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� 3 �,�....��.�,�.�.�:.�._� � . <br />R � M � D�t <br />�..,.. <br />GENERAL STRUCTURAL NOTES <br />THE FOLLOWING APPLY UNLESS SHOWN OTHERWISE ON THE PLANS. <br />CRITERIA <br />1. ALL MATERIALS AND WORKMANSHIP DESIGN, AND CONSTRUCTION SHALL CONFORM TO THE REQUIREMENTS OF THE <br />DRAWINGS, SPECIFICATIONS, AND THE INTERNATIONAL BUILDING CODE (I.B.C) (2012 EDITION). <br />2. DESIGN CRITERIA <br />ROOF LIVE LOAD . . . . . . . . . . . . . 25 PSF <br />FLOOR LIVE LOAD�(RESIDENTIAL) . . . . . . . . . 40 PSF <br />ALLOWABLE SOIL PRESSURE . . . . . . . . . . . 1500 PSF (Natural soils or compacted fill) <br />SOILS ENGINEER OR BUILFING OFFICIAL VERIFY <br />3. CONTRACTOR TO NOTIFY THE STRUCTURAL ENGINEER OF ANY DISCREPANCIES BEFORE COMMENCING ANY WORK. <br />4. <br />5. <br />6. <br />CONTRACTOR SHALL PROVIDE TEMPORARY BRACING AND SHORING FOR THE STRUCTURE AND STRUCTURAL COMPONENTS <br />UNTIL ALL FINAL CONNECTIONS HAVE BEEN COMPLETED IN ACCORDANCE WiTH THE PLANS. <br />CONTRACTOR SHALL BE �ESPONSIBLE FOR ALL REQUIRED SAFETY PRECAUTIONS AND THE METHODS, TECHNIQUES, <br />SEQUENCES AND PROCEOURES REQUIRED TO PERFORM HIS WORK. <br />CONTRACTOR—INITIATED CHANGES SHALL BE SUBMITTED IN WRITING TO THE STRUCTURAL ENGINEER <br />FOR APPROVAL PRIOR TO FABRICATION OR CONSTRUCTION. <br />7. DRAWINGS INDICATE GENERAL AND TYPICAL DETAILS OF CONSTRUCTION. WHERE CONDITIONS ARE NOT <br />SPECIFICALLY INDICATED BUT ARE OF SIMILAR CHARACTER TO DETAILS SHOWN, SIMILAR DETAILS OF <br />CONSTRUCTION SHALL BE USED, SUBJECT TO REVIEW AND APPROVAL BY THE STRUCTURAL <br />ENGINEER. <br />8. ALL STRUCTURAL SYSTEMS WHICH ARE TO BE COMPOSED OF COMPONENTS TO BE FIELD ERECTED SHALL BE <br />SUPERVISED BY THE SUPPLIER DURING MANUFACTURING, DEUVERY, HANDLING, STORAGE AND ERECTION IN <br />ACCORDANCE WITH INSTRUCTIONS PREPARED BY THE SUPPLIER. <br />C NO CRETE <br />9. CONCRETE SHALL ATTAIN A 28 DAY STRENGTH OF f'c = 3,000 PSI AND MIX SHALL CONTAIN NOT LESS THAN 5 1/2 <br />SACKS OF CEMENT PER CUBIC YARD AND NO MORE THAN 6 GALLONS OF WATER PER SACK OF CEMENT. <br />ALL CONCRETE EXPOSED TO WEATHER SHALL BE AIR—ENTRAINED WITH AN AIR—ENTRAINING AGENT CONFORMING TO <br />I.B.C. THE AMOUNT SHALL BE 4% +/— 196 BY VOLUME. <br />t 0. REINFORCING STEEL SHALL CONFORM TO ASTI� A615/A 615M-04a � GRADE 60, Fy = 60,000 PSI. <br />