HomeMy WebLinkAboutPermit M11-028 - JC PENNEYJ C PENNEY
1249 SOUTHCENTER MALL
EXPIRED
12 -13 -11
M11-028
City (*Tukwila
Department of Community Development
6300 Southcenter Boulevard, Suite #100
Tukwila, Washington 98188
Phone: 206 - 431 -3670
Inspectio n Request Line: 206- 431 -2451
Web site: http: / /www.ci.tukwila.wa.us
MECHANICAL PERMIT
Parcel No.: 9202470010
Address: 1249 SOUTHCENTER MALL TUKW
Project Name: J C PENNEY
Permit Number: M11 -028
Issue Date: 03/30/2011
Permit Expires On: 09/26/2011
Owner:
Name: WESTFIELD PROPERTY TAX DEPT
Address: PO BOX 130940 , CARLSBAD CA 92013
Contact Person:
Name: LARRY MAYOTTE
Address: 22745 29TH DR SE, SUITE 100 , BOTHELL WA 98021
Email: LAWRENCE.A.MAYOTTE @JCI.COM
Contractor:
Name: JOHNSON CONTROLS, INC.
Address: PO BOX 2012 , MILWAUKEE, WI 53201
Contractor License No: JOHNSC *2720S
Phone: 425 419 -3916
Phone: 425 - 827 -7810
Expiration Date: 10/23/2012
DESCRIPTION OF WORK:
REPLACEMENT OF B.A.C. COOLING TOWER WITH CUSTOMER PROVIDED EVAPCO COOLING TOWER.
Value of Mechanical: $99,400.00
Type of Fire Protection: UNKNOWN
Electrical Service Provided by:
Permit Center Authorized Signature:
Fees Collected:
International Mechanical Code Edition:
Date:
$1,309.56
2009
l
I hereby certify that I have read and examin- ` this pe J t and know the same to be true and correct. All provisio o law an ordinances
governing this work will be complied with, whether s / cified herein or not.
The granting of this permit does not presume to give authority to violate or cancel the provisions of any other state or local laws regulating
construction or the performance of work. I am authorized to sign and obtain this mechanical permit and agree to the conditions on the
back of this permit.
Print Name:
/qeg 4 ,j4 iciyeTrap
This permit shall become null and void if the work is not commenced within 180 days from the date of issuance, or if the work is suspended
or abandoned for a period of 180 days from the last inspection.
Date: _006(
doc: IMC -4/10
M11-028 Printed: 03 -30 -2011
•
PERMIT CONDITIONS
Permit No. M11-028
1: ** *BUILDING DEPARTMENT CONDITIONS * **
2: No changes shall be made to the approved plans unless approved by the design professional in responsible charge and the
Building Official.
3: All permits, inspection records, and approved plans shall be at the job site and available to the inspectors prior to
start of any construction. These documents shall be maintained and made available until final inspection approval is
granted.
4: The special inspections for steel elements of buildings and structures shall be required. All welding shall be done by
a Washington Association of Building Official Certified welder.
5: Installation of high- strength bolts shall be periodically inspected in accordance with AISC specifications.
6: When special inspection is required, either the owner or the registered design professional in responsible charge,
shall employ a special inspection agency and notify the Building Official of the appointment prior to the first
building inspection. The special inspector shall furnish inspection reports to the Building Official in a timely manner.
7: A final report documenting required special inspections and correction of any discrepancies noted in the inspections
shall be submitted to the Building Official. The final inspection report shall be prepared by the approved special
inspection agency and shall be submitted to the Building Official prior to and as a condition of final inspection
approval.
8: All construction shall be done in conformance with the approved plans and the requirements of the International
Building Code or International Residential Code, International Mechanical Code, Washington State Energy Code.
9: Manufacturers installation instructions shall be available on the job site at the time of inspection.
10: All plumbing and gas piping work shall be inspected and approved under a separate permit issued by the City of Tukwila
Building Department (206- 431 - 3670).
11: All electrical work shall be inspected and approved under a separate permit issued by the City of Tukwila Building
Department (206- 431- 3670).
12: VALIDITY OF PERMIT: The issuance or granting of a permit shall not be construed to be a permit for, or an approval of,
any violation of any of the provisions of the building code or of any other ordinances of the City of Tukwila. Permits
presuming to give authority to violate or cancel the provisions of the code or other ordinances of the City of Tukwila
shall not be valid. The issuance of a permit based on construction documents and other data shall not prevent the
Building Official from requiring the correction of errors in the construction documents and other data.
doc: IMC -4/10
M11-028 Printed: 03 -30 -2011
CITY OF TUKIh,.A
Community Development Department
Permit Center
6300 Southcenter Blvd., Suite 100
Tukwila, WA 98188
httol/www.ci.tukwila.wa.us
Mechanical Permit No. % f'
Project No.
(For office us e only)
MECHANICAL PERMIT APPLICATION
Applications and plans must be complete in order to be accepted for plan review.
Applications will not be accepted through the mail or by fax.
* *please print **
SITE LOCATION
Site Address: 1 2 MAC_
King Co Assessor's Tax No.:
Suite Number: Floor:
Tenant Name: A3k) New Tenant: El Yes j,..No
Property Owners Name: to-es.t -f t t Id :f rou p
Mailing Address:
City
State
Zip
CONTACT PERSON — who do we contact when your permit is ready to be issued
Name: LA eel K'U' foirr
Day Telephone: 426- - 911 - .31 l (o
Mailing Address: 22.7 1 S 2'1 1-"' r `]r , SO,-t /OD 6c nl _ COA �F,c�21
City State Zip
Fax Number: 42 S" - 301 e, - (c /1,56
E -Mail Address: / 4 ' .e €.nst C.. /4_ k.4 A t(o rrr j C t t e i -
MECHANICAL CONTRACTOR INFORMATION
Company Name:
Mailing Address:
1►Jc-
2774 21'n1 t2 �� 5 :7 100 -Z4:571-1FLA
City
Contact Person: 1At2J2-` /WA 7T
�JA
State
18ort
Zip
Day Telephone: zas - y ►y - 351(0
E -Mail Address: / At.o czeA3ce_ , A . 4 /o rrE_ 1. c vr^i Fax Number: Li ZS - 3r1h - (0`1SZ)
10[2,[ Ls
Contractor Registration Number: 30 Y 'vee t •f-1 Lc‘,
Expiration Date:
ARCHITECT OF RECORD — All plans must be stamped by, architect of record
Company Name:
Mailing Address:
City
Contact Person: Day Telephone:
E -Mail Address: Fax Number:
State
Zip
ENGINEER OF RECORD — All plans must be stamped by engineer of
ecord
Company Name:
Mailing Address:
Contact Person:
A 60 As Y r'l1 0N(; i, a.i t,zj.-1,vC+l L_I__L
7Ioc i17 *" Ave .-*C-- 2cl_ 6f.t.LCva:..
