HomeMy WebLinkAboutPermit D07-262 - TERRACE APARTMENTS - BUILDING D DECK REPAIRTERRACE APTS, BLDG D
13745 56 AV S
D07.262
Parcel No.: 0003000008
Address: 13725 56 AV S TUKW
Suite No:
Tenant:
Name: TERRACE APARTMENTS, BLDG D
Address: 13725 56 AV S , TUKWILA WA
Cityf Tukwila
Department of Community Development
6300 Southcenter Boulevard, Suite #100
Tukwila, Washington 98188
Phone: 206 -431 -3670
Fax: 206 -431 -3665
Web site: http: / /www.ci.tukwila.wa.us
DEVELOPMENT PERMIT
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: STEINWC0110P
DESCRIPTION OF WORK:
INVESTIGATE DRYROTFED MEMBERS AND PREPARE DEFERRED SKETCHES FOR REPAIR FIXES.
Value of Construction: $16,500.00
Type of Fire Protection:
Type of Construction:
doc: IBC-10 /06
Fees Collected: $575.57
International Building Code Edition: 2006
Occupancy per IBC: 0021
* *continued on next page **
Permit Number: D07 -262
Issue Date: 07/19/2007
Permit Expires On: 01/15/2008
Expiration Date: 03/10/2009
D07 -262 Printed: 07 -19 -2007
Public Works Activities:
Channelization / Striping: N
Curb Cut / Access / Sidewalk / CSS: N
Water Meter:
Permit Center Authorized Signature:
The granting •f
constructi • n
Signature:
Print Name:
doc: IBC-10 /06
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
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:
N
a
Permit Number: D07 -262
Issue Date: 07/19/2007
Permit Expires On: 01/15/2008
Date: / 'C`G
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. I am authorized to sign and obtain this development • er
`%
1 I
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 -262 Printed: 07 -19 -2007
Parcel No.: 0003000008
Address:
Suite No:
Tenant:
1: ** *BUILDING DEPARTMENT CONDITIONS * **
doc: Cond - 10/06
13725 56 AV S TUKW
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 D
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 Tulcwila 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 Tulcwila building
inspector. No exception.
8: All electrical work shall be inspected and approved under a separate permit issued by the City of Tukwila Building
Department (206 - 431 - 3670).
9: 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.
10: 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.
11: 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.
* *continued on next page **
Permit Number:
Status:
Applied Date:
Issue Date:
D07 -262
ISSUED
07/12/2007
07/19/2007
D07 -262 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
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 • erfo ce of work.
: wet--
1
Signature:
Print Name: ( Z--/ _ 4
doc: Cond -10/06 D07 -262
Date: 7
ot,(o7
ordinances governing
or local laws regulating
Printed: 07 -19 -2007
CITY OF TUKWILA
Community Development Department
Public Works Department
Permit Center
6300 Southcenter Blvd., Suite 100
Tukwila, WA 98188
http://www.citukwila.wa.us
[SITE LOCATION -
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.: 0003 00000$09
Site Address 1 31 - S` T,N /42/ s E 1-41 E7 b Suite Number:
Tenant Name: T AA -- ll', -TftetJTS New Tenant: ❑ Yes
Property Owners Name: "rev--g A Ce• 9 OPEti-T /ES L t lT PAIL e7 -511,p
Mailing Address: 14'6 84—i(12- gyiL POI 1-0S851--TS
City State
GENERAL CONTRACTOR INFORMATION —
(Contractor Information for Mechanical (pg 4) for Plumbing and Gas Piping (pg 5))
Contact Person: d/WI ti So MAI So ,J
E -Mail Address: or (i 5-4e lvw6.\\ ue....19er . C.aw-
Contractor Registration Number: STE') )4 \A/ Cl I 4 Z Qtl
Company Name:
E -Mail Address:
City
Company Name: G(
Mailing Address: 25C 4TN ,4i � S car 2219
Contact Person: 1-(At -It-
E -Mail Address: Vi'r lg - C.c7 Fax Number:
Q:lApplications'Forms- Applications On Line3-2006 - Permit Application.
