HomeMy WebLinkAboutPermit D08-449 - CASCADE YARNS - WINDOWSCASCADE WARNS
1224 ANDOVER PK E
D08 -449
Parcel No.:
Address:
Suite No:
Owner:
Name:
Address:
Phone:
doc: IBC -10/06
1224 ANDOVER PK E TUKW
Tenant:
Name: CASCADE YARNS
Address: 1224 ANDOVER PK E , TUKWILA WA
Cityilf Tukwila •
Department of Community Development
6300 Southcenter Boulevard, Suite #100
Tukwila, Washington 98188
Phone: 206 - 431 -3670
Fax: 206 - 431 -3665
Web site: http: / /www.ci.tukwila.wa.us
DEVELOPMENT PERMIT
Contact Person:
Name: VICKI SOMPPI
Address: 22002 64 AVE W STE 2C , MOUNTLAKE TERRACE WA 98043
Phone: 425 - 670 -6706 X 101
Contractor:
Name: DYNA TECH CONSTRUCTION CORP
Address: 1829 188TH N.E. , ARLINGTON, WA 98223
Phone:
Contractor License No: DYNATCC088CR
DESCRIPTION OF WORK:
PROVIDE NEW WALL OPENING (EXTERIOR) AND STOREFRONT WINDOWS
Value of Construction: $3,500.00 Fees Collected: $209.92
Type of Fire Protection: SPRINKLERS International Building Code Edition: 2006
Type of Construction: III -B Occupancy per IBC: 0008
* * continued on next page **
Permit Number: D08 -449
Issue Date: 02/12/2009
Permit Expires On: 08/11/2009
Expiration Date: 06/18/2010
D08 -449 Printed: 02 -12 -2009
Public Works Activities:
Channelization / Striping: N
Curb Cut / Access / Sidewalk / CSS: N
Fire Loop Hydrant: N Number: 0
Flood Control Zone:
Hauling: N Start Time:
Land Altering: Volumes: Cut
Landscape Irrigation:
Moving Oversize Load:
Sanitary Side Sewer:
Sewer Main Extension:
Storm Drainage:
Street Use:
Water Main Extension:
Water Meter:
Permit Center Authorized Signature:
I hereby certify that I have read and
governing this work will be complied
The granting of this permit does not pres
construction or the perfgrmance of work.
doc: IBC -10/06
City ATukwila
Department of Community Development
6300 Southcenter Boulevard, Suite #100
Tukwila, Washington 98188
Phone: 206 - 431 -3670
Fax: 206 - 431 -3665
Web site: http: / /www.ci.tukwila.wa.us
N
Start Time: End Time:
Private:
Profit: N
Private:
0 c.y.
•
Permit Number:
Issue Date:
Permit Expires On:
Size (Inches): 0
End Time:
Fill 0 c.y.
Public:
Non - Profit: N
Public:
D08 -449
02/12/2009
08/11/2009
Date: DA i /ft
ed this permit and know the same to be true and correct. All provisions of law and ordinances
whether specified herein or not.
e to give authority to violate or cancel the provisions of any other state or local laws regulating
II authorized to sign and obtain this development permit.
/ g
Date: �-// / /
Signature:
Print Name:
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.
D08 -449 Printed: 02 -12 -2009
Parcel No.:
Address:
Suite No:
Tenant:
•
City of Tukwila
Department of Community Development
6300 Southcenter Boulevard, Suite #100
Tukwila, Washington 98188
Phone: 206 - 431 -3670
Fax: 206 - 431 -3665
Web site: http: / /www.ci.tukwila.wa.us
1224 ANDOVER PK E TUKW
CASCADE YARNS
1: ** *BUILDING DEPARTMENT CONDITIONS * **
PERMIT CONDITIONS
2: No changes shall be made to the approved plans unless approved by the design professional in responsible charge and the
Building Official.
3: All permits, inspection records, and approved plans shall be at the job site and available to the inspectors prior to
start of any construction. These documents shall be maintained and made available until final inspection approval is
granted.
4: The special inspections for steel elements of buildings and structures shall be required. All welding shall be done by
a Washington Association of Building Official Certified welder.
5: When special inspection is required, either the owner or the registered design professional in responsible charge,
shall employ a special inspection agency and notify the Building Official of the appointment prior to the first
building inspection. The special inspector shall furnish inspection reports to the Building Official in a timely manner.
6: A final report documenting required special inspections and correction of any discrepancies noted in the inspections
shall be submitted to the Building Official. The final inspection report shall be prepared by the approved special
inspection agency and shall be submitted to the Building Official prior to and as a condition of final inspection
approval.
7: All construction shall be done in conformance with the approved plans and the requirements of the International
Building Code or International Residential Code, International Mechanical Code, Washington State Energy Code.
8: VALIDITY OF PERMIT: The issuance or granting of a permit shall not be construed to be a permit for, or an approval of,
any violation of any of the provisions of the building code or of arty other ordinances of the City of Tukwila. Permits
presuming to give authority to violate or cancel the provisions of the code or other ordinances of the City of Tukwila
shall not be valid. The issuance of a permit based on construction documents and other data shall not prevent the
Building Official from requiring the correction of errors in the construction documents and other data.
* *continued on next page **
Permit Number: D08 - 449
Status: ISSUED
Applied Date: 09/30/2008
Issue Date: 02/12/2009
doc: Cond -10/06 D08 -449 Printed: 02 -12 -2009
•
City of Tukwila
Department of Community Development
6300 Southcenter Boulevard, Suite #100
Tukwila, Washington 98188
Phone: 206 - 431 -3670
Fax: 206 - 431 -3665
Web site: http: / /www.ci.tukwila.wa.us
•
I hereby certify that I have read these conditions and will comply with them as outlined. All provisions of law and
this work will be complied with, whether specified herein or not.
The granting of this permit does not presume to give authority to violate or cancel the provision of any other work
construction or the performance of work.
Signature:
Print Name:
doc: Cond -10/06 D08 -449
Date: 2// 2-A
ordinances governing
or local laws regulating
Printed: 02 -12 -2009
Contact Person:
E -Mail Address:
Company Name: f.( A
Contact Person:
E -Mail Address:
CITY OF TUKWILA
Community Development Department
Public Works Department
Permit Center
6300 Southcenter Blvd., Suite 100
Tukwila, WA 98188
http://www.ci.tukwila.wa.us
SITE LOCATION
King Co Assessor's Tax No.: 23 CI-
Site Address: 1224 A N pp i t= a. "Pik-eK Suite Number: 1 2.2 1 Floor:
Tenant Name: `ileXi4VG y N New Tenant: LI .... Yes
Property Owners Name: 1.4 ft -12 i ce. .(., t I4
Mailing Address: 51(0o I, A
CONTACT PERSON -- who do we
act when your permit is ready to be issued
Name: V lC C',Okxppi Day Telephone: .425—(D Wir)(1) )( f1)1
Mailing Address: 2-2_ WZ (pi, 7)1 jive Ske 2C, M t k. -- rei'Y - : KA C/
City State Zip
E -Mail Address: ' f (C,k) S 0. 00(111415 IC.f) , C ()M Fax Number: - x{25 - 771 _ S 2 ) 9
GENERAL CONTRACTOR INFORMATION —
(Contractor Information for Mechanical (pg 4) for Plumbing and Gas Piping (pg 5));'
Company Name: fl!
Mailing Address:
Contact Person:
E -Mail Address:
Contractor Registration Number:
Company Name: lib1 {fie I/ Or990
Mailing Address: 2-2-CDC) TFt
Applications and plans must be complete in order to be accepted for plan review.
Applications will not be accepted through the mail or by fax.
**Please Print**
vi Ck+ `
Vice Col/ neildesk(» con()
Q:\Applications\Forms - Applications On Line \3 -2006 - Permit Application.doc
Revised: 9 -2006
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MFG 1SLiAl\i0
City
Building Pernilt No.
9 1 +4 c7
Mechanical Permit No.
Plumbing /Gas Permit No.
Public Works Permit No.
Project No.
(For office use only)
WA
State
Zip
City
Day Telephone:
Fax Number:
Expiration Date:
State
Zip
ARCHITECT OF RECORD - All plans must be wet stamped by Architect of Record
City State Zip
Day Telephone: 12s- (g -O(D k r/D
Fax Number: 25 - 74 -
ENGINEER OF RECORD -'All plans must be
mped by Engineer of Record
Mailing Address:
cit
Day Telephone:
Fax Number:
State
Zip
Page 1 of 6
BUILDING PERMIT INFORNTION — 206- 431 -3670
Valuation of Project (contractor's bid price): $ , 5Q 0 Existing Building Valuation: $
Scope of Work (please provide detailed information): )V14. ¥\L & (A) (1 1 (Dpn't C\ 11 ex -e vi ci 1'")
UYld -oye- - w \vv-doc,) S
Will there be new rack storage? ❑.... Yes
Uncovered Deck
].. No If yes, a separate permit and plan submittal will be required.
Provide All Building Areas in Square Footage Below
2 "° Floor
Floor
Floors
thru
Basement
Accessory Structure *'
Attached Garage
Detached Garage
Attached Carport
Detached Carport
Covered Deck
Interior Remodel
Addition to
Existing
Structure
Type of
Construction per
IBC
lit—
Type of
Occupancy per
IBC
Ise
PLANNING DIVISION:
Single family building footprint (area of the foundation of all structures, plus any decks over 18 inches and overhangs greater than 18 inches)
*For an Accessory dwelling, provide the following:
Lot Area (sq ft):'14 1 Q?, Floor area of principal dwelling: Floor area of accessory dwelling:
*Provide documentation that shows that the principal owner lives in one of the dwellings as his or her primary residence.
