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r _ MAX.BUCK WIDTH _ MAX.BUCK WIDTH SEE TABLE 1 SEE TABLE 1 -.(I 28"- MAX.BUCK WIDTH MAX MAX.�— O.C. rMAX. — SEE TABLE 1 2"MAX. 12. B.SEE D,SEE -�-1 �-- 4'MAX.O.C. B.SEE MAX. D.C.' SHEET3 SHEET SHEET f- A,SEE C. r SHEET 3 12"MAX• ,SEE i A,SEE 12' SHEET 4 SHEET / 17.8• MAX.O.C. / / MAX.BUCK O I / 4'MAX. '- MAX.BUCK HEIGHT SEE MAX.BUCK D.C. HEIGHT SEE —� TABLE 1 HEIGHT SEE X A TABLE 1 10'MAX.O.C. O TABLE 1 13.773"MAX.O.C. X 10'M /- - / C — A� q 13.773'MAX.O.C. i 8.112'MAX. / B NO ANCHORS AT SILL B NO ANCHORS AT SILL 6-1/2 D— 2'MAX. r— 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 (SIMILAR EQUAL-LITE CONFIGURATION (COTTAGE SIMILAR) ANCHOR DIMENSIONS FOR OTHER CONFIGURATIONS) I k TABLE 1: GENERAL NOTES:SERIES 5400 NON-IMPACT RESISTANT, Window Suck Size Reinf. Design Pressure Certification VINYL SINGLE HUNG WINDOW Width Height Configuration Level (+)psf (-)psf (CAR)Number 1)THIS PRODUCT HAS BEEN DESIGNED&TESTED TO COMPLY WITH THE 40" 63" Equal-lite R4 50.0 70.0 190-1022 I REQUIREMENTS OF THE FLORIDA BUILDING CODE. 36" 6T' Equal-lite 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 50.0 190-1027 A BLOCK AND OBTAINING INSTALLATIONS.1X WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY DESIGN PRESSURES FOR i 36" 67-9/16° Custom Sash ! TO SUBSTRATE.WOOD BUCKS DEPICTED AS 2X ARE 1-112'THICK OR GREATER. THAT BLOCK SIZE FROM IX AND 2X BUCKS(WHEN USED)SHALL BE DESIGNED TO PROPERLY TRANSFER 52-1/8" 84" Equal-lite THE TABLE ON THIS SHEET. LOADS TO THE STRUCTURE.WOOD BUCK DESIGN AND INSTALLATION IS THE RESPONSIBILITY OF THE ENGINEER,(EOR)OR ARCHITECT OF RECORD,(AOR). 52-1/8" 64" Std.ProView R1 50.0 50.0 190-1021 3)ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING 52-1/8" 91-13/16" Custom Sash OR STUCCO.USE ANCHORS OF SUFFICIENT EMBEDMENT.INSTALLATION 52-1/8" 64" Equal-lite ANCHORS SHOULD BE SEALED.OVERALL SEALING/FLASHING STRATEGY FOR 4 WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS AND IS 52-1/8" 84" Sid.ProView R2 65.0 70.0 190-1026 BEYOND THE SCOPE OF THESE INSTRUCTIONS. 52-118" 91-13116° Custom Sash `1, 4)MAX.114'SHIMS ARE REQUIRED AT EACH ANCHOR LOCATION WHERE THE ' ''''``i 1 PRODUCT IS NOT FLUSH TO THE SUBSTRATE.USE SHIMS CAPABLE OF `�. ........ ,`�;'• !� TRANSFERRING APPLIED LOADS,WOOD BUCKS,BY OTHERS,MUST BE SUFFICIENTLY ANCHORED TO RESIST LOADS IMPOSED ON THEM BY THE WINDOW. t-�• 0 5)THE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED TO RESIST THE ti VINYL SH WINDOW FPA(NON-IMPACT) 12/13/14 WINDLOADS CORRESPONDING TO THE REQUIRED DESIGN PRESSURE.THE o 33-t/3%STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS o GENERAL NOTES&ELEVATIONS Q-- J ROSOWSKIGI�r-r--� PRODUCT.THE 1.0 LOAD DURATION FACTOR WAS USED FOR THE EVALUATION OF .. o.�� S .!i:• f 51�,,.O! I ANCHORS INTO WOOD.ANCHORS THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE FLORIDA CERT.OF AUTH.#29296 a$ ....t.. BUILDING CODE FOR CORROSION RESISTANCE. ; ;°i •-'\�.%;^,h,'�•,1.,. %'; \ ) 1070 TECHNOLOGY DRIVE N.VENICE,FL 34275 00 L I'N MILLER P.E. ([ (941)-480-1600 SH-5400 NTS 1 OF 4 o z FPA-5400.0 z° A LYRE E.p 58705 f1