HomeMy WebLinkAboutPermit D10-301 - NORTH HILL APARTMENTS - BUILDING CNORTH HILL APTS
BLDG C
5840 SOUTHCENTER BL
D10 -301
City oliTukwila
•
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
Parcel No.: 1157200351
Address: 5840 SOUTHCENTER BL TUKW
Suite No:
Project Name: NORTH HILL APTS - BLDG C
DEVELOPMENT PERMIT
Permit Number: D10 -301
Issue Date: 11/15/2010
Permit Expires On: 05/14/2011
Owner:
Name: NORTH HILL APTS INC
Address: 85 S WASHINGTON #308 , SEATTLE WA 98104
Contact Person:
Name: GARY ANDERSON
Address: 5010 S TACOMA WY , TACOMA WA 98409
Contractor:
Name: G P ANDERSON CONSTRUCTION INC
Address: 121 BELLA BELLA DR , FOX ISLAND WA 98333
Contractor License No: GPANDCI033RP
Phone: 253 - 377 -4491
Phone:
Expiration Date: 12/16/2011
DESCRIPTION OF WORK:
REPLACE STAIRS, STRINGERS AND HANDRAIL ON ONE STAIRWAY IN BUILDING C
Value of Construction:
Type of Fire Protection:
Type of Construction:
$3,000.00
V -B
Fees Collected: $243.92
International Building Code Edition: 2009
Occupancy per IBC: 0021
* *continued on next page **
doc: IBC -10/06
D10 -301 Printed: 11 -15 -2010
City okukwila
•
Department of Community Development
6300 Southcenter Boulevard, Suite #100
Tukwila, Washington 98188
Phone: 206 - 431 -3670
Fax: 206 - 431 -3665
Web site: http: / /www.ci.tukwila.wa.us
Permit Number: D10-301
Issue Date: 11/15/2010
Permit Expires On: 05/14/2011
Public Works Activities:
Channelization / Striping: N
Curb Cut / Access / Sidewalk / CSS: N
Fire Loop Hydrant: N Number: 0 Size (Inches): 0
Flood Control Zone:
Hauling: N Start Time: End Time:
Land Altering: Volumes: Cut 0 c.y. Fill 0 c.y.
Landscape Irrigation:
Moving Oversize Load: Start Time: End Time:
Sanitary Side Sewer:
Sewer Main Extension: Private: Public:
Storm Drainage:
Street Use: Profit: N Non - Profit: N
Water Main Extension: Private: Public:
Water Meter:
Permit Center Authorized Signature:
N
rAW-)
Date:
I hereby certify that I have read and ex ed this permit and know the same to be true and correct. All provisions of law and ordinances
governing this work will be complied grith, hether specified herein or not.
The granting of this permit does not pres e to give authority to violate or cancel the provisions of any other state or local laws regulating
construction or the perfo a e of work. I am authorized to sign and obtain this development permit.
Signature: Date: 1 F/ 5 ��
Print Name: (— C�el�$
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.
doc: IBC -10/06
D10-301 Printed: 11 -15 -2010
9
�J�`N��A wq� City of Tukwila
C J 0
190a
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
Parcel No.: 1157200351
Address: 5840 SOUTHCENTER BL TUKW
Suite No:
Tenant: NORTH HILL APTS - BLDG C
PERMIT CONDITIONS
Permit Number:
Status:
Applied Date:
Issue Date:
D10 -301
ISSUED
11/04/2010
11/15/2010
1: ** *BUILDING DEPARTMENT CONDITIONS * **
2: No changes shall be made to the approved plans unless approved by the design professional in responsible charge and the
Building Official.
3: All 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: 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.
5: All wood to remain in placed concrete shall be treated wood.
6: VALIDITY OF PERMIT: The issuance or granting of a permit shall not be construed to be a permit for, or an approval of,
any violation of any of the provisions of the building code or of any other ordinances of the City of Tukwila. Permits
presuming to give authority to violate or cancel the provisions of the code or other ordinances of the City of Tukwila
shall not be valid. The issuance of a permit based on construction documents and other data shall not prevent the
Building Official from requiring the correction of errors in the construction documents and other data.
* *continued on next page **
doc: Cond -10/06
D10 -301 Printed: 11 -15 -2010
• •
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: Date: MI5-VC)
Print Name: �^ Aa/g1,50
ordinances governing
or local laws regulating
doc: Cond -10/06 D10 -301
Printed: 11 -15 -2010
CITY OF TUKLII1A
Community Develo7ITnent Department
Public Works Department
Permit Center
6300 Southcenter Blvd., Suite 100
Tukwila, WA 98188
http://www.ci.tukwila.wa.us
Building Pet) No. 1)([)— 30 1
Mechanical Permit No.
Plumbing/Gas Permit No.
Public Works Permit No.
Project No.
(For office use only)
Applications and plans must be complete in order to be accepted for plan review.
Applications will not be accepted through the mail or by fax.
