HomeMy WebLinkAboutPermit PG16-0178 - CHURCH OF THE VIETNAMESE MARTYRS - GAS PIPING TO CARGO CONTAINERVIETNAMESE MARTYRS
1 V41 oll 61
6841 S 180 ST
PG16-0178
City of Tukwila
Department of Community Development
• 6300 Southcenter Boulevard, Suite #100
Tukwila, Washington 98188
Phone: 206-431-3670
Inspection Request Line: 206-438-9350
Web site: http://www.Tukwi[aWA.eov
PLUMBING/GAS PIPING PERMIT
Parcel No: 3623049087 Permit Number: PG16-0178
Address: 6841 S 180TH ST Issue Date: 12/23/2016
Permit Expires On: 6/21/2017
Project Name: VIETNAMESE MARTYRS PARISH
Owner:
2015
Name:
ARCHDIOCESE OF SEATTLE
Address:
710 9TH AVE C/O ROY ANNIE,
WA Cities Electrical Code:
SEATTLE, WA, 98104
Contact Person:
2015
Name:
TRUNG DANIEL NGUYEN
Address:
8800 39 AVE S, SEATTLE, WA, 98118
Contractor:
Name: AFFIDAVIT - KIEN NGUYEN
Address:
License No:
Lender:
Name:
Address:
Phone: (206) 369-1061
Phone:
Expiration Date:
DESCRIPTION OF WORK:
CONNECT GAS PIPING TO PREMANUFACTURED CARGO CONTAINER. 10 BURNERS
Valuation of Work: $500.00 Fees Collected: $217.76
Water District: TUKWILA
Sewer District: TUKWILA
Current Codes adopted by the City of Tukwila:
International Building Code Edition:
2015
National Electrical Code:
2014
International Residential Code Edition:
2015
WA Cities Electrical Code:
2014
International Mechanical Code Edition:
2015
WAC 296-466:
2014
Uniform Plumbing Code Edition:
2015
WA State Energy Code:
2015
International Fuel Gas Code:
2015
VL
Permit Center Authorized Signature:
Date:
I hearby certify that I have read and examined this permit and know the same to be true and correct. All
provisions of law and ordinances governing this work will be complied with, whether specified 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. 1 am authorized to sign and obtain this
development permit ree to the conditions attached to this permit.
Signature: 4 VeAa�l/��
IDate:
Print Name: I v v
This permit shall become null and void if the work is not commenced within 180 days for the date of issuance, or if
the work is suspended or abandoned for a period of 180 days from the last inspection.
PERMIT CONDITIONS:
1: ***PLUMBING/GAS PIPING PERMIT CONDITIONS***
2: No changes shall be made to applicable plans and specifications unless prior approval is obtained from the
Tukwila Building Division.
3: All permits, inspection records and applicable plans shall be maintained at the job and available to the
plumbing inspector.
4: All plumbing and gas piping systems shall be installed in compliance with the Uniform Plumbing Code and
the Fuel Gas Code.
5: No portion of any plumbing system or gas piping shall be concealed until inspected and approved.
6: All plumbing and gas piping systems shall be tested and approved as required by the Plumbing Code and
Fuel Gas Code. Tests shall be conducted in the presence of the Plumbing Inspector. It shall be the duty of
the holder of the permit to make sure that the work will stand the test prescribed before giving notification
that the work is ready for inspection.
7: Piping through concrete or masonry walls shall not be subject to any load from building construction. No
plumbing piping shall be directly embedded in concrete or masonry.
8: All pipes penetrating floor/ceiling assemblies and fire -resistance rated walls or partitions shall be protected
in accordance with the requirements of the building code.
9: Piping in the ground shall be laid on a firm bed for its entire length. Trenches shall be backfilled in thin
layers to twelve inches above the top of the piping with clean earth, which shall not contain stones,
boulders, cinderfill, frozen earth, or construction debris.
10: The issuance of a permit or approval of plans and specifications shall not be construed to be a permit for, or
an approval of, any violation of any of the provisions of the Plumbing Code or Fuel Gas Code or any other
ordinance of the jurisdiction.
11: The applicant agrees that he or she will hire a licensed plumber to perform the work outlined in this permit.
12: All new plumbing fixtures installed in new construction and all remodeling involving replacement of
plumbing fixtures in all residential, hotel, motel, school, industrial, commercial use or other occupancies
that use significant quantities of water shall comply with Washington States Water Efficiency ad
Conservation Standards in accordance with RCW 19.27.170 and the 2006 Uniform Plumbing Code Section
402 of Washington State Amendments
PERMIT INSPECTIONS REQUIRED
Permit Inspection Line: (206) 438-9350
2000 GAS PIPING FINAL
9002 ROUGH -IN GAS PIPING
CITY OF TUKW I
Community Development Department
Permit Center
• 6300 Southcenter Blvd., Suite 100
Tukwila, WA 98188
littp://www.TukwilaWA.gov
SITE LOCATION
Plumbing/Gas _ -4rmit No.
Project No.
Date Application Accepted:
Date Application Expires: _
PLUMBING I GAS PIPING 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"
King Co Assessor's Tax No.:
Site Address: �� �7 I .} VIA) I J=k Suite Number: Floor:
Tenant Name:VF-"TW&1Ag6F_ LikIM RS IM96k New Tenant: ...... Yes No
PROPERTY OWNER
Name: _
Address: 7
City:1 U L -,(-State: Zip:
CONTACT PERSON - person receiving all project
communication
Name:
Address:
City _
State: Zip:
tED
t
Phone
Fax:
Email:
fQl '_ _
Cx _ LCO
PLUMBING CONTRACTOR INFORMATION
Company Name:
Address:
City: State: Zip:
Phone: Fax:
Contr Reg No.: Exp Date:
Tukwila Business License No.:
Valuation of Project (contractor's bid price): $ C�>o
Scope of Work (please provide detailed information): P'1 ! !5 " „�4.Z 1 4c- 1kE&_pl- r\1 5,
Building Use (per Int'I Building Code):
Occupancy (per Int'l Building Code):
Utility Purveyor: Water:
H:Wpplications\Forms-Applications On Line\2011 Applications\Plumbing Permit Application Revised 8-9-11.doex
Revised: August 2011
bh
Sewer:
Page 1 of 2
Indicate type of plumbing fixtures and/o. piping outlets being installed and the quantic- ;low:
Fixture Type
Qty
Bathtub or combination
bath/shower
Dishwasher, domestic with
independent drain
Shower, single head trap
Sinks
Rain water system — per
drain (inside building)
Grease interceptor for
commercial kitchen (>750
gallon capacity)
Each additional medical
gas inlets/outlets greater
than 5
Atmospheric -type vacuum
breakers not included in
lawn sprinkler backflow
protections (1-5)
Fixture Type
Qty
Bidet
Drinking fountain or water
cooler (per head)
Lavatory
Urinal
Water heater and/or vent
Repair or alteration of
water piping and/or water
treatment equipment
Backflow protective device
other than atmospheric -
type vacuum breakers 2
inch (51 mm) diameter or
smaller
Atmospheric -type vacuum
breakers not included in
lawn sprinkler backflow
rotections over 5
PERMIT APPLICATION NOTES -
Fixture Type
Qty
Clothes washer,
domestic
Food -waste grinder,
commercial
Wash fountain
Water closet
Industrial waste
treatment interceptor,
including trap and vent,
except for kitchen type
grease interceptors
Repair or alteration of
drainage or vent piping
Backflow protective
device other than
atmospheric -type
vacuum breakers over 2
inch (51 mm) diameter
Gas piping outlets
1
Fixture Type
Qty
Dental unit, cuspidor
Floor drain
Receptor, indirect waste
Building sewer and each
trailer park sewer
Each grease trap
(connected to not more
than 4 fixtures - <750
gallon capacity
Medical gas piping
system serving 1-5
inlets/outlets for a specific
gas
Each lawn sprinkler
system on any one meter
including backflow
protection devices
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 an additional period not to exceed 180 days. The extension shall be requested in writing
and justifiable cause demonstrated. Section 103.4.3 International Plumbing 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 WNER OR AU OR GENT:
Signature: _ Date:
Print Name:N-a Day Telephone:—�'
Mailing Address C
I-- I City State ip
H:\Applications\Forms-Applications On Line\201 I ApplicationsTlumbing Permit Application Revised 8-9-1I.docx
Revised: August 2011 Page 2 of 2
bh
3
DESCRIPTIONS
PermitTRAK
ACCOUNTQUANTITY
PAID
$332.76
D16-0339 Address: 6841 S 180TH ST
Apn: 3623049087
$115.00
DEVELOPMENT
$111.75
PERMIT FEE
R000.322.100.00.00
0.00
$65.00
PLAN CHECK FEE
R000.345.830.00.00
0.00
$42.25
WASHINGTON STATE SURCHARGE
8640.237.114
0.00
$4.50
TECHNOLOGY FEE
$3.25
TECHNOLOGY FEE
R000.322.900.04.00
0.00
$3.25
PG16-0178 Address: 6841 S 180TH ST
Apn: 3623049087
$217.76
GAS
$209.38
PERMIT ISSUANCE BASE FEE
R000.322.100.00.00
0.00
$32.50
PERMIT FEE
R000.322.100.00.00
0.00
$135.00
PLAN CHECK FEE
R000.322.103.00.00
0.00
$41.88
TECHNOLOGY FEE
$8.38
TECHNOLOGY FEE
• R10017
R000.322.900.04.00
0.00
$8.38
Date Paid: Monday, December 12, 2016
Paid By: TRUNG NUGYEN
Pay Method: CREDIT CARD 08639G
Printed: Monday, December 12, 2016 2:16 PM 1 of 1
SYSTEMS
INSPECTION RECORD
Retain a copy with permit )& (2)077
IN TION NO. PERMIT NO.
CITY OF TUKWILA BUILDING DIVISION
6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670
Permit inspection Request Line (206) 438-9350
xiApproved per applicable codes. Corrections required prior to approval.
I paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection.
INSPECTION RECORD.���� ?
Retain a copy with permit
INS ON NO. PERMIT NO.
CITY OF TUKWILA BUILDING DIVISION
6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670
Permit Inspection Request Line (206) 438-9350
Project: C14 t, OF —
Dc S PTWS
T e of Inspection:
V614 -1A) iAAs Ai Or
Address
I S /'0774 sr
ate Called:
Special Instructions:
Date Wanted
1-72 e7 p.m.
Requester:
Phone No:
Z06- - 6-79- S
QZApproved per applicable codes. El I Corrections required prior to approval.
I paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection.
rr
BRODERICK
ARCHITECTS
December 6, 2016
Jerry E. Hight MCP
Building Official / City of Tukwila
6300 Southcenter Boulevard, Suite 100
Tukwila, WA 98188
r-ILM
RE: Church of the Vietnamese Martyrs / 6801 S. 180th Street
Dear Mr. Hight,
The proposed cooking container project the Church of the Vietnamese Martyrs is seeking to re -permit is
identical to the project permitted last year. As such, I have no issues with the parish re -using our stamped
drawings when applying for the 2017 permit.
I do appreciate you and your staffs diligence and thoroughness in processing our permit documents.
Please let me know if you have questions or concerns.
Sincerely,
Kevin J. Broderick, AIA
RECEIVED
CITY OF TUKWILA
DEC 12 2016
PERMIT CENTER
REVIEWED FOR
CODE COMPLIANCE
APPROVED
DEC 15 2016
City of Tukwila
BUILDING DIVISION
KAly/UrIll
55 South Atlantic Street • Suite 301 • Seattle, WA 98134 9 206.682.7525 / Fax. 206.682.7529
October 26, 2016
TONG CIAO PHAN SEATTLE
GIAO Xif CAC THANH Te f)AO VIET NAM
Vietnamese Martyrs Parish of The Archdiocese of Seattle
6841 S. 180" St, Tukwila, WA 98188
Phone: (206) 325-5626 Fax: (206) 324-5849
Website: www.vnccs.org
City of Tukwila
6200 South Center Blvd
Tukwila, WA 98188
Attn: Mr. Jerry E. Hight, Building Official
Mr. Jerry E. Hight, MCP
Wilro
VILL'im
The Vietnamese Martyrs Parish is asking your assistance to prepare the ethnic food in celebration of the next coming
Lunar. New Year. We propose a shipping container as a shelter to prepare the "Banh Chung" ethnic food as follow:
1. The cooking activity will last from January 3, 2017 through January 28, 2017.
2. Food preparation will be in the existing kitchen, inspected and approved by King County Health Department.
3. .There will be ten VulcanVSP 100 kBTU, 2 Ring Burner appliances inside the cooking shelter. Each day, starting
around 5 PM, these burners will be loaded with 55 gallons barrels which contain the rice cake (Banh Chung) and
boiled overnight. There will be three attendants each night to watch the flame and ensure sufficient boiling
water in each barrel to prevent fire hazard. One person will inspect the cooking barrel while the other two stay
alert to assist. They will stay in the existing building and check the cooking shelter once each hour.
4. To prevent the heat build-up inside the cooking trailer, in addition to the attached ventilation plan, the three
access doors will be open to serve as supply air, also allowing the attendant to check the flame and heat prior
enter the shelter to check the boiling water barrel. .
5. After each shift, the rice cakes are removed, cooled, and move back into the main kitchen for final wrapping and
refrigerate and finally distribute among church members to be consume at their own residence as part of Lunar
New Year celebration.
As you may already be aware, we have used the same method last year and also many prior years at our previous
location in Seattle without incident. Per your suggestion, we start the application early this year but will not start to
install the equipment till late December 2016. Please do not hesitate to contact our technical representative, Kevin
Broderick at (206) 682-7525 or myself at (253) 951-6449 if you have any further advice.
RECEIVED
Bes
Regardsr REVIEWED FOR CITY OF TUKWILA
n Nguyen
Vietnamese Martyrs Parish
Chairman, Pastoral Council.
