HomeMy WebLinkAboutPermit D13-271 - COMPUPAY - TENANT IMPROVEMENTCOMPUPAY
565 ANDOVER PK W
D13-271
City ofiltukwila
Department of Community Development
6300 Southcenter Boulevard, Suite #100
Tukwila, Washington 98188
Phone: 206-431-3670
Inspection Request Line: 206-431-2451
Web site: http://www.TukwilaWA.gov
Parcel No.: 2623049144
Address: 565 ANDOVER PK W TUICW
Suite No:
Project Name: COMPUPAY
DEVELOPMENT PERMIT
Permit Number: D13-271
Issue Date: 09/24/2013
Permit Expires On: 03/23/2014
Owner:
Name: SOUTHCENTER CORPORATE SQUAR
Address: 150 CALIFORNIA ST , SAN FRANCISCO CA 94111
Contact Person:
Name: SHANNON MILLER
Address: 635 ANDOVER PK W #107 , TUKWILA WA 98188
Contractor:
Name: DAVIS SCHUELLER INC.
Address: 20700 44 AV W STE 280 , LYNNWOOD WA 98036
Contractor License No: DAVISSI105PN
Lender:
Name: SOUTHCENTER CORPORATE SQUARE LLC
Address: 150 CALIFORNIA ST , SAN FRANCISCO CA 94111
Phone: 206 575-3080
Phone: 206 775-9400
Expiration Date: 07/01/2014
DESCRIPTION OF WORK:
TENANT IMPROVEMENT TO SECOND FLOOR SUITE FOR OFFICE USE TO INCLUDE THE DEMOLITION OF EXISTING
PARTITIONS WITH ADDITION OF NEW PARTITIONS, DOORS, RELITES, AND OTHER FEATURES. (BUILDING 2, SUITE
210)
Value of Construction: $100,000.00 Fees Collected: $2,501.36
Type of Fire Protection: SPRINT LER/AFA International Building Code Edition: 2012
Type of Construction: VB Occupancy per IBC: 0008
Electrical Service Provided by: PUGET SOUND ENERGY
**continued on next page**
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D13-271 Printed: 09-24-2013
Public Works Activities:
Channelization / Striping: N
Curb Cut / Access / Sidewalk / CSS: N
Fire Loop Hydrant: N Number: 0 Size (Inches): 0
Flood Control Zone:
Hauling: N Start Time: End Time:
Land Altering: Volumes: Cut 0 c.y. Fill 0 c.y.
Landscape Irrigation:
Moving Oversize Load: Start Time: End Time:
Sanitary Side Sewer:
Sewer Main Extension: Private: Public:
Storm Drainage:
Street Use: Profit: N Non -Profit: N
Water Main Extension: Private: Public:
Water Meter:
Permit Center Authorized Signature:
N
Date: l �4_' ► J
I hereby 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: P O VW\ 0(1 N, " 1 I " -
Date:
°I -24-I13
This permit shall become null and void if the work is not commenced within 180 days from 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 DEPARTMENT CONDITIONS***
2: No changes shall be made to the approved plans unless approved by the design professional in responsible charge and the
Building Official.
3: All mechanical work shall be inspected and approved under a separate permit issued by the City of Tukwila Permit Center
(206/431-3670).
4: All permits, inspection records, and approved plans shall be at the job site and available to the inspectors prior to
start of any construction. These documents shall be maintained and made available until final inspection approval is
granted.
5: New suspended ceiling grid and light fixture installations shall meet the non -building structures seismic design
requirements of ASCE 7.
6: Partition walls that are tied to the ceiling and all partitions greater than 6 feet in height shall be laterally braced
to the building structure.
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D13-271 Printed: 09-24-2013
7: All construction shall be done in conformaith the approved plans and the requireme * f the International
Building Code or International Residential Co nternational Mechanical Code, Washington�e Energy Code.
8: Fire retardant treated wood shall have a flame spread of not greater than 25. All materials shall bear identification
showing the fire performance rating thereof. Such identification shall be issued by an approved agency having a service
for inspection at the factory.
9: Ventilation is required for all new rooms and spaces of new or existing buildings and shall be in conformance with the
International Building Code and the Washington State Ventilation and Indoor Air Quality Code.
10: 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).
11: All electrical work shall be inspected and approved under a separate permit issued by the City of Tukwila Building
Department (206-431-3670).
12: 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.
13: ***FIRE DEPARTMENT CONDITIONS***
14: The attached set of building plans have been reviewed by the Fire Prevention Bureau and are acceptable with the
following concerns:
15: 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, 3-2.1)
16: 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)
17: Fire extinguishers shall not be obstructed or obscured from view. In rooms or areas in which visual obstruction cannot
be completely avoided, means shall be provided to indicate the locations of the extinguishers. (IFC 906.6)
18: 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)
19: 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, 4-3, 4-4)
20: 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)
21: 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)
22: 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
1008.1.8.1)
23: Exit hardware and marking shall meet the requirements of the International Fire Code. (IFC Chapter 10)
24: Exits and exit access doors shall be marked by an approved exit sign readily visible from any direction of egress
travel. Access to exits shall be marked by readily visible exit signs in cases where the exit or the path of egress
travel is not immediately visible to the occupants. Exit sign placement shall be such that no point in an exit access
corridor is more than 100 feet (30,480 mm) or the listed viewing distance for the sign, whichever is less, from the
nearest visible exit sign. (IFC 1011.1)
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D13-271 Printed: 09-24-2013
25: Every exit sign and directional exit sign have plainly legible letters not less than 6 i s (152 mm) high with
the principal strokes of the letters not less tha .75 inch (19.1 mm) wide. The word "EXIT" shall have letters having
a width not less than 2 inches (51 mm) wide except the letter "I", and the minimum spacing between letters shall not be
less than 0.375 inch (9.5 mm). Signs larger than the minimum established in section 1011.5.1 of the International Fire
Code shall have letter widths, strokes and spacing in proportion to their height. The word "EXIT" shall be in high
contrast with the background and shall be clearly discernible when the exit sign illumination means is or is not
energized. If an arrow is provided as part of the exit sign, the construction shall be such that the arrow direction
cannot be readily changed. (IFC 1011.5.1)
26: Exit signs shall be illuminated at all times. To ensure continued illumination for a duration of not less than 90
minutes in case of primary power loss, the sign illumination means shall be connected to an emergency power system
provided from storage batteries, unit equipment or on-site generator. (IFC 1006.1, 1006.2, 1006.3)
27: Emergency lighting facilities shall be arranged to provide initial illumination that is at least an average of 1
foot-candle (11 lux) and a minimum at any point of 0.1 foot-candle (1 lux) measured along the path of egress at floor
level. Illumination levels shall be permitted to decline to 0.6 foot-candle (6 lux) average and a minimum at any point
of 0.06 foot-candle (0.6 lux) at the end of the emergency lighting time duration. A maximum -to -minimum illumination
uniformity ratio of 40 to 1 shall not be exceeded. (IFC 1006.4)
28: Aisles leading to required exits shall be provided from all portions of the building and the required width of the
aisles shall be unobstructed. (IFC 1013.4)
29: Maintain sprinkler coverage per N.F.P.A. 13. Addition/relocation of walls, closets or partitions may require relocating
and/or adding sprinkler heads. (IFC 901.4)
30: Sprinklers shall be installed under fixed obstructions over 4 feet (1.2 m) wide such as ducts, decks, open grate
flooring, cutting tables, shelves and overhead doors. (NFPA 13-8.6.5.3.3)
31: 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. 2327).
32: 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 #2328)
33: 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 #2328) (IFC
104.2)
34: An electrical permit from the City of Tukwila Building Department Permit Center (206-431-3670) is required for this
project.
35: All electrical work and equipment shall conform strictly to the standards of the National Electrical Code. (NFPA 70)
36: The maximum flame spread class of finish materials used on interior walls and ceilings shall not exceed that set forth
in Table No. 803.5 of the International Building Code.
37: Contact The Tukwila Fire Prevention Bureau to witness all required inspections and tests. (City Ordinances #2327 and
#2328)
38: Any overlooked hazardous condition and/or violation of the adopted Fire or Building Codes does not imply approval of
such condition or violation.
39: These plans were reviewed by Inspector 511. If you have any questions, please call Tukwila Fire Prevention Bureau at
(206)575-4407.
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D13-271 Printed: 09-24-2013
CITY OF TUKWILA
Connnunitr Development Department
Public Works Department
Permit Center
6300 Southcenter Blvd. Suite 100
Tukwila, WA 981S8
http://www.TukwilaWA.gov
Building Permit No.
Date Application Accepted:
Date Application Expires:
2?2 l3
02 227 r�
(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: tC ✓ / \Y `O V VY
King Co Assessor's Tax No.: 2W 'Nkci I iiier
Tenant Name: C "2✓P0W ivy -ere -fit -0 f l
Suite Number: 2-O Floor:.1'tnat
PROPERTY OWNER
Name: SOvi'reen-tV COVpo1/a 4e,S AQ (Iv e l uL(i
Address: 4l I
NeN 71 c;M ie, 12v0
City: c State: vv A. Zip: gmbt
CONTACT PERSON - person receiving all project
communication
Name: .-A vc1 mcvC 1/3 ignov.tra 00104/
Address: tom m"4t1I'ev poi 4/V- wecr 4 NI
'
State: IN A Zip: elcrc
City: --rvvlAii101
Phone:(700)0-10I Fax: ( ).O(o) ? -IVIe✓
Email: ChAIIIPAtvwA lOt i e SPIV ytatefvl lM( 11• cite 1
GENERAL CONTRACTOR INFORMATION
Company Name:
Address:
Company Name:
Architect Name: �n tn NoA el'1
�/ V�`� 1
City:
State:
City: .,et 1 -1 IC.i State: N p Zipois(
�'
Zip:
Phone:
Fax:
Email: •ez- 10\oe l P OIVIAV ✓ 1 •CO Y1
State:
Contr Reg No.:
Phone:
Exp Date:
Tukwila Business License No.:
H:\Applications\Forms-Applications On Line\201 I Applications\Permit Application Revised - 8-9-I Ldocx
Revised: August 2011
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New Tenant: ❑ Yes ®..No
ARCHITECT OF RECORD
Name: C`
Company Name: Mavoln 047, p� /_�a
Company Name:
Architect Name: �n tn NoA el'1
�/ V�`� 1
Address: \ �N fiyyt pcve N iv
City:
City: .,et 1 -1 IC.i State: N p Zipois(
�'
1
Phone: (zoo) L 0._k Fax:
Email: •ez- 10\oe l P OIVIAV ✓ 1 •CO Y1
State:
ENGINEER OF RECORD
Name: C`
`tM
Company Name:
Address:
Engineer Name:
City:
Address:
City:
State:
Zip:
Phone:
Fax:
Email:
LENDER/BOND ISSUED (required -for projects $5.000 or
greater per RCW 19 27.095)
Name: C`
`tM
1�9 JOrb�-rl _6I )...k.
Address:
City:
State: Zip:
Page 1 of 4
•
•
BUILDING PERMIT INFORMATION — 206-431-3670
Valuation of Project (contractor's bid price): $ T'O 10 00
Describe the scope of work (please provide detailed information):
Existing Building Valuation: $ 100, 000
1 tt wINvo m -el \t-10 trle 1 fi ookr svi If, fiov of-fice use, -t-o-tv\ciuct2
olev)3 1 i -h o Vt of i ci\Anc'v Uvfitl OV c of dot rti LW) V\-0 W Pct vti t10 vis,
C 0OV s , vevt ties V CJt-tnoV -Ceases.
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
I51 Floor
Existing
Interior Remodel
Addition to
Existing
Structure
New
Type of
Construction per
IBC
Type of
Occupancy per
IBC
1
J., I "Sr,
2"a Floor
t0, 27101
v0NQ
V)ohe
V-177
3`0'Floor.`
Floors
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:
ig:1 Sprinklers Automatic Fire Alarm ❑ None El Other (specify)
Will there be storage or use of flammable, combustible or hazardous materials in the building? ❑ Yes No
/f `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
0 On-site Septic System — For on-site septic system, provide 2 copies of a current septic design approved by King County Health
Department.
H:\Applications\Forns-Applications On Line\2011 Applications \Permit Application Revised - 8-9-1 I.docx
Revised: August 2011
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Page 2 of 4
PUB LIC W®RKS1PERMIT 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
El ...Tukwila
❑ ...Sewer Use Certificate
❑ .. Highline
❑... Valley View 0 .. Renton
❑ ... Sewer Availability Provided
❑ .. Renton
❑ .. Seattle
Septic System:
❑ On-site Septic System — For on-site septic system, provide 2 copies of a current septic design approved by King County Health Department.
