HomeMy WebLinkAboutPermit D07-261 - TERRACE APARTMENTS - BUILDING C DECK REPAIRTERRACE APTS, BLDG C
13745 56 AV S
D07.261
Parcel No.: 0003000008
Address: 13765 56 AV S TUKW
Suite No:
Cityk...)f Tukwila
Tenant:
Name: TERRACE APARTMENTS, BLDG C
Address: 13765 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
DEVELOPMENT PERMIT
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
Contractor:
Name: STEINVALL -WEBER CONSTRUCTION SERVICES INC
Address: P 0 BOX 2458 , KIRKLAND WA 98083
Phone: 425 -867 -3000
Contractor License No: STEINWC011QP
Value of Construction: $16,500.00
Type of Fire Protection:
Type of Construction:
* *continued on next page **
Permit Number: D07 - 261
Issue Date: 07/19/2007
Permit Expires On: 01/15/2008
Expiration Date: 03/10/2009
DESCRIPTION OF WORK:
INVESTIGATE DRYROTTED MEMBERS AND PREPARE DEFERRED SKETCHES FOR REPAIR FIXES.
Fees Collected: $575.57
International Building Code Edition: 2006
Occupancy per IBC: 0021
doc: IBC-10 /06 D07 -261 Printed: 07 -19 -2007
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: N
Permit Center Authorized Signature:
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.
The grantin
constru
Signatur
Print Name:
City a 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
L a= / - � _l�tni Date: - 7- Ict` 6
oes not presume to give authority to violate or cancel the provisions of any other state or local laws regulating
ce of wo . I am authorized to sign and obtain this development p rmit.
Date:
Permit Number: D07 -261
Issue Date: 07/19/2007
Permit Expires On: 01/15/2008
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-10/06 007 -261 Printed: 07 -19 -2007
Parcel No.: 0003000008
Address:
Suite No:
Tenant:
13765 56 AV S TUKW
1: ** *BUILDING DEPARTMENT CONDITIONS * **
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
TERRACE APARTMENTS, BLDG C
PERMIT CONDITIONS
* *continued on next page **
Permit Number:
Status:
Applied Date:
Issue Date:
D07 -261
ISSUED
07/12/2007
07/19/2007
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: There shall be no occupancy of a building until final inspection has been completed and approved by Tukwila building
inspector. No exception.
7: 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.
8: 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.
9: All electrical work shall be inspected and approved under a separate permit issued by the City of 'Tukwila Building
Department (206 - 431- 3670).
10: 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.
doc: Cond -10/06 D07 -261 Printed: 07 -19 -2007
Signature:
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
I hereby certify that I have read these conditions and will comply with them as outlined. All provisions of law and ordinances governing
this work will be complied with, whether specified herein or not.
The granting of this permit does not presume to give authority to violate or cancel the provision of any other work or local laws regulating
construction or the • erfo • f work.
Print Name: crl
Date:7( (q (67
D07 -261 Printed: 07 -19 -2007
•
OP
SITE LOCATION -
Site Address.
CITY OF TUKWILA
Community Development Department
Public Works Department
Permit Center
6300 Southcenter Blvd., Suite 100
Tukwila, WA 98188
hup://www.ci.tukwila.wa.us
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 **
King Co Assessor's Tax No.: 0003000
13 6 <' _ C
Tenant Name: T 4 C . .AP t_'T -i-t& JT New Tenant: ❑ Yes . 0 ..No
Property Owners Name: 2-l_, CE ,04) � -T1€5 UA.1 ITeb rA J4e_s
Mailing Address: 1465 EbL i
/ PS A2. POUT fZojr- LTS (J4 _1 I
City State Zip
CONTACT PERSON - who do we contact when your permit is ready to be issued
Name: )1 I MAEc4L Day Telephone( 11 O �
Mailing Address: 260 4 TN k c/ S> / Surre 2490 epkON a S LOA gS
City State Zip
E -Mail Address: f Ikei e U J f N i°er i Yz (. hn Fax Number: l 1 SS5
GENERAL CONTRACTOR INFORMATION —
(Contractor Information for Mechanical (pg 4) for Plumbing and Gas Piping (pg 5))
Company Name: S1 P IJ V J _ W au strut G rW/J car-i1 K fz� t 'Loc.
Kttuct. -4ua 4JA
Mailing Address: P d • 1 " 5 o) 2-45
Contact Person: Of.t -1 4NS0)J
E -Mail Address: or 11 54e1W/6,,1 \1.3e- C..oih
Contractor Registration Number: STEI IJ i► C_QS 112 GI?
ARCHITECT OF RECORD - AU plans must be wet stamped by Architect of Record
Company Name:
Company Name:
Mailing Address:
A)/A
CC Gii0J I IJ C?
25c 4-0(
Contact Person: I110e
E -Mail Address: V 0 1Pe-r; i C C21.. 1
Q:Wpplications\Forms- Applications On Line3-2006 - Permit Application
Revised: 9.2006
bit
Building Permit No. V C' -
Mechanical Permit No.
