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, � <br /> GENERAL STRUCTURAL NOTES <br /> 1. All materials,workmanship,design,and construction shall conform to this report and <br /> the uniform building code(UBC),1997 edihion. <br /> 2. Design loading criteria: <br /> Roof Live Load .. ... .... ... .. .. ... .. . . 25 PSF <br /> 3. Contractor shall verify all existing d'unensions,member sizes and conditions prior to <br /> commencing any work. The existing conditions shown in the figures are based either on <br /> site observation,original drawings or were assumed based on zxpxted conditions. If the <br />' existing condiHons do not closely match the conditions shown,or if the existing materiaLs <br /> are of questir,.�aUle or suystandard quality,notify the engineer prior to commencing any <br /> work. <br /> 4. Contractor shall be responsible for all safety precautions and the methods,techniques, <br /> sequences or procedures required to perfarm the work. <br /> 5. Contractor-initiated changes shall be submitted in writing to the architect and structural <br /> engineer for approval prior to fabrication or construction. <br /> 6. G.rpansion bolts into concrete and solidly grouted masonry shall be"Kwik Bolt II",as <br /> manufactured by HiIH Corporadon and installed in sfrict accordance with ICBO Report <br /> No.4627 and manufacturec's instrucHons,including minimum embedment <br /> requirements. Substitutes proposed by contractor shall be submitted for ret ie,v with <br /> ICBO Reporb indicating equivalent or greater luad capacities. In addition,substitudons <br /> shall meet ICBO Acceptance Criteria ACOl. <br /> 7. Epoxy-grouted rods or reUar to maso�uy specified on the drati�ings shall be grouted with <br /> "Set Epoxy-T'ie Adhesive"as manufactured by Simpson Strong-Tie Company,Inc. Install <br /> in strict accordance with ICBO Report No.5279,including minimum embedment <br /> requirements. Substitutes proposed by contractor shall be submitted for review with <br /> ICBO reports indicating equivalent or greater load capacides. In addition,substitutions <br /> shall meet ICBO AccepWnce CFiMria(AC58 for Masonry Applications). i'rovide screen <br /> tuUes at hollow CMU. Screen tubes aze not required at concrete or solid CMU. Holes in <br /> CMU shall be core drilled. Holes in concrete may be drilled by coring or roto-hammer <br /> unless noted otherwise. <br /> 8. Contractor shall check for dry rot at ail exposed wood framing and verify observed <br /> conditions discussed in body of report. Inform architect and structural engineer if <br /> discrepancies or other damaged shvctural members are found. <br /> 9. Non-shrink grout shall be fumished by an approved'manufacturer and shall be mixed <br /> and placed in strict accordance with the manufacturer's instructions. Grout strength <br /> shall be at least equal to the material on which it is placed(3,000 PSI minimum). . <br /> � <br />