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----------------------------------------------------------------- <br /> Project Name <br /> Design Criteria and Loads KPFF Project No. 2300091 <br /> Wide Flange Shapes ASTM A 992 <br /> Plates, Bars ASTM A 36 or ASTM A 572 Grade 50 <br /> Angles, Channels ASTM A 36 <br /> Structural Tubes (HSS) ASTM A 500, Grade C <br /> Structural Bolts ASTM A 325 <br /> Anchor Rods ASTM F1554, Grade 36 (uno) <br /> Threaded Rods ASTM A 36 (uno) <br /> Welding Electrodes 70 ksi, low hydrogen, typical <br /> Steel Decking <br /> Noncomposite Steel Roof Deck ASTM A 653, SS, Grade 33, fy = 33,000 psi <br /> Welding Electrodes 60 ksi minimum <br /> Wood <br /> Sawn Lumber <br /> Use Grade Fb psi (single use) <br /> Wall Studs <br /> 2" to 4" thick, 2" and wider Douglas Fir-Larch Stud Grade 700 <br /> Douglas Fir-Larch No. 2 900 <br /> Beams & Stringers <br /> 5"xY and larger Douglas Fir-Larch No. 1 1,350 <br /> Foundations and Soils <br /> An allowable soil bearing capacity of 2500 psf is assumed in accordance with the original <br /> structural drawings. <br /> BEAM DEFLECTION AND CAMBER <br /> Deflection Criteria <br /> L/360 Live Load on Beams (uno) <br /> L/240 Superimposed Dead + Live Load on Beams (uno) <br /> LIVE LOADS <br /> Floors <br /> 100 psf Corridors and Stairs (unreducible) <br /> DEAD O D L A S <br /> Typical Floor and Roof Dead Loads <br /> 15 psf <br /> February 17, 2023 <br /> Page 6 <br />