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DESIGN CRITERIA <br />Code: 2022 California Building Code <br />Dimensional Lumber:Douglas Fir-Larch (DF-L), WWPA or WCLIB <br />2x Wall Framing:DF-L #2 (U.N.O.) <br />2x Rafters & Joists:DF-L #2 (U.N.O.) <br />4x Members:DF-L #1 (U.N.O.) <br />6x Members:DF-L #1 (U.N.O.) <br />GluLam Beams:U.N.O. :Grade 24F-V4 (DF/DF) <br />Engineered Framing:Wood I-Joists:TJI 110,210,230,360,560 ICC ESR-1153 <br />LSL, PSL 1.55E Timberstrand, 2.2E Parallam ICC ESR-1387 <br />Sheathing:Min. APA-Rated Sheathing, Exposure 1, Plywood or OSB (U.N.O.) <br />Concrete: Compressive Strength @ 28 days per ASTM C39-96: <br />Footings:2500 psi <br />Grade Beams and Caissons:3000 psi <br />Concrete Block:Grade N-I per ASTM C90-95, f’m = 1500 psi per ASTM E447-92 <br />Mortar:Type S Mortar Cement per ASTM C270-95, Min. f’m = 1800 psi @ 28 days. <br />Grout: Coarse Grout w/ 3/8" Max. Aggregate per ASTM C476-91, <br />Min. f’m = 2000 psi @ 28 days. <br />Reinforcing Steel:#3 to #18:ASTM A706 (Fy = 60 ksi) <br />Structural Steel:‘W’ Shapes:ASTM A992,Fy= 50ksi <br />Plates, Angles, Channels:ASTM A36 Fy = 36 ksi <br />Tube Shapes: ASTM A500, Grade B Fy= 46 ksi <br />Pipe Shapes:ASTM A53, Grade B Fy=35 ksi <br />Welding Electrodes: Structural Steel: E70-T6 <br />A615-60 Rebar:E90 Series <br />Bolts: Sill Plate Anchor Bolts & Threaded Rods:F1554 Grade 55 Quality Minimum <br />Bolted Connections:A307 (Bearing, U.N.O.) <br />References: <br />1.0 <br />Page 1