2015-932-DC-001 REV - QuakeHOLD! Industrial · 2017-06-21 · 2015-0932-DC-001, r0 Project No.:...
Transcript of 2015-932-DC-001 REV - QuakeHOLD! Industrial · 2017-06-21 · 2015-0932-DC-001, r0 Project No.:...
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EQUIPMENT SEISMIC ANCHORAGE –
THERMOFISHER SCIENTIFIC FREEZERS
2015-932-DC-001 REV. 0
PREPARED FOR:
THERMOFISHER SCIENTIFIC CONTACT: JOSHUA LEWIS 275 AIKEN ROAD, ASHEVILLE, NC 28804
828-658-2862
PREPARED BY:
TOBOLSKI|WATKINS ENGINEERING, INC. PROJECT MANAGER: MATTHEW TOBOLSKI, PHD, SE 4125 SORRENTO VALLEY BLVD, SUITE B
SAN DIEGO, CA 92121
858-381-5843
TWEI Contract: 2015-0932-CO-001, rev. 0 Effective Date: 7/13/2015
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AUTHORIZATION FOR RELEASE OF CALCULATION
Calculation Title:
Equipment Seismic Anchorage – ThermoFisher Scientific Freezers
Calculation Number.: 2015-0932-DC-001 Rev. No.:0
Analyzed System: ThermoFisher Scientific Freezers
Total Number of Pages (including this cover sheet): Total Number of Attachments: 1
Purpose of Revision:
Initial Issue
ORIGINATOR
James Linjun Yan, PhD, PE 07/13/2015 Print Name Signature Date
REVIEWER
Matthew Tobolski, PhD, SE 07/13/2015 Print Name Signature Date
INDEPENDENT REVIEWER (if required)
NA Print Name Signature Date
FINAL APPROVER
Matthew Tobolski, PhD, SE 07/13/2015 Print Name Signature Date
284
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Equipment Seismic Anchorage – ThermoFisher Scientific Freezers Page 2
2015-0932-DC-001, revision 0 7/13/2015
Document History
Rev. Date Reason for Revision Revised by
0 7/13/2015 Initial Issue James Linjun Yan, PhD, PE
List of Effective Pages
Section Pages Revision
Body 0
Attachment A 15 0
269
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Equipment Seismic Anchorage – ThermoFisher Scientific Freezers Page 3
2015-0932-DC-001, revision 0 7/13/2015
Executive Summary
TWEI has been retained to develop a series of anchorage design details and calculations for seismic restraint of a series of freezer products by ThermoFisher Scientific. These anchor details are designed using an off-the-shelf system provided by QuakeHOLD! Industrial for use with systems in California or other seismic regions. A total of 15 different freezers (as defined by cut sheets in Appendix A) were covered by this study. For each freezer, a kit for seismic restraint (per TWEI drawing 2015-0932-DD-001) will be provided, including the following essential components:
• A frame of unistrut installed against the freezer’s base on all four sides to resist seismic shear.
• A strap with pretension force wrapping around the freezer from side to side, which is tied down to the unistrut frame to resist the unit overturning due to seismic force.
• Post-installed anchors (Powers Power-Stud+ SD2 & SD4 anchors per ICC-ES ESR 2502) for the connection of the unistrut frame to supporting concrete slab by others, to resist seismic shear and uplift force due to overturning.
A systematical check of each system was performed to ensure a complete load path can be established to provide the expected seismic restraint mechanism. The detailed calculations are documented in this report and the main design considerations are summarized below:
• Code standards: IBC 2012 and ASCE 7-10. • Design seismic force for each freezer is developed per ASCE 7-10 Chapter 13 for
nonstructural components, with the following seismic parameters: o Component amplification factor, ap = 2.5 o Component response modification factor, Rp = 6 o Component important factor, Ip = 1.0 or 1.5 o Component attachment height within building, z/h = 0 or 1
• Consideration of Center Gravity (C.G.): o Maximum height of C.G. is 2/3 of overall unit height. o Maximum 10% eccentricity of C.G. each horizontal direction.
• The supporting structure provided by others is a normal weight concrete slab of minimum 6in thickness and minimum compression strength, fc’=4000psi.
• Maximum site demands (in terms of short period spectral acceleration, SDS) considered for each freezer of different installation heights are summarized in the table on next page.
Please note that this study is only limited to ensure structural adequacy of the seismic restraint system provided for each freezer, which does not include structural integrity check of freezer itself.
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Equipment Seismic Anchorage – ThermoFisher Scientific Freezers Page 4
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Equipment Seismic Anchorage – ThermoFisher Scientific Freezers Page 5
2015-0932-DC-001, revision 0 7/13/2015
Table of Contents
Document History ................................................................................................................................ 2
List of Effective Pages .......................................................................................................................... 2
Executive Summary ............................................................................................................................. 3
Table of Contents .................................................................................................................................. 5
Section 1. Seismic Restraint Design of Freezers for Ip =1 & z/h=0 ................................................... 6
Section 2. Seismic Restraint Design of Freezers for Ip =1 & z/h=1 ................................................... 7
Section 3. Seismic Restraint Design of Freezers for Ip =1.5 & z/h=0 ................................................ 8
Section 4. Seismic Restraint Design of Freezers for Ip =1.5 & z/h=1 ................................................ 9
Section 5. Check of Middle Anchor ................................................................................................... 10
Section 6. Check of End Anchors & Angle Brackets ........................................................................ 11
Appendix A. Cut Sheets of ThermoFisher Scientific Freezers ........................................................ 12
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Equipment Seismic Anchorage – ThermoFisher Scientific Freezers Page 6
2015-0932-DC-001, revision 0 7/13/2015
Section 1. Seismic Restraint Design of Freezers for
Ip =1 & z/h=0
-
Un
itD
em
an
dC
ase
1C
ase
3C
ase
4
Na
me
SD
ST
u1
Vu
2T
u2
,pry
ing
Tu
3V
u4
(lb
f)(l
bf)
(lb
f)(l
bf)
lbf
1LR
F 1
22
.50
18
10
.82
51
5.6
32
30
0.4
82
12
2.9
42
57
.81
79
8.2
6
2LR
F 2
32
.50
24
56
.36
75
0.0
03
34
6.1
52
69
4.6
13
75
.00
10
04
.37
3LR
F 3
02
.50
25
41
.23
93
7.5
04
18
2.6
93
36
8.2
74
68
.75
12
55
.47
4a
LRF
45
2.5
01
66
4.6
01
03
1.2
54
60
0.9
64
22
4.2
05
15
.63
15
91
.18
4b
LRF
50
2.2
01
61
0.0
11
03
1.2
54
60
0.9
63
65
3.4
35
15
.63
13
29
.35
5LR
F 7
51
.70
86
8.6
21
02
0.0
04
55
0.7
73
48
8.3
45
10
.00
11
89
.61
6U
LT 1
32
.00
26
52
.42
10
12
.50
45
17
.31
37
95
.82
50
6.2
51
36
1.9
1
7U
LT 3
00
2.1
03
89
8.9
31
02
3.7
54
56
7.5
03
09
3.1
75
11
.88
14
05
.98
8U
LT 4
00
1.7
03
05
3.2
01
02
0.0
04
55
0.7
72
97
5.5
45
10
.00
10
01
.69
9a
ULT
50
01
.45
23
96
.96
10
05
.94
44
88
.03
28
39
.63
50
2.9
78
73
.44
9b
ULT
17
1.8
02
59
7.4
31
01
2.5
04
51
7.3
12
95
8.7
65
06
.25
99
4.5
9
10
aU
LT 6
00
1.3
01
97
5.5
41
02
3.7
54
56
7.5
02
81
4.1
45
11
.88
81
3.1
4
10
bU
LT 2
31
.65
20
65
.68
10
20
.94
45
54
.95
29
35
.31
51
0.4
79
54
.77
11
aU
LT 7
00
1.1
01
54
8.5
61
03
1.2
54
60
0.9
62
70
0.6
05
15
.63
68
4.9
4
11
bU
LT 2
81
.50
16
94
.34
10
12
.50
45
17
.31
28
53
.81
50
6.2
58
89
.63
Ma
x3
89
8.9
31
03
1.2
54
60
0.9
64
22
4.2
05
15
.63
15
91
.18
z/h
=0
I p =
1
No
te:
Ca
se 1
Te
nsi
on
loa
d t
o m
idd
le a
nch
or
gro
up
du
e t
o s
ide
to
sid
e s
eis
mic
loa
din
g
Ca
se 2
She
ar
loa
d &
te
nsi
on
loa
d b
y p
ryin
g a
ctio
n t
o e
nd
an
cho
r d
ue
to
sid
e t
o s
ide
se
ism
ic lo
ad
ing
Ca
se 3
Te
nsi
on
loa
d t
o m
idd
le a
nch
or
gro
up
du
e t
o f
ron
t to
ba
ck s
eis
mic
loa
din
g
Ca
se 4
She
ar
loa
din
g t
o e
nd
an
cho
r d
ue
to
fro
nt
an
d b
ack
se
ism
ic lo
ad
ing
Str
ap
Pre
ten
sio
n
Fo
rce
Ca
se 2
Co
nfi
gu
rati
on
Su
mm
ary
of
An
cho
r F
orc
e
Page 6.1
-
Pro
ject
Na
me
:C
al.
