HomeMy WebLinkAboutPermit D16-0070 - MIZUKI JAPANESE BUFFET RESTAURANT - DUMPSTER ENCLOSURE AND GREASE INTERCEPTOR UNDERGROUNDMIZUKI JAPANESE
BUFFET RESTAURANT
17950 SOUTHCENTER PKWY
EXPIRED
04/08/17
D16-0070
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
3523049123
17950 SOUTHCENTER PKWY
Permit Number:
Issue Date:
Permit Expires On:
MIZUKI JAPANESE BUFFET RESTAURANT
D16-0070
4/11/2016
10/8/2016
Owner:
Name:
Address:
Contact Person:
Name:
Address:
Contractor:
Name:
Address:
License No:
Lender:
Name:
Address:
MADISON INVESTMENTS LLC
P 0 BOX 1922 , BOZEMAN, WA, 59771
KWANGHYUN BAEK
978 INDUSTRY DR SUITE 220 ,
TUKWILA, WA, 98188
UNIVERSAL GENERAL CONSTRCT LLC
1411 195TH PL SW , LYNNWOOD, WA,
98036
UNIVEGC850D3 Expiration Date:
Phone: (425) 635-8914
Phone: (206) 356-5661
MIZUKI JAPANESE BUFFET
RESTAURANT
17950 SOUTHCENTER PKWY ,
TUKWILA, WA, 98188
DESCRIPTION OF WORK:
INSTALL 288 SQ FT DUMPSTER ENCLSURE WITH ROOF. INSTALL NEW HYDRO -MECHANICAL GREASE INTERCEPTOR
UNDERGROUND AND CONNECT TO EXISTING SEWER MAIN UNDER SEPARATE PUBLIC WORKS PERMIT NO. PW16-
0034.
Project Valuation: $10,000.00
Type of Fire Protection: Sprinklers: NO
Fire Alarm: NO
Type of Construction: VB
Electrical Service Provided by: TUKWILA FIRE SERVICE
Fees Collected: $491.22
Occupancy per IBC: U
Water District: HIGHLINE
Sewer District: TUKWILA SEWER SERVICE
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:
2012
2012
2012
2012
2012
National Electrical Code:
WA Cities Electrical Code:
WAC 296-46B:
WA State Energy Code:
2014
2014
2014
2012
Public Works Activities:
Channelization/Striping:
Curb Cut/Access/Sidewalk:
Fire Loop Hydrant:
Flood Control Zone:
Hauling/Oversize Load:
Land Altering: Volumes: Cut: 0 Fill: 0
Landscape Irrigation:
Sanitary Side Sewer: Number: 0
Sewer Main Extension:
Storm Drainage:
Street Use:
Water Main Extension:
Water Meter: No
Permit Center Authorized Signature: 4141
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. I am authorized to sign and obtain this
development permit and agree to the conditions attached to this permit.
Signature:
Print Name:
Date: L% —//-76
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:
4: Hydrants shall not be closer than 4 feet to any fixed object (e.g., fences, parking, building, etc.), with the
exception of hydrant guard posts. Guard posts shall be installed around hydrants not protected by curbs,
so as to help prevent motor vehicles from contacting the hydrant. The guard posts shall be either steel pipe
(minimum 4" distance) filled with concrete or concrete (minimum 8" diameter). Posts shall be 3 feet from
the center of the hydrant and shall not be in direct line with any discharge ports. Posts shall be 6 feet long;
3-3 1/2 feet shall be buried. Painted finish shall be the same color as for the applicable hydrants. The 4 -
foot circumference around the hydrant will be a level surface. (City Ordinance #2052)(ENSURE THAT THE
STRUCTURE ISA MINIMUM OF 4 FT AWAY FROM THE EXISTING HYDRANT AND THAT THE STEAMER PORT
FACES THE DRIVE AISLE AWAY FROM THE BUILDING.)
1: Contact The Tukwila Fire Prevention Bureau to witness all required inspections and tests. (City Ordinances
#2436 and #2437)
2: Any overlooked hazardous condition and/or violation of the adopted Fire or Building Codes does not imply
approval of such condition or violation.
3: These plans were reviewed by Inspector 511. If you have any questions, please call Tukwila Fire Prevention
Bureau at (206)575-4407.
5: ***BUILDING PERMIT CONDITIONS***
6: 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.
7: 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.
8: The special inspections and verifications for concrete construction shall be as required by IBC Chapter 17,
Table 1705.3.
9: The special inspection of bolts to be installed in concrete prior to and during placement of concrete.
10: When special inspection is required, either the owner or the registered design professional in responsible
charge, shall employ a special inspection agency and notify the Building Official of the appointment prior to
the first building inspection. The special inspector shall furnish inspection reports to the Building Official in
a timely manner.
11: A final report documenting required special inspections and correction of any discrepancies noted in the
inspections shall be submitted to the Building Official. The final inspection report shall be prepared by the
approved special inspection agency and shall be submitted to the Building Official prior to and as a
condition of final inspection approval.
12: All construction shall be done in conformance with the Washington State Building Code and the
Washington State Energy Code.
13: Notify the City of Tukwila Building Division prior to placing any concrete. This procedure is in addition to
any requirements for special inspection.
14: Remove all demolition rubble and loose miscellaneous material from lot or parcel of ground, properly cap
the sanitary sewer connections, and properly fill or otherwise protect all basements, cellars, septic tanks,
wells, and other excavations. Final inspection approval will be determined by the building inspector based
on satisfactory completion of this requirement.
15: Preparation before concrete placement: Water shall be removed from place of deposit before concrete is
placed unless a tremie is to be used or unless otherwise permitted by the building official. All debris and ice
shall be removed from spaces to be occupied by concrete.
16: 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.
PERMIT INSPECTIONS REQUIRED
Permit Inspection Line: (206) 438-9350
1700 BUILDING FINAL**
0301 CONCRETE SLAB
1400 FIRE FINAL
0201 FOOTING
4000 SI -CONCRETE CONST
4022 SI -MASONRY
CITY OF TUKWILA
Community Development Department
Public Works Department
Permit Center
6300 Southcenter Blvd., Suite 100
Tukwila, WA 98188
http:iiwww.TukwilaWA.gov
Building Permit No. Dt (Qr 1070
Project No.
Date Application Accepted:
Date Application Expires: Cf -I .7.-4 n
(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
King Co Assessor's Tax No.: 352304-9123
Site Address: 17950 Southcenter Parkway Tukwila WA 98188 Suite Number:
Tenant Name: Mizuki Buffet Restaurant
PROPERTY OWNER
Name: Kwanghyun Baek
Name: Madison Investment LLC
City: Tukwila State: WA Zip: 98188
Address: 17850 Southcenter Parkway
Email: dkbaek@uilarchitects.com
City: Tukwila State: WA
Zip: 98188
CONTACT PERSON — person receiving all project
communication
Name: Kwanghyun Baek
Address: 978 Industry Dr Suite 220
City: Tukwila State: WA Zip: 98188
Phone: (425) 635-8914 Fax:
Email: dkbaek@uilarchitects.com
GENERAL CONTRACTOR INFORMATION
Company Name: T.B.D.
