HomeMy WebLinkAboutPermit D17-0334 - VIETNAMESE MARTYRS CHURCH - CARGO CONTAINERCHURCH OF THE
VIETNAMESE MARTYRS
6841 S 180T" ST
EXPIRED 07/11/18
D17-0334
Parcel No:
Address:
Project Name:
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.TukwilaWA.gov
DEVELOPMENT PERMIT
3623049087 Permit Number:
6841 S 180TH ST
Issue Date:
Permit Expires On:
•
CHURCH OF THE VIETNAMESE MARTYRS
D17-0334
1/12/2018
7/11/2018
Owner:
Name:
Address:
Contact Person:
Name:
Address:
Contractor:
Name:
Address:
License No:
Lender:
Name:
Address:
ARCHDIOCESE OF SEATTLE
710 9TH AVE C/O ROY ANNIE,
SEATTLE, WA, 98104
DANIEL NGUYEN
1300 S 359 ST , FEDERAL WAY, WA,
98003
AFFIDAVIT - KIEN NGUYEN
N/A - LESS THAN $5,000
//1
Phone: (206) 369-1061
Phone:
Expiration Date:
DESCRIPTION OF WORK:
INSTALLATION OF A 8 FT X 40 FT CARGO CONTAINER AS A COOKING SHELTER FOR THE ANNUAL FUNDRAISER.
Project Valuation: $1,500.00
Type of Fire Protection:
Sprinklers: NO
Fire Alarm: NO
Type of Construction: VB
Electrical Service Provided by: TUKWILA
Fees Collected: $197.60
Occupancy per IBC: U
Water District: TUKWILA
Sewer District: TUKWILA
Current Codes adopted by the City of Tukwila:
International Building Code Edition:
International Residential Code Edition:
International Mechanical Code Edition:
Uniform Plumbing Code Edition:
International Fuel Gas Code:
2015
2015
2015
2015
2015
National Electrical Code:
WA Cities Electrical Code:
WAC 296-46B:
WA State Energy Code:
2017
2017
2017
2015
Public Works Activities:
Channelization/Striping:
Curb Cut/Access/Sidewalk:
Fire Loop Hydrant:
Flood Control Zone:
Hauling/Oversize Load:
Land Altering:
Landscape Irrigation:
Sanitary Side Sewer:
Sewer Main Extension:
Storm, Drainage:
Street Use:
Water Main Extension:
Water Meter:
Volumes: Cut: 0 Fill: 0
Number: 0
No
Permit. Center Authorized Signature:
Date:
iZ S/
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. I am authorized to sign and obtain this
development permit a, • ree to the conditions attached to this permit.
Signature:
Print Name:
Date: (�I'
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: ***BUILDING PERMIT CONDITIONS***
2: Work shall be installed in accordance with the approved construction documents, and any changes made
during construction that are not in accordance with the approved construction documents shall be
resubmitted for approval.
3: All permits, inspection record card and approved construction documents shall be kept at the site of work
and shall be open to inspection by the Building Inspector until final inspection approval is granted.
4: All construction shall be done in conformance with the Washington State Building Code and the
Washington State Energy Code.
5: All food preparation establishments must have Seattle/King County Department of Public Health sign -off
prior to opening or doing any food processing. Arrangements for final Health Department inspection shall
be made by calling Seattle/King County Department of Public Health, (1-800-325-6165 ext 9-566), at least
three working days prior to desired inspection date. On work requiring Health Department approval, it is
the contractor's responsibility to have a set of plans approved by the agency on the job site.
6: All plumbing and gas piping work shall be inspected and approved under a separate permit issued by the
City of Tukwila Building Department (206-431-3670).
7: All electrical work shall be inspected and approved under a separate permit issued by the City of Tukwila
Permit Center.
8: VALIDITY OF PERMIT: The issuance or granting of a permit shall not be construed to be a permit for, or an
approval of, any violation of any of the provisions of the building code or of any other ordinances of the City
of Tukwila. Permits presuming to give authority to violate or cancel the provisions of the code or other
ordinances of the City of Tukwila shall not be valid. The issuance of a permit based on construction
documents and other data shall not prevent the Building Official from requiring the correction of errors in
the construction documents and other data.
9: Portable fire extinguishers, not housed in cabinets, shall be installed on the hangers or brackets supplied.
Hangers or brackets shall be securely anchored to the mounting surface in accordance with the
manufacturer's installation instructions. Portable fire extinguishers having a gross weight not exceeding 40
pounds (18 kg) shall be installed so that its top is not more than 5 feet (1524 mm) above the floor. Hand-
held portable fire extinguishers having a gross weight exceeding 40 pounds (18 kg) shall be installed so that
its top is not more than 3.5 feet (1067 mm) above the floor. The clearance between the floor and the
bottom of the installed hand-held extinguishers shall not be less than 4 inches (102 mm). (IFC 906.7 and IFC
906.9)
10: Extinguishers shall be located in conspicuous locations where they will be readily accessible and
immediately available for use. These locations shall be along normal paths of travel, unless the fire code
official determines that the hazard posed indicates the need for placement away from normal paths of
travel. (IFC 906.5)
11: Fire extinguishers require monthly and yearly inspections. They must have a tag or label securely attached
that indicates the month and year that the inspection was performed and shall identify the company or
person performing the service. Every six years stored pressure extinguishers shall be emptied and
subjected to the applicable recharge procedures. If the required monthly and yearly inspections of the fire
extinguisher(s) are not accomplished or the inspection tag is not completed, a reputable fire extinguisher
service company will be required to conduct these required surveys. (NFPA 10, 7.2, 7.3)
12: The total number of fire extinguishers required for an ordinary hazard occupancy with Class A fire hazards is
calculated at one extinguisher for each 1,500 sq. ft. of area. The extinguisher(s) should be of the "All
Purpose" (3A, 40B:C) dry chemical type. Travel distance to any fire extinguisher must be 75' or less. (IFC
906.3) (NFPA 10, 5.4)
13: Maintain fire extinguisher coverage throughout.
