HomeMy WebLinkAboutPermit D16-0115 - CASCADE PACIFIC FLOORING - STORAGE RACKSCASCADE P CI C
FLOO G
6540 S GLACIE S
D16-0115
Parcel No:
Address:
City of Tukwila
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
7888900120
6540 S GLACIER ST BLDG
DEVELOPMENT PERMIT
Project Name: CASCADE PACIFIC FLOORING
Permit Number:
Issue Date:
Permit Expires On:
D16-0115
5/19/2016
11/15/2016
Owner:
Name:
Address:
CPF KENT VALLEY LLC
100 WILSHIRE BLVD #700, SANTA
MONICA, WA, 90401
Contact Person:
Name: DAVID VAN ZANDT
Address:
Contractor:
Name:
Address:
License No:
Lender:
Name:
Address:
500 SW 16 ST, RENTON, WA, 98057
MR RACKS LLC
500 SW 16TH ST, RENTON, WA,
98055
MRRACRL924BN
CASCADE PACIFIC FLOORING
6540 S GLACIER ST, TUKWILA, WA,
98188
Phone: (425) 207-0058
Phone: (425) 207-0058
Expiration Date: 1/17/2018
DESCRIPTION OF WORK:
RACKING
Project Valuation: $9,800.00
Type of Fire Protection:
Sprinklers: YES
Fire Alarm:
Type of Construction:
Electrical Service Provided by: TUKWILA FIRE SERVICE
Fees Collected: $491.22
Occupancy per IBC:
Water District: TUKWILA
Sewer District: TUKWILA SEWER SERVICE
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:
2012
2012
2012
2012
2012
National Electrical Code:
WA Cities Electrical Code:
WAC 296-46B:
WA State Energy Code:
2014
2014
2014
2012
Public Works Activities:
Channelization/Striping:
Curb Cut/Access/Sidewalk:
Fire Loop Hydrant:
Flood Control Zone:
Hauling/Oversize Load:
Land Altering: Volumes: Cut: 0 Fill: 0
Landscape Irrigation:
Sanitary Side Sewer: Number: 0
Sewer Main Extension:
Storm Drainage:
Street Use:
Water Main Extension:
Water Meter: No /
Permit Center Authorized Signature: / Date: ` C1—`
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 Name: DAVID \.& J ND1
Date: sNi‘
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: There shall be no occupancy of a building until final inspection has been completed and approved by
Tukwila building inspector. No exception.
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.
11: 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)
12: Maintain fire extinguisher coverage throughout.
14: 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)
15: 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)
16: 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)
17: Where storage height exceeds 15 feet and ceiling sprinklers only are installed, fire protection by one of the
following methods is required for steel building columns located within racks: (a) one-hour fire proofing,
(b) sidewall sprinkler at the 15 foot elevation of the column, (c) ceiling sprinkler density minimums as
determined by the Tukwila Fire Prevention Bureau. (NFPA 13-16.1.4)
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)
19: Flue spaces shall be provided in accordance with International Fire Code Table 3208.3. Required flue
spaces shall be maintained.
13: Contact The Tukwila Fire Prevention Bureau to witness all required inspections and tests. (City Ordinances
#2436 and #2437)
20: Any overlooked hazardous condition and/or violation of the adopted Fire or Building Codes does not imply
approval of such condition or violation.
21: 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
htto://www.TulcwilaWA.gov
Building Permit No. .b1(o as
Project No.
Date Application Accepted: (% yf, .q /4i
Date Application Expires: /01-q//G.
(For office use only)
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**
SITE LOCATION
Site Address:(94() s- GLACIER Si
Tenant Name: CAS CAPE ?ACK' IC r1-00141tJ 61,
PROPERTY OWNER
Company Name: I V1 ik, Rives 5 cl..L.
Name: DAVID /AM 2r ND
Name: CASIADE PACIFIC FLoc7RIN6
Phone. Las) Z7.Oos Fax:
Address: OC) 5w IC 1 _Sr
Address: 6i46)561-AC(6R ST:
o State:' - t�{
City: ypa 1 nV�/�
City:—
i Ukiriii..A State: wA
Zip:
i
CONTACT PERSON - person receiving all project
communication
Company Name: I V1 ik, Rives 5 cl..L.
