HomeMy WebLinkAboutPermit D17-0148 - US ARMY RECRUITING OFFICE - INTERIOR IMPROVEMENTUS ARMY RECRUITING
OFFICE
666 STRANDER BLVD
D17-0148
Parcel No:
Address:
1
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
0005800037 Permit Number: D17-0148
666 STRANDER BLVD
Project Name: US ARMY RECRUITING OFFICE
Issue Date: 6/21/2017
Permit Expires On: 12/18/2017
Owner:
Name:
Address:
Contact Person:
Name:
Address:
Contractor:
Name:
Address:
License No:
Lender:
Name:
Address:
BC PARTNERS LLC
PO BOX 997 C/O MK PROPERTY
SERVICES LLC, SNOQUALMIE, WA,
98065
SAM MORRIS Phone: (425) 281-1632
700 NW GILMAN BLVD - SUITE 351,
ISSAQUAH, WA, 98027
ENRICHED DESIGNS INC Phone: (425) 255-5467
12920 SE 95TH WAY, NEWCASTLE,
WA, 98056
ENRICDI12809 Expiration Date: 7/3/2017
MK PROPERTY SERVICES
PO BOX 997 , SNOQUALMIE, WA,
98065
DESCRIPTION OF WORK:
INTERIOR TENANT IMPROVEMENT TO EXISTING (PREVIOUSLY OCCUPIED) VACANT STOREFRONT SPACE.
MODIFICATIONS CONSIST OF FRAMING SIX (6) NEW WALL SECTIONS 8'-0" LONG BY 8'-0" HIGH WITH END OF
WALL EXTENDING UP TO JUST BENEATH EXISTING 9'-5" HIGH ACT CEILING WITH DIAGONAL FRAMING TO ROOF
STRUCTURE TO SECURE AND BRACE END OF WALL.
Project Valuation: $34,373.00
Type of Fire Protection:
Sprinklers: YES
Fire Alarm: YES
Type of Construction: VB
Electrical Service Provided by: TUKWILA
Fees Collected: $1,350.30
Occupancy per IBC: B
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:
2014
2014
2014
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: Number: 0
Sewer Main Extension:
Storm Drainage:
Street Use:
Water Main Extension:
Water Meter: No (AA. Permit Center Authorized Signature:
Volumes: Cut: 0 Fill: 0
Date: 10 `dA��
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 Namgriece-41
Date: ,`v)-( —/ %
This permit shall become null and void if the work is not commenced within 180 days for the date of issuance, or if
the work is suspended or abandoned for a period of 180 days from the last inspection.
PERMIT CONDITIONS:
1: ***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: New suspended ceiling grid and light fixture installations shall meet the seismic design requirements for
nonstructural components. ASCE 7, Chapter 13.
5: Partition walls shall not be tied to a suspended ceiling grid. All partitions greater than 6 feet in height shall
be laterally braced to the building structure. Such bracing shall be independent of any ceiling splay bracing.
6: All construction shall be done in conformance with the Washington State Building Code and the
Washington State Energy Code.
0' 0,
7: There shall be no occupancy of a building until final inspection has been completed and approved by
Tukwila building inspector. No exception.
8: 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.
9: 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).
10: All electrical work shall be inspected and approved under a separate permit issued by the City of Tukwila
Permit Center.
11: 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.
12: All mechanical work shall be inspected and approved under a separate permit issued by the City of Tukwila
Permit Center (206/431-3670).
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 Tess. (IFC
906.3) (NFPA 10, 5.4)
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: Egress doors shall be readily openable from the egress side without the use of a key or special knowledge
or effort. (IFC 1008.1.8.3 subsection 2.2)
19: Dead bolts are not allowed on auxiliary exit doors unless the dead bolt is automatically retracted when the
door handle is engaged from inside the tenant space. (IFC Chapter 10)
20: Exit hardware and marking shall meet the requirements of the International Fire Code. (IFC Chapter 10)
21: Door handles, pulls, latches, locks and other operating devices on doors required to be accessible by
Chapter 11 of the International Building Code shall not require tight grasping, tight pinching or twisting of
the wrist to operate. (IFC 1008.1.9.1)
22: Aisles and aisle access ways serving as a portion of the exit access in the means of egress system shall
comply with the requirements of this section. Aisles or aisle access ways shall be provided from all
occupied portions of the exit access which contain seats, tables, furnishings, displays and similar fixtures or
equipment. The required width of aisles shall be unobstructed. (IFC 1017.1)
26: 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)
24: Sprinklers shall be installed under fixed obstructions over 4 feet (1.2 m) wide. (NFPA 13-8.6.5.3.3)
23: 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).
28: 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)
27: 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)
29: An electrical permit from the City of Tukwila Building Department Permit Center (206-431-3670) is required
for this project.
30: 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: Contact The Tukwila Fire Prevention Bureau to witness all required inspections and tests. (City Ordinances
#2436 and #2437)
31: Any overlooked hazardous condition and/or violation of the adopted Fire or Building Codes does not imply
approval of such condition or violation.
32: 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
0409 FRAMING
0406 SUSPENDED CEILING
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. 't ' 01 U
Project No.