Number of Parking Stalls Provided: Standard: 14C C V)C't 0 Compact: N 0 C 1/1 1V R C Handicap: No i hwy
Will there be a change in use? ❑ Yes No If "yes ", explain:
FIRE PROTECTION/HAZARDOUS MATERIALS:
Sprinklers ❑ Automatic Fire Alarm
Will there be storage or use of flammable, combustible or hazardous materials in the building? ❑ Yes ❑ No
If "yes', attach list of materials and storage locations on a separate 8-1/2" x 11" paper including quantities and Material Safety Data Sheets.
SEPTIC SYSTEM
❑ On -site Septic System — For on -site septic system, provide 2 copies of a current septic design approved by King County Health
Department.
Q:\Applications\Forms- Applications On Line \3 -2006 - Permit Application.doc
Revised: 9 -2006
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❑ None ❑ Other (specify)
Page 2 of 6
PERMIT APPLICATION NO1 — Applicable to all permits in this application
Value of Construction — In all cases, a value of construction amount should be entered by the applicant. This figure will be reviewed and is subject
to possible revision by the Permit Center to comply with current fee schedules.
Expiration of Plan Review — Applications for which no permit is issued within 180 days following the date of application shall expire by limitation.
Building and Mechanical Permit k`
The Building Official may grant one or more extensions of time for additional periods not exceeding 90 days each,'; -The extension shall be
requested in writing and justifiable cause demonstrated. Section 105.3.2 International Building Code (current edition).
Plumbing Permit
The Building Official may grant one extension of time for an additional period not exceeding 180 days. The extension shall be requested
in writing and justifiable cause demonstrated. Section 103.4.3 Uniform Plumbing Code (current edition).
I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE UNDER
PENALTY OF PERJURY BY THE LAWS OF THE STATE OF WASHINGTON, AND I AM AUTHORIZED TO APPLY FOR THIS PERMIT.
BUILDING OWNER OR AUTHORIZED AGENT:
Signature: ) t.1 ') 1 ■ Date:' 3() = ?c - (i
Print Name: \i 1 `- .)L i t , I'fir'
d Day Telephone: ''1 2 . L / '6' rO f -' i
Mailing Address: ZZcx , (oTT-t Ave v.), f ..2.0.- M4-11, -(Q tA.111 c i
City State Zip
Date Application Accepted:
9 -3o -0e
Q:\Applications\Fonns- Applications On Line \3 -2006 - Permit Application.doc
Revised: 9 -2006
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Date Application Expires:
Staff Initials:
Page 6 of 6
PLUvIBING AND GAS PIPINk ERMIT INFORMATION - 206 -43- 670
PLUMBING AND GAS PIPING CONTRACTOR INFORMATION
Company Name:
Mailing Address:
Contact Person:
E -Mail Address:
Contractor Registration N
Fixture Type:
Bathtub or combination
bath /shower
Bidet
Clothes washer, domestic
Dental unit, cuspidor
Dishwasher, domestic,
with independent drain
Building sewer or trailer
park sewer
Industrial waste
pretreatment interceptor,
including its trap and vent,
except for kitchen type
grease interceptors
Valuation of Plumbing work (contracto - arice): $
Valuation of Gas Piping work (contractor's : ce): $
Scope of Work (please provide detailed informat
Building Use (per Intl Building Code):
Occupancy (per Int'I Building Code):
Utility Purveyor: Water:
Indicate type of plumbing fixtures and /or gas piping outl - eing installed and th
Qty
Fixture Type:
Drinking fountain o r . er
cooler (per head)
Food -waste gri
commercial
Floor drai
Shower, _Ie head trap
Lavat
ater system — per
n (inside building)
epair or alteration of water
piping and /or water treating
equipment
Q.\Applications\Forms- Applications On Line\3- 2006 - Permit Application.doc
Revised: 9 -2006
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Q ty
ewer:
Fixture Type:
Wash fountain
Receptor, indirect
waste
Sinks
Urinals
Water Closet
Water heater and /or
vent
Repair or alteration
of drainage or vent
piping
City
Day Telephone:
Fax Number:
Expiration Dat
uantity below:
Qty
e
Fixture Type:
Gas piping outlets
Additio medical gas
inlets/outl . — six or more
Medical gas • ing system
serving one to '' . e
inlets /outlets for s
cific gas
Zip
QtY
Page 5 of 6
Parcel No.:
Address: 1224 ANDOVER PK E TUKW
Suite No:
Applicant: CASCADE YARNS
Receipt No.: R08 -03392
Initials: WER
User ID: 1655
Payee: CONNELL DESIGN
City of Tukwila
Department of Community Development
6300 Southcenter Boulevard, Suite #100
Tukwila, Washington 98188
Phone: 206 - 431 -3670
Fax: 206 -431 -3665
Web site: http://www.cidukwila.wa.us
TRANSACTION LIST:
Type Method Descriptio Amount
Payment Check 15860 209.92
ACCOUNT ITEM LIST:
Description
BUILDING - NONRES
PLAN CHECK - NONRES
STATE BUILDING SURCHARGE
000/322.100
000/345.830
000/386.904
RECEIPT
Account Code Current Pmts
Total: $209.92
•
Permit Number: D08 -449
Status: PENDING
Applied Date: 09/30/2008
Issue Date:
Payment Amount: $209.92
Payment Date: 09/30/2008 10:22 AM
Balance: $0.00
124.50
80.92
4.50
77.2 )9/7, 7707 73TP.:.. 2:)9.72
dot: Receipt -06 Printed: 09 -30 -2008
COMMENTS: k0,4_1 1,, cked r /x
Type of Inspection: \
F:11 B� ,' t �-'
M ( (....�1 f-e , J , s-, ( .4- ABC
Date Called:
(, M . ^
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A., ri z, /-1( c.
p o .
f
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Requester:
Phone
_______, n ,
Project:
(AC A 4- �� I
Type of Inspection: \
F:11 B� ,' t �-'
Address:
1 ? ZA AnOo Gam+'
Date Called:
(, M . ^
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Special Instructions:
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Date Wanted:
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6 _ t -del p.m.
Requester:
Phone
FfO ` 00Y-5
3
INSPECTION RECORD
Retain a copy with permit
PERMIT NO.
CITY OF TUKWILA BUILDING DIVISION 12- ■" - •
6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3610
INSPECTION NO.
Approved per applicable codes. Corrections required prior to approval.
Inspectg
Date: L
ri $60.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be
paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection.
d
i
Receipt No.:
'Date:
COMMENTS:
yi,v^i
Type of Inspectio
0 (1 t)
1-- e',
.
Date Called:
_
Special Instructions:
J+) J
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Date Wanted:
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Requester:
' .7:
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Phone o: 2.5
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Type of Inspectio
Address: ^
(2 21 /'`I
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Date Called:
_
Special Instructions:
J+) J
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Date Wanted:
—
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d T p.m.
Requester:
Phone o: 2.5
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'065-
INSPECTION NO.
INSPECTION RECORD
Retain a copy with permit
Oo -44
PERMIT NO.
CITY OF TUKWILA BUILDING DIVISION P-- 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3
Approved per applicable codes.
Corrections required prior to approval.
Inspector:
Date:
1
$60.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be
paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection.
(Receipt No.:
(Date:
COMMENTS:
Type of Inspection:
r, AA( ) , ( A 1
Address: Adao Jer r �.
177. t'.^��
Date Called:
CO < ;C
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(Lop IT
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Project:
(ASC-A ■14✓
Type of Inspection:
r, AA( ) , ( A 1
Address: Adao Jer r �.
177. t'.^��
Date Called:
�
Special Instructions: e yt.
Date Wanted:
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Requester:
Phone No:
O 6I0g5
INSPECTION RECORD ����
Retain a copy with permit
INSPECTION NO. PERMIT NO.
CITY OF TUKWILA BUILDING DIVISION
6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670
Approved per applicable codes.
Corrections required prior to approval.
t ai
E] $60.00 REINSPECTION FEE REQUIRED. rior to inspection, fee must be
paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection.
AkA.
Inspect r:
Date: / 4
Receipt No.:
Date:
COMMENTS: (J ,/1_
11 i ¢1
Type � I /4 t 2 //1/
�� i Q,9vn1k)t, - APnO (Air-0 Sit kir94
-- 4 0 - 1 -- P4. -4 LA b r H f
e Not..9 , P Aw 5 Pe P
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Date ?anted: / >�� G .
-.2 ///
:3) O,1,4L/ v.) 0 -
Requester:
1
OA// flfN4IU/h #J
fs4 L41 h'9 gra1/ /( '(-/
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N
Pro , /l //IX �f ,91�
Type � I /4 t 2 //1/
Address
Called:
Special Instructions:
Date ?anted: / >�� G .
-.2 ///
P.m.
Requester:
Phone No:
�2 - 76 6 • 6017.3
INSPECTION RECORD
Retain a copy with permit
INSPECTION NO. PERMIT NO.
CITY OF TUKWILA BUILDING DIVISION 1}�,
6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670
El Approved per applicable codes.
