HomeMy WebLinkAboutPermit D17-0171 - ALLEN INSTUTUTE - STORAGE RACKSALLEN INSTITUTE
1110 INDUSTRY DR
D17-0171
Parcel No:
Address:
0
City of Tukwila
0
Department of Community Development
6300 Southcenter Boulevard, Suite #100
Tukwila, Washington 98188
Phone: 206-431-3670
Inspection Request Line: 206-438-9350
Web site: http://www.TukwilaWA.gov
2523049071
1110 INDUSTRY DR
Project Name: ALLEN INSTUTUTE
DEVELOPMENT PERMIT
Permit Number: D17-0171
Issue Date:
Permit Expires On:
8/14/2017
2/10/2018
Owner:
Name:
Address:
Contact Person:
Name:
Address:
Contractor:
Name:
Address:
License No:
BKM TUKWILA 117 LLC
111 THEORY STE #250 , IRVINE, WA,
92617
MIKE SORENSON
1100 SW 7TH ST , RENTON, WA, 98057
NORTH WEST HANDLING SYS INC
1100 SW 7TH ST, RENTON, WA, 98055
NORTHWH275JF
Lender:
Name: ALLEN INSTITUTE
Address: 1110 INDUSTRY DR , TUKWILA, WA,
98188
Phone: (206) 818-4488
Phone: (206) 255-0500
Expiration Date: 10/9/2017
DESCRIPTION OF WORK:
SUPPLY AND INSTALL NEW RACKING & SHELVING. PLEASE SEE ATTACHED FOR BUILDING, RACK, LOCATION,
SPECIFICATIONS AND COMMODITY INFORMATION.
Project Valuation: $10,000.00
Type of Fire Protection: Sprinklers: NO
Fire Alarm: NO
Type of Construction: VB
Electrical Service Provided by: TUKWILA
Fees Collected: $515.95
Occupancy per IBC: S-2
Water District: TUKWILA
Sewer District: TUKWILA
Current Codes adopted by the City of Tukwila:
International Building Code Edition:
International Residential Code Edition:
International Mechanical Code Edition:
Uniform Plumbing Code Edition:
International Fuel Gas Code:
2015
2015
2015
2015
2015
National Electrical Code:
WA Cities Electrical Code:
WAC 296-46B:
WA State Energy Code:
2014
2014
2014
2015
Public Works Activities:
Channelization/Striping:
o
Curb Cut/Access/Sidewalk:
Fire Loop Hydrant:
Flood Control Zone:
Hauling/Oversize Load:
Land Altering:
Landscape Irrigation:
Sanitary Side Sewer:
Sewer Main Extension:
Storm Drainage:
Street Use:
Water Main Extension:
Water Meter:
Volumes: Cut: 0 Fill: 0
Number: 0
No
Permit Center Authorized Signature:
LoiL
Date:
I hearby 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 work. I am authorized to sign and obtain this
development permit and agree to the conditions attached to this permit.
Signature:
Print Nam /I ��grjf c�r�
P/y/ 2/
Date:
This permit shall'become null and void if the work is not commenced within 180 days for the date of issuance, or if
the work is suspended or abandoned for a period of 180 days from the last inspection.
PERMIT CONDITIONS:
1: ***BUILDING PERMIT CONDITIONS***
2: Work shall be installed in accordance with the approved construction documents, and any changes made
during construction that are not in accordance with the approved construction documents shall be
resubmitted for approval.
3: All permits, inspection record card and approved construction documents shall be kept at the site of work
and shall be open to inspection by the Building Inspector 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 Washington State Building Code and the
Washington State Energy Code.
7: All rack storage requires a separate permit issued through the City of Tukwila Permit Center. Rack storage
over 8 -feet in height shall be anchored or braced to prevent overturning or displacement during seismic
events. The design and calculations for the anchorage or bracing shall be prepared by a registered
professional engineer licensed in the State of Washington. Periodic special inspection is required during
anchorage of storage racks 8 feet or greater in height.
0 0
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.
12: The total number of fire extinguishers required for an ordinary hazard occupancy with Class A fire hazards is
calculated at one extinguisher for each 1,500 sq. ft. of area. The extinguisher(s) should be of the "All
Purpose" (3A, 40B:C) dry chemical type. Travel distance to any fire extinguisher must be 75' or less. (IFC
906.3) (NFPA 10, 5.4)
9: Portable fire extinguishers, not housed in cabinets, shall be installed on the hangers or brackets supplied.
Hangers or brackets shall be securely anchored to the mounting surface in accordance with the
manufacturer's installation instructions. Portable fire extinguishers having a gross weight not exceeding 40
pounds (18 kg) shall be installed so that its top is not more than 5 feet (1524 mm) above the floor. Hand-
held portable fire extinguishers having a gross weight exceeding 40 pounds (18 kg) shall be installed so that
its top is not more than 3.5 feet (1067 mm) above the floor. The clearance between the floor and the
bottom of the installed hand-held extinguishers shall not be less than 4 inches (102 mm). (IFC 906.7 and IFC
906.9)
10: Extinguishers shall be located in conspicuous locations where they will be readily accessible and
immediately available for use. These locations shall be along normal paths of travel, unless the fire code
official determines that the hazard posed indicates the need for placement away from normal paths of
travel. (IFC 906.5)
11: Fire extinguishers require monthly and yearly inspections. They must have a tag or label securely attached
that indicates the month and year that the inspection was performed and shall identify the company or
person performing the service. Every six years stored pressure extinguishers shall be emptied and
subjected to the applicable recharge procedures. If the required monthly and yearly inspections of the fire
extinguisher(s) are not accomplished or the inspection tag is not completed, a reputable fire extinguisher
service company will be required to conduct these required surveys. (NFPA 10, 7.2, 7.3)
13: Maintain fire extinguisher coverage throughout.