Name: DAVID /AM 2r ND
City: Roar—op State: tilA Zip:Q6057
Phone. Las) Z7.Oos Fax:
Address: OC) 5w IC 1 _Sr
Tukwila Business License No.: M R RQe,o2y z lJ
o State:' - t�{
City: ypa 1 nV�/�
Zip
sr
Phone (y.. .- 2267_60. � Fax:
V
City:
State:
Email:
DAv►. M2.PAd(S..(J)1(A
Phone:
Fax:
GENERAL CONTRACTOR INFORMATION
Company Name: I V1 ik, Rives 5 cl..L.
Address: c) Sln/ j6TN sr
City: Roar—op State: tilA Zip:Q6057
Phone. Las) Z7.Oos Fax:
Contr Reg No.: Exp Date: 7... /6-17
Tukwila Business License No.: M R RQe,o2y z lJ
H:\Applications\Forns-Applications On Linc\201 I Applications\Permit Application Revised - 8-9-1 t.docx
Revised: August 2011
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King Co Assessor's Tax No.:
Suite Number: Floor:
New Tenant: ❑ Yes 7No
ARCHITECT OF RECORD
Name:
��IGIFIC. F1,00711,1/4) 6
Company Name: V A' 1� GamUirA
Company Name:
Engineer Name A 60,r0LA
city: TuicuvII-A State: vA
Architect Name:
City: Karr, State: WA
Address:
Phone(ZOC J s1_ 7303 Fax:
City:
State:
Zip:
Phone:
Fax:
Email:
ENGINEER OF RECORD
Name:
��IGIFIC. F1,00711,1/4) 6
Company Name: V A' 1� GamUirA
/,4
Address: 6 s1 o � . GLAGI Ee_ sr.
Engineer Name A 60,r0LA
city: TuicuvII-A State: vA
Address: 2ii2Z 1Z6T" AVE, SE
City: Karr, State: WA
Zip: a>31
6i
Phone(ZOC J s1_ 7303 Fax:
Email:
LENDER/BOND ISSUED (required for projects $5,000 or
greater per RCW 19.27.095)
Name:
��IGIFIC. F1,00711,1/4) 6
/,4
Address: 6 s1 o � . GLAGI Ee_ sr.
city: TuicuvII-A State: vA
Zip:ei j
Page 1 of 4
BUILDING PERMIT INFORMATION — 206-431-3670
Valuation of Project (contractor's bid price): $ 100
Describe the scope of work (please provide detailed information):
Existing Building Valuation: $
Will there be new rack storage? Yes ❑.. No If yes, a separate permit and plan submittal will be required.
Provide All Building Areas in Square Footage Below
PLANNING DIVISION:
Single family building footprint (area of the foundation of all structures, plus any decks over 18 inches and overhangs greater than 18 inches)
*For an Accessory dwelling, provide the following:
Lot Area (sq ft): Floor area of principal dwelling: Floor area of accessory dwelling:
*Provide documentation that shows that the principal owner lives in one of the dwellings as his or her primary residence.
Number of Parking Stalls Provided: Standard:
Compact: Handicap:
Will there be a change in use? 0 Yes 0 No If "yes", explain:
FIRE PROTECTION/HAZARDOUS MATERIALS:
Sprinlders 0 Automatic Fire Alarm 0 None 0 Other (specify)
Will there be storage or use of flammable, combustible or hazardous materials in the building? 0 Yes IZ( 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
0 On-site Septic System — For on-site septic system, provide 2 copies of a current septic design approved by King County Health
Department.
