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Max.eucEc wi�ni , <br /> MAK BUCK WIDTFI SEE TABLE 1 • <br /> SEETABLEi Z8' MAX.BUGK WIDTH <br /> --►{ MAl(. � _ � SEE TABLE 1 � � <br /> 2B' 12" I O.C. 2'MAX. <br /> �Z. � �I �• F� 8,SEE ��•� D,SEE _ -� r+- 4'MAX.O.C. <br /> B,SEE <br /> Mp� � O.C. � _ SHEET 3 , SHEET 4 <br /> SHEET3 A,SEE J� <br /> SHEET.3 12'MAX. C,SEE <br /> A,SEE � , _L SHEET4 � <br /> SF�ET 3 ��' / � <br /> / 17.86T MAX.O.C. / / , <br /> �_ I �7.86TMN(.O.C. � I / <br /> I I � MAX.BUCK I � �- 4'MAX. � � I MASC.BUCK <br /> � HEIGHT SEE ' O.C. HEI6HT SEE <br /> � MAX.BUCK � TABLE 1 ' <br /> T_ T��� - HEIGHTSEE X ' <br /> x A i o•rt�nx.o.c. � � TaetF� — / ! <br /> — -Lf �_ i <br /> I f 13.773'MAX O.C. x- --- � - 10 M' A7C.0.yp. I � i <br /> / / -�-"'1 ' / � <br /> / A� _ 1 A 13., n3�MAX O.C.° i <br /> 1 T <br /> s•11Y MAX. 6-12 MAX � D T MAX. -�j r- � <br /> B NO ANCHORS AiSILL � B NO ANCHORS AT SILL � <br /> I �ELEVATION FOR TYP.FLANGE FRAME ELEVATION FOR TYP.FIN OR J-CHANNEL FRAME, <br /> ELEVATION FOR TYP.EQUAL LEG FRAME, -� EQUAL-LITE CONFIGURATION � <br /> EQUAL-LITE CONFIGURATION PROVIEW/ORIEL CONFIGURATION (SIMItAR ANCHOR DIMENSI�NS f-0R OTHER CONFIGURATIONSI <br /> (COTTAGE SIMILAR) <br /> f <br /> TABLE 1: <br /> Window Buck Size Re1nL �esi9n Prcssure Certlflcatlon � <br /> GENERAL NOTES:SERIES 5400 NON-IMPACT RESISTANT, Configuratlon ��� + � CAR Number <br /> VINYL SINGLE HUNG WINDOW Width Height ( )p (-)pa( ( I <br /> � <br /> 1)lHIS PRO�UCT HAS BEEN DESIGNED&TESTED TO COMPIY WITH THE �� 63" Equai-lite R4 50.0 70.0 'IJD-'IOZZ � <br /> REQUIFiEMENTS OF THE FLORIDABUIIDING CODE �6" sZ^ Equal-lite SFiAPES MAY BE USED BY <br /> INSCRIBING THE SHAPE IN � <br /> 2)ALL WOOD BUCKS LESS THAN 1-12'THICK ARE TO BE CONSIDERED iX 36" 6E" Std.ProView R4 SO.O 50.0 , 19D-1027 A BLOCK AND OBTAINING � <br /> INS7ALLHTIONS.1X WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY DESIGN PRE3SURES FOR � <br /> 36" 67-9/16" Custom Sesh <br /> TO SUBSTRATE.WO00 BUCKS DEPICTED AS 2X ARE 1-1Y2'THIpC OR GREATER. THAT BLOd(SIZE FROM <br /> 1X AND 2X BUCKS(WhIEN USED)SHALL BE DESIGNED TO PROPERLY TRANSFER 5Z-1/8" B4' Equal-lite THE TABLE ON THIS SHEET. <br /> LOADS TO THE STRUCTURE.WOOD BUCK DESIGN ANO INSTALlAT10N IS THE � � <br /> RESPONSIBILfTY OF THE ENGINEER,(EOR)OR ARCHRECT OF RECORD,(AOR). 52-1/8" 84" Std.ProV(ew R1 SO.O 50.0 190-1021 <br /> 3)ANCNOR EMBEDMENT TO BASE MATERIAI SHALL BE BEYOND WALL DRESSING 5Z-1IB" J'I-'I3/'I B' Custom Sash � <br /> ORSTUCCO.USEANCHORSOPSUFFICIENTEMBEDMENT.INSTALLR770N 52-1/B° H�{" Equal-lite � <br /> ANCHORS SHOULD BE SEALED.OVERAII SE/WNGIPLASHING STRATEGY FOR � <br /> WATER RESISTANCE OF INSTALLA710N SHALL BE DONE BY OTHERS AND IS SZ-1/B� �" Std.ProVew R2 65.0 70.0 'I90-�026 � <br /> BEYOND THE SCOPE OF THESE INSiRUCTIONS. � <br /> 52-1/B" 91-13H8' CustomSash ,., �'•�i�i'''>>��, i <br /> 4J MAX 1l4'SHIMS ARE REQUIRED AT EACH ANCHOR LOCATION WHERE THE ` ' V-!'`�'i.{f�l,`':�,' <br /> PRODUCT IS NOT FLUSH TOTNE SUBSTRATE.USE SHIMS CAPABLE OF �`ti:C"� '• j <br /> TRANSFERRING APPLIED LOADS.WOOD BUq(S,BY OTHERS,MUST BE - �"'�O� ' � <br /> SUFflC1ENTLY ANCHORE�TO RESIST LOADS IMPOSED ON THEM BY THE WINOOW. „ <br /> � VINYL SH WINDOW FPA(NON-IMPACT) 0 12/13/14 . " "0�"'`''{ _ j <br /> 5)THE ANpiORAGE METHOoS SHOWN HAVE BEEN DESIGNED TO RESIST THE - <br /> WINDLDADSCOF2RESPONDINGTOTHEREQUIREDDESIGNPRESSURE.iHE � i � i_ ; <br /> 33-1/3°h STRESS INCREASE HAS NOT BEEN USED IN THE OESIGN OF THIS o GENERAL NOTES&ELEVATIONS Sm J ROSOWSKI .�-, • G� (� rS �� , <br /> PRODUCT.THE 1.6 LOAD OURATION FACiiDR WAS USED FOR THE EVALUATION OF .. .-„ ' ''.- 5„';'��✓. M <br /> ANCHORS INTO WOOD.ANCHORS THAT COME INTO CONTACT WITH OTHER � a �`ou. "•�' ��.,,74- ',`y� <br /> D IS SIMILAR MATERIALS SHALL MEET THE REOUIREMENTS OF THE FLORIDA CERT.OF AUTH.#29288 `-`.- � <br /> BUILDING CODE FOR CORROSION RESISTANCE. `�' ;= ':\`S�I(;�V I,t, " '� <br /> 1070TECHNOLOGYDRNE � �� ;,,�r . ;,�` j <br /> N.VENICE,FL 34275 m ;, . ! <br /> (941}480-1600 v SH-5400 y NTS � 1 OF 4 �z FPA-5400.0 �� A��_#��os P E i <br /> � <br />