HomeMy WebLinkAboutPermit D07-116 - SOUTHCENTER CORPORATE SQUARE - TENANT IMPROVEMENTPUBLIC AMENITIES
635 ANDOVER PK W
D07 -116
Parcel No.: 2623049143
Address: 635 ANDOVER PK W TUKW
Suite No:
Tenant:
Name: PUBLIC AMENITIES - TENANT
Address: 635 ANDOVER PK W , TUKWILA WA
doc: IBC -10/06
City-4A 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.ci.tukwila.wa.us
Owner:
Name: SOUTHCENTER CORPORATE SQUARE
Address: 150 CALIFORNIA ST , SAN FRANCISCO CA 94111
Phone:
Contact Person:
Name: TAMARA GENZALE
Address: 810 THIRD AV, SUITE 140 , SEATTLE WA 98104
Phone: 206 -903 -0662
Contractor:
Name: D P INC GENERAL CONTRACTORS
Address: 19909 BALLINGER WAY NE , SEATTLE, WA 98155
Phone: 206 -361 -2989
Contractor License No: DPINCGC066BU
DEVELOPMENT PERMIT
DESCRIPTION OF WORK:
TENANT IMPROVEMENT ON THE FIRST FLOOR OF AN DUSTIN OFFICE SPACE. THE WORK CONSISTS OF DEMOLITION
AND CONSTRUCTION OF PARTITIONS, DOORS AND OTHER FEATURES.
Value of Construction: $29,000.00 Fees Collected: $887.35
Type of Fire Protection: SPRINKLERS International Building Code Edition: 2003
Type of Construction: VB Occupancy per IBC: 0008
* *continued on next page **
Permit Number: DOT -116
Issue Date: 04/23/2007
Permit Expires On: 10/20/2007
Expiration Date: 01/31/2008
D07 -116 Printed: 04 -23 -2007
Public Works Activities:
Channelization / Striping: N
Curb Cut / Access / Sidewalk / CSS: N
City 64' 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.ci.tukwila.wa.us
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: N
Permit Center Authorized Signature: (✓ AAA
I hereby certify that I have read and dcaruned this permit and know the same to be true and correct. All provisions of law and ordinances
governing this work will be compliedWi, 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 off I am a orized to sign and obtain this development permit.
Signature:
Print Name: D o• e, e 5 ��
Permit Number: D07 -116
Issue Date: 04/23/2007
Permit Expires On: 10/20/2007
Date: `i" t I nick-
Date:
-/)'3J� 1
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.
doc: IBC-10 /06
D07 -116 Printed: 04 -23 -2007
Parcel No.: 2623049143
Address:
Suite No:
Tenant:
doc: Cond -10/06
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.ci.tukwila.wa.us
635 ANDOVER PK W TUKW
PUBLIC AMENITIES - TENANT
1: ** *BUILDING DEPARTMENT CONDITIONS * **
14: ** *FIRE DEPARTMENT CONDITIONS * **
PERMIT CONDITIONS
Permit Number:
Status:
Applied Date:
Issue Date:
D07 -116
ISSUED
03/29/2007
04/23/2007
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.
7: All construction shall be done in conformance with the approved plans and the requirements of the International
Building Code or International Residential Code, International Mechanical Code, Washington State Energy Code.
8: There shall be no occupancy of a building until final inspection has been completed and approved by Tukwila building
inspector. No exception.
9: 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.
10: 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.
11: All plumbing and gas piping work shall be inspected and approved under a separate permit issued by the Cityof Tukwila
Permit Center.
12: All electrical work shall be inspected and approved under a separate permit issued by the City of Tukwila Building
Department (206 - 431 - 3670).
13: 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.
D07 -116 Printed: 04 -23 -2007
doc: Cond -10/06
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.ci.tukwila.wa.us
15: The attached set of building plans have been reviewed by the Fire Prevention Bureau and are acceptable with the
following concerns:
16: The total number of fire extinguishers required for a light hazard occupancy with Class A fire hazards is calculated at
one extinguisher for each 3,000 sq. ft. of area. The extinguisher(s) should be of the "all purpose" (2A, 10 B:C) dry
chemical type. The travel distance to any extinguisher must be 75' or less. (IFC 906.3) (NFPA 10, 3 -2.1)
17: 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)
18: 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)
19: 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)
20: 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)
21: 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)
22: 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)
23: 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)
24: Exit hardware and marking shall meet the requirements of the International Fire Code. (IFC Chapter 10)
25: 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)
26: Every exit sign and directional exit sign shall have plainly legible letters not less than 6 inches (152 mm) high with
the principal strokes of the letters not less than 0.75 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)
D07 -116 Printed: 04 -23 -2007
doc: Cond -10/06
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.ci.tukwila.wa.us
27: 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)
28: Means of egress, including the exit discharge, shall be illuminated at all times the building space served by the means
of egress is occupied. The means of egress illumination level shall not be less than 1 foot - candle (11 lux) at the
floor level. The power supply for the means of egress illumination shall normally be provided by the premise's
electrical supply. In event of a power failure an emergency power system shall provide power for a duration of not less
than 90 minutes and shall consist of storage batteries, unit equipment or on -site generator. (IFC 1006.1, 1006.2,
1006.3)
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 the W.S.R.B., Factory Mutual, Industrial Risk
Insurers Kemper or any other representative designated and/or recognized by the City of Tukwila, prior to submittal to
the Tukwila Fire Prevention Bureau. No sprinkler work shall commence without approved drawings. (City Ordinance #2050)
32: An approved manual fire alarm system is required for this project. The fire alarm system shall meet the requirements of
Americans With Disabilities' Act (I.B.C.), N.F.P.A. 72 and the City of Tukwila Ordinance #2051.
33: 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 #2051)
34: 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 #2051) (IFC
104.2)
35: An electrical permit from the City of Tukwila Building Department Permit Center (206 - 431 -3670) is required for this
project.
36: Fire Department lock boxes shall be provided for access to all fire alarm panels and sprinkler risers. The appropriate
key(s) for access shall be placed in the lockbox. Lockbox order forms must be obtained from the Tukwila Fire
Department. The lockbox should be mounted so that it is readily visible and not over 60 inches high. (City Ordinance
#2051)
37: The Tukwila Fire Department has changed keybox manufacturers, from Supra to Knox. Install a fire department Knox
keybox. Contact the Tukwila Fire Prevention Office at 206 -575 -4407 for ordering information.
38: All electrical work and equipment shall conform strictly to the standards of the National Electrical Code. (NFPA 70)
39: 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.
40: Contact The Tukwila Fire Prevention Bureau to witness all required inspections and tests. (City Ordinances #2050 and
#2051)
41: Any overlooked hazardous condition and/or violation of the adopted Fire or Building Codes does not imply approval of
such condition or violation.
D07 -116 Printed: 04 -23 -2007
42: These plans were reviewed by Inspector 511. If you have any questions, please call Tukwila Fire Prevention Bureau at
(206)575 -4407.
doc: Cond -10/06
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.ci.tukwila.wa.us
* *continued on next page **
D07 - 116 Printed: 04 -23 -2007
I hereby certify that I have read these conditions and will comply with them as outlined. 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 provision of any other work or local laws regulating
construction or the performance of work.
Signature:
Print Name:
doc: Cond -10/06
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.ci.tukwila.wa.us
,,_ sc
ctLA e_ Pacit&r`eL'I
Date:
4-1/2 3/6/
D07 -116 Printed: 04 -23 -2007
CITY OF TUKWILA
Community Development Department
Public Works Department
Permit Center
6300 Southcenter Blvd., Suite 100
Tukwila, WA 98188
hup://www.ci.tukwilci. wa. us
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 **
1 JA I King Co Assessor's Tax No.: 51- 0561105 !
Suite Number: Floor: 191
Tenant Name: ?UFL{C' New Tenant: ❑ Yes : No
Propert Owners Name: V � /� - A eq
Mailing Address: AND 'E- 3 - i e.A �l�b• U 1 i i/ RO A'1n_ t State 10 *A -rt7� Zip City
Site Address: (A5 AoPcN 944- fsT
CONTACT PERSON who do we contact when your permit is ready to be issued
Name:
Mailing Address:
E -Mail Address: eN Z4 1 � ` t e - C_
GENERAL CONTRACTOR INFORMATION -
(Contractor Information for Mechanical (pg 4) for Plumbing and Gas Piping (pg 5))
Company Name:
Mailing Address:
Contact Person:
E -Mail Address:
Contractor Registration Number:
ARCHITECT OF RECORD - All plans must be wet stamped by Architect of Record
Company Name: 111,4\111.4 + � � ci ((
/ ' ,
Mailing Address: T\ f I 5114- / 74 15c ON
City State Zi
Contact Person: ILL 3 Sl t _scit4 Day Telephone: Mil li I 14
• V Fax Number: "I 0/0
E -Mail Address:
Company Name:
Mailing Address:
ENGINEER OF RECORD — All plans must be wet stamped by Engineer of Record
O ApplIcatani.t-ornx- ApplIcat"'n Un Lim .i ?0(16- t'cmtit Application dm:
K�vi.cd 4 -20116
Building Permit No.'
Mechanical Permit No
Plumbing/Gas Permit No
Public Works Permit
Project No
Da Tel shone:
City
Fax Number:
(For office use on
• (HQZ
MEV
/Alb q DP I (
State
City
Day Telephone:
Fax Number:
Expiration Date:
State
Zip
Zip
City
Contact Person: Day Telephone:
E -Mail Address: Fax Number:
Page 101 (1
BUILDING PERMIT INFORP1/4, TION — 206 -431 -3670
Valuation of Project (contractor's bid price): $ gat Existing Building Valuation: $
Scope of Work (please provide detailed information):
1, V • __■ s. I • • ; • ■u_. ■ ._.ti
Will there be new rack storage? ❑.....Yes
p: Applications ,Pomis- ApplicaIinns On Line 3 -200(, - fermi( Applicauon.dec
Revised: 9.2006
66
y l„.. No If yes, a separate permit and plan submittal will be required.
Provide All Building Areas in Square Footage Below
Addition to
Existing
Structure
dots
Floors thru
Basement
Accessory Structure*
Attached Garage
Detached Garage
Attached Carport
Detached Carport
Covered Deck.
Uncovered Deck
Existing
Interior Remodel
1 1 - 1
MoNe.
Type of
Construction per
IBC"
N1
Type of
Occupancy per
IBC
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? El. ..... . Yes No If "yes ", explain:
FIRE PROTECTION /HAZARDOUS MATERIALS:
Sprinklers ❑ 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 b - 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.
Page 2 of 6
Mailing Address:
PERMIT APPLICATION NOTES — Applicable to all permits in this application
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.
Building and Mechanical Permit
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).
Plumbing Permit
The Building Official may grant one extension of time for an additional period not exceeding 180 days. The extension shall be requested
in writing and justifiable cause demonstrated. Section 103.4.3 Uniform Plumbing 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.
BUILDIN NNE A TH eI� IZED A ENT:
Signature: (WV �` V ■ / ' f
Print Name: 1I. lii L L. ` LL . u
A 1 Mt
Q:,Apphcatuons,Fomts- Apphcauon. On Line 3 -200a - Permit Application.doc
Revised: 4.200(,
hh
Day elephone:
City
Date: 1V7/
State
te&
Zip
Date Application Accepted:
3-21 -07
Date Application Expires:
4 — Z1 .-o7
Staff I dials:
i
Page 6 of 6
RECEIPT NO: R07 -00726
Initials: BLH
User ID: ADMIN
Payee: DANE PEDERSON
SET TRANSACTIONS:
Set Member Amount
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: /M'w v.ci.tukwila.wa.us
SET ID: 0501 SET NAME: PUBLIC AMENITIES
D07 -115 58.00
D07 -116 t- 58.00
D07 -117 58.00
TOTAL: 174.00
SET RECEIPT
TRANSACTION LIST:
Type Method Description Amount
Payment Cash 174.00
TOTAL: 174.00
ACCOUNT ITEM LIST:
Description
PLAN CHECK - NONRES
Account Code Current Pmts
000/345.830
TOTAL:
Payment Date: 05/01/2007
Total Payment: 174.00
174.00
174.00
7684 05/02 9716 TOTAL 174.00
Parcel No.: 2623049143
Address: 635 ANDOVER PK W TUKW
Suite No:
Applicant: PUBLIC AMENITIES
Payee: SOUTHCENTER CORP SQUARE LLC
ACCOUNT ITEM LIST:
Description
BUILDING - NONRES
PLAN CHECK - NONRES
STATE BUILDING SURCHARGE
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.ci.tukwila.wa.us
000/322.100
000/345.830
000/386.904
RECEIPT
Receipt No.: R07 -00457 Payment Amount: $887.35
Initials: BLH Payment Date: 03/29/2007 10:13 AM
User ID: ADMIN Balance: $0.00
TRANSACTION LIST:
Type Method Description Amount
Payment Check 1215 887.35
Account Code Current Pmts
535.06
347.79
4.50
Total: $887.35
Permit Number: D07 - 116
Status: PENDING
Applied Date: 03/29/2007
Issue Date:
doc: Receipt-06 Printed: 03 -29 -2007
Proje /
i A , r, 41,
Type of Inspection: /
If'
Address
ate Called:
Special Instructions:
Date Wanted:
7 - 7.-.7
- ••
p.m.