* *Please Print **
SITE LOCATION
Site Address: �aq C i can) Blvd
Tenant Name: Nor Ht I/ 4D--i
O/ y met.L /`c, 1Cj7Cwt t 4
Mailing Address: II
City
Property Owners Name:
King Co Assessor's Tax No.: If 57)-0- 0 3s- 1
apz_ Suite Number:
Floor:
New Tenant: ❑ Yes ❑..No
State
Zip
CONTACT PERSON - who do we contact when your permit is ready to be issued
Name:
/11 41(41.- Sc, ""\ Day Telephone:
s
Mailing Address: 0 v T cpw 0.4•, • 4 ▪ co..�• k
/ City
E -Mail Address: Fax Number: .2- C-. 30) 02 Si
2S 3 377 L/9 q/
bt)A gpit I
State Zip
GENERAL CONTRACTOR INFORMATION -
(Contractor Information for Mechanical (pg 4) for Plumbing and Gas Piping (pg 5))
Company Name:
Mailing Address:
V P ctexsw. (0A 0-
/ 5b (0 5)-A-1-1 Ta �ovtiy LA-7
Contact Person: 6cs• T
I eta. Ot•
City State Zip
Day Telephone: .15-3 3
E -Mail Address: Fax Fax Number: A S 3 301
4,V/C"
Contractor Registration Number: PDc r 0 X73 12 19 Expiration Date: 12 -- 1
ARCHITECT OF RECORD - All plans must be stamped by Architect of Record
Company Name:
Mailing Address:
City
Contact Person: Day Telephone:
Fax Number:
E -Mail Address:
State
Zip
ENGINEER OF RECORD - All plans must be stamped by Engineer of Record
Company Name:
Mailing Address:
city
Contact Person: Day Telephone:
E -Mail Address: Fax Number:
State
Zip
H:\Applications\Forms- Applications On Line\2010 Applications \7 -2010 - Permit Application.doc
Revised: 7 -2010
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Page 1 of 6
BUILDING PERMIT INFORMATION — 206 -431 -3670
w ;v��D 3 , Cc)
of Project (contractor's bid price): $ 3 D Existing Building V luation: $
Scope of Work (pl ase provide detailed information): rC �%iG c 5 s t n�' c/� / �jA d
I
i. ra
Will there be new rack storage? ❑ ....Yes
❑ ..No If yes, a separate permit and plan submittal will be required.
Provide All Building Areas in Square Footage Below
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 R): Floor area of principal dwelling: Floor area of accessory dwelling:
*Provide documentation that shows that the principal owner lives in one of the dwellings as his or her primary residence.
Number of Parking Stalls Provided: Standard: Compact: Handicap:
Will there be a change in use? ❑ Yes ❑ No If "yes ", explain:
FIRE PROTECTION/HAZARDOUS MATERIALS:
❑ Sprinklers ❑ Automatic Fire Alarm ❑ None ❑ Other (specify)
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.
H:\Applications\Forms- Applications On Line\2010 Applications \7-2010 - Permit Application.doc
Revised: 7 -2010
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Page 2 of 6
Existing
Interior Remodel
Addition to
Existing
Structure
New
Type of
Construction per
IBC
Type of
Occupancy per
IBC
1st Floor
rd Floor
3td Floor
Floors thru
Basement
Accessory Structure*
Attached Garage
Detached Garage
Attached Carport
Detached Carport
Covered Deck
Uncovered Deck
■
PLANNING DIVISION:
Single family building footprint (area of the foundation of all structures, plus any decks over 18 inches and overhangs greater than 18 inches)
*For an Accessory dwelling, provide the following:
Lot Area (sq R): Floor area of principal dwelling: Floor area of accessory dwelling:
*Provide documentation that shows that the principal owner lives in one of the dwellings as his or her primary residence.
Number of Parking Stalls Provided: Standard: Compact: Handicap:
Will there be a change in use? ❑ Yes ❑ No If "yes ", explain:
FIRE PROTECTION/HAZARDOUS MATERIALS:
❑ Sprinklers ❑ Automatic Fire Alarm ❑ None ❑ Other (specify)
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.
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Page 2 of 6
PERMIT APPLICATION NOTES — Wicable 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
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 RUTH RIZED AGENT:
Signature: Date: /0 ^1 740
Print Name: 1- C C. AY/(Af
Mailing Address: So/ D Sac -I'd, rco^t --
Date Application Accepted:
as3
Day Telephone: 5771/11.-6
City
ZJ� vo9
State Zip
Date Application Expires: j ._ r,_ i 1
Staff Initials:
H:\ Applications \Forms - Applications On Line\2010 Applications \7 -2010 - Permit Application.doc
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PLUMBING AND GAS PIPING PER INFORMATION — 206 - 431 -3670
•
PLUMBING AND GAS PIPING CONTRACTOR INFORMATION
Company Name:
Mailing Address:
City State Zip
Contact Person: Day Telephone:
E -Mail Address: Fax Number:
Contractor Registration Number: Expiration Date:
Valuation of Plumbing work (co t; i actor's bid price): $
Valuation of Gas Piping work (co i actor's bid price): $
Scope of Work (please provide deta :-d information):
Building Use (per Int'1 Building Code):
Occupancy (per Int'l Building Code):
Utility Purveyor: Water:
Sewer:
Indicate type of plumbing fixtures and/or gas piping outlet 'teing ' rr tailed and the quantity below:
Fixture Type:
Qty
Fixture Type:
• • ,
Fixture Type:
Qty
Fixture Type:
Qty
Bathtub or combination
bath/shower
Bidet
,. I
Clothes washer, domestic
Dental unit, cuspidor
Dishwasher, domestic,
with independent drain
Drinking fountain or
water cooler (per head) ,'
od -waste grinder,
co Tercial
Floor Drain
Shower, single head trap
Lavatory '
Was 1, ountain
