HomeMy WebLinkAboutPermit D10-126 - ASHLEY FURNITURE - INSULATION AND REROOFASHLEY FURNTTURE
17601 SOUTHCENTER PY
D10 -126
City okukwila
•
Department of Community Development
6300 Southcenter Boulevard, Suite #100
Tukwila, Washington 98188
Phone: 206 -431 -3670
Fax: 206 -431 -3665
Web site: http: //www. ci. tukwi la. wa. us
DEVELOPMENT PERMIT
Parcel No.: 3523049087
Address: 17601 SOUTHCENTER PY TUKW
Suite No:
Permit Number: D10 -126
Issue Date: 05/26/2010
Permit Expires On: 11/22/2010
Tenant:
Name: ASHLEY FURNITURE
Address: 17601 SOUTHCENTER PY , TUKWILA WA
Owner:
Name: LEVITZ TUKWILA LLC
Address: 180 N STETSON AVE #324 -D , CHICAGO IL 80601
Phone:
Contact Person:
Name: JIM HUBBARD
Address: 801 CENTRAL AV N , KENT WA 98032
Phone: 253 - 859 -0903 X -110
Contractor:
Name: NORTHWEST ROOF SERVICE INC.
Address: P.O. BOX 1697 , KENT, WA 98032
Phone: 206 859 -0903
Contractor License No: NORTHRS088DW
Expiration Date: 10/15/2011
DESCRIPTION OF WORK:
REMOVE EXISTING INSULATION AND BUILT UP ROOFING. INSTALL NEW R -21 INSULATION AND 45 MIL SINGLE PLY
ROOF
Value of Construction:
Type of Fire Protection:
Type of Construction:
$302,000.00
Fees Collected: $5,182.86
International Building Code Edition: 2006
Occupancy per IBC: 0019
* *continued on next page **
doc: IBC -7/07
D10 -126 Printed: 05 -26 -2010
•
City of Tukwila
Department of Community Development
6300 Southcenter Boulevard, Suite #100
Tukwila, Washington 98188
Phone: 206 - 431 -3670
Inspection Request Line: 206 - 431 -2451
Web site: http: / /www.ci.tukwila.wa.us
Permit Number: D10 -126
Issue Date: 05/26/2010
Permit Expires On: 11/22/2010
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:
Perrnit Center Authorized Signature:
I hereby certify that I have read an
governing this work will be compli
N
exa
d wit
Date:
ned this permit and know the same to be true and correct. All provisions of law and ordinances
whether specified herein or not.
The granting of this permit does not p - su e to give authority to violate or cancel the provisions of any other state or local laws regulating
construction o the performance of work. ' am authorized to sign and obtain this development permit.
Signature. �X n Date: ^ 7.)=.^��
Print Name: v
■
A,,,,
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 -7/07
D10 -126 Printed: 05 -26 -2010
• r
City of Tukwila
Department of Community Development
6300 Southcenter Boulevard, Suite #100
Tukwila, Washington 98188
Phone: 206-431-3670
Fax: 206 - 431 -3665
Web site: http: //www.ci.tukwila.wa.us
Parcel No.: 3523049087
Address:
Suite No:
Tenant:
17601 SOUTHCENTER PY TUKW
ASHLEY FURNITURE
PERMIT CONDITIONS
Permit Number:
Status:
Applied Date:
Issue Date:
D10 -126
ISSUED
05/13/2010
05/26/2010
1: ** *BUILDING DEPARTMENT CONDITIONS * **
2: No changes shall be made to the approved plans unless approved by the design professional in responsible charge and the
Building Official.
3: All mechanical work shall be inspected and approved under a separate permit issued by the City of Tukwila Permit Center
(206/431- 3670).
4: 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.
5: 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.
6: Manufacturers installation instructions shall be available on the job site at the time of inspection.
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 electrical work shall be inspected and approved under a separate permit issued by the City of Tukwila Building
Department (206- 431 - 3670).
9: Prior to final inspection for this building permit, a copy of the roof membrane manufacturer's warranty certificate
shall be provided to the building inspector.
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.
* *continued on next page **
doc: Cond -10/06
D10 -126 Printed: 05 -26 -2010
O
•
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 performance of work.
Signature:
Print Name:
Date:
doc: Cond -10/06
D10 -126 Printed: 05 -26 -2010
CITY OF TUKWILA
Community Development Department
Public Works Department
Permit Center
6300 Southcenter Blvd., Suite 100
Tukwila, WA 98188
http://www.citukwila.wa.us
Building Permit No. b I 1)-(0
Mechanical Permit No.
Plumbing /Gas Permit No.
Public Works Permit.No.
Project No.
(For ofce use only)
Applications and plans must be complete in order to be accepted for plan review.
Applications will not be accepted through the mail or by fax.
* *Please Print **
SITE LOCATION
Site Address: ri ( f
Pt k►•l a..Nc F u r t,; rt.
Tenant Name:
King Co Assessor's Tax No.:
5,L3OL — q0 k7
Suite Number:
Floor:
New Tenant: ❑ Yes ..No
Property Owners Name:
Mailing Address:
City
State
Zip
CONTACT PERSON - who do we contact when your permit is ready to be issued
Name: —4.∎ •� ' M\toboSS'
Mailing Address: Q (.0 -t"■'1 r0.■ C\
E -Mail Address: . �-.� b v
Day Telephone: L 5 3- es 5 4k.- 003 X \\
611.c\lc. !w AN) 3 Z.
City State Zip
Fax Number:
GENERAL CONTRACTOR INFORMATION —
(Contractor Information for Mechanical (pg 4) for Plumbing and Gas Piping (pg 5))
Company Name:Nw 9%00 St 5 OS' v
Mailing Address: 1E10 \ Ld r► 4rct. >A
Contact Person:
E -Mail Address: eb. .
Contractor Registration Number: N 0,T1A b % b
41,p
k<4 ■AtIr- '19D S
City State Zip
Day Telephone: .i 3 -5 ek^ 6 d Q 1
Fax Number: Z 5 3 • t8 5a ~ ) a
Expiration Date: 6 \' \`Z.,a \ b
ARCHITECT OF RECORD - All plans must be wet stamped by Architect of Record
Company Name:
Mailing Address:
Contact Person:
E -Mail Address:
City
Day Telephone:
Fax Number:
State
Zip
ENGINEER OF RECORD - All plans must be wet stamped by Engineer of Record
Company Name:
Mailing Address:
City
Contact Person: Day Telephone:
E -Mail Address: Fax Number:
11:\Applications \Forms- Applications On Line \2009 Applications \I -2009 - Permit Application.doc
Revised: 1 -2009
hh
State
Zip
Page 1 of 6
BUILDING PERMIT INFORMATION - 206 - 431 -3670
Valuation of Project (contractor's bid price): $ 302- `o a O Existing Building Valuation: $
Scope of Work (please provide detailed information): cN d...+-.0 u-L._ Ly -.'S,' 1r: ---.% ..N S w` a- kr:0n
°I- B•.. \'I% op Cv a <r. , • SAS irs. \.\ r‘1,.....1 R-Ll. y.. 6...`144 Is-%
"Ir 11 G- . :\ —c C $∎n \4 Pk. rdel IT
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.
