HomeMy WebLinkAboutPermit D08-518 - FATIGUE TECHNOLOGY - STORAGE RACKSFATIGUE TECHNOLOGY
401 ANDOVER PK E
D08 -518
Parcel No.: 0223400050
Address: 401 ANDOVER PK E TUKW
Suite No:
Tenant:
Name: FATIGUE TECHNOLOGY INC
Address: 401 ANDOVER PK E , TUKWILA WA
Contact Person:
Name: MIKE SORENSON
Address: 1100 SW 7 ST , RENTON WA 98057
Phone: 206 818 -4488
CitAIK 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: GIBSON PROPERTIES L L C
Address: PO BOX 88909 , SEATTLE WA 98138 -2909 98138
Phone:
DEVELOPMENT PERMIT
Permit Number: D08 - 518
Issue Date: 01/05/2009
Permit Expires On: 07/04/2009
Contractor:
Name: NORTH WEST HANDLING SYSTEMS INC
Address: 1100 S.W. 7TH STEET , RENTON, WA 98055
Phone: 206 255 -0500
Contractor License No: NORTHWH275JF Expiration Date: 10/09/2009
DESCRIPTION OF WORK:
INSTALLATION OF NEW AND USED RACKING FOR STORAGE OF SMALL STEEL PARTS STOCK.
Value of Construction: $0.00 Fees Collected: $99.05
Type of Fire Protection: SPRINIC,ER/AFA International Building Code Edition: 2006
Type of Construction: Occupancy per IBC:
doc: IBC -10/06
* * continued on next page **
D08 -518 Printed: 01 -05 -2009
Public Works Activities:
Channelization / Striping: N
Curb Cut / Access / Sidewalk / CSS: N
City 4 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:
Water Meter: N
Permit Center Authorized Signature:
Signature:
Print Name: .q
doc: IBC -10/06
- ,Yr)„,a
Permit Number: D08 - 518
Issue Date: 01/05/2009
Permit Expires On: 07/04/2009
Date: l`‘S '00
I hereby certify that I have read and examined this permit and know the same to be true and correct. All provisions of law and ordinances
governing this work will be complied with, whether specified herein or not.
The 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 or the performance o •_•rk. I am authorized to sign and obtain this development permit.
Date: l/ °
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.
D08 -518 Printed: 01 -05 -2009
Parcel No.: 0223400050
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
401 ANDOVER PK E TUKW
FATIGUE TECHNOLOGY INC
1: ** *BUILDING DEPARTMENT CONDITIONS * **
PERMIT CONDITIONS
* *continued on next page **
Permit Number:
Status:
Applied Date:
Issue Date:
D08 -518
ISSUED
12/23/2008
01/05/2009
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: 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.
5: 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.
6: 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.
7: Manufacturers installation instructions shall be available on the job site at the time of inspection.
8: 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.
D08 -518 Printed: 01 -05 -2009
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: }4 s Off' s an
•
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 D08 -518
Date: //570
ordinances governing
or local laws regulating
Printed: 01 -05 -2009
CITY OF TUKWILA
Community Development Department
Public Works Department
Permit Center
6300 Southcenter Blvd., Suite 100
Tukwila, WA 98188
http: t www. ci. tukwila. wa. us
SITE LOCATION
Site Address: y01 4r140Ver Park .
Tenant Name: Fa l Q to
Property Owners Name: F�1 1 i (iii C
Mailing Address: 401 ,'orir 1
Name: /' 1ke ...S sCr'1
Mailing Address:1 /00 ..S• W• 7
Contact Person:' k _S;r-e rt S c
E -Mail Address: t l SC6-7 6 h CA4A S • (0 rx
Contractor Registration Number: Al c H R.. . `� )
Mailing Address:
Contact Person:
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 **
it
C
E -Mail Address: -
Q \Applications\Forms- Applications On Line \3 -2006 - Permit Application.doc
Revised. 9 -2006
bh
Building Permit No.
Mechanical Permit No.
Plumbing /Gas Permit No.
Public Works Permit No.
Project No.
