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�. <br /> .'' <br /> GENERAL STRUCTURAL NOTES <br /> 1. WALLS ARE NOT TO BE BACKFILLED UNTIL THE CONCRETE HAS REACHED A <br /> COMPRESSIVE STRENGTH SUFFICIENT TO SUPPORT ALL DESIGN LOADS. <br /> 2. PRIOR TO THE START OF BACKFILLING, ALL WALLS ARE TO BE LATERALLY <br /> SUPPORTED AT BOTH TOP AND BOTTOM BY FLOOR CONSTRUCTION OR BY <br /> ADEQUATE TEMPORARY BRACING. <br /> 3. WALLS LESS THAN 30 FEET LONG WITH EQUAL FILL ON BOTH SIDES REQUIRE <br /> NO REINFORCING EXCEPT DOWELS. WALLS LONGER THAN 30 FEET REQUIRE <br /> HORIZONTAL REINFORCING �OWELS. <br /> 4. HORIZONTAL WALL REINFORCING CAN BE PLACED ANYWHERE IN THE WALL, <br /> PROVIDED MINIMUM COVER REQUIREMENTS ARE MET. <br /> 5. MAXIMUM WALL LENGTH ALLOWED WITHOUT A CONTROL JOINT IS 50 FEET. <br /> 6. ALL WALL WIDTHS SHOWN ARE NOMINAL DIMENSIONS. <br /> 7. STRIP FOOTINGS MAY BE PLACED AT AN ELEVATION LOWER THAN SHOWN IN <br /> THE SECTIONS PROVIDED REQUIRED FROST COVER IS MET. <br /> 8. ALL SILL PLATES ARE TO BE ATTACHED TO THE WALLS WITH A MINIMUM OF <br /> TWO ANCHORS PER SILL SECTION. ALL SECTIONS ARE TO HAVE AN ANCHOR <br /> WITHIN 12 INCHES OF EACH END. <br /> 9. SPLICES NEED NOT BE TIED PROVIDED BAR CENTERLINES ARE WITHIN 2 <br /> INCHES OF EACH OTHER. <br /> 10. ALL BAR SPLICES SHOULD BE A MINIMUM OF 30 BAR DIAMETERS. <br /> 11. PLACE BARS SUCH THAT FINAL POSITION IS WITHIN 1/2�� OF THAT SHOWN IN <br /> THE DETAILS. <br /> 12. DOWELS FROM FOOTING INTO THE WALL MAY BE DRILLED AND GROUTED. <br /> 13. REINFORCING BARS MAY BE BUNDLED UP TO THREE TO A BUNDLE. <br /> 14. DOWELS DO NOT NEED TO BE TIED TO THE VERTICAL STEEL. <br /> 15. TYING OF BARS IN PLACE IS NOT REQUIRED PROVIDED THAT SUFFICIENT <br /> CARE IS TAKEN TO ENSURE THAT THE BARS DO NOT MOVE OUT OF <br /> TOLERANCE POSITION AND MEET ALL CLEAR COVER REQUIREMENTS. <br /> 16. FOUNDATION DRAIN TILE IS TO COMPLY WITH UBC APPENDIX 1824.3 AND <br /> 1824.4 OR AN APPROVED EQUAL. <br /> 17. FOOTING SIZES ARE MINIMUMS BASED ON A 2000 PSF ASSUMED BEARING <br /> CAPACITY. ACTUAL BEARING CAPACITY TO BE DETERMINED BY OTHERS. <br /> 18. FLOOR JOISTS AND TRUSSES ARE TO BEAR A MINIMUM OF 3.5" ON SILL PLATE <br /> AT TOP OF WALL. INSTALL CONTINUOUS RIM BOARD AND CONNECTORS AS <br /> SHOWN IN DETAILS. INSTALL INSULATION IN ACCORDANCE WITH THE <br /> REQUIREMENTS OF THE ENERGY CODE. <br /> LUNDGREN BR�THERS CONSTRUCTI�N �°ozooi ULTEIG <br /> s45 INDIAN MOUND EAST o�wN � ENGINEERS INC, ��Tf,� � s - 1B <br /> W A Y Z A T A, M N 5 S 3 91 JHD 5201 East RNer Road Sulte 30 <br /> P h o n e� C 9 S 2> 4 7 3-0 9 9 3 CHECKED BY M�nneapot�s, MN 55421 O 1/O 1/02 <br /> JHD Phone 952-472-4746 Fax 952-472-476 <br />