HomeMy WebLinkAboutPermit D05-185 - SPORTS AUTHORITY - STORAGE RACKSSPORTS AUTHORITY
17450 SOUTHCENTER PY
DOS -185
City OX Tukwila
Department of Community Development
6300 Southcenter Boulevard, Suite #100
Tukwila, Washington 98188
Phone: 206 - 431 -3670
Fax: 206 - 431 -3665
Web site: cOulnvila.wa.us
DEVELOPMENT PERMIT
Parcel No.: 2623049110
Address: 17450 SOUTHCENTER PY TUKW
Suite No:
Tenant:
Name: SPORTS AUTHORITY
Address: 17450 SOUTHCENTER PY, TUKWILA WA
Owner:
Name:
MSK NORTHWEST
Address:
7690 SW MOHAWK ST, TUSALATIN OR
Contact Person:
N
Name:
MIKE SORENSON
Address:
1100 SW 7 ST, RENTON WA
Contractor:
N
Name:
NORTH WEST HANDLING SYSTEMS INC
Address:
1100 S.W. 7TH STEET, RENTON, WA
Contractor
License No: NORTHWH2753F
Permit Number:
Issue Date:
Permit Expires On:
Phone:
Steven M. Mullet, Mayor
Steve Lancaster, Director
D05 -185
06/10/2005
12/07/2005
Phone: 206 -818 -4488
Phone: 206 255 -0500
Expiration Date: 10/09/2005
DESCRIPTION OF WORK:
REINFORCEMENT AND ANCHORING OF EXISTING SHELVING AND RACK TO MEET CODE. (46 BAYS OF RACKING)
Value of Construction: $0.00 Fees Collected: $145.91
Type of Fire Protection: SPRINKLERS International Building Code Edition: 2003
Type of Construction: Occupancy per IBC: 0025
Public Works Activities:
Channelization / Striping:
N
Curb Cut / Access / Sidewalk / CSS:
N
Fire Loop Hydrant:
N
Flood Control Zone:
N
Hauling:
N
Land Altering:
N
Landscape Irrigation:
N
Moving Oversize Load:
!N
Sanitary Side Sewer:
N
Sewer Main Extension:
N
Storm Drainage:
N
Street Use:
N
Water Main Extension:
N
Water Meter:
N
Number: 0 Size (Inches): 0
Start Time: End Time:
Volumes: Cut 0 c.y. Fill 0 c.y.
Start Time: End Time:
Private: Public:
Profit: N Non - Profit: N
Private: Public:
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City o. Tukwila
Departmei :t of Community Developmew
6300 Southcenter Boulevard, Suite #100
Tukwila, Washington 98188
Phone: 206 -431 -3670
Fax: 206 - 431 -3665
Web site: ci.tuk►vila.wa.us
Steven M. Mullet, Mayor
Steve Lancaster, Director
Permit Number DOS -185
Issue Date: 06/10/2005
Permit Expires On: 12/07/2005
Permit Center Authorized Signature: Date:
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 of nrk. I am authorized to sign and obtain this development permit.
Signature: ' Date: 6 �d
Print Name:
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 - Permit D05 -185 Printed: 06 -10 -2005
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>< Cit y of Tukwila
fear
Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670
PERMIT CONDITIONS
Parcel No.: 2623049110 Permit Number: D05-185
Address: 17450 SOUTHCENTER PY TUKW Status: ISSUED
Suite No: Applied Date: 05/31/2005
Tenant: SPORTS AUTHORITY Issue Date: 06/10/2005
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 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: 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.
5: Installation of high- strength bolts shall be periodically inspected in accordance with AISC specifications.
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: 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.
8: ** *FIRE DEPARTMENT CONDITIONS * **
9: The attached set of building plans have been reviewed by the Fire Prevention Bureau and are acceptable with the
following concerns:
10: Maintain fire extinguisher coverage throughout.
11: Fire extinguishers shall not be obstructed or obscured from view. In rooms or areas in which visual obstruction cannot
be completely avoided, means shall be provided to indicate the locations of the extinguishers. (IFC 906.6)
12: Aisles leading to required exits shall be provided from all portions of the building and the required width of the
aisles shall be unobstructed. (IFC 1013.4)
13: Egress doors shall be readily openable from the egress side without the use of a key or special knowledge or effort.