(For office use only)
King Co Assessor's Tax No.:
Suite Number: Floor: /
New Tenant: ❑ Yes [B`No
City
01-2) Do ;D
State
Zip
CONTACT PERSON - who do we contact when your permit is ready to be issued
Day Telephone: .-0G-�ls _ i(Yeg
c`fOs7
City State Zip
E -Mail Address: Vfl S O r rz✓t S V) w S et_v,n.1 Fax Number: 4 )-e- 6 9 %/C.
GENERAL CONTRACTOR INFORMATION
(Contractor Information for Mechanical (pg 4) for Plumbing and Gas Piping (pg 5))
Company Name:,&Jor - +t ■ U 0 n./1 /1 �y vim s
Mailing Address: I t O() 5. Af 7" S T J 'C.c?rtie -p-1 NO S 7
City State Zip
Day Telephone: 6 " t. - Yy f a'
L i t Fax Number: ( S z9' (j `i y%
Expiration Date: /O 7? / . c 9
ARCHITECT OF RECORD All plans must be wet stamped by Architect of Record
Company Name:
Mailing Address:
cit
Contact Person: Day Telephone:
E- al Address: Fax Number:
State
Zip
ENGINEER OF RECORD— All plans must be wet stamped by Engineer of Record
Company Name: R/A Le 'Dos
.
w G=+ 6_ C4
Cit State
Zip
//
/'''J t�n 4N/ rth Day Telephone: Err ?171c 3gio
lI Fax Number: erg a'YQ -P873
Page 1 of 6
[ PERMIT INFORMATION - 206- 431 -3670
Valuation of Project (contractor's bid price): $ I a 06 t 00 Existing Building Valuation: $
Scope of Work (please provide detailed information): 211 S ict (I ci c" c ) /1 rz ' v -10 t t /'k Ckv -C. j 4.4 .5;144 /� Sf`e.�. r r s" S> C (C'. � � ,Fe 2 <n ' 4 (Gad el P G tv . I / n y s
Will there be new rack storage? 'Yes ❑.. No If yes, a separate permit and plan submittal will be required.
PLANNING DIVISION:
Provide All Building Areas in Square Footage Below
Q:\Applicationaorms- Applications On Line \3.2006 - Permit Application.doc
Revised: 9 -2006
bh
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.
cn
Number of Parking Stalls Provided: Standard: Compact: Handicap:
Will there be a change in use? ❑ Yes le—No If "yes ", explain:
FIRE PROT CTION /HAZARDOUS MATERIALS:
Sprinklers Q' Automatic Fire Alarm ❑ None ❑ Other (specify)
Will there be storage or use of flammable, combustible or hazardous materials in the building? ❑ Yes Iti+."' No
If `yes', attach list of materials and storage locations on a separate 8 -1/2 "x 11 " paper including quantities and Material Safety Data Sheets.
SEPTIC SYSTEM
❑ On -site Septic System — For on -site septic system, provide 2 copies of a current septic design approved by King County Health
Department.
Page 2 of 6
Existing
Interior Remodel
Addition to
Existing
Structure
New
Type of
Construction per
IB
Type
Occupancy
IB
of
per
l Floor
y
22 Floor
3 Floor
Floors thru
I
Basement
Accessory Structure*
Attached Garage
Detached Garage
Attached Carport
Detached Carport
Covered Deck
Uncovered Deck
[ PERMIT INFORMATION - 206- 431 -3670
Valuation of Project (contractor's bid price): $ I a 06 t 00 Existing Building Valuation: $
Scope of Work (please provide detailed information): 211 S ict (I ci c" c ) /1 rz ' v -10 t t /'k Ckv -C. j 4.4 .5;144 /� Sf`e.�. r r s" S> C (C'. � � ,Fe 2 <n ' 4 (Gad el P G tv . I / n y s
Will there be new rack storage? 'Yes ❑.. No If yes, a separate permit and plan submittal will be required.
