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12 3/4" MAX O.C.(TYP.) ����'� <br /> 6" MAX.(TYP.)� WII�lDOW SYSTEMS <br /> SEE NOTE 2 1900 SW 44TH AVE. <br /> 6" MAX.(7YP.) OCALA,FLORIDA 34474 <br /> W W W.CWS.CC <br /> INSTALLATION <br /> - - • ANCHOR(TYP.) <br /> . . . 1000 ALUM. <br /> GUARDIAN DOOR <br /> n„ - - <br /> NON-IMPACT <br /> MAX.O.C. - - - Q z � ¢Z� <br /> P. <br /> O <br /> INSTALL TWO#8 ANCHORS THRU w z p z ���� <br /> � STRIKE PLATE AND DEADBOLT STRIKE � ¢��>-���m <br /> PLATE INTO SUBSTRATE(TYP.) z z=�¢���_ <br /> INSTALL ONE#B ANCHOR THRU o O�O�¢���� <br /> EACH HINGE INTO SUBSTRATE(7YP.) " ' ' �z <br /> o z- -?F�cn <br /> ' ' ' Z OU` VUj 7U— <br /> a r?LLg�O�Z <br /> - - - � ¢�¢OyWFF�- <br /> ' ¢ O�pF-}���� <br /> - - - - w ��w<no��nw <br /> - - - p wH� a��} <br /> n�. �3Wu' <br /> a �' a <br /> ���,,,`�,P'',G E Nh',TG'��i: <br /> ANCHOR LAYOUT `GP;•�� SF �Ay� <br /> ��t No 582D1 ��•�1�C <br /> � "M' ,tr ��'- <br /> '9O: STATE OF ;��= <br /> �+.\c�`��l o R t 0 P✓���.:• <br /> NOTES: ,,'�SS+�NA i���`,, <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 Z� <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 5. 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#56201 <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 5. 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. <br /> DRAWNBY' 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 �J 03/13/09 <br /> STRUCTURE.SUBSTRATES SHALL MEET THE MINIMUM STRENGTH REQUIREMENTS AS SHOWN IN TABLEI,SHEET 5. CONCRETE AND MASONRY SUBSTRATES MAY NOT BE CRACKED DWG#. 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-242 E <br /> FMA/AAMA 100(FIN WINDOWS),FMAlAAMA 200(FLANGE WINDOWS), FMA/WDMA 250(BOX WINDOWS),FMA/AAMAlWDMA 300(EXTERIOR DOORS) scA�E: SHEET <br /> 1:20 4 OF 5 <br />