Requester:
Phone No:
INSPECTION RECORD
Retain a copy with permit
INSPECTION NO.
CITY OF TUKWILA BUILDING DIVISION
6300 Southcenter Blvd., #100, Tukwila, WA 98188 •
206)431 -3670
A pproved per applicable codes. n Corrections required prior to approval.
COMMENTS:
,o4 //
$58.b0'1 E REQUIRED. Prior to inspection, fee must be
paid at 6300 Southcen r Blvd.. Suite 100. Call the schedule reinspection.
(Receipt No.:
'Date:
.:•�. a. ate._. ! j '�.3.':. �- '1 .. - r� . �.f.,< -� _c
Project: )
✓ � C- �"�� �
of Inspection:
>) ,
Addres :
(5 3r ,4 /'4>
e Called:
Date
Special Instructions:
Date Wanted:
7
S ~ _.
'/
p'
Requester:
Phone No:
CITY OF TUKWILA BUILDING DIVISION
6300 Southcenter Blvd., #100, Tukwila, WA 98188
INSPECTION NO.
pproved per applicable codes.
OMMENTS:
,J4
INSPECTION RECORD
Retain a copy with permit
(206)431 -3
Corrections required prior to approval.
6-1, S
Inspector
El $58.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be
paid at 6300 Southcenter Blvd.. Suite 100. Call the schedule reinspection.
Receipt No.:
'Date:
Date:
Prop1 etct: (( /�
l b (ic A
Type of Inspection:
s OFnj
4 2t ; r
N
A dress:
3S 0 L
PL. t,v
Date Called: l
Special Instructions:
Date Wanted:
( -2Z'o
a.
p m
Requester:
-�
P o: 3 4, -.
7
,9 v
2
INSPECTION RECORD
Retain a copy with permit
INSPECTION NO.
CITY OF TUKWILA BUILDING DIVISION
6300 Southcenter Blvd., #100, Tukwila, WA 98188
P
(206)431 -367
proved per applicable codes. 0 Corrections required prior to approval.
COMMENTS:
rOt o b i d// 7s�� -rt /S
'6r= =°a. ..• -`+ "` �. rte.. <..,,..s , a` -s' °` '. > ;l' ..r y . •
ID $58.00 REINSP ON FEE REQUIRED. Prior to inspection, fee must be
paid at 6300 Southcenter Blvd.. Suite 100. Call the schedule reinspection.
'Receipt No.:
'Date:
Project:
'1/ Lmtiv,' /t-5
Type of Inspection: \..)
/- - /7`a,r? /A/ t
Address:
615 4AJK(0/v .(2e w
Date Called:
Special Instructions:
Date Wanted:
-7 Ca.rp.
*.-• / 7 - D / p.m.
Requester:
Phone No:
c 6 — .%G — 2S
I lns . -ctor:
pa
IRecei
INSPECT ON NO. PER
CITY OF TUKWILA BUILDING DIVISION
6300 Southcenter Blvd., #100, Tukwila, WA 98188
' pproved per applicable codes. ❑ Corrections required prior to approval.
COMMENTS:
0i' EINSPECTION FEE R: P UIRED. Pri r to inspection, fee mu ie
t 6300 Southcenter Blv'.. Suite 100. Call the schedule reinspection.
t No.: 'Date:
INSPECTION RECORD
Retain a copy with permit 1)0 7- / / 6
NJT_ NO S
Date
(206)43173
Project: p„ gc , c Ar e- gmCS /riri A iv 5
Type of Inspection:
Address: 6.3S #■ Pvt)
Suite #: -p
Contact Person:
/\MON Vit N tic.
Special Instructions:
Phone No.:
Zo& N23 - 24ip,
Needs Shift Inspection:
Sprinklers:
Fire Alarm:
Hood & Duct:
Monitor:
Pre -Fire:
Permits:
Occupancy Type:
3
INSPECTION NUMBER
INSPECTION RECORD
Retain a copy with permit
CITY OF TUKWILA FIRE DEPARTMENT
rk East, Tukwila, Wa. 98188 206 - 575 -4407
- Approved per applicable codes.
Word /Inspection Record Form.Doc
1/13/06
^pog - t i try
o� - S
PERMIT NUMBERS
Corrections required prior to approval.
COMMENTS:
fl t►*t`t_t u
Pr(
O — rte ()cu.) P 4 P t i ► J P> CD D EPT A 12 D l) Pkt-
Inspector:
/
r,„th
Date: 6 1Z 1 /01
Hrs.:
$80.00 REINSPECTION FEE REQUIRED. You will receive an invoice from
City of Tukwila Finance Department. Call to schedule a reinspection.
T.F.D. Form F.P. 113
Project: l A ‘Mvo rr►t s/TE i t in
Type of Inspection:
?le . Oats -
Address: (; S 4\ P o
Suite #:
Contact Person:
JT
Special Instructions:
Phone No.:
1 1 IS' /v - 76 1i
Needs Shift Inspection:
Sprinklers:
Fire Alarm:
Hood & Duct:
Monitor:
Pre -Fire:
Permits:
Occupancy Type:
INSPECTION NUMBER
INSPECTION RECORD
Retain a copy with permit
CITY OF TUKWILA FIRE DEPARTMENT
-lie
-s - IZ
PERMIT NUMBERS
Wa. 98188 206 - 575 -4407
Approved per applicable codes.
Word /Inspection Record Form.Doc 1/13/06
I I Corrections required prior to approval.
COMMENTS:
O - Tv
Inspector: C ,,, l6 , Z
Date: 6 /tz /ff
Hrs.:
$80.00 REINSPECTION FEE REQUIRED. You will receive an invoice from
the City of Tukwila Finance Department. Call to schedule a reinspection.
T.F.D. Form F.P. 113
J
Project Info
Project Address SODTHCENTER CORPORATE CENTER- BLDG 8
Date 3/22/2007
360 ANDOVER PARK NEST
For Building Department Use
FILE Copy
TUKWILA, WA 98188
Applicant Name:
Applicant Address:
Applicant Phone:
Project Description
❑ New Building ❑ Addition J Alteratio ❑ Bldg > 5000sf, auto shutoff req. -J - Piens.
,,
Indicate controls (Sections 1513) including commissioning requirements on plans.
Compliance Option
0 Prescriptive O Lighting Power Allowance 0 Systems Analysis
(See Qualification Checklist (over). Indicate Prescriptive & LPA spaces clearly on plans.)
Alteration Exceptions
(check appropriate box - sec. 1132.3)
❑ No changes are being made to the lighting
® Less than 60% of the fixtures new, installed wattage not increased, & space use not changed.
Location
(floor /room no.)
Occupancy Description
Allowed
Watts per ft2**
Area in ft
Allowed x Area
• D FOR
► « p�mp� t A � . �r�
l.i�►
Covered Parking
COD V
0.2 W /ft
Note: 2004 SEC does not allow trading b tween cA OMER. Itg. Total Allowed Covered Parking Watts
Open Parking
0.15 W/tt
Outdoor Areas
0 11 01
** From Table 15 -1 (over) - document all exceptions on form LTG -LPA Total Allowed Watts
Location _
(floor /room no.)
Fixture Description
Number of
Fixtures
Watts/
Fixture
Watts
Proposed
• D FOR
► « p�mp� t A � . �r�
l.i�►
Covered Parking
COD V
0.2 W /ft
Note: 2004 SEC does not allow trading b tween cA OMER. Itg. Total Allowed Covered Parking Watts
Open Parking
0.15 W/tt
Outdoor Areas
0 11 01
Total Proposed Watts may not exceed Total Allowed Watts for Interior Total Proposed Watts
Location
Allowed Watts
per ft or per If
Area in ft
(or If for perimeter)
Allowed Watts
x ft (or x If)
• D FOR
► « p�mp� t A � . �r�
l.i�►
Covered Parking
COD V
0.2 W /ft
Note: 2004 SEC does not allow trading b tween cA OMER. Itg. Total Allowed Covered Parking Watts
Open Parking
0.15 W/tt
Outdoor Areas
0 11 01
0.15 W/ft
Bldg. (by facade)'
' 1
A.
0.15 W/ft
Bldg. (by perim)'
ell Of Tu is
7.5 W/If
1. Choose either the facade area or the pe meter me i .. I I()M A Total Allowed Bldg. Exterior Watts
LTG-SUM
Lighting Summary
Note auto matic daylighting, occupancy sensor, and other control requirements of Section 1513, as applicable.
llowed Li Watta (Interior)
2004 Seattle Nonresidential Energy Code Compliance Form
Revised May 2005
Notes: 1. Use manufacturer's listed maximum input wattage. For hard -wired ballasts only, the
default table in the NREC Technical Reference Manual may also be used
2. Include exit lights unless less than 5 watts per fixture.
Provosed Lighting Wattage (Interior• List all fixtures. For exempt lighting, not exception and leave Watts /Fixture blank.
aximum Allowed Lighting Watta (Exterior)
W t maximum input wattage. for fixtures with hard- ,
Proposed Lighting Wattage xterior) the default table in the NREC Technical Reference Manual may also be used.
Watts
Prol$EtEIU°D
KWILA
MAR 2 A nO7
PERMiTCEfTER
Location
Fixture Description
Number of
Fixtures
Watts/
Fixture
Total Proposed Watts may not exceed Total Allowed Watts for Exterior Total Proposed Watts
CITY OF TIJ
DEPARTMENTS:
p 4-
Bull •' g 'ivision
Complete IA
2-28-02
HERMIT COORD COPY ,a
PLAN REVIEW /ROUTING SLIP
ACTIVITY NUMBER: D07 - 116 DATE: 4 - -
PROJECT NAME: PUBLIC AMENTIES - TENANT
SITE ADDRESS: 635 ANDOVER PK W
Original Plan Submittal
Response to Incomplete Letter #
Response to Correction Letter # X Revision # 1 after Permit Issued
Public Works ❑ Structural
DETERMINATION OF COMPLETENESS: (Tues., Thurs.) DUE DATE: 4 -24 -07
APPROVALS R CORRECTIONS:
Fire Prevention
Incomplete ❑
Planning Division ❑
Permit Coordinator ❑
Not Applicable ❑
Comments:
Permit Center Use Only
INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED:
Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials:
TUES/THURS ROUTING:
Please Route g] Structural Review Required ❑ No further Review Required ❑
REVIEWER'S INITIALS: DATE:
DUE DATE: 5 -22 -07
Approved Approved with Conditions ❑ Not Approved (attach comments) ❑
Notation:
REVIEWER'S INITIALS: DATE:
Permit Center Use Only
CORRECTION LETTER MAILED:
Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials:
ACTIVITY NUMBER: D07 -116 DATE: 3 -29 -07
PROJECT NAME: PUBLIC AMENITIES - TENANT
SITE ADDRESS: 635 ANDOVER PK W
X Original Plan Submittal Response to Incomplete Letter #
Response to Correction Letter #
Revision # before Permit Issued
DEPARTMENTS
B i •
A . Division
C
Publip Works
kit 4 0 7
DETERMINATION OF COMPLETENESS: (Tues., Thurs.)
Complete
PLAN REVIEW /ROUTING SLIP
APPROVALS OR CORRECTIONS:
2-28-02
PERMIT COORD COPY
9( ,4wC 44
Fire Prevention
Structural
Incomplete ❑
4-3-o
Planning Division
g
Permit Coordinator ❑
DUE DATE: 4 -3 -07
Not Applicable ❑
Comments:
Permit Center Use Only
INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED:
Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials:
TUES/THURS ROUTING:
Please Route 12( Structural Review Required ❑ No further Review Required
REVIEWER'S INITIALS: DATE:
DUE DATE: 5 -1 -07
Approved ❑ Approved with Conditions Not Approved (attach comments) ❑
Notation:
REVIEWER'S INITIALS: DATE:
Permit Center Use Only
CORRECTION LETTER MAILED:
Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials:
REVISION
NO.
DATE RECEIVED
STAFF
S
ISSUED DATE
STAFF
INITIALS
f1- I
/
Summary of Revision:
Summary of Revision:
i 1 N-AtA, WA'.{ Me-01002- 1b WV' 19J n Iu 1L-AWC>
Received by: Qi A- f O G(ers PJi
REVISION
NO.
DATE RECEIVED
STAFF
INITIALS
ISSUED DATE
STAFF
INITIALS
Summary of Revision:
Received by:
REVISION
NO.
DATE RECEIVED
STAFF
INITIALS
ISSUED DATE
STAFF
INITIALS
Summary of Revision:
Received by:
REVISION
NO.
DATE RECEIVED
STAFF
INITIALS
ISSUED DATE
STAFF
INITIALS
Summary of Revision:
- Received by:
REVISION
NO.
DATE RECEIVED
STAFF
INITIALS
ISSUED DATE
STAFF
INITIALS
S ummary of Revision:
Received by:
REVISION
NO.