Submitted with Application (mark boxes which apul)j
❑ ...Civil Plans (Maximum Paper Size — 22" x 34")
❑ ...Technical Information Report (Storm Drainage)
❑ ...Bond 0 .. Insurance ❑ .. Easement(s)
Proposed Activities (mark boxes that apply):
❑ ...Right-of-way Use - Nonprofit for less than 72 hours
❑ ...Right-of-way Use - No Disturbance
❑ ...Construction/Excavation/Fill - Right-of-way ❑
Non Right-of-way ❑
❑ ...Total Cut
❑ ...Total Fill
cubic yards
cubic yards
❑ ...Sanitary Side Sewer
❑ ...Cap or Remove Utilities
0 ...Frontage Improvements
0 ...Traffic Control
❑ ...Backflow Prevention - Fire Protection
Irrigation
Domestic Water
❑ .. Geotechnical Report
❑ .. Maintenance Agreement(s)
❑ ...Traffic Impact Analysis
❑ ...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
❑ .. Grease Interceptor
❑ .. Channelization
❑ .. Trench Excavation
❑ .. Utility Undergrounding
❑ ...Permanent Water Meter Size... WO #
❑ ...Temporary Water Meter Size .. WO #
❑ ...Water Only Meter Size WO # ❑ ... Deduct Water Meter Size
❑ ...Sewer Main Extension Public ❑ Private ❑
❑ ...Water Main Extension Public ❑ Private ❑
FINANCE INFORMATION
Fire Line Size at Property Line Number of Public Fire Hydrant(s)
❑ ...Water ❑ ...Sewer ❑ ...Sewage Treatment
Monthly Service Billing to:
Name: Day Telephone:
Mailing Address:
City State Zip
Water Meter Refund/Billing:
Name:
Mailing Address:
Day Telephone:
City
State Zip
H:\Applications\Forms-Applications On Line\201 I Applications\Permit Application Revised - 8-9-I1.doa
Revised: August 2011
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Page 3 of 4
PERMIT APPIaICA:TION 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 �OWNER OR
AUTHORIZED AGENT:
Signature:
C'1Q\.V
Print Name: g l"4 Ct(\ 00
41/
Day Telephone: ( 7cw) , '77 °(;5 °
Mailing Address: 0)WeV PcAv wec-A-fG✓AA-e IO '(X\M \cl Win\ orovYb
City State Zip
Date: l �2 ` 127
H:\Applications\Forms-Applications On Line\2011 Applications\Permit Application Revised - 8-9-I I.docx
Revised: August 2011
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Page 4 of 4
•
City of Tukwila
Department of Community Development
6300 Southcenter Boulevard, Suite #100
Tukwila, Washington 98188
Phone: 206-431-3670
Fax: 206-431-3665
Web site: http://www.TukwilaWA.gov
Parcel No.: 2623049144
Address: 565 ANDOVER PK W TUKW
Suite No:
Applicant: COMPUPAY
RECEIPT
Permit Number: D13-271
Status: APPROVED
Applied Date: 08/23/2013
Issue Date:
Receipt No.: R13-02717
Initials:
User ID:
WER
1655
Payment Amount: $1,862.47
Payment Date: 09/24/2013 11:33 AM
Balance: $0.00
Payee: SOUTHCENTER CORP SQUARE LLC
TRANSACTION LIST:
Type Method Descriptio Amount
Payment Check 5240 1,862.47
Authorization No.
ACCOUNT ITEM LIST:
Description
Account Code Current Pmts
BUILDING - NONRES
PLAN CHECK - NONRES
STATE BUILDING SURCHARGE
000.322.100
000.345.830
640.237.114
Total: $1,862.47
1,513.25
344.72
4.50
llnn• Gcrcin4_nR
Printed: 09-24-2013
•
City of Tukwila
Department of Community Development
6300 Southcenter Boulevard, Suite #100
Tukwila, Washington 98188
Phone: 206-431-3670
Fax: 206-431-3665
Web site: http://www.Tukwila'WA.:;ov
Parcel No.:
Address: 505 ANDOVER PK W TUKW
Suite No:
Applicant: COMPUPAY
RECEIPT
Permit Number: D13-271
Status: PENDING
Applied Date: 08/23/2013
Issue Date:
Receipt No.: R13-02444
Payment Amount: $638.89
Initials: JEM Payment Date: 08/23/2013 03:59 PM
User ID: 1165 Balance: $987.40
Payee: SHANNON MILLER
TRANSACTION LIST:
Type Method Descriptio Amount
Payment Credit Crd VISA
Authorization No. 07418Z
ACCOUNT ITEM LIST:
Description
638.89
Account Code Current Pmts
PLAN CHECK - NONRES
000.345.830 638.89
Total: $638.89
rine Rereint-fl
Printed: 08-23-2013
INSPECTION NO.
INSPECTION RECORD
Retain a copy with permit
bi3-27
PERMIT NO.
CITY OF TUKWILA BUILDING -DIVISION
6300 Southcenter Blvd., #100, Tukwila. WA'68188 (206) 431-3670
Permit Inspection Request Line (206) 431-2451
Project:
Cintr 1.QuPAt
Type of Inspection:
1-1►J AL
Address-
`56� A-Pw
Date Called:
Special Instructions:
.
his—
Date Wanted:
4--,-n.:
Requester:
Giley
Phone No:
775-Clo0
Approved per applicable codes. Corrections required prior to approval.
COMMENTS:
?erelri Of4741-
Inspe , or: Date:
A pi ,�.��, f7 113
REI SPECTION FEE REQUIRE . Prior t next inspection, fee must be
pai at 6300 Southcenter Blvd., uite 10 . Call to schedule reinspection.
INSPECTION NO.
INSPECTION RECORD
Retain a copy with permit
Permit Inspection Request Line (206) 431-2451
:t3 -WI
PERMIT NO. •
.4\
CITY OF TUKWILA BUILDING DIVISION
6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670
Project:Typegf
c.% nA
Inspection:
�'
Address: `
/
itzooL
Date Called:
Special Instructions:
2
5u:11
.9 % .Svc
Date Wanted _
!
r
!6--
--
13.m
a.m._
p.
Requester:
Phone No:
V
Approved per applicable codes.
Corrections required prior to approval.
COMMENTS:
Gc 5S — AJ() ( vibe 7 \ of
Inspector
n REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be
paid at 6300 Southcenter'Blvd., Suite 100. Call to schedule reinspection.
Date:
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
3
Project:
01/A71t PN—A
Type of Inspection:. .
E rvw.iZ.( I,iCLl U (Q►•t i I wJ
Address:..,�,�.__
`/
qi
Date Called:
Special Instructions:
Date Wanted:
3
Wim:
Requester:
Phone O J
S-71-10-3
1
pproved per applicable codes. ' �J Corrections required prior to approval.
COMMENTS:
J.s•ect
o\ 6-1„
Date:
/
n IN,PECTION FEE REQUIRED. Prio to next inspection, fee must be
ai at.6300 Southcenter Blvd., Suite 00. Call to schedule reinspection.
INSPECTION NO.
INSPECTION. RECORD
Retain a copy with permit
2.7 1
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:
Cove P,PAcl
Typg of Inspection:
fi- Raw,INC,
Ads G5 A 4 r "`_ J
Date Called:
Special Instructions:
Date Wanted:
IQ - -z- i�
ap. m :
Requester:
C01RCA
Ptt��on No: /
oL %—S incl 6aLl
/ I Approved per applicable codes. • Corrections required prior to approval. 7
COMMENTS:
Date: 3
REIN "' ECTION FEE REQ TIRED. Prior to nxt inspection. fee must be
ais .t 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection.
3
INSPECTION NUMBER
INSPECTION RECORD
Retain a copy with permit
D/1 - a71
/3 -'- .2s-1
PERMIT NUMBERS
CITY OF TUKWILA FIRE DEPARTMENT
444 Andover Park East, Tukwila, Wa. 98188 206-575-4407
Project:
Copes pvt�
/
Type of I pection:
TA S.-. , of `"`
Address: S6 s— p p i„/
Suite #: au
Conta Person:
Special Instructions:
Phone No.: -
Approved per applicable codes.
Corrections required prior to approval.
COMMENTS:
Sprinklers:
Date:
Fire Alarm:
Hood & Duct:
,:
Monitor:
Pre -Fire:
Permits: .
V.Av o
L
0 /c
,
kr-e_ c,vv, L_
—
O.
i-‘,,,, -c 5-F 2 c 17 t
1 nJ
vv -cr
E-A^l; y44- Uy
L0 -t
rQ-<--dS
-ry
-uo/->=--
Needs Shift Inspection: -
Sprinklers:
Date:
Fire Alarm:
Hood & Duct:
,:
Monitor:
Pre -Fire:
Permits: .
Occupancy Type:
Inspector:
, S a.-
Date:
//�/2 /i 3
Hrs.:
$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
6/11/10
T.F.D. Form F.P. 113
INSPECTION NUMBER
INSPECTION RECORD
Retain a copy with permit
I N7
PERMIT NUMBERS
CITY OF TUKWILA FIRE DEPARTMENT
444 Andover Park East, Tukwila, Wa. 98188
206-575-4407
y�-
Project:
C (-\ P
Sprinklers:
Type of Ins ection:
5P ; N �
Address: (05J
Suite #: 2-o k
id, e k,x)
Contact Person:
Special Instructions:
Pre -Fire:
Phone No.:
Approved per applicable codes.
Corrections required prior to approval.
COMMENTS:
e cu
Needs Shift Inspection:
Sprinklers:
Hrs.:
Fire Alarm:
Hood & Duct:
Monitor:
Pre -Fire:
•
-Permits:
Occupancy Type:
Inspector: 4 5--"C___
Date: ///gh Z
Hrs.:
V
$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
.6%11/10;
T.F.D. Form F.P. 113
INSPECTION NUMBER
INSPECTION RECORD
Retain a copy with permit
1513
/3- s-ay7
PERMIT NUMBERS
CITY OF TUKWILA FIRE DEPARTMENT
444 Andover Park East, Tukwila, Wa. '98188 206-575-4407
Project:
,`
Sprinklers:
Ty e of Inspection:
Address: is—
S- (o S
Suite #: a o !
JSP ttii
-'�
Monitor:
Contact Person:
Special Instructions:
'\
-
Phone No.:
Approved per applicable codes.
Corrections required prior to approval.
--COMMENTS:'
,`
Sprinklers:
Fire Alarm: —
Hrs.:
Hood & Duct:
Monitor:
, ''
Pre -Fire:
0 K.
To
` L. vv --4r-:1
Wiz:
J
Needs Shift Inspection:
Q
Sprinklers:
Fire Alarm: —
Hrs.:
Hood & Duct:
Monitor:
, ''
Pre -Fire:
Permits:
Occupancy Type:
Inspector;
Q
c-7______
Date:. /W(j// 5
Hrs.:
(
/
$100.00 REINSPECTION FEE REQUIRED. You will receive an invoice from
the City of Tukwila Finance Department. Callao schedule a reinspection.
Billing Address
Attn:
Company Name:
Address:
City:
State:
Zip:
Word/Inspection Record Form.Doc
6/11/10
T.F.D. Form F.P. 113
a
Jennifer Marshall
From: Shannon Miller <Smiller@pinnaclefamily.com>
Sent: Wednesday, September 18, 2013 9:21 AM
To: Jennifer Marshall
Subject: Permit D13-271
Hi Jennifer,
I hope you are doing well!
You let me know that I need to submit a letter to revise the cost estimate of the project and I can totally do that, but I
need to get a check from our accounting department so that I can pay for the remainder of the permit and I was hoping
you could let me know?
The project estimate I had for this permit was $50,000 but I need to increase to $100,000.
Also, can you let me know how much a permit would be for an estimate of a project for $25,000. I am going to be
submitting another permit in the next few days.
Thank you!
Shannon N. Miller
Property Manager— Pinnacle Commercial
Pinnacle Family of Companies
635 Andover Park West, Suite 107
Tukwila, WA 98188
0: 206-575-30801 F: 206-575-1198
www.PinnacleFamily.com 1 smiller@pinnaclefamily.com
Please consider the environment before printing this email.
This e-mail message is intended only for the named recipient(s) above. It may contain confidential information.
If you are not the intended recipient, you are hereby notified that any use, dissemination, distribution or copying
of this e-mail and any attachment(s) is strictly prohibited. The Pinnacle Family of Companies and its related and
subsidiary companies reserve the right to archive and monitor all e-mail communications through its networks.
If you have received this e-mail in error, please immediately notify the sender by replying to this e-mail and
deleting the message and any attachment(s) from your system.
1
n
•Department of Community Development Jack Pace, Director
City of Tukwila
Jim Haggerton, Mayor
September 4, 2013
Shannon Miller
635 Andover Pk W, Suite 107
Tukwila, WA 98188
RE: Correction Letter #1
Development Permit Application Number D13-271
Compupay/Benefit Mall — 565 Andover Pk W
Dear Ms. Miller,
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 Building Department. At this time the Fire, Planning, and
Public Works Departments have no comments.
Building Department: Allen Johannessen at 206 433-7163 if you have questions regarding the
attached comments.
Please address the attached comments in an itemized format with applicable revised plans, specifications,
and/or other documentation. The City requires that four (4) sets of revised plans, 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) 431-3670.
Sincerely,
e--4.0 Nut
Bill Rambo
Permit Technician
File No. D13-271
W:IPermit CenterlCorrection Letters120131D13-271 Correction Letter #1.docx
6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone 206-431-3670 • Fax 206-431-3665
• •
Tukwila Building Division
Allen Johannessen, Plan Examiner
Building Division Review Memo
Date: August 30, 2013
Project Name: Compupay/Benefit Mall
Permit #: D13-271
Plan Review: Allen Johannessen, Plans Examiner
The Building Division conducted a plan review on the subject permit application. Please address the following
comments in an itemized format with revised plans, specifications and/or other applicable documentation.
(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) Structural Drawings and structural calculations sheets by a registered engineer shall have a current
signed stamp -seal. Architectural design sheets and documents by a registered architect shall also have a current
signed stamp -seal.
1. In addition to the already provided exiting plan, provide an egress plan specifically showing designated egress
paths, a minimum of 36 inches, leading to the emergency egress exits. It shall be those paths that shall be
required to be provided with emergency illumination for inspection that comply with the 1 footcandle at the
walking surface. Egress pathways shall be clearly identified on the plan by some sort of hatched or dashed line.
Provide dimensions of those egress paths leading to the exits. (IBC [A] 107.2.3, 1006.2)
Should there be questions concerning the above requirements, contact the Building Division at 206-431-3670.
No further comments at this time.