PLANNING DIVISION:
Provide All Building Areas in Square Footage Below
Q:\Applicationaorms- Applications On Line \3.2006 - Permit Application.doc
Revised: 9 -2006
bh
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.
cn
Number of Parking Stalls Provided: Standard: Compact: Handicap:
Will there be a change in use? ❑ Yes le—No If "yes ", explain:
FIRE PROT CTION /HAZARDOUS MATERIALS:
Sprinklers Q' Automatic Fire Alarm ❑ None ❑ Other (specify)
Will there be storage or use of flammable, combustible or hazardous materials in the building? ❑ Yes Iti+."' No
If `yes', attach list of materials and storage locations on a separate 8 -1/2 "x 11 " paper including quantities and Material Safety Data Sheets.
SEPTIC SYSTEM
❑ On -site Septic System — For on -site septic system, provide 2 copies of a current septic design approved by King County Health
Department.
Page 2 of 6
Date Application Accepted:
� A
Date Application Expires:
Staff Initials:
�
1
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 OWNER OR AUTHORIZED ; T:
Signature:
Print Name:
Mailing Address: 1/00 S. w 71s S
Qi\ApplicationsWorms- Applications On Line\3 -2006 - Permit Application.doc
Revised: 9 -2006
bh
Date: /49 6/occ--
Day Telephone: m /8 —
c- ' k
City State Zip
Page 6 of 6
Parcel No.: 0223400050
Address: 401 ANDOVER PK E TUKW
Suite No:
Applicant: FATIGUE TECHNOLOGY INC
Receipt No.: R09 -00002
Payee: MIKE SORENSON
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
Initials: WER Payment Date: 01/05/2009 01:57 PM
User ID: 1655 Balance: $0.00
TRANSACTION LIST:
Type Method Descriptio Amount
Payment Check 7168 61.80
Account Code Current Pmts
000/322.100
000/386.904
RECEIPT
Permit Number: D08 -518
Status: APPROVED
Applied Date: 12/23/2008
Issue Date:
Payment Amount: $61.80
57.30
4.50
Total: $61.80
1110 01/05 9707 TOTAL 172.80
doc: Receipt -06 Printed: 01 -05 -2009
Parcel No.: 0223400050
Address: 401 ANDOVER PK E TUKW
Suite No:
Applicant: FATIGUE TECHNOLOGY INC
Receipt No.: R08 -03962
Payee: MICHAEL J. SORENSON
ACCOUNT ITEM LIST:
Description
PLAN CHECK - NONRES
•
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
Initials: JEM Payment Date: 12/23/2008 11:41 AM
User ID: 1165 Balance: $61.80
TRANSACTION LIST:
Type Method Descriptio Amount
Payment Check 7164 37.25
Account Code Current Pmts
000/345.830 37.25
Total: $37.25
•
Permit Number: D08 -518
Status: PENDING
Applied Date: 12/23/2008
Issue Date:
Payment Amount: $37.25
0689 12/23 9716 TOTAL 37.25
r1nr.: RarAint -f1R Printari• 12 -23 -7008
Project:
F4T GAL' � 6 U1
Type of 1 lion:
I f N >f\ (
Address:
9 01P w,✓ Pe F
Date Called:
Special Instructions:
Date Wanted:
Cro-'
'-- 1 c
a.m.
p.m.
Requester:
Phone No:
INSPECTION RECORD
Retain a copy with permit
INSPECTION NO.
CITY OF TUKWILA BUILDING DIVISION
6300 Southcenter Blvd., #100, Tukwila, WA 98188
PERMIT NO.
(206)431 -3
TA Approved per applicable codes. El Corrections required prior to approval.
COMMENTS:
v w ; -t C l 14 ' /F#sri
Dave:
0.00 REINSPECTION FED REQUIED. Prior to inspection, fee must be
aid at 6300 Southcenter Blvd., Su to 100. Call to schedule reinspection.
ceipt No.:
'Date:
Project: �„_
F AT 'G �£ 1
Type of Ispection:
- r�L1 t
)A/?1' 1 e Pe ill 01 - r Lt 6
Address: . -. ,
-G - 1 -( uv 4 e PIL
Date Called:
Special Instructions:
T2 1 �c..,
J
1 _
Date Wanted:
1 - 2 p -o
trrim..
p.m.
