HomeMy WebLinkAboutPermit D14-0034 - KOTIS DESIGN - STORAGE RACKSKOTIS DESIGN
1165 ANDOVER PK W
D14-0034
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: htto://www.TukwilaWA.sov
DEVELOPMENT PERMIT
3523049097
1165 ANDOVER PARK W BLDG B
Project Name: KOTIS DESIGN
Permit Number: D14-0034
Issue Date: 1/24/2014
Permit Expires On: 7/23/2014
Owner:
Name:
Address:
Contact Person:
Name:
Address:
Contractor:
Name:
Address:
License No:
Lender:
Name:
CWWA SOUTHCENTER 4 LLC
PO BOX B-3879 C/O EQUITY OFFICE
MGMT LLC, CHICAGO, WA, 60690
MIKE SORENSON
1100 SW 7TH ST, RENTON, WA, 98057
NORTHWEST HANDLING SYSTEMS
1100 SW 7 ST, RENTON, WA, 98055
NO RTH HS963 N D
KOTIS DESIGN
Address: 1165 ANDOVER PK W , TUKWILA, WA,
98188
Phone: (206) 818-4488
Phone:
Expiration Date: 10/9/2015
DESCRIPTION OF WORK:
SUPPLY AND INSTALL (5) BAYS OF NEW PALLET RACKING. SEE ATTACHED ENGINEERING, DRAWINGS AND
SUPPLEMENT FOR LOCATION, SPECIFICATIONS, BUILDING INFORMATION AND COMMODITY INFORMATION
Project Valuation: $2,300.00
Fees Collected: $257.98
Type of Fire Protection: Sprinklers: YES
Fire Alarm:
Type of Construction: Occupancy per IBC: S-2
Electrical Service Provided by: TUKWILA FIRE SERVICE Water District: TUKWILA
Sewer District: TUKWILA SEWER SERVICE
Current Codes adopted by the City of Tukwila:
Internations Building Code Edition:
International Residential Code Edition:
International Mechanical Code Edition:
Uniform Plumbing Code Edition:
2012
2012
2012
2012
International Fuel Gas Code:
WA Cities Electrical Code:
WA State Energy Code:
2012
2012
2012
Public Works Activities:
Channelization/Striping:
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: ' ILA L:. Date:
I hearby certify that I have read and e . -d this permit and know the same to be true and correct. All
provisions of law and ordinances gove his work will be complied with, whether specified herein or not.
2 I�
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:
Date: //2-YA`r
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: VALIDITY OF PERMIT: The issuance or granting of a permit shall not be construed to be a permit for, or an
approval of, any violation of any of the provisions of the building code or of any other ordinances of the
City of Tukwila. Permits presuming to give authority to violate or cancel the provisions of the code or
other ordinances of the City of Tukwila shall not be valid. The issuance of a permit based on construction
documents and other data shall not prevent the Building Official from requiring the correction of errors in
the construction documents and other data.
8: 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)
9: 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)
10: 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 Tess. (IFC
906.3) (NFPA 10, 3-2.1)
11: Maintain fire extinguisher coverage throughout.
12: 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)
13: 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)
14: 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)
15: 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: 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)
17: Flue spaces shall be provided in accordance with International Fire Code Table 2308.3. Required flue
spaces shall be maintained.
18: Any overlooked hazardous condition and/or violation of the adopted Fire or Building Codes does not
imply approval of such condition or violation.
19: 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.TukwilaWA.gov
Building Permit No. ptH, - oo z1
Project No.
Date Application Accepted: tt Lis..4z
Date Application Expires: k I
(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: / (45 j . pK , (/
Tenant Name:
Ho fi 5 D25%fon
PROPERTY OWNER
Name: K aye t�JS tif
dyer,
Address: 60 l 4 4.4. .r3(Yd s
�!'
6'
City:1 u le," (4
State ,1
Zip,g /8.e
CONTACT PERSON — person receiving all project
communication
Name: /. l 1 k2.. JUl"e zsaIs„
Address: (,00 sw 7 C S.f .
City: RPn^
State: 1�/4. Zip9�,s.7
,�q
Phone: 006 its" IIL6 o Fax:q �aa8'- 6 q'Y6
"' e
Email: y►i go rein Susl L n w h S. Co ✓r,
GENERAL CONTRACTOR INFORMATION
Company Name:
/ �(1I` i► �Qs/ AAri•_� .c1, jr.I
.., o'
Address: Limo SW 713, S-,/
City: 1-' / State: aa� � Ziplyar7
Phone: t. 'sacc.opir Fax:v7s_ (fig' 0 v/
N Contr Reg No _ /� /l ,,,?.s.-3-6-Exp Date:, /,/7
,,
Tukwila Business License No.: g vs _ 0 9 9 30,17
King Co Assessor's Tax No.:
Suite Number: k7 /q Floor:
New Tenant: ❑ Yes 11-.11clo
CHITECT OF RECORD
Com Name:
Architect Na •
Address:
City:
ate:
Zip:
Phone:
Fax:
E '.
ENGINEER OF RECORD
Company Name:Rac , ,
sir, E,,„t,►o/ 6.0
Engineer Name: /A_ r (94 d
U el
Address: ,yid IA, , "Fro Lezj Ja,!