16: Maintain fire alarm system audible/visual notification. Addition/relocation of walls or partitions may
require relocation and/or addition of audible/visual notification devices. (City Ordinance #2437)
15: All new fire alarm systems or modifications to existing systems shall have the written approval of The
Tukwila Fire Prevention Bureau. No work shall commence until a fire department permit has been
obtained. (City Ordinance #2437) (IFC 901.2)
17: Clearance between ignition sources, such as light fixtures, heaters and flame -producing devices, and
combustible materials shall be maintained in an approved manner. (IFC 305.1)
18: Storage shall be maintained 2 feet or more below the ceiling in nonsprinklered areas of buildings or a
minimum of 18 inches below sprinkler head deflectors in sprinklered areas of buildings. (IFC 315.3.1)
14: Contact The Tukwila Fire Prevention Bureau to witness all required inspections and tests. (City Ordinances
#2436 and #2437)
19: Any overlooked hazardous condition and/or violation of the adopted Fire or Building Codes does not imply
approval of such condition or violation.
20: These plans were reviewed by Inspector 511. If you have any questions, please call Tukwila Fire Prevention
Bureau at (206)575-4407.
PERMIT INSPECTIONS REQUIRED
Permit Inspection Line: (206) 438-9350
1700 BUILDING FINAL**
1400 FIRE FINAL
4046 SI-EPDXY/EXP CONC
CITY OF TUKWILA
Community Development Department
Public Works Department
Permit. Center .
6300 Southcenter Blvd, Suite 100
Tukwila, WA 98188
http://Www:TulcWilaWA.gov
CONSTRUCTION .PERMIT APPLICATION.
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** .
LOCATION
Site Address: • ' 1 n k 5-
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Tenant Names. 4//. el sc‘/-1A
Name:
w; l� /17, .t t- . .
Address:
City: Xi.. v
Stater
Zip:9 �f'7
Address: 1 (.
City: 7
1..
State:
Zip
Phone:.. gre_ 7 7
Fax :",i_Pd Li' 1 ie6
Email:,
re(G 4,s Cis
GENERAL' CONTRACTOR INFORMATION
Company NameivorA‘,44-Is ,t�
J%64,/'f
Address::(/UO Xv.
City:
. State: Zip.
Phone: i ?.54-' C?
Fax tin. 6996
Contr Reg No.A
1Exp Date: < fiG% ( li
�'�f G.
Tukwila Business License No.:5.:D y
King ,Co Assessor's Tax No::
Suite Number: ( . ' Floor:.
New Tenant: Yes ❑ ::No
ENGINEER OF RECORD
OF RECORD
, , ,:
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• (.Hl tECT
Co any
y Name:.
State:lk
Zip:
Architect
: i e:
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City:
Address:
State: I Zip: ooy
Phone
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City:
Email:
State:
Zip:
Phone: :.
Fax:
Emai •
ENGINEER OF RECORD
-,, .. tx i .i i a ;'`
Company Name:
Address:
Art<< . r
biggeyiy 0,
Engineer Name:
State:lk
Zip:
Address: if (
w.
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City:
State: I Zip: ooy
Phone
:/8'
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Faxjg ,)'i_eO . 3 g,i7
Email:
LENDER/BOND ISSiJED (required for prolectsS5,000 or
eater er .RCW.19.27
Name:
Address:
2i A
City::
State:lk
Zip:
H:Wpplications\Forms-Applications on Line \2011 Applications\Pemut Application Revised - 8-9-11.doex
Revised August 2011 •
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Valuation of Project (contractor's bid price): $ . / O 60'
Describe the scope of work (please provide detailed information):
" P 4,e
0 0141v
Will there be new rack storage? [; Yes
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Existing Building Valuation: $
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1=1.. No If yes; a separate permit and plan submittal will be required.
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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 She 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
VNone
❑ Other (specify)
Will there be storage or use of flammable, combustible or hazardous materials in the building? ❑ ' Yes
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
❑ Onsite Septic System - For •on-site septic system, provide 2 copies of a current septic design approved by King County Health
.. ,.•_Departmeiit.
•
' H:Wpplcations\Forms-Applications On Line\2011 Applications\Pennit Application Revised --9-.11.docx
"Revised: August 2011.
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IT ICATION NOTES
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 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).
