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6 ANCHORS @ E P-HOOK <br /> MAX <br /> .PANEL-TYP ANCHORS WINDOW yryST@#S <br /> TYP. ryp, q• 3'EDGE OCALA,1900 44THDA 3 <br /> 1--6'MAX TYP, i I I I TYP % I iri I j`. j I OF PANEL OCALA,FLORIDA 34474 <br /> 1 1 I 1 /`I I I /1 TYP. WWW.CWS.CC <br /> II 8800 PVC <br /> IT MAX <br /> MAX II O. SLIDING GLASS <br /> TYP I DOOR-IMPACT <br /> L II <br /> II <br /> 1 II mF <br /> I �o <br /> X X ii X X <br /> �r <br /> II mm <br /> MID- O Z <br /> SPAN Z O_ <br /> OF > <br /> II PANEL Q=O W <br /> II <br /> II o a <br /> a o <br /> z <br /> FIXED PANEL <br /> 'CIRCLED ANCHOR LOCATIONS REQ'D ONLY IN WOOD INSTALLATIONS.(SEE NEXT SHEET FOR DETAIL) CLIP _--J+' Ne 59201 :�A 2 <br /> NOTES: <br /> 7vt • <br /> 1.INSTALL TWO ANCHORS AT EACH INSTALLATION LOCATI Y ON(SEE LA OUT DETAILS ON SHEETS 8 8 9),EXCEPT FOR 2T SILL 8 WOOD INSTALLATION LOCATIONS.BEE SPECIAL LOCATIONS AND SPACING FOR 2T SILL 0:, STATE OF <br /> (SHEET 8).INSTALL ONE ANCHOR AT EACH WOOD INSTALLATION LOCATION(CIRCLED).SILL ANCHOR SPACING SAME AS HEAD FOR 3T AND 4T.INSTALL ONE ANCHOR AT EACH LOCATION IN HOOKSTRIP. <br /> 2.SHIM AS REO 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 /> 7� <br /> 3.ANCHOR TYPE,SIZE.SPACING AND EMBEDMENT SHALL BE AS SPECIFIED IN THESE DRAWINGS,SEE TABLE 1,SHEET 10. r - <br /> 11/21/2016 <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 /> 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 JABARA AVE. <br /> SPECIFIED IN TABLE 1,SHEET 10. <br /> NORTH PORT,FL 34288 <br /> 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. SHEET DESCRIPNON: <br /> INSTALLATIONS TO SOLID CONCRETE OR GROUT-FILLED CMU MAY INCLUDE BUT DO NOT REQUIRE 1%WOOD BUCKS BETWEEN THE PRODUCT AND SUBSTRATE. ANCHOR SCHEDULE AND <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 SOLID CONCRETE,W FOR CMU MASONRY,1'FOR WOOD AND METAL. DRAWN.: uAIE <br /> BLZ 05/16/16 <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. DWG a ftEv.: <br /> SUBSTRATES SHALL MEET THE MINIMUM STRENGTH REQUIREMENTS AS SHOWN IN TABLET,SHEET 10.CONCRETE AND MASONRY SUBSTRATES MAY NOT BE CRACKED. CWS-1151 1 <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. Ste' SHEET <br /> FMAIAAMA 100(FIN WINDOWS),FMAIAAMA 200(FLANGE WINDOWS),FMANYDMA 250(BOX WINDOWS),FMA/AAMA/WDMA 300(EXTERIOR DOORS) 125 7 OF 11 <br />