HomeMy WebLinkAboutPermit D14-0290 - COSTCO - RESTROOM REMODELCOSTCO RESTROOM
REMODEL
400 COSTCO DR
D14-0290
Parcel No:
Address:
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.eov
2523049057
400 COSTCO DR BLDG
DEVELOPMENT PERMIT
Project Name: COSTCO RESTROOM REMODEL
Permit Number: D14-0290
Issue Date: 9/30/2014
Permit Expires On: 3/29/2015
Owner:
Name:
Address:
Contact Person:
Name:
Address:
Contractor:
Name:
Address:
License No:
Lender:
Name:
Address:
COSTCO WHOLESALE
999 LAKE DR ATTN: PROPERTY TAX
#06, ISSAQUAH, WA, 98027
JEAN MCCALL
437 29 ST NE STE F, PUYALLUP, WA,
98372
INTERSTATE CONSTRUCTION GROUP
437 29TH ST NE , PUYALLUP, WA,
98372
INTERCG974QR
111
Phone: (253) 435-0949
Phone: (253) 435-0949
Expiration Date:
DESCRIPTION OF WORK:
Project Valuation: $75,000.00
Type of Fire Protection: Sprinklers: YES
Fire Alarm: YES
Type of Construction: Occupancy per IBC: M
Electrical Service Provided by: TUKWILA FIRE SERVICE Water District: TUKWILA
Sewer District: TUKWILA SEWER SERVICE
Fees Collected: $2,126.52
Current Codes adopted by the City of Tukwila:
International Building Code Edition:
International Residential Code Edition:
International Mechanical Code Edition:
Uniform Plumbing Code Edition:
2012
2012
2012
2012
International Fuel Gas Code:
WA Cities Electrical Code:
WA State Energy Code:
2012
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
-30-t
Permit Center Authorized Signature: lit) Date: l I
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: � Date:
Print Name: oJea
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: 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.
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: All mechanical work shall be inspected and approved under a separate permit issued by the City of
Tukwila Permit Center (206/431-3670).
10: There shall be no occupancy of a building until final inspection has been completed and approved by
Tukwila building inspector. No exception.
26: The attached set of building plans have been reviewed by the Fire Prevention Bureau and are acceptable
with the following concerns:
16: The total number of fire extinguishers required for a light hazard occupancy with Class A fire hazards is
calculated at one extinguisher for each 3,000 sq. ft. of area. The extinguisher(s) should be of the "all
purpose" (2A, 10 B:C) dry chemical type. The travel distance to any extinguisher must be 75' or less. (IFC
906.3) (NFPA 10, 5.4)
11: There shall be not Tess than one multi -purpose portable fire extinguisher with a minimum 3-A 40-B:C
rating on the roof being covered or repaired. (IFC 303.5)
12: Portable fire extinguishers complying with Section 906 of the International Fire Code shall be provided for
spraying areas in accordance with the requirements for an extra (high) hazard occupancy. (IFC 2404.4.1
and Table 906.3(2)
13: 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)
14: 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)
15: 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)
17: Maintain fire extinguisher coverage throughout.
18: All new sprinkler systems and all modifications to existing sprinkler systems shall have fire department
review and approval of drawings prior to installation or modification. New sprinkler systems and all
modifications to sprinkler systems involving more than 50 heads shall have the written approval of
Factory Mutual or any fire protection engineer licensed by the State of Washington and approved by the
Fire Marshal prior to submittal to the Tukwila Fire Prevention Bureau. No sprinkler work shall commence
without approved drawings. (City Ordinance No. 2436).
19: Sprinklers shall be installed under fixed obstructions over 4 feet (1.2 m) wide. (NFPA 13-8.6.5.3.3)
21: Fire protection systems shall be maintained in accordance with the original installation standards for that
system. Required systems shall be extended, altered or augmented as necessary to maintain and
continue protection whenever the building is altered, remodeled or added to. Alterations to fire
protection systems shall be done in accordance with applicable standards. (IFC 901.4)
22: A fire alarm system is required for this project. The fire alarm system shall meet the requirements of
N.F.P.A. 72 and City Ordinance #2437.
