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i <br /> MAX.BUCK WIDTH <br /> MAIL BUCK WIDTH SEE TABLE t <br /> SEE TABLE 1 28' I <br /> 26' 1T I•+—� MAX <br /> C M BEE TABL SUCK E <br /> ZILX <br /> B,SEEMAX SEE O.C. SHEETS B.SEE <br /> SHEET3 A.SEE 12'MAX. SHEET4 <br /> A.SEE 1Y MAX SHEETS T SHEETd <br /> SHE ET3 � / <br /> 1&15116'MAX O.C. <br /> EQUALLY EQUALLY I 1}15NaMnxo.a I . <br /> ANCHORS X I I / ANSPACED <br /> CHORS I / <br /> _ MAX BUCK MAX BUCK I <br /> HEIGHT SEE 4( <br /> MAX BUCK NEKINT SEE <br /> x 10-MAX.O.C. H TABLE t E X TABLE 1 X /� TABLE 1 <br /> EQUALLY I / tb13118'MAX O.G X — 70'MrA1L O.C. 4.M� <br /> SPACED / / _(T <br /> ANCHOR AS A� EOUAl�Y1 / A 73MAX O.G O.C.51 <br /> A <br /> ANCHORS{1l <br /> MAX —" LWL <br /> B�)NOANCMORS AT SAL B NO ANCHORS AT S 2'MAX. <br /> ELEVATION FOR TYP.EQUAL LEG FRAME, ELEVATION FOR TYP.FLANGE FRAME ELEVATION FOR TYP.FIN OR J-CHANNEL FRAME, <br /> EQUAL-LITE CONFIGURATION PROVIEW/ORIEL CONFIGURATION EQUAL-LITE CONFIGURATION <br /> (SIMILAR ANCHOR DIMENSIONS FOR OTHER CONFIGURATIONS) <br /> GENERAL NOTES:SERIES 5560 IMPACT RESISTANT,VINYL <br /> DOUBLE HUNG WINDOW TABLET; <br /> I)THIS PRODUCT HAS BEEN DESIGNED&TESTED TO COMPLY WITH THE Window Buck Size RainL Design Pressure Certification <br /> Conf7gDTition <br /> REQUIREMENTS OF THE FLORIDARIOA BUILDING Width Height Level (+)pid (-)PB7 (CAR)Number I <br /> 2)ALL WOOD SUGCS LESS THAN I-1rr THICK ARE TO BE CONSIDERED IX 52-18' 84- Equal4ite <br /> INSTALLATIONS./X WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY E <br /> TO SUBSTRATE WOOD BUCKS DEPICTED AS 2X ARE I-Vr THICK OR GREATER 52418' 75' Sid.ProView R1 50.0 50.0 190-287.1034 <br /> 1XAND2XBUCKS CWHEN USED)SHALL BE DESIGNED TO PROPERLYTRANSFER 52-1/8' 86-3f8' Custom Sash ! <br /> LOADS TO THE STRUCTURE,WOOD BUCK DESIGN AND INSTALLATION IS THE <br /> RESPONSIBILITY OF THE ENGINEER(EOR)OR ARCHITECT OF RECORD,(AORI. 52-1/8' 84' Equal-lite <br /> 3)ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING 52-11W 75' Sid.PfoVkew R2 65.0 70.0 190.288,1035 ) <br /> OR STUCCO.USE ANCHORS OF SUFFICIENT EMBEDMENT.INSTALLATION <br /> ANCHORS SHOULD BE SEALED.OVERALL SEAUNG'FTASHWG STRATEGY FOR 524/6' 863/6° Custom Sash <br /> WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS AND IS <br /> BEYOND THE SCOPE OF THESE INSTRUCTIONS. <br /> 4)MAX.ODUCTISNOT ARE FLUSH TO THE AT EACH SUBSTRATE. <br /> RIMS CAPABLE <br /> WHERE THE <br /> PRODUCT 19 NOT RUSH TO THE SUBSTRATE USE SHIMS CAPABLE OF <br /> TRANSFERRING APPLIED LOADS.WOOD BUCKS,BY OTHERS.MUST BE �•''� <br /> SUFFICIENTLYANCHORED TO RESIST LOADS IMPOSED ON THEM BY THE WINDOW. -'.�•' N;y ylOS <br /> LGENERAL <br /> FPA(IMP.-RESIST.) g 12/13/14 <br /> 5j7HE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED TO RESIST THE <br /> WIN LOADS CORRESPONDING TO THE REWIRED DESIGN PRESSURE THE _^,'. lr: <br /> 33-1/3'A STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS ELEVATIONS ° JROSOWSKI •. sr _LFPRODUCT.THE 1.6 LOAD DURATION FACTOR WAS USED FOR THE EVALUATION OF cANCHORSINTOWOOD.ANCHOR57HAT DOME INTO CONTACT WITH OTHERL % •DISSIMILAR MATERIALSSMALLMEETT1�n-r <br /> HE REQUIREMENTS OF THE FLORIDA88BUILDING CODE FOR CORROSION RESISTANCE 1070 TECHNOLOGY DRIVE N.VENICE,FL34275 LYNNP.E. <br /> (941Y480-1600 1OF4 0h FPA-5560.0 x£ pN) � <br />