HomeMy WebLinkAboutPermit 6232 - National Bank of Tukwila - Tenant ImprovementPROPERTY OWNER Equitec Real Estate Investors Fund
SETBACKS: N - S- E- W-
UTILITY PERMITS REQUIRED? (through
❑ Yes M No public Works
PHONE
575 -6675
BAR /LAND USE CONDITIONS?
❑ Yes ®No
ADDRESS 617 Industry Drive, Tukwila, WA
ZIP 98188
APPROVED FOR .
CONTRACTOR R. W. Huff Construction
DATE: 9'_ i �9d
PHONE
244 -7495
ADDRESS 634 S.W. 149th Street, Seattle, WA
ZIP 98166
WA. ST. CONTRACTOR'S LICENSE # RWHUFC287M1
EXP DATE
12 -31
-90
ARCHITECT Emick Howard & Associates
PHONE
682 -1516
ADDRESS 205 marion Street, Seattle, WA
ZIP 98104
7YPECT • 1 . v -N • • 1 year 1988
SETBACKS: N - S- E- W-
UTILITY PERMITS REQUIRED? (through
❑ Yes M No public Works
FIRE PROTECTION:
❑Sprinklers 0 Detectors ❑ WA
ZONING:
BAR /LAND USE CONDITIONS?
❑ Yes ®No
CONDITIONS (other than those noted on or attached to permit/plans)
APPROVED FOR .
BUILDING
OFFICIAL
DATE: 9'_ i �9d
ISSUANCE BY: � t 4 `_ .
CITY OF TUKWILA
Dept. of Community Development- Building Division
6300 Southcenter Boulevard, Tukwila WA 98188
(206) 431 -3670
BUILDIK3 PERMIT
(POST WITH INSPECTION CARD AND PLANS
IN A CONSPICUOUS LOCATION)
BUILDING PERMIT FEE
PLAN'CHECK.FEE
BUILDING •SURCHARGE
OTHER:
TOTAL:.
:710:00
462.00
4.50
1,1'76:50
I1 f
0637
fig
ey
ttcl
S
BUILDING
PERMIT NO. Lo 3 Z
507 Industry Dr
I PLAN CHECK NO.:
90 -342
120,000.00
PROJECT NAME /TENANT National Bank of Tukwila ASSESSOR ACCOUNT # 022340- 0030 -07
TYPE OF ❑ New Building U Addition ❑x Tenant Improvement (commercial) U Demolition (building) [, Grading/Fill
WORK: ❑ Rack Storage ❑ Reroof ❑ Remodel (residential) ❑ Other:
DESCRIBE WORK TO BE DONE:
Retro- fitting existing space.
(01)1 (_'0M1?1 Inrlr�t
TOTAL
USE y
FLOOR _ OCC.
FEET LOAD
OCC.
LOAD
SQUARE
FEET
SQUARE OCC. ' SQUARE
FEET LOAD FEET
OCC.
LOAD
SQUARE OCC. TOTAL TOTAL
FEET LOAD SQUARE FEET OCC LOAD
I hereby certify that I have read and examined this permit and know the same to be true and correct. All provisions of lay
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 for and obtain this building permit.
SIGNATURE: _ III 1n
OF
!CERTIFICATE
OCCUPANCY NO.
DATE: _qIi(h
PRINT NAME: S� M • CODN£ COMPANY: f� V(iCZ Ct∎
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:
PERMIT NO.
CONTACTED
DATE READY
DATE NOTIFIED
9 - I1- 9 o
1 l
( Init.)
.. I f"
PERMIT EXPIRES
2nd NOTIFICATION
BY:
( Init.)
AMOUNT OWING
3RD NOTIFICATION
BY:
(init.)
RFIRE
PLAN CHECK
NUMBER
L icD
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)
SQUARE
FEET
OCC.
LOAD
SQUARE
FEET
OCC.
LOAD
SQUARE
FEET
OCC.
LOAD
OCC.
LOAD
SQUARE
FEET
SQUARE OCC.
FEET LOAD
TOTAL
SQUARE FEET
TOTAL OCCU-
PANCY LOAD
DEPARTMENTAL REVIEW
"X" in box Indicates which departments need to review the project.
O PUBLIC
WORKS
O OTHER
BUILDING -
initial review
O PLANNING
9 -( - ?O
BUILDING - (.
final review - H l7p
REVIEW COMPLETED
BUILDING PERMIT APPLICATION TRACKING
PROJECT NAME
SITE ADDRESS
5or1 ito�-f-ry z)r
INIT:
INIT:
INIT:
►1�I
INIT: F
c t -( (
_ „ROUTED)
73.x'
INIT: C )
`! --/ q-
oct
CONSULTANT: Date Sent
REFERENCE FILE NOS.:
TYPE OF CONSTRUCTION:
t
REQ uiREME :
MINIMUM SETBACKS: N- S-
UTILITY PERMITS REQUIRED? (1 Yes
PUBLIC WORKS LETTER DATED:
Qf . wit o,_
SUITE NO.
IMEN'
Datroved -
FIRE PROTECTION: () Sprinklers Detectors [ J N/A
FIRE DEPT. LETTER DATED: y -7 fa INSPECTOR: S/3
ZONING: (BAWLAND USE CONDITIONS? (l Yes y a
G S8
UBC EDITION (year):
CITY OF TUKWILA
Department of Community Development - Building Division
6300 Southcenter Boulevard, Tukwila WA 98188
(206) 431 -3670
PLAN CHECK
NUMBER
5 LI ;z
APPL 'CATION Ai(/.ti T Lit
FILL ED OUT COMPI E TII Y
PROPERTY OWNER EQUITEC REAL ESTATE INVESTORS FUND XVI
ADDRESS 617 INDUSTRY DRIVE TUKWILA, WA
CONTRACTOR
ADDRESS
ARCHITECT
ADDRESS
4WD
DATE APPLICATION ACCEPTED
G
0
Cr
EMICK - HOWARD & ASSOCIATES
205 MARION STREET, SEATTLE
GARRET DONG, EQUITEC, BELLEVUE OFFICE
BUILDIk3 PERMIT
APPLICATION
o(01
INVERMITEN
dINESSIMMOM
UILDING
SURCHARGE
PLAN
CHECK' FEE
•
•
TOTAL •
SITE ADDRESS
507 INDUSTRY DRIVE
SUITE #
PROJECT NAME/TENANT
NATIONAL BANK OF TUKWILA
TYPE OF U New Building U Addition (Tenant Improvement (commercial) U Demolition (building)
WORK: 0 Rack Storage 0 Reroof 0 Remodel (residential) 0 Other
DESCRIBE WORK TO BE DONE:
RETRO- FITTING EXISTING SPACE
BUILDING USE (office, warehouse, etc.)
OFFICE - COMMERCIAL BANKING
VALUE OF CONSTRUCTION - $ 120,000.00
ASSESSOR ACCOUNT # 22340- 0030 -07
NATURE OF BUSINESS:
WILL THERE BE A CHANGE IN USE? Pg No U Yes IF YES, EXPLAIN:
SQUARE FOOTAGE - Building: 14,241
Tenant Space: 6,335
Area of Construction: 6,335
WILL THERE BE STORAGE OR USE OF FLAMMABLE, COMBUSTIBLE OR HAZARDOUS MATERIALS IN THE
BUILDING? )0 No 0 Yes IF YES, EXPLAIN:
lk - 5 ( -( 5G0 Mc) 5es k, wA
WA. ST. CONTRACTOR'S LICENSE # Ru tAU
DATE APPLICATION EXPIRES
PHONE206/575 -6675
ZIP 98188
PHONE Q(,t(4 -1 5
X11
ZIP Cr61 (0 9
EXP. DATE IQ_ 51 _g
PHONE 206/ 682 -1516
ZIP 98104
ORR
BUILDING OWNER
OR
AUTHORIZED
AGENT
CONTACT PERSON
AMU
PHONE 206/454 -0617
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 431 -3670 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 431 -3670.
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SoBMITTAL CHECKLIST
COMMERCIAL TENANT IMPROVEMEN1
Completed bulking permit application (one for
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REBlOENTIAL REMODEL
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of attachment
CITY OF TUKWILA
Building D +►rtment
6300 Sout er Boulevard
Tukwila, W 48188 P
(206) 431 -3670
Type of Inspection
Site Address o"1 �,. 1411 fL
Requestor �v
Special Instructions
Inspection Results /Comments:
Inspector
INSPECTION RECORD
PERMIT #
Date
Date Wanted I " ZS- 9 d a.m.
