HomeMy WebLinkAboutPermit D07-049 - HELLMANN WORLDWIDE LOGISTICS - TENANT IMPROVEMENTHELLMAN WORLDWIDE
18289 OLYMPIC AV S
EXPIRED 09-2
D07 -049
Parcel No.: 7888900152
Address: 18289 OLYMPIC AV S TUKW
Suite No:
Tenant:
Name: HELLMANN WORLDWIDE LOGISTICS
Address: 18289 OLYMPIC AV S , TUKWILA WA
doc: IBC -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
Owner:
Name: CAMPBELL JAMES ESTATE
Address: 1001 KAMOKILA BLVD , KAPOLEI HI 96707
Phone:
Contact Person:
Name: DAVID KEHLE
Address: 1916 BONAIR DR SW , SEATTLE WA 98116
Phone: 206 - 433 -8997
Contractor:
Name: PRECISION BUILDERS INC
Address: PO BOX 98609 , DES MOINES WA 98198 -0609
Phone: 206 878 -2948
Contractor License No: PRECIBI151C2
DEVELOPMENT PERMIT
* *continued on next page **
Permit Number: D07 -049
Issue Date: 03/27/2007
Permit Expires On: 09/23/2007
Expiration Date: 01/19/2008
Steven M. Mullet, Mayor
Steve Lancaster, Director
DESCRIPTION OF WORK:
INSTALL NEW EXTERIOR EXIT STAIRWAY AND INSTALL NEW DOOR IN SECOND FLOOR EXTERIOR. REMOVING EXISTING
NON - BEARING WALLS AND INSTALLING NEW.
Value of Construction: $15,000.00 Fees Collected: $518.28
Type of Fire Protection: SPRINKLERS International Building Code Edition: 2003
Type of Construction: VB Occupancy per IBC: 0008
D07 -049 Printed: 03 -27 -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:
Permit Center Authorized Signature:
I hereby certify that I have read and
governing this work will be compile
doc: IBC -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: httn: / /www.ci.tukwila.wa.us
N
Amara(
Permit Number: D07 -049
Issue Date: 03/27/2007
Permit Expires On: 09/23/2007
Date: Of j 01
Steven M. Mullet, Mayor
Steve Lancaster, Director
permit and know the same to be true and correct. All provisions of law and ordinances
er specified herein or not.
The granting of this permit does not presume to give authority to violate or cancel the provisions of any other state or local laws regulating
construction o e pe ormance of work. I am authorized to sign and obtain this development permit.
Signature: / i Date: 3 -z? -0?
Print Name: L1/212-' /4 / . E f
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 -049 Printed: 03 -27 -2007
Parcel No.: 7888900152
Address:
Suite No:
Tenant:
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
18289 OLYMPIC AV S TUKW
HELLMANN WORLDWIDE LOGISTICS
1: ** *BUILDING DEPARTMENT CONDITIONS * **
PERMIT CONDITIONS
Permit Number:
Status:
Applied Date:
Issue Date:
D07 -049
ISSUED
02/13/2007
03/27/2007
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 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: The special inspections and verifications for concrete construction shall be required.
6: The special inspections for steel elements of buildings and structures shall be required. All welding shall be done by
a Washington Association of Building Official Certified welder.
7: The special inspection of bolts to be installed in concrete prior to and during placement of concrete.
8: When special inspection is required, either the owner or the registered design professional in responsible charge,
shall employ a special inspection agency and notify the Building Official of the appointment prior to the first
building inspection. The special inspector shall furnish inspection reports to the Building Official in a timely manner.
9: A final report documenting required special inspections and correction of any discrepancies noted in the inspections
shall be submitted to the Building Official. The final inspection report shall be prepared by the approved special
inspection agency and shall be submitted to the Building Official prior to and as a condition of final inspection
approval.
10: Partition walls that are tied to the ceiling and all partitions greater than 6 feet in height shall be laterally braced
to the building structure.
11: 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.
12: Notify the City of Tukwila Building Division prior to placing any concrete. This procedure is in addition to any
requirements for special inspection.
13: All electrical work shall be inspected and approved under a separate permit issued by the Washington State Department
of Labor and Industries (206/248 - 6630).
