HomeMy WebLinkAboutPermit 5979 - Continental Mills - Office RemodelCONJTI MENTAL
MILLS
BP# 3q79
APF'HOVED FOR J
ISSUANCE BY: , ate, � €
BUILDING
OFFICIAL
DATE:
3 - 2 7" 90
I hereby certify that I have read a 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 or work. I am authorized to sign for and obtain this building permit.
SIGNATURE: t.- t77r,,1 ` ` � { ,f , �.._
DATE: .3-2.7-- 2'c)
PRINT NAME: j t,.c, '_ i 1 2 ��)L._i Z
COMPANY: ? - ..,.-� --e' 1 [.. .- ,2�j-� `' 6,- c .
PROPERTY OWNER Segale Business Park
PHONE 575 -3200
ADDRESS P.O. Box 88050, Tukwila, WA
ZI P 98138
CONTRACTOR Segale Business Park
PHONE 575 -3200
ADDRESS P.O. Box 88050, Tukwila, WA
ZI P 98138
WA. ST. CONTRACTOR'S LICENSE # SEGALBP151M5
EXP. DATE 7 - -
ARCHITECT Lance Mueller & Associates /Gary Owen Design
PHONE
ADDRESS
ZIP
TYPE OF CONSTRUCTION: \/ UBC EDITION (year)
SETBACKS: N - S - E -
Ws, -
FIRE PROTECTION:
nX Sprinklers ❑ Detectors ❑ N/A
UTILITY PE REQUIRED? ❑Yes ®N o
( r o ugh
Public Works)
ZONING: M - BAR /LAND USE CONDITIONS ❑ Yes EN()
2 - 23 - 90
2 - 23 - 90
PLAN CHECK FEE
CONDITIONS (other than those noted on or attached to permit/plans):
4.50
6048
2 - 23 - 90
ENERGY SURCHARGE
OCC.
LOAD
DESCRIPTFOIU
AMOUNT
RCPT I
DATE
BUILDING PERMIT FEE
916.00
595.00
6048
6048
2 - 23 - 90
2 - 23 - 90
PLAN CHECK FEE
BUILDING SURCHARGE
4.50
6048
2 - 23 - 90
ENERGY SURCHARGE
OCC.
LOAD
SQUARE
FEET
OCC.
LOAD
OTHER:
OCC.
LOAD
TOTAL
SQUARE FEU
TOTAL
OCC LOAD
TOTAL -
1,515.50
100
USE 4
Office /R -2
/
CODE COMPLIANCE
/
/
/
FLcoR 1
W
SQUARE
FEET
OCC.
LOAD
SQUARE
FEET
OCC.
LOAD
SQUARE
RE
FEET
OCC.
LOAD
SQUARE
FEET
OCC.
LOAD
SQUARE
FEET
OCC.
LOAD
TOTAL
SQUARE FEU
TOTAL
OCC LOAD
1st
11,760
100
11,760
100
2nd
12,026
100
12,026
100
TOTAL
23 , 786
200
CITY OF TUKWILA
Department of Community Development - Building Division
6200 Southcenter Boulevard, Tukwila WA 98188
(206) 433 -1849
BUILDING
PERMIT NO.
DATE ISSUED:
59 '19
PLAN CIi
18125 Andover Pk W
WORK: ❑ Rack Storage ❑ Reroof ❑ Remodel (residential) ❑ Other:
DESCRIBE WORK TO BE DONE:
Interior office remodel.
1
BUILDIMG PERMIT
(POST WITH INSPEC TION CARD AND PLANS
IN A CONSPICUOUS LOCATION)
FEES
PROJECT INFORMATION
UI
V LU 0
U ON•$ 178,395.00
PROJECT NAME/TENANT Continental M i l l s
TYPE OF ❑ New Building • Addition A Tenant Improvement (commercial) • Demolition (building) U Grading/Fill
ASSESSOR ACCOUNT # 352304 - 9119
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.
CERTIFICATE OF CIO � � � DATE ISSUED:
OCCUPANCY NO.
PERMIT NO.
CONTACTED
Li a m.e.:JJC
DATE READY
DATE NOTIFIED
3 "al - !0
p
( init.)a6
PERMIT EXPIRES
2nd NOTIFICATION
BY:
(init.)
AMOUNT OWING
(75'
3RD NOTIFICATION
BY:
(init.)
PLAN CHECK
NUMBER
e10-cm
0 BUILDING - - Q3 q �
initial review
FIRE S
O PLANNING
O PUBLIC
WORKS
O OTHER
CO BUILDING -
final review
BUILDINd PERMIT APPLICATION TRACKING
REVIEW COMPLETED
PROJECT NAME � ^
C_SDnt'l r ? ck l rlrl'1 i l `�
SITE ADDRESS
INSTRUCTIONS TO STAFF
• Contacts with applicants or requests for information should be summarized in writing by staff so that
any time the status of the project may be ascertained.
• Plan corrections shall be completed and approved prior to sending on to the next department.
• Any conditions or requirements for the permit shall be noted on the plans or summarized concisely
in the form of a formal letter or memo, which will be attached to the permit.
• Please fill out your section of the tracking chart completely. Where information requested is not
applicable, so note by using "N /A ".
BUILDING SQUARE FOOTAGE/OCCUPANCY INFORMATION
(to be filled out by Plan Checker)
12026
SQUARE
FEET
11 760
OCC.
LOAD
100
100
SQUARE
FEET
OCC.
LOAD
SQUARE
FEET
OCC.
LOAD
SQUARE
FEET
OCC. JSQUARE
LOAD FEET
OCC.
LOAD
TOTAL
SQUARE FEET
TOTAL OCCU-
PANCY LOAD
DEPARTMENTAL REVIEW
"X" In box indicates which departments need to review the project.
3. 20 -90 CONSULTANT: Date Sent -
J 7 ED)
FIRE PROTECTION:
INIT:
INIT:
(NIT.
INIT:
Mat-.5 Pndov -P r PIK Lk)
FIRE DEPT. LETTER DA D:
ZONING: ISAR/LAND USE CONDITIONS? ( )Yes Yl No
REFERENCE FILE NOS.:
MINIMUM SETBACKS: N-
UTILITY PERMITS REQUIRED?
PUBLIC WORKS LETTER DATED:
3_ z7_ci6 TYPE OF CONSTRUCTION:
INIT. ;d� (Uf vi 5 V 9 W 1K
i UIREME N
S. rinklers
s-
) Yes
SUITE NO.
- ME N
Date A roved -
Detectors ci N/A
INSPECTOR: /'7
U8C EDITION (year):
9 e6
SITE ADDRESS SUITE #
16125 Andover Park West
VALUE OF CONSTRUCTION - $
$178,395.00
PROJECT NAME/TENANT
Continental Mills
ASSESSOR ACCOUNT #
352304 -9119
TYPE OF ❑ New Building U Addition Tenant Improvement (commercial) U Demolition (building)
WORK: ❑ Rack Storage ❑ Reroof ❑ Remodel (residential) ❑ Other
DESCRIBE WORK TO BE DONE:
Interior office remodel
BUILDING USE (office, warehouse, etc.)
Office
NATURE OF BUSINESS: Food
WILL THERE BE A CHANGE IN USE? (xcNo U Yes IF YES, EXPLAIN:
SQUARE FOOTAGE - Building: 23786 Tenant Space: Area of Construction: 23786
WILL THERE BE STORAGE OR USE OF FLAMMABLE, COMBUSTIBLE OR HAZARDOUS MATERIALS IN THE
BUILDING? cca No ❑ Yes IF YES, EXPLAIN:
PROPERTY OWNER Segale Business Park
PHONE 575 -3200
ADDRESS P.O. Box 88050 Tukwila
ZIP98138
CONTRACTOR Segale $usiness Park
PHONE 575 -3200
ADDRESS P.O. Box 88050 Tukwila.
ZIP98138
WA. ST. CONTRACTOR'S LICENSE # SEGALBP151
EXP. DATE 7 -9 -90
ARCHITECT Lance /Mueller Gary Owen Design
PHONE
ADDRESS
ZIP
I HEREBY,.CERTIFY;THAT I :READ''AND EXAMINED THIS APPLICATION 'AND KNOW: THE SAME BE
TRUE. AND CORRECT, AND I AM AUTHORIZED TO APPLY FOR THIS: PERMIT
BUILDING OWNER
OR
AUTHORIZED
AGENT
SIC�t�AT�1R � ?� , � �
DATE ^2a - /"0
PRINT NAME
Sn R - NP1 snn
tee
PHONE
575 -3200
CITY /ZIP 98138
ADDRESS P.O. Box 88050 Tukwila
CONTACT PERSON
Steve NP1snn
PHONE
575 -3200
DESCRIPTION
AMOUNT
RCPT #
DATE
BUILDING PERMIT FEE
q((p.GO
[pOLl
Q- 1Q3-9
PLAN CHECK FEE
Sq5.OD
BUILDING SURCHARGE
Lj 5O
ENERGY SURCHARGE
OTHER:
TOTAL -
i!, 515.F.3
kV
CITY OF TUKWILA
Department of Community Development - Building Division
6200 Southcenter Boulevard, Tukwila WA 98188
(206) 433 -1849
APPLICATION MUST BE
FILLED OUT COMPLETELY
BUILDII3 PERMIT
APPLICATION
FEES (for staff use only)
APPLICATION SUBMITTAL In order to ensure that your application is accepted for plan review, please make sure to fill
out the application completely and follow the plan submittal checklist on the reverse side of this form. Handouts
are available at the Building counter which provide more detailed information on application and plan submittal
requirements. Application and plans must be complete in order to be accepted for plan review.
