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MAX.BUCK WIDTH <br /> MAX.BUCK WIDTH SEE TABLE 1 <br /> SEE TABLE 1 28" MAX.BUCK WIDTH <br /> 28„ �2. MAX. SEE TABLE 1 <br /> MA?(. B�SEE�__MAX.�� O.C. � D.SEE 4'MAX.O.C. � 2"MAX. <br /> M��� O.C. � SHEET 3 SHEET 4 � � � <br /> B,SEE,� - - <br /> SHEET 3 A,SEE <br /> A,SEE I 4 SHEET 3i �Zn�� SHEET 4 � <br /> SHEET 3� �2�MAX' <br /> -� / <br /> � 17.867"MAX.O.C. � - � <br /> l � I t 7.88T MAX.O.C. -�7- I / <br /> � / - -�- T � <br /> 0 / MAX.BUCK I / 4^MAX. �J - MAX.BUCK <br /> - HEIGHT SEE MAX.BUCK O.C. HEIGHT SEE <br /> �— TABLE 1 HEIGHT SEE X /� TABLE 1 <br /> X � 10'MAX.O.C. O TABLE 1 - �J <br /> _ �._ / <br /> �- � ------ �� � <br /> I 13.773"MAX.O.C. X -y—� - 10'i.O;C. <br /> - � � � � c <br /> A� / A �3.773"MAX.O.C. <br /> 6-1/2°MAX. / 6-1/� -' <br /> B NO ANCHORS AT SILL � B� NO ANCHORS AT SIIL � D�.► 2"MAX. -�{ �-►- <br /> ELEVATION FOR TYP.FLANGE FRAME, ELEVATION FOR TYP.FIN OR J-CHANNEL FRAME, <br /> ELEVATION FOR TYP.EQUAL LEG FRAME; EQUAL-LITE CONFIGURATION <br /> PROVIEW/ORIEL CONFIGURATION <br /> EQUAL-LITE CONFIGURATION {COTfAGE SIMILAR) SIMILAR ANCHOR DIMENSIONS FOR OTHER CONFIGURATIONS) <br /> GENERAL NOTES:SERIES 5500 IMPACT RESISTANT,VINYL <br /> SINGLE HUNG WINDOW <br /> 1)THIS PRODUCT HAS BEEN DESIGNED&TESTED 70 COMPLY WITH THE TABLE t: <br /> REQUIREMENTS OF THE FLORIDA BUILDING CODE. <br /> Window Buck Size Reinf. Desien Pre�ure Certification SHAPES MAV BE USED BY <br /> 2)ALl WOOD BUCKS LESS THAN 1-7/2"THICK ARE TO BE CONSIDERED iX Configuration INSCRIBING THE SHAPE IN <br /> INSTALLATIONS.1X WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY WIfJIFt HBIQIIt LeVe� (+�PgF (-�p� (CAR)Number A BLOCK AND OBTAINING <br /> TO SUBSTRATE.WOOD BUCKS DEPICTED AS 2X ARE 1-1/2"THICK OR GREATER. 5Z-'I/B" B4" E 118I-IItB DESIGN PRE55URES FOR <br /> 1X AND 2X BUCKS(WHEN USED)SHALL BE DESIGNED TO PROPERLV TRANSFER 4 THAT BLOCK SIZE FROM <br /> LOADS TO THE STRUCTURE.WOOD BUCK DESIGN AND INSTALUITION IS THE 52-1/B" $4" Std.ProView R'I 50.0 50.0 'ISO-285,1OZ8 THE TABLE ON THIS SHEET. <br /> RESPONSIBILITY OF THE ENGINEER,(EOR)OR ARCHITECT OF RECORD,(AOR). <br /> 52-1/8" 91-13l16" Custom Sash <br /> 3)ANCNOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING <br /> OR STUCCO.USE ANCHORS OF SUFFICIENT EMBEDMENT INSTALLATION 52-1/8" B4" Equal-lite <br /> ANCHOR5 SHOULD BE SEALED.OVERALL SEALING/FLASHING STRATEGY FOR 52-1/8" $4" StCI.PfOVI@W R2 65.0 70.0 'I JO-ZEF),'I OZJ <br /> WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS AN�IS <br /> BEYONO 7HE SCOPE OF THESE INSTRUCTIONS. 52-1/b" J�-�3/�6" CUSfOfll S88I1 �.; �r,. <br /> 4)MAX.1/4"SHIMS ARE REQUIRED AT EACH ANCHOR LOCATION WH6RE THE � , ;t:i; ,.,:;���' � <br /> ` .i� �• ..� "i. <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 /> 5)THE ANCHORAGE METHODS SNOWN HAVE BEEN DESIGNED TO RESISTTHE � VINYL SH WINDOW FPA(IMP-RESIST.) 0 12/13/14 , � " ��_ <br /> WINDLOADS CORRESPONDING TO THE REQUIRED DESIGN PRESSURE.TNE s � - r_ <br />��_ 33-1/3%STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OFTHIS o GENERAL NOTES&ELEVATIONS a m'' J ROSOWSKI -. �o � ;;.j- <br /> �_L_. <br /> - - _PRODUCT THE 1.6 LOAD DURATION FACTOR WAS USED FOR THE EVAIUATION OF ° .''' � • <br /> p - .Y'=.,:: <br /> ""'TO WOOD.ANCHORS THAT COME INTO CONTACT WITH OTHER > >= ' <br /> ATERIALS SHALL MEET THE REQUIREMENTS OF THE FLORIDA CERT OF AUTH.#29298 � a" ,;', '��«'";j` � <br /> I!nqePuo�',�M,yyj;d�y DEFORCORROSIONRESISTANCE. �O7OTECHNOLOGYDRIVE ' N� � `� �`-'����'�'�t•��` <br /> N.VENICE,FL 34275 � _ �O ' '""�� <br /> (941)-480-1600 �' SH-5500 ° NTS ' 1 OF 4 u z FPA-5500.0 �z A.LVNN MILLER,P.E. � <br /> � " h � P.E.#58705 <br /> G <br />