REV1 REVIEWED BLD2023-0200+Structural_Analysis_or_Calculations+5.16.2023_9.24.21_AM+3546825REVISION
May 16 2023
CITY OF EDMONDS
DEVELOPMENT SERVICES
DEPARTMENT
,.,.,.,.,.,
REVIEWED
BY
CITY OF EDMONDS
BUILDING DEPARTMENT:
BLD2023-0200
Clint Jewelers
Tenant Improvement
100 5th Ave N
Edmonds, Washington 98020
Structural Engineering Calculations
Post Permit Revisions
M
Dihong Shao, SE
May 15, 2023
Project Name Page No.
Bm/Jst Location/Description:
ROOF BM FOR 8'-8"SQ SKYLIGHT 5.5x13.5 GL
Roof
dead load (psf)
20.00
live load (psf)
25.00
additional total point load (kips)
0.00
tributary width (ft)
9.84
point load location to farthest support (ft)
0.00
Floor
dead load (psf)
15.00
live load (psf)
40.00
additional total point load (kips)
0.00
tributary width (ft)
0.00
point load location to farthest support (ft)
0.00
Wall
wall weight (psf)
10.00 RATIOS 0.65
height (ft)
0.00
1.13 5.5/5.125=1.07
Beam Span (ft)
21.00
0.53
load duration/repetitive factor
1.15
1.00
Beam Data Base Number
36
2.0E PSL
tributary load (plf)
442.58
#N/A
Beam No.61-88
moment (kip-ft)
24.40
Provided M
#N/A
shear/reaction (kips)
4.65
Provided V
#N/A
Provided I
#N/A
DF#2
Provided
24F-V4 or 24F-V8 DF GL
Provided
Required S (in^3)
203.66
280.73
106.07
163.65
Required I (in A4)
1184.89
2456.38
1184.89
1050.79
Required A (in^2)
63.81
96.25
36.73
69.19
Size
6x18
Beam No.1-20
5-1/8x13-1/2
Beam No.20-60
Project Name
Page No.
Bm/Jst Location/Description:
ROOF BM FOR REMOVED POSTS AT 26'-6" SPAN
Roof
dead load (psf)
15.00
live load (psf)
25.00
additional total point load (kips)
5.88
tributary width (ft)
6.50
point load location to farthest support (ft)
13.00
Floor
dead load (psf)
10.00
live load (psf)
60.00
additional total point load (kips)
0.00
tributary width (ft)
0.00
point load location to farthest support (ft)
0.00
Wall
wall weight (psf)
10.00 RATIOS 0.65
height (ft)
0.00
1.02
Beam Span (ft)
26.00
0.38
load duration/repetitive factor
1.15
1.00
Beam Data Base Number
F--5-2---1
2.0E PSL
tributary load (plf)
260.00
#N/A
Beam No.61-88
moment (kip-ft)
60.21
Provided M
#N/A
shear/reaction (kips)
6.32
Provided V
#N/A
Provided I
#N/A
DF#2
Provided
24F-V4 or 24F-V8 DF GL
Provided
Required S (in A3)
502.62
280.73
261.78
405.31
Required I (in A4)
4266.96
2456.38
4266.96
4170.88
Required A (in A2)
86.80
96.25
49.97
131.87
Size
6x18
Beam No.1-20
6-3/4x19-1/2
Beam No.20-60
Bm/Jst Location/Description:
ROOF BM FOR REMOVED POSTS AT 21'-6" SPAN
Roof
dead load (psf)
15.00
live load (psf)
25.00
additional total point load (kips)
5.33
tributary width (ft)
3.00
point load location to farthest support (ft)
10.50
Floor
dead load (psf)
10.00
live load (psf)
60.00
additional total point load (kips)
0.00
tributary width (ft)
0.00
point load location to farthest support (ft)
0.00
Wall
wall weight (psf)
10.00 RATIOS 0.61
height (ft)
0.00
1.04
Beam Span (ft)
21.00
0.31
load duration/repetitive factor
1.15
1.00
Beam Data Base Number
49
2.0E PSL
tributary load (plf)
120.00
#N/A
Beam No.61-88
moment (kip-ft)
34.59
Provided M
#N/A
shear/reaction (kips)
3.92
Provided V
#N/A
Provided I
#N/A
DF#2
Provided
24F-V4 or 24F-V8 DF GL
Provided
Required S (in^3)
288.73
280.73
150.38
246.93
Required I (in A4)
1979.76
2456.38
1979.76
1898.44
Required A (in^2)
45.80
96.25
31.02
101.25
Size
6x18
Beam No.1-20
6-3/4x15
Beam No.20-60
Project Name
Page No.
