SEE REV1 REVIEWED BLD2022-0865+Structural_Analysis_or_Calculations+7.1.2022_11.28.30_AM+2966897BLD2022-0865
1 /8
info@b2engineers.com
425-318-7047 (0)
425-318-0031(C)
REVIEWED
BY
CITY OF EDMONDS!:
BUILDING DEPARTMENT
FULLER REMODEL EDMONDS
10631 229TH PL SW, EDMONDS, WA 98020
STRUCTURAL CALCULATIONS
PROJECT NO: 20202 DATE:06-01-21
PREPARED BY: BASRI BASRI PE, SE
)esign Criteria
International Building Code (IBC) 2015
American Society of Civil Engineers (ASCE) 7-10
RECEIVED
Jul 05 2022
CITY OF EDMONDS
DEVELOPMENT SERVICES
DEPARTMENT
3roject Description
REMOVAL OF EXISTING INTERIOR LOAD -BEARING WALLS. INSTALLATION OF NEW BEAMS, POSTS
AND FOOTINGS. PLEASE SEE ATTACHED CALCULATIONS.
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10
3 /8
FULLER REMODEL CALCULRECEWED
Jul 05 2022
CITY OF EDMONDS
DEVELOPMENT S RVICES
DEPARTME,
O
IMPORTANT NOTE:
�- Z.
CONTRACTOR SHALL PROVIDE
w
TEMPORARY SHORING AS
p
REQUIRED PRIOR ANY WORK
O
z
/0
X
W
Z
0
II II II II II II II II II
II II II II II II II II II
II II II II II II II II II
II II II II
II II II II
II II II II
II II II II II II
II II II II II II
II II II II II II
II II II II II II II
II II II II II II
II II
II
II II II II
II II
II II II
II II II I_
B1
NEW 3.5X9.25
II II
�P
II
II II II II
II II
II
II I�� II
II II II
II II PSL BEAM SB1-1)II
II II EXST.
II II II II II II II II II
II II II II II II II II �
II II II II II II II 1 II
II
I II II
II II
II II
II
II
II I II II II II
II � I II II II II
II — I�I II II II
II II II II II
I II II
PORTION OF EXISTING
WALL TO BE REMOVED -
P II— —_u—
II II II II II II II II II II � II II
II II II II II II II II II II II II II
II II II II II II II II II II II II II
II II II II II II
II II II II II II
II II II II II II
II II II II II
1 (2>2xa EXST
II II II II II �
II II II II II II II� II II II II II I
II II II II II II II �, II II II I II
II II II II II II II II II II II II II
II II II II II II
II II II II II II
II II II II II II
II II �
II II
II II II II II h II
II II II II II II II II II II I II II
II II II
II II II II II II
II
II II II
II
II
II
II II
II II II II II
II
II EXISTING FLOORI
II FRAMING TO REMAIN
II
II
II
II II
II II II II II II II II II II
II II II II- II
I II II
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II II II II II II
II II II
II
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11 II IP, II
FIRST FLOOR
B1-1 AND B1-2 ARE DENOTES BEAMS
�I
Lp
EXST
EXISTING
FLOOR
BEAMS TO
REMAIN
NEW 4X8
BEAM (61-2)
II B�1-2 II
p
P
p
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EXST
�I
oll II I II
II II II
W
0
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zz
ABEAM (31-2)
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II II P
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Il Il ,II
II II II
II II II
II II II
FLOOR
EXISTING
BEAMS TO
REMAIN
P
EXST
FULLER REMODEL CALCULATIONS
4 /8
REC
______ — Juio
CITY OF EDMON DS
- _ _ _ _ - - - - - _ _ = DEVELOPMENT SE ICES
DEP THEN
PROVIDE 4X8 HEADER _
(BELOW) (RB-1)
RB-1
I II II I I I II II I I II
I II II II I I II II I I I II II I I II II
II I I II II
II I II II II I I II II I I I II II I I II II
II I II II I I II II I I I II II I I II
II I II II II I I II II I I I II II I I II II Q g
II II II I II II I I I II II I I II
II II II II I II II I I I II II H 1I-1 I II II
II I I II II II I I II II I I I II 11
NEW 4x81 II II
II I I II II II I I II II I I I II BEAM (H1
-1) I II II 2