14: 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.
D07 -049 Printed: 03 -27 -2007
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
* *continued on next page **
D07 -049 Printed: 03 -27 -2007
I hereby certify that I have read these conditions and will comply with them as outlined. All provisions of law and
this work will be complied with, whether specified herein or not.
The granting of this permit does not presume to give authority to violate or cancel the provision of any other work
construction or the performance of work.
Signature:
Print Name: L l4'&ii -c-�
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
doc: Cond -10/06 D07 -049
Date: 3 - 7 - 7 -6 7
ordinances governing
or local laws regulating
Printed: 03 -27 -2007
•
CITY OF TUKWIL)'
Community Development Department
Public Works Department
Permit Center
6300 Southcenter Blvd., Suite 100
Tukwila, WA 98188
http://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 **
SITE LOCATION
Site Address: `Da 6"1 Olympic. Atte, .
Tenant Name: � CI I &.
IYl Adl/1 r y t 1 0 rUvii d t) L...Dglb+iC6
4� M Property Owners Name: G VA � id d f ly r'LP.i c�5 ,{ t��
Mailing Address: 1? 88 lo IM-C,t t.rchari A- Ye, 60 o.JeUVi�.t.e-
City
Name: a W d.- !�►rc%/u�
Mailing Address: ) - t I , &r iz 7YI V ei 6, VJ .
E -Mail Address: d A eh ►e d l<ch Iearch. £D
Company Name: TO Fe. bd ?xrn �ned
Mailing Address:
Contact Person:
E -Mail Address:
Contractor Registration Number.
Contact Person: 1) � IA/
E -Mail Address:
GT En 9ineer-5
18o NI GJtae45vn 61-reef
Company Name:
Mailing Address:, 6
Contact Person: 1:2 • 1 C-g — ' ' "`�" 6-1171-/
E -Mail Address: r h Uti ion D 6.4 en q i neenn9. LD/n
Q: 1ApplicationsTanns- Applications On Linc\3- 21106 - Patnit Application.doc J
Rcviscd: 4-2006
bh
King Co Assessor's Tax No.: 7 88 8 -1— 00151
City State I Zip
Fax Number. r9 0 W • c: 4 tf" 0 M
Stare
Zip
TUKWILA
Building Permit No. r)10 04q
Mechanical Permit No.
Plumbing/Gas Permit No.
Public Works Permit No.
Project No.
(For office use only)
Suite Number. Floor.
New Tenant: ❑ Yes X..No
Ge 9bIto8
s tate zip
CONTACT PERSON
Day Telephone: ,a (0 - 3 '889 7
t (1 0)14 9811(0
GENERAL CONTRACTOR INFORMATION —
(Contractor Information for Mechanical (pg 4) for Plumbing and Gas Piping (pg 5) )
City
Day Telephone:
Fax Number.
Expiration Date:
ARCHITECT OF RECORD — All plans must be wet stamped by Architect of Record
Company Name: 1J a W/ et, h 1/t& 1 `T r d ` , kd+ !� / . l Q
Mailing Address: 1 9/(i 1)On d•!•t' r ..3 Uv t /t �Z w4 9 !J i / e
City State Zip
Day Telephone: c:201, - . 1
Fax Number. .Auto 0 - g.31Q !
ENGINEER OF RECORD — All plans must be wet stamped by Engineer of Record
VIA 9810/
City State p
Day Telephone: ? O a $5
Fax Number. e910(0 o? as - O(O / t5
Page 1 of 6
BUILDING PERMIT INFORIA-AON — 206 -431 -3670
Valuation of Project (contractor's bid price): $ /5 000. Existing Building Valuation: $
Scope of Work (please provide detailed information):
I nS1 fiee,d e<,n ar _414 - S L .)I y n dr Jn s 14 L I1 & o cE oor
I fl A 4Fioor :✓X ort Dvin 9 110p- basin
IP ,� ) rs I --IJAI Aft).
