HomeMy WebLinkAboutPermit D13-303 - WASHINGTON AUDIOLOGY - TENANT IMPROVEMENTWASHINGTON
AUDIOLOGY
635 ANDOVER PK W
D13-303
City oilii'ukwila
•
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.: 2623049143
Address: 635 ANDOVER PK W TUKW
Suite No:
Project Name: WASHINGTON AUDIOLOGY
DEVELOPMENT PERMIT
Permit Number: D13-303
Issue Date: 10/10/2013
Permit Expires On: 04/08/2014
Owner:
Name: SOUTHCENTER CORPORATE SQUARE
Address: 150 CALIFORNIA ST , SAN FRANCISCO CA 94111
Contact Person:
Name: SHANNON MILLER
Address: 635 ANDOVER PK W, SUITE 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:
Address:
Phone: 206-575-3080
Phone: 206 775-9400
Expiration Date: 07/01/2014
DESCRIPTION OF WORK:
NEW TENANT: TENANT IMPROVEMENT TO THE 1ST FLOOR SUITES FOR OFFICE USE TO INCLUDE THE DEMOLITION OF
EXISTING PARTITIONS AS WELL AS ADDITION OF NEW PARTITIONS, DOORS, RELITES AND NEW FEATURES.
Value of Construction: $25,000.00 Fees Collected: $962.00
Type of Fire Protection: SPRINKLERS/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**
doc: IBC -7/10
D13-303 Printed: 10-10-2013
Public Works Activities:
Channelization / Striping: N
Curb Cut / Access / Sidewalk / CSS: N
Fire Loop Hydrant:
Flood Control Zone:
Hauling:
Land Altering:
Landscape Irrigation:
Moving Oversize Load:
N Number: 0
N
Start Time:
Volumes: Cut 0 c.y.
Size (Inches): 0
End Time:
Fill 0 c.y.
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: Date:
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. C'�'V v �n/�/j n
Signature: ��" ,�V' 1V `-V/� ' i `� Date: 1 O 01 1 3
Print Name:
9AO1y law\ N, ►tel I SLet/
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.
doc: IBC -7/10
D13-303 Printed: 10-10-2013
7: All construction shall be done in conform with the approved plans and the requirem of the International
Building Code or International Residential C International Mechanical Code, Washingto�te Energy Code.
8: 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.
9: All plumbing and gas piping work shall be inspected and approved under a separate permit issued by the City of Tukwila
Building Department (206-431-3670).
10: All electrical work shall be inspected and approved under a separate permit issued by the City of Tukwila Building
Department (206-431-3670).
11: VALIDITY OF PERMIT: The issuance or granting of a permit shall not be construed to be a permit for, or an approval of,
any violation of any of the provisions of the building code or of any other ordinances of the City of Tukwila. Permits
presuming to give authority to violate or cancel the provisions of the code or other ordinances of the City of Tukwila
shall not be valid. The issuance of a permit based on construction documents and other data shall not prevent the
Building Official from requiring the correction of errors in the construction documents and other data.
12: ***FIRE DEPARTMENT CONDITIONS***
13: The attached set of building plans have been reviewed by the Fire Prevention Bureau and are acceptable with the
following concerns:
14: 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)
15: 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)
16: 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)
17: 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)
18: 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)
19: 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)
20: 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)
21: Door handles, pulls, latches, locks and other operating devices on doors required to be accessible by Chapter 11 of the
International Building Code shall not require tight grasping, tight pinching or twisting of the wrist to operate. (IFC
1008.1.8.1)
22: Exit hardware and marking shall meet the requirements of the International Fire Code. (IFC Chapter 10)
23: 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)
24: 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
doc: IBC -7/10
D13-303 Printed: 10-10-2013
less than 0.375 inch (9.5 mm). Signs larger tha. e minimum established in section 1011.5.1 o International Fire
Code shall have letter widths, strokes and spa in proportion to their height. The word "E all 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)
25: 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)
26: 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)
27: 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)
28: 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)
29: 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)
30: 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).
31: 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)
32: 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)
33: An electrical permit from the City of Tukwila Building Department Permit Center (206-431-3670) is required for this
project.
34: All electrical work and equipment shall conform strictly to the standards of the National Electrical Code. (NFPA 70)
35: 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.
36: In order to provide you with the fastest police and fire protection under emergency conditions, please post your suite,
room or apartment number in a conspicuous place near the main entry door. (IFC 505.1)
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.
doc: IBC -7/10
D13-303 Printed: 10-10-2013
CITY OF TUh WILA
Community Development Department
Public Works Department
Permit Center
6300 Southcenter Blvd , Suite 10(1
Tukwila, 01-1 98188
http://www.TukwilaWA.gov
Building Permit No.] 13 .30
Project No.