H:\Applications\Foma-Applications On Line \2011 Applications\Permit Application Revised - 8-9-11.docx
Revised: August 2011
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Page 2 of 4
Existing
Interior Remodel
Addition to
Existing
Structure
New
Type of
Construction per
IBC
Type of
Occupancy per
IBC
151 Floor
2 I, 641-S
6
6
0
N/A
N/A
2nd Floor
3`d Floor
RN/
N Lx
Floors thru
Basement
Accessory Structure*
Attached Garage
Detached Garage
Attached Carport
Detached Carport
Covered Deck
Uncovered Deck
PLANNING DIVISION:
Single family building footprint (area of the foundation of all structures, plus any decks over 18 inches and overhangs greater than 18 inches)
*For an Accessory dwelling, provide the following:
Lot Area (sq ft): Floor area of principal dwelling: Floor area of accessory dwelling:
*Provide documentation that shows that the principal owner lives in one of the dwellings as his or her primary residence.
Number of Parking Stalls Provided: Standard:
Compact: Handicap:
Will there be a change in use? 0 Yes 0 No If "yes", explain:
FIRE PROTECTION/HAZARDOUS MATERIALS:
Sprinlders 0 Automatic Fire Alarm 0 None 0 Other (specify)
Will there be storage or use of flammable, combustible or hazardous materials in the building? 0 Yes IZ( 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
0 On-site Septic System — For on-site septic system, provide 2 copies of a current septic design approved by King County Health
Department.
H:\Applications\Foma-Applications On Line \2011 Applications\Permit Application Revised - 8-9-11.docx
Revised: August 2011
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Page 2 of 4
PUBLIC WORKS PERMIT INFORMATION — 206-433-0179
Scope of Work (please provide detailed information):
Call before you Dig: 811
Please refer to Public Works Bulletin #1 for fees and estimate sheet.
Waer District
...Tukwila ❑ ...Water District #125
0 ...Water Availability Provided
br District
f.r
..Tukwila
..Sewer Use Certificate
0 .. Highline
❑ ...Valley View 0 .. Renton
❑ ...Sewer Availability Provided
❑ .. Renton
❑ .. Seattle
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.
Submitted with Application (mark boxes which apply):
A...Civil Plans (Maximum Paper Size — 22" x 34")
0 ...Technical Information Report (Storm Drainage) 0 .. Geotechnical Report
❑ ...Bond 0 .. Insurance 0 .. Easement(s) 0 .. Maintenance Agreement(s)
Proposed Activities (mark boxes that apply):
❑ ...Right-of-way Use - Nonprofit for less than 72 hours
❑ ...Right-of-way Use - No Disturbance
❑ ...Construction/Excavation/Fill - Right-of-way 0
Non Right-of-way 0
❑ ...Total Cut
❑ ...Total Fill
cubic yards
cubic yards
❑ ...Sanitary Side Sewer
0 ...Cap or Remove Utilities
❑ ...Frontage Improvements
❑ ...Traffic Control
0 ...Backflow Prevention - Fire Protection
Irrigation
Domestic Water
❑ ...Traffic Impact Analysis
❑ ...Hold Harmless — (SAO)
0 ...Hold Harmless — (ROW)
❑ .. Right-of-way Use - Profit for less than 72 hours
❑ .. Right-of-way Use — Potential Disturbance
❑ .. Work in Flood Zone
❑ .. Storm Drainage
❑ .. Abandon Septic Tank
O .. Curb Cut
0 .. Pavement Cut
0 .. Looped Fire Line
❑ ...Permanent Water Meter Size... WO #
❑ ...Temporary Water Meter Size .. WO #
❑ ...Water Only Meter Size WO #
❑ ...Sewer Main Extension Public 0 Private 0
❑ ...Water Main Extension Public 0 Private 0
❑ .. Grease Interceptor
❑ .. Channelization
0 .. Trench Excavation
❑ .. Utility Undergrounding
0 ...Deduct Water Meter Size
FINANCE INFORMATION