City State Zip
Day Telephone: LIZS- - u6/2. - 41441
LA) RCN
. i1ABtJ Lk)°AAA( k
E -Mail Address: 61A a1.. We?AAALL (( ARcvAg1n . ccw1 Fax Number: 4Z5 - y(OL. - '1415-1
H :\Applications\Forns- Applications On Line \2010 Applications \7 -2010 - Mechanical Permit Application.doc
Revised. 7-20W
bh
Page 1 of 2
• •
Valuation of project (contractor's bid price): $ �1� 400 "na'
Scope of work (please provide detailed information): RQp,_AcpM(nor etr Z.A C. CooLIA(.14 -TOWER
W1--0% (vsrnnnr.2 eaevioro CVAPU A3c-, TOWER.
Use: Residential: New ❑ Replacement ❑
Commercial: New ❑ Replacement
Fuel Type: Electric gi Gas ❑ Other:
Indicate type of mechanical work being installed and the quantity below:
Unit Type:
Qty
Unit Type:
. Qty
Unit Type:
Qty
Bioler /Compressor
Qty
furnace <100k btu
air handling unit
>10,000 cfm
fire damper
0 -3 hp /100,000 btu
furnace >100k btu
evaporator cooler
1
diffuser
3 -15 hp /500,000 btu
floor furnace
ventilation fan connected
to single duct
thermostat
15 -30 hp /1,000,000
btu
suspended/wall/floor
mounted heater
ventilation system
wood/gas stove
30 -50 hp /1,750,000
btu
appliance vent
hood and duct
emergency
generator
50+ hp /1,750,000 btu
repair or addition to
heat/refrig/cooling system
Incinerator — domestic
ee meical
eqghuipp mennhant
air handling unit <10,000
cfm
incinerator — comm/ind
'PERMITIAPPLICATIOWNOTES -
Value of construction — in all cases, a value of construction amount should be entered by the applicant. This figure will be reviewed and is subject
to possible revision by the permit center to comply with current fee schedules.
Expiration of plan review — applications for which no permit is issued within 180 days following the date of application shall expire by limitation.
The building official may grant one extension of time for additional periods not to exceed 90 days each. The extension shall be requested in writing
and justifiable cause demonstrated. Section 105.3.2 international building code (current edition).
I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE UNDER
PENALTY OF PERJURY BY THE LAWS OF THE STATE OF WASHINGTON, AND I AM AUTHORIZED TO APPLY FOR THIS PERMIT.
BUILDING OWNER OR AUTHORIZED AGENT:
Signature:
Print Name:
\k\N‘ 414)A-/\ ��OY
Mailing Addr ess:
Date Application Accepted: d ?, /,
De 5E
Date: 2 I 1 \
Day Telephone: 'I2- S 1 I `' 3 I Ib
-14141 I
City
�,pc 95oz1
State Zip
Date Application Expires: 08415-iii
Staff Initials,4 ki
H:\Applications\Forms- Applications On Line\2010 Applications \7 -2010 - Mechanical Permit Application.doc
Revised: 7 -2010
bh
Page 2 of 2
•
City of Tukwila
Department of Community Development
6300 Southcenter Boulevard, Suite #100
Tukwila, Washington 98188
Phone: 206-431-3670
Fax: 206 - 431 -3665
Web site: http:/lwww.ci.tulcwita.wa.us
RECEIPT
Parcel No.: 9202470010 Permit Number: M11 -028
Address: 1249 SOUTHCENTER MALL TUKW Status: PENDING
Suite No: Applied Date: 02/25/2011
Applicant: J C PENNY Issue Date:
Receipt No.: R11 -00346
Payment Amount: $1,309.56
Initials: LAW Payment Date: 02/25/2011 11:37 AM
User ID: 1632 Balance: $0.00
Payee: JAN GOUGH
TRANSACTION LIST:
Type Method Descriptio Amount
Payment Credit Crd VISA
Authorization No. 095464
ACCOUNT ITEM LIST:
Description
1,309.56
Account Code Current Pmts
MECHANICAL - NONRES 000.322.102.00.00
PLAN CHECK - NONRES 000.345.830
Total: $1,309.56
1,047.65
261.91
doc: Receiot -06 Printed: 02 -25 -2011
4SPECTiONRECCR/,4 LI � 6Z1 }R p y pmit
INSPECTION NO.
PERMIT NO.
.. CITY' OF TUKWILA BUILDING DIVISION
6300 Southcenter Blvd., #100, Tukwila. WA 98188 ‘e- (206) 431 -3670
Permit Inspection Request Line (206) 431 -2451
Proj ct:
6e. �ENi,.)F9
Typ�a�o,f Inspection:
f���Gq'
Date Called:
C
AJ me J,
Adi 2, ..±49 S M. ,
C
, ! _
Special Instructions: y
r 1 �/ la
Date Wanted: — I
— •�.m.:
—1/
Req
/ c.
12
Phone No
4ZS -1
15 -31,t,61
Approved per applicable codes. a Corrections required prior to approval. - —
CO MMENTS:
(2)
R t nn l J % p 4/4AL -J
0; n I IAaiG - 0 re 6 /
r 1 �/ la
- 0^, A
r
z
Rte. - ;NJ
-apVAltq
1
nspect • f:
Dat :
ri EINS ° ECTION FEE REQUI' D. Prior to r1ext inspection, fee must be
t aid . t 6300 Southcenter. Blvd Suite 100. Call to schedule reinspection.
waRa.��VfY
AAAA
25'
90'
Mechanical Mezzanine
65'
250'
10
co
'c�
REVIEWED FOR
� ��OMPLIANCE
t,u -,1 (, 1 4c, t ;
Cityof Tukwila
BUILDINR nriiicrnn►
oacENED
FEB 25 2011
QERMR CENTER
Drawing Title
Visio - Roof Plan
REFERENCE DRAWING
Santa Enginaar prop,. Manapar
Larry Mayotte
NO.