Insp;cto
d)/(5
Corrections required prior to approval.
Dagq/p
60.00 REINSPECTION FEE RE UI D. Prior to inspection, fee must be
paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection.
Receipt No.:
'Date:
Engineering o Consulting o Testing
June 10, 2009
Attn: Mr. Terry Proctor
Dyna -Tech Construction
1829 188 Ave NE
Arlington, WA 98223
Subject:
Dear Mr. Proctor:
Information
To Build On
Final Letter
Special Inspection and Testing
742 -90032
Cascade Yarn
1224 Andover Park East
Tukwila, Washington
NPermitiNCID.0:8 -1 49
qE r
JUN 10 200
Guivi;d,u■It )1
D eveLOPMENT
In accordance with your request and authorization, Professional Service Industries, Inc. (PSI) has
performed special testing and inspection services for the above referenced project. The special
inspections provided on this project were:
0 Load Test of Anchors Inspection
To the best of our knowledge, all work listed above that PSI was scheduled on -site to verify, has been
found to be in general accordance with the approved plans and specifications, approved changes from
the FOR and Chapter 17 of the 2006 International Building Code.
If you have any questions, or if we can be of further assistance, please do not hesitate to contact our
office at (253) 589 -1804.
Respectfully submitted,
Professional Service Industries, Inc.
.(. J. _
Angela J. Bonney
Project Manager
/ajb
9 1CC1Ctfl1Twkwil4
Professional Service Industries. Inc. • 10025 South Tacoma Way. #H1 • Tacoma, WA 98499 • Phone 253/589-1804 • Fax 253/589 -2136
ED AND NICK
ON SITE FOR LOAD TESTING OF ANCHORS INSTALLED IN THE NORTH ELEVATION. CONTACTED ALLAN TUCKER OF ENGINEERS NORTHWEST
FOR LOAD VALUE OF 20008. TESTED 2 ANCHOR OF 16 TOTAL - ONLY 4 ANCHORS PER STRONG BACK WERE ACCESSIBLE AT
MEZZANINE LEVEL - LOWER AREA WAS COVERED. 2 ANCHORS = 10% PER CONTRACTOR - 4 1/2" EMBEDMENT WITH 5/8 ALL - THREAD
UTILIZING HILTI HY 150 ADHESIVE.
BOTH TESTS UTILIZED AN ENER PACK RCH 121 12 TON RAM WITH A 1000 PSI GAUGE LOADED TO 680 PSI WHICH EQUALS 2000# T.
BOTH TESTS CONSIDERED RESTRAINED DUE TO STRONG BACK PLATES IN PLACE.
2 MAN CREW
CALIBRATION DATA ATTACHED.
4
TOTAL HOURS
4
EQUIPMENT IDENTIFICATION AND SIN #:
COPIES TO:
INSPECTOR: DATE:
:,::
ITEM : INS P CrT. U; :::::.: ::.::.';:;::;:.:.::
AP02O00:PLANS:ARE :
' :. :.: .. :', ,::::`.` ' • > <
::• :CONFORMIN :: X : ::::::.
CLIENT
ENGINEER
ARCHITECT
CONTRACTOR
BUILDING DEPT.
SUPPLIER
NICK JACKSON
ED SMITH May 19 2009
X
_
FIELD CONTACT: I I DATE:
. . : ...,..._..::
: NONCONFO ,0
ED AND NICK
2 MAN CREW
4
TOTAL HOURS
4
Information
To Build On
Etfraibloorie • Consideing • Mo
SEATTLE DIVISION
24113 50TH AVE W
MOUNTLAKE TERRACE, WA 98043
(425) 248 -2400 • FAX (425) 248-2401
6002 0 tint
TACOMA DIVISION
Cl3A ^ A 8499 WAY, SUITE H7
SO MA, WA
(253) 569 -1804 • FAX (253) 589 -2136
Dyna -Tech Construction
1829 188th Ave. NE
Arlington WA. 98223
PROJECT NO:
PERMR:NO.
MVN1 IP141;iTY ::
ENGIINfEii; >::: .
ARC.HkTECT .:'
CONTRACTOR
PROJECT:ADDRESS.::
742 -90032 DATE May 19 2009__ _ _
W.O
1224 Andover Park E. - Tukwila
RT
'TN* report is provided for the information of the client only. The reproduction of this report, by any method, one Its transmittal to a third party by any
means, except In full, without the lull permission of Professional Service I00usuies. Inc., Is prohibited'
'This certification attests to the accuracy of the results obtained from the actual lest performed and/or obseNations mode wllNn the defined scope or
the work. Certification shall not tie construed to represent an inspection, approval or acceptance of other associated work Or Warranty Of design or
worttabilay of the specification requirements •
Certified Report by
Professional Service Industries: EDWARD A. SMITH
TS - 98 -1
ZO'd 9S: 600Z S cant
'KTZ- 68S-SZ:XP
NAME
Date
FR 63755
❑ PORTLAND DIVISION
6032 NO. CUTTER CIR. SUITE 480
PORTLAND, OR 97217
(503) 289 -1778 • FAX (503) 289-1918
ON OFF
ST
OT
May 19, 2009
ISd
MILES
TO:
.
L
∎ v . L - , \ c.
FROM:
...tx.cv, 9 \
, cNr.S
SUBJECT;
r
DATE:
DATE:
—
�'
I
FAX #
(?o lo
I- k\
– 36 105
# OF PGS,
INCLUDING
COVER
2
Ji
r iaw
Information
ToBuild On
Engineering • Consulting • Testing
FAX
t0025 South Tacoma Way - Suite HI
Lakewood, Washington 98499
V (253) 589.1804
F (253) 589.2136
If You Have Questions Concerning This Transmittal Or Do Not Receive This Document In
Its Entirety
i0 'd 9S: 2I 600Z S unf
Please contact us at 253-5
CONFIDENTIALITY NOTICE
The documents accompanying this telecopy transmission contain information that is legally privileged.
The information is intended only for the use of the recipient named above only. If you have received this
telecopy in error, please notify us immediately by telephone to arrange for the return of the telecopy
document to us. You are hereby notified that any unauthorized disclosure; copying distribution or
reliance on the telecopy information is strictly prohibited.
92IZ- 68s— � SZ:XPJ
ISd
CLIENT :
ADDRESS
ON SITE FOR LOAD TESTING OF ANCHORS INSTALLED IN THE NORTH ELEVATION. CONTACTED ALLAN TUCKER OF ENGINEERS NORTHWEST
FOR LOAD VALUE OF 2000 #. TESTED 2 ANCHOR OF 16 TOTAL - ONLY 4 ANCHORS PER STRONG BACK WERE ACCESSIBLE AT
MEZZANINE LEVEL - LOWER AREA WAS COVERED. 2 ANCHORS = 10% PER CONTRACTOR - 4 1/2" EMBEDMENT WITH 5/8 ALL - THREAD
UTILIZING HILT! HY 150 ADHESIVE.
BOTH TESTS UTILIZED AN ENER PACK RCH 121 12 TON RAM WITH A 1000 PSI GAUGE LOADED TO 680 PSI WHICH EQUALS 2000# T.
BOTH TESTS CONSIDERED RESTRAINED DUE TO STRONG BACK PLATES IN PLACE.
W.O.
ArlinnVon, WA. 98223
CALIBRATION DATA ATTACHED.
ATTENTION
P,O.: NO:
PROJECT...:...:.
:.
.. •
ENGINEER::.
TOTAL HOURS
Mr. S octor
ARCHITECT
D08 -449
CONTRACTOR .::::: :::::
—
EQUIPMENT IDENTIFICATION AND SIN #:
COPIES TO:
INSPECTOR: DATE:
ITEMS:INSPECTED.TO:: : :
APPROVED PLANS ARE:
CLIENT
ENGINEER
ARCHITECT
CONTRACTOR
BUILDING DEPT.
SUPPLIER
NICK JACKSON
ED SMITH May 19, 2009
FIELD CONTACT: I DATE:
CONFORMING • . .
NONCONFORMING
CLIENT :
ADDRESS
Dyna -Tech Construction
PROJECT:NO :.:` ::.
742 -90032 DATE May 19, 2009
1829 188th Ave. NE
PERMIT.NO:... .:
W.O.
ArlinnVon, WA. 98223
MUNICIPALITY::
ATTENTION
P,O.: NO:
PROJECT...:...:.
:.
.. •
ENGINEER::.
TOTAL HOURS
Mr. S octor
ARCHITECT
D08 -449
CONTRACTOR .::::: :::::
—
Cascade.Y n
PROJECT ADDRESS::::
1224 Andover Park E. - Tukwila
ED AND NICK
2 MAN CREW
4
TOTAL HOURS
4
® Information
® _ To Build On
En • Canssaiting • Thenting
SEATTLE DIVISION
24113 56TH AVE W
MOUNTLAKE TERRACE, WA 98043
(425) 248 -2400' FAX (425) 248 -2401
17 , E!VED
f
M ISI
S 1 Q 0 n j ;' . SUITE HI
TAP MA WA 98499
,.,e
53) 589 -2136
'This report is provided for the information of the client only. The reproduction of this report, by any method. and as transmittal to a third party. by any
means. except in full, without the full permission of Professional Service industnes, Inc., is prohibited.'