Date Application Accepted: ()y,/.) 7/13
Date Application Expires: 0347// •
(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: t7"��� '1 n" c D v w ?011/ , jet
Tenant Name: MC01°�Y NOI I OI VJ
PROPERTY OWNER
1�,�r v/ �1
Name:�✓�UTt C`cl t e w� Qov to q�iciV€
Address: 4 1 0 ri vi"- -v cr. I (no
1 �S�ttate:
w Zip:go.IOI
City: Sett- le
CONTACT PERSON - person receiving all project
communication
NameTAVYW61 UI O V) I X11 VII 11 0.1 I Q
Address:u-,p,,n,.l,rvev pow W -10 1
�� Ikl t��GV
City: -T` 1 ii, /t State: 1-' f\ _ Zip:rp-)„I/}Q
►(i' j)\ "1^t
Fax: C.2,
Phone:(V-0%�//jV (cf
IW
Email: SWI11 I Q./I/poi✓nY N *.fe ' IJ II �' 1 • ► l
GENERAL CONTRACTOR INFORMATION',
Company Name:
Address:
Address: WOO001
6 Ve- e I 1:FCity:
geQ z
State:I A._Zipq�D ItogPhone,
__ C `
JJ`4-k I Fax:
City:
State:
Zip:
Phone:
Fax:
City:
State:
Contr Reg No.:
Phone:
Exp Date:
Tukwila Business License No.:
H:\Applications\Forms-Applications On Line\201 I Applications\Permit Application Revised - 8-9-1 I.docs
Revised: August 2011
bh
King Co Assessor's Tax No.: 2k22- 2 04 011-3
Suite Number: 1004- (1 1 Floor: Sfi
New Tenant: Yes C ..No
ARCHITECT OF RECORD
L��I,,,,..IA'
Company Name:1tAc1V Y I y 1 sr tv , \svv�� ����--
Architect Name: -Ev:1 v GD0oI el (
Address: WOO001
6 Ve- e I 1:FCity:
geQ z
State:I A._Zipq�D ItogPhone,
__ C `
JJ`4-k I Fax:
Email: �DC VII 1@ U v tikil 1SKI n oo 1
ENGINEER OF RECORD
Company Name:
Engineer Name:
Address:
City:
State:
Zip:
Phone:
Fax:
Email:
LENDER/BOND.ISSUED; (required for projects $5,000 or
greater per RCV✓ 19.27.095)
Name:
Address:
City:
State: Zip:
Page 1 of 4
•
•
BUILDING PERMIT INFORMATION —206-431-3670
Valuation of Project (contractor's bid price): $ 4'2,O' 4/7/V)11:P 0
Describe the scope of work (please provide detailed information):
Existing Building Valuation: $ \00, 000
-t.Wciv t '1 Y pvov eWnr,(2v►t -to-tune lsfi-fioov s6 s --fo✓ c Ice. uS-t
�-o-Ivndual e -11A -e donnatieh Q)6sti rn Ovns 7,4 ci cI t -t10 vl DE
v-evki mv-htions, d oovs,vecties v w4Cc -f- .
Will there be new rack storage? ❑ Yes ❑.. No If yes, a separate permit and plan submittal will be required.
Provide All Building Areas in Square Footage Below
Existing.
Interior Remodel"
Addition to
Existing
Structure,
New
Type of
Construction per
1BC
Type of
Occupancy per
IBC
'151 Floor
441 -to‘l-
e o4 -
Ino e
ribvT
V 1�
2nd Floor
3rd Floor is
Floors `' ` " thin
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? 0 Yes No If"yes", explain:
FIRE PROTECTION/HAZARDOUS MATERIALS:
.f Sprinklers .;71.. Automatic Fire Alarm ❑ None ❑ Other (specify)
Will there be storage or use of flammable, combustible or hazardous materials in the building? 0 Yes 0 No
If 'yes', attach list of materials and storage locations on a separate 8-1/2" x 11 " paper including quantities and Material Safety Data Sheets.
SEPTIC SYSTEM
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\Forms-Applications On Line\2011 Applications\Permit Application Revised - 0-9-I I.docc
Revised: August 2011
bh
Page 2 of 4
PUBLIC WORKS PERMIT INFORMATION — 206-433-0179
Scope of Work (please provide detailed information):
Call before you Dig: 811
Please refer to Public Works Bulletin #1 for fees and estimate sheet.
ter District
..Tukwila ❑ ... Water District #125
❑ ...Water Availability Provided
Se r District
...Tukwila ❑... Valley View ❑ .. Renton
❑ ...Sewer Use Certificate 12 ... Sewer Availability Provided
0 .. Highline
0 .. Renton
❑ .. Seattle
Septic System:
O On-site Septic System — For on-site septic system, provide 2 copies of a current septic design approved by King County Health Department.
Submitted with Application (mark boxes which apply):
0 ...Civil Plans (Maximum Paper Size — 22" x 34")
❑ ...Technical Information Report (Storm Drainage)
❑ ...Bond 0 .. Insurance 0 .. 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 0
Non Right-of-way 0
❑ ...Total Cut
❑ ...Total Fill
cubic yards
cubic yards
❑ .. Geotechnical Report
O .. Maintenance Agreement(s)
0 ...Traffic Impact Analysis
0 ...Hold Harmless — (SAO)
❑ ...Hold Harmless — (ROW)
❑ .. Right-of-way Use - Profit for less than 72 hours
❑ .. Right-of-way Use — Potential Disturbance
❑ .. Work in Flood Zone
❑ .. Storm Drainage
0 ...Sanitary Side Sewer 0 .. Abandon Septic Tank 0 .. Grease Interceptor
❑ ...Cap or Remove Utilities 0 .. Curb Cut 0 .. Channelization
0 ...Frontage Improvements 0 .. Pavement Cut ❑ .. Trench Excavation
❑ ...Traffic Control 0 .. Looped Fire Line ❑ .. Utility Undergrounding
❑ ...Backflow Prevention - Fire Protection
Irrigation
Domestic Water
❑ ...Permanent Water Meter Size... WO #
0 ...Temporary Water Meter Size .. WO #
❑ ...Water Only Meter Size WO # 0 ...Deduct Water Meter Size
O ...Sewer Main Extension Public 0 Private 0
O ...Water Main Extension Public 0 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\2011 Applications\Permit Application Revised - 8-9-11.docx
Revised: August 2011
bh
Page 3 of 4
PERMIT APPLICATION NOTES -
Value of Construction — In all cases, a value of construction amount should be entered by the applicant. This figure will be reviewed and is subject
to possible revision by the Permit Center to comply with current fee schedules.