24: Maintain fire alarm system audible/visual notification. Addition/relocation of walls or partitions may
require relocation and/or addition of audible/visual notification devices. (City Ordinance #2437)
23: All new fire alarm systems or modifications to existing systems shall have the written approval of The
Tukwila Fire Prevention Bureau. No work shall commence until a fire department permit has been
obtained. (City Ordinance #2437) (IFC 901.2)
28: The maximum flame spread class of finish materials used on interior walls and ceilings shall not exceed
that set forth in Table No. 803.9 of the International Building Code.
25: An electrical permit from the City of Tukwila Building Department Permit Center (206-431-3670) is
required for this project.
20: Contact The Tukwila Fire Prevention Bureau to witness all required inspections and tests. (City
Ordinances #2436 and #2437)
27: These plans were reviewed by Inspector 511. If you have any questions, please call Tukwila Fire
Prevention Bureau at (206)575-4407.
29: Any overlooked hazardous condition and/or violation of the adopted Fire or Building Codes does not
imply approval of such condition or violation.
PERMIT INSPECTIONS REQUIRED
Permit Inspection Line: (206) 438-9350
1700 BUILDING FINAL**
1400 FIRE FINAL
0409 FRAMING
0502 LATH & GYPSUM
0413 WALL SHEATHING/SHEAR
CITY OF TUKWILA
Community Development Department
Public Works Department
Permit Center
6300 Southcenter Blvd., Suite 100
Tukwila, WA 98188
http://www.TukwilaWA.gov
Building Permit No 7 l c q0
�L/
Project No.
Date Application Accepted:
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: 400 Costco Drive
King Co Assessor's Tax No.: 2523049063
Suite Number: 150 Floor:
Tenant Name: COSTCO WHOLESALE
PROPERTY OWNER
Name: Costco Wholesale
Address: 999 Lake Drive
City: Issaquah
State: WA
Zip: 98027
CONTACT PERSON — person receiving all project
communication
Name:
Address:
City:
State:
Zip:
Phone:
Fax:
Email:
GENERAL CONTRACTOR INFORMATION
Company Name: Interstate Construction
Address: L '7 29 St. 'u E . S-te__ )5:
City:1 u,9 a_ ( i t..lp State: r„A Zip? gQ 3-
Phone: . 435_0947Fax:a.6, , '85 _096 3
Contr Reg No.: Exp Date:
Tukwila Business License No.:
H:\Applications\Foma-Applications On Line\2011 Applications\Permit Application Revised - 8-9-11.docx
Revised: August 2011
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New Tenant: ❑ Yes ..No
ARCHITECT OF RECORD
Company Name: MulvannyG2 Architecture
Architect Name: Russell Hazzard
Address: 1110 1 l2th Avenue NE, Ste. 500
City: Bellevue State: WA Zip: 98004
Phone: (425) 463-1553 Fax:
Email: rod.willson@mulvannyg2.com
ENGINEER OF RECORD
Company Name: T.E. Inc.
Engineer Name: Paal Ryan
Address: 830 N. Riverside Drive, Ste. 200
City: Renton State: WA
Zip: 98057
Phone: (425) 970-3753 Fax:
Email: pryan@tei-engineering.com
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 INFORMATION — 206-431-3670
Valuation of Project (contractor's bid price): $ 75,000 Existing Building Valuation: $
Describe the scope of work (please provide detailed information):
/Remodel existing Men's and Women's public restrooms. Remove existing sinks and install new trough sinks in each restroom. AdAd
a new urinal to the Men's room. Add (2) toilet stalls to the Women's room. Provide new restroom entry vestibule. Refinish walls
and floor.