Plumbing/Gas Permit No.
Public Works Permit No.
Project No. 1
- O'l
(For office use only)
Suite Number:
City
Fax Number: ( - 0 134
Expiration Date: 3 /10 / 0
State
Floor:
el13
State Zip
Day Telephone: /42') TS61 - 7-jscc ,
Mailing Address:
Zip
City
Contact Person: Day Telephone:
E -Mail Address: Fax Number:
ENGINEER OF RECORD - All plans must be wet stamped by Engineer of Record
oNQs L&JA qadz-.
City State Zip
Day Telephone: 4 Via= S - S'O a
Fax Number: (4 qw-- 63 c
Page I of 6
V
BUILDING PERMIT INFORMATION - 206 -431 -3670
Valuation of Project (contractor's bid price): r 16 Existing Building Valuation: $
Scope of Work (please provide detailed information): ffePZACeMelt%T CF .1)0CK 14A N bk1A I LS
rqap AI OF IVY rm A6LA f A11( fl p 3# S AS IJosEbob �
cfr N Co O r a' ' .ti #x)
Sk ffeS foil
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:
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.
Q: Applications\Forms- Applications On Line\3 -2006 - Permit Application.doc
Revised: 9 -2006
bh
Page 2 of 6
Existing
Interior Remodel
Addition to
Existing
Structure
New
Type of
Construction per
IBC
Type of
Occupancy per
IBC
1S Floor
2 Floor
3' Floor
Floors thru
Basement
Accessory Structure*
Attached Garage
Detached Garage
Attached Carport
Detached Carport
Covered Deck
Uncovered Deck
V
BUILDING PERMIT INFORMATION - 206 -431 -3670
Valuation of Project (contractor's bid price): r 16 Existing Building Valuation: $
Scope of Work (please provide detailed information): ffePZACeMelt%T CF .1)0CK 14A N bk1A I LS
rqap AI OF IVY rm A6LA f A11( fl p 3# S AS IJosEbob �
cfr N Co O r a' ' .ti #x)
Sk ffeS foil
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:
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.
Q: Applications\Forms- Applications On Line\3 -2006 - Permit Application.doc
Revised: 9 -2006
bh
Page 2 of 6
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 '`!L
LDING OW� AdJT ORIZED AGENT: �1140r/c4 ,r�Mr !IA
Si g ature: Q� Date:
Print Name: 42 I_. (L Day Telephone: 4 - 1h - 05°0
Mailing Address: 2 t 40 /4vts 5, 5rr? 7 alLN 1,,,i4 4OW
City State Zip
Date Application Accepted:
Q: Applications \Forms - Applications On Line 3 -2006 - Permit Application.doc
Revised: 9 -2006
un
Date Application Expires:
otitzloi
Staff Initials:
Page 6 of 6
RECEIPT NO: R07 -01934
Initials: JEM
User ID: 1165
Payee: TEE TERRACE
SET ID: 0907 SET NAME: TERRACE APARTMENTS
SET TRANSACTIONS:
Set Member Amount
City of Tukwila
D epartment 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
D07 -259 58.00
D07 -260 58.00
58.00
D07 -262 58.00
TOTAL: 232.00
PLAN CHECK - RES
TRANSACTION LIST:
Type Method Description Amount
Payment Check 00006744 232.00
TOTAL: 232.00
ACCOUNT ITEM LIST:
Description
SET RECEIPT
Account Code Current Pmts
000/345.830
TOTAL:
Payment Date: 09/11/2007
Total Payment: 232.00
232.00
232.00
RECEIPT NO: R07 -01380
Initials: JEM
User ID: 1165
Payee: THE TERRACE
SET ID: 0712 SET NAME: TERRACE APARTMENTS
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
D07 -259 575.57
D07 -260 575.57
t D07 -261 575.57
D07 -262 575.57
TOTAL: 2,302.28
TRANSACTION LIST:
Type Method Description Amount
Payment Check 6635
ACCOUNT ITEM LIST:
Description
BUILDING - RES
PLAN CHECK - RES
STATE BUILDING SURCHARGE
SET RECEIPT
TOTAL:
Payment Date: 07/12/2007
Total Payment: 2,302.28
2,302.28
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 7710 TOTAL 2302.28
Project:
�
— 11 f if.Z.� A 13 04,
\ \Type
of fipspecti
T' n 6 J , t �
A ddress:
, �
-
0 5 6 011E,, Sri
/3g1
Date Called:
Special Instructions:
Date Wanted: p
3 -27- C O
p.m.
Requester:
Phone No:
INSPECTION NO.
INSPECTION RECORD
Retain a copy with permit
Doi- 26 1
PERMIT NO.
