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J <br /> vrlhfrJOwsYSTEMS <br /> S'MAX.;(TYP.) 1r MAX,O.C.(TYP.) . <br /> _ . . '.'4"MAX•.(TYP.) B•MAX.O.C.(TYP.) 1900 SW 44TH AVE. <br /> . . _ . : .. <br /> "6'MAX.(TYP.) � 4•MAX 'OCALA,FLOCIpA 34474 <br /> , (I�,P) <br /> _ � _ SEE NOTE2 WWW.CWS.�C - <br /> . - . . A <br /> "SEE NOTE 2, 814o PUG <br /> SINGLE <br /> HUNG <br /> IMPA <br /> CT <br /> 1r: ,o.c: N <br /> MAX D.C: N. <br /> � <br /> .) Q'."z. . "�Wo.o <br /> . <br /> .Z w W.�o ¢ a"w <br /> w zoz Ir—�- <br /> .4.O.C.(TYPj", "INSTALLATION- .0;,Q.N§i}a.m�m. <br /> . 8"p.C..(TYP). INSTALLATION" ANCHORS(TYP.) z Z 2':2 U W x O K . <br /> . . - . .ANCHORS(TYP.) .' O U fn F-z.a I--un IL <br /> z.O-. .—� zF_:30 <br /> . .rY(MEETING RAIL), "} Q O'w p: O z <br /> co <br /> "I.tl. <br /> LLL .o w 0-3 w <br /> �q(YPX. <br /> ) 'X ai4•'O.0 C(L F' :a tr a. <br /> -.PgDREW r,pfi"�� <br /> •r�GENg' —N <br /> ANCHOR LAYOUT (FLANGE) ANCHOR LAYOUT-(FIN). @`JOB• ~ F••. tr <br /> ti No 58201 .ss <br /> "STATE OF <br /> .r S <br /> NOTES: . gplAasti?���`- . <br /> 1r INSTALL ONE,ANCHOR AT EACH INSTALLATION LOCATION."SILL ANCHOR SPACING SAME AS HEAD'. <br /> 2..SHIM AS REO ATEEACH INSTALLATION ANCHOR USING,LOAD BEARING SHIMS. MAX.ALLOV4IABLE SHIM STACK TO BE 114". USE SHIMS WHERE:SPACE GREATER THAN 1116"IS PRESENT. LOAD BEARING SHIMS SHALL BE <br /> CONSTRUCTED OF HIGH DENSITY PLASTIC OR BETTER:WOOD SHIMS ARE NOT ALLOWED: " <br /> '9/07/2017 <br /> .3.ANCHOR TYPE;SIZE:SPACING AND EMBEDMENT SHALL BE AS S,PECIFIED'IN THESE'DRAWINGS;SEE TABLE 1".SHEET 7; <br /> 4:ALL INSTALLATION ANCHORS MUST BE,MADE OF OR PROTECTED WITH A CORROSION RESISTANT MATERIAL OR COATING. DISSIMILAR METALS OR MATERIALS.IN CONTACT W ITH PRESSURE FL PE#58201 TREATED WOOD MUST CUCAS A.TURNER;P.E. <br /> ' <br /> BE PROTECTEDTO PREVENT REACTION. 1239 JABARA AVE." <br /> 5:INSTALLATION ANCHORS SHALL BE IN ACCORDANCE WITH ANCHOR MANUFACTURER'S INSTALLATION INSTRUCTIONS,AND ANCHORS SHALL NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM NORTH PORT,FL 34288 <br /> SPECIFIED INT PH.941-380-1574' A. <br /> ABLE t,SHEET 7. SHEET DESCRIPTION: <br /> 6.ANCHOR EMBEDMENT TO"SUBSTRATE SHALL BE BEYOND WALL DRESSING OR:STUCCO. FOR"CONCRETEICMU OPENINGS,EMBEDMENT SHALL BE BEYOND WOOD BUCKS,IF USED,INTO SUBSTRATEr 1X BUCKS ARE ANCHOR SCHEDULE AND <br /> OPTIONAL, NOTES <br /> T,A MINIMUM CENTER-TO-.CENTER SPACING SHALL BEMAINTAINED BETWEEN ALL FASTENERS:3".FOR MASONRY,1"FOR WOOD AND METAL: DRAWN BY: DATE: <br /> 8.WOOD.OR MASONRY OPENINGS,BUCKS AND SUCK FASTENERS SHALL BE PROPERLY DESIGNED.BY THE.ARCHITECT OR ENGINEER OF RECORD AND INSTALLED TO TRANSFER'WIND LOADS TO THE'STRUCTURE.' AAl 07/08/08 <br /> SUBSTRATES SHALL TNEET THE MINIMUM STRENGTH REQUIREMENTS AS SHOWN IN,TABLEI,SHEET 7,CONCRETE AND MASONRY SUBSTRATES MAY.NOT BE.CRACKED. Dwp#: REV.:. <br /> 9,SEALING AND.FLASHING STRATEGIES FOR OVERALL WATER RESISTANCE OF INSTALLATION SHALL BE PONE BY OTHERS FOLLOWING THE CURRENT VERSION OF THE'REFERENCE DOCUMENTS: CW S-293 D <br /> FMAIAAMA 100{FJN WINDOWS},FMAJAAMA200(Ft ANGE WINDOWS), FMAtWDMA 250(BOX WINDOWS),FMATAAMAWDMA 300{EXTERIOR DOORS} S -SHEET <br /> 1.25 16 0F'7 <br />