HomeMy WebLinkAboutPermit D13-329 - COSCO FIRE PROTECTION - TENANT IMPROVEMENTCOSCO
FIRE PROTECTION
4308 S 131 PL
D13-329
City orTukwila
Department of Community Development
6300 Southcenter Boulevard, Suite #100
Tukwila, Washington 98188
Phone: 206-431-3670
Inspection Request Line: 206-431-2451
Web site: http://www.TukwilaWA.gov
Parcel No.: 7349200135
Address: 4308 S 131 PL TUKW
Suite No:
Project Name: COSCO FIRE PROTECTION
DEVELOPMENT PERMIT
Permit Number: D13-329
Issue Date: 11/04/2013
Permit Expires On: 05/03/2014
Owner:
Name: NORMED SHAW PTN
Address: PO BOX 3644 , SEATTLE WA 98124
Contact Person:
Name: AL SMITH
Address: 4308 S 131 PL , TUKWILA WA 98168
Contractor:
Name: COSCO FIRE PROTECTION INC
Address: 10910 - 117TH PL NE , KIRKLAND, WA 98033
Contractor License No: COSCOFP 11 ONM
Lender:
Name:
Address:
Phone: 425 766-3450
Phone: 425-827-9654
Expiration Date: 01/13/2015
DESCRIPTION OF WORK:
INSTALLATION OF STORAGE RACKS
Value of Construction: $0.00
Type of Fire Protection:
Type of Construction:
Electrical Service Provided by: SEATTLE CITY LIGHT
Fees Collected: $250.52
International Building Code Edition: 2012
Occupancy per IBC:
**continued on next page**
doc: IBC -7/10
D13-329 Printed: 11-04-2013
Public Works Activities:
Channelization / Striping: N
Curb Cut / Access / Sidewalk / CSS: N
Fire Loop Hydrant:
Flood Control Zone:
Hauling:
Land Altering:
Landscape Irrigation:
Moving Oversize Load:
Sanitary Side Sewer:
3ewer Main Extension:
Storm Drainage:
Street Use:
Water Main Extension:
Water Meter:
Permit Center Authorized Signature:
I hereby certify that I have read and
joverning this work will be complie
N
N
N
Number: 0
Start Time:
Volumes: Cut 0 c.y.
Start Time:
Private:
Profit: N
Private:
Phe granting of this permit does not p
:onstruction or the performance of work.
:o this permit.
xamin
with,
Date:
Size (Inches): 0
End Time:
Fill 0 c.y.
End Time:
Public:
Non -Profit: N
Public:
t oLthe5
d this permit and know the same to be true and correct. All provisions of law and ordinances
hether specified herein or not.
Signature:
?rint Name:
to give authority to violate or cancel the provisions of any other state or local laws regulating
m authorized to sign and obtain this development permit and agree to the conditions attached
Sm//%
Date:
IIA-/ ?
Phis 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
Dr abandoned for a period of 180 days from the last inspection.
PERMIT CONDITIONS:
l: ***BUILDING DEPARTMENT CONDITIONS***
3: No changes shall be made to the approved plans unless approved by the design professional in responsible charge and the
3uilding Official.
3: All permits, inspection records, and approved plans shall be at the job site and available to the inspectors prior to
;tart of any construction. These documents shall be maintained and made available until final inspection approval is
granted.
I: When special inspection is required, either the owner or the registered design professional in responsible charge,
;hall 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.
3: A final report documenting required special inspections and correction of any discrepancies noted in the inspections
;hall be submitted to the Building Official. The final inspection report shall be prepared by the approved special
nspection agency and shall be submitted to the Building Official prior to and as a condition of final inspection
approval.
ioc: IBC -7/10
D13-329 Printed: 11-04-2013
6: All construction shall be done in conform with the approved plans and the requirem of the International
Building Code or International Residential , International Mechanical Code, Washingt ate Energy Code.
7: Manufacturers installation instructions shall be available on the job site at the time of inspection.
8: VALIDITY OF PERMIT: The issuance or granting of a permit shall not be construed to be a permit for, or an approval of,
any violation of any of the provisions of the building code or of any other ordinances of the City of Tukwila. Permits
presuming to give authority to violate or cancel the provisions of the code or other ordinances of the City of Tukwila
shall not be valid. The issuance of a permit based on construction documents and other data shall not prevent the
Building Official from requiring the correction of errors in the construction documents and other data.
9: ***FIRE DEPARTMENT CONDITIONS***
10: The attached set of building plans have been reviewed by the Fire Prevention Bureau and are acceptable with the
following concerns:
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" (2A,
20B:C) dry chemical type. Travel distance to any fire extinguisher must be 75' or less. (IFC 906.3) (NFPA 10, 3-2.1)
12: 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)
13: 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)
14: 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)
15: 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, 4-3, 4-4)
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 #2328)
17: 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 #2328) (IFC
104.2)
18: 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)
19: 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 315.2.1)
20: Flue spaces shall be provided in accordance with International Fire Code Table 2308.3. Required flue spaces shall be
maintained.
21: Contact The Tukwila Fire Prevention Bureau to witness all required inspections and tests. (City Ordinances #2327 and
#2328)
22: Any overlooked hazardous condition and/or violation of the adopted Fire or Building Codes does not imply approval of
such condition or violation.