= = S2 -EXISTING ROOF -
II II II II II II II II II II II FRAMING TO REMAIN
II II II II I II II I I I II II II
CONTRACTOR TO FIELD p p
II II II II I II II I I I II VERIFY EXISTING I II _ _ _ _ _ _
II II II II II II II HEADERS; 4X8 (MIN)(RB-1) II II
II II II II I II II I I I II II I RIYR-1 II II
II I I II II II I I II II I I I II II I I II II
EXISTING ROOF II II II II II II II 11
II II II II FRAMING TO REMAIN II II I I II II
II I I II II II I I II II I I I II II I I II II = _ - _ _ _ _ _ _ - _ _ _
III I II II III I II III I I II III I II II
II II II II II II II II II II = _ _ _ _ _ _ _ _ _ _ _
II II II III II III I I II III I II II
II II II II II II II II II II
- - - - - - - - - - - - - - -
ROOF PLAN RB-1 AND H1-1 ARE DENOTES ROOF BEAMS
5 /8
BeamChek v2020 licensed to: B2 Engineers Reg # 5508-68754
FULLER REMODEL EDMONDS B1-1
Date: 12/08/20
Selection 3-1/2x 9-1/4 2.0E TJ Parallam W.S. PSL Lu = 0.0 Ft
Conditions NDS 2015
Data
Attributes
Actual
Critical
Status
Ratio
Values
Adiustments
Min Bearing Area R1= 2.6 inz R2= 2.1 in (1.5) DL Defl= 0.22 in
]ECEIVED
Elul 05 2022
(CITY OF EDMONDS
DEVELOPMENT SERVICES
DEPARTMENT
Beam Span
14.6 ft
Reaction 1 LL
1040 # Reaction 2 LL 782 #
Beam Wt per ft
10.12 #
Reaction 1 TL
1633 # Reaction 2 TL 1342 #
Bm Wt Included
148 #
Maximum V
1633 #
Max Moment
4219 '#
Max V (Reduced)
1625 #
TL Max DefI
L / 240
TL Actual Defl
L / 390
LL Max Defl
L / 360
LL Actual Defl
L / 767
Section (in3)
Shear (in 2)
TL Defl (in)
LL Defl
49.91
32.38
0.45
0.23
14.75
7.31
0.73
0.49
OK
OK
OK
OK
30%
23%
62%
47%
Fb (psi)
Fv (psi)
E (psi x mil)
Fc! (psi)
Reference Values
2900
290
2.0
625
Adjusted Values
3433
334
2.0
625
CIF Size Factor
1.029
Cd Duration
1.15
1.15
Cr Repetitive
1.00
Ch Shear Stress
N/A
Cm Wet Use
1.00
1.00
1.00
1.00
Cl Stability
1.0000 Rb
= 0.00 Le =
0.00 Ft
Loads
Point LL Point TL Distance Par Unif LL Par Unif TL Start End
437 B = 639 10.0 100 H = 178 10.0 14.6
925 C = 1369 1.5
H
Pt loads:
0 0
R1 = 1633 R2 = 1342
SPAN = 14.6 FT
Uniform and partial uniform loads are Ibs per lineal ft.
FOOTING CALCULATIONS:
TOTAL LOAD (TL) = 1,633 LBS
SOIL BEARING CAPACITY (SBC) = 1,500 PSF
TL/SBC = 1.088 SF (REQUIRED)
1.5'X1.5' = 2.25 SF (PROVIDED) /OK
6 /8
BeamChek v2020 licensed to: B2 Engineers Reg # 5508-68754
FULLER REMODEL EDMONDS B1-2
Date: 12/08/20
Selection 4x 8 DF-L #2 Lu = 0.0 Ft
Conditions NDS 2015
Min Bearing Area R1= 5.2 in R2= 0.8 in (1.5) DL Defl= 0.01 in
Data
Attributes
Actual
Critical
Status
Ratio
Values
Adiustments
Beam Span
4.0 ft
Reaction 1 LL
2188 # Reaction 2 LL
Beam Wt per ft
6.17 #
Reaction 1 TL
3250 # Reaction 2 TL
Bm Wt Included
25 #
Maximum V
3250 #
Max Moment
1631 '#
Max V (Reduced)
2608 #
TL Max Defl
L / 240
TL Actual Defl
L / >1000
LL Max Defl
L / 360
LL Actual Defl
L / >1000
]ECEIVED
Elul 05 2022
(CITY OF EDMONDS
DEVELOPMENT SERVICES
DEPARTMENT
313 #
475 #
Section (W)
Shear (in 2)
TL Defl (in)
LL Defl
30.66
25.38
0.02
0.01
14.55
18.90
0.20
0.13
OK
OK
OK
OK
47%
74%
12%
11%
Fb (psi)
Fv (psi)
E (psi x mil)
Fc! (psi)
Reference Values
900
180
1.6
625
Adjusted Values
1346
207
1.6
625
CIF Size Factor
1.300
Cd Duration
1.15
1.15
Cr Repetitive
1.00
Ch Shear Stress
N/A
Cm Wet Use
1.00
1.00
1.00
1.00
Cl Stability
1.0000 Rb
= 0.00 Le =
0.00 Ft
Loads
Point LL Point TL Distance
2500 B = 3700 0.5
Pt loads:
0 0
R1 = 3250 R2 = 475
SPAN = 4 FT
Uniform and partial uniform loads are Ibs per lineal ft.