ApnII ation Enpnwr
Project Title
JC Penny Cooling Tower
Replacement
J'.
Johnson /� fi
Controls
REVISION - LOCATION
DRAWN
BY LM I DATE 2/24/2011
Branch Information
ECN DATE
BY
APPROVED
BY I DATE
CONTRACT NUMBER
1- 2293827498
DRAWING NUMBER
Roof Plan
Structural Calculations for Permit Submittal
JC Penney Cooling Tower
REVIEWED ANCE
CODE COMPLIANCE
AcconvFo
MAiK 21 1011
City of Tukwila
BUILDING fIVlClflna
1200 Southcenter Mall
Tukwila, WA
Client: Abossein Engineering
Date: February 2, 2011
ECEVED
CITY OF TUKWIL4
'FEB 2.5.2011,
PERMIT CENTER
irnl -Od8'
Seismic Design Loads (ASCE 7 -05)
for attachment of Mechanical Equipment at roof
OCCUPANCY CAT. 1 . Table 1 -1
IMP. FACTOR 1 Table 11.5 -1
SITE CLASS d Table 20.3 -1 SEISMIC
Rp = 6.0 Table 13.6 -1 DESIGN CATEGORY D 11.6.1.1
ap = 2.5 Table 13.6 -1
S8= 1.423
S1= 0.487
Fa = 1.00 Table 11.4 -1
F„ = 1.51 Table 11.4 -2 hx/r 1.0
Sos= 0.949
Sp,= 0.491
FPuLr=
FPnsn=
0.474 xW
0.339 xW
Vertical Design Loads
Eqn. 13.3 -1
FPmin=
Fp,naX
0.28 xW
1.52 xW
Live Loads
Snow (roof) 25 psf
Project:
JC Penney Date: 2/1/2011
Southcenter Project #: 0029 - 2011 -02
Design: EAF
Sheet Criteria 1
Wind Design Loads (ASCE 7 -05)
Method 2 - Analytical Procedure
Exposure b Roof Angle = 0 degrees
V= 05 mph Ground to top of roof 50 ft
Kd= 0.85 Table 6-4 Bottom of roof to top of roof 0 ft
I= 1 (mean roof height) h= 50 ft
G= 0.85 6.5.8.2
Kt= 1.00
Section 6.5.15.1
F= 1.9xgZGCfAf Egn.6 -28
q:
C+f
14 psf
1.4
F= 31.7 psf xAf
Pressures:
Pressure Coefficients
from Figure 6-6:
Bldg Face Cp
Windward Wall 0.8
Leeward Wall -0.5
Windward Roof 0
Leeward Roof -0.6
*Note= Cp values are conservative
worst case values
Ht
Kz
qZ
Pwwwalls
Phinvalis
PwaUs (Psf)
0 -15
0.57
8.96
6.09
5.41
11.51
15 -20
0.62
9.75
6.63
5.41
12.04
20-25
0.66
10.38
7.06
5.41
12.47
25 -30
0.7
11.01
7.48
5.41
12.90
50
0.81
12.73
8.66
5.41
14.07
P.m roof
Pew roof
Proof (psf)
0.00
6.49
6,49
Project
JC Penney Date: 2/1 /2011
Southcenter Project #: 0029 - 2011 -02
Design: EAF
Sheet Criteria 2
Conterminous 48 States
2005 ASCE 7 Standard
Latitude = 47.45863
Longitude = - 122.25536
Spectral Response Accelerations Ss and S1
Ss and S1 = Mapped Spectral Acceleration Values
Site Class B - Fa = 1.0 ,Fv = 1.0
Data are based on a 0.05000000074505806 deg grid spacing
Period Sa
(sec) (g)
0.2 1.423 (Ss, Site Class B)
1.0 0.487 (S1, Site Class B)
Conterminous 48 States
2005 ASCE 7 Standard
Latitude = 47.45863
Longitude = - 122.25536
Spectral Response Accelerations SMs and SM1
SMs = Fa x Ss and SM1 = Fv x S1
Site Class D - Fa = 1.0 ,Fv = 1.513
Period Sa
(sec) (g)
0.2 1.423 (SMs, Site Class D)
1.0 0.737 (SM1, Site Class D)
Conterminous 48 States
2005 ASCE 7 Standard
Latitude= 47.45863
Longitude = - 122.25836
Design Spectral Response Accelerations SDs and SDI
SDs= 2/3x SMs and SD1 = 2 /3xSM1
Site Class D- Fa= 1.0,Fv =1.513
Period Sa
(sec) (g)
0.2 0.949 (SDs, Site Class D)
1.0 0.491 (SDI, Site Class D)
CR3
sp� D
�
17L
p e r _
p r 1, 11
114 CO
�D121G
'
(() CoO�l►�G TO w6i2
/ U nl 1 "iff. : Lbl M s s i d m 3
Ct- j -1A4 AtsD_A7til,Crt
nl (-tW7 41 N 17-15 ,
-
j New
4
oie tot,*
A
4 =
(-0 D✓,
l
S ' 423,!//z
311-1 2-1.10
4
i/i I/a
aCo.-/ Itzou
//2:
—
.
(WS-1,W!
a .r
. g of 4-
�' _ (f Z. >..7?-..o
_
- 7' = 1 -
l i_x 2r'
�f i t. 3
.
177-7k0.3 S_ . -- _ PEA-A4
A 517EFQ.1
-d.
.1 Z
F►2A-ME._.
> W S
P4v I b _
PL,L,uii-1
?-1
CI
-- ,--,--FM.A'i?
—
(E����t� ,
,_ ..r _�
•
_
Cow- J
Kt
Li
•
iiil-Pg4
.
�.
UOI$ 01 J h G i_S�/ �,>• i2.1 .636."
O L
0
' Illti
ii/
Mii
1
EX(611tJ r
. , 1 N_C_ UIJ ►
M 1'Z
WI : 2.0.
+SJp _ Y�--r
u) =-_ _ Q. 55
to i'o , J- - :
. — 42.3, ,1�'r.