VALUATION OF CONSTRUCTION Valuation for new construction and additions are calculated by the Department of
Community Development prior to application submittal. Contact the Permit Coordinator at 433 -1851 prior to
submitting application. In all cases, a valuation amount should be entered by the applicant. This figure will be
reviewed and is subject to possible revision by the Building Division to comply with current fee schedules.
BUILDING OWNER / AUTHORIZED AGENT If the applicant is other than the owner, registered architect/engineer, or
contractor licensed by the State of Washington, a notarized letter from the property owner authorizing the agent
to submit this permit application and obtain the permit will be required as part of this submittal.
EXPIRATION OF PLAN REVIEW Applications for which no permit is issued within 180 days following the date of
application shall expire by limitations. The building official may extend the time for action by the applicant for a
period not exceeding 180 days upon written request by the applicant as defined in Section 304(d) of the Uniform
Building Code (current edition). No application shall be extended more than once.
If you have any questions about our process or plan submittal requirements, please
contact the Department of Community Development Building Division at 433 -1849.
DATE APPLICATION ACCEPTED
Q3
DATE APPLICATION EXPIRES
033039
COMMERCIAL
.................. .........................
a: Washingto . State floena
a i d .oheckbbf
sessor Account Number
(2) sets of construction plans, which inclu
NEW COMMER BUILDINOS/ADWTWNS
Completed building permit application (one for each struct
Assess Account Num
Two 1441 the foliown
tions:;<
Sbuctu calculatlors stamped by
•
U engineer
Se:utN>l
slirrdtssl. regfilfements
...... ............................... .
RACK STORAGE
:completed ouiiaing permit appiicadon
Assess i * Number::
• 1Wo (2) sets of plans, which ind
f B door plan showi
•
Entire: Opaae where racks will be,
• 'Exit.
Uiriunsionr of au
Tenant space flgor plan showing rack storage layout, aistea and
NOTES >Includr oyir anions of racks (height, widtft and length), aisles
and ex ways an plan,
:Structural.calculations stamped by a:Wsshington Slats licensed
engineer (radt storage 8' and
RESIDENTIAL
NEW SINGLE•FAMILY. DWELLiNGS/ADDIT1ON8
Completed building permit application (one for each structure
•
Legal description
❑ An3C3C,C.r A?. nt !' i mb..' ...
Two sets (2) of working drawings, which include
• Site plan
•
Foul iciuUun plan
• Floor . plan
• Roof plan
• Building elevations (all views
• Building cross- section
• Structural framing plans
Washington State Energy Code data
Completed utility permit application
Six (6) sets of site plans showing utilities
NOTE: Building site plan and utility site plan may be combined. See
utilhy permit application and checklist for specific submittal requirements:
Additional topographical and soils information may be required if unique
site condlldorts.
Slk3MITTAL CHECKIST
• CO MMERCIAL TENANT IMPROVEMENTS
Completed building permit appli (one for each structure or
tenant). •
RE
on of tenant spe
Ex isting en proposed parkin
Overall.; building plan;.
• :Tenant. iocatbfl :
• :Use;:of adjacent: (common wall) tenant:;
all dimensions
.60010g :or square' footage.
Floor plari'of proposed tenant specs
• Tenant: space plan with use. of each room labelled
Eicit doors; :egress :patterns
:New w exi w :walls. to be demolished
:. ....:.:.........:
Construction: dtails::
Cr oss s e c tions showing wall construction a nd method.a
achment.for ftoorsnd ceiling . `!
Structural cafcutadons stamped by Washington „State icense
engmeermay be required if structural work is to be'done (2 se
NQTE: If any tibIry work !a tq be don., aubmrt separate :utility permi
application:and plans
•
Completed buidng permit apoRcadon (one for each
:Assessor Account Number
Narrative :describing existing roof, material being removed, and.:
material being. installed
Off of the permit NO A certific letter Is required prior to: final inspection and sig
ANTENNA/SATELLITE‘ Dl8 HES;
Completed building permitapplication
Assessor Account'Number
• Two (2) sets of plans, which :inciu
Site Plan (showing build and location of antenna/satellite dish)
Details: antenna/satellite::dish and method of attachment
.......... ...............................
..... ...............................
..... .........................
RESIDENTIAL REMODELS
r---� Completed building permit application (one for each structure)
Assessor Account Number
Structural :calculattons stamped by a Washington State licensed
engineer may be required
Two (2) sets of working drawings, which include:
• Site plan
• Foundation. plan
• Floor plan
• Roof plan
• : Build i ng : e ievations. (all views
• Building se
Structural frami : pl a ns
NOTE If any uthty work Is to be done provide utility permit application
and plans must he submitted ;;
REROOFS
Completed building permit application (one for each structure)
Assessor Account Number.
Narrative describing existing roof, material being removed, an
— material being Installed.... .
NOTE A certification letter is required prior to final inspection and sign
oil of the permit
Type of Inspectio
Site Address
Requestor
Special Instructions
Inspection Results/Comments:
CITY OF TUKWILA
Buildr Department
6300 :icenter Boulevard
Tukwi wl'idA 98188
(206) 431-3670
Inspector
INSPECTION RECORD
PERMIT # S . 77 4 / 7
/434
Date Wanted /0--26,--ree
Project C
Phone #
Date
Date
a.m. 01
Buildingcartment
6300 Sou titer Boulevard INSPECTION RECORD
CITY OF TUKWILA
(206) 433-3670 4/ IA PERMIT # '7 '7
Tukwila, A 98188
r°7 Date 5
Type of Inspection OCe (_fiC Date Wanted
--
Site Address / / .5 it/Kitt/eV / bc9iy Project 410;3912111,11411
Requestor
Phone #
Special Instructions
Inspection Results/Comments:
Inspector Date 5 2-0 4
.1 a/cLe._
CITY OF TUKWILA
Building Division
Tukwila,,tWashington Boulevard
98188
(206) 433 -1849
C.
Type of Inspection Vati l l
Site Address
Requestor
Inspector /26e-E.,.p
INSPECTION RECORD
PERMIT # C r1� �1�� T7 q
Date 5 -
Inspection Results /Comments: (.n(.J / / � cc'�� F � -, 4?
(-e7)- -A-r_di1% - / 7_.-,
P r? ‘- -ryr ?
Date Wanted c d a.m.
Project ( (1
Phone # 5 '75 / g/9
Special Instructions
/4 c:r r_<.--e
•
Date WS
CITY OF TUKWILA
Building Division
6200 Southcenter Boulevard
Tukwila, Washington 98188
(206) 433-1849
PERMIT #
Date
." •
ga
Type of Inspection
Site Address Z S
Requestor on - 7K, ro
Special Instructions
Inspection Results/Comments:
A— -
/
ee,
Inspector
INSPECTION RECORD
9'7 7
qs
Date Want
C / / /1 72 '7"" )
Project () S
Phone # 7
Date
a .m.
•">‹, ./0!
CITY OF TUKWILA
Building Division
6200 Southcenter Boulevard
Tukwila, Washington 98188
(206) 433 -1849
Date 7 .-- CI qq
Type of Inspection a I _ wit . I., At Date Wanted ` l am. p.
Site Address q S g /� R roject t I
Requestor on Phone # S " 5 / 4 -Li
Special Instructions
INSPECTION RECORD
PERMIT # F='mm, 6-e/77
Inspection Results /Comments: O 1J p ,
9 a-A k i4-; A - I .q,11
Inspector 6 Date ¢ 3.. lq 0
Inspector
CITY OF TUKWILA
Building Division
6200 Southcenter Boulevard
Tukwila, Washington 98188
(206) 433 -1849
Type of Inspection AS / /., AO
Site Address • � I //1��/►
Requestor ('(� a ro
INSPECTION RECORD
PERMIT # J 9 74 7
Date — — 9 CJ
Date Want-d -90
Project
Phone #
Date �p
Special Instructions
Inspection Results/Comments: ` � / /'" hi /1) o ST
4:[ ems r U s' alo �a vsed
N, 5 ° ( e J
CITY OF TUKWILA
Building Division
6200 uwila,t Boulevard
, Washinoton98188
(206) 433 -1849
Type of Inspection
Site Address
Requestor c_ P C)1/1
Special Instructions
Inspector
Inspection Results /Comments:
!n
INSPECTION RECORD
PERMIT # ( 7
Date
Date Want
Project
Phone # S S' -F t t-j'
Date
CITY OF TUKWILA
Building Division
6200 Southcenter Boulevard
Tukwila, Washington 98188
(206) 433-1849
07-2
Type of Inspection -- " .: ( - 0.1Y\ . \
Site Address j%I *ndoveY Pfr (A-)
Requestor
Special Instructions
Inspection Results/Comments:
Inspector
INSPECTION RECORD
PERMIT
Date
Date Wanted ' j -9O
Project C.EY1A1 fl
Phone # S
5-is- 31 Li won To:kr
Date 3 eio
CITY OF TUKIir ILA
Central Permit System
1 This project is approved by this department:
FINAL APPROVAL FORM
J
Authorized Signature Date
Authorized Signature Dat
•
'control No.
