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Job <br />Client <br />J. Martin Date <br />PROJECT DESCRIPTION <br />Jab No. 1 MARTIN CONSULTING GROUP, INC. <br />19266 <br />2204 PLAZA DRIVE, SUITE 130 <br />ROCKLIN, CALIFORNIA 95765 <br />" of 916/256-4816 FAX 916 <br />The attached calculations show the capacity of typical tank on grade conditions. Note that the <br />grade condition is assumed to be 3000 psi with 6" concrete slab on grade construction. <br />Tanks are painted metal structures that may be installed in indoor service areas. Use of ASCE <br />7-10 section 13.3 for component elements shall be used using an Rp of 2.5 and an ap of 1.0 for <br />checking the adequacy of the anchorage. Note that post installed anchors shall use an Omega <br />of 1.5 for forces. <br />Note, this installation consideration is an indoor consideration and wind or snow loading is not <br />required. <br />Typical wind design shall be for a wind speed of 110 mph with an exposure category C if <br />required. This installation is an indoor installation and wind loading is not required. <br />Design for the shelving uses ASCE 7-10 Section 13.3.1 using table 13.6-1 — pumps <br />