7 /8
BeamChek v2020 licensed to: B2 Engineers Reg # 5508-68754
FULLER REMODEL EDMONDS 1-11-1
Date: 6/01 /21
Selection 4x 8 HF #2 Lu = 0.0 Ft
Conditions NDS 2015
Min Bearing Area R1= 1.9 in R2= 1.9 in (1.5) DL Defl= 0.05 in
Data
Attributes
Actual
Critical
Status
Ratio
Values
Adiustments
Loads
Beam S an 6 5 ft Reaction 1 LL 382 # Reac
p
Beam Wt per ft
6.17 #
Reaction 1 TL
Bm Wt Included
40 #
Maximum V
Max Moment
1274'#
Max V (Reduced)
TL Max Defl
L / 240
TL Actual Defl
LL Max Defl
L / 360
LL Actual Defl
784 # Reaction 2 TL
784 #
638 #
L/928
L / >1000
]ECEIVED
Elul 05 2022
(CITY OF EDMONDS
DEVELOPMENT SERVICES
DEPARTMENT
382 #
784 #
Section (W)
Shear (inz)
TL Defl (in)
LL Defl
30.66
25.38
0.08
0.03
13.83
6.38
0.33
0.22
OK
OK
OK
OK
45%
25%
26%
15%
ro (psi)
ry (psi)
t (psi x mn)
rc!
Reference Values
850
150
1.3
405
Adjusted Values
1105
150
1.3
405
CIF Size Factor
1.300
Cd Duration
1.00
1.00
Cr Repetitive
1.00
Ch Shear Stress
N/A
Cm Wet Use
1.00
1.00
1.00
1.00
Cl Stability
1.0000 Rb
= 0.00 Le
= 0.00 Ft
Uniform LL: 118 Uniform TL: 235 = A
Uniform Load A
0
R1 = 784 R2 = 784
SPAN =6.5FT
Uniform and partial uniform loads are Ibs per lineal ft.
8 /8
BeamChek v2020 licensed to: B2 Engineers Reg # 5508-68754
FULLER REMODEL EDMONDS RB-1
Date: 12/08/20
Selection 4x 8 HF #2 Lu = 0.0 Ft
Conditions NDS 2015
Min Bearing Area R1= 2.3 in R2= 2.3 in (1.5) DL Defl= 0.19 in
Data
Attributes
Actual
Critical
Status
Ratio
Values
Adiustments
Beam Span
9.9 ft
Reaction 1 LL
495 # Reaction 2 LL
Beam Wt per ft
6.17 #
Reaction 1 TL
912 # Reaction 2 TL
Bm Wt Included
61 #
Maximum V
912 #
Max Moment
2256'#
Max V (Reduced)
800 #
TL Max Defl
L / 240
TL Actual Defl
L / 348
LL Max Defl
L / 360
LL Actual Defl
L / 795
]ECEIVED
Elul 05 2022
(CITY OF EDMONDS
DEVELOPMENT SERVICES
DEPARTMENT
495 #
912 #
Section (W)
Shear (in 2)
TL Defl (in)
LL Defl
30.66
25.38
0.34
0.15
21.31
6.96
0.50
0.33
OK
OK
OK
OK
69%
27%
69%
45%
Fb (psi)
Fv (psi)
E (psi x mil)
Fc! (psi)
Reference Values
850
150
1.3
405
Adjusted Values
1271
173
1.3
405
CIF Size Factor
1.300
Cd Duration
1.15
1.15
Cr Repetitive
1.00
Ch Shear Stress
N/A
Cm Wet Use
1.00
1.00
1.00
1.00
Cl Stability
1.0000 Rb
= 0.00 Le
= 0.00 Ft
Loads Uniform LL: 100 Uniform TL: 148 = A
Par Unif TL Start End
H = 30 0 9.9
H
Uniform Load A
0
R1 =912 R2=912
SPAN =9.9FT
Uniform and partial uniform loads are Ibs per lineal ft.