HomeMy WebLinkAboutPermit D07-259 - TERRACE APARTMENTS - BUILDING A DECK REPAIRTERRACE APARTMENTS
BLDG A
13705 56 AV S
D07 -259
Parcel No.: 0003000008
Address: 13705 56 AV S TUKW
Suite No:
Cityf Tukwila
Tenant:
Name: TERRACE APARTMENTS, BLDG A
Address: 13705 56 AV S , TUKWILA WA
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
Owner:
Name: TERRACE APTS
Address: 14240 INTERURBAN AVE S #212 , TUKWILA WA 98168
Phone:
Contact Person:
Name: MIKE MAECHLER
Address: 250 4 AV S, STE 200 , EDMONDS WA 98020
Phone: 425 778 -8500
DEVELOPMENT PERMIT
Contractor:
Name: STEINVALL -WEBER CONSTRUCTION SERVICES INC
Address: P 0 BOX 2458 , KIRKLAND WA 98083
Phone: 425 - 867 -3000
Contractor License No: STEINWC011OP
Expiration Date: 03/10/2009
DESCRIPTION OF WORK:
INVESTIGATE DRYROTTED MEMBERS AND PREPARE DEFERRED SKETCHES FOR REPAIR FIXES.
Value of Construction: $16,500.00
Type of Fire Protection:
Type of Construction:
Fees Collected: $575.57
International Building Code Edition: 2006
Occupancy per IBC: 0021
* *continued on next page **
Permit Number: D07 -259
Issue Date: 07/19/2007
Permit Expires On: 01/15/2008
doc: IBC-10/06 D07 -259 Printed: 07 -19 -2007
Public Works Activities:
Channelization / Striping: N
Curb Cut / Access / Sidewalk / CSS: N
City oTukwila
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: D07 -259
Issue Date: 07/19/2007
Permit Expires On: 01/15/2008
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: N
Permit Center Authorized Signature:
The granting
constructi
Print Name:
doc: IBC-10 /06
Signature: Date:
TioJ
Date: — 7 — Ii — O7
I hereby certify that I have read and examined this permit and know the same to be true and correct. All provisions of law and ordinances
governing this work will be complied with, whether specified herein or not.
oes not presume to give authority to violate or cancel the provisions of any other state or local laws regulating
ce of work. - authorized to sign and obtain this development pe t.
(l 07
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.
D07 -259 Printed: 07 -19 -2007
Parcel No.: 0003000008
Address:
Suite No:
Tenant:
13705 56 AV S TUKW
TERRACE APARTMENTS, BLDG A
1: ** *BUILDING DEPARTMENT CONDITIONS * **
doc: Cond -10/06
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
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: 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: Notify the City of Tukwila Building Division prior to placing any concrete. This procedure is in addition to any
requirements for special inspection.
6: All wood to remain in placed concrete shall be treated wood.
7: There shall be no occupancy of a building until final inspection has been completed and approved by Tukwila building
inspector. No exception.
8: Remove all demolition rubble and loose miscellaneous material from lot or parcel of ground, properly cap the sanitary
sewer connections, and properly fill or otherwise protect all basements, cellars, septic tanks, wells, and other
excavations. Final inspection approval will be determined by the building inspector based on satisfactory completion of
this requirement.
9: All construction noise to be in compliance with Chapter 8.22 of the City of Tukwila Municipal Code. A copy can be
obtained at City Hall in the office of the City Clerk.
10: All electrical work shall be inspected and approved under a separate permit issued by the City of Tukwila Building
Department (206- 431 - 3670).
11: 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 **
Permit Number:
Status:
Applied Date:
Issue Date:
D07-259
ISSUED
07/12/2007
07/19/2007
D07 -259 Printed: 07 -19 -2007
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
Signature:
�
Print Name: (
Date:
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.
ordinances governing
or local laws regulating
doc: Cond -10/06 D07 -259 Printed: 07 -19 -2007
4
l
L SITE LOCATION -
CITY OF TUKWILA
Community Development Department
Public Works Department
Permit Center
6300 Southcenter Blvd., Suite 100
Tukwila, WA 98188
http://www.cltukwila.wa.us
Building Permit No. -1)6(4--11
Mechanical Permit No.
Plumbing/Gas Permit No.
Public Works Permit No
Project No. P01-
(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 **
ri o ,' Assessor's Tax No.: 000S000OOScq
S o
Site Address . 137 � �o''- ` 4-tie � � rT Sui te Number: Floor:
pp����� Q New Tenant: El Yes 5.1..No
.a�l�/7
Property Owners Name: .66 rod P6247P t1
s , iift9 / 27 /hf
Mailing Address:
Tenant Name:
Contact Person: O N -3 41JJSOJ
Company Name:
P A4195 DI Po /rJ7 f-oftte7S V
--
CONTACT PERSON - who do we contact when your permit is ready to be issued
Name: 1.4 ire MEC4L Z Day Telephone( >11 O en
Mailing Address: 2-60 4 "r/ ,4 SUf1 i pkOAi b S JA CROW
City State Zip
E -Mail Address: MI 1 C JI tQ C.5...ekt f N eet i VI."i:.C4Jh'l Fax Number: (AA 11S" " CS-54
GENERAL CONTRACTOR INFORMATION —
(Contractor Information for Mechanical (pg 4) for Plumbing and Gas Piping (pg 5))
Company Name: S1 .i P VALL C STIL4C CTIOAJ CE -V 1C-VS / � .
