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I <br /> 121l2'MAX.O,C,(TYPJ; - �- 19DO,SW44THAVE. <br /> _ - 3 (TYPJ _ . .. 4"MAX-.(1YPd. - B•MAX:'O.C.(fYP.). OCALA,FLORIDA 34474 <br /> (T.Y?•) - ;SEE NOTE 2 -- - ;SEE NOTE 2, WW W.CWS.CC <br /> 3•(TYP.) <br /> .6•.MAX.(iYP.). _ I'"- ' 4'MAX:(fYP.j_ i <br /> _ INSTALLATION :H,2OO,PVC <br /> ' i I ANCHOR(TYP.) I I I INSTALLATION HORZ.SLIDER <br /> 6• ' I ' ANCHOR(TYP.) IMPACT <br /> MAX O.C. <br /> z '3 ¢z� <br /> Ow0 �o <br /> •1MAX;o.c.: I I I I I I zo Z 02 <br /> �P•) I .O 1 X I I O I X I O P to O <br /> z 2¢ woo <br /> Z <br /> o Oho d� <br /> o�=zz <br /> o�� <br /> O <br /> vi <br /> FQ?lj• 2,-=,:0 <br /> W�Z Z <br /> c�s'SF- -. <br /> 00LL <br /> �u}i OW(fO <br /> - -- -- -- - <br /> DCL <br /> a <br /> ANCHOR LAYOUT-(FLANGE) ANCHOR LAYOUT-(FIN)' <br /> -- - - - - `� 5-•pE G <br /> SJVP••�'� NSF•.;py�.� <br /> v: No.58201fr- <br /> •: t <br /> 40: STATE <br /> '�y�sSrON 1,AllE�.•`� <br /> NOTES: <br /> A.INSTALL ONE ANCHOR AT'EACH'INSTALLATION;LOCATION.SILL'ANCHOR SPACING'SAME AS HEAD: <br /> '2.SHIM AS REQ AT EACH INSTALLATION.ANCHOR,USING LOAD"SEARING SHIMS:MAX:ALLOWABLE$HINI.STACK TO BE 1W.USESHIMS WHERE SPACE GREATER THAN 11,16"IS PRESENT. LOAD BEARING SHIMS SHALL BE y <br /> CONSTRUCTED OF HIGH DENSITY PLASTIC OR BETTER.WOOD SHIMS ARE NOT ALLOWED. ` <br /> '3.ANCHOR TYPE,.SIZE,SPACING AND EMBEDMENT SHALL BE AS SPECIFIED.IN THESE.DRAWINGS,SEE TABLE,1',SHEET 5: 9/22/2017 <br /> LUC_AS A.TURNER,P.E: <br /> 4.ALL INSTALLATION ANCHORS MUST BE MADE OF OR PROTECTED WITH A'CORROSION RESISTANT MATERIAL OR COATING.-DISSIMILAR METALS'OR MATERIALS IN CONTACT WITIi.FRESSURE TREATED WOOD MUST FL PE#'58201 <br /> BE PROTECTED TO PREVENT REACTION., 1239 JABARA AVE. <br /> Z.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 IN TABLE 1,-SHEET S. PH.941-380-1574 <br /> SHEET DESCRIPTION: <br /> 6.ANCHOR EMBEDMENT TO SUBSTRATE SHALL BE BEYOND WALL,DRESSING OR STUCCO.:FOR CONCRETE/CMU OPENINGS,EMBEDMENT SHALL BE BEYOND WOOD BUCKS„IF USED;INTO SUBSTRATE. ANCHOR SCHEDULE AND <br /> INSTALLATIONS TO SOLID;CONCRETE OR GROUT-FILLED CMU.MAY INCLUDE BUT DO NOT REQURE'1X WOOD BUCKS'BEIWEEN THE PRODUCT AND SUBSTRATE. NOTES <br /> INSTALLATIONS TO HOLLOW CMU REQUIRE OF 1X BUCKS BETWEERTHE'PRODUCTAND SUBSTRATE: <br /> ..... ....... _... AND <br /> METAL. <br /> -... DRAWN BY: i DATE: <br /> 7.A.MINIMUM CENTER TO-CENTER SPACING SHALL BE MAINTAINED.BETWEEN ALL:FASTENERS:3."FOR MASONRY;1"FOR WOOD AND:METAL. "R"' <br /> ADE 10/10/13 <br /> 8.WOOD;OR MASONRY OPENINGS;BUCKS AND BUCK FASTENERS SHALL'BEPROPERLY DESIGNED BY THE ARCHITECT OR ENGINEER OF RECORD AND INSTALLEOTO TRANSFER,WINDLOADS TO THE STRUCTURE, DWG n: REV.: <br /> SUBSTRATES SHALL MEET.THE MINIMUM STRENGTH REQUIREMENTS AS SHOWN IN TABLEI,SHEET 5. CONCRETE AND MASONRY.SUBSTRATES MAY NOT BE CRACKED. CWS-871 C <br /> 9..SEAI:ING AND FLASHING STRATEGIES FOR OVERALL WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS FOLLOWING THE CURRENT VERSION OF.THE REFERENCE,DOCUMEN SCALE;. SHEET' <br /> FLWAAMA 100(FIN WINDOWS),FMA/AAMA200(FLANGE WINDOWS), FMA/WDMA250(BOX WINDOWS),FMA/AAMAANDMA 300(EXTERIOR DOORS). 1:20, 4 OF 5 <br />