PERMIT COORD COPY
PLAN REVIEW/ROUTING SLIP
ACTIVITY NUMBER: D13-271 DATE: 09-17-13
PROJECT NAME: COMPUPAY/BENEFIT MALL
SITE ADDRESS: 565 ANDOVER PK W
Original Plan Submittal
X Response to Correction Letter # 1
Response to Incomplete Letter #
Revision # After Permit Issued
DEPARTMENTS:
L 001-0•11
Building Division
Public Works
Fire Prevention
Structural
Planning Division
Permit Coordinator
n
U
DETERMINATION OF COMPLETENESS: (Tues., Thurs.)
Complete
Incomplete
n
DUE DATE: 09-19-13
Not Applicable
Comments:
Permit Center Use Only
INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED:
Departments determined incomplete: Bldg 0 Fire 0 Ping 0 PW 0 Staff Initials:
TUES/THURS ROUTING:
Please Route
Structural Review Required
REVIEWER'S INITIALS:
No further Review Required
DATE:
n
APPROVALS OR CORRECTIONS:
Approved
Notation:
Approved with Conditions
DUE DATE: 10-17-13
Not Approved (attach comments)
REVIEWER'S INITIALS: DATE:
Permit Center Use Only
CORRECTION LETTER MAILED:
Departments issued corrections: Bldg 0 Fire 0 Ping 0 PW 0 Staff Initials:
Documents/routing slip.doc
2-28-02
HERMIT COORD COPY oa
PLAN REVIEW/ROUTING SLIP
ACTIVITY NUMBER: D13-271 DATE: 08/23/13
PROJECT NAME: COMPUPAY/BENEFIT MALL
SITE ADDRESS: 565 ANDOVER PK W
X Original Plan Submittal
Response to Correction Letter #
Response to Incomplete Letter #
Revision # after Permit Issued
DEPAR
MENT
AT ihAct 8-3O-(3
gii- :7-13
Building Division
Pu—b?c Workf
Alv‘ IhUC, 61-3-(
■
Fire Prevention
Structural
ibNIS OS -2, t3
Planning Division
❑ Permit Coordinator ❑
DETERMINATION OF COMPLETENESS: (Tues., Thurs.)
Complete
Incomplete ❑
DUE DATE: 08/27/13
Not Applicable ❑
Comments:
Permit Center Use Only
INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED:
Departments determined incomplete: Bldg 0 Fire 0 Ping ❑ PW 0 Staff Initials:
TUES/THURS ROUTING:
Please Route ttl
REVIEWER'S INITIALS: DATE:
Structural Review Required n No further Review Required ❑
APPROVALS OR CORRECTIONS:
DUE DATE: 09/24/13
Approved ❑ Approved with Conditions ❑ Not Approved (attach comments)
Notation:
REVIEWER'S INITIALS:
DATE:
Permit Center Use Only Q
CORRECTION LETTER MAILED: ,-
Departments issued corrections: Bldg Fire 0 Ping 0 PW ❑ Staff Initials:
• S
City of Tukwila
Department of Community Development
6300 Southcenter Boulevard, Suite 4100
Tukwila, Washington 98188
Phone: 206-431-3670
Fax: 206-431-3665
Web site: http:%/www.cktukwila.Wa.us
Revision submittals must be submitted in person a! the Permit Center. Revisions will not be accepted through
the mail, fax, etc.
Date: 0.07/43 Plan Check/Permit Number: Dl3-271
❑ Response to Incomplete Letter #
® Response to Correction Letter # 1
❑ Revision # after Permit is Issued
❑ Revision requested by a City Building inspector or Plans Examiner
CITY OF IVED
T� U KWILA
SEP 17 2013
Project Name: Compupay/Benefit Mall
Project Address: 565 Andover Pk W
Contact Person: QV V1VW\ i Lev Phone Number: (.76 0) - ‘0
Summary of Revision: A NPrAWS.S. LA14 !mg Prr34.✓ PO -4v, $o1rd 1rJG�
"� 1 tr{� rl: �'iir l■ v Mt►V , �bit.)t7 T.8 61 +
i -S7
tT-r. h ss fAtti S 4 {� ib /-r`�i �r Mf A t1 -c-14, A&
91,1,G\rJ ( 454F• 111
rtio4 1 S t ordc\-- t N I / -r t- t. A? /1 sve tterevc-r'eo
c_clvAN6 P t,. t - 00:�..
LAN-cit./6 utilovr. r LAN*.
Sheet Number(s):1 k '" 1,
"Cloud" or highlight al/ areas of revision including date of revision
Received at the City of Tukwila Permit Center by:
Entered in Permits Plus on 09 OM -7
A
\applicationslforms-applications on line\revision submittal
Created: 8.13-2004
Revised:
Contractors or Tradespeople Pr r Friendly Page
•
General/Specialty Contractor
A business registered as a construction contractor with L&I to perform construction work within the scope of
its specialty. A General or Specialty construction Contractor must maintain a surety bond or assignment of
account and carry general liability insurance.
Business and Licensing Information
Name DAVIS SCHUELLER INC UBI No. • 601273797
Phone 4257759400 Status Active
Address 20700 44Th Ave W Ste 280 License No. DAVISSI105PN
Suite/Apt. License Type Construction Contractor
City Lynnwood Effective Date 10/15/1990
State WA Expiration Date 7/1/2014
Zip 98036 Suspend Date
County Snohomish Specialty 1 General
Business Type Corporation Specialty 2 Unused
Parent Company
Other Associated Licenses
License
Name
Type
Specialty
1
Specialty 2
Effective
Date
Expiration
Date
Status
RSMANI'011BN
R 5
MANUFACTURING
INC
Construction
Contractor
Cabinets,
Millwork
And Finish
Carpentry
Unused
1/15/1999
3/3/2015
Active
DAKOTWC962BH
DAKOTA
WIRELESS CONST
SVCS LLC
Construction
Contractor
General
Unused
1/8/2004
1/8/2006
Archived
SILVECI988Q0
SILVERCREEK
CONSTRUCTION
INC
Construction
Contractor
General
Unused
11/20/2002
11/20/2004
Archived
SEACRMI104DE
SEACREST MFG
INC
Construction
Contractor
Cabinet
And
Millwork
Carpentry/Framing
3/5/1990
2/26/1999
Archived
OLYMPE'121QA
OLYMPIC
ENTERPRISES
Construction
Contractor
General
Unused
11/1/1988
11/1/1989
Archived
DALFOCI1810E
DALFORD
COMPANY INC,
THE
Construction
Contractor
General
Unused
2/5/1982
12/26/1991
Archived
DALFOC'198LW
DALFORD
COMPANY, THE
Construction
Contractor
General
Unused
6/16/1981
6/1/1982
Archived
Business Owner Information
Name
Role
Effective Date
Expiration Date
DAVIS, BILLE
President
01/15/1990
SCHUELLER, DANETTE
Secretary
01/15/1990
DAVIS, BARBARA D
Treasurer
01/15/1990
SCHUELLER, KENNETH E
Vice President
01/15/1990
Bond Information
Bond Company Name
CBIC
Bond
5
Page 1 of 2
Bond Account Number
Effective Date
Expiration Date
Cancel Date
Impaired Date
Bond Amount
Received Date
SF2518
10/15/2003
Until Cancelled
$12,000.00
10/31/2003
Assignment of Savings Information No records found for the previous 6 year period
Insurance Information
Insurance
Company Name
Policy Number
Effective Date
Expiration Date
Cancel Date
Impaired Date
Amount
Received Date
20
AMERICAN FIRE
Et CASUALTY CO
BKA53228151
07/01/2010
07/01/2014
$1,000,000.00
06/19/2013
httos://fortress.wa.>?ov/lni/bbip/Print.aspx
09/24/2013
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ALT
ALUM
APPROX
BLDG
BLKG
BIS
CAB
CLR
CLG
CL
COL
COMM
COMP
CONST
CONT
CPT
CT
DIA
DIM
DR
DW
DWG
E
EA
ELEC
ELEC'L
ELEV
EXIST
EXT
FIN
FLR
FLUOR
FMC
FR
FT
FURN
GA
GALV
GD
GL
GWB
HC
HDW
HM
HT
HVAC
IN
INCL
INSUL
INT
ACOUSTICAL CEILING TILE
ADJACENT / ADJUSTABLE
ABOVE FINISH FLOOR
ALTERNATE
ALUMINUM
APPROXIMATELY
AT
BUILDING
BLOCKING
BUILDING STANDARD
CABINET
CLEAR/CLEARANCE
CEILING
CENTERLINE
COLUMN
COMMUNICATION
COMPOSITION
CONSTRUCTION
CONTINUOUS
CARPET
CERAMIC/CONCRETE TILE
DIAMETER
DIMENSION
DOOR
DISHWASHER
DRAWING
EXISTING / EAST
EACH
ELECTRIC
ELECTRICAL
ELEVATION (VIEW)
EXISTING
EXTERIOR
FINISH
FLOOR
FLUORESCENT
FLOOR MATERIAL CHANGE
FIRE RATED
FEET
FURNISH / FURNISHINGS
GAUGE
GALVANIZED
GARBAGE DISPOSAL
GLASS / GLAZING
GYPSUM WALL BOARD
HOLLOW CORE
HARDWARE
HOLLOW METAL
HEIGHT
HEATING, VENTILATING,
AIR CONDITIONING
INCH
INCLUDE
INSULATION
INTERIOR
JT
LL@TE
LF
MAX
MECH
MFR
MIN
MISC
MTD
MTL
MW
N
N/A
NIC
NO
NOM
NTS
OC
OPNG
OPP
ORIG
PERM
PL
PLAM
PLYWD
PR
PTN
R
RB
REF
REINF
REQ'D
REV
RM
RO
S
SCHED
SC
SECT
SIM
SPEC
SQ
STD
STL
STOR
SUSP
TEL
TSG
TYP
VCT
VERT
W/
W/0
WC
WD
JOINT
BY LANDLORD AT TENANTS EXPENSE
LINEAL FOOT
MAXIMUM
MECHANICAL
MANUFACTURER
MINIMUM
MISCELLANEOUS
MOUNTED
METAL
MICROWAVE OVEN
NORTH/NEW
NOT APPLICABLE
NOT IN CONTRACT
NUMBER
NOMINAL
NOT TO SCALE
ON CENTER
OPENING
OPPOSITE
ORIGINAL
PERMANENT
PLATE
PLASTIC LAMINATE
PLYWOOD
PAIR
PARTITION
RADIUS / REMOVE / RELOCATE
RUBBER BASE
REFRIGERATOR
REINFORCING
REQUIRED
REVISION / REVERSE
ROOM
ROUGH OPENING
SOUTH
SCHEDULE
SOLID CORE
SECTION
SIMILAR
SPECIFICATION
SQUARE
STANDARD
STEEL
STORAGE
SUSPENDED
TELEPHONE
TEMPERED SAFETY GLASS
TYPICAL
VINYL COMPOSITION TILE
VERTICAL
WEST
WITH
WITHOUT
WALLCOVERING
WOOD
COMMON
PATH OF EGRESS
TRAVEL: ± 35'-1"
AREA OF WORK
. •
•
SUITE #201
EXISTING (2) STORY
OFFICE BUILDING
• NO CHANGE TO BUILDING AREA
• NO EXTERIOR WORK
• NO CORE/SHELL WORK
• NO STRUCTURAL WORK
0.ticz
RuntbinV
tif Cis Pip'.n j
Oily of Tulc,-,1!
UILDING Di` ,I 0`,
OCCUPANT LOAD CALCULATION EGRESS TRAVEL INFORMATION
TOTAL SUITE SQUARE FOOTAGE: 9,261
OCCUPANCY LOAD FACTOR: / - 100
= 93 OCCUPANTS
(2) EXIT REQUIRED PER TABLE 1015.1; (3) EXITS PROVIDED
COMMON PATH OF EGRESS TRAVEL
(SPRINKLERED) MAXIMUM DISTANCE = 100' (PER SECTION 1014.3)
TRAVEL DISTANCE
(SPRINKLERED) MAXIMUM DISTANCE = 300' (PER TABLE 1016.2)
PROJECT
NOR1H
BLVD.
O
Z
U
I- UPLAND
o MIDLAND
MINK
ER
SITE
BLVD.
TRILAND
1
R.
DR.
DR.
NORTH
3
VICINITY MAP
12
C
j
MINKLER BLVD.
ANDOVER PARK W.
BLDG 2
NTS
NORTH
1
ABBREVIATIONS
NA
2
SECOND FLOOR KEY PLAN, EXITING AND OCCUPANCY LOAD CALCULATION
NTS
4
SITE PLAN
NA
MAIN TEE
CROSS TEE
POSITIONING TABS
PEAKFORM ROUT
SHAPE
HORIZONTAL
SEISMIC SLOT
NOTE:
ARMSTRONG CLIP TO
BE USED WITH
ARMSTRONG CEILING
SYSTEM. INSTALL
ALTERNATE EXPANSION
JOINT SYSTEMS PER
SUSPENDED CEILING
GRID MANUFACTURER'S
DESIGN CRITERIA.
5 EXPANSION JOINT DETAIL
VERTICAL STAY
PINS
VERTICAL
POSITIONING
STAMP
CLIP ELEVATION
NTS
NTS
FACE OF WALL
ANGLE OF WIRE
FROM PLUMBLINE =
10° MAX.
APPROVED SEISMIC
CLIPS ATTACH PER
MFR'S REQUREMENT'S
#12 HANGER WIRE ANCHORED
TO STRUCTURE ABOVE
HEAVY DUTY CROSS TEE
USPENDED CEILING PANEL
6 CEILING PERIMETER SEISMIC DETAIL
DESIGNATED EGRESS PATH (HATCHED AREA)
NTS
sq--'
,„:"..
ECIT r;;
NOTE: MAINTAIN EXISTING ONE FOOTCANDLE PER SQUARE FOOT AT EGRESS PATHWAY LIGHTING.