DATE RECEIVED
STAFF
INITIALS
ISSUED DATE
STAFF
INITIALS
Summary of Revision:
Received by:
PROJECT NAME: ?UPI G rn 7
SITE ADDRESS:
REVISION LOG
PERMIT NO: " (I (p
ORIGINAL ISME DATE: Osj
(please print)
(please print)
(please print)
(please print)
(please print)
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: littp, //Kww.ci.tukwila.wa.us
Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through
the mail, fay eta
Date: /2-3/ 2 c - 7
❑ Response to Incomplete Letter #
❑ Response to Correction Letter #
Revision # after Permit is Issued
❑ Revision requested by a City Building Inspector or Plans Examiner
Plan Check/Permit Number:
��
Project Name:
Project Address:
Contact Person:1 v ' i (Teln2i(e= o r q k ei ' hone Number: - Si S' 3o .g. -a 9U3 -
Summary of Revision: t .1n i 4l ct 11 - 1 4- - 1'1Ae-- co r r i r
v-o v, — - C o rr �� C
1appications \forms - applications on line revision submittal
Created: 8-13-2004
Revised:
Received at the City of Tukwila Permit Center by:(
Entered in Permits Plus on
kfu
o' co
Steven M Mullet, Mayor
Steve Lancaster, Director
CCT
MEWED Tutu
APR 2 3 2007
Sheet Number(s):
"Cloud" or highlight all areas of revision including date of revision
License Information
License
DPINCGC066BU
Licensee Name
D P INC GENERAL CONTRACTORS
Licensee Type
CONSTRUCTION CONTRACTOR
UBI
601515833
Ind. Ins. Account Id
#4
Business Type
CORPORATION
Address 1
19909 BALLINGER WAY NE
Address 2
City
SEATTLE
County
KING
State
WA
Zip
98155
Phone
2063612989
Status
ACTIVE
Specialty 1
GENERAL
Specialty 2
UNUSED
Effective Date
1/31/1994
Expiration Date
1/31/2008
Suspend Date
Separation Date
Parent Company
Previous License
DODSOPI101JB
Next License
Associated License
Bond Information
Bond
Bond
Company
Name
Bond
Account
Number
Effective
Date
Expiration
Date
Cancel
Date
Impaired
Date
Bond
Amount
Received
Date
#4
CBIC
SA6377
01/31/2002
Until
Cancelled
$12,000.00
01/09/2002
#3
CBIC
SA6377
01/31/1998
01/31/2002
$6,000.00
#2
CBIC
SA6377
01/31/1997
01/31/1998
$6,000.00
Business Owner Information
Name
Role
Effective Date
Expiration Date
DODSON, WILLIAM
PRESIDENT
01/31/1994
Look Up a Contractor, Electrician or Plumber License Detail Page 1 of 3
Washington State Department of Labor and Industries
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.
https: // fortress. wa. gov /lni/bbip /printer.aspx ?License= DPINCGC066BU 04/23/2007
ACT ACOUSTICAL CEILING TILE ll@TE BY LANDLORD AT TENANT'S EXPENS'f ADJACENTIADJUSTABLE LF LINEAL FOOT
DJ OOT
AFF ABOVE FINISH FLOOR MAX MAXIMUM
ALT ALTERNATE "TECH MECHANICAL
ALUM ALUMINUM MFR MAMJFACTURER
APPROX APPROXIMATELY MW MINIMUM
AT MISC MISCELLANEOUS
BLDG BUILDING MID MOUNTED
BLKG
BULGING M METAL
BAS BLUING STANDARD MW MICROWAVE OVEN
CAB CABINET N NORTH, NEW
CLR CLEAR/CLEARANCE NIA NOT APPLICABLE
CIA CEILING MC NOT IN CONTRACT
a. CENTERLINE NO NUMBER
COL COLUMN NOM NOMINAL
comm COMMUNICATION NTS NOT TO SCALE
COMP COMPOSITION OC ON CENTER
CONST CONSTRUCTION OPNG OPENING
CONT CONTINUOUS OPP OPPOSITE
CPT CARPET ORIG ORIGINAL
CT CERAMIC DIAMETER DiA D R PE PLATE OR CONCRETE TILE PERM PERMANENT
DIM DIMENSION PLAIN PLASTIC LAMINATE
DR DOOR PLYWD PLYWOOD
DIflf DISHWASHER PR PAIR
DWG DRAWING RTR PARTITION
E EXISTING, EAST R RADIUS, REMOVE, RELOCATE
BASE
EA EACH RB RUBBER ELEC ELECTRIC REF REFRIGERATOR
EIECt ELECTRICAL REM REINFORCING
ELEY ELEVATION (VIEW) REQ'D REQUIRED
EXIST EXISTING REV REVISIONIREVERSE
EXT EXTERIOR RAi ROOM
FIN FINISH RO ROUGH OPENING
FLR FLOOR S SOUTH
FLUOR FLUORESCENT SCHED SCHEDULE
FR ARE RATED SC SOLID CORE
FT FEET SECT SECTION
FURN FURNISHL'FURNISHINGS SIM SIMILAR
GA GAUGE SPEC SPECIFICATION
GALV GALVANIZED SQ SQUARE
GD GARBAGE DISPOSAL STD STANDARD
GL GLASS"GV4ZING STL STEEL
GWB GYPS WALL BOARD STIR STORAGE
GYPSUM
HC HOLLOW CORE SUSP SUSPENDED
HDW HARDWARE TEL TELEPHONE
HU HOLLOW METAL TYP TYPICAL uN0 UIVLES NoTEO OTHiERWISE
HT HEIGHT
HVAC HEATING. VENTILATING, VCT VINYL COMPOSITION TILE
AIR CONDITIONING VIDRT VERTICAL
IN INCH W WEST
INCL LNCLUDE Wi WITH
WS11L INSULATION W 0 WITHOUT
NT INTERIOR WC WALLCOVERING
�
.R JOINT I =OD
WSBF WASHINGTON GTON STATE BARRER FREE
THE CONTRACTOR SHALL REPAIR OR REPLACE ALL DAMAGED CEILING TILE AND GRID AS NECESSARY TO MATCH
EXI STING ADJACENT LINO.
PRIOR TO INSTALLING ANY LIGHT FIXTURES ON THIS PROJECT, THE CONTRACTOR !S TO F1ELO CHECK FOR ANY
CONFLICTS WITH EXISTING MECHANICAL DUCT WORK, ELECTRICAL CONDUIT, FIRE SPRINKLERS, PIPES, ETC. AT
EVERY LIGHT FIXTURE LOCATION AS SHOWN ON THE REFLECTED CH NG PLAN. IF A CONFLICT EXISTS. THE
CONTRACTOR IS TO NOTIFY MSNtA OF THE CONFLICTS) SO A NEW LAYOUT CAN BE GENERATED. NO LIGHT
FIXTURES ARE TO BE INSTALLED UNTIL ALL CONFLICTS ARE RESOLVED.
THE CONTRACTOR SHALL PROVIDE EMERGENCY PATHWAY LIGHTING PER CODE.
THE CONTRACTOR SHALL PROVIDE AUDIBLE AND VISUAL ALARMS PER CODE.
"" "'l�1GAND CONTROLS "��UNO.
THE CONTRACTOR SHALL SATISFY THE LIGHTING SPECIFICATIONS BASED ON THE AVAILABLE ELECTRICAL
VOLTAGE.
CONTRACTOR SHALL COMPLY WITH ALL AUTOMATED SHUT -OFF CONTROLS. SWITCHING, SENSORED SWITCHES,
TIMED SWITCHES. AND TESTING AND COMMISSIONING REQUIREMENTS. DOCUMENTS SHOW SCHEMATIC SWITCH
LOCATION ONLY.
AU. BIS EXIT LIGHTS SHALL BE 'LED' STYLE AND LESS THAN 5 WATTS/FIXTURE. UNO.
SEE THE REFLECTED GEEING PLAN FOR LIGHTING CALCULATIONS.
SOUTH CENTER
CORPORATE S UARE
BUILDING 8
360 ANDOVER PARK WEST
TU KWI LA WA 98188
.
� �� � �� � �� �
APPIV aI of G
a a ApnVed code oi+ ibt ellatiC"
�, Reoe
�FY E"rd con Wedge* BY
_ t u,�
D1V ON
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n
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•
•
•
.
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1 '
.
1
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aD
1
Or
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ST
BLVD.
%
i
•
illi
'
'�'1
CM
\
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°
IT E
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J
a
z
i
o
AREA OF WORK —
.-� ,
Mil
_
MINKIiR
I
S
LVD.
r
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I
,� —
,
1
*
UPLAND DFi
to MIDLAND o-2.
I TRILAND DF.
y
'
6:o G\ �
NORTH
N
NORTH
LIGHTING AND CEILING NOTES
2
VICINITY MAP NTS
3
SITE PLAN NT
4 2 4 4 4 4 Q 4 t 11
J + i
I I i t i I 1 I ! I
II EXISTING BIS 2'-0r' x 4'4' RECESSED FLUORESCENT LIGHT FIXTURE TO REMAIN
RELOCATED 81S 2'-0' x 4'-0` RECESSED FLUORESCENT LIGHT FIXTURE
,
r
I - ! I _ _
I
1 I ! I I f
I j I I
L - - - - � EXISTING 13/S 74' x 4'-0* RECESSED FLUORESCENT LIGHT FIXTURE TO BE REMOVED/RELOCATED
14 -
= o
ENO dons es shall be made to the Sad
c - ► : _ t;: i �. `:: a 't prior - va l r
e ms: .. . -• -• _ .
. :a : : :.... L: r:: :_ - -.
• n.s1
r ' _
D
/
%
`/
AREA OF WORK
l ( RELOCATED BIS 1'-Or x CO LIGHT FIXTURE
E::::: _ -- REVIL�NED �
EXISTING 131S 1'•0�' x 2'-0' LIGHT FlXTURE TO BE OdRELOCATEO IVC
CODE COMP►
® BIS BUT SiGN (DIRECTIONAL WHERE SHO) AP D
NI_l N BIS sWA ITCH 204
AP R 2 4
1
ALL FIXTURES ARE BIS UNLESS NOTED OTHERWISE. 44 8 t TU B did
1
SEE UGHTiNG CALCULATIONS FOR ENERGY USAGE AND WATTAGES. LLD DMSION
/� n 1`�/i:, :o
AO 1 E: v:::1 rcgc:re a r..., j..z.7 c I.1`
and may Include additional plan revtea fees.
E
A
j
Min
Marvin
planning
2221 Fifth Avenue,
- � soc i at LLC
:��� design
Seattle, Washington 98121 (206) 441 -1449
—
- ...
V
. ;'
' '
}
�' C{
. I . � .
4 - f _ ,
:ti _ _ =
4
LIGHTING LEGEND N
l x Z - = '
J r - '
L ; r 7
r‘
Q p
SCOPE OF WORK .
ICU
_
NORTH
PARTIAL FLOOR TENANT IMPROVEMENT ON THE FIRST FLOOR OF AN EXISTING OFFICE SPACE WHICH IS
APPROXIMATELY 999 U.S.F. THE WORK CONSISTS OF DEMOLITION AND CONSTRUCTION OF PARTITIONS,
DOORS, OTHER FEATURES. THERE'S NO STRUCTURAL OR CORE MO SWELL WORK.
5 ABBREVIATIONS NA
6
FIRST FLOOR - KEY PLAN Nr5
DRAWN BY: XH ,toe NO.: 99135.004
SEP ATE
CONSTRUCTION TYPE: TYPE V-B REQUIRED'
CONTRACTOR
STATE
CONTRACTOR
CONTRACTOR
ANY
CONTRACTOR
EXAMINES
ALL
PERFORMED
ALL
FURNITURE
ALL
TENANTS
CONTRACTOR
THE
THE
SOURCES.
NOT
THE
PROCEDURES
THERE
CONTRACTOR
DOORS
AND
ALL
SHALL PROVIDE NI WORK AND MATERIALS N ACCOFDMNCE WITH APPLICABLE CITY. COUNTY.
AND FEDERAL BUILDING AND FIRE CODES.
SHALL BE GOVERNED BY ALL CONDITIONS AS INDICATED N THE CONTRACT DRAWINGS A
WECIFICATiONS.
SNAIL VISIT J06 SITE AND VERIFY AU. FAD DIMENSIONS AND CONDITIONS AND NOTIFY Ms811 OF
CONTRACTOR IS RESPONSIBLE FOR ALL NECESSARY OEUOLITION REQUIRED TO COMPLETE THE WORK AS DESCRIBED ON
TILE CONSTRUCTION DOCUMENTS.
CONTRACTOR SHALL PROTECT ALL EXISTING FR AND D ASSEUBUES NOT BEING REMOVED OR ALTERED DURING
CONSTRUCTIONi.
CONTRACTOR SHALL PRONE NEW FRAMING AND MASHES THATA RE FLUSH. CONSISTENT MD N N.iGNAIENNT WAIIIH
CHECKED BY: WITS DATE 03/22/07
SPRINKLERS: SPRJNIQERED 1( Mozhan! I
\
.�'�
I 4
I
VERTICAL VIM HANGER-No. 12 GAUGE @ CO
O.C. OR NO. 10 GAUGE @ S-0' O_C. ALONG EACH
MANN RUNNER
HEAVY •PIN'.
