HomeMy WebLinkAboutPermit File BLD-2023-0145 816 37th Street (2)CITY OF ANACORTES
PLANNING AND BUILDING DEPT:
APPROVED PLANS
REVIEWED FOR CODE COMPLIANCE
PERMIT #:______________________________
ADDRESS:______________________________
APPROVED BY:__________________________
SUBJECT TO FIELD INSPECTION. APPROVED PLANS SHALL NOT
BE ALTERED WITHOUT AUTHORIZATION.
BLD-2023-0145
816 37TH ST
PASS
DATE: 2/20/2023 COMPANY: E.L.A. Designs, LLC
STRUCALC BUILD: StruCalc Plus DESIGNED BY: Eric Anderson
CUSTOMER: Michael Fezzenden REVIEWED BY: THAN SUTAN
PROJ. ADDRESS: 816 37th Street PROJECT NAME: FEZZEDEN REMODEL
Anacortes, WA 98221-3464
LEVEL: Main Floor LOADING: ASD
MEMBER NAME: FLB-01 CODE: 2018 International Building Code
MEMBER TYPE: FLOOR BEAM NDS: 2018 NDS
MATERIAL: Glulams
Stress Class Rated 24F-1.8E 24F-V4 DF/DF (1) 3.5 X 9 DRY
FLB-01 DIAGRAM
BEAM PROPERTIES
Start (ft): 0 End (ft): 7 Member Slope: 0/12 Actual Length (ft): 7
Area Ix Iy BSW Lams G Kcr
(in²) (in⁴) (in⁴) (lbf/ft) Creep Factor
31.5 212.62 32.16 7.18 1 0.5 1
STRENGTH PROPERTIES
Fbx+ Fbx- Fby Ft Fvx Fvy Fc Fc⊥ Ex Exmin Ey Eymin
(psi) (psi) (psi) (psi) (psi) (psi) (psi) (psi) (psi) (psi) (psi) (psi)
Base Values 2400 1850 1450 1100 265 230 1650 650 1800000 950000 1600000 850000
Adjusted Values 2400 1850 1497 1100 265 230 1650 650 1800000 950000 1600000 850000
C M 111111111111
C T 111111111111
Bending Adjustment Factors C vr = 1
BEAM DATA
Unbraced Length (ft) Beam End
Span Length (ft) Top Bottom Elev. Diff (ft) CL(Top) CL(Bottom) CL(Left)CL(Right)
1 7 0 7 0 1.00 0.99 1.00 1.00
PASS-FAIL
Shear Stress Y (psi)
Bending Stress Y (psi)
Deflection (in)
Bearing Stress (psi)
PASS/FAIL
PASS (64.2%)
PASS (63.1%)
PASS (77.0%)
PASS (66.1%)
MAGNITUDE
94.9
886.2
0.080 (=L/1045)
189.9
STRENGTH
265.0
2400.0
0.350 (=L/240)
560.0
LOCATION (ft)
0
3.5
3.5
0
LOAD COMBO
D+L
D+L
D+L
D+L
DURATION FACTOR CD
1
1
1
REACTIONS Units for V: lbf Units for M: lbf-ft
DEAD LIVE TOTALY axis
A 681 1312 1993
B 681 1312 1993
Reaction Location
A B
Page 1
2018 International Building Code ASDPROJECT: FEZZEDEN REMODEL
LOAD LIST
Type Left Magnitude Right Magnitude Load Start (ft) Load End (ft) Load Type Direction
Uniform (lbf/ft) 375 375 0 7 Live Y
Uniform (lbf/ft) 187.5 187.5 0 7 Dead Y
Self Weight (lbf/ft) 7.18 7.18 0 7 Dead Y
Page 2
2018 International Building Code ASDPROJECT: FEZZEDEN REMODEL
Member Name: FLB-01