Revised: 9 -2006
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Building Permit No. pm-- - `(
Mechanical Permit No.
Plumbing/Gas Permit No.
Public Works Permit No.
1 (11
(For office use only)
Project No.
tcJA
Floor:
CONTACT PERSON - who do we contact when your permit is ready to be issued
Name: )4( 2 MAc40 Day Telephone(4 )1 OG.<!)
Mailing Address: 2�0 4 - rN AU S SLUTl% eP11- b S 1,cJA 412°W
City State Zip
E -Mail Address: P ( 'e_.N/►@ kt f N eel"; Y1.3--:-<-4K -% Fax Number: (AA 1 CS-34
Company Name: 1 1 .1 VALL- W Co Ai STILa c r w/ J cal' u t c
Mailing Address: P 15o)( 24c g K11ZKL.Ao WA 6 Po 3
State Zip
Day Telephone: 0475) %1 '�
Fax Number: (14 - 01 34
Expiration Date: 3 / (0 Oq
0
leZa
Zip
ARCHITECT OF RECORD - All plans must be wet stamped by Architect of Record
Mailing Address:
State
Zip
City
Contact Person: Day Telephone:
Fax Number:
ENGINEER OF RECORD - All plans must be wet stamped by Engineer of Record
oPbS W A cleo28
City � State Zip
Day Telephone: (4 FSO 0
( 5)
Page 1 of 6
BUILDING PERMIT INFORMATION - 206- 431 -3670
Valuation of Project (contractor's bid price): $ -6679e9 (6 )?-- Existing Building Valuation: $
Scope of Work (please provide detailed information): fZ.e - AcemaPT of .$ C/G 144N des I LS
PA t aF Jam- PAIt,F-6EA 13 J-t (A ttp,u_TiilLS AS N t w>
•
rjh
c =i
.1s. 1 Al UeeT-/ s ,t RoTrizi PalreKS but) 4 bEragizzp
SKEtcH Fitz ikePA x
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
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Page 2 of 6
Existing
Interior Remodel
Addition to
Existing
Structure
New
Type of
Construction per
IBC
Type of
Occupancy per
IBC
1 Floor
r Floor
3 Floor
Floors thru
Basement
Accessory Structure*
Attached Garage
Detached Garage
Attached Carport
Detached Carport
Covered Deck
Uncovered Deck
BUILDING PERMIT INFORMATION - 206- 431 -3670
Valuation of Project (contractor's bid price): $ -6679e9 (6 )?-- Existing Building Valuation: $
Scope of Work (please provide detailed information): fZ.e - AcemaPT of .$ C/G 144N des I LS
PA t aF Jam- PAIt,F-6EA 13 J-t (A ttp,u_TiilLS AS N t w>
•
rjh
c =i
.1s. 1 Al UeeT-/ s ,t RoTrizi PalreKS but) 4 bEragizzp
SKEtcH Fitz ikePA x
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
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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 OWNERRF RIZED AGENT:
Signature:
Print Name: Mir l IIA EL '__
Mailing Address: Sca 4T0 A vt � 50-r 7
Date Application Accepted: pi
Q:tApplications \Forms- Applications On Line\3 -2006 - Permit Application.doc
Revised: 9 -2006
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Date Application Expires:
Date: 1 1 4 T/or4
Day Telephone: - 7 -0500
aftou QS Lit er -e=.
