HomeMy WebLinkAboutPermit D13-210 - REAL TIME STAFFING - TENANT IMPROVEMENTREAL TIME STAFFING
16040 CHRISTENSEN RD
D13-210
City ofiltukwila
•
Department of Community Development
6300 Southcenter Boulevard, Suite #100
Tukwila, Washington 98188
Phone: 206.431-3670
Inspection Request Line: 206-431-2451
Web site: http://www.TukwilaWA.gov
Parcel No.: 2523049039
Address: 16040 CHRISTENSEN RD TUKW
Suite No:
Project Name: REAL TIME STAFFING
DEVELOPMENT PERMIT
Permit Number: D13-210
Issue Date: 08/05/2013
Permit Expires On: 02/01/2014
Owner:
Name: BRCP RIVERVIEW PLAZA LLC
Address: 248 HOMER AVE , PALO ALTO CA 94301
Contact Person:
Name: TARA STROYAN
Address: 1326 5 AV, STE 400 , SEATTLEW A 98101
Contractor:
Name: GATEWAY CONSTRUCTION SRVCS INC.
Address: 5602 2ND AVE S , SEATTLE WA 98108
Contractor License No: GATEWCS992C3
Lender:
Name: SELF-FUNDED BY OWNER
Address:
Phone: 206 587-7120
Phone: (206)621-9111
Expiration Date: 03/04/2014
DESCRIPTION OF WORK:
INTERIOR TENANT IMPROVEMENT OF TWO NEW DOORS AND ONE NEW SIDELIGHT
Value of Construction: $23,379.00 Fees Collected: $905.73
Type of Fire Protection: SPRINKLERS International Building Code Edition: 2009
Type of Construction: IIB Occupancy per IBC: 0008
Electrical Service Provided by: PUGET SOUND ENERGY
**continued on next page**
doc: IBC -7/10
D13-210 Printed: 08-05-2013
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.
Start Time:
Sanitary Side Sewer:
Sewer Main Extension: Private:
Storm Drainage:
Street Use: Profit: N
Water Main Extension: Private:
Water Meter: N
Permit Center Authorized Signature:
Date:
Size (Inches): 0
End Time:
Fill 0 c.y.
End Time:
Public:
Non -Profit: N
Public:
I hereby certify that I have read and examined this permit and know the same to be true and correct. All provisions of law and ordinances
governing this work will be complied with, whether specified herein or not.
The granting of this permit does not presume to give authority to violate or cancel the provisions of any other state or local laws regulating
construction or the performance of work. I am authorized to sign and obtain this development permit and agree to the conditions attached
to this permit.
Signature:
Print Name:
th
L
This permit shall b
or abandoned for a
null a
d voi
d of 180
PERMIT CONDITIONS:
•
Date:
if the yi.r4k is not commenced within 180 days from the date of issuance, or if the work is suspended
s from the last inspection.
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: 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.
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
D13-210 Printed: 08-05-2013
7: There shall be no occupancy of a building 1 final inspection has been completed and moved by Tukwila building
inspector. No exception.
8: Remove all demolition rubble and loose miscellaneous material from lot or parcel of ground, properly cap the sanitary
sewer connections, and properly fill or otherwise protect all basements, cellars, septic tanks, wells, and other
excavations. Final inspection approval will be determined by the building inspector based on satisfactory completion of
this requirement.
9: Ventilation is required for all new rooms and spaces of new or existing buildings and shall be in conformance with the
International Building Code and the Washington State Ventilation and Indoor Air Quality Code.
10: All plumbing and gas piping work shall be inspected and approved under a separate permit issued by the City of Tukwila
Building Department (206-431-3670).
11: All electrical work shall be inspected and approved under a separate permit issued by the City of Tukwila Building
Department (206-431-3670).
12: VALIDITY OF PERMIT: The issuance or granting of a permit shall not be construed to be a permit for, or an approval of,
any violation of any of the provisions of the building code or of any other ordinances of the City of Tukwila. Permits
presuming to give authority to violate or cancel the provisions of the code or other ordinances of the City of Tukwila
shall not be valid. The issuance of a permit based on construction documents and other data shall not prevent the
Building Official from requiring the correction of errors in the construction documents and other data.
doc: IBC -7/10
D13-210 Printed: 08-05-2013
CITY OF TUKWILA
Community Development Department
Public Works Department
Permit Center
6300 Southcenter Blvd., Suite 100
Tukwila, WA 98188
http://www.TukwilaWA.gov
Building Permit No.
Project No.
Date Application Accepted:
Date Application Expires:
Iti 1;2213
(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:
Tenant Name:
CAI
, Ki g Co Assessor's Tax No.: 223 CiOrTg
CA IriV)�/� '�OU 01 1 V/.Suite Number: I Floor:
T' 'frj
PROPERTY OWNER
j�y�
Company Name: ►fr. cr,(5W,
Name: V luie w tA6
Address: j-2)2/„ F r1 �u, j9C
Address: 110 /At a x.s tri JCS ev
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Phone: Zvl(� rg1• 1 .I' l.1(Z
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City:c—rJv , - `1 I kx, State: V)y) Zip:C,}
p
CONTACT PERSON - person receiving all project
communication
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Company Name: ►fr. cr,(5W,
Name: 'Tam Si -y -D
Address: j-2)2/„ F r1 �u, j9C
City: State: , ^` `/1 Zip: I :' V
km
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Phone: Zvl(� rg1• 1 .I' l.1(Z
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Email: �• e. (� \o"..cgs 3 $
r
GENERAL CONTRACTOR INFORMATION
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Company Name: ►fr. cr,(5W,
Architect Nam • gip • ,I
Address: �9 /1� c7 -t h �/�, ,� .
\-7.9(r,��e"": ))
Company Name: 1 l',}-1
Address:
Phone `7 H „r 1 2lJ F71-1 .1 V
Email: �Qc x Im Ws -1S ck6I,
City: State:
Address:
Zip:
Phone: Fax:
City:
State:
Contr Reg No.:
Exp Date:
Fax:
Tukwila Business License No.:
Email:
Ii':\pplicui,t, low, .111.1 ()ji I
Re, iced: :\ueusl 2011
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21111.\ppL..iti PclS-^-I I
1
New Tenant: ❑ Yes X.No
ARCHITECT OF RECORD
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Company Name: ►fr. cr,(5W,
Architect Nam • gip • ,I
Address: �9 /1� c7 -t h �/�, ,� .
\-7.9(r,��e"": ))
City: Stat 1� Zi
1 - p� `C
Phone `7 H „r 1 2lJ F71-1 .1 V
Email: �Qc x Im Ws -1S ck6I,
ENGINEER OF RECORD
Name:� �v
1Ce
Company Name:
—
V°►
Address:"
Engineer Name:
1
`/Zip:
Address:
State:
City:
State:
Zip:
Phone:
Fax:
Email:
LENDER/BOND ISSUED (required for projects $5,000 or
greater per RCW 19.27.095)
Name:� �v
1Ce
A
leA3 �-lJ`.
—
V°►
Address:"
1
`/Zip:
City:
State:
Page I 014
22
BUILDING PERMIT INFORMATION — 206-431-3670
Valuation of Project (contractor's bid price): $ L 2719 Existing Building Valuation: $
Describe the scope of work (please provide d tailed information):t),c-
oktio,cc ayvA ykcIAA)
Will there be new rack storage? ❑ Yes
y..4No If yes, a separate permit and plan submittal will be required.
Provide All Building Areas in Square Footage Below
PLANNING DIVISION:
Single family building footprint (area of the foundation of all structures, plus any decks over 18 inches and overhangs greater than 18 inches)
*For an Accessory dwelling, provide the following:
Lot Area (sq ft): Floor area of principal dwelling: Floor area of accessory dwelling:
*Provide documentation that shows that the principal owner lives in one of the dwellings as his or her primary residence.
Number of Parking Stalls Provided: Standard: Compact: Handicap:
Will there be a change in use? ❑ Yes ❑ No If "yes", explain:
FIRE PROTECTION/HAZARDOUS MATERIALS:
Sprinklers ❑ Automatic Fire Alarm ❑ None ❑ Other (speci Iv)
riWill there be .torage or use of flammable. combustible or hazardous materials in the building? ElYes , No
/1 :l'es's attach /is/ uimaterials and storage hat allow wt a. epunrtr 8-1/2 .r 11- paper incluchnr quantifies and Material Sa/i'f ufu Sheets. •
SEPTIC SYSTEM
❑... ()n -cite ticptic ',Iem — I r it <cpltc , stem. pi 0% 2 copies uta currcot septic design appnwed by Kine County Health .
Department.
II .\pplicatl..11{ \HT1,' att.q,_ LM i.in
Ke, iscd August 21)1I
hh
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Existing
Interior Remodel
Addition to
Existing
Structure
New
Type of
Construction per
IBC
Type of
Occupancy per
IBC
15' Floor
\S%
%
r ,�SIV
1�^J
2nd Floor
1 �Pc
,J� "�
t"
3rd Floor
61 v'✓cp
tt/
-.:--
Po
t37
Floors thru
«
Basement
Accessory Structure*
Attached Garage
Detached Garage
Attached Carport
Detached Carport
Covered Deck
Uncovered Deck
PLANNING DIVISION:
Single family building footprint (area of the foundation of all structures, plus any decks over 18 inches and overhangs greater than 18 inches)
*For an Accessory dwelling, provide the following:
Lot Area (sq ft): Floor area of principal dwelling: Floor area of accessory dwelling:
*Provide documentation that shows that the principal owner lives in one of the dwellings as his or her primary residence.
Number of Parking Stalls Provided: Standard: Compact: Handicap:
Will there be a change in use? ❑ Yes ❑ No If "yes", explain:
FIRE PROTECTION/HAZARDOUS MATERIALS:
Sprinklers ❑ Automatic Fire Alarm ❑ None ❑ Other (speci Iv)
riWill there be .torage or use of flammable. combustible or hazardous materials in the building? ElYes , No
/1 :l'es's attach /is/ uimaterials and storage hat allow wt a. epunrtr 8-1/2 .r 11- paper incluchnr quantifies and Material Sa/i'f ufu Sheets. •
SEPTIC SYSTEM
❑... ()n -cite ticptic ',Iem — I r it <cpltc , stem. pi 0% 2 copies uta currcot septic design appnwed by Kine County Health .
Department.
II .\pplicatl..11{ \HT1,' att.q,_ LM i.in
Ke, iscd August 21)1I
hh
I'a_e 2 til t
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 OR U' O70 D A
Signature:n ►� k
Print Name: l a (% 'S Irt
Mailing Address: 1210 "d
2n1I :\Iq4
Rr, is cI:
August _n 1 I
1,11
I
Date: (0.1 •
Day Telephone: 9a0 %**1 • �_1204(9 VOPE 1 1
City State Zip
•
City of Tukwila
Department of Community Development
6300 Southcenter Boulevard, Suite #100
Tukwila, Washington 98188
Phone: 206-431-3670
Fax: 206-431-3665
Web site: http://www.Tukwila WA.Rov
Parcel No.: 2523049039
Address: 16040 CHRISTENSEN RD TUKW
Suite No:
Applicant: REAL TIME STAFFING
RECEIPT
Permit Number: D13-210
Status: APPROVED
Applied Date: 06/13/2013
Issue Date:
Receipt No.: R13-02295
Initials:
User ID:
WER
1655
Payment Amount: $550.70
Payment Date: 08/05/2013 03:09 PM
Balance: $0.00
Payee: KATHY DOUGHERTY
TRANSACTION LIST:
Type Method Descriptio Amount
Payment Credit Crd VISA
Authorization No. 048876
ACCOUNT ITEM LIST:
Description
550.70
Account Code Current Pmts
BUILDING - NONRES
STATE BUILDING SURCHARGE
000.322.100 546.20
640.237.114 4.50
Total: $550.70
Printed: 08-05-2013
City of Tukwila
Department of Community Development
6300 Southcenter Boulevard, Suite #100
Tukwila, Washington 98188
Phone: 206-431-3670
Fax: 206-431-3665
Web site: http://www.TukwilaWA.gov
Parcel No.: 2523049039
Address: 16040 CHRISTENSEN RD TUKW
Suite No:
Applicant: REAL TIME STAFFING
RECEIPT
Permit Number: D13-210
Status: PENDING
Applied Date: 06/13/2013
Issue Date:
Receipt No.: R13-01876
Payment Amount: $355.03
Initials: JEM Payment Date: 06/13/2013 08:31 AM
User ID: 1165 Balance: $550.70
Payee: BURGESS DESIGN, INC.
