REVIEWED BLD-BLD2021-1064+Calculations+8.1.2021_9.42.04_PM+2332727BLD2021-1064
r� M U LH ERN+KU LP RECEIVED
RESIDENTIAL, STRUCTURAL ENGINEERING
Aug 04 2021
7220 Trade Street, SUlte 350, San 01ega, CA 92121 ► p 619-650.0010 ■ mUthernkulp.corn CITY OF EDMONDS
DEVELOPMENT SERVICES
........... ................................
DEPARTMENT
REVIEWED
BY
CITY OF EDMONDS
BUILDING DEPARTMENT
CALCULATION PACKAGE
June 22, 2021
Yen Design
925 Walnut Street
Edmonds, WA
MULHERN & KULP STRUCTURAL ENGINEERING, INC.
Prepared By:
Nicholas J. Dastalfo Project Engineer
Nicholas J. Martignetti, P.E. Associate Owner + San Diego Office Director
Oy WAS G�
ti C
4AL
Date
PROJECT NAME: 925 WALNUT ST
n, YEN DESIGN INC.
MULHERN-UKULP
RESIDENTIAL STRUGTUR/\I_ ENGINFFRING M&K PROJECT #: 25 1 -2 1 ❑ 1 3
- —_
ENGINEER: NJD
DATE: 22-JUN-2 1
BEAM & HEADER CALCULATIONS
BEAM DESCRIPTION:
PARAMETERS:
L = FT w
W = �KLF
1.5 1 S�- /• 5 ��
P K b4.
ANALYSIS:
RwAX — O/� K V. = �K < VALL - Z.` K
MMAX = �.� 7 K-FT < MALL - �. , K-FT
4L — O,SZ IN. L/ < L/240
D. Z-6rD
ADEQUATE
ADEQUATE
mull - III ADEQUATE
BEAM DESCRIPTION:
PARAMETERS:
L =
FT
W =
KLF
P =
FEIE=]] K
ANALYSIS:
R11AX -
//� 1'
"► K Vp —
K < VALL - K
�j�/��/ ADEQUATE
V •
lul
M11AX =
. �\ K-FT < MALL
= ® K-FT
ADEQUATE
4L —
d.Jg IN.
L/ y v < L/240
ADEQUATE
14 xl3
BEAM DESCRIPTION: CAj..ATjLj5%S9JE,�S ft.ALSa
PARAMETERS:
^J
L =
FT
i ItiJ
W =
�• F� i KLF
P =
I 1 0 . '=L K
ANALYSIS:
R =
1.-ti'� K V.
K < VALL /J\ - K
?_
ADEQUATE
n1Ax
„/. _
M MAX =
K-FT < MALL
— L—M� K-FT
ADEQUATE
mull
AIL 4L =
0•Q(0 IN.
L/ l < L/240
V III ADEQUATE