Mailing Address: ! - Vo)' 2-45$ K e irat3
City State Zip
Day Telephone: (42' TS61 "
E -Mail Address: or Ii v\ j .4e iY1.Va,,\ C-o+h
Contractor Registration Number: 5-re W C ps I ) ts.Q P
78 20 /
City State Zip
Fax Number: ( 3 - 34
Expiration Date: 3 l 10/09
ARCHITECT OF RECORD - All plans must be wet stamped by Architect of Record
/ A
Mailing Address:
Zip
State
City
Contact Person: Day Telephone:
E -Mail Address: Fax Number:
ENGINEER OF RECORD - All plans must be wet stamped by Engineer of Record
Company Name: C ( GJ OJ G3i3l? (1i G , /
Mailing Address: 25c) 4Th �{ t1 >a- csI S 2 aP*WPi IA JA geoze
City State Zip
Day Telephone: (4 Sd
(4. � $ 63
Contact Person: // fife- 1 (Apr4gw- tz __
E -Mail Address: ( C_.014 'i ✓4Qet'►v - C" Fax Number:
Q: Applications\Forms- Applications On Line 3.2006 - Permit Application.
Revised: 9 -2006
bh
Page 1 of 6
FIRE PROTECTION/HAZARDOUS MATERIALS:
❑ Sprinklers ❑ Automatic Fire Alarm
Q:\Applications\Fonns- Applications On Line\3 -2006 - Permit Application.doc
Revised: 9 -2006
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BUILDING PERMIT INFORMATION - 206 - 43670
Valuation of Project (contractor's bid price): 110=0 /� Existing Building Valuation: $
Scope of Work (please provide detailed information): fief CF ) 14 AN NIA r Lc
VpA 1, ( i (' f ipi..c.I3c S A5 iu
' . .IL:
.rst .
)J (Jva.57 t,A-r 7 2' ger reel hemp AN J P a-E . W112-
5Ve rcf.f 5 Fog- 12 N (IL "F-IX •
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 ft): Floor area of principal dwelling: Floor area of accessory dwelling:
*Provide documentation that shows that the principal owner lives in one of the dwellings as his or her primary residence.
Number of Parking Stalls Provided: Standard: Compact: Handicap:
Will there be a change in use? ❑ Yes ❑ No If "yes", explain:
❑ 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.
Page 2 of 6
Existing
Interior Remodel
Addition to
Existing
Structure
New
Type of
Construction per
IBC
Type of
Occupancy per
IBC
l Floor
2n Floor
3 Floor
Floors thru
Basement
Accessory Structure*
Attached Garage
Detached Garage
Attached Carport
Detached Carport
Covered Deck
Uncovered Deck
FIRE PROTECTION/HAZARDOUS MATERIALS:
❑ Sprinklers ❑ Automatic Fire Alarm
Q:\Applications\Fonns- Applications On Line\3 -2006 - Permit Application.doc
Revised: 9 -2006
bh
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BUILDING PERMIT INFORMATION - 206 - 43670
Valuation of Project (contractor's bid price): 110=0 /� Existing Building Valuation: $
Scope of Work (please provide detailed information): fief CF ) 14 AN NIA r Lc
VpA 1, ( i (' f ipi..c.I3c S A5 iu
' . .IL:
.rst .
)J (Jva.57 t,A-r 7 2' ger reel hemp AN J P a-E . W112-
5Ve rcf.f 5 Fog- 12 N (IL "F-IX •
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 ft): Floor area of principal dwelling: Floor area of accessory dwelling:
*Provide documentation that shows that the principal owner lives in one of the dwellings as his or her primary residence.
Number of Parking Stalls Provided: Standard: Compact: Handicap:
Will there be a change in use? ❑ Yes ❑ No If "yes", explain:
❑ 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.
Page 2 of 6
Date Application Accepted: �
w _
'TI
I Date Application Expires:
n '
a (U q
Staff Initials:
I
4
PERMIT APPLICATION NOTES — 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
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 OW N AIJ H RIZED AGENT:
Signature: t , ''��!
Print Name:
Mailing Address: 'LS' Ik AVt S 7-tr—C
QMpplications \For ms- Applications On LineU -2006 - Permit Application.doc
Revised: 9 -2006
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Day Telephone:
1311.04 ns
City
Date: 1141
(„'4 erso
State Zip
Page 6 of 6
RECEIPT NO: R07 -01934
Initials: JEM
User ID: 1165
Payee: TEE TERRACE
SET TRANSACTIONS:
Set Member Amount
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
007 -259 ' 58.00
D07 -260 58.00
D07 -261 58.00
D07 -262 58.00
TOTAL: 232.00
ACCOUNT ITEM LIST:
Description
PLAN CHECK - RES
SET RECEIPT
Payment Date: 09/11/2007
Total Payment: 232.00
SET ID: 0907 SET NAME: TERRACE APARTMENTS
TRANSACTION LIST:
Type Method Description Amount
Payment Check 00006744 232.00
TOTAL: 232.00
Account Code Current Pmts
000/345.830
TOTAL:
232.00
232.00
RECEIPT NO: R07 -01380
Payee: THE TERRACE
SET TRANSACTIONS:
Set Member Amount
ACCOUNT ITEM LIST:
Description
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: htip:/lwww.ci.tukwila.wa.us
SET RECEIPT
Initials: JEM Payment Date: 07/12/2007
User ID: 1165
D07 -259 575.57
D07 -260 575.57
D07 -261 575.57
D07 -262 575.57
TOTAL: 2,302.28
BUILDING - RES
PLAN CHECK - RES
STATE BUILDING SURCHARGE
Total Payment: 2,302.28
SET ID: 0712 SET NAME: TERRACE APARTMENTS
TRANSACTION LIST:
Type Method Description Amount
Payment Check 6635 2,302.28
TOTAL: 2,302.28
Account Code Current Pmts
000/322.100 1,384.40
000/345.830 899.88
000/386.904 18.00
TOTAL: 2,302.28
0295 07/13 9710 TOTAL 2302.2O
Projeg_t_
4 pe of Ins_pection:
/
Address:
/3 - 76 1* _.5 44,
Date Called:
Special Instructions:
/
Date
i
P.m.
Requester:
Phone No:
a7-255
INSPECTION RECORD
Retain a copy with permit
INSPECTION NO. PERMIT NO.
CITY OF TUKWILA BUILDING DIVISION
6300 Southcenter Blvd., #100, Tukwila, WA 981 88 (206)431-3
Approved per applicable codes. Corrections required prior to approval.