Expiration of Plan Review — Applications for which no permit is issued within 180 days following the date of application shall expire by limitation.
The Building Official may grant one or more extensions of time for additional periods not exceeding 90 days each. The extension shall be
requested in writing and justifiable cause demonstrated. Section 105.3.2 International Building Code (current edition).
I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE UNDER
PENALTY OF PERJURY BY THE LAWS OF THE STATE OF WASHINGTON, AND I AM AUTHORIZED TO APPLY FOR THIS PERMIT.
BUILDING OWNER OR AUTHORIZED GENT:,
Signature: ` Date.
Print Name: 500 V ' O 1\1' 1" t\ WA/ Day Telephone: (20 ) S7t ~ wz,O
Mailing Address: �' '"� Mai ai OvQv poi VK vv -e6-1- 4- Iq --it/P/1;111 viI I arc iW
City State Zip
H:\Applications\Forms-Applications On Line\2011 Applications\Permit Application Revised - 8-9-1 I.docx
Revised: August 2011
bh
Page 4 of 4
1
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.Qov
Parcel No.: 2623049143
Address: 635 ANDOVER PK W TUKW
Suite No:
Applicant: WASHINGTON AUDIOLOGY
RECEIPT
Permit Number: D13-303
Status: PENDING
Applied Date: 09/27/2013
Issue Date:
Receipt No.: R13-02752
Initials:
User ID:
LAW
1632
Payment Amount: $962.00
Payment Date: 09/27/2013 11:28 AM
Balance: $0.00
Payee: SOUTHCENTER CORP SQUARE LLC
TRANSACTION LIST:
Type Method Descriptio Amount
Payment Check 5241 962.00
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: $962.00
580.30
377.20
4.50
Printed• n1-77-7013
INSPECTION NO.
INSPECTION RECORD
Retain a copy with permit 13 '3 Q-
PERMIT NO.
CITY OF TUKWILA BUILDING DIVISION
6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670
Permit Inspection Request Line (206) 431-2451
Pro'e ti
A Au
.�1.aC�
�
Typ of I ,spectiotZ
bu * % , N& AiA L
Add ess-
1x035 NNO over- v.1
Date Iled:
Gf ?._j /t G
Special Instructions:
'�
Date Wanted: `a.m.
11 - / Z -- /3 p:m.
Requester:
Phone No:
Approved per applicable codes.
Corrections required prior to approval.
COMMENTS:
n2ltit;Tco n.,�
Insp ctor:
Date
/
'.
n REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be
paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection.
INSPECTION NO.
INSPECTION RECORD
Retain a copy with permit
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:
W i'N t* ►
TG 3 AI li.1C
Type of Inspection: 1
L c1 Ev'i JJCci k4i+.N
Address:
35 A ki 6cJW R P lz (i...)r
Date Called: Z IN/C..,IN/C..,(o
Special Instructions:
'j 1111
Date Waned:
H14 -t-1 -3
m:
C,,n,_
Requester:
Phone No:
,gb6—S71 —I 0 31
Approved per applicable codes. Corrections required prior to approval.
COMMENTS:
Ins ector:
1/
d
IL -0.N1!
Date:
r� I
l•
n REINS E TION FEE REQUIRED. Prior to next inspection. fe(must be
paid at�¢3, 0 Southcenter Blvd.. Suite 100. Call to schedule reinspection.
INSPECTION RECORD
Retain a copy with permit ' 3 �3 03
INSPECTION NO. PERMIT NO.
CITY OF TUKWILA BUILDING DIVISION
6300 Southcenter BIvd., #100, Tukwila. WA 98188 (206) 431-3670
Permit Inspection Request Line (206) 431-2451
P o'e
WiA ii 14b t 0 La 6 y
Typc..of Inspection:
tr-AA,Ab
Add ess- .
.5' A OV er w
Date Called:
�-.-
Special Instructions:
II
' ar F4on
Date Wanted:
I0 �r'
—%3
p.m.
Requester:
l
Approved per applicable codes.
LJ Corrections required prior:toaapproval.
COMMENTS:.
c90uv 1
Inspector:
REINSPECTION FEE REQUIRED. or to next inspection. fee must be
paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection.
Datg:
INSPECTION NUMBER
INSPECTION RECORD
Reta n a copy with permit
DI3- 303
PERMIT NUMBERS
CITY OF TUKWILA FIRE DEPARTMENT
444 Andover Park East, Tukwila, Wa. 98188 206-575-4407
Project:
0A Av.d ( 0 1 c)
s---u'S
S
Fire Alarm:
Ty e of I spection:
,.
