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8"MAX.O.C.(TYP.) <br /> 12 1/2"MAX.O.C.(fYP.j- SEE NOTE 2 4^MAX.(TYP.) SEE NOTE 2 <br /> 6^MAX.(IYP.) a°MAX.(T'P.) WINDOW SYSTEMS <br /> 8•MAX.O.C.(fYP.) 1900 SW 44TH AVE. <br /> 6"MAX.(TYP.) 12 1r2°MAX.O.C.(TVP.) 4°MAX.(TYP.) SEE NOTE 2 OCAIA,FLORIDA 34474 <br /> - - 6•MAX.(fYP.) SEENOTE2 4"MAX.(TYP.) WWWCWS.CC <br /> 6•MAX.(TYP.) <br /> ' � 6• I � I a�0o Pvc <br /> 10" c�O.C. I CASEMENT <br /> MAX.O.C. 6• IMPACT <br /> I / I / I � I (TYP.) 0 <br /> 14 3/4" IS N W C1 <br /> Z W J O <k Z W <br /> MAX.O.C. W zoz K_-� <br /> I ` I n I I INSTALLATION <br /> \ ANCHOR(TYP,) ` OU V S2 OF U a F N d <br /> INSTALLATION <br /> a z��zz�p� <br /> \ ANCHOR(TYP.) <br /> INSTALLATION > -D-W O O 0 Z <br /> ANCHOR(fYP.) � O {- Z <br /> U vi <br /> BE pO0w OWidW <br /> It Z to w it 'O co <br /> - - - - 00 WW�'� wXwr0 <br /> 6•THRU FRAME ANCHOR (L I- a D. <br /> HINGE SIDE JAMB(TYP.) 6•THRU FRAME ANCHOR <br /> ANCHOR LAYOUT-(FLANGE) ANCHOR LAYOUT-(FLANGE) HINGE SIDE JAMB(TYP.) � OREl1 <br /> FOR UNITS UP TO 37-x72• FOR UNITS UP TO 37°x 83• <br /> ANCHOR LAYOUT-(FIN) rG�! <br /> ANCHOR LAYOUT-(FIN) Q'�;�pENg•.,R 4� <br /> FOR UNITS UP T037"x 72• FOR UNITS UP T037"x63" V � F •,`Y � <br /> y: No 58201 '..1 <br /> 9p: STATE OF <br /> NOTES: ffttr 1I���, <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 114". USE SHIMS WHERE SPACE GREATER THAN 1116"IS PRESENT. LOAD BEARING SHIMS SHALL BE <br /> CONSTRUCTED OF HIGH DENSITY PLASTIC OR BETTER.WOOD SHIMS ARE NOT ALLOWED. d N <br /> 3.ANCHOR TYPE,SIZE,SPACING AND EMBEDMENT SHALL BE AS SPECIFIED IN THESE DRAWINGS,SEE TABLE 1,SHEET 6. 9/22/2017 <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#58291 <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 1239 PORT,JABAR FL 34 <br /> NORTH PORT,F174288 <br /> SPECIFIED IN TABLE 1,SHEET 6. PH.941�80-1574 <br /> S.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. SHEET DESCRIPTION: <br /> INSTALLATIONS TO SOLID CONCRETE OR GROUT-FILLED CMU MAY INCLUDE BUT DO NOT REQUIRE 1X WOOD BUCKS BETWEEN THE PRODUCT AND THE SUBSTRATE. ANCHOR SCHEDULE& <br /> INSTALLATIONS TO HOLLOW CMU REQUIRE THE USE OF 1X BUCKS BETWEEN THE PRODUCT AND SUBSTRATE. NOTES <br /> 7.A MINIMUM CENTER-TO-CENTER SPACING SHALL BE MAINTAINED BETWEEN ALL FASTENERS:3"FOR MASONRY,1"FOR WOOD AND METAL DRAWN 6Y: L DATE <br /> B.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 05/05/07 <br /> SUBSTRATES SHALL MEET THE MINIMUM STRENGTH REQUIREMENTS AS SHOWN IN TABLE1,SHEET 5. CONCRETE AND MASONRY SUBSTRATES MAY NOT BE CRACKED. DWG e. REW <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-161 D <br /> FMA/AAMA 100(FIN WINDOWS),FMA/AAMA 200(FLANGE WINDOWS), FMAANDMA 250(BOX WINDOWS),FMA/AAMAMDMA 300(EXTERIOR DOORS) SCALE SHEET <br /> 1:20 5 OF 6 <br />