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
Existing
Interior Remodel
Addition to
Existing
Structure
New
Type of
Construction per
IBC
Type of
Occupancy per
IBC
1s1 Floor
2"d 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 IV No If "yes", explain:
FIRE PROTECTION/HAZARDOUS MATERIALS:
Sprinklers 0 Automatic Fire Alarm ❑ None ❑ Other (specify)
Will there be storage or use of flammable, combustible or hazardous materials in the building? ❑ Yes ❑ 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:\ApplicationsWorms-Applications On Line\2011 Applications''ermit Application Revised - 8-9-I1.docx
Revised: August 2011
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Page 2 of 4
PUBLIC WORKS PERMIT INFORMATION — 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 ❑ ...Water District #125
❑ ...Water Availability Provided
Sewer District
❑ ...Tukwila
❑ ...Sewer Use Certificate
0 .. Highline
❑ ...Valley View ❑ .. Renton
❑ ...Sewer Availability Provided
❑ .. Renton
❑ .. Seattle
Septic System:
O 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):
0 ...Civil Plans (Maximum Paper Size — 22" x 34")
0 ...Technical Information Report (Storm Drainage)
0 ...Bond ❑ .. Insurance ❑ .. Easement(s)
Proposed Activities (mark boxes that apply):
0 ...Right-of-way Use - Nonprofit for less than 72 hours
0 ...Right-of-way Use - No Disturbance
❑ ...Construction/Excavation/Fill - Right-of-way ❑
Non Right-of-way
❑ ...Total Cut
❑ ...Total Fill
❑ ...Sanitary Side Sewer
❑ ...Cap or Remove Utilities
O ...Frontage Improvements
❑ ...Traffic Control
❑ ...Backflow Prevention
cubic yards
cubic yards
Fire Protection
Irrigation
❑ .. Geotechnical Report
❑ .. Maintenance Agreement(s)
0 ...Traffic Impact Analysis
0 ...Hold Harmless — (SAO)
❑ ...Hold Harmless — (ROW)
❑ .. Right-of-way Use - Profit for less than 72 hours
❑ .. Right-of-way Use — Potential Disturbance
❑ .. Work in Flood Zone
❑ .. Storm Drainage
❑ .. Abandon Septic Tank
❑ .. Curb Cut
❑ .. Pavement Cut
❑ .. Looped Fire Line
Domestic Water
0 ...Permanent Water Meter Size...
0 ...Temporary Water Meter Size ..
❑ ...Water Only Meter Size
❑ ...Sewer Main Extension Public ❑
0 ...Water Main Extension Public 0
5-5
33
WO#
WO #
WO#
Private ❑
Private 0
❑ .. Grease Interceptor
❑ .. Channelization
❑ .. Trench Excavation
❑ .. Utility Undergrounding
0 ...Deduct Water Meter Size
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
Water Meter Refund/Billing:
Name:
Mailing Address:
State Zip
Day Telephone:
City
State Zip
H:Wpplications\Fornts-Applications On Line\201 I Applications\Permit Application Revised - 8-9-11.docx
Revised: August 2011
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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.
BUILDING 0 NER UTHORIZED A N�
Signature: Date:
_4054124044
Print Name: Mostafa Ah chi Day Telephone: (425) 463-2000
Mailing Address: 1110 112th Ave NE, Ste. 500
H:\Applications\Fornxs-Applications On Line\2011 Applications\Permit Application Revised - 8-9-11.docx
Revised: August 2011
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Bellevue WA 98004
City State Zip
Page 4 of 4
Cash Register Receipt
City of Tukwila
DESCRIPTIONS ACCOUNT QUANTITY
PermitTRAK r
PAID
$1,315.16
D14-0290 Address: 400 COSTCO DR BLDG Apn: 2523049057
$1,315.16
DEVELOPMENT
$1,252.75
PERMIT FEE
R000.322.100.00.00
0.00
$1,248.25
WASHINGTON STATE SURCHARGE
B640.237.114
0.00
$4.50
TECHNOLOGY FEE
$62.41
TECHNOLOGY FEE
TOTAL FEES PAID BY RECEIPT: R3182
R000.322.900.04.00
0.00
$62.41
$1,315.16
Date Paid: Tuesday, September 30, 2014
Paid By: INTERSTATE CONSTRUCTION GROUP
Pay Method: CHECK 017107
Printed: Tuesday, September 30, 2014 8:31 AM 1 of 1
r� SYSTEMS
Cash Register Receipt
City of Tukwila
DESCRIPTIONS
I ACCOUNT I QUANTITY I PAID
PermitTRAK
$811.36
D14-0290 Address: 400 COSTCO DR BLDG Apn: 2523049057
$811.36
DEVELOPMENT
$811.36
PLAN CHECK FEE
TOTAL FEES PAID BY RECEIPT: R2998
R000.345.830.00.00
0.00
$811.36
$811.36
Date Paid: Thursday, September 04, 2014
Paid By: INTERSTATE CONSTRUCTION
Pay Method: CHECK 017071
Printed: Thursday, September 04, 2014 7:50 AM 1 of 1
CRWSYSTEMS
INSPECTION RECORD
Retain a copy with permit h (L4-0 t 6
INSPECTION NO. PERMIT NO.