- I A -F f --
Address:
Suite #:
/
Permits:
Contact Person:
Special Instructions:ti
Phone No.:
'Approved per applicable codes.
Corrections required prior to approval.
COMMENTS:
C(puhet - (),C
Needs Shift Inspection:
Sprinklers:
Fire Alarm:
Hood & Duct:
Monitor:
Pre -Fire:
Permits:
Occupancy Type:
Inspector:
//
C ., Se-
Date: //// 7A5
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
PERMIT NUMBERS
CITY OF TUKWILA FIRE DEPARTMENT
444 Andover Park East, Tukwila, Wa. 98188 ? 206-575-4407
Project:
MIA �(() 67
Sprinklers:
Typein�s-pection:
'7 ,GV A L -
Address: 63.5""
Suite #:
Pre -Fire:
h/
Contact Person:
Special Instruc ions:
1
Phone No.:
RApproved per applicable codes.
Corrections required prior to approval.
COMMENTS:
SP -C-kx \kL -- 0
Needs Shift Inspection:
Sprinklers:
Fire Alarm:
Hood & Duct:
Monitor:
Pre -Fire:
Permits:
Occupancy Type:
Inspector: 66.,
5---L____
Date:
/ /.. /0/3
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:
Cite
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
3-9 2`t£s
PERMIT NUMBERS
CITY OF TUKWILA FIRE DEPARTMENT
444 Andover Park East, Tukwila, Wa. 98188 206-575-4407
Project:
W A 44 & aQ i vu. -4
Type of Inspection:
SP — Ca, Vel'
Address: ', 3-- - A PVA
Suite #: `Ip- 7
Contact Person:
Special Instructions:
Phone No.:
Approved per applicable codes.
Corrections required prior to approval.
COMMENTS:
Ole, -6 v a-tr-
Needs Shift Inspection:
Sprinklers:
Fire Alarm: .
Hood & Duct:
Monitor:
Pre -Fire:
Permits:
Occupancy Type:
Inspector: z
"4`3
Date: / e/ Z y// 3
Hrs.:
f
$100.00 REINSPECTION FEE REQUIRED. You will receive an invoice from
the City of Tukwila Finance Department. CaII to schedule a reinspection:
Billing Address
Attn:
Company Name:
Address:
City:
State:
Zip:
Word/Inspection. Record Form.Doc
6/11/10
T.F.D. Form F.P. 113
PERMIT COORD COPY.�
PLAN REVIEW/ROUTING SLIP
ACTIVITY NUMBER: D13-303 DATE: 09/27/13
PROJECT NAME: WASHINGTON AUDIOLOGY
SITE ADDRESS: 635 ANDOVER PK W
X Original Plan Submittal Response to Incomplete Letter #
Response to Correction Letter # Revision # after Permit Issued
DEPARTMENTS:
Building Division
37167 t9 11'
Public Works
Fire Prevention
Structural
mip f11 ®�
Planning Division
❑ Permit Coordinator ❑
DETERMINATION OF COMPLETENESS: (Tues., Thurs.) DUE DATE: 10/01/13
Complete Nt
Incomplete
Not Applicable
n
Comments:
Permit Center Use Only
INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED:
Departments determined incomplete: Bldg ❑ Fire ❑ Ping 0 PW 0 Staff Initials:
TUES/THURS ROUTING:
Please Route )4 Structural Review Required n No further Review Required ❑
REVIEWER'S INITIALS: DATE:
APPROVALS OR CORRECTIONS:
Approved ❑ Approved with Conditions ❑ Not Approved (attach comments)
Notation:
REVIEWER'S INITIALS:
DUE DATE: 10/29/13
DATE:
Permit Center Use Only
CORRECTION LETTER MAILED:
Departments issued corrections: Bldg 0 Fire 0 Ping 0 PW 0 Staff Initials:
Contractors or Tradespeople Per 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 0j:5(
Parent Company
o'\°\°4
icenses
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, BILL E
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
Page 1 of 2
Bond
Bond Company Name
Bond Account Number
Effective Date
Expiration Date
Cancel Date
Impaired Date
Bond Amount
Received Date
5
CBIC
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
& CASUALTY CO
BKA53228151
07/01/2010
07/01/2014
$1,000,000.00
06/19/2013
httns://fortress.wa. aov/lni/bbip/Print. aspx
10/10/2013
U
00
U
F -
(f)
•3
0
Cn
`o
T
0
0
0
1E
cn
co
c N
�o
•fir)
325I
L
o
_j
CIO
c I
o
ov
N V)
EXISTING
STRUCTURE
METAL CLIP
METAL STUDS STAGGERED @ 8'-0"
0.0. FOR ALL UNBRACED STRAIGHT
RUNS OF WALL OVER 12'-0". ATTACH
TO STRUCTURE ABOVE.
(2) #10 SCREWS
SCHEDULED CEILING TILE & GRID
8' MAX 8' MAX 8' MAX 8' MAX 8' MAX
OMIT BRACING AT WALL
LATERAL BRACING (STAGGERED) PER
DETAIL ABOVE (TYP.)