M 0b.
i UNLIT, :W_
: 0‹_
- 4qr
. < Qc (S NGt = ICI**
/MS' r.T1
da��..41��
∎•►... �._
H ;- k
tiq .0 ..
, OT-. _
_ !M1h? - Pu
T71 I2.:bo..
/.) _774. ,
:
oT'_;..
_
M,, 3
0 .*1 211:
:
-L
U
to a
l
.FRANK.
FRANK CO.
4742 42nd Ave SW #297
Seattle, WA 98116
Ph_ 206579.8160
Pro, J
Peinn 30-IA-HA newly(
0-1Z- 11
Date
009 —Zo1 1 02—
Prof. No�
Design
Sheet
0.3361( Up 1404+)
(ku.ew�,,�
31.1-
�C219
I'k - CO 500 . 6-At to
0E:
. ... -T188
A-551A (6) 5%b
01101e . 136
spy
.pL -2s
6 Disr
- aUev)
Valluv)
4 T - i4j Pr.
e 4 Pt( /1/40-7-1
ce-raie_ 1341-
2.60611 w�o
(NsP11-416 i
471-
Noe
O s/j
21,V)
-FRANK.
FRANK CO.
4742 42nd Ave SW #297
Seattle, WA 98116
•
Ph: 206579.8160
Project I Scolitekrw---
Date 7-11 II(
00 ZCI ZO I I -oz
Prof. Na
2
Design
Sheet
-.423
Loads: BLC 1, 1
Results for LC 1,
1111111111111 111E111111 11111
A.
•
IIIIIHIIIIIII__1111111
1 1 . Lim!
• •..... •
■ ■ ■1 Nv •
ilimm11111111 19E111
11E1 • • • ILA I
"liaigniTh
■ t■
IMP ,1I,II,Ij,Al,��i, . W !a P.1M�1,1.,1^R. me �maac �1�
Feb 2, 2011 at 9;50 AM
61 r2d
Beam: M2
Shape:
Material:
Length: 18.25 ft
I Joint: N2
J Joint: N3 41 .0 �'
LC 1:
Code Check: 0.814 (bending)
Report Based On 97 Sections
A k
fa ksi
3.86 at O ft
V k
-3.86 at 18.25 ft
11.355 at 9.125 ft
fc ksi
.215 at 18.06 ft
.4 at 18.25 ft
M k -ft
- 17.211 at 9.125 ft
-.215 at 18.06 ft
- 11.355 at 9.125 ft
ksi
AISC ASD 9th Ed. Cock Check
Max Bending Check 0.814 Max Shear Check 0.093
Location 9.125 ft Location 18.25 ft
Equation H1 -2 Max Defl Ratio L/466
Compact
Fy 50 ksi Out Plane In Plane
Fa 4.938 ksi Cm .85
Ft 30 ksi Lb 18.25 ft 18.25 ft
Fb 13.95 ksi KL/r 173.895 62.638
Fy 20 ksi Sway No No
Cb 1
L Comp Flange 18.25 ft
4
EVAPCO, INC. LE.... c°
UNIT
COOLING TOWER
MODEL #
AT- 29-121 -
SCALE
I DWG. # 4 T309212DRB -ST
REV.
I
DATE
1 11/11/2010 I
SERIAL #
'
NOTES:
1. (M)- FAN MOTOR LOCATION
2. HEAVIEST SECTION IS UPPER SECTION
3. MPT DENOTES MALE PIPE THREAD
FPT DENOTES FEMALE PIPE THREAD
Q'1)
ACCESS DOOR
(M)
AOCESS DCOR
BFW DENOTES BEVELED FOR WEL ' I
4. +UNIT WEIGHT DOES NOT INCLUD'
ACCESSORIES (SEE ACCESSORY D • • I S)
5. MAKE -UP WATER PRESSURE 20 psi MIN [137 kPa), 50 psi MAX [344 kPa
[ 25781]/2
VIE
6jt'*+
ii1i� gi
= _ =
_
x.111
`
I�
=
=
`�`
// =���/
21' -O"
/ 8 —
[ 6401]
FACE 1
[543j
m
' 51
:e.
An
J LLTJL -J
, A
[ ]
841/2
[ 2148 ]
-3 4"
]
-
`.
12'
[ 3677
1 4
J
63
[ 1600 ]
a
��Ia
_ II
[ 1600 ]
�WAYt���w�
...:....:.:.:.:.:.
60
99
[2527]
1/2
z (sol MPT.
IjIIIIIIIIIIIII
....••..
.•.00.4,00
..•.•. �. ,. �. ,..
.••,•1.•.1.1.1•
• •.e••.•
41004.,.x.400
�. •...�.,.;4.,.152
.�.�.•.�.�.�.�.
;'iIiIIFIiIIf1I!
8' -5 1/2"
23 1/8
/
[ 587 ]
/
[ 3787
71/2—'
[ 19b]
3/8
8
3
[ 92
5/g
]
_
/
[ 133]
[ 229] —'
..E._.
F
7 [ER FPT
OVERFLOW
3 Iso7 FPT
DRAIN
[ 1600 ]
s BFW /GVD
OUTLET
21'-0"
[ 1600 ]
[ 2578 J
' [ 10 ] [ 6401 ]
>FACEA FACE 1
SHIPPING
WEIGHT 9200 Ibs+ [4173] kg+
OPERATING
I WEIGHT 16140 Ibs [7321] kg+
HEAVIEST SECTION
I WEIGHT 6410 [bs+ [2908] kg+ ]
N0. OF SHIPPING SECTIONS
2
• Cooling Tower Data Sheet
JCPenney
Project JCP Seattle WA #0969
Equipment Reference:
Product Type: AT- Cooling Tower
Rick Froebe
Texas AirSystems, Inc.