Date Application Accepted: to
Date Application Expires:
-3-17
I.) -5-r7
(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.: 0005800037
site Address: 666 Strander Blvd
Tenant Name: US Army Recruiting Office Tukwila
Suite Number: 666 Floor: 1
PROPERTY OWNER
Name: MK Property Services LLC (Agent)
Address: 8124 Falls Ave SE
City: Snoqualmie State: WA Zip: 98065
CONTACT PERSON — person receiving all project
communication
Name:
Sam Morris
Address: 700 NW Gilman Blvd #351
City: Issaquah State: WA zip: 98027
Phone: 425-281-1632 Fax:
Email: samlderl@gmail.com
GENERAL CONTRACTOR INFORMATION
Company Name: Enriched Designs Inc
Address: 12920 SE 95th Way
City: Newcastle State: WA zip: 98056
Phonc: 425-255-5467 Fax:
Contr Reg No.: ENRICDI12809 Exp Date: 07/03/17
Tukwila Business License No.: BUS -0994427
II: \Applications \ Fonns-Applications On Line \2011 Applications\Pennil Application Revised - 8-9-11.doex
Revised: August 20 )1
hh
New Tenant: ❑ Yes ®..No
ARCHITECT OF RECORD
Name:
k f &/ `/ c7V/Ge--
Address: -0 /e0K q4,'
le0K `1
Company Name:
Architect Name:
Address:
City:
State:
Zip:
Phonc:
Fax:
Email:
ENGINEER OF RECORD
Name:
k f &/ `/ c7V/Ge--
Address: -0 /e0K q4,'
le0K `1
Company Name:
Engineer Name:
Address:
City:
State:
Zip:
Phone:
Fax:
Email:
LENDER/BOND ISSUED (required for projects $5,000 or
greater per RCW 19.27.095)
Name:
k f &/ `/ c7V/Ge--
Address: -0 /e0K q4,'
le0K `1
City: d Gt A/., A-
State: �a z;p:�kOlo S�
e
Page 1 of4
BUILDING PERMIT INFORMATION — 206-431-3670
Valuation of Project (contractor's bid price): $ 34,373
Describe the scope of work (please provide detailed information):
Interior tenant improvement to existing (previously occupied) vacant storefront space. Modifications consist
of framing six (6) new wall sections 8'-0" long by 8'-0" high, with end of wall extending up to just beneath
existing 9'-5" high ACT ceiling, with diagonal framing to roof structure to secure and brace end of wall.
Existing Building Valuation: $ 6,133,700
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? ❑ Yes ® No If "yes", explain:
FIRE PROTECTION/HAZARDOUS MATERIALS:
® Sprinklers NI 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.
11:\ApplicationsWorms-Applications On Line 12011 Applications\Pennit Application Revised - 8-9-11.docx
Revised: August 2011
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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
1,612
510
0
0
Type V
B -Business
2"d Floor
3rd Floor
Floors thru
Basement
Accessory Structure*
Attached Garage
Detached Garage
Attached Carport
Detached Carport
Covered Dcck
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:
® Sprinklers NI 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.
11:\ApplicationsWorms-Applications On Line 12011 Applications\Pennit Application Revised - 8-9-11.docx
Revised: August 2011
bh
Page 2 of 4
PUBLIC WORKS PERMIT INFORMATION — 206-433-0179
Scope of Work (please provide detailed information):
Interior tenant improvement to existing (previously occupied) vacant storefront space. Modifications consist
of framing six (6) new wall sections 8'-0" long by 8'-0" high, with end of wall extending up to just beneath
existing 9'-5" high ACT ceiling, with diagonal framing to roof structure to secure and brace end of wall.
Call before you Dig: 811
Please refer to Public Works Bulletin #1 for fees and estimate sheet.
Water District
❑ ...Tukwila ❑ ... Watcr District #125
El ...Water Availability Provided
Sewer District
❑ ...Tukwila
❑ ...Sewer Use Certificate
❑ .. Highlinc
0 ...Valley View ❑ .. Renton
❑ ...Sewer Availability Provided
1=1.. Renton
El .. 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 apply):
❑ ...Civil Plans (Maximum Paper Size — 22" x 34")
❑ ...Technical Information Report (Storm Drainage)
0 ...Bond ❑ .. Insurance ❑ .. Easement(s)
Proposed Activities (mark boxes that apply):
❑ ...Right-of-way Use - Nonprofit for less than 72 hours
0 ...Right-of-way Use - No Disturbance
0 ...Construction/Excavation/Fill - Right-of-way 0
Non Right-of-way
❑ ...Total Cut
0 ...Total Fill
❑ .. Geotechnical Report
❑ .. Maintenance Agreement(s)
❑...Traffic Impact Analysis
0 ...Hold Harmless — (SAO)
❑ ...Hold Harmless — (ROW)
0 .. Right-of-way Use - Profit for less than 72 hours
0 .. Right-of-way Usc — Potential Disturbance
cubic yards 0 .. Work in Flood Zone
cubic yards 0 .. Storm Drainage
❑ ...Sanitary Side Sewer
0 ...Cap or Remove Utilities
0 ...Frontage Improvements
0 ...Traffic Control
❑ ...Backflow Prevention - Fire Protection
❑ .. Abandon Septic Tank
0 .. Curb Cut
0 .. Pavement Cut
0 .. Looped Fire Line
Irrigation
Domestic Water
❑ ...Permanent Water Meter Size...