H:\Appltcanons\Ponns- Applications On Line \2009 Applications \1-2009 - Permit Application.doc
Revised: 1 -2009
bh
Page 2 of 6
Existing
Interior Remodel
Addition to
Existing
Structure
New
Type of
Construction per
IBC
Type of
Occupancy per
IBC
15t Floor
2nd Floor
3`d Floor
Floors thru •
Basement
Accessory Structure*
Attached Garage
Detached Garage
Attached Carport
Detached Carport
Covered Deck
Uncovered Deck
PLANNING DIVISION:
Single family building footprint (area of the foundation of all structures, plus any decks over 18 inches and overhangs greater than 18 inches)
*For an Accessory dwelling, provide the following:
Lot Area (sq 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.
H:\Appltcanons\Ponns- Applications On Line \2009 Applications \1-2009 - Permit Application.doc
Revised: 1 -2009
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 0 . NER OR AUTHOR E i GENT
Signature:
Date: S e'S N
Print Name: S - Day Telephone: Z5 L "J `('O Qt 3
Mailing Address: Bb •°•\ J Q--
ApeNA - ck 86101.
City
State
Zip
Date Application Accepted: S
Date Application Expires:
Staff Initials:
HMpplications\Fonns- Applications On Line\2009 Applications \I 2009 - Permit Applicai on.doc
Revised: 1 -2009
bh
Page 6 of 6
City of Tukwila,
Department of Community Development
6300 Southcenter Boulevard, Suite #100
Tukwila, Washington 98188
Phone: 206 - 431 -3670
Fax: 206 - 431 -3665
Web site: http: //www. ci. tukwila. wa. us
SET RECEIPT
RECEIPT NO: R10 -01585
Initials: WER
Payment Date: 08/16/2010
User ID: 1655 Total Payment: 123.00
Payee: DENNIS SCHLOSSER
SET ID: 0816 SET NAME: ASHLEY FURNITURE
SET TRANSACTIONS:
Set Member
D09 -256
D10 -126
TOTAL:
Amount
60.00
63.00
60.00
TRANSACTION LIST:
Type Method Description Amount
Payment Credit C VISA 123.00
TOTAL: 123.00
ACCOUNT ITEM LIST:
Description
Account Code Current Pmts
PLAN CHECK - NONRES
000.345.830
TOTAL:
123.00
123.00
PAYMENT
RFrFIVED
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
RECEIPT
Parcel No.: 3523049087 Permit Number: D10 -126
Address: 17601 SOUTHCENTER PY TUKW Status: PENDING
Suite No: Applied Date: 05/13/2010
Applicant: ASHLEY FURNITURE Issue Date:
Receipt No.: R10 -00831
Initials:
User ID:
Payee:
WER
1655
Payment Amount: $5,182.86
Payment Date: 05/13/2010 11:17 AM
Balance: $0.00
NORTHWEST ROOF SERVICE
TRANSACTION LIST:
Type Method Descriptio Amount
Payment Check 28894 5,182.86
Authorization No.
ACCOUNT ITEM LIST:
Description
Account Code Current Pmts
BUILDING - NONRES
PLAN CHECK - NONRES
STATE BUILDING SURCHARGE
000.322.100
000.345.830
640.237.114
Total: $5,182.86
3,138.40
2,039.96
4.50
PAYMENT
RECEIVED
doc: Receipt -06 Printed: 05 -13 -2010
INSPECTION NO.
INSPECTION RECORD
Retain a copy with permit
,Old°'12-ja
PERMIT NO. may.,,,,,
CITY OF TUKWILA BUILDING DIVISION fc'��
6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431670
Permit Inspection Request Line (206) 431 -2451
Proj t:
CA
'r.)
'tU,e
Type of Inspection:
C' 0 8 „, (L'
Address:
Date le p Jf--F fNi (XI
Special Instructions:
e'.V''
!/'
_
Date Wanted: _a.m:
Requester:
Phone No:
753 -RSy' .--D1
pproved per applicable codes. Corrections required prior to approval.
COMMENTS: v dr f u4 [� Q� J--s
�J ,_vi..
ref' .p
ITE II I I
r7 REINSPECTION FEE REQUIRED, "ri't r to next inspection, fee must be .
paid at 6300 Southcenter Blvd., Suite 00. Call to schedule reinspection.
e '
INSPECTION NO.
CITY OF TUKWILA BUILDING DIVISION
6300 Southcenter Blvd., #100, Tukwila, WA 98188
INSPECTION RECORD
Retain a copy with permit
O( /2
PERMIT NO.
(206)431 -36
Pro Ae5ct: k F., f A r ' '
Type ! f s so p ecT elc tion: S
Clv"` I
Address: 7
7(nd 1 .Sc —p-�
Date Called:
7
Special Instructions:
r�
04:4 i / } _
Date Wanted: //
—7- -/(6
"/0
a.m�
p.m.
Requester:
PhoneNo:
f/
ElApproved per applicable codes. Corrections required prior to approval. fI
COMMENTS:
Arr. ( p J o v 0C
Dice- I o d f e
Inspe
Date : "1 — /6 - ( 1
❑ $60.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be
paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection.
Receipt No.: 'Date:
- INSPECTION NO.
INSPECTION RECORD
Retain a copy with permit
,O /o -/2 -
PERMIT NO.
CITY OF TUKWILA BUILDING DIVISION
6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670
Projjjct: .....—
Type of Inspection: .
Address:
/760 / 5491 /4n0r✓4•, Py
Date Called:
Special Instructions:
Date Wanted: _
�- r /.-- lU
rn-:
p.m.
Requester:
/4_,.A.,/,
Phone No: Q
� a ‘ -25'6 - S C /.tr
Approved per applicable codes.
Corrections required prior to approval.
COMMENTS:
A) f�y dc-i I,f t
z77
,L
A' /D,) I ( n r-,/,)
L__
4-1 ( ,u_v
Dix_ 7- -,
C-t]Ue f Afr-r)`
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/,
^--, 4 .
, 1
Inspect r: j1 / �, Date: -7 _ / !,
El $60.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be
paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection.
Receipt No.:
Date:
INSPECTION RECORD
Retain a copy with permit
c -�
Q(v -12(o
PERMIT NO.
CITY OF TUKWILA BUILDING DIVISION
6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670
Pro' ct: /
/ 54(? i ✓r/t.`t"U /P
Type of Inspection:
g-c, O`�` 5k-e.
t
-n. (o
Address:
t'7 60 S� pi4 1 kiJA
Date Called:
1
Special Instructions:
7ate Wanted:
7
—4" -- / 40
a.m
p.m.