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 GENT:
Signature:
Date: Wg>/c)-0
Print Name: Day Telephone: P06- Sl 0
Mailing Address: ((°O J t 7,41 J'? '
R Applications\Forms-Applications On Line \2011 Applications\Permit Application Revised - 8-9-11.docx
Revised August 2011
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City State Zip
Page 4 of 4
Cash Register Receipt
City of Tukwila
DESCRIPTIONS 1 ACCOUNT
PermitTRAK
QUANTITY
I PAID
$515.95
D17-0171 Address: 1110 INDUSTRY DR Apn: 2523049071
$515,95
Credit Card Fee
$15.03
Credit Card Fee
R000.369.908.00.00
0.00
$15.03
DEVELOPMENT
$486.32
PERMIT FEE
R000.322.100.00.00
0.00
$292.01
PLAN CHECK FEE
R000.345.830.00.00
0.00
$189.81
WASHINGTON STATE SURCHARGE
8640.237.114
0.00
$4.50
TECHNOLOGY FEE
$14.60
TECHNOLOGY FEE R000.322.900.04.00
TOTAL FEES PAID BY RECEIPT: R11792
0.00
$14.60
$515.95
Date Paid: Thursday, June 22, 2017
Paid By: MIKE SORENSON
Pay Method: CREDIT CARD 07609D
Printed: Thursday, June 22, 2017 3:49 PM 1 of 1
cPWSYSTEMS
INSPECTION RECORD
Retain a copy with permit
INSPECTION NO. PERMIT NO.
CITY OF TUKWILA BUILDING DIVISION
6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670
Permit Inspection Request Line (206) 438-9350
1
Project:
Aj Ij sT7°_'i>
Address:
/1/0 iNoasTRy DQ.
Type of Inspection:
,3L)/LPM6- FlN// L
Date Called:
Special Instructions: '
CA-LL,g,-4,R
Date Wanted:
e'--1 g-- 17
er
p.m.
Requester:
®A)
Phone No:
SCP 3-
37
Approved per applicable codes. Corrections required prior to approval.
COMMENTS:
Inspector:
Date: /0 J�
REINSPECTION FEE REQUIRED. Prior to next inspection. fee must be
paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection.
INSPECTION NO.
INSPECTION RECORD
Retain a copy with permit
Di 7-0171
PERMIT NO.
CITY OF TUKWILA BUILDING DIVISION
6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670
Permit Inspection Request Line (206) 438-9350
Project:
.. 71. c1J ), /`''-' -u .A .
Type of Inspection:
i Cbj,1& //
L
Address:
/NO i.AThri-zY -De
Date Called:
Special Instructions:
_
Date Wanted:
4/7 %1 ^7
a.m.
p.m.
Requestf
,/ VVj :- / j
/SAi
Phone No:
ZCJ6 - Si l)+- R-37
CALL ri).
ElApproved per applicable codes.
Corrections required prior to approval.
COMMENTS:
.Af T%0 -e 77) CAArCg j7
Inspector:
Date: 9 _ 7 -/
REINSPECTION FEE REQUIRED. Prior to next inspection. fee must be
paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection.
INSPECTION NO,
INSPECTION RECORD
Retain a copy with permit
1)17 palI
PERMIT NO.
CITY OF TUKWILA BUILDING DIVISION
6300 Southcenter Blvd., #100, Tukwila: WA 98188
Permit Inspection Request Line (206) 438-9350
(206) 431-3670
Project:� �� /
Ty of Inspection:
tAtiv Je- f L
4LL6"/ 1A617Tv
Address:
I JO ikil vcriz.V b '
Date Called:
J
Special Instructions:
ef4U- / / sS
Date Wanted:'
5' � i 7
a.m.
Requester:
Allred /4A LI—
Phone No:
42 -s` -- s 1c(_
Approved per applicable codes. D Corrections required prior to approval.
COMMENTS:
D S y ,1A6Pezr!
)Q6's,c4-1-& ,fte- 7,xx-Rione
Inspector:
!J.
Date: ir/ 7
REINSPECTION FEE REQUIRED. Prior to next inspection. fee must be
paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection.
INSPECTION NUMBER
INSPECTION RECORD
Retain a copy with permit
Dr/ - d ll
PERMIT NUMBERS
CITY OF TUKWILA FIRE DEPARTMENT
206-575-4407
Project: A it
xi" rAS-i-Xle
Sprinklers:
Type of Inspection:
R A, 4_
Address:.
Suite #: ///0 /Adlvs -y
Or.
Contact Person:
Special Instructions:
Occupancy Type:
Phone No.:
Approved per applicable codes.
t�
Corrections required prior to approval.
COMMENTS:
Needs Shift Inspection:
Sprinklers:
Fire Alarm:
Hood & Duct:
Monitor:
Pre -Fire:
Permits:
Occupancy Type:
Inspector:
—g-
j
Date:
9/7/) -7
Hrs.:
f . 4
$100.00 REINSPECTION FEE REQUIRED. You will receive an invoice from
the City of Tukwila Finance Department. CaII to schedule a reinspection.
Billing Address
Attn:
Company Name:
Address:
City:
State:
Zip:
Word/Inspection Record Form.Doc
3/14/14
T.F D. Form F.P. 113
INSPECTION NUMBER
INSPECTION RECORD
Retain a copy with permit
ti
0111
PERMIT NUMBERS
CITY OF TUKWILA FIRE DEPARTMENT
206-575=4407
Project:
/44
Sprinklers:
Type of Inspection:
Address: .
Suite #: /1(0
/nAI7441
Contact Person:
Special Instructions:
- /
Phone No.:
Approved per applicable codes.
a
ir Corrections required prior to approval.