SCALE: AS NOTED
lifEkciiical
OOCl1PANCY: 8 - OFFICE
221:7:ingg
REVISIONS/ ANO'
GAUGE WARE
A OF WORK: 999 SF
,. VERTICAL STRUT @ 17 EACH DIRECTION
FASTENED TO M W RUNNER AND CUT TIGHT TO
` STRUCTURE ABOVE. HELD IN PLACE BY VERTICAL
N
REVISIONS INDICATED THUS
DATE
City of Tukwila
PARCEL ID: 51-0599163
'
A
CORRIDOR REVISION
04/11 /O7
r+ 1
i �
TARE HANGER ATE/ HEAVY GAUGE WIRE PIN. .
DISCREPANCIES BEFORE PROCEEDING WITH WORK
SHALL OBTAIN ALL PERMITS AND APPROVALS.
DO S RE
DOCUMENTS. F NOT D. CONTRACTOR SHALL. SEE ADJACENT SPACES FOR
AND OONDIilOINS
S MD CINGS TO BE Y�EPENDEN11 SUPPORTED FOR SEISMIC CONDITIONS.
WALL EIL
MEC}W�ICAL. ELECTRICAL PLUMBING. FIRE ALARM AND SPtt1MCLERAND SECURITY DESIGN SHALL 8E
BY TiE CONTRACTOR
FURNITURE DESIGN SHOWN ON PLANS IS SI fMATTC ONLY AND NOT N CONTRACT, LINO. TENANTS
VENDOR SHALL FIELD VERIFY PREMISE FOR LAYOUT CONFIGURATION AND CLEARANCES.
VVOICEiDATA AND CABLING DESIGN SHOWN ON PLANS IS SCHEMATIC ONLYAD NOT N CONTRACT, LINO.
TS CABLNG VENDOR SHALL VERIFY TENANTS REQUIREMENTS AND MD COMMONS. THE
SHALL
SHALL PROAI IDEROUGH -W AS NOTED, COORDINATION AND 9piEWLWG FOR TS PORTION OF H9
WOW
FOLLOMNG DRAWINGS ARE BASED ON ELECTRONIC INFORMATION DERIVED FROM A NUMBER OF
WIRE DEEMED RELIABLE. LISSA CANNOT BE HELD RESPONSIBLE FOR INFORMATION FROM OTHERS
FIELD VERFED OR WHICH WAS BEEN ALTERED BY OTHERS.
MUM COMMONS. N THE EVENT of FRAMING SIZE DlFFERENNCES. THE CONTRACTOR SHALL FURR OR ADJUST DE
FRAMING AS REQUIRED FOR PROPER ALIGNMENT.
CONTRACTOR SHALL VERIFY MYIIYRBM FRAMING ISLE REQUIRED FOR ELECTRICAL, MECHANICAL AND PLUMBING FEATURES
BEING INSTALLED BY DESIGNMSIA.D AND ADJUST THE FRAMING ACCORDINGLY.
CONTRACTOR SHALL PATCH TO MATCH AND PREPARE FOR FINISH AT ALL MERE RE EXISTASSUMES G ASSES ARE
ADJACENT TO DEMOUSIED OR ALTERED ASSEMB.IES.
THE SCOPE OF WO W RK S W.INCLINE BOTH SIDES OF ALL NEW ASSUMES DEPICTED ON THE DRAWINGS EVEN WHEN
LOCATED IN AN ADJACENT LEASE SPACE NO PART OF THE 1MORIC IS TO BE LEFT NEED UJLO.
CHANGES AGES TO SPEt71FICATIONS CAN BE MADE F APPROVED BY NSW DE BARBING MAI+LAC-EMEKF AND THE TENANT.
,
CONTRACTOR SHALL SIPPiY ALL REQUIRED JUNCT ION BOA DIVERS AND ACCESS DOORS AS NECESSARY. VERIFY
CONTRACTOR SHALL OONFRM TYPE AND LOCATION OF FINE EXTNGUISHtTRSAN14A0R CABINETS WITH THE GOVERNING FIRE
{AL BEFORE DISTAWMON. IF NOT SPECIFIED ON DRAWINGS. CONTRACTOR SHALL PROVIDE THE MINIMUM NUMBER OF
WALL MOUNTED FIRE EXTNGUIStERS REQUIRED BY CODE
BUILBUILDING DIVISION
LEGAL DESCRIPTION
HEAVY DUTY tJ,�UN RUNNER AT 4.O O.C_
' #
�
j
ALL THAT CERTAN REAL PROPERTY SITUATED ATED THE CiTY OF TUKWILAA, COUNTY OF KNG STATE OF
BEING A PORTION OF THE EAST 112 OF THE NORTHWEST 114 OF THE SOUTHEAST 114 OF SEC.
26, T.23N, R4E, Wit, AND BEING MORE PARTICULARLY OESCRBED AS FOLLOWS: BEGNING AT THE
INTERSECTION OF THE NORTHERLY LINE OF SAID TI
SOUTHEAST 114 WITH E WESTERLY MARGIN OF
ANDOVER PARK YWEST 59TH AVENUE
( SOUTH), DISTANT ALONG SAID NORTHERLY UNE N88'0S42 W 1369.34
FEET FROM THE NORTHWEST CORNER OF SAID SOUTH- EAST CIUARTER; THENCE FROM SAJD POINT OF
BEGINNING ALOND SAID WESTERLY MARGIN S01'4T29'W 451.30 FEET; THENCE LEAVING SAW 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 90'49', AN ARC LENGTH OF 78.64 FEET TO A POINT ON A
LIE THAT IS PARALLEL. TO AND 501.40 SOUTHERLY OF THE NORTHERLY LINE OF SAID SOUTHEAST 114;
THENCE ALONG SAID PARALLEL UNE N88 06'4TW 180.90 FEET TO A POINT ON A LINE THAT IS PARALLEL WiTH
AND 261.00 FEET WESTERLY OF THE EAST UNE F SAID EAST 112; THENCE ALONG LAST SAID PARALLEL LINE
N Gf4T29'E 136.00 FEET TO A POINT ON A LINE TIAT IS PARALLEL TO AND 36&40 FEET SOUTTERLY OF THE
Y LINE OF SAD SOUTHEAST 114; THENCE ALONG LAST SAID PARALLEL LINE S88'O6"42•E 37.50 FEET
TO A POINT ON A UNE THAT IS PARALLEL TO AND 22350 FEET WESTERLY OF THE EAST LINE OF SAID EAST
1/Z THENCE ALONG LAST SAID PARALLEL LINE N01•4T29•E 100.00 FEET TO POINT ON A LINE THAT IS
PARALLEL TO MID 26640 FEET SOUTHERLY OF THE NORTHERLY LYE OF SAD SOUTHEAST 114; THENCE
ALONG LAST SAID PARALLEL LINE N88'0S42W 12.50 FEET TO A PONT ON A LIE THAT IS PARALLEL TOAD
236.00 FEET WESTERLY OF THE EAST ENE OF SAD EAST 1/Z THENCE ALONG LAST SAD PARALLEL LINE
NI01'4729'E 266.40 FEET TOAPONT ON THE NORTHERLY UNE OF SAID SOUTHEAST 1/4; HENCE ALONG SAW
NORTHERLY LNES88'0R42•E 286.00FEET TOTHE POINT OF BEGNMNG AND CONTAINING2.408ACRESOF
NAND MORE OR LESS.
APPLICABLE CODES:
VERTICAL STRUT FASTMED TO UAW RUNNER
45• /''
CROSS RIMER
•
INSTALLATION:
INSTALLATION: :
I
INSTALL PER INTERNATIONAL 9I*D NG CODE SECTION 803 9.1.1. MU 1621.1 'SUSPENDED ACOUSTICAL CI.RGS NM ASCE 7-02
SUSPENDED CBLNG SUPPORT DATA
LATERAL SUPPORT SHALL BE PROVIDED BY FOUR WIRES OF MIN. 12 U.S. GAUGE SPLAYED N FOUR
DIRECTIONS, 90 DEGREES APART AND CONNECTED TO THE MAIN RUNNER WITHIN T OF THE CROSS
RULE AN
R D TO THE STRUCTURE ABOVE AT AN ANGLE NOT EXCEEDING 45 DEGREES FROM THE PLANE OF
THE CEILNG. THESE LATERAL SUPPORTS SNJALL BE PLACED 17 TIC_ IN EACH DIRECTION. WiTH TIE
FIRST POINT WITHIN 4'•e, FROM EACH WALL.
PROVIDE LATERAL BRACING AT ALL CE KING AREAS GREATER THEN 144 SF .,'LADED BY WALLS THAT
CONNECT DIRECTLY TO STRUCTURE ABOVE.
VERTICAL SUPPORTS SHALL BE NO. 8 U.S. GAUGE WIRE TO SUPPORT A IAN( 16 SQ. FT. OF CLUNG AND
SADDLE TIED AROUND MAN RUNNERS, PER 2003 IBC SECTION 803.9.i.1. CROSS RUNNERS ATTACHED TO
MAW RUNNERS BY SADDLE TYING WITH ONE STRAND NO 16 U.S. GAUGE TIE WIRE. OR APPROVED
EQUIVALENT, PER 2003 IBC SECTION 8019 -1.1. DISCONTINUOUS ENDS OF CROSSRUTIERS MO MAN
RUINERS TO BE VERTICALLY SUPPORTED WITHIN 8' OF SUCH ONJCONTRANTES AS MAY OCCUR WHERE
CEILING IS INTERRUPTED BY A WALL
CRAGS OVER 2500 SF MUST HAVE SEISMC SEPARATI3N JOINTS OR RAI HT PMS THAT BREAKS THE
CEHLM% UP INTO AREAS NO: EXCEEDING 2500 SF.
FOR CEN.NGS WO RIGS BRACING. SPRN1G.ER HEADS AND OTHER PENETRATIONS SHALL HAVE A 2 It
ME AWE RING. SLEE1rz.. OR ADAPTER THROUGH THE CEILING TIE TO ALLOW FOR FREE MOVEMENT OF AT
LEAST 1 N 14 ALL HORIZONTAL DIRECTIONS; ORRR, SPRINPIER 1EAD ORENHSION TO HAVE A SWIM JOINT
THAAT CAN AOOOM>fIODATE 1 N OF CE><NG MOVEINGNT N ALL HORIZONTAL OREC11ONS
OIANGES a4 CEILING PLAN ELEVATION SMALL BE PROVIOEO WITH POSMVE BRACING.
CABLE TRAYS Ai1D EL.ECTRNCAL CON�DU ND
TS STULL BE SUPPORTED MUMMY Y OF THE CLUING.
CONTRACTOR SNAIL VERIFY LATERAL BRACING ATCOSTNGC<ENGG II UPGRADE TOOETM.S
AT&
NOTES
CONTRACTOR SHALL COORDINATE WITH THE BUAONG MANAGEMENT ON CONSTRUCTION HOURS,
NO METHODS ALLOWABLE IN MS WAD 4e,
1 CONSTRUCTION NOTES
SHALL BE 4T CLEAR SPACE N FRONT OF THE PANEL SIDE OF VAV. BOXES.
F LIGHTING LAYOUT CREATES ACONWCT. NOTIFY MSMA PRIOR TOANV'
MSTMIATIONIL THOS IS TO INSURE NO FIELD REVISIONS WILL BE REQUIRED
TI-1 COVER SHEET & DETAILS.
TENANT:
PUBLIC AMENITIES
(TENANT SUITE)
INTERNATIONAL BINDING CODE, 2003 EDITION. AS AMMO BY THE STATE OF WASIINIGTON.
INTERNATIONAL FiRE CODE, 2003 EDITION. AS ADOPTED BY THE STATE OF WASHINGTON_
ICCA117.1, 2003 EDITION.
WASHINGTON STATE ENERGY COOE (WSEC). WPC 51 -11
WASHINGTON STATE VENTILATION AND INDOOR AiR QULIiYCODE (WSVVIO)
PROJECT DIRECTORY :
TO UPGRADE SESMIC BRACING AS REQUIRED AT EXISiNG CEILING.
F
CONTRACTOR TO FIELD VERIFY AU. INDICATED t. ELEMENTS I ATEO AS EXISTING O RMS.
NO FHEW UDNHAASBEE�I BY I STA
0 HARE HARE SHALL BE REUSED, RELOCATED OR NEW BASSO ON AVAEABEJTY
S ATABUTY
HARDWARE SHALL BE TENANT STA1NaM FINISH; MATCH EXISTING CONDI IONS.
TI-1A DETAILS & ELEVATIONS
TI-2 DEMOLITION PLAN & CONSTRUCTION PLAN
TI-3 REFLECTED GELLING PLAN &
ELECTRiCAUCOMMUNICATiONS PLAN
PERMIT
MOM REPRESENTATIVE
MIRIWETHER PARTNERS MC
2ND a SENECA BUiLDNG
1191 2ND AVE
UITE O
SEATTLE
(205)8161570(P)
ACT: ASIANIAW J P.
MAIL SPACE
SHEET
TITLE:
FIRST FLOOR
COVER SHEET & DETAILS
-
' , ....., I IRO
_
7: ; ` ...�` ` , ,: 11 �
• S
8
GENERAL NOTES RA
.