Requester:
4.4.6 za: /h 7 : -i iolv 1 ./ea
Phone 20 - ES -L(
ry a
COMMENTS:
/
)A/?1' 1 e Pe ill 01 - r Lt 6
Aiecci ( 448 Aso. � ,,' e
,
("owPi rf..., d / To ,?T if
-,
L ?,') / /e % %e // Ar7 -
4.4.6 za: /h 7 : -i iolv 1 ./ea
Inspe
or: / ! e , A •
Date: 2 8 ..., re 79,
INSPECTION RECORD
Retain a copy with permit
INSPECTION NO.
CITY OF TUKWILA BUILDING DIVISION
6300 Southcenter Blvd., #100, Tukwila, WA 98188
Approved. per applicable codes.
Date:
bo -see
PERMIT NO. VW
(206)431 3670
Corrections required prior to approval.
60.00 REINSPECT! N FEE RE IRED. Prior to inspection, e must be
paid at 6300 Southce ter Blv , Suite 100. Call to schedule einspection.
r eceiPt No.:
t
Project: fa-c\ 00 - t. l t: «rte o L-0 �y
Type of Inspection:
Address: y u A-I9 C
Suite #
Contact Person:
M : 5L ta
Special Instructions:
Phone No
Needs Shift Inspection:
Sprinklers;
Fire Alai:
Hood & Duct:
Monitor:
Pre -Fire:
Permits:
Occupancy Type:
INSPECTION NUMBER
cak Facr Tukwila_ ;W�_ QR1RR 206 -575 -4407
,,,V per applicable codes.
COMMENTS:
SAC V
N Pk
QI 6J-01C4t.. Mint N to eet,042 ( ;vT , weto Tilt,
Date: 1 /77 /0 /
Fi : I .00 REINSPECTION FEE REQUIRED. You will receive an invoice from
fi'l City of Tukwila Finance Department. Call to schedule a reinspection.
Inspector. 4 Q &a I S
Word /Inspectiion Record Form.Doc
INSPECTION RECORD
Retain a copy with permit
CITY OF TUKWILA FIRE DEPARTMENT
PERMIT NUMBERS
Corrections required prior to approval.
Hrs..
T.F.D. Form F.P. 113
Fireproofing
Aggregates
Shotcrete
Concrete
Masonry
A s p h a l t
Roofing
P i l i n g
S t e e l
S o i l s
W o o d
June 25, 2009
File: 09 -123
City of Tukwila Building Department
6300 Southcenter Blvd.
Tukwila, WA 98188
Project: Fatigue Technology
Address: 401 Andover Park E.
Permit No.: D08 -518
This is to advise you that special inspections are completed on the above
referenced project. The following inspections were required and copies of those
reports have already been sent.
1 Proprietary anchor installation
To the best of our knowledge all work inspected conformed to Tukwila Building
Department approved plans, specifications, IBC and related codes and /or verbal
or written instructions from the Engineer of Record.
Sincerely,
A.A.R. TESTING LABORATORY, INC.
Kimberle Anderson
President
`JUN 2 9 2009
i
cc: NorthWest Handing Systems, Inc. -Mike Sorenson, Rob Prather
A.A.R. TESTING
LABORATORY, INC.
CONSTRUCTION INSPECTION AND MATERIAL TESTING
NATIONALLY ACCEPTED LABORATORY
Tel: (425) 881 -5812 Fax (425) 881 -5441 • 7126 180th Ave. NE • P.O. Box 2523 • Redmond, WA 98073
n
FEB 2 7 1009
COMMUNITY
DEVELOPr1E T
A.A.R. Testing Laboratory, Inc. 7126 180th Ave.N.E., Park 180, Suite C101, Redmond, WA 98052
Phone 425.881.5812 Fax 425.881.5441
Client: NorthWest Handling Systems, Inc.
1100 SW 7th St.
Renton, WA 98055 -2939
Contact: Rob Prather
Inspection Performed:
Date: 1/27/2009
Distribution:
Distribute Client
Distribute Engineer _
i %• Distribute Municipality
Distribute Architect
Field Report
Project Number:
Permit #:
Project Name:
Address:
Time: 1:35:00 PM
Verified anchors to be Hilti KB -TZ 1/2 "x4 1/2" wedge type anchors. Verified holes to be blown to a
clean state. Verified 3 1/4" embedment depth into existing slab. Torque was confirmed to meet or
exceed manufacturer's recommendation of 40 ft/lbs with calibrated wrench #132. All work found
completed in conformance with approved plans, manufacturer's recommendations and ESR #1917.