7�DE COAAPLIANCE
APPROVED
DEC 15 2016
City of Tukwila
BUILDING DIVISION
DEC 12 2016
PERMIT CENTER
N11 4e Oil
K
State of Washington
Department of Agriculture
P.O. BOX 42560
Olympia, WA 98504-2560
In accordance with the provisions of Chapter 69.07 RCW
Food Processing Plant License
License Number: 20160
Tuyen Pham
Vietnamese Martyrs Parish
6841 S 180th St
Tukwila, WA 98188
Is Licensed to Produce the Following Product(s):
BOILED RICE CAKES
RECEIVED
CrITY OF TUKWILA
CLEC 12 2016
REVIEWED FOR•ERti�I� CENTER
COMPLIANCE Valid from 7/1/2016 through 6/30/2017
APPROVED
DEC 15 2015
City of Tukwila
BUILDING DIVISION
This License is non -transferable with respect to persons and/or locations. This License
is also subject to revocation or suspension for violations of state laws or regulations.
P�I(o-OhS�
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__-_--__-_ Cpl --
� APP
.: _ _ _ �-$---------------�-- DEC 1 � i6
ORDINARY HIGH WATER
i
MARK 015'
ity of Tukwila
UILDING DIVISION
RECEIVED
CITU' OF i UKWILA
DEC 12 2016
PERMIT CENTER
— - -
PROJECT NOTES
- - - - -
PROJECT ADDRESS: 65015. 150TH STREET
—N—+�—
TUKWILA,WA 98158
PROJECT DESCRIPTION: PLACEMENT OF (1) CARGO CONTAINER ON SITE AT SOUTH PARKING
----------
LOT. CONTAINER TO MATCH BUILDING WALL COLOR. SCREENING
— - — —
AROUND CARGO CONTAINER TO BE 5 -GALLON POTTED PLANTS A
MINIMUM OF 5' TALL.
OWNER: CORP. OF CATHOLIC ARCHBISHOP OF SEATTLE ED FOSTER
71,9TH AVE
L ----y.>
SEATTLE,WA 95104
®
206.3524560
OEXISTING
ARCHITECT: BRODERICK ARCHITECTS
55 5. ATLANTIC STREET, SUITE 301
SEATTLE, WA 95134
206.682.7525
206.602.7529 (F)
CONTACT: KEVIN BRODERICK kcvin@broderlekarch�teccs<om
STRUCTURAL ENGINEER. I.L.GROSS STRUCTURAL ENGINEERS
23914 56TH AVE WEST, SUITE 200
MOU NTLAKE TERRACE, WA 98043
206 623.0769
CONTACT IRA GR05511s0Igroes1—
LEGAL DESCRIPTION: BEG AT NW COR SEC 36 TH 5 01-19.01 W 1320.01 FT TO NW COR OF GL
1
4TH 5 BB -04-53 E 381.81 FT TH 5 01 55.0] W 341 FT TH N BB -04-53
W 50 FT TO TPOB TH S BB -04-53 E 426 FTM/L TO TOP OF LEFT BANK
OF GREEN RIVER TH 5 07-00 E 106 FT TH 5 01-06 W 104 FT TH 5 09-12
W 106F TH 5 26-49 W 102 FT TH 5 47-21 W 103 FT TH 5 60 -IS W 40 FT
TH 5 74-35 W 60 FT TH W 106 FT TH N 67-30 W 107 FT TH N 26-19 W
104 FT TH N 20.22 W 103 FT TH N 21-54 W 105 FT TH N 32-38 W 116 FT
TH N 44-04 W 35 FTM/L TAP FR WH TPOB BEARS 5 70-20-07 W TH N
70-20-07 E 220 FT M/LTOTPOBTGW ESMTS TGW UND INT IN PRIVATE
RD AOJ FOR ASSESSMENT PURP05CS
PARCEL NUMBER: 3623049087
1
I
PLANNING NOTES
ZONING: TUC
LOT AREA: 251,300 SF (5.77 ACRES)
LOT COVERAGE: 62,260 SF (25X) BUILDING TOTAL
1
PARKING: E%I5TING: 2415TALL5
V
PROPOSED: 235 STALLS
REQUIRED:
ASSEMBLY AREA: (I PER 4 FIXED SEATS)
NAVE: 733 SEATS/ 4 = 184 STALLS
BUSINESS: (3 PER EACH 1000 5F OF USEABLE AREA)
OFFICE5:4242 5F / 333.33 =13 5TALL5
EDUCATION: (1.5 PER EA. STAFF, 27 GLASSES = 27 STAFF)
CLASS ROOMS: 1.5 X 27 = 41
TOTAL REQUIRED PARKING: 184.13.41 = 238 STALLS
BIKE PARKING:
/
B STALLS MINIMUM
-` FLOOD PROTECTION " CSE COMPLIANC
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_ - IEVEE EASEMENT
ROVED
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� APP
.: _ _ _ �-$---------------�-- DEC 1 � i6
ORDINARY HIGH WATER
i
MARK 015'
ity of Tukwila
UILDING DIVISION
RECEIVED
CITU' OF i UKWILA
DEC 12 2016
PERMIT CENTER
— - -
PROPERTY LINE
- - - - -
EASEMENTS
—N—+�—
EXISTING FENCE
B" CONCRETE CURB
----------
SETBACK
— - — —
ORDINARY HIGH WATER MARK
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STRUCTURAL ENGINEERS
Vietnamese Martyrs
Cargo Container
Tukwila, WA
Structural Uplift Analysis Calculations for
REVIEWED FOR
CODE COMPLIANCE
APPROVEb
DEC 15 2016
City of Tukwila
BUILDING DIVISION
Permit Corrections
December 6, 2016
RECEIVED
CITY OF TUKWILA
DEC 12 2016
PERMIT CENTER
23914 561 Ave W. - Suite # 200 Mountlake Terrace, WA 96043 Ph. (206) 623-0769 • (425) 640-7333
Design Maps Summary Report http://ehpl-earthquake.crusgs.gov/designmaps/us/Summmyphp?te...
Et= Design Maps Summary Report
User -Specified Input
Report Title Vietnamese Martyrs
Fri January 16, 2015 20:29:39 UTC
Building Code Reference Document 2012 International Building Code
(which utilizes USGS hazard data available In 2008)
Site Coordinates 47.441120N, 122.21573°W
Site Soil Classification Site Class D - "Stiff Soli"
Risk Category I/II/III
50,A0 N�=`•,'-�;�Si�sltlFtiMl
�I .�I_-II Highlands
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Irll Iry
-( `Ke�. L-O20"
vf i A ®i Qgmst
USGS-Provided Output
Ss = 1.403 g SMs = 1.403 g S s = 0.936 g
S1 = 0.523 g SMI = 0.784 g So, = 0.523 g
For information on how the SS and S1 values above have been calculated from probabilistic (risk -targeted) and
deterministic ground motions in the directJon of maximum horizontal response, please return to the application and
select the "2009 NEHRP" building code reference document.
MCER Response Spectrum
1.65
1.50
1.75
1.20
1.05
0.50
N 0.75
0.60
0.45
0.30
0.15
0.00 0.20 0.40 0.60 0.00 1.00 1.20 1.40 1.60 1.90 200
Porh A T (mac)
Design Response Spectrum
1.10 T
1.00 t
0.00
0.70
0.60
N 0.50
0.40
0.30
0.20
0.10
0.00
0.20 M40 0.60 0.90 1.00 1.20 1.40 1.60 1.90 2.00
Period. T (sac)
Although this Information is a product of the U.S. Geological Survey, we provide no warranty, expressed or Implied, as to the accuracy of
the data contained therein. This tool Is not a substitute for technical subject -matter knowledge.
1 ..f1 1 /1 K/7N Q 17.4 rl mis
--=� :-=� ,�
ton ::�.t•= �
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-( `Ke�. L-O20"
vf i A ®i Qgmst
USGS-Provided Output
Ss = 1.403 g SMs = 1.403 g S s = 0.936 g
S1 = 0.523 g SMI = 0.784 g So, = 0.523 g
For information on how the SS and S1 values above have been calculated from probabilistic (risk -targeted) and
deterministic ground motions in the directJon of maximum horizontal response, please return to the application and
select the "2009 NEHRP" building code reference document.
MCER Response Spectrum
1.65
1.50
1.75
1.20
1.05
0.50
N 0.75
0.60
0.45
0.30
0.15
0.00 0.20 0.40 0.60 0.00 1.00 1.20 1.40 1.60 1.90 200
Porh A T (mac)
Design Response Spectrum
1.10 T
1.00 t
0.00
0.70
0.60
N 0.50
0.40
0.30
0.20
0.10
0.00
0.20 M40 0.60 0.90 1.00 1.20 1.40 1.60 1.90 2.00
Period. T (sac)
Although this Information is a product of the U.S. Geological Survey, we provide no warranty, expressed or Implied, as to the accuracy of
the data contained therein. This tool Is not a substitute for technical subject -matter knowledge.
1 ..f1 1 /1 K/7N Q 17.4 rl mis
I.L. Gross Structural Engineers
23914 56th Ave West
Project Title: Vietnamese Martyrs Cargo Container
Engineer. VM Project ID:
Project Descr: Uplift Analysis on Temporary Cargo Container
Printed: V AN 2015, 2:40PM
ASCE Seismic Base Shear File=rw5AQ92-EIV20PHI-MCSIQ59-21CSIQ59-2.EC6
ENERCALC, INC. 1983-2015. BuUd:6.15.1.6, Ver.6.15.1.6
Cargo Container base Shear
Risk Category Calculations per ASCE 7-10
Risk Category of Building or Other Structure: 'II" : All Buildings and other structures except those listed as Category I, III, and IV ASCE 1. 10, Page 2, Table 1.5-1
Seismic Importance Factor = 1
USER DEFINED Ground Motion
Max Ground Mations, 5% Damping:
SS = 1.403 g, 0.2 sec response
S 1 = 0.5230 g, 1.0 sec response
ASCE 7-10, Page 5, Table 1.5-1
ASCE 7-10 11.4.1
Site Class, Site Coeff. and Design Category
Site Classification 'D': Shear Wave Velocity 600 to 1,200 ftlsec = D ASCE 710 Table 20.3-1
Site Coefficients Fa & Fv
(using sUaight line interpolation from table values)
Maximum Considered Earthquake Acceleration
Design Spectral Acceleration
Seismic Design Category
Fa
= 1.00
Fv
= 1.50
S Ms = Fa' Ss
= 1.403
S M1= Fv' S1
= 0.785
S Ds S MS 2/3
= 0.935
S D1= S M1 213
= 0.523
=
D
ASCE 7-10 Table 11.4-1 & 11.4-2
ASCE7-10 Eq. 11.4-1
ASCE7-10 Eq. 11.4-2
ASCE7-10 Eq. 11.4-3
ASCE 7.10 Eq. 11.4-4
ASCE 7-10 Table 11.6-1 & -2
Resisting System
ASCE 7-10 Table 12.2-1
Basic Seismic Face Resisting System ... Bearing Wall Systems
Light -framed walls with
shear panels of all other materials
Response Modification Coefficient " R " = 2.00
Building height Limits:
System CNerstrength Fader " Wo' = 2.00
Category'A & B' Limit
No limit
Deflection Amplification Fodor ' Cd ° = 2.00
Category 'C' Limit
Category '17 Limit
No Limit
Limit = 35
NOTE! See ASCE 7-10for all applicablefootnotes.
Category"E"Limit
Not Permitted
Category 'F" Limit;
Not Permitted
Redundancy Factor
ASCE 7-10 Section 12.3.4
Seismic Design Category of D, E, or F therefore Redundancy Fade'
p ' =1.3
Lateral Force Procedure
ASCE 7-10 Seddon 12.8.1
Equivalent Lateral Force Procedure
The 'Equivalent Lateral Force Procedure' is being used according to the provisions of ASCE 7-1012.8
Determine Buildinq Period Use ASCE 12.8-7
Structure Type for Building Period Calculation: All Other Structural Systems
" Ct " value = 0.020 ' hn " : Height from base to highest level = 8.50 ft
° x " value = 0.75
" Ta " Approximate fundemental period using Eq. 12.8-7 : Ta = Ct' (hn "x) = 0.100 sec
*TL*: Long -period transition period per ASCE 7-10 Maps 22-12 -> 22-16 6.000 sec
Building Period " Ta " Calculated from Approximate Method selected = 0.100 sec
" Cs " Response Coefficient ASCE 7-10 Section 12.8.1.1
S DS Short Period Design Spectral Response = 0.935 From Eq. 12.8-2, Preliminary Cs = 0.468
" R " : Response Modification Factor = 2.00 From Eq. 12 & 1128-4, Cs need not exceed = 2627
I ": Seismic Importance Fads = 1 From Eq. 12.8-5 & 128-6, Cs not be less than = 0,041
User has selected ASCE 12.8.1.3: Regular structure, Cs :Seismic Response Coefficient = = 0.4677
Less than 5 Stories and with T <<= 0.5 sec, SO Ss <=1.5 for Cs calculation
I.L. Gross Structural Engineers
23914 56th Ave West
Project Title: Vietnamese Martyrs Cargo Container
Engineer: VM Project ID:
Project Descr. Uplift Analysis on Temporary Cargo Container
NnW:17 JAN 2015, 2:40PM
ASCE Seismic Base Shear Flle=rw5Aos2-SV20PHI-MCslo5s-21CSIA5s-2.EC6
ENERCALC, INC. 1983-2015, Build -.6.15.1.6, Ver.6.15.1.6
Seismic Base Shear ASCEI-10 Section 11.8.1
Cs = 0.4677 from 12.8.1.1 W ( see Sum Wi below) = 10,00 k
Seismic Base Shear V = Cs " W = 4,68 k
Vertical Distribution of Seismic Forces ASCE?-10 Section 11.8.3
hx exponent based on Ta = 1.00
Table ofbuilding Weights by EtoorLevel
Level # Wii: Weight Hi: Height (Wii . Hi) "k Cvx Fx=Cvx' V Sum Story Shear Sum Story Moment
1 10.00 8.50 85.00 1.0000 4.68 4.68 0.00
Sum Wi = 10.00 k Sum Wi * Hi = 85.00 k -ft Total Base Shy = 4.68 k
Base Moment = 39.8 k -ft
Diaphragm Forces: Seismic Design Categoy "B" to "F" ASCE 7-10 1110.1.1
Level # Wil R Sum A Sum Wil Fpx
1 10.00 4.68 4.68 10.00 3.74
Wpx ......................... Weight at level of diaphragm and other structure elements attached to it.
