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MAIL BUCK WIDTH <br /> MAX.BUCK WIDTH SEE TABLE 1 <br /> SEE TABLE 1 J 28' MAX BUCK WIDTH <br /> �I 21r B.SEE 12• I MAX SEE TABLE 2-MAX12. I MAX I SHEET 3 M SHDEET 44 I a•MAX D.C. <br /> 6,SEE MAIL _ - <br /> SHEET A,SEE <br /> C.SEE <br /> A.SEE SHEET3 �� SHEET4 <br /> SHEETS 1T jAX / <br /> 17.88gr MAX.O.C. / <br /> _L � 17.8-BiTT IAAX O.C. k <br /> D MAX BUCK I 4'F1AX.J - MAX BUCK <br /> HEIGHT SEE �-BUCK O.G HEIGHT SEE <br /> �— TABLE 1 HEIGHT SEE x /� TABLE 7 <br /> x 10'MAX O.G O �C TABLE 1 <br /> / 13�.773'MAOL O.G x � 10•.pX Oy. <br /> yMA C <br /> A� / p 73.773 MAX O.G I <br /> FLf?MAX f4 <br /> B NOANCHOR8ATMIL B D YMAX-+{ r- <br /> ---SILL <br /> qANtYX)RSATSILL <br /> ELEVATION FOR TYP.FLANGE FRAME, ELEVATION FOR TYP.FIN OR J-CHANNEL FRAME, <br /> ELEVATION FOR TYP. LEG FRAME, EQUAL-LITE CONFIGURATION <br /> (COTTAGE SIMILAR)EQUAL-CITE CONFIGUFIGU RATION PROVIEWORIEL CONFIGURATION (SIMILAR ANCHOROIMENSKINS FOR OTHER CONFIGURATIONS) <br /> GENERAL NOTES:SERIES 5500 IMPACT RESISTANT.VINYL <br /> SINGLE HUNG WINDOW <br /> 1)THIS PRODUCT HAS BEEN DESIGNED B TESTED TO COMPLY WITH THE TABLE I: <br /> REQUIREMENTS OF THE FLORIDA BUILDING CODE. <br /> Window Buck Size Reinf. Design Pressure Cortlfltation SWIPES MAY BE USED BY <br /> 2)ALL WOOD BUCKS LESS THAN 7-10THICK ARE TO BE CONSIDERED 7X Conftgura6on Level CAR INS-RISING THE SHAPE IN I <br /> INSTALLATIONS.IX WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY Width Height (+)PS} (_)Pg ( J NUTDef A BLOCK AND OBTAINING <br /> TO SUBSTRATE WOOD BUCKS DEPICTED AS 2XARE 1-12•THICK OR GREATER DESIGN PRESSURES FOR <br /> 1X AND 2X BUCKS(WHEN USED)SMALL BE DESIGNED TO PROPERLY TRANSFER 52-119' 84' Equal-Ifte THAT BLOCK SIZE FROM <br /> LOADS TO THE STRUCTURE.WOOD BUCK DESIGN AND INSTALLATION IS THE 52.1/6' 84' Sid PTOViaw Fit 50.0 50.0 190.265,1028 THE TABLE ON THIS SHEET. <br /> RESPONSIBILITY OF THE ENGINEER(EOR)OR ARCHITECT OF RECORD,(AOR). <br /> 52-1/8" 91-13/16" Custom Sash <br /> 3)ANCHOREMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING 52-1/B' 84' E UBN7I8 <br /> OR STUCCO.USE ANCHORS OFSUFFICIENT EMBEDMENT.INSTALLATION 9 <br /> ANCHORS SHOULD BE SEALED.OVERALL SEALWGIFLASHING STRATEGY FOR $2-1/8" 64' Std ProView R2 65.0 70.0 190-M,1029 <br /> WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS AND IS <br /> BEYOND THE SCOPE OF THESE INSTRUCTIONS. 52-1/8' 91-13/16' Custcm StlSh IICI ,III <br /> 4)MAX 1M•SHIMS ARE REWIRED 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 /> VINYL SH WINDOW FPA(IMP.-RESIST.) 12/13/14 <br /> 5)THEANCHCOREMETHODS SHOWN RO THE EQUIRAVE ED DESIGNEDPRESSURE. <br /> _B _ T <br /> W-IrJ%STRINDLOADS STRESS INCREASE <br /> HAS <br /> BEEN <br /> IN THE DESIGN <br /> THIS <br /> THE _ U- <br /> PRODUCT. <br /> 1.6 LOAD D HASON FACTOR <br /> WAS <br /> DESIGN OFTMS GENERAL NOTE58ELEVATIONS g�JROSOWSKI <br /> PRODUCT.THE 7.6 LOAD DURATION FACTOR WAS USED FOR THE EVALUATION OF <br /> ANCHORS INTO WOOD.ANCHORS THATCOMEINIO CONTACT WITH OTHERI;O?:�r�: <br /> DISSIMILARMATERIALS SHALL MEET THE REQUIREMENTS OF THE FLORIDA CERT.OF AU7H.82028E ' - <br /> BUILDING CODE FOR CORROSION RESISTANCE. •;�S;^f:T;{..�1-�.' <br /> 1070 TECHNOLOGY DRIVE �8 L,•�I 1I,�� <br /> N.VENICE,FL 34275 <br /> (941)480-1600 o SH-5500 ti NTS 1 OF FPA-5500.0 A.LYNN MUIR P.E. <br /> P.E15H705 <br />