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MAX.BUCK WIDTH <br /> MAX.BUCK WIDTH SEE TABLE 1 <br /> SEE TABLE 1 28" MAX.BUCK WIDTH <br /> 28' 17, MAX SEE TABLE 1 <br /> 12' MAX, 9 SEE MAX. O.C. 7 MAX. <br /> O.C. SH D,SEE ­71 I_ 4"MAX,0 C. <br /> B.SEE MAX iIET3 SHEET4 - - - - - <br /> SHEET A.SEEF <br /> MAX SHEET IrAAX. C.SEE <br /> A,SEE SHEET 4 <br /> SHFET3 12 <br /> 17MAX.D.C. 01 1 <br /> MAX.BUCK 4*MAX, MAX.BUCK <br /> 01 MAX'BUCK TABLE I <br /> HEIGHT SEE O.C. HEIGHTSEE <br /> "I ITL <br /> TABLE i HEIGHT SEE x <br /> x IV MAX.O,C. TABLE i <br /> 0 <br /> i��' - <br /> 7[A-1, — 2� /// <br /> 13.773*MAX.O,C. <br /> T_j AX 110'MAX.D.C. <br /> x link 13.773*MAX D.C. <br /> 6 11T MAX. S-10MAX. - - - - - - - - - <br /> MAX. <br /> No ANCHORS <br /> 2 <br /> B - <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 PROVIEWICIRIEL CONFIGURATION (SIMILAR ANCHOR DIMENSIONS FOR OTHER CONFIGURATIONS) <br /> TABLE 1: (COTTAGE SIMILAR <br /> GENERAL NOTES:SERIES 5400 NON-IMPACT RESISTANT, Window Buck Siz—e Configuration ReInf. —Design Pressure Certification <br /> VINYL SINGLE HUNG WINDOW Width Height Level (+)psf (.)psf (CAR)Number <br /> 1)THIS PRODUCT HAS BEEN DESIGNED&TESTED TO COMPLY WITH THE 0' 63" Equal-Itto R4 50.0 70.0 190-1022 <br /> REQUIREMENTS OF THE FLORIDA BUILDING CODE, 38" 62" Equal-I(te SHAPES MAY BE USED BY <br /> INSCRIBING THE SHAPE IN <br /> 2)ALL WOOD BUCKS LESS THAN 14/2'THICK ARE TO BE CONSIDERED ix 3611 62" Sid.ProVIew R4 60.0 50.0 190-1027 A BLOCKAND OBTAINING <br /> INSTALLATIONS,1X WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY DESIGN PRESSURES FOR <br /> TO SUBSTRATE,WOOD BUCKS DEPICTED AS 2XARE 1-10 THICK OR GREATER. 36' 67-9116' Custom Sash THAT BLOCK SIZE FROM <br /> IX AND 2X BUCKS(WHEN USED)SHALL BE DESIGNED TO PROPERLY TRANSFER <br /> LOADS TO THE STRUCTURE.WOOD BUCK DESIGN AND INSTALLATION IS THE 52418" 84" Equal-Ifte THE TABLE ON THIS SHEET. <br /> RESPONSIBILITY OF THE ENGINEER(EOR)OR ARCHITECT OF RECORD,(AOR). 52-1/8" 84" Std.ProView RI 50.0 50.0 190-1021 <br /> 3)ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING 62-1/8" 91-13/16" Custom Sash <br /> OR STUCCO.USE ANCHORS OF SUFFICIENT EMBEDMENT.INSTALLATION <br /> ANCHORS SHOULD BE SEALED.OVERALL SEALINGIFLASHING STRATEGY FOR 52-1/8" 64" Equal-Ifte <br /> WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS AND 18 52-1/8* W Std.ProView R2 65.0 70.0 190-1028 <br /> BEYOND THE SCOPE OF THESE INSTRUCTIONS. L 762-71/7W_j 91-13/16'1 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 <br /> TRANSFERRING APPLIED LOADS,WOOD BUCKS,BY OTHERS,MUST BE <br /> SUFFICIENTLY ANCHORED TO RESIST LOADS IMPOSED ON THEM BY THE WINDOW, <br /> 6)THE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED TO RESIST THE VINYL SH WINDOW FPA(NON-IMPACT) g 12113114 <br /> WIN DLOADS CORRESPONDING TO THE REQUIRED DESIGN PRESSURE.THE <br /> 33-1/3%STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS GENERAL NOTES&ELEVATIONS J ROSOWSKI z <br /> PRODUCT.THE 11.6 LOAD DURATION FACTOR WAS USED FOR THE EVALUATION 0F <br /> ANCHORS INTO WOOD.ANCHORS THAT COME INTO CONTACT WITH OTHER CS <br /> DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE FLORIDA CERT,OF AUTH.#292e6 <br /> BUILDING CODE FOR CORROSION RESISTANCE. <br /> L� Ns <br /> 1070 TECHNOLOGY DRIVE A I's <br /> N.VENICE,FL42 11 P.E,111111. <br /> L.. (941Y480-160 1'N 1J SH-6400 III NTS' 1 OF 4 JEzj FPA-5400.0 112* 1 <br /> 1 <br />