Fi ............................ Design Lateral Force applied at the level.
Sum Fi ....................... Sum of'Lat. Force' of current level plus all levels above
MIN Req'd Force @ Level ........ 0.20 - SDs *I - Wpx
MAX Req'd Force @ Level ........ 0.40' SDs "1' Wpx
Fpx : Design Force @ Level ....... Wpx "SUM(x->n) Fi / SUM(x->n) wi, x = Current level, n = Top Level
I.L. Gross Structural Engineers
23914 56th Ave West
Project Title: Vietnamese Martyrs Cargo Container
Engineer. VM Project ID:
Project Descr: Uplift Analysis on Temporary Cargo Container
Printed: 17 JAN 2015,11:52AM
IBC 20121609.6 Alternate All -Heights Wind EN=r��2C.1983-201 DICSIQS�5.1.6, er.6.1EC6
9 ENERCALC, INC. 1983-2015, BuIW:6.15.1.6, Ver.6.15.1.6
0.00GROSS
Description :--None-
Analytical Values Calculations per IBC 2012 1609.6
User verified these IBC 2012 All -Heights Wind Method limitations
1609.6.1 (1) :
Total Height - 75 it with (Height I Least Width) - 4
Exposure B
-or- Fundamental frequency >= 1 hertz
1609.6.1 (2) :
Not sensitive to dynamic effects
1609.6.1 (3) :
Site not affected by channeling/buffeting from upwind items
1609.6.1 (4) :
Simple diaphragm building per ASCE 7-05 Sec 26.2
1609.6.1 (5) :
Aware of ASCE 7 provisions for open buildings, multispan gable
1.000
roofs, stepped roofs, sawtooth roofs, domed roofs, roofs with
115.0 mph
slopes > 45 deg, solid free standing walls & signs.
1609.6.4.1 :
Aware of need to check torsion per ASCE 7 Fig. 27.4-8
MWFRS Table per IBC 2012 1609.6.2, Section 1
Analytical Values ...
Enclosed
+Intemal -Internal
Exposure Category, ASCE 7-10 Sect 26.7.3
Exposure B
Mean Roof Height
8.50 It
Topographic Factor per ASCE 7-10 Sec 26.8.2
nK
K1 = 0.250 K2 = 1.0
K3 = 1.0
Force KA to 1.0 per ASCE 7-10 26.8.2
Yes
Topographic Factor KA = (1+K1" K2'K3)A2 =
1.000
V : Basic Wind Speed
115.0 mph
per ASCE 7-10 26.5.1
LEEWARD & SIDEWALLS
Enclosed
+Intemal -Internal
Partially Enclosed
+Intemal -Internal
Kz based on IBC 20121609.6.4.2 Item 2
Design Pressure
P = 0.00256
V^2 K
nK
-16.06 2.13
Side Wall
-12.77 -6.77
-18.77 0.77
Parapet Wall: Leeward
Both Direcdons -16.45
Both Directions -16.45
et zt
WINDWARD WALLS & PARAPETS
WALLS
PARAPETSpd--
Kz based on ibc 20121609.6.4.2 Item 1
Enclosed
Partially Enclosed
Height
Kz
+Intemal
-internal
+Intemal
-Internal
Enclosed
Partially Enclosed
0-15'
0.570
8.32
14.13
2.13
20.32
24.77
24.77
20'
0.620
9.05
15.37
2.32
22.10
26.94
26.94
25'
0.660
9.64
16.36
2.46
23.53
28.68
28.68
30'
0.700
10.22
17.35
2.61
24.95
30.42
30.42
40'
0.760
11.09
18.84
2.84
27.09
33.03
33.03
50'
0.810
11.82
20.07
3.02
28.87
35.20
35.20
60'
0.850
12.41
21.07
3.17
30.30
36.94
36.94
70'
0.890
12.99
22.06
3.32
31.73
38.68
38.68
80'
0.930
13.58
23.05
3.47
33.15
40.41
40.41
90'
0.960
14.01
23.79
3.59
34.22
41.72
41.72
100,
0.990
14.45
24.54
3.70
35.29
43.02
43.02
LEEWARD & SIDEWALLS
Enclosed
+Intemal -Internal
Partially Enclosed
+Intemal -Internal
Kz based on IBC 20121609.6.4.2 Item 2
0.570
Leeward Wall
-9.87 4.06
-16.06 2.13
Side Wall
-12.77 -6.77
-18.77 0.77
Parapet Wall: Leeward
Both Direcdons -16.45
Both Directions -16.45
I.L. Gross Structural Engineers
23914 56th Ave West
Project Title: Vietnamese Martyrs Cargo Container
Engineer: VM Project ID:
Project Descr: Uplift Analysis on Temporary Cargo Container
Printed: 17 JAN 2015,11:52AM
IBC 20121609.6 Alternate All -Heights Wind �1e=r.W5AQ92-E1V20PHI-�DICSIQ59-ZCSIQ59-2.EC6
9 ENERCALC, INC. 19113-2015, Build:6.15.1.6, Ver.6.15.1.6
Description : -None-
MWFRS per IBC 2012 Table 1609.6.2 Section 1
Kz per IBC 20121609.6.4.2 Item 2 = 0.570 Design Pressure P = 0.00256 V^2 K nK
et zt
WIND PERPENDICULAR TO RIDGE psf
Enclosed Partially Enclosed
+Internal -Internal +Internal -Internal
Leeward Roof or Flat Roof -12.77 -6.77 -7.16 -0.77
Windward Roof Slopes
Slope < 2:12 (10 deg)
Condition 1
-21.09
-15.29
-27.29
-9.10
Condition 2
-5.42
0.39
-11.61
6.58
Slope < 4:12 (18 deg)
Condition 1
-14.13
-8.13
-20.13
-2.13
Condition 2
-0.97
4.84
-7.16
11.03
Slope < 5:12 (23 deg)
Condition 1
-11.22
-5.42
-17.42
0.77
Condition 2
0.58
6.58
-5.61
12.58
Slope < 6:12 (27 deg)
Condition 1
-9.10
-3.10
-15.09
2.90
Condition 2
1.16
7.16
-4.84
13.16
Slope < 7:12 (30 deg)
Condition 1
-7.16
-1.16
-13.16
-5.03
Condition 2
1.35
7.16
-0.84
13.35
Slope < 9:12 (37 deg)
Condition 1
-5.22
0.77
-11.22
6.77
Condition 2
2.71
8.51
-3.48
14.71
Slope < 12:12 (45 deg)
2.71
8.51
-3.48
14.71
WIND PARALLEL TO RIDGE
All slopes including Flat Roofs -21.09 -15.29 -27.29 -9.10
Roof & Overhang Components & Cladding per IBC 2012 Table 1609.6.2, Section 2 & 3
Design Pressure P = 0.00256 V^2 K nK
et rt
Description Continuity Item Type Eff. Area Kz Enclosed Partially
ftA2 Enclosed
No Discontinuity Gable, Slope < 6:12 10.00 0.570 + : 0.00 0.00
0.00 0.00
Wall & Parapet Components & Cladding per IBC 2012 Table 1609.6.2, Section 4 & 5
Design Pressure P = 0.00256 V^2 K nK
et zt
Description
Con6nu Item T Z. HL Above Ground Elf. Area Kz Enclosed Partially
�1' Type Level, It ft"2 Enclosed
No Discontinuity Wall Elements, h<=60 ft 25 10.00 0.66 + : 22.41 29.58
: -24.42 -31.37
p
tAjr GS
mer/i
/ l
VPc.rFfi
x
BAA*" = 16 i= S,6A col4w,
C3,f B.�/ G: S �`/� �v y,2S r yStS IAO"L.. = 5416** /4 OW = /S
JK /S; .Y9(At>o 6oA*4404 Yb Y8
.
fs
Pte.✓i D���� - SS�j 4! w��/L a��S _ _
SHEET TITLE SCALE7�_
DATE
PROJECT DESIGNED BY
SRy,D��'rG
M. GROSS CUEW CHECKED SHEET
snmcsmur,�s
23914 Stith Avenue West - Suite 200 Mountlake Terrace, Wastiington 98043 (Ph) 206.623.0769 or 425.640.7333
Container Weight= 10000# per Aztec Container
40'x8.5'x8'
40'X 8' CARGO CONTAINER
TEMPORARY LOCATION
OCCUPIES (5) PARKING
1 STALLS - NONE OF WHICH
ARE REQUIRED. SCREENED
BY (20) POTTED PLANTS: 5'
THUJA OCCIDENTALIS
(SMARAGD) IN POTS.
CARGO CONTAINER TO BE
WHITE IN COLOR TO MATCH
BUILDING WALL COLOR.
1
JL ��
EXISTING TRUCK
LOADING AREA
AG
Pox
Veq = 4.68 x 1.3 x 0.7 = 4.3k Uplift EQ: 0.6-.014Sds x D = 0.6-0.14(.936) = 0.47D
Wind = 22 psf. Vwind transverse = 22 psf x 40 x 8.5 = 7.480 x 0.6 = 4.5k
Therefore Wind Governs
� r
PERMIT 00 RD CORY
PLAN REVIEW/ROUTING SLIP
PERMIT NUMBER: PG16-0178
DATE: 12/12/16
PROJECT NAME: VIETNAMESE MARTYRS PARISH
SITE ADDRESS: 6841 S 180TH ST
X I Original Plan Submittal Revision # before Permit Issued
Response to Correction Letter # Revision # after Permit Issued
DEPARTMENTS:
Building Division Fire Prevention ❑ Planning Division ❑
Public WorKS Structural ❑ Permit Coordinator
PRELIMINARY REVIEW: DATE: 12/13/16
Not Applicable ❑ Structural Review Required ❑
(no approval/review required)
REVIEWER'S INITIALS: DATE:
APPROVALS OR CORRECTIONS:
Approved
Corrections Required ❑
(corrections entered in Reviews)
Notation:
DUE DATE: 01/10/17
Approved with Conditions
Denied ❑
(ie: Zoning Issues)
REVIEWER'S INITIALS: DATE:
Permit Center Use Only
CORRECTION LETTER MAILED:
Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials:
12/18/2013
J�vJILA, yy9 Permit Center/Building Division
S,y
CITY OF TUKWILA 206 431-3670
Department of Community Development Public Works Department
Wik 0 63oo Southcenter Boulevard, Tukwila, WA 98188 2o6 433-0179
Telephone: (2o6) 431-367o FAX (2o6) 431-3665 Planning Division
1908' E-mail: tukplanPci.tukwila.wa.us 2o6431-3670
AFFIDAVIT IN LIEU OF CONTRACTOR REGISTRATION
PERMIT NO: % I � - D 17 9
STATE OF WASHINGTON)
) ss.
COUNTY OF KING )
I NGU�
,states as follows:
[please print name]
i. I have made application for a permit from the City of Tukwila, Washington.
2. I understand that state law requires that all building construction contractors be registered with the
State of Washington. The exceptions to this requirement are stated under Section 18.27.090 of the
Revised Code of Washington, a copy of which is printed on the reverse side of this Affidavit. I have
read or am familiar with RCW 18.27.090.
3. I understand that prior to issuance of a permit for work which is to be done by any contractor, the
City of Tukwila must verify either that the contractor is registered by the State of Washington, or that
one of the exemptions stated under RCW 18.27.ogo applies.
4. In order to provide verification to the City of Tukwila of my compliance with this requirement, I
hereby attest that after reading the exemptions from the registration requirem nt of RCW 18.27.090,
I consider the work authorized under this permit to be exempt under number a, and will therefore
not be performed by a registered contractor.
5. I understand that the licensing provision of RCW 19.28.161 through 19.28.271 shall not apply to
persons making electrical installations on their own property or to regularly employed employees
working on the premises of their employer. The proposed electrical work is not for the construction
of a new building for rent, sale or lease.
I understand that I may be waiving certain rights that I might otherwise have under state law in any decision
to engage an unregistered contractor to perform construction work.
ner Owner' A nt*
LAURIE A. WERLE
NOTARY PUBLIC
STATE OF WASHINGTON
COMMISSION EXPIRES
MAY 29, 2018
Signed ar d sworn to before me this
C da of IK-6-eY 20�.
7
TA PUBLIC in and for the State of Washington
Residing at // 'County
ounty
Name as commissioned:
My commission expires: �l (�
18.27.ogo Exemptions. The registration provisions of this chapter do not apply to:
I. An authorized representative of the United States
government, the state of Washington, or any incorporated
city, town, county, township, irrigation district, reclamation
district, or other municipal or political corporation or
subdivision of this state;
2. Officers of a court when they are acting within the scope
of their office;
3. Public utilities operating under the regulations of the
utilities and transportation commission in construction,
maintenance, or development work incidental to their own
business;
4. Any construction, repair, or operation incidental to the
discovering or producing of petroleum or gas, or the
drilling, testing, abandoning, or other operation of any
petroleum or gas well or any surface or underground mine
or mineral deposit when performed by an owner or lessee;
5. The sale of any finished products, materials, or articles of
merchandise that are not fabricated into and do not become
a part of a structure under the common law of fixtures;
6. Any construction, alteration, improvement, or repair of
personal property performed by the registered or legal
owner, or by a mobile/manufactured home retail dealer or
manufacturer licensed under chapter 46.7o RCW who shall
warranty service and repairs under chapter 46.7o RCW;
7. Any construction, alteration, improvement, or repair
carried on within the limits and boundaries of any site or
reservation under the legal jurisdiction of the federal
government;
8. Any person who only furnished materials, supplies, or
equipment without fabricating them into, or consuming
them in the performance of, the work of the contractor;
9. Any work or operation on one undertaking or project by
one or more contracts, the aggregate contract price of
which for labor and materials and all other items is less
than five hundred dollars, such work or operations being
considered as of a casual, minor, or inconsequential nature.
