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_ MAX.BUCK WIDTH <br /> MAX.BUCK WIDTH SEE TABLE 1 <br /> SEE TABLE 1 28' MAX.BUCK WIDTH <br /> 28" 12' MAX B,SEE MAX. O.C., SEE TABLE 1 2"MAX. <br /> 12" MAX B, D,SEE -y-I �— 4'MAX.O.C. <br /> B,SEE MAX. SHEET3 SHEET4 <br /> SHEET3 A, <br /> A,SEE SHEET 3 SEE <br /> 12- C.SEE / r <br /> 12MA J.— SHEET4 I <br /> SHEET3 <br /> / 17.867'MAX.O.C. - / �- <br /> 17.867'MAX.O.C. <br /> O MAX.BUCK I / -- 4'MAX. I MAX.BUCK <br /> HEIGHT SEE MAX.BUCK D.C. HEIGHT SEE ' <br /> T TABLE 1 HEIGHT SEE X TABLE 1 <br /> x 10"MAX.O.C. O TABLE 1 <br /> / 13.773'MAX.O.C. X — 10'MAA <br /> X.O.+F. <br /> C <br /> A� q-}++-3.773'MM'�-AX.O.C. • <br /> 6.1/2'MAX. / 6_1/2'MAX. <br /> B NO ANCHORS AT SILL ` B NO ANCHORS ATSILL f D 2'MAX. —;{ �— ) <br /> ELEVATION FOR TYP.FIN OR J-CHANNEL FRAME, <br /> ELEVATION FOR TYP.EQUAL LEG FRAME, ELEVATION FOR TYP.FLANGE FRAME, EQUAL-LITE CONFIGURATION <br /> EQUAL-LITE CONFIGURATION PROVIEW/ORIEL CONFIGURATION (SIMILAR ANCHOR DIMENSIONS FOR OTHER CONFIGURATIONS) <br /> (COTTAGE SIMILAR) ' <br /> TABLE 1: <br /> GENERAL NOTES:SERIES 5400 NON-IMPACT RESISTANT, Window Buck Size Relnf. Design Pressure Certification <br /> Configuration + <br /> VINYL SINGLE HUNG WINDOW Width Height Level ( )psf (-)paf (CAR)Number <br /> i <br /> 1)THIS PRODUCT HAS BEEN DESIGNED&TESTED TO COMPLY WITH THE 40" 63" Equal-Ike R4 50.0 70.0 190-1022 <br /> REQUIREMENTS OF THE FLORIDA BUILDING CODE. 36" 62" Equal-Ike SHAPES MAY BE USED BY <br /> INSCRIBING THE SHAPE IN <br /> 2)ALL WOOD BUCKS LESS THAN 1-1/2'THICK ARE TO BE CONSIDERED 1 X 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 DESIGN PRESSURES FOR <br /> TO SUBSTRATE.WOOD BUCKS DEPICTED AS 2X ARE 1-112"THICK OR GREATER. 36" 67-9/16" Custom Sash THAT BLOCK SIZE FROM <br /> 1X AND 2X BUCKS(WHEN USED)SHALL BE DESIGNED TO PROPERLY TRANSFER 52-1/8" M. 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). 52-1/8" 84" Std.ProView R1 50.0 50.0 190-1021 ! <br /> 3)ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING 52-1/8" 91-13/16" Custom Sash <br /> OR STUCCO.USE ANCHORS OF SUFFICIENT EMBEDMENT.INSTALLATION 52-1/8" 84" Equal-lite <br /> ANCHORS SHOULD BE SEALED.OVERALL SEALING/FLASHING 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 /> i•..1 I!��r l l;/, <br /> 4)MAX.1/4'SHIMS ARE REQUIRED AT EACH ANCHOR LOCATION WHERE THE 52-1/8" 91-13l16" Custom Sesh <br /> PRODUCT IS NOT FLUSH TO THE SUBSTRATE.USE SHIMS CAPABLE OF `=,r�" ••• ''•�! <br /> TRANSFERRING APPLIED LOADS.WOOD BUCKS,BY OTHERS,MUST BE •= '�r�° <br /> SUFFICIENTLY ANCHORED TO RESIST LOADS IMPOSED ON THEM BY THE WINDOW. <br /> 5)THE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED TO RESIST THE o VINYL SH WINDOW FPA(NON-IMPACT) 12/13/14 <br /> WINDLOADS CORRESPONDING TOTHE REQUIRED DESIGN PRESSURE.THE o i <br /> 33-1/3%STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS o GENERAL NOTES 8 ELEVATIONS o m'� J ROSOWSKI GI -� / <br /> PRODUCT.THE 1.6 LOAD DURATION FACTOR WAS USED FOR THE EVALUATION OF _ -��. ' (7 1/r pI <br /> ANCHORS INTO WOOD.ANCHORS THAT COME INTO CONTACT WITH OTHER <br /> DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE FLORIDA CERT.OF AUTH.429286 ,';';�: •`.':.:. <br /> BUILDING CODE FOR CORROSION RESISTANCE. ; �?' ,r l"�n•r.I `G`,`•\ <br /> 1070 TECHNOLOGY DRIVE -+ <br /> N.VENICE,FL 34275 " - �$ <br /> A.LYNN MILLER,P.E. <br /> (941)-480-1600 SH-5400 NTS N 1 OF 4 ;z° FPA-5400.0 z° p,E.q 58705 t <br />