Company Name: UIL Architects
City: 6� v/1% State: YVn. Zip: 4' e
Architect Name: Kwanghyun Baek
Address:
Address: 978 Industry Dr Suite 220
City: Tukwila State: WA
City:
State:
Zip:
Phone:
Fax:
Contr Reg No.:
Exp Date:
Tukwila Business License No.:
113ApplicationsTorms-Applical ion On Linct2011 Applications\Permit Application Revised - 8-9-1 Ldocx
Revised: August 21111
bh
Floor:
New Tenant: ❑ Yes ..No
ARCHITECT OF RECORD
Name: ,j'�f z K 1 jz� i 7 T
F
Company Name: UIL Architects
City: 6� v/1% State: YVn. Zip: 4' e
Architect Name: Kwanghyun Baek
Address: 978 Industry Dr Suite 220
City: Tukwila State: WA
Zip: 98188
Phone: (425) 635-8914 Fax:
Email: dkbaek@uilarchitects.com
ENGINEER OF RECORD
Name: ,j'�f z K 1 jz� i 7 T
F
Company Name: Wang Engineering
City: 6� v/1% State: YVn. Zip: 4' e
Engineer Name: Ming Wang
Address: 14735 168th Ave NE
City: Woodinville State: WA
Zip: 98072
Phone: (425) 489-0927 Fax:
Email: wangenginc@yahoo.com
LENDER/BOND ISSUED (required for projects $5,000 or
greater per RCW 19.27.095)
Name: ,j'�f z K 1 jz� i 7 T
F
/�
Address:://790 -06(74�lei�nt , , Pk
City: 6� v/1% State: YVn. Zip: 4' e
Page 1 of 4
BUILDING PERMIT INFORMATION — 206-431-3670
Valuation of Project (contractor's bid price): $ 0.0(20, Existing Building Valuation: $
Describe the scope of work (please provide detailed information):
.26Pa $7 s e e/e6/0f/ v/ p
l�10nt-i-t /JGY✓ hva /a ee ,114Se ! P74 -re '�n.-"-se_.„
Will there be new rack storage? 0 Yes m.. 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? ❑ Yes ❑ No If "yes", explain:
FIRE PROTECTION/HAZARDOUS MATERIALS:
O Sprinklers ❑ Automatic Fire Alarm • None 0 Other (specify)
Will there be storage or use of flammable, combustible or hazardous materials in the building? 0 Yes 0 No
!f 'yes', attach list of materials and storage locations on a separate 8-1/2- x 11- paper including quantifies 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.
I I:Wpplicnt ions \Forms -Applications On I.inc\201 I Applications\Permit Application Revised - 8--9-I I.docx
Resised: August 2011
hh
Page 2 of 4
Existing
Interior Remodel
Addition to
Existing
Structure
New
Type of
Construction per
IBC
Type of
Occupancy per
IBC
1m 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? ❑ Yes ❑ No If "yes", explain:
FIRE PROTECTION/HAZARDOUS MATERIALS:
O Sprinklers ❑ Automatic Fire Alarm • None 0 Other (specify)
Will there be storage or use of flammable, combustible or hazardous materials in the building? 0 Yes 0 No
!f 'yes', attach list of materials and storage locations on a separate 8-1/2- x 11- paper including quantifies 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.
I I:Wpplicnt ions \Forms -Applications On I.inc\201 I Applications\Permit Application Revised - 8--9-I I.docx
Resised: August 2011
hh
Page 2 of 4
PUBLIC WORKS PERMIT INFORMATION — 206-433-0179
Scope of Work (please provide detailed information):
288 sf dumpster enclosure w/roof. Install new hydromechanical grease interceptor underground and connect to existing public sewer
main
Call before you Dig: 811
Please refer to Public Works Bulletin #1 for fees and estimate sheet.
Water District
❑ ...Tukwila ❑...Water District #125
O ...Water Availability Provided
Sewer District
❑ ...Tukwila
0 ...Sewer Use Certificate
❑ .. Highline
0...Valley View ❑ .. Renton
❑...Sewer Availability Provided
❑ .. Renton
❑ .. Seattle
Septic System:
0 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 applv):
0 ...Civil Plans (Maximum Paper Size — 22" x 34")
❑ ...Technical Information Report (Storm Drainage)
❑ ...Bond ❑ .. Insurance ❑ .. Easement(s)
Proposed Activities (mark boxes that apply):
0 ...Right-of-way Use - Nonprofit for less than 72 hours
❑ ...Right-of-way Use - No Disturbance
...Construction/Excavation/Fill - Right-of-way 0
Non Right-of-way 0
0 ...Total Cut
❑ ...Total Fill
cubic yards
cubic yards
0 .. Geotechnical Report
❑ .. Maintenance Agreement(s)
❑ ...Traffic Impact Analysis
❑ ... Hold Hannless — (SAO)
❑ ... Hold Hannless — (ROW)
❑ .. Right-of-way Use - Profit for less than 72 hours
❑ .. Right-of-way Use — Potential Disturbance
0 .. Work in Flood Zone
❑ .. Stone Drainage
® ...Sanitary Side Sewer ❑ .. Abandon Septic Tank
❑ ...Cap or Remove Utilities 0 .. Curb Cut
❑ ...Frontage Improvements ❑ .. Pavement Cut
❑ ...Traffic Control ❑ .. Looped Fire Line
0 ...Backflow Prevention - Fire Protection
Irrigation
Domestic Water
.. Grease Interceptor
❑ .. Channelization
❑ .. Trench Excavation
❑ .. Utility Undergrounding
❑ ...Pennanent Water Meter Size... " WO #
❑ ...Temporary Water Meter Size .. WO #
❑ ...Water Only Meter Size " WO # ❑ ... Deduct Water Meter Size
❑ ...Sewer Main Extension Public 0 Private 0
❑ ...Water Main Extension Public 0 Private 0
17
FINANCE INFORMATION
Fire Line Size at Property Line Number of Public Fire Hydrant(s)
❑ ...Water
0 ...Sewer ❑ ...Sewage Treatment
Monthly Service Billing to:
Name: Day Telephone:
Mailing Address:
Water Meter Refund/Billing:
Name:
Mailing Address:
City
State Zip
Day Telephone:
City
State Zip
I I:\Applications\Furan: Applications On Line \2011 Applications \Permit Application Revised - 0-9-1 t.:..x
Revised: August 2011
1'lt
Page 3 of 4
PERMIT APPLICATION NOTES —
Value of Construction — In aII 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 tee 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.