CITY OF TUKWILA BUILDING DIVISION R
6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670
Approved per applicable codes. El Corrections required prior to approval. /S`
COMMENTS:
p ef �,&-p(e)
'Inspect r:
1Date:
El $58.00 REINSPECTION FEE RE IRED. Prior to inspection, fee must be
paid at 6300 Southcenter Blvd., Suite 100. Call the schedule reinspection.
'Receipt No.:
'Date:
Project:
Type of Inspection:
Address:
/32; -SG'!4 _ S
Date Called:
Special Instructions: -
Date Wanted: a.m.
/e 2q 41
Requester:
Phone No:
S /9 / - /
INSPECTION RECORD
Retain a copy with permit
INSPECTION NO.
CITY OF TUKWILA BUILDING DIVISION
6300 Southcenter Blvd., #100, Tukwila, WA 98188
Approved per applicable codes. El Corrections required prior to approval.
COMMENTS:
Date: /0-2� —c7
$58.00 REINS = ION FEE REQUIRED. Prior to inspection, fee must be
paid at 6300 Southcenter Blvd., Suite 100. Call the schedule reinspection.
Receipt No.:
'Date:
/ ✓C_
PERMIT NO.
(206)431 -36f0
COMMENTS:
4 -
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A f2 `awl /
A
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P / 75- 1 7o d ee? X PAO i / p r-
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Date Wanted: Ca.
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3J yXy 1, a/ 7r d /0 osi .flu // ,
S'�r�or-1 n 7 di PH O/ �r G JL_
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Pro'ect:
Type of Inspection:
/ ! r..
..e_ -
Ad • ress:
/ G�J�
A
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Date C. led:
Specia Instructions:
Date Wanted: Ca.
/e"- -6 �P•m•
Requester:
Phone No:
W/ s3/ /
INSPECTION RECORD
Retain a copy with permit
INSPECTION NO.
46b 2 /
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.
Inspector:
'
$58.00 REINSP ION FEE REQUIRED. Prior to inspection, fee must be
outhcenter Blvd.. Suite 100. Call the schedule reinspection.
paid at 6300
'Receipt No.:
`Date:
L iz' _ -_� .�, a - •�:•.�.... _ .,._ �� =.s . �_..
COMMENTS:
Type of Inspection: irk
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r/2 // i i rk -6
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Special Instructions:
Date Wanted: Zz
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Requester:
•
Phone No
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l
L \
Pr ect —� ,
7/ '7 ' ,4 —/
Type of Inspection: irk
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r/2 // i i rk -6
Address:
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Date Called:
Special Instructions:
Date Wanted: Zz
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Requester:
•
Phone No
Syr . - // 5
INSPECTION RECORD
-- " Retain a copy with permit
INSPECTION NO. PERMIT NO.
CITY OF TUKWILA BUILDING DIVISION
6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670
❑ Approved per applicable codes. - Corrections required prior to approval.
pest
/1,f/t.L./
.00 REINSPECTION FEE REQUIRED. Prior to inspection. fee must be
paid at 6300 Southcenter Blvd.. Suite 100. Call the schedule reinspection.
(Receipt No.:
!Date:
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JUL -11 -2007 1O:59AM From:
rgginva. a ; yrr ��, 2524.ftst.Jensen Am= ••F`te�stto; OaWattle WOO is r. wob.vegis topdti•.eont • nosh*, 559.253.8360 • lhI phone 8490343705
S Ra4?'T AT4 tEST REPORT'
Rendered to:
4215 -A Russo!1J{md
Serb � BSI AILIO
• Cot;Ugariiii.Ott .; 1 t1trusion ralis.12 EL'tong: contaitiit`rg. -1" d"rairtt'tr n bnllCtcir.
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conducthanndiraitiond of'a144 "wide by 4a 1 ' ' idgftrut#ruSim bartdr 119.stelrf� 1.c.xaiiusg
sysferi corriplibd rxrlr1t the per :no re n teq?nt smuts of the following reference bt$ldtus standeids,
199iSOOk�•Bt dirtg;A.Mcials. :and•Codm Ad istretotstgere ncbaASC•E,4 -95 )
19971i:23D (VBC) - bferttspo Con er poe.acrguildmg OHideTs
1991SBCSd(S$I," Southern ,8ui[ teode4opfbrer a ierract onn1
1995 CABO » Cozrtcrcnou of Atttctiitsn,t BuIding QfCiais
Testing Was coriductochkith rigidly supported end posts, test data.. to the rains system
and attttchmcrtts anly.
tnbotatortea In Pannsytvsnre, MInnesota g Caf 1orttta.
ILCpb;:l :# : t 3- 30345$. l
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Repi • tate; • 09),:0749
AUG 3 0 LLJI
ID:CG ENGINEERING Pa9e:OO9 R =97%
Thomas E. Hammond, F.E., Inc.
13727 NE 74 Street
Redmond, WA 98052-4037
In all three load tests, the guardrail 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.
Per 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 #3 reached four times the
50# code requirement before testing was terminated.
We trust that this Information will be adequate for your needs. Please call if you have any questions.