COMMENTS:
perNCI kpi e\O-
El $58.00 REINSPECTION FEE RE UIRED. Prior to inspection, fee must be
paid at 6300 Southcenter Blvd.. Suite 100. Call the schedule reinspection.
'Receipt No.:
'Date:
COMMENTS:
/ 1 �� n / 1 } ' �
,9PPi t' 9 t 4� /:3(J !` dq , p
`-' i, 7(f l' /(`' 9 1Jh/f l �
/ s 44i/°
0/1-23 / n
9 il
/Y7 /✓� j7'7' ,f62/1/,' �� 5 xh 7- /.,
/4.4.,e",q .-
Special Instructions:
Date Want d:
3 7..7 / / C��j
J3r ,
p.m.
Requester:
Phone No
' 6 -z (72 -
Protect:
/ Pr✓ e?el / / 1g/4 4
Type of Inspection:
/ i4 /
Address: ?
/'- /3705" s G 9vS
Date Called:
Special Instructions:
Date Want d:
3 7..7 / / C��j
J3r ,
p.m.
Requester:
Phone No
' 6 -z (72 -
INSPECTION RECORD
Retain a copy with permit
PERMIT NO.
CITY OF TUKWILA BUILDING DIVISION
6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670
1
INSPECTION NO.
0 Approved per applicable codes.
0$
pector:
A/I.f !
8.00 INSPECTION FEE REQUI1RED. Prior t Inspection, fee must be
aid 6300 Southcenter Blvd.. Su)jte T00. Ca the schedule reinspection.
J ReceiPfNo.:
'Date:
Do 7-Z59
Corrections required prior to approval.
Date:
3) t
Projec
'4, ✓✓mil '''P
Type o coon:
,�,, 1z,
—
Ad l ,s ‘
5 ,
Date Called:
Special Instructions:
Date Wanted:
/ / / �7� 2 7
a.m.
p.m.
Requester:
Phone No:
INSPECTION RECORD / op7 zs
Retain a copy with permit i
INSPECTION NO. PERMIT NO.
CITY OF TUKWILA BUILDING DIVISION •f'
6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3
proved per applicable codes. E1 Corrections required prior to approval.
COMMENTS:
'Inspector:
'Date: / /
$58.00 REINSPI ' N FEE REQUIRED. Prior to inspection, fee must be
paid at 6300 S Blvd., Suite 100. Call the schedule reinspection.
'Receipt No.:
'Date:
�9�
Prcie •
ft
Type of Inspection:
/--- AW/4/ - 6
A dress:
/3 7�
5 $
Date Called:
Special Instructions:
_
Date Wantecj: y
a.
Requester:
4-
Phone No:
S 2 -H - ,5 - Ct - / z a5
,
INSPECTION RECORD
Retain a copy with permit
INSPECTION NO. PERMIT NO.
CITY OF TUKWILA BUILDING DIVISION I R'
6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431-36
Approved per applicable codes. 2 Corrections required prior to approval.
COMMENTS: y
i lpspictor:
AJ 5
1 11
Date:
INSPECTION FEE REQUIRED. Prior to inspection. fee must be
6300 Southcenter Blvd.. /Suite 100. Call the schedule reinspection.
eipt No.: 'Date:
It
" UV 4'7".
•
Permit No.
Man reAew approval Is sit to snits and omtntora
01 ` COQ documents doe3 not authorize
City of TUkwita
BUILDING DIVISION
1' -6"
MIN.
9
the violation cf any ... ... _
of approved F c •
nd:Uons Is acknowledged:
1 LI•_
REVISIONS
No changes shall be made to the scope
of work without prior approval of
Tukwila Building Division.
i NOTE: Revisions will require a new plan submittal
I and may include additional plan review fees.
REVISION N0.1
Doi-
TYPICAL DECK REPAIR PLAN
SCALE: 1 /4" = 1' -0"
PLOT DATE: 06 /01/07 FILE NAME: S5 -1kg
5' -0"
REMOVE DRY —ROT DAMAGED
RIM JOIST AND FASCIA BOARD
W/ PRESSURE — TREATED LIKE
KIND MEMBERS AS NEEDED
EX. 4x4 P
TO REMAIN
REL
AUG 31 Zuui /
' PERMIT CENT
D IEWED FOR
CODE COMPLIANCE
TS APPROVED
AUG - 7 20Q7
TREAT ALL EX. DRY —ROT
DAMAGED JOISTS TO KILL MOLD
AND REPLACE W/ 2x10 HF #2
NOTE:
REFER TO OBSERVATION
REPORTS FOR LOCATIONS OF
DAMAGED FRAMING MEMBERS
I EXPIRES: 9/5/2009 I
TERRACE APARTMENTS DRY ROT REPAIR
13705, 13725, 13745, 13765 56TH AVE. S
TUKWILA, WA. 98188
DATE
PROJECT NO.
SCALE
DRAWN BY
CHECKED BY
APPROVED BY
08/29/07
07146.10
1/4' = 1' -0
4
/4
�rM
GAG
DRAWING NO.
S S -
ENGINEERING IT
250 N AVE. S., SURE 200
EDMONDS, WASHINGTON 98020
PHONE (425) 778 -8500
FAX (425) 776 -5536
TmE
TYPICAL DECK REPAIR PLAN -
•
Permit No.
Man reAew approval Is sit to snits and omtntora
01 ` COQ documents doe3 not authorize
City of TUkwita
BUILDING DIVISION
1' -6"
MIN.
9
the violation cf any ... ... _
of approved F c •
nd:Uons Is acknowledged:
1 LI•_
REVISIONS
No changes shall be made to the scope
of work without prior approval of
Tukwila Building Division.
i NOTE: Revisions will require a new plan submittal
I and may include additional plan review fees.