NEW OR RELOCATED BIS 2'X4' RECESSED FLUORESCENT LIGHT FIXTURES TO BE UPGRADED FOR EMERGENCY
LIGHTING. LAYOUT SHOWN IS CONCEPTUAL ONLY.
EXISTING 2'X4' RECESSED FLUORESCENT LIGHT FIXTURES TO BE UPGRADED
FOR EMERGENCY LIGHTING. LAYOUT SHOWN IS CONCEPTUAL ONLY.
131 EGRESS PLAN
PROJECT
NORTH
3/32" =1'-0"
EXISTING
STRUCTURE
METAL CLIP
METAL STUDS STAGGERED @ 8'-0"
O.C. FOR ALL UNBRACED STRAIGHT
RUNS OF WALL OVER 12'-0". ATTACH
TO STRUCTURE ABOVE.
(2) #10 SCREWS
SCHEDULED CEILING TILE & GRID
L
8' MAX X8' MAX X8'MAX x8'MAX X8'MAX �8'MAX X�TOAXEND
I I
II OF WALL
OMIT BRACING AT WALL
LATERAL BRACING (STAGGERED) PER
DETAIL ABOVE (TYP.)
LATERAL WALL BRACING PLAN VIEW
NTS
TOP OF WALL
7
15
PARTITION HEAD BRACING
CEILING SUPPORT DATA
NOTES:
1. LATERAL BRACING IS TO BE INSTALLED ON
TENANT PARTITIONS AT 8 FEET O.C. EXCEPT AT
INTERSECTIONS WITH WALLS AT LEAST 4 FEET
LONG. (PER TYPICAL PARTITION PLAN)
2. PROVIDE BRACING AT ANY PERMANENT
PARTITION THAT IS NOT ATTACHED TO CEILING
GRID.
1/8" DIA. X 3" CONCRETE EYE SCREW TO
STRUCTURE (NO DRIVE PIN CONNECTION).
VERTICAL WIRE HANGER -NO. 12 GAUGE @
4'-0" O.C. OR NO. 10 GAUGE @ 5-0" O.C.
ALONG EACH MAIN RUNNER.
HEAVY GAUGE WIRE "PIN".
VERTICAL STRUT STABLING BAR @ 12'-0" EACH
DIRECTION FASTENED TO MAIN RUNNER AND
CUT TIGHT TO STRUCTURE ABOVE, HELD IN
PLACE BY VERTICAL WIRE HANGER AND HEAVY
GAUGE WIRE PIN.
HEAVY DUTY MAIN RUNNER AT 4'-0" O.C.
(4) LATERAL SUPPORT WIRES
AS NOTED (BELOW).
VERTICAL STRUT FASTENED TO MAIN
RUNNER.
CROSS RUNNER
SUSPENDED CEILINGS ARE TO COMPLY WITH FOLLOWING CODES AND REGULATIONS:
A.
B.
2012 INTERNATIONAL BUILDING CODE (IBC) SECTIONS 803.9 AND 1613.1.
PARTIAL LISTING OF REQUIREMENTS FOR SUSPENDED CEILINGS:
1. A HEAVY DUTY T -BAR GRID SYSTEM.
2. PERIMETER CLOSURE ANGLE (WALL ANGLE) SHALL BE NOT LESS THAN 2.0 INCHES.
3. ON TWO ADJACENT SIDES, THE GRID SHALL BE ATTACHED TO THE WALL (ANGLE POP
RIVETS ARE ACCEPTABLE). THE OTHER TWO SIDES, SHALL HAVE 3/4 INCH CLEARANCE
BETWEEN THE ENDS OF THE GRID AND THE WALL.
4. STABILIZER BARS ARE REQUIRED TO PREVENT THE SPREAD OF MAIN BEAMS AND/OR
CROSS TEES.
5. PERIMETER SUPPORT (TAIL) WIRES ARE REQUIRED WITHIN EIGHT INCHES OF THE WALL FOR
ALL EDGES.
6. VERTICAL HANGERS SHALL BE NO. 12 GAUGE WIRE SPACED AT 4 FEET ON CENTER OR NO.
10 GAUGE SPACED AT 5 FEET ON CENTER ALONG EACH MAIN RUNNER. THREE WIRE TURNS
REQUIRED. WITHIN 1:6 OUT -OF -PLUMB UNLESS COUNTER -SLOPING WIRES ARE PROVIDED.
7. LATERAL BRACING IS REQUIRED. SPLAY WIRE PODS AT 12' MAX. O.C. AND 6' MAX. FROM
WALLS. A STRUT FASTENED TO THE MAIN RUNNER SHALL BE EXTENDED TO AND FASTENED
TO STRUCTURE
8. CEILINGS OVER 2,500 SQUARE FEET MUST HAVE SEISMIC SEPARATION JOINTS OR FULL
HEIGHT PARTITION THAT BREAKS THE CEILING UP INTO AREAS NOT EXCEEDING 2,500
SQUARE FEET.
9. FOR CEILINGS WITHOUT RIGID BRACING, SPRINKLER HEAD AND OTHER PENETRATIONS
SHALL HAVE A 2 -INCH OVERSIZE RING, SLEEVE, OR ADAPTER THROUGH THE CEILING TILE
TO ALLOW FOR FREE MOVEMENT OF AT LEAST 1 -INCH IN ALL HORIZONTAL DIRECTIONS; OR,
SPRINKLER HEAD EXTENSION TO HAVE A SWING JOINT THAT CAN ACCOMMODATE 1 INCH OF
CEILING MOVEMENT IN ALL HORIZONTAL DIRECTIONS.
10. CHANGES IN CEILING PLAN ELEVATION SHALL BE PROVIDED WITH POSITIVE BRACING.
11. CABLE TRAYS AND ELECTRICAL CONDUITS SHALL BE SUPPORTED INDEPENDENTLY OF THE
CEILING.
12. ALL WIRE TIES TO BE THREE TIGHT TURNS AROUND ITSELF WITHIN THREE INCHES.
TWELVE GAUGE HANGER WIRES SPACED 4' O.C.
SUSPENDED CEILING DETAIL
NTS
NTS
4'-0" WIDE ACOUSTIC BATT
INSULATION CENTERED OVER
PARTITION ABOVE HUNG CEILING.
1/4" NON-COMBUSTABLE
WOOD FILLER UNDER MAIN
RUNNERS.
fik CEILING g + 8'-9" A.F.F.
(WHERE INDICATED ON
REFLECTED CEILING PLAN).
CONTINUOUS 'L' METAL
TRIM W/ PAPER WING (BOTH
SIDES OF PARTITION)
ACOUSTIC BATT INSULATION AT
SOUND ATTENUATED WALL
WHERE SHOWN ON PLANS.
GALV. STEEL SILL TRACK.
ATTACH TO STRUCTURE WITH
HILTI X -U (OR XU15) UNIVERSAL
KNURLED SHANK POWDER
DRIVEN FASTENER WITH MIN. 1"
EMBEDMENT @ 16" O.C.
(FOLLOW MANUFACTURER'S
INSTRUCTIONS).
FLOORING AS SCHEDULED
(BOTH SIDES OF PARTITION)
STUD SCHEDULE
STUD SCHEDULE:
2-1/2" = 250S125-27 (22 GA); MAX
10'-0" HIGH.
3-5/8" = 362S125-27 (22 GA); MAX
13'-0" HIGH.
6" = 600S125-27 (22 GA); MAX
17'-6" HIGH.
NOTES:
1. ALL STUDS ARE AT 16" O.C.
2. USE SAME GAUGE AS STUDS
FOR TRACKS AND CHANNEL.
3. USE SSMA TECHNICAL GUIDES.
SEISMIC BRACING (BEYOND)
PER 7/TI-1.
1/8" BLACK FOAM TAPE, HOLD
BACK 1/4" FROM EDGE OF TRACK
(BOTH SIDES)
METAL TRACK WITH (2) #10
SCREWS AT 16" O.C.
REVEAL (PAINT BLACK) OR
MATCH EXISTING CONDITION.
(BOTH SIDES OF PARTITION)
5/8" FIRE RETARDANT TREATED
PLYWOOD BLOCKING AT WALL
HUNG ITEMS (WHERE
APPLICABLE- REFER TO
DRAWING PLANS).
ALTERNATE FOR BLOCKING:
20" WIDE SHEET METAL AT +40"
FROM FLOOR TO BOTTOM (IN
LIEU OF WOOD BLOCKING)
5/8" GWB, TYPE EACH SIDE
BASE, AS SCHEDULED.
(BOTH SIDES OF PARTITION.)
EXISTING STRUCTURE (BELOW)
GALV STEEL STUD, PER STUD
SCHEDULE, WITH 5/8" TYPE 'X'
GWB EACH SIDE.
12
STANDARD TENANT PARTITION
1-112" =1'-0"
16
TI -1 COVER SHEET & DETAILS
TI -2 DEMOLITION PLAN
TI -3 CONSTRUCTION PLAN
REVISIONS
No changes shall be made to the scope -
of work without prior approval of -
Tukwila Building Division.
$ POE: Revisions will require a new plan submittal
1 and may include additional plan review fees.
TI -4 REFLECTED CEILING DEMOLITION PLAN
TI -5 REFLECTED CEILING PLAN
TI -6 ELECTRICAL / COMMUNICATIONS PLAN
TI -7 FINISH PLAN
TI -8 ELEVATIONS
TI -9 SECTIONS & DETAILS
SHEET INDEX
NA
SCOPE OF WORK
TENANT IMPROVEMENT TO THE ENTIRE SECOND FLOOR OF EXISTING OFFICE SPACE TO INCLUDE:
• DEMOLITION OF CASEWORK AND PARTITIONS
• CONSTRUCTION OF PARTITIONS AND DOORS
• CONSTRUCTION OF CASEWORK
• NEW PAINT AND FLOORING THROUGHOUT SUITE
• INSTALLATION OF NEW LIGHT FIXTURES
• NO STRUCTURAL WORK
• NO ALTERATIONS OF CORE.
AREA OF SUITE: ± 9,261 SQ.FT.
OCCUPANCY TYPE: B -OFFICE
CONSTRUCTION TYPE: V -B, SPRINKLERED
APPLICABLE CODES:
2012 INTERNATIONAL BUILDING CODE
2012 INTERNATIONAL FIRE CODE
2012 INTERNATIONAL PLUMBING CODE
2012 INTERNATIONAL MECHANICAL CODE
2012 NATIONAL ELECTRICAL CODE
ICC/ANSI 117.1- ACCESSIBLE AND USABLE BUILDINGS AND FACILITIES
WASHINGTON STATE ENERGY CODE (WSEC), WAC 51-11
WASHINGTON INDOOR AIR QUALITY CODE
ASSESSOR'S PARCEL #: 51-0599163
LEGAL DESCRIPTION
ALL THAT CERTAIN REAL PROPERTY SITUATED IN THE CITY OF TUKWILA, COUNTY OF KING
STATE OF WASHINGTON, BEING A PORTION OF THE EAST 1/2 OF THE NORTHWEST 1/4 OF THE
SOUTHEAST 1/4 OF SEC. 26, T.23N, R.4E, W.M., AND BEING MORE PARTICULARLY DESCRIBED AS
FOLLOWS: BEGINING AT THE INTERSECTION OF THE NORTHERLY LINE OF SAID SOUTHEAST 1/4
WITH THE WESTERLY MARGIN OF ANDOVER PARK WEST (59TH AVENUE SOUTH), DISTANT
ALONG SAID NORTHERLY LINE N88°05'42"W 1369.34 FEET FROM THE NORTHWEST CORNER OF
SAID SOUTH- EAST QUARTER; THENCE FROM SAID POINT OF BEGINNING ALOND SAID
WESTERLY MARGIN S01°47'29"W 451.30 FEET; THENCE LEAVING SAID WESTERLY MARGIN
TANGENT TO THE PRECEDING COURSE ALONG THE ARC OF A CURVE TO THE RIGHT HAVING A
RADIUS OF 50.00 FEET AND A CENTRAL ANGLE OF 90°6'49", AN ARC LENGTH OF 78.64 FEET TO A
POINT ON A LINE THAT IS PARALLEL TO AND 501.40 SOUTHERLY OF THE NORTHERLY LINE OF
SAID SOUTHEAST 1/4; THENCE ALONG SAID PARALLEL LINE N88°05'42"W 180.90 FEET TO A
POINT ON A LINE THAT IS PARALLEL WITH AND 261.00 FEET WESTERLY OF THE EAST LINE IF
SAID EAST 1/2; THENCE ALONG LAST SAID PARALLEL LINE N01°47'29"E 136.00 FEET TO A POINT
ON A LINE THAT IS PARALLEL TO AND 365.40 FEET SOUTHERLY OF THE NORTHERLY LINE OF
SAID SOUTHEAST 1/4; THENCE ALONG LAST SAID PARALLEL LINE S88°05'42"E 37.50 FEET TO A
POINT ON A LINE THAT IS PARALLEL TO AND 223.50 FEET WESTERLY OF THE EAST LINE OF SAID
EAST 1/2; THENCE ALONG LAST SAID PARALLEL LINE N01 °47'29"E 100.00 FEET TO A POINT ON A
LINE THAT IS PARALLEL TO AND 265.40 FEET SOUTHERLY OF THE NORTHERLY LINE OF SAID
SOUTHEAST 1/4; THENCE ALONG LAST SAID PARALLEL LINE N88°05'42"W 12.50 FEET TO A POINT.
ON A LINE THAT IS PARALLEL TO AND 236.00 FEET WESTERLY OF THE EAST LINE OF SAID EAST
1/2; THENCE ALONG LAST SAID PARALLEL LINE N01 °47'29"E 265.40 FEET TO A POINT ON THE
NORTHERLY LINE OF SAID SOUTHEAST 1/4; THENCE ALONG SAID NORTHERLY LINE S88°05'42"E
206.00 FEET TO THE POINT OF BEGINNING AND CONTAINING 2.408 ACRES OF LAND MORE OR
LESS.