Requester:
/1 e SPA
, i P pi- S
Phone No:
co
X
Approved per applicable codes.
Corrections required prior to approval.
COMMENTS: PA7 s AA r d J. A Q
d
�K IT 61) j--,r st? ZS
01 0/ . P...n.A - 5kc�
tJ& -A-f u -f 3/1 S a i-rL w
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X
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A 1 L A. J
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Inspegtor:
ri $60.00 REINSPECTION FEE REQUIRE . Prior to inspection, fee must be
paid at 6300 Southcenter Blvd., Suite 100. Call to- schedule reinspection.
Receipt No.:
'Date:
INSPECTION RECORD
Retain a copy with permit
INSPECTION NO. PERMIT NO.
GNP
(D -ace
CITY OF TUKWILA BUILDING DIVISION
6300 Southcenter Blvd., #100, Tukwila, WA 98188
(206)431 -3670
Project:
Pld,`(e1 v rArtUi f
Type o Inspec n: t
0 -) k . /1 I
Address: I
1 1 (O SC. pkilcwiti
Date Called: /
Spe cial Instructions:
04 (4 4 2 -v (�
.
te Wanted: `a.m_`
7 f ._ t 3 p.m.
Requester:
w
Phone No: -°41°-3
Approved per applicable codes.
orrections required prior to approval.
COMMENTS:
1 -ti,.Q SL e it-, ; A (Z'I) -
a ,),`',t! ■
-11,1 -11,1
Ato it-o p U A t ( �i Are_
M) -Dic e fU tM v s r
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pector:
Date;---1 r v
$60.00 REINSPECTION FE R QUIRED. Prior to inspection, fee must be
paid at 6300 Southcenter Blvd. Suite 100. Call to schedule reinspection.
Receipt No.:
Date:
rr
ert.
INSPECTION RECORD
Retain a copy with permit
C
PERMIT NO.
CITY OF TUKWILA BUILDING DIVISION •)d-'
6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670
Projea:�� � �
A
U � :1-06P
4
Type of Inspection: � %
(( oof S e.' `. 17
Address:
q t61 !S
p 4(J1 .y
Date Called:
Special Instructions:
/
Date Wanted:
(
�'
_ _ ca.m.
1SR P
Requester:
Phone
2 s
— d 5 7 "t (v 3
0 Approved per applicable codes.
Corrections required prior to approval.
COMMENTS:
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pr6Jp..41
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Inspector:(
$60.00 REINSPECTION FEE REQUIkED. Prior to inspection, fee must be
paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection.
Date:
to 15
Receipt No.:
Date:
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 -3E}70
�r
Project:
A-5(n ie �,�f�,I�' ✓J�
1
Type Inspection: \
� -e - i2 -/2�UF
Address:
Date Called:
Special Instructions:
Oco 53 -01
,� �- Spelt S � '
Date Wanted: a.m.
Requester:
��AI1
Phone No•
`y ?-� (° — '7Y4 -3112
Approved per applicable codes.
Corrections required prior to approval.
COMMENTS:
kj I M A ,�-�, W A.rf A
a._ r-; ,<.. 01— x.,.44 5
,.e:
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_
Inspect
'Date: s 2 7_ ro
❑ $60.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be
paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection.
Receipt No.:
Date:
4
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INSINZEME
ISINESEI
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C.) Everett
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Portland
2' San Diego
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SEPARATE PERMIT
REQUIRED FOR:
Mechanical
JI Electrical
gr Plumbing
P'Gas Piping
City of Tukwila
uo_ niNci r iviStoN
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.
REVIEWED FOR
CODE COMPLIANCE
APPRInvED
JUL 16 21110
City° T Ila
_BUILDING /IgInW
Ashley Furniture Home Center TI
Tukwila, Washington
REVISION N
Existing Roof Top Unit Support
Structural Calculations
Prepared For:
Seattle Furniture Partners, LLC
July 8, 2010
DCI Job #09 -21 -052
Prepared By:
DCI ENGINEERS
10900 NE 4TH STREET, SUITE 1200
BELLEVUE, WASHINGTON 98004
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RECEIVED
JUL 12 2010
PERMIT CENTER
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D'AMATO CONVERSANO INC.
Project
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Project No.
001 14_ 0,r2-
Sheet No.
Subject gm SirPo ---�
Date
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PIFF-EWT ffeS �F
0111 TS GIsr NA_ A
OF (b) L1.
Or IT 1.7.-e Ill 614 4T
11
5`I '` 12-2
' 1 x 107 11
4
12`+PS
sS�- 10 Pow. SJnM,
of Occs 4L -T3.
D C I
Ef1GIf1EER5
Project No.
0 I- OS2
Sheet No.
Project Ley Fat1 rio n..E
Date
Subject r- _ ,
�71.A'� 1►� l° thUir fry f‘ A (tAXST Cfie
O
0
Q
(;) 3`/1..)c I *'A1 DF '5s "K PM- limo
(P-) 067c 11 v(F — 'f4 ° - FV.. Gyp°
'7 /7/1 o
By efts
Multiple Simple Beam Design
LiCtr# :;KW`06006396rsi' ,.,.'ti' ! LIMN,
Description :
Wood Beam Design : Purlin 1
BEAM Size :
Wood Species :
Fb - Tension
Fb - Compr
Applied Loads
3.50 X 14.880, Sawn Fully Braced
Using Allowable Stress Design with 2006 IBC
Douglas Fir - Larch
1,800.0 psi Fc - Pill 1,100.0 psi
1,800.0 psi Fc - Perp 625.0 psi
Unif Load: D = 0.0070. S = 0.0250 kilt, Trib= 8.0 ft
Point: D = 0.70 k @ 4.0 ft
Point: D = 0.70 k @ 6.50 ft
Design Summary
Max fb /Fb Ratio = 0.967. 1
fb : Actual : 2,001.07 psi at 10.497 ft in Span # 1
Fb : Allowable : 2,070.00 psi
Load Comb : +D +S +H
Max fv /FvRatio = 1.000: 1
fv : Actual : 109.29 psi at 0.000 ft in Span # 1
Fv : Allowable : 109.25 psi
Load Comb : +D +S +H
Max Reactions (k) P 1, k S W E
Left Support 1.75 2.35
Right Support 0.97 2.35
Description :
Wood Beam Design : Purlin 2
BEAM Size :
Wood Species :
Fb - Tension
Fb - Compr
Applied Loads
5.125x18, GLB, Fully Unbraced
Using Allowable Stress Design with 2006 IBC
DF /DF
2,400.0 psi Fc - Pill 1,650.0 psi
1,850.0 psi Fc - Perp 650.0 psi
Point: D = 1.90, S = 4.80 k @ 1.0 ft
Point: D= 2.420, S = 4.80k @9.0ft
Point: D= 1.340, S = 4.80k @17.Oft
Design Summary
Max fb /Fb Ratio = 0.957. 1
fb : Actual : 2,513.88 psi at 9.047 ft in Span # 1
Fb : Allowable : 2,626.33 psi
Load Comb : +D +S +H
Max fv /FvRatio =
fv : Actual :
Fv : Allowable :
Load Comb :
Max Reactions (k)
Left Support
Right Support
ENERCALC, INC. 1983 -2010, Ver. 6.1.03
■
; t F7 '? i tl;44:" ?t fcei�se Uwneii *DCt
Calculations per IBC 2006, CBC 2007, 2005 NDS
& ASCE 7 -05 Load Combinations, Major Axis Ber
Wood Grade : Select structural
Fv 95.0 psi Ebend - xx 1,800.0 ksi Density 32.210 pcf
Ft 950.0 psi Eminbend - xx 580.0 ksi
D(0.058125(0.20)
23.50 ft, 350x14880
H Max Deflections
Downward L +Lr +S 0.000 in Downward Total
Upward L +Lr +S 0.000 in Upward Total
Live Load Defl Ratio 0 <360 Total Defl Ratio
0.798 in
0.000 in
353
C. +lculations per ICC 2006, CBC 2007. 2005 NDS
& ASCE 7 -05 Load Combinations, Major Axis Ber
Wood Grade : 24F - V4
Fv 265.0 psi Ebend- xx 1,800.0ksi Density 32.210 pcf
Ft 1,100.0 psi Eminbend - xx 930.0 ksi
0.408: 1
124.47 psi at 17.020 ft in Span # 1
304.75 psi
+D +S +H
Li S W E H Max Deflections
3.64 8.77 Downward L +Lr +S
2.02 5.63 Upward L +Lr +S
Live Load Defl Ratio
2300. 5.125x18
0.000 in Downward Total
0.000 In Upward Total
0 <360 Total Defl Ratio
0.837 in
0.000 in
329
DCFENGINEERS
FM, D'AMATO CONVERSANO INC.