Project lc 1
Phone #
Date ( ( /T
CITI c TUKWILA
Bui Department
6300 .:athcenter Boulevard
Tukwila, WA 98188
(206) 431 -3670
Type of Inspection / .. e - 7, : p_ ed j
Site Address ( 5c 7 . .2. 7 ;76 , (:ry4 , 24-1-./4/ 1 0°
Requestor
Special Instructions
Inspection Results /Comments:
Inspector
INSPEC ..ION RECORD
PERMIT # 3 Z
Date //-7,...7—e7
Date Wanted / Z am
Project
Phone #
a .m.
ek-rdrS
s zc..�. \,seek -,,b
Date / i " 2-g — 1 0
CITY OF TUK �.A
Building D;ment
6300 Southc .er Boulev
Tukwila, WA 98188
(206) 431 -3670
Inspector
INSPECTId RECORD
PERMIT #
Date
type of Inspection ' eA ( Date Want -d
Site Address / . 9 _ / Ir��^• Project
tequestor Phone # 5 'cQ
special Instructions
Inspection Results /Comments:
Date )1-
CITY OF TUKWILA
Building l ' -tment
6300 Sout : er Boule and
Tukwila, WA 98188
(206) 431 -3670
Type of Inspection CC fr4
Inspection Results /Comments:
Inspector
INSPECT N RECORD
PERMIT #
Date
Date Wanted /1- 6 ' 9 a.m. (:)
Site Address �.. Dr. Project iJ - ____A± `(1n,u %Ll
Requestor Phone #
Special Instructions
- LSy cr f2s-A.n.r.:7'
Date ! �'� Cg "-.7d
type of Inspection
Site Address
equestor
Special Instructions
Inspection Results /Comments:
CITY XWILA
Builds 1 apartment
6300 sou center Boulevard
Tukwila, WA 98188
(206) 431 -3670
I nspector lih.l__,
INSPECTeN RECORD
PERMIT #
Date
Date Wanted -- 30 - 0 a.m.
V Project
Phone #
( /3 , /2
to-- o - -c1v
•
7714 P L->'7
Date / /--- ev
Type of Inspection cyr(A �� t1
Site Address
Requestor
Special Instructions
Inspection Results /Comments:
CITY OF T .,.$ILA
Building artment
6300 Sou enter Boulevard
Tukwila, WA 98188
(206) 431 -3670
OT) j
INSPECT�N RECORD
PERMIT # 10Q -- 36.)
Date I Q 5 -cio
NO"n Date Wanted Imo'0(0—gC .il p.m
U r ►' Project N( on aET(M
Phone # 515 (O 5 Q3
Inspector Date /0
Type of Inspection N 0.4 l i
d
Site Address
Requestor
Special Instructions
Inspection Results /Comments:
Inspector
CITY �•TUKWILA
Bui1 .,Department
6300 thcenter Boulevard
Tukwila, WA 98188
(206) 431 -3670
INSPEC SON RECORD
PERMIT # lC
Date
Date Wanted )0" r7 p.m
Project Mortior,o,k vw iis Ukwi
Phone # Cl5- (Q '5Ca
r c. - r Ly d
Date / d—(7 - ?d
Site Address e 'T/I/trA A AO
Requestor gt2
Special Instructions
Type of Inspection
Inspector ,J
CITY r TUKWILA
Buil Department
6300 uthcenter Boulevard
Tukwila, WA 98188
(206) 431 -3670
(. 0\
tit(
Inspection Results /Comments: C ``�''w`�'" 6L__ - (a
INSPEC' RECORD
PERMIT # (D2 3 ?'
Date . (,b ` 5-90
Date Wanted 10 $/ qO . a. p.m•
Project Al 014 DIAG PAvAlc, 6 TAX
Phone #
Date / o r � - '
v
, s - r e ;:mrcr — vr:
, • .„ — • „ ,; .
;
city' of Tukwila
FIRE DEPARTMENT
444 Andover Park East
Tukwila, Washington 98188-7661
(206) 575-4404
TURWILA FIRE DEPARTMENT
FINAL APPROVAL FORM
Project Name .0.,
Address Suite #
Retain current inspection schedule
-.' Needs shift inspection
Approved without correction notice
Approved with correction notice issued
Sprinklers:
Fire Alarm: Ai
Hood & Duct:
Halon:
Monitor:
Pre-Fire:
Permits:
Authorized Signature
t i?1 : 11 - r dC11 . 1 \
ci TY Cie UKVv;LA
NPir.2q 19 90i
i.
FINALAPP P LeiltE DEPT.
le
/ rA,
Date
Gary L. VanDusen, Mayor
Control NO. c.-747
Permit No. .( 4 2 V
T.F.D. Form F.P.
SENT BY:Xerox Telecopier 7020: 9-10-90 ; 7 :42AM
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SEP 1 101
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B UILDING DIVISION
•
206 431 3665 +# 2
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EfROUNOttar41 sna+Woo : Nee !nc
Soso henna sop tncw,et Dart
Date: 6 September 1990
Project NATIONAL BANK OF TUKWILA
Client canna/Ammon: Joe Cooney
Addrau: EGKIITEC PROPERTIES COMPANY
617 Andover Drive
Tukwna, WA 98189
Attached Is a copy of 1-hour corridor construction detail
70! !smolt attest *IOpnone (1? IIa till
Sa rtt Wtiegg ton $1104 •---
ERA P%ect No: 1304.139
Confirming a teieohone commotion won: Ken Nelson. City of Tukwila
Bubleec BON* of Tukwila
Conclusions:
'TELEPHONE.
CONFIRMATIkeN
City of Tukwila requires that the corridor extending from rest room #120 to the east exit
door and the side coMdor at office #113 be of 1 -hour construction. Doors #7.1.16,17
and 20 would need to be 20 minute labeled door and frame assemblies with
automatic closers.
you nave any comments or charges you must not''' us withal No (S) oays of the above Cate. Thane you
By:
cony:
RECEIVED
CITV Of TUKWILA
ti a b t99O
Komi i CMNTV%
CITY OF TUKWILA
6200 SOUTIICENTE R BOULEVARD, TUKWILA, WASHINGTON 98188
PHONE & 1206) 433.1 800
Plan Check #90 -342: National Bank of Tukwila
507 Industry Dr
THE FOLLOWING COMMENTS APPLY TO AND BECOME PART OF THE APPROVED
PLANS UNDER TUKWILA BUILDING PERMIT NUMBER ( c p, .
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
(277- 7272).
4. All mechanical work shall be under separate permit
through the City of Tukwila.
5. All permits, inspection records, and approved plans
shall be 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 (8) 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), Washington State Energy Code (1989 Edition),
and Washington State Regulations for Barrier Free
Facility (1989 Edition).
Gary l.. VanDusen, Mayor
National.Bank of Tukwila
Page 2
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
431 -3670
2 Foundation
431 -3670
3 Slab and/or Slab Insulation
431 -3670
4 Shear Wall Nailing
431 -3670
5 Roof Sheathing Nailing
431 -3670
6 Masonry Chimney
431 -3670
7 Framing
431 -3670
8 Insulation
431 -3670
R
9 Suspended Ceiling
431 -3670
R
10 Wall Board Fastening
431 -3670
11
12
13
X
14 FIRE FINAL Insp:
575 -4407
15 PLANNING FINAL
431 -3670
16 PUBLIC WORKS FINAL
431 -3670
X
17 BUILDING FINAL
431 -3670
(INSPECTOR COMMENT SECTION ON REVERSE)
F TUKWI
OTHER AGENCIES:
BUILDING PERMIT
INSPECTION RECORD
(Post with Building Permit in conspicuous piece)
Department of Community Development - Building Division
6200 Southcenter Boulevard, Tukwila WA 98188
(206) 431 -3670
SITE ADDRESS:
507 Industry Dr
SUITE NO.:
BUILDING
PERMIT NO.
DATE ISSUED:
Cpa
PROJECT:
National Bank of Tukwila
CALL FOR INSPECTIONS AT LEAST 24 HOURS IN ADVANCE
INSPECTION PROCEDURES AND REQUIREMENTS
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 underslab 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.
Plumbing (including gas piping) — King County Health Department — 296 -4732
Electrical — Washington State Department of Labor and Industries — 277 -7272
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 431 -3670. Although not
required, a meeting of this type can often eliminate problems, delays and misunderstandings as the
project progresses.
06/ 17/00
"X"
REQUIRED INSPECTIONS
1 Footings
2 Foundation
3 Slab and/or Slab Insulation
4 Shear Wall Nailing
5 Roof Sheathing Nailing
6 Masonry Chimney
7 Framing
8 Insulation
X
9 Suspended Ceiling
'<10
Wall Board Fastening
11
12
13
X14 FIRE FINAL Imp:
15 PLANNING FINAL
16 PUBLIC WORKS FINAL
X'17 BUILDING FINAL
PLAN CHECK
NUMBER
90 - 3 1 42.
�1I�T(O
PROJECT: Nl�
ANK of auk.