COMMENTS:
t
/a :/CS ."l//%4, --
£?/L
Needs Shift Inspection:
Sprinklers:
Fire Alarm:
Hood & Duct:
Monitor:
Pre -Fire:
Permits:
Occupancy Type:
Inspector:
„cor/4„3-Z
Date: 9/%// 7
Hrs.: /< a
$100.00 REINSPECTION FEE REQUIRED. You will receive an invoice from
the City of Tukwila Finance Department. Call to schedule a reinspection.
Billing Address
Attn:
Company Name:
Address:
City:
State:
Zip:
Word/Inspection Record Form.Doc
3/14/14
T.F.D. Form F.P. 113
Fireproofing
Aggregates
Shotcrete
Concrete
Masonry
Asphalt
Roofing
P iling
S teel
S oils
Wood
September 6, 2017
File No. 17-581
Building. Official
City of Tukwila Building Department
6300 Southcenter Blvd.
Tukwila, WA 98188
Project:
Address:
Permit:
Allen Institute
1110 Industry Drive
D17-0171
A.A.R. TESTING
LABORATORY, INC.
CONSTRUCTION.INSPECTiON AND MATERIAL TESTING
NATIONALLY ACCEPTED LABORATORY
This is to • advise you that special inspections are completed on the above
referenced project. The following inspection was required and a copy of our
inspection report is attached.
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
RECEIVED
CITY OF TUKWILA
SEP 0 6 2017
PERMIT CENTER
CC: Northwest Handling Systems, Inc. -Tony Johnson, Mike Sorenson
Tel: (425) 881-5812 Fax (425) 881-5441 •7126 180th Ave. NE • P.O. Box 2523 • Redmond, WA 98073
Field Report Report #: 70569
A A R Testing; Laboratory, Inc. 7126180th Ave.N E,, park 150,78uite 0181, 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: Tony Johnson
Project Number: 17-581
Permit #: D17 0171
Project Name: .Allen Institute
Address: 1110 Industry Drive
Inspection Performed: Proprietary Anchors
Date: 8/28/2017
Time:
Temperature:
Anchor bolts for pallet racks per drawing D1.
Verified installation of Hilti KBTZ anchors, 1/2" x 4 1/2" with 3 1/4" embedment, torqued to 40 ft.
lbs. All installed per ESR 1917.
RECEIVED
CITY OF TUKWILA
SEP 0 6 2017
PERMIT CENTER
Distribution:
Distribute Client [l Distribute Contractor
Distribute Engineer [] Distribute Owner
1 Distribute Municipality ;' Distribute Other
[ j Distribute Architect i[i Distribute Other
Inspector: Trow, Michael
Reviewed by: Michele Guerrini
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
NORTHWEST
HA N D LI N G SY S TEMS. I N C.
The Material Handling Experts
FIL
1100 SW 7th St
Renton, WA 98057
(425) 255-0500 ph
ATTN: BUILDING DEPARTMENT AND FIRE DEPARTMENT
RACK INFORMATION SUPPLEMENT
SITE ADDRESS: 1110 8 1112 Industry Drive
TENANT NAME: The Allen Institute
DATE: May 31, 2017
APPLICANT: Mike Sorenson / (206) 818-4488
1. Load application and rack configuration drawings attached.
REVIEWED FOR
CODE COMPLIANCE
APPROVED
AUG 0 3 2011
City of Tukwila
BUILDING DIVISION
2. Attached plans and engineering detail the rack locations, dimensions, and specifications.
3. Stamped engineering calculations attached.
4. Special inspection of anchor bolts will be performed by AAR Testing Lab. PO Box 2523
Redmond, WA 98073 425-881-5812.
5. 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. Commodities stored in racks; Laboratory equipment. Composed of plastic and light steel
materials. Stored in wood crates and cardboard boxes on wire mesh rack decks.
7. Sprinkler System Information: No sprinkler system.
8. Building exits indicated on attached drawing.
9. Ceiling height: 14'.
10. Maximum storage height: 11'.
ot7
RECEIVED
CITY OF TUKWILA
JUN 22 2011
PERMIT CENTER
BY G. OHANIAN
DATE .6-15-17
SUBJECT
RACK DEOI(N & ENG4INEERIN(t do.
412 WEOT BROADWAY, OUITE #204
dLENDALE, dA. 91204
TEL:(818)240-3810 FAX:(818)240-3813
SHEET NO. 1
JOB NO.. RD -19029
STRUCTURAL CALCULATIONS OF STORAGE
RACKS FOR:
ALLEN INSTITUTE
1 1 1 0 INDUSTRY DRIVE
TUKWILA, WA 98188
PER IBC 2015 SEC. 2209.1
ASCE 7-10 SEC. 15.5.3
RMI/ANSI/MH 1 6.1 :2012
STORAGE RACKS CAPACITY:
3000 #/LEVEL PALLET RACK
250 #/LEVEL SHELVING
CALCS. 1 THRU 6
DRAWINGS: RD -19029
EXPIRES 12-26-17
REVIEWED FOR
CODE COMPLIANCE
APPROVED
AUG 032017
City of Tukwila
BUILDING DIVISION
t) k`al-- 0 rl 1
RECEIVED
CITY OF TUKWILA
JUN 22 2017
PERMIT CENTER
BY G. OHANIAN RAdK DEOI(N & ENG�INEERIN( CO.
DATE 6-15-17
SUBJECT
412 WEP1T BROADWAY, QUITE #204
dLENDALE, dA. 91204
TEL:(818)240-3810 FAX:(818)240-3813
SHEET NO 2
JOB NO.. RD -19029
96" 44"
BEAM DESIGN
t=0.06"
2 3/4"
PALLET RACK
Ix=1.63
X Sx =.77
FY= 55 KSI.