WPM STE NANDASSOCIATES. LLC
22215TH WA
CONTACT: WASHINGTON 98121
oONTAYCT: BR,L SIIIMPSON
TB.: X441 -1449 .. ;
FAaC+ 441 361 )
COTRACTOR APR 2 3 ?607
1. CONTRACTOR SNAIL VERIFY LATERAL BRACING AT OUSTING MA G C�RO R (MADE TO CUNT
CODES AS NECESSARILY.
2_ POWER COVE N FS1EN RMALL NOT BE USE° FOR TENSION LOAD APPLICATION
3. THE GRAIL BE ATTACHED AT TADJAT SI LS`
no P *.urcemal
REPROOUCRON. IALTERA110/I CR PUBUCANIQ4 OF MS
ORA11140, 11010 IT DtPRESS mass9oti SY ISS&A , IS A T I = 1
O F OM CO T LA C HT BY
9
SUSPENDED CEILING SUPPORT DATA NA
10
NOT USED NA
11 I
LIST OF DRAWINGS �+
12
PROJECT INFORMATION/DIRECTORY �,
Cr 4
•
•
•
•
•
I
i
t
•
(2) #10 SCREWS
REVEAL (PAINT BLACK) OR
MATCH EXISTING.
118' BLACK FOAM TAPE
HOLD BACK 1W FROM
EDGE OF TRACK.
I ELEVATION
tIttimmum hto !( r24tumumag Ut(
r � awe
r
LATERAL BRACING TENANT WALLS (No CASEWORK)
e tux t' MAx V MAX 8' tux If tux • MAX 7 11Ax
I.
NOTES:
1. LATERAL BRACING IS TO BE INSTALLED ON TENANT PARTITIONS AT 8 FT. O.C. EXCEPT AT INTERSECTIONS
WITH WALLS AT LEAST 4 FT. LONG.
(PER TYP. PART. PLAN)
2. TEMPORARY ATTACHMENT OF PARTITION TOP TRACK TO THE GRID IS PERMUTED TO ALIGN AND SET THE
WALL UNTIL PERMANENT BRACING IS PROVIDED. REMOVAL OF THE TEMPORARY HOLDING SCREWS IS UP
TO THE DISCRETION OF THE SPECIFIC LOCAL BUILDING OFFICIAL CONTRACTOR TO VERIFY.
3. PROVIDE BRACING AT ANY PERMANENTLY PARTITION THAT IS NOT ATTACHED TO CEILING GRID.
I 3 PARTITION HEAD BRACING DETAIL
EXISTING GLASS @ BLDG .
PERIMETER WALL
4* BACKSLASH
BAS 24' DEEP PLAN
LOWER CABS. WITH DOORS,
DRAWER, (1) ADJ. SHELF, 4' TOE
KICK, 25'DEEP
w
METAL STUDS STAGGERED @
O.C. FCR ALL UNBRACED STRAIGHT
RUNS OF WALL OVER 17.0'.
ATTACH TO STRUCTURE ABOVE WI
HILTI POWER DRNEN FASTENER
314' MIN.
CONTINUOUS CEILING GRID - DO
NOT CUT.
SUSPENDED CEILING.
2112"X25GA. STL. STUDS @24'
O.C. W/ 5/8' GWB, TYPE x, EACH
SIDE.
LATERAL BRACING PER
DETAIL ABOVE (TYP.)
•
NTS
12EQ.
FASTEN PARTITION
HEAD TO CEILING
GRID ON WALL RUNS
LESS THAN 17-0'
AT CORRIDOR, DEMISING
AND SOUND PARTITIONS.
PROVIDE 4'0 WIDE
ACOUSTIC BATT INSULATION
CENTERED OVER PARTITION
ABOVE HUNG CEILING.
REVEAL (PAINT BLACK) OR
MATCH EXISTING.
118' BLACK FOAM TAPE HOLD
BACK 114' FROM EDGE OF
TRACK
PROVIDE ACOUSTIC BATT
INSULATION BETWEEN STUDS.
COVE BASE AS SCHEDULE
- - - - - ' BAS TENANT INTERIOR PARTITION.
8IS TENANT DEMISING PARTITION.
B/S STANDARD PARTITION
/
/
/
/
/
/
/
1I4' NON -COMB. WD FILLER UNDER
MAIN RUNNERS
SEISMIC BRAONG PER DETAIL C.
CONTINUOUS CEIUNG GRID -
DO NOT CUT.
LINE OF CEILING GRID BEYOND, SEE
RCP.
CONT. t' METAL TRIM WI PAPER WING
CONT. 2112' x 1114' 25 GA. TRACK WI (2)
#10 SCREWS @ 24` 0.C.
518' NON-COMB. PLYWOOD BLOCKING
@ WALL HUNG ITEMS (WHERE
APPLICABLE - REFER TO DRAWING
PLANS)
ALTERNATE #1 FOR BLOCKING:
20' WIDE GALV. SHEET METAL @ +40'
FROM FLOOR TO BOTTOM (IN LIEU OF
WOOD BLOCKING)
HEAD SECTION
2112' x 25 GA. GALV. STEEL STUD (It
24' O.C. WITH 5/8' TYPE x GWB EACH
SIDE.
PLAN VIEW
518' GWB, TYPE X EACH SIDE, TYP.
CONT. 25 GA. GALV. STEEL RUNNER
CHANNEL - ANCHOR TO FLOOR AS
REM.
COVE BASE AS SCHEDULE
BASE SECTION
NTS
3/13° =1' -0'
N
NEW 8/S FULL HEIGHT REUTE: 3'-0' WIDE, U.N.O., x FULL HT. IN BM WOOD FRAME
WITH TEMPERED SAFETY GLASS AS REQUIRED.
CONSTRUCTION LEGEND
G UNLESS
OTHERWISE
NOTED
5 I DOOR SCHEDULE
NOT USED
EXISTING 81S CONSTRUCTION TO REMAIN.
BSS DEMISING PARTITION.
EXISTING CONSTRUCTION TO BE DEMOLISHED.
NEW BAS TENANT INTERIOR PARTITION: 2 1A2' METAL STUDS WITH 51r TYPE x GWB
EACH SIDE FROM FLOOR TO UNDERSIDE OF HUNG CEILING. SEE DETAIL 01 -1A
DOOR NUMBER
U TYPE OF DOOR
/ A. BIS 3 WIDE X FULL HEIGHT S.C. WOOD DOOR 8
BIS FRAME. MATCH EXISTING CONDITIONS.
HARDWARE
a BIS IATCHSET
b. BIS LOCKSET & CLOSER.
O E DENOTES EXISTING DOOR
•
•
fee
Ric
b
KO
E EXITING.
NEW BAS WALL MOUNTED DUPLEX ELECTRICAL OUTLET.
EXITING, U.N.O, BIS WALL MOUNTED FOURPLEX ELECTRICAL OUTLET.
NEW B/S WALL MOUNTED COMBINATION VOICEIDATA OUTLET.
NEW BIS WALL MOUNTED DEDICATED DUPLEX ELECTRICAL OUTLET.
EXITING BLANK FACE PLATE.
NOTES:
ALL OUTLETS TO BE MOUNTED 15' A.F.F. - TO BOTTOM OF OUTLET PER W.S.B.F. REQUIREMENTS U.N.O.
AU. DATA & COMMUNICATION LINES TO BE ROUGH -IN ONLY (MUD RING WI PULL WIRE).
I ELECTRICALICOMMUNICATIONS LEGEND NTS
SECTION
9 I NOT USED
PERIMETER WALL OF BLDG.
EXIST. GLASS
4' BACKLASH
31I4 = 1' -0'
PAH1(p
NO.
SOUTH CENTER
CORPORATE SQUARE
BUILDING 8
360 ANDOVER PARK WEST
TUKWILA, WA 98188
Marvin St - :«, sociates, LLC
planning v design
2221 Fifth Avenue, Seattle, Washington 98121 (206) 441 -1449
DRAWN BY: XH JOB NO.: 99135.004
CHECKED BY: WJS DATE: 03/22/07
REVISIONSASSUANCE:
REVISIONS INDICATED THUS A
CORRIDOR REVISION
TENANT:
SHEET PRE:
SCALE: AS NOTED
PUBLIC AMENITIES
(TENANT SUITE)
FIRST FLOOR
DETAILS & ELEVATIONS
RIPROOUCROR, allIERADON OR PURLICATOON OF TINS
ORAIIING 1NTHOUT E» RE S PERMION BY W15&Al, IS A
7I01ATK IN OF MEWL OOPIRGIIT Al. COMM BY
YSRA 2007_
TI -1A
OF 4
i
1 •
•
•
-1 F = =
% U
. U
I
� -.a
DEMOLITION PLAN
SCALE: 118 1'-Or
O 5' 10'
•
20'
NORTH
30'
UP
•
•
ELEC. RM.
105
STORAGE/COPY
104
OPEN CONFERENCE
1 103 1
OFFICE
1 102 1
SCALE: 1/r=1.-0'
O 5' 10'
101
•
20'
CONSTRUCTION PLAN
NORTH
30'
� EMI �
IM ion
E211 ME "
1711.1 Ma or
EM MEI
O\ UP
CONSTRUCTION KEY NOTES:
0 TIE NEW DEMSNGPARTRION PER SEPARATE PERMIT. CONTRACTOR TO PROVIDE RAS ES @
O TIE NEW CORRIDOR PARTmON PER SEPARATE MIT CONTRACTOR TO MO/I E FNISSES @ TENA.'YT SIDE AS NECESSARY_
® RECEPTION DESK TO SE FROVDED BY OT1+,ERSL
O COSTING E WUEN' LAYOUT TOR13IAN - VERIFY MTTH IRMTf.
GENERAL CONSTRUCTION NOTES:
1. PROVIDE FIRE DRN( UStER BY CODE -YERFY INTH BUILDING YAN 601 4T & TENANT
PUDUC CORRIDOR
APR 2 3 ?ON
PERMITCEITER
•
•
NO
SOUTH CENTER
CORPORATE SQUARE
BUILDING 8
360 ANDOVER PARK WEST
TUKWILA, WA 98188
Marvin Ste
planning
2221 Fifth Avenue. Seattlee, Washington 98121 (206) 441 -1449
DRAWN BY: XH JOB NO.: 99135.004
CHECKED BY: WS DATE: 03/22/07
REVISIONSASSUANCE:
REVISIONS INDICATED THUS p
CORRIDOR REVISION
TENANT:
SHEET TITLE
PUBLIC AMENITIES
(TENANT SUITE)
FIRST FLOOR
DEMOLITION PLAN &
CONSTRUCTION PLAN
REPRODUCTI ON. ALTERARON OR PU LJCABCN OF 1llS
DRA1lNG1 IIIHO JT DIVE% MOSS N BY USIA. IS A
UOEATION OF FEDERAL COPYRIGHT LAIL off BY
Ms*A 2007.
sociates, LLC
design
SCALE: AS NOTED
DATE
04/
a
GENERAL LIGHTING NOTES:
•
REFLECTED CEILING PLAN e5
SCALE: 1!8• =1'-0-
0 5' 10'
rIALI'L1
1. ALL ASPECTS OF TIE DESIGN a CONSTRUCTION OF THE IN AC SH UL BE PERFORMED BY 1€ CONTRACTOR
2_ REST SVATCHRC OF DOSING UGH /NG AS NECESSARY 10 COMPLY WITH NEW LIGHTNIG LAYOUT.
3. CONTRACTOR TO RF3AME ANY EXISTING LIGHT FIXTURES NOT SHOWN ON RAN_
4. CONTRM TORSHALLVEREYLATER& BRACING COSMIC CEILING GRIDS UPGRADE TO QTOES AS
NECESSARY.
5. ONLY NEW SWITCIES ARE SHOW
6. REUSE EXIT SPANS AS POSSIBLE
7_ REFUGE ALL SWAGED OR DISCOLORED CELNG TILES AM BRING TIE SUSPENEIED MUM G I P' TO VIE NEW
•
20'
NORTH
30'
LIGHTING CALCULATIONS
2
6
0
5
2
0
0
21c4' RECESSED FIXTURES.
96 WATTS/ EAFLKTURES_
1):4' RECESSED FIXTURES.
TOTALS
EXISTING EXIST. TO COST. TO BE EXIST. TO BE NEW
ROM N RELOCATED REMOVED
PLACE
of
PERMIT/11E OF ALI139ATIDN
7 RELOCATED/ 13 ELSTAIG Ft1 URESx 100 % = 539%
6
SUMVARY
THERE IS NO OVNGE NWATIT4GE PERCEITTN3EOFALTERATICNISLESS :IUN60%.
•
7
0
0
0
0
•
105
1 104
103
1102
1
SCALE: 118' =l'-O*
0
•
5'
10'
20'
ELEC. /COMMUNICATION PLAN
NORM
30'
GENERAL ELEC./ COMMUNICATION NOTES:
1. REUSE OPEN!IG AT SLAM FACE PLAICES SAS POSSIBLE
2. CONTRACTOR TO REMOVE ANY COSTING ET.ECJOOMMUNICATIONS OUTLETS NOT SHOWN ON PLAN. PATCH I
FINISH TO MATCH EXISTING CONDITIONS.