THE FOLLOWING COMMENTS APPLY TO AND BECOME PART OF THE APPROVED PLANS UNDER
TUKWILA BUILDING PERMIT NUMBER
No changes will be made to the plans unless approved by the
VVVCCVVVCCCJ //�J�/ Architect and the Tukwila Building Division.
e 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).
Electrical permit shall be obtained through the Washington State
Division of Labor and Industries and all electrical work will be
inspected by that agency (872-6363).
Ir ca All mechanical work shall be under separate permit through the
City of Tukwila.
All permits, inspection records, and approved plans shall be
posted at the job site prior to the start of any construction,
O 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.
O 7 All structural concrete to be special inspected (Sec. 306, USC).
O 8 All structural welding to be done by W.A.B.O. certified welder and
special inspected (Sec. 306, UGC).
O All high - strength bolting to be special inspected (Sec. 306, UGC).
Any new ceiling grid and light fixture installation is required to
meet lateral bracing requirements for Seismic Zone 3.
Partition walls attached to ceiling grid must be laterally braced
if over eight (81 feet in length.
12 Readily accessible access to roof mounted equipment is required.
13 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,
ter
Any exposed insulations backing material to have Flame Spread
Rating of 23 or less, and material shall bear identification
showing the fire performance rating thereof.
13 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.).
16 A statement from the roofing contractor verifying fire retardancy
of roo4r Wlil be required prior to final inspection (see attached
procedure).
All construction to be done in conformance with approved plans and
requirements of the Uniform Building Code (1988 Edition), Uniform
Mechanical Code (1988 Edition), Washignton State Energy Code (1989
Edition), and Washington Stu Regulations for Barrier Free
Facility (1909 Edition).
1 All food preparation establishments must 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.
O 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.
O Notify the City of Tukwila Building Division prior to placing any
concrete. This procedure is in addition to any requirements for
special inspection.
O All spray applied fireproofing as required by U.B.C. Standard No,
43 -8, shall be special inspected.
O 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 (a) 7.
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.
1 90E
Fire Department Review
Control Number 90 -342
Re: National Bank of Tukwila - 507 Industry Drive
Dear Sir:
City Tukwila
FIRE DEPARTMENT
444 Andover Park East
0 Tukwila, Washington 98188 -7661
(206) 575 -4404
Gary L. VanOusen, Mayor
September 13, 1990
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 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 be openable from the inside without
the use of a key or any special knowledge or effort. (UFC
12.104b)
Exit hardware and marking must meet the requirements
of Uniform Fire Code Sections 12.104 & 10.402(a).
Keylock or thumb turn dead bolts can only be used on
the main exit door.
Exits serving more than 50 occupants shall be provided
with illuminated exit signs. (UFC 12.108(d))
3. All modifications to fire alarm systems shall have the
written approval of the Tukwila Fire Department. No work
shall commence without approved drawings. (City Ordinance
Page number 2
City of Tukwila
FIRE DEPARTMENT
444 Andover Park East
Tukwila, Washington 98188 -7661
(206) 575 -4404
#1327) (UFC 10.301)
Maintain square foot coverage of detectors per
manufacturer's specifications in all areas including:
closets, elevator shafts, top of stairwells, etc.
(NFPA 72A, 1 -2.2 & NFPA 72E) (UFC 10.301)
Local UL Central Station supervision is required.
(City Ordinance #1327)
4. Each circuit breaker shall be legibly marked to
indicate it's purpose. (NEC 110 -22)
Gary L. VanDusen, Mayor
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)
5. All interior wall covering materials shall be
fire - resistive or shall be treated to be fire - resistive, so
as to result in a flame- spread rating as required by UFC
Appendix VI -C tables 42A and 42B. A certificate of the
flame spread rating is required to be delivered to the
Tukwila Fire Department. (UBC 4204) (UFC 10.401)
This review limited to speculative tenant space only -
special fire permits may be necessary depending on
detailed description of intended use.
Yours truly,
,c„
The Tukwila Fire Prevention Bureau
Plan Review
PROJECT A l. c A C < -
ADDRESS 5. ry ~- 7 ' �p 'C �t1 '' [ f� 'Dtk
DATE S- e \ !
OCCUPANCY GROUP
TYPE OF CONSTRUCTION =-1■,\
LOCATION ON PROPERTY
FLOOR AREA (02.19
OCCUPANT LOAD
B- SAA--Jl<
BUILDING HT. / NO. STORIES
EXITING REQUIREMENTS 7100 �C,�� �► �Ll�
Pkaut 0
DETAILED REQUIREMENTS
OCCUPANCY
TYPE OF CONSTRUCTION
PART V, CHAPTER 23, U.B.C
W.S.E.C.
CHAPTER 51 -10, W.A.C
NOTES:
CITY OF TUKWILA
DEPARTMENT OF COMMUNITY DEVELOPMENT
DI AK/MIAMI ritI/ICII1M
Ofe
prepared by:
AKIQ
PLAN CHECK
NUMBER
Tu 1< L A
Zi/Nk
SENT BY:Xerox Teleco.ier 7020 ; 9- 6 -90 ; 2:16PM
" Planning and Howard and Associates,
ta Wear
o O "'t3pc tnt�riO
Date: 6 September 1940
Project: NATIONAL BANK OF TUKWILA
Clint Contact /Attention: Joe Cooney
Address; EQUETEC PROPERTIES COMPANY
617 Andover Drive
Tukwila. WA 98188
2086238831-+
205 Marlor
Saitt i, wo
Confirming a telephone conversation with: Ken Nelson, City of Tukwila
Subject: Bonk Of Tukwila
Conclusions:
Attached is a copy of 1-hour corridor construction detail
�rt
ion 98104
BHA Protect No: 1304.139
208 431 3885;4 2
Teiconone (20e ) 882.1516
Tlel.lel4•ICNI5
ceNFIIIMATION
City of Tukwila requires that the corridor extending from rest room #120 to the east exit .
door and the side corridor at office #113 be of 1 -hour construction. Doors #7,8,16,17
and 20 would need to be 20 minute labeled door and frame assemblies with
automatic closers.
"ou nave any comments or changes you must notify us within five (5) days of the above date., Thank you.'
RECEIVED
CITY OF TUKWIIA
wi ar e b 1990.
PERMIT CENTER
SENT BY Xeroii'Teiecop1er 10o ; 9 =10;9d : 1 :41AM
FACSMILE TRANSMITTAL
EHA FAX/ (206) 623.6631
1._..... F h:f.,, DEPT.
TO: < rJ
COMPANY: (4Th' eigol7isokt49
DATE: 1 FROM:
NUMBER OP PAGES INCLUSIVE OF COVER SHEET
COMMENTS: IF>siwe Or T11lgethiri •
If you do not receive all of thsss pages, please contact Julie Weaver at
(201) 612.1811.
THANK YOU I
This document Is being transmitted to (FAX numbed:
Job Number,_ - .
Aillardoe;
208 431 366511 1
Emick /Howard and Associates. Inc.
205 Marion Street
20616$a1.1.516_ _ — p .
5EP101990
CITY OF TUKWILA
6200 SOUTHCENTER BOULEVARD, TUKIVILA, WASHINGTON 98188
September 5, 1990
Mr. Joseph Cooney, Equitec Properties Co..
617 Industry Drive
Tukwila, WA 98188
RE: National Bank of Tukwila
Plan check number 90 -342
Dear Mr. Cooney:
After review of revised drawings received September .5 in response
to my letter of August 23, all comments have been satisfied
except number 4 as follows.
4. Corridor construction in this tenant space should be .
one hour, per U.B.C.3305.
Exception 5, Sec. 3305 requires less than 100 occupant load,
smoke detectors, and the building be equipped with an automatic
sprinkler system throughout. Since no sprinkler system is provide
in this building, one hour corridor is required.
Contact me if there are any questions on these comments, 8 :30
a.m. to 5 :00 p.m. at 431 -3670.
Sincerely
v
Ken Nelsen
Plans Examiner
.- , m
adiel "sos
PHONE # (2061433.1800
Gary L. VanUusea, Alayor
EQUITEC.-
Properties Company , •
111
,A A NilliCorpliAmiel Senkrt roomy
,..
Joseph M. Cooney,
Marketing Associate
Seattle Business Park
617 Industry Drive
Tukwila, WA 98188
(206) 575-6675
Aug.23,1990
Sincerely
Ken Nelsen
Plans Examiner
Mr. Garret Dong, (./Equitec, Bellevue office-)
617 Industry Drive
Tukwila, Wa. 98188
RE. National Bank of Tukwila
Plan check number 90 -342
Dear Mr. Dong
After an initial review of subject project, it has been
determined that additional information and corrections be
submitted to complete the plan review. Please address the
following comments.
1. General Notes eould refect conformance to 1988 U.B.C.,
1988 U.M.C., Washington State Energy Code, Washington
State Barrior Free Code, and provisions of applicable
Local Codes.