Areas inspected as noted for above permit on FT -2 of drawings.
Distribute Contractor
Distribute Owner
Distribute Other
Distribute Other
Report #: 49378
09 -123
D08 -518
Fatigue Technology Inc.
401 Andover Park E.
Temperature:
Inspector: Chandler, Loren
Reviewed by: Mike Blackwell
All reports are considered confidential and are the property of the client and A.A.R. Testing Laboratory, Inc.
Reproduction except in full without the written consent of A.A.R. Testing is strictly forbidden
SITE ADDRESS:
TENANT NAME:
DATE:
APPLICANT:
e Material Handling Experts
401 Andover Park E.
Fatigue Technology Inc.
December 16, 2008
Mike Sorenson / (206) 818 -4488
5. Commodities stored in racks: Small parts of steel stock.
7. Smoke and heat vents are in place.
8. Building exits indicated on attached drawings.
f
Le COQ
Prt
c
1100 SW 7th St
Renton, WA 98055
(425) 255-0500 ph
(425) 228-6946 fax
ATTN: BUILDING DEPARTMENT AND FIRE DEPARTMENT
RACK INFORMATION SUPPLEMENT
�e�lcde��. �-��
CODE COMPLLNCE
APPP®1 D
JAN 0'4 [uud
0I Of Tukwila
JEDING DIVISION
1. Load application and rack configuration drawings attached.
2. Attached plans and engineering detail the rack locations, dimensions, and specifications.
3. Stamped engineering calculations attached.
4. Vertical members of storage racks are designed and installed so that failure of one vertical
member will not cause collapse of more than the bay or bays directly supported by that
member.
6. Sprinkler System Information: .60 GPM / 2500 square feet. Sprinkler head temperature: 165
degrees.
RECEIVED
CITY OF TUKWILA
DEC 2 3 2008
PERMIT CENTER
POg
BY
G. OHANIAN
DATE . 12 -10 -08
SUBJECT
STRUCTURAL CALCULATIONS OF STORAGE
RACKS FOR:
FATIGUE TECHNOLOGY INC.
401 ANDOVER PARK EAST
TUKWILA, WA. 98188
PER IBC 2006 EDITION
STORAGE RACKS CAPACITY:
2000 # / LEVEL
CALCS. 1 THRU 4
DRAWINGS: RD -13850
RAdK DEOI(N & ENOINEERINGI do.
412 WEBT BROADWAY, QUITE #204
LENDALE, dA. 91204
TEL:(818)240 -3810 FAX:(818)240 -3813
SHEET NO 1
JOB NO. RD - 13850
,,,oprPke COPY
EXPIRES 12 - -
�L�IybC6� 6'ly6�t
DROVE CE
JAN 0 2 2008
aty0f Tukwila
- 3UILDING DIVISION
RECEIVED
CITY OF TUKWILA
DEC 2 3 2008
PERMIT CENTER
BY , G. OHANIAN
DATE. 12 -10 -08
SUBJECT
SEISMIC DESIGN
_ S xl p
V- Rx1.4 WORKING
STRESS
108" & 54" {
FRONT VIEW
BEAM
M= 108 "x1.2K =16 K
8
S 33 "K= .49 <.77
_ 5xWxL 3 108 �,
384x1 xE -'35 < 180 = .60
So =.94 (USGS WEB SITE, "SITE CLASS D ")
W =.2p.( 5.3Lif. 5.5 K
V _ .94x 1x5.3 = 59 K
LONGR. 6x1.4 •
v = .94x 1x5.3 = 89 K
TRANS. 4x1.4 •
RAdK DENIG N & EN(4INEERIN( CO.
412 WEOT BROADWAY, QUITE #204
GLENDALE, dA. 91204
TEL:(818)240 -3810 FAX:(818)240 -3813
N
N
N
LO
IN
In
2000 #/ LEVEL +25% IMPACT
LOAD 1200 #/ BEAM
M _ .59 K x24" -7 'K
COL 2
I =1.63
S=.77
F Y
55 KSI.
IBC 2006
ASCE 7 -05 (SEC. 15.5.3) PER RMI SPECS.