REVISION N0.1
Doi-
TYPICAL DECK REPAIR PLAN
SCALE: 1 /4" = 1' -0"
PLOT DATE: 06 /01/07 FILE NAME: S5 -1kg
5' -0"
REMOVE DRY —ROT DAMAGED
RIM JOIST AND FASCIA BOARD
W/ PRESSURE — TREATED LIKE
KIND MEMBERS AS NEEDED
EX. 4x4 P
TO REMAIN
REL
AUG 31 Zuui /
' PERMIT CENT
D IEWED FOR
CODE COMPLIANCE
TS APPROVED
AUG - 7 20Q7
TREAT ALL EX. DRY —ROT
DAMAGED JOISTS TO KILL MOLD
AND REPLACE W/ 2x10 HF #2
NOTE:
REFER TO OBSERVATION
REPORTS FOR LOCATIONS OF
DAMAGED FRAMING MEMBERS
I EXPIRES: 9/5/2009 I
G 4m,
TERRACE APARTMENTS DRY ROT REPAIR
13705, 13725, 13745, 13765 56TH AVE. S
TUKWILA, WA. 98188
DATE
PROJECT NO.
SCALE
DRAWN BY
CHECKED BY
APPROVED BY
06/29/07
07146.10
3/4" = 1 -0'
MGV
MfM
GAG
DRAWING NO.
SS-2
0
ENGINEERING
ED OH 5, WASHINGTO al200
PHONE (425) 778-8500
FAX (425) 778-5536
r
TYPICAL DECK SECTION
TREAT DRY —ROT TO KILL MOLD
AND SISTER P.T. 2x10 HF #2.
RIP TO MATCH EX. DECK SLOPE
PROVIDE 2x BLKG.
AT HANDRAIL
POST LOCATIONS
REPLACE DRY —ROT DAMAGE
FASCIA W/ LIKE KIND 8d TOE— NAILED
SIMPSON A35 AT ®6" O.C.
REPLACE DRY —ROT EA. SISTERED SIMPSON LTP4
DAMAGED 2x8 RIM JOIST 10d COMMON
JOIST W/ LIKE KIND NAILS, TYP.
PLOT DATE: 8/23/07 FILE NAME: SS -241r9
•
•
•
TYPCIAL DECK SECTION
SCALE: 3/4" = 1' -0"
WY. 2' -6" MIN. OF
EX. JOIST NOT DAMAGED
3" 3"
/ / /
— " c i
a O
�CV
RECEIVE
AUG 312007
PERMIT CENTEF,
REMOVE EX. BLKG. FOR
SISTERING OF JOIST &
REPLACE IN LIKE KIND
1' -6"
MIN.
a
U
O
M
I EXPIRES: 9/5/2009
Project: Terrace Apatrtments Dry
Rot Assessment c.
Job No.: 07146.10 . =e
Field Rep.: Greg Guillen, P8, SE,
Mike Maechler, EIT • is
Report No.: 2
Date of Observation: 08/15/07
Location: 137005 56 Ave S
Tukwila, WA
Purpose of Site Visit: Assess dry-
rot damage
Client/Owner:
General Contractor: Steinvall
Weber Construction
0
ENGINEERING
0 4th Ave. South
e 200
dmonds, WA 98020
hone: 425.778.8500
425.778.5536
Pr
PI:n FIELD O BSERV
BUILDING A
• Room 200
• Replace 6 feet of rim board
• Sister (3)
• Rooms 202/203
• Sister (1)
• Replace 4 feet + 4 feet of rim board
• Rooms 204/205
• Replace 4 feet of rim board
• Rooms 206/207
• Replace 12 feet of rim board
• Sister (1)
• Room 211
• Replace 12 feet of rim board
• Sister (1)
• Rooms 300/301 (stair)
• Sister (1)
• Rooms 302/303
• Replace 6 feet of rim board
• Rooms 303/304
• Replace 8 feet of rim board
• Room 304
• Replace 12 feet of rim board
•• Room 306 to 307 (stair)
• Replace 30 feet of rim board and fascia
• Sister (13)
• Room 311
• Replace 6 feet of rim board
FILE copy
REVIEOMPLIAWED FOR
N E
CODE C
APPROVED
OVEO
AUG - '7 2407
A
A S II
C
Of
BUILDIN
ukwila
-,
REVISION NO±L
RED ' VED
AUG 312007
PERMIT CENTER
Field Observation Report #1 August 15, 2007
Terrace Apartments Dry Rot Assessment Page 2
• Sister (2)
BUILDING D
• Room 200
• Treat mold
• Stair Tower — replace plywood in (3) locations
• Rooms 200/201 (between)
• Sister (1) with new hanger or clip at end
• Sister (2) with clip at end, remove extra hanger
• Sister PT HF, notch around wiring
• Room 201
• Treat mold
• Room 205 /206 /Stair tower
• Treat mold
• Typ. All — Spray and primer all exterior and new joists and plywood
• Room 206/207
• Treat mold (away from vent - likely from crack n concrete)
• Room 208/209
• Treat mold (away from vent - likely from crack n concrete)
• Room 209/210
• Treat mold (away from vent - likely from crack n concrete)
• Sister (7)
• Replace plywood in several locations
• Room 210 /Stair
• Replace 6 feet of rim board
• Room 311
• Replace 15 feet of fascia
• Stair Tower
• (2) Individual joists to be replaced
• (6) consecutive to be replaced
• Replace all of rim & fascia with P.T.
• Rooms 309/310
• Replace 12 feet of rim board
• Room 309
• Sister (1)
• Rooms 308/309
• Replace 6 feet + 8 feet of rim board
• Sister (3) + (3)
• Room 307 /Stair
• Replace 20 feet of rim board
• Sister (6)
• Rooms 305 /306 /Stair
• Sister (8)
o
AUG 31 2001
PERM' GE s L
Field Observation Report #1 August 15, 2007
Terrace Apartments Dry Rot Assessment Page 3
• Replace all rim & fascia
• Replace plywood
• Rooms 304/305
• Sister (5)
• Replace 8 feet of rim board
• Replace plywood
• Rooms 304/303
• Replace 4 feet + 4 feet of rim board
• Sister (3)
• Rooms 303/302
• Sister (3)
• Replace 6 feet of rim board
• Replace plywood
• Room 302
• Replace 8 feet of rim board
• Sister (2)
• Replace plywood
• Room 301
• Replace plywood
• Stair Okay
• Room 300
• Sister (2)
• Rooms 401/402
• Replace 24 feet of fascia
• Rooms 406
• Sister (1) at roof hatch
DISCLAIMER
This observation was performed on August 15, 2007 and is the professional opinion of CG Engineering
PLLC based on the information available during this assessment or evaluation. This report does not
warrant or guarantee that all conditions were discovered at the time of the observation or evaluation. This
report was prepared subject to the standard of care applicable to professional services at the time the
services were provided.