PROJECT DIRECTORY
TENANT
COMPUPAY / BENEFIT MALL
4851 LBJ FREEWAY, SUITE 100
DALLAS, TX 75244
CONTACT: MICHAEL CAMPBELL
TEL: (469) 791-3300
EMAIL: Michae(.Campbell@benefitmall.com
DESIGNER
MARVIN STEIN ASSOCIATES, LLC
1500 WESTLAKE AVE. NORTH, SUITE 1
SEATTLE, WASHINGTON 98109
CONTACT: ERIN GOODELL
TELEPHONE: (206) 441-144'
EMAIL: e.goodell@marvinst&n.com
GENERAL NOTES
1. COMPLY WITH ALL APPLICABLE CODES.
BUILDING REPRESENTATIVE
PINNACLE FAMILY OF COMPANIES
635 ANDOVER PARK WEST, SUITE 107
TUKWILA, WA 98188
(206) 575-3080 (P)
(206) 575-1198 (FAX)
CONTACT: SHANNON MILLER
EMAIL: smiller@pinnaclefamily.com
CONTRACTOR
TBD
REVIEWED FOR
CODE COMPLIANCE
APPROVED
SEP 2 3 2013
Vt-
City of u
BUILDIN +VISION
2. THE GENERAL CONTRACTOR SHALL VISIT THE JOB SITE AND VERIFY THE FIELD CONDITIONS PRIOR TO
PURCHASING MATERIALS OR COMMENCING THE WORK.
3. REPORT ANY DISCREPANCIES BETWEEN ACTUAL FIELD CONDITIONS AND DRAWINGS TO ARCHITECT BEFORE
PROCEEDING WITH THE WORK.
4. VERIFY THE BUILDING STANDARDS (B/S) BEFORE PROCEEDING WITH THE WORK.
5. OBTAIN ALL REQUIRED PERMITS AND APPROVALS BEFORE PROCEEDING WITH THE WORK.
6. WALLS, PARTITIONS AND CEILINGS SHALL BE INDEPENDENTLY BRACED TO RESIST SEISMIC FORCES.
7. PROVIDE BLOCKING AT ALL WALL MOUNTED ITEMS.
8. ALIGN AND SHIM TRANSITIONS BETWEEN OLD AND NEW CONDITIONS.
9. LEVEL THE FLOOR. DEVIATIONS OF ± 1/2" WITHIN 10'-0" IS THE ACCEPTABLE LIMIT.
10. GENERAL CONTRACTOR REVIEW AND STAMP OR MARK REQUIRED SUBMITTALS AND SHOP DRAWINGS PRIOR
TO SENDING COPIES TC MSA FOR REVIEW AND COMMENT.
11. THE BUILDING OWNER OR THE OWNER'S AUTHORIZED REPRESENTATIVE SHALL ESTABLISH WORKING TIME
AND STANDARDS OF CONDUCT.
12. DO NOT SCALE DRAWINGS.
13. THE GENERAL CONTRACTOR SHALL COORDINATE THE ACTIVITIES OF ALL SUBCONTRACTORS, DELIVERY, AND
THE STAGING OF MATERIALS.
14. GENERAL CONTRACTOR SHALL NOT START CASEWORK UNTIL CONFERENCE / COPY / BREAK / WORK ROOM
CASEWORK SHOP DRAWINGS HAVE BEEN REVIEWED BY MSA.
MECHANICAL, PLUMBING, FIRE PROTECTION
AND LIFE SAFETY NOTES
1. MECHANICAL, FIRE PROTECTION AND LIFE SAFETY ALTERATIONS AND CONSTRUCTION ARE BY OTHERS, UNDER
SEPARATE PERMITS BY DESIGN BUILD CONTRACTORS - DEFERRED SUBMITTALS.
2. REBALANCE THE HVAC!SYSTEM AND PROVIDE WRITTEN REPORT TO OWNER AND/OR ARCHITECT.
3. CLEAN ALL DIFFUSERS & GRILLS.
4. VERIFY LOCATION OF THERMOSTATS WITH OWNER OR ARCHITECT PRIOR TO FINAL INSTALLATION.
5. ALL CONSTRUCTION WORK IS CONFINED TO THE BUILDING INTERIOR. CONTRACTOR SHALL PROVIDE BARRIERS
OR SYSTEMS TO CONTAIN DUST, DIRT OR DEBRIS TO MINIMIZE INCONVENIENCE TO OTHER TENANTS WITHIN THE
BUILDING.
6. CONSTRUCTION OPERATIONS SHALL NOT OBSTRUCT HALLWAYS, CORRIDORS, STAIRWAYS OR MEANS OF
EGRESS FOR THE TENANTS OF THE BUILDING.
7. DO NOT DISRUPT HVAC, PLUMBING, ELECTRICAL OR FIRE PROTECTION SYSTEMS WITHOUT PRIOR
AUTHORIZATION FROM OWNER.
8. THE CONSTRUCTION SITE SHALL BE LEFT CLEAN & ORDERLY AT THE END OF EACH WORK DAY.
9. NO ONE WILL OCCUPY THE AREA OF WORK OTHER THAN AUTHORIZED CONSTRUCTION PERSONNEL.
10. THE GENERAL CONTRACTOR SHALL PROVIDE TEMPORARY CONSTRUCTION BARRIERS TO INHIBIT ACCESS BY
NON -AUTHORIZED PERSONNEL & AS REQUIRED BY O.S.H.A. STANDARDS TO PREVENT INJURIES OR ACCIDENTS.
11. N.F.P.A. / I.F.C. APPROVED FIRE EXTINGUISHERS SHALL BE LOCATED WITHIN 75 FEET FROM ANY POINT ALONG
THE PATH OF TENANT EGRESS OR AS REQUIRED BY THE LOCAL FIRE MARSHAL.
12. THE SPACE AROUND PIPES DUCTS ETC. PENETRATING FIRE RESISTANT CONSTRUCTION SHALL NOT EXCEED %2"
& SHALL BE PACKED SOLID WITH APPROVED FIRE SAFING MATERIAL & SEALED WITH METAL ESCUTCHEONS
EACH SIDE AS REQUIRED BY CODE.
13. MAINTAIN INTEGRITY OF RATED ASSEMBLIES AND REPAIR ANY DAMAGE TO SPRAY APPLIED FIRE PROOFING.
SOUTHCENTER
CORPORATE SQUARE
BUILDING 2
565 ANDOVER PARK WEST
TUKWILA, WA 98188
FILE COPY
Permit No. 1)(2`) 2-1
Plan review approval is subject to errors and omissions.
Approval of construction documents does not authcfrI
the violation of any adopted code or ordinance. R icelpt
of approved
�Held Copy and � }' A is acknowledged:
By N
City Of
ING DIVISION
1500 WESTLAKE AVE N SUITE ONE, SEATTLE WA, 98109 (206) 441-1449
DRAWN BY: HF
CHECKED BY: EG / LD
JOB NO.: 99135.088
AS NOTED
NO.
REVISIONS INDICATED THUS n
DATE
BY
ISSUE FOR REVIEW
07/30/13
HF
ISSUE FOR REVIEW
08/08/13
EG
ISSUE FOR REVIEW
08/16/13
EG
ISSUE FOR PERMIT
08/20/13
EG
A\
ELECTRICAL REVISION
08/21/13
EG
ELECTRICAL REVISION
08/27/13
EG
i32
PLAN CHECK CORRECTION
09/16/13
EG
RECFJVFD
CITY OF TUKWILA
2013
SEP 17
PERMIT CENTER
TENANT:
CORRE TION
LTR#
COMPUPAY / BENEFIT MALL
N3---oz7
SHEET TITLE:
SECOND FLOOR
COVER SHEET
& DETAILS
REPRODUCTION, ALTERATION OR PUBLICATION OF THIS
DRAWING, WITHOUT EXPRESSED PERMISSION BY MSA, IS A
VIOLATION OF FEDERAL COPYRIGHT LAW. COPYRIGHT BY
MSA 2013.
TI -1
OF 9
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SECOND FLOOR PLAN
118" =1'-0"
0
5'
10'
20'
NORTH
30'
REVIEWED FOR
CODE COMPLIANCE
APPROVED
SE? 2 3 2013
City of Tukwila
BUILDING DIVISION
DEMOLITION LEGEND
EXISTING BUILDING CORE TO REMAIN.
EXISTING CONSTRUCTION TO REMAIN.
EXISTING CORRIDOR PARTITION TO REMAIN.
EXISTING CONSTRUCTION TO BE DEMOLISHED.
EXISTING CARD READER DEVICE TO BE REMOVED.
REMOVE ALL ASSOCIATED OUTLETS, WIRING AND
DEVICES BACK TO ORIGINAL SOURCE.
DEMOLITION NOTES
1. A CLEAR PATH OF EGRESS TRAVEL SHALL REMAIN OPEN AT ALL
TIMES DURING DEMOLITION.
2. DISRUPTION OF THE BUILDING FIRE ALARM, ELECTRICAL POWER,
WATER, OR LIFE SAFETY SYSTEMS MUST BE COORDINATED WITH
ALL GOVERNING AGENCIES AND THE BUILDING MANAGEMENT.
3. ALL DEBRIS SHALL BE REMOVED FROM THE CONSTRUCTION SITE
DAILY.
4. ALL DEMOLITION SHALL BE PERFORMED IN ACCORDANCE WITH THE
BUILDING MANAGEMENTS RULES AND REGULATIONS WITH MINIMAL
DISTURBANCE TO OTHER TENANTS.
5. THE CONTRACTOR SHALL PROVIDE DUST BARRIERS FOR
PROTECTION OF EXISTING ADJACENT AREAS. ALL HVAC SYSTEMS
ARE TO BE PROTECTED DURING DEMOLITION.
6. THE CONTRACTOR SHALL NOTIFY THE OWNER AND MSA OF ANY
DEMOLITION WORK THAT IMPACTS THE STRUCTURAL INTEGRITY OF
THE BUILDING.
7. THE GENERAL CONTRACTOR SHALL IMMEDIATELY REPORT ALL
ACCIDENTS, ERRORS OR DEFECTS TO THE BUILDING MANAGEMENT.
8. ALL NAME PLATES ON EXISTING DOORS TO BE REMOVED.
CLEAN/REPAIR AFFECTED SURFACES AS NECESSARY.
9. ALL EXISTING COAT HOOKS TO BE REMOVED. PATCH/REPAIR
AFFECTED AREA AND PREP TO RECEIVE NEW FINISHES AS
SCHEDULED.
10. ALL EXITING CARD READERS TO BE REMOVED. PATCH/REPAIR
AFFECTED AREAS AS NECESSARY AND PREP TO RECEIVE NEW
FINISHES AS SCHEDULED.
11. REMOVE ALL EXISTING FLOOR, BASE FINISHES IN AREA OF WORK
AND PREP FLOOR AS REQUIRED TO RECEIVE NEW FINISHES AS
SCHEDULED.
DEMOLITION KEYNOTES
OEXISTING CORE DRILL TO BE :REMOVED. INFILL WITH CONCRETE
AS REQUIRED FOR FLUSH SURFACE.
EXISTING CASEWORK TO BE REMOVED.
OREMOVE EXISTING FIRE EXTINGUISHER CABINET AND SAVE FOR
RELOCATION PER CONSTRUCTION PLAN.
O DEMO PORTION OF EXISTING CASEWORK AS SHOWN.
OEXISTING LOWER CASEWORK WITH SINK, GARBAGE DISPOSAL,
WATER FILTER, AND ALL ACCESSORIES TO BE REMOVED. CAP
PLUMBING AS REQUIRED. PATCH/REPAIR AFFECTED SURFACES
AND PREP TO RECEIVE NEW FINISHES.
6 EXISTING POWER POLE TO BE REMOVED. REPLACE DAMAGED
6 CEILING TILE TO MATCH EXISTING AS REQUIRED.
EXISTING CABLE LINE EXTENDED FROM CEILING TO BE
REMOVED.
MSA WAS NOT ABLE TO VERIFY IN THIS ROOM. G.C. TO VERIFY
OAND NOTIFY MSA IF THERE ARE ANY PROBLEMS REMOVING
EXISTING OUTLETS AS THE PLAN SHOWS.
09 EXISTING COLUMN TO REMAIN.
10 EXISTING CASEWORK TO REMAIN.
11 REMOVE EXISTING DOOR, FRAME AND ASSOCIATED HARDWARE.
SAVE FOR RELOCATION PER CONSTRUCTION PLAN OR RETURN
TO LANDLORD.
12 NO DEMO IN THIS AREA. EXISTING TO REMAIN.
13 EXISTING RELITE AND FRAME TO BE REMOVED. SAVE FOR
RELOCATION PER CONSTRUCTION PLAN OR RETURN TO
LANDLORD.
14 REMOVE EXISTING DEVICES AS SHOWN.
15 REMOVE EXISTING GARBAGE DISPOSAL.
16 REMOVE PORTION OF EXISTING CORRIDOR PARTITION. REFER
TO CONSTRUCTION PLAN (TI -3) FOR EXACT LOCATION.
SOUTHCENTER
CORPORATE SQUARE
BUILDING 2
565 ANDOVER PARK WEST
TUKWILA, WA 98188
1503 WESTLAKE AVE K SUITE ONE. SEATTLE WA, 98109 (206) 441-1449
DRAWN BY: HF
JOB NO.: 99135.088
NO.