LATERAL WALL BRACING PLAN VIEW
NTS
8'MAX2'MAX
k�TO END
I , OF WALL
TOP OF WALL
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.
STANDARD HEAD BRACING
1/8" DIA. X 3" CONCRETE EYE SCREW TO
STRUCTURE (NO DRIVE PIN CONNECTION).
VERTICAL WIRE HANGER -NO. 12 GAUGE @
4'-0" 0.0. 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.
635 ANDOVER PARK W
EXISTING (2) STORY BUILDING
NO CHANGE IN BUILDING AREA
NO STRUCTURAL WORK
NO EXTERIOR WORK
NO CHANGE IN USE / OCCUPANCY
soar
NO $352
5£22x 5222 252
£225 MK
5,22
5£53 2222£
AREA OF WORK
SUITE 100
LONGEST COMMON PATH OF
EGRESS TRAVEL : 30' - 1"
EGRESS TRAVEL INFORMATION
COMMON PATH OF EGRESS TRAVEL
(SPRINKLERED) MAXIMUM DISTANCE = 100'
(PER SECTION 1014.3)
TRAVEL DISTANCE
(SPRINKLERED) MAXIMUM DISTANCE = 300'
(PER TABLE 1016.2)
OCCUPANT LOAD CALCULATION
OFFICE SQUARE FOOTAGE: 334 SQ. FT.
(1:100 PER TABLE 1004.1.2)
TOTAL OCCUPANTS ALLOWED = 4 OCCUPANTS
(1) EXIT(S) REQUIRED PER TABLE 1015.1;
(1) EXIT(S) PROVIDED
LONGEST COMMON PATH OF
EGRESS TRAVEL : 32' - 11"
AREA OF WORK
SUITE 111
EGRESS TRAVEL INFORMATION
COMMON PATH OF EGRESS TRAVEL
(SPRINKLERED) MAXIMUM DISTANCE =100'
(PER SECTION 1014.3)
TRAVEL DISTANCE
(SPRINKLERED) MAXIMUM DISTANCE = 300'
(PER TABLE 1016.2)
OCCUPANT LOAD CALCULATION
OFFICE SQUARE FOOTAGE: 3,232 SQ. FT.
(1:100 PER TABLE 1004.1.2)
TOTAL OCCUPANTS ALLOWED = 33 OCCUPANTS
ri (1) EXIT(S) REQUIRED PER TABLE 1015.1;
(2) EXIT(S) PROVIDED
NORTH
BLDG 8
2
MINKLER BLVD.
ANDOVER PARK W.
NORTH
SITE PLAN
NTS
14‘r -
A
SOUTHCENTER P
r
STRANDER BLVD.
w
0
0
MINK R E
LVD.
UPLAND DR.
MIDLAND D .
TRILAND DR.
SITE
NORTH
3
KEY PLAN. EXITING AND OCCUPANCY LOAD CALCULATION
NTS
4
VICINITY PLAN
NTS
CEILING SUPPORT DATA
4'-0" WIDE ACOUSTIC BATT
INSULATION CENTERED OVER
PARTITION ABOVE HUNG CEILING.
1/4" NON-COMBUSTABLE
WOOD FILLER UNDER MAIN
RUNNERS.
CEILING 9 + 8'-8" A.F.F.
(WHERE INDICATED ON
REFLECTED CEILING PLAN).
CONTINUOUS 'L' METAL
TRIM W/ PAPER WING (BOTH
SIDES OF PARTITION)
ACOUSTIC BATT INSULATION .
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)
SEISMIC BRACING (BEYOND)
PER 1/TI-1.
STUD SCHEDULE
STUD SCHEDULE:
2-1/2" = 250S125-27 (22 GA); MAX
18'-0" HIGH.
NOTES:
1. ALL STUDS ARE AT 16" 0.C.
2. USE SAME GAUGE AS STUDS
FOR TRACKS AND CHANNEL.
3. USE SSMA TECHNICAL GUIDES.
(
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 'X' 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.
STANDARD TENANT PARTITION
4� 4
STAIR
0
f
N.I.C.
/7 f/ /
DESIGNATED EGRESS PATH (HATCHED AREA)
co
01
ci
CB
O
Ezi
0
IT
OD
/./
0
5'-2"
E T
/„:
IT
NOTE: MAINTAIN EXISTING ONE FOOTCANDLE PER SQUARE FOOT AT EGRESS PATHWAY LIGHTING.
NEW OR RELOCATED B/S 2'X4' RECESSED FLUORESCENT LIGHT FIXTURES TO BE UPGRADED FOR EMERGENCY
LIGHTING. LAYOUT SHOWN IS CONCEPTUAL ONLY.
E . ISTING 2'X4' RECESSED FLUORESCENT LIGHT FIXTURES TO BE UPGRADED
FOR EMERGENCY LIGHTING. LAYOUT SHOWN IS CONCEPTUAL ONLY.
