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Structural <br />Engineering & Design I nc. <br />1815 Wright Ave La Verne CA 91750 <br />By: NIHAL Project: THE DOT PRINTER <br />Configuration & Summary: TYPE 1 SELECTIVE RACK <br />55" <br />t <br />48" <br />169" <br />CITY OF SANTA ANA <br />Planning and Building Agency <br />Approved <br />FOR PERMIT ISSUANCE <br />toiect #: ZE-0421-7 I <br />Date: <br />**RACK COLUMN REACTIONS <br />ASD LOADS <br />AXIAL DL= <br />120lb <br />AXIAL LL= <br />4,400lb <br />SEISMICAXIAL Ps=+/- <br />3,250 lb <br />BASE MOMENT= <br />0 in -lb <br />96" 42,-4, -IL 42" �f <br />Seismic Criteria # Bm Lvls Frame Depth Frame Height # Diagonals Beam Length Frame Type <br />Ss=1.268, Fa=1.2 4 42 in 1 169.0 in 1 6 96 in <br />Component <br />Description <br />STRESS <br />Column <br />Fy=55 ksi <br />Mecalux U82 <br />P=3390 lb, M=10585 in -lb <br />0.37-OK <br />Column & Backer <br />None <br />None <br />None <br />N/A <br />Beam <br />Fy=55 ksi <br />Mecalux U1017 4" x 2.5" x 15 ga <br />I Lu=96 in <br />Capacity: 4955 Ib/pr <br />0.44-OK <br />Beam Connector <br />Fy=55 ksi <br />Lvl 2: 3 pin OK I Mconn=7038 in -lb <br />Mcap=17768 in -lb <br />0.4-OK <br />Brace -Horizontal <br />Fy=50 ksi <br />Mclx U515 Sgl 1.97x1.38x16ga(U80) <br />0.39-OK <br />Brace -Diagonal <br />Fy=50 ksi <br />Mclx U515 Sgl 1.97x1.38x16ga(U80) <br />0.97-OK <br />Base Plate <br />Fy=36 ksi <br />7x5x0.375 r Fixity= 0 in -lb <br />0.44-OK <br />Anchor <br />2 per Base <br />0.5" x 2.5" Embed HILTI TZ2 ESR 4266 Inspection Reqd (Net Seismic Uplift=2224 lb) <br />0.6-OK <br />Slab & Soil <br />5" thk x 2500 psi slab on grade. 500 psf Soil Bearing Pressure <br />0.75-OK <br />Level <br />Load** <br />Per Level I <br />Beam Spcg <br />Brace <br />Story Force <br />Transv <br />Story Force <br />Longit. <br />Column <br />Axial <br />Column <br />Moment <br />I Conn. <br />Moment <br />Beam <br />Connector <br />1 2,200 lb 9.0 in 34.0 in 39 lb 19 lb 4,520 lb 2,286 "# 5,308 "# 3 pin OK <br />L L,LUU IU 5/.0 In <br />49.0 in Zb/ ID <br />3 2,200 lb 48.0 in <br />24.0 in 496 lb <br />4 2,200 lb 55.0 in <br />24.0 in 735 lb <br />24.0 in <br />24.0 in <br />141 ID 3,39U it) 10,585 "# 7,038 "# 3 pin OK <br />243 lb 2,260 lb 7,228 "# 5,064 "# 3 pin OK <br />360 lb 1,130 lb 4,946 "# 2,535 "# 3 pin OK <br />— Load defined as product weight per pair of beams Total: 1,556 lb 762 lb <br />Notes <br />4 pin @ level 1 <br />TYPE 1 rvd Page c' of JK 10/15/2025 <br />