2932 West Story Road
Irving, TX, 75038, USA
972 - 570-4700 Fax: 9725704207
Selection Criteria
Capacity (Tons): 600.00
Capacity (MBH): 9,000.000
Fluid: Water
Flow (GPM): 1,800.0
Entering Fluid Temp (F): 95.00
Leaving Fluid Temp (F): 85.00
Wet Bulb (F): 66.00
Date: 11/11/10 Page: 1
IBC Design Criteria
Seismic Design Force (g)
Velocity Pressure (psf)
CTI Certified Selection
Qty Model Capacity Percent Capacity
(Tons)
1 AT -29 -121 684.00 114.0
All Weights, Dimensions and Technical Data are Shown per Unit
# Fans: 2 Overall Length: 21' 0.000"
# Fan Motors @ HP: (2) @ 7.50 (460/3/60) Overall Width: 8' 5.500"
# Heaters @ kW: (2) @ 7.00 Overall Height 12' 0.750"
Air Flow (CFM): 91,800
Inlet Pressure Drop (PSI): 2.8 Operating Weight (Ibs): 15,940
Evaporated Water Rate (gpm): 14.4 Shipping Weight (Ibs): 9,000
Heaviest Section (Ibs): 6,210
Options Selected:
IBC Compliant up to 1g
Ladder
Ladder Extension : 3 foot
Sump Sweeper Piping
Vibration Switch
304 Stainless Steel Cold Water Basin
El. Heaters (OF / -18C ambient) (2) @ 7 kW
Fan Motor. Inverter Duty
iES Version: June 2010
EVAPCO, INC.
eY= c°
' STEEL SUPPORT CONFIGU' '
1 UNIT' 8.5x21 INDUCED DRAFT TOWERS
I DWG. # SLIX0921 -DC
51
CI) iI
/ 66
1391
]
66 3/4
"` [ 51 ] C/L OF UNIT LOAD
716
[ 21/
99 537]8
[
C/L OF MOUNTING
[ ]
j'--- [ ]
[ ]
��
[ r
[ 1391 ]
HOLES
—
1
/- UNIT OUTLINE
PIP
[ 8,
4
[4178 -`'
13/16
[ 21 ]
f
,
1
(12)0 3/4" [19mm]
MOUNTING HOLES
-
UNIT
[ 21/]16 MO
PLAN VIEW
NOTES:
1. BEAMS SHOULD BE SIZED IN ACCORDANCE WITH AC • 9 • UCTURAL PRACTICE 6. ANCHORING ARRANGEMENT SHOWN HAS A MAXIMUM WIND RATING OF 60 PSF [2.87 )(Pal ON
MAXIMUM DEFLECTION OF BEAM UNDER UNIT TO B:4lit:r7. F U 1 ' • ' s • w D 1/2" [13mm]. CASED VERTICAL SURFACES.
2. DEFLECTION MAY BE CALCULATED BY USIN I. 55% OF THE OPERATING WEIG AS 7. THE FACTORY RECOMMENDED STEEL SUPPORT CONFIGURATION IS SHOWN. -
A UNIFORM LOAD ON EACH BEAM. SEE CER - • " IGHT. CONSULT THE FACTORY FOR ALTERNATE SUPPORT CONFIGURATIONS.
3. SUPPORT BEAMS AND ANCHOR HARDWARE ARE TO BE FURNISHED BY OTHERS. 8. UNIT SHOULD BE POSITIONED ON STEEL SUCH THAT THE ANCHORING HARDWARE FULLY
ANCHOR HARDWARE TO BE ASTM - A325 518" [16mm] BOLT OR EQUIVALENT. PENETRATES THE BEAM'S FLANGE AND CLEARS THE BEAM'S WEB.
4. BEAMS MUST BE LOCATED UNDER THE FULL LENGTH OF THE PAN SECTION.
5. SUPPORTING BEAM SURFACE MUST BE LEVEL DO NOT LEVEL THE UNIT BY
PLACING SHIMS BETWEEN THE UNIT MOUNTING FLANGE AND THE SUPPORTING BEAM.
WEIGHTS
DO NOT USE FOR CONSTRUCTION. REFER
TO FACTORY FOR CERTIFIED DIMENSIONS
SECTION DATA
FAN MOTOR HORSEPOWER
APPS
Oper.
Heaviest
Section
(Surface)
Net Wt.
Minimum
Sedion
Clearance
Dimensions
MODEL TMA
0" ESP
%" ESP
14" ESP
MODEL
TPA
14" ESP 0" ESP
MODEL
NO
275B 40 - 100% 10614 4914
100% 10614 4914
6314 x 11714 64500
3408 . 47% 108% 114% 49%
6314 x117% 68000
63% x117% 72000
2 -15
2.15
2-20
6414 12416 131 4914
4208 79% 14016 14614 4914
4408 40 100% 100% 4396
4958 47% 108% 108% 4396
57% u11711 102000
57% x117% 105000
6414 x11714
6414 124% 124% 4314
7915 140% 14016 43%
110000 4-15 4-15 4.15 4-20 4,20
6
City of Tukwila
Jim Haggerton, Mayor
Department of Community Development Jack Pace, Director
LARRY MAYOTTE
22745 29TH DR SE, SUITE 100
BOTHELL WA 98021
RE: Permit No. M11 -028
J C PENNEY
1249 SOUTHCENTER MALL TUKW
Dear Permit Holder:
In reviewing our current records, the above noted permit has not received a final inspection by the City of
Tukwila Building Division. Per the International Building Code, International Mechanical Code, Uniform
Plumbing Code and/or the National Electric Code, every permit issued by the Building Division under the
provisions of these codes shall expire by limitation and become null and void if the building or work authorized
by such permit has not begun within 180 days from the issuance date of such permit, or if the building or work
authorized by such permit is suspended or abandoned at any time after the work has begun for a period of 180
days. Your permit will expire on 12/13/2011.
Based on the above, you are hereby advised to:
1) Call the City of Tukwila Inspection Request Line at 206 - 431 -2451 to schedule for the next or final
inspection. Each inspection creates a new 180 day period, provided the inspection shows progress.
-or-
2) Submit a written request for permit extension to the Permit Center at least seven (7) days before it is
due to expire. Address your extension request to the Building Official and state your reason(s) for
the need to extend your permit.
The Building Code does allow the Building Official to approve one extension of up to 180 days. If it is
determined that your extension request is granted, you will be notified by mail.
In the event you do not call for an inspection and/or receive an extension prior to 12/13/2011, your permit will
become null and void and any further work on the project will require a new permit and associated fees.
Thank you for your cooperation in this matter.