No
.:2
01
5-0
93
2-D
C-0
01
, r0
Pro
ject
No
.:O
rig
ina
tor:
JY
Ite
m:
Re
vie
we
r:M
T
Co
nfi
gu
rato
in N
o.:
Da
te:
4/1
0/2
01
5
To
bo
lsk
i W
atk
ins
En
gin
ee
rin
g,
Inc.
Notes:
De
scri
pti
on
Va
ria
ble
Va
lue
Un
its
Eq
ua
tio
n /
Re
fere
nce
1.
Un
it B
asi
c In
form
ati
on
Un
it w
eig
ht
Wp
55
0lb
fp
er
un
it c
ut
she
et
Un
it w
idth
B2
4in
pe
r u
nit
cu
t sh
ee
tU
nit
de
pth
D2
6.2
inp
er
un
it c
ut
she
et
Un
it h
eig
ht
H7
3.6
2in
pe
r u
nit
cu
t sh
ee
t
Ca
ste
r o
ut
to o
ut
dis
tan
ceD
c2
1.3
inp
er
un
it c
ut
she
et
Un
istr
ut
spa
cin
g in
sid
e t
o s
ide
dir
ect
ion
Sss
26
.63
inS s
s =
B+
1"+
1 5
/8"
Un
istr
ut
spa
cin
g in
fro
nt
to b
ack
dir
ect
ion
Sfb
22
.93
inS f
b =
Dc+
1 5
/8"
CG
loca
tio
nH
cg4
9.0
8in
Hcg
= H
*2
/3
CG
ecc
en
tric
ity
in s
ide
to
sid
e d
ire
ctio
ne
ss2
.40
ine
ss =
0.1
B
CG
ecc
en
tric
ity
in f
ron
t to
ba
ck d
ire
ctio
ne
fb2
.62
ine
fb =
0.1
D
He
igh
t o
f u
nis
tru
t p
lus
an
gle
sh
ort
leg
hu
nis
tru
t3
.63
inp
er
un
istr
ut
cata
log
ue
De
pth
of
un
istr
ut
du
nis
tru
t1
.63
inp
er
un
istr
ut
cata
log
ue
2.
Se
ism
ic F
orc
e C
alc
ula
tio
n
Sho
rt p
eri
od
sp
ect
ral r
esp
on
se a
cce
lera
tio
nS
DS
2.5
0
Ave
rag
e r
oo
f h
eig
ht
of
stru
ctu
reh
1n
orm
aliz
ed
he
igh
tH
eig
ht
in s
tru
ctu
re o
f co
mp
on
en
t a
tta
chm
en
tz
0n
orm
aliz
ed
he
igh
t
Co
mp
on
en
t re
pso
nse
am
plic
ati
on
fa
cto
ra
p2
.5
Co
mp
on
en
t re
pso
nse
mo
dif
ica
tio
n f
act
or
Rp
6
Ove
rstr
en
gth
fa
cto
rΩ
2.5
Co
mp
on
en
t im
po
rta
nt
fact
or
I p1
Seis
mic
de
sig
n f
orc
eF
p2
29
.17
lbf
Eq
. 1
3.3
-1
Ma
x se
ism
ic d
esi
gn
fo
rce
Fp
,ma
x2
20
0.0
0lb
fE
q.
13
.3-2
Min
se
ism
ic d
esi
gn
fo
rce
Fp
,min
41
2.5
0lb
fE
q.
13
.3-3
Fin
al s
eis
mic
de
sig
n f
orc
eF
p4
12
.50
lbf
min
(Fp
,ma
x, m
ax(
F p,
F p,m
in))
Se
sim
ic R
est
rain
ts o
f F
ree
zers
1.
Seis
mic
fo
rce
is d
ete
rmin
ed
pe
r Se
ctio
n 1
3.3
of
ASC
E 7
.2
. St
rap
is t
ied
do
wn
by
eye
bo
lt t
o u
nis
tru
t, w
hic
h is
an
cho
red
to
sla
b b
elo
w b
y (2
) p
ost
inst
alle
d a
nch
ors
of
ma
x 4
in s
pa
cin
g.
3.
In a
dd
itio
n,
for
un
istr
ut
on
th
e s
ide
, o
ne
po
st in
sta
lled
an
cho
r is
pro
vid
ed
at
ma
x 6
.5in
fro
m e
ach
en
d.
Fre
eze
rs (
Th
erm
o F
ish
er
Scie
nti
fic)
09
32
LRF
12
1
Page 6.2
-
Pro
ject
Na
me
:C
al.
No
.:2
01
5-0
93
2-D
C-0
01
, r0
Pro
ject
No
.:O
rig
ina
tor:
JY
Ite
m:
Re
vie
we
r:M
T
Co
nfi
gu
rato
in N
o.:
Da
te:
4/1
0/2
01
5
To
bo
lsk
i W
atk
ins
En
gin
ee
rin
g,
Inc.
Notes:
De
scri
pti
on
Va
ria
ble
Va
lue
Un
its
Eq
ua
tio
n /
Re
fere
nce
Se
sim
ic R
est
rain
ts o
f F
ree
zers
1.
Seis
mic
fo
rce
is d
ete
rmin
ed
pe
r Se
ctio
n 1
3.3
of
ASC
E 7
.2
. St
rap
is t
ied
do
wn
by
eye
bo
lt t
o u
nis
tru
t, w
hic
h is
an
cho
red
to
sla
b b
elo
w b
y (2
) p
ost
inst
alle
d a
nch
ors
of
ma
x 4
in s
pa
cin
g.
3.
In a
dd
itio
n,
for
un
istr
ut
on
th
e s
ide
, o
ne
po
st in
sta
lled
an
cho
r is
pro
vid
ed
at
ma
x 6
.5in
fro
m e
ach
en
d.
Fre
eze
rs (
Th
erm
o F
ish
er
Scie
nti
fic)
09
32
LRF
12
1
3.
Loa
d C
om
bin
ati
on
s
(1.2
+ 0
.2S
DS)D
+ Ω
Ex
Section 1
2.4
.3.2
basic
load c
om
b 5
for x d
ir
(1.2
+ 0
.2S
DS)D
+ Ω
Ey
Section 1
2.4
.3.2
basic
load c
om
b 5
for y d
ir
(0.9
- 0
.2S
DS)D
+ Ω
Ex
Section 1
2.4
.3.2
basic
load c
om
b 7
for x d
ir
(0.9
- 0
.2S
DS)D
+ Ω
Ey
Section 1
2.4
.3.2
basic
load c
om
b 7
for y d
ir
4.
Ch
eck
of
Str
ap
4.1
Sid
e t
o S
ide
Dir
ect
ion
Ove
rtu
rnin
g m
om
en
t d
ue
to
se
ism
ic f
oce
MO
T2
02
45
.50
lbf-
inM
OT =
Fp*
Hcg
Re
sist
ing
mo
me
nt
by
gra
vity
MR
.gra
v2
40
0.7
5lb
f-in
MR
.gra
v =
(0
.9-0
.2*
S DS)W
p*
(Sss
/2-e
ss)
Re
sist
ing
mo
me
nt
by
stra
pM
R.s
tra
p1
78
44
.75
lbf-
inM
R.s
tra
p =
MO
T -
MR
.gra
v
Re
qu
ire
d s
tra
p f
roce
fo
r si
de
to
sid
e d
ire
ctio
nF
ss6
70
.23
lbf
F ss
= M
R.s
tra
p/S
ss
4.2
Fro
nt
to B
ack
Dir
ect
ion
Ove
rtu
rnin
g m
om
en
t d
ue
to
se
ism
ic f
oce
MO
T2
02
45
.50
lbf-
inM
OT =
Fp*
Hcg
Re
sist
ing
mo
me
nt
by
gra
vity
MR
.gra
v1
94
5.3
5lb
f-in
MR
.gra
v =
(0
.9-0
.2*
S DS)W
p*
(Sfb
/2-e
fb)
Re
sist
ing
mo
me
nt
by
stra
pM
R.s
tra
p1
83
00
.15
lbf-
inM
R.s
tra
p =
MO
T -
MR
.gra
v
Re
qu
ire
d s
tra
p f
roce
fo
r fr
on
t to
ba
ck d
ire
ctio
nF
fb7
98
.26
lbf
F fb =
MR
.str
ap/(
S fb/2
)/2
4.3
Ch
eck
of
Str
ap
Te
ste
d a
llow
ab
le c
ap
aci
ty o
f st
rap
Ta
15
00
lbf
pe
r in
form
ati
on
of
Qu
akH
old
Pa
rt N
o.