Conterminous 48 States
2005 ASCE 7 Standard
Latitude = 47.4536
Longitude = — 122.2501
Spectral Response Accelerations SMs and SM1
SMs = Fax Ss and SM1 = Fv x S1
Site Class D — Fa = 1.0 ,Fv = 1.517
Period Sa
(sec) (g)
0.2 1.413 (SMs, Site Class D)
1.0 0.733 (SM1, Site Class 0)
1 =1 NO PUBLIC ACCESS
R =6 MOM. CONN.
R =4 BRACED
W =D.L.+ 3 L.L. Conterminous 48 States
2005 ASCE 7 Standard
Latitude = 47.4536
LOAD PER COLUMN Longitude = — 122.2501
Design Spectral Response Accelerations SDs and SDI
L.L. =? x 8x2 =5 3 K SDs = 2/3 x SMs and SDI = 2/3 x SM1
3 2 Cod Site Class D — Fa = 1.0 ,Fv = 1.517
Period Sa
(sec) (g)
0.2 0.942 (SDs, Site Class D)
1.0 0.488 (SD1, Site Class 0)
SHEET NO, 2
JOB NO.. RD - 13850
BY...., G. OHANIAN
DATE. 12 - 10 - 08
SUBJECT
COLUMN ANALYSIS
M
x-
3 -
t =.09`
P= 8x2 =8 K 1 00% LOAD
2 COL
W .2..- 8.0 8.2
COMBINED STRESS RATIO
+ — M ax + 26 = .68 <1.33
ax —
BASE PLATE
ANCH. TENSION = 7— (8.2x3 ")
6"
ANCHOR SHEAR = • 29 2 3 K
(2)-1/2"0 ANCHORS HILTI KWIK BOLT —TZ
ESR -1917, SPECIAL INSPECTION IS REQUIRED
MOMENT AT BEAM CONNECTION
7/16 "0 RIVET
A =.1 Fy = 79 KSI
Va = .1x79x.4 = 3 K
Ma =3Kx4 "x1.33 = 16" K 3 PIN CONN.
CONN.
RACK DENIGIN & ENdINEERINGt CO.
412 WE BROADWAY, !MITE #204
LENDALE, dA. 91204
TEL:(818)240 -3810 FAX:(818)240 -3813
Fy =55 KSI
A =.78
S x =.80
r =1.2
r =1.1
=0
KI x =2 .27 =34
r
K1 - � - 47
Y •
Max =S .F =26
'K
6.9 'K
Fe= ( K j = 128
T
Fn =Fy(1— 4F ) =49
P =F xA= 38 K
P _ P n —20 K
P, 1.92 =
82 K 7 "
SHEET NO. 3
JOB NO. RD - 13850
7 3/4 "x5 "x3/8"
BASE PLATE
, By . G. OHANIAN
DATE. 12 -10 -08
SUBJECT
OVERTURNING
= .89 "x.5x1.15 =196
M OT
MR = 5.3 K x44" = 233 'K
NO UPLIFT
LOAD TO DIAGONAL
P = .89 Kx2x 4 = .57 K
F =55 Ks1
A =.31
r =.48
Q =.74
L= 58"
CHECK WELDS
1/8" WELD 1.5" LONG EACH SIDE (3" TOTAL)
3x.125x.707x70x.3 = 5.7 K
CHECK SLAB
8200
1000 — 8 . 2 °'
l0 =34"
F = 10.3 KS1
P ° = 3.3
8.2x144=1180 °''
M= (12 )2x1000x 2 x12 = 4166 "#
s= 12x6 = 72
6
4166 = 58 <1.6 2 =80
72
RAdK DEfiIIC N & ENdINEERINGI do.
