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HISTORIC DISTRICT - 2431 N Bonnie Brae - Plan
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HISTORIC DISTRICT - 2431 N Bonnie Brae - Plan
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Last modified
1/9/2026 5:00:11 AM
Creation date
1/9/2026 5:00:06 AM
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Plan
Permit Number
101125207
Full Address
2431 N Bonnie Brae
Street Number
2431
Street Direction
N
Street Name
Bonnie Brae
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PASS <br />DATE: 6/26/2025 COMPANY: JRS Engineering & Design LLC <br />STRUCALC BUILD: StruCalc Pro DESIGNED BY: Jeffrey Schaefer <br />CUSTOMER: REVIEWED BY: -- <br />PROJ. ADDRESS: -- PROJECT NAME: 2431 Bonnie Brae <br />-- <br />LEVEL: Roof LOADING: LRFD <br />MEMBER NAME: New Ceiling/Floor Beam CODE: 2022 California Building Code <br />MEMBER TYPE: FLOOR BEAM NDS: 2018 NDS <br />MATERIAL: Structural Composite Lumber <br />Weyerhaeuser 2.2E Parallam PSL (1) 5.25 X 11.25 DRY <br />New Ceiling/Floor Beam DIAGRAM <br />BEAM PROPERTIES <br />Start (ft): 0 End (ft): 16.5 Member Slope (in): 0/12 Actual Length (ft): 16.5 <br />Area Ix Iy BSW Lams Cfn Kcr <br />(in²) (in⁴) (in⁴) (lbf/ft) Creep Factor <br />59.06 622.92 135.66 18.46 1 9 1 <br />STRENGTH PROPERTIES <br />Fb (psi) Ft (psi) Fv (psi) Fc (psi) Fc⊥(psi) E (psi) x10³ Emin (psi) x10³ <br />Base Values 2900 2300 290 2900 625 2200 1118.19 <br />Adjusted Values 6261 4968 626 6264 939 2200 1673 <br />K F*ϕ 2.16 2.16 2.16 2.16 1.5 1 1.5 <br />CM 1 1 1 1 1 1 1 <br />CT 1 1 1 1 1 1 1 <br />Bending Adjustment Factors C V = 1.01 C r = 1 Volume factor Is applied on a load combination basis And Is Not reflected in the adjusted values <br />BEAM DATA <br />Unbraced Length (ft) Beam End <br />Span Length (ft) Top Bottom Elev. Diff (ft) CL(Top) CL(Bottom) CL(Left) CL(Right) <br />1 16.5 0 16.5 0 <br />PASS-FAIL <br />Shear Stress Y (psi) <br />Bending Stress Y (psi) <br />Deflection Y (in) <br />Bearing Stress (psi) <br />PASS/FAIL <br />PASS (67.0%) <br />PASS (12.6%) <br />PASS (33.3%) <br />PASS (56.0%) <br />MAGNITUDE <br />165.4 <br />4409.3 <br />0.367 <br />413.5 <br />STRENGTH <br />501.1 <br />5044.9 <br />0.550 (=L/360) <br />939.4 <br />LOCATION (ft) <br />16.5 <br />8.085 <br />8.415 <br />16.5 <br />LOAD COMBO <br />1.2D+1.6L+0.5Lr <br />1.2D+1.6Lr+L <br />L <br />1.2D+1.6L+0.5Lr <br />TIME EFFECT λ <br />0.8 <br />0.8 <br />0.8 <br />REACTIONS Units for V: lbf Units for M: lbf-ft <br />DEAD LIVE LIVE ROOF TOTALY axis <br />A 2226 1494 966 4686 <br />B 2154 2171 910 5235 <br />Reaction Location <br />A B <br />Page 7 <br />2022 California Building Code LRFDPROJECT: 2431 Bonnie Brae
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