Receptor, indirect waste
Sinks
Urinals
Water CI et
Building sewer and each
trailer park sewer
Rain water system — per
drain (inside building)
Water heater ._r d/or vent
Industrial w.' e treatment
interceptor, in., } ding trap
and vent, excep •r kitchen
type grease interc 'tors
Each grease trap
(connected to not more
than 4 fixtures - <750
gallon capacity)
Grease interceptor for
commercial kitchen ( >750
gallon capacity)
Repai r alteration of
wat- << i iping and/or water
tre ent equipment
Repair or alteration ii'
drainage or vent pipin
Medical gas piping
system serving 1 -5
inlets/outlets for a
specific gas
Each additional medical
gas inlets/outlets greater
than 5
: ackflow protective
device other than
atmospheric -type vacuum
breakers 2 inch (51 mm)
diameter or smaller
Backflow protective device x
other than atmospheric -type
vacuum breakers over 2
inch (51 mm) diameter
•
Each lawn sprinkler
system on any one meter
including backflow
protection devices
Atmospheric -type vacuu
breakers not included '
lawn sprinkler back w
protections (1 -5)
Atmospheric -type
vacuum breakers not
included in lawn
sprinkler backflow
protections over 5
Gas piping outlets
H:Wpplications\Forms- Applications On Line\2010 Applications \7 -2010 - Permit Application.doc
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Page 5 of 6
•
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
Parcel No.: 1157200351
Address: 5840 SOUTHCENTER BL TUKW
Suite No:
Applicant: NORTH HILL APTS - BLDG C
RECEIPT
Permit Number: D10 -301
Status: PENDING
Applied Date: 11/04/2010
Issue Date:
Receipt No.: R10 -02237
Payment Amount: $243.92
Initials: WER Payment Date: 11/04/2010 02:02 PM
User ID: 1655 Balance: $0.00
Payee: LEE ANDERSON
TRANSACTION LIST:
Type Method Descriptio Amount
Payment Credit Crd VISA
Authorization No. 00521D
ACCOUNT ITEM LIST:
Description
243.92
Account Code Current Pmts
BUILDING - RES
PLAN CHECK - RES
STATE BUILDING SURCHARGE
000.322.100
000.345.830
640.237.114
Total: $243.92
145.10
94.32
4.50
doc: Receipt-06 Printed: 11 -04 -2010
,r'f1541, -77 7... .a,.r -a,r ,vr_.i -,;.; �r -• :•c ,'t`., }- 4 k'�- x�ss �7G�,s.�.:c••
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
Permit Inspection Request Line (206) 431 -2451
Dt0 -3
Proje : . ,( ,..I ti__; r
Type of Inspection: ,
Add ss:
Date Call
r
Special-instructions:
�O! _ °r
O S is
mod( 3 (-A C e
Date Wanted:
.4
m.
- "% -(Cm.
Requester:
Phone No:
2—.S-3
3 7-7 - -4 4 en,
Approved per applicable codes. Corrections required prior to approval.
COMMENTS:
r)--ei iLk:r (--.01ApaP
r
_ n
Inspecr'or:
Date,:/k
❑ REINSPECTION FEE REQUIRED. Prior to next inspection. fee must be
paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection.
I9orlh H;11 Aps.r#mests
REVISIONS
No changes shall be made to the scope
of work without prior approval of
Tukwila Building Division.
NOTE: Revisions will require a new plan submittal
and may include additional plan review fees.
FILE
Permit No.
Plan review approval is subject to 8110f8
Approval of construction tents does not
the violation of any adopted cob or o ddin�aInce. Receipt
of a p p r o v e d F +1 1 1 ' 1 11 , - is admo ed.
BY
Date: (/ —/S.--/ 0
if lii�/ [ 11>r To.%IO *i1iIw
rttvitwED FOR
CODE COMP
BUILDING DIVISION
u2010
�I�p � p� N NOV oa 2010
bto �o ' PERMITCENTEk
Bid E
304
204
104
303
203
103
302
202
102
301
201
101
Studios %f-1
5 Se.0
BId D
303
302
301
203
202
201
103
102
101
1x1
Std
555 6-D
A/01-r(-i ( Apr4s .
BId C
304
303
302
301
204
203
202
201
104
103
102
101
1x1
303
302
301
203
202
201
103
102
101
Studios
5g3a
REVIEWED FOR
CODE COMPLIANCE
Nov 10 1010
Cityof Tukwila
BUILDING D"' 'Ql^hP
WA
304
303
302
301^
x
204
203
202
201
104
103
102
101
1x1
RECEIVED
NOV 0 4 2010
PERMIT CENTER
a
CONSULTING
ENGINEERS
PACIFIC NORTHWEST ENGINEERING INC.
PACIF C N0FTn- INNEET
E N G I N E E R I N G
November 2, 2010
#10 -590
GP Anderson Construction
Attn: Lee Anderson
5010 South Tacoma Way
Tacoma, WA 98409
FILE COPY
/o,.. _-- e.t Mo.%
Re: North Hill Apartment Stair Repair
Plan Number: North Hill Apartments
Site: 5700 Southcenter Blvd.
Tukwila, WA
Mr. Anderson,
REVIEWED FOR
CODE COMPLIANCE
APDofVED
NUV 1 u 2010
City of Tukwila
BUILDIN( fiVISInni
Pacific Northwest Engineering Inc. (PNE) as requested has reviewed the existing
architectural drawings for the North Hill Apartment Complex (pages A -1 through A -9,
dated 1 -5 -88, revised 3- 21 -88) for repairs proposed to the stair areas as a result of rot
damage. As a result of our review, we have determined that P.T. #2 DF or HF is adequate
for replacement of 4x4 and 6x6 posts, 4x10 and 6x10 beams, and the 3x12 stair stringers.
The existing sizes are to remain, but may be replaced with the same dimensional size
using P.T. HF or DF #2 lumber. These members are best shown on sheet A -9 of 9,
section A of the existing architectural drawings.
Calculations are included for reference. All hardware used to attach new P.T. members
shall be Simpson Z -Max, Hot Dipped Galvanized, or Stainless Steel. If there are any
more questions or concerns, please contact our office.
Sincerely,
Luke W. Moerke, P.E.
Pacific Northwest Engineering, Inc.
DtO3Ol
NOV 0 12010
Pacific Northwest Engineering Inc.
