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MIDPOINT @ WIDTHS OVER 37- WINDOW SYSTEMS-M <br /> 1900 SW 44TH AVE. <br /> 6-MAX(TYP.)— 4'MAX.(lYP.) 8'MAX.O.C.(TYP.) OCALA,FLORIDA 34474 <br /> 6-MAX.(TYP.)- S NOTE 2 4'MAX.(TYP.) SEE NOTE 2 WwW.CWS.Cc <br /> Fs <br /> i77- 610 PVC <br /> SINGLE HUNG <br /> MAX.D.C. NON-IMPACT <br /> (TYP <br /> MAX.D.C. .) <br /> 14112' 0 <br /> (TYP.) <br /> INSTALLATION ul W co <br /> w <br /> ANCHORS(TYP.) z <br /> X(TYP m <br /> 3.(TYP. <br /> > <br /> Z LLJ <br /> a: <br /> INSTALLATION tu w <br /> ANCHORS(TYP.) it CL <br /> 0 0 <br /> w <br /> cc <br /> 0 2 F< <br /> u, <br /> UJI <br /> 0 zLU <br /> :5 <br /> 0 <br /> ANCINOHOSILL ANCHORS REQUR LAYOUT-(FLAIRED)NGE) ANCHOR LAYOUT-(FIN) <br /> F Q'- <br /> ST T ER OF 4 <br /> 9'. <br /> NOTES: <br /> 1.INSTALL ONE ANCHOR AT EACH INSTALLATION LOCATION.SILL ANCHOR SPACING SAME AS HEAD. <br /> fle ONAs <br /> 2.SHIM AS REO AT EACH INSTALLATION ANCHOR USING LOAD BEARING SHIMS. MAX ALLOWABLE SHIM STACK TO BE 1/4". USE SHIMS WHERE SPACE GREATER THAN 1/113"IS PRESENT. LOAD BEARING SHIMS SHALL BE solvillisO <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 7. 2/2 312 0 1 6 <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.FL PE#58201 <br /> BE PROTECTED TO PREVENT REACTION. 1239 JABARA AVE. <br /> 5.INSTALLATION ANCHORS SHALL BE IN ACCORDANCE WITH ANCHOR MANUFACTURERS 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 7. PH.941-380-1574 <br /> SHEET DESCRIPTION: <br /> 6.ANCHOR EMBEDMENT TO SUBSTRATE SHALL BE BEYOND WALL DRESSING OR STUCCO. FOR CONCRETEIGMU OPENINGS,EMBEDMENT SHALL BE BEYOND WOOD BUCKS,IF USED,INTO SUBSTRATE-1X BUCKS ARE ANCHOR SCHEDULE AND <br /> OPTIONAL. 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. ADE 08/09/14 <br /> SUBSTRATES SHALL MEET THE MINIMUM STRENGTH REQUIREMENTS AS SHOWN IN TABLET,SHEET 7. CONCRETE AND MASONRY SUBSTRATES MAY NOT BE CRACKED, DWI;_#' wffT-- <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-935 C <br /> FMAIAAMA 100(FIN WINDOWS),FMAIAAMA 200(FLANGE WINDOWS), FMA/WDMA 250(BOX WINDOWS),FMA/AAMA/WDMA 300(EXTERIOR DOORS) SCALE: SHEET <br /> 1:20 60F7 <br />