Project No.
OSZ
Sheet No.
Project
As( FocLA i7'o
Subject Sr 644 041
Date
717/to
By C
Ey!5Tt1`\6, PO(LU
9A 1 _ .2-31-67ll
k
(±%)
25 eL
174P-79--
�s- 316. -'( 14'/3 Or S
PP-ST e, t A
- 4064
ismiza
enGineERs
Project No.
0;24— C2-
Sheet No.
.S
Project
HL €( fUt,J,TU2 -&
Subject
Date
7/7 //0
By CJ -S
V% r-
17)c(5-n061 S �c-�-`Pe rt`. 0
■10 DTs -
( PL-c-3
7) UU
1141 x 7,33 4- 224 2S e F
= 141 r
1-( cAM
Lbc- 0K- 0.. 00,c,
Wood Beam 91NDS
WOOD BEAM CAPACITY
DCI Job #
Description
09 -21 -052
Beam under sleeper
Span Information (INPUT)
Span = 7.75 ft
Uniform Total Load = 188 plf
Uniform Live Load = 188 plf
Span Calculations (OUTPUT)
Moment = 1411 ft-lbs
Shear = 611 lbs
S rqd = 19.357 inA3
A rqd = 12.2 inA2
I rqd (TL) = 30 inA4
I rqd (LL) = 45 in ^4
Beam Reaction: 729 lbs
Total Load deft. l/x= 1532
Live Load Defl. l/x= 1532
Beam Information (INPUT)
Grade = DF #2
Fb = 875 psi
Fv = 75 psi
E = 1,300,000 psi
Cd (load duration ) = 1.00
Cf (Size Factor) = 1.00
Cv (Volume Factor) = 1.00
Cr (rep Member) = 1.00
Table 23- 1 -A -1,
Table 23- 1 -A-4,
or Table 23 -1 -C -1
Snow Toad etc.
Nominal 2x & 4x, Footnote 3, 23 -1 -A -1
Glulams only per 2312.4.5
Joists etc only = 1.15
Beam Width = 5.50 inches
Beam Depth = 7.50 inches
Beam Calculation (OUTPUT)
Fb' = 875 psi
Fv' = 75 psi
E' = 1,300,000 psi
S act = 51.56 inA3
A act = 41.25 inA2
I act = 193.36 inA4
Beam Check
OK
OK
OK
Deflection= 0.061 in
Dead Load Deflection= 0.000 in
Recommended Camber= 0.000 in
Page 1
Glulams only I
Wood Beam 91 NDS
WOOD BEAM CAPACITY
DCI Job #
Description
09 -21 -052
Sleeper
Span Information (INPUT)
Span = 7.75 ft
Uniform Total Load = 141 pif
Uniform Live Load = 141 plf
Span Calculations (OUTPUT)
Moment = 1059 ft-Ibs
Shear = 505 Ibs
S rqd = 11.046inA3
A rqd = 8.8inA2
I rqd (TL) = 21 inA4
I rqd (LL) = 32 inA4
Beam Reaction: 546 lbs
Total Load defl. Vx= 302
Live Load Defl. I/x= 302
Beam Information (INPUT)
Grade = HF #2
Fb = 1,000 psi
Fv = 75 psi
E = 1,400,000 psi
Cd (load duration ) = 1.15
Cf (Size Factor) = 1.00
Cv (Volume Factor) = 1.00
Cr (rep Member) = 1.00
Table 23- 1 -A -1,
Table 23- 1 -A-4,
or Table 23 -1 -C -1
Snow Toad etc.
Nominal 2x & 4x, Footnote 3, 23 -1 -A -1
Glulams only per 2312.4.5
Joists etc only = 1.15
_
Beam Width = 7.25 inches
Beam Depth = 3.53 inches
Beam Calculation (OUTPUT)
Fb' = 1,150 psi
Fv' = 86 psi
E' = 1,400,000 psi
Sact= 15.06inA3
A act = 25.59 inA2
I act = 26.58 inA4
Beam Check
OK
OK
N.G.
Deflection= 0.308 in
Dead Load Deflection= 0.000 in
Recommended Camber= 0.000 in
Page 1
Glulams only
Project No.
053_
Sheet No.
55K-10
Project
Subject
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Date
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7/7 /10
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Subject \ J 1 1 Mee
Date
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EflGIfEEPS
Project No.
o9 - 9- f --
Sheet No.