AUG 31MT
fL
05/04(2175 1 /:Jii 4L009
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24
ID:CG ENGINEERING
GLASRAIL POST
INSERT MTG BRIT
3/8" X 2" GALVANIZED
WASHER (SPACER)
1/16" EPDM WASHER
Hat, vv
4215 -- A Russell Rd
Mukllteo, WA 98275
425-349-3606
EW
CODE COMPLIANCE
APPROVE
AUG _ 21
Ci ' Of Tukwila
B IIDING DIVISION
--- GLASRAIL 4X4 POST
1" HOLE PLUG .
3/8" X (1" PLATED LAG SCREW
HOLE PLUG
• USE SPACERS AS RC
TO PLUMB UP POSTS
RECrTJED
AUG 312007
PERMIT CENTEh
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systern coniltlied wirb ffie per£caxstant;e reguireme nts of the following re 'rrrence. buitditrg s nidnrdt
boss S .8 ting 945ciala :and-C'od$ Ad orators piretencbaASC 405)
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end attachments anly,
Laboratories In Pcnnsytvanick, Mtnnesotn & Cattfarn1a.
AUG 31 1uu t
PER v +l I i L. •
ID:CG ENGINEERING Page:009 'R =97%
EY Thomas E. Hammond, P.F., S.S.
President
Thomas E. Hammond, P.E., Inc.
13727 NE 74 Street
Redmond, WA 98052-4037
In all three load tests, the guardrall system being tested, did not reach failure. In all cases, the member(s) being
loaded returned to their original alignment, showing no signs of damage.
For Tests #1 and #2, the 200# point load met a portion of the building code requirement. A point load of 250# is
equivalent to the other code requirement of 50f#/ft for the 10' spans used in the tests. Test #r3 reached four times the
50# code requirement before testing was terminated.
We trust that this information wil be adequate for your needs. Please call if you have any questions.
Respectfully,
THOMAS E. HAMMOND, P.E., INC.
JUL -11 -2007 10:58AM From:
(X 4 5a 07 JUNE ACIO 6,
Pb. 425/882 -2265; Fax 425/869.9419 page 2 of2
tehatnmond®,prod igy.n et
AUG 31 2uu
ID:CG ENGINEERING Pase:010 R =97%
Structural Calculations
FOR
FILE cow
Terrace Apartments pc?...x r'=• �.
Dry Rot Repairs Pi
13705, 13725, 13745, 13765 50 Ave S.
Tukwila, WA 98188 •
EXPIRES 9 / 5 / 2c I
CG Engineering Project No. 07146.10
August 29, 2007
REVIEWED FOR
CODE COMPLIANCE
APP OVE
pUG
- 1 20!1
IL' .
" Of Tuloda
B IWI 4 DM-
REVISION N0. IL
ENGINEERING
250 4 Avenue S, Suite 200 .
Edmonds, WA 98020
(425) 778 -8500
boi 2S?
REC . EE
AUG 31 2007
PERMi I CENTEr
PROJECT DESCRIPTION
This project involves the repair of existing cantilevered deck joists which have been damaged by dry rot caused by moisture.
The project is located at the Terrace Apartments (Bldgs A,B,C, &D) 13705, 13725, 13745, 13765 56th Ave S. in Tukwila, WA
98188. Other framing components will need to be repaired, such as: pieces of plywood, rim board, fascia, and handrails. The
handrails are designed by others, and the manufacturer will provide the specs and calculations for them.
SCOPE OF WORK
Provide structural design and sketches for repair of damaged framing members associated with the decks.
DESIGN CRITERIA 2006 IBC, 2006 IEBC
Gravity Loads:
Dead:
SUMMARY
24 PSF
Live: Exit Balcony 100 PSF
Residential Occ. 40 PSF
r . ' °' EL
AUG 31 2007
PERMIT CENTEb
The dry rot damage to the existing balcony framing on all (4) buildings has been assessed by CG Engineering. The required
repairs have been itemized in the Field Observation Reports #1 and #2. The moisture damage was mainly caused by improper
venting of bathroom vents into the joist space, as well as some cracking of the concrete topping. The vents will be re- routed out
the end of the joist space through 4" diameter vent holes through the rim and fascia. The concrete cracks will be sealed. The
damaged joists are 2x10's at 16" o.c., the tops of which are sloped from the wall support down to 2x8 size at the rim. We found
that the extent of the dry rot in the joists was limited to no more than 2' -6" from the rim. By killing the existing mold, the
remaining 2' -6" of existing joist can be saved and continue to carry the moment force from the cantilever. New 2x10 joists will
be sistered on the full length of the cantilever, and extend l' -6" into the floor space. The sistered joist will carry the remaining 2'-
6" of load on the end of the cantilever that can not be carried by the rotted portion of existing joist. The damaged protions of rim,
C C'
0
ENGINEERING -
250 4th Ave S
Suite 200
Edmonds, WA 98020
Terrace Apartments
Dry Rot Repair
13705, 13725, 13745, 13765 56th Ave S.
Tukwila, WA 98188
MTM
Chkd
Scale
lob No.
07146.10
Date
8/29/2007
Date
Sheet No.