14: Contact The Tukwila Fire Prevention Bureau to witness all required inspections and tests. (City Ordinances
#2436 and #2437)
15: Any overlooked hazardous condition and/or violation of the adopted Fire or Building Codes does not imply
approval of such condition or violation.
16: These plans were reviewed by Inspector 511. If you have any questions, please call Tukwila Fire Prevention
Bureau at (206)575-4407.
PERMIT INSPECTIONS REQUIRED
Permit Inspection Line: (206) 438-9350
1700 BUILDING FINAL**
1400 FIRE FINAL
CITY OF TUKW1..A
Community Development Department
Public Works Department
Permit Center
6300 Southcenter Blvd., Suite 100
Tukwila, WA 98188
http://www.TukwilaWA.gov
Building Permit No. 1)11 O332 -f
Project No.
Date Application Accepted: � € ( 7
Date Application Expires:
(For office use only)
CONSTRUCTION PERMIT APPLICATION
Applications and plans must be complete in order to be accepted for plan review.
Applications will not be accepted through the mail or by fax.
**Please Print**
SITE LOCATION
Site Address:
King Co Assessor's Tax No.:
-1*�Lt1;1A11 Suite Number: Floor:
Tenant Name: V 1 E-7 t .I4LI Ar ')1g TAP i —I- New Tenant: ❑ Yes Ed. No
PROPERTY OWNER
Name:
-
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,r
! rul y tom[
Name: .Agawc_
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4i+l
Address:
Phone: oce,,,)7 - 7.4 - S -
3 S
city: -.� i Tb-
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zip: tb t c) t
CONTACT PERSON - person receiving all project
communication
Name:
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! rul y tom[
City: State: Zip:
Address: dC)t
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7 ; '
-7T•
Phone: oce,,,)7 - 7.4 - S -
3 S
City•
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Phone
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Fax:
I .kr\1 fE-1, i L1 f'
Y-F-INIe l I C-,-NAA-11 ,. C 3lM
GENERAL CONTRACTOR INFORMATION
Company Name: /�
,
Architect Name:
City: State: Zip:
Address: jGj
Address: (/
WA- P►3 L1
Phone: oce,,,)7 - 7.4 - S -
Email:
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City:
State:
i
Zip:
Phone:
Fax:
Contr Reg No.:
Exp Date:
Tukwila Business License No.:
H:Wpplications\Forms-Applications On Line\2012 ApplicationsU'ermit Application Revised - 2-7-12.docx
Revised: February 2012
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ARCHITECT OF RECORD
Company Name:
P�>.vIpiCA< ARC..Mi T
,
Architect Name:
City: State: Zip:
Address: jGj
City: State: 4p:
WA- P►3 L1
Phone: oce,,,)7 - 7.4 - S -
Email:
�LhF ,. P)1ZcD6f-T2‘c vi RRC u % i G C Av.
ENGINEER OF RECORD
Name:
Company Name:
City: State: Zip:
Engineer Name: �R (1 --IRC
Address; 7
3611 Li._
City :HNI\t 1I --M4 I AG
W l�'p. 4254:2,
Phone( ax:
ao�\ G2.,-Qibci
i
Email: /1
LENDER/BOND ISSUED (required for projects $5,000 or
greater per RCW 19.27.095)
Name:
Address:
City: State: Zip:
Page 1 of 4
BUILDING PERMIT INFORMATII .206-431-3670
Valuation of Project (contractor's bid price): $ j SC -)C.-3
Existing Building Valuation: $
Describe the scope of work (please provide detailed information):
ire
-. f _f.
CC -a
7k -N Ktu
Will there be new rack storage? ❑ .... Yes [<No If yes, a separate permit and plan submittal will be required.
Provide All Building Areas in Square Footage Below
PLANNING DIVISION:
Single family building footprint (area of the foundation of all structures, plus any decks over 18 inches and overhangs greater than 18 inches)
*For an Accessory dwelling, provide the following:
Lot Area (sq ft): Floor area of principal dwelling: Floor area of accessory dwelling:
*Provide documentation that shows that the principal owner lives in one of the dwellings as his or her primary residence.
Number of Parking Stalls Provided: Standard: Compact: Handicap:
Will there be a change in use? 0 Yes 0 No If "yes", explain:
FIRE PROTECTION/HAZARDOUS MATERIALS:
❑ Sprinklers 0 Automatic Fire Alarm 0 None 0 Other (specify)
Will there be storage or use of flammable, combustible or hazardous materials in the building? 0 Yes 0 No
If `yes', attach list of materials and storage locations on a separate 8-1/2" x 11" paper including quantities and Material Safety Data Sheets.
SEPTIC SYSTEM
❑ On-site Septic System — For on-site septic system, provide 2 copies of a current septic design approved by King County Health
Department.
H:Wpplications\Forms-Applications On Line \2O12 Applications\Permit Application Revised - 2-7-I2.docx
Revised: February 2012
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Page 2 of 4
Existing
Interior Remodel
Addition to
Existing
Structure
New
Type of
Construction per
IBC
Type of
Occupancy per
IBC
1St Floor
2nd Floor
3rd Floor
Floors thru
Basement
Accessory Structure*
Attached Garage
Detached Garage
Attached Carport
Detached Carport
Covered Deck
Uncovered Deck
PLANNING DIVISION:
Single family building footprint (area of the foundation of all structures, plus any decks over 18 inches and overhangs greater than 18 inches)
*For an Accessory dwelling, provide the following:
Lot Area (sq ft): Floor area of principal dwelling: Floor area of accessory dwelling:
*Provide documentation that shows that the principal owner lives in one of the dwellings as his or her primary residence.
Number of Parking Stalls Provided: Standard: Compact: Handicap:
Will there be a change in use? 0 Yes 0 No If "yes", explain:
FIRE PROTECTION/HAZARDOUS MATERIALS:
❑ Sprinklers 0 Automatic Fire Alarm 0 None 0 Other (specify)
Will there be storage or use of flammable, combustible or hazardous materials in the building? 0 Yes 0 No
If `yes', attach list of materials and storage locations on a separate 8-1/2" x 11" paper including quantities and Material Safety Data Sheets.
