / a.c.
<br /> MAX.BUCK / / / / '� MAX.BUCK � / / �(�
<br /> HEIGHT SEE MAX.BUCK HEIGHT SEE J
<br /> 7ABLE 9 NEtGHT&£E � TABCE t
<br /> - TABLE t
<br /> i - ,i � r- �^ _
<br /> A.SEE � A G,SEE � C A,SEE � - - � _ A
<br /> ��E�3 X O � SHEE4 . X � SNEET X Q X
<br /> W � ' 1 3 ' _. ._ _:.-- - �_
<br /> � ._`__J� -
<br /> 8"MAX. -+� Fr" `�8 � 8"MAX. � MAX. ��--� � MAX.O.C. �2.7/e'MAX. J 8"MAX. --.-� �+- g 8"MAX. �
<br /> 12314'MAX.O.C. � �-+--
<br /> ELEVATiC?N FOR TYP.EC2UAL LEG16flX ���VATlON FOR TYP.FIN{332 J-CHANNEL FRAME, ELEVATION FOR TYP.EQUAL LEGlBOX
<br /> &FLANGE FRAME, &FE.ANGE FRAME XOX GONFtGURATION
<br /> XO CONFIGURATION OX SIMILAR XO CONFIGURATION OX&XqX SIM(LAFt MAX.SASH WIDTH=30.36'
<br /> MAX.FIXED LITE(BUCK WIDTN-[2 X SASH WI�7HJ)=59.28`
<br /> TABLE t:
<br /> Window Buck Size �inf. �esi6n Pre�ure Glass Certification
<br /> GENERAL NOTES:SERIES 5510 IMPACT RESISTANT, ConBgurauon
<br /> Width Height ��+al �+�P� �-�Q� Types (CAR)Number
<br /> VtNY�HQRIZONTA�ROLLER ?�k � �yrpX R3 50.0 50.0 5E 190-252,2448
<br /> 1)THIS PROpUCT HAS BEEN DESIGNED 8 TES'lED TO COMPLY WITH THE 7�c^ �^ XCl/OX R4 60.0 60,11 5 190-�JO,10�4
<br /> REf]UIREMENTS OF THE FLORIDA BUILDING CODE.
<br /> ?5" fi3" XOtOX R4 65.Q 70.0 5�8 t94291,1Q4?
<br /> 2)ALL WOOf}BUCKS GESS THAN 2-1J2`THICK ARE 7fl BE CONSIDERE6
<br /> 1X INSTALLA710NS.iX WOOD BUCKS ARE OPTIONAL IF UNIT IS �� �z� XQ/OX R4 50.0 50.0 5$ 190-2$9,1046
<br /> INSTALLED pIRECTLY TO SUBSTRA7E.WOOp BUCKS pEPICTED AS 2X igp" 63" XlJX(1/a}-1/2-1/4)
<br /> ARE t-V2'THlCK OR GREATER,1X hND 2X 8UCK5(WHEN USED)SNALL R3 45_0 45.0 5 3$Q-�97,1053
<br /> BE t}ES1GFtED TO PROPERIY TRANSFER Lt}ARS TO THE STRUCTURE. �" 63" }�C3X{il&'tt3-113}
<br /> WQOD BUCK pESIGN AND INSTAL4ATION IS THE RESPONSIBILITY qF THE
<br /> ENGINEER,(EOR)OR ARCHITEC7 OF RECORp,(AOR), 7��� ��� M�X(1141/2-1/4) R3 50.0 50.0 5�B 19D-29B,1054
<br /> 3}ANGFt4R EMBEDMENTTO 6ASE MATERW.$HALL BE BEYQND WALL �' ��� �X{173-1l3-713)
<br /> �RES5ING Oi2 STUCCp.tlSE ANCHORS OF SUFFfCIEN7 EMBEDMENT y20" 63" XLlX(114-1/2-1J4) R4 65.0 65.Q 7 190-295,1051
<br /> INSTALLATION ANCHORB SHOUIp BE SEALED.OVERAI,L gz" 63" �X(1/3-1/31/3)
<br /> SEALING/FLASHING STRATEGY FOR WATER RESISTANCE OF
<br /> INS7AtAATEON SHAIL BE pONE BY OTHERS AND IS SEYpND THE SCOPE 1�° 63" XC}X(114-712-114)
<br /> OF THESE INSTRi1CT10N5. R4 65,Q 70.0 7 8 8 190-296,1052
<br /> sz' 63" XUx(V3-1/3-1/3) . , �,
<br /> 4)MAX.1/4'SHIMS ARE REQUIRED AT EACH ANCHOR LOCATION WHERE SEE 5HEET 2 FQR GLAS5'TYPES �•�,�..`y\��"�''''�,r;�,�i�
<br /> 7NE PRODUG7 tS NOT F�USH TO THE SUBSTRATE.USE$HSMS CAPABtE : �` ,
<br /> pF 7RANSFERRING APP�tED�OApS.WQOp$UCKS,8Y dTHERS,MUST -- ,� �.?''~ .�_ -,
<br /> BE SUFFICIENT4Y ANCHORED TO ftESIST LOADS IMP05ED ON THEM BY ` i,7�V, -` :
<br /> rHE wiNoow. � VINYL HR WINDOW FPA(IMP.-RESIST) 0 12/13/14 ' " -
<br /> //��,��j�/Z�{_� ; :f.�:
<br /> 5}THEANCHqRAGEMETNODSSH4WFlHAV�BEEN4ESiCiFlEBTt7ftESIST o GENERAL NOTES&ELEVA7tONS am .T ROSOWSK} �" (� f Q�1 J :?j�:'
<br /> THE WINDLqADS CORRESPONDING 70 THE REf]UIRE�DESfGN � '"" ) u1
<br /> PRESSURE.7NE 33-1f3%STRESS INCREASE HAS NOT 9EEN USEp IN THE � �
<br />_ DESIGN OF THIS PROpUCT THE 1.8 LOAD DURATION FqCTOR WAS USED � > >°i ' �.�?„ ��-��r,�p`" +%i;: •
<br /> '�"------_____ FOft THE EVA�UA710N pP ANGNORS INTQ WOOD.ANGHttRS THAT COME CEftT OF AUTH.#29286 � a� �;'�.
<br /> —""'ONTACT W17H OTNER DISSiMiLAR MATERIALS SHALL MEET TNE 1070 TEGHNOLOGY DRIVE � v e , ,` .+i':1`•l� ,�` `
<br /> REMENTS OF THE FLORIDA BUILDINQ CpDE FOR CORROSION a q o ��� ;I 11'�
<br /> p��oy.MMnry�.��y nNce. N.VENICE,FL 34275 � v ;, �o q A,l,YNNMILtER,P.E.
<br /> {941}-480-16�0 � HR-551Q N NTS y 1 QF4 oz FPA-5514.4 �z -
<br /> P.E.#56?65
<br />
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