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. ( <br /> 10. Structural steel design,fabrication,and erectlon shall be based on the latest editions of <br /> flie A.I.S.C.Specificafions and Codes: <br /> 1. Specification for structural steel buildings-allowable stress and plasdc design,or <br /> load and resistance factor design specification for structural steel buildings. <br /> 2. Code of standard practice for steel buildings and bridges,adopted June 10,1992, <br /> amended by the deledon of the following phrase in paragraph 4.2.1: "This <br /> approval constitutes acceptance by the owner's authorized representative of <br /> design responsibility for the structural adequacy of such connections." <br /> In reference to section 3.1.7,fabricator shall review project specifications and <br /> architectural drawings to de[ermine painting requirements. Members embedded <br /> in concrete or to receive spray-on fireproofing shall not be painted. <br /> In reference to section 3.3,fabricator shall follow project specifications to verify <br /> engineer's intent in the event of dis�repancies between drawings and <br /> specifications. <br /> 3. Specification for structural joints using ASI'M A325 OR A490 bolts. <br /> 11. Structural steel,including plates,angles,channeLs,WT shapes and rods,shall conform to <br /> ASTM A36,Fy=36 KSI.Wide flange steel shapes shall conform to ASI'M A992,Fy=50 <br /> ICSI. Steel pipe shall conform to ASTM A53,Type E or S,Grade B,Fy=35 KSI. <br /> Structural tubing shall conform to ASTI�4 A500,Grade B,Fy=46 KSI. Anchor bolts and <br /> connection bolts shall conform to ASTM A307. <br /> 12. Dimensional tolerance for Structural Steel Members shall be per the AISC Coae of <br /> Standard Practice for Steei Buildings and Bridges,SecHon 6.4 and ASTM Specification <br /> A6. Unless specifically allowed by the engineer,column members shall not be modified <br /> by the rotary straightening process. <br /> 13. All welding shall be in conformance with AISC and AWS standards and shall be <br /> performed by WABO certified welders using E70XX electrodes. Only pre-qualified <br /> welds(as defined b}'AWS)shall be used. <br /> 14. Framing lumber shall be kiln dried or MC-19,and graded and marked in conformance <br /> with WCLB standard grading rules for Wesk Coast Lumber No.17. Fumish to the <br /> following minimum standards: <br /> Beams and Stringers: Douglas Fir No.l <br /> Includin 6x and Lar er Nembers Minimum Basic Desi Stress, Fb=1350 PSI,Fv=85 PSI <br /> Posts: (4x Members) Hem-Fir No.l <br /> Minimum 6asic Desi n Stress, Fc=1300 PSI,E=1500KSI <br /> (6x&Larger Members) Douglas Fir No.1 <br /> Minimum Basic Desi Stress, Fc=1000 PSI,E=1600KSI <br /> Studs,Plates,Ledgers,& Douglas Fir No.3 or Shtd Grade <br /> Miscellaneous Light Framing: Iviinimum Basic Design Stress, Fb=500PSI,E=1400 KSI <br /> Fc=750 PSI <br /> 4� <br />