1944 Pacific Ave; Ste 305
Tacoma, WA 98402
Phone (253) 682 -2850 Fax (253) 682 -2851
RECEIVED
NOV 04 2010
PERMIT CENTER
Page 1 of 8
P. \!`I IFAITC 1P(` flO C' A /AIFPC\Nnr+h 1-lill Annrfmcnfe \Alnrfh 41111 Pnrorlmcnf I offor .le,
Project: North Hill Apartment Repairs
Location: Roof Beam 1
Multi- Loaded Multi -Span Beam
[2009 International Building Code(2005 NDS)]
3.5 IN x 7.25 IN x 20.0 FT (6 + 8 + 6)
#2 - Douglas- Fir -Larch - Dry Use
Section Adequate By: 129.8%
Controlling Factor: Moment
DEFLECTIONS Laft Center B1S11t
Live Load -0.02 IN L/4796 0.05 IN L/2113 -0.02 IN L/4796
Dead Load 0.00 in 0.02 in 0.00 in
Total Load -0.02 IN L/3771 0.07 IN U1392 -0.02 IN L/3771
Live Load Deflection Criteria: U240 Total Load Deflection Criteria: U180
REACTIONS 9 a IZ
Live Load 173 lb 1096 Ib 1096 Ib 173 Ib
Dead Load 49 Ib 686 Ib 686 lb 49 Ib
Total Load 223 Ib 1781 lb 1781 Ib 223 Ib
Uplift (1.5 F.S) -78 Ib 0 Ib 0 Ib -78 Ib
Bearing Length 0.10 in 0.81 in 0.81 in 0.10 in
BEAM DATA Left
Span Length 6 ft
Unbraced Length -Top 0 ft
Unbraced Length -Bottom 6 ft
Live Load Duration Factor 1.00
Notch Depth 0.00
Center Rjgbt
8 ft 6 ft
0 ft 0 ft
8 ft 6 ft
MATERIAL PROPERTIES
#2 - Douglas- Fir -Larch
Bending Stress:
Shear Stress:
Modulus of Elasticity:
Min. Mod. of Elasticity:
Comp. to Grain:
Base Values Adjusted
Fb = 900 psi Fb' = 1158 psi
Cd =1.00 CI =0.99 CF =1.30
Fv = 180 psi Fv' = 180 psi
Cd =1.00
E = 1600 ksi E' = 1600 ksi
E_min = 580 ksi E_min' = 580 ksi
Fc -1= 625 psi Fc -1' = 625 psi
Controlling Moment: -1287 ft -lb
Over left support of span 2 (Center Span)
Created by combining all dead loads and live loads on span(s) 1, 2
Controlling Shear: 1076 Ib
At a distance d from left support of span 2 (Center Span)
Created by combining all dead loads and live loads on span(s) 1, 2
Comparisons with required sections:
Section Modulus:
Area (Shear):
Moment of Inertia (deflection):
Moment:
Shear:
Read provided
13.34 in3 30.66 in3
8.96 in2 25.38 in2
14.38 in4 111.15 in4
-1287 ft -lb 2958 ft-lb
1076 Ib 3045 Ib
Luke Moerke
Pacific Northwest Engineering
1944 Pacific Ave; Ste #305
Tacoma, WA 98402
StruCalc Version 8.0.101.0
11/2/2010 10:59:24 AM
page
of
UNIFORM LOADS Left Center S1gtil
Uniform Live Load 63 plf 188 plf 63 plf
Uniform Dead Load 38 plf 113 plf 38 plf
Beam Self Weight 6 plf 6 plf 6 plf
Total Uniform Load 107 plf 307 plf 107 plf
)VOTES
Paf3P 2 of R
•
Project: North Hill Apartment Repairs
Location: Roof Beam 1 - Support
Column
[2009 International Building Code(2005 NDS)]
3.5 IN x 3.5 IN x 8.0 FT
#2 - Hem -Fir - Dry Use
Section Adequate By: 66.4%
VERTICAL REACTIONS
Live Load: Vert-LL -Rxn =
Dead Load: Vert-DL -Rxn =
Total Load: Vert-TL -Rxn =
1096 Ib
704 Ib
1800 Ib
COLUMN DATA
Total Column Length: 8 ft
Unbraced Length (X -Axis) Ly: 8 ft
Unbraced Length (Y -Axis) Ly: 8 ft
Column End Condtion -K (e): 1
Axial Load Duration Factor 1.00
COLUMN PROPERTIES
#2 - Hem -Fir
Compressive Stress:
Bending Stress (X -X Axis):
Bending Stress (Y -Y Axis):
Modulus of Elasticity:
Min. Mod. of Elasticity:
Column Section (X -X Axis):
Column Section (Y -Y Axis):
Area:
Section Modulus (X -X Axis):
Section Modulus (Y -Y Axis):
Slendemess Ratio:
Base Values Adiusted
Fc = 1300 psi Fc' = 437 psi
Cd =1.00 CF1 15 Cp =0.37 Ci =0.80
1020 psi
Fbx = 850 psi Fbx' =
Cd =1.00 CF =1 50 Ci =0.80
Fby = 850 psi Fby' =
Cd =1.00 CF =1 50 Ci =0 80
E = 1300 ksi E' _
E_min = 470 ksi E min' =
dx =
dy =
A=
Sx =
Sy =
Lex /dx =
Ley /dy =
Column Calculations (Controlling Case Only):
Controlling Load Case: Axial Total Load Only (L + D)
Actual Compressive Stress:
Allowable Compressive Stress:
Eccentricity Moment (X -X Axis):
Eccentricity Moment (Y -Y Axis):
Moment Due to Lateral Loads (X -X Axis):
Moment Due to Lateral Loads (Y -Y Axis):
Bending Stress Lateral Loads Only (X -X Axis):
Allowable Bending Stress (X -X Axis):
Bending Stress Lateral Loads Only (Y -Y Axis):
Allowable Bending Stress (Y -Y Axis):
Combined Stress Factor:
Fc =
Fc' =
Mx-ex =
My-ey =
Mx =
My =
Fbx =
Fbx' =
Fby =
Fby' =
CSF =
1020 psi
1235 ksi
447 ksi
3.5 in