E0 :0 CE
Rp CO*AP1
CO W WWED
If it 2 1001
fad
sato
RECEIVED
CITY
APR 23-
P TG MEP-
•
SOUTH CENTER
CORPORATE SQUARE
BUILDING 8
Marvin Ste't .sociates, LLC
planning v design
MI Fifth Avenue. Seattle, Washington 98121 (206) 441 -1449
DRAWN BY: XH JOB NO.: 99135.004
CHECKED BY: WJS DATE: 03/22/07
REVISIONS/ISSUANCE
REVISIONS INDICATED THUS A
TENANT:
SHEET TITLE:
360 ANDOVER PARK WEST
TUKWILA, WA 98188
SCALE AS NOTED
PUBLIC AMENITIES
(TENANT SUITE)
DATE
FIRST FLOOR
REFLECTED CEILING PLAN
I
ELEC./COMMUNICATIONS PLAN
I REPRODUCTION, ALTERATION CR RDUCATiCH OF DM
ORATRIG, UNCUT MESS PERMS I0N BY HSU. IS A TI.3
MOLATICM OF FEDERAL COPYRIGHT LAW COPYRIGHT BY
TEA 2007. or 4
1a
$
•
•
•
•
•
•
•
3
I
THE CONTRACTOR SHALL REPAIR OR REPLACE All DAMAGED CEILING TILE AND GRID AS NECESSARY TO MATCH
EXISTING ADJACENT UNO.
PRIOR TO INSTALLING ANY LIGHT FIXTURES ON THIS PROJECT, THE CONTRACTOR IS TO FEW CHECK FOR ANY
CONFLICTS WITH EXISTING MECHANICAL DUCT WORK ELECTRICAL CONDUIT, ARE SPRINKLERS, PIPES, ETC. AT
EVERY LiGHT FIXTURE LOCATION AS SHOWN ON THE REFLECTED CEILING PLAN. IF A CONFLICT EXISTS. THE
I S TO N
CONTRACTOR IS TO NOTIFY MS&A OF THE CONFLICT(S) SO A NEW LAYOUT CAN BE GENERATED. NO LIGHT
FIXTURES ARE TO BE INSTALLED UNTIL ALL CONFLICTS ARE RESOLVED.
THE CONTRACTOR SHALL PROVIDE EMERGENCY PATHWAY LIGHTING PER CODE.
THE CONTRACTOR SHALL PROVIDE AUDIBLE AND VISUAL ALARMS PER CODE.
ALL LIGHTING AND CONTROLS SWILL BE BLS, UNO.
THE CONTRACTOR SHALL SATISFY THE LIGHTING SPECIFICATIONS BASED ON THE AVAILABLE ELECTRICAL
VOLTAGE.
CONTRACTOR SHALL COMPLY WITH ALL AUTOMATED SHUT -OFF CONTROLS, SWITCHING, SENSORED SWITCHES.
TIMED SWITCHES COMI4NSSIOI�ING RE AND TESTING AND DOCUMENTS
REQUIREMENTS_ DOCUME S SHOW SCHEMATIC SCORCH
LOCATION ONLY.
ALL BIS EXIT LiGHTS SHALL BE 'LED' STYLE AND LESS THAN 5 WATTS/FIXTURE, UNO.
SEE THE REFLECTED CEILING PLAN FOR LIGHTING CALCULATIONS.
�
r
ACT ACOUSTICAL CEILING TILE ILOTf BY LANDLORD Al TEN4Ni5 EXPENSE
.011,1
�F ADJA(ENTIAE]Jl1.STABLE
ABOVE FIMSH FLOOR LF LINEAL FOOT
MAX MAXIMUM
ALT AALTER NAIL NNECH MECHANICAL
ALUM ALI MRIUM MFR MANUFACTURER
APPROX APPROXIMATELY MIN MINIMUM
@ AT MISC MISCELLANEOUS
SLOG BUILDING Mi0 MOUNTED
BLKG BLOCKING MR METAL
61S BUILDING STANDARD Mw MICROWAVE OVEN
CAB CABINET N NORTH, NEW
CLR CLEAR/CLEARANCE WA NOT APPLICABLE
CLG CEIIJNG MC NOT IN CONTRACT
a. CENTERUNE NO NUMBER
COL COLUMN NOM NOS
comm COMMUNICATION NTS NOTTOSCALE
COMP COMPOSITION OC ON CENTER
COAST CONSTRUCTION OPNG OPENING
CONT CONTINUOUS OPP OPPOSITE
CPT CARPET ORIG ORIGINAL
CT CERAMIC OR CONCRETE TILE PERM PERMANENT
CIA DIAMETER PL PLATE
DIM OR DO IN PLAM PLASTIC LAMINATE
OR DOOR RAND PLYWOOD
OW DISHWASHER PR PAIR
DWG DRAWING PTR PARTITION
E EXISTING, EAST R RADIUS, REMOVE, RELOCATE
EA EACH RR RIBBER BASE
ELEC ELECTRIC REF REFRIGERATOR
ELECt ELECTRICAL RE REINF REQUIRE D ANC
EI.EV ELEVATION (VIEW) REM D REQUIRE
EXIST EXISTING REV REVISION/REVERSE
EXT EXTERIOR RM ROOM
FIN FINISH RO ROUGH OPENNG
FLR FLOOR S SOUTH
FLUOR FLUORESCENT SCHED SCHEDULE
FR FIRE RATED SC SOLID CORE
SECT SECTION
TURN F FLIRNISH IFURMSHINGS SIMILAR
GA GAUGE SPEC SPECIFICATION
GALV GALVANIZED SQ SQUARE
GD GARBAGE DISPOSAL STD STANDARD
I GLASSIGLAZING SR STEEL GWB GYPSUM WALL BOARD STOR STORAGE
HC HOLLOW CORE SINSP SUSPENDED
HOW HARDWARE TEL TELEPHONE
HM HOLLOV{ METAL TYP TYPICAL
E
HT HEIGHT � E TILE
HNVaC HEATING, VVENTILATING. VWYLCOilPOS
AIR CONDITIONING VERT VERTICAL
IN INCH W WEST
INCL INCLUDE WI WITH
4NSU. INSULATION W/O WITHOUT
LINT INTERIOR D WALLCOVER.`'G
WD '"°°°�
JT .SOOT W
WS8F WASHINGTON STATE BARRIER FREE
1 � 1 ,� `
�•
r �
BLVD.
)�
t
`\
A� V
(1 G
n
'r '
SOUTH C
CORPORATE
B UILDING
360 ANDOVER
TU K WI LA, WA
PARK
98188
8
WEST
ri
�
STRAWI
/
oia
; ►` r]: '
i
• • •
IS
.....r. '.'
(7
�i
K�
'I
>-
Ill
X
o
AREA OF WORK -
- ,--. .
1 ,_ ^ ,
\
L ,
- ,
MINKLFR
Ir
SITE
4 ,_,
n &
I
I r !
MIDLAN
`
` c• MIDLAND Dom.
IMAM!!
u
7 _
'
�/
V
NORTH
NORTH
1
I LIGHTING AND CEILING NOTES
2
I VICINITY MAP NTS
3
SITE PLAN NTS
2
J
1 1 1 I I I
T [�tIHJ
9'
I i I I
II EXISTING INS 7-0' x 4'-0' RECESSED FLUORESCENT LIGHT FIXTURE TO REMAIN
RELOCATED BIS 70 x4'-0' RECESSED FLUORESCENT LiGHT FIXTURE
- - - - 1 E XISTING En 7-0' x 4'-0' RECESSED FLUORESCENT LIGHT FIXTURE TO BE REMOVED/RELOCATED
3/6 READ
• r , T
�' l' '
sTATE of w
I 1 I 9 t I;
= _ _
I
I I
'
I
I
I 1 I
I
_ _
r_ -' L `4 ;, a
1
-_.
04,
AREA OF WORK
RELOCATED 8/S 1'O x 4'-0' LIGHT FIXTURE
I
; '
___ - - - - j EXISTING WS 1'O x 7-0' L GHT FIXTURE TO BE REMOVED/RELOCATED
0 BIS EXIT SiGN (DIRECTIONAL WHERE SHOWN)
NEW WS SWITCH
ALL FIXTURES ARE 81S UNLESS NOTED OTHERWISE.
SEE LIGHTING CALCULATIONS FOR ENERGY USAGE AND WATTAGES_
�/
i
�/.
�
i
0
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`` �
�/ i /
/��
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C+� C� C
, 4 . -.
• -
. ".
xt
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, Y .TM
I
= <
•-
_ =
_ =
_= _
4
LIGHTING LEGEND NA
Marvin Ste ; �� sociates, LL
planning design
.
ip D SCOPE OF WORK •
2221 Fifth Avenue, Seattle, Washington 98121 (206) 441-1449
•
:;
•
71
- -
° - -A
NORTH PARTIAL FLOOR TENANT IMPROVEMENT ON THE FIRST FLOOR OF AN EXISTING OFFICE SPACE WHICH IS
5 I
ABBREVIATIONS
6 1 FIRST FLOOR - KEY PLAN
APPROXIMATELY 999 U.S.F. THE WORK CONSISTS OF DEMOLITION AND CONSTRUCTION OF PARTITIONS,
DOORS, OTHERFEJATLRES. MERE IS NO STRUCTURAL OR CORE AND SHELL WORK
DRAWN BY: XH JOB NO.: 99135.004
NTS
REVIEWED FOB:
CONTRACTOR SHALL PROVIDE ALL WORiC MIDMATERIAL MATERIALS N ACCORDANCE WITH APPLICABLE Cf TY. COUNTY,
STATE AND FEDERAL BU[aNG AND FIRE CODES
CONTRACTOR SHALL BE GOVERNED BY ALL COrDITHONS AS INDICATED N THE CONTRACT DRAWINGS Zi
SPECFICATIONS.
CONTRACTOR SHAD. VISIT JOB SITE AND VERIFY ALL FELD DWIENSIONS AND COND DONS AND NOTIFY MS&A OF
CONTRACTOR
CONTRACTOR
CONSTRUCTION TYPE: TYPE V-8
COMPLIA�NCi=
CHECKED BY: WJS DATE: 03/22/07
SPRINKLERS: SPRNNKLERED
A PPROVE D
%NRTICAL MARE HANGER-NO. 12 GAUGE fp 4•�
O.C_ OR NO. 10 GAUGE S-0' O.C. ALONG EACH
SCALE: AS NOTED
.11111*
gl.;,,,,:il!
45'
`j
1 111
V'
A
, WIN LIMNER
HEAVY GAIL WIRE
CONSTRUCTION DOCUMENTS. i+�CESSAHtY OEMOUiION REQUIRED TO COMPLETE THE WORK AS DESCRIBED ON
OCCUPANCY: B - OFFICE
1 1 2801 1
; ,
RENSIONS/ISSUANCE:
SHALL PROTECT ALL DUSTING FINISHES AND AASSEM ES NOT BEING REMOVED OR ALTERED DURING
AREA OF WORK: 999 SF
�i of TuI(IM1:�
w 11CAL STRUT AI 1r-0r EACH t ECuON
IT
FASTENED TO WA RUNNER AND CUT TIGHT TO
STRUCTURE ABOVE. HELD W PLACE BY VERTICAL
i WIRE HANGER AND HEAVY GAUGE tWJ E PIN.
NO.
REVISIONS INDICATED THUS A
DATE
SHALL PROVIDE NEW FRAMING AND FINISHES Miff ARE FLUSH. CONSISTENT AND N ALIGNWENT WITH PARCEL. ID: 51. 0599163
T� �'' ' -' . I
I LNG D � :. :
ANY DISCREPANCIES BEFORE PROCEEDING WITH 11IORRK
CONTRACTOR SHALL OBTAIN ALL PERMITS AND APPROVALS.
8i5 VIDICAT ENTS. IF NOT SR' NT& F NOT SPP E IF D. CONTRACTOR SHALL SEE ADJACENT S AS PROVIDED BY LANDLORD AS DRAWN D4T S R SPECIFIED IN IURGING
CONTRACT OOCIAIPACES FOR EXISTING
DES
F
WALLS AND CEr1.NGS TO BE INDEPENDENTLY SUPPORTED SEISMIC CONDITIONS.
ALL MECHANICAL, ELECTRICAL, PUIIINING, FIRE ALARM AND SP[iIIQER AND SECURITY DESIGN SHALL
PERFORMED BY THE CONTRACTOR.
ALL FURNITURE DESIGN SHOWN ON PEAKS IS SCHEMATIC ONNLYMD NOT N CONTRACT, UNO. TENANT'S
FURNITURE VENDOR SHALL FIELD VelI Y PREMISE FOR LAYOUT CONFIGURATION AND CLEARANCES.
ALL VOICE/DATAAND CABLING DESEGM SHOWN ON PLANS $ SCHEMATIC ONLY MD NOT IN CONTRACT, LINO
TENANTS CAS NG VENOOR SHALL VERIFY TENANTS REQUIREMENTS AND FIELD CONDITIONS. THE
CONTRACTOR SHALL PROVIDE ROUGH.N AS NOTED, COORDINATION AND 9pfDIJU NG FOR THIS PORTION OF
TIE WORK
THE FOLLOWING DRAWINGS ARE BASED ON ELECTRONIC INFORMA11ON DERIVED FROM A WAIBER OF
90URCES. NIKE DEBIED RLLiAfLE MS&ACNRIOT BE HELD RESPONSIBLE FOR INFORM AT1ON FROM OTHERS
NOT FIELD VHRFMHX OR WHICH HAS BEEN /ALTERED BY OTHERS.