SEPTIC SYSTEM
❑ On-site Septic System — For on-site septic system, provide 2 copies of a current septic design approved by King County Health
Department.
H:Wpplications\Forms-Applications On Line \2O12 Applications\Permit Application Revised - 2-7-I2.docx
Revised: February 2012
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Page 2 of 4
PUBLIC WORKS PERMIT INFO, ATION — 206-433-0179
Scope of Work (please provide detailed information):
Call before you Dig: 811
Please refer to Public Works Bulletin #1 for fees and estimate sheet.
Water District
❑ .. Tukwila 0 ...Water District #125
❑ .. Water Availability Provided
Sewer District
❑ .. Tukwila
❑ .. Sewer Use Certificate
0... Highline
❑ ...Valley View 0...Renton
❑ ...Sewer Availability Provided
❑... Renton
❑... Seattle
Septic System:
❑ On-site Septic System — For on-site septic system, provide 2 copies of a current septic design approved by King County Health Department.
Submitted with Application (mark boxes which apply):
❑ .. Civil Plans (Maximum Paper Size — 22" x 34")
❑ .. Technical Information Report (Storm Drainage)
❑ .. Bond 0... Insurance 0... Easement(s)
Proposed Activities (mark boxes that apply):
❑ .. Right-of-way Use - Nonprofit for less than 72 hours
❑ .. Right-of-way Use - No Disturbance
❑ .. Construction/Excavation/Fill - Right-of-way ❑
Non Right-of-way 0
❑ .. Total Cut
❑ .. Total Fill
cubic yards
cubic yards
❑ .. Sanitary Side Sewer
❑ .. Cap or Remove Utilities
❑ .. Frontage Improvements
❑ .. Traffic Control
❑ .. Backflow Prevention - Fire Protection
Irrigation
Domestic Water
0... Geotechnical Report
0...Maintenance Agreement(s)
❑ .. Traffic Impact Analysis
❑ .. Hold Harmless — (SAO)
❑ .. Hold Harmless — (ROW)
0...Right-of-way Use - Profit for less than 72 hours
0...Right-of-way Use — Potential Disturbance
0... Work in Flood Zone
0... Storm Drainage
0...Abandon Septic Tank
❑...Curb Cut
0...Pavement Cut
0...Looped Fire Line
❑ .. Permanent Water Meter Size (1)
❑ .. Temporary Water Meter Size (I)
❑ .. Water Only Meter Size
❑ .. Sewer Main Extension Public 0
❑ .. Water Main Extension Public 0
57
15
0...Grease Interceptor
❑... Channelization
D... Trench Excavation
❑... Utility Undergrounding
WO # (2) " WO # (3) " WO #
WO # (2) " WO # (3) " WO #
WO # 0 .. Deduct Water Meter Size "
Private 0
Private 0
FINANCE INFORMATION
Fire Line Size at Property Line Number of Public Fire Hydrant(s)
0 .. Water ❑ .. Sewer 0 .. Sewage Treatment
Monthly Service Billing to:
Name: Day Telephone:
Mailing Address:
City State Zip
Water Meter Refund/Billing:
Name:
Mailing Address:
Day Telephone:
City
State Zip
H:Wpplications\Forms-Applications On Line\2012 ApplicationsWennit Application Revised - 2-7-12.docx
Revised: February 2012
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Page 3 of 4
PERMIT APPLICATION NOTES –
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 or more extensions of time for additional periods not exceeding 90 days each. The extension shall be
requested in writing and justifiable cause demonstrated. Section 105.3.2 International Building Code (current edition).
I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE UNDER
PENALTY OF PERJURY BY THE LAWS OF THE STATE OF WASHINGTON, AND I AM AUTHORIZED TO APPLY FOR THIS PERMIT.
BUILD OWNER ORIZED AGENT: r
Signat I i o Date: f le5 117
Print Name: 1\4( , ; }' Q N' �1�F Day Telephone: �` -i'7�, )3 �—nro (
Mailing Address: .1y.....7Gj , 5(31-11- ',T. j . -_ ;RAL_ 1/V A- y 11,1-,-- t.4 `z
City / State Zip /
H:Wpplications\Forms-Applicaiions On Line \2012 Applications\Permit Application Revised - 2-7-12.docx
Revised: February 2012
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Page 4 of 4
Cash Register Receipt
City of Tukwila
Receipt Number
DESCRIPTIONS
PermitTRAK
ACCOUNT
I QUANTITY
PAID
$330.76
D17-0334 Address: 6841 S 180TH ST
Apn: 3623049087
$197.60
Credit Card Fee
$5.76
Credit Card Fee
R000.369.908.00.00
0.00
$5.76
DEVELOPMENT
$186.33
PERMIT FEE
R000.322.100.00.00
0.00
$110.20
PLAN CHECK FEE
R000.345.830.00.00
0.00
$71.63
WASHINGTON STATE SURCHARGE
B640.237.114
0.00
$4.50
TECHNOLOGY FEE
$5.51
TECHNOLOGY FEE
I R000.322.900.04.00
0.00
$5.51
PG17-0172 Address: 6841 S 180TH ST
Apn: 3623049087
$133.16
Credit Card Fee
..
-$3.88
Credit Card Fee
I R000.369.908.00.00
0.00
i
$3.88
PLUMBING
$124.31
PERMIT FEE
R000.322.100.00.00
0.00$66.30
PERMIT ISSUANCE BASE FEE
R000.322.100.00.00
0.00
$33.15
PLAN CHECK FEE
R000.322.103.00.00
0.00
.;q
$24.86
TECHNOLOGY FEE
. $4.97
TECHNOLOGY FEE
TOTAL FEES PAID BY RECEIPT: R13049
R000.322.900.04.00 0.00
$4.97
$330.76
Date Paid: Monday, December 18, 2017
Paid By: TRUNG NGUYEN
Pay Method: CREDIT CARD 02335G
Printed: Monday, December 18, 2017 2:57 PM 1 of 1
CSYSTEM$
BRODERICK
ARCHITECTS
11/6/17
Attn: Plans Examiner
Tukwila Building Division
6300 Southcenter Blvd., Suite #100
Tukwila, WA 98188
RE:
Project #:
Project Name:
Special Permission — Director: Decision Criteria
Church of the Vietnamese Martyrs — Cargo Container
6801 S 180th Street, Tukwila WA
REVIEWED FOR
CODE COMPLIANCE
APPROVED
DEC 2 7 2011
City of Tukwila
BUILDING 11V.1S&0.
