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ANCHOR @ MIDSPAN WINDOW SYSTEMS <br /> IOMSW44THAVF <br /> 6•MAX,(TYP.)- MAX '4' X(TYP.) MAX D.C.(7YP.) OCALA,FLORIDADA 34474 <br /> 3'MAX•(TYP.) SEE NOTE2 4'MAX(iYP.j SEE NOTE2 WWW.CWS.CC <br /> 610 PVC <br /> fat¢• <br /> SINGLE HUNG <br /> MAX.D.C. B• NON-IMPACT <br /> (fYP.) MAX D.C. <br /> �m� <br /> THRONDH FRAME o o ems-O <br /> L ARG RNL 1 ZARG RAIL ANCHORSRWID N W w m <br /> ANCHORS <br /> �y} <br /> OVER 37' -{ D) <br /> 3'(TYP.) 3'(TYP) p a Z <br /> 3� � <br /> 3''TYP) <br /> > w w <br /> Z> <br /> K U W <br /> X i a fL <br /> X '` INSTALLATION <br /> ANCHORS(TYP.) usi ��„E <br /> o 0 3 m <br /> U m¢Z <br /> BIND SDILLAN HORS REouiL pEoGE) ANCHOR LAYOUT-(FIN) �`GpS11•yNX)RE U 4 <br /> No 58201 -I <br /> NOTES: �9Q.. STATE OF i�+u <br /> 1.INSTALL ONE ANCHOR AT EACH INSTALLATION LOCATION,SILL ANCHOR SPACING SAME AS HEAD. <br /> 2.SHIM AS REQAT 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 y� <br /> CONSTRUCTED OF HIGH DENSITY PLASTIC OR BETTER.WOOD SHIMS ARE NOTALLOWED. f <br /> 3.ANCHORTYPE,SIZE,SPACING AND EMBEDMENT SHALL BE AS SPECIFIED IN THESE DRAWINGS,SEE TABLE 1,5HEET 6. 8/5/2016 <br /> LUCAS A.TURNER,P.E. <br /> 4.ALL INSTALLATION ANCHORS MUST BE MADE OF OR PROTECTED WITH CORROSION RESISTANT MATERIAL OR COATING.DISSIMILAR METALS OR MATERIALS IN CONTACT WITH PRESSURE TREATED WOOD MUST FL PE#56201 <br /> BE PROTECTED TO PREVENT REACTION. 1232 JABARAAVE. <br /> NORTH PORT,FL 34288 <br /> S.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 PH.941-360.1574 <br /> SPECIFIED IN TABLE I,SHEET S. SHE D ION: <br /> 6.ANCHOR EMBEDMENTTO SUBSTRATE SHALL BE BEYOND WALL DRESSING OR STUCCO.FOR CONCRETE)CMU OPENINGS,EMBEDMENT SHALL BE BEYOND WOOD BUCKS,IF USED,INTO SUBSTRATE-IX BUCKS ARE ANCHOR SCHEDULE AND <br /> OPTIONAL <br /> NOTES <br /> 7-A MINIMUM CENTER-TO-CENTER SPACING SHALL BE MAINTAINED BETWEEN ALL FASTENERS:X FOR MASONRY,1'FOR WOOD AND METAL. DRAwN BY: DA7e <br /> SJB 06127/16 <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 WINO LOADS TO THE STRUCTURE, Dw M REW <br /> SUBSTRATES SHALL MEETTHE MINIMUM STRENGTH REQUIREMENTS AS SHOWN IN TABLET,SHEET 6.CONCRETE AND MASONRY SUBSTRATES MAY NOT BE CRACKED, CWS-1099 C <br /> xA�` SHEET <br /> 9.SEALING ANO PUSHING STRATEGIES FOR OVERALL WATER RESISTANCE OF INSTALLATION SHALL BE DONE 8Y OTHERS FOLLOWING THE CURRENT VERSION OF THE REFERENCE DOCUMENTS: 1:25 FMAIAAM f00 N WINDOWS MAIAAMA 200 FLANGE WI DOWS M MA 250 BOX VJINOOWS FMA)AAMAIWD 31X1 EXTE TOR DOORS 5 OF 7 <br />