The exemption prescribed in this subsection does not apply
in any instance wherein the work or construction is only a
part of a larger or major operation, whether undertaken by
the same or a different contractor, or in which a division of
the operation is made into contracts of amounts less than
five hundred dollars for the purpose of evasion of this
chapter or otherwise. The exemption prescribed in this
subsection does not apply to a person who advertises or
puts out any sign or card or other device which might
indicate to the public that he or she is a contractor, or that
he or she is qualified to engage in the business of
contractor;
1o. Any construction or operation incidental to the
construction and repair of irrigation and drainage ditches
of regularly constituted irrigation districts or reclamation
districts; or to farming, dairying, agriculture, viticulture,
horticulture, or stock or poultry raising; or to clearing or
other work upon land in rural districts for fire prevention
purposes; except when any of the above work is performed
by a registered contractor;
ii. An owner* who contracts for a project with a registered
contractor, except that this exemption shall not deprive the
owner of the protections of this chapter against registered
and unregistered contractors. The exemption prescribed in
this subsection does not apply to a person who performs
the activities of a contractor for the purpose of leasing or
selling improved property he or she has owned for less than
twelve months;
12.* Any person working on his or her own property,
whether occupied by him or her or not, and any person
working on his or her personal residence, whether owned
by him or her or not but this exemption shall not apply to
any person who performs the activities of a contractor on
his or her own property for the purpose of selling,
demolishing, or leasing the property;
13. An owner* who performs maintenance, repair, and
alteration work in or upon his or her own properties, or
who uses his or her own employees to do such work;
14. A licensed architect or civil or professional engineer
acting solely in his or her professional capacity, an
electrician certified under the laws of the state of
Washington, or a plumber certified under the laws of the
state of Washington or licensed by a political subdivision of
the state of Washington while operating within the
boundaries of such political subdivision. The exemption
provided in this subsection is applicable only when the
person certified is operating within the scope of his or her
certification;
15. Any person who engages in the activities herein
regulated as an employee of a registered contractor with
wages as his or her sole compensation or as an employee
with wages as his or her sole compensation;
16. Contractors on highway projects who have been
prequalified as required by RCW 47.28.070, with the
department of transportation to perform highway
construction, reconstruction, or maintenance work;
17. A mobile/manufactured home dealer or manufacturer
who subcontracts the installation, set-up, or repair work to
actively registered contractors. This exemption only applies
to the installation, set-up, or repair of the
mobile/manufactured homes that were manufactured or
sold by the mobile/manufactured home dealer or
manufacturer;,. r-. :,
18. An entity who.holds a valid electrical contractor's
license under chapter 19.28 RCW that employs a certified
journeyman electrician, a certified residential specialty
electrician, or an electrical trainee meeting the
requirements of chapter 19.28 RCW to perform plumbing
work that is incidentally, directly, and immediately
appropriate to the like -in-kind replacement of a household
appliance or other small household utilization equipment
that requires limited electric power and limited waste
and/or water connections. An electrical trainee must be
supervised by a certified electrician while performing
plumbing work.
Per Washington State Department of Labor and Industries lessee has
been interpreted to be equivalent to owner for purposes of exemptions.
Vulcan VSP100 110 kBTU Single 2 -Ring Burner Stock Pot Range
I Vulcan tr tt tr
1 Mfg.: Vulcan
Models: Vulcan VSP100, Vulcan VS1310-1, Vulcan VSP109-2
This item is brand new and ships directly from the supplier. Please note the image above is for relierence only.
Item: Vulcan 110 kBTU Single 241ing Burner Stock Pot Range
Model:VSP100-1, VSP100-2
I Features
- Stainless steel front and sides.
- Heavy cast iron top grate(s).
j - Two concentric 55,000 BTU1hrring-type burners per 18" section; 110,000 BTU/hr. input persection.
- Standing pilot ignition system-
- Two infinite heat control valves per section.
- Heat shield to protect control valves.
t
- 3147 rear gas connection and gas pressure regulator-
? - One year limited parts and labor warranty-
HOBART SERVICE WILL PERFORM A "FREE EQUIPMENT CHECK OUT" FOR ALL VULCAN EQUIPMENT.
i PLEASE CALL US DIRECTLY FOR MORE INFORMATION ON THIS SERVICE.
I/Sw1& DAYr0N Dtmttta ad Vgr40iiect DtWe 8-V4 to - DtrrxrV&&t Cer~ Roo( W ttet#tra - uWVR81W%W - (it'airgs titriJrrsl sLWY
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Do blast Vent, 011rect DM`ro, 8-114 In
DA)rrON
Prica! , o&*#w wo am *ft r t:l sstc Ara
$552.00 / each �C� , .ro., ems,
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al compo
* *rs * ?- 1Y Bethatitstt>3W tsarsOM I Ask AAt yr
Item # SW4= Mir. Model # 5DVii$ Ute # 40401502
Cateloo Pogo # 4144 Shkoing Weight 22.54 lbs6
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Approval of consimcdon docurnents does
the violation of any adopted code ol• ordinance.
of approved Field Go and conditions is acknotvied --ad:
By:
Date: __ '�92 2.—__..
City Of Tukwila
BUILDING DIVISION
RECEIVED
CITY OF TUKWILA
DEC 12 2016
PERMIT CENTER
REVISIONS BY
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101 1101 1100 1100 11050
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NEW !EXISTING GAS LOAD
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— 60' MAX. FR: GAS REGULATOR TO THE MOST REMOTE OUTLET
— EXISTING & NEW GAS PIPING = IRON PIPE SCHEDULE # 40 (RUN ABOVE GROUND)
IN. WC. PRESSURE
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and may Include additional plan�rev►3e submittal
RLECOPY
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Approval of consimcdon docurnents does
the violation of any adopted code ol• ordinance.
of approved Field Go and conditions is acknotvied --ad:
By:
Date: __ '�92 2.—__..
City Of Tukwila
BUILDING DIVISION
RECEIVED
CITY OF TUKWILA
DEC 12 2016
PERMIT CENTER
REVISIONS BY
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1 Mfg.: Vulcan
Models: Vulcan VSP100, Vulcan VS1310-1, Vulcan VSP109-2
This item is brand new and ships directly from the supplier. Please note the image above is for relierence only.
Item: Vulcan 110 kBTU Single 241ing Burner Stock Pot Range
Model:VSP100-1, VSP100-2
I Features
- Stainless steel front and sides.
- Heavy cast iron top grate(s).
j - Two concentric 55,000 BTU1hrring-type burners per 18" section; 110,000 BTU/hr. input persection.
- Standing pilot ignition system-
- Two infinite heat control valves per section.
- Heat shield to protect control valves.
t
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? - One year limited parts and labor warranty-
HOBART SERVICE WILL PERFORM A "FREE EQUIPMENT CHECK OUT" FOR ALL VULCAN EQUIPMENT.
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MODEL # 3HI15
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and may Include additional plan�rev►3e submittal
RLECOPY
Permit 1MG. 3G G�-- (3 n 8
Plait r@Via'w 0i)?rrj�rr; is subject to errors and anti,^sits,.
Approval of consimcdon docurnents does
the violation of any adopted code ol• ordinance.
of approved Field Go and conditions is acknotvied --ad:
By:
Date: __ '�92 2.—__..
City Of Tukwila
BUILDING DIVISION
RECEIVED
CITY OF TUKWILA
DEC 12 2016
PERMIT CENTER
REVISIONS BY
r
_ GAS SIZING
GAS SIZING BASE ON 2012 INTERNATIONAL FUEL GAS CODE
TABLE 402.4
�ay O ,
Al
i r
_
101 1101 1100 1100 11050
STOCK POT RANGE
VULCAN VSP
100
j
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, 1100 1100 1 1050 !NEW
I _ 1460; 1460 1391 !EXISTING
25601 2560 2441 ITOTAL
(TEMOARY) GAS LOAD PROPOSED
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NEW !EXISTING GAS LOAD
-i—�
3000 1EXISTING
GAS METER MODEL # 3HIIS 2 PSI
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— NEW TEMPOARY GAS ONLY FOR VIETNAMESE NEW YEAR USED IN 4 WEEKS R
— 0.6 IN._W.C. NATURAL GAS OF 0.60 SPECIFIC GRAVITY
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BASE ON PRESSURE DROP OF 0.5 IN. WATER COLUMN
— 60' MAX. FR: GAS REGULATOR TO THE MOST REMOTE OUTLET
— EXISTING & NEW GAS PIPING = IRON PIPE SCHEDULE # 40 (RUN ABOVE GROUND)
IN. WC. PRESSURE
2' IRON PIPE
and may Include additional plan�rev►3e submittal
RLECOPY
Permit 1MG. 3G G�-- (3 n 8
Plait r@Via'w 0i)?rrj�rr; is subject to errors and anti,^sits,.
Approval of consimcdon docurnents does
the violation of any adopted code ol• ordinance.
of approved Field Go and conditions is acknotvied --ad:
By:
Date: __ '�92 2.—__..
City Of Tukwila
BUILDING DIVISION
RECEIVED
CITY OF TUKWILA
DEC 12 2016
PERMIT CENTER
REVISIONS BY
DRAWN : CHECKED
NAM DAO
DATE : 01/15/15
ISCALE : AS NOTED
,10B NO.: 001
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VIETNAMESE MARTYRS
1 V41 oll 61
6841 S 180 ST
PG16-0178
City of Tukwila
Department of Community Development
• 6300 Southcenter Boulevard, Suite #100
Tukwila, Washington 98188
Phone: 206-431-3670
Inspection Request Line: 206-438-9350
Web site: http://www.Tukwi[aWA.eov
PLUMBING/GAS PIPING PERMIT
Parcel No: 3623049087 Permit Number: PG16-0178
Address: 6841 S 180TH ST Issue Date: 12/23/2016
Permit Expires On: 6/21/2017
Project Name: VIETNAMESE MARTYRS PARISH
Owner:
2015
Name:
ARCHDIOCESE OF SEATTLE
Address:
710 9TH AVE C/O ROY ANNIE,
WA Cities Electrical Code:
SEATTLE, WA, 98104
Contact Person:
2015
Name:
TRUNG DANIEL NGUYEN
Address:
8800 39 AVE S, SEATTLE, WA, 98118
Contractor:
Name: AFFIDAVIT - KIEN NGUYEN
Address:
License No:
Lender:
Name:
Address:
Phone: (206) 369-1061
Phone:
Expiration Date:
DESCRIPTION OF WORK:
CONNECT GAS PIPING TO PREMANUFACTURED CARGO CONTAINER. 10 BURNERS
Valuation of Work: $500.00 Fees Collected: $217.76
Water District: TUKWILA
Sewer District: TUKWILA
Current Codes adopted by the City of Tukwila:
International Building Code Edition:
2015
National Electrical Code:
2014
International Residential Code Edition:
2015
WA Cities Electrical Code:
2014
International Mechanical Code Edition:
2015
WAC 296-466:
2014
Uniform Plumbing Code Edition:
2015
WA State Energy Code:
2015
International Fuel Gas Code:
2015
VL
Permit Center Authorized Signature:
Date:
I hearby certify that I have read and examined this permit and know the same to be true and correct. All
provisions of law and ordinances governing this work will be complied with, whether specified 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. 1 am authorized to sign and obtain this
development permit ree to the conditions attached to this permit.
Signature: 4 VeAa�l/��
IDate:
Print Name: I v v
This permit shall become null and void if the work is not commenced within 180 days for the date of issuance, or if
the work is suspended or abandoned for a period of 180 days from the last inspection.
PERMIT CONDITIONS:
1: ***PLUMBING/GAS PIPING PERMIT CONDITIONS***
2: No changes shall be made to applicable plans and specifications unless prior approval is obtained from the
Tukwila Building Division.
3: All permits, inspection records and applicable plans shall be maintained at the job and available to the
plumbing inspector.
4: All plumbing and gas piping systems shall be installed in compliance with the Uniform Plumbing Code and
the Fuel Gas Code.
5: No portion of any plumbing system or gas piping shall be concealed until inspected and approved.
6: All plumbing and gas piping systems shall be tested and approved as required by the Plumbing Code and
Fuel Gas Code. Tests shall be conducted in the presence of the Plumbing Inspector. It shall be the duty of
the holder of the permit to make sure that the work will stand the test prescribed before giving notification
that the work is ready for inspection.
7: Piping through concrete or masonry walls shall not be subject to any load from building construction. No
plumbing piping shall be directly embedded in concrete or masonry.
8: All pipes penetrating floor/ceiling assemblies and fire -resistance rated walls or partitions shall be protected
in accordance with the requirements of the building code.
9: Piping in the ground shall be laid on a firm bed for its entire length. Trenches shall be backfilled in thin
layers to twelve inches above the top of the piping with clean earth, which shall not contain stones,
boulders, cinderfill, frozen earth, or construction debris.
10: The issuance of a permit or approval of plans and specifications shall not be construed to be a permit for, or
an approval of, any violation of any of the provisions of the Plumbing Code or Fuel Gas Code or any other
ordinance of the jurisdiction.
11: The applicant agrees that he or she will hire a licensed plumber to perform the work outlined in this permit.
12: All new plumbing fixtures installed in new construction and all remodeling involving replacement of
plumbing fixtures in all residential, hotel, motel, school, industrial, commercial use or other occupancies
that use significant quantities of water shall comply with Washington States Water Efficiency ad
Conservation Standards in accordance with RCW 19.27.170 and the 2006 Uniform Plumbing Code Section
402 of Washington State Amendments
PERMIT INSPECTIONS REQUIRED
Permit Inspection Line: (206) 438-9350
2000 GAS PIPING FINAL
9002 ROUGH -IN GAS PIPING
CITY OF TUKW I
Community Development Department
Permit Center
• 6300 Southcenter Blvd., Suite 100
Tukwila, WA 98188
littp://www.TukwilaWA.gov
SITE LOCATION
Plumbing/Gas _ -4rmit No.
Project No.
