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12 314"MAX O.C.(TYP.) �UU(Y I7 Fll jl <br /> 6"MAX.(TYP.) SEE NOTE 2 WINDOW SYSTEMS Il /I <br /> 6" MAX,(TYP,) 1900 SW 44TH AVE. <br /> OCALA,FLORIDA 34474 <br /> www.cws.cc <br /> INSTALLATION <br /> ANCHOR(TYP.) <br /> 1000 ALUM. , <br /> GUARDIAN DOOR <br /> NON-IMPACT <br /> 17" <br /> MAX.O.C. <br /> �P.) r owo Uw00 <br /> INSTALL TWO#8 ANCHORS THRU w z 0 z Z <br /> STRIKE PLATE AND DEADBOLT STRIKE 0 H w�z 0 W�m <br /> INSTALL ONE#8 ANCHOR THRU PLATE INTO SUBSTRATE(TYP.) z O�o Q w w O 0 <br /> EACH HINGE INTO SUBSTRATE(TYP.) 0 0(n z D'I a <br /> 0 Z— z F- CD <br /> Z 0zQc DU— <br /> Q Z ZOLLU <br /> >- <Q}0W-�OZ <br /> Q pp af�}72r0� <br /> Q' z�w�0. U)F <br /> IL co <br /> 0 wF-Ow wzOf>_ <br /> as F a Of <br /> "�Illlllll) <br /> WREW <br /> ANCHOR LAYOUT ,�GZ�;,0NOENs'.... <br /> No 58201 <br /> pro: ;2e <br /> t` .comp <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 114". 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 /> 3.ANCHOR TYPE,SIZE,SPACING AND EMBEDMENT SHALL BE AS SPECIFIED IN THESE DRAWINGS,SEE TABLE 1,SHEET 6. 9/15/2017 <br /> 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#5B201 <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 AIDE 09/08/08 <br /> STRUCTURE.SUBSTRATES SHALL MEET THE MINIMUM STRENGTH REQUIREMENTS AS SHOWN IN TABLEI,SHEET S. CONCRETE AND MASONRY SUBSTRATES MAY NOT BE CRACKED. DWG a: REV.: <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: CWS-176 F <br /> FMA/AAMA IOO(FIN WINDOWS),FMA/AAMA 200(FLANGE WINDOWS), FMAANDMA 250(BOX WINDOWS),FMA/AAMA/WDMA 300(EXTERIOR DOORS) SCALE: SHEET <br /> 1:20 5 OF 6 <br />