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18" MAX.O.C:(TYP.} �:�/ttVW/LtUU. <br /> 6 MAX. TYP; VANDo SY5TEN8, • <br /> ( 3 (TYP.) .. <br /> ' SEE NOTE 2 1900 SW 44TH AVE.' <br /> 6"MAX.(TYP.), .X (TYP,) OCALA,FLORIOA.34474 <br /> .WWW CWS CC <br /> 8900 PVC SLIDING. <br /> -. GLASS DOOR <br /> INSTALLATION NON-IMPACT. <br /> ANCHOR(TYP.). <br /> { 18... a .z .Qz <br /> ! ).C.. �. wLuA . Q�0Io <br /> w zoz w t= <br /> u.' r-w zr cgs' <br /> z zx:-¢awOo <br /> !' O Oh.O aT <br /> i z -O.Lry U — <br /> O zF�t13 <br /> <C �zag00'u Z <br /> a � 0�.��0 <br /> j��...... ���}�30m <br /> . w' 0�0 vrnwinw <br /> a s~W'CL W�wco. <br /> a I a 0: a <br /> � I <br /> ANCHOR LAYOUT-{FLANGE) _ <br /> ..i. Na 58201 <br /> :31•- 'STATE OF '�C <br /> "F <br /> NOTES:. ,rrrrrSl�NA <br /> 1:INSTALL TWO ANCHORS AT EACH INSTALLATION LOCATION..SILL ANCHOR SPACING SAME AS'HEAD, <br /> 2.SHIM AS REQ ATEACH.INSTALLATION ANCHOR USING LOAD BEARING SHIMS. MAX.'ALLOWABLE SHIMSTACK TO BE 1/4'. USE SHIMS WHERE SPACE GREATER THAN 1/16"IS PRESENT. LOAD BEARING SHIMS SHALL BE y rL <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 7. <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#5820.1' <br /> BE PROTECTED TO PREVENT REACTION. <br /> -, 1239 JABARA AVE. <br /> 5:INSTALLATION ANCHORS SHALL BE IN'ACCORDANCE WITH ANCHOR MANUFACTURERS INSTALLATION INSTRUCTIONS,AND ANCHORS SHALL NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM NORTH PORT,FL 34288 <br /> SPECIFIED IN TABLE 1,SHEET.7. . PH.941-380-1574 <br /> SHEET DESCRIPTION: <br /> 6z 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. <br /> NOTES' . <br /> 7.A MINIMUM CENTER-TO-CENTER SPACING SHALL BE MAINTAINED BETWEEN ALL FASTENERS:2-7/16"FOR MASONRY,2"-FOR FIXED PANEL CLIPS(ALL-SUBSTRATES),.1"FOR WOOD AND METAL. DRAwN ev: DATE: <br /> 6.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. ADE 10/30/09 <br /> SUBSTRATES SHALL'MEET THE MINIMUM STRENGTH REQUIREMENTS AS SHOWN IN TABLET,SHEET 7. CONCRETE AND MASONRY SUBSTRATES MAY NOT BE CRACKED, DWG : REV.: <br /> 9:SEALING AND FLASHING STRATEGIES FOR'OVERALL'WATER RESISTANCE'OF INSTALLATION SHALL BE DONE BY OTHERS FOLLOWING THE CURRE_NT•VERSION OF THE REFERENCE DOCUMENTS: . CWS 496 C <br /> FMA/AAMA100(FINWINDOWS),.FMAIAAMA20D(FLANGEWINDOWS), FMAfWDMA250(BOXWINDOWS),FMAIAAMAANDMA300(EXTERIORDOORS)' SCALE: SHEET <br /> - 125 6 OF 7 <br />