J J
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 for 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:
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? 0.. Yes ❑ .. No
If "yes", attach list of materials and storage locations on a separate 8 -1 /2 x 11 paper indicating 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 :Wpplications Fonns- Applications On Line \3 -2006 - Pcnnit Applicabon.dac
Rcviicd: 4-2006
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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
Q ioo
8. 0
2" Floor
//���/
- 1 04-5
t3oo
v- b sp.
6 t
3 Floor
�
Floors thin
Basement
Accessory Structure*
Attached Garage
Detached Garage
Attached Carport
Detached Carport
Covered Deck
Uncovered Deck
BUILDING PERMIT INFORIA-AON — 206 -431 -3670
Valuation of Project (contractor's bid price): $ /5 000. Existing Building Valuation: $
Scope of Work (please provide detailed information):
I nS1 fiee,d e<,n ar _414 - S L .)I y n dr Jn s 14 L I1 & o cE oor
I fl A 4Fioor :✓X ort Dvin 9 110p- basin
IP ,� ) rs I --IJAI Aft).
J J
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 for 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:
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? 0.. Yes ❑ .. No
If "yes", attach list of materials and storage locations on a separate 8 -1 /2 x 11 paper indicating 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 :Wpplications Fonns- Applications On Line \3 -2006 - Pcnnit Applicabon.dac
Rcviicd: 4-2006
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 D AGENT:
Signature: Date: - -07
Day Telephone: �/ - 4..s 3 ` s lq 7
Mailing Address: / q I/4 730 n 4 h �- .6. }Al ,<P.0tu,c.� WA- 9R I I (o
State Zip
Print Name: Da V`i f/l , 9 11
City
Date Application Accepted:
5.. -13-0
Date Application Expires:
Staff Initi
1
Q:Wpplications\Fatnts- Applications On Unc\3 -2006 - Pcnnit Apptication.doc
Revised: 42006
bh
Page 6 of 6
Receipt No.: R07 -00437
Initials: JEM
User ID: 1165
Payee: PRECISION BUILDERS, INC.
ACCOUNT ITEM LIST:
Description
BUILDING - NONRES
STATE BUILDING SURCHARGE
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.: 7888900152 Permit Number: D07 -049
Address: 18289 OLYMPIC AV S TUKW Status: APPROVED
Suite No: Applied Date: 02/13/2007
Applicant: IIELLMANN WORLDWIDE LOGISTICS Issue Date:
TRANSACTION LIST:
Type Method Description Amount
Payment Check 18010 315.88
Account Code Current Pmts
000/322.100 311.38
000/386.904 4.50
Total: $315.88
Payment Amount: $315.88
Payment Date: 03/27/2007 09:07 AM
Balance: $0.00
doc: Receiot -06 Printed: 03 -27 -2007
Payee: DAVID I{EHLE ARCHITECTS
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.: 7888900152 Permit Number: D07 -049
Address: 18289 OLYMPIC AV S TUICW Status: PENDING
Suite No: Applied Date: 02/13/2007
Applicant: HELLMANN WORLDWIDE LOGISTICS Issue Date:
Receipt No.: R07 -00216 Payment Amount: $202.40
Initials: BLS Payment Date: 02/13/2007 01:48 PM
User ID: ADMIN Balance: $315.88
TRANSACTION LIST:
Type Method Description Amount
Payment Check 17783 202.40
ACCOUNT ITEM LIST:
Description
PLAN CHECK - NONRES
Account Code Current Pmts
000/345.830 202.40
Total: $202.40
doc: Receiot -06 Printed: 02 -13 -2007
CT
ENGINEERING
Structural Engineers
PLLC
P;
t
FILE COPY
STRUCTURAL CALCULATIONS
FOR THE
NEW EXTERIOR STAIR
AT
HELLMAN WORLDWIDE LOGISTICS
TUKWILA, WASHINGTON
ARCHITECT:
DAVID KEHLE, ARCHITECT
1916 BONAIR DRIVE S.W.
SEATL1E, WASHINGTON 98116
col QtTo vvll�
WILDIK DMZ*
EXPIRES /271171
180 Nickerson St.
Suite 302
Seattle, WA 98109
(206) 285-4512(V)
(206) 285 -0618(F)
RE-COVED
CITY OF TUINVILA
FEB 13 20011
PERM'" Gi:
Dblw b 4'
CT ' E N G I N E E R I N G G
Project: 1 J L Vn (,wJ + �
Client:
Structural Engineers
P L L C
180 Nickerson St.
Suite 302
Seattle, WA
( ) I& 98109
Date: (206) 285 -4512
FAX:
Page Number: �� (206) 285 -0618
C T ' E N G I N E E R I N G
Project:
Client:
4c 1, 1 vh cvh S-(o o,r
ta.v d. Ke k (Q
Structural Engineers
PLLC
Date:
Page Number:
Ihtbi
180 Nickerson St.
Suite 302
Seattle, WA
98109
(206) 285 -4512
FAX:
(206) 285 -0618
07 -31 -2007
DAVID KEHLE
1916BONAIRDRSW
SEATTLE WA 98116
RE: Permit No. D07 -049 , 4/N WO tIC
18289 OLYMPIC AV S TUKW CS
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 09/23/2007 , 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.
xc:
Permit File No. D07 -049
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
ACTIVITY NUMBER: D07 -049 DATE: 02 -13 -07
PROJECT NAME: HELLMANN WORLDWIDE LOGISTICS
SITE ADDRESS: 18289 OLYMPIC AV S
X Original Plan Submittal Response to Incomplete Letter #
Response to Correction Letter #
Revision # After Permit Issued
DEPARTMENTS:
Gl iS J
6 ing ivlsion
Public Works
"R►b -f1vl Ala. 2• c • ° 1
DETERMINATION OF COMPLETENESS: (Tues., Thurs.)
Complete Incomplete ❑
Comments:
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:
Approved ❑
Notation:
APPROVALS OR CORRECTIONS:
REVIEWER'S INITIALS:
Documents/routing slip.doc
2 -28-02
PERMIT COORD COPY
PLAN REVIEW /ROUTING SLIP
511
Fire Prevention
Structural
Approved with Conditions
DUE DATE: 02-15-07
❑ No further Review Required
DATE:
DUE DATE: 03-15 -07
Not Approved (attach comments) ❑
DATE:
yin, .15
Pla Wing Division
Permit Coordinator ❑
Not Applicable ❑
Permit Center Use Only
CORRECTION LETTER MAILED:
Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials:
License Information
License
PRECIBI151C2
Licensee Name
PRECISION BUILDERS INC
Licensee Type
CONSTRUCTION CONTRACTOR
UBI
600553713
Ind. Ins. Account Id
Business Type
CORPORATION
Address 1
PO BOX 98609
Address 2
City
DES MOINES
County
KING
State
WA
Zip
981980609
Phone
2068782948
Status
ACTIVE
Specialty 1
GENERAL
Specialty 2
UNUSED
Effective Date
2/22/1985
Expiration Date
1/19/2008
Suspend Date
Separation Date
Parent Company
Previous License
PRECIB* 163BR
Next License
WESTCBI133M3
Associated License
Business Owner Information
Name
Role
Effective Date
Expiration Date
SANBURN, SCOT D
AGENT
02/22/1985
Look Up a Contractor, Electrician or Plumber License Detail Page 1 of 3
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.
Bond Information
Bond
#4
Bond
Company
Name
DEVELOPERS
INS CO
Bond
Account
Number
415171C
Effective
Date
01/19/2002
Expiration
Date
Until
Cancelled
Cancel
Date
Impaired
Date
Bond
Amount
$12,000.00
Received
Date
01/14/2002
DEVELOPERS
SURETY &
https: // fortress .wa.gov /lni/bbip /printer.aspx ?License= PRECIBI C2 03/27/2007
BUILDING & SITE STATISTICS
43U1.DING AREA: 126.000 &F.
- TENANT AREA UNDER THIS PERMIT
1ST FLOOR WAREHOUSE: 35,615 S.F.
1ST FLOOR OFFICE:_ 1.245 9.F.
TOTAL 1ST FLOOR 36.860 S.F.
-PARKING MEZZANINE OFFICE: 9,945 S.F.