The Vietnamese Martyrs Catholic Parish is applying for permission to temporarily place a cargo container
on the south end of their property for the fourth consecutive year. The container will be 40' x 8', and meet
all applicable criteria, as outlined below. The cargo container will occupy (3) existing parking stalls.
Currently the Parish has a parking requirement of 238 stalls, with 241 provided on site;. The three stall
deficit will bring the total provided down to 238, which meets the required quantity. The cargo container will
only be on site temporarily. It will be used for a festival from January 25th thru February 17th, then will be
removed from the site. While it is on site, the cargo container will be screened by potted plants
(thujaoccidentalis — 5' specimens). The cargo container will also be painted white to match the adjacent
building. See attached site plan for details. Please see our responses to specific review requirements
listed below.
Review Criteria:
1. Only two cargo containers will be allowed per lot, maximum length of 40 feet. One 40' container is
proposed.
2. The container is located to minimize the visual impact to adjacent properties, parks, trails and
rights-of-way as determined by the Director. The container is placed near the southwest corner of
the building adjacent to the loading dock area. The container will be painted to match the building
color to help disguise it from the neighboring dike walkway.
3. The cargo container is sufficiently screened from adjacent properties, parks, trails and rights-of-
way,
ights-ofway, as determined by the Director. Screening may be a combination of solid fencing, landscaping,
or the placement of the cargo containers behind, between or within buildings.The cargo container
will be screened by potted plants to help disguise it. The plants will be located to hide the
container as well as possible, while maintaining access to the (3) doors on the container. The
screening will be 5' tall thujaoccidentalis (smargad) plants in large containers — placed
approximately 20" on center around the perimeter of the container as shown in the attached site
plan.
4. If located adjacent to a building, the cargo container must be painted to match the building's color.
The container will be painted to match the building. ;RECEIVED
5. Cargo containers may not occupy any required off-street parking spaces.The� TUKWILA
bro33
DEC 182017
PERMIT CENTER
temporarily occupying (3) offsite parking spaces, but not required parking spaces. The container
has a limited duration on site, and will be removed after the festival in February 2018.
6. Cargo containers shall meet all setback requirements for the zone. The container meets all setback
requirements.
7. Outdoor cargo containers may not be refrigerated.The container is not refrigerated.
8. Outdoor cargo containers may not be stacked.The container will not be stacked.
We believe the proposed cargo container location and placement meets all City of Tukwila requirements. If
you have any questions or concerns, please contact us at your convenience.
Sincerely,
Kevin J. Broderick, AIA
Broderick Architects
6/1/2018
City of Tukwila
Department of Community Development
DANIEL NGUYEN
1300 S 359 ST
FEDERAL WAY, WA 98003
RE: Permit No. D17-0334
CHURCH OF THE VIETNAMESE MARTYRS
6841 S 180 ST
Dear Permit Holder:
Allan Ekberg, Mayor
Jack Pace, Director
In reviewing our current records, the above noted permit has not received a final inspection by the City of Tukwila Building
Division. Per the International Building Code, International Mechanical Code, Uniform Plumbing Code and/or the National Electric
Code, every permit issued by the Building Division under the provisions of these codes shall expire by limitation and become null
and void if the building or work authorized by such permit has not begun within 180 days from the issuance date of such permit, or if
the building or work authorized by such permit is suspended or abandoned at any time after the work has begun for a period of 180
days. Your permit will expire on 7/11/2018.
Based on the above, you are hereby advised to:
1) Call the City of Tukwila Inspection Request Line at 206-438-9350 to schedule for the next or final inspection. Each
inspection creates anew 180 day period, provided the inspection shows progress.
-or-
2) Submit a written request for permit extension to the Permit Center at least seven(7) days before it is due to expire.
Address your extension request to the Building Official and state your reason(s) for the need to extend your permit.
The Building Code does allow the Building Official to approve one extension of up to 180 days. If it is determined that your
extension request is granted, you will be notified by mail.
In the event you do not call for an inspection and/or receive an extension prior to 7/11/2018, your permit will become null and void
and any further work on the project will require a new permit and associated fees.
Thank you for your cooperation in this matter.
Sincerely,
`ace'e
Permit Technician
File No: D17-0334
6300 Southcenter Boulevard Suite #100 • Tukwila, Washington 98188 • Phone 206-431-3670 • Fax 206-431-3665
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
REVIEWED FOR
CODE COMPLIANCE
APPROVED
DEC 2 7 2017
City of Tukwila
BUILDING DI IISIO;
br7Q33q
Valid from 7/1/2017 through 6/30/2018
RECEIVED
CITY OF TUKWILA
DEC 18 2017
PERMIT CENTER
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.
1.L,. GROSS
:S'IRUCI"URAL ENGINEERS
Vietnamese Martyrs
Cargo Container
Tukwila, WA
Structural Uplift Analysis Calculations for
Permit Submittal
REVIEWED FOR
CODE COMPLIANCE
APPROVED
DEC 27 2017
City of Tukwila
1
V7Q33LI
November 3, 2017
RECEIVED
CITY OF TUKWILA
DEC 18 2017
PERMIT CENTER
23914 56th Ave W. — Suite # 200
Mountlake Terrace, WA 98043 Ph. (206) 623-0769 • (425) 640-7333
1 of 1
s Summary Report http://ehpl-earthquake.cr.usgs.gov/designmaps/us/summary.php?te...