44
62
7-1
1 w
ith
2"
Str
ap
Ma
x st
rap
fo
rce
Fm
ax
79
8.2
6lb
fF m
ax
= m
ax(
F ss,
Ffb
)
De
ma
nd
ca
pa
city
ra
tio
DC
R0
.38
O.K
.D
CR
= F
ma
x/(1
.4T
a),
O.K
. if
DC
R <
1.
Page 6.3
-
Pro
ject
Na
me
:C
al.
No
.:2
01
5-0
93
2-D
C-0
01
, r0
Pro
ject
No
.:O
rig
ina
tor:
JY
Ite
m:
Re
vie
we
r:M
T
Co
nfi
gu
rato
in N
o.:
Da
te:
4/1
0/2
01
5
To
bo
lsk
i W
atk
ins
En
gin
ee
rin
g,
Inc.
Notes:
De
scri
pti
on
Va
ria
ble
Va
lue
Un
its
Eq
ua
tio
n /
Re
fere
nce
Se
sim
ic R
est
rain
ts o
f F
ree
zers
1.
Seis
mic
fo
rce
is d
ete
rmin
ed
pe
r Se
ctio
n 1
3.3
of
ASC
E 7
.2
. St
rap
is t
ied
do
wn
by
eye
bo
lt t
o u
nis
tru
t, w
hic
h is
an
cho
red
to
sla
b b
elo
w b
y (2
) p
ost
inst
alle
d a
nch
ors
of
ma
x 4
in s
pa
cin
g.
3.
In a
dd
itio
n,
for
un
istr
ut
on
th
e s
ide
, o
ne
po
st in
sta
lled
an
cho
r is
pro
vid
ed
at
ma
x 6
.5in
fro
m e
ach
en
d.
Fre
eze
rs (
Th
erm
o F
ish
er
Scie
nti
fic)
09
32
LRF
12
1
5.
Ch
eck
of
Un
istr
ut
Un
istr
ut
allo
wa
ble
be
nd
ing
ca
pa
city
fo
r a
ny
dir
. b
en
din
gM
a5
07
0lb
f-in
for
1 5
/8in
un
istr
ut
P1
00
0 1
2G
A
Mo
dif
ied
be
nd
ing
ca
pa
city
fo
r H
S/T
Se
ctio
nM
a4
30
9.5
lbf-
info
r 1
5/8
in u
nis
tru
t P
10
00
T 1
2G
A
Ma
x sp
aci
ng
of
an
cho
rs n
ext
to
str
ap
Sa
nch
or
4in
Ma
x d
ista
nce
of
en
d a
nch
ors
to
th
e e
nd
of
un
istr
ut
Da
nch
or
6.5
in
5.1
Sid
e t
o S
ide
Dir
ect
ion
Un
istr
ut
on
on
e s
ide
re
sist
ing
str
ap
fo
rce
by
be
nd
ing
in
ve
rtic
al
dir
ect
ion
Ult
ima
te m
om
en
t in
un
istr
ut
du
e t
o s
tra
p f
orc
eM
u1
67
0.2
3lb
f-in
Mu
1 =
Fss
*S a
nch
or/
4
Un
bra
ced
len
gth
L4
in
Ca
pci
ty r
ed
uct
ion
fa
cto
rf
1p
er
un
istr
uct
ca
talo
g p
ag
e 5
6 f
or
P1
00
0 b
ea
m.
Un
istr
ut
ult
ima
te b
en
din
g c
ap
aci
tyØ
Mn
60
33
.30
lbf-
inØ
Mn =
f*
1.4
*M
a
De
ma
nd
ca
pa
city
ra
tio
DC
R0
.11
O.K
.D
CR
= M
u1/Ø
Mn
Un
istr
ut
on
th
e o
the
r si
de
re
sist
ing
se
ism
ic s
he
ar
by
a
nch
or
she
ar
5.2
Fro
nt
to B
ack
Dir
ect
ion
Un
istr
ut
on
ea
ch s
ide
re
sist
ing
str
ap
fo
rce
by
be
nd
ing
in
ve
rtic
al
dir
ect
ion
Ult
ima
te m
om
en
t in
un
istr
ut
du
e t
o s
tra
p f
orc
eM
u1
79
8.2
6lb
f-in
Mu
1 =
Ffb
*S a
nch
or/
4
Un
bra
ced
len
gth
L4
in
Ca
pci
ty r
ed
uct
ion
fa
cto
rf
1p
er
un
istr
uct
ca
talo
g p
ag
e 5
6 f
or
P1
00
0 b
ea
m.
Un
istr
ut
ult
ima
te b
en
din
g c
ap
aci
tyØ
Mn
60
33
.30
lbf-
inØ
Mn =
f*
1.4
*M
a
De
ma
nd
ca
pa
city
ra
tio
DC
R0
.13
O.K
.D
CR
= M
u1/Ø
Mn
Page 6.4
-
Pro
ject
Na
me
:C
al.
No
.:2
01
5-0
93
2-D
C-0
01
, r0
Pro
ject
No
.:O
rig
ina
tor:
JY
Ite
m:
Re
vie
we
r:M
T
Co
nfi
gu
rato
in N
o.:
Da
te:
4/1
0/2
01
5
To
bo
lsk
i W
atk
ins
En
gin
ee
rin
g,
Inc.
Notes:
De
scri
pti
on
Va
ria
ble
Va
lue
Un
its
Eq
ua
tio
n /
Re
fere
nce
Se
sim
ic R
est
rain
ts o
f F
ree
zers
1.
Seis
mic
fo
rce
is d
ete
rmin
ed
pe
r Se
ctio
n 1
3.3
of
ASC
E 7
.2
. St
rap
is t
ied
do
wn
by
eye
bo
lt t
o u
nis
tru
t, w
hic
h is
an
cho
red
to
sla
b b
elo
w b
y (2
) p
ost
inst
alle
d a
nch
ors
of
ma
x 4
in s
pa
cin
g.
3.
In a
dd
itio
n,
for
un
istr
ut
on
th
e s
ide
, o
ne
po
st in
sta
lled
an
cho
r is
pro
vid
ed
at
ma
x 6
.5in
fro
m e
ach
en
d.
Fre
eze
rs (
Th
erm
o F
ish
er
Scie
nti
fic)
09
32
LRF
12
1
Un
istr
ut
on
fro
nt
an
d b
ack
sid
es
resi
stin
g s
eis
mic
sh
ea
r b
y s
ide
wa
y b
en
din
g
Ult
ima
te m
om
en
t in
un
istr
ut
du
e t
o s
eis
mic
sh
ea
rM
u2
49
5.0
0lb
f-in
Mu
2 =
Fp/2
*0
.1*
B
Un
bra
ced
len
gth
L2
5.0
0in
L =
B+
1"
Ca
pci
ty r
ed
uct
ion
fa
cto
rf
0.9
9p
er
un
istr
uct
ca
talo
g p
ag
e 5
6 f
or
P1
00
0 b
ea
m.
Un
istr
ut
ult
ima
te b
en
din
g c
ap
aci
tyØ
Mn
59
72
.97
lbf-
inØ
Mn =
f*
1.4
*M
a
De
ma
nd
ca
pa
city
ra
tio
DC
R0
.08
O.K
.D
CR
= M
u2/Ø
Mn
6.