This certification attests to the accuracy of the results obtained from the actual test performed and/or observations made within the defined scope of
:he work. Certification shall not be construed to represent an inspection approval or acceptance of other associated work or a warranty of design or
workability of the specification requirements'
Certified Report by
Professional Service Industries: EDWARD A. SMITH
TS-98-1
NAME
Date
FR 63755
PORTLAND DIVISION
6032 NO CUTTER CIR. SUITE 480
PORTLAND, OR 97217
(503) 289-1778 • FAX (503) 289 -1918
ON OFF
ST
OT
May 19, 2009
MILES
We get
buildings
built.
STRUCTURAL
ENGINEERS
Engineers Northwest Inc., P.S.
b
Cascade Yarn
Office Remodel
1224 -1226 Andover Park E
TUKWILA, WASHINGTON
ADDITIONAL OPENING
STRUCTURAL CALCULATIONS
September 2008
ENW JOB NO. 88134008
_ II .. L �D ^..�.eca. _ ...-.� v
RECEIVED
SEP 3 0 2008
PERMIT CENTEF
• •
•
•
C C OMPLIANCE
APPROVED
OCT 0 9 2009
City
ILO
6869 Woodlawn Avenue NE • Seattle, WA 98115
206.525.7560 • fax 206.522.6698
www.enwseattle.com
N DIVISION
ONA .
• ,. ^r^1
JOB #
8000067.000
FOR : - DESIGN of Square Tube Steel (HSS) Strong backs @ new wall openings, etc.
WALL STRONG BACK LOCATION:-
WALL
HSS. STRONGBACK
OPENING
Conn. must occur
between 1st. conn.
above top of door &
floor (60" o/c max.)
Input cells =
Property of Engineers Northwest, Inc., Seattle - Use by others unlawful
u
9.67 I 2.00 I 0.00
ft _
Trial Sq. HSS size =
I PROVIDED =
IRE= .=
S PROVIDED =
SREQ'D.=
ACTUAL DEFLECTION =
ALLOWABLE DEFL.(12H /150) =
ENGINEERS - NORTHWEST INC. P.S.
6869 WOODLAWN AVE. N.E. (SUITE 205)
SEATTLE, WA. 98115
w ft
z -
Existin • North Elevation w/ New Relite
HSS TOP = 16.33 ft.
,
.,
, .
W3 ft _
3 -
15X5X5/16
1
19 in.
18.05 in.
7.61 in .
3.06 in .
1.82 in.
1.92 in.
JOB NAME :- Cascade Yarn
y
Strongback
Pagel
ft_
h3—
h ft =
z
-hft -
h
Duration factor =
wind Toad =
seismic load =
lateral design load =
T =C=
T =C=
M ExIST =
M TUBE =
SHEET
ROOF ( Wall support ht. )
0.33
4.00
3.00
9.00
H
uPLF= 1 35
1.33
18.50
19.70
19.70
2979
2575
9695
10301
24.00
strength
psf
psf
psf
# (conn.just above door)
# (top connection)
( IN WALL HEIGHT "H" )
# -ft
2979 # @ WALL CONNS
1616 # @ TS BASE CONN.
WALL WITH HSS 5X5X5/16 STRONG BACK IS OK FOR LATERAL LOAD SHOWN
HSS 5X5X5/16 weighs 19.08 plf
OF
Rev. 6/25/04
loading
8/20/2008
STRBACK.XLS
J
Input =
Job number :
Job name : Cascade Yarn
Controls Wall
design
at high
roof
at low
roof
Controls Wall Parapet
only design
Non-Structural Wall
Element Force
( Non - Bearing -
Non-Shear Walls
Property of Engineers Northwest, Inc., Seattle - Use by others unlawful
08000067
Walls - ASCE 7 -05 Section 12.11.1 & 2 also Section 13.3, 4 & 5
In s ut
Wall weight , Ww =
Are the walls bearing or shear walls?
Ip =
ap =
Rp =
Top of wall elevation (parapet) =
Elevation of top of wall lateral support (max.) =
Elevation of top of wall lateral support (min.) =
IE
Sds =
Seismic Design Category (SDC) =
Is Diaphragm considered Flexible?
z/h =
ENGINEERS - NORTHWEST, INC.P.S.
6869 WOODLAWN AVE. N.E. (SUITE 205)
SEATTLE, WA. 98115
Fpu =
Fp =
Fp =
M design =
M design =
M design =
M design =
ASCE 7 -05 Section
Fpu =
Fpu =
Fpu =
Fpu =
Fp design =
Fp design =
M design =
M design =
Shaded cells
2.5
31
31
31
1
0.933
D
Y
1.0
Output
SHEET OF
psf
Walls are (Structural) Section 11.2
ASCE 7 -05 Section 13.1.3
Parapets braced to framing below its cg. ASCE Table 13.5 -1)
Parapets braced to framing below its cg. ASCE Table 13.5 -1)
ft. from " ASCE EQ." Sheet
ft.
ft.
Wall Anchorage & Parapets Section 13.3.1
Ww = wall weight (psf)
ASCE 7 -05 Section 1211.1 Concrete & Masonry Wall Lateral Loading - Out -of -plane force.
0.373 *Ww Main wall design (USD)
0/62 *Ww Main wall design (ASD @ 0.7 *E)
19.7 psf ASD
2366 ( #- ft. /ft.) (ASD) simple span (neglecting parapet)
2366 (#- ft. /ft.) (ASD) reduced for cantilevered parapet
2366 (#- ft./ft.) (ASD) simple span (neglecting parapet)
2366 (#- Rift.) (ASD) reduced for cantilevered parapet
13.3.1 Concrete & Masonry Parapets - Out-of -plane force.
1.120 *Ww (Eq. 13.3-1)
1.493 *Ww (Eq. 13.3 -2) maximum
0.280 *Ww (Eq. 13.3 -3) minimum
1.120 *Ww USD - Controls
0.784 *Ww Working (0.7*E factor )
58.8 psf (ASD @ 0.7*E
0 (ft-ft./ft.) (ASD @ 0.7*E) min. parapet @ 0 ft. high
0 (ft-ft./ft.) (ASD @ 0.7 *E ) max. parapet @ 0 ft. high
ASCE 7 -05 Sections 12.11.1, 12.11.2 & 13.3.1- Concrete & Masonry Wall Anchorage - Out -of -plane force.
Wall Fpu = 280 (plf) Minimum USD @ point of anchorage Controls
Anchorage Force Cs = 1.120 Wall anchorage
Tributary Weight = 1163 (plf) Max.@ point of anchorage
Fpu = Cs * Tributary Weight
Fpu = 1302 (plf) USD @ point of anchorage
Fp design = 912 (plf) (ASD @ 0.7 *E) at point of anchorage
ASEC 7 -05 Section 13.3.1 Non - Structural Wall Elements - Out -of -plane force.
ap /Rp = 0.4 Wall Element ASCE Table 13.6 -1
Fpu = 0.448 *Ww (Eq. 13.3 -1)
Fpu = 1.493 *Ww (Eq. 13.3 -2) maximum
Fpu = 0.280 *Ww (Eq. 13.33) minimum
Fpu = 0.448 *Ww USD - Controls
Fp design = 0.314 *Ww (ASD @ 0.7*E)
Wall Anchorage - NOTE:- 1.) For wall anchors that are not embedded 8 diameters minimum
multiply the above wall anchorage factor by 2.0 for the anchor loa
2.) For design of steel elements of the wall anchorage system
multiply the above anchorage loads by a factor of 1.4. Sec.12.11.2
3.) For design of wood elements of the wall anchorage system the
minimum net thickness of these wood elements must be 2 -1/2 ".
