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12 3/4'MAX D.C.(TYP.) <br /> 6" MAX.(TYP.) <br /> SEE NOTE 2 19D0SW44THAVE., <br /> 6'MAX.(TYP.)-1 OCALA,FLORIDA 34474 <br /> www.cws.cc <br /> INSTALLATION <br /> ANCHOR(TYP.) 1000 ALUM. <br /> GUARDIAN DOOR <br /> NON-IMPACT <br /> 17" <br /> MAX.O.C. < z 3: <br /> — z 0 <br /> (TYP.) I- 0wo wwoc <br /> W�c < uj <br /> 1 =—INSTALL TWO 48 ANCHORS THRU z w z 0 z wrzz�- <br /> STRIKE PLATE AND DEADBOLT STRIKE 0 ;z co��>.0 w 3r.ib <br /> U. I-w Z�-3::E�r <br /> PLATE INTO SUBSTRATE(TYP.) Z ZM2<wwoo <br /> INSTALL ONE#8 ANCHOR THRU 0 <br /> a- aU 0 U) I.-w <br /> EACH HINGE INTO SUBSTRATE(TYP.) 0 Z—'0�-z—Z F-=)U) <br /> Z 0 0:3 ::3 <br /> O-- 0 <br /> < —ZOZO <br /> LL F-—L'2 0 <br /> >- <3:0 w—M 0 Z_ <br /> D 25; <br /> w cl ce 0 5 w cn Lu <br /> U- <br /> z Lo w 0 <br /> a. <br /> 0 wF-0 w m1w <br /> 0, � CL 0� IL <br /> .. .......... <br /> "�..-*.'0`ElJ&'-.f1p, <br /> ANCHOR LAYOUT 4,0' <br /> No 58201 <br /> t <br /> %'33% STATE OF <br /> .ma0. <br /> 0 R%0*-" <br /> NOTES: <br /> i.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 BECONSTRUCTED OF HIGH DENSITY PLASTIC OR BETTER.WOOD SHIMS ARE NOT ALLOWED. <br /> 9115/201 <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 MANUFACTURERS 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 UESCRIPTION: <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_8Y. 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 09/08/08 <br /> STRUCTURE.SUBSTRATES SHALL MEET THE MINIMUM STRENGTH REQUIREMENTS AS SHOWN IN TABLEI,SHEET 6. CONCRETE AND MASONRY SUBSTRATES MAY NOT BE CRACKED. DWG#.' 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 I OO(FIN WINDOWS),FMA/AAMA 200(FLANGE WINDOWS), FMAANDMA 250(BOX WINDOWS),FMA/AAMAlWDMA 300(EXTERIOR DOORS) SHEET <br /> 1:20 5 OF 6 <br />