PLANNING APPROVE.,
No changes Can be made to these
plans without approval from the
Planning Division of DCD
Approved B
Date:
UP
NORTH
ACT
ADJ
AFF
ALT
ALUM
APPROX
BLDG
BLKG
B/S
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/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 TENANT'S 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
EGRESS PLAN
NTS
ABBREVIATIONS
NA
NOT USED NA
SEPARATE PERMIT
REQUIRED FOR:
11) Mechanical
Electrical
Plumbing
tt Gas Piping
City of Tukwila
BUILDING DIVISION
NOT USED
NA
SHEET INDEX
TI -1 COVER SHEET
TI -2 DEMOLITION & CONSTRUCTION PLANS
TI -3 REFLECTED CEILING & ELECTRICAL PLANS
REVISIONS
No ctt ages shall be made to the scope
of work without prior approval of
Tukwila Building Division.
NOTE: Revisions will require a new plan submittal
and may include additional plan review fees.
10 I SHEET INDEX
NA
SCOPE OF WORK
TENANT IMPROVEMENT TO EXISTING SUITES 100 AND 111 ON THE FIRST FLOOR OF AN EXISTING OFFICE BUILDING
TO INCLUDE:
• DEMOLITION OF CASEWORK
• CONSTRUCTION OF PARTITIONS AND DOORS
• NEW PAINT AND FLOORING THROUGHOUT SUITE
• RELOCATION OF LIGHT FIXTURES
• NO STRUCTURAL WORK
• NO ALTERATIONS OF CORE
AREA OF WORK: SUITE 100: 334 SQ. FT.
SUITE 111: 3,232 SQ. FT.
TOTAL AREA OF WORK: 3,566 SQ. FT.
AREA OF FLOOR: 9,632 SQ. FT.
OCCUPANCY TYPE: B -OFFICE
CONSTRUCTION TYPE: V-A
APPLICABLE CODES:
2012 INTERNATIONAL BUILDING CODE
2009 INTERNATIONAL FIRE CODE
2009 INTERNATIONAL PLUMBING CODE
2009 INTERNATIONAL MECHANICAL CODE
2009 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#: 262304-9143
LEGAL DESCRIPTION
LOT 3 OF CITY OF TUKWILA SHORT PLAT NO L97-0049 RECORDING NO 9711069009 SAID SHORT PLAT DEFINED -
PORTION OF E 1/2 OF NW 1/4 OF SE 1/4, BEGIN NE CORNER OF SAID E 1/2 BEING N 88-05-42 W 1339.34 FT FROM NE
CORNER OF SE 1/4 TH'S 01-47-29 W 1322.34 FT TO SOUTHEAST CORNER TH N 87-55-02 W 659.35 FT TO W LINE OF E
659.34 FT OF SAID E 1/2 TH N 01-47-29 E 1320.30 FT TO N LINE OF SAID E 1/2 TH S 88-05-42 E 659.34 FT TO POB LESS
PORTION FOR 59TH AVE,;3OUTH LESS PORTIONS FOR STREETS AS CONVEYED BY DEED, RECORDING NO 7907120770
LESS PORTION CONVEYED TO CITY OF TUKWILA FOR ROAD BY DEED, RECORDING NO 9408290327
PROJECT DIRECTORY
TENANT
WASHINGTON AUDIOLOGY SERVICES INC.
6987 PERIMETER ROAD S, SUITE 100
SEATTLE, WASHINGTON 98108
TELEPHONE: (206) 764-3330
FAX: (206) 764-4760
DESIGNER
MARVIN STEIN AND ASSOCIATES, LLC
1500 WESTLAKE AVENUE N., SUITE ONE
SEATTLE, WASHINGTON 98109
CONTACT: ERIN GOODELL
TELEPHONE: (206)441-1449
FAX: (206) 441-4361
EMAIL: e.goodell@marvinsfein.com
GENERAL NOTES
1.
COMPLY WITH ALL APPLICABLE CODES.
BUILDING REPRESENTATIVE
PINNACLE COMMERCIAL
635 ANDOVER PARK WEST, SUITE 107
TUKWILA, WASHINGTON 98188
CONTACT: SHANNON MILLER
TELEPHONE: (206) 903-0662
FAX: (206) 575-1198
EMAIL: smiller@pinnaclefamily.com
CONTRACTOR
TBD
REVIEWED FOR
CODE COMPLIANCE
APPROVED
OCT 0 9 2013
City of T Ida
BUILDING I ISION
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 (BIS) 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 TO 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 1/2"
& 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.
RECEIVED
CITY OF TUKWILA
SEP 2 7 2013
PERMIT CENTER
11 I PROJECT INFORMATION
NA
SOUTHCENTER
CORPORATE
SQUARE - BLDG. 8
635 ANDOVER PARK WEST
TUKWILA, WASHINGTON 98188
FILE COPY
ft No. pv27-47Ds
Flan resew wont is - • a, ;,l to ems all Ixtbzims,
Approval of constraon documents does not a f l'c °':'..3
the violation of any code or ordinance. iter ;.,t
�( r t is
} ./FJV.y
ota'p approved Fieki \'_p *# 1t'•iI •' !• q7 11 dgii:S.
�t
B o V
Pc101
City Of Tukwila
BUILDING DIVISION
1500 WESTLAKE AVE N, SUITE ONE, SEATTLE WA, 98109 (206) 441-1449
DRAWN BY: DA
CHECKED BY: EG
JOB NO.: 99135.091
N0.