Date Application Accepted:
Date Application Expires: _
PLUMBING I GAS PIPING 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"
King Co Assessor's Tax No.:
Site Address: �� �7 I . VIA) I J=k Suite Number: Floor:
Tenant Name:VF-"TW&1Ag6F_ LikIM RS IM96k New Tenant: ...... Yes No
PROPERTY OWNER
Name: _
Address: 7
City:1 U L -,(-State: Zip:
CONTACT PERSON - person receiving all project
communication
Name:
Address:
City _
State: Zip:
tED
t
Phone
Fax:
Email:
fQl '_ _
Cx _ LCO
PLUMBING CONTRACTOR INFORMATION
Company Name:
Address:
City: State: Zip:
Phone: Fax:
Contr Reg No.: Exp Date:
Tukwila Business License No.:
Valuation of Project (contractor's bid price): $ C�>o
Scope of Work (please provide detailed information): P'1 ! !5 " „�4.Z 1 4c- 1kE&_pl- r\1 5,
Building Use (per Int'I Building Code):
Occupancy (per Int'l Building Code):
Utility Purveyor: Water:
H:Wpplications\Forms-Applications On Line\2011 Applications\Plumbing Permit Application Revised 8-9-11.doex
Revised: August 2011
bh
Sewer:
Page 1 of 2
Indicate type of plumbing fixtures and/o. piping outlets being installed and the quantic- ;low:
Fixture Type
Qty
Bathtub or combination
bath/shower
Dishwasher, domestic with
independent drain
Shower, single head trap
Sinks
Rain water system — per
drain (inside building)
Grease interceptor for
commercial kitchen (>750
gallon capacity)
Each additional medical
gas inlets/outlets greater
than 5
Atmospheric -type vacuum
breakers not included in
lawn sprinkler backflow
protections (1-5)
Fixture Type
Qty
Bidet
Drinking fountain or water
cooler (per head)
Lavatory
Urinal
Water heater and/or vent
Repair or alteration of
water piping and/or water
treatment equipment
Backflow protective device
other than atmospheric -
type vacuum breakers 2
inch (51 mm) diameter or
smaller
Atmospheric -type vacuum
breakers not included in
lawn sprinkler backflow
rotections over 5
PERMIT APPLICATION NOTES -
Fixture Type
Qty
Clothes washer,
domestic
Food -waste grinder,
commercial
Wash fountain
Water closet
Industrial waste
treatment interceptor,
including trap and vent,
except for kitchen type
grease interceptors
Repair or alteration of
drainage or vent piping
Backflow protective
device other than
atmospheric -type
vacuum breakers over 2
inch (51 mm) diameter
Gas piping outlets
1
Fixture Type
Qty
Dental unit, cuspidor
Floor drain
Receptor, indirect waste
Building sewer and each
trailer park sewer
Each grease trap
(connected to not more
than 4 fixtures - <750
gallon capacity
Medical gas piping
system serving 1-5
inlets/outlets for a specific
gas
Each lawn sprinkler
system on any one meter
including backflow
protection devices
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 an additional period not to exceed 180 days. The extension shall be requested in writing
and justifiable cause demonstrated. Section 103.4.3 International Plumbing 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 WNER OR AU OR GENT:
Signature: _ Date:
Print Name:N-a Day Telephone:—�'
Mailing Address C
I-- I City State ip
H:\Applications\Forms-Applications On Line\201 I ApplicationsTlumbing Permit Application Revised 8-9-1I.docx
Revised: August 2011 Page 2 of 2
bh
3
DESCRIPTIONS
PermitTRAK
ACCOUNTQUANTITY
PAID
$332.76
D16-0339 Address: 6841 S 180TH ST
Apn: 3623049087
$115.00
DEVELOPMENT
$111.75
PERMIT FEE
R000.322.100.00.00
0.00
$65.00
PLAN CHECK FEE
R000.345.830.00.00
0.00
$42.25
WASHINGTON STATE SURCHARGE
8640.237.114
0.00
$4.50
TECHNOLOGY FEE
$3.25
TECHNOLOGY FEE
R000.322.900.04.00
0.00
$3.25
PG16-0178 Address: 6841 S 180TH ST
Apn: 3623049087
$217.76
GAS
$209.38
PERMIT ISSUANCE BASE FEE
R000.322.100.00.00
0.00
$32.50
PERMIT FEE
R000.322.100.00.00
0.00
$135.00
PLAN CHECK FEE
R000.322.103.00.00
0.00
$41.88
TECHNOLOGY FEE
$8.38
TECHNOLOGY FEE
• R10017
R000.322.900.04.00
0.00
$8.38
Date Paid: Monday, December 12, 2016
Paid By: TRUNG NUGYEN
Pay Method: CREDIT CARD 08639G
Printed: Monday, December 12, 2016 2:16 PM 1 of 1
SYSTEMS
INSPECTION RECORD
Retain a copy with permit )& (2)077
IN TION NO. PERMIT NO.
CITY OF TUKWILA BUILDING DIVISION
6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670
Permit inspection Request Line (206) 438-9350
xiApproved per applicable codes. Corrections required prior to approval.
I paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection.
INSPECTION RECORD.���� ?
Retain a copy with permit
INS ON NO. PERMIT NO.
CITY OF TUKWILA BUILDING DIVISION
6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670
Permit Inspection Request Line (206) 438-9350
Project: C14 t, OF —
Dc S PTWS
T e of Inspection:
V614 -1A) iAAs Ai Or
Address
I S /'0774 sr
ate Called:
Special Instructions:
Date Wanted
1-72 e7 p.m.
Requester:
Phone No:
Z06- - 6-79- S
QZApproved per applicable codes. El I Corrections required prior to approval.
I paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection.
rr
BRODERICK
ARCHITECTS
December 6, 2016
Jerry E. Hight MCP
Building Official / City of Tukwila
6300 Southcenter Boulevard, Suite 100
Tukwila, WA 98188
r-ILM
RE: Church of the Vietnamese Martyrs / 6801 S. 180th Street
Dear Mr. Hight,
The proposed cooking container project the Church of the Vietnamese Martyrs is seeking to re -permit is
identical to the project permitted last year. As such, I have no issues with the parish re -using our stamped
drawings when applying for the 2017 permit.
I do appreciate you and your staffs diligence and thoroughness in processing our permit documents.
Please let me know if you have questions or concerns.
Sincerely,
Kevin J. Broderick, AIA
RECEIVED
CITY OF TUKWILA
DEC 12 2016
PERMIT CENTER
REVIEWED FOR
CODE COMPLIANCE
APPROVED
DEC 15 2016
City of Tukwila
BUILDING DIVISION
KAly/UrIll
55 South Atlantic Street • Suite 301 • Seattle, WA 98134 9 206.682.7525 / Fax. 206.682.7529
October 26, 2016
TONG CIAO PHAN SEATTLE
GIAO Xif CAC THANH Te f)AO VIET NAM
Vietnamese Martyrs Parish of The Archdiocese of Seattle
6841 S. 180" St, Tukwila, WA 98188
Phone: (206) 325-5626 Fax: (206) 324-5849
Website: www.vnccs.org
City of Tukwila
6200 South Center Blvd
Tukwila, WA 98188
Attn: Mr. Jerry E. Hight, Building Official
Mr. Jerry E. Hight, MCP
Wilro
VILL'im
The Vietnamese Martyrs Parish is asking your assistance to prepare the ethnic food in celebration of the next coming
Lunar. New Year. We propose a shipping container as a shelter to prepare the "Banh Chung" ethnic food as follow:
1. The cooking activity will last from January 3, 2017 through January 28, 2017.
2. Food preparation will be in the existing kitchen, inspected and approved by King County Health Department.
3. .There will be ten VulcanVSP 100 kBTU, 2 Ring Burner appliances inside the cooking shelter. Each day, starting
around 5 PM, these burners will be loaded with 55 gallons barrels which contain the rice cake (Banh Chung) and
boiled overnight. There will be three attendants each night to watch the flame and ensure sufficient boiling
water in each barrel to prevent fire hazard. One person will inspect the cooking barrel while the other two stay
alert to assist. They will stay in the existing building and check the cooking shelter once each hour.
4. To prevent the heat build-up inside the cooking trailer, in addition to the attached ventilation plan, the three
access doors will be open to serve as supply air, also allowing the attendant to check the flame and heat prior
enter the shelter to check the boiling water barrel. .
5. After each shift, the rice cakes are removed, cooled, and move back into the main kitchen for final wrapping and
refrigerate and finally distribute among church members to be consume at their own residence as part of Lunar
New Year celebration.
As you may already be aware, we have used the same method last year and also many prior years at our previous
location in Seattle without incident. Per your suggestion, we start the application early this year but will not start to
install the equipment till late December 2016. Please do not hesitate to contact our technical representative, Kevin
Broderick at (206) 682-7525 or myself at (253) 951-6449 if you have any further advice.
RECEIVED
Bes
Regardsr REVIEWED FOR CITY OF TUKWILA
n Nguyen
Vietnamese Martyrs Parish
Chairman, Pastoral Council.
7�DE COAAPLIANCE
APPROVED
DEC 15 2016
City of Tukwila
BUILDING DIVISION
DEC 12 2016
PERMIT CENTER
N11 4e Oil
K
State of Washington
Department of Agriculture
P.O. BOX 42560
Olympia, WA 98504-2560
In accordance with the provisions of Chapter 69.07 RCW
Food Processing Plant License
License Number: 20160
Tuyen Pham
Vietnamese Martyrs Parish
6841 S 180th St
Tukwila, WA 98188
Is Licensed to Produce the Following Product(s):
BOILED RICE CAKES
RECEIVED
CrITY OF TUKWILA
CLEC 12 2016
REVIEWED FOR•ERti�I� CENTER
COMPLIANCE Valid from 7/1/2016 through 6/30/2017
APPROVED
DEC 15 2015
City of Tukwila
BUILDING DIVISION
This License is non -transferable with respect to persons and/or locations. This License
is also subject to revocation or suspension for violations of state laws or regulations.
P�I(o-OhS�
ow
PARCEL# 3623049094 n Yo
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BY (20) POTTED PLANTS: 5'
THUJA OCCIDENTALIS
(SMARAGD) IN POTS.
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__-_--__-_ Cpl --
� APP
.: _ _ _ �-$---------------�-- DEC 1 � i6
ORDINARY HIGH WATER
i
MARK 015'
ity of Tukwila
UILDING DIVISION
RECEIVED
CITU' OF i UKWILA
DEC 12 2016
PERMIT CENTER
— - -
PROJECT NOTES
- - - - -
PROJECT ADDRESS: 65015. 150TH STREET
—N—+�—
TUKWILA,WA 98158
PROJECT DESCRIPTION: PLACEMENT OF (1) CARGO CONTAINER ON SITE AT SOUTH PARKING
----------
LOT. CONTAINER TO MATCH BUILDING WALL COLOR. SCREENING
— - — —
AROUND CARGO CONTAINER TO BE 5 -GALLON POTTED PLANTS A
MINIMUM OF 5' TALL.
OWNER: CORP. OF CATHOLIC ARCHBISHOP OF SEATTLE ED FOSTER
71,9TH AVE
L ----y.>
SEATTLE,WA 95104
®
206.3524560
OEXISTING
ARCHITECT: BRODERICK ARCHITECTS
55 5. ATLANTIC STREET, SUITE 301
SEATTLE, WA 95134
206.682.7525
206.602.7529 (F)
CONTACT: KEVIN BRODERICK kcvin@broderlekarch�teccs<om
STRUCTURAL ENGINEER. I.L.GROSS STRUCTURAL ENGINEERS
23914 56TH AVE WEST, SUITE 200
MOU NTLAKE TERRACE, WA 98043
206 623.0769
CONTACT IRA GR05511s0Igroes1—
LEGAL DESCRIPTION: BEG AT NW COR SEC 36 TH 5 01-19.01 W 1320.01 FT TO NW COR OF GL
1
4TH 5 BB -04-53 E 381.81 FT TH 5 01 55.0] W 341 FT TH N BB -04-53
W 50 FT TO TPOB TH S BB -04-53 E 426 FTM/L TO TOP OF LEFT BANK
OF GREEN RIVER TH 5 07-00 E 106 FT TH 5 01-06 W 104 FT TH 5 09-12
W 106F TH 5 26-49 W 102 FT TH 5 47-21 W 103 FT TH 5 60 -IS W 40 FT
TH 5 74-35 W 60 FT TH W 106 FT TH N 67-30 W 107 FT TH N 26-19 W
104 FT TH N 20.22 W 103 FT TH N 21-54 W 105 FT TH N 32-38 W 116 FT
TH N 44-04 W 35 FTM/L TAP FR WH TPOB BEARS 5 70-20-07 W TH N
70-20-07 E 220 FT M/LTOTPOBTGW ESMTS TGW UND INT IN PRIVATE
RD AOJ FOR ASSESSMENT PURP05CS
PARCEL NUMBER: 3623049087
1
I
PLANNING NOTES
ZONING: TUC
LOT AREA: 251,300 SF (5.77 ACRES)
LOT COVERAGE: 62,260 SF (25X) BUILDING TOTAL
1
PARKING: E%I5TING: 2415TALL5
V
PROPOSED: 235 STALLS
REQUIRED:
ASSEMBLY AREA: (I PER 4 FIXED SEATS)
NAVE: 733 SEATS/ 4 = 184 STALLS
BUSINESS: (3 PER EACH 1000 5F OF USEABLE AREA)
OFFICE5:4242 5F / 333.33 =13 5TALL5
EDUCATION: (1.5 PER EA. STAFF, 27 GLASSES = 27 STAFF)
CLASS ROOMS: 1.5 X 27 = 41
TOTAL REQUIRED PARKING: 184.13.41 = 238 STALLS
BIKE PARKING:
/
B STALLS MINIMUM
-` FLOOD PROTECTION " CSE COMPLIANC
FNDPO11 OTECTION \ `` - PR CJESe'Cv -'''
_ - IEVEE EASEMENT
ROVED
-LEVEE_ EASEMENT.' \N9Li ATH.. --RE
__-_--__-_ Cpl --
� APP
.: _ _ _ �-$---------------�-- DEC 1 � i6
ORDINARY HIGH WATER
i
MARK 015'
ity of Tukwila
UILDING DIVISION
RECEIVED
CITU' OF i UKWILA
DEC 12 2016
PERMIT CENTER
— - -
PROPERTY LINE
- - - - -
EASEMENTS
—N—+�—
EXISTING FENCE
B" CONCRETE CURB
----------
SETBACK
— - — —
ORDINARY HIGH WATER MARK
TOE OF SLOPE
EXISTING LANDSCAPE AREAS
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01RECTION OF TRAVEL
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I_L_ GROSS
STRUCTURAL ENGINEERS
Vietnamese Martyrs
Cargo Container
Tukwila, WA
Structural Uplift Analysis Calculations for
REVIEWED FOR
CODE COMPLIANCE
APPROVEb
DEC 15 2016
City of Tukwila
BUILDING DIVISION
Permit Corrections
December 6, 2016
RECEIVED
CITY OF TUKWILA
DEC 12 2016
PERMIT CENTER
23914 561 Ave W. - Suite # 200 Mountlake Terrace, WA 96043 Ph. (206) 623-0769 • (425) 640-7333
Design Maps Summary Report http://ehpl-earthquake.crusgs.gov/designmaps/us/Summmyphp?te...