L.-- 2. Provide detailed building analysis on title sheet,
( /Occupancy group, Type of construction, Occupancy
loads, ect. /) .
--'3. Provide site plan with existing and any proposed
parking.
4. Corridor contruction in this tenant space sould be
one hour, per U.B.C.3305.
5. Floor finish in toilet rooms to be coved up walls
5 ", per U.B.C.510.
V6. Provide detail of lateral bracing of partition
walls, per U.B.C.2309.
Contact me if there are any questions on these comments, 8:30
a.m. to 5:00 p.m. at 431 -3670.
SUBMITTED TO $ KtiA lV 6 •
CITY OF TUKWILA
6300 SOUTHCENTER BOULEVARD
TUKWILA, WA 98188
(206) 431 -3670
* *REVISION SUBMITTAL **
DATE. 116)
PROJECT NAME N) AA09. to v
ADDRESS SoS
CONTACT PERSON 64-frien)avi PHONE 4S4 - CX011
ARCHITECT OR ENGINEER Mn lC-k-- 4 4 A a l •
PERMIT NUMBER (If previously issued)
PLAN CHECK NUMBER 9 0 - 34 .
l G C p n v v`-� elc;F\1
cv�
TYPE OF REVISION: / f l
c L d''c)
gc�- Cl 9 1
CITY OF TUKWtLA
S1
PEFiMI'
. SHEET NUMBER(S) -0 Se i
"Cloud" or highlight all areas orevisions and date revisions.
E1
At
T11T I TTTIg
� T niT
j/I
I
Soo -774 11.117C.Mi ( DX,
58t8$
LEGAL DESCRIPTION PARCEL A
A PORT /ON OF THE WEST Ill OF SECTION 25 AND THE EAST 1 l2 OF.
SECTION 26, ALL IN TOWNSHIP 23 NORTH_ RANGE 4 EAST, W M•,�
DESCR/BED AS FOLLOWS: • - - -
BEGINNING AT THE EAST '14 CORNER OF SAID SECTION 26; ; _
THENCE NORTH 88' 06'42 WEST ALONG THE EAST -WEST CENTERLINE
OF SAID SECTION 26 A DISTANCE OF 105-84 FEET TO THE TRUE PJ /t
OF BEGINNING; THENCE NORTH 01'47'28 EAST 2.45 FEET TO A
POINT OF CURVATURE; THENCE ALONG A CURVE TO THE' RIGHT -
HAVING A RADIUS of .1/0.28 FEET, THROUGH A CENTRAL ANGLE
OF 46° 46'10; AN ARC DISTANCE OF 334-90 FEET ; THENCE
NORTH 49' 33'38 "EAST 188 -36 FEET; THENCE ALONG A CURVE
TO THE RIGHT HAVING A RADIUS OF 4/0 -28 FEET THROUGH A
CENTRAL ANGLE OF 72 '16'35', AN ARC DISTANCE OF 517.55 FEET
TO AN INTERSECTION WITH A UNE BEARING SOUTH S6'38'20`EA5
THENCE SOUTH 56'33'20 EAST ALONG SAID UNE - Di-STANCE
OF 69.93 FEET; THENCE SOUTH 48 °44 - 23` EAST 71.30 FEET;
THENCE SoUTX 45'09'27 "EAST 9.91 FEET TOTHE WESTERLY •
MARGIN OF JAMES CHRISTENSEN ROAD NO. 1479;
THENCE SOUTH 37° S4'41 468 -23 FEET; - -
THENCE SOUTH 32' 39'25" WEST 132.67 FEET;
THENCE NORTH 88°12' 32 WEST 524.50 _ FEET ;
THENCE NORTH 01' 47 28" EAST 90. 66 FEET TO THE TRUE
POINT OF BEGINNING '
•
TOGETHER WITH AND SUBJECT TO ALL PROTECTIVE COVENANTS,
RESTRICTIONS, RESERVATIONS AND EASEMENTS OF RECORD;
SITUATE 'IN THE CITY OF TUkWILA, COUNTY OF KING,
STATE OF WASHINGTON.
i (LEGAL. DESCRIPTION PER TRANSAMERICA TITLE MIS. co-
1 TITLE REPORT DATED FEBRUARY 27, 1986 -)
PA RC L L FIv 4 60z-
11.340
•
•
:• •
OMMAID
• 1. /
'
•
ti
E .E.cfs i-rf.
Soo -774 lua JS •( D�
Tcs . &, %N/A 18185
LEGAL DESCRIPTION PARCEL A -3:
• A PORTION OF THE WEST II2 OF SECTION 25 AND THE EAST I/2 OF.
SECTION 26. ALL IN TOWNSHIP 23 NORTH,. RANGE 4 EAST, W
1
1
.1
DESCRIBED AS FOLLOWS: •
BEGINNING Ar THE EAST 1 14 CORNER OF SAID SECTION 26;
THENCE NORTH 88'06'42 ALONG THE EAST -WEST CENTERLINE
OF SAID SECTION 26 A DISTANCE OF 105.84 FEET TO THE TRUE POIA
OF BEGINNING; THENCE NORTH 0/'47 "EAST 2.45 FEET TO 4
PO /NT OF CURVATURE; THENCE ALONG 4 CURVE TO THE RIGHT -
HAVING A RADIUS OF 410.28 FEET, THROUGH A CENTRAL ANGLE
OF 4G • 46 AN ARC DISTANCE OF 334.90 FEET ; THENCE
NORTH 49' 33'38 EAST 188.36 FEET; THENCE ALONG A CURVE
TO THE RiG Hr HAVING A RADIUS OF 4/0-28 FEET THROUGH A
CENTRAL ANGLE OF 72'16'35', AN ARC DISTANCE OF 517.55 FEET
TO AN INTERSECTION w1r7 A UNE BEARING SOUTH 56
THENCE SOUTH 56• 33 EAST ALONG SAID UNE -4 DISTANCE
OF 69.93 PEET; THENCE SOUTH 4.9'44' 23•• EAST 71. 30 FEET ;
THENCE S O U T H 4 5 0 9 2 7 E 4 5 7 9.91 FEET TO THE WESTERLY
MARGIN OF JAMES CHRISTENSEN ROAD NO. 1479
THENCE SOUTH 37 468-Z3 FEET ;
THENCE SOUTH 32' 33 WEST 132. 67 FEET;
THENCE NORTH 38' 12' 32" WEST 524.50 _ FEET ; • -
THENCE NORTH 01 47' Zr EAST 90. 66 FEET TO THE TRUE
PO /NT OF BEGINNING
TOGETHER WITH AND SUBJECT Tp ALL PROTECTIVE COVENANTS,
RESTRICTIONS, RESERVATIONS AND EASEMENTS OF RECORD;
SITUATE IN THE CITY OF TU? w1LA, COUNTY OF KING,
STATE OF WASHINGTON.
PARCLL Rut4e,l%iz
21..340 - oo3o - 01
i (LEGAL DESCRIPTION PER TRANSAMERICA TITLE INS. CO.
TITLE REPORT DATED FEBRUARY 27, 1986.)
1
20.
ANDOVER EXECUTIVE PARK / BUILDING 1
TUKWILA, WA.
GENERAL NOTES
1. ALL WORK ASSHOWN ON THE CO4STRUCTION DOCUMENTS ARE PER TIE
1988 UNIVERSAL BUILDING CODE AND ALL OTHER CODES
AND ORDINANCES AS ADOPTED BY THE CRY OF TUKVV1LA . if IS THE INTENT OF THESE
DOCUMSNTS TO C:OMPLY THERETO. WORK PERFORMED IN VIOLATION OF LOCAL C'ODES OR
ORDINANCES SHALL BE CORRECTED AT NO EXPENSE TO THE OWNER
2. ALL WORK SHALL CONFORM TO PROVISIONS OF APPLICABLE LOCAL CODES.
3. CONFLICT: IN CASE Cf ANY CONFLICT WHEREIN THE METHODS OR STANDARDS OF INS*TAUATICN
OR THE MATERIALS SPECIFIED DO NOT EOUAL OR EXCEED THE REOAREMENTS OF THE LAWS OR
ORDINANCES. THE LAWS OR THE ORDINANCES SHAU. GOVERN. NOTIFY THE DESIGNER OF ALL
OCNFUCTS.
4. CCNTRACTOR TO VERIFY ALL DIMENS/ONS AITO CONDITIONS ON JOB SITE AND NOTIFY DESIGNER
OF ANY DISCREPANCIES. ALL DIMENSIONS ARE FROM FINISHED FACE OF PARTMON, OR FROM
FACE OF EXISTIN3 UNLESS SHOWN AS CLEAR.
