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MIDPOINT Q WIDTHS OVER 37' WINDOWSYSTEMS <br /> 6-6-MAX.(TYP.) 1900 SW 44TH AVE. <br /> 4"MAX.(TYP.)--..{{II I�--}� 8"MAX.O.C.(TYP.) OCALA,FLORIDA 34474 <br /> 6'MAX.(TYP.) SEE NOTE 2 4-MAX.(TYP.) I I SEE NOTE 2 W W W.CWS.CC <br /> / 610 PVC <br /> B SINGLE HUNG <br /> MAX.O.C. NON-IMPACT <br /> O (TYP.) O <br /> 14 1/2' �2 �2 <br /> MAX.O.C. o n n 6i <br /> (TYP.) •—CD <br /> f- <br /> a o <br /> 1 / / <br /> / INSTALLATION / <br /> WwWm <br /> 3 (TYP.) ANCHORS(TYP.) f4 <br /> ' o Z <br /> m <br /> 3'(TYP <br /> N) O <br /> INSTALLATION(TYP.) ccTYP. w < w O cc <br /> ANCHORS cc <br /> 0 (D O ir <br /> o Wui <br /> - <br /> U <br /> W <br /> Q Z C) <br /> U m Q Z <br /> ANCHOR LAYOUT-(FLANGE) ANCHOR LAYOUT-(FIN) <br /> IND SILL ANCHORS REQUIRED] I OREW <br /> Pt1 pG�ifi <br /> i No 58201 <br /> NOTES: <br /> 1.INSTALL ONE ANCHOR AT EACH INSTALLATION LOCATION.SILL ANCHOR SPACING SAME AS HEAD. <br /> 2.SHIM AS REO AT EACH INSTALLATION ANCHOR USING LOAD BEARING SHIMS. MAX.ALLOWABLE SHIM STACK TO BE 1W. USE SHIMS WHERE SPACE GREATER THAN 1/16'IS PRESENT. LOAD BEARING SHIMS SHALL BEtom <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. 2/23/2016 <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#56201 <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 7. PH.941-380-1574 <br /> j 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 SHEETDESCRIPTION: <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 /> 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. DWQ It: RE .: <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 /> FMA/AAMA 100(FIN WINDOWS),FMA/AAMA 200(FLANGE WINDOWS), FMA/WDMA 250(BOX WINDOWS),FMA/AAMAANDMA 300(EXTERIOR DOORS) SQAL' SHEET <br /> 1:20 6 OF 7 <br />