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Structural <br />Engineering & Design Inc. <br />NIHAL <br />Configuration & <br />Ave La Verne, CA 91 15U I el' <br />Project: THE DOT PRINTER <br />TYPE 2 SELECTIVE RACK <br />24" <br />— - <br />55" <br />``II <br />2 <br />24" <br />169" 48 <br />169' <br />24" <br />66" <br />34" <br />,�— 9611 —� <br />.�— 42" <br />.IL <br />42" <br />CITY OF SANTA ANA <br />Planning and Building Agency <br />Approved <br />FOR PERMIT ISSUANCE <br />1-7 <br />Date: <br />**RACK COLUMN REACTIONS <br />ASD LOADS <br />AXIAL DL= 90lb <br />AXIAL LL= 4,500 lb <br />SEISMICAXIAL Ps=+/- 3,352 lb <br />SASEMOMENT= 5,000 in -lb <br />Seismic Criteria <br /># Bm Lvls <br />Frame Depth <br />I Prame HeIghtl <br /># Diagonals <br />Beam Length <br />Frame Type <br />Ss=1.268, Fa=1.2 <br />3 <br />1 42 in <br />1 169.0 in <br />1 6 <br />96 in <br />Component <br />Description <br />STRESS <br />Column <br />F =55 ksi <br />Mecalux U82 <br />P=4590 lb, M=19287 in -lb <br />0,73-OK <br />Column & Backer <br />None <br />None <br />None <br />N/A <br />Beam <br />F =55 ksi <br />Mecalux U1017 4" x 2.5" x 15 ga <br />Lu=96 in I Capacity: 4955 Ib/pr <br />0.61-OK <br />Beam Connector <br />F =55 ksi <br />Lvl 1: 3 pin OK I Mconn=10472 In -lb I Mcap=17768 in -lb <br />0.59-OK <br />Brace -Horizontal <br />Fy=50 ksi <br />Mcix 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 />0.99-OK <br />Base Plate <br />Fy=36 ksi <br />7x5x0.375 I Fixity= 5000 in -lb <br />0.46-01K <br />Anchor <br />2 per Base <br />0.5" x 2.5" Embed HILTI TZ2 ESR 4266 Inspection Reqd (Net Seismic Uplift=2376 lb) <br />0.633-OK <br />Slab & Soil <br />5" thk x 2500 psi slab on grade. 500 psf Soil Bearing Pressure <br />0.78-OK <br />Level <br />Load** <br />Per Level <br />Beam Spcg <br />Brace <br />Story Force <br />Transv <br />Story Force <br />Longit. <br />Column <br />Axial <br />Column <br />Moment <br />Conn. <br />Moment <br />Beam <br />Connector <br />1 3,000 lb 66.0 In 34.0 in 298 Ib 146 lb 4,590 lb 19,287 11# 10,472 1'# 3 pin OK <br />J,VVV'IU -IV.V III <br />3 3,000 lb 55.0 in <br />L`f.0 III 010 lu <br />24.0 in 763 lb <br />24.0 in <br />24.0 in <br />24.0 In <br />ZDZ ID 3,UbU ID i,5U2 "# 5,519 "# 3 pin OK <br />373 lb 1,530 lb 5,134 11# 2,893 11# 3 pin OK <br />— Loacl uettnetl as product weight per pair of beams Total: 1,575 lb 771 lb <br />Notes <br />4 pin @ level 1 <br />TYPE 2 rvd Page N of if 10/15/2025 <br />