Ca
lcu
lati
on
of
Po
st I
nst
all
ed
An
cho
r F
orc
e6
.1 S
ide
to
Sid
e D
ire
ctio
n
An
cho
r b
olt
s o
f u
nis
tru
t o
n o
ne
sid
e r
esi
stin
g t
en
sio
n o
nly
(C
ase
1 f
or
an
cho
r ch
eck
fo
r a
n a
nch
or
gro
up
)
Ult
ima
te t
en
sio
n f
orc
e o
n a
nch
or
gro
up
du
e t
o o
vert
urn
ing
Tu
11
81
0.8
2lb
fT
u1 =
(Ω
*M
OT -
MR
.gra
v)/
S ss
En
d a
nch
or
bo
lts
of
un
istr
ut
on
th
e o
the
r si
de
re
sist
ing
sh
ea
r o
nly
wit
h p
ryin
g a
ctio
n (
Ca
se 2
fo
r a
nch
or
che
ck f
or
ind
ivid
ua
l a
nch
or)
Ult
ima
te s
he
ar
forc
e o
n a
nch
or
Vu
25
15
.63
lbf
Vu
2 =
Ω*
F p/2
Ult
ima
te p
ryin
g t
en
sio
n f
orc
e o
n a
nch
or
du
e t
o s
he
ar
Tu
2,p
ryin
g2
30
0.4
8lb
fT
u2
,pry
ing =
Vu
2*
hu
nis
tru
t/(d
un
istr
ut/
2)
6.2
Fro
nt
to B
ack
Dir
ect
ion
An
cho
r b
olt
s o
f u
nis
tru
ts o
n b
oth
sid
es
resi
stin
g t
en
sio
n a
nd
sh
ea
r (C
ase
3 f
or
an
cho
r ch
eck
fo
r a
n a
nch
or
gro
up
)
Ult
ima
te t
en
sio
n f
orc
e o
n a
nch
or
gro
up
du
e t
o o
vert
urn
ing
Tu
32
12
2.9
4lb
fT
u3 =
(Ω
*M
OT -
MR
.gra
v)/
(Sfb
/2)/
2
An
cho
r b
olt
s o
f u
nis
tru
ts o
n b
oth
sid
es
resi
stin
g s
he
ar
(Ca
se 4
fo
r a
nch
or
che
ck f
or
ind
ivid
ua
l a
nch
or)
Ult
ima
te s
he
ar
forc
e o
n a
nch
or
Vu
42
57
.81
lbf
Vu
4 =
Ω*
F p/4
Page 6.5
-
Pro
ject
Na
me
:C
al.
No
.:2
01
5-0
93
2-D
C-0
01
, r0
Pro
ject
No
.:O
rig
ina
tor:
JY
Ite
m:
Re
vie
we
r:M
T
Co
nfi
gu
rato
in N
o.:
Da
te:
4/1
0/2
01
5
To
bo
lsk
i W
atk
ins
En
gin
ee
rin
g,
Inc.
Notes:
De
scri
pti
on
Va
ria
ble
Va
lue
Un
its
Eq
ua
tio
n /
Re
fere
nce
1.
Un
it B
asi
c In
form
ati
on
Un
it w
eig
ht
Wp
80
0lb
fp
er
un
it c
ut
she
et
Un
it w
idth
B2
8in
pe
r u
nit
cu
t sh
ee
tU
nit
de
pth
D3
3in
pe
r u
nit
cu
t sh
ee
tU
nit
he
igh
tH
79
.23
inp
er
un
it c
ut
she
et
Ca
ste
r o
ut
to o
ut
dis
tan
ceD
c2
6.5
inp
er
un
it c
ut
she
et
Un
istr
ut
spa
cin
g in
sid
e t
o s
ide
dir
ect
ion
Sss
30
.63
inS s
s =
B+
1"+
1 5
/8"
Un
istr
ut
spa
cin
g in
fro
nt
to b
ack
dir
ect
ion
Sfb
28
.13
inS f
b =
Dc+
1 5
/8"
CG
loca
tio
nH
cg5
2.8
2in
Hcg
= H
*2
/3
CG
ecc
en
tric
ity
in s
ide
to
sid
e d
ire
ctio
ne
ss2
.80
ine
ss =
0.1
B
CG
ecc
en
tric
ity
in f
ron
t to
ba
ck d
ire
ctio
ne
fb3
.30
ine
fb =
0.1
D
He
igh
t o
f u
nis
tru
t p
lus
an
gle
sh
ort
leg
hu
nis
tru
t3
.63
inp
er
un
istr
ut
cata
log
ue
De
pth
of
un
istr
ut
du
nis
tru
t1
.63
inp
er
un
istr
ut
cata
log
ue
2.
Se
ism
ic F
orc
e C
alc
ula
tio
n
Sho
rt p
eri
od
sp
ect
ral r
esp
on
se a
cce
lera
tio
nS
DS
2.5
0
Ave
rag
e r
oo
f h
eig
ht
of
stru
ctu
reh
1n
orm
aliz
ed
he
igh
tH
eig
ht
in s
tru
ctu
re o
f co
mp
on
en
t a
tta
chm
en
tz
0n
orm
aliz
ed
he
igh
t
Co
mp
on
en
t re
pso
nse
am
plic
ati
on
fa
cto
ra
p2
.5
Co
mp
on
en
t re
pso
nse
mo
dif
ica
tio
n f
act
or
Rp
6
Ove
rstr
en
gth
fa
cto
rΩ
2.5
Co
mp
on
en
t im
po
rta
nt
fact
or
I p1
Seis
mic
de
sig
n f
orc
eF
p3
33
.33
lbf
Eq
. 1
3.3
-1
Ma
x se
ism
ic d
esi
gn
fo
rce
Fp
,ma
x3
20
0.0
0lb
fE
q.
13
.3-2
Min
se
ism
ic d
esi
gn
fo
rce
Fp
,min
60
0.0
0lb
fE
q.
13
.3-3
Fin
al s
eis
mic
de
sig
n f
orc
eF
p6
00
.00
lbf
min
(Fp
,ma
x, m
ax(
F p,
F p,m
in))
1.
Seis
mic
fo
rce
is d
ete
rmin
ed
pe
r Se
ctio
n 1
3.3
of
ASC
E 7
.2
. St
rap
is t
ied
do
wn
by
eye
bo
lt t
o u
nis
tru
t, w
hic
h is
an
cho
red
to
sla
b b
elo
w b
y (2
) p
ost
inst
alle
d a
nch
ors
of
ma
x 4
in s
pa
cin
g.
3.
In a
dd
itio
n,
for
un
istr
ut
on
th
e s
ide
, o
ne
po
st in
sta
lled
an
cho
r is
pro
vid
ed
at
ma
x 6
.5in
fro
m e
ach
en
d.
Fre
eze
rs (
Th
erm
o F
ish
er
Scie
nti
fic)
09
32
LRF
23
2
Se
sim
ic R
est
rain
ts o
f F
ree
zers
Page 6.6
-
Pro
ject
Na
me
:C
al.
No
.:2
01
5-0
93
2-D
C-0
01
, r0
Pro
ject
No
.:O
rig
ina
tor:
JY
Ite
m:
Re
vie
we
r:M
T
Co
nfi
gu
rato
in N
o.:
Da
te:
4/1
0/2
01
5
To
bo
lsk
i W
atk
ins
En
gin
ee
rin
g,
Inc.
Notes:
De
scri
pti
on
Va
ria
ble
Va
lue
Un
its
Eq
ua
tio
n /
Re
fere
nce
1.
Seis
mic
fo
rce
is d
ete
rmin
ed
pe
r Se
ctio
n 1
3.3
of
ASC
E 7
.2
. St
rap
is t
ied
do
wn
by
eye
bo
lt t
o u
nis
tru
t, w
hic
h is
an
cho
red
to
sla
b b
elo
w b
y (2
) p
ost
inst
alle
d a
nch
ors
of
ma
x 4
in s
pa
cin
g.
3.
In a
dd
itio
n,
for
un
istr
ut
on
th
e s
ide
, o
ne
po
st in
sta
lled
an
cho
r is
pro
vid
ed
at
ma
x 6
.5in
fro
m e
ach
en
d.
Fre
eze
rs (
Th
erm
o F
ish
er
Scie
nti
fic)
09
32
LRF
23
2
Se
sim
ic R
est
rain
ts o
f F
ree
zers
3.
Loa
d C
om
bin
ati
on
s
(1.2
+ 0
.2S
DS)D
+ Ω
Ex
Section 1
2.4
.3.2
basic
load c
om
b 5
for x d
ir
(1.2
+ 0
.2S
DS)D
+ Ω
Ey
Section 1
2.4
.3.2
basic
load c
om
b 5
for y d
ir
(0.9
- 0
.2S
DS)D
+ Ω
Ex
Section 1
2.4
.3.2
basic
load c
om
b 7
for x d
ir
(0.9
- 0
.2S
DS)D
+ Ω
Ey
Section 1
2.4
.3.2
basic
load c
om
b 7
for y d
ir
4.