Permit No. s_.. `l.2
This project is nearing completion. Please investigate your area of responsibility and indicate
below either your final approval or necessary corrections.
If no response is received within one week, it will be assumed that the project is of no concern
to your department and a certificate of occupancy may be issued.
This project is NOT approved by this department; the following corrections are necessary:
()
() 6 ��YR
()
() , 474j4rez x
()
()
()
()
()
()
()
()
� 1
TO: ❑ Building ❑ Public Works ❑ Police
❑ Planning El, Fire Dept. ❑ Parks /Recreation
1
Project Name
Address
Type of Permit(s)
2
CPS Form 3
Plan Check 090 -478: Continental Mills
18125 Andover Pk W
THE FOLLOWING COMMENTS APPLY TO E OME PART OF THE APPROVED PLANS UNDER
TUKWILA BUILDING PERMIT N -� •1 -
1. No changes will be made to the plans unless approved by the
Architect and the Tukwila Building Division.
2. Plumbing permit shall be obtained through the King County Health
Department and plumbing will be inspected by that agency,
including all gas piping (296 - 4732).
3. Electrical permit shall be obtained through the Washington State
Division of Labor and Industries and all electrical work will be
inspected by that agency (B72- 6363).
4. All mechanical work shall be under separate permit through the
City of Tukwila.
5. All permits, inspection records, and approved plans shall
posted at the job site prior to the start. of any construction.
6. Any new ceiling grid and light fixture installation is required to
meet lateral bracing requirements for Seismic Zone 3.
7. Partition walls attached to ceiling grid must be laterally braced
if over eight (B) feet in length.
8. Any exposed insulations backing material to have Flame Spread
Rating of 25 or less, and material shall bear identification
showing the fire performance rating thereof.
9. All construction to be done in conformance with approved plans and
requirements of the Uniform Building Code (1988 Edition), Uniform
Mechanical Code (1988 Edition), Washiggton State Energy Code (1989
Edition), and Washington State Regulations for Barrier Free
Facility (1989 Edition).
10. Validity of Permit. The issuance of a permit or approval of
plans, specifications and computations shall not be construed to
be a permit for , or an approval of, any violation of any of the
provisions of this code or of any other ordinance of the
jurisdiction. No permit presuming to give authority or violate or
cancel the provisions of this code shall be valid.
"X"
REQUIRED INSPECTIONS
PHONE
DATE
APPROVED
INSPECT.
INITIALS
DATE(S)
CORRECTION NOTICE ISSUED
1 Footings
433 -1849
2 Foundation
433 -1849
3 Slab and/or Slab Insulation
433 -1849
4 Shear Wall Nailing
433 -1849
5 Roof Sheathing Nailing
433 -1849
6 Masonry Chimney
433 -1849
X
7 Framing
433 -1849
8 Insulation
433 -1849
X
9 Suspended Ceiling
433 -1849
X
10 Wall Board Fastening
433 -1849
r
11
12
13
j
14 FIRE FINAL Insp:
575 -4404
15 PLANNING FINAL
433 -1849
16 PUBLIC WORKS FINAL
433 -0179
(
17 BUILDING FINAL !
433 -1849
CITY OF TUKWILA
Department of Community Development - Building Division
6200 Southcenter Boulevard, Tukwila WA 98188
(206) 433 -1849
SITE ADDRESS:
BUILDG PERMT
INSPECTION RECORD
(Post with Building Permit In conspicuous place)
SUITE NO.:
DATE ISSUED:
PROJECT:
18125 Andover Pk W Continental Mills
CALL FOR INSPECTIONS AT LEAST 24 HOURS IN ADVANCE
INSPECTION PROCEDURES AND REQUIREMENTS
BUILDING ±3cl.-1
PERMIT NO.
All approved plans and permits shall be maintained available on the site in the same location.
1. FOOTING - When survey stakes and forms are set and rebar is tied in place.
2. FOUNDATION - When forms and rebar are In place.
3. SLAB - If structural slab or if undersiab insulation is required.
4. SHEARWALL NAILING - Prior to cover.
5. ROOF SHEATHING NAILING - Prior to cover.
6. MASONRY CHIMNEY - Approximately midpoint.
7. FRAMING - After rough -in inspections such as mechanical, plumbing, gas piping, electrical and fire stopping is in place.
8. INSULATION - After framing approval, but before installation of wallboard. Baffles must be installed to keep attic
ventilation points clear.
9. SUSPENDED CEILING - Fasten diffusers, lights and seismic bracing.
10. WALL BOARD FASTENING - Prior to taping (see UBC Chap. 47 and Table 47G).
11.
12.
13.
14. FINAL FIRE INSPECTION - Contact Fire Department for their requirements.
15. FINAL PLANNING INSPECTION - Contact Planning Department for their requirements.
16. FINAL PUBLIC WORKS INSPECTION - Contact Public Works Department for their requirements.
17. FINAL BUILDING INSPECTION - When all work, corrections, reports and other inspections are complete.
OTHER AGENLIES:
Plumbing (including gas piping) — King County Health Department — 296 -4732
Electrical — Washington State Department of Labor and Industries — 872 -6363
A preconstruction meeting with the Building Inspector may be scheduled prior to starting the job by
contacting the Department of Community Development, Building Division at 433 -1849. Although not
required, a meeting of this type can often eliminate problems, delays and misunderstandings as the
project progresses. a/xaeo
"X"
REQUIRED INSPECTIONS
1 Footings
2 Foundation
3 Slab and/or Slab Insulation
4 Shear Wall Nailing
5 Roof Sheathing Nailing
6 Masonry Chimney
X 7
Framing
8 Insulation
><
9 Suspended Ceiling
X10
Wall Board Fastening
11
12
13
X 14 FIRE FINAL Insp:
15 PLANNING FINAL
16 PUBLIC WORKS FINAL
X17 BUILDING FINAL
PLAN CHECK
NUMBER
6)10- OZg
0
PROJECT:
THE FOLLOWING COMMENTS APPLY TO AND BECOME PART OF THE APPROVED PLANS UNDER
TUKWILA )UILDING PERMIT NUMBER
0
O
is
16
IB
No changes will be made to the plans unless approved by the
Architect and the Tukwila Building Division.
Plumbing permit shall be obtained through the Kir.q County Health
Department and plumbing will be inspected by that agency,
I cluding all gas piping (296- 4732).
Electrical permit shall be obtained through the Washington State
Division of Labor and Industries and all electrical work will be
pected by that agency (072- 6363).
All mechanical work shall be under separate permit through the
C ty of Tukwila.
All permits, inspection records, and approved plans shall be
posted at the job site prior to the start of any construction.
When special inspection is required either the owner, architect or
engineer shall notify the Tukwila Building Division of appointment
of the inspection agencies prior to the first building inspection.
Copies of all special inspection reports shall be submitted to the
Building Division in a timely manner. Reports shall contain
address, project name and permit number of the project being
inspected.
All structural concrete to be special inspected (Sec. 306, UBC).
All structural welding . to be done by W.A.B.O, certified welder and
special inspected (Sec. 306, UBC).
U 9 j1 high - strength bolting to be special inspected (Sec. 306, UBC).
Any new ceiling grid and light fixture installation is required to
meet lateral bracing requirements for Seismic Zone 3.
P artition walls attached to ceiling grid must be laterally braced
if over eight (8) fest in length.
Readily accessible access to roof mounted equipment is required.
Engineereed truss drawings and calculations shall be on site and
available to the building inspector for inspection purposes.
Documents shall bear the seal and signature of a Washington State
Professional Engineer.
tlA7 Any exposed insulations backing material to have Flame Spread
V'�� Rating of 25 or less, and material shall bear identification
showing the fire performance rating thereof.
Subgrade preparation including drainage, excavation, compaction,
and fill requirements shall conform strictly with recommendations
given in the soils report prior to final inspection (see attached
procedure,).
A statement from the roofing contractor verifying fire retardancy
of rook will be required prior to final inspection (see attached
procedure).
10°All construction to be done in conformance with approved plans and
1111✓✓////����� requirements of the Uniform Building Code (1988 Edition), Uniform
Mechanical Code (1908 Edition), Washinnton State Energy Code (1999
Edition), and Washington Stile Regulations for Barrier Free
Facility (1989 Edition).
All food preparation establishments oust have King County Health
Department sign -off prior to opening or doing any food processing.
Arrangements for final Health Department inspection should be made
by calling King County Health Department, 296 -4787, at least three
working days prior to desire inspection date. On work requiring
Health Department approval, it is the contractor's responsibility
to have a set of plans approved by that agency on the job site.