City State Zip
Staff Initials:
Page 6 of 6
Doc: RECSETS -06
RECEIPT NO: R07 -01934
Initials: JEM
User ID: 1165
Payee: THE TERRACE
City of Tukwila
SET TRANSACTIONS:
Set Member Amount
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
SET ID: 0907 SET NAME: TERRACE APARTMENTS
D07 -259 58.00
D07 -260 58.00
D07 -261 58.00
'0 - 58.00
TOTAL: 232.00
SET RECEIPT
TRANSACTION LIST:
Type Method Description Amount
Payment Check 00006744 232.00
TOTAL: 232.00
ACCOUNT ITEM LIST:
Description
PLAN CHECK - RES
Account Code Current Pmts
000/345.830
TOTAL:
Payment Date: 09/11/2007
Total Payment: 232.00
232.00
232.00
.'....f.,_,.L
Doc: RECSETS -06
RECEIPT NO: R07 -01380
Initials: JEM
User ID: 1165
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: http: //www. ci. tukwila. wa. us
D07 -259 575.57
D07 -260 575.57
D07 -261 575.57
¶` D07 -262 575.57
TOTAL: 2,302.28
TRANSACTION LIST:
Type Method Description
Payment Check 6635
BUILDING - RES
PLAN CHECK - RES
STATE BUILDING SURCHARGE
SET RECEIPT
TOTAL:
Payment Date: 07/12/2007
Total Payment: 2,302.28
SET ID: 0712 SET NAME: TERRACE APARTMENTS
Amount
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 9710 TOTAL 2302.28
Project:
sW 0 a ice AeAlf
Type 9f Inspecjion: A n ,
h A ■ "t
Address: 4
13725 5 - - ,Ati 11J-
Date Called:
Special Instructions:
/
Date Wanted:
5 2 e- 04--
p.m.
Requester:
Phone No:
ZO (0 Z 4I- 6 2--r(
INSPECTION NO.
Inspe tor:
INSPECTION RECORD
Retain a copy with permit
CITY OF TUKWILA BUILDING DIVISION 1C-
6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431-3670
Approved per applicable codes. El Corrections required prior to approval.
COMMENTS:
N
PERMIT NO.
r ate:3_ 2.4 . " 4
$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:
Project:_
ap a/ FO
Type of Inspection:_
Address:
/3 725 $- C 40 -
Date Called:
Special Instructions:
Date Wanted:
p.m.
Requester:
Phone N
7 235
I
INSPECTION RECORD
Retain a copy with permit
INSPECTION NO. PERMIT NO.
CITY OF TUKWILA BUILDING DIVISION
6300 Southcenter Blvd., #100, Tukwila, WA 98188 (20443 1 -3670
pproved per applicable codes. El Corrections required prior to approval.
A
COMMENTS:
Ins
r
atei 4A . 4 9
$5. 0 REINSPECTION FEE n EQUIRE.Prior to inspection. fee must be
paid at 6300 Southcenter Bl Suit 00. Calt the schedule reinspection.
'Receipt No.:
IDate:
77.
Serie:z: L S)
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• Coti#3gttriitbti: 1 7116": t'243 6" Pultrusscit aaixs.12 FL log: cvntaitiittg.:1' igainttet:bbl[ovir.
place* '
•
Project Summit •At tltecturaf Testing, lric..(kr1). wwrionttcted :by', Shitty' , to
coitdoot hand pli toad iz stit.oft 144" vat by 43" •ldgtr 1 herd raltaystcttu latemailusg,.
system compli tufth'fh'o :n=84 a teqturnmcrrts of the following fetioe:ce beitdxtig s.'aa:sdards,
. 1 +958 ►C :..1B tios; AfliciaTs :and•CodeAdOttitttratota.( nc.issA5 TL9r5)
19971C2D (COO) - •itilettta ioted:Cbnferepee.Ori uiftliiig O.fad lts:
1'99''1`SEGI (aSt . S Buifdmg:Cvt etorsfcr e...tiste troaul
1995 CABO • Cctsfcrance of Ametitta Bu1ding MEd*
Testing teas conduct !' afi rigidly supported end pot test data:applies to the railing ,systems
smd attachments only.
Laboratories in Pannsytvanta Mlnnosolt & CalAornta
AUG 3 U Lu`u s
ID:CG ENGINEERING Pa9e:009 R =-
In all three load tests, the guardralll system being tested, did not reach Bore. 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 5014 /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. IAAMMOND, P.E., INC.