5. DO NOT SCALE DRAWINGS: THE CONTRACTOR SHALL USE DIMENSIONS SHOWN ON THE
DRAWINGS AND ACTUAL FIELD MEASUREMENT. NOTIFY THE DESIGNER IF ANY DISCREPANCIES
ARE FOUND.
6. MBREVIATIONS: THROUGHOUT THE HANS ARE ABBREVIATIONS WHICH ARE IN COMMON USE.
THE UST OF ABBREVIATIONS PROVIDED IS NOT INTENDeD TO BE COMPLETE OR
REPRESENTATIVE OF CONDITIONS OR MATERIALS ACTUAU-YUSED ON THE PROJECT. THE
DESIGNER WILL DEFINE THE INTENT OF ANY IN QUESTION.
7. EACH CONTRACTOR SHALL BE RESPOI 4SIBLE FOR VERIFICATION AND COORDINATION WITH
OTHER CONTRACTORS TO SECURE OCCIPLIANCE wrrH DRAWINGS AM.) SPECIFICATIONS.
8. PROVIDE FIRE DAMPERS AT ALL SUPPLY AND RETURN AIR OtRLETS. INLETS CR DUCTS
PENETRATING FIRE RATED ASSEMBUES, ENCLOSURES WALLS, FLOORS. CR SURFACES, AS
FtEOUIRED BY FIRE DEPARTMENT.
0. THERE SHALL BE NO EXPOSED PIPE, CONDUTTS, DUCTS, VENTS, ETC. All SUCH LINES SHAU. BE
CONCEALED OR FURRED AND FINISHED, UNLESS NOTED OTHERWISE AS EXPOSED CONSTRUCTION
ON DRAWINGS.
10. OFFSET STUDS WHERE REQUIRED. SO THAT FINISH WALLB6RFACE WLL Irk FLUSH. UNLESS
NOTED OTHERWISE. , PROVIDE FURRING AT EXJ WALLS AS REQUIRED TO INSTAU.
ELECTRICAL ITEMS AS INDICATED ON THE
T1 . CONTRACTOR SHALL. OBTAIN APPROVAL FROM DESKIAIER OF AU. 'THERMOSTATS, U3HT
SWITCHES, S_ECTR/CAL WALL DUIPLEXESCOURELEXES ETC... LOCATIONS NOT DIMENSIONED OR
INDICATED ON KANS.
12. DOOR AND CASED OPENINGS WITHOUT LOCATION DIMENSIONS ARE TO SE SIX INCHES FROM FACE
YO ADJACENT WALL OR CENTERED BETWEEN WALLS.
13. ALL WOOD USED ON THE JCS SHALL BE FIRE-TRF-ATEO.
14. AU. EXIT DOORS SHALL BE OPENABLE FROM THE INSIDE WITHOUT USE OF MY °RANA' SPECIAL
iLINCIALEDOE CR EFFORT.
15. , ALL REQUIRED EXIT SIGNS SHALL HAVE LETTERS SIX INCHES HIGH MIMMUM AND SHALL
CONFORM WITH APPLICABLE CODES. REFER TO ELECTRICAL DRAWNGS FOR EXIT S.IONS.
16. PROVIDE SHEET METAL REINFORCING (r HORIZONTALLY MOUNTED STRIP OF 20 OA
GALVANIZED SHEET METAL) IN PARTITIONS FOR INSTALLATION OF WALL-HUNG CABINET WORK
AND PA.NELtEG WHERE INDICATED ON DRAWING AND ALL OWNER PROVIDED ITEMS - SEE
INTERIOR ELEVATIONS SHEET A-5:
17. ALL PAINT AND FINISH MATERIAL COLORS SPAU. MATCH DESIGNERS CONTROL SAMPLES AND
REQUIRE DESIGNERS APPROVAL PRIOR TO INSTALLATION. DESIGNER WILL SPECIFY SHEEN FOR
ALL PAINTED SURFACES AT TIME OF CONTRACTOR SUBMITTALS.
18. CONTRACTOR SHALL FURNISH SHOP DRAWINGS FOR APPROVAL oig CABINETWORK, MILLWORK
AND ANY OTHER SPECIAL ITEMS REQUIRING CUSTOM SHOP FABRICATED WORK, SUBMIT TO THE
DESiaNER FOR APPROVAL.
19. CONTRACTOR SHALL PROVIDE HOISTING FOR ITEMS FURMSNED BY OTHERS. DESIGNER WILL
FURNISH A LIST OF SUCH ITEMS FOR CONTRACTORS USE AND COORDINATION. ALL F.T.I.C.
(FURNISHED BY TENANT, INSTALLED BY CONTRACTOR) ITEMS TO BE DELIVERED BY OWNER TO
DESKINED AREAS FOR HOISTING).
ALL PARTITIONS. UNLESS OTHERWISE NOTED, SHALL BE CONSTRUCTED WITH 2 1/2" METAL
STUDS AT 24 O.C. WITH 5/8' TYPE 'X' GYPSUM
21. CONTRACTORS &LAU.. GUARANTEE ALL WORK AGAINST FAULT OF ANY MATERIAL OR
WORKMANSHIP FOR A PERIOD OF NOT LESS THAN ONE YEAR AFTER COMPLETION AND
ACCEPTAnCE. FAULTY WORK SHALL BE REPLACED OR REPAIRED AS REQUIRED.
22. ALL FEATURES OF CONSTRUCTION NOT SPECIFICALLY SHOWN SHALL BE OF THE SAME TYPE AND
CHARACTER SHOWN FOR SIMLAR CONSTRUCTION.
23. CEILING HEIGHTS CTI FINI%ISCHEDULE ARE FROM FINISH FLOOR TO FINISH CEILING.
• , .
ACO US .
ACT.
ADJ.
A. P.
AFVD.
ARCH.
BLK
BLDG.
CL CR C
CLKG.
COL.
CONC • .
CONST.
CONTR .
C PT.
C W
C.W.
DET.
DI. AC.
DIA.
DIM.
DWG.
ELEV.
ELEC.
EQ.
EQPT.
EXIST.
F.I.O.
FT N.
FL.
F.O.I.C.
GLA.
G.W.B.
HD.WD.
HT.
H.W.
INCD.
INCL.
INTR.
JT.
LAN.
LTG.
LT.
ABBREVIATIONS
ACOUSTIC: ACOUSTICAL.
ACOUSTICAL TILE
ADJUSTABLE: ADJUST
ACCESS PANEL
APPROVED
ARCHITECTURAL
BLOCK: BLOCKING
BUILDING
CENTER LINE
CAULKING
COLUMN
CONCRETE
CONSTRUCTION
CONTRACTOR
CARPET
COLD WATER
DEPARTMENT
DETAIL
DIAGONAL
DIAMETER
DIMENSION
DRAWING
ELEVATION (BLDG):
ELEVATOR
ELECTRICAL
EQUAL
EQUIPMENT
EXISTING
FURNISHED 4 INSTALLED
BY OWNER
FINISH
FLOOR
FURNISHED BY OWNER,
INSTALLED BY CONTRACTOR
GLASS: GLAZING: GLAZED
GYPSUM WALL BOARD
HARDWOOD
HEIGHT
HOT WATER
INCANDESCENT
INCLUDE
INTERIOR
JOINT
LAMINATED: LAMINATE
LIGHTING
LIGHT
DRAWING INDEX
T-1 TITLE SHEET
A-1 PARTITION PLAN
A-2 REFLECTED CEILING PLAN
A ®3 ELEVATIONS
A-4 DETAILS
E-1 ELECTRICAL/TELEPHONE PLAN
ID-1 FINISH PLAN
ID-2 1FURNITURE PLAN
REF.
REQD.
REV.
R . 0 .
S.
SECT.
SHT.
S I M .
SPEC.
SST.
STD.
STOR.
STRUC.
SUSP.
. SW.
TEL.
TEMP.
TY P .
VAR.
V . C . T .
VERT .
V P
W . B .
W . C .
WD.
WT.
MAT. • MATERIAL
MAX. MAXIMUM
MED. MANUFACTURED
MFR. MANUFACTURER
MIN. MINIMUM
MISC. MISCELLANEOUS
MTD. MOUNTED
MTL. METAL
N.I.C. NOT IN CONTRACT
N.T.S. NOT TO SCALE
O.C. ON CENTER
PT. PAINT
PART. PARTITION
P.P.L. POLISHED PLATE GLASS
PL. PLATE
P.LAM. PLASTIC LAMINATE
PLY. PLYWOOD
Q.T. QUARRY TILE
R.B.