TRANSACTION LIST:
Type Method Descriptio Amount
Payment Check 012276 355.03
Authorization No.
ACCOUNT ITEM LIST:
Description
Account Code Current Pmts
PLAN CHECK - NONRES
000.345.830 355.03
Total: $355.03
Prinfprl•
INSPECTION RECORD
Retain a copy with permit
INSPECTION NO. PERMIT NO.
CITY OF TUKWILA BUILDING DIVISION
6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-367
Permit Inspection Request Line (206) 431-2451
Project:
R .AL -T-04 'IL SiAti-%trv_
Type of Inspection:
\--2AoiNh-
ik16-
Address:dress:
1(oOyO C"(1RIs-Tfk)Ggk) RD
Daalled:
t—I cJA i__
Special Instructions:
Date anted:
lilpi—�3 (�
tErm.
p.m.
Requester:
Phone No:
caoG-7go— 73
6;
Kproved per applicable codes. 0 Corrections required prior to approval. 2
COMMENTS:
2e., To -714..e
Date: 52,3_0
n REINSPECTION FEE REQUIRED. Prior to nex inspection. fee must be
paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection.
° PERMii COORD C\
PLAN REVIEW/ROUTING SLIP
ACTIVITY NUMBER: D13-210 DATE: 06/131/13
PROJECT NAME: REAL TIME STAFFING
SITE ADDRESS: 16040 CHRISTENSEN RD, STE 101
X Original Plan Submittal Response to Incomplete Letter #
Response to Correction Letter #
Revision # after Permit Issued
DEPARTMENTS:
oJ'lel 1
Building Division ■
\ V % A)IA-
Public Wor s
COLPti 11
Fire Prevention m Planning 'vision
Structural
❑ Permit Coordinator ❑
DETERMINATION OF COMPLETENESS: (Tues., Thurs.)
Complete N,
Incomplete ❑
DUE DATE: 06/18/13
Not Applicable
Comments:
Permit Center Use Only
INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED:
Departments determined incomplete: Bldg 0 Fire 0 Ping 0 PW 0 Staff Initials:
TUESITHURS ROUTING:
Please Route Xi Structural Review Required ❑ No further Review Required ❑
REVIEWER'S INITIALS: DATE:
APPROVALS OR CORRECTIONS:
DUE DATE: 07/16/13
Approved ❑ Approved with Conditions 'X Not Approved (attach comments) n
Notation:
REVIEWER'S INITIALS:
DATE:
Permit Center Use Only
CORRECTION LETTER MAILED:
Departments issued corrections: Bldg 0 Fire 0 Ping 0 PW 0 Staff Initials:
Contractors or Tradespeople Prii er Friendly Page
•
General/Specialty Contractor
A business registered as a construction contractor with LEI 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 GATEWAY CONSTRUCTION SRVCS INC UBI No. 602086011
Phone 2066219111 Status Active
Address 5602 2Nd Ave. S. License No. GATEWCS992C3
Suite/Apt. License Type Construction Contractor
City Seattle Effective Date 2/26/2001
State WA Expiration Date 3/4/2014
Zip 98108 Suspend Date
County King Specialty 1 General
Business Type Corporation Specialty 2 Unused
Parent Company
ther Associated Licenses
License
Name
Type
Specialty
1
Specialty
2
Effective
Date
Expiration
Date
Status
NIELSC'02708
NIELSEN
CONSTRUCTION
Construction
Contractor
General
Unused
9/28/1998
9/15/2000
Archived
Business Owner Information
Name
Role
Effective Date
Expiration Date
SACCO, RONALD
President
02/26/2001
Bond Amount
NIELSEN, CRISTIAN
Vice President
02/26/200.1
105165492
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
3
TRAVELERS CAS &
SURETY CO
105165492
08/19/2008
Until Cancelled
$12,000.0008/21/2008
07/24/2013
2
RLI INSURANCE CO
SRS1008614
02/26/2002
08/19/2008
03/25/2012
$12,000.00
03/04/2002
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
13
Travelers
Indemnity
Company Th
DTC0527D03331ND12
08/01/2012
08/01/2014
$1,000,000.00
07/24/2013
12
Charter Oak
Fire Ins Co
DTC0527D0333C0F1108/01/2011
08/01/2012
$1,000,000.0007/28/2011
11
CHARTER OAK
FIRE INS CO
DTC0527D0333C0F1008/01/2010
08/01/2011
$1,000,000.00
07/28/2010
10
CHARTER OAK
FIRE INS CO
DTC0527D0333C0F0908/01/2009
08/01/2010
$1,000,000.00
07/31/2009
9
CHARTER OAK
FIRE INS
TC05451M120C0F08
08/01/2008
08/01/2009
$1,000,000.00
08/01/2008
8
CONTINENTAL
WESTERN INS
CWP2699920
08/01/2008
08/01/2009
$1,000,000.00
07/24/2008
7
LIBERTY
NORTHWEST
INS
CO3162727
08/01/2006
08/01/2008
$1,000,000.00
08/01/2008
Summons/Complaint Information
Cause ' County Complaint Judgment ' Status' Payment'Paid Byl
httos://fortress.wa.2ov/lni/bbip/Print.aspx
08/05/2013
GENERAL NOTES
ARCH / INTERIOR ABBREVIATIONS
BUILDING SUMMARY
PROJECT TEAM
1. CONTRACTOR SHALL COMPLY WITH THE CURRENT "GENERAL CONDITIONS," AND BUILDING
STANDARDS AS PROVIDED BY THE BUILDING OWNER.
2. GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING THE WORK OF
DIFFERENT TRADES.
3. DO NOT SCALE DRAWINGS. CONTACT ARCHITECT FOR ANY MISSING DIMENSIONS.
4. CONTRACTOR INITIATED CHANGES SHALL BE SUBMITTED IN WRITING TO THE OWNER AND
ARCHITECT FOR APPROVAL PRIOR TO FABRICATION OR CONSTRUCTION. CHANGES SHOWN ON
SHOP DRAWING ONLY WILL NOT SATISFY THIS REQUIREMENT.
5. ALL MODIFICATIONS, REQUIRING OWNER OR ARCHITECT APPROVAL WILL NOT BE VALID
UNLESS AUTHORIZED IN WRITING BY OWNER AND/OR ARCHITECT.
6. WITHIN FIVE (5) BUSINESS DAYS OF START OF CONSTRUCTION, THE CONTRACTOR SHALL
NOTIFY IN WRITING BOTH THE ARCHITECT AND OWNER OF ANY ITEMS WHOSE ESTIMATED
DELIVERY TO THE SITE WOULD BE LATER THAN THAT REQUIRED FOR TIMELY INSTALLATION IN
THE CONSTRUCTION SEQUENCE SUBSTITUTION OF ALTERNATE ITEMS WITH SHORTER LEAD
TIMES, PAYMENT OF RUSH FABRICATION OR DELIVERY CHARGES OUT OF SEQUENCE
INSTALLATION, OR DELAY OF INSTALLATION OPTIONS TO BE AT THE SOLE APPROVAL OF
OWNER OR ARCHITECT.
7. CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING ALL WORK AND MATERIALS IN
ACCORDANCE WITH THE LATEST LOCAL BUILDING CODES AND ORDINANCES.
8. CONTRACTOR SHALL VERIFY ALL FIELD DIMENSIONS AND CONDITIONS AND SHALL REPORT
ANY CONFLICTS OR QUESTIONS FOR RESOLUTION BEFORE PROCEEDING WITH THE WORK. DO
NOT SCALE THE DRAWINGS.
9. THE USE OF WORD "PROVIDE" SHALL ALWAYS MEAN, "FURNISH AND INSTALL, CONNECT,
OR SECURE" AS REQUIRED.
10. ALL MATERIALS AND EQUIPMENT SHALL BE INSTALLED IN STRICT ACCORDANCE WITH
MANUFACTURERS WRITTEN INSTRUCTIONS AND TRADE ASSOCIATES ACCEPTED STANDARDS.
11. CONTRACTOR SHALL PROVIDE A WRITTEN CONSTRUCTION SCHEDULE. THIS SCHEDULE
SHALL INCLUDE DELIVERY LEAD TIMES OF CONSTRUCTION ITEMS, AND START AND
COMPLETION DATES OF EACH PHASE. THE CONTRACTOR SHALL UPDATE AND PROVIDE SUCH
SCHEDULE ON A BIWEEKLY BASIS.
12. WORK MUST BE SCHEDULED WITH THE BUILDING MANAGEMENT TO AVOID DISRUPTION TO
THE TENANTS.
13. ACCESS TO AND FROM THE PROJECT SITE, SPECIAL CONDITIONS, NOISY WORK, TIMING
OF WORK, INTERRUPTION OF MECHANICAL AND ELECTRICAL SERVICES, RELOCATION OF
EXISTING EQUIPMENT, CASEWORK, FIXTURES, FITTINGS, ETC., MUST BE COORDINATED WITH
THE BUILDING MANAGEMENT.
14. ADEQUATE CLEANUP, PROTECTION AND PLACEMENT OF ANY CEILING TILES AND/OR
OTHER DISRUPTION TO THE ADJACENT TENANT IMPROVEMENTS MUST BE REPLACED BEFORE
BUSINESS HOURS OF THAT TENANT IN ORDER THAT THE OCCUPANT WILL NOT BE
INCONVENIENCED IN THE NORMAL CONTINUATION OF THEIR OFFICE HOURS.
15. EACH SUBCONTRACTOR IS RESPONSIBLE FOR ANY DAMAGE TO ADJACENT WORK AND
SHALL REPAIR SAID DAMAGE AT THEIR OWN EXPENSE. THIS INCLUDES ALL AREAS ON THE
PREMISES SUCH AS: COMMON HALLWAYS, FREIGHT ELEVATOR VESTIBULES, ETC.
16. SCHEDULE THE USE OF THE ELEVATOR WITH BUILDING MANAGEMENT.
17. UPON COMPLETION OF ALL CONSTRUCTION, THE CONTRACTOR SHALL SUPPLY THE
LANDLORD WITH ONE SET OF "RECORD" AS -BUILT DRAWINGS.
18. ALL MATERIALS TO BE NEW UON.
19. PATCH ALL DISTURBED AND/OR DAMAGED AREAS AS REQUIRED TO ACCOMPLISH NEW
WORK AND AS REQUIRED FOR FINISHED APPEARANCE.
20. GENERAL CONTRACTOR IS RESPONSIBLE FOR PROVIDING ALL NECESSARY BACKING,
BLOCKING, AND FRAMING FOR LIGHT FIXTURES, ELECTRICAL FIXTURES, CASEWORK AND ALL
OTHER ITEMS REQUIRING IT.
21. CONTRACTOR TO COORDINATE ALL FIRE ALARM WORK WITH BUILDING OWNER.
22. ALL PAINT AND FINISH MATERIAL COLORS SHALL MATCH ARCHITECT'S CONTROL SAMPLES
AND REQUIRE ARCHITECT'S REVIEW PRIOR TO INSTALLATION. SUBMIT TO ARCHITECT THREE
(3) COPIES FOR REVIEW.
23. CONTRACTOR SHALL FURNISH SHOP DRAWINGS FOR REVIEW ON CABINETWORK, MILLWORK
AND ANY OTHER SPECIAL ITEMS REQUIRING CUSTOM SHOP FABRICATION. SUBMIT TO
ARCHITECT AT LEAST THREE (3) COPIES FOR REVIEW.
24. REPETITIVE FEATURES NOT FULLY SHOWN OR NOTED ON THE DRAWINGS SHALL BE
COMPLETELY PROVIDED AS IF DRAWN IN FULL.
25. THROUGHOUT THE DRAWINGS ARE ABBREVIATIONS WHICH ARE IN COMMON USE. THE
LIST OF ABBREVIATIONS PROVIDED IS NOT INTENDED TO BE A COMPLETE LIST. THE
ARCHITECT WILL DEFINE THE INTENT OF ANY IN QUESTION.