3.5 in
12.25 in2
7.15 in3
7.15 in3
27.43
27.43
147 psi
437 psi
0 ft-lb
0 ft-lb
0 ft -Ib
0 ft -lb
0 psi
1020 psi
0 psi
1020 psi
0.34
Luke Moerke
Pacific Northwest Engineering
1944 Pacific Ave; Ste #305
�Y41 i
-.1••••-e...**-- Tacoma, WA 98402
StruCalc Version 8.0.101.0
11/2/2010 10:59:24 AM
page
/of
AXIAL LOADING
Live Load:
Dead Load:
Column Self Weight:
Total Load:
PL = 1096 Ib
PD = 686 Ib
CSW = 18 Ib
PT = 1800 Ib
NOTES
Pay, 3 of R
Project: North Hill Apartment Repairs
Location: Stair Stringer
Multi- Loaded Multi -Span Beam
[2009 International Building Code(2005 NDS)]
2.5 IN x 9.25 IN x 7.0 FT (Actual 8.1 FT)
#2 - Douglas- Fir -Larch - Dry Use
Section Adequate By: 52.5%
Controlling Factor: Moment
DEFLECTIONS Center
Live Load 0.06 IN L/1469
Dead Load 0.01 in
Total Load 0.07 IN L/1167
Live Load Deflection Criteria: U360
Total Load Deflection Criteria: U240
REACTION
Live Load
Dead Load
Total Load
Bearing Length
A
700 Ib 700 Ib
181 Ib 181 Ib
881 Ib 881 Ib
0.56 in 0.56 in
BEAM DATA
Span Length
Unbraced Length -Top
Unbraced Length -Bottom
Beam End Elevation Difference
Live Load Duration Factor
Notch Depth
Center
7 ft
0 ft
7 ft
4 ft
1.00
0.00
MATERIAL PROPERTIES
#2 - Douglas- Fir -Larch
Bending Stress:
Shear Stress:
Modulus of Elasticity:
Min. Mod. of Elasticity:
Comp. to Grain:
Base Values Adjusted
Fb = 900 psi Fb' = 792 psi
Cd =1.00 CF =1.10 Ci =0.80
Fv' = 144 psi
Fv = 180 psi
Cd =1.00 Ci =0.80
E = 1600 ksi E' = 1520 ksi
E_min = 580 ksi E_min' = 551 ksi
Ci =0.95
Fc -1= 625 psi Fc -1' = 625 psi
Controlling Moment: 1543 ft-Ib
3.499 Ft from left support of span 2 (Center Span)
Created by combining all dead toads and live loads on span(s) 2
Controlling Shear: 628 Ib
At a distance d from left support of span 2 (Center Span)
Created by combining all dead roads and live loads on span(s) 2
Comparisons with required sections:
Section Modulus:
Area (Shear):
Moment of Inertia (deflection):
Moment:
Shear:
BeAYI
23.37 in3
6.54 in2
35.08 in4
1543 ft-Ib
628 Ib
Provided
35.65 in3
23.13 in2
164.89 in4
2353 ft-Ib
2220 Ib
�v. 6 r. •.. • • •
Luke Moerke
Pacific Northwest Engineering
1944 Pacific Ave; Ste #305
Tacoma, WA 98402
StruCalc Version 8.0.101.0
11/2/2010 10:59:24 AM
page
of
LOADING DIAGRAM
7 ft
UNIFORM LOADS
Center
Uniform Live Load
Uniform Dead Load
Beam Self Weight
Total Uniform Load
200 plf
40 plf
5 plf
245 plf
NOTES
Para 4 of R
Project: North Hill Apartment Repairs
Location: Floor Beam - 3rd Floor
Multi- Loaded Multi -Span Beam
[2009 International Building Code(2005 NDS)]
3.5 IN x 9.25 IN x 20.0 FT (6 + 8 + 6)
#2 - Douglas- Fir -Larch - Dry Use
Section Adequate By: 60.0%
Controlling Factor: Moment
DEFLECTIONS Left Center Eight
Live Load 0.00 IN L /MAX 0.04 IN L/2463 0.00 IN L /MAX
Dead Load 0.00 in 0.01 in 0.00 in
Total Load 0.00 IN L /MAX 0.05 IN L/2098 0.00 IN L /MAX
Live Load Deflection Criteria: L1240 Total Load Deflection Criteria: U180
EACTION$
Live Load
Dead Load
Total Load
Bearing Length
A D Sc 12
441 Ib 2499 Ib 2499 lb 441 Ib
49 Ib 362 Ib 362 lb 49 Ib
490 Ib 2861 Ib 2861 lb 490 Ib
0.22 in 1.31 in 1.31 in 0.22 in
BEAM DATA
Span Length
Unbraced Length -Top
Unbraced Length -Bottom
Live Load Duration Factor
Notch Depth
Left
6 ft
0 ft
6 ft
1.00
0.00
Center Eight
8 ft 6 ft
0 ft 0 ft
8 ft 6 ft
MATERIAL PROPERTIES
#2 - Douglas- Fir -Larch
Bending Stress:
Shear Stress:
Modulus of Elasticity:
Min. Mod. of Elasticity:
Comp. 1 to Grain:
Base Values Adjusted
Fb = 900 psi Fb' = 864
Cd =1.00 CF =1.20 Ci =0.80
Fv = 180 psi Fv' =
Cd =1.00 Ci =0.80
E = 1600 ksi
E_min = 580 ksi
Ci =0.95
Fc -1 = 625 psi
psi
144 psi
E' = 1520 ksi
E_min' = 551 ksi
Fc -1' = 625 psi
Controlling Moment: 2246 ft-lb
4.0 Ft from left support of span 2 (Center Span)
Created by combining all dead loads and live loads on span(s) 1, 2, 3
Controlling Shear: 1456 Ib
At a distance d from left support of span 2 (Center Span)
Created by combining all dead loads and live loads on span(s) 1, 2, 3
Comparisons with required sections:
Section Modulus:
Area (Shear):
Moment of Inertia (deflection):
Moment:
Shear:
Read
31.2 in3
15.17 in2
22.49 in4
2246 ft-lb
1456 Ib
Provided
49.91 in3
32.38 in2
230.84 in4
3594 ft-lb
3108 Ib
••w..+.. •d1.•..AV r.•
I NOIN6Q¢1iNd
Luke Moerke
Pacific Northwest Engineering
1944 Pacific Ave; Ste #305
Tacoma, WA 98402
StruCalc Version 8.0.101.0
11/2/2010 10:59:24 AM
page
/of
LOADING DIAGRAM
t
1
tt
Btt
aft
6ft
UNIFORM LOADS
Left
plf
25 plf
7 plf
plf
Center
Right
250 plf
25 plf
7 plf
282 plf
Uniform Live Load 250
Uniform Dead Load
Beam Self Weight
Total Uniform Load 282
250 plf
25 plf
7 plf
282 plf
POINT LOADS - CENTER SPAN
Load Number One
Live Load 881 Ib
Dead Load 181 Ib
Location 4 ft
NOTES
Pargp5nfR
Project: North Hill Apartment Repairs
Location: Floor Beam - 2rd Floor
Multi- Loaded Multi -Span Beam
[2009 International Building Code(2005 NDS)]
5.5 IN x 9.25 IN x 20.0 FT (6 + 8 + 6)
#2 - Douglas- Fir -Larch - Dry Use
Section Adequate By: 13.0%
Controlling Factor: Moment
DEFLECTION$ Left
Live Load 0.02 IN L/4611
Dead Load 0.00 in
Total Load 0.02 IN L/4614
Live Load Deflection Criteria: U360
Center Bight
0.04 IN L/2280 0.04 IN L/1971
0.00 in 0.00 in
0.05 IN L /2066 0.04 IN L/1864
Total Load Deflection Criteria: U240
REACTIONS
Live Load
Dead Load
Total Load
Uplift (1.5 F.S)
Bearing Length
A
738 Ib
63 Ib
800 Ib
-204 Ib
0.23 in
2608 lb 4452 Ib 2013 Ib
371 Ib 578 Ib 190 Ib
2980 Ib 5030 Ib 2203 Ib
-81 Ib 0 Ib -119 Ib
0.87 in 1.46 in 0.64 in
BEAM DATA
Span Length
Unbraced Length -Top
Unbraced Length -Bottom
Live Load Duration Factor
Notch Depth
Left
6 ft
0 ft
6 ft
1.00
0.00
Center Eight
8 ft 6 ft
0 ft 0 ft
8 ft 6 ft
fr1 TERIAL PROPERTIES
#2 - Douglas- Fir -Larch
Bending Stress:
Shear Stress:
Modulus of Elasticity:
Min. Mod. of Elasticity:
Comp. -I- to Grain:
Base Values Adjusted
Fb = 750 psi Fb' = 598
Cd =1.00 CI =1.00 CF =1.00 Ci =0.80
Fv = 170 psi Fv' = 136
Cd =1.00 Ci =0.80
E = 1300 ksi
E_min = 470 ksi
Ci =0.95
Fc -1= 625 psi
psi
psi
E' = 1235 ksi
E_min' = 447 ksi
Fc -1' = 625 psi
Controlling Moment: -3459 ft-lb
Over right support of span 2 (Center Span)
Created by combining all dead loads and live loads on span(s) 2, 3
Controlling Shear: 2483 Ib
At a distance d from left support of span 3 (Right Span)
Created by combining all dead loads and live loads on span(s) 2, 3
Comparisons with required sections:
Section Modulus:
Area (Shear):
Moment of Inertia (deflection):
Moment:
Shear:
Read
69.41 in3
27.38 in2
66.25 in4
-3459 ft-lb
2483 Ib
provided
78.43 in3
50.88 in2
362.75 in4
3909 ft-lb
4613 Ib
0860tw6661861rom
Luke Moerke
Pacific Northwest Engineering
1944 Pacific Ave; Ste #305
Tacoma, WA 98402
StruCalc Version 8.0.101.0
11/2/2010 10:59:24 AM
page
of
LOADING DIAGRAM
i
6n
8k6n
II
UNIFORM LOADS Lei
Center
750
75
11
836
Bight
plf
plf
plf
plf
Uniform Live Load 250 plf
Uniform Dead Load 25 plf
Beam Self Weight 11 plf
Total Uniform Load 286 plf
250 plf
25 plf
11 plf
286 plf
POINT LOADS - CENTER SPAN
Load Number Qpg
Live Load 881 Ib
Dead Load 181 Ib
Location 4 ft
NOTES
PAOP R nf R
Project: North Hill Apartment Repairs
Location: 2nd Floor Beam - Support
Column
[2009 International Building Code(2005 NDS)]
5.5 IN x 5.5 IN x 8.75 FT
#2 - Hem -Fir - Dry Use
Section Adequate By: 18.3%
VERTICAL REACTION
Live Load:
Dead Load:
Total Load:
Vert-LL -Rxn = 8047 Ib
Vert-DL -Rxn = 1675 Ib
Vert-TL -Rxn = 9722 Ib
COLUMN DATA
Total Column Length: 8 75 ft
Unbraced Length (X -Axis) Ly: 8.75 It
Unbraced Length (Y -Axis) Ly: 8.75 ft
Column End Condtion -K (e): 1
Axial Load Duration Factor 1.00
COLUMN PROPERTIES
#2 - Hem -Fir
Compressive Stress:
Bending Stress (X -X Axis):
Bending Stress (Y -Y Axis):
Modulus of Elasticity:
Min. Mod. of Elasticity:
Column Section (X -X Axis):
Column Section (Y -Y Axis):
Area:
Section Modulus (X -X Axis):
Section Modulus (Y -Y Axis):
Slendemess Ratio:
Base Values Adjusted
Fc = 575 psi Fc' = 393 psi
Cd =1 00 Cp =0 85 Ci =0.80
Fbx = 575 psi Fbx' _
Cd =1 00 CF =1 00 Ci =0 80
Fby = 575 psi Fby' =
Cd =1 00 CF =1.00 Ci =0.80
E = 1100 ksi E _
E_min = 400 ksi E min' =
dx =
dy =
A=
Sx =
Sy =
Lex /dx =
Ley /dy =
Column Calculations (Controlling Case Only):