1
RUBBER BASE
REFERENCE
REQUIRED
REVISED: REVISION
ROUGH OPENING
STAIN
SECTION
SHEET
SIMILAR
SPECIFICATIONS: SPECIFIED
STAINLESS STEEL
STANDARD
STORAGE
STRUCTURAL
SUSPEND: SUSPENDED
SWITCH
TELEPHONE
TEMPERED
TYPICAL
VARIABLE: VARIES
VINYL COMPOSITION TILE
VERTICAL: VERTICALLY
VENEER PLASTIC
WOOD BASE
WALL COVERING
WOOD
WEIGHT
SYMBOLS
, j
[ 200]
0 10 THS INCH
2 ! 3
ELEVATION NUMBER
SHEET ON WHICH ELEVATION APPEARS
SECTION NUMBER
SHEET ON WHICH SECTION APPEARS
DETAIL NUMBER
SHEET ON WHICH DETAIL APPEARS
REVISION NUMBER
POINTS TO REVISION
ROOM NUMBER
&LEGAL DESCRIPTION
wassamoNa m e nwaysolowesatirera_ssiossonalanixansaysas
A PORTION OF THE WEST 1/2 OF SECTION 25 AND THE EAST 1/2 OF SECTION 26, ALL IN
TOWNSHIP 23 NOR1 H, RANGE 4 EAST, W.M., DESCRIBED AS FOLLOWS:
BEGINNING AT THE EAST 1/4 CORNER OF SAID SECTION 26; THENCE NORTH 88.0642"
WEST ALONG THE EAST-WEST CENTERLINE OF SAID SECTION 26 A DISTANCE OF 105.84
FEET TO THE TRUE POINT OF BEGINNING; THENCE NORTH 014728" EAST 2.45 FEET TO
A POINT OF CURVATURE; THENCE ALONG A CURVE TO THE RIGHT HAVING A RADIUS OF
410.28 FEET THROUGH A CENTRAL ANGLE OF 4646'10", AN ARC DISTANCE OF 334.90 •
FEET; THENCE NORTH 48.3338" EAST 188.36 FEET; THENCE ALONG A CURVE TO THE
RIGHT HAVING A RADIUS OF 410.28 FEET THROUGH A CENTRAL ANGLE OF 72•1635",
AN ARC DISTANCE OF 517.55 FEET TO AN INTERSECTION WITH A LINE BEARING SOUTH
56.38'20" EAST THENCE SOUTH 56.3820NEAST ALONG SAID LINE A DISTANCE OF
69.93 FEET; THENCE SOUTH 43.44' 23" EAST 71.30 FEET;THENCE SOUTH 45.0927",
EAST 9.91 FEET TO THE WESTERLY MARGIN OF JAMES CHRISTENSEN ROAD NO. 1479;
THENCE SOUTH 37.54'4P WEST 4368.23 FEET; THENCE SOUTH 32.39'25" WEST
132.67 FEET; THENCE NORTH 88.1232" WEST 524.50 FEET: THENCE NORTH
01.4728" EAST 90.6G FEET TO THE TRUE POINT OF BEGINNING. TOGETHER WITH AND
SUBJECT TO ALL. PROTECTIVE COVENANTS, RESTRICTIONS, RESERVATIONS AND
EASEMENTS OF RECORD; SITUATE IN THE CITY OF TUk'WILA, COUNTY OF KING, STATE OF
WASHINGTON.
(LEGAL DESCRIPTION PER TRANSAMERICA TITLE INSURANCE CO. TITLE REPORT DATED
FEBRUARY 27, 1986.)
th SITE PLAN
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BUILDING DATA
CONSTRUCTION TYPE:
OCCUPANCY TYPE:
TENANT AREA:
,Emick/Fioward
205 Marion Street
206/682-1516
aria
V - N
B02
621 9 SQ. FT.
Associates. Inc.
WARM
M
APPROVA
REquiRED
TITLE SHEET
MOW
et.e..CtRt‹.. AL
c>1._.t.,11
I`M -114-Ar
I ilhtterataild that thft Plan Chock approvals are
SiltiVe'dt tiOrWrbt4alitt Otbittions and approval of
'Ws kiibt atitliOrike the violation of any
'A4606 t'Otite Oti-din'ence Receipt of con-
"tine taI0 tOptViVtl pia is acknowleetaed.
1 I
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FILE COPY
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S 1 /8 " -1' -0"
JOB NO: 1393.101 .
DATE: 8/8/90
DRAWN BY:
CHECKED BY:
R.EVISJONS;
,
A I
SHEET a. OF '
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DOOR NUMBER
--- TYPE OF DOOR
A. 3' -0" x 8' -0 WOOD DOOR
IN WOOD FRAME.
B. PAIR OE 3' -0" X 8' -0" WOOD SLIDING
DOOR IN WOOD FRAME
C. 3' -0' x 8 -0' WOOD DOOR
WITH GLASS INSET IN WOOD FRAME
TO MATCH EXISTING EXTERIOR DOOR
D. PAIR OF TYPE 'C' DOORS.
E EXISTING DOOR AND HARDWARE
TO REMAIN. ,
F. 2' -6" x 8' -O" WOO1) DOOR IN
WOOD FRAME.
a 3' -Q* x 8'•0 "W00D POCKET DOOR
IN B/S WOOD FRAME,
H. 3'•0' x 8' -0" SOLID CORE 90 MINUTE
LABEL DOOR & FRAME ASSEMBLY.
HARDWARE
� t
a. B/S LOCKSET AND CLOSER.
b. B/S LATCHSET.
c. B/S SLIDING CLOSET HARDWARE.
h. BIS PRIVACY LOCKSET.
e. B/S LOCKSET. 1
I . 8/S LOCKSET & CLOSER WITH DEAD BOLT.
9. . S/S POCKET DOOR HARDWARE.
PA/ yT
1 01►w- GV
vira
. . EC'T IO tu1LDIN1e�
NOTE: ALL DOORS AND FRAMES TO BE PAINT GRADE OTHERWISE NOTE6.
THERE SHALL BE NO EXPOSED PIPE, CONDUITS, DUCTS, VENTS, ETC. ALL SUCH
LINES SHALL BE CONCEALED OR FURRED AND FINISHED, UNLESS NOTED
OTHERWISE AS EXPOSED CONSTRUCTION ON DRAWINGS.
OFFSET STUDS WHERE REQUIRED, SO THAT FINISH WALL SURFACE WILL BE
FLUSH, UNLESS NOTED OTHERWISE. PROVIDE FURRING AT EXISTING WALLS AS
REQUIRED TO INSTALL ELECTRICAL_ ,ITEMS AS INDICATED ON THE DRAWINGS.
DOOR AND CASED OPENINGS WITHOUT LOCATION DIMENSIONS ARE TO BE SIX
INCHES FROM FACE OR ADJACENT WALL OR CENTERED BETWEEN WALLS.
ALL WOOD USED ON THE JOB SHALL BE FIRE - TREATED.
ALL EXIT DOOM NALL BE OPENABLE FROM THE INSIDE WITHOUT USE OF KEY
OR ANY SPECIAL KNOWLWGE 4R EFFORT.
PROVIDE SHEET METAL REINFORCING (8" HORIZONTALLY MOUNTED STRIP OF 20
GA. GALVANIZED SHEET METAL) IN PARTITIONS FOR INSTALLATION OF WALL -
HUNG CABINET WORK AND PANELING WHERE INDICATED ON DRAWING AND ALL
OWNER PROVIDED ITEMS.
ALL PARTITIONS, UNLESS OTHERWISE NOTED, SHALL BE CONSTRUCTED WITH 2
1/2" METAL STUDS AT 24" O.C. WITH 5/8" TYPE 'X" GYPSUM WALLBOARD
EACH SIDE.
PARTITIO - N LEGEND
B/S TENANT DEMISING PARTITION 5/8" TYPE "X" GWB BOTH
SIDES & ACOUSTICAL BAIT INSULATION FROM FLOOR TO
UNDERSIDE OF STRUCTURE ABOVE
B/S TENANT PARTITION 5/8" TYPE "X" GWB BOTH SIDES
zx1= FULL HEIGHT SOUND PARTITION: 2 LAYERS 5/8" TYPE
"X" GWB BOTH SIDES AND ACOUSTICAL BAT'T INSULATION
FROM FLOOR TO UNDERSIDE OF SLAB ABOVE. 2 HOUR
CONISTHUCTICNV.
1. CENTERLINE OF COLUMWPARTITION.
2. CENTERLINE OF MULLION/PARTITION.
3. ALIGN FINISHED SURFACES.
4. 1 1/2" GROMMET.
5 B/S COAT ROD & HAT SHELF.
6. PROVIDE 2 HIGH, 24" DEEP, 1" THICK POLY BOARD
FIXED SHELVES. (1) @ +34 "A.F.F. and (1) @ +60" A.F.F.
7. PROVIDE 6 HIGH, 15" DEEP, 1 "THICK POLY BOARD
ADJUSTABLE SHELVES Y.'TfH HEAVY DULY STANDARDS
AND BRA.CKE TS.
8. CUT -OUT IN CONCRETE FOR NIGHT DEPOSIT.VERIFY SIZE
AND LOCATION.