BUILDING OWNER OR AUTHO
Signature:
ED AGENT:
Print Name: Kwanghyun Baek
Mailing Address: UIL Architects 978 Industry Dr Suite 220
II: Applications,Fornn-Applications On Line \2011 Applications \Permit Apphcat ion Revised - 5-0- 11.docx
Revised: August 2011
hh
Date: 03/15/2016
Day Telephone: (425) 635-8914
Tukwila WA 98188
City State Zip
Page 4 of 4
Cash Register Receipt
City of Tukwila
DESCRIPTIONS
PermitTRAK
I ACCOUNT
I QUANTITY
I PAID
$436.37
D16-0070 Address: 17950 SOUTHCENTER PKWY Apn: 3523049123
$305.12
DEVELOPMENT
$290.80
PERMIT FEE
R000.322.100.00.00
0.00
$286.30
WASHINGTON STATE SURCHARGE
B640.237.114
0.00
$4.S0
TECHNOLOGY FEE
$14.32
TECHNOLOGY FEE
R000.322.900.04.00
0.00
$14.32
PW16-0034 Address: 17950 SOUTHCENTER PKWY Apn: 3523049123
$131.25
PUBLIC WORKS
$125.00
PERMIT ISSUANCE/INSPECTION FEE
R000.342.400.00.00
0.00
$125.00
TECHNOLOGY FEE
$6.25
TECHNOLOGY FEE
TOTAL FEES PAID BY RECEIPT: R8160
R000.322.900.04.00
0.00
$6.25
$436.37
Date Paid: Monday, April 11, 2016
Paid By: UNIVERSAL GENERAL CONSTRCT LLC
Pay Method: CHECK 1432
Printed: Monday, April 11, 2016 12:43 PM 1 of 1
CR
SYSTEMS
Cash Register Receipt
City of Tukwila
DESCRIPTIONS (
PermitTRAK
ACCOUNT I QUANTITY I
PAID
$561.10
D16-0070 Address: 17950 SOUTHCENTER PKWY
Apn: 3523049123
$186.10
DEVELOPMENT
$186.10
PLAN CHECK FEE
R000.345.830.00.00
0.00
$186.10
PW16-0034 Address: 17950 SOUTHCENTER PKWY Apn: 3523049123
$375.00
PUBLIC WORKS
$375.00
BASE APPLICATION FEE
R000.322.100.00.00
0.00
$250.00
CONSTRUCTION PLAN REVIEW
TOTAL FEES PAID BY RECEIPT: R7944
R000.345.830.00.00
0.00
$125.00
$561.10
Date Paid: Thursday, March 17, 2016
Paid By: UIL ARCHITECTS
Pay Method: CREDIT CARD 517135
Printed: Thursday, March 17, 2016 1:54 PM 1 of 1
r9SYSTEMS
WANG ENGINEERING, INC. JOB NO PAGE
CONSULTING ENGINEERS DATE . ( Iii CIIECI
PROJFC 1
T/F: (425)489-0927 EMAIL: wangenginc@yahoo.comn SUBJECT'
i
REVIEWED -FOR _.
,C APPROVED
1�1��-
t:
APR 07 201
City afT.ia
WADINGDIVISION
/ 2,
WinBeam Hy CAST TIME 7 02112.2/16 2306-,:21 Page; a. 1
Proj.!M.zuk. Dumpstc,rncdc,sd(1600
TITLE: 732; 11,S
4**********4444**********4444k444**4
* 77737J3J73 OF THE INPUT INFORMATION 0
*.***********4******4,*****isir********
TYPE OF THE PROBLEM ; CONTINUOUS BEAM CALCULATION
• Types and the locations of the supperts in Peet
Hinged support at X,
Hinged support at X.
Binged
1411 1411
0.000
4.H00
4.800
* Total number of different materials
FroM 1/:000 to X. 14.800 E.- 1600.000 ksi
* Total number of different sections
From X. 0.000 to II= 14.800 111_000 Inobi.4
( a )
* Total embar of distribbbed. loads 1. UnIt 08.' 00.
At X, 0.000 WI, -21f;.000 At X, 14;800 W2, -21.n.000
********
* SUMMARY OF THE RESULTS *
444****4*444444,*444444444
• LEI,M;TH UNIT' Peet : FORCE UNIT Lb
• MAXIMUM VALUES
* Max. displacement is 0.1;01.20 at X. 3.600
* Min, displacement is -0.01248 at X.; 22.800
4.800
4.800
▪ Max. shear force is 636.14S48 at X.
* Mdn. shear force is -I22.6.669481 at X.
--------
I WinBosm L3' CAST TIME : 030'.2/1.6 23,56:211. Page; 2
I Prop,: Mizeki DumpsterEncIo4e806005I
f TITLE: 82; 0473
* Max, moment is 1759.64529 at X=
* Mir, moment is -2016.69918 at X=
* TOT&I, APPLIED LOADS
11.100
4.600
* Total applied concentrated icad, 0,505 Lb
* Thtal applied dondontrated moment,: 5.000 Lb Foot
* Tbtal applied distributed load: -3181.999 Lh
* SUPPORT: REACTIONS
* Rmaction at 73"
* Reaction at X,
• Rea•tion 311. X=
0.000 Foxne=
4.50 : Fpree.
14.850 Force=
95.554 Momewi=
222.,91.5 Moment=
503.230 Memente
4
0.600
0..000
0.000
WANG ENGINEERING, INC. JOB NO
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3/1/2017
City of Tukwila
Department of Community Development
KWANGHYUN BAEK
978 INDUSTRY DR SUITE 220
TUKWILA, WA 98188
RE: Permit No. D16-0070
MIZUKI JAPANESE BUFFET RESTAURANT
17950 SOUTHCENTER PKWY
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 4/8/2017.
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 a new 180 day period, provided the inspection shows progress.
-or-
2) Submit a written request for permit extension to the Permit Center at least seven(7) days before it is due to expire.
Address your extension request to the Building Official and state your reason(s) for the need to extend your permit.
The Building Code does allow the Building Official to approve one extension of up to 180 days. If it is determined that your
extension request is granted, you will be notified by mail.
In the event you do not call for an inspection and/or receive an extension prior to 4/8/2017, your permit will become null and void
and any further work on the project will require a new permit and associated fees.
Thank you for your cooperation in this matter.
Sincerely,
Bill Rambo
Permit Technician
File No: D16-0070
6300 Southcenter Boulevard Suite. #100 • Tukwila, Washington 98188' • Phone 206-431-3670 • Fax 206-431-3665
November 7, 2016
City of Tukwila
Jird Haggerton, Mayor
Department of Community Development Jack Pace, Director
Kwanghyun Baek
978 Industry Dr, Ste 220
Tukwila, WA 98188
RE: Request for Extension #1
Permit Number D16-0070
Dear Mr. Baek,
This letter is in response to your written request for an extension to Permit D16-0070. The Building
Official, Jerry Hight, has reviewed your letter and considered your request to extend the above referenced
permit. It has been determined that the City of Tukwila Building Division will be granting an extension
to the permit through April 08, 2017.
If you should have any questions, please contact our office at (206) 431-3670.
Sincerely,
i*fuukn
Rachelle Ripley
Permit Technician
File: Permit No. D16-0070
WAPermit Centet\Extension Letters\Pennits\2015\D15-0180 Permit Extension #1.docx
6300 Southcenter Boulevard, Suite #I00 • Tukwila, Washington 98188 • Phone 206-431-3670 • Fax 206-431-3665
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City of Tukwila
Department of Community Development
KWANGHYUN BAEK
978 INDUSTRY DR SUITE 220
TUKWILA, WA 98188
RE: Permit No. D16-0070
MIZUKI JAPANESE BUFFET RESTAURANT
17950 SOUTHCENTER PKWY
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 10/8/2016.
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 a new 180 day period, provided the inspection shows progress.
-or-
2) Submit a written request for permit extension to the Permit Center at least seven(7) days before it is due to expire.
Address your extension request to the Building Official and state your reason(s) for the need to extend your permit.
The Building Code does allow the Building Official to approve one extension of up to 180 days. If it is determined that your
extension request is granted, you will be notified by mail.