REVISIONS INDICATED THUS A
DATE
BY
ISSUE FOR REVIEW
07/30/13
HF
ISSUE FOR REVIEW
08/08/13
EG
ISSUE FOR REVIEW
08/16/13
EG
ISSUE FOR PERMIT
08/20/13
EG
RECEIVED
CITY OF
TUKWILA
AUG 2
3 2Q13
PERMIT
CENTER
TENANT:
COMPUPAY / BENEFIT MALL
SHEET TITLE:.
SECOND FLOOR
DEMOLITION PLAN
REPRODUCTION, ALTERATION OR PUBUCATION OF THIS
DRAWING, WITHOUT EXPRESSED PERMISSION BY MSA, IS A
VIOLATION OF FEDERAL COPYRIGHT LAW. COPYRIGHT BY
MSA 2013.
TI -2
OF 9
N)
N
SECOND FLOOR PLAN
1/8" =1'-0"
0
5'
10'
20'
REVIEWED FOR
CODE COMPLIANCE;
APPROVED
SEP 2 3 2013
NORTH
30'
City of Tukwila
BUILDING DIVISION
CONSTRUCTION LEGEND
FEC
CWL
EXISTING BUILDING CORE.
EXISTING CORRIDOR PARTITION.
EXISTING PARTITION TO REMAIN.
EXISTING RELITE TO REMAIN.
NEW B/S TENANT INTERIOR PARTITION. SEE DETAIL 12/TI-1.
NEW B/S SOUND PARTITION. SEE DETAIL 121TI-1.
EXISTING FIRE EXTINGUISHER CABINET, U.N.O. (N = NEW OR RELOCATED)
EXISTING COLD WATER LINE.
ALIGN.
NEW CASEWORK.
CONSTRUCTION NOTES
1. MAINTAIN A CLEAR PATH OF TRAVEL AT ALL TIMES DURING
CONSTRUCTION.
2. DISRUPTION OF THE BUILDING FIRE ALARM, ELECTRICAL POWER,
WATER, OR LIFE SAFETY SYSTEMS MUST BE COORDINATED WITH
ALL GOVERNING AGENCIES & THE BUILDING OWNER / MANAGEMENT
AND TENANT.
3. INSTALL DOUBLE STUDS AT DOOR JAMBS AND HEADERS.
4. PROVIDE FIBER GLASS REINFORCED WATER RESISTANT GYPSUM
BOARD IN AREAS SUSCEPTIBLE TO MOISTURE.
5. DIMENSIONS ARE FINISH SURFACE TO FINISH SURFACE, U.N.O.
6. REPORT ANY DISCREPANCIES BETWEEN THE DRAWINGS AND
ACTUAL FIELD CONDITIONS TO THE ARCHITECT.
7. PATCH/REPAIR ALL DAMAGED WALLS AND PREP TO RECEIVE NEW
FINISHES.
CONSTRUCTION KEYNOTES
OBASE BID: ADJUST EXISTING CASEWORK AT SINK AS NEEDED TO
COMPLY WITH ADA GUIDELINES PER 61TI-9. RECLAD EXISTING
WITH NEW PLAM AS SCHEDULED. SEE ELEVATION 12/TI-8.
BID ALTERNATE: PROVIDE NEW ADA COMPLIANT UPPER AND
LOWER CASEWORK WITH NEW ADA COMPLIANT FAUCET. REUSE
EXISTING SINK IF POSSIBLE,
EXISTING COLUMN TO BE IN 8!SPARTITION. SMOOTH GWB
FINISH ON ROOM 216 SIDE TO ACCEPT CASEWORK. COLUMN
PROJECTION ON HALLWAY SIDE OF PARTITION ACCEPTABLE,
FINISH ALL SIDES WITH GWB.
O VERIFY STRUCTURAL REQUIREMENTS OF FLOOR TO SUPPORT
TENANTS FURNITURE IN THIS ROOM.
PROVIDE MELAMINE UPPER SHELF WITH COAT ROD AS SHOWN.
DOOR SCHEDULE
6", UNLESS
OTHERWISE
NOTED
NOTES:
DOOR NUMBER
TYPE OF DOOR
A. RELOCATED EXISTING DOOR ASSEMBLY.
B. NEW 2'-0" WIDE PAIR DOOR ASSEMBLY. HEIGHT AND FINISH TO
MATCH EXISTING.
C. EXISTING TO REMAIN.
HARDWARE
a. B/S OFFICE PASSAGE LATCHSET.
b. PAIRED CLOSET DOOR HARDWARE.
c. B/S PASSAGE LATCHSET WITH CLOSER.
d. B/S PASSAGE LOCKSET WITH CLOSER.
e. B/S ENTRY LOCKSET WITH CLOSER.
f. B/S STORAGE ROOM LOCKSET.
g. B/S PASSAGE LOCKSET WITH CLOSER & GRILLE FOR VENTILATION.
h. B/S OFFICE PASSAGE LOCKSET.
EXISTING DOOR TO REMAIN
(VERIFY HARDWARE IS B/S STANDARD OFFICE LOCKSET, U.N.0)
1. PROVIDE CODE COMPLIANT HARDWARE. ALL HARDWARE TO BE LEVER -TYPE. HANDLES,
PULLS, LATCHES, LOCKS, AND OTHER OPERABLE PARTS ON ACCESSIBLE DOORS SHALL HAVE A
SHAPE THAT IS EASY TO GRASP WITH ONE HAND AND DOES NOT REQUIRE TIGHT GRASPING,
PINCHING, OR TWISTING OF THE WRIST TO OPERATE. OPERABLE PARTS OF SUCH HARDWARE
SHALL BE 34" MIN. AND 48" MAX. ABOVE THE FLOOR.
2. THE MAXIMUM FORCE FOR PUSHING OR PULLING OPEN DOORS OTHER THAN FIRE DOORS
SHALL BE AS FOLLOWS: INTERIOR HINGED DOOR = 5.0 POUNDS (22.2 N), SLIDING OR FOLDING
DOOR = 5.0 POUNDS (22.2 N). THESE FORCES DO NOT APPLY TO THE FORCE REQUIRED TO
RETRACT LATCH BOLTS OR DISENGAGE OTHER DEVICES THAT HOLD THE DOOR IN A CLOSED
POSITION. FIRE DOORS SHALL HAVE A MINIMUM OPENING FORCE ALLOWABLE BY THE
APPROPRIATE ADMINISTRATIVE AUTHORITY.
3. THRESHOLDS AT DOORWAYS SHALL NOT EXCEED 0.5 INCH (12.7 MM) IN HEIGHT. RAISED
THRESHOLDS AND FLOOR LEVEL CHANGES GREATER THAN 0.25 INCH (6.4 MM) AT DOORWAYS
SHALL BE BEVELED WITH A SLOPE NOT GREATER THAN ONE UNIT VERTICAL IN TWO UNITS
HORIZONTAL (50 -PERCENT SLOPE).
4. EXIT DOORS MUST REMAIN UNLOCKED AT ALL TIMES IN THE DIRECTION OF EGRESS.
PASSAGE EXIT HARDWARE SHALL REQUIRE NO SPECIAL KNOWLEDGE OR ASSISTANCE TO
OPEN OR TO ACCESS.
SOUTHCENTER
CORPORATE SQUARE
BUILDING 2
565 ANDOVER PARK WEST
TUKWILA, WA 98188
1500 WESTLAKE AVE K SUITE ONE, SEATTLE WA, 98109 (206) 441-1449
DRAWN BY: HF
CHECKED BY: EG / LD
JOB NO.: 99135.088
NO.
REVISIONS INDICATED THUS n
DATE
BY
ISSUE FOR REVIEW
07/30/13
HF
ISSUE FOR REVIEW
08/08/13
EG
ISSUE FOR REVIEW
08/16/13
EG
ISSUE FOR PERMIT
08/20/13
EG
RECEIVED
CITY 0
F TUKWILA
AUG
2 3 2013
PERMIT
CENTER
TENANT:
COMPUPAY/ BENEFIT MALL
11) (3*k iv
SHEET TITLE:
SECOND FLOOR
CONSTRUCTION PLAN
REPRODUCTION, ALTERATION OR PUBLICATION OF THIS
DRAWING, WITHOUT EXPRESSED PERMISSION BY MSA, IS A
VIOLATION OF FEDERAL COPYRIGHT LAW. COPYRIGHT BY
MSA 2013.
TI -3
OF
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SECOND FLOOR PLAN
1/8" =
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10'
20'
REVIEVVE01=f3R
CODE COMPLIANCE
APPROVED
SEP 2 3 2013
NORTH
CIW of TuF Fila
BUILDING DIVISIQ
30'
REFLECTED CEILING DEMOLITION LEGEND
r—�
L - J
0
Iffk
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EXISTING CEILING GRID AND TILES TO REMAIN.
EXISTING 2X4' RECESSED FLUORESCENT LIGHT FIXTURES TO REMAIN.
EXISTING 2'X4' RECESSED FLUORESCENT LIGHT FIXTURES TO BE REMOVED/RELOCATED.
EXISTING ILLUMINATED EXIT SIGN (DIRECTIONAL WHERE SHOWN).
EXISTING LIGHT SWITCH.
EXISTING SPRINKLER HEAD, SHOWN FOR REFERENCE ONLY. (PERMIT BY OTHERS)
HVAC GRILLE SHOWN FOR REFERENCE ONLY. (PERMIT BY OTHERS)
REFLECTED CEILING DEMOLITION KEYNOTES
EXISTING CEILING MOUNTED SECURITY CAMERA TO BE REMOVED. REPLACE DAMAGED CEILING TILE WITH NEW TO
MATCH EXISTING.
O2 MSA WAS NOT ABLE TO FIELD VERIFIED IN THIS ROOM. G.C. TO VERIFY AND INFORM IF THERE ARE ANY CONCERNS.
SOUTHCENTER
CORPORATE SQUARE
BUILDING 2
565 ANDOVER PARK WEST
TUKWILA, WA 98188
1500 WESTLAKE AVE NSUITE ONE. SEATTLE WA. 98109 (206) 441-1449
/
LD
JOB NO.: 99135.088
NO.
REVISIONS INDICATED THUS n
DATE
BY
ISSUE FOR REVIEW
ISSUE FOR REVIEW
ISSUE FOR REVIEW
ISSUE FOR PERMIT
07/30/13 HF
08/08/13 EG
08/16/13
08/20/13
EG
EG
R
CITY
ECEIVED
OF TUKWIL
A
AUG 2 3 2G13
PFR
MIT CENTER
TENANT:
COMPUPAY / BENEFIT MALL
-ran
SHEET TITLE:
SECOND FLOOR
REFLECTED CEILING
DEMOLITION PLAN
REPRODUCTION, ALTERATION OR PUBLICATION OF THIS
DRAWING, WITHOUT EXPRESSED PERMISSION BY MSA, IS A
VIOLATION OF FEDERAL COPYRIGHT LAW. COPYRIGHT BY
MSA 2013.
TI -4
OF 9
CAD
IMIMMAIIIIII
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SECOND FLOOR PLAN
1/8" =1'-0"
0
5'
10'
20'
NORTH
30'
REFLECTED CEILING LEGEND
-LI EXISTING CEILING GRID AND TILES TO REMAIN.
EXISTING 2'X4' RECESSED FLUORESCENT LIGHT FIXTURES TO REMAIN.
NEW OR RELOCATED BIS 2'X4' RECESSED FLUORESCENT LIGHT FIXTURES.
NEW OR RELOCATED BIS 2'X4' RECESSED FLUORESCENT LIGHT FIXTURES TO BE UPGRADED FOR EMERGENCY
LIGHTING. LAYOUT SHOWN IS CONCEPTUAL ONLY.
11
C(N)
0 (N)
3( )
(D)N
0
EXISTING 2'X4' RECESSED FLUORESCENT LIGHT FIXTURES TO BE UPGRADED
FOR EMERGENCY LIGHTING. LAYOUT SHOWN IS CONCEPTUAL ONLY.
BIS WALL WASHER. (N = NEW)
BIS ILLUMINATED EXIT SIGN (DIRECTIONAL WHERE SHOWN). (N = NEW)
BIS LIGHT SWITCH. (3 = THREE WAY, M = SUITE MASTER, D = DIMMER, N = NEW)
EXISTING SPRINKLER HEAD. (SHOWN FOR REFERENCE ONLY)
EXISTING HVAC GRILLE. HVAC PERMIT BY OTHERS. SHOWN FOR REFERENCE ONLY.
REFLECTED CEILING NOTES
1. CHECK FOR CONFLICTS BEFORE INSTALLING OR RELOCATING LIGHT FIXTURES. NOTIFY MSA OF ANY CONFLICT(S).
2. REPLACE DAMAGED CEILING TILES AND GRID AS NECESSARY TO BRING CEILING TO "LIKE NEW" CONDITION.
3. MAINTAIN EXISTING ONE FOOTCANDLE PER SQUARE FOOT AT EGRESS PATHWAY LIGHTING.
4. MAINTAIN 42" CLEAR SPACE IN FRONT OF THE PANEL SIDE OF ANY V.A.V. BOXES.
5. DAYLIGHT ZONE CONTROL: DAY LIGHTING AS DEFINED BY CODE SHALL BE PROVIDED WITH INDIVIDUAL CONTROLS, OR
DAYLIGHT OR OCCUPANT SENSING AUTOMATIC CONTROLS PER SECTION 1513.3 OF THE WASHINGTON STATE ENERGY
CODE.
6. FIRE SPRINKLERS BY OTHERS UNDER DEFERRED SUBMITTALS.
7. COMMISSIONING REQUIREMENTS: TEST LIGHTING CONTROLS TO ENSURE THAT THE SYSTEMS COMPLY WITH CODES.
PROVIDE A WRITTEN REPORT OF TEST PROCEDURES AND RESULTS TO THE OWNER. SWEEP CONTROLLERS ARE NOT
BUILDING STANDARD, USE OCCUPANCY SENSORS AS REQUIRED.
