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MAX.BUCK WIDTH <br /> _ MAX.BUCK WIDTH SEE TABLE 1 <br /> SEE TABLE 1 26' <br /> MAX.BUCK WIDTH <br /> 28" _ 12" 0�' SEE TABLE 1 <br /> A MAX. Imo— B.SEE_ MAX. 2-MAX. <br /> B.SEE_ MAX. O'C' I SHEET 3 a D,SEE —�-{ �- 4"MAX.O.C. 1 <br /> SHEET 3 SHEET 4 L <br /> A.SEE <br /> A.SEE SHEET 3� 12"MAX. C.SEE T' .AX <br /> SHEETS 12"MAX• SHEET4�17.067"MAX.O.C.—I 17.8 AX.O.C.MAX.BUCK 4'MAX. QUCK <br /> _ HEIGHT SEE O.C. HEIGHT SEE <br /> T TABLE 1 MAX.BUCK <br /> X HEIGHT SEE TABLE 1 <br /> 10'MAX.O.C. O TABLE x 4 <br /> / 1P.773'MAX.O.C. — 10 MAX. <br /> A C <br /> / _ / Ay{,-13.773"MAX.O.C. <br /> e-112'MAX. / 8-1f2'MAX <br /> B NO ANCHORS A7 SILL ` NO ANCHORS AT SILL D 2' <br /> ELE''ATION FOR TYP.FLANGE FRAME, ELEVATION FOR TYP.FIN OR J-CHANNEL FRAME, <br /> ELEVATION FOR TYP.EQUAL LEG FRAME, <br /> EQUAL-LITE CONFIGURATIO P-,OVIEW/ORIEL CONFIGURATION EQUAL-LITE CONFIGURATION ` <br /> N (COTTAGE SIMILAR) (SIMILAR ANCHOR DIMENSIONS FOR OTHER CONFIGURATIONSI <br /> I <br /> i <br /> 1 TABLE 1: <br /> GENERAL NOTES:SERIES 5400 NON-IMPACT RESISTANT Window Buck Size Reint. Design Pressure Certification <br /> Configuration j <br /> VINYL SINGLE HUNG WINDOW Width Height Level (+)pst (_)pst (CAR)Number <br /> 1)THIS PRODUCT HAS BEEN DESIGNED&TESTED TO COMPLY WITH THE 40" 63" Equal-lite R4 50.0 70.0 190-1022 <br /> REQUIREMENTS OF THE FLORIDA BUILDING CODE. 36" 62° Equal-life SHAPES MAYBE USED BY <br /> INSCRIBING THE SHAPE IN <br /> 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 <br /> INSTALLATIONS.1X WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY 36" 679/16" Custom Sash DESIGN PRESSURES FOR <br /> TO SUBSTRATE.WOOD BUCKS DEPICTED AS 2X ARE 1-1/2'THICK OR GREATER. - THAT BLOCK SIZE FROM <br /> 1X AND 2X BUCKS(WHEN USED)SHALL BE DESIGNED TO PROPERLY TRANSFER 52-1/8" 84• Equal-lite THE TABLE ON THIS SHEET, <br /> LOADS TO THE STRUCTURE.WOOD BUCK DESIGN AND INSTALLATION IS THE <br /> RESPONSIBILITY OF THE ENGINEER,(EOR)OR ARCHITECT OF RECORD,(AOR). 52-118" 84" Std.ProView R1 50.0 50.0 190-1021 <br /> 3)ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING 52-118" 91-13/16" Custom Sash <br /> OR STUCCO.USE ANCHORS OF SUFFICIENT EMBEDMENT.INSTALLATION 52-1/8" 84" Equal-life I <br /> ANCHORS SHOULD BE SEALED.OVERALL SEALINGIFLASHING STRATEGY FOR <br /> WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS AND IS 52-1/8" 84" Std.ProView R2 65,0 70.0 190-1026 <br /> BEYOND THE SCOPE OF THESE INSTRUCTIONS. <br /> '52-118" 91-13116" Custom Sash <br /> „1.. <br /> 4)MAX.114'SHIMS ARE REQUIRED AT EACH ANCHOR LOCATION WHERE THE <br /> PRODUCT IS NOT FLUSH TO THE SUBSTRATE.USE SHIMS CAPABLE OF •:;�r <br /> TRANSFERRING APPLIED LOADS.WOOD BUCKS,BY OTHERS,MUST BE <br /> SUFFICIENTLY ANCHORED TO RESIST LOADS IMPOSED ON THEM BY THE WINDOW. <br /> 5)THE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED TO RESIST THE L VINYL SH WINDOW FPA(NON-IMPACT) 0 12/13/14 . I'•�'`• <br /> WINDLOADS CORRESPONDING TO THE REQUIRED DESIGN PRESSURE.THE u i <br /> 33-1/3%STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS ( o GENERAL NOTES&ELEVATIONS o m J ROSOWSKI ,'•. G� �• �� <br /> PRODUCT.THE 1.6 LOAD DURATION FACTOR WAS USED FOR THE EVALUATION OF <br /> ANCHORS INTO WOOD.ANCHORS THAT COME INTO CONTACT WITH OTHER > _° _ <br /> DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE FLORIDA CER.T.OF AUTH.N29296 �� /CI"•D ' <br /> BUILDING CODE FOR CORROSION RESISTANCE. <br /> 10701'I;CHNOLOGY DRIVE $ "i1=:i'i,':1.••,;; <br /> N.VEI ICE,FL34275 <br /> (941)-n"A-1600 SH-5400 N NTS 1 OF 4 o i FPA-5400.0 a z° A.LYNN MILLER,P.E. <br /> P.E.a 58705 <br />