LoAbS
. Balcon y
2y C,/ -(- 22 SF=
<-1)F7-17 OD AR 2-2-TS F
t /2"
Ex7 Iolz- /T FAuOu y -
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t _ . X (S T . 1 3 A 1 L o m ri 3 1ST S
W - (24 ( = (32- +i3S ")PL
NEB) S S`1' Ob '1 Sr5
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J d A. mar L
AUG 31 2007
PERMIT CENTEF
ENGINEERING
250 4th Ave. South
Suite 200
Edmonds, WA 98020
Description
tL�1 6 N 2.._01k0 S
Sot ST C view-5
Project
Ti A P T C.
B y 1 7 i
Checked
Scale
Job No.
Date /o
Date
Sheet No.
ii ' %%'ood Wo r k s®
SOFTWARE FOR WOOD DESIGN
COMPANY
CG Engineering, PLLC
Edmonds, WA
Aug. 3, 2007 08:46:19
PROJECT
R.ku G f ,Y
Ex
Design Check Calculation Sheet
Sizer 2004
LOADS: ( lbs, psf, or plf )
Load
Type
Distribution
Magnitude
Start End
Location [ft]
Start End
Pattern
Load?
Loadl
Load2
Load3
Load4
Dead
Live
Live
Dead
Partial Area
Partial Area
Partial Area
Partial Area
24.00 (16.0)*
100.00 (16.0)*
40.00 (16.0)*
15.00 (16.0)*
10.00 15.00
10.00 15.00
0.00 10.00
0.00 10.00
No
Yes
Yes
No
*Tributary Width (in)
MAXIMUM REACTIONS (Ibs) and BEARING LENGTHS (in) :
0
0 ' 10' 5'
Dead
Live
Uplift
Total
Bearing:
LC number
Length
Cb
72
266
94
339
337
1099
1436
3
1.0
1.00
2
1.2
1.32
1
0.0
0.00
Lumber -soft, D.Fir -L, o. x10"
Spaced at 16" c/c; Self Weight of 3.3 plf automati . • •e• in loads;
Lateral support: top= full, bottom= at supports; Repetitive factor: applied where permitted (refer to online help); Load combinations: ICC -IBC;
•
This section FAILS the design check
WARNING: This section violates the following design criteria: Bending;
SECTION vs. DESIGN CODE NDS -2001: ( stress =psi, and In )
Criterion
Analysis Value
Design Value
Analysis /Design
V 3 i
�/
as
Shear
Bending(+)
Bending(-)
Deflection:
fv = 78
fb = 920
fb = 1181
Fv' = 180
Fb' = 12
Fb' _
fv /Fv' = 0.43
fb /Eb' = 0.
fb /Fb' _ •4
Interior Live
Total
Cantil. Live
Total
0.11 = <L/999
0.10 = <L/999
0.39 = L /153
0.47 = L/126
0.33 = L/360
0.50 = L/240
0.33 = L /180
0.50 = L /120
0.32
0.21
1.18
0.95
ADDITIONAL DATA: L ���or�`�
FACTORS: . (Cc>ur G A-r 4 G'��
FACTORS: F CD CM Ct CL Cfu Cr Cfrt Ci Cn LC# p
Fb'+ 1000 1.00 1.00 1.00 1 1.100 1.00 1.15 1.00 1.00 - 3 cfI/ : f /
S��' . T
Fb'- 1000 1.00 1.00 1.00 1.100 1.00 1.15 1.00 1.00 - 4
Fv' 180 1.00 1.00 1.00 - - 1.00 1.00 1.00 2 + �'(� e__ 12-Ai
Fcp' 625 - 1.00 1.00 - - - - 1.00 1.00 - -
E' 1.7 million 1.00 1.00 - - - - 1.00 1.00 - 4
Bending( +): LC# 3 = D +L (pattern: L_), M = 749 lbs -ft it.°
rt
Bending( -): LC# 4 = D +L (pattern: L), M = 2106 lbs -ft
Shear : LC# 2 = D +L, V = 842, V design = 722 lbs AUG 3 1 ZUU7
Deflection: LC# 4 = D +L (pattern: _L) EI= 168.18e06 lb -in2
Total Deflection = 1.50(Dead Load Deflection) + Live Load Deflection. t�
(D =dead L =live S =snow W =wind I= impact C= construction CLd= concentrated) PERMIT GENIE
(All LC's are listed in the Analysis output)
(Load Pattern: s =S /2, X =L +S or L +C, _=no pattern load in this span)
DESIGN NOTES:
1. Please verify that the default deflection limits are appropriate for your application.
2. Continuous or Cantilevered Beams: NDS Clause 4.2.5.5 requires that normal grading provisions be extended to the middle 2/3 of 2 span
beams and to the full length of cantilevers and other spans.
3.Sawn lumber bending members shall be laterally supported according to the provisions of NDS Clause 4.4.1.
4. The critical deflection value has been determined using maximum back -span deflection. Cantilever deflections do not govern design.
I Vood Wo r ks
SOFTWARE FOR WOOD DESIGN
COMPANY
Ed CG Engineering, PLLC
Edmonds, WA
Aug. 24, 2007 07:47:09
PROJECT
Sistered !oicts.wwb
Design Check Calculation Sheet
Sizer 2004
LOADS: ( lbs, psf, or plf )
Load
Type
Distribution
Magnitude
Start End
Location (ft)
Start End
Pattern
Load?
Loadl
Load2
Dead
Live
Partial Area
Partial Area
24.00 (16.0)*
100.00 (16.0)*
0.00 3.00
0.00 3.00
No
Yes
*Tributary Width (in)
MAXIMUM REACTIONS (Ibs) and BEARING LENGTHS (in) :
0 0 o
0' 3' 5' -3" 6-3"
Dead
Live
Uplift
Total
Bearing:
LC number
Length
Cb
199
758
957
707
54
207
261
1
0.0
0.00
2
1.0
1.58
1
0.0
0.00
2
1.0
1.00
Lumber -soft, D.Fir -L, No. Q.