9. B/S SINK, P -LAM COUNTER, 4" BACKSPLASH, BASE AND
WALL CABINETS WITH I ADJUSTABLE POLY BOARD SHELF.
10. B/S P -LAM. 24" DEEP WORKSURFACE AT +29'A.F.F.
1 1. B/S P -LAM. 24" DEEP WORKSURFACE AT +36 "A.F.F.
12 • B/S P -LAM. COUNTER AND BASE CABINETS WITH
1 ADJUSTABLE POLY BOARD SHELF.
13. B/S PLUMBING WITH H., C., W., AND VENT.
14. B/S DISHWASHER WITH HOT WATER TANK.
15 . RELOCATE TENANT'S EXISTING REFRIGERATOR
16 . RELOCATE TENANTS EXISP,,NG STOVE AND HOOD.
17 . REMOVE EXISTING TERIOR DOOR AND REPLACE WITH
EXTERIOR WINDOW TO MATCH EXISTING.
18 . P -LAM. VERTICAL. SUPPORT WITH KNEE CUT OUT.
19. P -LAM. VERTICAL SUPPORT WITH KNEE CUT OUT AND 2" DP. •
x 6" H. CUT OUT FOR WIRE MOLD CENTERED AT +23" A.F.F.
20. MINIMUM FURR OUT FOR ELECTRICAL
21. 13/S INSTA HOT.
22. B/S P -LAM. COUNTER WITH 4" BACKSPLASH,
23 . EXISTING EXTERIOR WINDOW TO REMAIN, FURR OUT PARTITION
FROM INTERIOR SIDE OF WINDOW.
24 . CHE -CIS WRITING STAND.
25. PROVIDE B/S RESTP.00M FIXTURES & HANDICAP ACCESSORIES
AS REQUIRED.
PARTITION NOTES
B/8 PARTIAL HEIGHT 1/4 "TEM9ERED GLASS RELITE WALL
BUTT JOINT W/ BLACK SILICON
WS DOOR HEIGHT 1/4" TEMPERED GLASS RELITE
BUTT JOINT W/ BLACK SILICON
BUILT -IN CABINETRY UPPER CABINETS
BUILT -IN CABINETRY PROVIDED BY OWNER
B/S FIRE EXTINGUISHER
B/S TENANT SOUND PARTITION: 5/8" TYPE "X" GWB BOTH
SIDES AND ACOUSTICAL BATT INSULATION FROM FLOOR TO
UNDERSIDE OF HUNG CEILING, 4'-0" WIDE ACOUSTICAL
BATT INSULATION CENTERED OVER PARTITION ABOVE
CEILING.
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Emick /Ho,vard and Associates. Inc.
205 Marion Street
20/682.1516 .
PARTITION PLAN
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Properties
Company
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REFLECTED CEILING PLAN
N FLOOR PLAN
STORAGE
L 101
VAULT ROOM
LUNCH ROOM
[?Q.
COPY /STORAGE
■
2' X 4' FLUORESCENT
2' X 2' FLUORESCENT
INCANDESCENT DOWN UGHT OR
INCANDESCENT WALL WASHER
0
ELECTRICAL
LIGHTN a, CALCULATIONS
48 EA. @ 185 W
2 EA. @ 95 W
20 EA. @ 75 .W
a
1 .. n .
TOTAL
ti
OFFICE AREA • 6,219 U.S.F. SQ. FT. X1 .7 WATTS /SQ. FT.. 10,572 WATTS ALLOWED
10,570
WATTS USED
.4
8,880
1 9 0
1.500 .
LIGHTING NOTES
LIGHTING LEGEND
5
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GWB
Ernick /Howard and Associates. Inc.
205 Marion Street
206/682-1516
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PROVIDE FIRE DAMPERS AT ALL SUPPLY AND RETURN AIR OUTLETS, INLETS, OR
DUCTS PENETRATING FIRE RATED ASSEMBLIES, ENCLOSURES, WALLS, FLOORS,
OR SURFACES, AND AS REQUIRED BY FIRE DEPARTMENT.
CONTRACTOR SHALL OBTAIN APPROVAL FROM DESIGNER OF ALL
THERMOSTATS, LIGHT SWITCHES, ELECTRICAL WALL DUPLEXESIFOURPLEXES,
ETC. LOCATIONS NOT DIMENSIONED OR INDICATED ON PLANS.
ALL REQUIRED EXIT SIGNS SHALL HAVE LETTERS SIX INCHES HIGH MINIMUM
AND SHALL CONFORM WITH APPLICABLE CODES. REFER TO ELECTRICAL
DRAWING FOR EXIT SIGNS.
CEILING HEIGHTS ON FINISH SCHEDULE ARE FROM FINISH FLOOR TO FINISH
CEILING.
LIGHT SWITCHES INSTALLED AT 48' HIGH PLACED 2 OR MORE SWITCHES IP1 A
HORIZONTAL LINE
2'x 4' PARABOLIC FLUORESCENT FIXTURE ..
2'x 2' PARABOLIC FLUORESCENT FIXTURE
-- ISIS RECESSED INCANDESCENT DO NUGHT
SKYUGHT - 4' X 8' DOUBLE DOMED, OPAQUE ACRYLIC.
CONTRACTOR TO VERIFY LOCATION OF SKYLIGHT IN
,,-. rLr' v�rtrH r.tclo,ccE��tv�. r. . _
SMOKE DETECTOR - CONNECT TO BUILDING FIRE ALARM SYSTEM
CEILING TILE: Armstrong #z%67
Second Look II
24" x 48" x 3/4" lay -in
NOTE: CONTRACTOR TO VERIFY AU.. EXISTING CEIUNG
CONDITIONS AS THEY-PERTAIN TO HVAC, CEILING HEIGHTS
AND SKYLIGHTS - NOTIFY DESIGNER.
B/S RECESSED INCANDESCENT WALIWASHER
INDICATES 24 HOUR FIXTURE
FLUORESCENT STRIP UNDERCOUNTER LIGHTING
HARDWIRED BY BUILDING ELECTRICIAN
as EXHAUST FAN
Id.a.UMINATED EXIT SIGN - DIRECTION OF ARROW.
- IB/S SINGLE SWITCH
B/S DIMMER SWITCH
WS 3 -WAY WITCH
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4P00 4000 6~4. y Atit 4 vulle
CEILING SUSPENSION & BR.ACINC}
REFLECTED CEILING PLAN
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Properties
Company
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r SCALE: 1/4"=1
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K.CNTR.RM 101
CALE: 1 /4 0"
1 . 2 yr RUBBER BASE. •
2. G.
3. EXTERIOR WINDOWS.
4 P-LAM. VERTICAL SUPPORT W1114 KNEE CUT OUT
5 . P-LAM. VERTICAL SUPPORT MTH KNEE CUT OW AND 2 DEEP x 6" HIGH CUT OUT FOR
• k WIREMOLD, CENTERED AT+ 23" A.F.F.
6. B/S PI.AM 24. OP WORK SURFACE AT + 29" WITH P-LAM. BACKSPLASH..
7. B/S P-LAM. 24" DP WORK SURFACE AT + 29".
8. B/S P-LAM. 24* DP WORK SURFACE AT + 36 .
9. omit
1 WALL. COVERING OVER CONCRETE WAIL
1 1 . RELOCATE 3STING Tawas REFRIGERATOR.
1 2 . RELOCATE EXISTING TENANTS STOVE & HOOD.
13. BIS DISHWASHER
I 4 P-LAM. END PAWL.
15. BM SINK, P-LAM. COUNTER, 4 BACKSPLASH AND BASE CABINET wM-I 6/8 HARDWARE;
• BACKSPLASH TO AUGN WITH TOP OF WINDOW CHAIR ?AIL
ELEV. TELLER BACK COUNTER RM 103
-00
ELEV.CNTR.FINA '105
SCALE: 1/4
#A11IPWRAPPg0
ELEV. RM 102'
ELEV.TELLER LINE RM 103
1 7, WS P-LAM. COUNTER AND BASECABINET WITH DRAWERS, '1 ADJUSTABLE POLY BOARD
SHELF Al4D HARDWARE.
1 8. B/S P-LAM. WALL CABINET AND WS HARDWARE. . '
1 9 . flS P-LAM. WALL CABINET WITH 1 ADJUSTABLE POLY BOARD SHELF.
20. B/S INSTA 140T.
21 . 1 OROMMET.
24. ais MIST A HOT.
23, • CUT OLff IN VERTICAL SUPPORT FOR W1REMOLD.
24. WIREMOLD.
25. 0/8 P-LAM COUNTER WITH 4" BACKSPLASH.
• '29: darRETE EXTERIOR PMTI1ON.
27. P-L.. votrie.A.suRFAcE.
• 28. FABiNC WALLOOVERNO.'