SEISMIC DESIGN
Sosxl
V_ Rx 1 .4 xW
c' ,
SIDE VIEW
LOAD PER BEAM + 25% IMPACT LOAD
(3.OKx.88)+(1.5Kx.25) = 3.0— 1.5K
2 BEAMS
M= 82
-18"K
S R= .55<.77
_ 5xwL4 L
384.1 x•E —'36"< 180 =.53"
IBC 2015 SEC. 2209.1
ASCE 7-10 SEC. 15.5.3, RMI/ANSI/MH 16.1:2012
S Ds =0.97 (USGS WEB SITE, "SITE CLASS D")
1=1 NO PUBLIC ACCESS
R=6 MOM. CONN.
R=4 BRACED
W=D.L.+ 3 PRODUCT LOAD
LOAD PER COL — 3x3.0 K =4,5 K
2ca.
LONGIT. SEISMIC
P=.2DL+ (4.5Kx0.75)=3.6K 19K
W=•20L+ (4.5PLx0.67)= 3.2 K 12K 3.9
V = .37 K :V 06K 6.5
LONGIT.
V = .56K
TRANS.
.37K
3.9"K
6.5"K
7.8"K
7.8 K
BY G. OHANIAN
DATE 6-15-17
SUBJECT
RACK DEOI(N & ENdINEERIN( CO.
412 WET BROADWAY, �1UITE #204
LENDALE, dA. 91204
TEL:(818)240-3810 FAX:(818)240-3813
SHEET NO. 3
JOB NO.. RD -19029
COLUMN DESIGN
x-
t=.070"
COMBINED STRESS RATIO
Pex= rr2E.lx =99.0
(KL)2
ax=1- Clcx = .94
Pex
F =55 KSI
Y-
Ae=.62
I x=.95
Se=.6
rx=1.2
ry=1.1
Qc=1.8
Qb=1.67
Cmx=.85
BASE PLATE
ANCH. TENSION = 0
ANCHOR SHEAR = .19 K
KL _44x1.2
rx 1.2 =44
KL_30
ry 1 .1 - 27
Mn=Se.Fy= 35
f2c.P + Qb.Cmx.M
=•56<1
Pn Mn.ax
(2)-1/2"0 ANCHORS PER BASE PL., 3 1/4" EMB.
HILTI KWIK BOLT -TZ ESR -1917
SPECIAL INSPECTION IS REQUIRED
MOMENT AT BEAM CONNECTION
.5x.07x1 x65=2.3 K BEARING CAPACITY
OF COL. HOLE
7/16"0 RIVET
A=.1 Fy=79Ks1
Pa = .1x79x.4 = 3 K
Ma = (2.3Kx4")+(1.1 Kx2") = 11.4K 3 PIN CONN.
CONN.
M = .01 xwl 2= 1 .4"K
END
M= 7.1"K
SEISMIC
M = 8.5 ..K
TOTAL
L 2
Fe=(K xE = 150
rx
2
F n=F y(.658 x c )=47* KSI
Pn= Fn .Ae = 29.0 K
7.8"K
X=N/Fy/Fe = 0.60
Nc<1.5
8"x5"x3/8"
BASE PLATE
6.5 'K
7.1 "K -I � ® 7.1 "K
7.8 'K
BY G. OHANIAN
DATE .6-15-17
SUBJECT
RAdK DEOI(4N & EN(INEERINd do.
412 WET BROADWAY, QUITE #204
LENDALE, dA. 91204
TEL:(818)240-3810 FAX:(818)240-3813
SHEET NO 4
JOB NO.. RD -19029
OVERTURNING 3.6K 3.6K
x
MOT=.56Kx2 x147"x0.66=108. "K
� `J
COL.
MR = 3.6 Kx44"= 157 K 56K 56K
0
NO UPLIFT
44"
LOAD TO DIAGONAL
P = .56 Kx2 x52 = 1.2 K
COL. 42
FY =55 KSI
Ae=.26
rx =.48
L= 52"
P0= 3.1 K
CHECK WELDS
Pn= (1_.01L)L.t.F, = 5.36K
f2= 2.55
Pn = 2.1 K x2 = 4.2K
0 SIDES
CHECK SLAB
3600 = 3 6 0'
1000
J518=23"
3.6x144=5180
M= (122
) x1000x 2 x12=2344 #
S= 12x62 = 72
6
2344 = 33 <1.6 J 2500 =80
72
0
0
TOP LEVEL LOADING
W= 0.20L+1.5LL= 1.7 K LOAD PER COL.
V= .30 K
MOT =.30Kx2 x132"=78
COL.
MR = 1.7 Kx44" = 75 "K
UPLIFT = 78-75 —.07 K
44'
BOTH SIDES TYP> 1 /8 V1 5"
•
10
t=.06"
3600 #
6" CONCRETE SLAB
2500 PSI. CONC.
1000 PSF. SOIL
BY G. OHANIAN
DATE 6-15-17
SUBJECT
RAdK DEOI(N & EN(INEERIN(1 do.
412 WET BROADWAY, SUITE #204
LENDALE, dA. 91204
TEL:(818)240-3810 FAX:(818)240-3813
SHEET NO 5
JOB NO. RD -19029
co
60"
"SS" TYP.