0 ...Temporary Water Meter Size .. "
❑ ...Water Only Meter Size
❑ ...Sewer Main Extension Public 0
0 ...Water Main Extension Public El
71
WO#
WO #
WO #
Private 0
Private ❑
0 .. Grease Interceptor
0 .. Channelization
0 .. Trench Excavation
0 .. Utility Undergrounding
❑ ...Deduct Water Meter Size
If
FINANCE INFORMATION
Fire Line Size at Property Line
❑ ...Water ❑ ...Sewer
Monthly Service Billing to:
Name:
Number of Public Fire Hydrant(s)
❑ ...Sewage Treatment
Day Telephone:
Mailing Address:
City State Zip
Water Meter Refund/Billing:
Name:
Mailing Address:
Day Telephone:
City
State Zip
II:\Applications\Forms-Applications On Lmet2011 Applications\Permit Application Revised - 8-9-11.docz
Revised: August 2011
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Page 3 of 4
PERMIT APPLICATION NOTES –
Value off 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 pemtit 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 HERF..BY 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 AUTH121 ED AGENT:
Signature:
Print Name:
Date: (0 5 •
Day Telephone: 4.1.5. f--.-( C.31 • \, )C-4
Mailing Address:�•`% 1: Z-;✓'" t SGL\t Cliff' l 1�
City State Zip
tI:'Applications\Form -Applications On Line '2011 Applicaziono\Pamilt Application Rcviscd - 8-9-11411m(
Revised: August 2011
bh
Page 4 of 4
Cash Register Receipt
City of Tukwila
DESCRIPTIONS ACCOUNT
PermitTRAK
QUANTITY
' PAID
$1,350.30
D17-0148 Address: 666 STRANDER BLVD Apn: 0005800037
$1,350.30
Credit Card Fee
$39.33
Credit Card Fee
I R000.369.908.00.00
0.00
$39.33
DEVELOPMENT
$1,272.54
PERMIT FEE
R000.322.100.00.00
0.00
$768.51
PLAN CHECK FEE
R000.345.830.00.00
0.00
$499.53
WASHINGTON STATE SURCHARGE
B640.237.114
0.00
$4.50
TECHNOLOGY FEE
$38.43
TECHNOLOGY FEE R000.322.900.04.00
TOTAL FEES PAID BY RECEIPT: R11627
0.00
$38.43
$1,350.30
Date Paid: Monday, June 05, 2017
Paid By: CHARLES LINDBERG
Pay Method: CREDIT CARD 315010
Printed: Monday, June 05, 2017 11:02 AM 1 of 1
rArR SYSTEMS
INSPECTION NO.
INSPECTION RECORD
Retain a copy with permit
b7-Q'/L6
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:
(X Ar204 Ll aWlDA 6-
T.ypeLktb)/J6 of Inspection:
. l">/VAL
Address:
666 �; i.. htle.
RtV_
Date Called:
Instructions:
10V)—Phone
yt'ti
Date Wante a.m.
7 17/7 cpjirSpecial
Requester.
No:
_ zD(Lo — 1S9— //y,�_
INApproved per applicable codes. Corrections required prior to approval.
COMMENTS:
eC-/fit)/ t—DiN - ANA L
Inspector:
Date: 17 —/7
REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be
paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection.
INSPECTION NO.
INSPECTION RECORD
Retain a copy with permit
D17ooi y
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:
pcs- a,
Type of Inspection:
. ,i �1v.
Address:
Date Called:
Special Instructions:
Date Wante :
Requester:
Phone No:
Approved per applicable codes. LJ Corrections required prior to approval.
COMMENTS:
- rmi iN; c --
Inspector:
Date:
4-17
REINSPECTION FEE REQUIRED. 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 BIvd., #100, Tukwila. WA 98188 (206) 431-3670
Permit Inspection Request Line (206) 438-9350
J/7-3/4 y'
Project:
P=5, Agin/ AtzeR07AI6 46f'ii5125pa
Type of Inspection:
t/NG
Address:
6 .5744400? &PO
Date Called:
Special Instructions:
Date Wanted:
6 — 30
-17
(a.m)
p.m.
Requester:
Phone No:
Approved per applicable codes. LJ Corrections required prior to approval.
COMMENTS:
�fC —sui?'t2]) eilL/4/6,
Inspector:
Datei 5f //
REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be
paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection.
2
INSPECTION NUMBER
INSPECTION RECORD
Retain a copy with permit
PERMIT NUMBERS
CITY OF TUKWILA FIRE DEPARTMENT
206-575-4407
Project:
AV--tit&c4 —2ex v. t„,,,ks,
Type of Inspection:
Address:( /
Suite #: Vo(f) <-..,-/-12_46.„o{cev._
Contact Person:
Special Instructions
Phone No.:
x
Approved per applicable codes.
Corrections required prior to approval.
COMMENTS:
(
C-e,nr/mac o -z /t, c
Needs Shift Inspection:
Sprinklers:
Fire Alarm:
Hood & Duct:
Monitor:
Pre -Fire:
Permits:
Occupancy Type:
Inspector
y
--c 3
Date: 7 /j tf/ / --7
Hrs.:
(.
6
r �
$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
COERMIT COORD CCN C�
PLAN REVIEW/ROUTING SLIP
PERMIT NUMBER: D17-0148 DATE: 06/05/17
PROJECT NAME: US ARMY RECRUITING OFFICE
SITE ADDRESS: 666 STRANDER BLVD
X Original Plan Submittal Revision # before Permit Issued
Response to Correction Letter # Revision # after Permit Issued
DEPARTMENTS:
PMIG
Building Division
A)/4 (r-trr ^1
Public Wofks
pi Aux 6-017 Max R
Fire Prevention
Structural
kr 4'-7-17
Planning Division
❑ Permit Coordinator pi
PRELIMINARY REVIEW:
Not Applicable ❑
(no approval/review required)
REVIEWER'S INITIALS:
DATE: 06/06/17
Structural Review Required
DATE:
n
APPROVALS OR CORRECTIONS:
Approved
Corrections Required
❑ Approved with Conditions
❑ Denied
(corrections entered in Reviews)
(ie: Zoning Issues)
DUE DATE: 07/04/17
Notation:
REVIEWER'S INITIALS:
DATE:
Permit Center Use Only
CORRECTION LETTER MAILED:
Departments issued corrections:
Bldg 0 Fire ❑ Ping 0 PW 0
Staff lnitials:
12/18/2013
ENRICHED DESIGNS INC
Washington State Department of
Labor & Industries
Home Espanol Contact
Safety & Health Claims & Insurance
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Workplace Rights Trades & Licensing
ENRICHED DESIGNS INC
Owner or tradesperson
Principals
LINDBERG, CHARLES C, PRESIDENT
LINGBERG, PENNY J, PRESIDENT
(End: 06/15/2011)
LINDBERG, CHARLES C, VICE PRESIDENT
(End: 06/15/2011)
YANTZER-TRISTA, KAREN, SECRETARY
(End: 06/15/2011)
LINDBERG, NIKKI L, SECRETARY
(End: 06/15/2011)
Doing business as
ENRICHED DESIGNS INC
WA UBI No.