412 WE BROADWAY, QUITE #204
=DALE, dA. 91204
TEL:(818)240 -3810 FAX:(818)240 -3813
TOP LEVEL LOADING (100% LOAD)
L.L. =1 x2 K =2 K
W . 2LL 2.2
V _ .94x1x2.2 = 36 K
TRANS. 4x1.4 •
BOTH SIDES TYP.
fl X
4 t =.07"
8200 6
SHEET NO. 4
JOB NO.. RD -13850
MOT = .36Kx192 "= 69 'K
MR= 2.2Kx22 " =48 'K
UPLIFT = 69-48 .48 K
6" CONCRETE SLAB
2500 PSI. CONC.
1000 PSF. SOIL
06 -03 -2009
MIKE SORENSON
1100 SW 7 ST
RENTON WA 98057
RE: Permit No. D08 -518
401 ANDOVER PK E TUKW
Dear Permit Holder:
City of Tukwila
Jim Haggerton, Mayor
Department of Community Development Jack Pace, Director
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 07/26/2009 , 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,
Bill Rambo
Permit Technician
xc: Permit File No. D08 -518
6300 Southcenter Boulevard, Suite #100 0 Tukwila, Washington 98188 0 Phone: 206 - 431 -3670 0 Fax: 206 - 431 -3665
DEPs ' TMENTS:
Bui sin Divisio
Public Works
Complete
Comments:
APPROVALS OR CORRECTIONS:
Documentshouting slip.doc
2 -28 -02
PERMIT COORD COPY •
PLAN REVIEW /ROUTING SLIP
ACTIVITY NUMBER: D08 -518 DATE: 12 -23 -08
PROJECT NAME: FATIGUE TECHNOLOGY
SITE ADDRESS: 401 ANDOVER PK E
X Original Plan Submittal
Response to Correction Letter #
Response,to Incomplete Letter #
Revision # After Permit Issued
U Structural ❑ Permit Coordinator
DETERMINA N OF COMPLETENESS: (Tues., Thurs.)
Permit Center Use Only ; I
INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED:
Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials:
TUES /THURS RO TING:
Please Route Structural Review Required U No further Review Required n
REVIEWER'S INITIALS:
Approved ❑ Approved with Conditions
Notation:
REVIEWER'S INITIALS:
OA 0"
Fire revention
Incomplete ❑
Planning Division
DUE DATE: 12 -30-08
DATE:
DATE:
Not Applicable
DUE DATE: 01 -27-09
Not Approved (attach comments) n
Permit Center Use Only
CORRECTION LETTER MAILED:
Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials:
Bond
Bond
Company
Name
Bond Account
Number
Effective
Date
Expiration
Date
Cancel
Date
Impaired
Date
Bond
Amount
Received
Date
6
TRAVS
81S103354822BCM10/01/2001
KOSTY, CLARK R
Can
Cancelled
01/01/1980
$12,000.00
10/09/2001
5
TRAVELERS
CASUALTY
Et SURETY
815103354822BCM
10/01/200010/01
/2001
$6,000.00
01/04/2001
4
UNITED
PACIFIC
U2160121
10/01/199710/01
/2000
$6,000.00
3
UNITED
PACIFIC
INS CO
U2160121
10/01/199310/01
/1997
$4,000.00
2
FIDELITY &
DEPOSIT
CO
30132992
04/06/198810/01
/1993
54,000.00
1
GREAT
AMERICAN
INS CO
9740689
04/06/198104/06
/1988
Name
Role
Effective Date
Expiration Date
FRANCK, JAMES J
01/01/1980
THOMAS, KEVIN A
01/01/1980
KOSTY, CLARK R
01/01/1980
Untitled Page
General /Specialty Contractor
A business registered as a construction contractor with Lftl 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
Phone
Address
Suite /Apt.
City
State
Zip
County KING
NORTH WEST HANDLING
SYS INC
4252550500
1100 SW 7TH ST
RENTON
WA
980552939
Business Type CORPORATION
Parent
Company
UBI No.
Status
License No.
