REV1 REVIEWED- BLD2022-0439+Structural_Calculations+10.30.2023_10.46.42_AM+3868533BLD2022-0439
REVISION
Oct 30 2023
CITY OF EDMONDS
DEVELOPMENT SERVICES
DEPARTMENT
.,.,.,.,.,.REVIEWED ..........,
BY
CITY OF EDMONDS
BUILDING DEPARTMENT
Structural Calculations For:
Angle Residence
Roof Revision
15724 7211 Ave W
Edmonds, WA
Prepared for:
Date:
CAST Architecture
115 N 36' Street
Seattle, WA 98103
October 1st, 2023
SEATTLE 2124 Third Avenue, Suite 100, Seattle, WA 98121
CA/E....EER..'G
RUCTURATACOMA 934 Broadway, Suite 100, Tacoma, WA 98402 206.443.6212
CENTRAL VJA 414 N Pearl Street, Suite 8, Ellensburg, WA 98926 0 ssfenglneers.com
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SWENSON SAY FAGtT SEATTLE /1 , C)(—,111,,ti o81 j 0 1�',6443>212
TACOMA j?4 R < I) �11� VA 984Cl 0 ;'i?, 2349470
Beam
Patio Joists
DF-L 2
x
w1=
37 pif
R1=
322lbs
w2=
37
plf
R2=
427
Ibs
L1=
18
ft
M+=
1,400
lb-ft
L2=
3
ft
M-=
116
lb-ft
X=
8.88
ft
Fb=
1,278
psi
P=
-
Ibs
Fv=
43
psi
b=
1.50
in
Aspan=
0.972
in
d=
7.25
in
I span/
219
E=
1,700
ksi
Acant=
(0.42)
in
Cv=
1 1.001
1
1 1 cant/
(143)
w1
w2
P
R1
t L1
R2 L2
Beam
B 1
HF 2
x
w1=
-
pIf
R1=
-63lbs
w2=
80
pIf
R2=
263
Ibs
L1=
4
ft
M+=
-
lb-ft
L2=
3
ft
M-=
250
lb-ft
X=
2.00
ft
Fb=
228
psi
P=
-
Ibs
Fv=
21
psi
b=
1.50
in
Aspan=
(0.007)
in
d=
7.25
in
I span/
(6,881)
E=
1,300
ksi
Acant=
0.03
in
Cv=
1 1.001
1
1 1 cant/
1,757
w1
w2
P
R1
t L1
t R2 L2
11`�� STRUCTURAL
ENGINEERING
2124 Third Avenue. Suite 100. Seattle. WA 98121
www.swensonsayfaget.com
Office: 206.443.6212
Fax: 206.443.4870
Project:
Angle Res
Revised Roof Frami
Date:
Project M
Design:
Sheet:
10/11/23
ENG