23: These plans were reviewed by Inspector 511. If you have any questions, please call Tukwila Fire Prevention Bureau at
(206)575-4407.
doc: IBC -7/10
D13-329 Printed: 11-04-2013
CITY OF TUKWILA
Community Development Department
Public Works Department
Permit Center
6300 Southcenter Blvd., Suite 100
Tukwila, WA 98188
http://www.TukwilaWA.gov
Building Permit No. T /3- 3? /
Project No.
/0/17/( 3
/7/P1
Date Application Accepted:
Date Application Expires:
(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
King Co Assessor's Tax No.: 73 'i9 too 13 S'O
Site Address: 4308 South 131st Place Tukwila, WA 98168 Suite Number: Floor:
Tenant Name: Cosco Fire Protection New Tenant: INt Yes ..No
PROPERTY OWNER
Company Name: Cosco Fire
0 e
Name: NORMED SHAW PTN
City: Tukwila State: WA Zip: 98168
Address: 4310 S 131ST PL 98168
Contr Reg No.: COSCOFP110NM Exp Date: /'/ 03
City: Tukwila State: WA
Zip: 98168
CONTACT PERSON — person receiving all project
communication
Company Name: Cosco Fire
0 e
Name:
AL J` n . vim/
City: Tukwila State: WA Zip: 98168
/I
Address: ..3V0 5.. ill. pL.ild
Contr Reg No.: COSCOFP110NM Exp Date: /'/ 03
City: ,,t� t kWti.A State: W'A
Zip:181
W 1
$
Phone4,4 IG
Gto 34s 6 Fax:
Address:
Email: AS M 1111 CDS Cb F1kE. COM
Phone: vis -Z'[0 _3'st0 Fax: 3Fs( 3
GENERAL CONTRACTOR INFORMATION
Company Name: Cosco Fire
0 e
Address: 4 S 131ST PL 98168
City: Tukwila State: WA Zip: 98168
Phone:4g Uo(D3 Ay S 6 Fax:
Contr Reg No.: COSCOFP110NM Exp Date: /'/ 03
Tukwila Business License No.: & vs ^ 0100e-
H:\Applications\Forms-Applications On Line\20I 1 Applications\Permit Application Revised - 8-9-I I.docx
Revised: August 2011
bh
ARCHITECT OF RECORD
Name:
Address:
Company Name:
Engineer Name: J
c
�j�.r-r: k Cj‘va•.•�ti
Architect Name:
Address: Li t Z we�,�o
4 -o.ek
4
Address:
CityG l Nr I r' State: CA ipgi ?by
Phone: vis -Z'[0 _3'st0 Fax: 3Fs( 3
City:
State:
Zip:
Phone:
Fax:
Email:
ENGINEER OF RECORD
Name:
Address:
Company Name:c..GS 4... `�'s,
C.
Engineer Name: J
c
�j�.r-r: k Cj‘va•.•�ti
Address: Li t Z we�,�o
4 -o.ek
4
2.011
CityG l Nr I r' State: CA ipgi ?by
Phone: vis -Z'[0 _3'st0 Fax: 3Fs( 3
Email: urgc.IG l 0 14.Lo.. cam
g
LENDER/BOND ISSUED (required for projects $5,000 or
greater per RCW 19.27.095)
Name:
Address:
City: State: Zip:
Page 1 of 4
BUILDING PERMIT INFORMATION — 206-431-3670
Valuation of Project (contractor's bid price): $ D) 606 .OrT9 Existing Building Valuation: $
Describe the scope of work (please provide detailed information):
ln/51A4[1n14 sraRAGE R,eicCk,f
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? ❑ Yes 0 No If "yes", explain:
FIRE PROTECTION/HAZARDOUS MATERIALS:
0 Sprinklers 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 ❑ 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:\ApplicationsWorms-Applications On Line\201 I Applications\Permit Application Revised - 8-9-1I.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
1s` Floor
2nd Floor
3rd 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 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 0 No If "yes", explain:
FIRE PROTECTION/HAZARDOUS MATERIALS:
0 Sprinklers 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 ❑ 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:\ApplicationsWorms-Applications On Line\201 I Applications\Permit Application Revised - 8-9-1I.docx
Revised: August 2011
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Page 2 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 OWNER OR AUTHORIZED A N A
Signature: �/1i
Print Name:
A L r'
Day Telephone:
Date: /4//#J/3
425 -1C9b 34. 61
Mailing Address: sopa tj)Db p,- R . gb B 96 D VJODUNAL WA 110/7,
City
10?2-
City State Zip
H:\Applications\Forms-Applications On Line \201 I Applications\Permit Application Revised - 8-9-1 I.docx
Revised August 2011
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Page 4 of 4
•
City of Tukwila
Department of Contnzuftity Development
6300 Southcenter Boulevard, Suite #100
Tukwila, Washington 98188
Phone: 206-431-3670
Fax: 206-431-3665
Web site: http://www.TukwilaWA.gov
Parcel No.:
Address: 4308 S 131 PL TUKW
Suite No:
Applicant: COSCO FIRE PROTECTION
RECEIPT
Permit Number: D13-329
Status: PENDING
Applied Date: 10/17/2013
Issue Date:
Receipt No.: R13-02903
Initials:
User ID:
LAW
1632
Payment Amount: $250.52
Payment Date: 10/17/2013 12:00 PM
Balance: $0.00
Payee: COSCO FIRE PROTECTION
TRANSACTION LIST:
Type Method Descriptio Amount
Payment Check 1897 250.52
Authorization No.