(IFC 1008.1.8.3 subsection 2.2)
14: Dead bolts are not allowed on auxiliary exit doors unless the dead bolt is automatically retracted when the door handle
is engaged from inside the tenant space. (IFC Chapter 10)
15: Maintain sprinkler coverage per N.F.P.A. 13. Addition /relocation of walls, closets or partitions may require relocating
and /or adding sprinkler heads. (IFC 901.4)
doc: Conditions D05 -185 Printed: 06 -10 -2005
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Cit y of Tukwila
1908
Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670
16: Sprinklers shall be installed under fixed obstructions over 4 feet (1.2 m) wide such as ducts, decks, open grate
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flooring, cutting tables, shelves and overhead doors. (NFPA 13- 8.6.5.3.3)
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17: All new srpinkler sysetms and all modifications to existing sprinkler systems shall have fire department review and
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approval of drawings prior to installation or modification. New sprinkler systems and all modifications to sprinkler
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systems involving more than 50 heads shall have the written approval of the W.S.R.B., Factory Mutual, Industrial Risk
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Insurers Kemper or any other representative designated and /or recognized by the City of Tukwila, prior to submittal to
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the Tukwila Fire Prevention Bureau. No sprinkler work shall commence without approved drawings. (City Ordinance #2050)
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18: Contact The Tukwila Fire Prevention Bureau to witness all required inspections and tests. (City Ordinances #2050 and
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#2051)
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19: All electrical work and equipment shall conform strictly to the standards of the National Electrical Code. (NFPA 70)
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20: Maintain minimum 6" longitudinal flue space between back -to -back racks. (NFPA 13- 12.3.1.14.1)
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21: Nominal 6" transverse flue spaces between loads and at rack uprights shall be maintained in single row, double row, and
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multiple row racks. Random variations in the width of flue spaces or in their vertical alignment shall be permitted.
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(NFPA 13- 12.3.1.13)
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22: Where storage height exceeds 15 feet and ceiling sprinklers only are installed, fire protection by one of the following
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methods is required for steel building columns located within racks: (a) one -hour fire proofing, (b) sidewall sprinkler
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at the 15 foot elevation of the column, (c) ceiling sprinkler density minimums as determined by the Tukwila Fire
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Prevention Bureau. (NFPA 13)
23: This review limited to speculative tenant space only - special fire permits may be necessary depending on detailed
description of intended use.
24: Any overlooked hazardous condition and /or violation of the adopted Fire or Building Codes does not imply approval of
such condition or violation.
25: These plans were reviewed by Inspector 512. If you have any questions, please call Tukwila Fire Prevention Bureau at
(206)575 -4407.
* *continued on next page **
doc: Conditions D05 -185 Printed: 06 -10 -2005
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f City of Tukwila
Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670
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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:
Date: C� nU 0�
Print Name: l
doc: Conditions D05 -185 Printed: 06 -10 -2005
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1909
CITY OF TUKWILA ,
Community Development C ^artment
Public Works Department
Permit Center
6300 Southcenter Blvd., Suite 100
Tukwila, WA 98188
use
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
King Co Assessor's Tax No.: v- - -36 4 1 - gwto
Suite Number: Floor:
Building Permit No.
Mechanical Pernuc No.
Public Works Permit No.
Project No.