601 070 096
12920 SE 95TH WAY
NEWCASTLE, WA 98056
425-255-5467
KING County
Business type
Corporation
Governing persons
PENNY
LINDBERG
SANDRA LEE BRYANT;
License
Verify the contractor's active registration / license / certification (depending on trade) and any past violations.
Construction Contractor
License specialties
GENERAL
License no.
ENRICDI128O9
Effective — expiration
09/29/1988— 07/03/2017
Bond
TRAVELERS CAS & SURETY CO
Bond account no.
103490911
Active.
Meets current requirements.
$12,000.00
Received by L&I Effective date
06/02/2005 07/01/2005
Expiration date
Until Canceled
Insurance
.................. _ ...
Liberty Mutual Ins Co $1,000,000.00
Policy no.
BKS57053324
Help us improve
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ENRICHED DESIGNS INC
Received by L&I
02/13/2017
Effective date
02/08/2017
Expiration date
02/08/2018
Insurance history
Savings
.....................
No savings accounts during the previous 6 year period.
Lawsuits against the bond or savings
No lawsuits against the bond or savings accounts during the previous 6 year period.
L&I Tax debts
No L&I tax debts are recorded for this contractor license during the previous 6 year period, but some debts
may be recorded by other agencies.
License Violations
Infraction no.
ELE0000210
Issue date
02/04/2016
Violation city
NEWCASTLE
Type of violation
ELECTRICAL CITATION
Description
Failing to get an inspection or obtain a valid
electrical/telecommunications work permit or
post a provisional electrical work permit prior
to beginning the electrical/telecommunication
installation or alteration as referenced in WAC
296-46B-901.
Infraction no.
ELE0000209
Issue date
02/04/2016
Violation city
NEWCASTLE
Type of violation
ELECTRICAL CITATION
Description
Employing an individual for the purposes of
chapter 19.28 RCW who does not possess a
valid certificate of competency or training
certificate to do electrical work.
Infraction no.
ELE0000206
Issue date
02/04/2016
Violation city
NEWCASTLE
Type of violation
ELECTRICAL CITATION
Description
Offering to perform, submitting a bid for,
advertising, installing or maintaining cables,
conductors or equipment that convey or
utilize electrical current without having a valid
electrical contractor license.
Satisfied
.................... _
RC VV/WAC
19.28.101 RCW
Violation amount
$250.00
Satisfied
.......................
RC WNVAC
19.28.271 RCW
Violation amount
$250.00
Satisfied
..........................
RCW/WAC
19.28.041 RCW
Violation amount
$500.00
Workers' comp
Do you know if the business has employees? If so, verify the business is up-to-date on workers' comp premiums.
L&I Account ID
590,013-00
Doing business as
Call L&I account representative for
account status.
Page 2 of 3
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FURNISHED BY OWNER -
INSTALLED BY CONTRACTOR
FURNISHED BY OWNER -
INSTALLED BY OWNER
FACE OF MASONRY
FACE OF STUDS
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FIBER REINFORCED PLASTIC
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SYMBOLS LEGEND
1. GRID LINE
ROOM REFERENCE
3. DOOR REFERENCE
4. WINDOW / SKYLIGHT REFERENCE
5. BUILDING SECTION
6. WALL SECTION
7 DETAIL REFERENCE
8. ELEVATION / DATUM REFERENCE
9. DETAIL REFERENCE
10. INTERIOR ELEVATION REFERENCE
11. REVISION REFERENCE
12. NORTH SYMBOL
13. SMOKE DETECTOR
14. CARBON MONOXIDE ALARM
15. EXHAUST FAN
16. SUPPLY DIFFUSER
17. EXHAUST DIFFUSER
18. DRAIN
NOTES
GENERAL NOTES:
1. CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING ALL WORK AND MATERIALS IN ACCORDANCE WITH ALL APPLICABLE CITY, COUNTY, AND LOCAL BUILDING AND
FIRE CODES AS REQUIRED.
2. CONTRACTOR SHALL OBTAIN AND PAY FOR ALL NECESSARY PERMITS OTHER THAN THE BUILDING PERMIT ADDITIONALLY, CONTRACTOR SHALL PAY FOR ALL OTHER'
CHARGES, FEES, OR COSTS ASSOCIATED WITH THE WORK AND CHARGED BY THE MUNICIPALITY, UTILITIES, OR PRIVATE COMPANIES. WHEN INCLUDED IN SCOPE OF
WORK, SEPARATE PERMITS ARE REQUIRED FOR PLUMBING, MECHANICAL, ELECTRICAL, AND FIRE SPRINKLERS.
3. GENERAL CONTRACTOR SHALL VISIT JOB SITE AND VERIFY ALL EXISTING FIELD 3ONDITIONS PRIOR TO COMMENCING WORK. NOTIFY OWNER OF ANY
DISCREPANCIES BEFORE PROCEEDING WITH WORK. ANY CONTRACTOR -INITIATED CHANGES SHALL BE SUBMITTED IN WRITING TO THE OWNER AND APPROVED
BEFORE COMMENCING WORK.
