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lz MAX.O.C.(TYP.) F-T <br /> 3^(TYP.) 15^MAX.O.C.(TYPJ V-fbtS'O]I�l(IoUUf1�•(](�I"J,j <br /> 6-SASH @ FIXED <br /> MAX.O.C.(TYP.) WINDOW SYSTEMS I\_�/I <br /> 6'MAX.(TYP.) @FIXED 6'MAX(TYP.) <br /> 6'MAX.(TYP.) I SEE NOTE 2 8.MAX(TYP,) y -3'(TYP.) 1900 SW 44TH AVE. <br /> OCALA.FLORIDA 34474 <br /> W W W.0 W S.CC <br /> INSTALLATION <br /> 16'MAX-O.C.- ANCHOR(TYP.) <br /> (TYP.) 8200 PVC <br /> 9*MAX.D.C. O �/ (TYP) O.C. O X HORZ.SLIDER <br /> ANCHOR @ MIDSPAN /� NON-IMPACT <br /> (TYP.) <br /> b a az3QZ3. <br /> - Ow0 Qwow <br /> I I ANCHOR LAYOUT-(FLANGE) w z 0 z m k z t <br /> ANCHOR LAYOUT-(FLANGE) LL Im-a w 3 z 3 <br /> z zx2QCYwp0 <br /> 0 Oa-0(3<xo m <br /> �z <br /> 4'MAX(TYP.) 8'MAX.O.C.(TYP.) 4'MAX.(TYP.) IT <br /> 8'MAX.O.C.(TYP.) z ZO o-) ?j U- <br /> 4"MAX.(TYP.) �� SEE NOTE 2 4^MAX.(TYP.) } ¢Z O W O 0 O Z <br /> 3 0 F 0-,0- <br /> Q 0�cr .5 ZO2 <br /> INSTALLATION 7-E <br /> INSTALLATION w O WFW 0 0 w U)W, <br /> ANCHOR(TYP.) ANCHOR(TYP.) a Z=D- D'O S y <br /> B'MAX O.C. 0 w F-O D-x x} <br /> 8^MAX.O.C. X X (TYP) EL a 3 a(TYP) T�It G <br /> =v:• No 58201 •'gyp <br /> ANCHOR LAYOUT-(FIN) ANCHOR LAYOUT-(FIN) <br /> 13• ,STATE OF :40 <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 114". USE SHIMS WHERE SPACE GREATER THAN 1116"IS PRESENT. LOAD BEARING SHIMS SHALL BE f. <br /> CONSTRUCTED OF HIGH DENSITY PLASTIC OR BETTER,WOOD SHIMS ARE NOT ALLOWED. <br /> 8/28/2017 <br /> 3.ANCHOR TYPE,SIZE,SPACING AND EMBEDMENT SHALL BE AS SPECIFIED IN THESE DRAWINGS,SEE TABLE 1,SHEET 8. --- <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 WOOD MUST FL PE N 58201 <br /> BE PROTECTED TO PREVENT REACTION. 1239 JABARA AVE. <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, 4288 <br /> PH.941-38D-1-1574 <br /> SPECIFIED IN TABLE 1,SHEET 8. --- <br /> SHEETT OESCRIFTIpN� <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-1X BUCKS ARE ANCHOR SCHEDULE AND <br /> OPTIONAL. 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. AAJ 07/01/08 <br /> SUBSTRATES SHALL MEET THE MINIMUM STRENGTH REQUIREMENTS AS SHOWN IN TABLET,SHEET B. CONCRETE AND MASONRY SUBSTRATES MAY NOT BE CRACKED. DWG <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: CW S-340 _ E <br /> FMAIAAMA 100(FIN WINDOWS),FMA/AAMA 200(FLANGE WINDOWS), FMA/WDMA 250(BOX WINDOWS),FMA/AAMA/WDMA 300(EXTERIOR DOORS) TGALE: SHEET <br /> 1:40 7 OF 8 <br />