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MIDPOINT @ WIDTHS OVER 37' WINDOW SMEMS•L��IJ <br /> 1900 SW 44TH AVE. <br /> 6-MAX(TYP.) 4'MAX.(TYP.) 8'MAX.O.C.(TYP.) OCALA,FLORIDA 34474 <br /> 6'MAX.(TYP.) SEE NOTE 2 4-MAX.(TYP.) rT SEE NOTE 2 W W W.CWS.CC <br /> 610 PVC <br /> SINGLE HUNG <br /> o.c. <br /> MAXM NON-IMPACT <br /> O (TYP-) O <br /> 14 1/2' <br /> MAX.O.C. o r� h Iii <br /> (TYP.) <br /> / INSTALLATION / w LU LU m <br /> 3'(TYP.) ANCHORS(TYP.) O Z <br /> 3.(TYP) J O <br /> N N <br /> X X JNZW <br /> INSTALLATION w w O <br /> ANCHORS(TYP.) ¢ o d <br /> w 3 ¢ CL <br /> / U <br /> 4 i <br /> U co <br /> m Q Z <br /> ANCHOR LAYOUT ANCHOR LAYOUT(FLANGE) ANCHOR LAYOUT-(FIN) <br /> t + <br /> (NO SILL ANCHORS REQUIRED) ��NORE41� <br /> r� <br /> ¢NOTES: ' <br /> 9 STATE OF .�� <br /> Ai <br /> 1.INSTALL ONE ANCHOR AT EACH INSTALLATION LOCATION.SILL ANCHOR SPACING SAME AS HEAD. ,•,�O��S ... A <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 4istNA <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. <br /> FL PE#5B201 <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 /> 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 TABLEI,SHEET 7. 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 FOLLOW ING THE CURRENT VERSION OF THE REFERENCE DOCUMENTS: CWS-935 C <br /> FMA/AAMA 100(FIN WINDOWS),FMA/AAMA 200(FLANGE WINDOWS), FMANVDMA 250(BOX WINDOWS),FMA/AAMA/WDMA 300(EXTERIOR DOORS) SCALE: SHEET <br /> 1:20 60F7 <br />