SW -13
Project
A45H LE fo (LA rro (Le
Date
7/-7 /10
Subject
)N r Me& C
Bys
ti i"' Pu4u ni
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A cl
INSULATED TPO MECHANICALLY ATTACHED SYSTEMS SPECIFICATION PLATE
FILE C !y PY
tom_ _.-,. VA. n®^
EVERGUARD MEMBRANE
DRILL -TEC FASTENERS
INSULATIOWEX NAG MEMBRANE
Membrane Type
T= TPO
P= PVC
E= EFOM'
1
Construction type
N =New
R = Recover
T = Tear -Off (Complete)
1
Insulation
I = Insulated
N = NorNnsilated
T MA R 1 60FB
Membrane Attachment
MA = Mecharically Attached
FA = Fully Adhered
BA = Ballast Applied
Membrane (thickness and type)
45= 45 mil Smooth
60= 60 mil Smmth
80= 80 mil Smmth
45F8 = 45 mil Fleece Backed
60=B = 60 mil Fleece Backed
8Q B = 80 mil Fleece Balked
Specification
Number
Attachment
Type
Construction
Type
Insulation
TPO
Thickness
Guarantee
Length Up To
(Years)
T MA- N -I -45
New
Tear Off
Recover
New
Tear Off
Recover
Yes
Yes
Yes
Yes
Yes
Yes
.045
12
T MA- N -I -60
Mechanically
Attached
Mechanically
Attached
Mechanically
Attached
Mechanically
Attached
Mechanically
Attached
Mechanically
Attached
.060
15
T MA- N -I -80
T- MA- T -I -45
.080
.045
20
12
T MA T I -60
.060
15
T MA -T I -80
T- MA- R -I -45
.080
.045
20
12
T- MA- R -I -60
.060
15
T MA- R -I -80
T- MA -N -I -45FB
.080
B
.045 FB
■•
20
--
..
• 8 ai..'
T- MA- N- I -60FB
.!. .EM
.060 FB
T- MA- N- I -80FB
T MA T 1 45FB
.080FB 0
.045 FB
��
T- MA- T- I -60FB
.060 FB 0 U 'I
T -MA -T I -80FB
T- MA -R -I -45FB
.080FB '!i1J1111!I
.045 FB
Ik L
12
T MA- R- I -60FB
060 FB
15
T MA- R- I -80FB
.080FB
20
— - .1
Refer to Insulation Attachment and Membrane Attachment Tables for attachment requirements.
Mechanically attached systems require the use of half sheets.
btO1i b.
OR
CE
0
Vila
MON
ED
MAY 13 2010
PE RJ a CEN o E`
E
1
Underwriters
Laboratories inc.
February 10, 2005
GAF Materials Co.
Ms. Beth McSorley
24 Industrial Road
Walpole, MA 02081
Our Reference: R1306
Northbrook Division
a33 9c,
Northbrook a 600624036 USA
viVriatain
t:1 847 272 8800
Based on existing test data the following system meets the requirements of UL 790, Tests for
Fire Resistance of Roof Covering Materials:
Class B - Mechanically Fastened
Deck: C -15/32 Incline: 1/2
Slipsheet: — One or more layers of Atlas Roofing "FR 10 ", "FR 50 ", Elk "VersaShield
FB-1S", " VersaShield FB -2S ", or Type G2 "GAFGLAS #75 Base Sheet ", mechanically
fastened.
Insulation: — Min. 2 in. of Atlas Roofing "ACFoam II ", Firestone "ISO 95 +GL ",
"EnergyGuard ", or "EnergyGuard RA ", mechanically fastened.
Membrane: — "EverGuard TPO ", 45 -80 mil.
Should you have any questions, please contact me.
Very truly yours,
Alpesh Patel (Ext. 42522)
Project Engineer
Fire Protection Division
REVISIONS
No changes shall be made to the scope
of work without prior approval of
Tukwila Building Division.
NOTE: Pev ;sons will require a new plan submittal
1 and may include additional plan review fees.
ASHLEY FURNITURE HOM
INTERIOR RENOVATION
FOR
FILE COPY
Permit No.lo- 12AP
1‘,
a : - a! '- =- to errors and omissions.
d+ �. ents does not authorize
e or ordinance. Receipt
drat f
►5la n o
17601 SOUTHCENTER PARKWAYS ,
TUKWILA, WASHINGTON 9818t8;\0
OWNER: SEATTLE FURNITURE PARTNERS
1431 FM. 1101,
NEW BRAUNFELS, TEXAS 78130
CONTACT: BILL WETTERMAN
PHONE: 830 -515 -1334
fB,,, . ;,
itions is acknowledged:
BUILDING DIVISION
A
SYMBOLS
xxx
XXX
EEO
xxx
XX
ELEVATION SYMBOL
SECTION /DETAIL SYMBOL
WALL TYPE SYMBOL
WINDOW SYMBOL
ROOM NAME & NUMBER SYMBOL
DOOR NUMBER SYMBOL
COLUMN LINE DESIGNATION
LEGAL DESCRIPTION
KING COUNTY TAX ASSESSOR'S PARCEL 1 3523049087
THAT PORTION OF THE NORTHEAST QUARTER OF THE NORTHWEST
QUARTER OF SECTION 36, TOWNSHIP 23 NORTH, RANGE 4 EAST W.M., N
KING COUNTY, WASHINGTON. DESCRIBED AS FOLLOWS:
BEGINNING AT THE NORTHEAST CORNER OF SAID NORTHEAST QUARTER
OF THE NORTHWEST QUARTER THENCE N 87 °4617• W ALONG THE
NORTH LINE OF SAID NORTHWEST QUARTER A DISTANCE OF 48t06
FEET TO THE WESTERLY MARGIN OF SOUTHCENTER PARKWAY; THENCE
8 11 °69'99' E ALONG SAID WESTERLY MARGIN A DISTANCE OF 4t27
FEET TO THE TRUE POINT OF BEGINNING; THENCE CONTINUING 8
11 °69'33' E ALONG SAID WESTERLY MARGIN A DISTANCE OF 67t41 FEET;
THENCE 8 42 °30'2T W A DISTANCE OF 280.99 FEET; THENCE 8
47 °29'33' E A DISTANCE OF 23.25 FEET; THENCE 8 42 °30'2T W A
DISTANCE OF 45..60 FEET; THENCE N 47 °2913' W A DISTANCE OF
23.26 FEET; THENCE 8 42 °30'2T W A DISTANCE OF 127.06 FEET;
THENCE N 62 °44'03' W A DISTANCE OF 842.89 FEET; THENCE N
42 30'27 E A DISTANCE OF 895.97 FEET; THENCE 8 87 45'6T E A
DIMiTANCE OF 229.11 FEET TO THE TRUE POINT OF BEGRINNG.
CONTAINING 432.350 SQUARE FEET OR 9.93 ACRES.
TOGETHER WITH AN EASEMENT FOR SANITARY SEWER PURPOSES OVER
THE WEST 10 FEET OF THE EAST 26 FEET THEREOF PARALLEL TO
SOUTHCENTER PARKWAY.
GENERAL NOTES: FIRE SUPPRESSION
t THE GENERAL CONTRACTOR IS TO OBTAIN THE SERVICES OF A
LICENSED ENGINEER FOR MODIFICATIONS AND ADDRIONS TO THE
EXISTING FIRE BPRONCLER SYSTEM AS REQUIRED BY NEW WORK. VERIFY
LOCATIONS, SPACING , AND NUMBER OF EXISTING FIRE BPRDIXLER
HEADS PRIOR TO COMMENCING DESIGN OR MODI1CATIONB TO THE
EXISTING SYSTEM. DESIGN AND SUPPLY NEW DRY PIPE SPRINKLER
SYSTEM AT NEW CUSTOMER PICK -UP CANOPY. REF. SHEET A8.0.
