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MAX.BUCK WIDTH <br /> SEE TABLE 1 <br /> MAX.BUCK WIDTH 28* MAX.BUCK WIDTH <br /> SEC TABLE 1 MAX. SEE TABLE 1 <br /> 2a' 12, D.C. .DI 2"MAX. <br /> MAX. B,SEE MAX. 0,SEE 4*MAX <br /> 12' D.C. SHEET 3 ------ SHEET <br /> 8,SEE MAX. <br /> SHEET 3 71 A.SEEF 12'MAX C,SEE <br /> A,SEE SHEET SHEET 4 <br /> SHEET3 <br /> 17,867'MAX,D.C. <br /> MAX.BUCK 4'MAX. 0 MAX.BUCK <br /> 0 O.C. HEIGHT SEE <br /> HEIGHT SEE MAX.BUCK TABLE 1 <br /> [�11 TABLE I 11 HEIGHT SEE X 4 <br /> 10*MAX.O.C. 0 TABLE I <br /> 13.773*MAX D.C. 110'MAX,Of <br /> x C <br /> A 13.773*MAX.O.C. <br /> 6-I12"MAX. 6-112"MAX. D— 2'MAX. ---I r— <br /> NO ANCHORS AT�SILL B NO ANCHORS ATSILL <br /> ELEVATION FOR TYP.FIN OR J-CHANNEL_FRAME <br /> ELEVATION FOR TYP.FLANGE FRAME, - EQUAL-LITE CONFIGURATION <br /> g0t.),� <br /> ELEVATION FOR TYP.CONFIGURATION-EQUAL LEG FRAME, PROVIEW10F�I[EL CONFIGURATION (SIMILAR ANCHOR DIMENSIONS FOR OTHER CONFIGuRATION§l <br /> .L:!JITE (COTTAGE SIMILAR <br /> TABLE 1: <br /> ( <br /> GENERAL NOTES:SERIES 5400 NON-IMPACT RESISTANT,_ Window Suck Size Configuration Reinf. Design Pressure Certification CAR)Number <br /> VINYL SINGLE HUNG WINDOW Width Height Level (+)pef psf <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" Equal4fte 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 I X 36" 62" Std.ProView R4 50.0 50.0 190-1027 A BLOCK AND OBTAINING <br /> INSTALLATIONS.1X WOOD BUCKS ARE OPTIONAL IF UN17 IS INSTALLED DIRECTLY <br /> 36' 67-9/16* Custom Sash DESIGN PRESSURES FORTHAT BLOCK SIZE FROM <br /> TO SUBSTRATE.WOOD BUCKS DEPICTED AS 2X ARE I-112'THICK OR GREATER. <br /> I X AND 2X BUCKS(WHEN USED)SHALL BE DESIGNED TO PROPERLY TRANSFER 52-1/B" im. 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 RI 50.0 50.0 190-1021 <br /> 3)ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING 52-1/8" 91-13116" Custom Sash <br /> OR STUCCO,USE ANCHORS OF SUFFICIENT EMBEDMENT.INSTALLATION 52-118" 84' Equal-lite <br /> ANCHORS SHOULD BE SEALED,OVERALL SEALING/FLASHING STRATEGY FOR 52-1/8" W Sid.ProView R2 65.0 70.0 190-1026 <br /> WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS AND IS <br /> BEYOND THE SCOPE OF THESE INSTRUCTIONS. 52-118" 91-13/16' Custom Sash <br /> 4)MAX.JW 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 ANCHOREDTO RESISTLOADS IMPOSED ON THEM BYTHE WINDOW. <br /> ti VINYL SH WINDOW FPA(NON-IMPACT) 1-6' 12/13114 <br /> 5)THE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED TO RESIST THE <br /> NNOLOADS CORRESPONDING TO THE REQUIRED DESIGN PRESSURE.THE GENERAL NOTES&ELEVATIONS J ROSOWSKI <br /> 33.113%STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS <br /> PRODUCT.THE 1.6 LOAD DURATION FACTOR WAS USED FOR THE EVALUATION OF <br /> ANCHORS INTOWOOD.ANCHORS THAT COME INTO CONTACTWITH OTHER <br /> DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE FLORIDA CERT.OF AUTH.! <br /> BUILDING CODE FOR CORROSION RESISTANCE. <br /> 1070 TECHNOLOGY DRIVE IN <br /> N.VENICE,FL 34275 <br /> A.LYNN MILLER.P.E. <br /> Ill <br /> FPA 8! P.E.#58705 SH Wo 12-1 NTS 1 OF 4 -5400.0 I'A(941)-480-1600 <br />