ADJ
AFF
ALT
ALUM
APC -
APPROX -
ARCH
ACT
AV
BLDG
BOT
CAB
CL
CLG
CLR
COL
CONC
CONF
DEMO
DEPT
DF
DIA
DIFF
DIM
DTL
DW
DWG
EA
EL
ELEC
ELEV
EQ
EQUIP
EXT
FA
FD
FE
FEC
FFE
FIN
FLUOR
FLR
FO
FOIC
FTIC
FURR
GA
GC
GL
GWB
HC
HDW
HM
HR
INCL
INFO
INSUL
LAV
LF
MATL
MAX
MDF
ADJUSTABLE
ABOVE FINISH FLOOR
ALTERNATE
ALUMINUM
ACOUSTICAL PANEL CEILING
APPROXIMATE
ARCHITECTURAL
ACOUSTICAL CEILING TILE
AUDIO VISUAL
BUILDING
BOTTOM
CABINET
CENTER LINE
CEILING
CLEAR
COLUMN
CONCRETE
CONFERENCE
DEMOLITION
DEPARTMENT
DRINKING FOUNTAIN
DIAMETER
DIFFUSER
DIMENSION
DETAIL
DISHWASHER
DRAWING
EACH
ELEVATOR
ELECTRICAL
ELEVATION
EQUAL
EQUIPMENT
EXTERIOR
FIRE ALARM
FLOOR DRAIN
FIRE EXTINGUISHER
FIRE EXTINGUISHER CABINET
FINISH FLOOR ELEVATION
FINISH
FLUORESCENT
FLOOR
FACE OF
FURNISHED BY OWNER, INSTALLED
BY CONTRACTOR
FURNISHED BY TENANT, INSTALLED
BY CONTRACTOR
FURRING
GAUGE
GENERAL CONTRACTOR
GLASS
GYPSUM WALLBOARD
HANDICAPPED
HARDWARE
HOLLOW METAL (STEEL FRAME)
HOUR
INCLUDED OR INCLUDING
INFORMATION
INSULATION
LAVATORY
LINEAR FOOT
MATERIAL
MAXIMUM
MEDIUM DENSITY FIBERBOARD
MECH
MEZZ
MFR
MIN
MISC
MTD
MTL
N/A
NIC
NTS
OC
OFF
OPNG
OVHD
P
PART
PERF
PERIM
PERP
PLAM
PLYWD
QTY
(R)
RA
RCP
REC
REF
REFR
REL
REV
RM
RO -
RTD -
SCHED -
SF -
SHT -
SIM -
SPEC -
SPKLR -
SPKR
SQ
STD
STL
STOR
STRL -
STRUC -
SYMM
TBD
TEL
TEMP
TH K
TO
TOS
TYP
UON
UPS
VCT
VIF
W/
WC
WD
W/O
MECHANICAL
MEZZANINE
MANUFACTURER
MINIMUM
MISCELLANEOUS
MOUNTED
METAL
NOT APPLICABLE
NOT IN CONTRACT
NOT TO SCALE
ON CENTER
OFFICE
OPENING
OVERHEAD
PAINT
PARTITION
PERFORATED
PERIMETER
PERPENDICULAR
PLASTIC LAMINATE
PLYWOOD
QUANTITY
RELOCATED
RETURN AIR
REFLECTED CEILING PLAN
RECESSED
REFERENCE
REFRIGERATOR
RELOCATE
REVISION OR REVISED
ROOM
ROUGH OPENING
RATED
SCHEDULE
SQUARE FEET/FOOT
SHEET
SIMILAR
SPECIFICATION
SPRINKLER
SPEAKER
SQUARE
STANDARD
STEEL
STORAGE
STRUCTURAL
STRUCTURAL
SYMMETRICAL
TO BE DETERMINED
TELEPHONE OR TELECOM
TEMPERED
THICKNESS
TOP OF
TOP OF SLAB
TYPICAL
UNLESS OTHERWISE NOTED
UNINTERRUPTED POWER SUPPLY
VINYL COMPOSITION TILE
VERIFY IN FIELD
WITH
WATER CLOSET
WOOD
WITHOUT
REVISIONS
No changes shall be made to the scope
of work without prior approval of
Tukwila Building Division.
U017:: revisions will require a new plan submittal
cni may include additional plan review fees.
1. PROJECT ADDRESS:
REAL TIME STAFFING
RIVERVIEW PLAZA, BUILDING I
16040 CHRISTENSEN ROAD, SUITE 101
TUKWILA, WA, 98188
2. APPLICABLE CODES & ORDINANCES:
2009 INTERNATIONAL BUILDING CODE
2009 INTERNATIONAL MECHANICAL CODE
2009 INTERNATIONAL FUEL GAS CODE
2009 INTERNATIONAL FIRE CODE
2009 WASHINGTON STATE ENERGY CODE (WAC 51-11)
2009 UNIFORM PLUMBING CODE
2009 NATIONAL FUEL GAS CODE (NFPA 54)
2008 LIQUEFIED PETROLEUM GAS CODE (NFPA 58)
THE WASHINGTON CITIES ELECTRICAL CODE
2009 WASHINGTON STATE AMENDMENTS
2003 ICC/ANSI 117.1 ACCESSIBLE & USABLE BUILDINGS AND FACILITIES
3. GENERAL BUILDING DESCRIPTION:
TYPE OF CONSTRUCTION:. IIB
FIRE RESISTIVE SYSTEM: SPRINKLERED
OCCUPANCY TYPE: 'B' OFFICE
4. FIRE RESISTIVE CONSTRUCTION REQUIREMENTS:
SHAFT ENCLOSURES: 1 HOURS
EXIT STAIR ENCLOSURES: 1 HOURS
CORRIDORS: 1 HOUR
5. EXITS:
APPROXIMATE AREA OF CONSTRUCTION: 50 SQUARE FEET
TOTAL APPROXIMATE SUITE AREA: 2,546 SQUARE FEET
TOTAL APPROXIMATE FLOOR AREA: 15,836 SQUARE FEET
OCCUPANT LOAD FACTOR: 100/SQUARE FEET
NUMBER OF TOTAL PROPOSED OCCUPANTS: 45
NUMBER OF EXITS REQUIRED: 1
MINIMUM EGRESS WIDTH REQUIRED: 3'-8"
COMMON PATH OF EGRESS TRAVEL: 75'-0"
6. PROJECT DESCRIPTION:
NON-STRUCTURAL INTERIOR TENANT IMPROVEMENT. WORK INCLUDES NON-STRUCTURAL
DEMOLITION, NEW PARTITIONS, DOORS, AND SIDELIGHT.
TENANT:
REAL TIME STAFFING
16040 CHRISTENSEN ROAD, SUITE 101
TUKWILA, WA 98188
ARCHITECT/DESIGNER:
BURGESS DESIGN, INC.
1326 5TH AVENUE, SUITE 500
SEATTLE, WASHINGTON 98101
TEL: 206.587.7120
FAX: 206.587.7122
ATTN: RANDY MORGAN
BUILDING MANAGER:
UNICO PROPERTIES
16040 CHRISTENSEN RD, STE 100
TUKWILA, WA 98188
TEL: 206.373.7137
FAX: 206.373.7135
ATTN: KATHY DOUGHERTY
GENERAL CONTRACTOR:
TBD
PLUMBING ENGINEER:
TBD - Bidder Design Build by G.C.
MECHANICAL ENGINEER:
TBD - Bidder Design Build by G.C.
ELECTRICAL ENGINEER:
TBD - Bidder Design Build by G.C.
FIRE/LIFE SAFETY ENGINEER:
TBD - Bidder Design Build by G.C.
PLUMBING, MECHANICAL, ELECTRICAL,
LIFE SAFETY PERMITS UNDER SEPARATE
SUBMITTALS.
CODE SUMMARY
LEGAL DESCRIPTION / PARCEL NO.
PARCEL NUMBER: 2523049078
LEGAL DESCRIPTION: POR GL 1 OF SEC 25-23-04 DAF BEG SW COR PARCEL 4 OF CITY
OF TUKWILA SHORT PLAT NO 78 -16 -SS RECORDING NO 7906050098 TH N 00-14-00 W
210 FT TAP OF CURVE TH NLY 104.72 FT ALG ARC OF NON TANGENT CURVE TO LFT RAD
40 FT RADIUS PT BEARING N 00-14-00 W THRU C/A 150-00-00 TAP OF REV CURVE TH
NLY 41.89 FT ALG ARC OF TANGENT CURVE TO RGT RAD 40 FT THRU C/A 60-00-00 TAP
OF TANGENCY TH N 00-14-00 W 121.31 FT TH N 89-46-00 E 115.50 FT TH N
00-14-00 W 8.50 FT TH N 89-46-00 E 98.50 FT TH N 00-14-00 W 8.50 FT TH N
89-46-00 E 24.61 FT TH S 60-14-00 E 17.19 FT TH N 29-46-00 E 49.36 FT TAP OF
CURVE TH NLY 52.96 FT ALG ARC OF TANGENT CURVE TO LFT RAD 320 FT THRU C/A
09-28-59 TAP ON SD CURVE TH S 77-75-04 E 30.59 FT TH S 12-34-56 W 28 FT TH S
77-25-04 E 105.59 FT TH S 31-16-45 W 11.09 FT TH S 34-31-52 W 60.54 FT TH S
30-51-21 W 61.78 FT TH S 13-16-05 W 53.94 FT TH S 15-57-27 W 51.82 FT TH S
13-48-40 W 54.33 FT TH S 00-38-22 E 62.39 FT TH S 00-18-55 W 41.21 FT TH S
07-39-16 E 53.77 FT TH S 18-27-46 E 56.37 FT TH S 27-57-17 E 8.24 FT TH N
89-47-00 W 343.34 FT TO POB AKA REVISED LOT 3 OF CITY OF TUKWILA BDRY LN ADJ NO
81-40 BLA RECORDING NO 8112160540 REVISING CITY OF TUKWILA BDRY LN ADJ NO 81-1
BLA RECORDING NO 8102050389
TOTAL OCCUPANT LOAD
47 OCCUPANTS
OPEN OFFICE
862 S.F.
OCC. LOAD: 100
S.F/OCC.= 9 OCC
OFFICE
134 S.F.
OCC. LOAD:
100
S.F/OCC.=
1 OCC
EXISTING CONDITION
CONFERENCE
278 S.F.
OCC. LOAD: 15
S.F/OCC.= 18 OCC
148 S.F. 160 S.F.
OCC. LOAD: OCC. LOAD:
100 300
S.F/OCC.= S.F/OCC.=
1 OCC 1 OCC
34 OCCUPANTS
EXISTING THROUGH
THIS DOOR
13 OCCUPANTS
EXISTING THROUGH
THIS DOOR
STREET MAP
DRAWING INDEX
\ DRAWING ISSUED
r')
CD
M
M
co
GENERAL
X
X
G.0.0 COVER SHEET / PROJECT INFORMATION
X
X
G.0.1 PROJECT NOTES
X
X
ARCHITECTURAL / INTERIORS
A.2A.1 DEMOLITION PLAN
CONSTRUCTION PLAN
ANDOVER PARK W
STRANDER BLVD
DEFINITIONS AND DIMENSIONS
KEY PLAN / FLOOR PLATE - 1":25'
SYMBOLS
L
D
SECTION REFERENCE SYMBOL
ELEVATION REFERENCE SYMBOL
U DETAIL ID
SHEET NO.
DETAIL REFERENCE SYMBOL
COLUMN AND/OR GRID LINE SYMBOL
DIMENSION LINE:
O
20'-0"
O
L ANGLE
(§ AT
CENTERLINE
INDICATES FINISHED
SURFACES TO ALIGN
DRAWING TITLE BAR
DETAIL IDENTIFICATION
DRAWING TITLE
GRAPHICAL SCALE
FLOOR ELEVATION SYMBOLS
92'-O" +1'-0" NOMINAL FLOOR
ELEVATION
HEIGHT (ABOVE/BELOW)
BUILDING SPACE / ROOM ID
OFFICE SPACE NAME
1127
-�-- SPACE NUMBER
DOOR SYMBOL
DOCUMENT SHEET SYMBOL
-0-- KEYED SHEET NOTES
GLAZING SYMBOL
-0-- REVISION NUMBER
A. DEFINITIONS:
1. "TYPICAL" OR "TYP" INDICATES IDENTICAL COMPLETE SYSTEM FOR THE CONDITION NOTED.