REQUIRED:
WAREHOUSE: 108.842 Sr1. / 2000 = 54 STALLS
OFFICE: 17,358 S.F. / 1000 X 3 = 52 STALLS
TOTAL REQUIRED: 106 STALLS
PROVIDED: 138 STALLS
- OCCUPPNCT LOAD
UNDER THIS PERMIT
1ST FLOOR WAREHOUSE: 35.615 S.F. / 500 = 71
1ST FLOOR OFFICE: 1.245 S.F.1100 = 13
MEZZANINE OFFICE: 9.945 S.F. /109 =100
- BUILDING CODE: 2003 IBC
, ZONING: 11-1
•TYPE OF CONSTRUCTION: V. FULLY SPRINKLERED
- OCCUPANCY CLASSIFICATIONS: B OFFK 8 S-1 STORAGE
DEFERED PERMIT SUBMITTALS
- FIRE SPRINKLER
LEGAL DESCRIPTION
LOT 21 OF THE SOUTHCENTER INDUSTRIAL PARK PLAY SUBDIVISION kECOROED
AT KING COUNTY MAY 1.1979 RECORDING NUMBER 00480 790511098 b RF.
CITY OF TUKWI A SHORT PLAT NUMBER 78-45-SD
TA)( I.D. NUMBER
78889-00152
t.
VICINITY MAP
a 0
or now mi.
OLYMPIC AVENUE SOUTH
GREEN FtIVER
1
r �
r
•
1' -40'
0
SITE PLAN
�
RIV ER
SEPARATE PERMIT
REQUIRED AOR:
ePteckeVcal
Bacolod
GEs PO-
fs L::. ii zsloN
EXPIRED
SEP 2 3 2007
REVIEWED
CODE EOI
�E5 5 200
C
Ct
Tukwila
BUILDING � I DIVISION
ME COPY
Pamir No
Plan rev e%Y approval is subject to arces and wisdom
44pmval of construction documents does not authorize
tite v okam cf £ acceold code or critaeK . Recebt
Of appro I=,s..:3 co, and melons Is acknowledged:
BY i I/
Date: 3 -O7
� lidcwIla
DIVISION
Flo changes shall be made to t , eoa-
c t::':::: w trout Woe apprcr_iz3 cf
7::::::33 6u:;d,. Civ ::
z+ w raw = .:de dd t ona1 ran rav:evr f::s.
RECEIVED
FEB I3 2007-
•-• ;FRY:-- -€..
Dicrv 0 41
•
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STRUCTURAL NOTES
01000: GENERAL REQUIREMENTS
THE STRUCTURAL NOTES SUPPLEMENT THE PLANS AND SPECIFICATIONS. ANY
DISCREPANCY FOUND BETWEEN THE DRAWINGS, NOTES, SPECIFICATIONS, SITE
CONDITIONS, AND ARCHITECTURAL PLANS SHALL BE REPORTED TO THE ARCHITECT
1110 SWILL CORRECT THE DISCREPANCY IN WRITING. ANY WORK COMPLETED
AFTER DISCOVERY OF THE DISCREPANCY SHALL BE DONE AT THE CONTRACTOR'S
RISK. REFER TO ARCHITECTURAL PLANS FOR OPENINGS, ARCHITECTURAL
TREATIENTS, AND OI MENSI ONS NOT SHOWN. CONSULT MECHANICAL PLANS FOR
DUCTS AND PIPES ETC. NOT SHOWN.
THE CONTRACTOR SHALL PROVIDE BRACING AND SUPPORT REQUIRED FOR
TEMPORARY CONSTRUCTION LOADS AND FOR STRUCTURAL COMPONENTS AS REQUIRED
DURING ERECTION. .
THE CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATION OF ALL WORK.
01100: CODE RECUT RELENTS
ALL DESIGN AND CONSTRUCTION SHALL CONFORM TO THE 2003 INTERNATIONAL
BUILDING CODE AS ADOPTED BY THE CITY OF SEATTLE.
01200: DESIGN LOADS
STAIR LIVE LOADS 100 PSF
VINO DESIGN DATA:
BASIC WIND SPEED:
MIND IMPORTANCE FACTOR:
85 MPH (3- SECOND GUST)
lv -1.0
EARTHQUAKE DESIGN DATA:
SEI Sill C IMPORTANCE FACTOR: I 1.0
SITE CLASS: SITE CLASS 0
01300: GEOTECHMNICAL IIEORINTIC N
ASSUIEO SOIL BEARING 2000 PSF. GEOTECHNICAL ENGINEER TO VERIFY IN
FIELD.