Respectfully,
THOMAS E. HAMMOND, P.E., INC.
By: Thomas E. Hammond, P.E., S.E.
President
JUL -11 -2007 10:58AM From:
a ar,tuue' -a4G —
Pb. 4251882 4265; Fax 425/869 -9419 page 2 of 2
tehainmon d @prod igy.n et
AUG 3 0 2
ID:CG ENGINEERING Paae:010 R =97%
Project: Terrace Apartments Dry
Rot Assessment
Job No.: 07146.10
Field Rep.: Greg Guillen, PE, SE
Report No.: 1
Date of Observation: 08/09/07
Location: 13705 56 Ave S
Tukwila, WA
Purpose of Site Visit: Assess dry-
rot damage
Client/Owner: Tecton Corporation
General Contractor: Steinvall
Weber Construction
C �
0
ENGINEERING
4th Ave. South
to 200
onds, WA 98020
one 425.778.8500
425.778.5536
FIELD 'OBSEt'VATION
ASSESSMENT REPORT
BUILDING B
• North Stair Tower
• Scab a piece of plywood
• Room 202
• Add (3) joists to blocking
• Replace section of rim board
• Room 204
• Room 205
• Room 208
• Room 210
• Room 211
• Room 301
• Room 302
• Room 303
• Room 305
• Replace section of plywood
• Cutout for electrical
• Replace (8) joists
• Add 12 feet of rim board
• Replace 10 feet of rim board
• Kill mold
• Sister (2)
• Replace rim board at end
• Sister (1)
• Plywood shim
• Replace 10 feet of rim board
• Replace 3 feet of rim board
• Sister (1)
DO
FILE COPY
Permit No.
REVIEWED
COD
E
APPROVED
AUG - 7 2001
CI Of Tukwila
B ILD N DIVI ION
REVISION N
AUG 3 0 2007
Field Observation Report #1
Terrace Apartments Dry Rot Assessment
• Room 308
• Replace 6 feet of rim board
• Sister (3)
• Room 310
• Replace (11) joists
• Replace 20 feet of rim board
• Electrical is at center, 10d at 12"
• Room 311
• Replace 4 feet of rim board
• Replace 6 feet of fascia board
• Sister (1)
• Room 400
• Treat mold with Envirox treatment
• Room 411
• Add new plywood
BUILDING C
• Room 200
• Replace 8 feet of rim board
• Sister end
• Replace fascia
• Sisters (3)
• Room 201
• Sister 6 joists to stair tower
• Replace 8 -10 feet of rim board
• Treat for mold
• Room 202
• Sister (3)
• Replace 8 feet of rim board
• Room 203
• Sister (3-4) + (12) Sisters
• Replace 20 feet of rim board
• Room 204
• Replace 4 feet of rim board and 4 feet to south
• Sister split one
• Room 206
• Replace 16 feet of rim board
• Sister (9) joists
• Room 207
• Sister (8) joists
• Replace 10 feet of rim board
August 9, 2007
Page 2
AUG 3 0 2007
Pt
i' s E
Field Observation Report #1
Terrace Apartments Dry Rot Assessment
• Room 209
• Replace 4 feet of rim board
• (3) Joists
• Room 210/211
• Replace 10 feet of rim board
• Room 211
• Sister (1 -2)
• Room 300
• Sister (13)
• Replace 18 feet of rim board
• Replace 5 feet of rim board, (1) sister
• Room 301
• Sister (2)
• Replace 4 feet of rim board
• Room 302
• Replace 12 feet of rim board
• Sister (5)
• Room 303
• Sister (2)
• Room 306
• Need a hanger, lift up joist
• Room 307
• Replace 6 feet of rim board
• Replace 4 joists
• Room 308
• Replace 40 feet of rim board
• Joist work need to get more cantilever action
• Sister (5)
• Room 309
• Replace 20 feet of rim board
• Sister (12)
• Room 310
• Replace 8 feet of rim board
• Replace (3) joists
• Room 310/311
• Replace 20 feet of rim board
• Sister (12)
• Room 311
• Replace 4 feet of rim board
• Sister(2)
August 9, 2007
Page 3
Pt_
AUG 3 0 2007
Field Observation Report #1
Terrace Apartments Dry Rot Assessment
• Room 400
• Sister (2)
• Room 401
• Sister (1) to stair tower
• Room 410
• Spray mold on bottom of plywood
August 9, 2007
Page 4
DISCLAIMER
This observation was performed on August 9, 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 3U 'LUJ(
Project: Terrace Apartments Dry
Rot Assessment
Job No.: 07146.10
Field Rep.: Greg Guillen, PE, SE,
Mike Maechler, EIT
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
4
ENGINEERING
FIELD OBSERVATION
ASSESSMENT REPORT
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
4th Ave. South • Replace 12 feet of rim board
200
onds,WA98020 • Room 306 to 307 (stair)
• Replace 30 feet of rim board and fascia
ne : 425.778.8500 • Sister (13)
'425.778.5536
• Room 311
■ Replace 6 feet of rim board
AUG 3 01J7
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)
AUG 3 3 'tout
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 3 0 itia
Structural Calculations
FOR
Terrace Apartments
r _
Dry Rot Repairs
13705, 13725, 13745, 13765 56 Ave S.