INSTAL/ADD SEISM BRACING AT ALL FIRE SPRINKLER SYSTEM PIPING
AS REQUIRED BY CODE
2. VERIFY EXISTENCE OF DUCT SMOKE DETECTORS AT EXISTING HVAC
UNITS AS REQUIRED BY CODE ADD /MODIFY SMOKE DETECTION
SYSTEMS AS REQUIRED.
INDEX OF DRAWINGS
A
A0.0 COVER SHEET
A0.1 EGRESS PLAN
AtO FLOOR PLAN
A1.1 FLOOR PLAN DETAILS
At2 FLOOR PLAN DETAILS
A1.3 FLOOR PLAN DETAILS
A1.4 FLOOR PLAN DETAILS
A2.1 WALL FINISH PLAN DETAILS
A2.2 FLOOR FINISH PLAN
A2.3 FLOOR FINISH PLAN DETAILS
A2.4 MOLDING PLAN
A9.0 REFLECTED CEILING AND LIGHTING PLAN
LAN DETAILS
A 8.0 ELEVATIONS
A8.1 SECTIONS
A6.2 SECTIONS
ASS RECTIONS
48.4 TRU88 REVISIONS
A8.0
A8.1
A8.2
A8.3
A8.4
A8.6
A8.8
INTERIOR WALL TYPES, ELEVATIONS, AND DETAILS'
INTERIOR WALL TYPES, ELEVATIONS, AND DETAILS
INTERIOR WALL TYPES, ELEVATIONS, AND DETAILS
INTERIOR WALL TYPES, ELEVATIONS, AND DETAILS
INTERIOR WALL TYPES, ELEVATIONS, AND DETAILS
INTERIOR WALL TYPES, ELEVATIONS, AND DETAILS
INTERIOR WALL TYPES, ELEVATIONS, AND DETAILS
AE1.1 ARCHITECTURAL POWER FLOOR PLAN DETAILS
AE1.2 ARCHITECTURAL SCHEMATIC SECURITY PLAN
C1.0 PROPOSED SITE PLAN
C1.1 ENTRANCE DETAIL
Bit STRUCTURAL GENERAL NOTES
812 STRUCTURAL GENERAL NOTES
913 STRUCTURAL GENERAL NOTES
82.1 STRUCTURAL FOUNDATION PLAN
82.2 STRUCTURAL LOW ROOF FRAMING PLAN
82.3 STRUCTURAL HIGH ROOF FRAMING PLAN
82.4 STRUCTURAL CANOPY PLAN AND DETAILS
83.1 STRUCTURAL ELEVATIONS AND DETAILS
84.1 STRUCTURAL FOUNDATION DETAILS
85.1 STRUCTURAL FRAMING DETAILS
86.2 STRUCTURAL FRAMING DETAILS
86.9 STRUCTURAL FRAMING DETAILS
88.1 STRUCTURAL BRACE FRAME ELEVATIONS & DETA
87.1 STRUCTURAL COLD FORMED STEEL DETAILS
87.2 STRUCTURAL COLD FORMED STEEL DETAILS
-REVIEWED FOR
CODE COMPL
APPROVED
8 MAY 2 5 201`t
0 A�
may, �Y-
City ot Tukwila
BUILDING DIVISION
BUILDING DATA
APPLICABLE CODES
BUILDING CODE
ELECTRICAL CODE
ENERGY CODE
MECHANICAL CODE
PLUMING N CODE
FIRE CODE
INTERNATIONAL BULDIO CODE- 2000 EDITION WITH ADOPTED AMENDMENTS
NATIONAL ELECTRIC CODE - 2006 EDITION WITH ADOPTED MEND ENTB
WASINGTON STATE ENERGY CODE WITH ADOPTED AYENDIET T8
INTERNATIONAL MECHANICAL CODE 2000 EDITION WITH ADOPTED AMENDMENTS
UNFORM PLUMBSNS CODE 2008 EDITION WITH ADOPTED AMENIMENTS
INTERNATIONAL PINE CODE 2000 EDITION WITH ADOPTED AMENDMENTS
OCCUPANCY CLASSIFICATION!
OCCUPANCY GROUP M NERCNANTLE
GROUP 8-1 STORAGE
TYPE OF CONSTRUCTION! TYPE 3-13 FULLY 8PRI8RED
FIRE PROTECTMIF FULLY BPRDOILED
NOTE CONTRACTOR 18 TO PROVIDE FIRE EXTDIOUIBIERO RATINCI 2A .1080 AT LOCATIONS AS DIRECTED
BY THE OFFICIAL. MAXIMUM 76 ' TRAVEL DISTANCE BETWEEN FIXTURES. CABINETS AS SELECTED
01MD06LABE00
NEW RETAIL WOBHOUT• 66486 85.
OarTD83 WAREHOUSE (MO WORK SCHEMED} 80.808 8F.
TOTAL BIDING AREA • 166,881 S.F.
TOTAL FMBTIOUT AREA THIS PERMIT* 68,486 8F.
•HD.Be ALL WORK TO MEET ADA 8 WASHINGTON STATE HANDICAP REQUIREMENTS AS APPLICABLE.
VICINITY MAP
ISSUE FOR PERMITTING AND CONSTRUCTION: 12/03/2009 D I %�
1V
ARCHITECT OP RECORD:
X16
architects t: urbanist
207 SAN JACINTO BLVD.
SUITE 301
AUSTIN. TEXAS 78701
512/9164041 FAX: 517/9160051
ASSOCIATE ARCHITECT:
DAVID BESSENT
ARCHITECTS, INC.
db
3939 BEE CAVE ROAD
BUILDING)), SUITE 8-17
AUSTIN, TEXAS 78746
512/327-6868 FAX: 512/3276030
ASHLEY
FURNITURE
TUKWILA
WASHINGTON
SUITE 100
17601 SOUTHCENTER PKWY.
TUKWILA, WA 98188
DATE ISSUED: 12/03/2009
PRINT DATE: 05/04/2010
R^EVISIONS:
/I \2 -1 -10 PERMIT COMMENTS
A4 -22 -10 REVISIONS
A4 -28-I0 CLARFICATION5
DRAFTED: LDL REVIEWED: DB
PROJECT NUMBER:
0812
DRAWING NAME:
cO &PED
MAY 13 2010
Ma IfA17 CR
AO.0
GENERAL NOTES:
1. EXISTING BUILT-UP ROOF TO REMAIN.
THOROUGHLY INSPECT ALL EXISTING
ROOF SYSTEM COMPONENTS INCLUDING
ROOF MEMBRANES, FLASHINGS,
EQUIPMENT SUPPORTS, PENETRATIONS,
EXISTING ROOF DECK ETC. REMOVE
AND REPLACE/REPAIR ALL COMPONENTS
AS REQUIRED FOR A COMPLETE
WATERTIGHT AND STRUCTURALLY
SOUND ROOF SYSTEM.