Sincerely,
Bill Rambo
Permit Technician
File: Permit File No. M11 -028
6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax: 206 - 431 -3665
•
• P T
PLAN REVIEW /ROUTING SLIP
ACTIVITY NUMBER: M11 -028 DATE: 02 -25 -11
PROJECT NAME: J C PENNEY
SITE ADDRESS: 1249 SOUTHCENTER MALL
X Original Plan Submittal Response to Incomplete Letter #
Response to Correction Letter #
Revision # After Permit Issued
DEPARTMENT :
auu' l in Ivl g"D' i
sion
Public Works
MA- 3 -1
Ire Prevention
Structural
Planning Division
❑ Permit Coordinator •
DETERMINATION OF COMPLETENESS: (Tues., Thurs.)
Complete
Incomplete
DUE DATE: 03-01-11
Not Applicable
Comments:
Permit Center Use Only
INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED:
Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials:
TUES/THURS ROUTING:
Please Route Structural Review Required
REVIEWER'S INITIALS:
No further Review Required
DATE:
APPROVALS OR CORRECTIONS:
Approved ❑ Approved with Conditions
Notation:
REVIEWER'S INITIALS:
DUE DATE: 03 -29 -11
Not Approved (attach comments)
DATE:
Permit Center Use Only
CORRECTION LETTER MAILED:
Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials:
Documents/routing slip.doc
2 -28 -02
Contractors or Tradespeople Per Friendly Page
•
General /Specialty Contractor
A business registered as a construction contractor with L &I to perform construction work within the scope of
its specialty. A General or Specialty construction Contractor must maintain a surety bond or assignment of
account and carry general liability insurance.
Business and Licensing Information
Name
Phone
Address
Suite /Apt.
City
State
Zip
County
Business Type
Parent Company
JOHNSON CONTROLS INC
4145247765
Attn: Ssc A33 Barb
PO BOX 2012
Milwaukee
WI
532012012
Out Of State
Corporation
UBI No. 409000328
Status Active
License No. J0HNSC *27205
License Type Construction Contractor
Effective Date 9/10/1973
Expiration Date 10/23/2012
Suspend Date
Specialty 1 General
Specialty 2 Unused
Business Owner Information
Name
Role
Effective Date
Expiration Date
ROELL, STEPHEN A
President
11/08/2010
Amount
OKARMA, JEROME DENNIS
Secretary
11/08/2010
HDG025521390
VOLTOLINA, FRANK A
Treasurer
11/08/2010
MCDONALD, ROBERT BRUCE
Vice President
11/08/2010
ACE AMERICAN
INSURANCE
COMPANY
KEYES, JAMES H
Secretary
01/01/1980
11/08/2010
KENNEDY, JOHN P
Secretary
01/01/1980
11/08/2010
OLIVER, WALTER M
Secretary
01/01/1980
11/08/2010
WILSON, JAMES F
Secretary
01/01/1980
11/08/2010
BASTIANEN, BEN C M
Treasurer
01/01/1980
11/08/2010
WILLIAMS, RONALD M
Treasurer
01/01/1980
11/08/2010
KILLIAN, WILLIAM P
Treasurer
01/01/1980
11/08/2010
LEWIS, JOSEPH W
Treasurer
01/01/1980
11/08/2010
Bond Information
Page 1 of 2
Bond
Bond Company Name
Bond Account Number
Effective Date
Expiration Date
Cancel Date
Impaired Date
Bond Amount
Received Date
5
SAFECO INS CO OF
AMERICA
2539749
10/01/2001
Until Cancelled
$12,000.00
10/23/2001
Assignment of Savings Information No records found for the previous 6 year period
Insurance Information
Insurance
Company Name
Policy Number
Effective Date
Expiration Date
Cancel Date
Impaired Date
Amount
Received Date
26
Ace American
Insurance
Company
HDG025521390
10/01/2010
10/01/2011
$1,000,000.00
09/30/2010
25
ACE AMERICAN
INSURANCE
COMPANY
HDOG24934056
10/01/2009
10/01/2010
$5,000,000.0011
/12/2009
24
ACE AMERICAN
INS CO
HDOG23746396
10/01/2008
10/01/2009
$5,000,000.0009
/12/2008
23
ACE AMERICAN
INS CO
HDOG2373283A
10/01/2007
10/01/2008
$5,000,000.00
09/17/2007
22
ILLINOIS UNION
INS CO
HDOG1723551
10/01/2005
10/01/2007
$5,000,000.0009
/29/2006
21
ILLINOIS UNION
INS CO
HD02171124A
10/01/2004
10/01/2005
$5,000,000.00
10/01/2004
https://fortress.wa.gov/lni/bbip/Print.aspx
03/30/2011
r
REVISIONS
No changes she!! be m t' t' ^ -cope
of Work rA40^-‘!t pr c r apps ovc: l r4
`r'' " ",v:la Building Division.
t: r : ^svisions will require a new plan submiffal
and may include additional plan review fees.
Criteria
General Structural Notes
The following apply unless shown otherwise on the drawings
1. ALL MATERIALS, WORKMANSHIP, DESIGN, AND CONSTRUCTION SHALL CONFORM TO THE
DRAWINGS, SPECIFICATIONS, AND THE INTERNATIONAL BUILDING CODE (2009 EDITION).
2. DESIGN LOADING CRITERIA:
RETAIL
FLOOR LIVE LOAD (DINING ROOMS AND RESTAURANTS) 100 PSF
FLOOR LIVE LOAD (STORES - RETAIL FIRST FLOOR) 100 PSF
FLOOR LIVE LOAD (STORES - RETAIL UPPER FLOORS) 75 PSF
FLOOR LIVE LOAD (STORES - WHOLESALE) 125 PSF
FLOOR CONCENTRATED LOAD (STORES) 1000 LBS
ROOF
ROOF LIVE LOAD 25 PSF
ROOF LIVE LOAD (TENANT ACCESSIBLE) 60 PSF
ROOF LIVE LOAD (PUBLIC ACCESSIBLE) 100 PSF
MISCELLANEOUS LOADS
MECHANICAL UNITS WEIGHTS FURNISHED BY MANUFACTURER
ENVIRONMENTAL LOADS
SNOW Ce =1.0, Is =1.0, Ct =1. 1, Pg =25 PSF, Pf =20 PSF
WIND I w =1.0, GCp i =O. 18, 85 MPH, EXPOSURE "B"
EARTHQUAKE ANALYSIS PROCEDURE: NON- STRUCTURAL COMPONENTS
SITE CLASS =D, Ss =1.42, Sds =0.95, S1 =0.49, SD1 =0.49,
SDC D, Ip =1.0, Ap =2.5 Rp =6.0
3. STRUCTURAL DRAWINGS SHALL BE USED IN CONJUNCTION WITH ARCHITECTURAL DRAWINGS FOR
BIDDING AND CONSTRUCTION. ARCHITECTURAL DRAWINGS ARE THE PRIME CONTRACT DRAWINGS.