Tukwila, WA 98188 •
I EXPIRES 9/ 5 / 2ct'7 I
CG Engineering Project No. 07146.10
August 29, 2007
C C
ENGINEERING
250 4 Avenue S, Suite 200
Edmonds, WA 98020
(425) 778 -8500
FILE COPY
perrrlt No. ._
'D c :7-7; c.-.J ants
REVIEWED
CODE CO
APPROVE
AUG - '7 2001
BUIL
Tukwila
ING DNISIDN
REVISION NO*L
AUG 3 U 2007
PL o. a. C; FE —
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
AUG 3 0 2007
PE €v i1 c NTEi
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 2x 10'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 1' -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,
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
ey
MTM
Chkd
Scale
Job No.
07146.10
Date
8/29/2007
Date
Sheet No.
p.&46,),) LoAbS
w v Lc
LxTatim '/- 7GJktX00 / --. 1,1_sE ;00 s
031 ear �t e �� (���UTr a l_ --�� cis �� S? SF
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2.2
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= ( 24- + = (32 r (33)S'Lr
Lt .S' `r'S'F
AUG 30200 { 7
I
C �
•
ENGINEERING
250 4th Ave. South
Suite 200
Edmonds, WA 98020
Description
l Cj 1 - 1 Zo Ik0 S
- Sot $T C Elks
Project
T t d\A-a •}A? Apr S.
By
Checked
Scale
Job No.
0 4
Date c (. / p
Date
Sheet No.
Dead
72
Design
337
Analysis /Design
Shear
Live
266
78
1099
180
fv /Fv' = 0.43
Uplift
94
=
420
Fb' =
12
Total
339
Bending( -)
1436
=
1181
Bearing:
Live
fb /Fb' _
Deflection:
40.00
(16.0)*
LC number
3
Yes
2
0.11
1
Length
1.0
L/360
1.2
0.32
0.0
Cb
1.00
=
1.32
0.50 =
0.00
Criterion
Analysis Value
Design
Value
Analysis /Design
Shear
fv
=
78
Fv' =
180
fv /Fv' = 0.43
Bending( +)
fb
=
420
Fb' =
12
fb /Fb' =
0
Bending( -)
fb
=
1181
Fb' _{
Live
fb /Fb' _
Deflection:
40.00
(16.0)*
0.00
10.00
Yes
Load4
0.11
=
<L/999
0.33 =
L/360
0.00
0.32
Interior Live
Total
0.10
=
<L/999
0.50 =
L/240
0.21
Cantil. Live
0.39
=
L /153
0.33 =
L /180
1.18
Total
0.47
=
L/126
0.50 =
L /120
0.95
Load
Type
Distribution
Magnitude
Start End
Location [ft)
Start End
Pattern
Load?
Loadl
Dead
Partial
Area
24.00
(16.0)*
10.00
15.00
No
Load2
Live
Partial
Area
100.00
(16.0)*
10.00
15.00
Yes
Load3
Live
Partial
Area
40.00
(16.0)*
0.00
10.00
Yes
Load4
Dead
Partial
Area
15.00
(16.0)*
0.00
10.00
No
Woodworks
SOFTWARE FOR WOOD DESIGN
COMPANY
CG Engineering, PLLC
Edmonds, WA
Aug. 3, 2007 08:46:19
PROJECT
Exec Joists wwb
LOADS: ( Ibs, psf, or plf )
Design Check Calculation Sheet
Sizer 2004
ary Width (in
MAXIMUM REACTIONS (lbs) and BEARING LENGTHS (in) :
10'
15'
Lumber -soft, D.Fir -L, o.
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 )
c-
12
ADDITIONAL DATA:
FACTORS: F CD CM Ct CL Cfu Cr Cfrt Ci Cn LC# p
Fb'+ 1000 1.00 1.00 1.00 1 •ee 1.100 1.00 1.15 1.00 1.00 - 3 ` /L' S 1.4 �'��� -T
Fb'- 1000 1.00 1.00 1.00 1.100 1.00 1.15 1.00 1.00 - 9
Fv' 180 1.00 1.00 1.00 - - - 1.00 1.00 1.00 2 .+ ( e- C�1J
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
Bending( -): LC# 4 = D+L (pattern: L), M = 2106 lbs -ft
Shear : LC# 2 = D +L, V = 842, V design = 722 lbs
Deflection: LC# 4 = D +L (pattern: _L) EI= 168.18e06 lb -in2
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)
= y . c (Ca L -A L s u1Cp O P--1 -
AUG 3 0 2007
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.