5/21/07
Controls Wall
design
Controls Parapet
only design
Controls
Com . • vent
Seismic
8/20/2008
Walls Copy of ASCE7- 05Seismic.xls
HEIGHT OF PARAPET, hp =
WIND VELOCITY, v =
SITE EXPOSURE _
IMPORTANCE FACTOR, I =
TOPOGRAPHIC FACTOR, Kzt =
DIRECTIONALITY FACTOR, Kd =
VELOCITY PRESSURE COEFF. Kz =
Roof Design height for (qh) =
Parapet Design height for (qh) =
ENGINEERS - NORTHWEST, INC.P.S. SHEET OF
6869 WOODLAWN AVE.N.E. (SUITE 205) 5/25/07
SEATTLE, WA. 98115
PROJECT NUMBER: 08000067
PROJECT NAME: Cascade Yarn
LOCATION: Tukwila, WA
Property of Engineers Northwest, Inc., Seattle - Use by others unlawful
Wind on Component & Cladding (Walls & Parapets) - ASCE 7 -05 Section 6.5.12.4.4
INPUT from Sheet 1
qp =
qp =
INPUT from Sheet 2
Effective Wall Wind Area "A" =
OUTPUT
11.12 psf
11.12 psf
= Positive pressure from Wall Figure 6 -11A to the front of the parapet
= Negative pressure from Roof Figure 6 -11 B to D to the back of the parapet
= Negative pressure from Wall Figure 6-11 A to the front of the parapet
FIg 6 -11A
Positive Wall
Pressure
Zones 4 & 5
Front
Wall Design @ 272 sq.ft. trib. (Inward) = 9.47 psf
Wall Design 272 sq.ft. trib. (Outward) = -10.47 psf
Wall Design @ 272 sq.ft. trib. (Outward at Corners) = -10.94 psf
At top of parapet
At top of parapet for Zones 4 & 5
At roof height for Zones 2 & 3
Parapet Load Case A
Section 6.5.12.4.4
p = qp ( GCP -0Cpi) (Eq. 6 *
' GCpi is not included as the parapet is assumed
to be nonporus
FIg. 6 -11 B to D Fig 6 -11A
Negative Roof Negative Wall
Pressure Pressure
Zone 2 or 3 Zone 4 or 5
Back Front
Location Gcp Gcpi * p
Positive: Zones 4 & 5 per Fig 6-11 A Parapet 0.6721 0.00 7.47 psf
Negative : Zone 5 per Fig 6-11A Parapet -0.8042 0.00 -8.94 psf
Negative : Zone 4 per Fig 6-11A Parapet -0.7621 0.00 -8.47 psf
Negative : Zone 3 per Fig 6 -11 B,C or D Roof comers -0.9900 0.00 -11.01 psf
Negative : Zone 2 per Fig 6-11 B,C or D Roof - 0.9900 0.00 -11.01 psf
Components & Cladding
p design
Parapet Load Case A
Total wind pressure at corners = 18.48 psf
Total wind pressure not at corners = 18.48 psf
Parapet Load Case B Use for Parapet Design
Total wind pressure at corners = 16.41 psf
Total wind pressure not at corners = 15.95 psf
Use for Wall Design
Parapet Load Case B
Section 6.5.12.4.4
Not
At corners At corners
GCp GCp
0.6721 0.6721
- 0.9900 -0.9900
- 0.8042 -0.7621
FIg 6 -11A
Positive Wall
Pressure
Zones 4 & 5
Back
8/20/2008
Copy of ASCE7- 05WindMeth2.xls
02 -02 -2009
VICKI SOMPPI
22002 64 AVE W STE 2C
MOUNTLAKE TERRACE WA 98043
RE: Permit Application No. D08 -449
1224 ANDOVER PK E TUKW
Dear Permit Applicant:
In reviewing our current permit application files, it appears that your permit application applied for on 09/30/2008 , has not been
issued by the City of Tukwila Permit Center. Per the International Building Code and/or the International Mechanical Code, every
permit application not issued within 180 days from the date of application shall expire by limitation and become null and void. Your
permit application expires on 03/29/2009 .
If you choose to pursue your project, a written request for extension of your application addressed to the Building Official,
demonstrating justifiable cause, will need to be received at the Permit Center prior to your expiration date of 03/29/2009. If it is
determined that an extension is granted, your application will be extended for an additional 90 days from the expiration date.
In the event we do not receive your written request for extension, your permit application will become null and void and your project
will require a new permit application, plans and specifications, and associated fees.
Thank you for your cooperation in this matter.
Sincerely,
xc:
fer Marshall
t Technician
Permit File No. D08 -449
•
Cizy of Tukwila
•
Jim Haggerton, Mayor
Department of Community Development Jack Pace, Director
6300 Southcenter .Boulevard, Suite #100 0 Tukwila, Washington 98188 • Phone: 206- 431 -3670 0 Fax: 206- 431 -3665
iERIN9T COORD COPY •
PLAN REVIEW /ROUTING SLIP
ACTIVITY NUMBER: D08 -449
PROJECT NAME: CASCADE YARNS
SITE ADDRESS: 1224 ANDOVER PK E
X Original Plan Submittal
Response to Correction Letter #
Response to Incomplete Letter #
Revision #
DATE: 09 -30 -08
After Permit Issued
DEPARTMENTS:
B visi
P blic Works i r: Structural
� 1-Y '`'�4 , Ib -2-o,
DETERMINATION OF COMPLETENESS: (Tues., Thurs.)
Complete
Documents/routing slip.doc
2 -28 -02
Fire ' Preventio � b' 'Zr
Incomplete
REVIEWER'S INITIALS:
TUESITHURSROUTING:
Please Route v Structural Review Required
n
DATE:
DATE:
Planning Division
Permit Coordinator
DUE DATE: 10-02-08
Not Applicable
Comments:
Permit Center Use Only
INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED:
Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials:
No further Review Required
DUE DATE: 10-30-08
APPROVALS OR CORRECTIONS:
Approved ❑ Approved with Conditions a Not Approved (attach comments)
Notation:
REVIEWER'S INITIALS:
1_
Permit Center Use
CORRECTION LETTER MAILED:
Departments issued corrections:
Bldg ❑ Fire ❑ Ping ❑ PW ❑
Staff Initials:
Bond
Bond
Company
Name
Bond
Account
Number
Effective
Date
Expiration
Date
Cancel
Date
Impaired
Date
Bond
Amount
Received
Date
4
WESTERN
SURETY CO
24345409
02/11 /2002
Until
Cancelled
$12,000.00
01/18/2002
3
WESTERN
SURETY CO
24345409
02/11/2001
02/11/2002
$6,000.00
12/18/2000
2
DEVELOPERS
INS CO
178240C
02/11/1995
Until
Cancelled
03/18/2001
$6,000.00
02/16/2001
1
CBIC
632371
02/11/199202/11 /1995
$6,000.00
Insurance
Company
Name
Policy Number
Effective
Date
Expiration
Date
Cancel
Date
Impaired
Date
Amount
Received
Date
21
JAMES
RIVER INS
00024838
06/18/200806/18
/2009
$1,000,000.00
06/17/2008
Untitled Page
General /Specialty Contractor
A business registered as a construction contractor with Led to perform construction work
within the scope of its specialty. A General or Specialty construction Contractor must
maintain a surety bond or assignment of account and carry general liability insurance.
Business and Licensing Information
Name
Phone
Address
Suite /Apt.
City
State
Zip
County
Business Type
Parent
Company
DYNA TECH CONSTRUCTION UBI No.
CORP
3606527375 Status
1829 188TH N E License No.
License Type
ARLINGTON
WA
98223
SNOHOMISH
Corporation
Effective Date
Expiration Date
Suspend Date
Previous
License
Next License
Associated
License
Specialty 1
Specialty 2
601369875
ACTIVE
DYNATCC088CR
CONSTRUCTION
CONTRACTOR
2/19/1992
6/18/2010
GENERAL
UNUSED
Business Owner Information
Name
PROCTOR, HAROLD L
Role
Effective Date
01/01/1980
Expiration Date
Bond Information
Insurance Information
•
•
Page 1 of 3
https: // fortress .wa.gov /lni/bbip/Detail. aspx ?License= DYNATCC088CR
02/12/2009
CASCADE Y EXTERIOR RELJTE
R4
,,, - .0y r
ENG'D: A.TUCKER
DWN: D.G.
JOB NO: 08000067
PARTIAL PLAN
/ � ,
� k
DATE: 08 -20 -08
SHEET: S1
SKI
NORTHWEST, INC.
ENGINEERS NORT ,
6869 WOODLAWN AVE. N.E.
SEATTLE, WASHINGTON 98115
'�b��°ii 1
g10NAL %
gl /OP
EXISTING 6" TILT UP
CONC. PANEL
r r e
F COPY
9' -8" R.O.
NEW OPNG
3' -6"
PARTIAL PLAN Q
tO8 '*(9
— I
rttdIt � PLIAN
CODE COMPLIANCE
O ®!IE®
APPR
OCI 0 9 008
ity Of Tu ila
B ILDIN DIVISION
RECEIVED
SEP 3 0 2008
PERMIT CENTEI-
t
CASCADE YARN EXTERIOR REM
- . . , .
..
# Aso � �
A
*
Ibcl 1
oxeL
ENG'D:
A.TUCKER
DWN:
D.G.
JOB
08000067
SECTION A -1
'—
DATE:
08 -20 -08
SHEET:
S
Si
ENGINEERS NORTHWEST, INC.
SEATT E, WASHINGTON 98115
Li
co
E
00 v
1
rn
0
O
I
i
rn
0
0
N
co
0
0
0
0
co
I
(0
Y
0
0)
c
2
r
N
N
}
0
v
ce
W "
0
m °
0
0
0
IX
W4 Do
Zo
Est4 CLAP Ft EA. H. - S.
. WELD ALL
UND)
44 [15'-al
H.S.S. CO
5x5x
EA. SIDE
OPNG.
EQ. EQ.
9' -8" MAX.
R.O.
SECTION
SYMM.
lialL OR TO
H.S.S. F ICATION
COMB. VERIFY
THE H.S . & CORNS.
WILL MI ROOF
FRAMIN MEMBERS &
CONNS.
[16' -01
DETAIL a2
SIM. ABOVE
DOOR
EXIST. CONCRETE
WALLS
DETAIL
a2
DETAIL
a2
DETAIL
(VIEWED FROM INSIDE) i " }� e 1.-0" MIN. INT0"0 HOLES FILLED
i USE HIT —150 ADHESIVE. PLACE ALL—THREAD 90 TO FACE OF WALL w /HILTI
2.) DO liar SUBSTITUTE OTHER ADHESIVES FOR THE HILTI HIT HY -150 WITHOUT
PRIOR WRC17EPI AUTHORIZATION FROM E.N.W.