Tenant Name: SP° e-JS New Tenant: ❑ .... Yes .,No
Property Owners Name: yJCD Zqly4 6) r
Mailing Address 5 �ol 39' Av mic: �-! 1-Z C�
q 56 48'
City State Zip
CONTACT PERSON
Name: 1 �r' - alsdel Day Telephone: vP66 -- 9/8 - � F'
Mailing Address: /�00 cllre�_ 1 l 905 1 S
/ City State Zip
E -Mail Address: Im So r aw so CO rv1 Fax Number: �a - a a ( p_ K y�
GENERAL CONTRACTOR INFORMATION - (Mechanical Contractor information on back page)
Company Name: �j0 /'7ty, &.5 f 9 0j �r 7OL 6�
Mailing Address: //00 ; Lt/, 7"t 5
City State Zip
Contact Person: Day Telephone: ^ e(A 4 ( c e;!F8
E -Mail Address: on So r'Q ;n Sa /N _ w A S - Gv t-n Fax Number: ya!�7 4
Contractor Registration Number: _ (.v n a`� S Tr Expiration Date: 76 /,;L0057 * *An original or notarized copy of current Washington State Contractor License must be presented at the time of permit issuance **
ARCHITECT OF RECORD — All plans must be wet stamped by Architect of Record ,_ _ - ---- •- -•-
Company Name:_
Mailing Address:
Contact
E-
State Zip
.ENGINEER OF RECORD = All plans must be wet stamped by Engineer of Record I
Company Name:
Mailing Address: 1(. W i2A69C- Zw��+-�- <1axe
Contact Person: 6 a t '7 6 ""X
E -Mail Address:
i
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f \permits plus \ice ctanges\permit application (7.2004)
Page l
City
Day Telephone:
Fax Number:
GG�A& ��� �� v 4, ,,
City State Zip
Day Telephone: ?l.9 - �• `O - 3$i0
Fax Number: ?'/ o _ r
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BUILDING PERMIT INFORMATION - 206 -431 -3670
Valuation of Project (contractor's bid price): $ Existing Building Valuation: $
Scope of Work (please provide / detailed information): �R21'e\ Qn A yr r 65� 0 S Xe ! nG i
Will there be new rack storage? ❑ ..Yes ;g. No If "yes ", see Handout No. for requirements.
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:
FIRE PROTECTION/HAZARDOUS MATERIALS: 5 vedS
Sprinklers ❑..Automatic Fire Alarm ❑..None Other (specify) 4rS(lypS
Will there be storage or use of flammable, combustible or hazardous materials in the building? El.. Yes . No
#J yes ", attach list ojmaterials and storage locations on a separate 8 -112 x l l paper indicating quantities and Material Sa ety Data Sheets.
%permits pkas%ice changes%perrnit application (7.2004)
Page 2
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Existing
Interior
Remodel
Addition to
Existing
Structure
New
Type of
Construction
per IBC
Type of
Occupancy per
IBC
I" Floor
2 Floor
3 Id 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 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:
FIRE PROTECTION/HAZARDOUS MATERIALS: 5 vedS
Sprinklers ❑..Automatic Fire Alarm ❑..None Other (specify) 4rS(lypS
Will there be storage or use of flammable, combustible or hazardous materials in the building? El.. Yes . No
#J yes ", attach list ojmaterials and storage locations on a separate 8 -112 x l l paper indicating quantities and Material Sa ety Data Sheets.
%permits pkas%ice changes%perrnit application (7.2004)
Page 2
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HANICAL PERMIT INFOP- MATION — 206 - 431 -3670
MECISANICAL CONTRACTOR INFORMATION
Company
Mailing A
Contact Person:
E -Mail Address:
Contractor Registration Number:
* *An original or notarized copy o
City
Day Telephone:
Fax Number:
Exp
Washington State Contractor License mi
Valuation of Project (contractor's bid price):
Scope of Work (please provide detailed informati
Use: Residential: New .... Replaceme ...❑
Commercial: New .... ❑ Replac ent..... ❑
Fuel Type Electric ..... ❑ Gas...V Other:
Indicate type of mechanical work being in the quantity below:
Unit Type:
Qty
Unit e:
Qty
Unit Type:
Q
Boiler /Com pressor:
Q
Furnace <100K BTU
Aipnandling Unit >10,000
Fire Damper
-3 HP /100,000 BTU
M
Furnace>100K BTU
'Evaporator Cooler
Diffuser
3 -15 1500,000 BTU
Floor Furnace
Ventilation Fan Connected
Thermostat
15 -30 /1,000,000 BTU
to Single Duct
Suspended/Wall/Floor
Ventilation System
Wood /Gas Stove
30 -50 HP /l, 000 BTU
Mounted Heater
Appliance Vent
Hood and Duct
Water Heater
50+ HP /1,750,000 DQU
Repair or Additi to
Incinerator - Domestic
Emergency
Heat/Refrig/C ling
Generator
S stem
Air Han ing Unit
Incinerator - Comm/Ind
Other Mechanical
<I O,qM CFM
Equipment
a
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.
The Building Official may extend the time for action by the applicant for a period not exceeding 180 days upon written request by the applicant as
defined in Section 107.4 of the Uniform Building Code (current edition). No application shall be extended more than once.