Spaced at 16" c/c; Self Weight of 2.58 plf automati . y include. 'n loads;
Lateral support: top= full, bottom= at supports; Repetitive factor: applied where permitted (refer to o line help); Load combinations: ICC -IBC;
SECTION vs. DESIGN CODE NDS -2001: ( stress =psi, and in )
Criterion
Analysis Value
Design Value
Analysis /Design
- S( G t� ` �� �
,L-E z u. ' S ( -k0
FOv.- J- SLoi
S.X $ Ic -- c.z9,3 s 2tX
user) ? o Au kL;'� 1
S ISTeu (� TG1i C .
Shear
Bending ( +)
Bending( -)
Deflection:
Interior Live
Total
Cantil. Live
Total
fv = 62
fb = 238
fb = 689
Fv' = 180
Fb' = 1242
Fb' = 1206
fv /Fv' = 0.35
fb /Fb' = 0.19
fb /Fb' = 0.57
0.00 = <L/999
0.00 = <L/999
0.06 = L/644
0.08 = L/464
0.07 = L/360
0.11 = L/240
0.20 = L /180
0.30 = L /120
0.04
0.04
0.28
0.26
ADDITIONAL DATA:
FACTORS: F CD CM Ct CL CF Cfu Cr Cfrt Ci Cn LC#
Fb'+ 900 1.00 1.00 1.00 1.000 1.200 1.00 1.15 1.00 1.00 - 2
Fb'- 900 1.00 1.00 1.00 0.971 1.200 1.00 1.15 1.00 1.00 - 2
Fv' 180 1.00 1.00 1.00 - - - - 1.00 1.00 1.00 2
Fcp' 625 - 1.00 1.00 - - - - 1.00 1.00 - - r'v r
E' 1.6 million 1.00 1.00 - - - - 1.00 1.00 - 2 --�
Bending( +): LC# 2 = D +L, M = 260 lbs -ft AUG 3 1 2007
Bending( -): LC# 2 = D +L, M = 755 lbs -ft
Shear : LC# 2 = D +L, V = 454, V design = 452 lbs
Deflection: LC# 2 = D+L EI= 76.21e06 lb -in2 PERMIT CtN I E;-
Total Deflection = 1.50(Dead Load Deflection) + Live Load Deflection.
(D =dead L =live S =snow W =wind I= impact C= construction CLd= concentrated)
(All LC's are listed in the Analysis output)
(Load Pattern: s =S /2, X =L +S or L +C, _=no pattern load in this span)
DESIGN NOTES:
1. Please verify that the default deflection limits are appropriate for your application.
2. Continuous or Cantilevered Beams: NDS Clause 4.2.5.5 requires that normal grading provisions be extended to the middle 2/3 of 2 span
beams and to the full length of cantilevers and other spans.
3. Sawn lumber bending members shall be laterally supported according to the provisions of NDS Clause 4.4.1.
4. The critical deflection value has been determined using maximum back -span deflection. Cantilever deflections do not govern design.
S
1..IV VJ .-VV. 1V.VV . . V... ••
ENGINEERING
To Jim Dunaway, Senior Building Inspector, City of Tukwila
From: Greg Guillen, PE, SE, Principal, CG Engineering
cc:
Date: October 3, 2007
250 a"' Avenue South. Suite 200. Edmonds, WA 98020
Office: 425/778 -8500 — Fax 425/778 -553f
Page 1 of 2
Memo
Re: Terrace Apartments Dry Rot Repairs (City of Tukwila Permit No.'s 007 -259, 007 -260.
D07- 261, & D07 -262)
The purpose of this memo is to affirm that the dry rot repair methods being implemented at the Terrace
Apartments are sufficient to ensure structural integrity of the cantilevered decks at each the four
buildings.
The Terrace Apartments are located at 13705, 13725, 13745, & 13785 56 Ave S. in Tukwila,
Washington, and were constructed in 1969. The exterior exit decks were showing signs of water -
damaged wood framing members. Specifically, joists, rim, fascia, and small portions of plywood were
damaged. The general contractor removed the existing ceiling soffit board to determine the extent of
the dry rot. We met on site with the contractor to evaluate the condition of every wood framing member
of the cantilevered decks on each of the four buildings. A screwdriver was used to prod the discolored
joists to determine the severity of the dry rot. We found that the worst -case joists were only rotten on
the outer half of the cantilevered portion of the joists. Thus, the un -rotten portion of the joist was still
providing structural support at the point of maximum flexural stress (Le. at the exterior bearing wail).
The solution was to first treat all of the existing dry rot with a treatment that would kill the mold. The
general contractor, Steinvall -Weber Construction Services, Inc. (SWCSI), consulted a mold remediation
company, Environix, for proper treatment of the mold. After all wood framing members comprising the
deck were treated for mold, the structural repairs would begin. New pressure- treated joists were to be
sintered on at the locations itemized in Observation Reports 1 & 2. The new joists were to be nailed to
the existing joists at the structurally sound portion of the joist, as well as at a distance of 18- inches from
the bearing wall into the floor space (Refer to structural detail sheet SS-2, as well as structural
calculations package for further information). The rotten portions of rim and fascia boards could easily
be replaced in like kind, since they do not support any gravity loads. The plywood patches were small
enough that they did not require replacing entire sheets of plywood under the existing concrete topping.
CG Engineering was contracted to provide structural design and details for the repair of water damaged
deck framing members to ensure safety of the occupants in accordance with the 2006 International
Building Code. Treating the mold is the responsibility of the general contractor. It is our opinion that the
general contractor has taken the appropriate steps to treat the mold by consulting a reputable mold
remediation company.
RECEIVED
OCT Q 3 X007
U&f. L7i?5q
DEF`ARTEm T
Terrace Apartments Dry Rot Repair; October 3, 2007
We will continue to monitor progress of the structural repairs during construction through site
observations. We recommend that SWCSI continue to consult Environix for remediation of any mold
that is discovered during the repairs.