Fire retardant treated wood shall have a flame spread of not over
25. All materials shall bear identification showing the fire
performance rating thereof. Such identification shall be issued
by an approved agency having a service for inspection at the
factory.
20 Notify the City of Tukwila Building Division prior to placing any
concrete, This procedure is in addition to any requirements for
special inspection.
21 All spray applied fireproofing as required by U.B.C. Standard No.
43-8, shall be special inspected.
22 All wood to remain in placed concrete shall be treated wood.
23 All structural masonry shall be special inspected per U.B.C.
Section 306 (al 7.
tkrr Validity of Permit. The issuance of a permit or approval of
plans, specifications and computations shall not be construed to
be a permit for , or an approval of, any violation of any of the
provisions of this code or of any other ordinance of the
Jurisdiction. No permit presuming to give authority or violate or
cancel the provisions of this code shall be valid.
i
City of Tukwila
FIRE DEPARTMENT
444 Andover Park East
Tukwila, Washington 98188 -7661
(206) 575 -4404
Fire Department Review
Control Number 90 -078
(512)
Dear Sir:
There shall be no enclosed usable space under
Gary L. VanDusen, Mayor
March 21, 1990
Re: Continental Mills - 18125 Andover Park West, Tukwila,
Wa.
The attached set of building plans have been reviewed by
The Fire Prevention Bureau and are acceptable with the
following concerns:
1. The total number of fire extinguishers required for
your establishment is calculated at one extinguisher for
each 3000 sq. ft. of area. The extinguisher(s) should be
of the "All Purpose" (2A, 10 B:C) dry chemical type.
Travel distance to any fire extinguisher must be 75' or
less. (NFPA 10, 3 -1.1) (UFC 10 -1 (3 -1))
Extinguishers shall be installed on the hangers or in
the brackets supplied, mounted in cabinents, or set on
shelves (NFPA 10, 1 -6.6), and shall be installed so
that the top of the extinguisher is not more than 5
ft. above the floor. (NFPA 10, 1 -6.6) (UFC 10.301)
Extinguishers shall be located so as to be in plain
view (if at all possible), or if not in plain view,
they shall be identified with a sign stating, "Fire
Extinguisher," with an arrow pointing to the unit.
(NFPA 10, 1 -6.3) (UFC 10.301)
2. Exit doors shall swing in the direction of exit travel
when serving an occupant load of 50 or more. (UBC 3304(b))
Exit doors shall be openable from the inside without
the use of a key or any special knowledge or effort.
(UFC 12.104b)
City of Tukwila
FIRE DEPARTMENT
444 Andover Park East
Tukwila, Washington 98188 -7661
(206) 575 -4404
Page number 2
Gary L. VanDusen, Mayor
stairways in an exit enclosure, nor shall the open
space under such stairways be used for any purpose.
(UFC 12.106(c))
Exit hardware and marking must meet the requirements
of Uniform Fire Code Sections 12.104 & 10.402(a).
Exit signs shall be installed at required exit
doorways and where otherwise necessary to clearly
indicate the direction of egress. Signs shall be of a
contrasting color with the surrounding area and shall
have letters not less than six inches high with a
minimum letter width of 3/4 ". (UBC 3314) (UFC 12.108)
Exits shall be illuminated at any time the building is
occupied. An emergency system shall automatically
provide exit illumination upon failure of the main
power supply. (UFC 12.107(a)(b))
3. All modifications to sprinkler systems shall have the
written approval of the Washington Survey & Rating Bureau,
Factory Mutual Engineering or Industrial Risk Insurers,
then by the Fire Department. No sprinkler work shall
commence without approved drawings. (City Ordinance #1528)
(NFPA 13, 1 -9.1) (UFC 10.307)
All sprinkler drawings shall be prepared by companies
licensed to perform this type of work. Drawings shall
first be approved by the Washington Survey & Rating
Bureau, Factory Mutual Engineering or Industrial Risk
Insurers, then by the Tukwila Fire Department. No
sprinkler work shall commence without approved
drawings. (City Ordinance #1528 & NFPA 13, 1 -9.1)
(UFC 10.305)
Maintain sprinkler protection for all enclosed areas.
(NFPA 13, 4- 1.1.1) (UFC 10.302)
Contact the Tukwila Fire Department, Fire Prevention
(
4w�.;•, City of Tukwila
4
FIRE DEPARTMENT
444 Andover Park East
Tukwila, Washington 98188 -7661
(206) 575-4404
Page number 3
(NFPA 13, 1 -10.2) (UFC 10.305(b))
Gary L. VanDusen, Mayor
* ** FIRE ALARM SYSTEMS * ** - City Ordinance #1327 - NFPA 72
4. If sec. 3305g(5) exception is used, then a fire alarm
system shall be required and functionally tested.
Local UL Central Station supervision is required.
(City Ordinance #1327)
5. All electrical work and equipment shall conform
strictly to the standards of the National Electrical Code.
(NEC 70) (UFC 85.101)
All electrical wiring is to be inspected by the State
Electrical Inspector, Washington State Department of
Labor & Industries. (NEC 70)
6. All required occupancy separations, area separation
walls, and draft -stop partitions shall be maintained and
shall be properly repaired, restored or replaced when
damaged, altered, breached, penetrated, removed or
improperly installed. (UFC 10.401)
Your street address must be conspicuously posted on
the building and shall be plainly visible and legible
from the street. Numbers shall contrast with their
background. (UFC 10.208)
Any overlooked hazardous condition and /or violation of the
adopted Fire or Building Codes does not imply approval of
such condition or violation.
•3( .612-
i
Plan Review
PROJECT C i E . t4TA L "(
ADDRESS S \26 Pt-400\/-0- PK. W.
DATE
-20 -90
OCCUPANCY GROUP - 2 C5F3 1.3e
TYPE OF CONSTRUCTION
LOCATION ON PROPERTY
BUILDING HT. / NO. STORIES
FLOOR AREA Z�
OCCUPANT LOAD C c
EXITING REQUIREMENTS [ FCcriZ:. OCt > 30 1Z.P.30 EXITS
EQD. ` kE.E ' lTs 7m0tPED. (iitDT4 O.K, •5E= TI(N (J •
cEN O C. C cE Y 5 4 42 OE Tt415 At2EA O.K.
a)
1X02_31 50120a5. Lo- fC"DI tz Ntt1Q occ• Taus GAI.G'd C 40 laCcd.
'RA)0 ex (is RECZ. Tc e o Pozor )► DE D (pones - 5c11- 5) Na Ca zetwt¢s scwu E
aV4D'EXiTc.O19 •'• 140 3305 tssi)t 5 EXtTtiZZ 01K Gd t5r Feg.
ZNP
',.0•
• !.! • • • •
CC, D
P Z A TO 6c6T44 END aE is b2L D $ rt tu- LENCITI -( OF
.r'I a'. r• L•
PL! ■■11 0 ■'4
I r'F62, cx o oAtt xc. i•o►an G 1C0 • P A �►
� cANr cu, L1Sa 0 5cc
330 2f Sxrr on •U Conner— 5Mnrc,E'OETr nE., • Ar CC.R.Q,
�t26 1
DETAILED REQUIREMENTS
OCCUPANCY
TYPE OF CONSTRUCTION WC'
PART V, CHAPTER 23, U.B.C. LAT L. clear) "tt)
WC, 1 -tc'j, c X4, 71d 4-elap — ejzor T. 331%
•
CHAPTER 51 -10, W.A.C.,
`1 C Et-et-ARV— (: IDO d
NOTES:
25TOV?e.l
1 100
OAP F:O6 _ _
2C2{)
1-5T t 06)0
2nd
CITY OF TUKWILA
DEPARTMENT OF COMMUNITY DEVELOPMENT prepared by:
PLANNING DIVISION
PLAN CHECK
NUMBER
q10 - 078
BUILDING 761
-GONTINEgT-A6-MI66S
OCCUPANCY LOAD COUNT 1ST FLOOR
GARY OWEN DRAWING DATED 1-23-90
- • . ROOM - - • . -NORTH- - - EAST - •
- •
NUMBER --- DESCRIPTION -• --SOUTH - - -WEST-- •
1 ENTRY •
2 . DINING
3 LUNCH-
4 .CORRIDOR --•
5 - KITCHEN--
6 OF-F-10E,-
7 OFFICE
8 OFFICE
10 OPEN
11 OFFICE.
13 VESTIBULE
14 OFFICE
OFF-ICE
• 16 OFFICE-
17 . - -OFFICE-
7 ----------1-8 OF-F-I
19 OFFICE
OFFICE
20 . OFFICE
21 OREN
22 STORAGE- - --
24 VESTIBULE
ICE--
26 OFFICE
27 OFFICE
- - 28 OFFICE
29 - OFFICE
30 OFFICE-
31 RECEPTION
32 RECEPTIONIST
33 OFFICE 12.00 10.50 126.00
--- -
34. ---OFFIGE- 1-2-00---1-0-50 126T-00
35 OPEN 14.00 21.00 294.00
36 COMPUTOR 16.67 26.00 433.42
37 COMPUTOR 10.-00 180-00- 180.00
38 OPEN 36.00 49. 00 1764.
39 STORAGE 98.
WORK--ST-A-T-ION----28.-00 -1-0
41 CORRIDOR
FEB 2 ' IM
PERMIT CENTER
SQUARE - LOAD . LOAD
FEET FACTOR COUNT
O 0
14. 11. 154. 00 15 10
438.-00 1-5 29
O 0
9. 00 21. 08 189. 72 200 1
14.-25-- -1-1 31-------- -100 2
14.25 11.25 160.31 100 2
14.25 11.25 160. 31 100 2
44 1 0 r-50---149 63- ---- --1.00 -- --
11. 49 43. 50 499. 82 100 5
0. 00 0. 00 129. 88 100 1
8.00. 8.00 64.00. 0 0
15.32 12.00 183.84 100 2
11-. 49 12. 00 -137,88 100 1
11.49 12.00 •137.88 100 1
11.49 12.00 137.88 100 1
11.4a 12.00 137.88 100
11.49 12.00 137.88 100
14.25 17.25 245.81 100 2
14.25 10,82 1-54„-32 100 2
5.50 12.00 66. 300 0
14.25 10. 50 149.63 0 0
14,25 11,50 163.88.----100 2
14.25 18.25 260.06 100 3
11.49 12.50 143.63 100 1
11.-49 12.-50 143.63 100 1
11.49 12.50 143.63 100 1
11.49 12.50 143.63 100
22,98 12.50 2&7.25
100 1
100 1
100 3
O 0
------100 ---2
1.00 18
300 0
O 0
TOTAL-OCCUPANT LOAD 100
BUILDING 761
CONTINENT AL MILLS'
OCCUPANCY LOAD COUNT 2ND FLOOR
GARY OWEN DRAWING DATED 1 -23 -90
..ROOM .. ROOM.....
-NUMBER- - -DESCRIPT-ION- .... . .
PAGE 1
WORK` ROOM
OFFICE
4 . OFFICE
. 5 - EQUIPMENT
6 OFFICE
7 OFFICE
8 FUTURE
9 -- OFFICE
10 OFFICE
11 OFFICE
12 OFFICE
13
14
15
16
17
18
19
20 . OFFICE
- 21 OFF-TC
22 SECRETARY
23 KITCHEN
-24 VANITY
25 BATHROOM
26
27
28
29
30
31
32
22 -Fetr -90
OFFICE
SECRETARY
- OFFICE -
OFFICE
OFFICE
SECRE -TkR -Y
OFFICE
OFFICE
SECRETARY
OFFICE
SECRETARY
OFFICE
POE STORAGE
CABLE ROOM
33 GORY
34 SALES GROUP
35 SALES GROUP
w35 ---
35 SALES SALES GROUP
35 SALES GROUP
35 SALES GROUP
35 - 'SALES GROUP
35 SALES GROUP -
35 - SA-LE-S GROUP:
35 SALES GROUP
32.50 i3, bf
6.25 11. 08
STORAGE 15. 47 14. 31
6:25 1.
6.25 11.08
CUSTOMER SERVICE 15.46 20.00
- 8725 1
443. 435
69. 25
221.38
69.25
69. 25
309.20
69: - 25
6.25 11.08 69. 25
12. 50 11.25 140. 63
11:~25 140. 6
17.65 13. 66 241. 10
15.32 13.66 209.27
- 15. 32 1 -209. 27
15.32 13.66 209.27
15.32 13.66 209.27
15:32-- 1-3. 66 . -209. 27
15.32: 13.66 209.27
15. 32 13.66 209. 27
21.48 1-3. GE -293. 42
13. 59 ...... ..11.00 149. 49
CITY LF
FEB 23 19:30
PERMIT CENTER
100
100
100
100
100
100
100
100
NORTH EAST SQUARE LOAD LOAD
SOUTH -, WEST FEET FACTOR . COUNT
0 0
1.00 4
VAA
100 1
300 ' 1
100 1
100 3
2
2
100 2-
100 2
100 2
100 3
100
0 ....
0
0
1 . ..
0 ...
0
0
17.65 24.91 439.66 100 4
1- 5.32 -- 14:50 222.14 100 2 - ---
19. 15 14.50 277.67 100 - .. .. 3
11..49... 14..50.. 166. 61 .. .... .100. ..... 2
�19T -15 1-4.50 277 -46-7 100 --3
10.00 28.41 284.10 300 1.
10.00 6.00 60.00 ' 0 0
9. 61 18. 16 174.-52- 0 0-
9. 50 13. 33 126. 64 100 1
9. 50 - 13.33 126.64 100 1
--- 93-50 64--66 63.27 1.00 1.
9. 50 ' 6.66 63.27 100 1
9.50 6.66 63.27 100 1
7 7-50 6. 66 63. 2 - 7 100 ' 1
9. 50 ...... ... 6..66 .. 63...27 ..... ... .100 ......... . _... 1 .....
9..50 - - ....._ ...6. 66 ... 63. 27 .... 100 1 ......
9-4-50 - . . C.-66 631-2-7 100 1
9, 50 6 66 6 3.27 100. 1
BUILDING 761
GONTINENTALI-- M -I-66S
OCCUPANCY LOAD COUNT 2ND FLOOR
GARY OWEN DRAWING DATED 1 -23 -90
ROOM -...
• -NUMBER
35
.35 •
--3
35 ...
-: SALES 'GROUP
SALES GROUP
:JA6ES GROUP
SALES --GROUP
37 . -BOARD-ROOM
38 FUTURE.EXPANSION
39 WORK AREA
40 E-XEGU-TIVELOBB -Y
2-2-Fe b--90
...ROOM .................._
DESCRIPT ION
NORTH EAST . SQUARE LOAD LOAD
SOUTH WEST FEET FACTOR COUNT
9.50 13. 33 . 126.64 100 1
9.50. 13.33 126.64 100 1
9-r-50 61-66— 6 7 0 1 ---
9 .. 50 ........... 6. 66 63. 27..... 100.. 1 .....
0....._.....0
1- 3. -50- -- 26 -- 351 00 - -- --1-5------23—
39. 12 ,. 34. 41 1238. 12 . 100 12
14. 00. 7. 08 99. 12 100 1
12. 9. 00 108 : 00 0 0
TOTAL LOAD -COUNT
. FEB 2 a 1991
PERMIT CENTER
100 ..
BUILDING 761
--CONTINENTAL MILLS
OCCUPANCY LOAD-COUNT 1ST FLOOR
GARY OWEN DRAWING DATED 1 -23 -90
ROOM ROOM NORTH EAST
NUMBER DESCRIPTION • SOUTH WEST
o = = = a == at- =- as -o-a -= = - =-=- = is n=-=-3.a
1
2
3
4 -CORRIDOR
5 KITCHEN
6 OFFICE
7 OFFICE
8 OFFICE
9 OFFICE
10 OPEN
11 OFFICE
_12__w_.--- .._..OFF I GE
13 VESTIBULE
14 OFFICE
1-5 ----- --ORFw I CE--
16 OFFICE
17 OFFICE
_pFFIG
19 ' OFFICE
20 OFFICE
-2-1- _..- .._:_._OPEN
22 STORAGE
24 VESTIBULE
GE
26 OFFICE
27 OFFICE
--- 28 ---- OFF-ICE
29 OFFICE
30 OFFICE
35 OPEN
36
37
38
39
-40
ENTRY
DINING
LUNCH
22 Feb-90
COMPUTOR
COMPUTOR
OPEN.
STORAGE
WORK- STAT -I-ON
41 CORRIDOR
14.00
SQUARE LOAD LOAD
FEET FACTOR COUNT
0
11. 154.00 15
438.00 15
0
9.00 21.08 189.72
14.25 11.25 160.31
14.25 ' 11.25 160.31
200
100
100
14.25 11.25 160.31 100 2
14. 25 10.-50 149.6-3 -° --100-- -- ---- -- 1 --
11.49 43.50 499.82 100 5
0.00 0.00 129.88 100 1
7x66 --- 12 r00- -- -91 92--- 100 .1
8.00 8.00 64.00 0 . 0
15.32. 12.00 ' 183.84 100 2
11.-49 12.-00 1-37. 88- - 1-00 -4-
11. 49 12.00 137.88 100 1
11.49 12.00 . 137.88 100
11.49 12.00 . 137.88 100
14.25 17.25 .245.81. 100
1-4,25 10,83 1- 54-.-33 100
5.50 12.00 6G. 300
14.25 10.50 149.63 - 0
14.-25 -- 11. -50 163 . -88 1-00 2--
14.25. 18.25 260.06 1.
11.49: • 12.50 . 143.63 100 ' 1
11 -.-49 12, -50- ' 143.63 - --- -100 1
11.49 12.50 - 143.63 100
11.49 12.50 143.63 100
.. -------- .._31 --------- RECGP -T- ION -- 22.- 98------ 12 -.-50- 28 -x.25
32 .RECEPTIONIST
33 OFFICE 12.00 10. 50 126.00
- ---OF 12, 00----10.-50--1-26.-00------100 •-=-
21. 294. 100
26.00 433.42 0
49. 1764.00 :100
98. 00 300
28. 00 10-. 00 280. 00 -0-
-0 .
