REVIEWED RESUB1 BLD2024-0362+RTU STRUCTURAL CALCS+5.9.2024_7.22.13_AM+4246200ARCHITECTURE
2948 Sidco Drive
PLANNING
NASHVILLE, TN 37204
(p) 615.244.8170
ENGINEERING
(f) 615.244.8141
GRAPHICS
www.mjmarch.com
Structural Engineering Dept.
Subject:
Job Name: Planet Fitness
Client:
Location: Edmonds, WA
Calc. or Sketch By:
Page No.: of
Project No.: 23450
Weather:
Date:
R
U-
T
-
wigt=63#
H
= 3.9'
Q-
H
= 3
9'
N
'170#
`N
71
#
L
62'
53
5#
53.5#
13
.5
1
5.5
Wind
on
sort
face
/C=
2.
s
.9'*39'
3.
'/2/6.
'=10
#
Toal
/
=
07
/2
sides
=
3.
# per
side
V
22.4
sf
3.
'*3.
')/2j
1170#
Perside
Wind
onln
face
T/C
=
22
4p
f)*(6.2
)*(
.9'
*(3
9'/
)/3
9'
t 2
1#
(T
tal)
T/C
=
271#
/
2 side
=
35
5#
pe
side
r ide� J. GR/F,�,
wA S,y�
y Z
1, y�
,Q 43710
FG/STERN
EXPIRES
V
(2.4psf
*(6
2')
(3.
')/
=
71#
p
ARCHITECTURE
2948 Sidco Drive
PLANNING
NASHVILLE, TN 37204
(p) 615.244.8170
ENGINEERING
(f) 615.244.8141
GRAPHICS
www.mjmarch.com
Structural Engineering Dept.
Subject:
Job Name: Planet Fitness
Client:
Location: Edmonds, WA
Calc. or Sketch By:
Page No.: of
Project No.: 23450
Weather:
Date:
R
U-
T
-
T
-6
weight=95#
H
= 5.3'
Q-
H
5.3
N
29#
22#
L
74'
=5.
'
10
3.5#
106.5#
23
#
2
3#
in
oh
sort
fade
/C=
2.
s
.0'*53'
5.
'/2/7.
'=21
# jTo1@l
= 413#
/ 21
sides
= 106.
#
per
side
—'T/Cl
V
(22.4
sf
5.
'*5.
'/2=
297#
persde
Wir
id o
n l
4nfac,
I
T/C
=
22.
p
f)*(
.4')*(
.3')
(5.3'/
)/5.0'
4
6#
(Total)
T/C
=
466ft
/2
si
des=
233#
p
r s
de
V
2
.4
sf
7.4'*5.
'/
=
20
per
side
ARCHITECTURE
2948 Sidco Drive
PLANNING
NASHVILLE, TN 37204
(p) 615.244.8170
ENGINEERING
(f) 615.244.8141
GRAPHICS
www.mjmarch.com
Structural Engineering Dept.
Subject:
Job Name: Planet Fitness
Client:
Location: Edmonds, WA
Calc. or Sketch By:
Page No.: of
Project No.: 23450
Weather:
Date:
R
U-
wigt=72#
H
= 4.6'
Q-
H
4
6'
N
01
#
3315#
L
62'
=3.
'
74
5#
74.5#
18P.5p
1
1
8.5
)Nin1d
oh
sort
face
/C=
2.
s
.9'*46
4.
'/2/6.
'=14
#
Toal
= 149#
/21
sides
= 74.59
per
side
—'T/Cl
V
2
.4
sf
3.
'*4.
'/2=
01
# Perside
Wind
on
I
n
face
T/O
=
22.4p
f)*(
.2
)*(
.6'
*(4
6'/
)/3
9'=
7
# got
I)
T/C
=
377#
/
2 side
=
88
5#
per
side
V
2.4jpsf)*(6�2')j(4.6')/2
=
030#
per
ide
ARCHITECTURE
2948 Sidco Drive
PLANNING
NASHVILLE, TN 37204
(p) 615.244.8170
ENGINEERING
(f) 615.244.8141
GRAPHICS
www.mjmarch.com
Structural Engineering Dept.
Subject:
Job Name: Planet Fitness
Client:
Location: Edmonds, WA
Calc. or Sketch By:
Page No.: of
Project No.: 23450
Weather:
Date:
D 0
A
-1
weight=500
H
= 7.0'
Q-
H
7
0'
N
2#
128#
L
1
.3'
=
5.
'
91
91if
82
.5
8
8.5
Wind
on
shortl
fade
/C
=
2.
s
.4'
* 7
0'
7.
'/2
/1
.3'
1824
(Total)
/C
= 182#
/ 21
si
es
= 9
1 #
per
sid
V
(2
.4
sf)
(5.
')*
7.
')/2
= A23
per
s
de
Wind
n I
n
face
T/Q
=
22
4p
f)*(16.
')*
7.
')*(
.0'
2)/
.4'
= 1657#
(Total)
T/
=
16
7#
t 2
sidos
=
82P.5p
per
s
de
V
t (2
.4
sf)
(1
.3'
*(7.0')
2 =
12
78#
pe
si
e
ARCHITECTURE
2948 Sidco Drive
PLANNING
NASHVILLE, TN 37204
(p) 615.244.8170
ENGINEERING
(f) 615.244.8141
GRAPHICS
www.mjmarch.com
Structural Engineering Dept.
Subject:
Job Name: Planet Fitness
Client:
Location: Edmonds, WA
Calc. or Sketch By:
Page No.: of
Project No.: 23450
Weather:
Date:
Rooftc
p C
u rb
Ati
ac
m e
nt
Us
2'1
wide
10
gaugo
st
el
Otraps
Tensile,
c,?pa(.jty
of strap
=
.0
" *
Z'
33
000
=
3960#
tt
ch
str
ith
4
- 02
cr
ws
to
ur
add
-
#1
s
re
s t
b
am
Sc
ew
ca
act
1
58
a
ch
Tensile,
c
pa
ity
of Otrap
>
actual
loads
Therefor
, 2
3trops
per
sid
ism
re I
han
adeqtjatE,
RTP
qurb------o-
2"
16
GA.
stee
st
a .
Attach
to
curb
w
(4
- 412
scri
)WE.
Ro
f
ecl(
Attach
o
oo
earn
w
sid
a of
the
R
U.
YI
-
Roof
Beam