Et= Design Maps Summary Report
User -Specified Input
Report Title Vietnamese Martyrs
Fri January 16, 2015 20:29:39 UTC
Building Code Reference Document 2012 International Building Code
(which utilizes USGS hazard data available In 2008)
Site Coordinates 47.441120N, 122.21573°W
Site Soil Classification Site Class D - "Stiff Soli"
Risk Category I/II/III
50,A0 N�=`•,'-�;�Si�sltlFtiMl
�I .�I_-II Highlands
'1!lyli •n
q
u (II 1
.41: t I, Ji ' r -
�
Irll Iry
-( `Ke�. L-O20"
vf i A ®i Qgmst
USGS-Provided Output
Ss = 1.403 g SMs = 1.403 g S s = 0.936 g
S1 = 0.523 g SMI = 0.784 g So, = 0.523 g
For information on how the SS and S1 values above have been calculated from probabilistic (risk -targeted) and
deterministic ground motions in the directJon of maximum horizontal response, please return to the application and
select the "2009 NEHRP" building code reference document.
MCER Response Spectrum
1.65
1.50
1.75
1.20
1.05
0.50
N 0.75
0.60
0.45
0.30
0.15
0.00 0.20 0.40 0.60 0.00 1.00 1.20 1.40 1.60 1.90 200
Porh A T (mac)
Design Response Spectrum
1.10 T
1.00 t
0.00
0.70
0.60
N 0.50
0.40
0.30
0.20
0.10
0.00
0.20 M40 0.60 0.90 1.00 1.20 1.40 1.60 1.90 2.00
Period. T (sac)
Although this Information is a product of the U.S. Geological Survey, we provide no warranty, expressed or Implied, as to the accuracy of
the data contained therein. This tool Is not a substitute for technical subject -matter knowledge.
1 ..f1 1 /1 K/7N Q 17.4 rl mis
--=� :-=� ,�
ton ::�.t•= �
Irll Iry
-( `Ke�. L-O20"
vf i A ®i Qgmst
USGS-Provided Output
Ss = 1.403 g SMs = 1.403 g S s = 0.936 g
S1 = 0.523 g SMI = 0.784 g So, = 0.523 g
For information on how the SS and S1 values above have been calculated from probabilistic (risk -targeted) and
deterministic ground motions in the directJon of maximum horizontal response, please return to the application and
select the "2009 NEHRP" building code reference document.
MCER Response Spectrum
1.65
1.50
1.75
1.20
1.05
0.50
N 0.75
0.60
0.45
0.30
0.15
0.00 0.20 0.40 0.60 0.00 1.00 1.20 1.40 1.60 1.90 200
Porh A T (mac)
Design Response Spectrum
1.10 T
1.00 t
0.00
0.70
0.60
N 0.50
0.40
0.30
0.20
0.10
0.00
0.20 M40 0.60 0.90 1.00 1.20 1.40 1.60 1.90 2.00
Period. T (sac)
Although this Information is a product of the U.S. Geological Survey, we provide no warranty, expressed or Implied, as to the accuracy of
the data contained therein. This tool Is not a substitute for technical subject -matter knowledge.
1 ..f1 1 /1 K/7N Q 17.4 rl mis
I.L. Gross Structural Engineers
23914 56th Ave West
Project Title: Vietnamese Martyrs Cargo Container
Engineer. VM Project ID:
Project Descr: Uplift Analysis on Temporary Cargo Container
Printed: V AN 2015, 2:40PM
ASCE Seismic Base Shear File=rw5AQ92-EIV20PHI-MCSIQ59-21CSIQ59-2.EC6
ENERCALC, INC. 1983-2015. BuUd:6.15.1.6, Ver.6.15.1.6
Cargo Container base Shear
Risk Category Calculations per ASCE 7-10
Risk Category of Building or Other Structure: 'II" : All Buildings and other structures except those listed as Category I, III, and IV ASCE 1. 10, Page 2, Table 1.5-1
Seismic Importance Factor = 1
USER DEFINED Ground Motion
Max Ground Mations, 5% Damping:
SS = 1.403 g, 0.2 sec response
S 1 = 0.5230 g, 1.0 sec response
ASCE 7-10, Page 5, Table 1.5-1
ASCE 7-10 11.4.1
Site Class, Site Coeff. and Design Category
Site Classification 'D': Shear Wave Velocity 600 to 1,200 ftlsec = D ASCE 710 Table 20.3-1
Site Coefficients Fa & Fv
(using sUaight line interpolation from table values)
Maximum Considered Earthquake Acceleration
Design Spectral Acceleration
Seismic Design Category
Fa
= 1.00
Fv
= 1.50
S Ms = Fa' Ss
= 1.403
S M1= Fv' S1
= 0.785
S Ds S MS 2/3
= 0.935
S D1= S M1 213
= 0.523
=
D
ASCE 7-10 Table 11.4-1 & 11.4-2
ASCE7-10 Eq. 11.4-1
ASCE7-10 Eq. 11.4-2
ASCE7-10 Eq. 11.4-3
ASCE 7.10 Eq. 11.4-4
ASCE 7-10 Table 11.6-1 & -2
Resisting System
ASCE 7-10 Table 12.2-1
Basic Seismic Face Resisting System ... Bearing Wall Systems
Light -framed walls with
shear panels of all other materials
Response Modification Coefficient " R " = 2.00
Building height Limits:
System CNerstrength Fader " Wo' = 2.00
Category'A & B' Limit
No limit
Deflection Amplification Fodor ' Cd ° = 2.00
Category 'C' Limit
Category '17 Limit
No Limit
Limit = 35
NOTE! See ASCE 7-10for all applicablefootnotes.
Category"E"Limit
Not Permitted
Category 'F" Limit;
Not Permitted
Redundancy Factor
ASCE 7-10 Section 12.3.4
Seismic Design Category of D, E, or F therefore Redundancy Fade'
p ' =1.3
Lateral Force Procedure
ASCE 7-10 Seddon 12.8.1
Equivalent Lateral Force Procedure
The 'Equivalent Lateral Force Procedure' is being used according to the provisions of ASCE 7-1012.8
Determine Buildinq Period Use ASCE 12.8-7
Structure Type for Building Period Calculation: All Other Structural Systems
" Ct " value = 0.020 ' hn " : Height from base to highest level = 8.50 ft
° x " value = 0.75
" Ta " Approximate fundemental period using Eq. 12.8-7 : Ta = Ct' (hn "x) = 0.100 sec
*TL*: Long -period transition period per ASCE 7-10 Maps 22-12 -> 22-16 6.000 sec
Building Period " Ta " Calculated from Approximate Method selected = 0.100 sec
" Cs " Response Coefficient ASCE 7-10 Section 12.8.1.1
S DS Short Period Design Spectral Response = 0.935 From Eq. 12.8-2, Preliminary Cs = 0.468
" R " : Response Modification Factor = 2.00 From Eq. 12 & 1128-4, Cs need not exceed = 2627
I ": Seismic Importance Fads = 1 From Eq. 12.8-5 & 128-6, Cs not be less than = 0,041
User has selected ASCE 12.8.1.3: Regular structure, Cs :Seismic Response Coefficient = = 0.4677
Less than 5 Stories and with T <<= 0.5 sec, SO Ss <=1.5 for Cs calculation
I.L. Gross Structural Engineers
23914 56th Ave West
Project Title: Vietnamese Martyrs Cargo Container
Engineer: VM Project ID:
Project Descr. Uplift Analysis on Temporary Cargo Container
NnW:17 JAN 2015, 2:40PM
ASCE Seismic Base Shear Flle=rw5Aos2-SV20PHI-MCslo5s-21CSIA5s-2.EC6
ENERCALC, INC. 1983-2015, Build -.6.15.1.6, Ver.6.15.1.6
Seismic Base Shear ASCEI-10 Section 11.8.1
Cs = 0.4677 from 12.8.1.1 W ( see Sum Wi below) = 10,00 k
Seismic Base Shear V = Cs " W = 4,68 k
Vertical Distribution of Seismic Forces ASCE?-10 Section 11.8.3
hx exponent based on Ta = 1.00
Table ofbuilding Weights by EtoorLevel
Level # Wii: Weight Hi: Height (Wii . Hi) "k Cvx Fx=Cvx' V Sum Story Shear Sum Story Moment
1 10.00 8.50 85.00 1.0000 4.68 4.68 0.00
Sum Wi = 10.00 k Sum Wi * Hi = 85.00 k -ft Total Base Shy = 4.68 k
Base Moment = 39.8 k -ft
Diaphragm Forces: Seismic Design Categoy "B" to "F" ASCE 7-10 1110.1.1
Level # Wil R Sum A Sum Wil Fpx
1 10.00 4.68 4.68 10.00 3.74
Wpx ......................... Weight at level of diaphragm and other structure elements attached to it.
Fi ............................ Design Lateral Force applied at the level.
Sum Fi ....................... Sum of'Lat. Force' of current level plus all levels above
MIN Req'd Force @ Level ........ 0.20 - SDs *I - Wpx
MAX Req'd Force @ Level ........ 0.40' SDs "1' Wpx
Fpx : Design Force @ Level ....... Wpx "SUM(x->n) Fi / SUM(x->n) wi, x = Current level, n = Top Level
I.L. Gross Structural Engineers
23914 56th Ave West
Project Title: Vietnamese Martyrs Cargo Container
Engineer. VM Project ID:
Project Descr: Uplift Analysis on Temporary Cargo Container
Printed: 17 JAN 2015,11:52AM
IBC 20121609.6 Alternate All -Heights Wind EN=r��2C.1983-201 DICSIQS�5.1.6, er.6.1EC6
9 ENERCALC, INC. 1983-2015, BuIW:6.15.1.6, Ver.6.15.1.6
0.00GROSS
Description :--None-
Analytical Values Calculations per IBC 2012 1609.6
User verified these IBC 2012 All -Heights Wind Method limitations
1609.6.1 (1) :
Total Height - 75 it with (Height I Least Width) - 4
Exposure B
-or- Fundamental frequency >= 1 hertz
1609.6.1 (2) :
Not sensitive to dynamic effects
1609.6.1 (3) :
Site not affected by channeling/buffeting from upwind items
1609.6.1 (4) :
Simple diaphragm building per ASCE 7-05 Sec 26.2
1609.6.1 (5) :
Aware of ASCE 7 provisions for open buildings, multispan gable
1.000
roofs, stepped roofs, sawtooth roofs, domed roofs, roofs with
115.0 mph
slopes > 45 deg, solid free standing walls & signs.
1609.6.4.1 :
Aware of need to check torsion per ASCE 7 Fig. 27.4-8
MWFRS Table per IBC 2012 1609.6.2, Section 1
Analytical Values ...