Bm/Jst Location/Description:
CEILING GRID FRAMING AT 12'-0"
Roof
dead load (psf)
5.00
live load (psf)
5.00
additional total point load (kips)
0.00
tributary width (ft)
7.38
point load location to farthest support (ft)
0.00
Floor
dead load (psf)
10.00
live load (psf)
60.00
additional total point load (kips)
0.00
tributary width (ft)
0.00
point load location to farthest support (ft)
0.00
Wall
wall weight (psf)
10.00
height (ft)
0.00
Beam Span (ft)
25.50
load duration/repetitive factor
1.00
1.00
Beam Data Base Number
��
2.0E PSL
tributary load (plf)
73.85
#N/A
Beam No.61-88
moment (kip-ft)
6.00
Provided M
#N/A
shear/reaction (kips)
0.94
Provided V
#N/A
Provided I
#N/A
DF#2
Provided
24F-V4 or 24F-V8 DF GL
Provided
Required S (in A3)
57.62
82.73
30.01
#N/A
Required I (in A4)
417.19
392.96
417.19
#N/A
Required A (in A2)
14.87
52.25
8.56
#N/A
Size
6x10
Beam No.1-20
#N/A
Beam No.20-60
Bm/Jst Location/Description:
ROOF BM FOR REMOVED POSTS AT 21'-6" SPAN - WEST
Roof
dead load (psf)
12.00
live load (psf)
25.00
additional total point load (kips)
0.00
tributary width (ft)
14.00
point load location to farthest support (ft)
0.00
Floor
dead load (psf)
10.00
live load (psf)
60.00
additional total point load (kips)
0.00
tributary width (ft)
0.00
point load location to farthest support (ft)
0.00
Wall
wall weight (psf)
10.00 RATIOS 1.09
height (ft)
0.00
1.86 BM EACH SIDE
Beam Span (ft)
21.00
0.88
load duration/repetitive factor
1.15
1.00
Beam Data Base Number
27
2.0E PSL
tributary load (plf)
518.00
#N/A
Beam No.61-88
moment (kip-ft)
28.55
Provided M
#N/A
shear/reaction (kips)
5.44
Provided V
#N/A
Provided I
#N/A
DF#2
Provided
24F-V4 or 24F-V8 DF GL
Provided
Required S (in^3)
238.37
280.73
124.15
114.32
Required I (in A4)
1634.47
2456.38
1634.47
878.81
Required A (in^2)
63.48
96.25
42.99
48.88
Size
6x18
Beam No.1-20
3-1/8x15
Beam No.20-60
Project Name
Page No.
Bm/Jst Location/Description:
REPLACE (E) GIRDER LINE - EAST 18'-0"
Roof
dead load (psf)
15.00
live load (psf)
25.00
additional total point load (kips)
0.00
tributary width (ft)
24.00
point load location to farthest support (ft)
0.00
Floor
dead load (psf)
10.00
live load (psf)
60.00
additional total point load (kips)
0.00
tributary width (ft)
0.00
point load location to farthest support (ft)
0.00
Wall
wall weight (psf)
10.00 RATIOS 1.48
height (ft)
0.00
2.17 BM EACH SIDE
Beam Span (ft)
18.00
1.40
load duration/repetitive factor
1.15
1.00
Beam Data Base Number
F--2-7----1
2.0E PSL
tributary load (plf)
960.00
#N/A
Beam No.61-88
moment (kip-ft)
38.88
Provided M
#N/A
shear/reaction (kips)
8.64
Provided V
#N/A
Provided I
#N/A
DF#2
Provided
24F-V4 or 24F-V8 DF GL
Provided
Required S (in A3)
324.56
280.73
169.04
114.32
Required I (in A4)
1907.56
2456.38
1907.56
878.81
Required A (in A2)
118.63
96.25
68.29
48.88
Size
6x18
Beam No.1-20
3-1/8x15
Beam No.20-60
Bm/Jst Location/Description:
REPLACE (E) GIRDER LINE - MIDDLE 22'-0"
Roof
dead load (psf)
15.00
live load (psf)
25.00
additional total point load (kips)
0.00
tributary width (ft)
24.00
point load location to farthest support (ft)
0.00
Floor
dead load (psf)
10.00
live load (psf)
60.00
additional total point load (kips)
0.00
tributary width (ft)
0.00
point load location to farthest support (ft)
0.00
Wall
wall weight (psf)
10.00 RATIOS 1.57
height (ft)
0.00
2.15 BM EACH SIDE
Beam Span (ft)
22.00
1.48
load duration/repetitive factor
1.15
1.00
Beam Data Base Number
29
2.0E PSL
tributary load (plf)
960.00
#N/A
Beam No.61-88
moment (kip-ft)
58.08
Provided M
#N/A
shear/reaction (kips)
10.56
Provided V
#N/A
Provided I
#N/A
DF#2
Provided
24F-V4 or 24F-V8 DF GL
Provided
Required S (in^3)
484.84
280.73
252.52
161.32
Required I (in A4)
3482.81
2456.38
3482.81
1618.75
Required A (in^2)
144.99
96.25
83.47
56.26
Size
6x18
Beam No.1-20
3-1/8x18
Beam No.20-60
Project Name
Page No.
Bm/Jst Location/Description:
REPLACE (E) GIRDER LINE - WEST 20'-0"
Roof
dead load (psf)
15.00
live load (psf)
25.00
additional total point load (kips)
0.00
tributary width (ft)
24.00
point load location to farthest support (ft)
0.00
Floor
dead load (psf)
10.00
live load (psf)
60.00
additional total point load (kips)
0.00
tributary width (ft)
0.00
point load location to farthest support (ft)
0.00
Wall
wall weight (psf)
10.00 RATIOS 1.52
height (ft)
0.00
2.24 BM EACH SIDE
Beam Span (ft)
20.00
1.47
load duration/repetitive factor
1.15
1.00
Beam Data Base Number
F--2-8----1
2.0E PSL
tributary load (plf)
960.00
#N/A
Beam No.61-88
moment (kip-ft)
48.00
Provided M
#N/A
shear/reaction (kips)
9.60
Provided V
#N/A
Provided I
#N/A
DF#2
Provided
24F-V4 or 24F-V8 DF GL
Provided
Required S (in A3)
400.70
280.73
208.70
136.87
Required I (in A4)
2616.69
2456.38
2616.69
1169.82
Required A (in A2)
131.81
96.25
75.88
51.56
Size
6x18
Beam No.1-20
3-1/8x16-1/2
Beam No.20-60