2. "SIMILAR" OR "SIM." INDICATES COMPLETE SYSTEM AND COMPONENTS COMPARABLE TO
THE CHARACTERISTICS FOR THE CONDITION NOTED.
3. "AS REQUIRED" INDICATES CONTRACTOR SHALL PROVIDE COMPONENTS REQUIRED TO
COMPLETE THE NOTED SYSTEM AS INDICATED IN THE PROJECT DOCUMENTS.
4. "ALIGN" INDICATES ACCURATELY PROVIDE FINISH FACES OF MATERIALS IN STRAIGHT,
TRUE, AND PLUMB RELATION ADJACENT MATERIALS.
5. "CLEAR" INDICATES CRITICAL DIMENSION AND SHALL SET PRECEDENT FOR LAYOUT OF
PARTITIONS.
B. DIMENSIONS:
1. DIMENSIONS ARE INDICATED TO THE FACE OF FINISHED SURFACE AT ALL NEW AND
EXISTING CONSTRUCTION, CENTER OF COLUMNS OR GRID LINES UNLESS OTHERWISE NOTED
2. ALIGNMENT OF PARTITIONS AND FINISHES AS SCHEDULED SHALL BE STRAIGHT, TRUE &
PLUMB. DIMENSIONAL LAYOUT SHALL BE IN THE FOLLOWING PRIORITY ORDER.
A. STRUCTURAL DRAWINGS
B. LARGE SCALE DETAILS
C. SMALL SCALE DETAILS
D. ENLARGED PLANS AND SECTIONS
E. FLOOR PLANS
3. MINIMUM DIMENSIONS FOR ACCESSIBILITY CLEARANCES AND BUILDING CODE
REQUIREMENTS SHALL BE MAINTAINED.
4. FLOOR ELEVATIONS ARE INDICATED AT THE FACE OF THE STRUCTURAL SLAB, UNLESS
OTHERWISE NOTED.
5. VERTICAL DIMENSIONS ARE INDICATED FROM THE FLOOR ELEVATION TO FACE OF
FINISHED MATERIAL, UNLESS NOTED ABOVE FINISH FLOOR - "AFF".
6. CEILING HEIGHTS ARE INDICATED FROM THE FLOOR ELEVATION TO THE FACE OF
SUSPENDED ACOUSTIC CEILING GRID OR FACE OF FINISH MATERIAL FOR OTHER CEILING
TYPES, UNLESS OTHERWISE NOTED.
7. DOCUMENTS ARE DRAWN DIAGRAMATICALLY, AND SCALED DIMENSIONS ARE APPROXIMATE.
DIMENSIONS SHALL INDICATE REQUIRED SIZE, CLEARANCES, AND RELATIONSHIPS ARE
INDICATED BY DIMENSIONS AS NOTED.
•
REAL TIME STAFFING
RIVERVIEW PLAZA, BUILDING I
16040 CHRISTENSEN ROAD, SUITE 101
TUKWILA, WA, 98188
FIRST FLOOR
EXISTING TENANT
LONGEST COMMON PATH
OF EGRESS TRAVEL: 96' i
EXITING HAS BEEN EXIT
IMPROVED FROM TENANT'S
PREVIOUS CONDITIONS.
REVIEWED FOR
CODE COMPLIANCE
APPROVED
JUL 242013
City of Tukwila
UILDING DIVISION
RECEIVED
CITY OF TUKWILA
JUN 1 3 2013
PERMIT CENTER
Fi Y
it No. -X10
review approval is subjectto errors and mission
of corn; ion documents does not authorize
art;• .:. on of any adopted ode or ordnance. Receipt
of Ltiproved Cod ard►' ,t 3. Is
By/di;
City Of 1UkwlIa
BUILDING DIVISION
UPJ
Tenant:
REAL TIME STAFFING
RIVERVIEW PLAZA, BUILDING I
16040 CHRISTENSEN ROAD, SUITE 101
TUKWILA, WA 98188
A Tenant Improvement for:
UNICO PROPERTIES
RIVERVIEW PLAZA, BUILDING I
16040 CHRISTENSEN ROAD, SUITE 100
TUKWILA, WA 98188
el
burgess design I interiors Q architecture
1326 Fifth Avenue. Suite 400. Seattle Washington 98101 T: (206) 587.7120 F: (206) 587.7122
All reproduction & intellectual property rights reserved c 2013
Approved by:
Date:
CONSTRUCTION WORK SHALL NOT PROCEED UNTIL
THE BUILDING OWNER / REPRESENTATIVE AND
BUILDING TENANT HAVE GIVEN THEIR APPROVAL TO
THESE CONSTRUCTION DOCUMENTS. APPROVAL BY
THESE PARTIES SHALL BE INTERPRETED AS
APPROVAL OF DRAWINGS FOR CONTENT, FINISH
SELECTIONS, SCOPE OF WORK, AND ALL DIMENSIONS
REGARDED BY EITHER PARTY AS BEING NECESSARY
TO THEIR OPERATIONS, USE OF THE SPACE,
FURNISHINGS, AND TENANT EQUIPMENT AND
FURNITURE INSTALLATIONS.
CONSTRUCTION AND/OR INITIATION OF
CONSTRUCTION, AUTHORIZED BY THE BUILDING
OWNER FROM THESE CONSTRUCTION DOCUMENTS,
SHALL BE INTERPRETED BY THE DESIGNER AS
APPROVAL IN FULL OF THESE CONSTRUCTION
DOCUMENTS BY BOTH THE BUILDING OWNER /
REPRESENTATIVE AND THE TENANT.
Professional seal
TERED
ITECT
RANDALL ALAN MORGAN
STATE OF WASHINGTON
No. Issue Description
Date
REVIEW SET 6.7.13
PERMIT SET 6.13.13
Drawn by: TS
Project N. ager: RM
Project No: 13-8206-00
COVER SHEET /
PROJECT INFORMATION
Original drawing is 24" x 36". Scale entities accordingly if reduced
G.0.0
PROJECT NOTES
1. THESE PROJECT NOTES ARE GENERIC IN NATURE. CONTRACTORS INSTRUCTIONS FOR CONSTRUCTION
ADMINISTRATION MAY VARY BASED ON THE CONTRACT BETWEEN BUILDING MANAGEMENT AND TENANT. VERIFY
WITH BUILDING MANAGEMENT ALL CONSTRUCTION REQUIREMENTS AND CONSTRUCTION ADMINISTRATION
RESPONSIBILITIES. THE DESIGNER MAY NOT HAVE CONSTRUCTION ADMINISTRATION OBLIGATIONS.
2. PLUMBING, ELECTRICAL, MECHANICAL & LIFE SAFETY SHALL BE PERFORMED UNDER THE DESIGN/BUILD
CONTRACT. ALL WORK SHALL BE TO CODE. ANY INFORMATION ON THESE DRAWINGS ARE FOR REFERENCE
AND SCHEMATIC DESIGN ONLY. CONTRACTOR IS RESPONSIBLE FOR ALL ASPECTS OF THE DESIGN. VERIFY.
REQUIREMENTS OF BUILDING MANAGEMENT AND TENANT. REVIEW OF SHOP DRAWINGS, IF APPROPRIATE, IS
FOR AESTHETIC REASONS ONLY.
3. VERIFY BUILDING STANDARDS WITH BUILDING MANAGEMENT WHEN WORKING IN SUITES WITH NON BUILDING
STANDARD ELEMENTS. VERIFY PREFERRED DETAILING OF THESE ELEMENTS WITH BUILDING MANAGEMENT.
4. VERIFY ALL RULES, GENERAL CONDITIONS AND SPECIALIZED BUILDING REQUIREMENTS WITH THE BUILDING
MANAGEMENT.
5. VERIFY LEED REQUIREMENTS WITH BUILDING MANAGEMENT.
DMSION I - GENERAL CONDITIONS
01010 SUMMARY OF WORK
1. GENERAL DESCRIPTION OF THE PROJECT: NON-STRUCTURAL INTERIOR TENANT IMPROVEMENT OF A
COMMERCIAL OFFICE SUITE, UON.
2. WHERE NO BUILDING STANDARDS EXIST FOR MATERIALS CALLED OUT AS "BUILDING STANDARD" ON THE
PLANS, THE CONTRACTOR SHALL SO ADVISE BURGESS DESIGN WITHIN TEN (10) DAYS OF THE CONTRACTOR'S
RECEIPT OF THE PLANS SO THAT BURGESS DESIGN MAY MAKE ALTERNATE SELECTIONS.
3. CONTRACTOR SHALL VERIFY ALL REQUIREMENTS OF EXACT SIZE AND QUANTITY OF EQUIPMENT FURNISHED
BY THE TENANT, INCLUDING REQUIREMENTS FOR MECHANICAL AND ELECTRICAL SERVICES, AND IS
RESPONSIBLE FOR ALL ROUGH -IN CONNECTIONS. EACH SUBCONTRACTOR IS RESPONSIBLE FOR ANY DAMAGE
TO ADJACENT WORK AND SHALL REPAIR SAID DAMAGE AT THEIR OWN EXPENSE.
4. FIRE/EMERGENCY SYSTEMS INCLUDE, BUT ARE NOT LIMITED TO, SPRINKLER MODIFICATIONS, FIRE
EXTINGUISHER PLACEMENT, AUDIBLE ALARMS, SMOKE AND HEAT DETECTORS, STROBES, AND EXIT SIGN
PLACEMENT.
5. ALL DESIGN BUILD INFRASTRUCTURE SHALL BE UNDER A SEPARATE PERMIT BY CONTRACTOR.
6. WORK NOT INCLUDED: CONTRACTOR SHALL PROVIDE THE FOLLOWING ITEMS DESCRIBED IN THE
SPECIFICATIONS AND SHOWN ON THE PLANS EXCEPT FOR THE ITEMS INDICATED "N.I.C." (NOT IN CONTRACT),
SUCH AS TELEPHONE AND DATA CABLES, OFFICE FURNITURE, EQUIPMENT AND MOBILE KITCHEN APPLIANCES.
7. CONTRACTOR TO PROVIDE ALL FIRE/EMERGENCY SYSTEMS AS REQUIRED BY ALL APPLICABLE CODES.
FIRE/EMERGENCY SYSTEMS INCLUDE BUT NOT LIMITED TO SPRINKLER MODIFICATIONS, FIRE EXTINGUISHERS,
AUDIBLE ALARMS, STROBES, SPRINKLERS, SMOKE AND HEAT DETECTORS, AND EXIT SIGNS.
8. EVERY EXIT DOOR SHALL BE OPERABLE FROM THE INSIDE WITHOUT THE USE OF A KEY OR ANY SPECIAL
KNOWLEDGE OR EFFORT, AND SHALL BE EQUIPPED WITH PANIC HARDWARE WHERE REQUIRED AND INDICATED.
9. ANY MATERIAL USED IN CONSTRUCTION SHALL MEET CURRENT FLAME CODE REGULATIONS.
10. ALL ELECTRICAL, PLUMBING AND MECHANICAL MATERIAL INSTALLATIONS SHALL COMPLY WITH THE BUILDING
SHELL STANDARD SPECIFICATIONS.
11. THE GENERAL CONTRACTOR SHALL LAY OUT THE WORK IN CONFORMITY WITH THE REQUIREMENTS OF
CONTRACT DOCUMENTS, AND WILL BE HELD RESPONSIBLE FOR PROPER ESTABLISHMENT AND MAINTENANCE
OF ALL LINES AND DIMENSIONS. BEFORE DOING AND WORK, THE GENERAL CONTRACTOR SHALL VERIFY ALL
MEASUREMENTS AND CONDITIONS AT THE SITE AND NOTIFY THE ARCHITECTS OF ANY DISCREPANCIES.
12. THE CONTRACTORS SHALL USE DIMENSIONS ONLY. DO NOT SCALE PLANS. ALL DIMENSIONS ARE TO
FINISHED FACE UNLESS OTHERWISE NOTED.
13. MATERIALS: ALL MANUFACTURED ARTICLES, MATERIALS, AND EQUIPMENT SHALL BE APPLIED AS
RECOMMENDED BY MANUFACTURERS. ALL LIKE MATERIALS USED SHALL BE OF THE SAME MANUFACTURER AND
QUALITY UNLESS OTHERWISE SPECIFIED. ALL MATERIAL, EQUIPMENT AND FIXTURES SHALL BE CODE WORTHY
WITH ALL PROPER JURISDICTIONAL APPROVALS.