2. FLASH AND PATCH EXISTING ROOF
SYSTEM AT AREAS OF NEW WORK FOR A
WATER TIGHT ASSEMBLY TYP.
3. PROVIDE GUTTER SUPPORTS AS
REQUIRED AT ALL NEW GUTTER
LOCATIONS. FLASH NEW GUTTERS AT
EXISTINO EDGE OF ROOF GRAVEL STOP
TYP.
COST. BUILT -UP ROOF
SYSTEM AND TFPICAL
EDGE OF ROOF
CONDmON.
FIASH NEW GUTTER
UNDER 22157. EDGE OF
ROOF FLASHING TW.
TOR ELF/.A5 SHOWN
ON ROOF RAN TYP.
NEW 054!! !REFINISHED
AWM. GUTTER
GUTTER SUPPORT 05
REGUIRED
3N6' DOWN SPOUT
EXIST CONC. TILT
WALL PANEL
GUTTER STRAPS A5
REQUIRED TYP.
EXIST PAVING. TYP
0
NEW TPO RO05
AT NEW CUSTOMER
P1CR -UP CANOPY re.
NEW GUTTER
AND DN5P15
D FO
OMPLIA C
ROVED
25 2010
kwila
brVISI NI
2515T.
TOR I40
5T.
TOR 14'0
100 5T 15'4'
TOR 1C-2.
UST.
TOR IT -I'
TOR IT -11'
IDn5T. •
TOR I0 -T TOR I. 9 -5'
5T.
OR 20 -3'
5T.
TOR 20 -3'
TO 25 -3' TOR 20 -3' TOR 20-
NEW TPO ROOF
AT NEW FACADE
000[17 M.
SLOPE I/4YPT.
IX 15T R0 )F HATCH
TOR AT DRAIN
13'.T
NEW ROOF
SLOPE 1 /4•/12.
EXIST.
OR 15'4'
5T. 1
TOR 194' TOR 154' TOR 19'4' TOR 19'4' ' OR 19'4• TOR 110 r TOR 19'4'
NEW RIDGE 50-0
0
NEW METAL ROOK
AT NEW FACADE
ELEMENT.
EX15T.
10119-0 Irz•
IUUKTIY-0 I/2•
NEW TPO ROOF
AT NEW FACADE
ELEMENT T7'.
OR 14'05
NEW 0N5PT
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SCALE: 1I2" 1' -0'
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1 SCHEMATIC ROOF PLAN
SCALE: 1/15'•1' -0'
A
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ARCHTTECT OF RECORD:
M16
architects & urbanhts
207 SAN JACINTO BLVD.
SUITE 301
AUSTIN, TEXAS 78701
512/9160041 FAX: 512)9160051
ASSOCIATE ARCHITECT:
DAVID BESSENT
ARCHITECTS, INC.
db
3939 BEE CAVE ROAD
BUILDING B, SUITE 8-17
AUSTIN, TEXAS 78746
512/327-6868 FAX: 512/327-6030
ASHLEY
FURNITURE
TUKWILA
WASHINGTON
SUITE 100
17801 SOIJTHCENTER PKWY.
TUKWIIA. WA 98188
DATE ISSUED: 2!0112010
PRINT DATE: 05/04/2010
REVISIONS:
n2 -1- I 0 PERMIT COMMENT5
2 -1 I -10 CIARIPICATION5
DRAFTED: MOIL REVIEWED: DB
PROJECT NUMBER:
0812
DRAWING NAME:
ROOF PLAN
RECEIVED
MAY 13 2010
LJ' '
:.1:: ...:.
R
KSM
'� j � P � t Ti . _,,i,, � • :�'?�. �. S S � ?� 1. �`�' � � � g
ro � L '� .'., � 1fi�r .ti._ , ' _ u� Sc + _ t � ; • .a .. ats ' b`. )x _.. i `? .rx § 1,. ,t a_ t a? ^:
f
Sala Aredoclate4, 41e
Douglas H. Seidler
P.O. Box 758
Sumner, WA 98390
E -Ma�7: DouglasSeidler (aoLcom
Phone: 253- 709 -8693
Fax: 253-276-0221
An Authorized
Representative for
67611
GAF IMERIALS
CORPCIRAMOIN
August 31, 2010
NorthWest Roof Service
801 Central Avenue N
Kent, WA 98032
Subject: Final Inspection of GAF installed TPO roof system
`i. En
'AUG 31 2010
cort,,ourcTr
DEVELOPMEJT
�i0
To Whom it May Concern;
I inspected the completed GAF TPO roof system installed on 17601 SouthCenter Parkway,
Tukwila, Washington today. All GAF factory installation and details are according to GAF
specifications and are in acceptable and proper condition.
We do not have any corrections or punch list on this project.
Sincerely,
Douglas H Sei kr
Douglas H. Seidler
President
Authorized GAF factory agent
znn /znnl3i
WITA> - .4flflM- .T.CA,UN.T.Nf J fQCS`fCQPQ7 YV4 Qb:7T nTn7 /T4 /Qn
Northwest ILOOF Service, hr.
Fax
• ,i'OI (ciitlii/T ;4 C ,\'
a<ciit, '(/I_'`1 98L)$2
2444705
4 -477
•.(c(ur( itrvioof.(I111
7b: From Northwest !Roof Service, Inc.
tar Carol Martin
Fax 206-431-3665 Pages:
Phonee Date:
Re: Warranty for Roof CC:
❑ Urgent ❑ For Review ❑ Please Comment ❑ Please Reply ❑ Please Recycle
For permit # D10 -126
ZOO /T00 Cal
A:)TANAS- .4OON- ,T.SAMH.T.N()hJ OR9£09R£47. YV.4 R1:ZT Oi07. /i£/RO
• •
PE T
PLAN REVIEW/ROUTING SLIP
ACTIVITY NUMBER: D10 -126 DATE: 07 -13 -10
PROJECT NAME: ASHLEY FURNITURE
SITE ADDRESS: 17601 SOUTHCENTER PY
Original Plan Submittal
Response to Incomplete Letter #
Response to Correction Letter # X Revision # 1 After Permit Issued
DEPARTMENTS:
BGil�iinisa 1
Public Works
Fire Prevention
Structural
Planning Division
❑ Permit Coordinator
DETERMINATION OF COMPLETENESS: (Tues., Thurs.)
