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� <br /> SE(ZR�iIC <br /> INC. PRQIECT PETCO#244 <br /> FOR PcTCO <br /> MATERIAL HANDLING ENGINEERIfVG SHEET NO. Z <br /> TEL:(909)869-Q989/FAX:(909)869-0983 CALCULATED BY TK <br /> 1130 E CYPRESS STREET,COVINA,CA 91724 DATE 4/26/2016 <br /> Gondola Shelvin� <br /> scope: <br /> The purpose of this analysis is to show that the foliowing storage racks complies with the specifications <br /> set forth in Section 1613 of the 2012 IBC and Section 15 of ASCE 7-10. <br /> The storage racks are prefabricated and are to be field installed only without any field wefding. <br /> Parameters: <br /> The system will be analyzed for seismic loading utilizing the foliowing equation: <br /> V= CsxVVs <br /> Cs= Sosxl%R <br /> So;= 2/3 x Fa x Ss <br /> Seismie Factars: <br /> Fa= 1.00 <br /> Ss= 1.41 <br /> Specifications: <br /> Steel - Fy=36,000 PSI <br /> Bolts- A307 UNLESS OTHERWISE NOTED <br /> Anchors- HILTI KB-TZ(ICC ESR-1917) <br /> Slab- 4"x 2,500 P51 <br /> 5oil- 500 PSF <br /> Confisurations: <br /> Types La2ds Pages <br /> Gondola Shelving 144°H 50 LB/LVL 3 to 7 <br /> Gondola Shelving 120"H 100 LB/LVL 8 to 14 <br /> Gondola Shelving 84"H & under 100 L6/LVL 15 to 21 <br />