DMSION II - SITE WORK
02050 - DEMOLITION
1. FURNISH ALL LABOR, MATERIALS AND EQUIPMENT AS REQUIRED TO COMPLETE THE DEMOLITION AND
REMOVAL OF ALL ITEMS LOCATED IN THE CONSTRUCTION AREAS. UPON COMPLETION OF ALL DEMOLITION
WORK, ALL AREAS SHALL BE LEFT BROOM CLEAN.
2. DEMOLITION OF TELEPHONES, ELECTRICAL, VOICE/DATA AND PANELS ARE TO BE REMOVED BACK TO
ORIGINATING SOURCE. DEMOLITION OF CORES AND RELATED CABLING TO BE REMOVED FROM TENANT SPACES
BELOW.
3. DURING THE REMOVAL OF ANY ENVIRONMENTALLY HAZARDOUS MATERIALS, PROTECTION GUIDELINES
SHOULD BE STRICTLY FOLLOWED BY CODE OR LOCAL GOVERNING AUTHORITY.
4. ALL EXISTING CONSTRUCTION ITEMS THAT INTERFERE WITH THE CONSTRUCTION NEGOTIATED BY THE
PRICING PLAN / SPACE PLAN WITH WORK LETTER SHALL BE REMOVED, RELOCATED, OR KEPT FLUSH IN
CEILING, WALL, OR FLOOR AS REQUIRED.
5. ALL DAMAGED, ALTERED OR REWORKED AREAS SHALL BE PATCHED AS REQUIRED AND FINISHED TO MATCH
EXISTING ADJACENT AREAS OR AS SPECIFIED TO PROVIDE A "LIKE -NEW FINISH".
6. CONTRACTOR SHALL PROVIDE PLASTIC SHEETING OR OTHER APPROPRIATE BARRIER TO CONTROL DUST AND
DEBRIS SUCH THAT IT DOES NOT AFFECT AREAS OUTSIDE THE AREA OF WORK.
DMSO VI - ARCHITECTURAL CARPENTRY AND CASEWORK
06100 - ROUGH CARPENTRY
1. ROUGH CARPENTRY TO INCLUDE ANY WOOD STUDS, FURRING, BLOCKING, ROUGH FRAMING, WOOD CURBS,
BUCKS, NAILERS, BACKING, FIXTURE FRAMING, EQUIPMENT SUPPORTS, ETC. AS DETAILED.
06200 - FINISH CARPENTRY
1. FINISH CARPENTRY TO INCLUDE INSTALLATION OF ALL FIXTURES AND ASSOCIATED TRIMS, HARDWARE AND
NOSINGS.
2. PROVIDE INTERIOR DOOR AND SIDELIGHT FRAMES AS SCHEDULED.
06400 - ARCHITECTURAL WOODWORK AND CASEWORK
1. CABINET CONSTRUCTION: COMPLY WITH THE A.W.I. ARCHITECTURAL WOODWORK QUALITY STANDARDS FOR
CUSTOM GRADE WORK. CABINETS SHALL BE FLUSH CONSTRUCTION.
2. PROVIDE PARTICLE BOARD, MED. DENSITY, WEIGHING <40 LB./CU. FT., AT LEAST 3/4" THICK.
3. CABINET HARDWARE: FULL EXTENSION DRAWER GLIDES, STAINLESS STEEL CABINET PULLS, US32D FINISH,
AND CONCEALED DOOR HINGES, SHELF HARDWARE AND OTHER REQUIRED ITEMS, UON IN ELEVATIONS /
DETAILS, OR PER BUILDING STANDARD.
4. PLASTIC LAMINATE: HIGH-PRESSURE DECORATIVE LAMINATE SELECTED FROM WILSONART, NEVAMAR, AND
FORMICA, UON. LAMINATE TO BE GENERAL-PURPOSE GRADE .050" HORIZONTAL AND .030" VERTICAL.
5. INTERIOR CABINET SURFACES & SHELVES TO BE OF PREFINISHED BOARD WITH POLYESTER OVERLAY, UON.
6. SHELF EDGING TO BE P -LAM, UON.
7. SUBMIT SHOP DRAWING SUBMITTALS FOR ARCHITECT REVIEW.
DMSION VIII - DOORS AND WINDOWS
08210 - WOOD DOORS
1. PROVIDE AND INSTALL INTERIOR SUITE DOORS AS INDICATED ON DRAWINGS.
2. DOOR SCHEDULE SPECIFIES FINISH (BOTH SIDES OF DOOR) AND FRAME, UON.
3. DOORS SHALL BE PRE -MACHINED FOR HARDWARE PER HARDWARE SCHEDULE.
4. SUBMIT SHOP DRAWING SUBMITTALS FOR ARCHITECT REVIEW.
. CONTRACTOR SHALL REVIEW SUITE FOR DOOR STYLE CHANGES AND VERIFY WITH ARCHITECT AND BUILDING
MANAGEMENT THE DOOR STYLE TO MATCH IF A VARIATION IS PRESENT.
08710 - FINISH HARDWARE
1. FINISH AND SPECIALTY HARDWARE INCLUDES ALL ACCESSORIES, TOOLS, AND FASTENERS REQUIRED FOR
HARDWARE INSTALLATION AND MAINTENANCE. ITEMS NOT SPECIFICALLY MENTIONED, BUT NECESSARY TO
COMPLETE THE WORK, SHALL BE FURNISHED MATCHING IN QUALITY AND FINISH OF SPECIFIED IN SIMILAR
LOCATIONS.
2. PROVIDE ALL HARDWARE AS SPECIFIED PER THE HARDWARE SCHEDULE.
3. ALL LOCK SETS SHALL CONFORM TO THE BUILDING'S GRAND MASTER KEYING SYSTEMS. PROVIDE TWO
(2) KEYS FOR EACH LOCK AND TWO (2) MASTER KEYS FOR THE SUITE. ALL KEYS TO BE TAGGED WITH
ROOM NUMBERS. CONFIRMQ UANTITY WITH BUILDING MANAGEMENT.
4. SUBMIT HARDWARE SCHEDULE WITH CATALOGUE CUT SHEETS FOR ARCHITECT REVIEW.
5. ALL DOORS SHALL HAVE A MINIMUM OF 1-1/2 PAIR OF BUTT HINGES, ONE LATCHSET OR LOCK SET,
AND ONE DOOR STOP TO MEET ACCESSIBILITY REQUIREMENTS.
6. ALL HARDWARE SHALL BE COMMERCIAL GRADE AND RATED AT REQUIRED ASSEMBLIES.
7. PROVIDE CLOSERS PER HARDWARE SCHEDULE AND AT ALL RATED ASSEMBLIES.
8. ALL HARDWARE SHALL MATCH BUILDING STANDARD IN STYLE AND FINISH.
9. SET UNITS LEVEL, PLUMB AND TRUE TO LINE AND LOCATION. ADJUST AND REINFORCE THE ATTACHMENT
SUBSTRATE AS NECESSARY FOR PROPER INSTALLATION AND OPERATION.
10. ADJUST AND CHECK EACH OPERATING ITEM OF HARDWARE AND EACH DOOR TO ENSURE PROPER
OPERATION OR FUNCTION OF EVERY UNIT. REPLACE UNITS WHICH CANNOT BE ADJUSTED TO OPERATE
FREELY AND SMOOTHLY AS INTENDED FOR THE APPLICATION MADE.
11. PROVIDE PROPER SMOKE GASKETS AT RATED ASSEMBLIES.
12. MATCH BUILDING STANDARD SPECIFICATIONS AND FINISHES.
13. THE FOLLOWING UL LISTINGS ARE REQUIRED ON THE FOLLOWING HARDWARE:
PANIC HARDWARE - UL #305
FIRE EXIT HARDWARE - UL #106 & UL #305
ELECTROMAGNETIC LOCK HARDWARE - UL # FWAX-S-A-6635
THE CRASH BAR MUST BE AT LEAST 1/2 OF THE DOOR WIDTH AND OPEN FORCE NO MORE THAN 15 LBS.
VERIFY WITH BUILDING STANDARD & MANAGEMENT AND INFORM ARCHITECT IF BUILDING STANDARD DOESN'T
COMPLY.
08810 - GLASS
1. ALL GLASS AT SIDELIGHTS AND DOORS SHALL BE 1/4" TEMPERED SAFETY GLAZING, UON.
2. CONTRACTOR SHALL VERIFY GLASS THICKNESS IS APPROPRIATE. FOR DIMENSIONS AND SPANS.
3. THIS PROJECT CONTAINS GLAZING THAT WILL BE SUBJECT TO FEDERAL GLAZING STANDARDS. GLAZING
SUBCONTRACTOR SHALL BE RESPONSIBLE FOR ADHERENCE TO THE REQUIREMENTS. IF GLAZING
SUBCONTRACTOR FINDS ANYTHING IN THE DOCUMENTS NOT IN COMPLIANCE WITH THE STANDARD, THEY
SHALL BRING DISCREPANCIES TO THE ATTENTION OF THE ARCHITECT BEFORE PROCEEDING WITH THE WORK.
4. RATED GLASS (CERAMIC) RELITE SHALL BE PREMIUM POLISHED FINISH.
DMSION IX FINISHES
09250 GYPSUM DRYWALL AND METAL STUDS
1. INCLUDE NECESSARY MATERIALS, LABOR AND ACCESSORIES FOR THE INSTALLATION OF ALL PARTITIONS AS
SHOWN IN THE PLANS.
2. "WALL SURFACES" MEAN ALL VERTICAL SURFACES INCLUDING COLUMNS WHERE EXPOSED, CONVECTOR OR
RADIATOR ENCLOSURES, FASCIAS, RETURNS, PLYWOOD BACKBOARDS, ETC.
3. ALL PARTITION HEADS SHALL MATCH BUILDING STANDARD, UON.
4. WALLS SHOWN ALIGNED WITH BASE BUILDING STRUCTURE SHALL BE FLUSH AND SMOOTH WITH BASE
BUILDING STRUCTURE, UON.
5. SEISMIC BRACING: PROVIDE SEISMIC BRACING AS REQUIRED PER THE LATEST BUILDING CODES TO THE
PARTITION HEADS AND CEILING GRID.
6. FRAMING STUDS: GALVANIZED STEEL STUDS PER CONSTRUCTION PLANS. PROVIDE WITH SHEET METAL
BACKING WITHIN ALL WALLS RECEIVING CASEWORK (CABINETS, BOOKSHELVES, ETC.). VERIFY STUD SIZE
MATCHES DOOR FRAMES IN STOCK IF APPLICABLE.
7. CONTRACTOR SHALL PROVIDE AND LOCATE ACCESS PANELS AS REQUIRED AFTER INSTALLATION OF
MECHANICAL DUCTS, PLUMBING, AND ELECTRICAL WORK. FIRE RATE AS REQUIRED.
8. ALL DRYWALL TO BE 5/8" TYPE "X" UNLESS OTHERWISE NOTED. PROVIDE "M/R" TYPE DRYWALL WHERE
REQUIRED BY CODE AND AT ALL TOILET ROOMS, AND BEHIND CERAMIC TILES, UON.
9. INSTALL CORNER BEADS AT ALL EXTERNAL CORNERS. INSTALL METAL EDGE TRIM WHENEVER EDGE OF
GYPSUM BOARD WOULD OTHERWISE BE EXPOSED OR SEMI -EXPOSED.
10. PRIOR TO RECEIVING FINISH, ALL SURFACES SHALL BE PROPERLY PREPARED AS REQUIRED TO RECEIVE
FINAL FINISHING AS SPECIFIED.
11. EXTEND ALL SOFFIT FRAMING TO STRUCTURE ABOVE. PROVIDE STRUCTURAL DIAGONAL BRACING AS
NECESSARY.
12. PROVIDE FRAMING FOR SUSPENDED CEILING WITH SEISMIC BRACING IN ACCORDANCE WITH REQUIREMENTS
OF APPLICABLE CODES AND AS SHOWN ON DRAWINGS.
13. USE ACOUSTICAL SEALANT AROUND ALL PIPES, DUCTS, CONDUIT, OUTLETS, SWITCHES, ETC. ON BOTH
SIDES OF CROSSING/PENETRATING WALLS WITH ACOUSTICAL INSULATION. PENETRATIONS OF FIRE -RATED
WALLS SHALL BE PROTECTED BY APPLICABLE FIRE -RATED ASSEMBLIES AND MATERIALS.