In the event you do not call for an inspection and/or receive an extension prior to 10/8/2016, 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,
Rachelle Ripley
Permit Technician
File No: D16-0070
6300 Southcenter Boulevard Suite #100 • Tukwila, Washington 98188 • Phone 206-431-3670 • Fax 206-431-3665
March 26, 2016
City of Tukwila
Department of Community Development
KWANGHYUN BAEK
978 INDUSTRY DR SUITE 220
TUKWILA, WA 98188
RE: Correction Letter # 1
DEVELOPMENT Permit Application Number D16-0070
MIZUKI JAPANESE BUFFET RESTAURANT - 17950 SOUTHCENTER PKWY
Dear KWANGHYUN BAEK,
Allan Ekberg, Mayor
Jack Pace, Director
This letter is to inform you of corrections that must be addressed before your development permit can be approved. All
correction requests from each department must be addressed at the same time and reflected on your drawings. I have
enclosed comments from the following departments:
BUILDING DEPARTMENT: Allen Johannessen at 206-433-7163 if you have questions regarding these comments.
• (GENERAL NOTE)
PLAN SUBMITTALS: (Min. size 11x17 to maximum size of 24x36; all sheets shall be the same size. New revised
plan sheets shall be the same size sheets as those previously submitted.)
(If applicable) "STAMP AND SIGNATURES" "Every page of a plan set must contain the seal/stamp, signature of
the licensee(s) who prepared or who had direct supervision over the preparation of the work, and date of signature.
Specifications that are prepared by or under the direct supervision of a licensee shall contain the seal/stamp,
signature of the licensee and the date of signature. If the "specifications" prepared by a licensee are a portion of a
bound specification document that contains specifications other than that of an engineering or land surveying
nature, the licensee need only seal/stamp that portion or portions of the documents for which the licensee is
responsible." It shall not be required to have each page of "specifications" (calculations) to be stamped and signed;
Front page only will be sufficient. (WAC 196-23-010 & 196-23-020)
(BUILDING REVIEW NOTES)
1. Provide a plumbing drainage plan to show where the waste water shall be connected to an approved system.
Coordinate with public works for any concerns they may have for the type of waste water going to the drainage
system. Plumbing drainage specifications with plumbing plans shall accompany this permits plan set.
Please address the comments above in an itemized format with applicable revised plans, specifications, and/or other
documentation. The City requires that two (2) sets of revised plan pages, specifications and/or other documentation be
resubmitted with the appropriate revision block.
In order to better expedite your resubmittal, a 'Revision Submittal Sheet' must accompany every resubmittal. I have
enclosed one for your convenience. Corrections/revisions must be made in person and will not be accepted through the mail
or by a messenger service.
If you have any questions, I can be reached at (206)433-7165.
Sincerely,.!
I nt JVa`\, li {V 1 4� rij�j
Rachelle Ripley '
Permit Technician
File No. D16-0070
6300 Southcenter Boulevard Suite #100 • Tukwila Washington 98188 • Phone 206-431-3670 • Fax 206-431-3665
PERMIT COORD COP`S'
PLAN REVIEW/ROUTING SLIP
PERMIT NUMBER: D16-0070 DATE: 03/31/16
PROJECT NAME: MIZUKI JAPANESE BUFFET RESTAURANT
SITE ADDRESS: 17950 SOUTHCENTER PKWY
Original Plan Submittal
X Response to Correction Letter # 1
Revision #
Revision #
before Permit Issued
after Permit Issued
DEPARTMENTS:
Building Division
Public Works
A--s-tfr
n
Fire Prevention
Structural
n
Planning Division
Permit Coordinator
n
1
PRELIMINARY REVIEW:
Not Applicable ❑
(no approval/review required)
DATE: 04/05/16
Structural Review Required
REVIEWER'S INITIALS: DATE:
APPROVALS OR CORRECTIONS: DUE DATE: 05/03/16
Approved
Corrections Required
❑ Approved with Conditions
n Denied
(corrections entered in Reviews) (ie: Zoning Issues)
n
Notation:
REVIEWER'S INITIALS:
DATE:
Permit Center Use Only
CORRECTION LETTER MAILED:
Departments issued corrections: Bldg 0 Fire 0 Ping ❑ PW 0 Staff Initials:
12/18/2013
PERMIT COORD COPY
PLAN REVIEW/ROUTING SLIP
PERMIT NUMBER: D16-0070 DATE: 03/17/16
PROJECT NAME: MIZUKI JAPANESE BUFFET RESTAURANT
SITE ADDRESS: 17950 SOUTHCENTER PKWY
X Original Plan Submittal Revision # before Permit .Issued
Response to Correction Letter # Revision # after Permit Issued
DEPARTMENTS:
OracolzAL k
Building Division [❑
giutt 1- tip Wor s
tWo��
Fire Prevention l.Planning Division CI
Structural
riPermit Coordinator
PRELIMINARY REVIEW:
Not Applicable
(no approval/review required)
DATE: 03/22/16
Structural Review Required
REVIEWER'S INITIALS: DATE:
n
APPROVALS OR CORRECTIONS: DUE DATE: 04/19/16
Approved Approved with Conditions n
Corrections Required ❑ Denied ❑
(corrections entered in Reviews)
(ie: Zoning Issues)
Notation:
REVIEWER'S INITIALS:
DATE:
Permit Center Use Only
CORRECTION LETTER MAILED:
Departments issued corrections: Bldg Fire ❑ Ping ❑ PW 0 Staff Initials: ti42.
12/18/2013
City of Tukwila
Department of Community Development
6300 Southcenter Boulevard, Suite #100
Tukwila, Washington 98188
Phone: 206-431-3670
Web site: http://www.TukwilaWA.gov
REVISION
SUBMITTAL
Revision submittals must be submitted in person at the Permit Center.
Revisions will not be accepted through the mail, fax, etc.
Date: MI6 t 1941 Plan Check/Permit Number: D16-0070
❑ Response to Incomplete Letter #
• Response to Correction Letter # 1
❑ Revision # after Permit is Issued
❑ Revision requested by a City Building Inspector or Plans Examiner
❑ Deferred Submittal #
Project Name:_MIZUKI JAPANESE BUFFET RESTAURANT
Project Address: 17950 SOUTHCENTER PKWY
Contact Person: KVJAM31/ LPA got2k Phone Number: 4--5. 63 �. i 4.
Summary of Revision: J
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RECICIIip
CITY OF TUKWILA
MAR 3 1 2016
PERMIT CENTER
Sheet Number(s):
"Cloud" or highlight all areas of revision includin date of revision
Received at the City of Tukwila Permit Center by: • IN 0
❑ Entered in TRAKiT on
C:\Users\Rachel le-R\AppData\Local\Microsoft\Windows\Temporary Internet Files \Conlent.MSO\B032FAF9.doe
Revised: August 2015
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U 1 L ARCHITECTS
978 INDUSTRY DR SUITE 220
TUKWILA WASHINGTON 98188
T. 425.654.5005 Info@ullarchltects.com
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DEFERRED SUBMITTAL
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PLANN/NO APPROVED -
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MECHANICAL, PLUMBING AND ELECTRICAL
ARE DESIGN BID AND SHALL SUBMIT
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No changes -Crt be made. to these
plans without approval from the.
Planning Division of DCD
1----
Approved By:.
CONTRACT DRAWINGS TO BE APPROVED BY
THE OWNER, THAT REFLECT EXISTING
CONDITIONS AND THE INTENT OF THE
ARCHITECTURAL DRAWINGS.