8. EXIT SIGNS ARE INDICATED ON THE REFLECTED CEILING PLAN. THEIR PLACEMENT IS BASED UPON EXISTING CONDITION
SURVEY. FINAL NUMBER OF SIGNS, THEIR PLACEMENT AND ARROW DIRECTIONS SHALL BE FIELD VERIFIED WITH THE
BUILDING OFFICIAL, CONTRACTOR AND ARCHITECT.
REFLECTED CEILING KEYNOTES
OMSA WAS NOT ABLE TO FIELD VERIFIED IN THIS ROOM. G.C. TO VERIFY IN FIELD AND LET MSA KNOW IF THERE ARE
ANY CONCERNS.
0 PROVIDE HVAC VENT FOR SERVER. VERIFY REQUIREMENTS WITH TENANT'S I.T. CONTACT.
O3 SEISMIC CONTROL JOINT. SEE 5, 6 & 15/TI-1 FOR DETAILS.
LIGHTING CALCULATION
GRID CEILING @ 8'-9" A.F.F.
WATTS/FIXTURE
# OF FIXTURES
TOTAL WATTS
75
108
8,100
32
2
64
ISSUE FOR REVIEW
08/08/13
TOTAL: 8,164 WATT
PROPOSED
9,261 TOTAL SF x .90 WATTS PER SF = 8335 ALLOWABLE WATTS.
TOTAL PROPOSED WATTAGE IS 8,164 - WHICH IS LESS THAN THE
ALLOWABLE WATTAGE PER 2012 SEC INTERIOR LIGHTING POWER
ALLOWANCE 1531 (TABLE C405.5.2(1)).
S
RECEIVED
CITY OF TUKWILA
SEP 1 7 2013
PERMIT CENTER
SOUTHCENTER
CORPORATE SQUARE
BUILDING 2
565 ANDOVER PARK WEST
TUKWILA, WA 98188
REVIEWED FOR
CODE COMPLIANCE
APPROVED
SEP 2 3 2013
City of Tukwila
BUILDING DIVISION
1500 WESTLAKE AVE N SUITE ONE, SEATTLE WA, 98109 (206) 441-1449
DRAWN BY: HF
CHECKED BY: EG / LD
JOB NO.:
99135.088
NO.
REVISIONS INDICATED THUS 0
DATE
BY
ISSUE FOR REVIEW
07/30/13
HF
ISSUE FOR REVIEW
08/08/13
EG
ISSUE FOR REVIEW
08/16/13
EG
ISSUE FOR PERMIT
08/20/13
EG
PLAN CHECK CORRECTION
09/16/13
EG
TENANT:
COMPUPAY / BENEFIT MALL
SHEET TITLE:
SECOND FLOOR
REFLECTED CEILING PLAN
REPRODUCTION, ALTERATION OR PUBLICATION OF THIS
DRAWING, WITHOUT EXPRESSED PERMISSION BY MSA, IS A
VIOLATION OF FEDERAL COPYRIGHT LAW. COPYRIGHT BY
MSA 2013.
TI -5
OF 9
N
BFP
210
209
208
220
FEC
207
P+44" 1---�
N 0
D,N
+54"
+44"
D,N
+44"
+44"
206
44" D,N
213
D,N
0
214
1\
CABLE
DROP
0
wa
215
44--+46"
FI
0
F1+46"
FEC
204
(7) N
U,D
N (7)+PRINTER
205
N (5)
03
BFP
BFP
BFP
y
r6)
SECOND FLOOR PLAN
1/8" =
0
5'
10'
20'
NORTH
30'
REVIEWED FOR
CODE COMPLIANCE
APPROVED
SEP 2 3 2013
City of Tukwila
BUILDING DIVISION
ELEC / COMMUNICATIONS LEGEND
(I�
'N'
BFP 'B'
'D'
'U'
B/S WALL MOUNTED DUPLEX ELECTRICAL OUTLET.
B/S WALL MOUNTED DEDICATED 120V 20A DUPLEX ELECTRICAL OUTLET. (T = TIMER)
B/S WALL MOUNTED FOURPLEX ELECTRICAL OUTLET.
B/S WALL MOUNTED COMBINATION VOICE/DATA OUTLET.
B/S WALL MOUNTED CABLE TV OUTLET.
CORE DRILL. (POWER, VOICE & DATA REQUIREMENTS PER PLAN)
NEW POWER / VOICE / DATA WHIP TO WORKSTATIONS - BASE FEED
(#) OF WORKSTATIONS.
NEW CEILING MOUNTED DUPLEX ELECTRICAL OUTLET FOR PROJECTOR.
VERIFY EXACT LOCATION WITH TENANT.
NEW.
BLANK FACE PLATE.
DEDICATED.
UPGRADE EXISTING.
ELEC. / COMMUNICATION NOTES
1. ALL ELECTRICAL OUTLETS TO BE MOUNTED AT 15" A.F.F. (AT BASE
OF OUTLET) PER W.S.B.C. REQUIREMENTS U.N.O.
2. ROUGH IN ALL DATA AND COMMUNICATION LINES - MUD RING WITH
PULL STRING, U.N.O.
3. PROVIDE NEW COVER PLATES AND RECEPTACLES AS NEEDED TO
MATCH BUILDING STANDARD.
4. MAINTAIN EXISTING ELECTRICAL OUTLETS UNLESS LOCATION
CONFLICTS WITH NEW CONSTRUCTION.
5. THE CONTRACTOR SHALL COORDINATE ELECTRICAL, LIGHTING,
CASEWORK AND FURNITURE.
6. VERIFY ALL POWER REQUIREMENTS AT WORKSTATIONS WITH
TENANT'S FURNITURE VENDOR, TYP.
ELEC / COMMUNICATIONS KEYNOTES
OVERIFY EXISTING CONDITION OF ELECTRICAL OUTLET AND CONVERT BLANK
FACE PLATE TO VOICE/DATA.
REFRIGERATOR PROVIDED BY TENANT.
OPROVIDE CORE DRILL FOR POWER IN CASEWORK.
VERIFY THAT EQUIPMENT IS POWERED VIA MULTIPLE CIRCUITS IN THIS
ROOM.
PROVIDE DEDICATED OUTLET FOR SERVER, AT 90-264 VAC. VERIFY WITH
POWER REQUIREMENTS WITH TENANT'S I.T. CONTACT,
SOUTHCENTER
CORPORATE SQUARE
BUILDING 2
565 ANDOVER PARK WEST
TUKWILA, WA 98188
1500 WESTLAKE AVE N. SUITE ONE, SEATTLE WA, 98109 (206) 441-1449
DRAWN BY: HF
CHECKED BY: EG / LD
JOB NO.: 99135.088
NO. REVISIONS INDICATED THUS n
DATE
BY
ISSUE FOR REVIEW
07/30/13
ISSUE FOR REVIEW
08/08/13
ISSUE FOR REVIEW
08/16/13
HF
EG
EG
ISSUE FOR PERMIT
08/20/13
EG
RECEIVED
CITY OF TUK
:> ai
WILA
ALG 232013
r
ERMIT CENTER"
TENANT:
COMPUPAY I BENEFIT MALL
2
SHEET TITLE:
SECOND FLOOR
ELECTRICAL /
COMMUNICATIONS PLAN
REPRODUCTION, ALTERATION OR PUBLICA11ON OF TES
DRAWING, WITHOUT EXPRESSED PERMISSION BY MSA, IS A
VIOLA11ON OF FEDERAL COPYRIGHT LAW. COPYRIGHT BY
MSA 2013.
TI -6
OF 9
N
0
I
CO
L
0
U
.3
0
O
0
O
CO
0
0
E
0
U
N
0
U-
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SECOND FLOOR PLAN
1/8" =1-0"
0
5'
10'
20'
NORTH
30'
REVIEWED FOR
CODE COMPLIANCE
APPROVED
SEP 2 3 2013
City of Tukwila
BUILDING DIVISION
FINISH SCHEDULE
SYMBOL/NO.
DESCRIPTION
MANUFACTURER
STYLE
COLOR / FINISH
SIZE
NOTES
CARPET TILE
SHAW
TBD
TBD
TBD
PER MANUFACTURE'S INSTRUCTIONS
CPT -1
VINYL COMPOSITION
TILE
TBD
TBD
TBD
TBD
INSTALL AND SEAL PER
MANUFACTURER'S INSTRUCTIONS
VCT -1
GENERAL PAINT
SHERWIN WILLIAMS
EGGSHELL FINISH
SW6122
CAMELBLACK
NA
INSTALLATION SPECS
ACCENT PAINT
TBD .
TBD
TBD
TBD
INSTALLATION SPECS
RUBBER BASE
TBD
ROLLED GOODS
TBD
4"
INSTALLATION SPECS
B-1
PL -1
PLASTIC LAMINATE
TBD
TBD
TBD
TBD
INSTALLATION SPECS
PLASTIC LAMINATE
TBD
TBD
TBD
TBD
INSTALLATION SPECS
PL -2.)
FINISH NOTES
1. ALL WALLS TO RECEIVE
2. ALL ROOMS TO RECEIVE
3. BASE
, U.N.O.
CPT -1
, U.N.O.
TO BE USED THROUGHOUT, U.N.O.
4. PROVIDE (3) SAMPLES OF EVERY FINISH ITEM TO MSA FOR
APPROVAL PRIOR TO INSTALLATION.
5. PROVIDE ROPPE "TILE/CARPET JOINER #50" IN COLOR (TBD - TO
MATCH B-1) AT ALL CARPET TO VCT FLOORING TRANSITIONS.
SOUTHCENTER
CORPORATE SQUARE
BUILDING 2
565 ANDOVER PARK WEST
TUKWILA, WA 98188
1500 WESTLAKE AVE N. SUITE ONE, SEATTLE WA, 98109 (206) 441-1449
DRAWN BY: HF
CHECKED BY: EG / LD
JOB NO.: 99135.088
NO. REVISIONS INDICATED THUS n DATE
ISSUE FOR REVIEW 07/30/13
ISSUE FOR REVIEW 08/08/13
ISSUE FOR REVIEW 08/16/13
ISSUE FOR PERMIT 08/20/13
BY
HF
EG
EG
EG
RECEIVEu
KWILA
CITY OF TU
AUG 2 3 2013
PER'VII i CENTC'
TENANT:
COMPUPAY / BENEFIT MALL
SHEET TITLE:
SECOND FLOOR
FINISH PLAN
REPRODUCTION, ALTERATION OR PUBLICATION OF THIS
DRAWING, WITHOUT EXPRESSED PERMISSION BY NSA, IS A
VIOLATION OF FEDERAL COPYRIGHT LAW. COPYRIGHT BY
MSA 2013.
TI -7
OF 9
PROVIDE B/S 30"
DEEP PLAM WORK
SURFACE.
PROVIDE
GROMMETS, AS
REQUIRED.
PROVIDE B/S 30"
DEEP PLAM WORK
SURFACE.
4 EQ. AT 6'-0"
PLAM COUNTER WITH
SELF EDGE, SQUARE
RETURN.
PLAM WORK ISLAND
SOUTHCENTER
CORPORATE SQUARE
ELECTRICAL OUTLET
FIXED PANEL
4" BACKSPLASH
COUNTER SUPPORT
BRACKET (RAKKS, IN
PRIMED FINISH, OR
SIMILAR), TYP.
4" BACKSPLASH
COUNTER SUPPORT
BRACKET (RAKKS, IN
PRIMED FINISH, OR
SIMILAR), TYP.
BUILDING 2
565 ANDOVER PARK WEST
TUKWILA, WA 98188
NOTE:
PROVIDE FINISHED ENDS
ON ALL EXPOSED
SURFACES, TYP.
EQ. (3' MAX. TYP.)
EQ. (3' MAX. TYP.)
NOTE:
PROVIDE FINISHED
ENDS ON ALL EXPOSED
SURFACES, TYP.
BASE AS SCHEDULED
NOTE:
PROVIDE FINISHED ENDS
ON ALL EXPOSED
SURFACES, TYP.
NOTE:
PROVIDE FINISHED ENDS
ON ALL EXPOSED
SURFACES, TYP.
PLAM CABINET FACE
BASE AS SCHEDULED
CASEWORK ELEVATION
3/8" =1'-0"
CASEWORK ELEVATION
CASEWORK ELEVATION
3/8" =1'-0"
CASEWORK ELEVATION
B/S COUNTERTOP
AND BACKSPLASH.
15 EQ. AT 21'-9", V.I.F.
B/S LOWER CABS. WITH DOORS,
(1) ADJ. SHELF AND
4" TOE KICK, TYP.
BIS LOWER CABS. WITH (5)
DRAWERS AND
4" TOE KICK, TYP.
NOTE:
PROVIDE FINISHED ENDS AT ALL
EXPOSED ENDS.
PROVIDE FILLER FOR LOWER
CABINET AS NECESSARY
ENLARGED PLAN
CASEWORK ELEVATION
CASEWORK ELEVATION
REVIEWED FOR
CODE COMPLIANCE
APPROVED
SEP 2 3 2013
NOTE:
PROVIDE FINISHED ENDS AT ALL
EXPOSED ENDS.
NOTE:
PROVIDE FINISHED ENDS AT ALL
EXPOSED ENDS.
NOTE:
PROVIDE FINISHED ENDS AT ALL
EXPOSED ENDS.
PROVIDE FILLER FOR CABINET AS
NECESSARY
10 EQ. AT 16-0" , V.I.F.
1500 WESTLAKE AVE N, SUITE ONE, SEATTLE WA, 98109 (206) 441-1449
CASEWORK ELEVATION
CASEWORK ELEVATION 3/8" =1'-0"
CASEWORK ELEVATION
11 ! NOT USED
DRAWN BY: HF
NOTE:
PROVIDE FINISHED ENDS AT ALL
EXPOSED ENDS.
