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� MAX.BUCK WIDTH MAX.BUCK WIDTH SEE TABLE 1 SEE TABLE 1 Z8� MNC BUCK WIDTH 28' B,SEE MAX.�� . � SEE TABLE 1 2'MAX. �2� �� O C � D,SEE -� �-- 4•MAX.O.C. 1 B,SEE M�� SHEET 3 SHEET 4 L SHEET3 A,SEE A,SEE SHEET 3 �Z�� C,SEE r SHEET4 j SHEET 3 �2��' / 17.B6T MAX.O.C. / / I � �_ I 17.8 T6 MAX.O.C. � I I / � � � MAX.BUCK I � �- 4°MAX. � � MAX.BUCK I '� � HEIGHTSEE O.C. HEIGHTSEE + I -j- MAX.BUCK TABLE 1 HEIGHT SEE x � TABLE 1 � X A 10'MAX.O.C. TABLE� - j _ Z� � O I // ' � _ � � / f 13.773'MAX.O.C. X 10'MAX.0.�. � / _�L / C I A� / A 1�AX.O.C. � 6-1M'MA%. �'1��. D 2'MAX. -+-� � • B NOANCHORSA7SILL B NOANCHORSATSILL I � � ELEVATION FOR TYP.FLANGE FRAME, ELEVATION FOR TYP.FIN OR J-CHANNEL FRAME. ; ELEVATION FOR TYP.EQUAL LEG FRAME, pROVIEW/ORIEL CONFIGURATION EQUAL-LITE CONFIGURATION i EQUAL-L ITE CON FIGURATION (COITAGE SIMILAR) (SIMILAR ANCHOR DIMENSIONS FOR OTHER CONFIGURATIONS) TABLE 1: � GENERAL NOTES:SERIES 5400 NON-IMPACT RESISTANT, W�ndow Buck Size Reinf. �e�t9�P►e�u�e Certification � VINYL SINGLE HUNG WINDOW Width Height Confiquration Level (+�paF (_�p�{ (CAR)Number 1)THIS PRODUCT HAS BEEN DESIGNEO&TESTED TO COMPLY WITH THE �� 63� EQU81-II�@ R4 SO.O 70.0 190-102Y � REQUIREMENTS OF THE FLORIDA BUILDING CODE. 36" 62" EQU81-Ili9 SHAPES MAY BE USED BY � INSCRIBING THE SHAPE IN � 2)ALL WOOD BUCKS LESS THAN 1•1!2'THICK ARE TO BE CONSIDERED 1X 36' 62' Std.ProView R4 50.0 SO.O 'I JO-1 OZ� q BLOCK AN�OBTAINING I INSTALLATIONS.1X WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY �• 67-9/16" Ct13lOfi1 SBSIi DESIGN PRESSURES FOR � TO SUBSTRATE.WOOD BUCKS DEPICTED AS 2X ARE 7-112'THICK OR GF2EATER. THAT BLOCK SIZE FROM t 1X AND?X BUCKS(WHEN USEDJ SHALL BE DESIGNED TO PROPERLY TRANSFER 52-'I/S" 64' Equal-lite THE TABLE ON THIS SHEET. LOADS TO THE STRUCTURE.WOOD BUCK DESIGN AND INSTALIATION IS THE ! RESPONSIBILITY OF THE ENGINEER,(EOR)OR ARCHRECT OF RECORD,(AOR). 52-1/8" 84" Std.ProView R1 50.0 50.0 190-102'I 3)ANCHOREMBE�MENTTOBASEMATERIALSHALLBEBEYONDWALL�RESSING 52-1/E" 91-'I3/�B" CUSiOR1S83f1 1 OR STUCCO.USE ANCHORS OF SUFFICIENT EMBEDMENT.INSTALLAT70N 52-1/8" &}° Equal-lite i ANCHORS SHOULD BE SEALE�.OVERAIL SEALINGlFIASHING STRATEGY FOR WATER RESISTANCE OF INSTALLATION SHALL BE DONE BV OTHERS AND IS 52-118" B4° Std.ProView R2 85.0 70.0 �90-702B f BEYOND THE SCOPE OF THESE INSTRUCTIONS. 52-�/8" 91-13176" Custom Sash � � l;lt�ill;� i 4)MAX.1/4'SHIMS ARE RE�UIRED AT EACH ANCHOR LOCATION WHERE THE '�,; �,'P?j; . � PRODUCT IS NOT FLUSH TO THE SUBSTRATE.USE SHIMS CAPABLE OF `�,,x��'' '"�'!..��' TRANSFERRING APPLIED LOADS.WOOD BUCKS,BY OTHERS,MUST BE ` >' „ .��'.': � �� SUFFlCIENTLY ANCHORED TO RESIST LOADS IMPOSED ON THEM BY THE WINDOW. �.�-,� } � VINYL SH WINDOW FPA(NON-IMPACT) ` 12/13/14 '''��'�"'" 5)THE ANCHOR4GE ME7HODS SHOWN HAVE BEEN DESIGNED TO RESIST THE o` ^. i WINDLOADS CORRESPONDING TO THE REQUIRED DESIGN PRESSURE.THE ' � � - � 3&1/3%STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF hIIS g GENERAL NOTES 8 ELEVATIONS om'` J ROSOWSKI -. • GI d ��` � PRODUCT THE 1.6 LOAD DURATION FACTOR WAS USED FOR THE EVALUATION OF �� 'S I ANCHORS INTO W00�.ANCHORS THAT COME INTO CONTACT WITH OTHER > >-" '�;�• _ - i DISSIMILARMATERIALSSHALLMEETTHEREQUIREMENTSOFTHEFLORIDA CERT OFAUTH.#29288 � �° `� "��''��' � BUILDING CADE FOR CORROSION RESISTANCE. 1070 TECHNOLOGY DRIVE ' �` 't��!"hH r,� :`'�` ? N.VENICE,FL 34275 � �� `'' " ' � (941}480-1600 v SH-5400 � NTS h 1 OF 4 o z FPA-5400.0 �z A L p E.66B OS P E � � i