Fire Line Size at Property Line
0 ...Water 0 ...Sewer 0 ...Sewage Treatment
Monthly Service Billing to:
Name:
Number of Public Fire Hydrant(s)
Day Telephone:
Mailing Address:
City
Water Meter Refund/Billing:
Name:
Mailing Address:
State Zip
Day Telephone:
City
State Zip
H:\ApplicationsWorrm-Applications On Line 1201 I Applications\Permit Application Revised - 8.9-11.docx
Revised: August 2011
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Page 3 of 4
PERMIT APPLICATION 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 0 E ' OR AUTH S RIZED AGENT:
Signature:
Print Name:
cAV(( VANZ_ANDT
Mailing Address: SO e S(A/ 1614 Sr
Date: 1-01/1
Day Telephone: (qzs) 7-0 7-Cxx z -
H:\Applications\Forms-Applications On Line \201 I Apptications\Pcrmit Application Revised - 8-9-11.docx
Revised: August 2011
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b M ln/A 4g-oS-7
City State Zip
Page 4 of 4
Cash Register Receipt
City of Tukwila
DESCRIPTIONS I ACCOUNT I QUANTITY
PermitTRAK
( PAID
$491.22
D16-0115 Address: 6540 S GLACIER ST BLDG Apn: 7888900120
$491.22
DEVELOPMENT
$476.90
PERMIT FEE
R000.322.100.00.00
0.00
$286.30
PLAN CHECK FEE
R000.345.830.00.00
0.00
$186.10
WASHINGTON STATE SURCHARGE
B640.237.114
0.00
$4.50
TECHNOLOGY FEE
$14.32
TECHNOLOGY FEE
TOTAL FEES PAID BY RECEIPT: R8343
R000.322.900.04.00
0.00
$14.32
$491.22
Date Paid: Friday, April 29, 2016
Paid By: MR. RACKS
Pay Method: CHECK 5855
Printed: Friday, April 29, 2016 2:29 PM 1 of 1
�J��SYS7EM5
INSPECTION RECORD
Retain a copy with permit ]a'G-o1'S j
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:
aaSCADE f3 CifC e 2/I
T e of Inspection:
I gDIN(, gT/�+ L
Date Called:
,
Address:
G S O S atiCia Sr -
Special Instructions:
Date Wanted:
1/7.0//G
a.m.
p.m.
Requester:
Phone No:
Approved per applicable codes. E1Corrections required prior to approval.
COMMENTS:
REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be
paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection.
INSPECTION RECORD
INSPECTION NO. Retain a copy with permit Plea -T r I
CITY OF TUKWILA BUILDING DIVISION
6300 Southcenter Blvd.., #100, Tukwila. WA 98188 (206) 431-3670
Permit Inspection Request Line (206) 438-9350
Project:
AS At YAG)
Type of Inspection:
Address:
c9/0 S (rLACkft2 c7'
Date Called:
Date Want :
77/Y//(R
Special Instructions:
Requester.
M; e
Phone No:
ZoG- 2r1- )94/S
nApproved per applicable codes.
Corrections required prior to approval.
COMMENTS:
l Pi&rt b6-192-- i /il/v4LAppediAL
Pea✓1 be r/i4L 7Z ir7 J6- LAB >�6
CALL_
Pevc
Inspector:
441
x.%14/
Date: 7
/8/
REINSPECTION FEE REQUIRED. Prior to next inspe ion, ee must be
paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection.
i
INSPECTION NUMBER
INSPECTION RECORD
Retain a copy with permit
011 - 0))c-
PERMIT
)»
PERMIT NUMBERS
CITY OF TUKWILA FIRE DEPARTMENT
206-575-4407
Project: q it)(
roo-sct -ck C -90OL
Type of Inspection:
Address: r,,,, -t l Q
Suite #: 4 '7
s
f, ,
Contact Person:
Special Instructions:
Occupancy Type:
Phone No.:
Approved per applicable codes.
Corrections required prior to approval.
COMMENTS:
(Ae,k
C7
•
Needs Shift Inspection:
Sprinklers:
Fire Alarm:
Hood & Duct:
Monitor:
Pre -Fire:
Permits:
Occupancy Type:
Inspector: 4
C\_,c-----e_
Date: 7//,'A,
Hrs.:
t
U
$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
July 18, 2016
File No. 16-475
Building Official
City of Tukwila Building Department
6300 Southcenter Blvd.
Tukwila, WA 98188
A.A.R. TESTING
LABORATORY, INC.