Ch
eck
of
Str
ap
4.1
Sid
e t
o S
ide
Dir
ect
ion
Ove
rtu
rnin
g m
om
en
t d
ue
to
se
ism
ic f
oce
MO
T3
16
92
.00
lbf-
inM
OT =
Fp*
Hcg
Re
sist
ing
mo
me
nt
by
gra
vity
MR
.gra
v4
00
4.0
0lb
f-in
MR
.gra
v =
(0
.9-0
.2*
S DS)W
p*
(Sss
/2-e
ss)
Re
sist
ing
mo
me
nt
by
stra
pM
R.s
tra
p2
76
88
.00
lbf-
inM
R.s
tra
p =
MO
T -
MR
.gra
v
Re
qu
ire
d s
tra
p f
roce
fo
r si
de
to
sid
e d
ire
ctio
nF
ss9
04
.10
lbf
F ss
= M
R.s
tra
p/S
ss
4.2
Fro
nt
to B
ack
Dir
ect
ion
Ove
rtu
rnin
g m
om
en
t d
ue
to
se
ism
ic f
oce
MO
T3
16
92
.00
lbf-
inM
OT =
Fp*
Hcg
Re
sist
ing
mo
me
nt
by
gra
vity
MR
.gra
v3
44
4.0
0lb
f-in
MR
.gra
v =
(0
.9-0
.2*
S DS)W
p*
(Sfb
/2-e
fb)
Re
sist
ing
mo
me
nt
by
stra
pM
R.s
tra
p2
82
48
.00
lbf-
inM
R.s
tra
p =
MO
T -
MR
.gra
v
Re
qu
ire
d s
tra
p f
roce
fo
r fr
on
t to
ba
ck d
ire
ctio
nF
fb1
00
4.3
7lb
fF f
b =
MR
.str
ap/(
S fb/2
)/2
4.3
Ch
eck
of
Str
ap
Te
ste
d a
llow
ab
le c
ap
aci
ty o
f st
rap
Ta
15
00
lbf
pe
r in
form
ati
on
of
Qu
akH
old
Pa
rt N
o.
44
62
7-1
1 w
ith
2"
Str
ap
Ma
x st
rap
fo
rce
Fm
ax
10
04
.37
lbf
F ma
x =
ma
x(F s
s, F
fb)
De
ma
nd
ca
pa
city
ra
tio
DC
R0
.48
O.K
.D
CR
= F
ma
x/(1
.4T
a),
O.K
. if
DC
R <
1.
Page 6.7
-
Pro
ject
Na
me
:C
al.
No
.:2
01
5-0
93
2-D
C-0
01
, r0
Pro
ject
No
.:O
rig
ina
tor:
JY
Ite
m:
Re
vie
we
r:M
T
Co
nfi
gu
rato
in N
o.:
Da
te:
4/1
0/2
01
5
To
bo
lsk
i W
atk
ins
En
gin
ee
rin
g,
Inc.
Notes:
De
scri
pti
on
Va
ria
ble
Va
lue
Un
its
Eq
ua
tio
n /
Re
fere
nce
1.
Seis
mic
fo
rce
is d
ete
rmin
ed
pe
r Se
ctio
n 1
3.3
of
ASC
E 7
.2
. St
rap
is t
ied
do
wn
by
eye
bo
lt t
o u
nis
tru
t, w
hic
h is
an
cho
red
to
sla
b b
elo
w b
y (2
) p
ost
inst
alle
d a
nch
ors
of
ma
x 4
in s
pa
cin
g.
3.
In a
dd
itio
n,
for
un
istr
ut
on
th
e s
ide
, o
ne
po
st in
sta
lled
an
cho
r is
pro
vid
ed
at
ma
x 6
.5in
fro
m e
ach
en
d.
Fre
eze
rs (
Th
erm
o F
ish
er
Scie
nti
fic)
09
32
LRF
23
2
Se
sim
ic R
est
rain
ts o
f F
ree
zers
5.
Ch
eck
of
Un
istr
ut
Un
istr
ut
allo
wa
ble
be
nd
ing
ca
pa
city
fo
r a
ny
dir
. b
en
din
gM
a5
07
0lb
f-in
for
1 5
/8in
un
istr
ut
P1
00
0 1
2G
A
Mo
dif
ied
be
nd
ing
ca
pa
city
fo
r H
S/T
Se
ctio
nM
a4
30
9.5
lbf-
info
r 1
5/8
in u
nis
tru
t P
10
00
T 1
2G
A
Ma
x sp
aci
ng
of
an
cho
rs n
ext
to
str
ap
Sa
nch
or
4in
Ma
x d
ista
nce
of
en
d a
nch
ors
to
th
e e
nd
of
un
istr
ut
Da
nch
or
6.5
in
5.1
Sid
e t
o S
ide
Dir
ect
ion
Un
istr
ut
on
on
e s
ide
re
sist
ing
str
ap
fo
rce
by
be
nd
ing
in
ve
rtic
al
dir
ect
ion
Ult
ima
te m
om
en
t in
un
istr
ut
du
e t
o s
tra
p f
orc
eM
u1
90
4.1
0lb
f-in
Mu
1 =
Fss
*S a
nch
or/
4
Un
bra
ced
len
gth
L4
in
Ca
pci
ty r
ed
uct
ion
fa
cto
rf
1p
er
un
istr
uct
ca
talo
g p
ag
e 5
6 f
or
P1
00
0 b
ea
m.
Un
istr
ut
ult
ima
te b
en
din
g c
ap
aci
tyØ
Mn
60
33
.30
lbf-
inØ
Mn =
f*
1.4
*M
a
De
ma
nd
ca
pa
city
ra
tio
DC
R0
.15
O.K
.D
CR
= M
u1/Ø
Mn
Un
istr
ut
on
th
e o
the
r si
de
re
sist
ing
se
ism
ic s
he
ar
by
a
nch
or
she
ar
5.2
Fro
nt
to B
ack
Dir
ect
ion
Un
istr
ut
on
ea
ch s
ide
re
sist
ing
str
ap
fo
rce
by
be
nd
ing
in
ve
rtic
al
dir
ect
ion
Ult
ima
te m
om
en
t in
un
istr
ut
du
e t
o s
tra
p f
orc
eM
u1
10
04
.37
lbf-
inM
u1 =
Ffb
*S a
nch
or/
4
Un
bra
ced
len
gth
L4
in
Ca
pci
ty r
ed
uct
ion
fa
cto
rf
1p
er
un
istr
uct
ca
talo
g p
ag
e 5
6 f
or
P1
00
0 b
ea
m.
Un
istr
ut
ult
ima
te b
en
din
g c
ap
aci
tyØ
Mn
60
33
.30
lbf-
inØ
Mn =
f*
1.4
*M
a
De
ma
nd
ca
pa
city
ra
tio
DC
R0
.17
O.K
.D
CR
= M
u1/Ø
Mn
Page 6.8
-
Pro
ject
Na
me
:C
al.
No
.:2
01
5-0
93
2-D
C-0
01
, r0
Pro
ject
No
.:O
rig
ina
tor:
JY
Ite
m:
Re
vie
we
r:M
T
Co
nfi
gu
rato
in N
o.:
Da
te:
4/1
0/2
01
5
To
bo
lsk
i W
atk
ins
En
gin
ee
rin
g,
Inc.
Notes:
De
scri
pti
on
Va
ria
ble
Va
lue
Un
its
Eq
ua
tio
n /
Re
fere
nce
1.
Seis
mic
fo
rce
is d
ete
rmin
ed
pe
r Se
ctio
n 1
3.3
of
ASC
E 7
.2
. St
rap
is t
ied
do
wn
by
eye
bo
lt t
o u
nis
tru
t, w
hic
h is
an
cho
red
to
sla
b b
elo
w b
y (2
) p
ost
inst
alle
d a
nch
ors
of
ma
x 4
in s
pa
cin
g.
3.
In a
dd
itio
n,
for
un
istr
ut
on
th
e s
ide
, o
ne
po
st in
sta
lled
an
cho
r is
pro
vid
ed
at
ma
x 6
.5in
fro
m e
ach
en
d.
Fre
eze
rs (
Th
erm
o F
ish
er
Scie
nti
fic)
09
32
LRF
23
2
Se
sim
ic R
est
rain
ts o
f F
ree
zers
Un
istr
ut
on
fro
nt
an
d b
ack
sid
es
resi
stin
g s
eis
mic
sh
ea
r b
y s
ide
wa
y b
en
din
g
Ult
ima
te m
om
en
t in
un
istr
ut
du
e t
o s
eis
mic
sh
ea
rM
u2
84
0.0
0lb
f-in
Mu
2 =
Fp/2
*0
.1*
B
Un
bra
ced
len
gth
L2
9.0
0in
L =
B+
1"
Ca
pci
ty r
ed
uct
ion
fa
cto
rf
0.9
6p
er
un
istr
uct
ca
talo
g p
ag
e 5
6 f
or
P1
00
0 b
ea
m.