ANY DISCREPANCIES FOUND AMONG THE DRAWINGS, THE SPECIFICATION, THESE GENERAL
NOTES AND THE SITE CONDITIONS SHALL BE REPORTED TO THE ARCHITECT, WHO SHALL
CORRECT SUCH DISCREPANCY IN WRITING. ANY WORK DONE BY THE GENERAL CONTRACTOR
AFTER DISCOVERY OF SUCH DISCREPANCY SHALL BE DONE AT THE GENERAL CONTRACTOR'S
RISK.
4. PRIMARY STRUCTURAL ELEMENTS NOT DIMENSIONED ON THE STRUCTURAL PLANS AND DETAILS
SHALL BE LOCATED BY THE ARCHITECTURAL PLANS AND DETAILS. VERTICAL DIMENSION
CONTROL IS DEFINED BY THE ARCHITECTURAL WALL SECTIONS, BUILDING SECTION, AND
PLANS. DETAILING AND SHOP DRAWING PRODUCTION FOR STRUCTURAL ELEMENTS WILL
REQUIRE DIMENSIONAL INFORMATION CONTAINED IN BOTH ARCHITECTURAL AND STRUCTURAL
DRAWINGS.
5. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL SAFETY PRECAUTIONS AND THE METHODS,
TECHNIQUES, SEQUENCES OR PROCEDURES REQUIRED TO PERFORM THE CONTRACTORS WORK.
THE STRUCTURAL ENGINEER HAS NO OVERALL SUPERVISORY AUTHORITY OR ACTUAL AND /OR
DIRECT RESPONSIBILITY FOR THE SPECIFIC WORKING CONDITIONS AT THE SITE AND /OR FOR
ANY HAZARDS RESULTING FROM THE ACTIONS OF ANY TRADE CONTRACTOR. THE STRUCTURAL
ENGINEER HAS NO DUTY TO INSPECT, SUPERVISE, NOTE, CORRECT, OR REPORT ANY HEALTH
OR SAFETY DEFICIENCIES TO THE OWNER, CONTRACTORS, OR OTHER ENTITIES OR PERSONS
AT THE PROJECT SITE.
6. CONTRACTOR SHALL PROVIDE TEMPORARY BRACING FOR THE STRUCTURE AND STRUCTURAL
COMPONENTS UNTIL ALL FINAL CONNECTIONS HAVE BEEN COMPLETED IN ACCORDANCE WITH
THE PLANS. CONFORM TO ASCE 37-02 "DESIGN LOADS ON STRUCTURES DURING
CONSTRUCTION ".
7. CONTRACTOR- INITIATED CHANGES SHALL BE SUBMITTED IN WRITING TO THE ARCHITECT AND
STRUCTURAL ENGINEER FOR APPROVAL PRIOR TO FABRICATION OR CONSTRUCTION. CHANGES
SHOWN ON SHOP DRAWINGS ONLY WILL NOT SATISFY THIS REQUIREMENT.
8. DRAWINGS INDICATE GENERAL AND TYPICAL DETAILS OF CONSTRUCTION. WHERE CONDITIONS
ARE NOT SPECIFICALLY INDICATED BUT ARE OF SIMILAR CHARACTER TO DETAILS SHOWN,
SIMILAR DETAILS OF CONSTRUCTION SHALL BE USED, SUBJECT TO REVIEW AND APPROVAL BY
THE ARCHITECT AND THE STRUCTURAL ENGINEER. ALL TYPICAL AND NOTES SHOWN ON
DRAWINGS SHALL APPLY, UNLESS NOTED OTHERWISE. TYPICAL DETAILS MAY NOT
NECESSARILY BE INDICATED ON THE PLANS BUT SHALL STILL APPLY AS SHOWN OR
DESCRIBED IN THE DETAILS. WHERE TYPICAL DETAILS ARE NOTED ON THE PLANS, THE
SPECIFIED TYPICAL DETAIL SHALL BE USED. WHERE NO TYPICAL DETAIL IS NOTED, IT
SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO CHOOSE THE APPROPRIATE TYPICAL
DETAIL FROM THOSE PROVIDED. THE CONTRACTOR SHALL SUBMIT ALL PROPOSED ALTERNATE
TYPICAL DETAILS TO THOSE PROVIDED WITH RELATED CALCULATIONS TO THE ENGINEER FOR
APPROVAL PRIOR TO SHOP DRAWING PRODUCTION AND FIELD USE.
I
11
11
11
11
ll
(1=) Co Nc. PL) N174.
"I AM 17132 P`M\?
REVIEWED FOR
CODE COMPLIANCE
AODDAVFD
MAR 21 2011
PL o
CityofT ila
BUILDING LgInM
Renovation
9. DEMOLITION: CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS BEFORE COMMENCING
ANY DEMOLITION. SHORING SHALL BE INSTALLED TO SUPPORT EXISTING CONSTRUCTION AS
REQUIRED AND IN A MANNER SUITABLE TO THE WORK SEQUENCES. DEMOLITION DEBRIS SHALL
NOT BE ALLOWED TO DAMAGE OR OVERLOAD THE EXISTING STRUCTURE. LIMIT CONSTRUCTION
LOADING (INCLUDING DEMOLITION DEBRIS) ON EXISTING FLOOR SYSTEMS TO 40 PSF.
10. CONTRACTOR SHALL VERIFY ALL EXISTING DIMENSIONS, MEMBER SIZES, AND CONDITIONS
PRIOR TO COMMENCING ANY WORK. ALL DIMENSIONS OF EXISTING CONSTRUCTION SHOWN ON
THE DRAWINGS ARE INTENDED AS GUIDELINES ONLY AND MUST BE VERIFIED.