4,
l %VoodWorks
SOFTWARE FOR WOOD DESIGN
COMPANY
Aug. m 4 ' 2 0707:47:09
'
PROJECT
Sistered Joists.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 (lbs) 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.
Spaced at 16" c/c; Self Weight of 2.58 plf automati - y include• in 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
- St N C )� ` a]1
Zx (a'S [zcPR
Fog_ j. .11 SHOP
TX % kO.. GUN t./1."'
u s , - r o AI-+) -i'2 E TH J
5 1S-r tD cl< 5 .
Shear
Bending( +)
Bending( -)
Deflection:
fv = 62
fb = 238
fb = 689
Fv' = 180
Fb' = 1242
Fb' = 1206
fv /Fv' = 0.35
fb /Fb' = 0.19
fb /Fb' = 0.57
Interior Live
Total
Cantil. Live
Total
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 - -
E' 1.6 million 1.00 1.00 - - - - 1.00 1.00 - 2 s'.
Bending( +): LC# 2 = D +L, M = 260 lbs -ft AUG 3 0 Zuu)'
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 !
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
v EL`S'
03 -05 -2008
MIKE MAECHLER
250 4 AV S, STE 200
EDMONDS WA 98020
RE: Permit No. D07 -261
13765 56 AV S 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 and/or the International Mechanical Code, every permit issued by the Building Division under the
provisions of this code shall expire by limitation and become null and void if the building or work authorized by such permit is not
commenced within 180 days from the date of such permit, or if the building or work authorized by such permit is suspended or
abandoned at any time after the work is commenced for a period of 180 days.
Based on the above, you are hereby advised to:
Call the City of Tukwila Inspection Request Line at 206 -431 -2451 to schedule for the next or final inspection.
This inspection is intended to determine if substantial work has been accomplished since issuance of the permit or last inspection; or if
the project should be considered abandoned.
If such determination is made, the Building Code does allow the Building Official to approve one or more extensions of time for
additional periods not exceeding 90 days each. Extension requests must be In writine and provide satisfactory reasons why
circumstances beyond the applicants control have prevented action from being taken.
In the event you do not call for the above inspection and receive an extension prior to 04/26/2008 , 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,
er Marshall,
Permit Technician
xc: Permit File No. D07 -261
City of Tukwila
Jim Haggerton, Mayor
Department of Community Development Jack Pace, Director
6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax: 206 - 431 -3665
ENGINEERING
To: Jim Dunaway, Senior Building Inspector, City of Tukwila
From: Greg Guil len, PE, SE, Principal, CG Engineering
RECEIVED
OCT O 3 2007
DEP'ART' .v' gT
Re: Terrace Apartments Dry Rot Repairs (City of Tukwila Permit No.'s D07 -259, D07 -260,
D07 -261, & D07 -262)
cc:
Date: October 3, 2007
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, & 13765 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 ot' the joists. Thus, the un- rotten portion of the joist was still
providing structural support at the point of maximum flexural stress (i.e. at the exterior bearing wall).
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
sistered 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.
250 4 "' Avenue South, Suite 200. Edmonds, WA 98020
Office: 425/778 -8500 — Fax 425/778 -SS36
Page 1 of 2
Memo
Terrace Apartments Dry Rot Repairs October 3, 2007
We will continue to monitor progress of the structural repairs during construction through site
observations. We recommend that $WCSI continue to consult Environix for remediation of any mold
that is discovered during the repairs.
• Page 2of2
ACTIVITY NUMBER: D07 -261 DATE: 08 -30 -07
PROJECT NAME: TERRACE APTS , BLDG C
SITE ADDRESS: 13765 56 AV S
Original Plan Submittal Response to Incomplete Letter #
Response to Correction Letter # X Revision # I After Permit Issued
DEPARTMENTS:
Bui di
Complete
Divlsi
Public Works
Documents/routing slip.doc
2 -28-02
''HERMIT COORD COwi
PLAN REVIEW /ROUTING SLIP
n
t 01
❑ Structural ❑ Permit Coordinator
DETERMINATION OF COMPLETENESS: (Tues., Thurs.)
APPROVALS OR CORRECTIONS:
Fire Prevention
Incomplete
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:
TUES/THURS RO TING:
Please Route Structural Review Required ❑ No further Review Required
C
REVIEWER'S INITIALS: DATE:
DUE DATE: 10 -02 -07
C
Approved Approved with Conditions ❑ Not Approved (attach comments) n
Notation:
REVIEWER'S INITIALS: DATE:
Permit Center Use Only
CORRECTION LETTER MAILED:
Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials:
ACTIVITY NUMBER: D07 -261 DATE: 07 -12 -07
PROJECT NAME: TERRACE APARTMENTS, BLDG C
SITE ADDRESS: 13765 56 AV S
X Original Plan Submittal
Response to Correction Letter #
Response to Incomplete Letter #
Revision # After Permit Issued
DEPARTMENTS:
Build g Division
Public Work
1'I-
Complete
Comments:
Documents/routing slip.doc
2 -28-02
PERMIT COORO COPY �.