TOTAL- OGCURANT LOAD
0
100
100
r-
-- FE a 2 31 U
PERMIT CENTER
0
10
29
0
1
2
2
1
1
1
2
2
0
0
1
1
0
1 .
.1
-1
14. 00 3
16.67.. 0
10, 00 18. 00-180. 00 1-00 2
36.
18
0
0
100
0
PAGE 1
2-2-Feb 90
BUILDING 761
-CONTINENTAL KILLS
OCCUPANCY LOAD COUNT 2ND FLOOR
GARY OWEN DRAWING DATED 1-23-90
CITY
FEB 2 3 1990
PEHMIT CENTER
ROOM ROOM, -- - , -NORTH- - -, EAST SQUARE LOAD LOAD -
NUMBER-. ---- , SOUTH - -WEST- ,' - FEET FACTOR COUNT -
1 LOBBY 0 0
2 WORK ROOM 32.50 13.66 443.95 100 4
3 OFFICE 6,25 11,-08 69,25 iin-------4-----
4 OFFICE 6.25 11.08 69.25 100 1
5 EQUIPMENT STORAGE 15.47 14.31 221.38 300 1
7 OFFICE 6.25 11.08 69.25 100 1
8 FUTURE CUSTOMER SERVICE 15.46 20.00 309.20 100 3
9 OFFICE 6.25 11.08 69.-25 100 1
10 OFFICE 6.25 11.08 69.25 100 1
11 OFFICE 12.50 11.25 140.63 100 1
---1-2- ----OF-F-I-GE- 12.50 11,25 1-40.-63 100 -1-
13 OFFICE 17.65 13.66 241.10 100 2
14 SECRETARY 15.32 13.66 209.27 100 2
-------1B--- OFFICE
1-5,--32 13.-66 209.27 100- 2
16 OFFICE 15.32 13.66 209.27 100 •2
17 OFFICE 15.32 13.66 209.27 100 2
18 -SECRETARY 1-5. -32 13 .-66---209,27-----100 -2-
1.9 OFFICE tAs PP I-% AI4 P0 P7 100 P
20 OFFICE 15.32 13.66 2(0.27 100 P
21.4 1-a.66 - 2937 - 42 - 100
22 SECRETARY 13.59 11.00 149.49 100 1
23 KITCHEN 0 0
-------24 - ---V-ANITY 0 -0
25 BATHROOM e 0
26 OFFICE 17.65 24.91 439.66 100. 4
27 --SECRETARY 15,32----14,50 222.14 100-- 2
28 OFFICE 19.15 14.50 277.67 100 3
29 SECRETARY 11.49 14.50 166.61 100 2
30 OFFICE 19.15 -1-4. 50-- -2-7-7,67-- ---100- - - 3-
31 POS STORAGE 10.00 28.41 284.10 300. 1
32 CABLE ROOM 10.00 6.00 60.00 0 . 0
33 -CORY -9,61 18.16 1-74,52- 0 0
34 SALES GROUP 9.50 13.33 126.64 100 1
35 SALES GROUP 9.50 13.33 126.64 100 1
---- -35-------SALES-GROUR- 9.50 6.66 63,27 100---------1-
35 SALES GROUP 9.50 6.66 63.27 100 1
35 SALES GROUP 9.50 6.66 63.27 100 1
35 SALES GIMP 9,50 6166 63-.27-- 100 1
35 SALES GROUP 9.50 6.66 63.27 100 1 -
35 SALES GROUP 9.50 6.66 63.27 100 • 1
-- --35- ----SALES-GROUP 9,50 .6.66 63.27 100 1-
35 SALES GROUP 9.50 6.66 63.27 100 1
22-Feb-90
BUILDING 761'
CONTINENTAL-MILLS
OCCUPANCY LOAD COUNT 2ND FLOOR
GARY OWEN DRAWING-DATED 1-23-90 --
• - • ROOM- - • - ---ROOM--- • •
NUMBER -DESGRIPTION - -
35 SALES GROUP
35 SALES GROUP
35------SALES-GROUP
35 SALES-GROUP
36 COPY -
38 FUTURE EXPANSION
39 WORK AREA
— 40-- ----EXEGUILIVE-LOBBY
r-7777
FE.13_2 3 ¶90
PERMIT CENTER
NORTH EAST SQUARE LOAD LOAD
SOUTH WEST FEET FACTOR COUNT
fte ....vm.na.m..••■Jr,voyd• 10,.• /NS.ML NIWW4..T .e,11!
9.50 .13.33 126.64 100. 1
9.50 13.33 126.64 100 1
9 50 6 .-66---63 .-27----- —100-- —A--
9.50 6.66 63.27 100 1
0 0
13-r-50----26.00 251,00 15 23-
39.12 34.41 1238.12 100 12
14.00 7.08 99.12 100 1
12-r-00 9.-00 -108.00 0 0
TOTAL-LOAD-COUNT
1.00--
• • ,
PROPERTY OWNER Segale Business Park
PHONE 575 -3200
ADDRESS P.O. Box 88050, Tukwila, WA
ZIP 98138
CONTRACTOR Segale Business Park
PHONE 575 -3200
ADDRESS P.O. Box 88050, Tukwila, WA
ZIP 98138
WA. ST. CONTRACTOR'S LICENSE # SEGALBP151M5.
EXP. DATE 7 -09 -90
ARCHITECT Lance Mueller & Associates /Gary Owen Design
PHONE
ADDRESS
ZIP
USE �
/
CODE COMPLIANCE
/
/
l
FLOoR SQUARE
OCC.
• •
SQUARE
i 3
OCC.
•
SQUARE
3
OCC.
. •
SQUARE
OCC.
•
SQUARE
CCC.
• •
TOTAL
'•L R Il
TOTAL
. • •
44
- 13
1st 11,760
100
-
1 .1
II
2nd 12.026
100
12,026
100
TOTA
23,786
200
CITY OF TUKWILA
Department of Community Development - Building Division
6200 Southcenter Boulevard, Tukwila WA 98188
(206) 433 -1849
BUILDING
PERMIT NO.
DATE ISSUED:
S
APPROVED FOR
ISSUANCE BY:
18125 Andover Pk W
I TYPE OF CONSTRUCTION: � -N UBC EDITION (year)
FIRE PROTECTION: uuSprinklers O Detectors Q N/A
ZONING' ' BAR/LAND USE CONDITIONSOyes ® No
CONDITIONS (other than those noted on or attached to permit/plans):
bU1LUII PERMIT
(POST WITH INSPEt•-• ION CARD AND PLANS
IN A CONSPICUOUS LOCATION)
FEES
DESCRIPTION
BUILDING PERMIT FEE
AMOUNT
595.00
PLAN CHECK FEE
BUILDING SURCHARGE
ENERGY SURCHARGE
OTHER:
TOTAL -
RCPT Ilf , DATE
_ 916.00 6048 2 -23 -90
6048 2 -23 -90
4.50
1,515.50
604$
2 -23 -90
PLAN CHECK #90 -078
PROJECT INFORMATION
SUI
V
PROJECT NAME/TENANT Continental Mills ASSESSOR ACCOUNT• 352304 - 9119
TYPE OF U New Building ❑ Addition in Tenant Improvement (commercial) U Demolition (building) Li Grading/Fill
WORK: 0 Rack Storage 0 Reroof ❑ Remodel (residential) 0 Other
DESCRIBE WORK TO BE DONE:
Interior office remodel.
SETBACKS: N
S-
E
178,395.00
W-
UTILITY PERMITS REOUIRED 't (through
Yes Q N o Public works)
BUILDING DATE:
OFFICIAL 3-27- 7 �)
G
I hereby certify that I have read a 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 or work. I am authorized to sign for and obtain this building permit.
SIGNATURE
/ DATE: 3 -27- !`c
PRINT NAME: �vi 2 NeISLS> -■ ICOMPANY: -, ,c---4-
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.
DATE ISSUED:
CERTIFICATE OF
OCCUPANCY NO.
vw1/ASV
Y
�.:;.,., ",.:, a �.;..:;,.�,. _ t:;,'.«.�•! ,aaJ.'4h L �» - r. , ?n •a�:d.r?:.+,r .., !�• lAd.Nd�3
LEG
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Is AT THE CENTERL /NE
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A 1 STRL:E7•:
I :14E E L Y c F / "Y 774/63
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That Portion of the Northeast Quarter of Section 35, Township 23 North,
Range 4 ; st, ta;.M: , in } ,'h'g County, Washington, described as follows:
Beginnin9 at a monument at the Northeast corner of the Southwest Quarter
t ,, , y ,
5.42 feet, thence North 82 West, 10.00. feet t•c t S6" 'POINT
76
r coon,
r a � '° ,' :thence ScSuth the TRUE ' i'OII�'1'.
o said northeast Quarter of said S�
OE REGINNiNG; thence North 82 .15 04 West, 263.25 feet thence North
• feet . 0
19024t56 aature, thence along a curve
Fast, 101.'32 feet to a voirr t of cry
1 g s et, through a central angle of
,
a3 � �� r 9.26. fe
22 12' 2U hn aac distance of 158.'61 feet; ". thence South 87050' 09" East,
t ,
133:01 ft:-et t:o a point . of :curve; 'thence along a curve to the right
having'a radius hoi / O
Of 45.00 feet , r g central angle of 95 °35''05" a n
VA O Ji
arcele `hence 4 S6 West, 212.73 feet to L! e TRUE POINT d BEGINNING.