By Thomas E. Hammond, P.E., S.S.
President
JUL -11 -2007 10:58AM From:
At_f I )
Thomas E. l ainwand, P.E,, Inc.
13727 NE 74 Street
Redmond, WA 98052 -4037
�D6g .5 trl JUNE 0.04
Pb. 425/882 -2265; Fax 425/869.9419 page 2 of2
teliarrtmond @pro d igy.n et
AUG 3 0 2007
ID:CG ENGINEERING Page:010 R =97.
FIELD OBSERVATION
Project: Terrace Apartments Dry
Rot Assessment
Job No.: 07146.10 :cr;x
Field Rep.: Greg Guillen, PE, SE, ;: ;pr
Mike Maechler, EIT 2i;
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
_••r
o
ENGINEERING
4th Ave. South
e 200
onds, WA 98020
e: 425.778.8500
425.778.5536
•
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
PILE com,
REVIEWED FOR
CODE COMPLIANCE
APPROVED
AUG - 7 2007
Agy tJ
Of Tukwila
1 JILDING DIVISION
REVISIONNOI _ j
AUG 3 0 2007
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 0 Zuui
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 Zt1U(
PEAV-ii
Structural Calculations
FOR
FILE COPY
Terrace Apartments ..
Dry Rot Repairs P.
13705, 13725, 13745, 13,65 56 Ave S.
Tukwila, WA 98188
EXPIRES 9 / 5 / 2 1
August 29, 2007
CG Engineering Project No. 07146.10
ENGINEERING
250 4 Avenue S, Suite 200 .
Edmonds, WA 98020
(425) 778 -8500
Of Tukwila
B I ' ING DIVISION
REVIEWED FOR
CODE COMPLIANCE
APPROVED
AUG - 7 2001
REVISION NO1L
AUG 3 0 2007
f�i'411
i'
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
Live:
24 PSF
Exit Balcony 100 PSF
Residential Occ. 40 PSF
AUG 3 0 2007
C N1 .
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 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,
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
uy
MTM
Chkd
Scale
Job No.
07146.10
Date
8/29/2007
Date
Sheet No.
J GA) U'A S
2Y7 2 .c. 2.2 pst-
2-" £ ? DCf a-rE C = i,o rST
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2.
/-M 1-01Nt5
XXT .tiofL- Y1 7Atxoo Y ---
I
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,urt352.(0/L- - tbEpTtAL use 4c) S'st=
ToIS� C1 -1 0C R. S
8S (ST. BALcomy 3c,/ Sr < - Zx ID & (6"0.(..
tAJ 1
W = (74 4l«op.$) �133�) =(32 - + I r �.
NC 151 STeru Sal Sr S
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t,J
re ; zPSei) o>J F I✓_U) 015c.a /A 1 /op V►
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Fog_ 2! e '- He Wk-LL s�Pan.- - r . I t 2' ! t'
114L&5, o u t_Y TOE IL WA 2' t„
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BE IL I L3) Bi' THE 51 (T 50\ ST. CF NAIL F1
W = (2 -11- +co ') • (32 t (3'pLf
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AUG 3 0 2007
E.NT
2xg AT' 4-z e_ f 6 0 .c C
•
ENGINEERING
250 4th Ave. South
Suite 200
Edmonds, WA 98020
Description
b SI 6 - 1_0/K0 S
- 5C)( C Wt I -5
)
Project
By - l1 . 1
Checked
Scale
Job No.
6
Date .( c
Date
Sheet No.
Dead
72
Distribution
337
Location [ft]
Start End
Pattern
Load?
Live
266
Partial
1099
24.00
(16.0)*
Uplift
94
No
Load2
Live
Partial
Total
339
(16.0)*
1436
15.00
Yes
Bearing:
Live
Partial
Area
40.00
(16.0)*
LC number
3
Yes
2
Dead
1
Length
1.0
(16.0)*
1.2
10.00
0.0
Cb
1.00
0.33 =
1.32
0.00
Load
Type
Distribution
Magnitude
Start End
Location [ft]
Start End
Pattern
Load?
