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Project Number: 251214 <br />CITY OF SANTA ANA <br />Planning and Building Agency <br />HOAG MEMORIAL <br />1. PROJECT INFORMATION <br />Project Name: <br />HOAG MEMORIAL <br />Project Number: <br />11766 <br />Project Address: <br />652 DYER RD <br />Santa ana, CA, 92705 <br />Engineer of Record: <br />Jordan Tlumak, P.E. <br />Public Access: <br />Closed to Public <br />Wind Exposure: <br />No <br />Essential Facility: <br />No <br />Storage Type: <br />Non -hazardous Material <br />Risk Category: <br />II <br />Importance Factor, Ip: <br />1 <br />Soil Site Class: <br />D (Default) <br />Si: <br />0.4552 <br />Ss: <br />1.2702 <br />Spi: <br />0.5598 <br />Sps: <br />1.0161 <br />Seismic Design Category: <br />D <br />2. GENERAL NOTES <br />Approved FOR PERMIT ISSUAIICE <br />Master ID: <br />Date: <br />3.1 The scope of structural engineering for this project consists only of the racking system. It does not <br />cover the surrounding building, existing racks or any life safety conditions such as egress, <br />occupancy and fire protection. <br />3.2 Means and methods of construction are the sole responsibility of the general contractor. Racks are <br />considered unstable until all structural elements have been fully connected. <br />3.3 Installation shall be in accordance with governing codes and RMI MH16.1 -12. <br />3.4 All welding shall conform to AWS D1.1, "Structural Welding Code -Steel". <br />3.5 Results shown in this report are sample calculations taken from a complete and comprehensive <br />analysis considering all structural elements. Every rack elevation and their members have been <br />analyzed in the same manner as shown under all load cases and combinations per governing <br />codes. <br />Made by OneRack 3 <br />