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i_ <br />' GENERALSTRUCTURALNOTES <br /> GENERAL <br /> 1. WALLS ARE NOT TO BE BACKFILLED UNTIL THE CONCRETE HAS REACHED A COMPRESSIVE <br /> STRENGTH SUFFICIENT TO SUPPORT ALL DESIGN LOADS. ADEQAUTE SHORING, AS REQUIRED, IS <br /> THE RESPONSIBILITY OF THE CONTRACTOR. <br /> 2. UNLESS SUPPORTED BY ADEQUATE TEMPORARY SHORING, ALL UNBALANCED WALL CONDITIONS <br /> ARE TO BE LATERALLY SUPPORTED AT BOTH THE TOP AND BOTTOM BY FINAL FLOOR <br /> CONSTRUCTION. <br /> 3. STRIP FOOTINGS MAY BE PLACED AT AN ELEVATION LOWER THAN SHOWN IN THE DETAILS <br /> PROVIDED ADEQUATE FROST COVER IS MET. <br /> 4. FOOTING SIZES NOTED ARE MINIMUMS BASED ON AN ASSUMED NET BEARING CAPACITY OF 2000 <br /> PSF. THE ACTUAL BEARING CAPACITY IS TO BE DETERMINED OR VERIFIED BY OTHERS. <br /> 5. THE CENTER OF FOOTINGS MAY BE OFFSET A MAXIMUM OF 1" FROM THE CENTER OF THE WALL AND <br /> THE EDGE OF THE FOOTINGS IS.TO EXTEND A MINIMUM OF 2" BEYOND EACH FACE OF THE WALL <br /> BEFORE SPECIAL REVIEW IS REQUIRED. <br /> 6. SLOPE GRADE AWAY FROM WALLS A MINIMUM OF 6" WITHIN THE FIRST TEN FEET OR PROVIDE <br /> ADEQUATE DRAINS OR SWALES TO ENSURE SUFFICIENT DRAINAGE AWAY FROM THE STRUCTURE. <br /> 7. DRAIN TILE, DAMP-PROOFING OR WATER-PROOFING, AND INSULATION, AS WELL AS THEIR <br /> INSTALLATION,ARE TO BE IN ACCORDANCE WITH THE CODE BY OTHERS. <br /> CONCRETE . <br /> 1. ALL WALL WIDTHS SHOWN ARE NOMINAL DIMENSIONS, UNLESS NOTED OTHERWISE. <br /> 2. THE CONTRACTOR IS TO INSTALL CONTROL JOINTS AS REQUIRED TO REDUCE NORMAL SHRINKAGE <br /> CRACKING. <br /> 3. PROVIDE MATCHING HOOK BARS FOR ALL HORIZONTAL BARS AT ALL WALL CORNERS AND <br /> INTERSECTIONS. HORIZONTAI WALL REINFORCING CAN BE PLACED ANYWHERE WITHIN IN THE <br /> WIDTH OF THE WALL, PROVIDED MINIMUM CODE COVER REQUIREMENTS ARE MET. LAP ALL HOOKS <br /> AND HORIZONTAL BARS PER NOTE 5. <br /> 4. REINFORCING BARS MAY BE BUNDLED UP TO A MAXIMUM OF THREE BARS. <br /> 5. BAR OVERLAPS DO NOT NEED TO BE TIED PROVIDED THEIR CENTERLINES ARE WITHIN 2" OF EACH <br /> OTHER. ALL BAR SPLICES ARE TO BE A MINIMUM OF 30 BAR DIAMETERS FOR GRADE 40 STEEL AND <br /> 48 BAR DIAMETERS FOR GRADE 60 STEEL. <br /> 6. PLACE BARS SUCH THAT THEIR FINAL POSITION IS WITHIN 0.5" OF THAT SHOWN IN THE DETAILS. <br /> TYING OF BARS IN PLACE IS NOT REQUIRED PROVIDED SUFFICIENT CARE IS TAKEN TO ENSURE THE <br /> BARS DO NOT MOVE OUT OF TOLERANCE WITH RESPECT TO BOTH POSITION AND CODE COVER. <br /> 7. UNLESS NOTED OTHERWISE, DOWELS MAY BE DRILLED IN AND GROUTED AFTER THE WALL IS <br /> PLACED. DOWELS DO NOT NEED TO BE TIED TO THE VERTICAL STEEL. <br /> 8. KEYWAY CONNECTIONS BETWEEN THE STRIP FOOTING AND THE WALL MAY BE LOCATED <br /> ANYWHERE WITHIN THE WIDTH OF THE WALL. <br /> 9. VERTICAL BARS MAY BE DRILLED AND EMBEDDED INTO THE STRIP FOOTING IN LIEU OF DOWELS. <br /> EMBED THE VERTICAL BARS A MINIMUM OF 5" INTO THE FOOTING. <br /> 10. THE BOND BETWEEN THE CONCRETE AND STEEL BARS USED IN THESE DRAWINGS WILL NOT BE <br /> APPRECIABLY REDUCED IF FORM OIL IS PRESENT ON THE REINFORCING BARS, UNLESS NOTED <br /> OTHERWISE. THE PRESENCE OF FORM 011 ON THE DOWELS IN DETAIL S-5A SHOULD BE KEPT TO A <br /> MINIMUM. <br /> 2007 MASTER CAST-IN-PLACE CONCRETE ADVANCED CONCRETE CONSTRUCTION, INC. <br /> FOUNDATION DRAWINGS 432 LILAC ST.LINO LAKES,MN 55014 <br /> GENERAL NOTES Phone:(651)784-2450 Fax:(651)784-2523 <br /> 5201 East River Roatl Suite 30B JOB SITE INFORMATION Revision Date Descrip0on <br /> (to DB tilled out by the Conhacror) <br /> Minneapolis.Minnesota 55421 <br /> Phone:763.5712500 Fax: 763.571.1168 pw��; <br /> &snarck�Detrod LakeS�Fargo�Minneapolis�Som Palls <br /> Web:www.ulteig.cwn SVeetAddress: <br /> � � <br /> _ engineers DrawnBy:TroyDeCxool ProjeclNumbar: 206.7200 ^`' //�' <br /> Checked By:Trevor Avner � Da1e: Januarv 1.2007 J � V <br /> Approved By:Crag OsweN Ciry: State'_Zip Code:_ Sheets: 3 ot 26 <br /> cO COPYRIGHT ULTEIG ENGINEERS INC.2007 <br />