Concrete
11. NON- SHRINK GROUT SHALL BE FURNISHED BY AN APPROVED MANUFACTURER AND SHALL BE
MIXED AND PLACED IN STRICT ACCORDANCE WITH THE MANUFACTURER'S PUBLISHED
RECOMMENDATIONS. GROUT STRENGTH SHALL BE AT LEAST EQUAL TO THE MATERIAL ON
WHICH IT IS PLACED (3000 PSI MINIMUM).
Steel
12. STRUCTURAL STEEL DESIGN, FABRICATION, AND ERECTION SHALL BE BASED ON:
A.AISC 360 AND SECTION 2205.2 OF THE INTERNATIONAL BUILDING CODE.
Abossein
Engineering
MECHANICAL - ELECTRICAL
FIRE PROTECTION - ENERGY
2100 112TH AVE. NE
BELLEVUE, WA 98004
PH: (425) 462 -9441
FAX: (425) 462 -9451
E -Mail: cservice@abossein.com
Website: miabossein,com
B. MARCH 18, 2005 AISC CODE OF STANDARD PRACTICE FOR STEEL BUILDINGS AND BRIDGES
AMENDED AS FOLLOWS.
1. AS NOTED IN THE CONTRACT DOCUMENTS.
2. BY THE DELETION OF PARAGRAPH 4.4.1.
3. REVISE REFERENCE FROM "STRUCTURAL DESIGN DRAWINGS" TO "CONTRACT DOCUMENTS"
IN PARAGRAPH 3.1.
C. SPECIFICATION FOR STRUCTURAL JOINTS USING ASTM A325 OR A490 BOLTS.
13. WIDE FLANGE SHAPES SHALL CONFORM TO ASTM A992, Fy = 50 KSI. OTHER ROLLED SHAPES
INCLUDING PLATES, SHALL CONFORM TO ASTM A36, Fy = 36 KSI. STEEL PIPE SHALL
CONFORM TO ASTM A -53, TYPE E OR S, GRADE B, Fy = 35 KSI. STRUCTURAL TUBING
SHALL CONFORM TO ASTM A500, GRADE B, Fy = 42 KSI (ROUND), Fy = 46 KSI (SQUARE
AND RECTANGULAR). CONNECTION BOLTS SHALL CONFORM TO ASTM A307.
14. ARCHITECTURALLY EXPOSED STRUCTURAL STEEL SHALL CONFORM TO SECTION 10 OF THE
AISC CODE OF STANDARD PRACTICE FOR STEEL BUILDINGS AND BRIDGES.
15. ALL A -325N CONNECTION BOLTS NEED ONLY BE TIGHTENED TO A SNUG TIGHT CONDITION,
DEFINED AS THE TIGHTNESS THAT EXISTS WHEN ALL PLIES IN A JOINT ARE IN FIRM
CONTACT. THIS MAY BE ATTAINED BY A FEW IMPACTS OF AN IMPACT WRENCH OR THE FULL
EFFORT OF AN IRONWORKER USING AN ORDINARY SPUD WRENCH.
16. ALL ANCHORS EMBEDDED IN MASONRY OR CONCRETE SHALL BE A307 HEADED BOLTS OR A36
THREADED ROD WITH AN ASTM 563 HEAVY HEX NUT TACK WELDED ON THE EMBEDDED END.
17. ALL WELDING SHALL BE IN CONFORMANCE WITH A. I. S. C. AND A. W. S. STANDARDS AND
SHALL BE,PERFORMED BY W.A.B.O. CERTIFIED WELDERS USING E70 XX ELECTRODES. ONLY
PREQUALIFIED WELDS (AS DEFINED BY A.W.S.) SHALL BE USED. ALL COMPLETE JOINT
PENETRATION GROOVE WELDS SHALL BE MADE WITH A FILLER MATERIAL THAT HAS A MINIMUM
CVN TOUGHNESS OF-20-FT-LBS-AT -20-DEGREES_F AND_. 40 FT_ - _LBSJALJ1 _ DEGREES F, AS
DETERMINED BY AWS CLASSIFICATION OR MANUFACTURER CERTIFICATION.
FILE COPY
Permit
Plan review approval Is stigeot to ants and omissions.
Approval of construction documents does not authorize
the violation of any adopted code or ordinance. Receipt
of approved Field Copy and is admowiedged:
BY
City Of 1Ukwila
BUILDING DIVISION
!_. _.rte .......;..__.
FACE OF SUPPORTING
MEMBER
size per
schedule
BEAM SIZE PER PLAN
SHEAR PLATE SIZE AND
BOLTS PER SCHEDULE W/
STD. ROUND HOLES
IN PLATE
Shear Plate Schedule
f LkN. V 1.El1'4
Beam
Size
No. of
Bolts
Bolt
Size
Plate
Thickness
Weld
Size
W8, W10
2
3/4"O
1/4"
3/16°
W12
3
3/4"0
1/4"
3/16"
W14
'3
3/4 "0
1/4"
3/16"
W16
4
3/4 "O
1/4"
3/16"
W18
5
WO
1/4"
3/16"
W21
4
1'10
3/8"
5/16"
W24
5
1"O
3/8"
5/16"
W27
6
1"0
3/8"
5/16"
W30
7
1"0
3 /8"
5/is"
BOLT TYPE - A325N, R MATERIAL - A36
?LAN
GAOL /NGt TDWER. )34,
492S N( (14.5 r
71525 CaAvN 660-
3/!.
J
- - -
f-3I s
1 "LB/EUnI4 4 ocJr --
CM J 41r -._.
e,'6 orPon!
Revisions:
A
8 m,A rte.?Lm4 -
Cowl Pet A kIL
(E) con....
p..rNrH.�_
570" ep A F 'S
*1W" FOR 3/4"0 BOLTS
13/4" FOR 1 "0 BOLTS
Vsi &x221
EX►s11NG lG'�if� GONG 1'Lll\1119.
it each covaler
SEPARATE PERMIT'
REQUIRED FOR: -
0 Mechanical
Electrical
Plumbing
as Piping _
City of Tukwila
C'i Pi; VI:73 A,-
Job No.: 211010
Date: 2/1/11
0001- (4 -law e TLAT or M /NCI l
CITYREOPTluveD
FEB 25 2011
nrii1-000ag
(OF 1)
MEN