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6-MAX.(TYP.) 14 1/2'MAX.O.C.(TYP.)12 ANCHOR <br /> 6"MAX.(TYP.) TYP.) CENTERLINE(TY MTG P.) <br /> 1\fWIN�W SYSTEMS <br /> I�4"( <br /> 1900 SW 44TH AVE. <br /> INSTALLATION OCALA,FLORIDA 34474 <br /> ANCHOR(TYP.) WWW.CWS.CC <br /> 4"MAX(TYP.) 8"MAX O.C.(TYP.) SEE NOTE 2 620 PVC <br /> IT . 1 . -.{I 4 THRU FRAME ANCHOR(TYP.) MAX.O.C. X X HORIZ.SLIDER <br /> 4°MAX.(TYP.) i SEE NOTE 2 (TYP.) <br /> NON-IMPACT <br /> INSTALLATION <br /> ANCHOR(TYP.) <br /> 8" a W <br /> Q <br /> MAX O.C. for � <br /> (TYP.) <br /> X O X ANCHOR LAYOUT-(FLANGE) } <br /> m <br /> 1/3-1/3-1/3 Z <br /> O <br /> ANCHOR @ MTG RAIL Z > <br /> a CENTERLINE(TYP.) 4'(TYP.) O LLI <br /> 6-MAX.(TYP.) 13 1/4'MAX.O.C. d <br /> L <br /> FT 6"MAX.(fYP.) U <br /> ANCHOR LAYOUT-(FIN) U) <br /> w <br /> 1/4-1/2-1/4 and 1/3-1/3-1/3 INSTALLATION 0 <br /> L <br /> NOTE THRU FRAME ANCHORS @ MTG RAIL ANCHOR(TYP.) p <br /> z <br /> SEE NOTE 2 ,� tAOREW IF,, <br /> 18' <br /> MAX.O.C. X O X GENS�•.'QZ <br /> (TYP.) <br /> v: No 58201 •'�� <br /> NOTES: rr %p ••�U: <br /> 9 STATE �z <br /> 1.INSTALL ONE ANCHOR AT EACH INSTALLATION LOCATION.SILL ANCHOR SPACING SAME AS HEAD. �i,1S'S,O... <br /> 2.SHIM AS REO AT EACH INSTALLATION ANCHOR USING LOAD BEARING SHIMS. MAX.ALLOWABLE SHIM STACK TO BE 1/4". ANCHOR LAY -( <br /> USE SHIMS WHERE SPACE GREATER THAN 1/16"IS PRESENT. LOAD BEARING SHIMS SHALL BE CONSTRUCTED OF HIGH 1/4-O (FLANGE) <br /> UT ( � <br /> DENSITY PLASTIC OR BETTER.WOOD SHIMS ARE NOT ALLOWED. - xz6/8/ <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 WOOD MUST FL PE#58201 <br /> BE PROTECTED TO PREVENT REACTION. 1239 JABARA AVE.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 THE MINIMUM PH.941-380-1574 <br /> SPECIFIED IN TABLE 1,SHEET 6. SHEET DESCRIPTION: <br /> 6.ANCHOR EMBEDMENT TO SUBSTRATE SHALL BE BEYOND WALL DRESSING OR STUCCO. FOR CONCRETE/CMU OPENINGS,EMBEDMENT SHALL BE BEYOND WOOD BUCKS,IF USED,INTO SUBSTRATE-1 X BUCKS ARE ANCHOR SCHEDULE AND <br /> OPTIONAL. NOTES <br /> 7.A MINIMUM CENTER-TO-CENTER SPACING SHALL BE MAINTAINED BETWEEN ALL FASTENERS:3-9/16"FOR MASONRY,1"FOR WOOD AND METAL. DRAWN BY: DATE: <br /> EMK 06/02/15 <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 STRUCTURE. DWG#: REV.: <br /> SUBSTRATES SHALL MEET THE MINIMUM STRENGTH REQUIREMENTS AS SHOWN IN TABLET,SHEET 6. CONCRETE AND MASONRY SUBSTRATES MAY NOT BE CRACKED. CWS-1067 - <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: SHEET <br /> FMA/AAMA 100(FIN WINDOWS),FMA/AAMA 200(FLANGE WINDOWS), FMA/WDMA 250(BOX WINDOWS),FMA/AAMA/WDMA 300(EXTERIOR DOORS) 1:20 5 OF 6 <br />