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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 ADEC�UATE 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 3y"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 1". A MlNIMUM 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 FOOTIN�S. 6. SLOPE GRADE DOWNWARD AWAY FROM THE STAUCTURE A M�NIMUM OF 6"WITHIN THE FIRST TEN FEET UNLESS ADEQUATE DRAINS OR SWALES ARE PROVIDEQ. 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 NOTFD OTHERWISE. 8. ALL WALL WIDTHS SHOWN ARE NOMINAL DIMENSIONS,UNLESS NOTED OTHERWISE. 9. REINFORCING PLACEMENT TOLERANCE IS 1/2". BARS BEING SPLICED ARE TO BE WITHIN 2"OF CENTERLINE. MINIMUM SPLICE LENGTHS 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 6ARS: 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"TO 12"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. t5. SILL PLATES ARE NOT REQUIRED TO BE TREATED IN ACCORDANCE WITH IRC SECTION R319.1 ITEM 2. ANCHOR BOLTS 1/2"OR LARGER IN DIAMETER ARE NOT RE(�UIRED TO BE CORROSION PROTECTED IN ACCORDANCE WITH IRC SECTION R319.3 EXCEPTION 1. 16. ALL PRE-MANUFACTURED FASTENERS AND CONNECTORS ARE TO BE INSTALLED IN ACCORDANCE WITH THE MANUFACTURER'S REOUIREMENTS. Rev Date 2008 MASTER C.I.P. CONCRETE SITE ADDRESS: FOUNDATION DRAWINGS GENERALNOTES CLIENT INFORMATION: City: State: Zip: " � SITE SOIL TYPE: — CHARLES CUDD, LLC SAND❑ SANDY CLAY� CLAY� 275 MARKET STREET, SUITE 445 520i Eas�RiverPd Suite 308 MINNEAPOLIS, MN 55405 Project Number: 207.1200 A Minneapolis,MN55421 � Drawing Date: 01-01-08 �,� Te1763-577-2500 Fhone: 6i1-3;�3-8u2u Fax: bi2-335-5�i7i F��;s,-�;,.;�ss She2t: 3 Of 18 � www.ultelg.com �O COPYRIGHT ULTEIG ENGINEERS INC.2008