IusGS Design Maps Summary Report
User -Specified Input
Report Title Vietnamese Martyrs
Frl 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 47.44112°N, 122.21573°W
Site Soil Classification Site Class D - "Stiff Soil"
Risk Category I/II/III
I-7Smi I
5000m8
'11
EastRenton
Highlands': c:
IARBOR
0B
_East Hill
• 4?'
'0 mapgUast '
USGS-Provided Output
Ss = 1.403 g
Sl = 0.523 g
-Kent
SMS = 1.403 g
SML = 0.784 g
lvi
Sss = 0.936 g
SD1 = 0.523 g
® MapQuest
For information on how the SS and Si values above have been calculated from probabilistic (risk -targeted) and
deterministic ground motions in the direction 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
1.35
1.20
1.05
0.90
0.75
0.60
0.45
0.30
0.15
0.00
0.00 0.20
0.40 0.0 0.80 1.00 1.20 1.40 1.60 1.90
Period, T (sec)
2.00
1.10
1.00
0.90
0.80
0.70
01 0.60
0.50
0.40
0.30
0.20
0.10
0.00
0.00
Design Response Spectrum
0.20 0.40 0.0 0.80 1.00 1.20 1.40 1.60 1.90
Period, T (sec)
2.00
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 /14/1(11G 11.111 D11d
I.L. Gros 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, 2:40PM
ASCE Seismic Base Shear
File = v:1A5AQ92-E\V2OPHI-DICSIQ59-21CSIQ59-2.EC6
ENERCALC, INC. 1983-2015, Build:6.15.1.6, Ver:6.15.1.6
• KW46002858174.
•
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
Seismic Importance Factor =
USER DEFINED Ground Motion
1
ASCE 7-l0, Page 2, Table 1.5-1
ASCE 7-10, Page 5, Table 1.5-2
ASCE 7-10 11.4.1
Max. Ground Motions, 5% Damping :
SS
1
• 1.403 g, 0.2 sec response
• 0.5230 g, 1.0 sec response
Site Class, Site Coeff. and Design Category
Site Classification "D" : Shear Wave Velocity 600 to 1,200 ft/sec
Site Coefficients Fa & Fv
(using straight-line interpolation from table values)
Maximum Considered Earthquake Acceleration SMS = Fa * Ss
SM1=Fv*S1
Design Spectral Acceleration
Seismic Design Category
Resisting System
Basic Seismic Force Resisting System ...
Response Modification Coefficient " R "
System Overstrength Factor " Wo "
Deflection Amplification Factor " Cd "
Fa
Fv
SDS SMS 213
S Di S Mi 2/3
= D
= 1.00
= 1.50
• 1.403
= 0.785
= 0.935
= 0.523
• D
ASCE 7-10 Table 20.3-1
ASCE 7-10 Table 11.4-1 & 17.4-2
ASCE 7-10 Eq. 11.4-1
ASCE 7-10 Eq. 11.4-2
ASCE 7-10 Eq. 11.4-3
ASCE 7-10 Eq. 11.4-4
ASCE 7-10 Table 11.6.1 & -2
ASCE 7-10 Table 12.2-1
Bearing Wall Systems
Light -framed walls with shear panels of all other materials
2.00 Building height Limits :
= 2.00 Category "A & B" Limit:
= 2.00 Category "C" Limit:
Category "D" Limit:
Category "E" Limit:
Category "F" Limit:
NOTE! See ASCE 7-10 for all applicable footnotes.
Redundancy Factor
No Limit
No Limit
Limit = 35
Not Permitted
Not Permitted
ASCE 7-10 Section 12.3.4
Seismic Design Category of D, E, or F therefore Redundancy Factor " p " = 1.3
Lateral Force Procedure
ASCE 7-10 Section 12.8.2
Equivalent Lateral Force Procedure
The "Equivalent Lateral Force Procedure" is being used according to the provisions of ASCE 7-1012.8
Determine Building Period
Structure Type for Building Period Calculation :
" Ct " value = 0.020
" x " value = 0.75
" Ta " Approximate fundemental period using Eq. 12.8-7 :
"TL" : Long -period transition period per ASCE 7-10 Maps 22-12 -> 22-16
All Other Structural Systems
" hn " : Height from base to highest level =
" Cs " Response Coefficient
Ta=Ct*(hn^x) =
8.50 ft
0.100 sec
6.000 sec
Use ASCE 12.8-)
Building Period " Ta " Calculated from Approximate Method selected
= 0.100 sec
ASCE 7-10 Section 12.8.1.1
S DS: Short Period Design Spectral Response
" R " : Response Modification Factor
" I " : Seismic Importance Factor
= 0.935 From Eq. 12.8-2, Preliminary Cs
= 2.00 From Eq. 12.8-3 & 12.8-4 , Cs need not exceed
= 1 From Eq. 12.8-5 & 12.8-6, Cs not be less than
User has selected ASCE 12.8.1.3: Regular structure,
Less than 5 Stories and with T «= 0.5 sec, SO Ss <= 1.5 for Cs calculation
Cs : Seismic Response Coefficient =
= 0.468
2.627
0.041
= 0.4677
y.L. Grogs 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, 2:40PM
ASCE Seismic Base Shear
Lic. # : KW -06002858
j Seismic Base Shear
Cs = 0.4677 from 12.8.1.1
File = v:1A5A092-E1V2OPHI-DICSIQ59-21CS1059-2.EC6
ENERCALC, INC. 1983-2015, Build:6.15.1.6, Ver:6.15.1.6
Licensee : I.L. GROSS STRUCTURAL ENGINEERS
ASCE 7-10 Section 12.8.1
Vertical Distribution of Seismic Forces
" k " : hx exponent based on Ta = 1.00
Table of building Weights by Floor Level...