14. FIRE AND SMOKE SEPARATION ASSEMBLIES SHALL BE MARKED AS REQUIRED IN IBC SECTION 703.6.
09500 - CEILING SUSPENSION SYSTEMS.
1. PROVIDE NEW CEILING TILE, CEILING GRID AND ALL ACCESSORIES AS REQUIRED TO INSTALL SUSPENDED
ACOUSTICAL CEILINGS AS INDICATED ON DRAWINGS.
2. PROVIDE SEISMIC BRACING AS REQUIRED BY CODE AT NEW CEILING WORK ONLY. VERIFY WITH BUILDING
MANAGEMENT IF EXISTING CONDITIONS ARE SEISMICALLY BRACED OR PROVIDE PER CODE.
3. COORDINATE WORK WITH OTHER TRADES HAVING WORK IN THE CEILING AND THE TELEPHONE AND DATA
CABLE COMPANIES WHEREVER THEIR RESPECTIVE WORK IS CONTIGUOUS.
4. PROVIDE CUTOUTS AND OTHER SPECIAL PROVISIONS IN ACOUSTICAL WORK AS REQUIRED FOR LIGHTING
FIXTURES, REGISTERS, DIFFUSERS, SPRINKLERS, AND OTHER INSERTED ITEMS.
5. ALL CUTOUTS SHALL BE CENTERED WITHIN ACOUSTIC CEILING TILE, UON.
6. ALL MATERIALS SHALL HAVE CLASS 1 FLAME SPREAD RATING AND BE INSTALLED IN ACCORDANCE WITH
MANUFACTURER'S SPECIFICATION AND CODES.
7. ALL JOINTS IN THE TILE FIELD SHALL BE SQUARE, LEVEL AND PERFECTLY ALIGNED WITH EACH OTHER.
8. INSTALLED SUSPENDED CEILINGS TO BE LEVEL WITHIN A TOLERANCE OF 1/8" IN 12'-0". ANCHOR AS
REQUIRED.
9. IN AREAS OF ALTERATIONS CONTRACTOR SHALL MATCH CONDITIONS AND MAKE EVERY EFFORT TO ALIGN,
LEVEL AND MATCH NEW CEILING TO OLD. CONTRACTOR SHALL REVIEW ALL CEILINGS UPON COMMENCEMENT
OF THE PROJECT AND INFORM THE BUILDING MANAGEMENT OF ANY DISCONTINUITIES IN THE CEILING WITHIN
10 DAYS.
10. ADJUST PARTITION HEAD DETAIL TO MATCH EXISTING CEILING CONDITIONS IF NECESSARY.
09530- ACOUSTICAL TREATMENT
1. PROVIDE ACOUSTICAL INSULATION BETWEEN FRAMING STUDS AND EXTENDING TWO FEET ON EACH SIDE OF
PARTITION HEAD ABOVE CEILINGS FOR ALL WALLS NOTED PER PLANS.
2. NEW DEMISING WALL CONSTRUCTION TO HAVE SOUND BATT INSULATION BETWEEN FRAMING STUDS AND
TWO FEET OF INSULATION ON EITHER SIDE OF THE PARTITION HEAD ABOVE CEILING GRID, UON.
09650 - RESILIENT FLOORING
1. PROVIDE VCT, SHEET LINOLEUM, SHEET VINYL AND RUBBER BASE AS INDICATED IN DRAWINGS. COLOR AND
MANUFACTURER PER FINISH SCHEDULE.
2. PROVIDE RUBBER -REDUCING STRIPS IN COLOR TO MATCH SPECIFIED BASE. REDUCING STRIPS TO OCCUR
AT ALL AREAS OF FLOOR MATERIAL TRANSITION.
3. BASE TO BE INSTALLED IN LONGEST AVAILABLE LENGTH WITH NO PIECE LESS THAN 12". NO JOINTS AT
OUTSIDE CORNERS OR WITHIN 6" OF CORNERS.
4. PATCH, LEVEL AND PREPARE SUB FLOORING WITH CEMENTITIOUS UNDERLAY PER MFR'S WRITTEN
INSTRUCTIONS IN AREAS TO RECEIVE NEW FLOORING. MAX. ALLOWABLE TOLERANCE = 1/4" OVER 10'.
5. GENERAL CONTRACTOR SHALL APPLY FLOOR WAX TO NEW FLOORING AREAS PER MANUFACTURERS
SPECIFICATION, UON.
6. UNLESS SPECIFIED ALL RUBBER BASE SHALL BE COVED BASE.
09680 CARPET
1. PROVIDE AND INSTALL COMMERCIAL GRADE CARPET AS INDICATED IN DRAWINGS.
2. PREPARE SUB FLOOR WITH LIGHT WEIGHT CONCRETE UNDERLAY WHERE REQUIRED TO PROVIDE APPROVED
SUBSTRATE. MAX. ALLOWABLE TOLERANCE = 1/4" OVER 10'.
3. PROVIDE SEAMING DIAGRAMS FOR ARCHITECT'S REVIEW.
09900 - PAINTING AND STAIN
1. UNLESS OTHERWISE NOTED, PRIME ALL GWB WALL SURFACES AND PAINT WITH MINIMUM OF TWO (2)
FINISH COATS OF BENJAMIN MOORE EGGSHELL FINISH LATEX PAINT OR APPROVED EQUAL, UON. PROVIDE
FOR NUMBER OF PAINT COLORS AS INDICATED IN DRAWINGS.
2. FINISH DOORS, DOOR FRAMES, AND SIDELIGHT FRAMES AS INDICATED IN DRAWINGS.
A) PAINTED WOODWORK TO BE FINISHED WITH ONE (1) COAT PRIMER AND TWO
(2) FINISH COATS.
B) SEALED WOODWORK TO BE STAINED PER FINISH SCHEDULE AND SEALED WITH
A COMMERCIAL GRADE CLEAR SATIN VARNISH.
3. PAINT FOR THE LIGHT SURFACES TO CONFORM TO THE REQUIREMENTS OF THE "ARCHITECTURAL
SPECIFICATIONS MANUAL" (AWS) FOR PAINT SYSTEMS. LATEX PAINT: AWS SYSTEM 3-B "CUSTOM" (1) COAT
PRIMER AND TWO (2) FINISH COATS. GRADE LIGHT COLOR PAINT FINISH ON GYPSUM BOARD SURFACES.
4. PAINT FOR THE DARK SURFACES TO CONFORM TO THE REQUIREMENTS FOR THE "ARCHITECTURAL
SPECIFICATIONS MANUAL" (AWS) FOR PAINT SYSTEMS. LATEX PAINT: AWS SYSTEM 3-B "CUSTOM" (1) COAT
PRIMER AND TWO (2) FINISH COATS. GRADE DEEP TONE PAINT FINISH ON GYPSUM BOARD SURFACES.
5. UPON COMPLETION OF WORK, REMOVE EXCESS PAINT, STAIN, VARNISH, ADHESIVE, CAULK, ETC. FROM ALL
OTHER SURFACES THAT WERE NOT SPECIFIED TO RECEIVE SAME.
6. TOUCH-UP AND PATCH SURFACES AS REQUIRED AFTER THE COMPLETION OF WORK BY OTHER TRADES.
7. WHERE COLUMNS OCCUR IN AREAS SCHEDULED TO BE FINISHED, THEY SHALL RECEIVE THE SAME FINISH
AS THE ROOM, UON.
8. ALL PAINTED SURFACES SHALL BE PREPARED IN STRICT ACCORDANCE WITH MANUFACTURER'S
SPECIFICATIONS (ESPECIALLY IN REGARD TO THE PRIMING OF EXISTING SURFACES).
9. PUTTY ALL NAIL HOLES, COUNTERSUNK SCREWS, BOLTS, CRACKS, ETC. BEFORE APPLYING FINISH.
10. SAND ALL WOOD SURFACES SMOOTH AND EVEN BEFORE APPLYING FINISH.
11. SAND ENAMELED FINISHES APPLIED TO WOODS OR METAL BETWEEN COATS WITH FINE SANDPAPER TO
PRODUCE SMOOTH FINISH.
12. MAKE FINISH WORK UNIFORM AND SMOOTH, FREE OF RUNS, SAGS, DEFECTIVE BRUSHING AND CLOGGING.
MAKE EDGES OF PAINT ADJOINING OTHER MATERIALS OR COLORS SHARP AND CLEAN WITHOUT OVERLAPPING.
DMSION XII - FURNISHINGS
12500 - WINDOW TREATMENT
1. ALL EXISTING INTERIOR AND PERIMETER MINI BLINDS TO BE BAGGED AND CLEANED TO LIKE -NEW
CONDITION.
2. ALL PERIMETER GLAZING TO RECEIVE BLINDS AS INDICATED IN DRAWINGS. COORDINATE WITH BUILDING
MANAGEMENT. MATCH EXISTING CONDITIONS UON.
3. ALL INTERIOR SIDELIGHTS TO RECEIVE 1" MINI -BLINDS WHERE INDICATED IN DRAWINGS.
4. PROVIDE SAMPLE AND CUT SHEET TO ARCHITECT FOR REVIEW.
12900 - SIGNAGE
1. PROVIDE AND INSTALL ALL CODE REQUIRED SIGNAGE.
DMSION XV - MECHANICAL
15400 - PLUMBING
1. PROVIDE SUPPLY, WASTE AND VENT LINES, VALVES, FITTINGS, ETC. REQUIRED FOR KITCHEN SINKS,
DISHWASHER, REFRIGERATOR, AIR CONDITIONING UNIT(S), VENDING MACHINES, COFFEE MAKER, WATER
HEATERS, ETC.
2. ALL FIXTURE INSTALLATIONS SHALL CONFORM TO THE AMERICANS WITH DISABILITIES ACT.
3. PROVIDE NEW PLUMBING FIXTURES AS SPECIFIED PER DRAWINGS, OR PER BUILDING STANDARD, UON.
4. PROVIDE HOT AND COLD WATER TO SINKS/DISHWASHERS IF APPLICABLE.
5. ALL NEW WATER HEATERS ARE TO BE INSTALLED WITH DRIP PAN CONNECTED TO WASTE LINE. VERIFY
LOCATIONS WITH BUILDING MANAGEMENT AND INSPECTORS.
6. ALL PLUMBING FIXTURES ARE TO BE INSTALLED TO MEET CURRENT GOVERNING LOCAL AND FEDERAL
CODES.
7. CONTRACTOR SHALL PROVIDE INSTALLATION DESIGN DOCUMENTS TO ARCHITECT AND BUILDING OWNER FOR
REVIEW AND APPROVAL PRIOR TO INSTALLATION.
8. VERIFY WATER SUPPLY & SEWER DRAIN CAPACITY FOR ENTIRE BUILDING WILL MEET NEW CAPACITY WHEN
NEW RESTROOMS ARE ADDED TO BUILDING.
15500 - FIRE PROTECTION
1. ALTER OR INSTALL FIRE PROTECTION SYSTEM PER BUILDING STANDARD, LOCAL REGULATIONS AND
ORDINANCES.
2. PROVIDE ALL EMERGENCY LIGHTING, EXIT SIGNS, FIRE ALARM SPEAKERS, STROBES AND BELLS AS
REQUIRED BY CODE. DESIGN AND INSTALL THE SAME IN COMPLIANCE WITH THE AMERICANS WITH
DISABILITIES ACT.
3. PROVIDE SPRINKLERS, FIRE RATED DOORS AND FRAMES, FIRE EXTINGUISHERS, ETC. AS REQUIRED BY
APPLICABLE LOCAL CODES AND LAWS.
4. FIRE EXTINGUISHERS SHALL BE BY UNDERWRITER'S LABORATORY 2A-10BC 5 -LB, MULTIPURPOSE
EXTINGUISHER WITH SQUEEZE -.TYPE HANDLE AND FLEXIBLE DISCHARGE HOSE WITH VISIBLE PRESSURE GAUGE,
UON.
5. FIRE EXTINGUISHERS SHALL BE INSTALLED PER BUILDING STANDARD REQUIREMENTS, UON. VERIFY
LOCATION WITH FIRE MARSHALL WHEN REQUIRED BY CODE, PROVIDE 1 WALL MOUNT TYPE IN EACH SERVER
ROOM OR LABORATORY.