OUSTING
FRAM
CONTRACTOR
8E
CONTRACTOR
ADJACENT
TIE
LOCATED
CHANGES
CONTRACTOR
BUILDI
CONTRACTOR
WALL
CONDITIONS. N THE EVENT OF FRAMING SIZE DIFFERENCES, THE CONTRACTOR SHSHAM FiIRR OR ADJUST THE
NIG AS REQUIRED FOR PROPER ALIGNMENT.
l EGAI. DESCRIPTION :
HEAVY Y MAIN RUNNER AT 4'-0' O.C.
! �
% ��
SHALL VERIFY ROAM FRATANG SIZE REOURIED FOR CTRNCAL, NYECHIANICAI. AND PLUMBING FEATURES
INSTALLED BY AND A ADJUST THE FRMBHK` AOO ELECT Y. ALL THAT CERTAIN REAL PROPERTY SITUATED IN THE CiTY OF 1UKWI A . COUNTY OF KING STATE OF
WASHINGTON, BEING A PORTION OF THE EAST 12 OF THE NORTHWEST 114 OF THE SOUTHEAST 114 OF SEC.
T23N, R4E, WM
SHAM PATCH TO HATCH Mt PREPARE FOR FINI AT ALL LOCATIONS WHERE DOSING ASSES ARE 26 AND BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: BEGWING AT THE
TO DEMOUSHED OR ALTERED ASSEMBLES. A CT 1 OF THE NORTHERLY LINE OF SND SOUTHEAST 1X4 WITH THE WAESTERLY MARGIN OF
ANDOVER PARK WEST 59TH AVENUE ( SOUTH), DISTANT ALONG SAID NORTHERLY UNNE NIV0542'W 136934
SCOPE OF WORK SWILL INCLUDE BOTH SIDES OF ALL NEW ASSUMES DEPICTED ON THE DRAWINGS EVEN WHEN FEET FROM THE NORTHWEST CORNER OF SAID SOUTH- EAST QUARTER THENCE FROM SAID PONT OF
IN AN ADJACENT LEASE SPACE NO PART OF THE WORK IS To BE DEFT UNFINISHED U.N.O. BEGINNING ALOND SAID WESTERLY MARGIN S01•4729WV 451.30 FEET; THENCE LEAVING SAID WESTERLY
IAARGN TANGENT TO THE PRECEDING COURSE ALONG THE ARC OF A CURVE TO THE RIGUF HAVING A
TO SPECIFICATiONS CAN BE WOE F APPROVED BY USK THE BUILDING MANAGEMENT MID THE TENANT. RADIUS OF 50.00 FEET AND A CENTRAL OHIO OF 90'649''. AN ARC LENGTH OF 78.64 FEET TO A POINT ON A
LINE THAT IS PARALLEL TO AND 50140 SOUTHERLY OF TIE NORTHERLY LINE OF SAD SOUTHEAST 114;
SHWA SUPPLY ALL RE-OUSIED AWCTION BOXES, COVERS MD ACCESS DOORS AS NECESSARY_ VERFY THENCE ALONG SAID PARALLEL LINE N08'OS42 W 1730.90 FEET TO A POINT ON A LNE THAT IS PARALLEL WITH
' AND 261.00 FEET WESTERLY OF ME EAST LINE F SAID EAST la THENCE ALONG LAST SAID PARALLEL LNE
THENCE ALONG LAST SAID NIW47'29"E 136.00 FEET TO A POINT ON A LINE THAT IS PARALLEL TO AND 366.40 FEET SOUTHERLY OF THE
SWILL OONFRV TYPE AIM LOCATION OF ARE EXTINGUISHERS TCR S CABINETS WITH THE GOVERNING NORTHERLY LINE OF SAID SOUTHEAST 111; D PARALLEL LNE SWO5'47E 37.50 FEET
AIOLIii EDCOEFIZE INSTALLATION.
EXi01DElEHi�S IKIT SPECIFIED ON REQUIRED BYL'ODEDWIW9VGS, CONTRACTOR SILALL PROVIDE THE MCI NUMBER OF TO A POINT ON A LNE THAT IS PARALLEL TO MIND 223.50 FEET WESTERLY OF THE EAST LINE OF SAID EAST
1/4 TiFENCE ALONG LAST SAID PARALLEL LINE NN01 100.00 FEET TO A POINT ON A LIE THAT IS
PARALLEL TOAD 266.40 FEET SOUTHERLY OF THE NORTHERLY LNE OF SAID SOUTHEAST wt. THENCE
ALONG LAST SAID PARALLEL LINE N88`OS47W 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 la THENCE ALONG LAST SAD PARALLR. EWE
N01'472TE 266 =40 FEET TO POINT ON THE NORTHERLY LINE OF SAID SOUTHEAST 114; THENCE ALONG SAID
VERTICAL STRUT FASTENED TO WAN RUNNER
CROSS TER
•
INSTALLATION:
i6TM.L PER INTERNATIONAL BUXOM CODE SECTION 803.9:1.1. AND 1621.1 'SUSPENDED ACOUSTICAL CEILINGS ASCE 7-02.
SLJSPEiNCE0 CEILING SUPPORT DATA:
1111) S 4
MVP 111/
LATEEPJAL SUPPORT SHALL BE PROVIDED BY FOUR WIRES OF MK 12 U.S. GAUGE SPLAYED N FOUR
DIRECTIONS, 90 DEGREES APART AND CONNECTED TO THE MAN RUNNER I THHIN 7 OF THE CROSS I
R AND TO THE STRUCTURE ABOVE AT AN ANGLE NOT EXCEEDING 45 DEGREES FROM THE PLANE OF
RUNFE AN
THE CLUNG. THESE LATERAL SUPPORTS SHALL BE PLACED 17.0' 0.C. N EACH DIRECTION. WITH THE
FIRST POINT WITHIN 4'0 FROM EACH WALL
PROVIDE LATERAL BRACING AT AU. CLING AREAS GREATER THEN 144 SF SIJRROUNUED BY WALLS THAT
CONNECT DIRECTLY TO STRUCTURE ABOVE
VERTICAL SUPPORTS SHALL BE NO. 8 U.S. GAUGE WIRE TO SUPPORT A MIX 16 SQ. FT. OF CEA NG AND
SADDLE - TED AROUND MAIN RUNNERS. PER 2003 IBC SECTION 804.0.1.1. CROSS RUNNERS ATTACHED TO
MAIN RIRRERS BY SADDLE TYING WITH ONE STRAND NO. 16 U.S. GAUGE TE WIRE. OR APPROVE )
EQUIVAL ENT. PER 2003 IBC SECTION 8019.1.1. DISCONTiMIOUS ENDS OF CROSS-RUNNERS AND MAN
RIMERS TO BE VERTICALLY SUPPORTED WITHIN 8' OF SUCH DISCONTNUTIES AS MAY OCCUR WHERE
CEILING IS INTERRUPTED BY A WALL
CEILINGS OVER 2500 SF MUST HAVE SEISMIC SEPARATION JOINTS OR FILL HT PINS THAT BREAKS TIE
CLUNG UP WTO AREAS NOT EXCEEDING 2500 SF.
FOR CELiNGS WO RIGID BETA G. SPRINKLER IEJADS AND OTHER PENETRATIONS SHALL HAVE A 2 IN.
OVERSIZE RING. SLEEVE. OR ADAPTER TIROUGH TIE CEUNG TOLE TO ALLEAV FOR FREEE 1101, T OF AT
LEAST 1 IN PI AU. A HORIZONTAL DIRECTIONS: OR. SPRINKLER HEAD EXTENSION TO HAVE A SWING JOINT
THAT CAN ACCOM MODIA,TEE 1 N OF CEUJiG MOVEMENT N ALL HORIZONTAL OMRECTIONS.
CHANGES N CEILING G PL ELEVATION SHALL BE PROVIDED WITH POSITIVE BRACING.
CABLE TRAYS AND ELECTRICAL CONDUITS SHALL BE SUPPORTED IYYOF TIE CQ.Ca�.
CONTECONTRACTOR SHALL VERfYY LATERAL BRACING AT DOSING CUM GEi>Od, E TO DETAI S
.
NOTES
'
THE CONTRACTOR SHALL COORDINATE WITH THE BURLING MANAGEMENT ON CONSTRUCTION HOURS,
PROCEOURESNID METHODS ALLOWABLE N THINS BUILDR4.
7
CONSTRUCTI 0 N NOTES NORTHERLY 477 206.00 FEET TO THE PONT OF BEGiWNG AND CONTAINING 240E ACRES OF
LAND MORE OR LESS.
THERE SHALL BE 47 CLEAR SPACE IN FRONT OF THE PANEL SIDE OF VAV. BOXES.
F LIGHTING LAYOUT CREATES A CONFLICT, NOTIFY USDA PRIOR TO ANY
INSTALLATION. DRS IN TO INSURE NO REID REVISIONS WILL BE REQUIRED.
CONTRACTOR TO UPGRADE SESWC BRACING AS REQUIRED AT DOSING CEILNG.
TO FED VERIFY ALL amens N DOSING SING ON P[AN
NOFEaDVEI CARON AAS B�IPER DBYIISM
DOORS & HARDWARE SHAD. BE REUSED, RELOCATED OR NEW BASED ON AVALABLITY
MD SUTEAi3Im_
ALL HARDWARE SWAB BE TENANT STACOMMONS. J FRISK MATCH EOSTIICOMMONS. S_
TI-1
Ti-IA
TI
Tl-3
APPLICABLE CODES:
TENANT:
PUBLIC AMENITIES
(TENANT SUITE)
INTERNATIONAL B1*.DING CODE. 2003 EDITION, AS ADOPTED BY THE STATE OF WASHINGTON.
INTERNATIONAL ARE CODE, 2003 EDITION. AS ADOPTED BY TIE STATE OF WASHIGTON.
ACC A117.1.2003 BRION.
COVER SHEET & DETAILS. WASHINGTON STATE ENERGY COOE (COSEC). WPC 5141
DETAILS & ELEVATIONS
DEMOLITION PLAN & CONSTRUCTION PLAN
REFLECTED CEILING PLAN
ELECTRiCALKAMMUNiCATiONS
_ ...
WASHINGTON STATE VE NTIATON AND INDOOR AR QUAUiY CODE (WSVIND)
PROJECT DIRECTORY • FILECDP Y
SET
BUILDING REPRESENTATIVE Rio.
MIE3NIWEITIER PARTNERS LIC
2N0 a sEHECA BUM gn 1NTew 2�,prv1� k St�OCt (p
119121DAVE APP WWF d c � - strur� ion documents x. "1pFyal
SUITE 1590 ; yip`wb'0!1 G` :.. :� iboe�,�ad p7d
a E.:.::; c:r, F.-4 -
(FAIL) e►
sT ET nT�E: c�T YO LI VE D
FIRST FLOOR _ "R J 70 (17
7 .rL; �! r`� A A --- r
..; -
COVER SHEET &DETAILS
••••
I ((
_
• `� - - '
SEPARATE PERMIT
REQUIRED FOR:
.. _
t = - -'. z!
a r•
Q S F : -
t • - .
/ ■�{�� �� M0 ! ��}} C s.. . l/� �
BuJ W:N 3 J� 1 •. ./1CH
CA
8
GENERAL NOTES Na
cONT
� I IGT:T: A SLANATN JOEL P.
°t 9/Z/0
•
, , � r' Q -
j: = -Ex N E�1i)I : - - .
L . : _• - ' t.
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• _ :;
: e Rev _ ...
�� • •- _` _:..a-
_ - 1 fe%.
"'""''sie`"' N"D A°C`1`` �
TH AVE. ay of lidcwila
S SEATTEATTLE, WASHINGTON 973121 D1VJ$ioli�
OONTIUCt BOLL 50�90N
TEL ( 441-1449
FATC Dos) 4414361
WAIL h'�������
OF
1. CONTRACTOR SHALL VERFY LATERAL BRACING AT EXISTING MING GRID a UPGRADE TO CURRE Y!
CODES AS NECESSARY.
2 POWER OMEN EI ERS SIM. NOT BE USED FOR TENSION LOADS AIPPIICAT1OF4S.
PO
3 THE GRID SHALL BE ATTACHED AT TWHLJ T WAILS.
ADJACENT
FtEPROOUCIION, AALTERAAMI% DR PUBLICAN: VT OF MS
CANK .TAT �� BY ` � {
OF "° 'T MIL COP BY
TBD
9
SUSPEN DED CEILING SUPPORT DATA �
10
0
USED N�
11
LIST OF DRAWINGS NA 12
PROJECT INFORMATION/DIRECTORY
OF
•
•
•
•
•
•
•
3
s •
(2) #10 SCREWS
118' BLACK FOAM TAPE
HOLD BACK 1(4' FROM
EDGE OF TRACK.
�c[IItit Kin I(t W iMN /ARKSIIHp IV
REVEAL (PAINT BLACK) OR
MATCH EXISTING.
CONTINUOUS CEILING GRID - DO
I NOT CUT.