RESERVING
. a feet, and c the R V N1 an easement fer walk and utility purposes over the
Easterly 15.00 f=eet thereof.
RESERVING the right of ingress and egress to maintain, install, improve
and ` extend utilities.
RESERtVING a fi Easement for ° `rai.lroad purposes, including, l)u t' not limited
to, maintrack, lead track and spur. .tracks, as well as for access and
storage over that portion thereof lying within 10 feet of the centerline
of at n railroad lead track easement recorded under Auditor's`
File 77070800 18.
RESERVING an Easement for railroad spur track purposes over a strip of
i
land 20 feet in width having 10 feet of Sllell 'width on each side of the
following described centerline:
13FGINNING at the Southwest corner of the above described parcel of land;
thence South' 82'1.5' 04" East along the :youth line — of said p,ircel,of land
10.31 feet to the TRUE POINT of BEGINNING of the gentcrr).ine; thence going
in a Ncirthe; l y ci ec t�.on a] on g Ja curve South the 82 a 21�1F °v l:a , � of
ol
t a radius
480 00 feet, the center 'of' which bears East, throU h a
central angle of 11°46'14" an arc distance of 98.61 feet to a point on
' . , of ` �scr b parcel the terminus of
the t•�� :st line oL - the above da_< � �ci of land and
the centerline.
SOB ECT TO an Easement • "over a st rip ,of laid _30 fret in wirit yin g adj • rent ` to, par a11eI with and .'�, i t hin the j: 'r im,rst(r bo mdary •
cif land , descrii ed above for hui.l.dYng setbaack purposes .
TOGETHER 'WITH a non -- exclu:ssive Easement f_or ingress, egrr--ss *arid ut it it.ies
g ! idth, tiavirig 30 feet of sorb wi,d h on' enr.`h 's�_d'e of
t r
he folioif 0 de scribed centerline: .
BI"GIg � .
NiN =f.: ' a >1 at 'the e:Northeast corner_ of the Sout1v. esL Quarter.
of the No theast Quarter of , Sect: ion' 35, • `Township 23 .'N 'rh, Ram i 4 E� t'. •
thereof ] :� sz�7 within South ' 180th Street ,
• ' 4 '• ,., -i ' `
relocate sag . se. ent within r.
ale Busness , Park oii •the f ol
G rner .arid Osaner s succcs,or
lowing terms
anti corrd't.'tr.�ins:
rR!,t-0R'
SCY
: Rk.+ P.": 1S1L. df7:' r4tY•.; �4 • ' z
�fx.. Ja'SR.e:�:aN �>u+C�l1rS.�i.. .. ...:.9�;!�. .x, Yr `i�a ?'s... _5.' vL: "= ' {a• ;;, + - ,C .:'�
Any -uch' relocation shall perpetuate similar r of ingress,
eyres s and util.it :i cs to a public road;
(2) The width of said `;relocated casement' and the physical sui:fac ng
there Of shall be similar to that of the ''initial easement;
(3) The route of 'said i�.l_o ateci Eaaseme:`5t shall The - 11 af:ford reasonably
direct acs'°: ss to a,.public road;
(4) The 'legal ,rights of Mortgagee and Mortgagee 's successors here -'
•\thder, xn and to route.Of said relocated easement `shall be sub-
tantiaa.11 the same as" with respect to ,,
s y .. • �' p : - the route`• of ' - tl�,e i=nitial
easement;
' (5) Said relocated easement Shall be Appropriately nocUmented by ;a
,supplement to this a struMerit containing-,a revs std legal descri_p-
t ..oh and shall be insured at the 'expens of O'er by 'a Title In-
surance on the same basis as the Original relocatable easement.
(6) The exr3Cnses of such r , including the Construction and
sur fa cing `tlrex`eof, . s}ia1Y1 he the - responsibility of 'Omer or Otti *`tier` s
- s rcc s w s ai'n title;
t ROVIbED, liOT V that , no s Uh rclocatioh shall be permitted if, in
1✓ e *.t real
estate aappraisc.r (M.A.I ), as selected
by the Mortgagee, the fair Market Val\ e of the secured property as of
the date of relocation of said easement 'weuld;`be reduced by reason of
such relocation below ti;e f, r market val of the secured pro gas
of: t he: d.ai "e of executio l of this Assignment, 'a s determined by ' the Mort J a --
y ee i i f.o the executidn date hereof. The expenses "of-such 'appraiser
' � 1 by the Owner. i r, tQniAr s successor ih of
s,iall. be paid, b � le.
»
011A fit±G H. ttEYtit:D AP ROY ED
BU Di G'DIVISION
F COPY
i
understand that the Plan Check vals are
6uhiect`to errors and Omissions ana of
p lans *does not authorize` ttte 4tolation' of any
adopt code or ordinance. Receipt of 'contract's
cop of a Qro ved phans ackriowied ' - .
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GENERAL NOTES
Ir.CEINFD
Crrl'0 A
FEB 2 3 1990
PERMIT CENTER
VISSINIW1
2.‘); FLLIcize‘cet-Ir FIx11.17,E WAIT'?
PeO.FIxTlitz.e. 11-1C.L.LIPN4 tbALL
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1. CONTRACTOR.,SNALL BE ,RiSPOnIBLt FOR PROVIDING. ALL Wok ,
COUNTY, ND eek WILDING' AND FIRE CODES„AS REQUIRED. ,. H
2. CONTRACTOR SNALt-BNIOVERNED BY. ALL VANDITIONS AS INDICATED.
IN'CONTRACT OtAWINGS & SPECIKICATIONSIOR BUILDING: .- ..
3: CONTRACTOR SNALLVIsn 114
4011 AND. YERIFy ALL. FIELD. ,, .: '.
• j - ..1)ItIENSIONS'AND.ONDITIONS AND NOTIFY 4,110, ANY • .
:.-.. , ' 1
''':' DitCREPANCIES• BEFORE PROCEEDING WITH wciR K.i -. ..k - .,, .
.. 4. . B/S.INDICATtS tILDING STANDARDs" AS PROVIDED "Y LANDLORO
is \a :"‘I'87`.'-'-:,'„.:Apti ;Pyip°.FF".17cloNIRDECCA7OTI'74'1INI-B°E
,, , ' ' '.'ItiolcAta tlAxIMOVOF' 6" FROM c OF ELECTRICAL LET TO
'I t • t
" . DRAWN AND/OR SPECIFfED„IN BUILDING
I., 6:i DIMENSIONS 111 AND OF ELECTRICAL & TEI,EPHONE TLETs = .,,,- .i,-.
• 5:: ,,BY 1'.E.• INDIcATES "BY LANDLORD AT TWNT'S EXPENSE
,AL PERMITS
OUTLE
L., ': ANO APPROYALS,:, - 4 -..'.-%.'' ',I
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9.447 6141=4 avamiTy peg. axe . mar.o-Apicareo-Mo i..t)ING* esrAt4PAIEV.
AND MATERIALS . T IN ACC° DANCE WiTH ALL APPLICABLE CITY,
CITY OF TUKWILA
APPROVED
MAR 19'O
B 'G !VISION
SEGALE
BUSINESS
RK
BUILDING 761
TITLE
coNrit-ICNTiocL. r111-4.-
44 r rart..04 606.14TizLic.
PRA 1.4 Cri
- TUK.V4ts...7k, 1.44.
GARY OWEN DESIGNS, INC.
1000 LENORA SUITE 404 SEATRE. WA 98121 (206) 623-9091
DESIGNED
DRAWN
CHECKED
DATE
PROJECT NO.
SCALE
.K.
SHEET NO.
K.Ve_
2
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FEB 2 3 Mu
PERMIT CENTER
CITY OF TUKWILA
APPROVED
MAR AG 19'O
BU DI G IIVISION
SEGALE
BUSINESS
PARK
BUILDING 761
TITLE
t--1 11.9-4 - 1 - A M I
1 rt..4„ cr.,A-16
r:A
143-.1 I LeAr, W A- .
GARY OWEN DESIGNS, INC.
1000 LENORA SUfrE 404 SEATTLE, WA 98121
(206) 623-9091
DESIGNED
DRAWN
CHECKED
DATE
PROJECT NO.
SCALE
1/
t.
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7
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SHEET NO.
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47 -18
U.B.C. STANDARDS
Part Ill-- Lateral Design Requirements
Scope
Sec. 47.1810. Suspended ceiling which are designed and constructed to support ceiling
panels or tiles, with or without lighting fixtures. ceiling mounted air terminals or other
ceiling mounted services shall comply with the requirements of this standard.
EXCEPTIONS: 1. Ceiling area of 144 squat; feet or less surrounded by walls which connect
directly to the structure above shall be exempt from the lateral load design requirements of these
standards.