W ( see Sum Wi below) _
Seismic Base Shear V = Cs * W =
10.00 k
4.68 k
ASCE 7-10 Section 12.8.3
Level #
Wi : Weight Hi : Height (Wi * Hi) Ak Cvx Fx=Cvx * V Sum Story Shear Sum Story Moment
1
Sum Wi=
10.00
10.00 k
8.50
Sum Wi * Hi =
r Diaphragm Forces : Seismic Design Categy "B" to "F" i
Level # Wi Fi
85.00 1.0000
85.00 k -ft
4.68
Total Base Shear =
4.68
4.68 k
Base Moment =
0.00
39.8 k -ft
ASCE 7-10 12.10.1.1
Sum Fi
Sum Wi Fpx
1
10.00 4.68 4.68 10.00
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 * 1 * 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
3.74
LL. Gros -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: 3 NOV 2017, 2:36PM
IBC 2015 1609.6 Alternate AII-Heights Wind
Lic. # : KW -06002858
icense
File = V:\AUGZ08-X1V2OPHI-D\CSIQ59-21CSIQ59-2.EC6
ENERCALC, INC. 1983-2017, Build:10.17.8.3, Ver:10.17.8.3
e • - 1 I L
Description :
Vietnamese Martyrs Wind Force on Cargo Container
Analytical Values
Calculations per IBC 2015 1609.6
User verified these IBC 2015 AII-Heights Wind Method Limitations :
1609.6.1 (1) :
1609.6.1 (2) :
1609.6.1 (3) :
1609.6.1 (4) :
1609.6.1 (5) :
1609.6.4.1 :
Total Height <= 75 ft with (Height / Least Width) <= 4
-or- Fundamental frequency >= 1 hertz
Not sensitive to dynamic effects
Site not affected by channeling/buffeting from upwind items
Simple diaphragm building per ASCE 7-05 Sec 26.2
Aware of ASCE 7 provisions for open buildings, multispan gable
roofs, stepped roofs, sawtooth roofs, domed roofs, roofs with
slopes > 45 deg, solid free standing walls & signs.
Aware of need to check torsion per ASCE 7 Fig. 27.4-8
MWFRS Table per IBC 2015 1609.6.2, Section 1
WINDWARD WALLS & PARAPETS
Analytical Values...
Exposure Category, ASCE 7-10 Sect 26.7.3
Mean Roof Height
Topographic Factor per ASCE 7-10 Sec 26.8.2
K1 = 0.250 K2 = 1.0
Force Kzt to 1.0 per ASCE 7-10 26.8.2
Topographic Factor Kzt = (1+K1*K2*K3)^2 =
V : Basic Wind Speed
per ASCE 7-10 26.5.1
K3 =
Exposure B
8.50 ft
1.0
Yes
1.000
115.0 mph
Design Pressure P = 0.00256 VA2 K CK
netz zt
WALLS PARAPETS p-sf
Partially Enclosed
+Internal -Internal
Kz based on ibc 2015 1609.6.4.2 Item 1
Height Kz +Internal -Internal
Enclosed
0-15'
20'
25'
30'
40'
50'
60 '
70 '
80'
90'
100'
LEEWARD & SIDEWALLS
0.570 8.32 14.13 2.13 20.32
0.620 9.05 15.37 2.32 22.10
0.660 9.64 16.36 2.46 23.53
0.700 10.22 17.35 2.61 24.95
0.760 11.09 18.84 2.84 27.09
0.810 11.82 20.07 3.02. 28.87
0.850 12.41 21.07 3.17 30.30
0.890 12.99 22.06 3.32 31.73
0.930 13.58 23.05 3.47 33.15
0.960 14.01 23.79 3.59 34.22
0.990 14.45 24.54 3.70 35.29
Enclosed Partially Enclosed
+Internal -Internal +Internal -Internal
Enclosed Partially Enclosed
24.77
26.94
28.68
30.42
33.03
35.20
36.94
38.68
40.41
41.72
43.02
24.77
26.94
28.68
30.42
33.03
35.20
36.94
38.68
40.41
41.72
43.02
Kz based on IBC 2015 1609.6.4.2 Item 2
Leeward Wall
Side Wall
Parapet Wall : Leeward
0.570
-9.87
-12.77
Both Directions
-4.06 -16.06
-6.77 -18.77
-16.45 Both Directions
2.13
0.77
-16.45
I.L. GrogsStructural Engineers
23914 56th Ave West
Project Title: Vietnamese Martyrs Cargo Container
Engineer: VM Project ID:
Project Descr: Uplift Analysis on Temporary Cargo Container
Printed: 3 NOV 2017, 2:36PM
IBC 2015 1609.6 Alternate AII-Heights Wind
Lic. # : KW -06002858
Description :
Vietnamese Martyrs Wind Force on Cargo Container
MWFRS per IBC 2015 -Table 1609.6.2 Section 1
Kz per IBC 2015 1609.6.4.2 Item 2 = 0.570
WIND PERPENDICULAR TO RIDGE
File = V:IAUGZ08-X1V2OPHI-DICSIQ59-21CSIQ59-2.EC6
ENERCALC, INC. 1983-2017, Build:10.17.8.3, Ver..10.17.8.3
Licensee : I.L. GROSS STRUCTURAL ENGINEERS
Design Pressure P = 0.00256 VA2 Kz net Kzt
psf
Leeward Roof or Flat Roof
Windward Roof Slopes
Enclosed
Partially Enclosed
+Internal -Internal +Internal -Internal
-12.77
-6.77
-18.77 -0.77
Slope < 2:12 (10 deg)
Slope < 4:12 (18 deg)
Slope < 5:12 (23 deg)
Slope < 6:12 (27 deg)
Slope < 7:12 (30 deg)
Slope < 9:12 (37 deg)
Slope < 12:12 (45 deg)
WIND PARALLEL TO RIDGE
Condition 1
Condition 2
Condition 1
Condition 2
Condition 1
Condition 2
Condition 1
Condition 2
Condition 1
Condition 2
Condition 1
Condition 2
-21.09 -15.29 -27.29 -9.10
-5.42 0.39 -11.61 6.58
-14.13 -8.13 -20.13 -2.13
-0.97 4.84 -7.16 11.03
-11.22 -5.42 -17.42 0.77
0.58 6.58 -5.61 12.58
-9.10 -3.10 -15.09 2.90
1.16 7.16 -4.84 13.16
-7.16 -1.16 -13.16 -5.03
1.35 7.16 -4.84 13.35
-5.22 0.77 -11.22 6.77
2.71 8.51 -3.48 14.71
2.71 8.51 -3.48 14.71
All slopes including Flat Roofs -21.09 -15.29 -27.29 -9.10
Roof & Overhang Components & Cladding per IBC 2015 Table .1609.6.2, Section 2 & 3
Design Pressure P = 0.00256 VA2 K CK
netz zt
Description
Continuity Item Type
Eff. Area Kz
ft^2
Enclosed
Partially
Enclosed
No Discontinuity Tall Flat top roof where h>60 ft 10.00 0.570 + : 0.00 0.00
Work Parapet Components & Cladding per IBC 2015 Table 1609.6.2, Section 4 & 5
Description
Continuity Item Type
- : -25.93 -32.12
Design Pressure P = 0.00256 VA2 K net Kzt
Kz
Z, Ht. Above Ground Eff. Area Enclosed Partially
Level, ft ft^2Enclosed
No Discontinuity Wall Elements, h<=60 ft 25 10.00 0.66 + : 22.41 29.58
-24.42 -31.37
Container Weight = 10000# per Aztec Container
40 'twat: viith 2 Ra -Up ?mss
40'x8.5'x8'
40' X 8' CARGO CONTAINER
TEMPORARY LOCATION
OCCUPIES (5) PARKING
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.