Un
istr
ut
ult
ima
te b
en
din
g c
ap
aci
tyØ
Mn
57
91
.97
lbf-
inØ
Mn =
f*
1.4
*M
a
De
ma
nd
ca
pa
city
ra
tio
DC
R0
.15
O.K
.D
CR
= M
u2/Ø
Mn
6.
Ca
lcu
lati
on
of
Po
st I
nst
all
ed
An
cho
r F
orc
e6
.1 S
ide
to
Sid
e D
ire
ctio
n
An
cho
r b
olt
s o
f u
nis
tru
t o
n o
ne
sid
e r
esi
stin
g t
en
sio
n o
nly
(C
ase
1 f
or
an
cho
r ch
eck
fo
r a
n a
nch
or
gro
up
)
Ult
ima
te t
en
sio
n f
orc
e o
n a
nch
or
gro
up
du
e t
o o
vert
urn
ing
Tu
12
45
6.3
6lb
fT
u1 =
(Ω
*M
OT -
MR
.gra
v)/
S ss
En
d a
nch
or
bo
lts
of
un
istr
ut
on
th
e o
the
r si
de
re
sist
ing
sh
ea
r o
nly
wit
h p
ryin
g a
ctio
n (
Ca
se 2
fo
r a
nch
or
che
ck f
or
ind
ivid
ua
l a
nch
or)
Ult
ima
te s
he
ar
forc
e o
n a
nch
or
Vu
27
50
.00
lbf
Vu
2 =
Ω*
F p/2
Ult
ima
te p
ryin
g t
en
sio
n f
orc
e o
n a
nch
or
du
e t
o s
he
ar
Tu
2,p
ryin
g3
34
6.1
5lb
fT
u2
,pry
ing =
Vu
2*
hu
nis
tru
t/(d
un
istr
ut/
2)
6.2
Fro
nt
to B
ack
Dir
ect
ion
An
cho
r b
olt
s o
f u
nis
tru
ts o
n b
oth
sid
es
resi
stin
g t
en
sio
n a
nd
sh
ea
r (C
ase
3 f
or
an
cho
r ch
eck
fo
r a
n a
nch
or
gro
up
)
Ult
ima
te t
en
sio
n f
orc
e o
n a
nch
or
gro
up
du
e t
o o
vert
urn
ing
Tu
32
69
4.6
1lb
fT
u3 =
(Ω
*M
OT -
MR
.gra
v)/
(Sfb
/2)/
2
An
cho
r b
olt
s o
f u
nis
tru
ts o
n b
oth
sid
es
resi
stin
g s
he
ar
(Ca
se 4
fo
r a
nch
or
che
ck f
or
ind
ivid
ua
l a
nch
or)
Ult
ima
te s
he
ar
forc
e o
n a
nch
or
Vu
43
75
.00
lbf
Vu
4 =
Ω*
F p/4
Page 6.9
-
Pro
ject
Na
me
:C
al.
No
.:2
01
5-0
93
2-D
C-0
01
, r0
Pro
ject
No
.:O
rig
ina
tor:
JY
Ite
m:
Re
vie
we
r:M
T
Co
nfi
gu
rato
in N
o.:
Da
te:
4/1
0/2
01
5
To
bo
lsk
i W
atk
ins
En
gin
ee
rin
g,
Inc.
Notes:
De
scri
pti
on
Va
ria
ble
Va
lue
Un
its
Eq
ua
tio
n /
Re
fere
nce
1.
Un
it B
asi
c In
form
ati
on
Un
it w
eig
ht
Wp
10
00
lbf
pe
r u
nit
cu
t sh
ee
t
Un
it w
idth
B3
4in
pe
r u
nit
cu
t sh
ee
tU
nit
de
pth
D3
3in
pe
r u
nit
cu
t sh
ee
tU
nit
he
igh
tH
79
.23
inp
er
un
it c
ut
she
et
Ca
ste
r o
ut
to o
ut
dis
tan
ceD
c2
6.5
inp
er
un
it c
ut
she
et
Un
istr
ut
spa
cin
g in
sid
e t
o s
ide
dir
ect
ion
Sss
36
.63
inS s
s =
B+
1"+
1 5
/8"
Un
istr
ut
spa
cin
g in
fro
nt
to b
ack
dir
ect
ion
Sfb
28
.13
inS f
b =
Dc+
1 5
/8"
CG
loca
tio
nH
cg5
2.8
2in
Hcg
= H
*2
/3
CG
ecc
en
tric
ity
in s
ide
to
sid
e d
ire
ctio
ne
ss3
.40
ine
ss =
0.1
B
CG
ecc
en
tric
ity
in f
ron
t to
ba
ck d
ire
ctio
ne
fb3
.30
ine
fb =
0.1
D
He
igh
t o
f u
nis
tru
t p
lus
an
gle
sh
ort
leg
hu
nis
tru
t3
.63
inp
er
un
istr
ut
cata
log
ue
De
pth
of
un
istr
ut
du
nis
tru
t1
.63
inp
er
un
istr
ut
cata
log
ue
2.
Se
ism
ic F
orc
e C
alc
ula
tio
n
Sho
rt p
eri
od
sp
ect
ral r
esp
on
se a
cce
lera
tio
nS
DS
2.5
Ave
rag
e r
oo
f h
eig
ht
of
stru
ctu
reh
1n
orm
aliz
ed
he
igh
tH
eig
ht
in s
tru
ctu
re o
f co
mp
on
en
t a
tta
chm
en
tz
0n
orm
aliz
ed
he
igh
t
Co
mp
on
en
t re
pso
nse
am
plic
ati
on
fa
cto
ra
p2
.5
Co
mp
on
en
t re
pso
nse
mo
dif
ica
tio
n f
act
or
Rp
6
Ove
rstr
en
gth
fa
cto
rΩ
2.5
Co
mp
on
en
t im
po
rta
nt
fact
or
I p1
Seis
mic
de
sig
n f
orc
eF
p4
16
.67
lbf
Eq
. 1
3.3
-1
Ma
x se
ism
ic d
esi
gn
fo
rce
Fp
,ma
x4
00
0.0
0lb
fE
q.
13
.3-2
Min
se
ism
ic d
esi
gn
fo
rce
Fp
,min
75
0.0
0lb
fE
q.
13
.3-3
Fin
al s
eis
mic
de
sig
n f
orc
eF
p7
50
.00
lbf
min
(Fp
,ma
x, m
ax(
F p,
F p,m
in))
1.
Seis
mic
fo
rce
is d
ete
rmin
ed
pe
r Se
ctio
n 1
3.3
of
ASC
E 7
.2
. St
rap
is t
ied
do
wn
by
eye
bo
lt t
o u
nis
tru
t, w
hic
h is
an
cho
red
to
sla
b b
elo
w b
y (2
) p
ost
inst
alle
d a
nch
ors
of
ma
x 4
in s
pa
cin
g.
3.
In a
dd
itio
n,
for
un
istr
ut
on
th
e s
ide
, o
ne
po
st in
sta
lled
an
cho
r is
pro
vid
ed
at
ma
x 6
.5in
fro
m e
ach
en
d.
Fre
eze
rs (
Th
erm
o F
ish
er
Scie
nti
fic)
09
32
LRF
30
3
Se
sim
ic R
est
rain
ts o
f F
ree
zers
Page 6.10
-
Pro
ject
Na
me
:C
al.
No
.:2
01
5-0
93
2-D
C-0
01
, r0
Pro
ject
No
.:O
rig
ina
tor:
JY
Ite
m:
Re
vie
we
r:M
T
Co
nfi
gu
rato
in N
o.:
Da
te:
4/1
0/2
01
5
To
bo
lsk
i W
atk
ins
En
gin
ee
rin
g,
Inc.
Notes:
De
scri
pti
on
Va
ria
ble
Va
lue
Un
its
Eq
ua
tio
n /
Re
fere
nce
1.
Seis
mic
fo
rce
is d
ete
rmin
ed
pe
r Se
ctio
n 1
3.3
of
ASC
E 7
.2
. St
rap
is t
ied
do
wn
by
eye
bo
lt t
o u
nis
tru
t, w
hic
h is
an
cho
red
to
sla
b b
elo
w b
y (2
) p
ost
inst
alle
d a
nch
ors
of
ma
x 4
in s
pa
cin
g.
3.
In a
dd
itio
n,
for
un
istr
ut
on
th
e s
ide
, o
ne
po
st in
sta
lled
an
cho
r is
pro
vid
ed
at
ma
x 6
.5in
fro
m e
ach
en
d.
Fre
eze
rs (
Th
erm
o F
ish
er
Scie
nti
fic)
09
32
LRF
30
3
Se
sim
ic R
est
rain
ts o
f F
ree
zers
3.