, Date:
ARCHITECTURAL ABBREVIATIONS
PROJECT INDEX
PROJECT TEAM
PROJECT INFORMATION
GENERAL NOTE
ACT ACOUSTICAL CEILING TILE
INFO INFORMATION
ARCHITECTURAL
PROPERTY ADDRESS 17950 SOUTHCENTER PARKWAY
1. DO NOT SCALE DRAWINGS.
2. DIMENSIONS ARE TO THE STRUCTURAL GRID
ADA AMERICANS WITH DISABILITIES
ACT
AFF ABOVE FINISH FLOOR
ADJ ADJUSTABLE
AUALUM ALUMINUM
AP ACCESS PANEL
APPROX APPROXIMATE
AWP ACOUSTICAL WALL PANELS
BD BOARD
BLDG BUILDING
BLKG BLOCKING
INSUL INSULATED
INT INTERIOR
LAM LAMINATE
LAV LAVATORY
LCB LIGHTVVEIGHT CONCRETE BLOCK
LCS LIQUID CHALK SURFACE
LS LIGHT STANDARD
MANUF MANUFACTURER
MAX MASONRY
MAX MAXIMUM
MECH MECHANICAL
MEP MECH/ELEC/PLUMB
A001 COVER SHEET
A002 SITE PLAN
A003 ENLARGED SITE PLANS
A004 FLOOR PLAN, SECTIONS & ELEVATIONS
STRUCTURAL
PROPERTY OWNER : MADISON INVESTMENT LLC
17850 SOUTHCENTER PARKWAY
TUKWILA WA 98188
PROJECT OWNER : MIZUKI BUFFET RESTAURANT
17950 SOUTHCENTER PARKWAY
TUKWILA WA 98188
ATTN : BEN TUNG
TUKWILA WA 98188
ZONE CLASSIFICATION TUC
PARCEL NUMBER 352304-9123
LEGAL DESCRIPTION LOT A OF CITY OF TUKWILA SHORT PLAT NO L99-0053
RECORDING NO 20000131900005 SAID SHORT PLAT DEFINED -
PORTION OF NW 1/4 OF NE 1/4 AND OF NE 1/4 OF NW 1/4 -
BEGIN NW CORNER OF NW 1/4 OF NE 1/4 TH S 02-24-12 W
OR TO FINISH SURFACES, UNLESS
NOTED OTHERWISE.
3. PORTIONS OF THESE DRAWINGS WERE CREATED BASED ON INFORMATION AND
DRAWINGS SUPPLIED BY OTHERS. CONDITIONS MUST BE FIELD VERIFIED PRIOR
TO CONSTRUCTION. NOTIFY THE ARCHITECT IN WRITING IMMEDIATELY OF ANY
.._ DISCREPANCIES BETWEEN CONDITIONS SHOWN ON THESE DRAWINGS AND
ACTUAL FIELD CONDITIONS.
4. ANY REVISION OR ADDITIONAL WORK REQUIRED BY FIELD CONDITIONS OR
LOCAL GOVERNING AUTHORITY SHALL BE BROUGHT TO THE ATTENTION OF THE
ARCHITECT IN WRITING BEFORE PROCEEDING.
5. THE CONTRACT DOCUMENTS ARE COMPLEMENTARY,
DRAWING TITLE
COVER SHEET
SCALE AS SHOWN
ISSUE DATE MAR 14, 2016
PLOT DATE MAR 14, 2016
BOD BOTTOM OF DECK
BOT BOTTOM
BRNG BEARING
CA CARPET
CB CORNER BEAD
CFCI CONTRACTOR FURNISHED
CONTRACTOR INSTALLED
CG CORNER GUARD
CJ CONTROL JOINT
CLNG CEILING
CL CENTERLINE
CMU CONCRETE MASONRY UNIT
COL COLUMN
COMP COMPACTED
C/CONC CONCRETE
CONF CONFERENCE
CONST CONSTRUCTION
CONT CONTINUOUS
CT CERAMIC TILE
DEMO DEMOLITION
DIA DIAMETER
DIM DIMENSIONS
DISP DISPENSER
DN DOWN
DOS DOOR OPENING SIZE
DS DOWNSPOUT
DWG DRAWING
EA EACH
MHO MAGNETIC HOLD OPEN
MIN MINIMUM
MISC MISCELLANEOUS
MO MASONRY OPENING
MNTD MOUNTED
MTL METALSOUTHCENTER
MTRL MATERIAL
N/A NOT APPLICABLE
NIC NOT IN CONTRACT
NO NUMBER
NTS NOT TO SCALE
OC ON CENTER
OFCI OWNER FURNISHED
CONTRACTOR INSTALLED
OFOI OWNER FURNISHED
OWNER INSTALLED
OPNG OPENING
OPP OPPOSITE
P PAINT
PARTL PARTIAL
PARTN PARTITION
PLAS PLASTIC
PLM PLASTIC LAMINATE
PLUMB PLUMBING
PP POWER POLE
PT PAVER TILE
PWD PLYWOOD
S 1 PLANS, NOTES & DETAILS
.
T. 917. 406. 3862
BENZT2@HOTMAIL.COM
ARCHITECT : UIL ARCHITECTS,LLC
978 INDUSTRY DR STE 220
TUKWILA WA 98188
ATTN : KVVANGHYUN BAEK
T. 425.635.8914
DKBAEK@UILARCHITECTS.COM
STRUCTURAL ENGINEER : WANG ENGINEERING, INC.
14735 168TH AVE NE
WOODINVILLE WA 98072
T. 425. 489. 0927
WANGENGINC@YAHOO.COM
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PROJECT
ALONG W LINE OF NW 1/4 OF NE 1/4 894.47 FT TO N LINE OF S
430 FT OF NE 1/4 OF NW 1/4 AND POINT OF BEGINNING TH N
87-50-57 W 177.29 FT TO A LINE 36 FT ELY OF C/L OF
PARKWAY, AKA 57TH AVENUE SOUTH, TH S
11-59-40 E 322.74 FT TH ALONG CURVE TO LEFT RADIUS 107.24
FT ARC DISTANCE 141.95 FT THRU C/A OF 75-50-36 TO A LINE
36 FT NLY OF C/L OF S 180TH ST TH S87 -50-09E 577.70 FT TO A
LINE 740.70 FT W OF E LINE OF NW 1/4 OF NE 1/4 TH N 01-51-39
E 553.89 FT TO POINT S 01-51-39 W 50 FT FROM SW CORNER
OF TRACT CONVEYED UNDER RECORDING NO 7208170551 TH
N 87-55-02 W 220 FT TH N 01-51-39 E 50 FT TH N 87-55-02 W
218.08 FT TO POINT 140.16 FT E OF W LINE OF NE 1/4 TH S
02-24-12 W 209.26 FT TO N LINE OF S 430 FT OF NW 1/4 OF NE
1/4 TH N 87-50-09 W 140.16 FT TO POINT OF BEGINNING LESS
UP RR OPERATING R/VV
DESCRIPTION 288 SF DUMPSTER ENCLOSURE W/ ROOF
AND WHAT IS REQUIRED
. BY ONE SHALL BE AS BINDING AS IF REQUIRED BY ALL. THE CONTRACTOR SHALL
COORDINATE ALL PORTIONS OF THE WORK AS DESCRIBED IN THE CONTRACT
DOCUMENTS. NOTIFY THE ARCHITECT FOR RESOLUTION OF ALL DISCREPANCIES
PRIOR TO CONSTRUCTION.