Complete
Comments:
Incomplete
DUE DATE: 07-15-10
Not Applicable
Permit Center Use Only
INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED:
Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials:
TUES/THURS ROUTING:
Please Route
❑ Structural Review Required
No further Review Required yje
REVIEWER'S INITIALS: DATE:
APPROVALS OR CORRECTIONS:
Approved Approved with Conditions ❑
Notation:
REVIEWER'S INITIALS:
DUE DATE: 08-1 2 -10
Not Approved (attach comments)
DATE:
Permit Center Use Only
CORRECTION LETTER MAILED:
Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials:
Documents /routing slip.doc
2 -28 -02
*PE t, w; •
PLAN REVIEW /ROUTING SLIP
ACTIVITY NUMBER: D10 -126 DATE: 05 -13 -10
PROJECT NAME: ASHLEY FURNITURE
SITE ADDRESS: 17601 SOUTHCENTER PY
X Original Plan Submittal Response to Incomplete Letter #
Response to Correction Letter # _ Revision # After Permit Issued
DEPARTMENTS:
inlC� 1t; 1141A -14
ullding ivision Prevention al
Public Works
Structural
Planning Division
Permit Coordinator
U
DETERMINATION OF COMPLETENESS: (Tues., Thurs.)
Complete
Incomplete
❑
DUE DATE: 05 -18 -10
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 ROUTING:
Please Route IX Structural Review Required ❑ No further Review Required ❑
REVIEWER'S INITIALS: DATE:
APPROVALS OR CORRECTIONS:
Approved n Approved with Conditions
Notation:
REVIEWER'S INITIALS: DATE:
DUE DATE: 06 -15-10
Not Approved (attach comments) n
Permit Center Use Only
CORRECTION LETTER MAILED:
Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials:
Documents/routing slip.doc
2 -28-02
•
PROJECT NAME: MN\� Furri i
SITE ADDRESS: tP 011£ £o-i4-
T
PERMIT NO: 0 k (0
ORIGINAL ISSUE DATE: V
REVISION LOG
REVISION
NO.
DATE RECEIVED
STAFF
INITIALS
ISSUED DATE
STAFF
INIT S
j
i- -t1 —tv
01) Ito
-d
(UV-
Summary of Revision: g�rv(A-whit C,9vi GtJ `� % 1 - roo- -gyp uv rr- s upp -r
_
Received by: c_vvni s SGkio cs-c. z_
REVISION
NO.
DATE RECEIVED
STAFF
INITIALS
ISSUED DATE
STAFF
INITIALS
Summary of Revision:
Received by:
(please print)
REVISION
NO.
DATE RECEIVED
STAFF
INITIALS
ISSUED DATE
STAFF
INITIALS
Summary of Revision:
Received by:
(please print)
REVISION
NO.
DATE RECEIVED
STAFF
INITIALS
ISSUED DATE
STAFF
INITIALS
Summary of Revision:
Received by:
(please print)
REVISION
NO.
DATE RECEIVED
STAFF
INITIALS
ISSUED DATE
STAFF
INITIALS
Summary of Revision:
Received by:
(please print)
REVISION
NO.
DATE RECEIVED
STAFF
INITIALS
ISSUED DATE
STAFF
INITIALS
Summary of Revision:
Received by:
City oT Tukwila
REVISION
SUBMITTAL
Department of Community Development
6300 Southcenter Boulevard, Suite #100
Tukwila, Washington 98188
Phone: 206 - 431 -3670
Web site: http: / /www.ci.tukwila.wa.us
Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through
the mail, fax, etc.
Date: 7 " / 3 ` Plan Check/Permit Number:
❑ Response to Incomplete Letter #
❑ Response to Correction Letter #
Revision # after Permit is Issued
❑ Revision requested by a City Building Inspector or Plans Examiner
bert,
bro-1014a
Project Name: A- S11 £ L'% FUR.,ilif L`IJi�C
Project Address:
Contact Person: e t C L 60 S4 -j-'h 4.7# ,L) Phone Number:
Summary of Revision:
g -rUC 0,1 Cr4 .CO L4+r c.vr J le T v "
RECEIVED
CITY OF TUKWtLA
x,.13 2010
Pf4Ir CENTER
Sheet Number(s): 40,-- 6ro 1-1
"Cloud" or highlight all areas of revision including date revisipn
Received at the City of Tukwila Permit Center by:
[q.„-Entered in Permits Plus on
HAApplieations\Forms- Applications On Line \2009-08 Revision Submiltal.doc
Created. 8 -13 -2004
Revised. 8 -2009
Contractors or Tradespeople P ter Friendly Page
•
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.
Business and Licensing Information
Name Northwest Roof Service Inc UBI No. 601360713
Phone 2538590903 Status Active
Address 801 Central Ave N License No. N0RTHRS088DW
Suite /Apt. License Type Construction Contractor
City Kent Effective Date 3/16/1992
State Wa Expiration Date 10/15/2011
Zip 98032 Suspend Date
County King Specialty 1 General
Business Type Corporation Specialty 2 Unused
Parent Company
Other Associated Licenses
License
Name
Type
Specialty
Specialty 2
Effective
Ex Date on
Status
N0RTHR5132PW
Northwest Roof
Service
Construction
Contractor
Roofing
Water
Proofing
10/16/1987
10/5/1992
Archived
Business Owner Information
Name
Role
Effective Date
Expiration Date
Merrill, Allen
£tNbsp;
01/01/1980
Amount
Merrill, Carla
&Nbsp;
01/01/1980
FMTX006753
Bond Information
Page 1 of 1
Bond
Bond Company Name
Bond Account Number
Effective Date
Expiration Date
Cancel Date
Impaired Date
Bond Amount
Received Date
3
CBIC
636607
10/14/2001
Until Cancelled
$12,000.00
10/15/2001
Assignment of Savings Information No records found for the previous 6 year period
Insurance Information
Insurance
Company Name
Policy Number
Effective Date
Expiration Date
Cancel Date
Impaired Date
Amount
Received Date
21
FIRST MERCURY
INS CO
FMTX006753
01/01/2010
01/01/2011
$1,000,000.00
12/28/2009
20
FIRST MERCURY
INS CO
FMTX005143
01/01/2009
01/01/2010
$1,000,000.00
12/29/2008
19
FIRST MERCURY
INS CO
FMTX004187
05/15/2008
05/15/2009
$1,000,000.00
05/15/2008
18
NS ST MERCURY
FMTX001924 -2
05/15/2006
05/15/2008
51,000,000.00
05/15/2007
17
CEOXINGTON INS
41LX04893490
05/15/2005
05/15/2006
$1,000,000.00
05/19/2005
16
FIRST MERCURY
INS CO
FMIL000159
11/01/2004
11/01/2005
$1,000,000.00
11/01/2004
15
CLARENDON
AMERICAN INS
CO
HML0003575
11/01/2003
11/01/2004
$1,000,000.0011
/03/2003
Summons /Complaint Information No unsatisfied complaints on file within prior 6 year period
Warrant Information No unsatisfied warrants on file within prior 6 year period
https://fortress.wa.gov/lni/bbip/Print.aspx
05/26/2010