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 AUTHORI
Signature: Date: S
Print Name: i f— �r'�il!o�r7 Day Telephone: C;?Ot to
Mailing Address: A/00 S (Al 7 ' _5T Fenk �V4_ dG.�
City Stale Zip
Date Application Accepted: Date Application Expires: I Staff lniti Is
1pertnits plus\icc changatpermit application (1.2004)
Page 4
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Zip
presented at the time of permit issuance **
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?� City of Tukwila
6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670
RECEIPT
Parcel No.: 2623049110
Address: 17450 SOUTHCENTER PY TUKW
Suite No:
Applicant: SPORTS AUTHORITY
i
Permit Number:
Status:
Applied Date:
Issue Date:
D05 -185
APPROVED
05/31/2005
Receipt No.: R05 -00855
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{ Initials: SKS
User ID: 1165
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Payment Amount:
Payment Date:
Balance:
90.20
06/10/2005 09:10 AM
$0.00
Payee: MICHAEL J. SORENSON
TRANSACTION LIST:
Type Method Description Amount
---- - - - - -- -- - - - - -- --------------------- - - - - -- ------ - - - - --
Payment Check 6410 90.20
ACCOUNT ITEM LIST:
Description Account Code Current Pmts
------------------------ - - - - -- ---------- - - - - -- ------ - - - - --
I BUILDING - NONRES 000/322.100 85.70
STATE BUILDING SURCHARGE 000/386.904 4.50
Total: 90.20
i ; 0 06110 ? "16 TO'iAL 90.2 ?
doc: Receipt Printed: 06 -10 -2005
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City of Tukwila
1
6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670
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RECEIPT
Parcel No.:
Address:
Suite No:
Applicant:
Receipt No.:
Initials:
User ID:
2623049110
17450 SOUTHCENTER PY TUKW
SPORTS AUTHORITY
R05 -00799
SKS
1165
Permit Number: D05 -185
Status: PENDING
Applied Date: 05/31/2005
Issue Date:
Payment Amount: 55.71
Payment Date: 05/31/2005 01:25 PM
Balance: $90.20
Payee: MICHAEL J. SORENSON
TRANSACTION LIST:
Type Method Description Amount
---- - - - - -- -- - - - - -- --------------------- - - - - -- ------ - - - - --
Payment Check 6401 55.71
i ACCOUNT ITEM LIST:
Description Account Code Current Pmts
PLAN CHECK - NONRES 000/345.830 55.71
Total: 55.71
3661. 05/31 9 716 TOTAL 55
doc: Receipt Printed: 05 -31 -2005
1 -1 SPECTION RECORD
INSPECTION NO. Retain a copy with permit
CITY OF TUKWILA BUILDING DIVISION
6300 Southcenter Blvd., #100, Tukwila, WA 98188
..s
(206)43'1 -3670
Pr 'ecf: �// F ,
Type o nspection:
Add" ess: SC � /Date
Cal edy f `
Special Instructions:
Date Wanted:
T —�
a.m.
p.m.
Requester:
P ne No:
Fl Approved per applicable codes. Corrections required prior to approval.
COMMENTS: 1
Inspector: Date:
F $58.06 REINSPECTION FEE REOUIRED. Prior to inspection. fee must he
` --j paid at 6300 Southcenter Blvd., Suite 100. Call to sechedule reinspection.
teceipt No.: Date:
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1908
X
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City of Tukwila Steven M. Mullet, Mayor
File Department Thomas P. Keefe, Fire Chief
TUKWILA FIRE DEPARTMENT
1 0"r Writ T T T17'%n^T TT T "r%
Sprinklers:
Fire Alarm:
Hood & Duct:
Halon:
Monitor:
Pre -Fire:
Permits:
""s
Authorized ignature
FINALAPP.FRM
Rev. 2/19/98
74
Date
T.F.D. Form F.P. 85
Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone: 206 -575 -4404 • Fax. 206 -575 -4439
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By ......... . ... OHANIAN.... Rc -..i DESIGN & ENGINEERIN CO.
DATE 5-12-05 412 WEOT BROADWAY, QUITE #204
SHEET NO...........� .............
RD -9801
GILENDALE, CA. 91204 JOB NO . .............................