ACCOUNT ITEM LIST:
Description
Account Code Current Pmts
BUILDING - NONRES
PLAN CHECK - NONRES
STATE BUILDING SURCHARGE
000.322.100
000.345.830
640.237,114
Total: $250.52
149.10
96.92
4.50
Printed: 10-17-2013
INSPECTION RECORD:
Retain a copy with permit
INSP CTION NO. PERMIT NO;
CITY OF TUKWILA BUILDING .DIVISION G'
6300 Southcenter Blvd., #100; Tukwila. WA 98188. - , (206) 431-3670
Permit Inspection Request Line (206) 431-2451
Dia -32-1
Project:
CoSFe d
Typ of Inspection:
tSt , \D,
- Al
Address:
43 O:
13
(
PL.
Date Called:.
fff
Special Instructions:
Wit_.
CRequester:
Date Wanted:'"a.m.
`
�" --
- � 3 . frm
Phone No:-
Approved per applicable codes. EJ Corrections required prior to approval. . .
COMMENTS:
F!rM;r L t re
Date:
%t- -.
n REINSPECTION FEE REQUIRED. rior to next inspection. fee must be
paid at 6300 Southcenter Blvd.. Suite 100: Call to schedule reinspection.
1
INSPECTION NUMBER
INSPECTION RECORD
Retain a copy with permit
b13-
PERMIT
13
PERMIT NUMBERS
CITY OF TUKWILA FIRE DEPARTMENT
444 Andover Park East, Tukwila, Wa. 98188 206-575-4407
Project:
405
Type of Inspection:
A -e e
Address:r�
Suite #: (Ag $ /57/ fe
Contact Person:
Special Instructions:
Phone No.:
Approved per applicable codes.
Corrections required prior to approval.
COMMENTS:
/`."9-3'S
Needs Shift Inspection: /S
Sprinklers: /a1
Fire Alarm:
Hood & Duct: /V*
Monitor:
Pre -Fire:
Permits:
,tom
Occupancy'Yype:
i
Inspector
Date: /0 G��
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
6/11/10
T.F.D. Form F.P. 113
Fireproofing
Aggregates
Shotcrete
Concrete November 21, 2013
Masonry
Asphalt
Roofing FileNo.13-678
Piling
Steel
Soils
Wood City of Tukwila Building Department
6300 Southcenter Blvd. #100
Tukwila, WA 98188
Project: Cosco Fire Rack
Address: 4308 S. 131st St.
Permit: D13-329
A.A.R. TESTING
LABORATORY, INC.
CONSTRUCTION INSPECTION AND (MATER:AL TESTI C
'NATIONALLY ACCEPTED LASDRATORY
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 City of Tukwila
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.
a\-
Kimberle Anderson
President
CC: Cosco Fire -Al Smith
Tel: (425) 881-5812 Fax (425) 881-5441 0 7126 180th Ave. NE P.O. Box 2523 Redmond, WA 98073
Field Report
Report #: 059578
sting Laboratory, Inc. 7128 180th Aye, Park 180, 8uite'Ci
Phone 425-881.5812 Fax 425»881 ,5441,
Client: Cosco Fire
4308 S. 131st St.
Tukwila, WA 98168
Contact: Al Smith
Protect Number: 13-678
Permit #: D13-329
Project Name: Cosco Fire Rack
Address: 4308 S. 131st St.
Inspection Performed: Proprietary Anchors
Date: 11/21/2013
Time:
Temperature:
Anchor bolts for pallet racks.
Verified installation of Hilti KBT2 anchors 1/2" x 4 1/2" with 3 1/4" embed, torqued to 40 ft./lbs.
All placed per plan.
Distribution:
Distribute Client [J Distribute Contractor
❑ Distribute Engineer Li Distribute Owner
[J] Distribute Municipality ❑ Distribute Other
Distribute Architect [i Distribute Other
Inspector: Trow, Michael
Reviewed by: Mike Blackwell
All reports are considered confidential and are the property of the client and A.A.R. Testing Laboratory, Inc.
Reproduction except in full without the written consent of A.A.R. Testing is strictly forbidden
}
BY G. OHANIAN
DATE. 10-11-13
SUBJECT
RAdK DEOI(N & EN(WINEERINd do.
412 WEST BROADWAY, SUITE #204
dLENDALE, dA. 91204
TEL:(818)240-3810 FAX:(818)240-3813
SHEET NO. 1
JOB NO. RD -17001
STRUCTURAL CALCULATIONS OF STORAGE
RACKS FOR:
Mr,orytnte
COSCO FIRE
4308 SOUTH 131st STREET
TUKWILA, WA 98168
PER IBC 2012 EDITION
SECTION 2209
STORAGE RACKS CAPACITY:
1500 # / LEVEL AT TYPE "A"
2000 # / LEVEL AT TYPE "B"
CALCS. 1 THRU 6
DRAWINGS: RD -17001
EXPIRES 12-26-13
REVIEWED FOR
CODE COMPLIANCE
APPROVED
OCT 302013
City of Tukwila
BUILDING DIVISION
RECEIVED
CITY OF TUKWILA
OCT 1 7 2013
PERMIT CENTER
DIS -321
BY G. GHANIAN RACK DEOI(N & ENd1INEERINO CO.