• Page 2 of 2
ACTIVITY NUMBER: D07 -259 DATE: 08 -30 -07
PROJECT NAME: TERRACE APTS , BLDG A
SITE ADDRESS: 13705 56 AV S
Original Plan Submittal Response to Incomplete Letter #
Response to Correction Letter # X Revision # 1 After Permit Issued
DEPARTMENTS:
- k
Buil • f g Div ion igz
Public Works
DETERMINATION OF COMPLETENESS: (Tues., Thurs.)
Complete
TUES/THURS ROUTING:
Please Route
APPROVALS R CORRECTIONS:
Documents/routing slip.doc
2-28-02
PERMIT COORD COPY
PLAN REVIEW /ROUTING SLIP
Fire Prevention
Structural
Incomplete
Structural Review Required
CI
❑ Permit Coordinator
Planning Division
DUE DATE: 09 -04 -07
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
REVIEWER'S INITIALS: DATE:
DUE DATE: 10 -02 -07
Approved Approved with Conditions ❑ Not Approved (attach comments) ❑
Notation:
REVIEWER'S INITIALS: DATE:
Permit Center Use Only
CORRECTION LETTER MAILED:
Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials:
ACTIVITY NUMBER: D07 -259 DATE: 07 -12 -07
PROJECT NAME: TERRACE APARTMENTS, BLDG A
SITE ADDRESS: 13705 56 AV S
X Original Plan Submittal
Response to Correction Letter #
Response to Incomplete Letter #
Revision # After Permit Issued
DEPARTMENTS:
li
Buil ivision
Publi Works
1" 141
ETERMINATION OF COMPLETENESS: (Tues., Thurs.)
Complete El
Comments:
Permit Center Use Only
INCOMPLETE LETTER MAILED:
Departments determined incomplete: Bldg ❑
LETTER OF COMPLETENESS MAILED:
Fire ❑ Ping ❑ PW ❑ Staff Initials:
TUES/THURS ROUTING:
Please Route d Structural Review Required
REVIEWER'S INITIALS:
APPROVALS OR CORRECTIONS:
Approved ❑
Notation:
REVIEWER'S INITIALS:
Documents/routing slip.doc
2 -28-02
..PERMIT COORD COPY
PLAN REVIEW /ROUTING SLIP
Fire Prevention
Structural
Incomplete
Approved with Conditions
511 kik d -1
DATE:
DATE:
gut,
Planning Division ,I
Permit Coordinator
DUE DATE: 07-1 7-07
Not Applicable
No further Review Required
DUE DATE: 08-14 -07
Not Approved (attach comments) ❑
Permit Center Use Only
CORRECTION LETTER MAILED:
Departments issued corrections:
Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials:
Project Name:
Project Address:
Contact Person:
City of Tukwila
i
REVISION SUBMITTAL
Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through
the mail, fax, etc.
Date: 'T / 01- Plan Check/Permit Number: t O� 2 15 Ck
❑ Response to Incomplete Letter #
❑ Response to Correction Letter #
El Revision # 1 after Permit is Issued
❑ Revision requested by a City Building Inspector or Plans Examiner
Summary of Revision:
i pl c,e,L -Sot ST PLA AL) 1) ETA IL 1■1/
5 i R- uL - C L- C AL -k S A b .4 SS E'S R o -TS
Sheet Number(s): S S ) S S Z
"Cloud" or highlight all areas of revision including date of revisi
Received at the City of Tukwila Permit Center by:
I;HEntered in Permits Plus on e-30-0-7
\applications \forms- applications on line\revision submittal
Created: 8 -13 -2004
Revised:
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
t er c e A r-rS Re)T 1 -EVA t rLS
1S SG Ave S. 131_1) 6, A„
Steven M Mullet, Mayor
Steve Lancaster, Director
>i i k a Phone Number: C'4 2 ) �l � TS
RECE:1'F)
C1TV OF T!; WH J
fry 30 2007 :
PERMIT CENTEt;
Bond Information
Bond
Bond
Company
Name
Bond
Account
Number
Effective
Date
Expiration
Date
Cancel
Date
Impaired
Date
Bond
Amount
Received
Date
#3
CBIC
SA8645
02/15/2002
Until
Cancelled
$12,000.00
02/19/2002
#2
CBIC
SA8645
02/15/1998
02/15/2002
$6,000.00
Business Owner Information
Name
Role
Effective Date
Expiration Date
WEBER, WILLIAM
PRESIDENT
02/19/2002
STEINVALL, GARY R
SECRETARY
11/17/1999
Look Up a Contractor, Electrician or Plumber License Detail Page 1 of 2
Washington State Department of Labor and Industries
General/Specialty Contractor
A business registered as a construction contractor with L &I 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.
License Information
License
Licensee Name
Licensee Type
UBI
Ind. Ins. Account Id
Business Type
Address 1
Address 2
City
County
State
Zip
Phone
Status
Specialty 1
Specialty 2
Effective Date
Expiration Date
Suspend Date
Separation Date
Parent Company
Previous License
Next License
Associated License
STEINWC011QP
STEINVALL -WEBER CONST SRVC INC
CONSTRUCTION CONTRACTOR
601773798
CORPORATION
PO BOX 2458
KIRKLAND
KING
WA
980832458
4258673000
ACTIVE
GENERAL
UNUSED
11/17/1999
3/10/2009
GOLFRCI032KG
httnsl/fnrtress.wa.tlnv /lni/hhin/ nrinter .asnx ?T,icense= STETNWC011 OP 07/18/2007
By
MILECOPY
Permit No
Plan review approval Is subject to errors and omission.
Approval c; amstuctIon documents does not authorize
the vio!o:'cn c? • bad code or ordinance. Receipt
of app:': J , . i , d cond;tions -is acknowledged:
City of TLkwila
BUILDING DIVLSION
T1
0
Vi ce Gg
veithetst prier ,-,: - ne�'r�'•uns b
,zvisions will re�luir a n n s b,
t o `: a• include addli3ona1 p�
and m I
{ t reps I
r•.
�T 1ec,Cso*!k
C-
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F = CEI\JED
CI i J;_ T UKWILA
JUL 1' 2 7007
r,:',_93M li EN E
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