SUBJECT ....... - . .............
,.. TEL:(818)240 -3810 FAX:(818)240 -3813
STRUCTURAL CALCULATIONS OF STORAGE
RACKS FOR:
SPORTS AUTHORITY
17500 SOUTHCENTER PKWY
TUKWILA, WA. 98188
CALCS. 1 THRU 7
DRAWINGS: RD -9801
"LF. COW
REVIEWED FOR
CODE COMPLIANCE
fivoon o
JUN - 3 2005
City Of Tukwila
BUILDING DIVISION
OF wA
� z
0� 33662
�� ��CISTER�'�
ONAL E�G�
EXPIRES 12 -2 -05
RECEIVED
CITY OF TUKVALA
MAY 3 1 2005
PERMIT CENTER
vc) op lam
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Z
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Z
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LU
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0 -.
0H
w
F-P
uj z
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O
Z
BY ........ G....0HAN IAN
DATE ..... 5 -12 -05
SUBJECT ...........................
Rt -.,K DESIGN & ENGINEERIN CO.
SHEET NO........... �............
412 WEOT BROADWAY, QUITE #204
aLENDALE, dA. 91204 JOB NO....... RD 79801
TEL:(818)240 -3810 FAX:(818)240 -3813
BEAM 3/4-�'
1000 #/ LEVEL I =1.44
+25% IMPACT LOAD Sx =• Z1
600 #/ BEAM F Y= 50 KSL x • -• -- -- x
M
t =0.07'
2 3/4
lily
SIDE VIEW
' I
ICI
111mil
SIDE VIEW
M= 96'x.6 K = 7 "K
8
S R 30 „K =.23<.73
A _= 5OLN = 13"< 96 =.5310
384xl xE 180
Z
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.
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500 # / LEVEL
TYPE 10
1000 # / LEVEL
TYPE 5
1000 # / LEVEL
TYPE 7
1000 # / LEVEL
TYPE 8
1000 # / LEVEL
TYPE 6
TYPE 5
P= 4X1 K =2 K
2 COL
W =.1 D.L 3 xZ 1.4
V= 1.2x.5x 1.4K = BASE SHEAR PER COL.
4x 1.4
COLUMN ANALYSIS
M
M x -•- x
t =.09^
Fy =50 KSi
A =.53
S =.45
r =1.1
r =.62
COMBINED STRESS RATIO
P a
m = 1.6 + = .61 <1.33
x 1 13
KI = 52 = 47
rx 1.1
K' = 42
ry .62
= 67
Max = SX.Fb= 13 "
ncK
_..- -.
.15 4'K
Fe= ( K � = 62
2
r
F =F y(1- 4F )= 40 KSi
e
P =F xA =21 K
P Pn = 11 K
° 1.92
,8•
2 • K
2 'K
4 • K
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BY........c g.
. ...........
R�K DESIGN &
ENGINEERIlt CO.
5 -12 -05
DATE .. ...............................
412 WEOT BROADWAY, NUITE #204
SHEET NO.........................
dLENDALE,
dA. 91204
JOB NO......, RD -9801
SUBJECT ......... ..................
TEL:(818)240 -3810
FAX:(818)240 -3813
.
SEISMIC DESIGN
V= 1 R XS DS XWxl IBC
2003
R =4
LONGIT, SEISMIC
SDS =.5
.O6
1 • K
�
W =D.L.+ 3 L.L.
!
a
�`'
•r
.04K
1'K 2 "K
j LOAD PER COLUMN
!
' TYPE 6
i
i P= 32 =1.5K
.02
2' K 6• K
COL
W =. 1 0.E 3 x1.S 1.1 K
„'
V= 1.2x.5x1.1K =, 12K
4x1.4
BASE SHEAR PER COL.
.---K
.12
0
TYPE 5
P= 4X1 K =2 K
2 COL
W =.1 D.L 3 xZ 1.4
V= 1.2x.5x 1.4K = BASE SHEAR PER COL.
4x 1.4
COLUMN ANALYSIS
M
M x -•- x
t =.09^
Fy =50 KSi
A =.53
S =.45
r =1.1
r =.62
COMBINED STRESS RATIO
P a
m = 1.6 + = .61 <1.33
x 1 13
KI = 52 = 47
rx 1.1
K' = 42
ry .62
= 67
Max = SX.Fb= 13 "
ncK
_..- -.