PLAN REVIEW /ROUTING SLIP
6)1 h,&
Fire Prevention
Structural
D TERMINATION OF COMPLETENESS: (Tues., Thurs.)
Incomplete n
Permit Center Use Only
INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED:
Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials:
TUES/THURS ROU ING:
Please Route Structural Review Required
REVIEWER'S INITIALS:
APPROVALS OR CORRECTIONS:
Approved ❑ Approved with Conditions
Notation:
REVIEWER'S INITIALS:
❑
1 -11D1
Planning Division tz
Permit Coordinator
DUE DATE: 07-1 7-07
Not Applicable n
No further Review Required
DATE:
n
DUE DATE: 08-14-07
Not Approved (attach comments) n
DATE:
Permit Center Use Only
CORRECTION LETTER MAILED:
Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials:
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
REVISION SUBMITTAL
I
Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through
the mail, fax, etc.
Date:
s[2( /°1-
Plan Check/Permit Number: Dom- - Z�
Steven M Mullet, Mayor
Steve Lancaster, Director
❑ Response to Incomplete Letter #
❑ Response to Correction Letter #
tg Revision # after Permit is Issued
❑ Revision requested by a City Building Inspector or Plans Examiner
Project Name: Tl ? ' (- • t - 1'A (R-s
Project Address: 1131- C5 1 6 . 6 T1`t , kJ F f3L -I 4 C "
Contact Person: / 13 3 � t I l k /' €N L P L Phone Number: (4 73
Summary of Revision:
- Pt L,&. L 5T fLZP, t R— PL44 A L w I
STR- ttCTAAAL LALCULA Aub Ass NT otl-TS .
RECENED
CITY a ElaxwILA
AUG 3 0 2097
`)L-:1114 T CENTER
Sheet Number(s): 5S 1 / 5 3 - Z
"Cloud" or highlight all areas of revision including date of revision
Received at the City of Tukwila Permit Center by:
Entered in Permits Plus on g
\applications \forms- applications on line\revision submittal
Created: 8 -13 -2004
Revised:
License Information
License
STEINWC011QP
Licensee Name
STEINVALL -WEBER CONST SRVC INC
Licensee Type
CONSTRUCTION CONTRACTOR
UBI
601773798
Ind. Ins. Account Id
#3
Business Type
CORPORATION
Address 1
PO BOX 2458
Address 2
City
KIRKLAND
County
KING
State
WA
Zip
980832458
Phone
4258673000
Status
ACTIVE
Specialty 1
GENERAL
Specialty 2
UNUSED
Effective Date
11/17/1999
Expiration Date
3/10/2009
Suspend Date
Separation Date
Parent Company
Previous License
GOLFRCI032KG
Next License
Associated License
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
simpw
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.
httns: / /fortress.wa. gov/1ni/hhin /nrinter_asnx ?License= STETNWC011 OP 07/18/2007
Plan review
approval of
the violation
of app
BY
Date:
PILE COPT ,.
Permit No. Pb1
\I
REVIEWED FOR
CODE COMP
APPROVED N
UL 1. 1 2007
C
10 0
City of Tthkwila
BU1LDING DIVISION
Of Tukwila r
'fig
m
m
.A
.p
i
approval Is subject to errors and omit
o
of a teio a ts does not authorize
code or ordinance. Receipt
oonditiorp fs ackno eledged:
I,
alnaSI
�o cps dam tie mods tt)
Sao c.n�,r• g out peer cam" :'
r uir 3 a nevi p.�.71
NOTE: Revisions will r..q Ian review fin.
and may include add1Uor+al p
\ rt‘
ti
(*) • K A144
� T reaS 0014)
HST' ALL- 7v14WJT gNTf
M tot4av ewe fir^
, art?6 o Ie,,n.mrbg. -i
Ox6eror on Fii
a
C
O
- •••••-J
N
FECEIVEC
CITY OF TUKk /I[A
JUL '1 2 200'
PERMIT CENTER
01-
1
Flan review
Approval of
the violation
a approved
FILE COP
Permit No.
ay
SING DIVIStON
1' -6"
MIN.
REVISIONS
No changes shall be made to the scope
of work without prior approval of
Tukwila Building Divis on.
NOTE: Revisions will require a new plan submittal
and may include additional plan review fees. �
REVISION NO.
SCALE: 1/4" = 1' -0"
PLOT DATE: 08 /01/07 FILE NAME: 5S -1.d.g
apprpvat Is subject to err= and
conssb uctlon doh does not authorize
cf Ow a. ,
... a ordlnancv. Receipt
lv`,
AUG 3 0 2007
PEF kil GLOTEi -.