3. HOLD H.S.S. " MAX. FROM WALL.
4. ANCHOR H THRU ANGLE TO BE 1 ' x 1 }�' HORIZ. SLOT CTR'D ON THE 4- DIM.
5. ANCHORS TO BE PLACED • 90' TO WALL
6. PROVIDE SPECIAL INSPECTION FOR ADHESIVE ANCHORS PER I.C.B.O. REPORT ER5193.
7. NO VERTICAL PANEL JOINTS ARE TO OCCUR WITHIN 24" OF Mai DOOR (ROUGH) OPENING.
I. PER DTL a2
PER SECT.
A -1
L's4x4x
x 0' -4' DE
H.S.S. w "0 ANCHORS
SEE "NO #4' BELOW
ELEV. A -1 TTYYPP
i" x S.S. WIDTH + 1" re.
w 2— "0 ALL— THREAD
B ti" MIN. INTO
"0 HO FILLED w/HIT
—150 ADHESIVE. INSTALL
& PROVIDE SPECIAL.
INSPECTION PER I.C.B.O.
ER5193
MAX. R.O. PER 9"
SECT A -1 MIN.
MAX. R.O. PER
SECT A -1
w
DETAIL a
H.S.S. EA. SIDE OF
OPNG. SEE SECT.
A -1 FOR SIZE
PAIR SECT.
DETAIL a2
JIM NO R.O.
0 a2 SIM.
DETAIL a3
TOP, BOT.
& NEAR SIDE
TYP. • ALL
ANGLES
1�!! ltvtvlOCE
CODE 0C1 o
Cit11 e
8 I`p
RECEIVEr
SEP 3 0 2008
PERMIT CENTEI
GENERAL NOTES
ABBREVIATIONS
PROJECT DATA
DRAWING INDEX
I. ALL. CONSTRUCTION SHALL COMPLY WITH THE CURRENT REGULATORY GODES FOR THE STATE
OF WASHINGTON AND THE LOCAL JURISDICTIONS. SEE PROJECT DATA SECTION FOR CURRENT
APPLICABLE CODES.
2. CONTRACTOR 15 TO VERIFY ALL EXISTING CONDITIONS, DIMENSIONS, DETAILS, ETC., AND
NOTIFY THE DESIGNER OF ANY AND ALL. DISCREPANCIES PRIOR TO PROCEEDING WITH THE
WORK.
3. CONTRACTOR SHALL VERIFY ALL. "BUILDING STANDARDS" WITH BUILDING LANDLORD PRIOR
TO BEGINNING ANY WORK. HOW EVER, THERE SHALL BE NO DEVIATIONS WHATSOEVER FROM
THE CONTRACT DOCUMENTS WITHOUT THE DESIGNER'S WRITTEN APPROVAL THEREOF. THE
CONTRACTOR AGREES TO DEFEND, INDEMNIFY AND HOLD THE DESIGNER HARMLESS FROM
ANY CLAIMS ARISING AS A RESULT OF UNAPPROVED CHANGES.
4. ALL DEBRIS SHALL BE REMOVED FROM THE PREMISES AND ALL AREAS SHALL BE LEFT IN
A GLEAN (BROOM) CONDITION AT ALL TIMES.
5. APPROVED PLANS SHALL BE KEPT IN A PLAN BOX AND SHALL NOT BE USED BY ANY
WORKMEN. ALL CONSTRUCTION SETS SHALL REFLECT THE SAME INFORMATION AS WELL AS
ALL REVISIONS, ADDENDA AND CHANGE ORDERS. THE CONTRACTOR SHALL ALSO
MAINTAIN IN GOOD CONDITION, ONE COMPLETE SET OF PLANS WITH ALL REVISIONS,
ADDENDA AND CHANGE ORDERS ON THE PREMISES AT ALL TIMES WHICH ARE TO BE UNDER
THE CARE OF THE JOB SUPERINTENDENT.
6. ALL OPERATIONS CONDUCED ON THE PREMISES SHALL NOT BE OBJECTIONABLE BEYOND
THE PROPERTY BOUNDARY LINES BY REASON OF NOISE, STEAM, ODOR, FUMES, GASES,
SMOKE, VIBRATION, HAZARD OF OTHER CAUSES. IN ADDITION, THE CONTRACTOR SHALL
MINIMIZE DISRUPTIONS OF ADJACENT TENANTS DUE TO NOISE, ODOR, CORRIDOR FUMES OR
VIBRATION. ALL COMMON LOBBY AND CORRIDOR SPACE SHALL BE KEPT CLEAR OF DUST,
DEBRIS AND CONSTRUCTION MATERIALS AT ALL TIMES.
1. ALL WORK SHALL BE APPLIED IN ACCORDANCE WITH THE MANUFACTURER'S LATEST
RECOMMENDATIONS OR WRITTEN DIRECTIONS.
8. ALL DIMENSIONS ARE TO FACE OF GYPSUM W E
ALL BOARD UNLESS OTHERWISE NOTED.
a. WHERE CONSTRUCTION DETAILS ARE NOT SHOWN OR NOTED FOR ANY PART OF THE WORK,
THE DETAILS SHALL BE THE SAME AS FOR OTHER SIMILAR WORK IN THE SAME BUILDING.
10. WHERE DEVICES OR ITEMS OR PARTS THEREOF ARE REFERRED TO IN SINGULAR, IT IS
INTENDED THAT SUCH SHALL APPLY TO AS MANY SUCH DEVICES, ITEMS OR PARTS AS ARE
REQUIRED TO PROPERLY COMPLETE THE WORK.
II. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO LOCATE ALL. EXISTING UTILITIES
WHETHER SHOWN HEREON OR NOT AND TO PROTECT THEM FROM DAMAGE. THE .CONTRACTOR
SHALL BEAR ALL EXPENSE OF REPAIR OR REPLACEMENT OF UTILITIES OR OTHER
PROPERTY DAMAGED BY OPERATIONS IN CONJUNCTION WITH THE EXECUTION OF HIS
WORK.
12. THE CONTRACTOR WILL VERIFY AND CONFORM TO ALL REQUIREMENTS OF ALL UTILITY
COMPANIES UNLESS OTHERWISE NOTED IN THE PLANS AND SPECIFICATIONS.
13. THE CONTRACTOR SHALL TAKE ALL NECESSARY PRECAUTIONS TO ENSURE THE SAFETY OF
THE OCCUPANTS AND - WORKERS AT ALL TIMES.
14. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE COMPLETE SECURITY OF THE BUILDING
AND SITE WHILE JOB 15 IN PROGRESS AND UNTIL THE JOB IS COMPLETED.
15. ALL AFTER SHALL BE GUARANTEED FOR A PERIOD OF ONE (I) YEAR AFR COMPLETION,
UNLESS OTHERWISE SPECIFIED AND SHALL BE 50 STA I tli IN CONTRACTOR'S W E
RITN
PROPOSAL AND AGREEMENT. ALL REPAIRS, CORRECTIONS AND DISCREPANCIES ETC.,
MUST BE MADE WITHOUT ANY ADDITIONAL COST TO THE OWNER, AND WITHIN FIVE (5) DAYS
AFTER NOTICE IS GIVEN.
16. LATHING, PLASTER AND GYPSUM WALL BOARD SYSTEMS SHALL CONFORM TO THE CHAPTER
25 OF THE 2003 I .B.G.
17. ALL EXPOSED GYPSUM BOARD TO HAVE METAL EDGES AT ALL CORNERS AND WALL
INTERSECTIONS.
I. ALL GLASS AND GLAZING. SHALL COMPLY WITH THE 2003 I.B.G.. AND THE
U.S. PRODUCT SAFETY COMMISSIONS: SAFETY STANDARD FOR ARCHITECTURAL GLAZING
MATERIALS. •
Ict. ALL REQUIRED FIRE DOORS SHALL BEAR A LABEL FROM A RECOGNIZED AGENCY SHOWING
THE SPECIFIC RATING.
20. EXIT SIGNS AND ILLUMINATION SHALL CONFORM TO THE 2003 I.B.G. CHAPTER 10 AND LOCAL
FIRE MARSHAL REQUIREMENTS.
21. EXIT DOORS SHALL BE OPENABLE FROM THE INSIDE WITHOUT THE USE OF A KEY OR ANY
SPECIAL KNOWLEDGE OR EFFORT.
22. FIRE EXTINGUISHERS: VERIFY REQUIREMENTS AND LOCATI WITH THE FIRE MARSHAL.
CONTRACTOR TO SUPPLY FIRE EXTINGUISHERS AND CABINETS AS REQUIRED.
23. ELECTRICAL ROUGH -IN AND REFLECTED CEILING PLAN ARE FOR THE GENERAL INFORMATION
OF THE CONTRACTOR. EXACT LOCATIONS SHOULD BE VERIFIED.
24. FLAMMABLE LIQUIDS SHALL NOT BE PLACED, STORED OR DISPENSED IN THIS OCCUPANCY
PERMI MAY BE REQU RN N'F.P.A. STANDARD 30 AND THE CURRENT UNIFORM FIRE GODS.
25 INCLUDING CHRISTMAS TREES THAT WO� D END TO INCREASE REA E HE AND PANIC HAZARD
SHALL BE MADE FROM NONFLAMMABLE MATERIAL, OR SHALL BE TREATED AND MAINTAINED
IN A FIRE RETARDANT SOLUTION OR PROCESS APPROVED BY THE COUNTY FIRE MARSHAL. PROVIDE A CERTIFICATION TO THIS EFFECT.