.15 4'K
Fe= ( K � = 62
2
r
F =F y(1- 4F )= 40 KSi
e
P =F xA =21 K
P Pn = 11 K
° 1.92
,8•
2 • K
2 'K
4 • K
i
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U
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BY........ ...,OHANI.AN....
DATE .....5 -12 -05
SUBJECT ........:..............:...
R,- -,'K DESIGN & ENOINEERIN� CO. S 4
SH EET NO ..........................
412 WEOT BROADWAY, QUITE #204
6LENDALE, CA. 91204 JOB NO....... RD 79801
TEL:(818)240 -3810 FAX:(818)240 -3813
COLUMN AT 5. 10
3"
a
\' F =50 KSI
A =.78
X — —X Sx =.80
r x =1.2
t =.09"
r =1.1
BASE PLATE
ANCH. TENSION = 0
ANCHOR SHEAR = .12 K
TYPES 6, 7. 8
3 "x3 1/2 "x1/8" BASE PL.
W/ (1)-1/2"0 ANCHOR, 3 1/2" EMB.
TYPES 5, 10
7 "x5 "x3/8" BASE PL.
W/ (2) ANCHORS, 3 1/2" EMB.
ALL ANCHORS HILTI KWIK BOLT 3
ESR -1385 OR EQUAL. (NO INSPECT
DESIGNED FOR 1/2 STRESS Z
MOMENT AT BEAM CONNECTION
2
0 0
0 0
I
�6
Max =Sx •Fb= 24 "K
1.6 K
1
10 01 8 "x5 "x3/8"
IQ BASE PLATE
6"
REQ D)
2 PIN CONNECTOR
4 7/16 "0 RIVET
A= .1 Fy = 79 Ksl
Va = A x79x.4 = 3 K
Ma = 3Kx4 "x1.33 = 16 "
CONN.
7/16 "0 RIVET
ASTM A354 -79
TH'K =3/16"
Z
H
'~ W
J U
UO
J �
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W } O }
J
LL. Q
(I)=)
= W
F— _
Z F..
1— O.
Z I--
5
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0 H:
W W:.
H U
0
�Z
U =:
p F..
Z,
BY ........ G. OHANIAN
........................
DATE . .................. 5-12-05 I .............
SUBJECT...... ..•...........
Rt.-A DEMON & ENG[INEERIN' "Co. SHEET NO ..........................
412 WENT BROADWAY, NUITE #204
OLENDALE, GA. 91204 J013 NO....... RP79.810.1...
TEL:(818)240-3810 FAX:(818)240-3813
TRANSVERSE SEISMI
(OVERTURNING)
M OT = .15KXc0�1 44"x.5x1.15 =25
MR = 1.4 K x42" = 59 'K
NO UPLIFT
LOAD TO DIAGONAL
6 K
x2 x-L-=.35
COL 48
F =50 KSI
A=.31 F = 11.2 KSI
r =.48
Q=.74 Pa 3.5 K
L= 56"
CHECK WELDS
1/8" WELD 1.5" LONG EACH SIDE (3" TOTAL)
3x.125x.707x70x.3 = 5.7 K
CHECK SLA
2100#
5" CONCRETE SLAB
2000 PSI. CONC.
11000 PSF. SOIL
A 4
4" 4.5"
8.
17
S= 12x5 2 = 50
6
844
—6-0— = 17 < 1.6 /2000 =72
.7
TOP LEVEL LOADIN
M =.04Kx2 xl44'!--12"K
OT COL
MR =. 45 Kx42'�-- 19 "K
E3
BOTH SIDES
5
yp. 1 /8
T A/2
iB C3
IA
x
t=.07"
SEC. A-
Typ -
11 7/ 8 1.5
SEC, B-B
21 00
1000 = 2.1 as 2.1 x 1 44 = 302'
-�302 =17"
M= ( 4 . _, 2 )2 x I OOOX 1 T x12 =844"#
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By ........ G. OHANIAN
............................... li-I DE MN & EN
CO.
SHEET NO ........... 6 .... I ........