Controlling Load Case: Axial Total Load Only (L + D)
Actual Compressive Stress:
Allowable Compressive Stress:
Eccentricity Moment (X -X Axis):
Eccentricity Moment (Y -Y Axis):
Moment Due to Lateral Loads (X -X Axis):
Moment Due to Lateral Loads (Y -Y Axis):
Bending Stress Lateral Loads Only (X -X Axis):
Allowable Bending Stress (X -X Axis):
Bending Stress Lateral Loads Only (Y -Y Axis):
Allowable Bending Stress (Y -Y Axis):
Combined Stress Factor:
Fc =
Fc' =
Mx-ex =
My-ey =
Mx =
My =
Fbx =
Fbx' =
Fby =
Fby' =
CSF =
460 psi
460 psi
1045 ksi
380 ksi
5 5 In
55 in
30.25 in2
27.73 in3
27.73 in3
19.09
19.09
321 psi
393 psi
0 ft-lb
0 ft-lb
0 ft-lb
0 ft -lb
0 psi
460 psi
0 psi
460 psi
0.82
NOIA 460i1raO
Luke Moerke
Pacific Northwest Engineering
1944 Pacific Ave; Ste #305
Tacoma, WA 98402
StruCalc Version 8.0.101.0
11/2/2010 10:59:24 AM
page
of
AXIAL LOADING
Live Load:
Dead Load:
Column Self Weight:
Total Load:
PL = 8047 Ib
PD = 1626 Ib
CSW = 49 Ib
PT = 9722 Ib
NOTES
Para 7 of R
Project: North Hill Apartment Repairs
Location: 3rd Floor Beam - Support
Column
[2009 International Building Code(2005 NDS)]
3.5 IN x 3.5 IN x 8.75 FT
#2 - Hem -Fir (North) - Dry Use
Section Adequate By: 16.5%
VERTICAL REACTIONa
Live Load: Vert-LL -Rxn = 3595 Ib
Dead Load: Vert-DL -Rxn = 1069 Ib
Total Load: Vert-TL -Rxn = 4664 Ib
COLUMN DATA
Total Column Length: 8.75 ft
Unbraced Length (X -Axis) Ly: 8.75 ft
Unbraced Length (Y -Axis) Ly: 8.75 ft
Column End Condtion -K (e): 1
Axial Load Duration Factor 1.00
COLUMN PROPERTIES
#2 - Hem -Fir (North)
Compressive Stress:
Bending Stress (X -X Axis):
Bending Stress (Y -Y Axis):
Modulus of Elasticity:
Min. Mod. of Elasticity:
j3ase Values Adiusted
Fc = 1450 psi Fc' = 456 psi
Cd =1.00 Cf =1.15 Cp =0.34 Ci =0.80
Fbx = 1000 psi Fbx' = 1200 psi
Cd =1.00 CF =1.50 Ci =0 80
Fby = 1000 psi Fby' = 1200 psi
Cd =1.00 CF =1.50 Ci =0.80
E = 1600 ksi E' = 1520 ksi
E_min = 580 ksi E min' = 551 ksi
Column Section (X -X Axis): dx = 3.5 in
Column Section (Y -Y Axis): dy = 3.5 in
Area: A = 12.25 in2
Section Modulus (X -X Axis): Sx = 7.15 in3
Section Modulus (Y -Y Axis): Sy = 7.15 in3
Slendemess Ratio: Lex /dx = 30
Ley /dy = 30
Column Calculations (Controlling Case Only):
Controlling Load Case: Axial Total Load Only (L + D)
Actual Compressive Stress: Fc = 381 psi
Allowable Compressive Stress: Fc' = 456 psi
Eccentricity Moment (X -X Axis):
Eccentricity Moment (Y -Y Axis):
Moment Due to Lateral Loads (X -X Axis):
Moment Due to Lateral Loads (Y -Y Axis):
Bending Stress Lateral Loads Only (X -X Axis):
Allowable Bending Stress (X -X Axis):
Bending Stress Lateral Loads Only (Y -Y Axis):
Allowable Bending Stress (Y -Y Axis):
Combined Stress Factor:
Mx -ex = 0 ft-lb
My-ey = 0 ft -Ib
Mx = 0 ft -Ib
My = 0 ft-Ib
Fbx = 0 psi
Fbx' = 1200 psi
Fby = 0 psi
Fby' = 1200 psi
CSF = 0.84
CNOtiveirit1i a
Luke Moerke
Pacific Northwest Engineering
1944 Pacific Ave; Ste #305
Tacoma, WA 98402
StruCalc Version 8.0.101.0
11/2/2010 10:59:24 AM
page
/of
AXIAL LOADING
Live Load:
Dead Load:
Column Self Weight:
Total Load:
PL = 3595 Ib
PD = 1048 Ib
CSW = 21 Ib
PT = 4664 Ib
NOTES
PargpR elf R
04 -01 -2011
City of Tukwila
Jim Haggerton, Mayor
Department of Community Development Jack Pace, Director
GARY ANDERSON
5010 S TACOMA WY
TACOMA WA 98409
RE: Permit No. D10 -301
5840 SOUTHCENTER BL TUKW
Dear Permit Holder:
In reviewing our current records, the above noted permit has not received a final inspection by the City of
Tukwila Building Division. Per the International Building Code, International Mechanical Code, Uniform
Plumbing Code and/or the National Electric Code, every permit issued by the Building Division under the
provisions of these codes shall expire by limitation and become null and void if the building or work authorized
by such permit has not begun within 180 days from the issuance date of such permit, or if the building or work
authorized by such permit is suspended or abandoned at any time after the work has begun for a period of 180
days. Your permit will expire on 05/14/2011.