DATE. 10-11-13
SUBJECT
412 WEBT BROADWAY, BUTTE #204
dLENDALE, dA. 91204
TEL:(818)240-3810 FAX:(818)240-3813
SHEET NO. 2
JOB NO.. RD -17001
BEAM
0
0
Ix=1.84
Sx =.85
Fy =55 KSI.
LOAD PER BEAM + 25% IMPACT LOAD
(1.5 Kx.88)+(0.8 Kx.25) = 1.5= 0.8 K
2 BEAMS
m= 8 22 = 9 K
SR= .27<.85
_ a
384.W xL E _ .16"< 180 = .53"
SEISMIC DESIGN
V= S os xl xW IBC 2012 (SEC. 2209), RMI SPECS.
Rx1.4
ASCE 7-10 (SEC. 15.5.3)
SDs =1 (USGS WEB SITE, "SITE CLASS D")
1=1 NO PUBLIC ACCESS
R=6 MOM. CONN.
R=4 BRACED
W=D.L.+ 3 PALLET LOAD
TYPE "A"
LOAD PER COL. - 3x1.5 K =2.2 K
2 COL.
P=.20L+ (2•21(x0.75)=1.9K
W=.2DL+ (2.2Kx0.67)= 1.7 K
PL
L= '20 K
ONGIT.
V = .30 K
TRANS.
COLUMN ANALYSIS
3"
x ---x
t=.070"
,lam
Fy=55 KSI
Ae=.62
I x=.95
Se=.6
rx=1.2
ry=1.1
COMBINED STRESS RATIO
Pex= T2E>Z = 166.0 Qc=1 .8
C2b=1.67
ax=1- SZcP = .98
Pex Cmx=.85
LONGIT. SEISMIC
KL=24x1.7 _
rx 1.2 -34
KL40
ry = �-36
Mn=Se.Fy= 35
Qc.P+Qb.Cmx.M = .20<1
P„ M..ax
.20K
10K
07K 1.1"K== 1.9.1(
03K 1.9"K -= 2.2"K
2.2"K
2
Fe=( KL)2=220
ry
z
Fn=Fy(.658 Ac )=5o KSI
Pn=Fn .Ae = 31.0 K
c = -N/Fy /Fe = 0.50
Ac<1.5
BY G. OHANIAN RACK DESIGN & ENdINEERIN( CO.
DATE. 10-11-13
SUBJECT
412 WET BROADWAY, �1UITE #204
LENDALE, CA. 91204
TEL:(818)240-3810 FAX:(818)240-3813
SHEET NO 3
JOB NO.. RD -17001
BASE PLATE
ANCH. TENSION = 0
ANCHOR SHEAR = .10 K
(2)-1/2"0 ANCHORS PER BASE PL., 3 1/4" EMB.
SIMPSON STRONG BOLT -2 ESR -3037
SPECIAL INSPECTION IS REQUIRED
MOMENT AT BEAM CONNECTION
1.9K 2.2 "K
IQ8"x5"x3/8"
to BASE PLATE
.5x.07x1 x65=2.3 K BEARING CAPACITY
OF COL. HOLE 1.9 •K
7/16"0 RIVET
A = .1 Fy = 79 KSI
Pa = .1 x79x.4 = 3 K
Ma = (2.3 Kx4")+(1.1 Kx2") = 11.4 "K 3 PIN CONN.
CONN.
MEND= .O1 xwI 2= .7 "K
M— 2.0"KM— 2.7"K
SEISMIC TOTAL
OVERTURNING
MOT =.30Kx2 x84"x0.66 - 33"K
COL. —
MR = 1.9 Kx44"= 83 "K .30K
NO UPLIFT
1.9K 1.9K
1: 71
x
.30 K
co
N
n
44"
2.0 "K
{
2.0 K
2.2 'K
TOP LEVEL LOADING
o W= 0.2DL+0.8LL=1.OK LOAD PER COL.
V= .17 K
=.17 Kx2 X72" = 24 K
MOT
COL.
MR = 1.0 Kx44" = 42 "K
NO UPLIFT
BY G. OHANIAN RAdK DEOI N & ENOINEERING1 d0.
DATE. 10-11-13
SUBJECT
412 WET BROADWAY, OZJITE #204
LENDALE, dA. 91204
TEL:(818)240-3810 FAX:(818)240-3813
SHEET NO 4
JOB NO.. RD -17001
BEAM
TYPE "B"
Ix =1.84
Sx =.85
Fy =6601.
LOAD PER BEAM + 25% IMPACT LOAD
(2.0 Kx.88)+(1.0 Kx.25) = 2.0= 1.0K
2 BEAMS
M= SZ =12"K
S R= .37<.85
0- SxwL° =,21"<=.53"
384.1x .E 180
LOAD PER COL. = 4x2.0 K =4.0 K
2 COL.
P=•2DL+ (4.0Kx0.75)=3.2K
W=.2DL+ (4.0�,KLx0.67)= 2.9 K
K
V
LONGIT.
= 'S1 K
TRANS.
