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WINDOW SYSTEMS <br /> ANCHOR @ MIDSPAN 1900 SW 44TH AVE. <br /> 6'MAX.(TYP.) 4-MAX.(TYP.) 8'MAX.O.C.(TYP.) OCAI A,FLORIDA 34474 <br /> 6'MAX.(TYP.) SEE NOTE 2 4"MAX.(TYP.) SEE NOTE 2 W W W.CWS.CC <br /> 610 PVC <br /> SINGLE HUNG <br /> MAX.D.C. 6' NON-IMPACT <br /> (TYPE MAX.D.C. <br /> O (TYP.) O m <br /> Nto N co <br /> 2CD <br /> Q <br /> THROUGH FRAME o O <br /> MTG RAIL / ANCHORS REDD m } <br /> MTG RAIL ON WINDOW WIDTHS U) w w D] <br /> OVER3T <br /> z <br /> 3"(TYP.)_]— 3'(TYP.) 0 z <br /> 3-(TYP) > ❑ co <br /> of > <br /> X Z0 <br /> X INSTALLATION <br /> Z Oa a' ~ <br /> ANCHORS(TYP.) <br /> 4 <br /> g ❑ r � U <br /> w <br /> ¢ z o <br /> U m Q Z <br /> µNU1rq <br /> AN NO SSIILL ANCHORS RECIVRRENDGE) ANCHOR LAYOUT-(FIN) `Gay p3....... <br /> : No 58201 r <br /> �-a? a. <br /> O STATE OF ;Wz <br /> NOTES: O R(pP.:�,�?.- <br /> 1.INSTALL ONE ANCHOR AT EACH INSTALLATION LOCATION.SILL ANCHOR SPACING SAME AS HEAD. pelf ......... <br /> .NA"ttallesi���o-`, <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 y� <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. 8/5/2016 <br /> LUCAS A.TURNER,P.E. <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 FL PE#58201 <br /> BE PROTECTED TO PREVENT REACTION. 1239 JABARA AVE. <br /> NORTH PORT,FL 3428E <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 PH.941-380-1574 <br /> SPECIFIED IN TABLE 1,SHEET 6. 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 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 /> SJB 06/27/16 <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. DING#. REV_ <br /> SUBSTRATES SHALL MEET THE MINIMUM STRENGTH REQUIREMENTS AS SHOWN IN TABLET,SHEET 6. CONCRETE AND MASONRY SUBSTRATES MAY NOT BE CRACKED. CWS-1099 C <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: SCALE: SHEET <br /> 1:25 5 OF 7 <br /> FMA/AAMA 100 FIN WINDOWS FMA/AAMA 200 FLANGE WINDOWS FMAIWDMA 250 BOX WINDOWS FMA/AAMAIWDMA 300 EXTERIOR DOORS <br />