Veq=4.68x1.3x0.7=4.3k.
eEF��NG
Uplift EQ: 0.6-.014Sds x D = 0.6-0.14(.936) = 0.47D
EXISTING TRUCK
LOADING AREA -
Wind = 22 psf. Vwind transverse = 22 psf x 40 x 8.5 = 7.480 x 0.6 = 4.5k
Therefore Wind Governs
N
AAJiMp = 4/15K(ASD)
‘0J =I°14
GZ
LJP�� T= l (2. moo.
-trey l **2- �i1 AIZY` L S
I�
890$V621 s ili, 7-4 )e
-Pf7
(3J SS Sol' Rom_r 16594(
64, cvR 46."_, lO6. -
01►5 7e 0,5 3f3,3 �
/lues
py,25-K-.7 -
7=-6- = ilMe1-10 - 1' 7-b' -5 17E(c)#
PSsv,H.6.
;14(6, 941
-,
RAD 1.ot4D ¢
/064 -- 04/ Qp
s, cs541=1/$0#
(3) V11/2464- S r (`f/ Go41466, L5 r 1158 #fJ d€/Lfc- = Sgt96�
,11,141= Dr3 x 1:57 1(90 y6V2 7 .i/S - /,03 F,S,....
ISD (l) &Q,2. ?'1 ?
/S,y6
p�✓� (t)5( w4 aai-i-s
0111 -rbk- 1 4 -tap sg-romuy vel -IIT
/4000 = #9446
097- /yscv= /,;p
DK
I.L. GROSS
B RDCIIIRAt.BNCHlSEIIB
VM Gft0�K
SHEET TITLE
V 167/`(4M �S 4414 --TY /1',S 414Thiti
PROJECT
M PbAc
SCALE
v4,
DESIGNED BY
CLIENT
CHECKED
_/S
DATE
/0e/
SHEET
23914 56th Avenue West - Suite 200 Mountlake Terrace, Washington 98043
(Ph) 206.623.0769 or 425.640.7333
PERMIT COORD COPY.
PLAN REVIEW/ROUTING SLIP
PERMIT NUMBER: D17-0334 DATE: 12/18/17
PROJECT NAME: CHURCH OF THE VIETNAMESE MARTYRS
SITE ADDRESS:. 6841 S 180 ST
X Original Plan Submittal Revision # before Permit Issued
Response to Correction Letter #
Revision # after Permit Issued
DEPARTMENTS:
R-1 NIU
Building Division
Public Works
D7
A -/A AVG P)-7 r7 " PO 46iJ;L1
Fire Prevention 141Planning Division
Structural
❑ Permit Coordinator
PRELIMINARY REVIEW:
Not Applicable ❑
(no approval/review required)
DATE: 12/19/17
Structural Review Required
REVIEWER'S INITIALS: DATE:
C
APPROVALS OR CORRECTIONS:
DUE DATE: 01/16/18
Approved
Corrections Required
❑ Approved with Conditions
❑ Denied ❑
(corrections entered in Reviews) (ie: Zoning Issues)
Notation:
REVIEWER'S INITIALS:
DATE:
,Permit Center Use Only
CORRECTION LETTER MAILED:
Departments issued corrections: Bldg 0 Fire 0 Ping 0 PW 0 Staff Initials:
12/18/2013
CITY OF TUKWVILA
Department of Community Development
6300 Southcenter Boulevard, Tukwila, WA 98188
Telephone: (206) 431-367o FAX (206) 431-3665.
E-mail: tukplan@ci.tukwila.wa.us
Permit Center/Building Division
206 431-3670
Public Works Department
206 433-0179
Planning Division
206 431-3670
AFFIDAVIT IN LIEU OF CONTRACTOR REGISTRATION
PERMIT NO: IM07297
STATE OF WASHINGTON)
) ss.
COUNTY OF KING )
fr'ti t"Ie1i4't'i_2'J, states as follows:
[please priy{t na
1. 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 18.27.090 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 , 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
er's Agentj
Signed and sworn to before me this
1()- day of Janry ,20j
l
NOTARY PUBLIC in ad for State of Washington
Residing at
Name as commissioned:
My commission expires:
zwh IIS Wile"y
17IOA
\bo
18.27.090 Exemptions. The registration provisions of this chapter do not apply to:
1. 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 46.70 RCW who shall
warranty service and repairs under chapter 46.70 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;
to. 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;
11. 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;
18. An entity who holds a valid' electrical, contractor's
license under chapter 19:28-RCW that eitploys,a certified
journeyman electrician, -a certified residential}specialty
electrician, or an electricalrtra nee 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 abhousehold
appliance or other small househo1 I tllization;equipment
o -
that requires limited electric pwerd'
limited waste
and/or water connections. An,electrical trainee must be
supervised by a certified electrician ''wlile performing
plumbing work.