4. THE CONTRACTOR WILL BE RESPONSIBLE FOR REMOVAL FROM THE CONSTRUCTION SITE ALL CONSTRUCTION DEBRIS AND / OR ITEMS NOT RETAINED BY THE
OWNER OR OWNER'S REPRESENTATIVE.
5. THE CONTRACTOR SHALL PROVIDE TEMPORARY BRACING FOR STRUCTURES UNTIL ALL FINAL CONNECTIONS ARE INSTALLED.
6. PROVIDE SOLID BLOCKING UNDER ALL BEARING WALLS.
7. DOORS AND CASED OPENINGS: TO BE LOCATED 6" FROM THE ADJACENT WALL UNLESS NOTED OTHERWISE, ESPECIALLY FOR HINGE SIDE; HANDLE SIDE TO FOLLOW
MINIMUM ACCESSIBILITY STANDARD OF 12" CLEAR ON THE PUSH SIDE OF THE OPENING, AND 18" MINIMUM CLEAR ON THE PULL SIDE OF THE OPENING.
8. GUARDRAILS: TO BE 36"ABOVE ADJACENT WALKING SURFACE, MAXIMUM OPENING TO BE <4". '
9. STAIR TREADS: TO BEA MINIMUM OF 10 INCHES DEEP AND ALL STAIR RISERS TO BEA MAXIMUM OF 7 3/4" HIGH. THE TOLERANCE BETWEEN THE LARGEST AND
SMALLEST RISER HEIGHT OR BETWEEN THE LARGEST AND SMALLEST TREAD DEPTH SHALL NOT EXCEED 3/8" IN ANY FLIGHT OF STAIRS.
10. REQUIRED GUARDS SHALL BE NOT LESS THAN 36 INCHES IN HEIGHT MEASURED VERTICALLY ABOVE THE ADJACENT WALKING SURFACES. GUARDS ON THE OPEN
SIDES OF STAIRS SHALL HAVE A HEIGHT NOT LESS THAN 34 INCHES MEASURED VERTICALLY FROM A LINE CONNECTING THE LEADING EDGES OF THE TREADS.
WHERE THE TOP OF THE GUARD ALSO SERVES AS A HANDRAIL ON THE OPEN SIDES OF STAIRS, THE TOP OF THE GUARD SHALL BE NOT LESS THAN 34 INCHES AND
NOT MORE THAN 38 INCHES MEASURED VERTICALLY FROM A LINE CONNECTING THE LEADING EDGES OF THE TREADS. REQUIRED GUARDS SHALL NOT HAVE
OPENINGS THAT ALLOW PASSAGE OFA SPHERE 4 INCHES IN DIAMETER FROM THE WALKING SURFACE TO THE REQUIRED GUARD HEIGHT.
11. SAFETY GLAZING: TO BE PROVIDED PER APPLICABLE CODE REQUIREMENTS.
12. FASTENERS INTO OR IN CONTACT WITH PRESSURE -TREATED OR FIRE -RETARDANT WOOD SHALL BE OF HOT -DIPPED GALVANIZED STEEL, STAINLESS STEEL, SILICON,
BRONZE, OR COPPER; EXCEPTION: 1/2" DIAMETER OR GREATER STEEL BOLTS.
LIVING
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NO.
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DRAWINGS::
/SEPARATE PERMIT
1 REQUIRED FOR:
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City of Tukwila
{.fii t INDIVISION
REVISIONS
No changes shalt bA made to the SCOna
of work without prior approval of
Tukwila Building Division..
NOTE: Revisions will require a now plan submittal
( and may include additional plan review loci
C PY
Permit No.
Flan review ospprov9,1 is subject to errors and omission.
Approval of construciion documents does not authorize
the violation of any adopted code or ordinance. Receipt
of approved Field Copy and conditions is acknowledged:
Ey'
Date:
City of Tukwila
BUILDING DIVISION
PROJECT INFORMATION
PROJECT DESCRIPTION:
INTERIOR TENANT IMPROVEMENT TO EXISTING (PREVIOUSLY OCCUPIED) VACANT
STOREFRONT SPACE. MODIFICATIONS CONSIST OF FRAMING SIX (6) NEW WALL
SECTIONS 8'-0" LONG BY 8'-0" HIGH, WITH END OF WALL EXTENDING UP TO JUST
BENEATH EXISTING 9'-5" HIGH ACT CEILING, WITH DIAGONAL FRAMING TO ROOF
STRUCTURE TO SECURE AND BRACE END OF WALL.
