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6-MAX cm) 17•MAX.O.C.(IYP.) WINDOW SYSTEMS <br /> 1900 SW 44TH AVE. <br /> 6-MAX.(fYP.) OCALA,FLORIDA 34474 <br /> -- -- -- W W.CWS,CC <br /> rdl I SEE NOTE 2 81b0 PVC <br /> 10 MAX.O.C. I I SINGLE HUNG <br /> cr'P') IMPACT <br /> O INSTALLATION <br /> ANCHOR(TYP.) <br /> I I < Z o wwoC1 <br /> I 1 F pW0 ¢FFp <br /> W ZOZ W--t <br /> g amp}OW�m S <br /> _ li !-w ZH3� <br /> CL <br /> 4"(TYP.)J I 1 p Zw jZ-'`-1~-otn <br /> I I ¢ OZUtpZ::,1 <br /> 101/� 1\ w OFy-�wuJ u�ull <br /> MAX.O.C. Fx Z hw 0-i N F- <br /> cryP') 00 WF=-O Q�.S�y <br /> � W S W <br /> 4•(TYP J <br /> JGp'-.��CEMgF.-9ycr? <br /> 4"(TYP•) NO ANCHORS REQUIRED IN SILL v No 50201 3 <br /> ANCHOR LAYOUT-(FLANGE) <br /> C� <br /> NOTES: <br /> 1.INSTALL ONE ANCHOR AT EACH INSTALLATION LOCATION.NO ANCHORS REQUIRED IN SILL. <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 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 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#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 6. 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 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 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 MASONRY,1"FOR WOOD AND METAL. DRAWN BY: DATE <br /> BAT 06/18/12 <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. OWOn: REV.: <br /> SUBSTRATES SHALL MEET THE MINIMUM STRENGTH REQUIREMENTS AS SHOWN IN TABLET,SHEET 6. CONCRETE AND MASONRY SUBSTRATES MAY NOT BE CRACKED. <br /> CWS-812 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 /> FMA/AAMA 100(FIN WINDOWS),FMA/AAMA 200(FLANGE WINDOWS), FMAANDMA 250(BOX WINDOWS),FMA/AAMAANDMA 300(EXTERIOR DOORS) 1:15 50176 <br /> L <br />