Loa
d C
om
bin
ati
on
s
(1.2
+ 0
.2S
DS)D
+ Ω
Ex
Section 1
2.4
.3.2
basic
load c
om
b 5
for x d
ir
(1.2
+ 0
.2S
DS)D
+ Ω
Ey
Section 1
2.4
.3.2
basic
load c
om
b 5
for y d
ir
(0.9
- 0
.2S
DS)D
+ Ω
Ex
Section 1
2.4
.3.2
basic
load c
om
b 7
for x d
ir
(0.9
- 0
.2S
DS)D
+ Ω
Ey
Section 1
2.4
.3.2
basic
load c
om
b 7
for y d
ir
4.
Ch
eck
of
Str
ap
4.1
Sid
e t
o S
ide
Dir
ect
ion
Ove
rtu
rnin
g m
om
en
t d
ue
to
se
ism
ic f
oce
MO
T3
96
15
.00
lbf-
inM
OT =
Fp*
Hcg
Re
sist
ing
mo
me
nt
by
gra
vity
MR
.gra
v5
96
5.0
0lb
f-in
MR
.gra
v =
(0
.9-0
.2*
S DS)W
p*
(Sss
/2-e
ss)
Re
sist
ing
mo
me
nt
by
stra
pM
R.s
tra
p3
36
50
.00
lbf-
inM
R.s
tra
p =
MO
T -
MR
.gra
v
Re
qu
ire
d s
tra
p f
roce
fo
r si
de
to
sid
e d
ire
ctio
nF
ss9
18
.77
lbf
F ss
= M
R.s
tra
p/S
ss
4.2
Fro
nt
to B
ack
Dir
ect
ion
Ove
rtu
rnin
g m
om
en
t d
ue
to
se
ism
ic f
oce
MO
T3
96
15
.00
lbf-
inM
OT =
Fp*
Hcg
Re
sist
ing
mo
me
nt
by
gra
vity
MR
.gra
v4
30
5.0
0lb
f-in
MR
.gra
v =
(0
.9-0
.2*
S DS)W
p*
(Sfb
/2-e
fb)
Re
sist
ing
mo
me
nt
by
stra
pM
R.s
tra
p3
53
10
.00
lbf-
inM
R.s
tra
p =
MO
T -
MR
.gra
v
Re
qu
ire
d s
tra
p f
roce
fo
r fr
on
t to
ba
ck d
ire
ctio
nF
fb1
25
5.4
7lb
fF f
b =
MR
.str
ap/(
S fb/2
)/2
4.3
Ch
eck
of
Str
ap
Te
ste
d a
llow
ab
le c
ap
aci
ty o
f st
rap
Ta
15
00
lbf
pe
r in
form
ati
on
of
Qu
akH
old
Pa
rt N
o.
44
62
7-1
1 w
ith
2"
Str
ap
Ma
x st
rap
fo
rce
Fm
ax
12
55
.47
lbf
F ma
x =
ma
x(F s
s, F
fb)
De
ma
nd
ca
pa
city
ra
tio
DC
R0
.60
O.K
.D
CR
= F
ma
x/(1
.4T
a),
O.K
. if
DC
R <
1.
Page 6.11
-
Pro
ject
Na
me
:C
al.
No
.:2
01
5-0
93
2-D
C-0
01
, r0
Pro
ject
No
.:O
rig
ina
tor:
JY
Ite
m:
Re
vie
we
r:M
T
Co
nfi
gu
rato
in N
o.:
Da
te:
4/1
0/2
01
5
To
bo
lsk
i W
atk
ins
En
gin
ee
rin
g,
Inc.
Notes:
De
scri
pti
on
Va
ria
ble
Va
lue
Un
its
Eq
ua
tio
n /
Re
fere
nce
1.
Seis
mic
fo
rce
is d
ete
rmin
ed
pe
r Se
ctio
n 1
3.3
of
ASC
E 7
.2
. St
rap
is t
ied
do
wn
by
eye
bo
lt t
o u
nis
tru
t, w
hic
h is
an
cho
red
to
sla
b b
elo
w b
y (2
) p
ost
inst
alle
d a
nch
ors
of
ma
x 4
in s
pa
cin
g.
3.
In a
dd
itio
n,
for
un
istr
ut
on
th
e s
ide
, o
ne
po
st in
sta
lled
an
cho
r is
pro
vid
ed
at
ma
x 6
.5in
fro
m e
ach
en
d.
Fre
eze
rs (
Th
erm
o F
ish
er
Scie
nti
fic)
09
32
LRF
30
3
Se
sim
ic R
est
rain
ts o
f F
ree
zers
5.
Ch
eck
of
Un
istr
ut
Un
istr
ut
allo
wa
ble
be
nd
ing
ca
pa
city
fo
r a
ny
dir
. b
en
din
gM
a5
07
0lb
f-in
for
1 5
/8in
un
istr
ut
P1
00
0 1
2G
A
Mo
dif
ied
be
nd
ing
ca
pa
city
fo
r H
S/T
Se
ctio
nM
a4
30
9.5
lbf-
info
r 1
5/8
in u
nis
tru
t P
10
00
T 1
2G
A
Ma
x sp
aci
ng
of
an
cho
rs n
ext
to
str
ap
Sa
nch
or
4in
Ma
x d
ista
nce
of
en
d a
nch
ors
to
th
e e
nd
of
un
istr
ut
Da
nch
or
6.5
in
5.1
Sid
e t
o S
ide
Dir
ect
ion
Un
istr
ut
on
on
e s
ide
re
sist
ing
str
ap
fo
rce
by
be
nd
ing
in
ve
rtic
al
dir
ect
ion
Ult
ima
te m
om
en
t in
un
istr
ut
du
e t
o s
tra
p f
orc
eM
u1
91
8.7
7lb
f-in
Mu
1 =
Fss
*S a
nch
or/
4
Un
bra
ced
len
gth
L4
in
Ca
pci
ty r
ed
uct
ion
fa
cto
rf
1p
er
un
istr
uct
ca
talo
g p
ag
e 5
6 f
or
P1
00
0 b
ea
m.
Un
istr
ut
ult
ima
te b
en
din
g c
ap
aci
tyØ
Mn
60
33
.30
lbf-
inØ
Mn =
f*
1.4
*M
a
De
ma
nd
ca
pa
city
ra
tio
DC
R0
.15
O.K
.D
CR
= M
u1/Ø
Mn
Un
istr
ut
on
th
e o
the
r si
de
re
sist
ing
se
ism
ic s
he
ar
by
a
nch
or
she
ar
5.2
Fro
nt
to B
ack
Dir
ect
ion
Un
istr
ut
on
ea
ch s
ide
re
sist
ing
str
ap
fo
rce
by
be
nd
ing
in
ve
rtic
al
dir
ect
ion
Ult
ima
te m
om
en
t in
un
istr
ut
du
e t
o s
tra
p f
orc
eM
u1
12
55
.47
lbf-
inM
u1 =
Ffb
*S a
nch
or/
4
Un
bra
ced
len
gth
L4
in
Ca
pci
ty r
ed
uct
ion
fa
cto
rf
1p
er
un
istr
uct
ca
talo
g p
ag
e 5
6 f
or
P1
00
0 b
ea
m.
Un
istr
ut
ult
ima
te b
en
din
g c
ap
aci
tyØ
Mn
60
33
.30
lbf-
inØ
Mn =
f*
1.4
*M
a
De
ma
nd
ca
pa
city
ra
tio
DC
R0
.21
O.K
.D
CR
= M
u1/Ø
Mn
Page 6.12
-
Pro
ject
Na
me
:C
al.
No
.:2
01
5-0
93
2-D
C-0
01
, r0
Pro
ject
No
.:O
rig
ina
tor:
JY
Ite
m:
Re
vie
we
r:M
T
Co
nfi
gu
rato
in N
o.:
Da
te:
4/1
0/2
01
5
To
bo
lsk
i W
atk
ins
En
gin
ee
rin
g,
Inc.
Notes:
De
scri
pti
on
Va
ria
ble
Va
lue
Un
its
Eq
ua
tio
n /
Re
fere
nce
1.
Seis
mic
fo
rce
is d
ete
rmin
ed
pe
r Se
ctio
n 1
3.3
of
ASC
E 7
.2
. St
rap
is t
ied
do
wn
by
eye
bo
lt t
o u
nis
tru
t, w
hic
h is
an
cho
red
to
sla
b b
elo
w b
y (2
) p
ost
inst
alle
d a
nch
ors
of
ma
x 4
in s
pa
cin
g.
3.