PROVIDE FILLER FOR UPPER &
LOWER CABINET AS NECESSARY
EXITING UPPER CASEWORK
EXISTING COLUMN
CHECKED BY: EG LD
B/S 12" DEEP PLAM
UPPER CABS. WITH
DOORS AND (1) ADJ.
SHELVES.
CORNER OF WALL
JOB NO.: 99135.088
AS NOTED
TENANT PROVIDED REFRIGERATOR
AND WATER COOLER
TENANT PROVIDED
REFRIGERATOR AND
WATER COOLER
B/S 12" DEEP PLAM
UPPER CABS. WITH
DOORS AND (1) ADJ.
SHELVES.
CORNER OF WALL
REVISIONS INDICATED THUS A
ISSUE FOR REVIEW
ISSUE FOR REVIEW
ISSUE FOR REVIEW
ISSUE FOR PERMIT
DATE
07/30/13
08 08 13
08/16/13
08 20 13
MODIFY EXISTING CASEWORK AS
REQUIRED TO PROVIDE
ADA -COMPLIANT SINK & FAUCET, WITH
CABINETS AS SHOWN. PROVIDE NEW
FINISHES TO MATCH EXISTING
ADJACENT.
INSULATE WRAP @ EXPOSED SUPPLY
& DRAIN LINES.
9" DIA. METAL TRIM.
FINISH TO MATCH
EXISTING WIRE PULL.
EXITING LOWER CASEWORK, U.N.O.
EXISTING COLUMN
G.C. TO FIELD VERIFY HEIGHT OF EXISTING
CASEWORK. NEW CASEWORK TO MATCH AND
ALIGN WITH EXISTING.
NOTE:
PROVIDE FINISHED ENDS AT ALL EXPOSED ENDS.
PROVIDE FILLER FOR UPPER & LOWER CABINET AS
NECESSARY.
B/S 24" DEEP PLAM
LOWER CABS. WITH
DOORS, DRAWER, (1) ADJ.
SHELF, 4" TOE KICK, 25"
DEEP PLAM COUNTERTOP
B/S 24" DEEP PLAM
LOWER CABS. WITH (5)
DRAWERS WITH 4" TOE KICK
B/S 24" DEEP PLAM
LOWER CABS. WITH
DOORS, DRAWER, (1) ADJ.
SHELF, 4" TOE KICK, 25"
DEEP PLAM COUNTERTOP
NOTE:
PROVIDE FINISHED ENDS AT ALL EXPOSED ENDS.
PROVIDE FILLER FOR UPPER & LOWER CABINET AS
NECESSARY.
CEIVED
A.G232013
12 CASEWORK ELEVATION
13 CASEWORK ELEVATION
3/8" =1'-0"
14 NOT USED
TENANT:
Q
E
O
U
N
00
/
N
0 -CV
C �
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N
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io
%cn
ucn
—IN -
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3 /m
3'�- II cn
•
C
3��3
)1—U)DX
COMPUPAY / BENEFIT MALL
SOLID PLAM PANEL
PLAM COUNTERTOP
SHEET TITLE:
15'-7", V.I.F.
SECOND FLOOR
ELEVATIONS
BASE AS SCHEDULED
NOTE:
PROVIDE FINISHED ENDS AT ALL
EXPOSED ENDS.
15 CASEWORK ELEVATION
3/8" =1'-0"
REPRODUCTION, ALTERATION OR PUBLICATION OF THIS
DRAWING, WITHOUT EXPRESSED PERMISSION BY MSA, IS A
VIOLATION OF FEDERAL COPYRIGHT LAW. COPYRIGHT BY
MSA 2013.
\
\
`
\.
e
f`
\
•i'
\
•
—
—
8 EQ. AT 12'-0", V.I.F.
B/S LOWER CABS. WITH DOORS,
(1) ADJ. SHELF AND
4" TOE KICK, TYP.
BIS LOWER CABS. WITH (5)
DRAWERS AND
4" TOE KICK, TYP.
NOTE:
PROVIDE FINISHED ENDS AT ALL
EXPOSED ENDS.
PROVIDE FILLER FOR LOWER
CABINET AS NECESSARY
ENLARGED PLAN
CASEWORK ELEVATION
CASEWORK ELEVATION
REVIEWED FOR
CODE COMPLIANCE
APPROVED
SEP 2 3 2013
NOTE:
PROVIDE FINISHED ENDS AT ALL
EXPOSED ENDS.
NOTE:
PROVIDE FINISHED ENDS AT ALL
EXPOSED ENDS.
NOTE:
PROVIDE FINISHED ENDS AT ALL
EXPOSED ENDS.
PROVIDE FILLER FOR CABINET AS
NECESSARY
10 EQ. AT 16-0" , V.I.F.
1500 WESTLAKE AVE N, SUITE ONE, SEATTLE WA, 98109 (206) 441-1449
CASEWORK ELEVATION
CASEWORK ELEVATION 3/8" =1'-0"
CASEWORK ELEVATION
11 ! NOT USED
DRAWN BY: HF
NOTE:
PROVIDE FINISHED ENDS AT ALL
EXPOSED ENDS.
PROVIDE FILLER FOR UPPER &
LOWER CABINET AS NECESSARY
EXITING UPPER CASEWORK
EXISTING COLUMN
CHECKED BY: EG LD
B/S 12" DEEP PLAM
UPPER CABS. WITH
DOORS AND (1) ADJ.
SHELVES.
CORNER OF WALL
JOB NO.: 99135.088
AS NOTED
TENANT PROVIDED REFRIGERATOR
AND WATER COOLER
TENANT PROVIDED
REFRIGERATOR AND
WATER COOLER
B/S 12" DEEP PLAM
UPPER CABS. WITH
DOORS AND (1) ADJ.
SHELVES.
CORNER OF WALL
REVISIONS INDICATED THUS A
ISSUE FOR REVIEW
ISSUE FOR REVIEW
ISSUE FOR REVIEW
ISSUE FOR PERMIT
DATE
07/30/13
08 08 13
08/16/13
08 20 13
MODIFY EXISTING CASEWORK AS
REQUIRED TO PROVIDE
ADA -COMPLIANT SINK & FAUCET, WITH
CABINETS AS SHOWN. PROVIDE NEW
FINISHES TO MATCH EXISTING
ADJACENT.
INSULATE WRAP @ EXPOSED SUPPLY
& DRAIN LINES.
9" DIA. METAL TRIM.
FINISH TO MATCH
EXISTING WIRE PULL.
EXITING LOWER CASEWORK, U.N.O.
EXISTING COLUMN
G.C. TO FIELD VERIFY HEIGHT OF EXISTING
CASEWORK. NEW CASEWORK TO MATCH AND
ALIGN WITH EXISTING.
NOTE:
PROVIDE FINISHED ENDS AT ALL EXPOSED ENDS.
PROVIDE FILLER FOR UPPER & LOWER CABINET AS
NECESSARY.
B/S 24" DEEP PLAM
LOWER CABS. WITH
DOORS, DRAWER, (1) ADJ.
SHELF, 4" TOE KICK, 25"
DEEP PLAM COUNTERTOP
B/S 24" DEEP PLAM
LOWER CABS. WITH (5)
DRAWERS WITH 4" TOE KICK
B/S 24" DEEP PLAM
LOWER CABS. WITH
DOORS, DRAWER, (1) ADJ.
SHELF, 4" TOE KICK, 25"
DEEP PLAM COUNTERTOP
NOTE:
PROVIDE FINISHED ENDS AT ALL EXPOSED ENDS.
PROVIDE FILLER FOR UPPER & LOWER CABINET AS
NECESSARY.
CEIVED
A.G232013
12 CASEWORK ELEVATION
13 CASEWORK ELEVATION
3/8" =1'-0"
14 NOT USED
TENANT:
Q
E
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U
N
00
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COMPUPAY / BENEFIT MALL
SOLID PLAM PANEL
PLAM COUNTERTOP
SHEET TITLE:
15'-7", V.I.F.
SECOND FLOOR
ELEVATIONS
BASE AS SCHEDULED
NOTE:
PROVIDE FINISHED ENDS AT ALL
EXPOSED ENDS.
15 CASEWORK ELEVATION
3/8" =1'-0"
REPRODUCTION, ALTERATION OR PUBLICATION OF THIS
DRAWING, WITHOUT EXPRESSED PERMISSION BY MSA, IS A
VIOLATION OF FEDERAL COPYRIGHT LAW. COPYRIGHT BY
MSA 2013.
END PANEL
BUILDING 2
565 ANDOVER PARK WEST
TUKWILA, WA 98188
(2) CONCEALED HINGES PER DOOR
1/4" PLYWOOD BACKING WITH
MELAMINE FINISH
CABINET DOORS TO HAVE FINISH
ALL SIDES
314"CABINET INTERIOR WITH PLAM
AT EXPOSED SURFACES.
3/4" PLYWOOD ADJUSTABLE SHELF
WITH FINISH AS SCHEDULED
MELAMINE INTERIOR
WALL BEYOND AS SCHEDULED
* NOTES:
-VERIFY ALL CLEAR
MEASUREMENTS IN FIELD WITH
SPECIFIED MICROWAVE
NOT USES
3/4" PLYWOOD
BACKSPLASH PLAM
B/S FAUCET &
SINK PER ANSI
117.1 CODE
COMPLIANCE
3/4" PLYWOOD
BACKSPLASH PLAM
PLAM
COUNTERTOP
WITH SELF
EDGE, SQUARE
RETURN
3/4" PLYWOOD BACKSPLASH PLAM
PLAM COUNTERTOP WITH SELF
EDGE, SQUARE RETURN
PLAM
WORKSURFACE
(EDGES ARE TO BE
SELF -EDGED WITH A
SQUARE RETURN)
PLAM
WORKSURFACE
(EDGES ARE TO BE
SELF -EDGED WITH A
SQUARE RETURN)
PROVIDE BLOCKING IN
WALL AS REQUIRED.
WORK COUNTER WITH
SELF -EDGED PLAM.
INSULATE ALL
EXPOSED PIPES
-DRAWER ON (75) POUND
FULL- EXTENSION SLIDE
1/4" PLYWOOD
BACKING W/
MELAMINE FINISH
CABINET DOORS
ON CONCEALED
HINGES. FINISH
ON ALL SIDES.
MELAMINE INTERIOR
AS SCHEDULED
MELAMINE INTERIOR
AS SCHEDULED
CABINET DOORS TO
HAVE FINISH ALL SIDES
DRAWER ON (75)
POUND FULL -
EXTENSION SLIDE
PROVIDE GROMMET.
COORDINATE WITH
TENANT.
DASHED LINES
INDICATE REQUIRED
ACCESSIBLE
CLEARANCES
6" MIN.
CLR.
8" MIN.
CLR.
ADJUSTABLE SHELF WITH FINISH AS
SCHEDULED
CABINET DOORS TO HAVE FINISH
ALL SIDES
ADJUSTABLE SHELF WITH
FINISH AS SCHEDULED
2 1/2" METAL
STUDS WITH
5/8" GWB EACH
SIDE.
2 1/2" METAL
STUDS WITH
5/8" GWB EACH
SIDE.
PROVIDE SUPPORT
BRACKET. (RAKKS OR
SIMILAR).
CONTINUE FINISH
FLOOR BELOW SINK
BASE AS SCHEDULED
BASE AS
SCHEDULED.
SCHEDULED BASE.
1500 WESTLAKE AVE N. SUITE ONE, SEATTLE WA, 98109 (206) 441-1449
TYP. ADA SINK CAB. SECTION
1 1/2" =1'=0"
TYP. LOWER CAB. SECTION
TYP. LOWER CAB. SECTION
1 1/2" =1'-0"
TYP. DRAWERS LOWER CAB. SECTION 11/2"=1'-0"
DRAWN BY: HF
CHECKED BY: EG / LD
JOB NO.: 99135.088
PLAM COUNTERTOP
RUN WIRING FOR OUTLET
BETWEEN THIS TWO UNITS
DOOR PULLS, TYP.
PLAM
WORKSURFACE
(EDGES ARE TO BE
SELF -EDGED WITH A
SQUARE RETURN)
P. "ID FOR
CODE t..;OMPLIANCE
APPROVED
AS NOTED
REVISIONS INDICATED THUS A
ISSUE FOR REVIEW
ISSUE FOR REVIEW
ISSUE FOR REVIEW
ISSUE FOR PERMIT
07/30/13
08/08/13
08/16/13
08/20/13
BY
HF
EG
EG
EG
PLAM CABINET DOORS TO HAVE
FINISH ALL SIDES, TYP.
MELAMINE
INTERIOR AS
SCHEDULED
PLAM CABINET DOORS
TO HAVE FINISH ALL
SIDES
UG 232013
ADJUSTABLE SHELF WITH
FINISH AS SCHEDULED
ADJUSTABLE SHELF WITH
FINISH AS SCHEDULED
SOLID PLAM PANEL ON
REAR SIDE
MELAMINE INTERIOR
AS SCHEDULED
BLOCKING, TYP.
0
0
N
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C 0
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DO
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m
p ^/O7
E� CD co
vim. 11
V- U
¢(5-;`— 0
a a; °)',�
DI—(/)OX
RUBBER BASE AS SCHEDULED, TYP.
BASE AS
SCHEDULED.
////
MIN DIM.
1 1/2" =1'-0"
REPRODUCTION, ALTERATION OR PUBLICATION OF THIS
DRAWING, WITHOUT EXPRESSED PERMISSION BY MSA, IS A
VIOLATION OF FEDERAL COPYRIGHT LAW. COPYRIGHT BY
MSA 2013.