"SS" BEAM
1 3/32"
SHELVING
1 X=.22
Sx=.12
FY= 36KSI.
LOAD PER COL. = 3x.25 K -.38 K
2 COL.
P=.1 DL+
W .1DL
V= .04 K 04K
(.38Kx0.75)=.38K
(.38PLx0.67)= .35 K
36"
S
TYP.
SIDE VIEW
250 # / LEVEL
125 # / BEAM
M= 60"x.13 K = "K
8
S R= 120"K ,..04<.12
0
BY G. OHANIAN
DATE 6-15-17
SUBJECT
RAdK DEOIC N & ENGtINEERINC do.
412 WET BROADWAY, QUITE #204
LENDALE, dA. 91204
TEL:(818)240-3810 FAX:(818)240-3813
SHEET NO. 6
JOB NO. RD -19029
COLUMN DESIGN
3 1/4
COMBINED STRESS RATIO
Pex,_ 7r2E.lx = 9
(KL)2
ax=i QcP =.92
Pex
FY =36Ks1
Ae=.28
Ix—.07
Smin=.07
rmin=.51
KL = 28x1.7 = 93
rmin .51
Mn=Se .Fy=2.5
Qc=1 .8 Oc.P+ S-2b.Cmx.M =.72<1
P„ Mn.ax
f)b=1.67
Cmx=.85
OVERTURNING
= .04K x2x84"x.66 = 4.4 "K
MOT
MR = .38Kx36"= 13.7"K
NO UPLIFT
BASE PLATE
T=0
ANCHOR SHEAR = .04 K
.38K .38K
.04 K
.04 K
(1)-3/8"0 ANCHOR PER BASE PL., 2" EMB.
HILTI KWIK BOLT—TZ ESR -1917
SPECIAL INSPECTION IS REQUIRED
MOMENT AT BEAM CONNECTION
M _ 1.0+.5 = .75"K
CONN.— 2
VR VET _ .25z� 3.1 4 x80x.4=1 .5 K
Ma = 1.5Kx1.5"=2.3 "K
CONN
36"
co
2
Fe= Tr XE2=34
KL)rx
2
Fn=Fy (.658 �c )=24Ksi
Pn=Fn .Ae = 6.6 K
0
ILO
.25"0 RIVET
F =80 KSI
= -\/Fy /Fe = 1
Xc<1.5
July 14, 2017
C
City of Tukwila
Allan Ekberg, Mayor
Department of Community Development
MIKE SORENSON
1100 SW 7TH ST
RENTON, WA 98057
RE: Correction Letter # 1
DEVELOPMENT Permit Application Number D17-0171
ALLEN INSTUTUTE - 1110 INDUSTRY DR
Dear MIKE SORENSON,
Jack Pace, Director
This letter is to inform you of corrections that must be addressed before your development permit can be approved. All
correction requests from each department must be addressed at the same time and reflected on your drawings. I have
enclosed comments from the following departments:
FIRE DEPARTMENT: Al Metzler at 206-971-8718 if you have questions regarding these comments.
The classification of the commodities has been determined to be Group A plastics. Therefore, storage height 6 ft.
and greater is considered high -piled combustible storage. International Fire Code Table 3206.2 requires smoke and
heat removal (smoke vents).
Please show location of existing/proposed smoke vents on the drawings.
Please address the comments above in an itemized format with applicable revised plans, specifications, and/or other
documentation. The City requires that two (2) sets of revised plan pages, specifications and/or other documentation be
resubmitted with the appropriate revision block.
In order to better expedite your resubmittal, a 'Revision Submittal Sheet' must accompany every resubmittal. I have
enclosed one for your convenience. Corrections/revisions must be made in person and will not be accepted through the mail
or by a messenger service.
If you have any questions, I can be reached at (206)433-7165.
Sincerely
Rachelle • iple
Permit Technician
File No. D17-0171
6300,Snuthren.tpr Rnulevnrd .G/ito #1nn • Tvlru,iln Wnchinotnn QR1RR . ns -d21_2.' 7n . F, . on/ 421 2#.c
HERMIT COORD COPY
PLAN REVIEW/ROUTING SLIP
PERMIT NUMBER: D17-0171 DATE: 07/26/17
PROJECT NAME: ALLEN INSTITUTE
SITE ADDRESS: 1110 INDUSTRY DR
Original Plan Submittal
Revision # before Permit Issued
X Response to Correction Letter # 1 Revision # after Permit Issued
DEPARTMENTS:
Building Division
Public Works
El
�-� c x'3''7
Fire Prevention
Structural
Planning Division
❑ Permit Coordinator
PRELIMINARY REVIEW:
Not Applicable
(no approval/review required)
REVIEWER'S INITIALS:
DATE: 07/27/17
Structural Review Required
DATE:
APPROVALS OR CORRECTIONS:
Approved
Corrections Required
DUE DATE:
❑ Approved with Conditions
❑ Denied
(corrections entered in Reviews) (ie: Zoning Issues)
Notation:
08/24/17
REVIEWER'S INITIALS:
DATE:
Permit Center Use Only
CORRECTION LETTER MAILED:
Departments issued corrections: Bldg ❑ Fire 0 Ping 0 PW ❑ Staff Initials:
12/18/2013
9ERMIT COORD COPY: C)
PLAN REVIEW/ROUTING SLIP
PERMIT NUMBER: D17-0171
DATE: 06/22/17
PROJECT NAME: ALLEN INSTITUTE
SITE ADDRESS: 1110 INDUSTRY DR
X Original Plan Submittal Revision # before Permit Issued
Response to Correction Letter # Revision # after Permit Issued
DEPARTMENTS:
m A'Wc ( (7
Building Division
Public Works
II�102 141
Fire Prevention
Structural
Planning Division ❑
❑ Permit Coordinator
PRELIMINARY REVIEW:
Not Applicable ❑
(no approval/review required)
DATE: 06/27/17
Structural Review Required
REVIEWER'S INITIALS: DATE:
APPROVALS OR CORRECTIONS:
Approved
Corrections Required
❑ Approved with Conditions
❑ Denied
(corrections entered in Reviews) (ie: Zoning Issues)
DUE DATE: 07/25/17
Notation:
REVIEWER'S INITIALS:
DATE:
Permit Center Use Only
CORRECTION LETTER MAILED: 1
Departments issued corrections:
ri -
Bldg 0 Fire Ping ❑ PW 0 Staff Initials:
12/18/2013
City of Tukwila
Department of Community Development
6300 Southcenter Boulevard, Suite #100
Tukwila, Washington 98188
Phone: 206-431-3670
Web site: http://www.TukwilaWA.gov
VISION
UBMITTI
CORRECTION
Revision submittals must be submitted in person at the Permit Center.