6. ALL WORK IS TO BE COORDINATED WITH PROJECT MANAGER AND CARE TAKEN
TO ENSURE PUBLIC SAFETY AT ALL TIMES. CONSTRUCTION TIMES ARE TO BE
COORDINATED WITH H -MART PROJECT MANAGER AND JURISDICTION
REQUIREMENTS. PROVIDE ALL NECESSARY SIGNAGE, BARRICADES, FENCING,
AND TEMPORARY LIGHTING FOR JOB SITE SECURITY AND TO RESTRICT SITE
ACCESS.
7. CONTRACTOR IS RESPONSIBLE FOR ALL SAFETY PRECAUTIONS AND THE
METHODS, TECHNIQUES, SEQUENCES, AND PROCEDURES REQUIRED TO
PERFORM THIS WORK.
8. MAINTAIN THE BUILDING SECURITY, FIRE ALARM AND PROTECTION SYSTEMS AT
ALL TIMES DURING CONSTRUCTION. VERIFY REQUIRED LOCATIONS OF FIRE
EXTINGUISHERS WITH FIRE MARSHAL.
9. PROTECT ALL PEDESTRIAN TRAFFIC AFFECTED BY THE DEMOLITION AND
CONSTRUCTION WORK AS SET FORTH IN THE BUILDING CODE. BARRICADE
HEIGHT AND CONSTRUCTION, IF ANY, IS TO BE DETERMINED BY LOCAL
JURISDICTION.
10.CONTRACTOR MATERIALS AND ACTIVITIES SHALL NOT BLOCK ANY EGRESS
COMPONENT OR IMPAIR FLOOR TO FLOOR FIRE SEPARATION WHILE THE
BUILDING IS OCCUPIED. THIS INCLUDES DEMOLITION BOTH TO THIS BUILDING
AND TO NEIGHBORING BUILDINGS I TENANTS.
DRAWING REV.
EIFS EXTERIOR INSULATING
FINISH SYSTEM
EJ EXPANSION JOINT
QT QUARRY TILE
R RADIUS
RD ROOF DRAIN
ARCHITECTURAL SYMBOLS
VICINITY MAP SCALE : N.T.S.
INSTALL NEW HYDROMECHANICAL GREASE INTERCEPTOR
UNDERGROUND AND CONNECT TO EXISTING PUBLIC SEWER
11. ALL EXITS INDICATED ON THE PLANS SHALL BE OPENABLE FROM THE INSIDE
WITHOUT THE USE OF A KEY OR ANY SPECIAL KNOWLEDGE OR EFFORT AND
SHALL BE LABELED, 'THIS DOOR TO REMAIN UNLOCKED WHEN BUILDING IS
ELEC ELECTRIC/ELECTRICAL
RE REFERENCE
MAIN
OCCUPIED' IN BLOCK LETIERS A MINIMUM OF 1 INCH HIGH ON A CONTRASTING
IlECEIV7iD
EL ELEVATION
ELEM ELEMENTARY
REBAR REINFORCING BAR
REINF REINFORCED
REQD REQUIRED
SYMBOL
DESCRIPTION
SYMBOL
DESCRIPTION
,... - i .;;Inat,
.- 1.
, „istiDi s11 •
'-1), '
-
BACKGROUND. A SPECIAL LOCKING DEVICE SHALL BE AN APPROVED TYPE THAT
IS READILY DISTINGUISHABLE AS LOCKED. FLUSH BOLTS OR SURFACE BOLTS
CITY Or,- 0 L', 141111.A
ELEV ELEVATOR
EP EPDXY PAINT
RES RESILIENT
‘
, ,
,........
ARE NOT ALLOWED. MAXIMUM EFFORT TO OPERATE DOORS SHALL NOT EXCEED
FLOOR MAT
DRAVVING MARK:
DOOR NUMBER:
-VISIONS
8.5 LBS FOR EXTERIOR DOORS S LBS FOR INTERIOR DOORS AND 1S LBS FOR
MAR 1 7 2016
EQ EQUAL
RFM RECESSED
TOP HALF - INDICATES COORDINATES
NUMBER IS THE SAME AS THE ROOM IN
... ,sW iSthst
RE
EQUIP EQUIPMENT
RFS RAISED FLOOR SYSTEM
ROUGH IN
jek
ON SHEET
CO
CD
WHICH IT APPEARS, LETTER OCCURS
WHEN THERE IS MORE THAN ONE
, s ,,,_,,,,r_zr,iii,,,,,
to the scope
No changes shall be made12.THE
FIRE RATED DOORS.
PERMIT CPITE11
ETR EXISTING TO REMAIN
EWC ELECTRIC WATER COOLER
EXIST EXISTING
RI
RN RUBBER NOSING
RO ROUGH OPENING
NW
TTOM HALF - INDICATES
BARCHITECTURAL SHEET NUMBER
N-
DOOR
C474 , 7."
V '
51&
,
_
.., sw.
gt
1
of work without prior approval of
Tukviiia Building Division.
BUILDING AND FACILITIES MUST BE ACCESSIBLE TO AND FUNCTIONAL FOR
THE PHYSICALLY DISABLED IN ACCORDANCE WITH AMERICANS WITH
GOVERNING AGENCIES.
EXP EXPOSED
EXT EXTERIOR
SC SEALED CONCRETE
SCHED SCHEDULE
SECTION MARK:
EXISTING CONSTRUCTION:
- ..
--- -
I NOTE: F:cvc.Ins wiil require a new plan submittal
I and may include additional plan review fees.
SHOWN13.cDoISNATBRAILITcITE0SRACSTHA(ALDLAFIRAONTDECATLLAOLLTHEEXRISSTTINAGTEWIFOERDKERAL
TO REMAIN. ANY
DAMAGE TO EXISTING WORK SHALL BE REPAIRED OR REPLACED WITH THE
FAB FLUID APPLIED BASE
FAF FLUID APPLIED FLOORING
SGT STRUCTURAL GLAZED TILE
SHT SHEET
irm
TOP HALF - INDICATES COORDINATES
ON SHEET
,
EXISTING DOORS, WALLS, WINDOWS,
SINKS, TOILETS, CABINETS, ETC.
. g.
IS
- 9 lbeth -t t ' ''''' 1-4' •
1
SAME MATERIAL, INCLUDING MATCHING OF COLORS AND TEXTURES.
FD FLOOR DRAIN
FDN FOUNDATION
FEC FIRE EXTINGUISHER CABINET
SIM SIMILAR
SLP SLOPE
SPEC SPECIFICATIONS
IligiF
BOTTOM HALF -INDICATES
ARCHITECTURAL SHEET NUMBER
_71 ,_
APPEAR HALF TONE
-
, W
-
Sa Mei' .
