Laserfiche WebLink
Long DOW5 <br /> 19DO SW 44TH AVE <br /> ANCHOR ATMIDSPAN 8'MAXO.C.(TYP.) OCALA,FLORIDA 34474 <br /> FOR UNIT HEIGHTS OVER 63'(TYP.) 3 4'MAX(TYP.) W W W.CWS.CC <br /> SEE NOTE 2 -I 3•THRU FRAME ANCHOR(TYP.) <br /> 6'MAX(TYP.) s•,(Tw.) a°MAX(TYP.) <br /> s°MAX ) <br /> 620 PVC <br /> SEE NOTE 2 HORIZ.SLIDER <br /> INSTALLATION <br /> 181/4" <br /> ANCHOR(TYP.) INSTALLATION NON-IMPACT <br /> MAXI O.C. <br /> ANCHOR(TYP.) <br /> (�L MAXM O.C. F <br /> X X X X m <br /> • rn <br /> z <br /> 0 <br /> S2 <br /> zW <br /> oCc <br /> a <br /> U' <br /> W <br /> C <br /> -ANCHOR LAYOUT-(FLANGE) ANCHOR LAYOUT-(FIN) O <br /> CD M NOTE THRU FRAME ANCHORS TG RAIL Z <br /> �:• No 56201 •'g� <br /> O. ¢: <br /> SRO STATE OF :��: <br /> NOTES: :���..F p,,.•��. <br /> 1.INSTALL ONE ANCHOR AT EACH INSTALLATION LOCATION.SILL ANCHOR SPACING SAME AS HEAD. ���s`S O...O..NG,`�� <br /> 2.SHIM AS REQ AT EACH INSTALLATION ANCHOR USING LOAD BEARING SHIMS. MAX ALLOWABLE SHIM STACK TO BE 114". USE SHIMS WHERE SPACE GREATER THAN 1/16'IS PRESENT. LOAD BEARING SHIMS SHALL BE <br /> CONSTRUCTED 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. 4/27/2015 <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 LUCAS A.TURNER,P.E. <br /> BE PROTECTED TO PREVENT REACTION. # A AVE.. 1239 JA BAR l <br /> 39 A .. <br /> S.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 NORTH PORT, 34288 <br /> SPECIFIED IN TABLE 1,SHEET 6. PH.941-3BD-1574 <br /> SHEETDESCRIPTION: <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 OPTIONAL ANCHOR SCHEDULE AND <br /> NOTES <br /> 7.A MINIMUM CENTER-TO-CENTER SPACING SHALL BE MAINTAINED BETWEEN ALL FASTENERS:3'FOR MASONRY,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 STRUCTURE. EMK. 04/22/15 <br /> SUBSTRATES SHALL MEET THE MINIMUM STRENGTH REQUIREMENTS AS SHOWN IN TABLET,SHEET 6. CONCRETE AND MASONRY SUBSTRATES MAY NOT BE CRACKED. DWO s: . <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•1059 - <br /> FMA/AAMA 100(FIN WINDOWS),FMA/AAMA200(FLANGE WINDOWS), FMAIWDMA 250(BOX WINDOWS),FMA/AAMAIWDMA300(E)CTERIOR DOORS) SCALE:. SHEET <br /> 120 6OF6 <br />