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#6 BAR AND LARGER 2" <br />F�.i (. .►� u <br />STEEL S;IA?,L CONFORM TO THE POLLOWING STANDARDS: <br />BOLTS - ASTM A307, UNLESS OTHERWISE NOTGD IN DETAILS. <br />ALL O"fHER STEEL - ASTM A36 (I'y = 36,000 PSI) <br />DESIGN, PABRICATION AND ER�C'CION SHALL II� IN ACCORDANCE WITH THE <br />LATEST EDITION OF THE "AISC SPECIFICATION POR THE DESIGN, F'ABRICAI'ION <br />AND ERECTION OF STRUCTURAL STEGL FOR BUILDINGS". ALL WELDING SHALL <br />CONFORM TO THE AWS CODGS, AND SHALL B� IIY WABO CERTIFIED WELDERS. <br />WELDS NOT SPECIFIED SHALL BE 1/4" CONTINUOUS FILLET MINIMUM. USE DRY <br />E70 ELGCTRODES. <br />_u : _: <br />LUMBER NOT NOTED TO BE DF #2 <br />ALL GRADES SHALL CONFORM TO "W WPA GRADING RULGS FOR WESTERN <br />LUMBER" - 1979 EDITION. BOLT HEADS AND NUTS BEARING AGAINST WOOD <br />SHALL BE PROVIDED WIT'H STANDARD CUT WASHERS. ALL WOOD IN CONTACT <br />WITH CONCRETE OR MASONRY SHALL BE PRESSURE TREATED. ALL NAILS ARE <br />"COMMON". MINIMUM NAILING PER UBC TABLE 25-Q. <br />.�• �:: . h <br />SUBMIT 1 SET OF PRINTS AND 1 SGT OP SG['IAS POR REVIEVJ PRIOR TO <br />FABRICATION FOR: _ STRUCTURAL S'I'EEL, M[SCELLANEOUS STEEL. <br />' �►� �► <br />CONTRACTOR SHALL VEItIFY ALL DIMENSIONS IN PIELD AND SHALL PROVIDE <br />ADEQUATE SHORING AND BRACING OF ALL STRUCTURAL MEMBERS DURING <br />CONSTRUCTION. CONTRACTOR SHALL NOTIFY ENGINEER OF ALL FIELD <br />CHANGES PRIOR TO INSTALLATION. <br />•: • o <br />THE ENGINEER HAS NOT BEEN RETAINED OR COMPENSATED TO PROVIDE <br />DESIGN AND/OR CONSTRUCTION REVIEW SERVICES RELATED TO THE <br />CONTIZACTOR'S SAFETY PRECAUTIONS OR TO MEANS, METHODS, TECHNIQUES, <br />SEQUENCES OR PROCEDURES POA THE CONTRACTOR TO PERFORM HIS WORK. <br />