CITY OF TUKWILA BUILDING DIVISION
6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670
Permit Inspection Request Line (206) 438-9350
Project: •
1 --t0ca
Type rpfinspection:
- l kiAL—
Address: ` _
t--t00 CDSte0 bQ--
Date Called:
Special Instructions;
Date Wa
1 t
ted:
2._cD
La.m.`
I iq
Requester:
Phone No:
Approved per applicable codes. Corrections required prior to approal.
COMMENTS:
n �
/
In `pector:
-- �)raAVt./.(1-
REINSPECTIDN FEE RfiUI'RED, Pri r to next inspection.(fee ust be
paid at 6300 Southcenter Blvd.. Suite 100. Cate to schedule rein pection.
Date
1.4) Il/J
u )-\-- O 1q & 1)
INSPECTION NO.
INSPECTION RECORD
Retain a copy with permit
PERMIT NO.
CITY OF TUKWILA BUILDING DIVISION
6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670
Permit Inspection Request Line (206) 431-2451
Project:
Type of Inspection:
Address:
1-t00 0 OS-1 C' O
bQ-
Date Called:
Special Instructions:
Date Wanted:
IF _7 - 14-i
a.m.
7 �
Requester:
Phone No:
❑ Approved per applicable codes. Corrections required prior to approval.
COMMENTS:
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tnspe�tor:
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EIlSPECTION FEE RE UIRED. Prior to next inspection. fee must be
p idat 6300 Southcenter/ Blvd., Suite 100. Call to schedule reinspection.
Date:
11-I-0)A6$ d f\
INSPECTION RECORD
Retain a copy with permit
6300 Southcenter Blvd., #100, Tukwila. WA 98188
Permit Inspection Request Line (206) 431-2451
INSPECTION NO.
PERMIT NO.
CITY OF TUKWILA BUILDING DIVISION
(206) 431-3670
Project:,
f S:10a
Type of Inspection:,
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Address:
t-t00A0Szr0o
Date Called:
Special Instructions:
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Date Wanted: (
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(p.m.
Requester:
Phone No:
QApproved per applicable codes. Q Corrections required prior to approval.
COMMENTS:
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Inspector:
1 f REINSPECTION FEEREQUIRED. Prior fo next inspection, fee must be
paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection.
INSPECTION RECORD
Retain a copy with permit
INSPECTION NO. PERMIT NO.
CITY OF TUKWILA BUILDING DIVISION
6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670
Permit Inspection Request Line (206) 431-2451
Project:
Type of Inspection:
viTnikt, (':1--
Address:
(ADO G4)4; Q DV"
Date Called:
Special Instructions:
Date Wanted: 10
I / 1a.m_
p.m.
Requester: Lcr o ...___--
Phone No: 2iL o I. 29 5.
❑ Approved per applicable codes. tl Corrections required prior to approval.
COMMENTS: p A
lnsp&t r:
Date:
I0
RRI
INSPECTION FEE REQUIRE Prior to next inspection, fee must be
paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection.
INSPECTION RECORD
Retain a copy with permit
INSPECTION NO. PERMIT NO.
CITY OF TUKWILA BUILDING DIVISION
6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670
Permit Inspection Request Line (206) 431-2451
Project: _
(lose
Type,,offI�Inss^pee"cti�tion:
f-
Address:
woo e nc.-Toa ,i)cca
Date Called:
Special Instructions:
Date Wanted: a
a.m.
Requester:
Phone No:
Approved per applicable codes. II Corrections required prior to approval.
COMMENTS:
1
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1 ^ 1 l__ k co ct I/l _ , kJ. tJc. A
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Inspector:
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REINSPECTION FEE REQ U IRED. Prior to next inspection, fee must be
Ft
at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection.
Date: /
In —I �- 0-7
INSPECTION RECORD
Retain a copy with permit
,,INSPECTION NUMBER
/ems-Z7-7
PERMIT NUMBERS
CITY OF TUKWILA FIRE DEPARTMENT
206-575-4407
Project:
(4054.61
Type of Inspection:
.Si°
Address:
Suite #: OO
6 S
A,
Contact Person:
Special Instructions:
Phone No.:
Approved per applicable codes.
Corrections required prior to approval.
COMMENTS:
/ .6/ % .C/' A.4,
Needs Shift Inspection:
Sprinklers:
Fire Alarm:
Hood & Duct:
Monitor:
Pre -Fire:
Permits:
Occupancy Type:
Inspector: ` }-_Z__
.7�41S--
Date:. / /22/ %
Hrs.:
/.
j
$100.00 REINSPECTION FEE REQUIRED. You will receive an invoice from
the City of Tukwila Finance Department. CaII to schedule a reinspection.
