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MAX SUCK WIDTH <br /> MAX BUCK WIDTH SEErASLE I <br /> SEE TABLE 1 2W MAX SUCK WIDTH <br /> 28' MAX. SEE TABLE i <br /> MAX. 12, O.C. 2'MAX. <br /> 12" D.C. B.SEE MAX O.SEE 4'MAX.O.C. <br /> B,SEE MAX. SHEET 3 SHEET4 <br /> SHEET 3 A,SEEj <br /> 12'MAX. <br /> SHEET 3 SWEETE <br /> 4 <br /> SHEET3 12,MAX <br /> + <br /> 17.8 MAX.O.C. f I / <br /> I iTOW MAX.O.C. <br /> MAX.SUCK I <br /> -—I— 4'MAX 0 MAX.SUCK <br /> HEIGHT SEE MAX BUCK D.C. HEIGHT SEE <br /> TABLE 1 HEIGHT SEE X TABLE I <br /> x 1(r MAX.O.C. TABLE I <br /> 13VTMAX.O.C. 140r'MAX, <br /> JA E <br /> A 13.7rX A AX O.C. <br /> I 1� <br /> 64rrmokx e4rr MAX <br /> NO ANCHORS AT SILL 40AWMMATEILL 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-CITE CONFIGURATION PROVIEW10RIEL CONFIGURATION (SIMILAR ANCHOR DIMENSIONS FOR OTHER CONFIGURATIONS) <br /> (COTTAGE SIMILAR) <br /> TABLE 1: <br /> GENERAL NOTES:SERIES 5400 NON-IMPACT RESISTANT, Window Buck Size Configuration Level <br /> Design Pressure Certification <br /> VINYL SINGLE HUNG WINDOW WIiii—_Height Level (*)psi pal (CAR)Number <br /> 1)THIS PRODUCT HAS BEEN DESIGNED A TESTED TO COMPLY WITH THE 40* 63, EquaHift R4 50.0 70.0 1WI022 <br /> REQUIREMENTS OF THE FLORIDA BUILDING CODE. W 62* Equal-Ifte SHAM MAY BE USED BY <br /> INSCRIBING THE SHAPE IN <br /> 2)ALL WOOD BUCKS LESS THAN I-W THICK ARE TO BE CONSIDERED IX 36' 62" Sid.PmView 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.Irr THICK OR GREA79FL 3(r 674?/16' Custom Sash THAT SLOM(SIZE FROM <br /> IX AND 2X BUCKS{WHEN USED)SHALL BE DESIGNED TO PROPERLY TRANSFER 52-1/8r W Equal-Ilte, 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} 52-116' W Std.PmView R1 50.0 50.0 1WI021 <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 52-1/6r 64" EquaMe <br /> ANCHORS SHOULD BE SEALED.OVERALL SEAUNGRASHING STRATEGY FOR <br /> WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS AND IS 52-1/8' W Std.PFoView R2 65.0 70.0 1WI026 <br /> BEYOND THE SCOPE OF THESE INSTRUCTIONS. 52-118" 91-13/16* Custom Sash' <br /> MAX.114'SHIMS ARE REQUIRED AT EACH ANCHOR LOCATION WHERE THE <br /> PRODUCT IS NOT FLUSH DTHE 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 /> 5)THE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED TO RESIST THE VINYL SH WINDOW FPA(NON-IMPACT) 4 12113114 <br /> WINDLOADS CORRESPONDING TO THE REQUIRED DESIGN PRESSURE.THE i 33-113%STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS 8 GENERAL NOTES&ELEVATIONS J ROSOWSKI PRODUCT.THE 1.6 LOAD DURATION FACTOR WAS USED FOR THE EVALUATION OF ;j, <br /> ANCHORS INTO WOOD.ANCHORS THAT COME INTO CONTACT WITH OTHER 0 <br /> DISSIMILAR MATERULLS SHALL MEET THE REQUIREMENTS OF THE FLORIDA CENT.OF AUTH.#2MG <br /> BUILDING OWE FOR CORROSION RESISTANCE. 1070 TECHN <br /> OLOGY DRIVE <br /> N.VENICE,FL 34275 A.LYNN MILLER P.E. <br /> i SH-54W NTS 1�2'1 i or-4 FPA-5400.0 <br /> fall P.EJ 58706 <br />