CONSTRUCTION INSPECTION AND MATERIA_ 7 EATIP:D
NATIONALLY ACCEPTED LABORATORY
Project: Cascade Pacific Flooring
Address: 6540 S. Glacier St.
Permit: e ,
1)10-0115
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.
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.
.)1,t,Azt4 ditakis'N,„
Kimberle Anderson
President
CC: Mr. Racks -Carey Ferguson
Cascade Pacific Flooring -Michael Kunstle
RECEIVED
CITY OF TUKWILA
JUL 18 2016
PERMIT CENTER
Tel: (425) 881-5812 Fax (425) 881-5441 • 7126 180th Ave. NE • P.O. Box 2523 • Redmond, WA 98073
Field Report Report #: 64702
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: Mr. Racks
500 S.W. 16th St.
Renton, WA 98057
Contact: Carey Ferguson
Project Number: 16-475
Permit #: 04-6 0146
b16- 005
Project Name: Cascade Pacific Flooring
Address: 6540 S. Glacier St.
Inspection Performed: Proprietary Anchors
Date: 7/14/2016
Time:
Temperature:
Anchor bolts for pallet racks. Verified installation of Simpson Strongbolt 2 anchors, 1/2" x 4 3/4"
with 3" embedment, torqued to 60 ft. lbs.
All placed per plan.
RECEIVED
CITY OF TUKWILA
JUL 182016
PERMIT CENTER
Distribution:
C Distribute Client ❑ Distribute Contractor
C Distribute Engineer ❑ Distribute Owner
V Distribute Municipality ❑ Distribute Other
El Distribute Architect ❑ 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
r RriVIaka) FOR
oo : CO '',PIA !CE
11 1Lj
MAY 17 2016
I;
City oS Tukwila
;31111_C?ii?O DIVISION
RECEIVED
r3LaCITY OF TUKWILA
APR 2 9 2016
PERMIT CENTER
n« -ons
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RECEIVED
CITY OF TUKWILA
APR 292016
PERMIT CENTER
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R IEWED FOR
CODE COMPLIANCE
ZoAPPROVED
MAY 17 201fi
City of Tukwila
BUILDING D{VISIOh,
!�fla-OIIS
Job Title
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By /5711 Date 4,l ZEE«
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PLAN REVIEW/ROUTING SLIP
PERMIT NUMBER: D16-0115 DATE: 05/03/16
PROJECT NAME: CASCADE PACIFIC FLOORING
SITE ADDRESS: 6540 S GLACIER ST
X Original Plan Submittal
Response to Correction Letter #
Revision # before Permit Issued
Revision # after Permit Issued
DEPARTMENTS:
AT � c' S—(� �'t,'l A- cv�- c - O-- i
ITS
Building Division V� Fire Prevention
Public Works
Structural
Planning Division
Permit Coordinator
PRELIMINARY REVIEW:
Not Applicable n
(no approval/review required)
REVIEWER'S INITIALS:
DATE: 05/05/16
Structural Review Required
DATE:
APPROVALS OR CORRECTIONS:
Approved
Corrections Required
❑ Approved with Conditions
❑ Denied
(corrections entered in Reviews) (ie: Zoning Issues)
Notation:
DUE DATE: 06/02/16
REVIEWER'S INITIALS:
DATE:
Permit Center Use Only
CORRECTION LETTER MAILED:
Departments issued corrections: Bldg ❑ Fire 0 Ping 0 PW 0 Staff Initials:
w18/2013
MR RACKS LLC
Home Espanol Contact
Safety & Health
0 Washington State Department of
Labor & Industries
Page 1 of 2
Search L&I
A -Z I11C
Claims & Insurance Workplace Rights
MR RACKS LLC
Owner or tradesperson
Principals
Ferguson, Carey Scott, PARTNER/MEMBER
Ferguson, Julie Lynn, PARTNER/MEMBER
Ferguson, Carey Scott, AGENT
GONSER, BRETT, PARTNER/MEMBER
(End: 04/30/2013)
MCLENDON, ROBERT, PARTNER/MEMBER
(End: 04/30/2013)
Doing business as
MR RACKS LLC
WA UBI No.