.. -rt g
-,5 . - .. -
, _
14.EXISTING STRUCTURAL ELEMENTS ARE TO REMAIN UNDISTURBED UNLESS
OTHERWISE NOTED ON DRAWINGS. NO STRUCTURAL MEMBER SHALL BE CUT
FOR PIPES, AC DUCTS, ETC., UNLESS SPECIFICALLY DETAILED ANDIOR
10345 REGISTERED
ARCHITECT
KWANGHYUN BAEK
STATE OF WASHINGTON
FF FINISH FLOOR
FH FIRE HYDRANT
SQ SQUARE
SS STAINLESS STEEL
EXTERIOR ELEVATION MARK:
WINDOW TYPE:
S 1 fith St .
- VI 77th SI 4.'
SLt.
W- e.' VS- SIV nth SI e
APPROVED BY THE STRUCTURAL ENGINEER.
15.NO ADDITIONAL ROOF OPENING OR ROOF MOUNTED EQUIPMENT IS ALLOWED
FILL FILLER
ST STAIN
TOP HALF - INDICATES COORDINATES
REFER TO ARCHITECTURAL SHEET(S)
...
,
•
BEYOND THAT WHICH IS SHOWN ON THESE PLANS WITHOUT
FIN FINISH
STL STEEL
Ark
ON SHEET
CI
WITH WINDOW TYPES FOR FURTHER
WINDOW INFORMATION
, __ , ,-
.
SEPARATE PERMIT
WRITIEN CONSENT
OF THE ARCHITECT AND STRUCTURAL ENGINEER.
FL FLOW LINE
FLR FLOOR
FR FIRE RATED
STRUCT STRUCTURE/STRUCTURAL
T&G TONGUE & GROOVE
TEMP TEMPERED
Apo,
...."
BOTTOM HALF - INDICATES
ARCHITECTURAL SHEET NUMBER
' o a , I 61
' REQUIRED FOR:
16.PROVIDE FIRE STOPPING TO CUT OFF ALL CONCEALED DRAFT OPENINGS (BOTH
VERTICAL AND HORIZONTAL) AS REQUIRED EACH WAY AT THE CEILING.
FRM FRAME
TERR TERRAZZO
st7oth s .
_ t IW
echanIcal
17. ALL WORK SHALL BE PROVIDED BY CONTRACTOR EXCEPT AS DELINEATED AS
FRP FIBERGLASS REINFORCED
THRU THROUGH
INTERIOR ELEVATION MARK:
PARTITION TYPE:
-
-• ;1- I
Eirgiectricai
OWNER PROVIDED. THIS WORK SHALL INCLUDE, BUT IS NOT LIMITED TO: ALL
FSE FOOD SERVICE EQUIPMENT
FT FRITZ TILE
TOC TOP OF CONCRETE
TOJ TOP OF JOIST
allk
TOP HALF - INDICATES COORDINATES
ON SHEET
D2
REFER TO ARCHITECTURAL SHEET(S)
WITH PARTITION TYPES FOR WALL
CONSTRUCTION
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REVIEWED FOR
CODE COMPLIANCE
INTERIOR FINISHES, INCLUDING PAINTING OF ALL WALLS, ALL CONDUIT PIPING,
AND DUCTWORK IN CEILING AND COLUMNS, SUSPENDED CEILING SYSTEM AND
FTG FOOTING
TOM TOP OF MASONRY
Mgr
BOTTOM HALF - INDICATES
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APPIIIOVED
DRAWING NO.
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2011 A001
ARCHITECTURAL SHEET NUMBER
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Piping
COMPLETE INSTALLATION OF LIGHT FIXTURES.
GALV GALVANIZED
GB GLAZED BLOCK
TOS TOP OF STEEL
TP TOILET PARTITION
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18.DATA, TELECOMMUNICATIONS AND OTHER LOW VOLTAGE SYSTEMS BY OWNER.
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GEN GENERAL
GFMU GROUND FACE MASONRY UNIT
GL GLASS
TYP TYPICAL
UL UNDERWRITERS LABORATORIES
UNO UNLESS NOTED OTHERWISE
TEST BORING HOLE, WORK POINT
REVISION TAG
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APR 01 2016
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CONTRACTOR SHALL COORDINATE WITH OWNER'S VENDOR AS R r
19.FOR THE PORTION OF THE PROJECT PERFORMED BY THE CONT- '''„
DESIGN -BUILD' BASIS, THE CONTRACTOR (NOT THE ARCHITECT) I*
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RESPONSIBLE FOR THE DESIGN AND SUBMISSION FOR THE PER
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20.CONTACT THE BUILDING DEPARTMENT FOR SPECIAL INSPECTION
REQUIREMENTS AND PROCEDURES. GENERAL CONTRACTOR TO COORDINATE
WITH H -MART PROJECT MANAGER AND SPECIAL INSPECTIONS COMPANY.
HORIZ HORIZONTAL
WF WOOD FLOORING
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21.TYPE 1 RANGE HOOD FIRE SUPPRESSION SYSTEMS REQUIRE ACCEPTANCE
TESTING. . .,
22.PROVIDE A CLASS K FIRE EXTINGUISHER WITHIN 30 FT TRAVEL OF ALL
COMMERCIAL KITCHEN COOKING EQUIPMENT USING VEGETABLIE OILS.
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APR o8
2017,
CITY OF TUKWILA
MAR 17 2016
PERMIT CENTER
U 1 L ARCHITECTS
9 7 8 INDUSTRY DR SUITE 2 2 0
TUKWILA WASHINGTON 98188
T. 425.654.5005 Info@ullarchltects.com
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10345
KWANGHYUN BAEK
STATE OF WASHINGTON
DRAWINWNc 8 2011.
PERMIT SET / UA16007 / 201603014
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RECEIJ D
CITY OF TUKWILA
MAR 17 2916
PERMIT CENTER
U 1 L ARCHITECTS
9 7 8 INDUSTRY DR SUITE 2 2 0
TUKWILA WASHINGTON 98188
T. 425.654.5005 Info@ullarchltecls.com
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REGISTERED
ARCHITECT
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STATE OF WASHINGTON
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CONC. SLAB
BOLLARD
STRUCTURAL GENERAL NOTES
CONSTRUCTION: ALL CONSTRUCTION TO BE IN ACCORDANCE WITH INTERNATIONAL BUILDING CODE
2012 AS AMENDED BY THE LOCAL BUILDING DEPARTMENT.
DESIGN LOADS: SNOW
WIND
SEISMIC DESIGN CATAGORY
25 PSF
110 MPH, EXPOSURE B
D (SITE CLASS D)
FOUNDATIONS: (1) FOUNDATIONS TO BE PLACED ON FIRM UNDISTURBED EARTH, AT LEAST 12" BELOW
ADJACENT EXTERIOR GRADE. (2) ALLOWABLE SOIL BEARING PRESSURE: 1500 PSF (ASSUMED)
CONCRETE: CONCRETE SHOULD ATTAIN A 28 -DAY COMPRESSIVE STRENGTH OF (1) 3,000 PSI FOR THE
ELEMENT EXPOSED TO THE WEATHER, CONTAINING AT LEAST 5 % SACKS/CUBIC YARD TYPE 1 CEMENT
AND 1 %" MAXIMUM AGGREGATE WITH 4" MAXIMUM SLUMP. CONCRETE EXPOSED TO THE WEATHER
SHALL BE AIR ENTRAINED. TOTAL AIR CONTENT (PERCENT BY VOLUME OF CONCRETE) SHALL BE 5-7 %.
MIXING SHALL BE PER SECTION 1905 OF IBC.
