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MIDPOINT CiD WIDTHS OVER 37" WINDQW SYS i hMS <br /> S"MAX.(TYP.) 1900 SW 44TH AVE, <br /> 4'MAX.(TYP.) 8"MAX.O.C.(TYP.) <br /> OCALA,FLORIDA 34474 <br /> 6"MAX.(TYP.) SEE NOTE 2 4'MAX.(TYP.)� SEE NOTE 2 WWW.CWS.Cc <br /> r r 610 PVC <br /> SINGLE HUNG <br /> MAX.D.C. NON-IMPACT <br /> 0 (TYP.) 0 <br /> 141/2' ca u� uy <br /> MAX.O.C. o n n ui <br /> r INSTALLATION r ! w w w m <br /> 3"(TYP,) ANCHORS(TYP.) to <br /> Z <br /> 3"(TYP.) m O <br /> X J\ N Z > <br /> INSTALLATION w a ° LU <br /> ANCHORS(TYP.) cc <br /> O <br /> CC <br /> w ++mac`� ¢4 U o Fi a w <br /> ¢ z o <br /> ANCHOR LAYOUT (FLANGE) o m ¢ z <br /> [NO SILL ANCHORS REQUIRED) ANCHOR LAYOUT-(F(N) ,,,,, �PCIoRr=vq r�I& <br /> ,.4.GENS�.n I:, <br /> 58201 <br /> NOTES; ? STATE OF ;Us` <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 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 /> BE PROTECTED TO PREVENT REACTION, FL PE#58201 <br /> 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 /> 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-IX BUCKS ARE SHEET DESCRIPTION; <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 /> S.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. DWG#: 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-935 C <br /> FMA/AAMA 10D(FIN WINDOWS),FMA/AAMA 200(FLANGE WINDOWS), FMAIWDMA 250(BOX WINDOWS),FMA/AAMADMA 300(EXTERIOR DOORS) �E: SHEET <br /> NV <br /> 120 6OF7 <br />