PROPERTY ADDRESS:: 666 STRANDER BLVD, TUKWILA WA 98188
LEGAL DESCRIPTION:
MEADER HENRY D -C #46 LOT 1 OF CITY OF TUKWILA SHORT PLAT NO 84 -31 -SS RECORDING NO 8501 030748 SD SHORT
PLAT DAF - POR NW 1/4 OF SEC 25-23-04 - BAAP ON WLY R/W LN OF WEST VALLEY HWY SR 181 AT A PT WCH BEARS S
81-07-31 W50 FT FR C/L THOFAT HWY ENGR STA 160+00 TH FR SD POB ALG SD WLY R/W LN S 12-18-30 E 250.45 FT TAP
WCH BEARS S 81-07-31 W35 FT FR C/L AT HWY ENGR STA 162+50 TH S 05-15-06 E 112.35 FT TH TANGENT TO PRECEDING
COURSE ALG ARC OF CURVE TO RGT RAD 50 FT &A C/A OF 86-22-37 ARC LENGTH 75.38 FT TAP ON NLY R/W LN OF
STRANDER BLVD THALG SD NLY R/W LN TANGENT TO PRECEDING CURVE S 81-07-31 W 28.58 FT TH TANGENT TO
PRECEDING COURS E ALG ARC OF CURVE TO LFT RAD 700 FT & C/A OF 19-33-22 ARC LENGTH 238.92 FT TH TANGENT TO
PRECEDING CURVE S 61-34-09 W TO INTSN OF SD NLY RNV LN OF STRANDER BLVD WITH ELY BANK OF GREEN RIVER TH
NLYALG SD ELY BANK TO INTSN WITH SLY LN OF BOW LAKE P/L R/W 30 FT WIDE THALG SD SLY LN S 87-12-48 E 194.01
FT TAP ON WLY RNV LN OF SD WEST VALLEY HWY TH ALG SD WLY R/W LN S 08-52-29 E 165.06 FT TO TPOB
ASSESSOR'S PARCEL NO: 0005800 037
LOT AREA: 91,476 SF
APPLICABLE CODES: 2015 INTERNATIONAL BUILDING CODE (IBC) (AMENDED &ADOPTED BY STAT E OF
WASHINGTON; THE FOLLOWING APPENDICES, STANDARDS &AMENDMENTS ARE
SPECIFICALLY ADOPTED: A. APPENDIX E, SUPPLEMENTARY ACCESSIBILITY
REQUIREMENTS; B. ICC/ANSI A117.1-2009, ACCESSIBLE & USABLE BUILDINGS &
FACILITIES, WITH STATEWIDE AMENDMENTS)
2015 INTERNATIONAL EXISTING BUILDING CODE
2015 UNIFORM PLUMBING CODE (UPC) & UNIFORM PLUMBING CODE STANDARDS
2015 INTERNATIONAL MECHANICAL CODE (IMC)
2015 INTERNATIONAL FUEL GAS CODE
CURRENT WASHINGTON CITIES ELECTRICAL CODE (2014 NATIONAL ELECTRICAL CODE,
(NFPA 70), INCLUDING ANNEX A, B & C; & STANDARDS AS ADOPTED & APPLICABLE AS
AMENDED, ADDED TO & EXCEPTED IN THE WASHINGTON CITIES ELECTRICAL CODE)
2015 INTERNATIONAL FIRE CODE (IFC)
2015 WASHINGTON STATE ENERGY CODE (WSEC)
2015 WASHINGTON STATE-WIDE AMENDMENTS
BUILDING AREAS:
510 SF NEW INTERIOR CONSTRUCTION (TENANT IMPROVEMENT) WITHIN
1,612 SF EXISTING TENANT SPACE WITHIN
27,711 SF EXISTING SHOPPING CENTER
BUILDING CODE INFORMATION
USE GROUP:
CONSTRUCTION TY PE:
FIRE SPRINKLER SYSTEM:
B - BUSINESS
IIIB
EXISTING
ZONING CODE INFORMATION
ZONE:
MAXIMUM BUILDING HEIGHT:
MINIMUM BUILDING SETBACKS:
MAXIMUM BUILDING COVE RAGE:
MAXIMUM IMPERVIOUS COVERAGE:
TUC -TUKWILA URBAN CENTER
NO CHANGE FORT HIS INTERIOR TENANT IMPROVEMENT
NO CHANGE FORT HIS INTERIOR TENANT IMPROVEMENT
NO CHANGE FOR THIS INTERIOR TENANT IMPROVEMENT
NO CHANGE FOR THIS INTERIOR TENANT IMPROVEMENT
ENERGY CODE INFORMATION
PROJECT DOES NOT PROPOSE NOR REQUIRE ALTERA71ON TO THE BUILDING ENVELOPE.
DRAWING LIST
SITE SURVEY
NA
CIVIL
NA
ARCHITECTURAL
G-0.01 COVER SHEET & PROJECT INFO
A-1.01 FLOOR PLAN, SECTION, & INTERIOR ELEVATIONS
A-4.01 DETA ILS
STRUCTURAL
NA
LANDSCAPE
NA
MECHANICAL
NA
ELECTRICAL
UNDER SEPARATE PERMIT (NOT DEFERRED)
PLUMBING
NA
PROJ ECT. TEAM
BUILDING OWNER:
BC PARTNERS LLC
AGENT:
MK PROPERTY SERVICES LLC
PO BOX 997
SNOQUALMIE WA 98065
CONTACT: SYD SEVERE.
CELL: 425.495.1353
EMAIL: syd@mipsnet
DESIGNER:
dbaSAMorris
700 NW GILMAN BLVD #351
ISSAQUAH WA98027
CONTACT: SAM A. MORRIS
CELL: 425.281.1632
EMAIL: sam1 de r1@gmail.com
GENERAL CONTRACTOR:
EDI ENRICHED DESIGNS INC.
12920 SE 95TH WAY
NEWCASTLE WA 98056
WA GC Lie. ENRICDI12809
CONTACT: CHARLES C. LINDBERG
CELL: 425.255.5467
EMAIL: edi-thucl.@qwestoffice.net
REVIEWED FOR
CODE COMPLIANCE
APPROVED
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JUN 19 2017
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Ci of Tukwila
BUILDING DIVISION
I St
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1. CONTRACTOR SHALL CHECK AND VERIFY ALL DIMENSIONS BEFORE PROCEEDING WITH WORK. DO NOT SCALE
DRAWINGS
2. INFORMATION CONTAINED WITHIN DRAWINGS WITH FEGARD TO EXISTING CONDITIONS IS PROVIDED FOR THE
CONVENIENCE OF GENERAL CONTRACTOR. ALLATTEMPTS HAVE BEEN MADE TO ACCURATELY REP RESENT THE
EXISTING BUILDING AND SURROUNDINGS. THE GENERAL CONTRACTOR SHALL FIELD VERIFY ALL EXISTING CONDITIONS
PRIOR TO COMMENCING WORK TO AVOID UNREASONABLE DELAYS.