Loads
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
Criterion
Analysis Value
Design
Value
Analysis /Design
Shear
fv
=
78
Fv' =
180
fv /Fv' = 0.43
Bending( +)
fb
=
420
Fb' = 1�2}
fb /Fb' =
0.
Bending(-)
Deflection:
fb
=
1181
Fb' = /2-72
t
fb /Fb' _�
Interior Live
0.11
=
<L/999
0.33 = L/360
0.32
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
WoodWo rks®
SOFTWARE FOR WOOD DESIGN
COMPANY
CG Engineering, PLLC
Edmonds, WA
Aug. 3, 2007 08:46:19
PROJECT
gALL 01-/Y
Ex,OetrJoists wwb
LOADS: (Ibs, psf, or plf )
Design Check Calculation Sheet
Sizer 2004
wiatn
in
MAXIMUM REACTIONS (lbs) and BEARING LENGTHS (in) :
0
10'
Lumber -soft, D.Fir -L, o. x10"
Spaced at 16" c/c; Self Weight of 3.3 plf automati - tin • •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 )
ADDITIONAL DATA:
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 7 `�l G 51) �'O�`-i
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 - j" 1 6 (. )
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)
S. @bu LATex-4L_ sul000r
AUG 3 0 OW
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.
ea %Vood\A/orks®
SOFTWARE FOR WOOD DESIGN
COMPANY
CG Engineering, PLLC
Ed
Ed monds; WA
Aug. 24, 2007 07:47:09
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 -Yes
No
*Tributary Width (in)
MAXIMUM REACTIONS (lbs) and BEARING LENGTHS (in) :
0 0 0
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
1` ` �� c
- S� C )
kite Z tO S tZIPQ
FOYL- het_v st_01)
/-X% cop /)-
uSOY) 'to Ali kLi'2. E Tiff
51 <_ 7(�1 OD J�1Sc .
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/649
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 r :r ,-
Bending( +): LC# 2 = D +L, M = 260 lbs -ft
Bending( -): LC# 2 = D +L, M = 755 lbs -ft AUG 3 0 ZUtll
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. PL -fjMli t,e :iiidL
(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 ��Y
FILE COP
Permit No
Plan review approval Is subject to errors and omit
Approval of construe documents the violation of anv_..;.�._� not authorize
ordinance. Receipt
of approved F= - • - - -.. --
adnot aledged.
City of lbkwila
BUILDING DIVISION
�3d8 t the ccOP
tie � cs a be e t a
peer
t cU13Tni�iu
Revisions a new plan NOTE: Ravi include oral plan review fees. may
N
G
11 6
3
Wow A
AT s OIJ
oi-
C-
Nu2 Au MAW' wa
Loavrev o t D pro
owe eq. tit►n-eanr64. —,
XGe'par o N PTR' 1 pi4z n
0
RI\IE[
CITY DO TLJK /IL.A
JUL 1 2 2001
`s i
(N i
MIKE MAECHLER
250 4 AV S, STE 200
EDMONDS WA 98020 _
RE: Permit No. D07 -262
13725 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 writing 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 01/15/2008, 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,
xc:
12 -11 -2007
el' Marshall,
t Technician
Permit File No. D07 -262
City of Tukwila
Steven M. Mullet, Mayor
Department of Community Development Steve Lancaster, 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
Front: Greg Gullen, PE, SE, Principal, CG Engineering
RECEWED
OCT 0 3 2007
BLIfiDeNG
DEPARTUFHT
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 of 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, Steinvatl - 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 -5536
Page 1 of 2
Memo
y• • 6••■• %■.vv • iv • vv • • v••• • vv v 4. a• . S..
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 SWCSI continue to consult Envlronix for remediation of any mold
that is discovered during the repairs.
