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MAX BUCK WIDTH <br /> MAX BUCK WIDTH SEE TABLE 1 <br /> SEE TABLE 1 28' MAX BUCK WIDTH <br /> SEE TABLE 1 <br /> MAX. B,SEE MAX. O.C. 2'MAX.D.SEE 4'MAX.O.C. <br /> B,SEE MAXA SHEET 3 —� f+-- <br /> SHEET 4 <br /> SHEET 3 A,BEEF I <br /> T <br /> A.SEE 12' SHEET3 12 MAX. S HE <br /> SET11 <br /> I <br /> SHEETS � 77/ <br /> / 17.867'MAX.O.C. / ! <br /> 17.8- MAX.O.C. Q <br /> D MAX.BUCK / 4'MAX. — MAX.BUCK i <br /> HEIGHT SEE O.C. EIGHT SEE ' <br /> T TABLE 1 MAX.BUCK X ^ TABLE 1 j <br /> EIGHT SEE <br /> Mc <br /> 4 10'MAX.O.C. O TABLE 1 — <br /> / 13.773'MAX./ <br /> O.C. <br /> a l A 13.773'MAX.O.C. <br /> 1 I <br /> i <br /> 8-12'MAX / 6.12'MAX. <br /> B NO ANCHORS AT SILL B NO ANCHORS AT SILL D 2'MAX•ELEVATION FOR TYP.FLANGE FRAME. ELEVATION FOR TYP.FIN OR J-CHANNEL FRAME, ! <br /> ELEVATION FOR TYP.EQUAL LEG FRAME, pRATION ORIEL CC.FLANGE <br /> FRAME, <br /> EQUAL-LITE CONFIGURATION <br /> EQUAL-LITE CONFIGURATION (COTTAGE SIMILAR) (SIMILAR ANCHOR DIMENSIONS FOR OTHER CONFIGURATIONS) <br /> i <br /> TABLE 1: f <br /> GENERAL NOTES:SERIES 5400 NON-IMPACT RESISTANT, Window Buck Size ReinL Design Pressure Certification <br /> VINYL SINGLE HUNG WINDOW Width Height Configuration Level + CAR Number <br /> o ( )Pei 1-)Pst (CAR) l <br /> 1)THIS PRODUCT HAS BEEN DESIGNED B 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-Iite SHAPES MAY BE USED BY ' <br /> INSCRIBING THE SHAPE IN <br /> 2)ALL WOOD BUCKS LESS THAN 142'THICK ARE TO BE CONSIDERED IX 36" 62' Sid.ProView R4 50.0 50.0 190-1027 A BLOCK AND OBTAINING <br /> INSTALLATIONS.1X WODD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY 3 . B7�/16' Custom Sash DESIGN PRESSURES FOR <br /> TO SUBSTRATE.WOOD BUCKS DEPICTED AS 2X ARE 1-12'THICK OR GREATER. THAT BLOCK SIZE FROM i <br /> 1X AND 2X BUCKS(WHEN USED)SHALL BE DESIGNED TO PROPERLY TRANSFER 52-1/8" 84' Equal-Iite 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 R7 50.0 50.0 190-1021 <br /> i <br /> 3)ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING 52-1/8' 91-13116" Custom Sash 1 <br /> OR STUCCO.USE ANCHORS OF SUFFICIENT EMBEDMENT.INSTALLATION 1 <br /> ANCHORS SHOULD BE SEALED.OVERALL SEALINGIFLASHING STRATEGY FOR <br /> 52-1/8" 64' Equal-Ike <br /> WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS AND IS 52-1/8" 84" Std.ProView R2 65.0 70.0 1MI026 <br /> BEYOND THE SCOPE OF THESE INSTRUCTIONS, 54-1/8" I 91-13/16' Custom Sash ; <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 •.�G.�. .....`'��(..•�• I <br /> TRANSFERRING APPLIED LOADS.WOOD BUCKS.BY OTHERS,MUST BE .-'•�yC• `IS.^_• �� i <br /> SUFFICIENTLY ANCHORED TO RESIST LOADS IMPOSED ON THEM BY THE WINDOW. i <br /> ti VINYL SH WINDOW FPA(NON-IMPACT) 12/13/14 . 1'-'• <br /> 5)THE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED TO RESIST THE o' <br /> WINDLOADS CORRESPONDING TO THE REQUIRED DESIGN PRESSURE.THE r I <br /> 33-1/3%STRESS INCREASE HAS NOT BEEN USED IN DESIGN OF THIS g GENERAL NOTES&ELEVATIONS o� JROSOWSKI j GI o 'S• i <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 CERT.OF AUTH.129286 �� "r �`C'�'�F•'�.C'+;� f <br /> BUILDING CODE FOR CORROSION RESISTANCE. "' ^' •�-'�j <br /> 1070 TECHNOLOGY DRIVE �$ /�F'tf;'.•i' j <br /> N.VENICE,FL 34275 w <br /> (941H80-1600 SH-5400 NTS h 1OF4 i FPA-5400.0 aLYNNP.Ey��P.E. <br /> I <br />