DATE . ..... 5 7. 1 . 2 7 05 ...... . 412 WENT BROADWAY, NUITE #204 -9801
.. .. . .. ........ GILENDAM CA. 91204 JOB NO . ...... RD
.......................
SUBJECT ......................
TEL:(818)240-3810 FAX:(818)240-3813
1 48" 1
q(z
200 # / LEVEL
TYPE I SIDE VIEW
200 # / LEVEL
TYPE 4
200 # / LEVEL
TYPE 2 SIDE VIEW
f 48" i I
Qtz
I yt
100 # / LEVEL
TYPE 9 SIDE VIEW
ti
# LEVEL
..100 # BEAM
"SS" BEAM
3/32"
1
x =.215
S X =.126
x x Fy=36
C4
"SSLP" BEAM
1 X =.03
tD
Z' s X =.02
to
Fy=36
YF
200 # / LEVEL
TYPE 3 SIDE VIEW
M= 48 %. _ . 6 "K
8
S R 24 =.02<.02
Z QQ
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BY ......... . OHANIAN R._.;K DESIGN & ENOINEERI , CO.
DATE .....5 1 . ..... . 412 WEOT BROADWAY, QUITE #204 SHEET NO ........... �............
OLENDALE, CA. 91204 JOB NO....... RD -9801
SUBJECT ......................... TEL:(818)240 -3810 FAX:(818)240 -3813
LOAD PER COLUMN
200 # / LEVEL
P= 6_ x.2 =.6 K
2 COQ.
W =.1 0.1 3 x.6 =.5 K
V= 1.2x.5x.5 K =.05K BASE SHEAR PER COL.
40.4
t- .07 F
i
a0 A =.40
�` X —•— • —•— X
Smin=• 12
I I
4" r1,=.64
Q =.7
KI_ 66 =61
r .64
COMBINED
STRESS RATIO
+ — <1.33
+
P a
M ax
4
•62
2.6
OVERTURNING
MOT = .05 Kxc 144 "x.5x1.15 = 8.2 "K
M = .5 Kx24 "= 12"K NO UPLIFT
BASE PLATE
T =0
ANCHOR SHEAR --.05 .03 K
MOMENT AT BEAM CONNECTION(
MCONN.= 1.3•+•.7 = 1 "K
2
Va _ .252x3.14 x80x.4 =1.5
RIVET 4
Ma = 1.5 "x1.33 =3.0'
CONN
n., K
F 10.1 KSI
P F =4K
M =SxF = 2.6 K
.7 "K
1.3 "
.3 'K
3 3/4"
Do
O O
M
N
t =14GA.
(2)-1/4"0 HILTI KWIK BOLT 3
ESR -1385 OR EQUAL, 2" EMB.��
(NO INSPE REQ$D) ley �V
l,r-
BEAM � 4
i
N
-------- L-R
4
.25 ,1 0 RIVET (�
F Y =80 KSI u
Z
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PcRMIT COORD COPY
PLAN REVIEW /ROUTING SLIP
ACTIVITY NUMBER D05 -185 DATE: 5 -31 -05
PROJECT NAME SPORTS AUTHORITY
SITE ADDRESS 17450 SOUTHCENTER PY
X Original Plan Submittal
Response to Incomplete Letter #
Response to Correction Letter # Revision # After Permit Issued
DEPARTMENTS: i
Building Division Fire Prevention Planning Division ❑
Public Works ❑ Structural ❑ Permit Coordinator
DETERMINATION OF COMPLETENESS: (Tues., Thurs.) DUE DATE: 6
Complete Incomplete ❑ Not Applicable ❑
Comments:
Permit Center Use Only
INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED:
Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials:
I
TOES /THURS 7YTING:
Please Route Structural Review Required ❑ No further Review Required ❑
REVIEWER'S INITIALS: DATE:
APPROVALS OR CORRECTIONS DUE DATE: 6
Approved ❑ Approved with Conditions Not Approved (attach comments) ❑
Notation:
REVIEWER'S INITIALS: DATE:
Permit Center Use Only
CORRECTION LETTER MAILED:
Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials:
Documents /routing slip.doc
2 -28.02
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DEPARTMENT OF LABOR AND INDUSTRIES
REGISTERED AS PROVIDED BY LAW AS
CONST COAT GENERAL
�; .'REGIST # t EXP . •. DATE
CCO1' NORTHWH275JF 10/09/2005
EFFECTIVE DATE 04/06/1973
NORTH WEST HANDLING SYS INC
1100 SW 7TH.ST
RENTON WA 98055 -2939
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Detach A.nd Display Certificate
REGISTERED AS PROVIDED BY LAW AS
CONST CONT GENERAL
Please Remove
REGI ST . # EXP . DATE
And Sign
CC61 NORTHWH275JF 10/09/2005
EFFECTIVE DATE 04/06/1973
Identification
Card Before,
NORTH WEST HANDLING SYS INC
Placing In.