01330: SHOP DRAWING SUOIITTAL PROCESS
SHOP DRAWINGS FOR STRUCTURAL STEEL ME TO BE SUBMITTED TO THE
ARCHI AND ENGINEER OF RECORD FOR APPROVAL PRIOR TO FABRICATION.
01400: SPECIAL INSPECTIONS
THE CONTRACTOR SHALL BE RESPONSIBLE TO COORDINATE ALL INSPECTIONS
REQUIRED BY THE LOCAL BUILDING DEPARTMENT. IN ADDITION TO INSPECTIONS
REQUIRED BY THE LOCAL BUILDING DEPARTMENT, THE OWNER OR A REGISTERED
DESIGN PROFESSIONAL IN RESPONSIBLE CHARGE ACTING AS THE OWNER'S AGENT
SHALL EMPLOY ONE OR MORE SPECIAL INSPECTORS TO PROVIDE INSPECTIONS FOR
ITEMS NOTED IN IBC SECTION 1704 WHICH ARE SUMMARIZED IN THE SPECIAL
INSPECTION SCHEDULE ON SHEET S1.01.
THE SPECIAL INSPECTOR SHALL BE A QUALIFIED PERSON EMPLOYED BY AN
APPROVED AGENCY. THE SPECIAL INSPECTOR SHALL KEEP RECORDS OF
INSPECTIONS MD FURNISH THEM TO THE BUILDING OFFICIAL AND THE ENGINEER
OF RECORD ON A REGULAR BASIS. Al FINAL REPORT DOCUMENTING REQUIRED
SPECIAL INSPECTIONS AND THE CORRECTION OF ANY DISCREPANCIES SHALL BE
PROVIDED PRIOR TO COMPLETION OF BUILDING FINISHES. WHERE FABRICATION
OF STRUCTURAL COMPONENTS AND ASSEBMLIES IS BEING PERFORMED ON THE
PREMISES OF A FABRICATOR'S SHOP, SPECIAL INSPECTION OF THE FABRICATED
ITEMS SHALL BE REQUIRED EXCEPT WHERE THE FABRICATOR IS REGISTERED AND
APPROVED TO DO SUCH YORK WITHOUT SPECIAL INSPECTION IN ACCORDANCE WITH
IBC SECTION 1704.2.2. PERIODIC INSPECTION ALLOWS INSPECTION AT
INTERVALS NECESSARY TO CONFIRM THAT WORK REQUIRING SPECIAL INSPECTION
Is IN COMPLIANCE WITH REQUIREMENTS. CONTINUOUS SPECIAL INSPECTION
REQUIRES THAT THE INSPECTOR BE ONSITE AT ALL TILES THAT WORK REQUIRING
SPECIAL INSPECTION IS PERFORMED.
03000: ()CHOREIC
CONCRETE CONSTRUCTION SHALL CONFORM TO THE AMERICAN CONCRETE INSTITUTE
STANDARD ACI 318-02 'BUILDING CODE REQUIREMENTS FOR STRUCTURAL
CONCRETE
CEMENT AND CONCRETE SHALL CONFORM TO IBC SECTION 1903. ADMIXTURES
SHALL BE APPROVED BY THE ENGINEER OF RECORD AND SHALL COMPLY WITH ACI
318-02 SECTION 3.6. CONCRETE EXPOSED TO FREEZING AND THAWING SHALL
HAVE AN AIR ENTRAINING ADMIXTURE CONFORMING TO IBC SECTION 1904.2. THE
USE OF WATER SOLUABLE CHLORIDE ION SHALL NOT BE USED.
CONTRACTOR SHALL SUBMIT MIX DESIGNS TO ENGINEER OF RECORD FOR APPROVAL
FOUR SEEKS PRIOR TO PLACING CONCRETE. MIX DESIGNS WILL BE REVIEWED
FOR CONFORMANCE TO IBC SECTIONS 1904 MD 1905.
