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Si � J� - - - " - - - - - - —A1AX:BUMq4=WIDT - ---- -- - ----- - -_ - - - - - MAX.BUCK WIDTH SEE TABLE 1 SEETABLE 1 28' �+-- MAX.BUCK WIDTH -..{ �� MAX. �-� p. ,C � I SEE TABLE 1 I � r MAX. ' • 2B' 1 Y �r B,SEE �• D,SEE I 4'MA%.O.C. B,SEE MAX.�� -C' � _ SHEET 3 SHEET 4�-1 � � I SHEET 3 A,SEE A,SEE SHEET 3 �� S EET 4 � SHEET 3 ` ��' / / 17.88T MAX.O.C. / T � / � � �_ I 17.8 T6� MAX.O.C. � I / � I � MAX.BUCK I � �- 4'MAX. � MAX.BUCK � HEIGHTSEE O.C. � HEIGHTSEE j �- MAX.BUCK 4 10'MAX.O.C. T��' HEIGHT SEE X 4 TABLE 1 � X o T��, - � _ /- � � � � ! I 13.773'MAX.O.C. X � - 10'MAX.O.F. � . � A -J—L C � / q 13.773'MAX.O.C. i � . 8-112•MAX. / B-tl2'MA)C. D 2'MAX. -�{ r� ! B NO ANCHORS AT SILL � B NO ANCHORS AT SILL I � I ELEVATION FOR 7YP.FLANGE FRAME, ELEVATION FOR TYP.FIN OR J-CHANNEL FRAME, ! ELEVATION FOR TYP.EQUAL LEG FRAME, EQUAL-LITE CONFIGURATION ` EQUAL-LITE CONFIGURATION PROVIEW/ORIEL CONFIGURATION (SIMIUIR ANCHOR DIMENSIONS FOR OTHER CONFIGURATIONS) ICOTTAGE SIMILAR) I 1 TABLE L• ( GENERAL NOTES:SERIES 5400 NON-IMPACT RESISTANT, H►indow Buck Size Reinf. Desi9n Pressure Certification !i VINYL SINGLE HUNG WINDOW Width Height �Onflguratlon �eVe� {+)psf (_)ps{ (CAR)Number f r 1)THIS PRODUCT HAS BEEN DESIGNED&TESTED TO COMPLY WITH THE �p �� Equal-lite R4 bO.O �O.O 190-1 OZZ RE�UIREMENTS OF THE FLORIDA BUILDING CODE 36" 6Y Equal-lite SHAPES MAY BE USED BY INSCRIBING THE SFiAPE IN s 2)ALL WOOD 6UCKS LESS TFiAN 1-1/2'THICK ARE TO BE CONSIOERED 1X 36" 62" Std.ProView R4 5�.0 50.0 1�-�02� A BLOCK AND OBTAINING ! INSTALLATIONS.1X WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY � 67-9/�6" CIIS�ORf S9SI1 DESIGN PRESSURES FOR j TO SUBSTRATE.WOOD BUCKS DEPICTED AS 2X ARE 1-1/2'THICK OR GREATER. THAT BLOCK SIZE FROM � 1X AND?X BUCKS(WHEN USED)SHALL BE DESIGNED TO PROPERLY TRANSFER SZ-'I/8" 84° EqUBI-IItB THE TABLE ON THIS SHEET. LOADS TO THE STRUCTURE.WOOD BUCK DESIGN AND INSTALLATION IS THE � - � � RESPONSIBILITV OF THE ENGINEER,(EOR)OR ARCHITECT OF RECORD,�AOR). 52-1/8" B4," StC.PIOVICW R'I SO.O .SO.O 190.1021 3)ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING 52-1�8" 91-13l16" Custom Sash ' OR STUCCO.USE ANCHORS OF SUFFICIENT EMBEDMENT INSTALLA770N 52-118� &I" Equal-Ike $ ANCHORS SHOULD BE SEALED.OVERALL SEALING/FLASHING STRAFEGY FOR WATER RESISTANCE OF INSTALLATION SHALL BE DONE BYOTHERS AND IS b2-�/8" B4" Std.ProView RZ 6S.O �O.O 190-1026 � ' BEYOND THE SCOPE OF THESE INSTRUCTIONS. 5Q-�/8" 91-�3/16" G19tOR1 SBSh �t I i i(f; ' 4)MAX.1/4'SHIMSAREREQUIREDATEACHANCHORLOCATIONWHERETHE �`��,a „ ��%, ! PRODUCT IS NOT FLUSH 70 THE SUBSTRATE.USE SHIMS CAPABLE OF '��,O`;� ��' S'��!;.�� i TRANSFERRING APPLIED LOADS,WOOD Bl1CK5,BY OTHERS,MUST BE ' �'�C-�'�� "•'%� ` SUFFICIENTLY ANCHORED TO RESIST LOADS IMPOSED ON THEM BY THE WINDOW. � ��' -n.% i ... ; � VINYL SH WINDOW FPA(NON-IMPACT) " 12/13/14 . e �•'�'�''"''' 5)THE ANCHORAGE ME7HODS SHOWN HAVE BEEN DESIGNED TO RESIST THE o ' ' ! WINDLOADS CORRESPONDING TO THE RE�UIRED DESIGN PRESSURE.THE Gl � 33-113%STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF1}iIS o GENERAL NOTES 8 ELEVATIONS om J ROSOWSKI .':, �� J:. i PRODUCi.THE 1.8 LOAD DURATION FACTOR WAS USED FOR THE EVALUATION OF � ,. _ ��;��- � ANCHORS INTO WO00.ANCHORS THAT COME INTO CONTACT WITH OTHER � ��-` �•'��' _ ,�}, '�;` � DfS51MILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE FLORIDA CERT OF AUTH.#29286 � � � BUILDING CODE FOR CORROSION RESISTANCE. ; �G �`��i�j f•�.r;� �`�•� � 1070 TECHNOLOGY DRIVE N.VENICE,FL34275 p p$ ��"'"'`� ; 0.LYNN b1LLLER P.E. (941)-480-160D � SH-5400 ,� NTS � 1 OF 4 o z FPA-5400.0 �z P E�� ; �