REVISIONS INDICATED THUS n
DATE
BY
ISSUED FOR REVIEW
TENANT REVISIONS
9/13/13
EG
9/25/13
EG
TENANT:
WASHINGTON AUDIOLOGY
SHEET TITLE:
FIRST FLOOR
COVER SHEET
REPRODUCTION, ALTERATION OR PUBUCA11ON OF THIS
DRAWING, WITHOUT EXPRESSED PERMISSION BY MSA, IS A
VIOLATION OF FEDERAL COPYRIGHT LAW. COPYRIGHT BY
MSA 2013.
TI -1
OF 3
TI-2—SCCS8—WA—DEPL.dwg
CP
0
0
a
0
0
0
0)
oo
CP
O
iC°
0�
0
625
Qoo
0
.)
COI
N
o
NN
N �
I o
M CO CO
N ��Q
N U
n°II-cn
c
ai ai �•,i
DEga2
or-cnox
8
19
DEMOLITION PLAN
1/8" =1'-0"
•
8
•
9
PTN./
MUL.
PTN./
MUL.
19
0
C
D�
CONFERENCE
OPEN WORK
AREA
OFFICE
EQ.
OFFICE
OFFICE
OFFICE
WORK AREA
V-0" MIN.
WORK AREA
RECEPTION
OPEN WORK
AREA
OFFICE
COPY/
WORK
OFFICE
CONFERENCE
CONSTRUCTION PLAN
1/8" =1'-0"
DEMOLITION LEGEND
EXISTING BUILDING CORE TO REMAIN.
EXISTING CONSTRUCTION TO REMAIN.
EXISTING CORRIDOR PARTITION.
EXISTING DEMISING PARTITION.
EXISTING CONSTRUCTION TO BE DEMOLISHED.
DEMOLITION KEYNOTES
• EXISTING UPPER CASEWORK TO BE REMOVED. PATCH AND PREP
WALLS AS REQUIRED TO RECEIVE NEW FINISHES AS SCHEDULED.
OZ EXISTING UPPER CASEWORK TO BE REMOVED. PATCH AND PREP
WALLS AS REQUIRED TO RECEIVE NEW FINISHES AS SCHEDULED.
EXISTING LOWER CASEWORK TO REMAIN.
O3 EXISTING FURNITURE WHIPS TO BE REMOVED.
O4 EXISTING CASEWORK TO REMAIN.
OEXISTING DOOR ASSEMBLY TO REMAIN.
O EXISTING RELITE ASSEMBLY TO REMAIN.
• REMOVE PORTION OF EXISTING PARTITION TO ACCOMMODATE NEW
RELITE ASSEMBLY. REFER TO THE CONSTRUCTION PLAN.
REVIEWED FOR
CODE COMPLIANCE
APPROVED
OCT 0 9 2013
City of Tukwila
BUILDING DIVISION
CONSTRUCTION LEGEND
EXISTING BUILDING CORE.
EXISTING CORRIDOR PARTITION.
EXISTING BIS DEMISING PARTITION.
NEW B/S TENANT INTERIOR PARTITION. SEE DETAIL 7/TI-1.
2H3—= NEW B/S 3'-0" DOOR AND 2'-0" RELITE ASSEMBLY.
ALIGN.
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. NEW FLOOR AND WALL FINISHES THROUGHOUT AREA OF WORK, TBD.
CONSTRUCTION KEYNOTES
0 NEW BIS RELITE ASSEMBLY TO MATCH EXISTING ADJACENT IN SIZE,
STYLE, AND DETAIL.
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.
0
DOOR SCHEDULE
6", UNLESS
OTHERWISE
NOTED a. B/S LATCHSET.
b. EXISTING HARDWARE TO REMAIN.
DOOR NUMBER
TYPE OF DOOR
A. NEW B/S 3'-0" WIDE X BIS 8'-0" X 1-3/4" THICK PAINTED HC WOOD
DOOR IN B/S PAINTED WOOD FRAME.
B. EXISTING DOOR TO REMAIN.
HARDWARE
NOTES:
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 = 15.0 POUNDS (67 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.
5'
10'
p �3� 3a3
20'
30'
RECEIVED
CITY OF TUKWILA
SEP 2 7 2013
PERMIT CENTER
SOUTHCENTER
CORPORATE
SQUARE - BLDG. 8
635 ANDOVER PARK WEST
TUKWILA, WASHINGTON 98188
1500 WESTLAKE AVE NSUITE ONE, SEATTLE WA, 98109 (206) 441-1449
DRAWN BY: DA
CHECKED BY: EG
JOB NO.: 99135.091
NO.
REVISIONS INDICATED THUS n
DATE
BY
ISSUED FOR REVIEW
9/13/13
EG
TENANT REVISIONS
9/25/13
EG
TENANT:
WASHINGTON AUDIOLOGY
SHEET TITLE:
FIRST FLOOR
DEMOLITION AND
CONSTRUCTION PLANS
REPRODUCTION, ALTERATION OR PUBLICATION OF THIS
DRAWING, WITHOUT EXPRESSED PERMISSION BY MSA, IS A
VIOLATION OF FEDERAL COPYRIGHT LAW. COPYRIGHT BY
MSA 2013.