CONCRETE MIX DESIGNS SHALL MEET THE FOLLOWING REQUIREMENTS:
28 DAY MAX. MAX. AIR
STRENGTH W/C SLUMP ENTAI NMENT
f'c (PSI) RATIO (INCHES) (PERCENT)
2500 0.45 4±1 Ott
2500 0.45 4f1 5±1
SPECIAL LOCATION
INSPECTION AND
REQUIRED APPLICATION
NO INT. SLAB ON GRADE
NO EXT. SLAB ON GRADE
CHAFER ALL EXPOSED CORKERS PER THE ARCHITECTURAL PLANS OR 3/4' IF NOT
SPECIFIED BY THE ARCHITECT.
03100: REI1E'ORCING STEEL
REINFORCING STEEL DETAILING, FABRICATION, AND PLACEMENT SHALL BE PER
ACI 318 -02. REINFORCING STEEL SHALL MEET THE FOLLOWING REQUIREMENTS:
ASTM A-615 OEFCRIAED BARS GRADE 60 (f y40 KS I )
REINFORCING FOR SLABS ON GRADE SHALL BE 6X6 111.4X11.4 WELDED WIRE
FABRIC UNLESS NOTED OTHERWISE. COVER REQUIREMENTS SHALL BE AS FOLLOWS:
CONCRETE CAST AGAINST EARTH
ALL BAR SIZES 3'
FORMED SURFACE EXPOSED TO EARTH CR WEATHER
#5 AND SMALLER 1 1/2'
REINFORCING STEEL SHALL BE ACCURATELY PLACED AND ADEQUATELY SECURED IN
PLACE PRIOR TO CONCRETE PLACEMENT. REINFORCING STEEL SHALL NOT BE
FIELD BENT EXCEPT AS NOTED IN THE DESIGN DRAWINGS. WELDING OF
REINFORCING STEEL IS NOT PERMITTED WITHOUT PRIOR APPROVAL OF THE
ENGINEER EXCEPT AS NOTED ON THE DESIGN DRAWINGS.
05120: STRUC URAL STEEL
DESIGN, FABRICATION, AND ERECTION OF STRUCTURAL STEEL SHALL BE IN
ACCORDANCE WITH THE LATEST EDITION OF THE AMERICAN INSTITUTE OF STEEL
CONSTRUCTION 'AISC SPECIFICATION FOR DESIGN, FABRICATION, AND ERECTION
OF STRUCTURAL STEEL FOR BUILDINGS'. MATERIALS SHALL BE IN ACCORDANCE
WITH THE FOLLOWING:
STEEL ANGLES
PLATE MATERIAL
STRUCTURAL TUBE
HEADED STIRS
WELDING ELECTRODES
ANCHOR BOLTS
ASTM A36 Fy - 38 KSI
ASTM A-36 Fy is 38 KSI
ASTM A-500 GRADE B Fy - 46 KSI
ASIA! A -108
E70-) )
ASTU A-307 CR ASTM A-36
ALL WELDING SHALL CONFORM TO THE AWS D1-4 'STRUCTURAL WELDING CODE'.
ALL WELDING SHALL BE PERFORMED BY A WASHINGTON ASSOCIATION OF BUILDING
OFFICIALS (WABO) AND AMERICAL WELDING SOCIETY (ANS) CERTIFIED WELDERS.
ALL COMPLETE PENETRATION (OP) WELDS SHALL BE ULTRASONICALLY TESTED.
ALL FILLET WELDS SHALL BE VISUALLY INSPECTED.
STRUCTURAL STEEL EXPOSED TO WEATHER SHALL BE HOT -DIPPED GALVANIZED
AFTER FABRICATION IN COMPLIANCE WITH ASTM A -123. STEEL CONNECTORS
EXPOSED TO WEATHER SHALL BE HOT -DIPPED GALVANIZED AFTER FABRICATION IN
COMPLI MICE WITH ASTM A-153. ALL FIELD WELDS EXPOSED TO WEATHER SHALL
BE COATED WITH BRUSH APPLIED ZINC -RICH PAINT COMPLYING WITH ASTM A-780.
HS 41124/4
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