In a
dd
itio
n,
for
un
istr
ut
on
th
e s
ide
, o
ne
po
st in
sta
lled
an
cho
r is
pro
vid
ed
at
ma
x 6
.5in
fro
m e
ach
en
d.
Fre
eze
rs (
Th
erm
o F
ish
er
Scie
nti
fic)
09
32
LRF
30
3
Se
sim
ic R
est
rain
ts o
f F
ree
zers
Un
istr
ut
on
fro
nt
an
d b
ack
sid
es
resi
stin
g s
eis
mic
sh
ea
r b
y s
ide
wa
y b
en
din
g
Ult
ima
te m
om
en
t in
un
istr
ut
du
e t
o s
eis
mic
sh
ea
rM
u2
12
75
.00
lbf-
inM
u2 =
Fp/2
*0
.1*
B
Un
bra
ced
len
gth
L3
5.0
0in
L =
B+
1"
Ca
pci
ty r
ed
uct
ion
fa
cto
rf
0.9
4p
er
un
istr
uct
ca
talo
g p
ag
e 5
6 f
or
P1
00
0 b
ea
m.
Un
istr
ut
ult
ima
te b
en
din
g c
ap
aci
tyØ
Mn
56
71
.30
lbf-
inØ
Mn =
f*
1.4
*M
a
De
ma
nd
ca
pa
city
ra
tio
DC
R0
.22
O.K
.D
CR
= M
u2/Ø
Mn
6.
Ca
lcu
lati
on
of
Po
st I
nst
all
ed
An
cho
r F
orc
e6
.1 S
ide
to
Sid
e D
ire
ctio
n
An
cho
r b
olt
s o
f u
nis
tru
t o
n o
ne
sid
e r
esi
stin
g t
en
sio
n o
nly
(C
ase
1 f
or
an
cho
r ch
eck
fo
r a
n a
nch
or
gro
up
)
Ult
ima
te t
en
sio
n f
orc
e o
n a
nch
or
gro
up
du
e t
o o
vert
urn
ing
Tu
12
54
1.2
3lb
fT
u1 =
(Ω
*M
OT -
MR
.gra
v)/
S ss
En
d a
nch
or
bo
lts
of
un
istr
ut
on
th
e o
the
r si
de
re
sist
ing
sh
ea
r o
nly
wit
h p
ryin
g a
ctio
n (
Ca
se 2
fo
r a
nch
or
che
ck f
or
ind
ivid
ua
l a
nch
or)
Ult
ima
te s
he
ar
forc
e o
n a
nch
or
Vu
29
37
.50
lbf
Vu
2 =
Ω*
F p/2
Ult
ima
te p
ryin
g t
en
sio
n f
orc
e o
n a
nch
or
du
e t
o s
he
ar
Tu
2,p
ryin
g4
18
2.6
9lb
fT
u2
,pry
ing =
Vu
2*
hu
nis
tru
t/(d
un
istr
ut/
2)
6.2
Fro
nt
to B
ack
Dir
ect
ion
An
cho
r b
olt
s o
f u
nis
tru
ts o
n b
oth
sid
es
resi
stin
g t
en
sio
n a
nd
sh
ea
r (C
ase
3 f
or
an
cho
r ch
eck
fo
r a
n a
nch
or
gro
up
)
Ult
ima
te t
en
sio
n f
orc
e o
n a
nch
or
gro
up
du
e t
o o
vert
urn
ing
Tu
33
36
8.2
7lb
fT
u3 =
(Ω
*M
OT -
MR
.gra
v)/
(Sfb
/2)/
2
An
cho
r b
olt
s o
f u
nis
tru
ts o
n b
oth
sid
es
resi
stin
g s
he
ar
(Ca
se 4
fo
r a
nch
or
che
ck f
or
ind
ivid
ua
l a
nch
or)
Ult
ima
te s
he
ar
forc
e o
n a
nch
or
Vu
44
68
.75
lbf
Vu
4 =
Ω*
F p/4
Page 6.13
-
Pro
ject
Na
me
:C
al.
No
.:2
01
5-0
93
2-D
C-0
01
, r0
Pro
ject
No
.:O
rig
ina
tor:
JY
Ite
m:
Re
vie
we
r:M
T
Co
nfi
gu
rato
in N
o.:
Da
te:
4/1
0/2
01
5
To
bo
lsk
i W
atk
ins
En
gin
ee
rin
g,
Inc.
Notes:
De
scri
pti
on
Va
ria
ble
Va
lue
Un
its
Eq
ua
tio
n /
Re
fere
nce
1.
Un
it B
asi
c In
form
ati
on
Un
it w
eig
ht
Wp
11
00
lbf
pe
r u
nit
cu
t sh
ee
t
Un
it w
idth
B5
6.5
inp
er
un
it c
ut
she
et
Un
it d
ep
thD
31
.5in
pe
r u
nit
cu
t sh
ee
tU
nit
he
igh
tH
79
.23
inp
er
un
it c
ut
she
et
Ca
ste
r o
ut
to o
ut
dis
tan
ceD
c2
3.2
inp
er
un
it c
ut
she
et
Un
istr
ut
spa
cin
g in
sid
e t
o s
ide
dir
ect
ion
Sss
59
.13
inS s
s =
B+
1"+
1 5
/8"
Un
istr
ut
spa
cin
g in
fro
nt
to b
ack
dir
ect
ion
Sfb
24
.83
inS f
b =
Dc+
1 5
/8"
CG
loca
tio
nH
cg5
2.8
2in
Hcg
= H
*2
/3
CG
ecc
en
tric
ity
in s
ide
to
sid
e d
ire
ctio
ne
ss5
.65
ine
ss =
0.1
B
CG
ecc
en
tric
ity
in f
ron
t to
ba
ck d
ire
ctio
ne
fb3
.15
ine
fb =
0.1
D
He
igh
t o
f u
nis
tru
t p
lus
an
gle
sh
ort
leg
hu
nis
tru
t3
.63
inp
er
un
istr
ut
cata
log
ue
De
pth
of
un
istr
ut
du
nis
tru
t1
.63
inp
er
un
istr
ut
cata
log
ue
2.
Se
ism
ic F
orc
e C
alc
ula
tio
n
Sho
rt p
eri
od
sp
ect
ral r
esp
on
se a
cce
lera
tio
nS
DS
2.5
0
Ave
rag
e r
oo
f h
eig
ht
of
stru
ctu
reh
1n
orm
aliz
ed
he
igh
tH
eig
ht
in s
tru
ctu
re o
f co
mp
on
en
t a
tta
chm
en
tz
0n
orm
aliz
ed
he
igh
t
Co
mp
on
en
t re
pso
nse
am
plic
ati
on
fa
cto
ra
p2
.5
Co
mp
on
en
t re
pso
nse
mo
dif
ica
tio
n f
act
or
Rp
6
Ove
rstr
en
gth
fa
cto
rΩ
2.5
Co
mp
on
en
t im
po
rta
nt
fact
or
I p1
Seis
mic
de
sig
n f
orc
eF
p4
58
.33
lbf
Eq
. 1
3.3
-1
Ma
x se
ism
ic d
esi
gn
fo
rce
Fp
,ma
x4
40
0.0
0lb
fE
q.
13
.3-2
Min
se
ism
ic d
esi
gn
fo
rce
Fp
,min
82
5.0
0lb
fE
q.
13
.3-3
Fin
al s
eis
mic
de
sig
n f
orc
eF
p8
25
.00
lbf
min
(Fp
,ma
x, m
ax(
F p,
F p,m
in))
1.
Seis
mic
fo
rce
is d
ete
rmin
ed
pe
r Se
ctio
n 1
3.3
of
ASC
E 7
.2
. St
rap
is t
ied
do
wn
by
eye
bo
lt t
o u
nis
tru
t, w
hic
h is
an
cho
red
to
sla
b b
elo
w b
y (2
) p
ost
inst
alle
d a
nch
ors
of
ma
x 4
in s
pa
cin
g.
3.
In a
dd
itio
n,
for
un
istr
ut
on
th
e s
ide
, o
ne
po
st in
sta
lled
an
cho
r is
pro
vid
ed
at
ma
x 6
.5in
fro
m e
ach
en
d.
Fre
eze
rs (
Th
erm
o F
ish
er
Scie
nti
fic)
09
32
LRF
45
4a
Se
sim
ic R
est
rain
ts o
f F
ree
zers
Page 6.14
-
Pro
ject
Na
me
:C
al.
No
.:2
01
5-0
93
2-D
C-0
01
, r0
Pro
ject
No
.:O
rig
ina
tor:
JY
Ite
m:
Re
vie
we
r:M
T
Co
nfi
gu
rato
in N