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MAX.BUCK WIDTH <br /> MAX,BUCK WIDTH SEE TABLE 1 <br /> SEE TABLE 1 28" _ MAX BUCK WIDTH <br /> MAXA D.C. <br /> SEE TABLE 1 <br /> 12, MAX <br /> A . �— B.SEE .MAX. r 2"MAX <br /> B,SEE MAX. O.C. SHEET 3 ) D.SEE —+-•j 4"MAX.O.C. <br /> SHEET 3 A,SEE-+. SHEET4 <br /> A,SEE _ 12'h--1I`AX SHEET 3� _ I 12MAX, SHEET4 <br /> SHEET3' —,{1t - / <br /> 17.86T MAX.D.C. <br /> O I MAX BUCK , t �— 4,MAX I / <br /> _ HEIGHT SEE �1 MAX.BUCK <br /> -- —� TABLE 1 _ I MAX.BUCK D.C. - HEI TAABLET <br /> BLE 1 <br /> 10'MAX. <br /> X D.C. HEIGHTSEE. I TABLE i x <br /> 13,773=MAX.D.C, — -- 10'MAX.O.C. <br /> q ,1�3.7'73�M7}�AX O.C. <br /> 6-i W MAX. 1 I <br /> 6.12'MAX <br /> B .NO ANCHORS AT SILLANCHORS AT SILL (— 2"MAX. <br /> 7 <br /> ELEVATION FOR TYP.EQUAL LEG FRAME, ELEVATION FOR TYP.FLANGE FRAME ELEVATION FOR TYP.FIN OR J-CHANNEL FRAME, EQUAL-CITE CONFIGURATION - <br /> EQUAL-LITE CONFIGURATION PROVIEW/ORIEL CONFIGURATIONM LAR(COTTAGE SIMILAR) ANCF aR DIMENSIONS FOR OTHER CONFIGURATioNs1 <br /> TABLE 1: <br /> GENERAL NOTES:SERIES 5400 NON-IMPACT RESISTANT_ Window Buck Size Reinf. Design Pressure Certification <br /> VINYL SINGLE HUNG WINDOW Width Height Configuration Level + CAR <br /> ( )P� (-1 Psf (CAR)Number <br /> /)THIS PRQOUC7HAS BEEN DEStGNE0 d TESTED TO COMPLY WITH THE 40" 63^ Equal-lite R4 50A 70,0 19OA022 ' <br /> REQUIREMENTS OF THE FLORIDA BUILDING CODE 36" 62' Equai-rite =AA <br /> BE USED BY <br /> 2)ALL WOOD BUCKS LESS THAN 1-12'THICK ARE TO BE CONSIDERED IXr33'5 <br /> HE SHAPE IN <br /> " 62' Std.ProView R4 50.0 50.0 190-1027 OBTAINING <br /> INSTALLATIONS.1X WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY <br /> 70 SUBSTRATE.WOOD BUCKS DEPICTED AS 2X ARE 1-12-THICK OR GREATER. " 67-9116" GUS(Om SBSh SSURES FOR <br /> 1X AND ZX BUCKS(WHEN USED)SHALL 8E DESIGNED TO PROPERLY TRANSFER SIZE FROMLOADS TO THE STRUCTURE.WOOD BUCK DESIGN AND INSTALLATION IS THE 52-1/8 84" Equal-lite N THIS SHEET. <br /> RESPONSIBILITY OF THE ENGINEER.MOR)OR ARCHITECT OF RECORD,(AOR). 52-1/8" 84" Sid.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/i6" Custom Sash <br /> OR STUCCO.USE ANCHORS OF SUFFICIENT EMBEDMENT.INSTALLATION 62-1/8" 84" Equal-Iite <br /> ANCHORS SHOULD BE SEALED.OVERALL SEALINGIFLASHING 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 /> 52-118" 91-13116" Custom Sash <br /> 4)MAX.1/4•SHIMS ARE REQUIRED AT EACH ANCHOR LOCATION WHERE THE <br /> PRODUCT IS NOT FLUSH TO THE SUBSTRATE,USE SHIMS CAPABLE OF r' < <br /> TRANSFERRING APPLIED LOADS.WOOD BUCKS,BY OTHERS,MUST BEf' '�.•-' <br /> SUFFICIENTLY ANCHORED TO RESIST LOADS IMPOSED ON THEM BY THE WINDOW. �• • <br /> 5)THE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED TO RESISTTHE C ,= VINYL SH WINDOW F2.- <br /> 12/13/1A -"7 •-- -•• _ <br /> WINDLOADS CORRESPONDING TO THE REQUIRED DESIGN PRESSURE.THE // <br /> 33.173%STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS "'GENERAL NOTES$E J ROSOWSKI . (i(PRODUCT.THE 1.6 LOAD DURATION FACTOR WAS USED FOR THE EVALUATION OF <br /> 'jtdANCHORS INTO WOOD.ANCHORS THAT COME INTO CONTACT WITH OTHER m -u 1DISSIMILAR MATERIALSSHALL MEET THE REQUIREMENTS OF THE FLORIDA CERT.OF AUTH.#29296BUILDING CODE FOR CORROSION RESISTANCE. •.1070TECHNOLOGYDRIVEo- :' ' •N.VENICE,FL 34275 <br /> (941}480-1600 SH-5400 NTS 1A-5400,0 'z A LYNN MILLER P.E. <br /> P.E.q 66705 <br />