License Type
Effective Date
Expiration Date
Suspend Date
Previous
License
Next License
Associated
License
Specialty 1
Specialty 2
600051641
ACTIVE
NORTHWH275JF
CONSTRUCTION
CONTRACTOR
4/6/1973
10/9/2009
GENERAL
UNUSED
Business Owner Information
Bond Information
•
•
Page 1 of 2
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NOT PUBLISHED. ALL RIGHTS RESERVED. THESE DRAWINGS, SPECIFICATIONS, IDEAS, DESIGNS, AND ARRANGEMENTS
THEREBY ARE AND SHALL REMAIN THE PROPERTY OF NWHS. NO PART THEREOF SHALL BE REPRODUCED, COPIED,
ADAPTED, DISCLOSED OR DISTRIBUTED TO OTHERS, SOLD PUBLISHED OR OTHERWISE USED WITHOUT THE PRIOR
WRITTEN CONSENT OF NORTHWEST HANDLING SYSTEMS.
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1100 SW 7TH STREET
RENTON WA 98055
(425) 255 -0500
1T
N0RTHWEST
ANCHORAGE
PORTLAND
SPOKANE
EUGENE
YAKIMA
0
BOTH SIDES TYP.
t =.07"
SEC. A -A
BRACING DETAIL
FRONT VIEW
SIDE VIEW
7/16 "0 RIVET
ASTM A576 -90B
3 PIN CONNECTION
108" & 54"
11
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(2)-1/2 ANCHOR BOLTS PER BASE PLATE
3 1/4" EMB., (SEE NOTE NO. 4)
TYP
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GENERAL CONFIGURATION
NOTES:
1— DESIGN OF STEEL STORAGE RACKS AS SHOWN BY THESE DRAWINGS
AND CALCULATIONS ARE IN COMPLIANCE WITH THE REQUIREMENTS
OF THE INTERNATIONAL BUILDING CODE 2006 EDITION
2 —STEEL FOR ALL SHAPES FY =55 KSI. ASTM A607 -85 GR.55 (EXCEPT AS NOTED)
3 —NO FIELD WELDING IN THIS PROJECT ALL WELDED CONSTRUCTION IN THE SHOP
OF THE APPROVED FABRICATOR #777 (E70XX ELECTRODES)
4 —ALL ANCHORS HILTI KWIK BOLT —TZ (ESR -1917)
SPECIAL INSPECTION IS REQUIRED, IN ACCORDANCE WITH SECTION 1704.13 OF THE
CBC 2007. THE SPECIAL INSPECTOR SHALL VERIFY ANCHOR TYPE, ANCHOR
DIMENSIONS, CONCRETE TYPE, CONCRETE COMPRESSIVE STRENGTH, HOLE
DIMENSIONS, HOLE CLEANING PROCEDURES, ANCHOR SPACING, EDGE DISTANCES,
CONCRETE THICKNESS, ANCHOR EMBEDMENT, AND TIGHTENING TORQUE.
5— CONCRETE SLAB 6" THICK 2500 PSI. SOIL BEARING CAPACITY 1000 PSF
6— STORAGE RACK CAPACITY 2000 #/ LEVEL
7 —RACK INSTALLATIONS SHALL DISPLAY IN ONE OR MORE CONSPICUOUS LOCATIONS
A PERMANENT SIGN OF 50 SQUARE INCHES IN AREA, SHOWING THE CAPACITY
OF THE RACK (SEE NOTE NO. 6)
8— STORAGE RACKS SHALL BE INSTALLED WITH A MAXIMUM TOLERANCE FROM THE
VERTICAL OF 1/2" IN 10' -0" OF HEIGHT
9 —THE CLEAR SPACE BELOW SPRINKLERS SHALL BE A MINIMUM OF 18 INCHES
BETWEEN THE TOP OF THE STORAGE AND THE CEILING SPRINKLER DEFLECTOR.
RECEIVED
CITY OF TUKWILA
DEC 2 3 2008
PERMIT CENTER
EXPIRES 12 -26 -09
A
REV.
DATE
SCALE: NONE
DATE: 12 -10 -08
PROJECT:
STORAGE RACK DETAILS
OLCu I rUfft
E COMPLIANCE
APP
JAN 0 2 2008
aty Of Tukwila
N ORISON
REVISION
RACK DESIGN AND ENGINEERING
412 WEST BROADWAY, SUITE #204, GLENDALE, CA. 91204
FATIGUE TECHNOLOGY, INC.
401 ANDOVER PARK EAST, TUKWILA, WA. 98188
DRAWN BY:
JOB NO.
RD -13850
SHEET NO.
1 OF 1