LATERAL BRACING TENANT WALLS (NO CASEWORK)
V Mx a' euuc e i t c x o tt x 6114X x IM AX r rwc
i •
SUSPENDED CEILING.
NOTES:
1. LATERAL BRACING IS TO BE INSTALLED ON TENANT PARTITIONS AT 8 FT. O.C. EXCEPT AT INTERSECTIONS
WITH WALLS AT LEAST 4 FT. LONG.
(PER TYP. PART. PLAN)
2 TEMPORARY ATTACHMENT OF PARTITION TOP TRACK TO THE GRID IS PERMITTED TO ALIGN AND SET THE
WALL UNTO PERMANENT BRACING IS PROVIDED. REMOVAL OF THE TEMPORARY HOLDING SCREWS IS UP
TO THE DISCRETION OF THE SPECIFIC LOCAL BUILDING OFFICIAL. CONTRACTOR TO VERIFY.
3. PROVIDE BRACING AT ANY PERMANENTLY PARTITION THAT IS NOT ATTACHED TO CEILING GRID.
I PARTITION HEAD BRACING DETAIL
ATLEVATION
EXISTING GLASS (dj BLDG .
PERIMETER WALL
4' BACKSLASH
BIS 24' DEEP PLAM
LOWER CABS. WITH DOORS,
DRAWER. (1) ADJ. SHELF, 4' TOE
KICK. 25° DEEP • ., 11 .,
NTS
2112'X25 GA. SR. STUDS @ 24'
O.C. WI 518' GWB, TYPE'X', EACH
SIDE.
LATERAL BRACING PER
DETAIL ABOVE (TYP.)
•
METAL STUDS STAGGERED @ E O'
O.C. FOR ALL UNBRACED Si RAIGHT
RUNS OF WALL OVER 17-0'.
ATTACH TO STRUCTURE ABOVE WI
HILTI POWER DRIVEN FASTENER
314' DIiN.
101 NOT USED .0
FASTEN PARTITION
HEAD TO CEILING
GRID ON WALL RUNS
LESS THAN 17-0'
AT CORRIDOR, DEMISING
AND SOUND PARTITIONS,
PROVIDE 4'.0" WIDE
ACOUSTIC BATT INSULATION
CENTERED OVER PARTITION
ABOVE HUNG CEILING.
REVEAL (PAINT MANOR
MATCH EXISTING.
118' BLACK FOAM TAPE HOLD
BACK 114' FROM EDGE OF
TRACK
PROVIDE ACOUSTIC BATT
INSULATION BETWEEN STUDS.
COVE BASE AS SCHEDULE
11 I NOT USED
- - - - - . BIS TENANT INTERIOR PARTITION.
BIS TENANT DEMISING PARTITION.
B/S STANDARD PARTITION
/
■ ` -r
Nv N17
/
/
A
/
/
O
/
/
•
I
1 I 12 EQ.
114' NON -COMB. WD FILLER UNDER
MAIN RUNNERS
SEISMIC BRACING PER DETAIL C.
CONTINUOUS CEILING GRID .
DO NOT CUT.
LINE OF CEILING GRID BEYOND, SEE
R.C.P.
CONT. i' METAL TRIM W/ PAPER WING
CONT. 2112' x 1 114' 25 GA TRACK WI (2)
#10 SCREWS @ 24' O.C.
518' NON -COMB. PLYWOOD BLOCKING
WALL HUNG ITEMS (WHERE
APPLICABLE - REFER TO DRAWING
PLANS)
ALTERNATE #1 FOR BLOCKING:
20' WIDE GALV. SHEET METAL @ +40'
FROM FLOOR TO BOTTOM (IN LIEU OF
WOOD BLOCKING)
HEAD SECTION
21/2" x 25 GA GALV. STEEL STUD @
24' O.C. WITH 518' TYPE IC GWB EACH
SIDE.
PLAN VIEW
518' GWB, TYPE IC EACH SIDE, TYP.
CONT. 25 GA. GALV. STEEL RUNNER
CHANNEL - ANCHOR TO FLOOR AS
REM.
COVE BASE AS SCHEDULE
BASE SECTION
NTS
air = 1-o-
EXISTING BIS CORRIDOR PARTITION TO REMAIN.
NEW B/S CORRIDOR PARTITION - PER SEPARATE PERMIT
EXISTING B/S CONSTRUCTION TO REMAIN.
BIS DEMISING PARTITION.
EXISTING CONSTRUCTION TO BE DEMOLISHED.
NEW BIS TENANT INTERIOR PARTITION: 2112' METAL STUDS WITH 518' TYPE x GM)
EACH SIDE FROM FLOOR TO UNDERSIDE OF HUNG CEILING. SEE DETAIL 4111 -1A.
NEW 3'-0' WIDE B/S FULL HEIGHT RELITE: FULL HT. N B/S WOOD FRAME WITH SAFETY
GLASS AS REQUIRED.
C BIS 45 MINUTE RATED RELITE FRAME /ASSEMBLY
CONSTRUCTION LEGEND
6' UNLESS
OTHERWISE
NOTED
DOOR NUMBER
TYPE OF DOOR
A BIS 3'-0r WIDE X FULL HEIGHT S.C. WOOD DOOR &
BIS FRAME. MATCH EXISTING CONDITIONS.
8 NOT USED
NA 172I NOT USED
B. BIS 3'-0r x FULL HEIGHT S.C. 20 MINUTE RATED
WOOD DOOR AND FRAME ASSEMBLY. MATCH
EXISTING CONDITIONS. REUSE EXISTING DOOR
AND FRAME AS POSSBLE.
- HARDWARE
a. BIS LATCHSET
b. BIS LOCKSET & CLOSER
® DENOTES EXISTING DOOR
DOOR SCHEDULE
•
•
NA
NA
0
KO
E
NEW BIS WALL MOUNTED DUPLEX ELECTRICAL OUTLET.
EXITING, U.N.O. BIS WALL MOUNTED FOURPLEX ELECTRICAL OUTLET.
NEW BIS WALL MOUNTED COMBINATION VOI EIDATA OUTLET.
NEW BIS WALL MOUNTED DEDICATED DUPLEX ELECTRICAL OUTLET.
EXITING BLANK FACE PLATE.
EXITING.
NOTES:
ALL OUTLETS TO BE MOUNTED 15' AF.F. - TO BOTTOM OF OUTLET PER W.S.B.F. REQUIREMENTS U.N.O.
ALL DATA & COMMUNICATION LINES TO BE ROUGH -IN ONLY (MUD RING WI PULL WIRE).
I ELECTRICAL /COMMUNICATIONS LEGEND NTS
SECTION
9 I NOT USED
731 NOT USED
f
PERIMETER WALL OF BLDG.
EXIST. GLASS
4' BACKPLASH
REVIEWED
CODE COMPLIANCE
APPROVED
tea i `- nol
City Of'Tukwila
Rr ING1 N�S� Cy
314' = 1' -Q'
0
NA
SOUTH CENTER
CORPORATE SQUARE
BUILDING 8
TENANT:
360 ANDOVER PARK WEST
TUKWILA, WA 98188
Marvin Ste sociates, LLC
planning v design
2221 Fifth Avenue, Seattle, Washington 98121 (2061441 -1449
DRAWN BY: XH JOB NO.: 99135.004
CHECKED BY: WJS DATE: 03/22/07
REVISIONS/ISSUANCE:
NO. REVISIONS INDICATED THUS A
SHEET TITLE:
FIRST FLOOR
RFPROOUC110NN, ALTERAPON OR PUBEJCAUCN OF THIS
DRAW, WITHOUT EGRESS PER!#S9QN BY YSA, IS A
VIO N OF FEDERM. COnaGHT 1*1. alotRi(IT BY
IsSkA 2007.
SCALE: AS NOTED
PUBLIC AMENITIES
(TENANT SUITE)
DATE
DETAILS & ELEVATIONS
CF 4
RECEIVED
CRY OV 11taji LA
MAR 2 4 re
TI -1A
t •
•
•
p =
1 I
N.
1
SCALE: 1/8
•
0
0 5' 10'
rLrLlL—I
20'
0
DEMOLITION PLAN
NORTH
30'
i
1
•
•
CONSTRUCTION PLAN
SCALE: 1l& =1'-O'
O 5' 10'
rLl1d'I-1
CONSTRUCTION KEY NOTES:
O THE NEW OO SNG PARHI11CN PER SEPARATE PEW_ ooNIRPCTOR TO PR WCE Firms 0 TENANT SIDE AS RUMMY.
® TIE NBV CORRIDOR PARTITION PER SEPARATE Pew. CONTRACTOR TO PROVIDE PUSHES a TENANT SIDE AS NECESSARY_
O
RECEPTION DES( PROVDEDSYOTI:ERS_
O DOSING Ea IPIENT tAYOUT TO REHM - VERFYWITHTENANT.
GENERAL CONSTRUCTION NOTES:
I. MATE HE BUMMER BY CODE - VERIFY WITH MOM INF•VENENTa
•
20'
NOM
30'
PUBLIC CORRIDOR
REVIEWED FOR R ;
CODE COMPLIANCE
APPROVED
APR 1 1 2007
City Of Tuk' M!i;
» W NG
•
•
NO.
SOUTH CENTER
CORPORATE SQUARE
BUILDING 8
360 ANDOVER PARK WEST
TUKWILA, WA 98188
Marvin Stesociates, LLC
Lanni design
� �
2221 Fifth Avenue, Seattle, Washington 98121 (2061441 -1449
DRAWN BY: XH JOB NO.: 99135.004
CHECKED BY: WJS DATE: 03/22/07
REVISIONS/ISSUANCE:
REVISIONS INDICATED THUS A
TENANT:
SHEET TITLE:
PUBLIC AMENITIES
(TENANT SUITE)
RFPROOUCTION, N.1ERATiOM OR PUMICA1I N OF MS
mum 18THOUT E) SS PIERVIS9ON BY 11S&d♦ IS A
MOUTON OF F COPYRIGHT LAW COMMIT BY
VVSArA 2007.
SCALE: AS NOTED
DATE
FIRST FLOOR
DEMOLITION PLAN &
CONSTRUCTION PLAN
CIIY OFTHic .itA
7
PE91AFICv- +
TI -2
OF 4
,
a
OONDIDON*
105
11041
103
102
GENERAL LIGHTING NOTES:
SCALE: 1(8 -.1' -O'
0 5' 10'
Ilnrionommomi
1. ALL ASPECTS OF TIE DESIGN & CONSTRUCTION OF THE HYI YC SWILL 8E PERFOFOEO BY THE CONTRACTOR.
2. REA1IT SMTOHNG OF DOSING UGHTNG AS NECESSARY TO COMPLY WITH NEW UGHi01G LAYOUT.
1 CONTRACTOR TOREfl1OVEAVYOOSING LIGHT FUTURES NOT SHOWN ONE PLAN.
4. CONTRACTOR SHALL VERIFY LATERAL BRAG iG fa EXISTNG CEkNG GRO 8 UPGRADE TO CLANENT 000ESAS
NECESSARY.
S. ONLY NEW SNITCHES ARE SHOW
6. REUSE EXIT S1 SASPOSSIBLE
7. REPLACE ALL OANAuGEO OR DISCOLORED CEIIYG TIES AND BRING TIE S CEILAG UP TO - LICE NEW
20'
REFLECTED CEILING PLAN
NORTH
30'
TOTALS
11
LIGHTING CALCULATIONS
2kr RECESSED FIXTURES.
96 WATTSlEAFIXfl1RES.
114• RECESSED FUMES_
MONO
11
2
13
PERCENTAGE OF ALTERATION
7
RELOCATE0 :13 EXSTING FIXTURES 100 % = 519%
DOST. TO
RE/41M! IN
PLACE
6
0
6
EXIST. TO BE
RELOCATED
SUIA MARY
THERE IS NOOKYGEaWATINSE. PERCENTAGE OF MARANONLS LESS TWI460%
5
2
7
EXIST. TO BE
REMOVED
0
0
0
NEW
0
0
0
105
1 1041-
102
ELEC./COMMUNICATION PLAN
SCALE: U8' =1'-O'
0 5' 10'
•
20'
NORM
30'
GENERAL ELEC./ COMMUNICATION NOTES:
1. REUSE OPEOIG AT BANK FACE PACES (BFP) AS POSSIBLE
2 CON1RN TOR TO REMOVE ANY DOSING ELECJCOIuU 1CATIONS OUTLETS NOT SHOWN ON PLAN, PATCH &
FINISH TO PATCH DOSING CONDITIONS.
REVIEWED FOR
CODE COMPLIANCE
APPROVED
City Of Tukwila • ;
ILD NG DP!1 . •
APR 1 1 2001
•
SOUTH CENTER
CORPORATE SQUARE
BUILDING 8
REVISIONS/1SSUANCE:
TENANT:
SHEET TULE:
360 ANDOVER PARK WEST
TUKWILA, WA 98188
Marvin Ste sociates, LLC
planning v design
2221 Fifth Avenue, Seattle, Washington 98121 (2061441 -1449
DRAWN BY: XH JOB NO.: 99135.004
CHECKED BY: WJS DATE: 03/22/07
REVISIONS INDICATED THUS A
PUBLIC AMENITIES
(TENANT SUITE)
FIRST FLOOR
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