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� GENERAL NOTES: 1. DO NOT BACKFILL BASEMENT WALLS UNTIL THE CONCRETE HAS REACHED A MINIMUM COMPRESSIVE STRENGTH OF 2250 PSI. IN ADDITION,DO NOT BACKFILL UNTIL THE BASEMENT WALLS ARE SUPPORTED BY THE FINAL INSTALLED FLOOR CONSTRUCTION AT BOTH THE TOP AND BOTTOM, UNLESS ADEQUATE SHORING IS INSTALLED AS REQUIRED. SHORING IS THE RESPONSIBILITY OF THE GENERAL CONTRACTOR,UNLESS NOTED OTHERWISE. 2. STRIP FOOTINGS MAY BE PLACED AT ELEVATIONS LOWER THAN SHOWN IN THE DETAILS. 3. 1y"DEEP BY�"WIDE BY CONTINUOUS KEYWAYS,LOCATED ANYWHERE WITHIN THE WALL WIDTH,MAY BE USED IN LIEU OF DOWELS FOR FULL HEIGHT AND FROST WALLS. 4. STRIP FOOTING TO WALL CENTERLINES MAY BE OFFSET UP TO 2". A MINIMUM OF 2"OF STRIP FOOTING IS TO EXTEND BEYOND THE WALL FACE EACH SIDE. 5. PROVIDE CODE REQUIRED FROST PROTECTION TO THE BOTTOM OF ALL FOOTINGS. 6. SLOPE GRADE DOWNWARD AWAY FROM THE STRUCTURE A MINIMUM OF 6"WITHIN THE FIRST TEN FEET UNLESS ADEQUATE DRAINS OR SWALES ARE PROVIDED. 7. BOTH MATERIALS AND INSTALLATION OF DRAIN TILE,WATER-PROOFING,CONTROL JOINTS,FLASHING,AND INSULATION ARE TO BE IN ACCORDANCE WITH THE CODE BY THE GENERAL CONTRACTOR,UNLESS NOTED OTHERWISE. 8. ALL WALL WIDTHS SHOWN ARE NOMINAL DIMENSIONS,UNLESS NOTED OTHERWISE.OVERALL WALL THICKNESS MAY VARY BY UP T01/2"FROM THAT SHOWN. 9. REINFORCING PLACEMENT TOLERANCE IS 1/2". BARS BEING SPLICED ARE TO BE WITHIN 2"OF CENTERLINE. MINIMUM SPLICE LENGTNS ARE 30 BAR DIAMETERS FOR GRADE 40 STEEL AND 48 BAR DIAMETERS FOR GRADE 60 STEEL. TYING IS NOT REQUIRED PROVIDED THESE TOLERANCES ARE MET. 10. PROVIDE MATCHING HOOK BARS FOR ALL HORIZONTAL BARS AT WALL CORNERS AND INTERSECTIONS. HORIZONTAL BARS MAY BE PLACED ANYWHERE WITHIN THE WALL WIDTH AS LONG AS A MINIMUM OF 2"OF CLEAR COVER IS PROVIDED. 11. REINFORCING MAY BE BUNDLED UP TO A MAXIMUM OF THREE BARS. 12. DOWELS MAY BE DRILLED AND GROUTED IN PLACE. VERTICAL BARS AND DOWELS DO NOT NEED TO ALIGN. VERTICAL BARS MAY BE DRILLED AND EMBEDDED 5"INTO THE STRIP FOOTING IN LIEU OF DOWELS. 13. THE BOND BETWEEN CONCRETE AND REINFORCING WILL NOT BE APPRECIABLY REDUCED IF FORM OIL IS PRESENT FOR THE CONDITIONS CONTAINED WITHIN THESE DRAWINGS. 14. SILL PLATES ARE TO BE ANCHORED WITH A MINIMUM OF TWO ANCHORS PER SILL SECTION. ALL SECTIONS ARE TO HAVE AN ANCHOR WITHIN 4" T012"OF EACH END. AN ANCHOR IS TO BE PLACED AT ALL WALL CORNERS AND INTERSECTIONS ON WALLS MORE THAN TWO FEET IN LENGTH. WALLS TWO FEET OR LESS IN LENGTH REQUIRE A MINIMUM OF ONE ANCHOR. REQUIREMENTS FOR SHEAR WALLS AND BRACED PANELS MAY BE IN EXCESS OF THESE REQUIREMENTS.TWO INCH WASHERS ARE ONLY REQUIRED AT FULL HEIGHT FOUNDATION WALLS. 15. SILL PLATES ARE NOT REQUIRED TO BE TREATED IN ACCORDANCE WITH IRC SECTION R319.1 ITEM 2 PROVIDED GRADE IS 8"FROM WOOD MATERIALS. ANCHOR BOLTS 1/2"OR LARGER IN DIAMETER ARE NOT REQUIRED TO BE CORROSION PROTECTED IN ACCORDANCE WITH IRC SECTION R319.3 EXCEPTION 1. CENTER BOLTS ON PLATE. 16. ALL PRE-MANUFACTURED FASTENERS AND CONNECTORS ARE TO BE INSTALLED IN ACCORDANCE WITH THE MANUFACTURER'S REQUIREMENTS. 17. FLOOR BLOCKING IS ONLY REQUIRED AT FULL HEIGHT FIRST FLOOR NON-BEARING FOUNDATION WALLS. 18. CARE IS TO BE TAKEN DURING CONCRETE PLACEMENT TO MINIMIZE INADEQUATE HORIZONTAL AND DIAGONAL COLD JOINTS,AND TO PREVENT THESE JOINTS ENTIRELY IN WALLS WITHOUT VERTICAL REINFORCEMENT. ADEQUATELY VIBRATE CONCRETE AT POTENTIAL JOINT LOCATIONS, AS REQUIRED BASED ON PLACEMENT CONDITIONS,TO ELIMINATE HONEYCOMBING AND TO ENSURE SUFFICIENT BONDING. Rev �ate 2011 MASTER C.I.P. CONCRETE SITE ADDRESS: FOUNDATION DRAWINGS GENERALNOTES CLIENT INFORMATION: � CHARLES CUDD DE NOVO City: State: zip: 15050 23RD AVENUE NORTH 5201 EastSuter308 PLYMOUTH, MN 55447 Project Number: 10.02628 ^^ ""'��Te 7635N152500 Drawing Date: 01-01-11 { FaY763-577-1168 Phone: 612-333-8020 Fax: 612-335-5071 Sheet: 3of 16 Jv �uww.ulteig.com OO COPYRIGHT ULTEIG ENGINEERS INC.2011