Billing Address
Attn:
Company Name:
Address:
City:
State:
Zip:
Word/Inspection Record Form.Doc
3/14/14
T.F.D. Form F.P. 113
INSPECTION RECORD
Retain a copy with permit
INSPECTION NUMBER
/'s-2 7
1 v/-- /)2
67(2
PERMIT NUMBERS
CITY OF TUKWILA FIRE DEPARTMENT
206-575-4407
Project:
(./4U
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Type of Inspection: ,r
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Address:
Suite #: (e) �r
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/)-
Contact Person:
Special Instructions:
Phone No.:
'XiApproved per applicable codes.
Corrections required prior to approval.
COMMENTS:
"f.,�r�f / --
(rZ
A 0 !I
i
Needs Shift Inspection:
Sprinklers:
Fire Alarm:
Hood & Duct:
Monitor:
Pre -Fire:
Permits:
Occupancy Type:
�.-
Inspector: t��
��� ��?
Date: /�
//� 9,/ /
Hrs.:
/
-0
/
$100.00 REINSPECTION FEE REQUIRED. You will receive an invoice from
the City of Tukwila Finance Department. Call to schedule a reinspection.
Billing Address
Attn:
Company Name:
Address:
City:
State:
Zip:
Word/Inspection Record Form.Doc
3/14/14
T.F.D. Form F.P. 113
ENWSTRUCTURAL
NGINE
ENGINEERS
Engineers Northwest Inc., P.S.
FILE COPY
Permit No.
COSTCO WHOLESALE
Tukwila, WA
STRUCTURAL CALCULATIONS
FOR
RESTROOM REMODEL
j z° ���
blWO0
August 26, 2014
ENW Project No. 87022030
•
REVIEWED FOR
CODE COMPLIANCE
APPROVED
SEP 2 5 2014
City of Tukwila
BUILDING DIVISION
RECEIVED
CITY OF TUKWILA
SEP. 0 4, 2014
PERMIT CENTER
• 9725 Third Avenue NE . Seattle, WA 98115
• 206.525.7560 . fax 206.522.6698
www.engineersnw.com
ENWENGINEERS NORTHWEST, INC., P.S. STRUCTURAL ENGINEERS
9725 THIRD AVE NE, SUITE 207, SEATTLE, WA 98115 (206) 525-7560 FAx (206) 522-6698
PROJECT # 07021°3° PROJECT C , TL) KO) i 1 A J vv4 . DATE 5! 251 244
SUBJECT !?E,STkOOM REA"DEI.- •
SHEET OF
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8"252014
Design Maps Summary Report
(S Design Maps Summary Report
User -Specified Input
Report Title C. Tukwila WA
1 Mon August 25, 2014 15:46:06 UTC
Building Code Reference Document 2012 International Building Code
(which utilizes USGS hazard data available in 2008)
Site Coordinates 47.4456°N, 122.24834°W
Site Soil Classification Site Class D - "Stiff Soil"
I/II/III
1 ~�' of - 'fit... ' „ : ' Ili
I East Renton, S1�N' I_
w gM1pN_atldi.
`1 Tukwila .rs ,
1 , `f , - f�j Oi ento» * r, c
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TRAMP HARBOR
"
USGS-Provided Output
Ss = 1.434 g
S1 = 0.534 g
ones
II
SMs = 1.434 g
SM1 = 0.801 g
-Kent-,�=0211114I
Sin = 0.956 g
Sp, = 0.534 g
NOR
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.