3. NOTIFY OWNER CONCERNING QUESTIONS, CHANGES, CONFLICTS, OR OMISSIONS. OBTAIN CLARIFICATION BEFORE
PROCEEDING.
4. FACE OF FRAMING IS TO BE FLUSH WITH FACE OF CONCRETE, UNLESS OTHERWISE INDICATED.
5. THE TYPICAL EXTERIOR DIMENSIONS ARE TO FACE OF CONCRETE AND / OR FACE OF FINISH, UNLESS OTHERWISE
INDICATED. INTERIOR DIMENSIONS ARE TO FACE OF FINISH UNLESS OTHERWISE INDICATED.
} FLA ] I=ie APPROVED
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pans ` , roval from the
Planning Division of DCD
Approved By:
Date: 10-1.. t `l
VICINITY MAP
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MATERIALS / ASSEMBLIES:
1. CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING ALL WORK AND MATERIALS IN ACCORDANCE WITH ALL
APPLICABLE CITY, COUNTY, AND LOCAL BUILDING AND FIRE CODES AS REQUIRED.
2. ALL WOOD AND SONOTUBE FORMS USED FOR CONCRETE IN THE GROUND OR BETWEEN FOUNDATION SILLS AND THE
GROUND SHALL BE REMOVED.
3. ALL WOOD IN CONTACT WITH CONCRETE OR MASONRY SHALL BE PRESSURE TREATED WOOD, OR ANY SPECIES OF
FOUNDATION GRADE CEDAR OR REDWOOD, ALL MARKED BY AN APPROVED TESTING AGENCY.
4. PROVIDE 90# FELT BETWEEN POSTS AND CONCRETE.
5. PROVIDE DRAFT STOPS, FIRE BLOCKING, AND FIRESTOPS AS REQUIRED BY CODE.
6. FLASHING AND COUNTER FLASHING TO BE MIN. 24 GAUGE OF CORROSION -RESISTANT METAL, AND SHALL BE
INSTALLED IN COMPLIANCE WITH LOCAL BUILDING CODES AND MANUFACTURER'S RECOMMENDATIONS.
7. GENERAL CONTRACTOR SHALL PROVIDE BLOCKING FOR ALL WALL -MOUNTED HARDWARE, INCLUDING TOILET
ACCESSORIES, TOWEL BARS, LIGHT FIXTURES, BUILT-INS, GRAB BARS, ETC., AS REQUIRED FOR SECURE AND PROPER
INSTALLATION.
8. ALL WOOD EXPOSED TO WEATHER SHALL BE PRESSURE TREATED, OR CEDAR, OR TREATED WITH WEATHER -PROOFING
STAIN OR PAINT COATING. Z
RECEIVED
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CITY OF TUKWILA
JUN 052017
PERMIT CENTER
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dbaSAMorris
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EDI ENRICHED DESIGNS INC.
12920 SE 95TH WAY
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PROJECT NO: 170531
ISSUED / REVI SED DATE
BUILDING PERMIT SUBMITTAL
DATE: 06-05-2017
SHEET TITLE:
PROJECT INFORMATION
SHEET NUMBER:
G-0.01
MAIN ENTRY
Al .01
TION OF DESIGNER
UNIT 666
1,612 SF
WAITING
AREA OF WORK
510 SQUARE FEET
EXISTING ROOF
ASSEMBLY
OFFICE
DESIGNER:
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EXISTING TRUSS
ANY &ALL DIS
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1—AREA OF WORK
1 EXISTING PARTITION
BETWEEN TENANTS
TYP
EXISTING FOOTING
& SLAB TO REMAIN
TYP
INTERIOR PARTITION &
BRACING SEE 1/A2.01
EXISTING 2 X 4 ACT
CT -SPECIFIC & M
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OFFICE
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INTERIOR ELEVATION - SOUTH (TYP)
Scale: 1/4" = 1'-0"
OFFICE
OFFICE
EXISTING ROOF
ASSEMBLY
EXISTING TRUSS
OFFICE
EXISTING CANOPY
TO REMAIN
INTERIOR PARTITION
BRACING SEE 1/A2.01
EXISTING 2 X 4 ACT
AREA OF WORK
EXISTING
STOREFRONT
TO REMAIN
BREAK
REVIEWED FOR
CODE COMPLIANCE
APPROVED
JUN 19 2017
CO
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PROJECT NO:
ISSUED / REVISED DATE
EXISTING FOOTING
& SLAB TO REMAIN
TYP
UTILITY
BUILDING PERMIT SUBMITTAL
DATE: 06-05-2017
ELEC TEL
SHEET TITLE:
2017 dbaSAMo
FLOOR PLAN,
BUILDING SECTION, &
INTERIOR ELEVATIONS
BUILDING SECTION - NORTH -SOUTH (INTERIOR EAST ELEVATION)
Scale: 1/4" =
FLOOR PLAN
Scale: 1/4" =1-0'
SHEET NUMBER:
A-1.01
MMEDIATE ATTENTION OF DESIGNER
D BY DESIGNER. ANY &ALL DISCREPANCIES ARE TO BE BROUGHT TO THE
NOTES:
1. PROVIDE CROSS -BRACING FOR SUSPENDED ACOUSTICAL CEILING SYSTEM CI 12'-0" 0.C. BOTH
WAYS WITH NO. 12 GAUGE WIRES PER ASTM C635 AND ASTM C636.
2. THE HORIZONTAL RESTRAINT POINTS FOR THE LATERAL FORCE BRACING SHALL BE PLACED NOT
MORE THAN 12' 0.C. IN BOTH DIRECTIONS WITH THE FIRST POINT WITHIN 6' FROM EACH WALL.