Based on the above, you are hereby advised to:
1) Call the City of Tukwila Inspection Request Line at 206 - 431 -2451 to schedule for the next or final
inspection. Each inspection creates a new 180 day period, , provided the inspection shows progress.
-or-
2) Submit a written request for permit extension to the Permit Center at least seven (7) days before it is
due to expire. Address your extension request to the Building Official and state your reason(s) for
the need to extend your permit.
The Building Code does allow the Building Official to approve one extension of up to 180 days. If it is
determined that your extension request is granted, you will be notified by mail.
In the event you do not call for an inspection and /or receive an extension prior to 05/14/2011, your permit will
become null and void and any further work on the project will require a new permit and associated fees.
Thank you for your cooperation in this matter.
Sincerely,
-----WQ --"--a____
Bill Rambo
Permit Technician
File: Permit File No. D10 -301
6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206- 431 -3670 • Fax: 206 - 431 -3665
•
PE 1G CO If
PLAN REVIEW /ROUTING SLIP
L
ACTIVITY NUMBER: D10 -301 DATE: 11 -04 -10
PROJECT NAME: NORTH HILL APTS - BLDG C
SITE ADDRESS: 5840 SOUTHCENTER BL
X Original Plan Submittal Response to Incomplete Letter #
Response to Correction Letter #
Revision # After Permit Issued
DEPARTMENTS:
kiAL 11L-10
Building Division
�% ` \-
-l0 in
�ublic Works
rire re entiu
Structural
\\--i4 0
Planning Division
Permit Coordinator
DETERMINATION OF COMPLETENESS: (Tues., Thurs.) DUE DATE: 11-09-10
Complete Incomplete ❑
Comments:
Not Applicable
Permit Center Use Only
INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED:
Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials:
TUES/THURS ROUTING:
Please Route
Structural Review Required
REVIEWER'S INITIALS:
nNo further Review Required
DATE:
APPROVALS OR CORRECTIONS:
Approved n Approved with Conditions
Notation:
REVIEWER'S INITIALS:
DUE DATE: 12 -07 -10
Not Approved (attach comments) n
DATE:
Permit Center Use Only
CORRECTION LETTER MAILED:
Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials:
Documents /routing slip.doc
2 -28 -02
Contractors or Tradespeople Printer Friendly Page
•
•
General /Specialty Contractor
A business registered as a construction contractor with Lal 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 G P ANDERSON CONSTRUCTION INC UBI No. 601838669
Phone 2535497450 Status Active
Address 121 Bella Bella Dr License No. GPANDCI033RP
Suite /Apt. License Type Construction Contractor
City Fox Island Effective Date 12/17/1997
State WA Expiration Date 12/16/2011
Zip 98333 Suspend Date
County Pierce Specialty 1 General
Business Type Corporation Specialty 2 Unused
Parent Company
Other Associated Licenses
License
Name
Type
Specialty
1
Specialty
2
Effective
Date
Expiration
Date
Status
APEXCL'024B0
APEX CONSTRUCTION
LLC
Construction
Contractor
General
Unused
1/20/1998
1/4/2003
Archived
OLYMPVC055MPCONST
CONSTRUCTION INC
CONSTRUCTION
Construction
Contractor
General
Unused
7/17/1995
9/30/1998
Archived
OLYMPVC054R9
OLYMPIC VIEW
CONSTRUCTION
Construction
Contractor
General
Unused
12/29/1994
9/30/1995
Archived
ANDERC'086B2
ANDERSON
CONSTRUCTION
Construction
Contractor
General
Unused
1/22/1992
1/22/1995
Archived
Business Owner Information
Name
Role
Effective Date
Expiration Date
ANDERSON, GARY
Cancel Date
01/01/1980
Bond Amount
ANDERSON, PEGEEN
3
01/01/1980
6382694
Bond Information
Page 1 of 2
Bond
Bond Company Name
Bond Account Number
Effective Date
Expiration Date
Cancel Date
Impaired Date
Bond Amount
Received Date
3
oERICAN STATES INS
6382694
12/16/2005
Until Cancelled
$12,000.0011
/01/2005
2
DEVELOPERS SURETY
Et INDEM CO
445696C
12/16/2001
Until Cancelled
02/06/2006
$12,000.0012/22
/2005
Assignment of Savings Information No records found for the previous 6 year period
Insurance Information
Insurance
Company Name
Policy Number
Effective Date
Expiration Date
Cancel Date
Impaired Date
Amount
Received Date
12
LIBERTY
NORTHWEST
INS CORP
BH053575320
12/16/2010
12/16/2011
$1,000,000.00
10/08/2010
11
0010 CABINS
BH053575320
12/16/2008
12/16/2010
$1,000,000.0011
/06/2009
10
0010 CAS INS
BH053575320
12/16/2007
12/16/2008
$1,000,000.00
12/12/2007
9
FIRST
SPECIALTY INS
CORP
FGL22900572600
12/16/2005
12/16/2007
$1,000,000.00
12/15/2006
8
FIRST MERCURY
INS CO
FMIL000270
12/16/2004
12/16/2005
$1,000,000.00
12/23/2004
https://fortress.wa.gov/lni/bbip/Printaspx
11/15/2010
e$f 1.4444
�! am
Log
fiPitt. ¢ .. } �`
wta
?4
h!r � , 1 • �''���j,/
?Vey, . �► V i Att...) �wlR7+ �T►7 i . r".. ni
. • ,. . ,,„w„,, t ki:4.624417.*Iii. 4441Z%
°r 1 CITY OF TUKWILA
A I, P R 0.y E D