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12 3/4"MAX O.C.(TYP.) <br /> SEE NOTE 2 1900 SW 44TH AVE. <br /> 6" MAX.(TYP.) WINDOW <br /> L4W/� <br /> 6" MAX.(TYP.) OCALA,FLORIDA 34474 <br /> W W W.CWS.CC <br /> INSTALLATION <br /> ANCHOR(TYP.) <br /> 1000 ALUM. <br /> GUARDIAN DOOR <br /> NON-IMPACT <br /> 17" <br /> MAX.O.C. a z 3 ¢z 3 <br /> (TYP.) I- ❑w0 ZWOci <br /> INSTALL TWO#8 ANCHORS THRU w z p z ��z H <br /> STRIKE PLATE AND DEADBOLT STRIKE o F w�z O Of m <br /> PLATE INTO SUBSTRATE(TYP.) z z 2¢� 2 0 <br /> INSTALL ONE 98 ANCHOR THRU O O O(3 a s o it <br /> EACH HINGE INTO SUBSTRATE(TYP.) Oo 0 co�z z r?a <br /> Q OZ)U)Z�Um <br /> I...—D-200LLZ <br /> L—J Ill <br /> <3:OFFFO— <br /> oa�}0��2 <br /> Q: Z a: 0 _j cn l- <br /> 0 <br /> W~� W3:ww <br /> n o 0: n. <br /> panmi" <br /> DREW <br /> ANCHOR LAYOUT <br /> �GQS,�.......... <br /> 0 E N FTGQti•4 <br /> No 58201 •�� <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 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.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 TABLET,SHEET 6. CONCRETE AND MASONRY SUBSTRATES MAY NOT BE CRACKED. DWG 0: 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 IF <br /> FMA/AAMA 100(FIN WINDOWS),FMA/AAMA 20D(FLANGE WINDOWS), FMA/WDMA 250(BOX WINDOWS),FMA/AAMAMIDMA 300(EXTERIOR DOORS) sCA`E: SHEET <br /> 1:20 5 OF 6 <br />