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s"MAX WINDOW SYSTEMS(TYP.) 17"MAX.o,C.(TYP.) 1900 SW 44TH AVE. <br /> 6"MAX.(TYR) <br /> OCALA,FLORIDA 34474 <br /> -- -- -- VWVW.CWS.CC <br /> I I SEE NOTE 10112• I 1 8100 PVC <br /> MAX.O,C. SINGLE HUNG <br /> (TYP') IMPACT <br /> 1_ O INSTALLATION <br /> ANCHOR(TYP.) <br /> I <br /> O I W ZOZ K�zIw_" <br /> I^ o Qtn��0�3m <br /> .—xuro w,a 0 U1-PHw OUdy <br /> mKz <br /> IL <br /> I I Q F. 'mo tr_Z <br /> 101/� /\ w o.�w 0?.9 W2W <br /> MAX.O.C. III U) <br /> K Z uJ w 0�fJ]F- <br /> (TYP) 0 W F OQ, W S K in <br /> EL t=-. IL K3:a <br /> 4•(TYP.) LI—— —— —— ; PN......rlG�4 <br /> `�6P ��G�PJSF•.Rti:� <br /> 4"(TYP.) NO ANCHORS REQUIRED IN SILL :• No 58201 :�71 <br /> ANCHOR LAYOUT-(FLANGEI <br /> 0; STATE OF .(U <br /> Qf <br /> G. <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 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 /> 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 /> 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. BAT 06118H2 <br /> owoa: 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 /> FMAIAAMA 100(FIN WINDOWS),FMA/AAMA 200(FLANGE WINDOWS), FMA/WDMA 250(BOX WINDOWS),FMA/AAMANVDMA 300(EXTERIOR DOORS) 1:15 <br /> 50F6 <br />