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. 1 � <br />I <br />; #6 BAR AND LARGER 2" <br />i <br />CTR i Ai. AND MiS . <br />i I <br />I <br />STEEI, SHAI;L CONFORM TO THE FOLLOWING ST�NDARDS: <br />ROLTS � AS ,TM �07, LJNT.ESS OTHERWISE NOTED IN DETAILS. <br />AL.L OTI-IER 3'I�EL - ASTM A36 (Fy = 36,000 PSI) <br />I <br />DESIGN, FABRICATION AND ERECTION SHALL BE II`t ACCORDANCE WITH THE <br />LATEST EDITION OF THE "AISC SPECIFICATIUN FOR THE DESIGN, FABRICATION <br />AND ERECTION OF S 1'FtU(:1'URAL STE�L FOR BUILDINGS". ALL WELDING SHALL <br />CONFORM TO THE AWS CODES, AND SHALL BE BY WABO CERTIFIED WELDERS. <br />WELDS NOT SEECIFIED SHALL BE 1/4" CONTINUOUS FILLET MII�IIMUM. USE DRY <br />E70 ELECTRODES. <br />ul: ; <br />LUMBER NOT �IOTED TO BE DF #2 <br />� <br />ALL GRADES S�-IALL CONFORM TO "W WPA GRADING RULES FOR WESTERN <br />LUMBER" - 197�9 EDITION. BOLT HEADS AND NUTS BEARIDIG AGAMST WOOD <br />SHALL BE PROVIDED WITH STANDARD CUT WASHERS. ALL WOOD IN CONTACT <br />WITH CONCRE!fE OR MASONRY SHALL BE PRESSURE TREATED. ALL NAILS ARE <br />"COMMON" ; MINIMUM NAILING PER UBC TABLE 25-Q. <br />I <br />SHOP DRAWINGS <br />I . <br />SUBMIT 1 SET OF PRINTS AND 1 SET OF SEPIAS FOR REVIEW PRIOR TO <br />FABRICATION �OR: STRUCTURAL STEGL, MISC�LLANEOUS STEEL. <br />� <br />SPECIAL CONDITIONS <br />CONTRACTORiSHALL VERIFY ALL DIMENSIONS IN FIELD AND SHALL PROVIDE <br />ADEQUATE SHORING AND BRACING OF ALL STRUCTUP.AL MEMBERS DURING <br />CONSTRUCTION. CONTRACTOR SHALL NOTIFY ENGINEER OF ALL FIELD <br />CHANGES PRIOR TO INSTALLATION. <br />10BSITE SAFETY <br />THE ENGINEER HAS NOT BEEN RETAINED OR COMPENSATED TO PROVIDE <br />DESIGN AND/OR CONSTRUCTION REVIEW SERVICES RELATED TO THE <br />CQNTRACTOR�S SAFETY PRECAUTIONS OR TO MEANS, METHODS, TECHNIQUES, <br />SEQUENCES OR PROCEDURES FOR THE CONTRACTOR TO PERFORM HIS WORK. <br />