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C9990m� <br /> WINDOW SYSTEMS <br /> ANCHOR®MOSPAN 1900 SW 44THAVE <br /> C MAX(TYP.) 4'MAK(TYP.) S'MAX O.C.(TYPJ OCALA,FLORIDA34474 <br /> 5'MAX(TYP.) SEENOTE2 4'MAX(TYP.) SEENOTE2 WWW.CWS.CC <br /> 610 PVC <br /> 141n' SINGLE HUNG <br /> MAXD.C. ADC NON-IMPACT <br /> L O mPa O <br /> m N <br /> O p <br /> -ROUGH FRANE <br /> I r REcrD <br /> EMDG RAR '_GRAIL ONWINODWWIOTHS p W W m <br /> FF <br /> JA <br /> DYER37- <br /> cc <br /> IN <br /> 3'(TYP) 3'(iYP) <br /> 3',Y)J O w p <br /> z D <br /> X XON <br /> ORINSTALLS(TYP.) <br /> U p<Z <br /> ANCHOR LAYOUT-(FLANGE) ANCHOR LAYOUT-(FIN) .•4��pNoiW <br /> INO SRiANCHORS PEW WEOf (� <br /> N. 58201 ;9 <br /> =ro5 - <br /> ^9'. <br /> NOTES: STATE OF <br /> ^O: <br /> 1.INSTALL ONE ANCHOR AT EACH INSTALLATION LOCATION.SILLANCHOR SPACING SAME AS HEAD. q'ONA;Ep�� <br /> 2.SHIM AS REQAT EACH INSTALLATION ANCHOR USING LOAD BEARING SHIMS.MAX.ALLOWABLE SHIM STACKTO BE I/4'.USE SHIMS WHERE SPACEGREATER THAN I/16'IS PRESENT.LOAD BEARING SHIMS SHALL BE yZ <br /> CONSTRUCTED OF HIGH DENSITY PLASTIC OR BETTER.WOOD SHIMS ARE NOTALLOWED. j <br /> 3.ANCHOR TYPE,SIZE,SPACING AND EMBEDMENT SHALL BE AS SPECIFIED IN THESE DRAWINGS,SEE TABLE 1,SHEET 6. 8/5/2016 <br /> LUCASA.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 58201 <br /> BE PROTECTED TO PREVENT REACTION. 1239 JABARAAVE. <br /> NORTH PORT,FL 34208 <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 PH•941-3B0-1574 <br /> SPECIFIED IN TABLE 1,SHEET6. sN o lort <br /> B.ANCHOR EMBEOMENTTO 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 /> ORAWNBY: DAM <br /> 7.AMINIMUM CENTER-TO-CENTER SPACING SHALL BE MAINTAINED BETWEEN ALL FASTENERS:3'FOR MASONRY,PFOR WOOD AND METAL. SJB 06/27/16 <br /> 8.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 Gw a REYt <br /> SUBSTRATES SHALL MEETTHE MINIMUM STRENGTH REQUIREMENTS AS SHOWN IN TABLET,SHEET S.CONCRETE AND MASONRY SUBSTRATES MAY NOT BE CRACKED. CWS-1099 C <br /> 9.SEALING AND FLASHING STRATEGIES FOR OVERALL WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS FOLLOWING THE CURRENT VERSION OF THE REFERENCE DOCUME. SHEET <br /> FMA/AAMA 100 FlN WINDOWS FMA/AAMA 200 FLANGE WINDDWS FMANJOMA 2 BOX WINDDWS FMA/AAMANYO 300 EXTERIOR DOORS 1:25 5 OF 7 <br />