3. TO FACILITATE INSTALLATION, MAIN RUNNERS AND CROSS RUNNERS MAY BE ATTACHED TO THE
PERIMETER MEMBER AT TWO ADJACENT WALLS WITH CLEARANCE BETWEEN THE WALL AND THE
RUNNERS MAINTAINED AT THE OTHER TWO WALLS IN SUCH WAY AS TO BE INDEPENDENT OF THE
WALL STRUCTURE AND SHALL BE BRACED BY LATERAL FORCE BRACING AT 12' 0.C. MAXIMUM.
4. ACOUSTICAL CEILING SYSTEMS SHALL COMPLY WITH IBC 803.9.
5. FOR AREAS EXCEEDING 1,000 S.F., HORIZONTAL RESTRAINT OF THE CEILING TO THE STRUCTURE
ABOVE SHALL BE PROVIDED.
6. FOR AREAS EXCEEDING 2,500 S.F., A SEISMIC SEPARATION JOINT SHALL BE PROVIDED.
7, ALL PENETRATIONS SHALL HAVE A 2" OVERSIZE RING TO PROVIDE FREE MOVEMENT OF AT LEAST
1" IN ALL DIRECTIONS,
8. ALL CABLE TRAY AND ELECTRICAL CONDUITS SHALL BE SUPPORTED SEPARATELY OF THE CEILING.
STEEL STUD
COMPRESSION POST
112 HANGER
WIRE
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12 GA, VERT. WIRE (TYP,)
3 TURNS MIN. (TYP.)
MAIN RUNNER OR CROSS
ARMSTRONG
CROSS TEE
NON-COMBUSTIBLE STRUT CAPABLE OF
RESISTING VERTICAL COMPONENTS INDUCED
BY BRACING WIRES. FASTEN SECURELY TO
STRUCTURE ABOVE.
12 G.A. VERT, HANGER WIRE
@ 4'-O" O.C. BOTH WAYS
OMPRESSIONPOST
DESIGNER:
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LATERAL FORCE BRACING 4 EA.
12 GA. WIRE SECURED TO MAIN
RUNNER WITHIN 2" OF CROSS
TEE INTERSECTION & SPLAYED
45' 90" FROM E.A. OTHER 12'-0"
0.C. IN BOTH DIRECTIONS
W/FIRST POINT WITHIN 4'-O"
FROM EA. WALL.
MAIN RUNNER
CROSS TEE
ACOUS. TILE
- FAOA MOLDING
PER MANUFACTURER
2" PERIMETER WALL ANGLE
ATTACH MEMBERS Q
PERIMETER & TWO ADJ.
WALLS ONLY.
LATERAL FORCE BRACING
VERTICAL WIRE SPACING
ARMSTRONG
MAIN BEAM
ARMSTRONG
ANGLE MOLDING
CHANNEL MOLDING
D S E PA RATI ON JOINT
12 GA. LATERAL SUPPORT WIRE WITHIN 3" OF EACH CORNER OF LIGHT FIXTURE. SPLAY WIRES
AS SHOWN AND FASTEN TO BEAM OR PURLIN. MIN. OF 3 WIRE TURNS EA. CONNECTION POINT.
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ARMSTRONG STABILIZER BAR,
OR OTHER SUITABLE SYSTEM,
TO KEEP PERIMETER COMPONENTS
FROM SPREADING APART.
�E-- ARMSTRONG
MAIN BEAM
* MIN. 3/4" AT UN -ATTACHED WALLS
MIN. 2" 411.
12 GA. FIXTURE SUPPORT WIRES AT CENTER ENDS OF EA. FIXTURE.
FIXTURE SUPPORT WIRE SUPPLIED BY CEILING CONTRACTOR.
60' MAX TYP.
ARMSTRONG
ANGLE MOLDING
ARMSTRONG STABILIZER BAR,
OR OTHER SUITABLE SYSTEM,
TO KEEP PERIMETER COMPONENTS
FROM SPREADING APART.
ARMSTRONG
CROSS TEE
ARMSTRONG
CROSS TEE
MIN. 3/4" AT UN -ATTACHED WALLS
/ MIN. 2" I_
RECESSED
FLUORESCENT FIXTURE
CROSS TIE
MAIN STRUCTU
4'-0" O.C.
ATTACHED 2" WALL MOLDING
PERIMETER COMPONENTS
TYPICAL LIGHT FIXTURE BRACING
TYPICAL SUSPENDED CEILING SEISMIC BRACING DETAILS (IF NEEDED FOR REPAIRS OR REINFORCEMENT)
C of Tukwila
NOT TO SCALE
-SECURE TOP PLATE TO
BLOCKING AT UNDERSIDE OF
ROOF DECK ABOVE
3 1/2" 25 GA STUDS @ 48" O.C.
BRACING SECURED TO
BLOCKING AT UNDERSIDE OF
TRUSS OR ROOF DECK
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TRUMENT OF SERVICE, AND NO
is - THIS DOCUMENT IS AN IN
CEILING GRID EDGE CLIP PER
MFR PER CODE
MATCH EXISTING 12 GA VERT
HANGER WIRE @ 4'-0" O.C.
BOTH WAYS
EXISTING ACOUSTICAL
CEILING TILE GRID
ISSUED / REVI SED DATE
5/8" GWB PAINTED
3 5/8" INTERIOR METAL STUD
�--' BASE TRIM, TYP
INTERIOR PARTITION ALTERNATE
CEILING GRID EDGE CLIP PER
MFR PER CODE AS NEEDED
5/8" GWB PAINTED
3 5/8" INTERIOR METAL STUD
BASE TRIM, TYP
RECEIVED
CITY OF TUKWILA
JUN 0 5 2017..
BUILDING PERMIT SUBMITTAL
DATE: 06-05-2017
SHEET TITLE:
DETAILS
SHEET NUMBER:
A-4.01