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®n� <br /> WINDOW SYSTEMS <br /> 1900 SW 44TH AVE. <br /> 8"MAX O.C.(TYP.) OCALA,FLORIDA 34474 <br /> ANCHOR H IGHTS N WWW.CWS.CC <br /> FOR UNIT HEIGHTS OVER 63'(TYP.) --{ �3"(TYP.) a'MAX.(TYP.) � ' <br /> 6'MAX.(TYP.) I 6"GYP) SEE NOTE 2 4'MAX.(TYP.) -"1 3"THRU FRAME ANCHOR(TYP.) <br /> 6'MAX.(TYP.) 620 PVC <br /> SEE NOTE 2 HORIZ.SLIDER <br /> INSTALLATION <br /> ANCHOR(TYP.) NON-IMPACT <br /> 16 1/4" INSTALLATION <br /> MAX.O.C. ANCHOR(TYP.) <br /> (TYP-) MAX.M O.C. di <br /> (TYP.) I— <br /> X X X X <br /> co <br /> Z <br /> O <br /> Z w <br /> O DC <br /> U <br /> U.. <br /> W <br /> ANCHOR LAYOUT-(FLANGE) ANCHOR LAYOUT-(FIN) 0 <br /> NOTE THRU FRAME ANCHORS @ MTG RAIL Z <br /> �titatnnrti� <br /> 0 :gOREW T i��� <br /> G <br /> . v: No 58201 <br /> NOTES: STATE OF Cluj <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. 4/27/2015 <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 /> BE PROTECTED TO PREVENT REACTION. FL PE#582011239 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. 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 <br /> 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 /> B.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. EMK 04/22/15 <br /> SUBSTRATES SHALL MEET THE MINIMUM STRENGTH REQUIREMENTS AS SHOWN IN TABLEI,SHEET 6. CONCRETE AND MASONRY SUBSTRATES MAY NOT BE CRACKED. o G#: R .: <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-1059 <br /> FMA/AAMA 100(FIN WINDOWS),FMA/AAMA 200(FLANGE WINDOWS), FMA/WDMA 250(BOX WINDOWS),FMA/AAMA/WDMA 300(EXTERIOR DOORS) SCALE: SHEET <br /> 1:20 5OF6 <br />