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omg <br /> WINDOW SYSTEMS <br /> 190D SW 44TH AVE. <br /> 6-MAX.O.C.(TYP.) 4'MAX.(TYP)-.{I 6"MAX.O.C.(TYP.) OCALA,FLORIDA 34474. <br /> 6"MAX.6"MAX(TYP.) 4-MAX(TYP.) I W W W.CWS.CC <br /> (TYP.) SEE NOTE 2 � SEE NOTE 2 <br /> 8100 PVC <br /> SINGLE HUNG <br /> O.C.- NON-IMPACT <br /> MAXM <br /> p i (TYP.) O <br /> MAX.O.C. I a z N zIII O <br /> (TYP.) 0,0 INSTALLATION Z w-M ¢k Z w <br /> THRU FRAME ANCHOR — ANCHORS TYP. w z O z Ir_- <br /> --MEETING RAIL AT FIXED MEETING RAIL O H W <br /> CENTERLINE (TYP,) Z Z QBc <br /> 4"(TYP) I X I X Q OZUU)ZOLLO <br /> INSTALLATION <'S 0 w F F O Z <br /> ANCHORS TYP. /� FQ- 0 ��} O <br /> lI O <br /> 4 LL w 0�/) <br /> ---------- O w�0 <br /> It <br /> = 0- ac�wU) <br /> a <br /> ANCHOR LAYOUT-(FLANGE) ANCHOR LAYOUT-(FIN) <br /> vkORE(v T,pl <br /> �P5•��GE NSF G¢��. <br /> No 58201 'm-P <br /> O'. STATE OF •-'tu <br /> NOTES: <br /> 1.INSTALL ONE ANCHOR AT EACH INSTALLATION LOCATION.SILL ANCHOR SPACING SAME AS HEAD. <br /> 2.SHIM AS REQ AT EACH INSTALLATION ANCHOR USING LOAD BEARING SHIMS. MAX.ALLOWABLE SHIM STACK TO BE 1/4". USE SHIMS WHERE SPACE GREATER THAN 1/16"IS PRESENT, LOAD BEARING SHIMS SHALL BE <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 6. 8128/2017 <br /> 4,ALL INSTALLATION ANCHORS MUST BE MADE OF OR PROTECTED WITH A CORROSION RESISTANT MATERIAL OR COATING. DISSIMILAR METALS OR MATERIALS IN CONTACT WITH PRESSURE TREATED WOOD MUST LUCAS A.TURNER,P.E. <br /> FL PE#RAA1 <br /> BE PROTECTED TO 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 IN TABLE 1,SHEET 6. <br /> 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-1X BUCKS ARE OPTIONAL. ANCHOR SCHEDULE AND <br /> NOTES <br /> 7.A MINIMUM CENTER-TO-CENTER SPACING SHALL BE MAINTAINED BETWEEN ALL FASTENERS:3"FOR MASONRY,1"FOR WOOD AND METAL. DRAWN BY: DATE: <br /> 8.WOOD OR MASONRY OPENINGS,BUCKS AND BUCK FASTENERS SHALL BE PROPERLY DESIGNED BY THE ARCHITECT OR ENGINEER OF RECORD AND INSTALLED TO TRANSFER WIND LOADS TO THE STRUCTURE. BAT 04/29/08 <br /> SUBSTRATES SHALL MEET THE MINIMUM STRENGTH REQUIREMENTS AS SHOWN IN TABLET,SHEET 6. CONCRETE AND MASONRY SUBSTRATES MAY NOT BE CRACKED. DWG#: REV.: <br /> 9,SEALING AND FLASHING STRATEGIES FOR OVERALL WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS FOLLOWING THE CURRENT VERSION OF THE REFERENCE DOCUMENTS: CWS-154 F <br /> FMA/AAMA 100(FIN WINDOWS),FMAIAAMA 200(FLANGE WINDOWS), FMA/WDMA 250(BOX WINDOWS),FMA/AAMA(WDMA 300(EXTERIOR DOORS) SCALE: SHEET <br /> 1:25 '50FI5 <br />