1.65
1.50
1.35
1.20
1.05
Si 0.30
VI0.75
0.60
0.45
0.30
0.15
0.00
0.00
MCEe Response Spectrum
0.20
0.40
0.60 0.90
1.00 1.20
Period, T (sec)
1.40
1.40 1.90
2.00
1.10
1.00
0.90
0.90
0.70
a 0.60
to 0.50
0.40
0.30
0.20
0.10
0.00
0.00
Design Response Spectrum
0.20
0.40
0.60
0.90
1.00
1.20 1.40
Period. T (sec)
1.60 1.20
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
httpl/ehp2-earthq oaks.wr.usgs.go idesigrmaps/us/surrrnary php?template=minimal&latitude=47.4455958,longitude=-122.24834&siteclass=3&riskcategory=0&e... 1/2
ENGINEERS-NORTHWEST,INC.P.S. SHEET OF
9725 THIRD AVE. N.E. (SUITE 207)
SEATTLE, WA. 98115
ASCE 7-10
Seismic Loads per ASCE 7-10- Chapter 12 Seismic Design Requirements for Building Structures
Input Cells =
Project Number:
Project Name:
Location:
Design By:
Property of Engineers Northwest, Inc., P.S.- Use by others unlawful
2012 IBC Section 1613 / ASCE 7-10 Section 12.8 Equivalent Lateral Force Procedure
All references below are to ASCE 7-10 (U.N.O.)
Input
Basic Seismic Force Resisting System = A18. Light -frame (cold -formed steel) wall systems using flat strap bracing
Basic Seismic Force Resisting System = BWS = Bearing Wall Systems
Is diaphragm considered flexible? =
Structural height, h„ = 12 ft
Ss =
Si =
TL =
Site Class (soil) =
Risk Category =
Top of wall elevation (parapet) =
Elev. of top of wall lateral support (max.) =
Elev. of top of wall lateral support (min.) _
Regular structure 5 5 stories ? =
Site Coefficient, Fa =
Site Coefficient, F„ =
SMS
SM� =
SDS =
SDI =
Seismic Design Category (SDC) =
To =
T8 =
Ct =
Period, T =
Sa =
Response Modification Coefficient, R =
System Overstrength Factor, Q, =
Deflection Amplification Factor, Cd =
Importance Factor, le =
Detailing Reference Section =
Cs calc =
Cs max =
Cs min =
Cs use =
Vu =
V=
E„ =
YES
1.434
0.534
6
II
12
12
12
YES
spectral response acceleration at a period of 0.2s for Site Class B
spectral response acceleration at a period of 1.0s for Site Class B
Long -period transition period
Table 1.5-1
ft
ft (roof high point- minimum parapet)
ft (roof low point- maximum parapet)
Section 12.8.1.3
Output
1 Table 11-4.1
1.5 Table 11-4.2
1.434 Eqn 11.4-1
0.801 Eqn 11.4-2
0.956 Eqn 11.4-3
0.534 Eqn 11.4-4
D Section 11.6 & Tables 11.6-1 & 11.6-2
0.112 Section 11.4.5, 0.2Sd1/Sds
0.559 Section 11.4.5, Sd1/Sds
0.02 Table 12.8-2
0.129 sec, Section 12.8.2.1 (Eqn 12.8-7)
0.956 Section 11.4.5 (Eqns 11.4-5, 11.4-6, 11.4-7)
4 Table 12.2-1
2 Table 12.2-1
3.5 Table 12.2-1
1 Table 1.5-2, by Risk Category
14.1
0.239 Section 12.8.1.1, Eqn 12.8-2
1.035 Section 12.8.1.1, Eqns 12.8-3 & 12.8-4
0.042 Section 12.8.1.1, Eqns 12.8-5 & 12.8-6
0.239 Section 12.8.1.1, Eqns 12.8-2 - 12.8-6
0.239 * W (LRFD) Section 12.8.1, Eqn 12.8-1
0.167 • W (ASD)
0.191 * D = +/- Sos D (Eqn 12.4-4) - May be zero
for proportioning foundations.
ASCE7-10 Seismic Loads.xlsx
EQ
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ENW
ENGINEERS NORTHWEST, INC., P.S. - STRUCTURAL ENGINEERS
9725 THIRD AVE NE, SUITE 207, SEATTLE, WA 98115 (206) 525-7560 FAX (206) 522-6698
PROJECT # PROJECT DATE
SUBJECT SHEET OF
BY
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INPUT =
Job No.:
Notes:
ENGINEERS -NORTH WEST,INC. P.S.
9725 THIRD AVE. N.E. (SUITE 207)
SEATTLE, WA. 98115
AISI 2007 DESIGN OF AN X-BRACED METAL STUD SHEARWALL
Property of Engineers Northwest, Inc., Seattle - Use by others unlawful
Project:
Wall MK:
SHEET of
REV. 12/05/11
'All analyses per 2007 AISI Standard for Cold-Forrned Steel Framing
" Analyses do not include wall design for gravity loads or out -of -plane lateral. These need to be evaluated
separately.