A. EXIT DOORS, EXIT LIGHTS AND FIRE EXTINGUISHER LOCATIONS SHALL NOT BE
CONGEALED OR OBSTRUCTED BY ANY DECORATIVE MATERIAL.
B. MINIMUM FLAME SPREAD CLASSIFICATION OF INTERIOR FINISHES SHALL BE PER
THE 2003 I .B.G.
26. ALL LAY -IN ACOUSTICAL CEILING GRIDS SHALL BE INSTALLED AND SECURED PER THE
2003 I .B.G. STANDARDS FOR EARTHQUAKE ZONE D, ASME 0635, 0636.
21 PROVIDE OR MODIFY AS NEEDED SPRINKLER, ALARM AND SMOKE DETECTION SYSTEM PER
APPLICABLE CODES, INCLUDING IF NECESSARY FIRE HORNS, STROBE LIGHTS, CONTROL
PANEL CONNECTIONS, SMOKE DETECTORS, AUDIO VISUAL ALARMS. SUBMIT SHOP DRAWINGS
TO THE FIRE MARSHAL FOR APPROVAL.
s
28. TENANT TO PROVIDE AND INSTALL THE TELEPHONE AND DATA COMMUNICATION CABLING.
CONTRACTOR TO COORDINATE SCHEDULING AND OTHER REQUIREMENTS WITH TENANT.
2Q. MEGHANIGAL SYSTEM: CONTRACTOR SHALL VERIFY AND PROVIDE A COMPLETE HVAG
SYSTEM WHIGH CONFORMS TO THE OWNER'S HVAG SPECIFICATIONS. CONTRACTOR SHALL BE
RESPONSIBLE FOR ALL ROOF PENETRATIONS AND PATCHING, ANY SCREENING OF
ROOF - MOUNTED MEGHANIGAL UNIT REQUIRED BY GOVERNING JURISDICTION.
30. PROVIDE OR MODIFY AS NEEDED EMERGENCY LIGHTING.
31. ALL ITEMS MARKED *N.I .G.* ARE NOT PART OF THIS CONTRACT.
32. ABBREVIATIONS THROUGHOUT THE PLANS ARE ABBREVIATIONS WHICH ARE IN COMMON USE.
THE LIST OF ABBREVIATIONS PROVIDED 15 NOT INTENDED TO BE COMPLETE OR
REPRESENTATIVE OF CONDITIONS OR MATERIALS ACTUALLY USED ON THE PROJECT. THE
DESIGNER WILL DEFINE THE INTENT OF ANY IN QUESTION.
33. DO NOT SCALE DRAWINGS. IF A DIMENSION DISGREPENGY IS NOTED, CONTACT DESIGNER.
34. IF BUILDING STANDARDS HAVE NOT BEEN ESTABLISHED OR HAVE BEEN ESTABLISHED OR
HAVE BEEN CHANGED FOR DOORS, RECITES, HARDWARE , DOOR AND RECITE FRAMES OR
OTHER STANDARD DETAILS, THEN CONTRACTOR MUST VERIFY WITH DESIGNER AND OWNER
PRIOR TO CONSTRUCTION.
35. ALL ACCESSIBILITY SIGNAGE SHALL COMPLY WITH REQUIREMENTS FOR IGG /ANSI A111.1 -2003
SECTION 703 - SIGNS FOR VISUAL CHARACTERS, TACTILE CHARACTERS, BRAILLE,
PICTOGRAMS, AND SYMBOLS. THESE SHALL BE PROVIDED FOR ROOM IDENTIFICATIONS, WAY -
FINDING AND EXITING
ACCOUS. ACOUSTIC /ACOUSTICAL LAM. LAMINATED /LAMINATE
ACT. ACOUSTICAL TILE LAV. LAVATORY
ADJ. ADJUST /ADJUSTABLE L. LENGTH
A.F.F. ABOVE FINISHED FLOOR LTG. LIGHTING
APPROX. APPROXIMATELY LT. LIGHT
ARCH. ARCHITECTURAL LG. /L. LONG
BLK. BLOCK /BLOCKING MAT MATERIAL
T.
BD. BOARD
BLDGJBLD. BUILDING MAX. MAXIMUM
B/5 BUILDING STANDARD MFG. MANUFACTURER
MECH. MEGHANIGAL
GAB. CABINET MED. MEDIUM
CLG. /GLDG. CEILING MIN. MINIMUM
GL OR G CENTER LINE MIN. MINIMUM
GLKG. CAULKING M15G. MISCELLANEOUS
COL. COLUMN MTD. MOUNTED
CONT. CONTINUOUS MTL. METAL
GONG. CONCRETE MW. MICROWAVE
CONST. CONSTRUCTION
CONTR. CONTRACTOR N. NORTH
CPT. CARPET N.I.G. NOT IN CONTRACT
G.W. GOLD WATER N.T.S. NOT TO SCALE
NO. NUMBER
D. DEEP
DEPT. DEPARTMENT OFF. OFFICE
DET. DETAIL O.G. ON CENTER
DIAL. DIAGONAL O.F. OWNER FURNISHED
DIA. DIAMETER o.F.G.I. CONTRACTOR INSTALLED
DIM. DIMENSION O.F.O.I. OWNER FURNISHED
DBL. DOUBLE 'OWNER INSTALLED
DWG. DRAWING
D.F. DRINKING FOUNTAIN PNL. :PANEL (INW
DIFF. DIFUSSER PT. PAINT (EP)
D.N. - DOWN PART. PARTITION
P.P.L. POLISHED PLATE GLASS
E. EAST PL. PLATE
EA. EACH P. LAM. PLASTIC LAMINATE
ELEV. ELEVATION (BLDG.)/ PLY. PLYWOOD
ELEC. ELECTRICAL
EMER. EMERGENCY Q.T. QUARRY TILE
QTY. QUANTITY
EXT. EXTERIOR
EQ. EQUAL R.B. RUBBER BASE
EQPT. EQUIPMENT
EXIST. EXISTING R. RISER RANGE
RAP. RADIUS
REF. REFERENCE
F.1.0 FURNISHED 4 READ. REQUIRED
INSTALLED BY OTHER REV. REVISED /REVISION
F.A. FIRE ALARM R.O. ROUGH OPENING
F.E. FIRE EXTINGUISHER RM. ROOM
F.E.C. FIRE EXTINGUISHER CABINET
FIN. FINISH 5. STAIR
FIXT. FIXTURE SECT. SECTION
F.D. FLOOR DRAIN SHT. SHEET
FLR. FLOOR SIM. SIMILAR
F.O.1.G. FURNISHED BY OTHER SPEC. SPECIFICATIONS/
INSTALLED BY SPECIFIED
CONTRACTOR 5. SOUTH
FT. FOOT OR FEET STL. STEEL
55T. STAINLESS "STEEL
GA. GAUGE STD. STANDARD
GALV. GALVANIZED STOR. STORAGE
GL. GLASS /GLAZING /GLAZED STRUG. STRUCTURAL
G.W.B. GYPSUM WALL BOARD SUSP. SUSPEND /SUSPENDED
GYP. GYPSUM 5W. SWITCH
H. HIGH
HCP. HANDGAP TEL TELEPHONE
HD.WD. HARD W OOD TEMP. T
HD. HEAVY DUTY TYP. TYPICAL
' HM.- - HOLLOW METAL
HT. y HEIGI ONTAL "" U'L' LABORATORY
. U.P.G. UNIVERSAL PLUMBING
HVAG. HEATING, VENTALATING CODE
AIR CONDITIONING
H.W. HOT WATER VOL. VOLUME
VAR. VARIABLE/VARIES
.B.G. NTERNATIONAL BUILDING Y.G.T. VINYL COMPOSITION TILE
CODE VERT. VERTICALNERTIGALLY
NW. NGANDESGENT V.P. VENEER PLASTIC
NGL. NGLUDE
NFO. NFORMATION W.B. WOOD BASE
NSUL. NSULATE (D)(ING) W:G. WALL COVERING
NTR. NTERIOR WD. WOOD
INN WEIGHT
JAN. JANITOR yI DE
J B JOINT JUNCTION VITH CATER HEATER
WEIGHT
PROJECT ADDRESS: 1224 ANDOVER PARK EAST
TUKWILA, WA
GOVERNING CODE: 2006 I.B.G.
(STATE OF WASHINGTON AMENDMENTS)
U5E ZONE: -
OCCUPANCY: 5/S -2
CONSTRUCTION TYPE: 3 -5 - (FULLY- SPRINKLERED)
ENERGY CODE: 2003 WASHINGTON STATE ENERGY
GORE (W/ SEATTLE AMENDMENTS
FOR C ITY OF SEATTLE)
ACCESS GORE: I GG /ANSI A117.1 -2003
PLUMBING CODE: 2006 U.P.G.