V
}i on b edam Cadged:
5' -0"
TYPICAL DECK REPAIR PLAN
REMOVE DRY —ROT DAMAGED
RIM JOIST AND FASCIA BOARD
W/ PRESSURE — TREATED LIKE
KIND MEMBERS AS NEEDED
8\___ 4x4 POS
TO REMAIN
REVIEWED FOR
CODE COMPLIANCE
-S APPROVED
AUG - 7 2007
I
Ci
(l2 a
Of Tcwil
0 Tu
BUILDING DIVISION
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
EXPIRES: 9/5/2009 I
TERRACE APARTMENTS DRY ROT REPAIR
13705, 13725, 13745, .13765 56TH AVE. S
UKWILA, WA 98188
DATE 06/2
PROJECT NO. 07146.10
S CALE 1/4 = 1' -0'
DRAWN BY MGV
CHECKED BY MTM
APPROVED BY GAG
DRAWING NO.
S S _ 1
o
ENGINEERING
EDMONDS, " WASH GTON 98020
PHONE (425) 778 -8500
MX (425) 778 -5538
TYPICAL DECK REPAIR PLAN
1
Flan review
Approval of
the violation
a approved
FILE COP
Permit No.
ay
SING DIVIStON
1' -6"
MIN.
REVISIONS
No changes shall be made to the scope
of work without prior approval of
Tukwila Building Divis on.
NOTE: Revisions will require a new plan submittal
and may include additional plan review fees. �
REVISION NO.
SCALE: 1/4" = 1' -0"
PLOT DATE: 08 /01/07 FILE NAME: 5S -1.d.g
apprpvat Is subject to err= and
conssb uctlon doh does not authorize
cf Ow a. ,
... a ordlnancv. Receipt
lv`,
AUG 3 0 2007
PEF kil GLOTEi -.
V
}i on b edam Cadged:
5' -0"
TYPICAL DECK REPAIR PLAN
REMOVE DRY —ROT DAMAGED
RIM JOIST AND FASCIA BOARD
W/ PRESSURE — TREATED LIKE
KIND MEMBERS AS NEEDED
8\___ 4x4 POS
TO REMAIN
REVIEWED FOR
CODE COMPLIANCE
-S APPROVED
AUG - 7 2007
I
Ci
(l2 a
Of Tcwil
0 Tu
BUILDING DIVISION
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
EXPIRES: 9/5/2009 I
C
TERRACE APARTMENTS DRY ROT REPAIR
13705, 13725, 13745, 13765 56TH AVE. S
TUKWILA, WA 98188
DATE 08/29/07
PROJECT NO. 07146.10
SCALE 3 /a• _ ,. -0-
DRAWN BY MGV
CHECKED BY AfTM
APPROVED BY GAG
DRAWING NO.
SS-2
ENGIN
250 4TH AVE. SUITE 200
S, WASHINGTON 98020
PHONE (425) 778-8500
FAX (425) 778 -5536
TITLE 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
EX. JOIST NOT DAMAGED
3 "
,3"
•
SIMPSON A35 AT
REPLACE DRY —ROT EA. SISTERED
DAMAGED 2x8 RIM JOIST
JOIST W/ LIKE KIND
VFY. 2' -6" MIN. OF
a
• a O
• s(V
8d TOE— NAILED
® 6" O.C.
SIMPSON LTP4
10d COMMON
NAILS, TYP.
REMOVE EX. BLKG. FOR
SISTERING OF JOIST &
REPLACE IN LIKE KIND
/ 3/3"
1' -6"
MIN.
O
.M
TYPCIAL DECK SECTION
SCALE: 3/4" = 1' -0"
PLOT DATE: 8/23/07 FILE NAME: SS - 2.dag
AUG 3 0 ZUU7
PE dv t
I EXPIRES: 9/5/2009
65/54/2008 17:38 425348847E GLASRAIL PAGE 94
♦ 1 •
• 4215 - A Russell Rd
�..,. M ukllteo, WA 98275
425-349 -36O6
GLASRAIL: POST IN SERT MTG BRIT PROCEDURE
WW1
iilirni i; :11rilF�i . 1
popoJe
•1I i;i� lillr
FRI pl
00
teA, A
'DECK SURFAA
1
0
REVIEWED FOR
CODE COMPLIANCE
APPROVED
AUG — 7 2007
Cry Of Tukwila
B ILDING DIVISION
r-.- GLASRAIL 4X4 PO
FILE COPY
Perr.- t No. •
PI�'1 r- C! ! S
/ 4 -♦•
r . 3 ♦5t In
DRIP FLASH
REVISION NOd
JUL -11 -2007 10:55AM From:
-1" HOLE PLUG .
3/8" X 6" PLATED LAG SGR> =W
7 -- 1" HOLE PLUG
USE SPACERS AS RE
TO PLUMB UP POSTS
GLASRAIL POST
INSERT MTG BRKT
•
L 3/8" X 2" GALVANIZED
WASHER ($PAGER)
1/16" EPDM WASHER
AUG 3 v 2. e+
PL
ID:CG ENGINEERING Page:003 R =97%
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JUL -11 -2007 10:55AM From:
C,CAN (442-
wu��rw1L
1-74bt 115
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