2. Ceilings constructed of lath and plaster or gypsum board. screw or nail attached to
suspended members that support a ceiling on one level extending from call to wall.
Minimum Design Lrads
Sec. 47.1811. (a) Lateral Forces. Such ceiling systems and their connections to the
building structure shall be designed and constructed to resist a lateral force specified in
Chapter 23 of the Uniform Building Code.
Where the ceiling system provides lateral support for nonbearing partitions. it shall be
designed for the prescribed lateral force reaction from the partitions as specified in Section
47.1815.
Connection of lighting fixtures to the ceiling system shall be designed for a lateral force of
100 percent of the weight of the fixture in addition to the prescribed vertical loading as
specified in Section 47.1813.
(b) Grid Members, Connecters and Expansion Devices. The main runners and cross
runners of the ceiling system and their splices, intersection connectors and expansion
devices shall be designed and constructed to carry a mean ultimate test load of not less than
!80 pounds or twice the actual load, whichever is greater, in tension with a 5- degree
misalignment of the members in any direction, and in compression. In lieu of 5- degree
misaligrunent, the load may be applied with a 1 -inch eccentricity on a sample not more than
24 inches long each side of the splice. The connections at splices and intersections all shall be
of the mechanical interlocking type.
Where the composition or configuration of ceiling systems members or assemblies and
their connections are such that calculations of their allowable load- carrying capacity cannot
be made in accordance with established methods of analysis, their performance shall be
established by test.
Evaluation of test results shall be made on the basis of the mean values resulting from tests
of not fewer than three identical specimens, provided the deviation of any individual test
result from the mean value does not exceed plus or minus 10 percent. The allowable load-
carrying capacity as determined by test shall not exceed one half of the mean ultimate test
value.
(c) Substantiation. Each ceiling systems manufacturer shall furnish lateral loading
capacity and displacement or elongation characteristics for his systems, indicating the
following:
1. Maximum bracing pattern and minimum wire sizes.
2. Tension and compression force capabilities of main runner splices, cross runner
connections and expansion devices.
All tests shall be conducted by an approved testing agency.
Installation
Sec. 47.1812. (a) Vertical Hangers. Suspension wires shall be not smaller than No. I:
gage spaced at 4 feet on center or No. W gage at 5 feet on center along each main tuner
unless calculations justifying the increased spacing are provided.
1370
1988 EDITION
47 -18
Each vertical wire shall be attached to the ceiling suspension member and to the support
above with a minimum of three turns. Any connection device at the supporting construction
shall be capable of carrying not less than 100 pounds.
Suspension wires shall not hang more than 1 in 6 out -of -plumb unless countersloping
wires are provided.
Wires shall not attach to or bend around interfering material or equipment. A trapeze or
equivalent device shall be used where obstructions preclude direct suspension. Trapeze
suspensions shall be a minimum of back -to -back 1 114 -inch cold - rolled channels for spans
exceeding 48 inches.
(b) Perimeter Hangers. the terminal ends of each cross runner and main runner shall be
supported independently a maximum of 8 inches from each wall or ceiling discontinuity
with No. 12 gage wire or approved wall support.
(c) Lateral Force Bracing. Where substantiating design calculations are not provided.
horizontal restraints shall be effected by four No. 12 gauge wires secured to the main runner
within 2 inches of the cross runner intersection and and splayed 90 degrees from each other at
an angle not exceeding 45 degrees from the plane of the ceiling. A strut fastened to the main
runner shall be extended to and fastened to the structural members supporting the roof or
floor above. The strut shail be adequate to resist the vertical component induced by the
bracing wises. 'These horizontal restraint points shall be placed 12 feet on center in both
directions with the first point within 6 feet from each wall. Attachment of the restraint wires
to the structure above shall be adequate for the load imposed.
Lateral force bracing members shall be spaced a minimum of 6 inches from all honzontal
piping or duct work that is not provided with bracing restraints for horizontal forces. Bracing
wires shall be attached to the grid and to the stricture in such a manner that they can support a
design lead of not less than 200 pounds or the actual design load, whichever is greater. with a
safety factor of 2.
(d) Perimeter Members. Unless perimeter members are a structural part of the approved
system, wail angles or channels shall be considered as aesthetic closers and shall have no
structural value assessed to themselves or their method of attachment to the walls. For tile
ceilings. ends of main runners and cross members shall be tied together to prevent thcir
spreading.
(e) Attachment of Members to the Perimeter. To facilitate installation. main runners
and cross runners may be attached to the perimeter member at two adjacent walls with
clearance between the wall and the runners maintained at the other two wails or as otherwise
shown or described for the approved system.
Lighting Fixtures
Sec. 47.1813. Only "intermediate" and "heavy duty" ceiling systems as defined in
Section 47.1302 may be used for the support of lighting fixtures.
All lighting fixtures shall be positively attached to the suspended ceiling system. The
attachment device shall have acapacity of 100 percent of the lighting fixture weight acting in
any direction.
When "intermediate" systems are used, No. 12 gage hangers shall be attached to the grid
members within 3 inches of each corner of each fixture. Tandem fixtures may utilize
common wires.
Where "heavy duty" systems are used, supplemental hangers are not required if a 48 -inch
modular hanger pattem is followed. When cross runners are used without supplemental
hangers to support lighting fixtures, these cross runners must provide the same carrying
capacity as the main runner.
Lighting fixtures weighing less than 56 pounds shall have. in addition to the requirements
1371
47 -18
U.B.C. STANDARDS
outlined above. two No. 12 gage hangers connected from the fixture housing to the structure
above. These wires may be slack.
Lighting fixtures weighing 56 pounds or more shall be supported directly from the
structure above by approved hangers.
Pendant -hung lighting fixtures shall be supported directly from the structure above using
No. 9 gage wire or approved alternate support without using the ceiling suspension system
for direct support.
Mechanical Services
Sec. 47.1814. Ceiling mounted air terminals or services weighing less than 20
pounds shall be positively attached to the ceiling suspension main runners or to cross
runners with the same carrying capacity as the main runners.
Terminals or services weighing 20 pounds but not more than 56 pounds, in addi-
tion to the above, shalt have two No. 12 gage hangers connected from the terminal
or service to the ceiling system hangers or to the structure above. These wires may be
slack.
Terminals or services weighing more than 36 pounds shall be supported directly
from the structure above by approved hangers.
Partitions
Sec. 47.1815. Where the suspended ceiling system is required to provide lateral
support for permanent or relocatabte partitions, the connection of the partition to
the ceiling system, the ceiling system members and their connections, and the lateral
force bracing shall be designed to support the reaction force of the partition from
prescribed loads applied perpendicular to the face of the partition. These partition
reaction forces shall be in addition to the loads described in Section 47.1811. Patti.
tion connectors, the suspended ceiling system and the lateral force bracing shall all
be engineered to suit the individual partition application and shall be shown or
defined in the drawings or specifications.
Drawings and Specifications
Sec. 47.1816. The drawings shall clearly identify all systems and shall define or
show all supporting details, lighting fixture attachment, lateral force bracing, parti.
tion bracing, etc. Such definition may be by reference to this standard, or approved
system, in whole or in part. Deviations or variations must be shown or defined in
detail.
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CiiY TIi':`.'1JA
PERMIT CENTER
FEB 2 3 1993
CITY OF TUKWILA
APPROVED
MA ' 2 G 1990
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I,LDING DIVISION
VICI
SEGALE
USINESS
P RK
BUILDING 761
<W ILA ) WA
GARY OWEN DESIGNS, INC.
1oc i LENORA SUITE 404 SEATTLE, WA 98121 (206) 623.9091
DESIGNED
DRAWN
CHECKED
DATE
PROJECT NO.
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APPROVED
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AS NOTED
BUILDING DIVISION
FEB ( Z 3 13:3;1
PERMIT CENTER
DESIGNED
DRAWN
CHECKED
DATE
P NO.
CITY or TUKWILA
APPROVED
Mf\R 2 6 1990
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BUILDING DIVISION
Ho
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BUILDING 761
SEGALE
BUSINESS,
PARK
TITLE
- 0i\11 - 11`1Et‘riPti— MILLS
2. FLR. REFLECTeD LL ?Lit TilAWILA Wk.
GAitY OWEN DESIGNS, INC.
i0C0 LENORA SUITE 404 SEATR.E. WA 98'121 (206) 623-9091
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Color: • 728 -872 Williamsburg
SHEE1 FLOORING VI, Armstrong Classic Corlon
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EWrRY MATT
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Designweave 801 -SOHO
Color: 801 -782 tdorthsea
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CITY OF TUKWILA
APPROVED
" 1990
AS NOTED
BUILDING DM3IDN
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FERMI rcENTER
CONTIN ENTA
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AS NOTED
— BUILDING DIVISION
FE.I3 2 3
PERMIT CENTER
CONTINENTAL • MILL
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OFFICES
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APPROVED
MAR 2 1990
AS NOTED
BUILDING DIVISION
rci..11: •
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:1 2 3
PERMIT CENTER
. •
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approved by
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