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2058 S Oak St. 2025-051 <br />Project Project No. <br />CALCULATION SUBJECT Hung Nguyen, S.E 10/09/25 Page: 5 Of: 33 <br />Subject By Date <br /> <br />STRUCTURAL LUMBER: (Based on 2018 NDS) <br /> <br />2x Joists & Blocking (Repetitive member use) Douglas Fir Larch No.2 <br /> <br />4x Beams Douglas Fir Larch No.2 <br /> <br />4x header Douglas Fir Larch No.2 <br /> <br />6x Beams (Posts and Timbers) Douglas Fir Larch No.1 And Better <br /> <br />Ledgers and Nailers (2x, 3x and 4x) Douglas Fir Larch No.2 <br /> <br />2x4 & 2x6 Studs (Repetitive member used) Douglas Fir Larch Stud Grade <br /> <br />4x Posts Douglas Fir Larch No.2 <br /> <br />6x Posts Douglas Fir Larch No.1 <br /> <br />Top Plates Douglas Fir Larch No.2 <br /> <br />Sill and Sole Plates Douglas Fir Larch No.2 <br /> <br />Glued Laminated Timber Beams <br />24F-V4 simple span <br /> 24F-V8 cantilevered span <br />Fb= 2400 psi Fv= 265 psi E= 1,800,000 psi <br />Parallel Strand Lumber (PSL) - Stock Beams (18" & Less <br />Depth) <br />Fb= 2900 psi Fv= 290 psi E= 2,000,000 psi <br />Laminated Veneer Lumber (LVL) <br />Fb= 2600 psi Fv= 285 psi E= 1,900,000 psi <br />Nailing Schedule <br />Per 2021 IBC Table 2304.10.1 <br />Framing Connectors <br />Use ICC-ES approved framing connectors <br />(Simpson Strong-Tie or equal, latest catalog) <br /> <br />