6. DESIGN BUILD FIRE PROTECTION DRAWINGS INDICATE:
A. LAYOUT, LOCATION, AND SIZE OF SPRINKLER LINES AND HEADS.
B. PRESSURE REQUIREMENTS.
C. SPRINKLER HEAD SPECIFICATIONS.
D. LOCATION OF FIRE PROTECTION RISERS AND WALL HYDRANTS
7. CONTRACTOR TO PROVIDE INSTALLATION DESIGN DOCUMENTS TO ARCHITECT AND BUILDING OWNER FOR
REVIEW AND APPROVAL PRIOR TO INSTALLATION. `°INCLUDE HORNS AND STROBES.
8. ALL SPRINKLER HEADS SHALL BE CENTERED IN ACOUSTICAL CEILING TILE, UON.
9. USE OF NFPA 13 QUICK RESPONSE HEADS MAY BE REQUIRED. CONTRACTOR SHALL VERIFY EXTENT OF
QUICK RESPONSE HEADS BY CITY FOR THIS PROJECT.
15800 - HEATING VENTILATING AND AIR CONDITIONING
1. PROVIDE BUILDING STANDARD HVAC SYSTEM WITH ALL MATERIALS, LABOR AND ACCESSORIES FOR
COMPLETE OPERATION OF SYSTEM. CONTRACTOR TO BALANCE HVAC SYSTEM AS REQUIRED.
2. DESIGN BUILD MECHANICAL ENGINEERING DRAWINGS INDICATE:
A. DUCTS, AIR MOVEMENT. REQUIREMENTS, & SIZES OF GRILLES & REGISTERS.
3. CONTRACTOR TO PROVIDE INSTALLATION DESIGN DOCUMENTS TO ARCHITECT AND
BUILDING OWNER FOR REVIEW AND APPROVAL PRIOR TO INSTALLATION.
4. HVAC CONTRACTOR TO CLEAN, REPAIR OR REPLACE SOILED OR DAMAGED HVAC GRILLS, FILTERS AND
THERMOSTATS.
5: RE -ZONE, ALTER OR SEPARATE HVAC AS NECESSARY AS DIRECTED BY BUILDING MANAGEMENT FOR
ALTERED SUITES.
16000 - ELECTRICAL AND TELECOMMUNICATIONS
1. REUSE EXISTING ELECTRICAL AND DATA AS APPROPRIATE TO MEET THE TENANT'S REQUIREMENTS. REPLACE
OUTLET COVER PLATES TO MATCH NEW FINISH IF APPLICABLE.
2. PROVIDE ALL WORK, EQUIPMENT AND LABOR FOR A COMPLETE AND OPERABLE ELECTRICAL SYSTEM.
PROVIDE ELECTRICAL OUTLETS PER POWER AND DATA PLAN.
3. PROVIDE MUD RING FOR DATA AND COMMUNICATION AS SHOWN ON THE POWER AND DATA PLAN. EACH
MUD RING TO HAVE A MINIMUM NUMBER OF WIRE PULLS AS INDICATED ON DRAWINGS. COORDINATE DATA
CABLE CONFIGURATION WITH THE TENANT.
4. ALL OUTLETS AND MUD RINGS TO BE LOCATED AT 18" AFF TO THE CENTER LINE, UON.
5. WHERE MULTIPLE DEVISES OCCUR IN A SINGLE LOCATION, ALL DEVICES SHALL BE GANGED UON.
6. ALL ELECTRICAL OUTLETS WITHIN THE CODE REQUIRED DISTANCE FROM A SINK SHALL BE ON A GROUND
FAULT INTERRUPTED CIRCUIT.
7. ALL WIRING DEVICES: SHALL BE BUILDING STANDARD EXCEPT: "ISOLATED GROUND" OUTLETS SHALL BE
ORANGE, "HOSPITAL GRADE ISOLATED GROUND" OUTLETS SHALL BE ORANGE WITH A GREEN DOT,
"EMERGENCY" OUTLETS SHALL BE RED, AND "DEDICATED" OUTLETS FOR "CLEAN CIRCUIT" FIXTURES SHALL BE
GRAY (UNLESS BUILDING STANDARD DICTATES OTHERWISE). ALL COVER PLATES SHALL BE BUILDING
STANDARD FINISH, UON. VERIFY WITH BUILDING MANAGEMENT.
8. PROVIDE SEPARATE CIRCUITS FOR TENANT'S EQUIPMENT (INCLUDING THE TELEPHONE SWITCH, COPIERS,
COMPUTERS, ETC.) WHEN NOTED ON THE CONSTRUCTION DOCUMENTS.
9. COORDINATE SCHEDULE WITH FURNITURE VENDOR FOR THE USE OF ELECTRICIANS DURING THE
INSTALLATION OF TENANT'S NEW FURNITURE.
10. ALL ELECTRICAL WIRING, TELEPHONE AND COMPUTER CABLING, AND CONDUIT SHALL BE CONCEALED IN
FLOORS, WALLS, OR CEILINGS. CABLING FOR VOICE AND DATA TO BE PROVIDED BY TENANT'S VENDORS AND
SHALL BE COORDINATED BY THE BUILDING MANAGER.
11. THE CONTRACTOR IS TO COORDINATE WITH THE TENANTS SUPPLIED FURNITURE SYSTEMS TO INCLUDE
BUT NOT LIMITED TO: ELECTRICAL AND DATA WIRING LOCATIONS, J -BOX LOCATIONS, CONNECTIONS AND WALL
MOUNTED REQUIREMENTS.
12. THE CONTRACTOR IS TO VERIFY EXISTING ABANDONED CORE DRILL LOCATIONS AND FILL AS REQUIRED
WITH MATERIAL TO MEET CURRENT FLAME SPREAD REGULATIONS. LOCATIONS TO BE PREPARED TO RECEIVE
NEW FLOOR FINISH AS REQUIRED. FLOOR SHALL BE LEFT FLUSH.
13. ARCHITECTURAL DRAWINGS INDICATE LOCATION ONLY OF DEVICES SHOWN. SWITCHING AND CIRCUITING
SHALL BE INDICATED ON SEPARATE ELECTRICAL ENGINEERING AS -BUILT DRAWINGS AND SHALL MEET OWNER'S
GUIDELINES:
14. ALL TELEPHONE, ELECTRICAL, COMMUNICATION AND SECURITY WORK SHALL BE COMPLETED IN
ACCORDANCE WITH ALL APPLICABLE CODES.
15. DRAWINGS INDICATE ALL DIMENSIONS TO CENTERLINE OF TELEPHONE, ELECTRICAL, AND COMMUNICATION
COVER PLATE. OUTLETS SHOWN GROUPED TOGETHER ON PLAN SHALL BE SET TO A MINIMUM DIMENSION
BETWEEN EACH DEVICE.
16. BACK-TO-BACK OUTLETS ARE NOT PERMITTED. OFFSET OUTLETS THE MINIMUM DIMENSION REQUIRED
FOR ACOUSTICAL CONTROL
17. LOCATION OF ALL WALL MOUNTED POWER AND DATA DEVICES SHALL BE FIELD REVIEWED BY THE TENANT
BEFORE INSTALLATION.
18. ELECTRICAL ENGINEER TO PROVIDE DESIGN/BUILD PACKAGE TO ARCHITECT FOR REVIEW PRIOR TO
INSTALLATION.
19. THE LAYOUT DIAGRAMS COORDINATE LOCATION OF POWER & DATA DEVICES. REFER TO DESIGN/BUILD
DOCUMENTS FOR SCOPE, TECHNICAL LAYOUT AND SPECIFICATIONS FOR EACH DISCIPLINE.
20. ARCHITECTS DOCUMENTS INDICATE LOCATION AND RELATIONSHIP OF DEVICES. COORDINATE EXACT
LOCATION WITH FURNITURE VENDOR.
21. COORDINATE POWER/DATA, FIRE SAFETY DEVICES & LIGHT FIXTURE MOUNTING LOCATIONS WITH INTERIOR
ELEVATIONS, SYSTEM FURNITURE, FINISHES & CASEWORK.
22. PROVIDE EXTENSION RINGS AND MOUNTING ACCESSORIES WHERE REQUIRED FOR POWER/DATA DEVICES
AND LIGHT FIXTURES. COORDINATE WITH INTERIOR FINISHES AND CASEWORK.
23. CONTRACTOR TO PROVIDE INSTALLATION DESIGN DOCUMENTS TO ARCHITECT AND BUILDING OWNER FOR
REVIEW AND APPROVAL PRIOR TO INSTALLATION. INCLUDE GRILLS AND THERMOSTATS.
24. RECIRCUIT, ALTER OR SEPARATE ELECTRICAL AND VOICE SYSTEM AS NECESSARY AND AS DIRECTED BY
BUILDING MANAGEMENT FOR ALTERED SUITES.
16500 - LIGHTING
1. LOCATION OF SWITCHES SHALL BE SHOWN ON THE REFLECTED CEILING PLAN. ALL SWITCHES SHALL BE
MOUNTED AT A MAXIMUM HEIGHT OF 48" A.F.F. TO MEET THE LATEST ACCESSIBILITY CODES AND
REGULATIONS.
2. WHERE MULTIPLE SWITCHES OCCUR IN A SINGLE LOCATION, ALL SWITCHES SHALL BE GANGED UON.
0
3. WHEN WORKING IN PUBLIC CORRIDOR VERIFY SWITCHING REQUIREMENTS WITH BUILDING MANAGEMENT.
4. VERIFY WITH BUILDING MANAGEMENT SEPARATION OF SUITE SWITCHING WHEN DEMISING CONFIGURATIONS
CHANGE.
5. DOWN LIGHTS SHOWN IN THE CENTER OF CEILING TILE WITHOUT DIMENSIONS ARE TO BE LOCATED IN
THE CENTER OF CEILING TILE OR CENTER OF 2X2 PORTION OF 2X4 SECOND LOOK TEGULAR TILE. UON.
6. REUSE ALL EXISTING BUILDING STANDARD FLUORESCENT FIXTURES AS NEEDED PER DESIGN LAYOUT AND
TO MEET LOCAL ENERGY CODE COMPLIANCE. VERIFY OR PROVIDE NEW LAMPS AND REPLACE FAULTY
BALLASTS.
7. PERMIT DRAWINGS TO BE REVIEWED AND APPROVED IN WRITING BY LANDLORD PRIOR TO COMMENCEMENT
OF WORK.
8. ALL OFFICE AREAS LESS THAN 300 SQ. FT. ENCLOSED BY WALLS OR CEILING -HEIGHT PARTITIONS, AND
ALL MEETING AND CONFERENCE ROOMS, SHALL BE EQUIPPED WITH OCCUPANCY SENSORS, PER CODE.
9. DESIGN BUILD ELECTRICAL ENGINEERING DRAWINGS INDICATE:
A. CIRCUITING AND WIRING OF LIGHT FIXTURES, AND SWITCHES.
B. LIFE SAFETY EQUIPMENT.
C. LOCATION OF REQUIRED EMERGENCY LIGHT FIXTURES.
D. LIGHT FIXTURE SPECIFICATIONS
10. CONTRACTOR TO PROVIDE INSTALLATION DESIGN DOCUMENTS TO ARCHITECT AND BUILDING OWNER FOR
REVIEW AND APPROVAL PRIOR TO INSTALLATION.
11. CONTRACTOR SHALL RE -CIRCUIT AND RE -SWITCH ALL ASPECTS OF TENANT SUITE AND ADJOINING SUITES
AS NECESSARY TO FULLY SEPARATE TENANT SUITE FROM OTHERS, AND PROVIDE NEW CORRIDOR, HALLWAY
AND OPEN OFFICE SWITCHES AS NEEDED.
12. VERIFY SWITCHING WITH TENANT AND BUILDING MANAGEMENT. VERIFY APPROVED ENERGY CODE
REQUIREMENTS OR ENERGY MANAGEMENT SYSTEM AS PART OF THE DESIGN BUILD CONTRACT.
13. PROVIDE, ALTER OR VERIFY ALL EMERGENCY EXIT LIGHTING AND ACCESS PATHWAY LIGHTING AS DIRECTED
BY EXISTING CONDITIONS AND CODE REQUIREMENTS.