EXP{REs
• Page 2 of 2
ACTIVITY NUMBER: D07 -262 DATE: 08 -30 -07
PROJECT NAME: TERRACE APTS , BLDG D
SITE ADDRESS: 13725 56 AV S
Original Plan Submittal Response to Incomplete Letter #
Response to Correction Letter # X Revision # 1 After Permit Issued
DEPARTMENTS:
•
B ll• l Divl
Public Works
DETERMINATION OF COMPLETENESS: (Tues., Thurs.)
Complete
TUES/THURS ROUTING:
Please Route
Documents/routing slip.doc
2 -28-02
11 1 3 ERtNIT COORD COPY
PLAN REVIEW /ROUTING SLIP
Fire Prevention
Structural ❑ Permit Coordinator
Incomplete
Structural Review Required
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
APPROVALS OR CORRECTIONS:
Approved Approved with Conditions ❑ Not Approved (attach comments) ❑
Notation:
REVIEWER'S INITIALS: DATE:
Penult Center Use Only
CORRECTION LETTER MAILED:
Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials:
ACTIVITY NUMBER: D07 -262 DATE: 07 -12 -07
PROJECT NAME: TERRACE APARTMENTS, BLDG D
SITE ADDRESS: 13725 56 AV S
X Original Plan Submittal Response to Incomplete Letter #
Response to Correction Letter #
Revision # After Permit Issued
DEPARTMENTS:
/ 1 - 11g
Bui /. ing P'vision
Pub is Works
. 1 0-1
Complete FO
Comments:
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
51
Fire Prevention
Structural
DETERMINATION OF COMPLETENESS: (Tues., Thurs.)
Incomplete ❑
Permit Center Use Only
INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED:
Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials:
TUES/THURS ROUTING:
Please Route M Structural Review Required ❑ No further Review Required
Approved with Conditions
DUE DATE: 07-1 7-07
DATE:
DATE:
IM4 1- 1 - 4V
Planning Division
Permit Coordinator ❑
Not Applicable
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:
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
Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through
the mail, fax, etc.
Date:
g (0 g-
❑ Response to Incomplete Letter #
❑ Response to Correction Letter #
2. Revision # after Permit is Issued
❑ Revision requested by a City Building Inspector or Plans Examiner
-VLkcE A P'r S . Rh i 4?
Project Address: M S 1' 13
Contact Person: h I kA Phone Number: ( - gybe
Summary of Revision:
i ' P ( C_A sa (S--1 1,4A-) A Au O ` E: TA l L 1..0 j
S'C (LL& r - Ck t- cut L-74 I 0 )u 5' A u t> AS C S.-1 C "— T S
Sheet Number(s): SS — ( ✓ 5'2
"Cloud" or highlight all areas of revision including date of r t'isi
Ti----
Received at the City of Tukwila Permit Center by:
E ntered in Permits Plus on R-3,0
\applications \forms- applications on Iine\revision submittal
Created: 8 -13 -2004
Revised:
Plan Check/Permit Number: D — 2 2 --
Steven M. Mullet, Mayor
Steve Lancaster, Director
RECEIVED
CITY OF TUKWILA
AUG 3 0 2007
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
STEINWC011 QP
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
httns: // fortress. wa. eov/ lni/ hhin/ nrinter.asnx ?T,icense= STETNWC011 OP 07/18/2007
1
CU
PLOT DATE: 06 /01/07 ALE NAME: SS -1.d.9 .
1' -6"
MIN.
2
Ran a^
rP l Is subjel to enves and
ale Approval Of �n'�1.'C�10fi
Notation Cf c -, not
:� � , - code p1' ordinancx Reed*
a
REVISIONS
No changes shall be made to the scope
of work without prior approval of
Tukwila Building Division.
NOTE: Revisions will require a new plan submittal
and may include additional plan review fees.
REVISION NO.
