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Structural <br />Engineering & Design Inc. <br />By: NIHAL <br />Ave La Verne CA 91750 " <br />Project: THE DOT PRINTER <br />uration & Summary: TYPE 3 SELECTIVE RACK <br />48" <br />24" <br />24 <br />216" <br />54" <br />216" <br />30" <br />30" <br />\ <br />�� <br />94" <br />34" <br />CITY OF SANTA ANA <br />Planning and Building Agency <br />Approved <br />FOR PERMIT ISSUANCE <br />5T0421-7 <br />Date: <br />TRACK COLUMN REACTIONS <br />ASD LOADS <br />AXIAL DL = 90 lb <br />AXIAL L L = 2,700lb <br />SEISMIC AXIAL Ps= 4/- 2,482 lb <br />BASE MOMENT= 5, 0001n-lb <br />+- 96" 1- +— 42" —+ ,�- 42" —+ <br />Seismic Criteria # Bm Lvls Frame Depth Frame Height �Diago�nalss �Bea�my Length Frame Type <br />C i ` 68 C if z _ _ <br />— `�� ' Q-1 I I 42 in I 216 0 in I6 in —I <br />Component <br />Description <br />STRESS <br />COILImn <br />Fy=55 ksi Mecalux U82 P=2790 Ib, M=13928 in -lb <br />0.65-OK <br />Column & Backer <br />None None None <br />N/A <br />Beam <br />Fy=55 ksi Mecalux U817 3.125" x 2.5" x 1.5 ga Lu=96 in Capacity: 2919 Ib/pr <br />0.61-OK <br />Beam Connector <br />Fy=55 ksi LA 1: 3 pin 01< I onn=7499 in -lb Mcap=17768 in -lb <br />0.42-OK <br />Brace -Horizontal <br />Fy=50 ksi Mclx U515 Sgl 1.97x1.38x16ga(U80) <br />0.24-OK <br />Brace -Diagonal <br />Fy=50 ksi Mclx U515 5gl 1.97x1.38x16ga(U80) <br />0.97-OK <br />Base Plate <br />Fy=36 ksi 7x5x0.375 Fixity= 5000 in -lb <br />0.34-OK <br />Anchor <br />2 per Base 0.5" x 2.5" Embed HILTI TZ2 ESR 4266 Inspection Reqd (Net Seismic Uplift=2318 lb) <br />0.575-OK <br />Slab & Soil <br />5" thk x 2500 psi slab on grade. 500 psf Soil Bearing Pressure <br />Level Load** <br />Story Force Story Force Column Column Conn. <br />0.42-OK <br />Beam <br />Per Level <br />Beam Sp cg Brace Transv Longit. Axial Moment Moment <br />I <br />Connector <br />1 1.,800 lb <br />7 1 Qnn Ih <br />94.0 in 34.0 in 207 lb 89 lb 2,790 lb 13,928 "# 7,499 "# <br />rn n <br />3 pin OK <br />3 1,800 lb 48.0 in <br />30.0 in 431 lb <br />30.0 in <br />30.0 in <br />24.0 in <br />24.0 in <br />1I U L,00u iu f"flu "V J,4U6 "# 3 pin OK <br />186 lb 930 lb 2,233 "# 1,862 "# 3 pin OK <br />k* Load defined as product weight per pair of beams Total: 963 lb 416 lb <br />Notes <br />TYPE 3 rvd Page IS of 10/15/2025 <br />