602 779 014
500 SW 16TH ST
RENTON, WA 98057
425-207-0058
KING County
Business type
Limited Liability Company
Governing persons
CAREY
FERGUSON
JULIE FERGUSON;
License
Verify the contractor's active registration / license / certification (depending on trade) and any past violations.
Construction Contractor Active.
Meets current requirements.
License specialties
GENERAL
License no.
MRRACRL924BN
Effective — expiration
01/03/2008— 01/17/2018
Bond
https://secure.lni.wa.gov/verify/Detail.aspx?UBI=602779014&LIC=MRRACRL924BN&SAW= 5/19/2016
7v
z\/
139'-63"
4
200'-7" ADJACENT TENNANT THIS SIDE
NOTES:
1. ALL PALLET RACK POSITIONED TO LEAVE A 6" FLUE SPACE
MINIMUM ON ALL SIDES WHEN LOADED.
2. SHELF SUPPORTS ARE WIRE DECK - NO SOLID SHELVES
3. WAREHOUSE AREA IS APPROXIMATELY 21,645 SQ. FT.
4. WAREHOUSE IS EQUIPPED WITH AN AUTOMATIC SPRINKLER
SYSTEM
OFFICE
23'-28"
El
g �X
A42" 96"
X
42" 96"'
' n 96"
�P�,,42 X
n 96"
r .42 X
'� n "
. l22 X 96
AX96
42" "
E " "
A n42 X 96
12'-6"
i, 42" X 9611I
.!.,42" X 96"
. 342" X 96")
'342" X 96"
42" X 96"
E?42" X 96" l
E42" X 96"
42" X 96"1
42"X
96"
J1� 342" X 96"
�, :
42" X 96"
:
42" X 96"
42" X 96"1
3 42" X 96" 1
u uj; 42" X 96"
- 1 ,_0f,
26'-6"
P rmit
Plan
v• :w p yr'.
[.72proval of cons
} violation
1
ofapproved Rale
ale
- -By:-
Date:
c
44.
00
s
REVISIONS
No changes shall be made to the scope
of work without prior approval of
Tukwila Building Division.
i. C :. o cions will require a new plan submittal
and may include additional plan review fees.
FILE COPY
*()1(0-01 IS
0.
4d is subject to errors and omissions.
uc i on documents does not authodzo
adopted code or ordinance. Receipt
ropy and condition is acknowledged:
5/igAz
City of Tukwila
BUILDING DIVISION
193"-0" ADJACENT TENNANT THIS SIDE
i' J A T E//� i FAPERMIT
n E.D FOR,
�1 �'Is( chanicai
►cctrical
i. •. iumbing
L'ia
S Piping
of Tukwila
!NG DIVISION
REVIEWED FOR
CODE COMPLIANCE
APPROVED
MAY 17 2016
City of Tukwila
BUILDING DIVISION
RECEIVED
CITY OF TUKWILA
APR 2 9 2016
PERMIT CENTER
DRAWN BY:
DVZ
SCALE:
3/16" =
DATE:
3-21-16
DRAWING NO:
6-y"Of CLU12N'-```c4r.
SS 1 O'. ?\'
Z
CHECKED BY:
B. Kattula
SHEET NO.
1
OF 2 SHEETS
SIDE
3/8" THK
FRONT
RACK TYPE A
SIDE
12'
SIDE
FRONT
RACK ELEVATIONS
SCALE: NONE
ui l
4-3/4"
FLOOR ANCHOR DETAIL
SEE NOTES FOR SPECS
BASE PLATE DETAIL
UPRIGHT COLUMN
MIN.
�1"
( .....)
FRONT
RACK TYPE B
�DIAGONAL
BRACfi (TYP.)
N
,s -
BRACING CONNECTION DETAIL
1/8"
HORIZINTAL
BRACE
(TYP.)
BRACKET ASSY.