5-0"
TYPICAL DECK REPAIR PLAN
SCALE: 1/4" = 1' -0"
REMOVE DRY —ROT DAMAGED
RIM JOIST AND FASCIA BOARD
W/ PRESSURE — TREATED LIKE
KIND MEMBERS AS NEEDED
\\_ EX. 4x4 POS
TO REMAIN
REVIEWED FOR
CODE COMPLIANCE
APPROVED
AUG - 7 2007
tr
uty Of Tukwila
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
AUG 3 0 2007
PERMIT CENTEI
EXPIRES: 9/5/2009 I
�z�
TERRACE APARTMENTS DRY ROT REPAIR
13705, 13725, 13745, 13765 56TH AVE. S
TUKWILA, WA 98188
DATE oe /ss /m
PROJECT NO. 0146.10
SCALE V4' = i' -o•
DRAWN BY MGV
CHECKED BY AMA
APPROVED BY GAG
DRAWING NO.
S S — 1
ENGIN
EDMO , WASHINGTON 020
PHONE (425) 778 -8500
FAX (425) 778-5536
TIME TYPICAL DECK REPAIR PLAN
1
CU
PLOT DATE: 06 /01/07 ALE NAME: SS -1.d.9 .
1' -6"
MIN.
2
Ran a^
rP l Is subjel to enves and
ale Approval Of �n'�1.'C�10fi
Notation Cf c -, not
:� � , - code p1' ordinancx Reed*
a
REVISIONS
No changes shall be made to the scope
of work without prior approval of
Tukwila Building Division.
NOTE: Revisions will require a new plan submittal
and may include additional plan review fees.
REVISION NO.
5-0"
TYPICAL DECK REPAIR PLAN
SCALE: 1/4" = 1' -0"
REMOVE DRY —ROT DAMAGED
RIM JOIST AND FASCIA BOARD
W/ PRESSURE — TREATED LIKE
KIND MEMBERS AS NEEDED
\\_ EX. 4x4 POS
TO REMAIN
REVIEWED FOR
CODE COMPLIANCE
APPROVED
AUG - 7 2007
tr
uty Of Tukwila
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
AUG 3 0 2007
PERMIT CENTEI
EXPIRES: 9/5/2009 I
�z�
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 3/4• = 1 -0•
DRAWN BY MGV
CHECKED BY A(TM
APPROVED BY GAG
DRAWING NO.
SS-2
0
ENGINEERING
250 4TH
EDMON S. AVE. ids WASHINGTON 9 020
PHONE (425) 778 -8500
FAX (425) 778 -5538
TrtLE 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
REPLACE DRY —ROT
DAMAGED 2x8 RIM
JOIST W/ LIKE KIND
PLOT DATE 8/23/07 FILE NAME: SS -2Arg
VFY. 2' -6" MIN. OF
EX. JOIST NOT DAMAGED
3" 3/
8d TOE— NAILED'
SIMPSON A35 AT ®6" O.C.
EA. SISTERED SIMPSON LTP4
JOIST 10d COMMON
NAILS, TYP.
AUG 3 0 Z007
PE RM[I CtiNTE-
REMOVE EX. BLKG. FOR
SISTERING OF JOIST &
REPLACE IN LIKE KIND
1' -6"
MIN.
0
M
TYPCIAL DECK SECTION
SCALE: 3/4" = 1' -0"
I EXPIRES: 9/5/2009 I
05184/2015 17:38 4253406476
JUL -11 -2007 10:55AM From:
F LE COPY
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PAGE 04
4215 - A Russell Rd
M ?L L.,._ Mukllteo, WA 98275
425 -349 -3606
GLASRAIL: POST i 1 SERI MTG BRIT PROCEDURE
REVISION N0
Doi- z119.
REVIEWED FOR
CODE COMPLIANCE
APPROVED
AUG - 7 2007
Ci Of Tukwila
BUILDIN DIVISION
---- GLASRAIL 4X4 POST
- - 1" HOLE PLUG
3/8" X (3" PLATED LAG SCREW
1" HOLE PLUG
• USE SPACERS AS RE
TO PLUMB UP POSTS
GLASRAIL POST
INSERT MTG EMT
3/8" X 2" GALVANIZED
WASHER (SPACER)
1116" EPDM WASHER
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