1100 SW' 7TH ST
Billfold
RENTON WA 98055 -2939
Si -znature
I.sued by DEPART'ME,NT OF LABOR A.ND LNDUSTRIES
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L U75
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THK =3/8
TH' K = 3 /8"
FY =36 K S I. „ K I.
- - FY =36 KSI. 7
3 ASTM A-36
I ® (ASTM A - 36) '
r 4.
7/16"0 RIVET ( t )
3 1 /2” -1 /2 " 0 ANCHOR PER BASE PLATE
SEC. 8 -8 ASTM A 54 -79 H'K= 3/6 ( EMB., (SEE NOTE N0. 4) ) _ 1 / 2 "� ,
T 1 2 ANCHOR BOLTS PER BASE PLATE
3 1/2" EMB., (SEE NOTE NO. 4)
OF
BRACING DETAIL 1 BEAM `CONNECTION 2 BASE PLATE DETAIL 3 BASE PLA TE DETAIL 4
- 14 A. '
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� ASTM A345 -79 8�
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(2)-1/4"0 ANCHORS PER BASE PL. • «.# +� _
.. M T _"SS" BEAM SSLP — BEM
s
2 E 8 (SEE NO N0. 3) 14 GA, t =14 GA. 200 / LEVEL 200 LEVEL 200 LEVEL f 200 LEVEL 100 LEVEL r,
BASE PLATE DETAIL C 5J BEAM �CONNECTION YOU TYPE 1 SIDE VIEW TYPE 2 SIDE 'VIEW TYPE 3 SIDE 'VIEW TYPE 4 TYPE 9 SIDE VIEW
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1 - DESIGN OF STEEL STORAGE RACKS AS SHOWN BY THESE DRAWINGS '
AND CALCULATIONS ARE IN COMPLIANCE WITH THE REQUIREMENTS ;
OF THE INTERNATIONA BUILDING CODE 2003 EDITION
2 - STEEL FOR ALL SHAPES FY =50 KSI. ASTM A570 -85 GR.50 (EXCEPT AS NOTED)
3 -ALL WELDED CONSTRUCTION IN A SHOP OF AN APPROVED FABRICATOR
(E70XX ELECTRODES)
.�J 4 -ALL ANCHORS HILTI KWIK BOLT 3 ESR -1385 OR EQUAL
(NO SPECIAL INSPECTION REQUIRED)
5- CONCRETE SLAB 5" THICK 2000 PSI. SOIL BEARING CAPACITY 1000 PSF
6- STORAGE RACK CAPACITY AS SHOWN ON ELEVATIONS
7 —ALL RACK INSTALLATIONS SHALL DISPLAY IN ONE OR MORE CONSPICUOUS LOCATIONS
Q A PERMANENT PLAQUE EACH NOT LESS THAN 50 SQUARE INCHES IN AREA
SHOWING THE MAXIMUM PERMISSIBLE UNIT LOAD OF SHWON ON ELEVATIONS
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 NCHES
96 " 96» 42 96 96" 96" 48"
__ BETWEEN THE TOP OF THE STORAGE AND THE CEIL SPRINKLER DEFLECTOR.
I 2 2 18" 24
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DATE: 5 -11 -05
5W / LEVEL 1000 If ,� LEVEL , 1 000 / LEVEL 1 000 � / LEVEL 1000 � ,� LEVEL - P RWEC T: SPORTS AUTHORITY
- -- . ;�� ���•► n�`O '17500 SOUTHCENTER PKWY, TUKWILA. WA.
TYPE 10 TYPE 5 TYPE 6 TYPE TYPE SIDE STORAGE RACK DETAILS rpo C8 " °• s�EET No.
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12 1MU -06