AS NOTED 1
r
STRUCT NOTES:
1. RACKS ARE MANUFACTURED BY LODI METAL TECH (LMT) OF LODI, CA OR EQUAL
2. MINIMUM YIELD (Fy) AND ULTIMATE (Fu) STEEL STRENGTHS SHALL BE AS
FOLLOWS:
(a) BEAMS AND COLUMNS Fy=50ksi Fu=65ksi.
(b) BRACING STRUTS Fy=36ksi F =S8ksi.
(c) BASE PLATES FY=36ksi Fu=58ksi.
3. MAXIMUM RACK LOAD PER LEVEL PER PAIR OF BEAMS SHALL BE AS FOLLOWS:
(a) RACKS TYPE A: 2, lbs
(b) RACKS TYPE B: 2,500 lbs
(c) RACKS TYPE C: 2, lbs
4. CONCRETE SLAB IS GIVEN AS 5-1/2" THICK WITH fc'=2,50O psi.
5. ALLOWABLE SOIL BEARING PRESSURE IS GIVEN AS 1,5f FOR GRAVITY LOADS.
6. TIE -DOWN ANCHORS SHALL BE SIMPSON STRONG BOLT 2 WEECE ANCHORS. USE TWO (2)
1/2"3 X 4-3/4" ANCHORS WITH A 3" EMBEDMENT PER BASEPLATE
SPECIAL INSPECTION IS REQUIRED.
7. POST LOAD SIGNS NOT LESS THAN 50 SQUARE INCHES IN AREA SPECIFYING THE
DESIGN CAPACITY AT CONSPICUOUS LOCATIONS.
8. IF ANY DISCREPANCY OCCURS, CONTACT THE ENGINEER FOR CLARIFICATION.
9. ANALYSIS AND DESIGN OF RACK CONFORMS TO THE 2012 IBC SEC 2209, THE 2008 RMI
CODE, AND SEC. 15.5.3 OF SEI/ASCE 7-10 USING THE ASD METHOD WHERE:
V = 0.67 Cs Ip Ws AND Ip= 1.0 (RESTRICTED AREA - NO PUBLIC ALLOWED)
Sr, 1.409
Cs = 2.5 Ca /R AND Ca= 0.3757 FOR THE GIVEN ADDRESS AND SITE CLASS D
S1= 0.526
R = 4.0 TRANSVERSE (BRACED) DIR.
Fa 1.0
R = 6.0 LONGITUDINAL (MOMENT) DIR.
FIRE PROTECTION NOTES:
1. SPRINKLER SYSTEM IS .39 GPM OVER 5,600 SQ. FT. UTILIZING 286° HEADS.
2. TYPE OF PRODUCT: WOOD FLOORING AND VARNISH AND SEALING AGENTS. NO
ENCAPSULATION
3. TOP OF STORED PRODUCT NOT TO EXCEED 18"-6".
4. APPROXIMATE CEILING HEIGHT 24'-0".
EXITING NOTES:
1. EXTERIOR DOORS ARE 3' SWING TYPE WITH LOCKING KNOB WHICH REQUIRES
NO SPECIAL KNOWLEDGE OR EFFORT TO OPEN.
2. EXTERIOR EXIT DOORS TO BE MARKED PER APPLICABLE CODE
BEAM SECTION .063" TIMX1/2"-8
ASTM A572 GR50
BEAM DETAIL
RACKS TYPE A & B
BRACKET ASSY.
AS NOTED
g„
0
(D1
0
1
it
T)
`�
0
t
L1
e)
ED
0
r
STRUCT NOTES:
1. RACKS ARE MANUFACTURED BY LODI METAL TECH (LMT) OF LODI, CA OR EQUAL
2. MINIMUM YIELD (Fy) AND ULTIMATE (Fu) STEEL STRENGTHS SHALL BE AS
FOLLOWS:
(a) BEAMS AND COLUMNS Fy=50ksi Fu=65ksi.
(b) BRACING STRUTS Fy=36ksi F =S8ksi.
(c) BASE PLATES FY=36ksi Fu=58ksi.