COLUMN ANALYSIS
x-
3„
-- x
1 M
t=.070" jI
COMBINED STRESS RATIO
Pex (KL)Ix = 42.0
ax=1 ncP=.86
Pex
Fy=55 Ks'
Ae=.62
Ix=.95
Se=.6
rx=1.2
rY=1.1
Oc=1.8
Qb=1.67
Cmx=.85
BASE PLATE
ANCH. TENSION = 0
ANCHOR SHEAR = .17 K
LONGIT. SEISMIC
KL=48x1.7 =68
rx 1.2
KL=4�4f=40
Y
Mn=Se.Fy= 35
Qc.P+flb.Cmx.M = .62<1
Pn Mn.ax
(2)-1/2"0 ANCHORS PER BASE PL., 3 1/4" EMB.
SIMPSON STRONG BOLT -2 ESR -3037
SPECIAL INSPECTION IS REQUIRED
.34K
Fe=( =
KLj263
rx
7.9"K
2
F n=F Y(.658 c )=38 KSI
Pri=F .Ae = 24.0 K
3.2K 7.9j
10 01
100
2 2"K
3.9"K
5.1"K
7.9"K
Xc= "FY/Fe = 0.93
Xc<1.5
8"x5"x3/8"
BASE PLATE
BY G. OHANIAN RAdK DEOI(N & EN€ INEERIN(t do.
DATE. 10-11-13
SUBJECT
412 WET BROADWAY, QUITE #204
LENDALE, CA. 91204
TEL:(818)240-3810 FAX:(818)240-3813
SHEET NO. 5
JOB NO.. RD -17001
MOMENT AT BEAM CONNECTION
.5x.07x 1x65=2.3 K BEARING CAPACITY
OF COL. HOLE 5.1 "K
7/16"95 RIVET
A = .1 Fy = 79 KSI
Pa = .1 x79x.4 = 3 K
Ma = (2.3 Kx4")+(1.1 Kx2") = 11.4 "K 3 PIN CONN.
CONN.
MEND-.O1XWI2= 1.0 "K
M- 6.5"K
SEISMIC
M -_ 7.5"K
TOTAL
OVERTURNING
MpT=.45Kx2 x178"x0.66 =121 "K
COL.
MR = 3.2 Kx44"= 141"K
NO UPLIFT
LOAD TO DIAGONAL
P=.51Kx2 x54=1,3K
COL. 44
Fy =55 KSI
Ae=.26
rx =.48
Q=.74
L= 54"
Pa= 2.7K
CHECK WELDS
Pa= (1_ .O1L) L.t.F„ = 3.9 K
f2= 2.55 /
--D-= 1.5K x2 = 3.0K
SIDES
.51
3 2 K 3.2K
1F\ 71
I x
V `.I
.51K
.13
44"
6.5"K �I ® ®� 6.5"K
7.9 K
TOP LEVEL LOADING
0 W O.2DL+1.OLL=1.2K LOAD PER COL.
V= .22 K
=.22Kx2 x156"= 67"K
MOT
COL.
MR = 1.2 Kx44" = 53 "K
UPLIFT =5443 - 32 K
BOTH SIDES TYP.
By G. OHANIAN
DATE. 10-11-13
SUBJECT
RAdK DEOI(N & ENdINEERIN(d d0.
412 WET BROADWAY, filUITE #204
LENDALE, dA. 91204
TEL:(818)240-3810 FAX:(818)240-3813
SHEET NO 6
JOB NO. RD -17001
CHECK SLAB
3200
1000 = 3.2 °'
3.2x 144=460 °"
V/ 460=21"
4=2 ) x
M= ` 1000x 2 x12=844 "#
S= 12x62 = 72
6
844 = 12 <1.6 \/2500 =80
72
3200 #
6" CONCRETE SLAB
2500 PSI. CONC.
1000 PSF. SOIL
Uw�gu iwap� awnminy lceport
of 1
http://geohazards. usgs.gov/des ignmaps/us/summary. php?template=min.
ra(GS Design Maps Summary Report
User -Specified Input
Report Title
Building Code Reference Document
Site Coordinates
Site Soil Classification
4308 S. 131sT ST., TUKWILA, WA
Mon October 14, 2013 21:43:07 UTC
2012 International Building Code
(which utilizes USGS hazard data available in 2008)
47.48607°N, 122.27956°W
Site Class D - "Stiff Soil"
Risk Category I/II/III
ISmi,;
5000n.i od';
ti
East Icor
G. Highlanc
USGS-Provided Output
Ss = 1.497 g
S1 = 0.561 g
Sp.'s = 1.497 g
SMI = 0.842 g
•
2013E '
Son = 0.998 g
Sol = 0.561 g
O MapQuest
For information on how the SS and Si values above have been calculated from probabilistic (risk -targeted) and
deterministic ground motions in the direction of maximum horizontal response, please retum to the application and
select the "2009 NEHRP" building code reference document.
t0
y
1.65
1.50
1.35
1.20
1.05
0.90
0.75
0.60
0.45
0.30
0.15
0.00
0.00 0.20
MCER Response Spectrum
0.40 0.60 0.20 1.00 1.20 1.40 1.60 1.20
Period, T (sec)
2.00
Ot
t4
1A
1.10
1.00
0.90
0.90
0.70
0.60
0.50
0.40
0.30
0.20
0.10
0.00
0.00 0.20
Design Response Spectrum
0.40 0.60 0.20 1.00 1.20 1.40
Period, T (sec)
1.60 1.20
2.00
Although this information is a product of the U.S. Geological Survey, we provide no warranty, expressed or implied, as to the accuracy of
the data contained therein. This tool is not a substitute for technical subject -matter knowledge.
