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M <br /> WINDOW SYSTEMS <br /> ANCHOR®MIOSPAN 1900 SW 44TH AVF <br /> 6•MAX(fYP.) 4'MAX(iYP.)�-I-B'MAX O.C.(iYP.) DA 34674 <br /> WWW.CWS.CC <br /> 6•MAX.(TYP.) SEE NOTE 4•A1AX TIYR) I I I SEE NOTE2 <br /> 610 PVC <br /> SINGLE HUNG <br /> 1412• NON-IMPACT <br /> MAX O.0 <br /> Ryp,) MAX O.C. <br /> L p ) p �m� <br /> Q <br /> rTG THRDUOM FRAMEANCHORS �c <br /> L M RNL / 9ACG RAIL / DNW3D WIDTHS W W m <br /> 1r o� Z <br /> 9•"P.)J 3'(rYPJ <br /> 3'(1YP) <br /> i i X <br /> ¢ <br /> rL <br /> ANCHOR31(TYON P.) 8< U <br /> 'iLJr' <�i❑ <br /> U m 4 2 <br /> ���°gOrREW rg4i <br /> ANCHOR LAYOUT-(FLANGEI ANCHOR LAYOUT-(FIN) <br /> [ND SILLANGi0R6 REDUUiEDj ;Gpl.•`�CENSF-.:P,y� <br /> _��' No 5ffiOi '•SA% <br /> �9i STATE OF �Yai <br /> NOTES: <br /> 1.INSTALL ONE ANCHOR AT EACH INSTALLATION LOCATION.SILL ANCHOR SPACING SAME AS HEAD. a,n+�k10 <br /> rrr+++nu � <br /> 2.SHIM AS RECIAT EACH INSTALLATION ANCHOR USING LOAD BEARING SHIMS.MAX.ALLOWABLE SHIM STACKTO BE 1/4'.USE SHIMS WHERE SPACE GREATER THAN I/16'IS PRESENT.LOAD BEARING SHIMS SHALL BE yZ <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,SHEET 6. 81 <br /> LUCAS A..TURN 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 PEW 68201 <br /> BE PROTECTED TO PREVENT REACTION. 1238 JABARAAVE' <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 I,SHEET 6. S o PNON: <br /> 6.ANCHOR EMSEDMENTTO SUBSTRATE SHALL BE BEYOND WALL DRESSING ORSTUCCO.FOR CONCRETEICMU OPENINGS,EMBEDMENT SHALL BE BEYOND WOOD BUCKS,IF USED,INTO SUBSTRATE-IX BUCKSARE ANCHOR SCHEDULE AND <br /> OPTIONAL NOTES <br /> OMWH BY: DAIS <br /> 7.A MINIMUM CENTERTO-CENTERSPACING SHALL BE MAINTAINED BETWEEN ALL FASTENERS:3'FOR MASONRY,1-FOR WOOD AND METAL. SJB 06/27/16 <br /> &WOOD OR MASONRY OPENINGS,BUCKS AND BUCK FASTENERS SHALL BE PROPERLY DESIGNED BYTHE ARCHITECT OR ENGINEER OF RECORD AND INSTALLED TO TRANSFER WIND LOADS TO THE STRUCTURE ow M R6v_ <br /> SUBSTRATES SHALL MEETTHE MINIMUM STRENGTH REQUIREMENTS AS SHOWN IN TABLET,SHEET6.CONCRETE AND MASONRY SUBSTRATES MAY NOT BE CRACKED. CWS-1099 C <br /> scr4E: SHEET <br /> 9.SEALING AND FLASHING STRATEGIES FORD ERALL WATER RESISTANCE OF INSTALLATION SHALL II,ONE BY OTHERS FOLLOWING THE CURRENT VERSION OF THE REFERENCE DOCUMENTS: 1:25 5 OF 7 <br /> FMAIAAM 100 FlN WINDOWS AI MA 200 GE WINDOWS FM.MA 250 00X WINDOWS FMAIAAMMWOMA 300 EXTERIOR DOORS <br />