29. ,spEd --
30. 1 DP. P4.AM. Fixtip SHELVES.
' 4 1/2" H. x MAX.DIM. x W DP. P-LAM• 1 DRAWER/3 SLOT STO .UNIT.
1,134., 0, W. P-LAM;GATE wrof SECURITY LATCH. • ' •
SCAtE: 1 /4"=
ELEV.FINA 102
34. 2 1/2" BRUSHED CHROME BASE.
35. P-LAM. VERTICAL SUPPORT.
36. 3" DAM. GROMMET.
3
-LAM.
38. HECK WRITE CENTERP, IFM WITH TRASH RECEPTACLE BELOW.
39. WIRE CI-ASE BEYOND FOR PHONE CABLE.
40. EVS TISSUE AND TOILE COVER DISVENSER.
41. z FLOOR MOUI4TED WA1ER CLOSET:
42. *4 Elia Ft4,OR MOUNTED WATER CLOSEr.
43. BIS WALL HUNG SINK.
44. BR P-LAM. VANITY WITH SINK AND 4" BACKSPLASH.
45 8S P-LAM. WAINSCOT, 3 WALLS. + 48 A.F.F.. WAINSCOT TO BE FLUSH WITH
PAMIC TILE BASE BEIDW,
ICAPPED GRAB BAR.
1 x 24" MIRROR.
, miRrtoR MAX DIM. x 4 MIRROR MOUNTED AT TOP OF BACKSPLASH,
4 9 = CEM IVIIC TILE BASE TO BE FLUSH WITH P-LAM. WAINSCOT ABOVE.
EXISTING RESTROOkIPARTMON.
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ELEV RM 118
ELEV.TELLER LINE RM 103
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PLAN TELLER LINE RM 103
118 'CLEAR PLEXI-GLASS DIVIDER TO BE 3' ABOVE COUNTER TOP.
Emick/Howard. and Associates. Inc.
205 Mallon Street
206/682-1516
.tLEVATIONS
ALE AS NOTED
JCS NO: 1.30.10 I
DATE: 'Li /8/90:-
DRAWN BY 144
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'Emick /Howard and Associates, Inc.
205 Marion, Street
DOOR JA
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ELECTRICAL NOTES
ALL WALL MOUNTED TELEPHONE AND ELECTRICAL OUTLETS TO BE INSTALLED
12` ABOVE FLOC UNLESS OTHERWISE NOTED.
ALL CORE DRILL LOCATIONS SHALL BE VERIFIED WITH DESIGNER PRIOR TO
EXECUTION.
ALL UNUSED POKE - THROUGHS SHALL BE PLUGGED CAPPED AS REQUIRED TO
MAINTAIN FLOUR FIRE RATING. VERIFY QUANTITY AND LOCATION WITH
DESIGNER PRIOR TO EXECUTION.
ELECTRICAN SHALL COORDINATE ,ORE DRILL LOCATIONS W/ DESIGNER AND
COMPUTER ACCESS FLOORIN CONTRACTOR PRIOR TO EXECUTION.
ALL TELEPHONE AND COMPUTER WIRES SHALL BE PULLED BY TENANTS
CONTRACTOR. ELECTRICAL CONTRACTOR SHALL PROVIDE FULL WIRES AND
BOXES AT EACH LOCATION.
CJR CAL..E EID
4
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HAY
DUPLEX RECEPTACLE OUTLET
FLOOR MOUNTED DUPLEX RECEPTACLE OUTLET
DUPLEX RECEPTACLE OUTLET - DEDICATED CIRCUIT 120V. 20A
FOURPLEX RECEPTACLE OUTLET
FLOOR MOUNTED FOURPLEX RECEPTACLE OUTLET
FOURPLEX RECEPTACLE OUTLET - DEDICATED CIRCUIT 120V, 20A
SIMPLEX RECEPTACLE - DEDICATED CIRCUIT 120V, 20A
WALL MOUNTED TELEPHONE OUTLET
DEDICATED TELEPHONE UNE
WALL MOUNTED COMBINATION TELEPHONE/CRT CABLE OUTLET
FLOOR MOUNTED TELEPHONE OUTLET
FLOOR MOUNTED COMBINATION TELEPHONE /CRT CABLE -
WALL MOUNTED CRT CABLE RECEPTACLE OUTLET
FLOOR MOUNTED CRT CABLE RECEPTACLE OUTLET
J BOX
TIMER
SHARED DEDICATED CIRCUIT 120V, 20A - DUPLEX OR FOURPLEX
AS NOTED ON PLAN - MAX. 6 DUPLEX OUTLETS PER CIRCUIT.
DEDICATED CIRCUIT 220V, 30A
WIREMOLD
SECURITY ALARM - SPEC TO FOLLOW.
SECTRICAL ACCESS FOR PANEL SYSTEM BASE POWER
ENTRY, 3 EA. 120V, 20A CIRCUITS.
NOTE: CONTRACTOR TO PROVIDE ELECTRICAL HOOK -LIP
FOR FURNITURE PANEL SYSTEM.
Emick /Howard and Associates. Inc.
205 Marion Street
206/662 -1516
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Ceramic Mel
Ceramic Tile-2
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Paint-1
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Vinyl Composition Manufacturer:
Tile-1 Quality:
Color:
Vinyl Composition Manufacturer:
Quality:
Color:
Rubber Base-1 Manufacturer:
Quality:
Paint-2 Manufacturer:
(genera! areas) Quality:
Color:
Wallcovering-i Manufacturer:
Quality:
Color:
Wallcovering-2 Manufacturer:
Quality:
Color:
- Walicovering-3 Manufacturer:
Quality:
Color:
Plastic Laminate-1 Manufacturer:
Quality:
Color:
Plastic Laminate-2 Manufacturer:
Quality:
Color:
Plastic Laminate-3 Manufacturer:
Quality:
Color:
All doors, trim and wood base to be P-3.
Emick/Howard and Associates. Inc.
205 Marion Street
206/682-1516
Manufacturer:
Quality:
Color:
Pad:
Manufacturer:
Quality:
Color:
Pad:
Manufacturer:
Quality:
Color:
Note:
Manufacturer:
Quality:
Size:
Color:
Grout:
Manufacturer:
Quality:
Size:
Color:
Color:
Manufacturer:
Quality:
Color:
Manufacturer:
Quality:
Color:
MAHARAM
1000
#123 Sandrift
fvIARARAM
1000
#24 Dusk
• MAHARAM
1000
#116 Linen
LAMINART
Textured
#882 Dawn
FORMICA
Matte •
#221 Satinbark
BENTLEY CARPET MILLS
Camden Hill II
#2318 Cambridge
40 oz. combination
BENTLEY CARPET MILLS
Covent Garden
#1361 Soleil
40 oz. combination
BENTLEY CARPET MILLS
Carlton
#74 Blue Velvet
Glue dovm
THOMPSON TILE
Fiandre, Slate
12" x 12"
#G440 Pausania
Keracolor #19 Pearl Gray
THOMPSON TILE
Fiandre, Slate
12" x 12"
#G450 Asiago
ARMSTRONG
Stonetex
#52121 Rock Mauve
ARMSTRONG
Stonetex
#52125 Granite Gray
Wood Base-1 Manufacturer: HILLSDALE DOOR & SASH
Quality: Style B1 Hemlock (cut to
2 1/4" H routed as shown on
sheet A-3 or approved equal)
Color: P-3
BURKE
2 1/2" straight @ CPT
2 1/2" cove fa) VCT
#660P Slate •
FULLER O'BRIEN
Laytex enamel, Eggshell
#H-84 Gray Poodle
FULLER O'BRIEN
Laytex enamel, Eggshell
#H-30 Fallow
FULLER O'BRIEN
Oil base enamel, Semi-gloss
#H-30 Fallow
WILSONART
Textured
#D90-6 Northsea
Ceramic Tile-1 Manufacturer: THOMPSON TILE
Qualty: Concordia
Color: #700 Sage -
_ „ #19 Pearl Gray
. R , 34 BRUSHED ALUMINUM. BLINDS TO BE PROVIDED AT
IfsareAr41$4 Fteurt$ AND EXTERIOR WINDOwS.
Ceramic floor tile in toilet rooms to be coved up walls 5*.per U.B.C.$10.
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CT-2 Ceramic 1 ile-2 Manufacturer: ---- "Mtal
Quality: Concordia
Color: #705 Rose
Contractor te provide sample on wall on site for approval by designer before proceeding
with work.
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INDICATES FUTURE WORKSTATION/FURNITURE
Ernick/Howard agd Associates. Inc.
205 Marion Street
206/602.1516
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FURNITURE PLAN
SCALE: 1/8"=1'-0"
JC6 NO: 1393.101
DATE: 8/8/90
DRAWN BY:
CHECKED BY:
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Properties
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