14. EXIT SIGNS SHALL HAVE UL #924.
Tenant:
REAL TIME STAFFING
RIVERVIEW PLAZA, BUILDING
16040 CHRISTENSEN ROAD, SUITE 101
TUKWILA, WA 98188
A Tenant Improvement for:
UNICO PROPERTIES
RIVERVIEW PLAZA, BUILDING I
16040 CHRISTENSEN ROAD, SUITE 100
TUKWILA, WA 98188
e• V '
burgess design interiors Q architecture
1326 Fifth Avenue . Suite 400. Seat le Washington 98101 T: (206) 587.7120 F: (206) 587.7122
All reproduction & intellectual property rights reserved c 2013
REVIEWED FOR
CODE COMPLIANCE
APPROVED
'JUL 2 4 2013
City of Tukwila
BUILDING DIVISION
Professional seal
No. Issue Description
Date
REVIEW SET
6.7.13
PERMIT SET
6.13.13
RECEIVED
CITY OF TUKWILA
JUN 132013
PERMIT CENTER
Drawn by: TS
Project No: 13-8206-00
Project Manager: RM
PROJECT NOTES
Original drawing is 24" x 36". Scale entities accordingly if reduced
G.0.1
DEMOLITION PLAN
0
8'
16'
24'
1/8" = 1'_ 0"
OPEN OFFICE
RECEPTION
a
ltt
CONFERENCE
cc CONSTRUCTION PLAN
0 8' 16' 24'
SYMBOL LEGEND
r___
EXISTING CONSTRUCTION TO BE REMOVED
EXISTING CONSTRUCTION TO REMAIN
NEW INTERIOR PARTI11ON CONSTRUCTION, PER DETAIL L/A.9.1
FULL HEIGHT SIDELITE
PARTIAL HEIGHT SIDELITE
0 u� FRAMELESS SIDELITE
GENERAL DEMOLITION NOTES
1. REFER TO CONSTRUCTION PLAN AND CEILING PLAN FOR EXTENT OF DEMOLITION.
2. SAVE AND STORE ALL LIGHT FIXTURES, EXIT SIGNS, DOORS & HARDWARE FOR RE—USE, UON.
3. SAVE ALL EXISTING PLUMBING FIXTURES FOR RE—USE, UON.
4. REMOVE ALL TELEPHONE, ELECTRICAL, AND DATA OUTLETS, FIXTURES, PANELS, ETC FROM ALL DEMOLISHED
PARTITIONS. REMOVE ALL CORRESPONDING CABLES, CONDUIT, WIRING, ETC. ALL THE WAY BACK TO THE ORIGINATING
SOURCE, UON.
GENERAL CONSTRUCTION NOTES
1. REFER TO PROJECT NOTES FOR CONSTRUCTION REQUIREMENTS.
2. GENERAL CONTRACTOR TO FIELD VERIFY ALL EXISTING CONDMONS PRIOR TO COMMENCEMENT OF WORK.
3. ALL INTERIOR PARTITION, PENETRATIONS, AND OTHER OPENINGS IN THE BUILDING SHELL SHALL BE SEALED,
GASKETED, OR WEATHER STRIPPED AS REQUIRED TO MEET PARTI11ON RATINGS.
4. WHERE PARTITION LAYOUT INTERSECTS EXISTING SHELL/CORE GYPSUM BOARD, REMOVE EXISTING CORNER BEADS
AND OTHER ACCESSORIES, ALIGN FACE OF PAR1TnONS, TAPE & SAND SMOOTH FOR NEW FINISH.
5. PROVIDE PARTITION ANCHOR BRACKETS FOR ALL CASEWORK, FIXTURES, EQUIPMENT, & DEVICES MOUNTED ON OR
ATTACHED TO PARTITIONS.
6. PART1ONS ARE TO BE BUILDING STANDARD FLOOR TO CEILING PARTITIONS, UON. SEE TYPICAL WALL DETAIL
SHEET FOR MORE INFORMATION.
7. DOORS AND CASED OPENINGS WITHOUT DIMENSIONS OR DETAILS ARE TO BE LOCATED 4* FROM ADJACENT WALL
OR MATCH EXISTING SUITE STANDARD.
8. NO CHANGE TO CEILING OR LIGHTING.
9. NO CHANGE TO ELECTRICAL
10. NO CHANGE TO FINISHES.
KEYED SHEET NOTES
O1 REMOVE PORTION OF EXISTING PARTITION FOR NEW DOOR.
O REMOVE PORTION OF EXISTING PARTITION FOR NEW RELITE.
<I UPPER CASEWORK TO REMAIN.
LIGHTING NOTES
1. VERIFY OR PROVIDE EGRESS ILLUMINATION PER IBC 1006 TO EXISTING LIGHTING LAYOUT. CONTRACTOR IS
RESPONSIBLE FOR DESIGN OF THIS SYSTEM UNDER THE DESIGN BUILD CONTRACT. VERIFY WITH BUILDING
MANAGEMENT'S EXISTING SYSTEM AND PROVIDE FULL COMPLIANCE TO NEW TENANT SPACE.
2. THE CONTRACTOR UNDER THE DESIGN BUILD CONTRACT SHALL PROVIDE A MINIMUM OF 1 FOOT—CANDLE PER SQUARE
FOOT, AS MEASURED FROM 18" FROM ABOVE THE FINISHED FLOOR, FOR EMERGENCY EGRESS LIGHTING CONTINUOUSLY
ALONG THE ENTIRE LENGTH OF THE PATH OF TRAVEL
REVIEWED FOR
CODE COMPLIANCE
APPROVED
JUL 2 4 2013
City of Tukwila
BUILDING DIVISION
RECEIVED
CITY OF TUKWILA
JUN 1 3 2013
PERMIT CENTER
Tenant:
REAL TIME STAFFING
RIVERVIEW PLAZA, BUILDING I
16040 CHRISTENSEN ROAD, SUITE 101
TUKWILA, WA 98188
A Tenant Improvement for:
UNICO PROPERTIES
RIVERVIEW PLAZA, BUILDING I
16040 CHRISTENSEN ROAD, SUITE 100
TUKWILA, WA 98188
burgess design interiors O architecture
1326 Fifth Avenue . Suite 400. Seattle Washington 98101 T: (206) 587.7120 F: (206) 587.7122
All reproduction & intellectual property rights reserved c 2013
Professional seal
8021
ISTERED
ITECT
RANDALL ALAN MORGAN
STATE OF WASHINGTON
No. Issue Description
Date
REVIEW SET 6.7.13
PERMIT SET 6.13.13
Drawn by: TS
Project Manager:
Project No: 13-8206-00
RM
DEMOLITION PLAN
CONSTRUCTION PLAN
Original drawing is 24" x 36". Scale entities accordingly if reduced
A.2A.1
BOTTOM
OF
STRUCTURE
1
1
1/4"
\
/\
2"X2"X12" MIN. LEG AT STRUCTURE
— ATTACH W/2 POWDER DRIVEN
FASTENERS PER BRACE OR OTHER
APPROVED METHOD
PLENUM HEIGHT OF 5'-0" OR LESS 2
1/2"x25 GA METAL STUD BRACING 0 8'-0"
OC TO STRUCTURE DIRECTION ALTERNATE.
PARTITIONS PERPENDICULAR TO PARTITION
ACT AS BRACE PLENUM OF 5'—O" TO 1O'—O"
SHALL USE NESTED OR BACK TO BACK
3-1/2" 25 GA. STEEL STUDS. ABOVE
1O'-0" OR PLENUM. CONTACT ARCHITECT
FOR ADDITIONAL INFORMATION. MAX PARTI11ON
WEIGHT 15Ibs./P.S.F.
SUSPENDED CEILING
AS SCHEDULED
VERIFY B/S HEAD CONDITION
3/8" CONT. FOAM
SOUND ISOLATION
TAPE
TAPEABLE MET. TOP TRACK
ATTACHED TO BRACING W/2
SELF—TAPPING SM. SCREWS 0
48"oc, AND 3/4" PIPE SLEEVES
2 1/2" X 25 GA (18 MILS)
METAL STUDS 0 24" OC, TO
10'-7" MAX. HEIGHT.
1 LAYER 5/8" TYPE "X"
GYP. BD. EA. SIDE OF
METAL STUDS ATTACHED
W/ #6 SCREWS 0 12"
O.C. MAX.
POWDER DRIVEN
FASTENER 0 24 OC
MET. RUNNER TRACK
SEALANT
CONCRETE
SLAB
NON -RATED FLOOR TO CEILING PARTITION
0" 4" 8" 1 2"
3" = V -o"
DOOR & HARDWARE GENERAL NOTES
1. SEE HARDWARE SPECIFICATIONS FOR HARDWARE, TYPES AND INSTALLATION.
2. DOOR WIDTH & HEIGHT ARE NOMINAL DIMENSIONS FROM JAMB TO JAMB AND FINISH FLOOR TO BOTTOM OF FRAME
0 HEAD. REFER TO SPECIFICATIONS FOR CLEARANCES.
3. DOUBLE DOOR NOMINAL WIDTH INDICATES 2 DOOR LEAVES OF EQUAL WIDTH, U.O.N.
4. DOOR CONSTRUCTION SHALL PROVIDE ATTACHMENT OF ALL HARDWARE WITHOUT THROUGH — BOLTS.
5. DOOR / HARDWARE SHALL COMPLY WITH ALL APPLICABLE IBC OR SBC & ACCESSIBILITY REQUIREMENTS.
6. ALL HARDWARE SHALL BE BUILDING STANDARD, UON.
HARDWARE GROUP
HARDWARE GROUP
HARDWARE
REMARKS
GROUP 1
SINGLE, ENTRY LOCKSET
RATED
1 ENTRY FUNCTION LOCKSET
4 HINGES
DOOR CLOSER
1 WALL—MOUNTED DOOR STOP
GROUP 2
SINGLE, PASSAGE LATCHSET
NON—RATED
PASSAGE LATCHSET
HINGES
1 FLOOR -MOUNTED DOOR STOP
DOOR SCHEDULE
CC
w
W
CO
CC
O
C]
DOOR
NOMINAL WIDTH
W
Q2
5
HARDWARE GROUP
101
3'-O"
M.E.
A
2
WD
105
3'—O"
M.E.
A
1
WD
20
DOOR TYPES
SUITE STANDARD
WOOD [FRAME
SUITE STANDARD
FLUSHI S.C. WOOD
DOOR
M.E. = MATCH ALL EXISTING CONDMONS
SIDELIGHT/GLAZING SCHEDULE
CC
w
CO
w
C]
U,
SIDELIGHT
=
C—,
w
J
V
HEADER HEIGHT
SIDELIGHT TYPE
Z
Z
W
FRAME MATERIAL
G1
M.E.
M.E.
3'-O"
A
1/4" TEMPERED
WD
SIDELIGHT/GLAZING TYPES
w
WIDTH
A
SUITE STANDARD
WOOD FRAME
GLAZING AS
SCHEDULED
1) vs. ./t
M.E. = MATCH ALL EXISTING CONDITIONS
REVIEWED FOR
CODE COMPLIANCE
APPROVED
JUL 2 4 2013
City of Tukwila
BUILDING DIVISION
RECEIVED
CITY OF TUKWILA
JUN 1 3 2013
PERMIT CENTER
Tenant:
REAL TIME STAFFING
RIVERVIEW PLAZA, BUILDING I
16040 CHRISTENSEN ROAD, SUITE 101
TUKWILA, WA 98188
A Tenant Improvement for:
UNICO PROPERTIES
RIVERVIEW PLAZA, BUILDING I
16040 CHRISTENSEN ROAD, SUITE 100
TUKWILA, WA 98188
burgess design
interiors O architecture
1326 Fifth Avenue . Suite 400. Seat le Washington 98101 T: (206) 587.7120 F: (206) 587.7122
All reproduction & intellectual property rights reserved c 2013
Professional seal
8021
SRED
ECT
RA , ALL ALAN MORGAN
STATE OF WASHINGTON
No. Issue Description
Date
REVIEW SET
6.7.13
PERMIT SET 6.13.13
Drawn by: TS
Project Manager: RM
Project No: 13-8206-00
DOOR SCHEDULE /
SIDELIGHT SCHEDULE /
DETAILS
Original drawing is 24" x 36". Scale entities accordingly if reduced
A.9.1