CONTRACTOR: TO BE DETERMINED PRIOR
TO PERMIT ISSUANCE
MEGHANIGAL: BIDDER DESIGN
(UNDER SEPARATE PERMIT)
ELECTRICAL: BIDDER DESIGN
(UNDER SEPARATE PERMIT)
SPRINKLER SYSTEM: BIDDER DESIGN
(UNDER SEPARATE PERMIT)
. SITE AREA: 44,253 SF - 1.02 ACRES
NORTH OFFICE AREA - EXISTING: 1,510 5F (SUITE 1222)
SOUTH OFFICE AREA- REMODEL: 2,660 5F (SUITE 1224)
WAREHOUSE AREA- EXISTING: 20,0'13 5F
TI COVER SHEET
AI.O BUILDING PLAN AND WINDOW LOCATION PLAN
WITH ENGINEER'S PACKAGE /CALCULATIONS
•-
LEGAL DESCRIPTION /PARCEL MAP
TAX PARCEL NUMBER: 3523044011 ft
LEGAL DESCRIPTION:
t 13023040 ;Di
PORTION OF GL.I OF SECTION 35 -23 -05 OAF- BEGINNING 36'231•t9.09a
AT THE NORTHEAST CORNER OF THE SD SECTION 35
THEN NORTH 87 -44 -08 WEST ALONG THE NORTH LINE OF € 35230190/6
S17 SECTION 44'1.48 FEET THEN SOUTH OI -51 -3a WEST
512.21 FEET THEN SOUTH 88 -OS -21 EAST 30 F EET TO
THE POINT OF BEGINNING THEN CONTINUE SOUTH
88 -OS -21 EAST 253 FEET THEN SOUTH OI -51 -3a WEST 3523049 7
112.83 FEET THEN NORTH 88 -OS -21 WEST 253 FEET THEN
NORTH 0I-3q-3q EAST 172.83 FEET TO THE PROINT OF
BEGINNING. f"
a = ja�� s,,13u
Tukwila 3023049074
3,2ao,t5�tJr
/
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eso
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NEW WINDOW LOCATION
6xlBnNb orrice)
_ _
TE PERIIIIT
R EQUI R E D FO
SEPARA Mechanical
( Electrical
LeiPlumbing
t.J Gas Piping
City of Tukwila
BUILDING DIVISION
NO NO CHA GHAN6E5
oo• OCC.
1610/100. w
=
2660 5F (OFFICE TI)
CONTRACT T1+19 -
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1b0 8 . LI 4 1
SHEET NO.
REGISTRATION
8694
PROJECT NAME
DESIGN TEAM
PROJECT NO.:
08.132
PRINCIPAL:
VS
DRAWN BY:
EC
CHECKED BY:
CK
PROJECT CONSULTANTS
CON
planning interiors architecture
DESIG
22002 - 64th Avenue W., Suite 2C
Mountlake Terrace, WA 98043
T: 425 - 670 -6706 F: 425 - 774 -8219
SHEET TITLE
COVER SHEET
DAVNA
STATE OF WASHNGTON
EXF': •03 =03=09
CASCADE YARNS
EXTERIOR WINDOWS
ANDOVER PARK EAST
TENANT IMPROVEMENT
SUITE 122
1224 ANDOVER PARK EAST
TUKWILA, WASHINGTON
ISSUED /REVISIONS
9 -30 -08 ISSUED FOR PERMIT
RECENT
SEP 3 0 2006
PERMIT CENT&
T1.0
RELITE LOCATION IN OFFICE
NTS
RELITE LOCATION IN NO. WALL
NTS
RELITE LOCATION IN NO. WALL
NTS
EXISTING WINDOW
LOCATIONS FOR
REFERENCE
B/S STOREFRONTS
NTS
NEW LOCATION FOR STOREFRONT
WINDOWS
EXISTING STOREFRONT TO
MATCH W/ CURRENT CODE
COMPLIANT STOREFRONT
DEMOLITION NOTES
SCALE :I /8 " =1' -m"
WHERE DEMOLITION OCCURS, ALL REMAINING WALLS ARE TO BE PATCHED, SANDED SMOOTH AND
PREPARED FOR FINISHING AS REQUIRED. REMOVE EXISTING FLOOR FINISHES. PATCH AND PREPARE
FLOORS AS REQUIRED FOR SMOOTH, LEVEL FINISH.
ALL EXISTING WALL FINISHES TO BE REMOVED. WALLS ARE TO BE PATCHED, SANDED SMOOTH AND
PREPARED FOR NEW FINISHES AS REQUIRED.
WHERE NEW PARTITION MEETS EXISTING FURRED COLUMN OR GORE WALL, REMOVE CORNER BEAD, ALIGN,
TAPE AND SPACKLE NEW PARTITION TO EXISTING GYPSUM BOARD.
ALL CONSTRUCTION TO REMAIN AND AFFECTED BY DEMOLITION SHALL BE PATCHED AND SPAGKLED AND
BE PROPERLY MEMBERED AND ALIGNED 50 AS TO LEAVE NO EVIDENCE OF PATCHING OR REPAIRS.
EXISTING ELECTRICAL AND TELEPHONE OUTLETS LOCATED ON DEMOLISHED WALLS ARE TO BE REMOVED
INCLUDING CONDUIT AND WIRING BACK TO JUNCTION BOX. LOCATIONS ARE TO BE PATCHED AND
REPAIRED TO BE FLUSH WITH. ADJACENT WALL SURFACE.
ALL EXISTING CONSTRUCTION WHERE INDICATED INCLUDING ELECTRICAL, TELEPHONE, PLUMBING AND
MECHANICAL DEVICES NOT OTHERWISE INDICATED ON THESE CONSTRUCTION DRAWINGS SHALL BE
REMOVED IN A CAREFUL MANNER SO AS NOT TO DAMAGE ADJOINING CONSTRUCTION.
PARTITION NOTES
CONTRACTOR TO VERIFY ALL DIMENSIONS. ALL DISCREPANCIES MUST BE BROUGHT TO THE IMMEDIATE
ATTENTION OF THE ARCHITECT FOR DIRECTION.
ALL PARTITIONS, UNLESS OTHERWISE NOTED, SHALL BE CONSTRUCTED WITH METAL STUDS AT 24" O.G. WITH
5 /S" TYPE 'X' GYPSUM WALLBOARD EACH 510E.
THERE SHALL BE NO EXPOSED PIPE, CONDUIT, DUCTS, VENTS, ETC. ALL SUCH LINES SHALL BE CONGEALED
OR FURRED AND FINISHED, UNLESS OTHERWISE NOTED AS EXPOSED CONSTRUCTION ON DRAWINGS.
OFFSET STUDS, WHERE REQUIRED, SO THAT FINISHED PARTITION SURFACE WILL BE FLUSH, UNLESS
OTHERWISE NOTED. PROVIDE FURRING AT EXISTING PARTITIONS 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 AT HINGE
SIDE OF DOOR TO ADJACENT PARTITIONS.
CONTRACTOR TO REMOVE ANY WALL MOUNTED FIXTURES/FURNITURE PRIOR TO INSTALLATION OF NEW
EXTERIOR STOREFRONT OPENING. VERIFY W/ TENANT PRIOR TO REMOVAL FOR RECONFIGURATION DETAILS.
EXISTING
WAREWOUSE
1 101 1
E O FF IIC E.
1 102 1
1 103 1
e .
�r cn
0
EXISTING
OFFICE
KEY NOTES
EXISTING
OFFICE
1 109
PARTITION LEGEND
O 0
EXISTING
OFFICE
1 104 1
EXISTING
EXIST
BRE AK
1 107
I I
L J
BUILDING PLAN AND WINDOW LOCATION PLAN
EXISTING PARTITION TO REMAIN.
B/5 PARTIAL HEIGHT DOUBLE SAFETY GLASS RELITE —MATCH EXISTING B/5 FRAME COLOR AND TYPE
OF STOREFRONT MULLIONS. SEE PICTURES AND VERIFY ON SITE CONDITIONS W/ BLD. OWNER/TENANT.
1. PROVIDE B/5 EXTERIOR RELITES WHIGH MEET CURRENT ENERGY CODES FOR LOW E, ARGON
GAS FILLED DUAL PANE STOREFRONT RELITES. ALIGN MULLION W/ EXISTING OFFICE WALL AS
SHOWN. SEE DETAIL I PROVIDED FOR MULLION TO WALL CONDITIONS.
(BID ALT. PROVIDE OPERABLE PANEL IN RELITE)
GLAZING
EXISTING WALL:
5/8" G.W.B. EA.
SIDE OF
METAL STUD.
"J" BEAD AT EA.
END.
SILL LINE
PAINT EXPOSED
STUD BLACK
2" WIDE BLACK
GASKETING
MULLION
WALL SECTION AT MULLION
SCALE: N.T.S.
U L--J
EX
X 1051
COD COMPLIAN C
WOO
0 0 0 9 20
Tukwila
ILDING..
8
C
planning
DESIG
22002 - 64th Avenue W., Suite 2C
Mountlake Terrace, WA 98043
T: 425 - 670 -6706 F: 425 - 774 -8219
REGISTRATION
8694
PROJECT NAME
CASCADE YARNS
EXTERIOR WINDOWS
ANDOVER PARK EAST
TENANT IMPROVEMENT
SUITE 1224
1224 ANDOVER PARK EAST
TUKWILA, WASHINGTON
DESIGN TEAM
PROJECT NO.:
08.132
PRINCIPAL:
VS
DRAWN BY:
VSS
CHECKED BY:
CK
ISSUED /REVISIONS
9 -30 -08 ISSUED FOR PERMIT
PROJECT CONSULTANTS
SHEET TITLE
BUILDING PLAN
WINDOW LOCATION
SEP 3 0 AKA
PERMIT CENTEI
SHEET NO.
NELL
interiors \ architecture
DAVNA WILLIAMS
STATE OF WASI-NGTON
EXP. 03 -03-09
A1.0