Enclosed
+Intemal -Internal
Exposure Category, ASCE 7-10 Sect 26.7.3
Exposure B
Mean Roof Height
8.50 It
Topographic Factor per ASCE 7-10 Sec 26.8.2
nK
K1 = 0.250 K2 = 1.0
K3 = 1.0
Force KA to 1.0 per ASCE 7-10 26.8.2
Yes
Topographic Factor KA = (1+K1" K2'K3)A2 =
1.000
V : Basic Wind Speed
115.0 mph
per ASCE 7-10 26.5.1
LEEWARD & SIDEWALLS
Enclosed
+Intemal -Internal
Partially Enclosed
+Intemal -Internal
Kz based on IBC 20121609.6.4.2 Item 2
Design Pressure
P = 0.00256
V^2 K
nK
-16.06 2.13
Side Wall
-12.77 -6.77
-18.77 0.77
Parapet Wall: Leeward
Both Direcdons -16.45
Both Directions -16.45
et zt
WINDWARD WALLS & PARAPETS
WALLS
PARAPETSpd--
Kz based on ibc 20121609.6.4.2 Item 1
Enclosed
Partially Enclosed
Height
Kz
+Intemal
-internal
+Intemal
-Internal
Enclosed
Partially Enclosed
0-15'
0.570
8.32
14.13
2.13
20.32
24.77
24.77
20'
0.620
9.05
15.37
2.32
22.10
26.94
26.94
25'
0.660
9.64
16.36
2.46
23.53
28.68
28.68
30'
0.700
10.22
17.35
2.61
24.95
30.42
30.42
40'
0.760
11.09
18.84
2.84
27.09
33.03
33.03
50'
0.810
11.82
20.07
3.02
28.87
35.20
35.20
60'
0.850
12.41
21.07
3.17
30.30
36.94
36.94
70'
0.890
12.99
22.06
3.32
31.73
38.68
38.68
80'
0.930
13.58
23.05
3.47
33.15
40.41
40.41
90'
0.960
14.01
23.79
3.59
34.22
41.72
41.72
100,
0.990
14.45
24.54
3.70
35.29
43.02
43.02
LEEWARD & SIDEWALLS
Enclosed
+Intemal -Internal
Partially Enclosed
+Intemal -Internal
Kz based on IBC 20121609.6.4.2 Item 2
0.570
Leeward Wall
-9.87 4.06
-16.06 2.13
Side Wall
-12.77 -6.77
-18.77 0.77
Parapet Wall: Leeward
Both Direcdons -16.45
Both Directions -16.45
I.L. Gross Structural Engineers
23914 56th Ave West
Project Title: Vietnamese Martyrs Cargo Container
Engineer: VM Project ID:
Project Descr: Uplift Analysis on Temporary Cargo Container
Printed: 17 JAN 2015,11:52AM
IBC 20121609.6 Alternate All -Heights Wind �1e=r.W5AQ92-E1V20PHI-�DICSIQ59-ZCSIQ59-2.EC6
9 ENERCALC, INC. 19113-2015, Build:6.15.1.6, Ver.6.15.1.6
Description : -None-
MWFRS per IBC 2012 Table 1609.6.2 Section 1
Kz per IBC 20121609.6.4.2 Item 2 = 0.570 Design Pressure P = 0.00256 V^2 K nK
et zt
WIND PERPENDICULAR TO RIDGE psf
Enclosed Partially Enclosed
+Internal -Internal +Internal -Internal
Leeward Roof or Flat Roof -12.77 -6.77 -7.16 -0.77
Windward Roof Slopes
Slope < 2:12 (10 deg)
Condition 1
-21.09
-15.29
-27.29
-9.10
Condition 2
-5.42
0.39
-11.61
6.58
Slope < 4:12 (18 deg)
Condition 1
-14.13
-8.13
-20.13
-2.13
Condition 2
-0.97
4.84
-7.16
11.03
Slope < 5:12 (23 deg)
Condition 1
-11.22
-5.42
-17.42
0.77
Condition 2
0.58
6.58
-5.61
12.58
Slope < 6:12 (27 deg)
Condition 1
-9.10
-3.10
-15.09
2.90
Condition 2
1.16
7.16
-4.84
13.16
Slope < 7:12 (30 deg)
Condition 1
-7.16
-1.16
-13.16
-5.03
Condition 2
1.35
7.16
-0.84
13.35
Slope < 9:12 (37 deg)
Condition 1
-5.22
0.77
-11.22
6.77
Condition 2
2.71
8.51
-3.48
14.71
Slope < 12:12 (45 deg)
2.71
8.51
-3.48
14.71
WIND PARALLEL TO RIDGE
All slopes including Flat Roofs -21.09 -15.29 -27.29 -9.10
Roof & Overhang Components & Cladding per IBC 2012 Table 1609.6.2, Section 2 & 3
Design Pressure P = 0.00256 V^2 K nK
et rt
Description Continuity Item Type Eff. Area Kz Enclosed Partially
ftA2 Enclosed
No Discontinuity Gable, Slope < 6:12 10.00 0.570 + : 0.00 0.00
0.00 0.00
Wall & Parapet Components & Cladding per IBC 2012 Table 1609.6.2, Section 4 & 5
Design Pressure P = 0.00256 V^2 K nK
et zt
Description
Con6nu Item T Z. HL Above Ground Elf. Area Kz Enclosed Partially
�1' Type Level, It ft"2 Enclosed
No Discontinuity Wall Elements, h<=60 ft 25 10.00 0.66 + : 22.41 29.58
: -24.42 -31.37
p
tAjr GS
mer/i
/ l
VPc.rFfi
x
BAA*" = 16 i= S,6A col4w,
C3,f B.�/ G: S �`/� �v y,2S r yStS IAO"L.. = 5416** /4 OW = /S
JK /S; .Y9(At>o 6oA*4404 Yb Y8
.
fs
Pte.✓i D���� - SS�j 4! w��/L a��S _ _
SHEET TITLE SCALE7�_
DATE
PROJECT DESIGNED BY
SRy,D��'rG
M. GROSS CUEW CHECKED SHEET
snmcsmur,�s
23914 Stith Avenue West - Suite 200 Mountlake Terrace, Wastiington 98043 (Ph) 206.623.0769 or 425.640.7333
Container Weight= 10000# per Aztec Container
40'x8.5'x8'
40'X 8' CARGO CONTAINER
TEMPORARY LOCATION
OCCUPIES (5) PARKING
1 STALLS - NONE OF WHICH
ARE REQUIRED. SCREENED
BY (20) POTTED PLANTS: 5'
THUJA OCCIDENTALIS
(SMARAGD) IN POTS.
CARGO CONTAINER TO BE
WHITE IN COLOR TO MATCH
BUILDING WALL COLOR.
1
JL ��
EXISTING TRUCK
LOADING AREA
AG
Pox
Veq = 4.68 x 1.3 x 0.7 = 4.3k Uplift EQ: 0.6-.014Sds x D = 0.6-0.14(.936) = 0.47D
Wind = 22 psf. Vwind transverse = 22 psf x 40 x 8.5 = 7.480 x 0.6 = 4.5k
Therefore Wind Governs
� r
PERMIT 00 RD CORY
PLAN REVIEW/ROUTING SLIP
PERMIT NUMBER: PG16-0178
DATE: 12/12/16
PROJECT NAME: VIETNAMESE MARTYRS PARISH
SITE ADDRESS: 6841 S 180TH ST
X I Original Plan Submittal Revision # before Permit Issued
Response to Correction Letter # Revision # after Permit Issued
DEPARTMENTS:
Building Division Fire Prevention ❑ Planning Division ❑
Public WorKS Structural ❑ Permit Coordinator
PRELIMINARY REVIEW: DATE: 12/13/16
Not Applicable ❑ Structural Review Required ❑
(no approval/review required)
REVIEWER'S INITIALS: DATE:
APPROVALS OR CORRECTIONS:
Approved
Corrections Required ❑
(corrections entered in Reviews)
Notation:
DUE DATE: 01/10/17
Approved with Conditions
Denied ❑
(ie: Zoning Issues)
REVIEWER'S INITIALS: DATE:
Permit Center Use Only
CORRECTION LETTER MAILED:
Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials:
12/18/2013
J�vJILA, yy9 Permit Center/Building Division
S,y
CITY OF TUKWILA 206 431-3670
Department of Community Development Public Works Department
Wik 0 63oo Southcenter Boulevard, Tukwila, WA 98188 2o6 433-0179
Telephone: (2o6) 431-367o FAX (2o6) 431-3665 Planning Division
1908' E-mail: tukplanPci.tukwila.wa.us 2o6431-3670
AFFIDAVIT IN LIEU OF CONTRACTOR REGISTRATION
PERMIT NO: % I � - D 17 9
STATE OF WASHINGTON)
) ss.
COUNTY OF KING )
I NGU�
,states as follows:
[please print name]
i. I have made application for a permit from the City of Tukwila, Washington.
2. I understand that state law requires that all building construction contractors be registered with the
State of Washington. The exceptions to this requirement are stated under Section 18.27.090 of the
Revised Code of Washington, a copy of which is printed on the reverse side of this Affidavit. I have
read or am familiar with RCW 18.27.090.
3. I understand that prior to issuance of a permit for work which is to be done by any contractor, the
City of Tukwila must verify either that the contractor is registered by the State of Washington, or that
one of the exemptions stated under RCW 18.27.ogo applies.
4. In order to provide verification to the City of Tukwila of my compliance with this requirement, I
hereby attest that after reading the exemptions from the registration requirem nt of RCW 18.27.090,
I consider the work authorized under this permit to be exempt under number a, and will therefore
not be performed by a registered contractor.
5. I understand that the licensing provision of RCW 19.28.161 through 19.28.271 shall not apply to
persons making electrical installations on their own property or to regularly employed employees
working on the premises of their employer. The proposed electrical work is not for the construction
of a new building for rent, sale or lease.
I understand that I may be waiving certain rights that I might otherwise have under state law in any decision
to engage an unregistered contractor to perform construction work.
ner Owner' A nt*
LAURIE A. WERLE
NOTARY PUBLIC
STATE OF WASHINGTON
COMMISSION EXPIRES
MAY 29, 2018
Signed ar d sworn to before me this
C da of IK-6-eY 20�.
7
TA PUBLIC in and for the State of Washington
Residing at // 'County
ounty
Name as commissioned:
My commission expires: �l (�
18.27.ogo Exemptions. The registration provisions of this chapter do not apply to:
I. An authorized representative of the United States
government, the state of Washington, or any incorporated
city, town, county, township, irrigation district, reclamation
district, or other municipal or political corporation or
subdivision of this state;
2. Officers of a court when they are acting within the scope
of their office;
3. Public utilities operating under the regulations of the
utilities and transportation commission in construction,
maintenance, or development work incidental to their own
business;
4. Any construction, repair, or operation incidental to the
discovering or producing of petroleum or gas, or the
drilling, testing, abandoning, or other operation of any
petroleum or gas well or any surface or underground mine
or mineral deposit when performed by an owner or lessee;
5. The sale of any finished products, materials, or articles of
merchandise that are not fabricated into and do not become
a part of a structure under the common law of fixtures;
6. Any construction, alteration, improvement, or repair of
personal property performed by the registered or legal
owner, or by a mobile/manufactured home retail dealer or
manufacturer licensed under chapter 46.7o RCW who shall
warranty service and repairs under chapter 46.7o RCW;
7. Any construction, alteration, improvement, or repair
carried on within the limits and boundaries of any site or
reservation under the legal jurisdiction of the federal
government;
8. Any person who only furnished materials, supplies, or
equipment without fabricating them into, or consuming
them in the performance of, the work of the contractor;
9. Any work or operation on one undertaking or project by
one or more contracts, the aggregate contract price of
which for labor and materials and all other items is less
than five hundred dollars, such work or operations being
considered as of a casual, minor, or inconsequential nature.
The exemption prescribed in this subsection does not apply
in any instance wherein the work or construction is only a
part of a larger or major operation, whether undertaken by
the same or a different contractor, or in which a division of
the operation is made into contracts of amounts less than
five hundred dollars for the purpose of evasion of this
chapter or otherwise. The exemption prescribed in this
subsection does not apply to a person who advertises or
puts out any sign or card or other device which might
indicate to the public that he or she is a contractor, or that
he or she is qualified to engage in the business of
contractor;
1o. Any construction or operation incidental to the
construction and repair of irrigation and drainage ditches
of regularly constituted irrigation districts or reclamation
districts; or to farming, dairying, agriculture, viticulture,
horticulture, or stock or poultry raising; or to clearing or
other work upon land in rural districts for fire prevention
purposes; except when any of the above work is performed
by a registered contractor;
ii. An owner* who contracts for a project with a registered
contractor, except that this exemption shall not deprive the
owner of the protections of this chapter against registered
and unregistered contractors. The exemption prescribed in
this subsection does not apply to a person who performs
the activities of a contractor for the purpose of leasing or
selling improved property he or she has owned for less than
twelve months;
12.* Any person working on his or her own property,
whether occupied by him or her or not, and any person
working on his or her personal residence, whether owned
by him or her or not but this exemption shall not apply to
any person who performs the activities of a contractor on
his or her own property for the purpose of selling,
demolishing, or leasing the property;
13. An owner* who performs maintenance, repair, and
alteration work in or upon his or her own properties, or
who uses his or her own employees to do such work;
14. A licensed architect or civil or professional engineer
acting solely in his or her professional capacity, an
electrician certified under the laws of the state of
Washington, or a plumber certified under the laws of the
state of Washington or licensed by a political subdivision of
the state of Washington while operating within the
boundaries of such political subdivision. The exemption
provided in this subsection is applicable only when the
person certified is operating within the scope of his or her
certification;
15. Any person who engages in the activities herein
regulated as an employee of a registered contractor with
wages as his or her sole compensation or as an employee
with wages as his or her sole compensation;
16. Contractors on highway projects who have been
prequalified as required by RCW 47.28.070, with the
department of transportation to perform highway
construction, reconstruction, or maintenance work;
17. A mobile/manufactured home dealer or manufacturer
who subcontracts the installation, set-up, or repair work to
actively registered contractors. This exemption only applies
to the installation, set-up, or repair of the
mobile/manufactured homes that were manufactured or
sold by the mobile/manufactured home dealer or
manufacturer;,. r-. :,
18. An entity who.holds a valid electrical contractor's
license under chapter 19.28 RCW that employs a certified
journeyman electrician, a certified residential specialty
electrician, or an electrical trainee meeting the
requirements of chapter 19.28 RCW to perform plumbing
work that is incidentally, directly, and immediately
appropriate to the like -in-kind replacement of a household
appliance or other small household utilization equipment
that requires limited electric power and limited waste
and/or water connections. An electrical trainee must be
supervised by a certified electrician while performing
plumbing work.
Per Washington State Department of Labor and Industries lessee has
been interpreted to be equivalent to owner for purposes of exemptions.
Vulcan VSP100 110 kBTU Single 2 -Ring Burner Stock Pot Range
I Vulcan tr tt tr
1 Mfg.: Vulcan
Models: Vulcan VSP100, Vulcan VS1310-1, Vulcan VSP109-2
This item is brand new and ships directly from the supplier. Please note the image above is for relierence only.
Item: Vulcan 110 kBTU Single 241ing Burner Stock Pot Range
Model:VSP100-1, VSP100-2
I Features
- Stainless steel front and sides.
- Heavy cast iron top grate(s).
j - Two concentric 55,000 BTU1hrring-type burners per 18" section; 110,000 BTU/hr. input persection.
- Standing pilot ignition system-
- Two infinite heat control valves per section.
- Heat shield to protect control valves.
t
- 3147 rear gas connection and gas pressure regulator-
? - One year limited parts and labor warranty-
HOBART SERVICE WILL PERFORM A "FREE EQUIPMENT CHECK OUT" FOR ALL VULCAN EQUIPMENT.
i PLEASE CALL US DIRECTLY FOR MORE INFORMATION ON THIS SERVICE.