TI -2
OF 3
TI-3—SCCS8—WA—CLPO.dwg
0
D
0
O
T
0)
0
0
c
0
0)
00
0-N
-0 p
N ~
L
2,23
ac0
U
c I
I
:3
ov
N N
N _
I
c.f)cnI
mm
N tea -.-U
049-3 II uN
cn c.1 rn
c
ai ai
0E8E2
ORMOX
8
9
4r
REFLECTED CEILING PLAN
1/8" =
(D)
ELEC./COMM. FLOOR PLAN
1/8" =1'-0"
CEILING LEGEND
I_I L____J REMOVED/RELOCATED.
EXISTING CEILING GRID AND TILES TO REMAIN.
EXISTING 2'X2' AND 2'X4' RECESSED FLUORESCENT LIGHT FIXTURES TO
REMAIN.
EXISTING 2'X2' AND 2'X4' RECESSED FLUORESCENT LIGHT FIXTURES TO BE
UPGRADED FOR EMERGENCY LIGHTING. LAYOUT SHOWN IS CONCEPTUAL
ONLY.
EXISTING 2'X2' AND 2'X4' RECESSED FLUORESCENT LIGHT FIXTURES TO BE
NEW OR RELOCATED BIS 2'X2' AND 2'X4' RECESSED FLUORESCENT LIGHT
FIXTURES.
EXISTING HVAC LOCATIONS (SHOWN FOR REFERENCE ONLY).
Q EXISTING B/S RECESSED FLUORESCENT DOWNLIGHT.
• SPRINKLER (SHOWN FOR REFERENCE ONLY, SPRINKLER SUBMITTAL BY OTHERS)
'N'
ILLUMINATED EXIT SIGN (DIRECTIONAL WHERE SHOWN).
B/S LIGHT SWITCH.
NEW OR RELOCATED.
LIGHTING CALCULATION (SUITE 100)
GRID CEILING @ 8'-8" A.F.F.
0
WATTS/FIXTURE
# OF FIXTURES
TOTAL WATTS
32
2
64
62
3
186
48
1
48
TOTAL: 298 WATTS
PROPOSED
334 TOTAL SF x .9 WATTS PER SF = 300.6 ALLOWABLE WATTS.
TOTAL PROPOSED WATTAGE IS 298 - WHICH IS LESS THAN THE
ALLOWABLE WATTAGE PER 2012 WSEC INTERIOR LIGHTING POWER
ALLOWANCE - BUILDING AREA METHOD, CHAPTER 4, C405.5.2 (TABLE
C405.5.2(1)).
REVIEWED FOR
CODE COMPLIANCE
APPROVED
OCT 0 9 2013
City of Tukwila
BUILDING DIVISION
ELEC / COMMUNICATIONS LEGEND
B/S WALL MOUNTED DUPLEX ELECTRICAL OUTLET.
BIS WALL MOUNTED DEDICATED 120V 20A DUPLEX ELECTRICAL OUTLET.
BIS WALL MOUNTED FOURPLEX ELECTRICAL OUTLET.
B/S WALL MOUNTED DEDICATED 120 V 20A FOURPLEX ELECTRICAL OUTLET.
BIS WALL MOUNTED COMBINATION VOICE/DATA OUTLET.
CORE DRILL. (POWER, VOICE & DATA REQUIREMENTS PER PLAN)
JUNCTION BOX.
EXISTING BLANK COVERPLATE.
FURNITURE WHIP.
'N' NEW.
'U' UPGRADE EXISTING.
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
C405.2.2.3 OF THE 2012 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
O1 NO CEILING WORK IN THIS AREA.
LIGHTING CALCULATION (SUITE 111)
GRID CEILING @ 8'-8" A.F.F.
0
L
WATTS/FIXTURE
# OF FIXTURES
TOTAL WATTS
32
6
192
62
33
2,046
48
1
48
TOTAL: 2,286 WATTS
PROPOSED
3,232 TOTAL SF x .9 WATTS PER SF = 2,908.8 ALLOWABLE WATTS.
TOTAL PROPOSED WATTAGE IS 2,286 - WHICH IS LESS THAN THE
ALLOWABLE WATTAGE PER 2012 WSEC INTERIOR LIGHTING POWER
ALLOWANCE - BUILDING AREA METHOD, CHAPTER 4, C405.5.2 (TABLE
C405.5.2(1)).
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.
ELEC / COMMUNICATIONS KEYNOTES
0 EXISTING 6 -PLUG ELECTRICAL OUTLET. VERIFY WORKING CONDITION AND
COORDINATE WITH TENANTS FURNITURE VENDOR.
0
5'
10'
20'
k°5.
30'
3
RECEIVED
CITY OF TUKWILA
SEP 2 7 2013
PERMIT CENTER
SOUTHCENTER
CORPORATE
SQUARE - BLDG. 8
635 ANDOVER PARK WEST
TUKWILA, WASHINGTON 98188
1500 WESTLAKE AVE N. SUITE ONE, SEATTLE WA, 98109 (206) 441-1449
DRAWN BY: DA
CHECKED BY: EG
JOB NO.: 99135.091
NO. REVISIONS INDICATED THUS n
DATE
BY
ISSUED FOR REVIEW
9/13/13
EG
TENANT REVISIONS
9/25/13
EG
TENANT:
WASHINGTON AUDIOLOGY
SHEET TITLE:
FIRST FLOOR REFLECTED
CEILING AND ELECTRICAL/
COMMUNICATION PLANS
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 3