3. MAXIMUM RACK LOAD PER LEVEL PER PAIR OF BEAMS SHALL BE AS FOLLOWS:
(a) RACKS TYPE A: 2, lbs
(b) RACKS TYPE B: 2,500 lbs
(c) RACKS TYPE C: 2, lbs
4. CONCRETE SLAB IS GIVEN AS 5-1/2" THICK WITH fc'=2,50O psi.
5. ALLOWABLE SOIL BEARING PRESSURE IS GIVEN AS 1,5f FOR GRAVITY LOADS.
6. TIE -DOWN ANCHORS SHALL BE SIMPSON STRONG BOLT 2 WEECE ANCHORS. USE TWO (2)
1/2"3 X 4-3/4" ANCHORS WITH A 3" EMBEDMENT PER BASEPLATE
SPECIAL INSPECTION IS REQUIRED.
7. POST LOAD SIGNS NOT LESS THAN 50 SQUARE INCHES IN AREA SPECIFYING THE
DESIGN CAPACITY AT CONSPICUOUS LOCATIONS.
8. IF ANY DISCREPANCY OCCURS, CONTACT THE ENGINEER FOR CLARIFICATION.
9. ANALYSIS AND DESIGN OF RACK CONFORMS TO THE 2012 IBC SEC 2209, THE 2008 RMI
CODE, AND SEC. 15.5.3 OF SEI/ASCE 7-10 USING THE ASD METHOD WHERE:
V = 0.67 Cs Ip Ws AND Ip= 1.0 (RESTRICTED AREA - NO PUBLIC ALLOWED)
Sr, 1.409
Cs = 2.5 Ca /R AND Ca= 0.3757 FOR THE GIVEN ADDRESS AND SITE CLASS D
S1= 0.526
R = 4.0 TRANSVERSE (BRACED) DIR.
Fa 1.0
R = 6.0 LONGITUDINAL (MOMENT) DIR.
FIRE PROTECTION NOTES:
1. SPRINKLER SYSTEM IS .39 GPM OVER 5,600 SQ. FT. UTILIZING 286° HEADS.
2. TYPE OF PRODUCT: WOOD FLOORING AND VARNISH AND SEALING AGENTS. NO
ENCAPSULATION
3. TOP OF STORED PRODUCT NOT TO EXCEED 18"-6".
4. APPROXIMATE CEILING HEIGHT 24'-0".
EXITING NOTES:
1. EXTERIOR DOORS ARE 3' SWING TYPE WITH LOCKING KNOB WHICH REQUIRES
NO SPECIAL KNOWLEDGE OR EFFORT TO OPEN.
2. EXTERIOR EXIT DOORS TO BE MARKED PER APPLICABLE CODE
BEAM SECTION .063" TIMX1/2"-8
ASTM A572 GR50
BEAM DETAIL
RACKS TYPE A & B
BRACKET ASSY.
AS NOTED
g„
ED
0
T)
`�
0
t
RACK DETAILS
SCALE: 3" =1'
2 3/4"
1"
—lgn
5 1/2"
BEAM SECTION 14 GA THK. _A_1/2"-8
ASTM A572 GR50
BEAM DETAIL
RACKS TYPE C
0
1/8
.375 R
2" TYP.
AS NOTED
ir-1/4" REF.
.531 SQUARE
..
T
CD
i
1/8"
REVIEWED FOR
CODE COMPLIANCE
APPROVED
MAY 17 2016
City of Tukwila
BUILDING DIVISION
14GA THK.
[1 0 0 //
7/8" t
J 3"
I "\--R1/8"
---I
1-x-3/4" TYP.
COLUMN DETAIL
1 1/2"
14 GA •-
1 1/4"
COLUMN STRUT
btkous
RECEIVED
CITY OF TUKWILA
APR 2 9 2016
PERMIT CENTER
cfa
cg
DESCRIPTION
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U
A
DRAWN BY:
DVZ
SCALE:
AS SHOWN
DATE:
3-21-16
DRAWING NO:
CHECKED BY:
B. Kattula
SHEET NO.
2
OF 2 SHEETS istO