I/Sw1& DAYr0N Dtmttta ad Vgr40iiect DtWe 8-V4 to - DtrrxrV&&t Cer~ Roo( W ttet#tra - uWVR81W%W - (it'airgs titriJrrsl sLWY
HVACandRa(ri3onxbonA RwiVenUitusI09wrthg1Cwt&Ss1Ro4V S V*MDkwtDdV*A4A1h sts"TtkFreext rite
Do blast Vent, 011rect DM`ro, 8-114 In
DA)rrON
Prica! , o&*#w wo am *ft r t:l sstc Ara
$552.00 / each �C� , .ro., ems,
Ell l Ada to cart
• Add to test
O Add Rapak&Rt Crmenecssvara alar t$aaach
How mawe irviiYi 0 ourPmduot i13fime?
al compo
* *rs * ?- 1Y Bethatitstt>3W tsarsOM I Ask AAt yr
Item # SW4= Mir. Model # 5DVii$ Ute # 40401502
Cateloo Pogo # 4144 Shkoing Weight 22.54 lbs6
Ccwftof0dg1nU$A I CP=&yof0rtgMftwbj#dt2dwnr�
Tectinica! 5ptec$
r
_ GAS SIZING
eery
oo stVmidAodor
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airmA
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3
02;!rcansa
19-
Mad Dim.
8.Ibr
B tWght
"14-
CFMOD.0004LSP
624444rm
ot"Dig.
2144
CFM 4M 0,125.1. SP
424t6ttt 01
owd "ftht
144W
CFM(j02§04u$P
2#39741833
StRAML'VIPMEiA
1t2-
CFM 037"t.SP
.47?Rww'itr
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Rust
CPA 00.5ti".SP
*9"
ahstt1F.R.sma"Bid
In*
CFM Q 042'S h. tiP
442S
S sx.l4etTtunp.
134D*V*"
CFM 007504%SP
•Fr-ticru
' rid
ZPMAk.mr M
Q 0.125-h SP
SJOA s
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QSFL
to
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4.2r5MA
�°°
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4=72
moivWfuse
110
.U6<r
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4cm
HE
6*
Com Oroctc Na
F_
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4""
M-OpeisftAmps
IMRA203014
No,'trRcsafcuitr
0,6 'WC. PRES-5 . _
EXISTING 2 PSI:"-
3.000
SI:3.000 CPH
GAS METER
MODEL # 3HI15
EXISTING 2' 9 2 PSI
16"x16" MAKE-UP AIR
LOUVERED WINDOW
40'x8' CARGO CONTAINNER
UNDER A SEPARATE PERMIT
S
4�
O*
AUTO. FIRE
SHUT—OFF VALVE
0.6 IN. WC. PRE`SS:JF:,,
2"x10' IRON RIPE
Rk,
�\N
r
_ GAS SIZING
I AIR
CHANGE AT LOW SPEED
;19.69
/ HR
LAIR
CHANGE AT HI SPEED
32.81
/ HR
101 1101 1100 1100 11050
STOCK POT RANGE
VULCAN VSP
100
EXISTING 2 PSI:"-
3.000
SI:3.000 CPH
GAS METER
MODEL # 3HI15
EXISTING 2' 9 2 PSI
16"x16" MAKE-UP AIR
LOUVERED WINDOW
40'x8' CARGO CONTAINNER
UNDER A SEPARATE PERMIT
S
4�
O*
AUTO. FIRE
SHUT—OFF VALVE
0.6 IN. WC. PRE`SS:JF:,,
2"x10' IRON RIPE
Rk,
�\N
IN. WC. PRESSURE
2' IRON PIPE
and may Include additional plan�rev►3e submittal
RLECOPY
Permit 1MG. 3G G�-- (3 n 8
Plait r@Via'w 0i)?rrj�rr; is subject to errors and anti,^sits,.
Approval of consimcdon docurnents does
the violation of any adopted code ol• ordinance.
of approved Field Go and conditions is acknotvied --ad:
By:
Date: __ '�92 2.—__..
City Of Tukwila
BUILDING DIVISION
RECEIVED
CITY OF TUKWILA
DEC 12 2016
PERMIT CENTER
REVISIONS BY
r
_ GAS SIZING
GAS SIZING BASE ON 2012 INTERNATIONAL FUEL GAS CODE
TABLE 402.4
�ay O ,
Al
i r
_
101 1101 1100 1100 11050
STOCK POT RANGE
VULCAN VSP
100
j
i
z
, 1100 1100 1 1050 !NEW
I _ 1460; 1460 1391 !EXISTING
25601 2560 2441 ITOTAL
(TEMOARY) GAS LOAD PROPOSED
GAS LOAD (KITCHEN EQP. t HVAC)
NEW !EXISTING GAS LOAD
-i—�
3000 1EXISTING
GAS METER MODEL # 3HIIS 2 PSI
Cr3
— NEW TEMPOARY GAS ONLY FOR VIETNAMESE NEW YEAR USED IN 4 WEEKS R
— 0.6 IN._W.C. NATURAL GAS OF 0.60 SPECIFIC GRAVITY
Qom..
BASE ON PRESSURE DROP OF 0.5 IN. WATER COLUMN
— 60' MAX. FR: GAS REGULATOR TO THE MOST REMOTE OUTLET
— EXISTING & NEW GAS PIPING = IRON PIPE SCHEDULE # 40 (RUN ABOVE GROUND)
IN. WC. PRESSURE
2' IRON PIPE
and may Include additional plan�rev►3e submittal
RLECOPY
Permit 1MG. 3G G�-- (3 n 8
Plait r@Via'w 0i)?rrj�rr; is subject to errors and anti,^sits,.
Approval of consimcdon docurnents does
the violation of any adopted code ol• ordinance.
of approved Field Go and conditions is acknotvied --ad:
By:
Date: __ '�92 2.—__..
City Of Tukwila
BUILDING DIVISION
RECEIVED
CITY OF TUKWILA
DEC 12 2016
PERMIT CENTER
REVISIONS BY
DRAWN : CHECKED
NAM DAO
DATE : 01/15/15
ISCALE : AS NOTED
,10B NO.: 001
SHEET
OF 1 SHEETS
z
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DRAWN : CHECKED
NAM DAO
DATE : 01/15/15
ISCALE : AS NOTED
,10B NO.: 001
SHEET
OF 1 SHEETS
Vulcan VSP100 110 kBTU Single 2 -Ring Burner Stock Pot Range
I Vulcan tr tt tr
1 Mfg.: Vulcan
Models: Vulcan VSP100, Vulcan VS1310-1, Vulcan VSP109-2
This item is brand new and ships directly from the supplier. Please note the image above is for relierence only.
Item: Vulcan 110 kBTU Single 241ing Burner Stock Pot Range
Model:VSP100-1, VSP100-2
I Features
- Stainless steel front and sides.
- Heavy cast iron top grate(s).
j - Two concentric 55,000 BTU1hrring-type burners per 18" section; 110,000 BTU/hr. input persection.
- Standing pilot ignition system-
- Two infinite heat control valves per section.
- Heat shield to protect control valves.
t
- 3147 rear gas connection and gas pressure regulator-
? - One year limited parts and labor warranty-
HOBART SERVICE WILL PERFORM A "FREE EQUIPMENT CHECK OUT" FOR ALL VULCAN EQUIPMENT.
i PLEASE CALL US DIRECTLY FOR MORE INFORMATION ON THIS SERVICE.
I/Sw1& DAYr0N Dtmttta ad Vgr40iiect DtWe 8-V4 to - DtrrxrV&&t Cer~ Roo( W ttet#tra - uWVR81W%W - (it'airgs titriJrrsl sLWY
HVACandRa(ri3onxbonA RwiVenUitusI09wrthg1Cwt&Ss1Ro4V S V*MDkwtDdV*A4A1h sts"TtkFreext rite
Do blast Vent, 011rect DM`ro, 8-114 In
DA)rrON
Prica! , o&*#w wo am *ft r t:l sstc Ara
$552.00 / each �C� , .ro., ems,
Ell l Ada to cart
• Add to test
O Add Rapak&Rt Crmenecssvara alar t$aaach
How mawe irviiYi 0 ourPmduot i13fime?
al compo
* *rs * ?- 1Y Bethatitstt>3W tsarsOM I Ask AAt yr
Item # SW4= Mir. Model # 5DVii$ Ute # 40401502
Cateloo Pogo # 4144 Shkoing Weight 22.54 lbs6
Ccwftof0dg1nU$A I CP=&yof0rtgMftwbj#dt2dwnr�
Tectinica! 5ptec$
r
_ GAS SIZING
eery
oo stVmidAodor
RPM
1050 tattOM&M
Ditty Typo
airmA
Bas. width
1s-
Nursrtmainrsp"ds
3
02;!rcansa
19-
Mad Dim.
8.Ibr
B tWght
"14-
CFMOD.0004LSP
624444rm
ot"Dig.
2144
CFM 4M 0,125.1. SP
424t6ttt 01
owd "ftht
144W
CFM(j02§04u$P
2#39741833
StRAML'VIPMEiA
1t2-
CFM 037"t.SP
.47?Rww'itr
Uour>.ocaTan
Rust
CPA 00.5ti".SP
*9"
ahstt1F.R.sma"Bid
In*
CFM Q 042'S h. tiP
442S
S sx.l4etTtunp.
134D*V*"
CFM 007504%SP
•Fr-ticru
' rid
ZPMAk.mr M
Q 0.125-h SP
SJOA s
Who 1
h. �us�e
QSFL
to
0.2501 SP
4.2r5MA
�°°
ea d c
�<
<Ir
C-
speed CW t,l
4=72
moivWfuse
110
.U6<r
�F_64
Sneed Contzbbb
Y"
Ph"*
1
c-
A112 Pact
4cm
HE
6*
Com Oroctc Na
F_
Al 34
4""
M-OpeisftAmps
IMRA203014
No,'trRcsafcuitr
0,6 'WC. PRES-5 . _
EXISTING 2 PSI:"-
3.000
SI:3.000 CPH
GAS METER
MODEL # 3HI15
EXISTING 2' 9 2 PSI
16"x16" MAKE-UP AIR
LOUVERED WINDOW
40'x8' CARGO CONTAINNER
UNDER A SEPARATE PERMIT
S
4�
O*
AUTO. FIRE
SHUT—OFF VALVE
0.6 IN. WC. PRE`SS:JF:,,
2"x10' IRON RIPE
Rk,
�\N
r
_ GAS SIZING
I AIR
CHANGE AT LOW SPEED
;19.69
/ HR
LAIR
CHANGE AT HI SPEED
32.81
/ HR
101 1101 1100 1100 11050
STOCK POT RANGE
VULCAN VSP
100
EXISTING 2 PSI:"-
3.000
SI:3.000 CPH
GAS METER
MODEL # 3HI15
EXISTING 2' 9 2 PSI
16"x16" MAKE-UP AIR
LOUVERED WINDOW
40'x8' CARGO CONTAINNER
UNDER A SEPARATE PERMIT
S
4�
O*
AUTO. FIRE
SHUT—OFF VALVE
0.6 IN. WC. PRE`SS:JF:,,
2"x10' IRON RIPE
Rk,
�\N
IN. WC. PRESSURE
2' IRON PIPE
and may Include additional plan�rev►3e submittal
RLECOPY
Permit 1MG. 3G G�-- (3 n 8
Plait r@Via'w 0i)?rrj�rr; is subject to errors and anti,^sits,.
Approval of consimcdon docurnents does
the violation of any adopted code ol• ordinance.
of approved Field Go and conditions is acknotvied --ad:
By:
Date: __ '�92 2.—__..
City Of Tukwila
BUILDING DIVISION
RECEIVED
CITY OF TUKWILA
DEC 12 2016
PERMIT CENTER
REVISIONS BY
r
_ GAS SIZING
GAS SIZING BASE ON 2012 INTERNATIONAL FUEL GAS CODE
TABLE 402.4
�ay O ,
Al
i r
_
101 1101 1100 1100 11050
STOCK POT RANGE
VULCAN VSP
100
j
i
z
, 1100 1100 1 1050 !NEW
I _ 1460; 1460 1391 !EXISTING
25601 2560 2441 ITOTAL
(TEMOARY) GAS LOAD PROPOSED
GAS LOAD (KITCHEN EQP. t HVAC)
NEW !EXISTING GAS LOAD
-i—�
3000 1EXISTING
GAS METER MODEL # 3HIIS 2 PSI
Cr3
— NEW TEMPOARY GAS ONLY FOR VIETNAMESE NEW YEAR USED IN 4 WEEKS R
— 0.6 IN._W.C. NATURAL GAS OF 0.60 SPECIFIC GRAVITY
Qom..
BASE ON PRESSURE DROP OF 0.5 IN. WATER COLUMN
— 60' MAX. FR: GAS REGULATOR TO THE MOST REMOTE OUTLET
— EXISTING & NEW GAS PIPING = IRON PIPE SCHEDULE # 40 (RUN ABOVE GROUND)
IN. WC. PRESSURE
2' IRON PIPE
and may Include additional plan�rev►3e submittal
RLECOPY
Permit 1MG. 3G G�-- (3 n 8
Plait r@Via'w 0i)?rrj�rr; is subject to errors and anti,^sits,.
Approval of consimcdon docurnents does
the violation of any adopted code ol• ordinance.
of approved Field Go and conditions is acknotvied --ad:
By:
Date: __ '�92 2.—__..
City Of Tukwila
BUILDING DIVISION
RECEIVED
CITY OF TUKWILA
DEC 12 2016
PERMIT CENTER
REVISIONS BY
DRAWN : CHECKED
NAM DAO
DATE : 01/15/15
ISCALE : AS NOTED
,10B NO.: 001
SHEET
OF 1 SHEETS
z
z
cr
Cr3
Qom..
LU
OC
Q
CD
to
' �
CD
Ln
�<
<Ir
C-
<
LU
.U6<r
�F_64
(L
Cr
c-
ww�
(t)d)
F_
DRAWN : CHECKED
NAM DAO
DATE : 01/15/15
ISCALE : AS NOTED
,10B NO.: 001
SHEET
OF 1 SHEETS