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6"MAX.(TYP.) (II- --} 14 1/2'MAX.O.C.(TYP.) <br /> 6"MAX.(TYP.) I ------ 1­-4''(TYP.) CENTANCHOR <br /> RLI MNE TGYp j IL WINDOW SYSTEMS <br /> V- V'liAyL4lSU • <br /> 1900 SW 44TH AVE. <br /> INSTALLATION OCALA,FLORIDA 34474 <br /> ANCHOR(TYP.) WWW.CWS.CC <br /> 4"MAX.(TYP.) III.-III--B"MAX.O.G.(TYP.) 4"THRU FRAME ANCHOR(TYP.) 1 B" SEE NOTE 2 HO 620IZ.PVC <br /> DER <br /> 4"MAX.(TYP.) I I MAX.O.C. X O X <br /> r SEE NOTE 2 (TYP.) <br /> INSTALLATION NON-IMPACT <br /> ANCHOR(TYP.) <br /> � a w <br /> MAX.O.C. o <br /> (TYP.) <br /> X O X ANCHOR LAYOUT-(FLANGE) m <br /> 1/3-1/3-1/3 Z <br /> O <br /> ANCHOR @ MTG RAIL--------- Z a W CENTERLINE(TYP.) ---4"(TYP.) 0 cc <br /> MAX.(TYP.) 13 1!4"MAX.O.C. a: <br /> FT <br /> (TYP-) ¢ <br /> 6"MAX.(TYP.)� 0 <br /> ANCHOR LAYOUT-(FIN) w <br /> 1/4-1/2-1/4 and 1/3-113-113 --INSTALLATION <br /> NOTE THRU FRAME ANCHORS @ MTG RAIL ANCHOR(TYP.) p <br /> z <br /> ��1,��►n�l+rpr <br /> SEE NOTE 2 �ADRE <br /> `�����P, Vy TIJ p, <br /> r: <br /> MAX.O.C. X O X `��GP•�\CENS��,•.,�Pti��� <br /> (TYP.) No 5B201 <br /> ;ate <br /> NOTES: :13 STATE OF <br /> 004 <br /> 1.INSTALL ONE ANCHOR AT EACH INSTALLATION LOCATION.SILL ANCHOR SPACING SAME AS HEAD. SrONA��? <br /> 2.SHIM AS REQ AT EACH INSTALLATION ANCHOR USING LOAD BEARING SHIMS. MAX.ALLOWABLE SHIM STACK TO BE 114". (FLANGE) <br /> LAYOUT-(FLANGE) 7 <br /> USE SHIMS WHERE SPACE GREATER THAN 1116"IS PRESENT. LOAD BEARING SHIMS SHALL BE CONSTRUCTED OF HIGH ANC 1/4- - �f— <br /> DENSITY PLASTIC OR BETTER.WOOD SHIMS ARE NOT ALLOWED. <br /> 6/8/2015 <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. <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 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 4: NEV.: <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 /> FMAIAAMA 100(FIN WINDOWS),FMAIAAMA 200(FLANGE WINDOWS), FMAANDMA 250(BOX WINDOWS),FMA/AAMAANDMA 300(EXTERIOR DOORS) 1:20 50176 <br />