10/14/2013 2:43 PM
Ac'ERMIT COORD COPY a
PLAN REVIEW/ROUTING SLIP
ACTIVITY NUMBER: D13-329
DATE: 10/17/13
PROJECT NAME: COSCO FIRE PROTECTION
SITE ADDRESS: 4308 S 131 PL
X Original Plan Submittal Response to Incomplete Letter #
Response to Correction Letter # Revision # after Permit Issued
DEPARTMENTS:
c-1>
Building Division
Public Works
n
Fire Prevention
Structural
Planning Division
nPermit Coordinator ❑
DETERMINATION OF COMPLETENESS: (Tues., Thurs.)
Complete 11
Incomplete
Comments:
DUE DATE: 10/22/13
Not Applicable
Permit Center Use Only
INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED:
Departments determined incomplete: Bldg ❑ Fire 0 Ping 0 PW 0 Staff Initials:
TUES/THURS ROUTING:
111 Please Route
REVIEWER'S INITIALS:
Structural Review Required
No further Review Required
DATE:
APPROVALS OR CORRECTIONS:
DUE DATE: 11/19/13
Approved ❑ Approved with Conditions 1K1 Not Approved (attach comments) ❑
Notation:
REVIEWER'S INITIALS:
DATE:
Permit Center Use Only
CORRECTION LETTER MAILED:
Departments issued corrections: Bldg 0 Fire 0 Ping ❑ PW 0 Staff Initials:
r
PLAN REVIEW CHECKLIST - (Nonstructural) Permit App. 0/7"--32
By: IBC Edition /2_8( State Amend.
Date: %041—/Y Project title: C.,05 -co riA '/61i^c- `coo
r.
+++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++
);) Classify the building or portion thereof in accordance with Chapter 3
Determine the type of construction of the building in accordance with Chapter 6.
Determine if the location of building on the site and clearances to property lines and
other buildings on the site plan are in accordance with code provisions.
Review for conformity with General building height and area limitations in accordance
with Chapter 5.
Review for conformity with special detailed requirements based on use and
Occupancy.
/ Review for conformity with Type of Construction requirements of Chapter 6.
Review for conformity with Fire and Smoke protection features of
Chapter 7.
Review for conformity with requirements of interior finishes of Chapter 8.
Review for conformity with requirements for fire protection systems of Chapter 9.
(3)-----"Tieview for conformity with requirements for means of egress requirements
of Chapter 10
(� Review for conformity with requirements of accessibility in accordance with Chapter
11, and ICC A117.1
Review for conformity with Washington State Energy Code.
//+++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++
✓ In circle = topic has been reviewed for the application.
X In circle = topic is not relevant to proposed scope of work.
Contractors or Tradespeop P, ter Friendly Page
General/Specialty Contractor
A business registered as a construction contractor with L&I to perform construction work within the scope of
its specialty. A General or Specialty construction Contractor must maintain a surety bond or assignment of
account and carry general liability insurance.
Business and Licensing Information
Name COSCO FIRE PROTECTION INC UBI No. 601198501
Phone 4258279654 Status Active
Address 15000 Woodinville/Redmond Rd License No. COSCOFP110NM
Suite/Apt. SUITE B-800 License Type Construction Contractor
City Woodinville Effective Date 8/14/1989
State WA Expiration Date 1/13/2015
Zip 98072 Suspend Date
County King Specialty 1 General
Business Type Corporation Specialty 2 Unused
Parent Company
Other Associated Licenses
License
Name
Type
Specialty 1
Specialty
2
Effective
Date
Expiration
Date
Status
COSCOFP132JA COSCO FIRE PRO DV
ZURN CON INC
Construction
Contractor
Fire Protect
System
Unused
4/1/1987
4/1/1990
Archived
COSCOFP178KPCOSCO FIRE PRO DV
ZURN IND INC
Construction
Contractor
Fire Protect
System
Unused
5/17/1983
4/1/1987
Archived
COSCOFP285B8 COSCO FIRE
PROTECTION CO
Construction
Contractor
Fire Protect
System
Unused
1/28/1972
4/1/1984
Archived
Business Owner Information
Name
Role
Effective Date
Expiration Date
FIELDING, KEITH RYAN
President
08/02/2012
Bond Amount
CARRIER, TED
Secretary
11/02/2007
K0878694A
JUMP, ROGER
Treasurer
11/02/2007
YOUNT, MICHAEL GEORGE
President
02/14/2008
08/02/2012
O'CONNELL, JOHN P
President
01/17/2002
02/14/2008
SHAFFER, STEVE
Treasurer
01/17/2002
11/02/2007
KERN, DAVID
Vice President
01/17/2002
11/02/2007
ELEK, EDWARD E
President
01/01/1980
01/17/2002
POOL, DANIEL F
Vice President
01/01/1980
01/17/2002
Bond Information
Page 1 of 2
Bond
Bond Company Name
Bond Account Number
Effective Date
Expiration Date
Cancel Date
Impaired Date
Bond Amount
Received Date
9
Westchester Fire
Insurance Company
K0878694A
11/12/2012
Until Cancelled
$12,000.0011/13/2012
12/14/2012
8
American Contractors
Indem CO
1000777964
07/06/2010
Until Cancelled
01/04/2013
$12,000.0007/09/2010
12/30/2011
7
American Contractors
Indem CO
1000777964
11/12/2007
07/06/2010
$6,000.00
11/19/2007
6
GREAT AMER INS CO
5872830
12/01/2004
11/12/2007
$6,000.00
12/10/2004
Assignment of Savings Information No records found for the previous 6 year period
Insurance Information
Insurance
Company Name
Policy Number
Effective Date
Expiration Date
Cancel Date
Impaired Date
Amount
Received Date
31
Zurich
American Ins Co
GL0825002801
01/01/2013
01/01/2014
$5,000,000.00
12/14/2012
30
Zurich
American Ins Co
GL0825002800
01/01/2012
01/01/2013
$5,000,000.00
12/30/2011
https://fortress.wa.gov/lni/bbip/Print.aspx
11/04/2013
104'-5i"
/7-1f\
r.
