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12 3/4" MAX O.C.(TYP.)6" MAX.(TYP.) SEE NOTE 2 u9mm <br /> W MAX.(TYP.) 19D6 SW 44TH AVE. <br /> OCALA,FLORIDA 34474 <br /> W WW.CWS.CC <br /> INSTALLATION <br /> ANCHOR(TYP.) 1000 ALUM. <br /> GUARDIAN DOOR <br /> NON-IMPACT <br /> 17" <br /> MAX.O.C. c -z -z- 4 Z 3 <br /> - -- -- --- -— ---- ---(TYft) ---- - F o W o Q W o d <br /> INSTALL TWO#8 ANCHORS THRU w z o z W-z E <br /> STRIKE PLATE AND DEADBOLT STRIKE o z w z of 3�z <br /> PLATE INTO SUBSTRATE(TYP.) z z m Q w W O p <br /> INSTALL ONE 48 ANCHOR THRU O a 0�l¢ F w <br /> EACH HINGE INTO SUBSTRATE(TYP.) o u~i z Z a <br /> z oz')uizno- <br /> ` �- Q�owoaoz <br /> �¢y�0! <br /> ZLoW�0�05W- <br /> O W F R. <br /> W of O <br /> BE F a ��a <br /> ANCHOR LAYOUT <br /> '9 STATE dF ;�kr <br /> O <br /> NOTES: ry�Ss+ONA i�a0�4 <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 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#58201 <br /> WOOD MUST BE PROTECTED TO PREVENT REACTION. 1239 JABARA AVE. <br /> NORTH PORT,FL 34288 <br /> 5.INS.TALLATION 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/OB/08 <br /> STRUCTURE.SUBSTRATES SHALL MEET THE MINIMUM STRENGTH REQUIREMENTS AS SHOWN IN TABLET,SHEET 6. 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: ALE: 6 F <br /> FMA/AAMA 100(FIN WINDOWS),FMA/AAMA 200(FLANGE WINDOWS), FMAlWDMA 250(BOX WINDOWS),FMA/AAMA/WDMA 300(EXTERIOR DOORS) scE: SHEET <br /> 1:20 5 OF 6 <br />