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12 3/4-MAX O.C.(TYP.) <br /> 6' MAX.(TYP.) WINLtOW SYSTEMS <br /> SEE NOTE 2 19MSW44THAVE. <br /> 6"MAX.(TYP.) OCALA,FLORIDA 34474 <br /> Wlm.CWs.cC <br /> INSTALLATION <br /> ANCHOR(TYP.) 1000 ALUM. <br /> GUARDIAN DOOR <br /> NON-IMPACT <br /> 17" <br /> MAX.O.C. <br /> < z <z <br /> 0 <br /> (TYP-) z I.- woo CO O <br /> Ill WO tu�c < <br /> =--INSTALL TWO#8 ANCHORS THRU z0z mrz w <br /> --t= <br /> STRIKE PLATE AND DEADBOLT STRIKE 0 :;z in��>.0 n:R:In <br /> LL I-Ill z 1--3z 2-F <br /> PLATE INTO SUBSTRATE(TYP.) z ZF2<Xwoo <br /> 0 0 0ci<mI._'x <br /> INSTALL ONE#8 ANCHOR THRU 0 0(0�-z a-P U)(L <br /> EACH HINGE INTO SUBSTRATE(TYP.) 0 z—SO—Z I_n co <br /> z 00D --:30— <br /> < —Zowzo 0 <br /> >_ 1---U-50 LL <br /> < owpa:o_Z <br /> z C6 <br /> z (L 0_3 En <br /> —ItOfo— <br /> w 1.-0 a--2- <br /> w III�0�Z' <br /> IL � D. w w, <br /> /'� <br /> s"glillify"I <br /> % i?REW <br /> ANCHOR LAYOUT 4,0 <br /> No 58201 t^ <br /> t <br /> OF <br /> g, <br /> NOTES: <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 1/4". USE SHIMS WHERE SPACE GREATER THAN 1/16"IS PRESENT. LOAD BEARING <br /> SHIMS SHALL RECONSTRUCTED OF HIGH DENSITY PLASTIC OR BETTER.WOOD SHIMS ARE NOT ALLOWED. <br /> 9/15/201 <br /> 3.ANCHOR TYPE,SIZE,SPACING AND EMBEDMENT SHALL BE AS SPECIFIED IN THESE DRAWINGS,SEE TABLE 1,SHEET 6. 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 FL PE#58201 <br /> WOOD MUST BE PROTECTED TO PREVENT REACTION. 1239 JABARA AVE. <br /> NORTH PORT,FL 34288 <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 PH.941-380-1574 <br /> THE MINIMUM SPECIFIED IN TABLE 1,SHEET 6. SHEET DESCRIPTION: <br /> 6.ANCHOR EMBEDMENT TO SUBSTRATE SHALL BE BEYOND WALL DRESSING OR STUCCO. ANCHOR SCHEDULE AND <br /> NOTES <br /> 7.A MINIMUM CENTER-TO-CENTER SPACING SHALL BE MAINTAINED BETWEEN ALL FASTENERS:3"FOR MASONTRY,1"FOR WOOD AND METAL. DRAWN BY: DATE. <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 ADE 09/08108 <br /> STRUCTURE.SUBSTRATES SHALL MEET THE MINIMUM STRENGTH REQUIREMENTS AS SHOWN IN TABLET,SHEET 6. CONCRETE AND MASONRY SUBSTRATES MAY NOT BE CRACKED. DwG 0.1 REV.: <br /> CWS-176 F <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: <br /> FMA/AAMA 1 OO(FIN WINDOWS),FMAIAAMA 20D(FLANGE WINDOWS), FMA/WDMA 250(BOX WINDOWS),FMA/AAMAIWDMA 300(EXTERIOR DOORS) SHEET <br /> 1:20 5 OF 6 <br />