00
18'-9"
ig
6"
44" X 144'
44" X 144"
0
0
0
m
A
00
0
A
EMERGENCY EXIT LIGHT TYP.
SEPARATE PERMIT
REQUIRED FOR:
Mechanical
Electrical
Plumbing
t Gas Piping
City of Tukwila
BUILDING DIVISION
1•
, ...
_.„.
,
A 36" X 108"
A 36" X 108"
A 36" X 108"
28'
N
A 36" X 108" A 36" X 108"
36 X 108"
REVISIONS
No changes shall bemade to the scope
of work without prior approval of
Tukwila Building Division.
NOTE: Revisions will require a new plan submittal
and may include additional plan review fees.
REVIEWED FOR
CODE COMPLIANCE
APPROVED
OCT302013
City of u ila
BUILDING VISION
FILE COPY
Permit No. 1093 "952--41
Plan review approval is subject to errors and omissions.
Approval of construction documents does not authcri
the Violation of any adopted code or ordinance. Receipt
of approved Field Copy and conditions Is acknowledged:
By /2•
Date / 74/i3
City Of liakwila
BUILDING DIVISION
RECEIVED
CITY OF TUKWILA
OCT 172013
PERMIT CENTER
w
8
N -S1 •
EA
�N �U
•
t r� N
b4 8 al
• -I �W U
""50 44t
-at
y� O
5 cv • •�
E-1 ..4 0
DRAINING$ PREPARED FOR
COCD
EXPIRES 12-26-13
191)
DRAWN BY
JAL
SC
3 16"=1'-0"
1/4/13
13
DRAWING NO:
CHECKED BY:
SHERT NO.
1
OF 2 suns
A
1/8" Vl"<BOTH SIDES TYP.
BRACING CONNECTION DETAIL
--"I I-•-1/2.,
FLOOR ANCHOR DETAIL
SEE NOTES FOR SPECS
1 1/2" , - -I
.075 THK--- 1 1/4"
SECT. A—A
5/8" DIA.
2 HOLES
3/8" THK.
SECT. B—B
14GA THK.
I 6"------I
8"
BASE PLATE DETAIL
(2)-
/AvcxRI
3-1/4" EMB., (SEE NOTE NO. 4)
.375 R
I-
3“
� a � a o
2" TYP.
AS NOTED
1/4" REF.
0 0 0
AN-
.531 SQUARE
14GA THK.
7/8"
7 3",
LM20
14GA ASTM A570 GR50
AS NOTED
SINGLE
Y4"0 SAFETY LOCK
(1000# CAPACITY)
746"0 RIVET
ASTM A576 -90B
HOT -WROUGHT UNS
G10100 GRACE C-1010
R1/8"
I--3/4" TYP.
LBC40
RACK TYPE "A"
4" BEAM FACE
RACK DETAILS
SCALE: 3/4" = 1"
SINGLE
RACK ELEVATIONS
SCALE: 3/2" = 1'-0"
REVIEWED FOR
CODE COMPLIANCE
APPROVED
OCT 3 0 2013
City of Tukwila
BUILDING DIVISION
I-' 8
1
t""
I.
1
1
r
rrrr
p`
L
1
I
r i
.......
RACK TYPE "A"
4" BEAM FACE
RACK DETAILS
SCALE: 3/4" = 1"
SINGLE
RACK ELEVATIONS
SCALE: 3/2" = 1'-0"
REVIEWED FOR
CODE COMPLIANCE
APPROVED
OCT 3 0 2013
City of Tukwila
BUILDING DIVISION
RACK TYPE "B"
4" BEAM FACE
STRUCTURAL NOTES:
1. DESIGN OF STEEL STORAGE RACKS AS SHOWN BY THESE DRAWINGS AND
CALCULATIONS ARE IN COMPLIANCE WITH THE REQUIREMENTS OF THE
INTERNATIONAL BUILDING CODE 2012 EDITION, SECTION 2209.
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 #777 (E70XX ELECTRODES).
4. ALL ANCHORS TO BE SIMPSON STRONG -BOLT 2 ICC -ES ESR -3037, SPECIAL
INSPECTION IS REQUIRED.