CONCRETE MASONRY UNITS: (1) CONCRETE MASONRY UNITS SHALL BE GRADE N TYPE I CONFORMING
TO ASTM C90 WITH Fm'=1,500 PSI. (2) MOTAR SHALL BE TYPE S CONFORMING TO ASTM C270 AND ATTAIN
A MINIMUM COMPRESSSIVE STRENGTH OF 1,900 PSI AT 28 DAYS. (3) GROUT SHALL CONFROM TO ASTM
C 476 AND ATTAIN A MINIMUM COMPRESSSIVE STRENGTH OF 2,000 PSI AT 28 DAYS. MAXIMUM
AGGREGATE SIAE SHALL BE 3/8" PEA GRAVEL WITH SLUMP BETWEEN 8 TO 10 INCHES. (4) ALL UNITS
SHALL BE LAID IN A RUNNING BOND AND IN 48" LIFTS. FILL CELLS AND BOND BEAMS CONTAINING
REINFORCING WITH GROUT. (5) PROVIDE ONE #5 AT EACH SIDE OF WALL OPENINGS, AT WALL
CORNERS AND INTERSECTIONS, AT FREE ENDS OF WALLS, AT TOPS OF WALLS, AND AT ELEVATED
FLOOR AND ROOF LEVELS. (6) PROVIDE CLEANOUT HOLES AT ALL CELLS CONTAINING
REINFORCEMENT. (7) QUALITY ASSURANCE SHALL CONDUCTED BY CERTIFIED TESTING LABS IN
ACCORDANCE WITH TABLE 1.19.2, LEVEL B QUALITY ASSURANCE, OF AC! 530-11, BUILDING CODE
REQUIREMENTS AND SPECIFICATION FOR MASONRY STRUCTURES.
REINFORCING: REINFORCING BARS TO CONFORM TO ASTM A615, GRADE 60. HORIZONTAL REINFORCING
TO BE CONTINUOUS AT CORNERS AND INTERSECTIONS BY USE OF CORNER BARS LAPPING 2'-0" EACH
DIRECTION OR BY LAPPING REINFORCING 2'-0" AROUND CORNER. REINFORCING STEEL SHALL BE
ACCURATELY PLACED AND ADEQUATELY SECURED IN POSITION. LOCATION OF REINFORCEMENT SHALL
BE AS INDICATED ON THE DWGS. THE LENGTH OF LAPPED SPLICE SHALL BE 48 BAR DIAMETERS
MINIMUM, UNO. THE NONCONTACT SPLICED REINFORCEMENT SHALL NOT BE SPACED TRANSVERSELY
FARTHER APART THAN 6". MINIMUM CONCRETE PROTECTION FOR REINFORCEMENT:
CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH
EXPOSED TO EARTH OR WEATHER:
#5 BARS AND SMALLER
3"
1 1/2"
ANCHOR BOLTS: ANCHOR BOLT SHALL BE 5/8" DIAMETER J BOLTS CONFORMING TO A307 Wi
0.229'x3 x3" MINIMUM PLATE WASHER, AND BE EMBEDDED IN CONCRETE MINIMUM 7" AND PLACED
AT NO MORE THAN 6' O.C., UNLESS NOTED OTHERWISE (UNO). ONE BOLT SHALL BE PLACED
WITHIN 12" OF EACH END OF THE SILL PLATE W/ MINIMUM 2 BOLTS PER SILL PLATE PIECE. THE
HOLE IN THE PLATE WASHER SHALL BE PERMITTED TO BE DIAGONALLY SLOTTED WITH A WIDTH
OF UP TO 3/16" LARGER THAN THE BOLT DIAMETER AND A SLOT LENGTH NOT TO EXCEED 1.75",
PROVIDED A STANDARD CUT WASHER IS PLACED BETWEEN THE PLATE WASHER AND THE NUT.
LUMBER: LUMBER 2 INCH NOMINAL TO BE H.F. #2 OR BETTER, UNO. LUMBER OVER 2 INCHES NOMINAL
TO BE D.F. #2 FOR BEAMS, AND #2 FOR COLUMNS, UNO. ALL WOOD IN CONTACT WITH CONCRETE SHALL
BE PRESSURE TREATED.
JOISTS: TJI JOISTS TO BE OF SIZE AND TYPE SHOWN ON DRAWINGS AS MANUFACTURED BY TRUS-JOIST
CORPORATION AND TO BE INSTALLED PER MANUFACTURE'S SPECIFICATIONS.
ROOF SHEATHINGS: (1) SHEATHINGS SHALL BE 32/16 SPAN RATING, %" A.P.A. RATED CDX
PLYWOOD OR O.S.B. INSTALLED W/ LONG DIRECTIONS PERPENDICULAR TO SUPPORTS. (2)
NAILING: 8d @ 6" O.C. ALONG SUPPORTED EDGES AND @12" O.C. ALONG INTERIOR SUPPORTS,
U.N.O.
HARDWARE: HARDWARE SHALL BE MANUFACTURED BY SIMPSON STRONG -TIE, UNO.
TIMBER CONSTRUCTION NOTES: FASTENERS IN CONTACT WITH PRESSURE TREATED WOOD
SHALL BE HOT -DIP GALVANIZED PER ASTM A-153 OR BE OF STAINLESS STEEL.
CONSTRUCTION NOTES: (1) CONSTRUCTOR SHALL VERIFY ALL NOTES, DIMENSIONS, AND CONDITIONS
PRIOR TO CONSTRUCTION AND NOTIFY THE ARCHITECT AND THE ENGINEER FOR THE DEVIATIONS. (2)
SEE ARCHITECTURAL DRAWINGS FOR DIMENSIONS NOT SHOWN. (3) CONTRACTOR IS RESPONSIBLE FOR
ERECTION STABILITY AND TEMPORARY SHORING AS NECESSARY UNTIL PERMANENT SUPPORT AND
STIFFENING ARE INSTALLED. CONTRACTOR INITIATED CHANGES SHALL BE SUBMITTED IN WRITING TO
THE ARCHITECT AND ENGINEER FOR APPROVAL PRIOR TO FABRICATION OR CONSTRUCTION.
CONTRACTOR IS RESPONSIBLE FOR ALL SAFETY PRECAUTIONS AND METHODS, TECHNIQUES,
SEQUENCES OR PROCEDURES REQUIRED TO PERFORM HIS WORK. THE STRUCTURAL ENGINEER HAS
NO OVERALL SUPERVISORY AUTHORITY OR ACTUAL AND/OR DIRECT RESPONSIBILITY FOR THE SPECIFIC
WORKING CONDITIONS AT THE SITE AND/OR FOR ANY HAZARDS RESULTING FROM THE ACTIONS OR ANY
TRADE CONTRACTOR. THE STRUCTURAL ENGINEER HAS NO DUTY TO INSPECT, SUPERVISE, NOTE,
CORRECT, OR REPORT ANY HEALTH OR SAFETY DEFICIENCIES OF THE OWNER, CONTRACTORS, OR
OTHER ENTITIES OR PERSONS AT THE PROJECT SITE.
vtize
APR 08 Z0' ?,
14733 16877-1 AYE NE
Y"IOOI7INVILLE, MA c18O72
3/15/16
REVISIONS:
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RECEIVE -
CITY OF TUKWILA
MAR 17 2016
PERMIT CENTER
SHEET
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