DESIGN DATA
V
16 GA. DBL
WALL STUD
v
v
v
v
v
HD
v
v
v
CHD
wo
v
A
CHD
16 GA. BOTTOM TRACK
a
(6)#10 SCREWS (MIN.)
(8)#10 SCREWS (MIN.)
(6)#10 SCREWS (MIN.)
16 GA. GUSSET PLATE
DESIGN DATA
ASD or USD Design:
Wind or Seismic:
P=
R=
Sos =
Cs =
OE =
V=
WD =
Wsw =
tstud =
tick _
tgusset plate
tstrap =
Wstrap =
Screw Size =
h=
ew =
CHD =
eHD =
ASD
Seismic
1.0
4
0.486
0.085
2.0
830
0
2
54
54
54
54
3.0
#10
12.0
11.0
4.0
10.7
WALL DESIGN OUTPUT
Tstrap = 2523 Ibs
an)yield = 5859 lbs
(Tn)fracture = 5957 Ibs
[ASD]
Ibs [ASD]
pif [ASD]
psf
mils
mils
mils
mils
in
ft
ft
in
ft
[ASD]
[ASD]
[ASD]
Therefore, Strap Design Okay
HOLDDOWN OUTPUT
(ASD ALT LOAD COMBO 0.9D t E/1.4)
MOT = Vh = 10,095 lb-ft [ASD]
PD = 264 Ibs [ASD]
PDL = Ibs [ASD]
x = 2.5 ft
100
Tx= 1705 Ibs �E, 946 lbs ,S 1AS_ D]
TuPLIFT = 772 Ibs [ASD]
Use Simpson S/LTT20 HolddownIN
w/ Tallow = 1200 lbs (ASD]
�������_,J`- -
Mtl Stud Shearwall w X-Bracing 8/25/2014
1 / 1 Copy of AISI 2007 Light Framed Shearwall Design.xlsx
PERMIT COORD COPY
PLAN REVIEW/ROUTING SLIP
PERMIT NUMBER: D14-0290 DATE: 09/04/14
PROJECT NAME: COSTCO RESTROOM REMODEL
SITE ADDRESS: 400 COSTCO DR
X Original Plan Submittal
Revision #
before Permit Issued
Response to Correction Letter # Revision # after Permit Issued
DEPARTMENTS:
Building Division
Public Wofks
Fire Prevention
Structural
14% ite J ( Lj
Planning Division
Permit Coordinator
p
PRELIMINARY REVIEW:
Not Applicable
(no approval/review required)
DATE: 09/16/14
Structural Review Required
REVIEWER'S INITIALS: DATE:
n
APPROVALS OR CORRECTIONS:
Approved
Corrections Required
(corrections entered in Reviews)
Notation:
Approved with Conditions
Denied
(ie: Zoning Issues)
DUE DATE: 10/14/14
REVIEWER'S INITIALS:
DATE:
Permit Center Use Only
CORRECTION LETTER MAILED:
Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials:
12/18/2013
INTERSTATE CONST GROUP ITTC
Page 1 of 2
0 VVashingto:n State Department of
Labor & Industries
INTERSTATE CONST GROUP INC
Owner or tradesperson
PRESCOTT, LARRY R
Principals
PRESCOTT, LARRY R, PRESIDENT
BRAZIER, ROBERT S, VICE PRESIDENT
LORENZ, KENNETH, VICE PRESIDENT
(End: 11/26/2012)
Doing business as
INTERSTATE CONST GROUP INC
WA UBI No.
602 339 476
437 29TH ST NE, STE F
PUYALLUP, WA 98372
253-435-0949
PIERCE County
Business type
Corporation
License
Verify the contractor's active registration / license / certification (depending on trade) and any past violations.
Construction Contractor
License specialties
GENERAL
License no.
INTERCG974QR
Effective — expiration
11 /19/2003-12/01 /2015
Bond
American Contractors Indem CO
Bond account no.
100233877
Received by L&I
11/19/2013
Bond history
Insurance
WESTCHESTER FIRE INS
Policy no.
G24099945002
Active.
Meets current requirements.
$12,000.00
Effective date
11/15/2013
Expiration date
Until Canceled
$1,000,000.00
Effective date
Received by L&I
https://secure.lni.wa.gov/verify/Detail.aspx?UBI=602339476&LIC=INTERCG974QR&SAW= 09/30/2014