5. CONCRETE SLAB 6" THICK 2,500 PSI. SOIL BEARING CAPACITY 1,000 PSF.
6. STORAGE RACK CAPACITY 1,500 #/ LEVEL AT TYPE "A"
2,000 #/ LEVEL AT TYPE "B"
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 l" IN 10'-0" OF HEIGHT.
9. THE CLEAR SPACE BELOW SPRINKLERS SHALL BE A MINIMUM OF 18 INCHES
BETWEEN THE TOP 0 THE STORAGE AND THE CEILING SPRINKLER DEFLECTOR.
FIRE PROTECTION NOTES:
1. SPRINKLER DENSITY IS .495GPM OVER 2,000SQ FT.
2. SPRINKLER HEAD TEMPERATURE IS SET AT 286°F. STEEL. ? c,w‘15=&Jc'-
3. CLASS IV COMMODITY, ! ), STORED ON CONVENTIONAL
WOOD PALLETS, NON -ENCAPSULATED.
4. TOP OF STORED PRODUCT NOT TO EXCEED 20'-0".
5. APPROXIMATE CEILING HEIGHT 29'-6".
EXITING NOTES:
1. EXTERIOR DOORS ARE 3' SWING TYPE WITH LOCKING KNOB WHICH REQUIRES
NO SPECIAL KNOWLEDGE OR EFFORT TO OPEN.
RECEIVED
CITY OF TUKWILA
OCT 1 7 2013
PERMIT CENTER
32q
EXPIRES 12-26-13
1
4.2
40
110111
1116'i
003, T:11
MOHR
O
cip 3 5
>"',(1)gc)w
z
New
U
c5 N •.�
Ems-+ y ct3 E o
DRA$JINCS' PREPARED FOR
0
00
C0
00
07
J
1-
U
DRAWN 8Y:
JAL
SCALE:
AS SHOWN
DAM
10/4/13
DRAWING" NO:
CI KED BY:
S RI' NO.
2
of 2 SHEETS
I-' 8
1
I.
1
_,
r
1
r
rrrr
p`
L
RACK TYPE "B"
4" BEAM FACE
STRUCTURAL NOTES:
1. DESIGN OF STEEL STORAGE RACKS AS SHOWN BY THESE DRAWINGS AND
CALCULATIONS ARE IN COMPLIANCE WITH THE REQUIREMENTS OF THE
INTERNATIONAL BUILDING CODE 2012 EDITION, SECTION 2209.
2. STEEL FOR ALL SHAPES FY=55 KSI. ASTM A1011 GR.55 (EXCEPT AS NOTED).
3. NO FIELD WELDING IN THIS PROJECT ALL WELDED CONSTRUCTION IN THE SHOP
OF THE APPROVED FABRICATOR #777 (E70XX ELECTRODES).
4. ALL ANCHORS TO BE SIMPSON STRONG -BOLT 2 ICC -ES ESR -3037, SPECIAL
INSPECTION IS REQUIRED.
5. CONCRETE SLAB 6" THICK 2,500 PSI. SOIL BEARING CAPACITY 1,000 PSF.
6. STORAGE RACK CAPACITY 1,500 #/ LEVEL AT TYPE "A"
2,000 #/ LEVEL AT TYPE "B"
7. RACK INSTALLATIONS SHALL DISPLAY IN ONE OR MORE CONSPICUOUS
LOCATIONS A PERMANENT SIGN OF 50 SQUARE INCHES IN AREA, SHOWING THE
CAPACITY OF THE RACK (SEE NOTE NO. 6).
8. STORAGE RACKS SHALL BE INSTALLED WITH A MAXIMUM TOLERANCE FROM
THE VERTICAL OF l" IN 10'-0" OF HEIGHT.
9. THE CLEAR SPACE BELOW SPRINKLERS SHALL BE A MINIMUM OF 18 INCHES
BETWEEN THE TOP 0 THE STORAGE AND THE CEILING SPRINKLER DEFLECTOR.
FIRE PROTECTION NOTES:
1. SPRINKLER DENSITY IS .495GPM OVER 2,000SQ FT.
2. SPRINKLER HEAD TEMPERATURE IS SET AT 286°F. STEEL. ? c,w‘15=&Jc'-
3. CLASS IV COMMODITY, ! ), STORED ON CONVENTIONAL
WOOD PALLETS, NON -ENCAPSULATED.
4. TOP OF STORED PRODUCT NOT TO EXCEED 20'-0".
5. APPROXIMATE CEILING HEIGHT 29'-6".
EXITING NOTES:
1. EXTERIOR DOORS ARE 3' SWING TYPE WITH LOCKING KNOB WHICH REQUIRES
NO SPECIAL KNOWLEDGE OR EFFORT TO OPEN.
RECEIVED
CITY OF TUKWILA
OCT 1 7 2013
PERMIT CENTER
32q
EXPIRES 12-26-13
1
4.2
40
110111
1116'i
003, T:11
MOHR
O
cip 3 5
>"',(1)gc)w
z
New
U
c5 N •.�
Ems-+ y ct3 E o
DRA$JINCS' PREPARED FOR
0
00
C0
00
07
J
1-
U
DRAWN 8Y:
JAL
SCALE:
AS SHOWN
DAM
10/4/13
DRAWING" NO:
CI KED BY:
S RI' NO.
2
of 2 SHEETS