Revisions will not be accepted through the mail, fax, etc.
S 3117
ea(': l
Date: 7// ( 7 Plan Check/Permit Number: D17-0171
O Response to Incomplete Letter #
® Response to Correction Letter # _1_
❑ Revision # after Permit is Issued
O Revision requested by a City Building Inspector or Plans Examiner
O Deferred Submittal #
Project Name: ALLEN INSTITUTE
Project Address: 1110 INDUSTRY DR
RECEIVED
CITY OF TUKWILA
JUL 262011
PERMIT CENTER
Contact Person:/-/(rke_ ; &4SC Phone Number: e2-(9(� �''g- ifRe
Summary of Revision:
k/4 cOr241:o/ wl f «>w,
F7341017 " iz1/4./ S tc citoi 4((2,\ 7 , / (.I✓ ccl s -C c -°.N
,vCdik 4 (»-2..T T. C.o Brod, :/7C;r t' is
o. 1 !�`L
. �(awrr ; 1-Ciooroi�r1 2,ivy".€ ,I, CO or orin+6l ,n�eTJ ,deeIi
(nil ver -7 //��'iiit2 fit ti S'�i'� /, P1 �7`i c Co eviatn�2rX Size-. coil L040,1'7 `h'v-(,�
Ort (c, . Rex � -w+ v'a -ft c:, r22ve-r-f J2� a r (9/ :10 (c� � (Q.�2 �co�Q / C
Sheet Number(s): �"
"Cloud" or highlight all areas of revision including date of revision
Received at the City of Tukwila Permit Center by: (/
ra— Entered in TRAKiT on --7-41P "17
C:\Users\Rachelle-R\Desktop\Revision Submittal Form - D16-0305.doc
Revised: August 2015
NORTH WEST HANDLING SYS INC
Hoene Espanol Contact
Safety & Health Claims & Insurance
® � Washington State Department of
ILI Labor & Industries
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Workplace Rights Trades & Licensing
NORTH WEST HANDLING SYS INC
Owner or tradesperson
Principals
FRANCK, JAMES JEROME, PRESIDENT
KOSTY, CLARK RANDOLPH, TREASURER
THOMAS, KEVIN A
(End: 09/28/2011)
Doing business as
NORTH WEST HANDLING SYS INC
WA UBI No.
600 051 641
1100SW7TH ST
RENTON, WA 98055-2939
425-255-0500
KING County
Business type
Corporation
Governing persons
JAMES
J
FRANCK
CLARK R KOSTY;
License
Verify the contractor's active registration / license / certification (depending on trade) and any past violations.
Construction Contractor
License specialties
GENERAL
License no.
NORTHWH275JF
Effective — expiration
04/06/1973-10/09/2017
Bond
...............
Travelers Cas & Surety Co
Bond account no.
81 SI03354822BCM
Active.
Meets current requirements.
$12,000.00
Received by L&I Effective date
10/09/2001 10/01/2001
Expiration date
Until Canceled
Insurance
...............................
Travelers Indemnity Company Th
Policy no.
Y6302C242044TIA16
$1,000,000.00
Received by L&I Effective date
09/30/2016 10/01/2016
Expiration date
10/01/2017
Insurance history
https://secure.lni.wa.gov/verify/Detail.aspx?UBI=600051641 &LIC=NORTHWH275JF&SAW= 8/14/2017
Help us improve
NORTH WEST HANDLING SYS INC
Savings
.....
No savings accounts during the previous 6 !period.
Lawsuits against the bond or savings
No lawsuits against the bond or savings accounts during the previous 6 year period.
L&I Tax debts
No L&I tax debts are recorded for this contractor license during the previous 6 year period, but some debts
may be recorded by other agencies.
License Violations
No license violations during the previous 6 year period.
Workers' comp
Do you know if the business has employees? If so, verify the business is up-to-date on workers' comp premiums.