Per Washington State Department of Labor and Industries lessee has
been interpreted to be equivalent to owner for purposes of exemptions.
•
writing. Copyright 0 Thursday, February 4, 2016 by Broderick Architects, pllc
s
5
s
PARCEL # 3623049094
EXISTING 5'
CHAIN LINK FENCE
PSpNPk-19P'��NG
"TRUE POINT OF
BEGINNING"
& "POINT A"
Z•
00
¢>
ac
111LU11
0�
00
ZW
Z�
wDZ°L
CZ
L)w
48'-0"
EXISTING ASPHALT
PARKING, TYP.
PARCEL # 3623049017
1 ■ 4 5 • LL®■■• ■
- - - -�' Q" , 19'-r" -
FRONT SETS
EXISTING LAWN
EXISTIN
•
•
•
GREEN RIVER
PLANNING APPROVE_
: No changes can be madeto these
plans without approval from the
Planning Division of DCD
Approved Dy:,- ,goal
Date'
•
`\
•
•
EXISTING CHURCH
40' X 8' CARGO CONTAINER
TEMPORARY LOCATION
OCCUPIES (5) PARKING
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.
SHORELINE URBAN CONSERVANCY
ENVIRONMENT SETBACK -
125' FROM OHWM @
NON -RESTORED LEVY AREA
EXISTING
CONCRETE
PATIO
EXISTING CHAIN
LINK FENCE
EXISTING LAWN
OE OF SLOP
SEPARATE PERMIT
REQUIRED FOR:
I Mechanical
Eellectrioal
[Plumbing
1 (Gas Piping
LCity of Tu
yll,n1;`.NG
ARCHITECTURAL SITE PLAN
1" = 30'
ORDINARY HIGH WATER
MARK @ 15'
WO
04$ ftimow,
as
00
REVISIONS
change -s sh it hn made to the scope
of wort- x,,ithoa; prior approval of
B,iiding. Division.
: !.zicris will require a new plan submittal
anti may in,;uda additional plan review fees.
PROJECT NOTES
PROJECT ADDRESS: 6801 5. 180TH STREET
TUKWILA, WA 98188
PROJECT DESCRIPTION:
OWNER:
ARCHITECT:
STRUCTURAL ENGINEER:
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.
CORP. OF CATHOLIC ARCHBISHOP OF SEATTLE / ED FOSTER
719 9TH AVE
SEATTLE, WA 98104
206.382.4560
BRODERICK ARCHITECTS
55 5. ATLANTIC STREET, SUITE 301
SEATTLE, WA 98134
206.682.7525
206.682.7529 (F)
CONTACT: KEVIN BRODERICK kevin@broderIckarchitects.com
I.L. GROSS STRUCTURAL ENGINEERS
23914 56TH AVE WEST, SUITE 200
MOUNTLAKE TERRACE, WA 98043
206.623.0769
CONTACT: IRA GROSS Ira@Ilgross.com
LEGAL DESCRIPTION: SEG AT NW COR SEC 36 TH 5 01-19-01 W 1320.01 FT TO NW COR OF GL
4TH 5 88-04-53 E 381.81 FT TH 5 01-55-07 W 341 FT TH N 88-04-53
W 50 FT TO TPOB TH 5 88-04-53 E 426 FT M/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 106 FT TH 5 26-49 W 102 FT TH 5 47-21 W 103 FT TH 5 60-15 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 W103 FT TH N 21-54 W105 FT TH N 32-38 W116 FT
TH N 44-04 W 35 FT M/L TAP FR WH TPOB BEARS 5 70-20-07 W TH N
70-20-07 E 220 FT M/L TO TPOB TGW ESMTS TGW UND INT IN PRIVATE
RD ADJ FOR ASSESSMENT PURPOSES
PARCEL NUMBER:
3623049087
PLANNING NOTES
ZONING:
LOT AREA:
LOT COVERAGE:
PARKING:
TUC
251,300 5F (5.77 ACRES)
62,250 SF (25%) BUILDING TOTAL
EXISTING: 241 STALLS
PROPOSED: 238 STALLS
REVIEWED FOR
CODE COMPLIANCE
APPROVED
DEC 2 7 2017
AT
j City of Tukwila
BUILDIP .DIVISIOM
REQUIRED:
ASSEMBLY AREA: (1 PER 4 FIXED SEATS)
NAVE: 733 SEATS/ 4 =184 STALLS
BUSINESS: (3 PER EACH 1000 5F OF USEABLE AREA)
OFFICES: 4-242 5F / 333.33 =13 STALLS
EDUCATION: (1.5 PER EA. STAFF, 27 CLASSES = 27 STAFF)
CLASSROOMS: 1.5 X 27 = 41
TOTAL REQUIRED PARKING: 184+13+41 = 238 STALLS
BIKE PARKING:
8 STALLS MINIMUM
FILE COPY
Permit No. 11- 0 33
Plan review approval is subject to errors and omissions.
Approval of construction documents does not authorize
the violation of any adopted code or ordinance. Receipt
of approved Field o . conditions is acknowledged:
City of Tukwila
BUILDING DIVISION
LEGEND:
PROPERTY LINE
EASEMENTS
EXISTING FENCE
8" CONCRETE CURB
SETBACK
ORDINARY HIGH WATER MARK
TOE OF SLOPE
EXISTING LANDSCAPE AREAS
EXISTING BUILDING
DIRECTION OF TRAVEL
EXISTING HYDRANT
EXISTING TREES (TO REMAIN)
RECEIVED
DEC 18 2017
TUKWILA
PUBLIC WORKS
RECEIVED
CITY OF TUKWILA
DEC 18 2017
PERMIT CENTER
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206.682.7525
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DESCRIPTION
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11/6/2017
SITE PLAN
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