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1 �t <br /> WINDOW SYSTEMS <br /> ANCHOR®MIDSPAN - 1900 SW 44THAVF <br /> 6'MAX RYP.) 4'MAX(TYP.) S'MAX O.C.(TYP.) OCALA,FLORIDA U474 <br /> 6'MAX gyp.) SEENOTE2 CMAX(TYP.) I I I SEE NOlE2 WWW.CWS.CC <br /> 610 PVC <br /> SINGLE HUNG <br /> 141 <br /> MA..O.C. 1. NON-IMPACT <br /> (fYP_.) MAX O.C. <br /> J- O <br /> rr rr 'THRODOHFRANE <br /> 9MTG PAL 1 / LMTO RAIL � � 0 VANDOWWID O�W W m <br /> ONV4NDOWWIOTHS �M <br /> OVER 3T' <br /> m <br /> 3'(TYP.)� a,ITYP.) 3: <br /> a m <br /> m <br /> io J O <br /> . ANCHORRS(�l P.) Bo o w <br /> 4 4 4 s=za <br /> U m Q Z <br /> ANCHOR LAYOUT-(FLANGE) ANCHOR LAYOUT-WIN) <br /> INO SILLANCHORS REQ1SiE0] (� <br /> No 58201 •;A <br /> lk <br /> NOTES: 9Q. STATE OF <br /> i4'�LIS',�C <br /> 1.INSTALL ONE ANCHOR AT EACH INSTALLATION LOCATION.SILL ANCHOR SPACING SAME AS HEAD. <br /> 2.SHIM AS RED AT EACH INSTALLATION ANCHOR USING LOAD BEARING SHIMS.MAX ALLOWABLE SHIM STACKTOBE 1l4'.USE SHIMS WHERE SPACE GREATER THAN 1l16'IS PRESENT.LOAD BEARING SHIMS SHALL BE yZ <br /> CONSTRUCTED OF HIGH DENSITY PLASTIC OR BETTER WOOD SHIMS ARE NOTALLOWED. j <br /> 3.ANCHORTYPE,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 FLPE1l58201 <br /> BE PROTECTED TO PREVENT REACTION. 1239 JABARAAVE. <br /> NORTH PORT,FL 34288 <br /> 6.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.941-180.1574 <br /> SPECIFIED IN TABLE I,SHEET 6. SHEET o ION: <br /> 6.ANCHOR EMSEDMENTTO SUBSTRATE SHALL BE BEYOND WALL DRESSING OR STUCCO.FOR CONCRETEICMU OPENINGS,EMBEDMENT SHALL BE BEYOND WOOD BUCKS,IF USED,INTO SUBSTRATE-IX BUCKS ARE ANCHOR SCHEDULE AND <br /> OPTIONAL NOTES <br /> DATE: <br /> 7.AMINIMUM CENTER-TO-CENTER SPACING SHALL BE MAINTAINED BETWEEN ALL FASTENERS:3'FOR MASONRY,1'FOR WOOD AND METAL. OFAWN BY. <br /> SJB 06127/1fi <br /> B.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 ow¢ a c <br /> SUBSTRATES SHALL MEET THE MINIMUM STRENGTH REQUIREMENTS AS SHOWN IN TABLET,SHEET 6.CONCRETE AND MASONRY SUBSTRATES MAY NOT BE CRACKED. CWS-1099 C <br /> 9.SEALING AND FLASHING S717ATEGIES FOR OVERALL WATER RESISTANCE OF INSTALLATIONSHALL BECONEIYOTHERS FOLLOWINGTHECURRENTVERSIONOFTHEREFERENCEOOCUMENTS: CA . SHEET <br /> FMA/AAM 00 FIN WINDOWS AI MA 00 FLANGE WI DOWB AAM]M 260 BOX WI OOWS FMAI ANVD 300E RI R DOORS 1:25 5 OF 7 <br />