L&I Account ID Account is current.
329,999-00
Doing business as
NORTHWEST HANDLING SYSTEMS INC
Estimated workers reported
Quarter 2 of Year 2017 "Greater than 100 Workers"
L&I account contact
T4 / TERRI MADISON (360)902-4654 - Email: KIRT235@Ini.wa.gov
Public Works Strikes and Debarments
Verify the contractor is eligible to perform work on public works projects.
Contractor Strikes
........................................................
No strikes have been issued against this contractor.
Contractors not allowed to bid
............................................................................................
No debarments have been issued against this contractor.
Workplace safety and health
Check for any past safety and health violations found on jobsites this business was responsible for.
Inspection results date
08/21/2015
Inspection no.
317936474
Location
1100 Sw 7th Street
Renton, WA 98055-2939
Inspection results date
08/21/2015
Inspection no.
317937073
Location
1100 SW 7th Street
Renton, WA 98055-2939
Violations
Violations
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C --F\\
7'-11"
6'-1"
VX96
X96
X96
dX96
t cX96
'I -
/P.1' -11"
r
/7'-11"
10'_7"
d/X96
1X96
1X96
10'-0 5/8"
�/X96
1X96
ddX96
ddX96
d/X96
1X96
1X96
10'-0 5/8"
�/X96
d
X96
1X96
z_.
7' 5„
PLAN VIEW
SCALE: 1/4" = 1'-0"
0
(0X
N)
0
co
x
SEPARATE
PERMIT
REQUIRED FOR:
(/Mechanical
[ iectricai
011aiumbing
Gas Piping
City of Tukwila
BUILDING DIVISION
REVISIONS
No chances 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.
FILE COPY
Permit No. G 11
Plan review approval is subject to errors and omissions.
Approval of construction documents does not authorize
the violation of any adopted cote or ordinance. Receipt
of approved Field Copy and conditions is acknowledged:
By:
Date:
City of Tukwila
BUILDING DIVISION
REVIEWED FOR
CODE COMPLIANCE
APPROVED
AUG 03 2017
VW('
City of Tukwila
BUILDING DIVISION
CITY OF TUKWILA
JUN 22 2017
PERMIT CENTER
SHEET NUMBER
BOTH SIDES TYP.
t=.06"
SEC. A—A
1/4"o SAFETY LOCK
(1000 # CAPACITY)
P
9
P
9
9
9
9
(2)-1/2"o ANCHOR BOLTS PER BASE PLATE
3 1/4" EMB., (SEE NOTE NO. 4)
BASE PLATE DETAIL
BRACING DETAIL
7/16"o RIVET
ASTM A576 -90B
HOT—WROUGHT UNS
G10100 GRADE C-1010
t=3/16"
3 PIN CONNECTION
GENERAL CONFIGURATION
1/4"o RIVET
1/4"o SCREW
"SS" BEAM
14 GA.
Fy=36 KSI
T—POST
14 GA,
Fy=36 KSI L—POST
14 GA.
"JL" POST BASE PLATE
(1)-3/8"0 ANCHOR PER BASE PLATE
2" EMB. (SEE NOTE NO. 4)
"L" POST BASE PLATE
(1)-3/8"o ANCHOR PER BASE PLATE
2" EMB. (SEE NOTE NO. 4)
REVIEWED FOR
'CODE COMPLIANCE
APPROVED
AUG 032017
BEAM TIE
ONE PER LEVEL
City of Tukwila
BUILDING DIVISION
SHELVING COLUMN
BASE PLATE DETAIL
BEAM CONNECTION
NOTES;
1—DESIGN OF STEEL STORAGE RACKS AS SHOWN BY THESE DRAWINGS
AND CALCULATIONS ARE IN COMPLIANCE WITH THE REQUIREMENTS
OF THE IBC 2015, ASCE/SEI 7-10, ACI 318-14, RMI/ANSI MH 16.1:2012
2—STEEL FOR ALL SHAPES FY=55 KSI. ASTM A1011 GR.55 (EXCEPT AS NOTED)
3—NO FIELD WELDING IN THIS PROJECT ALL WELDED CONSTRUCTION IN THE SHOP
OF THE APPROVED FABRICATOR #01649 (E70XX ELECTRODES)
4—ALL ANCHORS HILTI KB TZ ESR 1917
SPECIAL INSPECTION IS REQUIRED
5—CONCRETE SLAB 6" THICK 2500 PSI. SOIL BEARING CAPACITY 1000 PSF
6—STORAGE RACK CAPACITY: 3000 #/ LEVEL AT PALLET RACK
250 #/ LEVEL AT SHELVING
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.
10—STORAGE RACK AREA NOT OPEN TO PUBLIC, EMPLOYEE ACCESS ONLY
b o
RECEIVED
CITY OF TUKWILA
JUN 22 2017
PERMIT CENTER
RACK DESIGN AND ENGINEERING
412 WEST BROADWAY SUITE #204 GLENDALE CA. 91204
SCALE: NONE
DRAWN BY: A.KH.
DATE: 6-15-17
PROJECT:
PALLET RACK SIDE VIEW
SHELVING SIDE VIEW
ALLEN INSTITUTE
1110 INDUSTRY DRIVE, TUKWILA, WA 98188
DETAILS JOB NO.
RD -19029
STORAGE RACK
SHEET NO.
EXPIRES 12-26-17