City: / _teK /' State:C4 Zi /may
V'C
Phone•pg aMVU'32fO Falg'f)Lv - 3g13
Email:
LENDER/BOND ISSUED (required for projects $5,000 or
greater per RCW 19.27.095)
Name: Ie
'" '2-
4,,,,
Address:
.S
City:
State:
Zip:
H:\Applications\Forms-Applications On Line \2011 Applications\Permit Application Revised - 8-9-11.docx
Revised August 2011
bh
Page 1 of 4
BUILDING PERMIT INFORMATION — 206-431-3670
Valuation of Project (contractor's bid price): $ c-1 30 0 Existing Building Valuation: $
Describe the scope of work (please provide detailed information): Will 4 //LSM`/ CO bajI s of
ylew
,Q I let ��US. fG¢al.¢ s,?.e 44i•'t drat,' v
�. toce.�`��, s�..rc4.;-, CP � IS, b,`�dt'' 1a.1.) 4 COMA/ ad( Xi .:1'A.
Will there be new rack storage? le Yes ❑.. No If yes, a separate permit and plan submittal will be required.
Provide All Building Areas in Square Footage Below
Existing
Interior Remodel
Addition to
Existing
Structure
New
Type of
Construction per
IBC
Type of
Occupancy per
IBC
la Floor
/5i7`f0
RVO
-��
2nd Floor
3rd Floor
Floors thru
•
Basement
Accessory Structure*
Attached Garage
Detached Garage
Attached Carport
Detached Carport
l
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 ("No If "yes", explain:
FIRE PRO)ECTION/HAZARDOUS MATERIALS:
L�Sprinklers ❑ Automatic Fire Alarm ❑ None ❑ Other (specify)
Will there be storage or use of flammable, combustible or hazardous materials in the building? ❑ 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
❑ 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\Forms-Applications On Line\2011 Applications\Permit Application Revised - 8-9-11.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 AUTHOR I7.LYD AGENT:
Signature:
Print Name: /41 i /� c -kdr!-tJ'c.,
Mailing Address: / lO 0 .SW' .
Date: /7 3/�
Day Telephone: jR06 •'.2(g - lives)
98c 7
City State Zip
H:\Applications\Forms-Applications On Line \2011 Applications\Permit Application Revised - 8-9- I l.docx
Revised: August 2011
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Page 4 of 4
DESCRIPTIONS
PermitTRAK
Cash Register Receipt
City of Tukwila
ACCOUNT
QUANTITY
PAID
D14-0034
61.06
DEVELOPMENT
$153.60
PERMIT FEE
R000.322.100.00.00
$149.10
WASHINGTON STATE SURCHARGE
B640.237.114
$4.50
TECHNOLOGY FEE
$7.46
TECHNOLOGY FEE
TOTAL FEES PAID BY RECEIPT: R904
R000.322.900.04.00
$7.46
$161.06
Date Paid: Friday, January 24, 2014
Paid By: MICHAELJ SORENSON
Pay Method: CREDIT CARD 060913
Printed: Friday, January 24, 2014 10:09 AM 1 of 1
CRSYSTEMS
Cash Register Receipt
City of Tukwila
DESCRIPTIONS
ACCOUNT
QUANTITY
PAI D
4-0
Adder,
s: 1165 ANDOVER PART!
BLD
2
0490
DEVELOPMENT
$96.92
PLAN CHECK FEE
TOTAL FEES PAID BY RECEIPT: R722
R000.345.830.00.00
$96.92
$96.92
Date Paid: Tuesday, January 14, 2014
Paid By: MIKE SORENSON
Pay Method: CREDIT CARD 00328A
Printed: Tuesday, January 14, 2014 10:19 AM 1 of 1
CRIVSYSTEMS
INSPECTION RECORD
Retain a copy with permit
PERMIT NO.
CITY OFTUKWILA BUILDING .DIVISION
6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670
Permit Inspection Request Line (206) 431-2451
D(4-333-1
Project:
Address:-
} j 475 4-Akoovu
Special Instructions:
Type f Inspection:,
1Ju, lei,
Date Called:
ate Wanted
_ ce /.4
•
a.m.
Requester
Phone No:
Approved per applicable codes. QCorrections required prior to approval.
COMMENTS:
REINSPECTION FEE E • 1R ' . Prior to next inspection., fee must .be
paid at 6300 Southcenter 81 <:, Suite 100. Call to schedule feinspection.
a.m.:
p.m.
INSPECTION. RECORD
Retain a copy with permit
PERMIT NO.
CITY OF TUKWILA BUILDING DIVISION
6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431,-3670
Permit Inspection Request Line (206) 431-2451
Proj t;.
SP_S�l�A/
Type Inspection:4
Address:
MAJ&cue! /.J
COMMENTS:
AW
Requester:
hoe No:
s-, e6:41
le
d 44
lnsp(Ector:
REINSPECTION FEE QU1RED. Prior -to next inspection, fee must be
paid at 6300 South nter Blvd., Suite 100. Celt- to schedule reinspe+ction.
INSPECTION RECORD
Retain a copy with permit
INSPECTION NUMBER
PERMIT NUMBERS
CITY OF TUKWILA FIRE DEPARTMENT
444 Andover Park East, Tukwila, Wa. 98188 206-575-4407
Project: ii//
1(� 5 1The 5,;n
Type of Inspection:
Az fe-
Address: e
Suite #: //6( ,410
Contact Person:
Special Instructions:
Phone No.:
Approved per applicable codes.
COMMENTS:
I I Corrections required prior to approval.
XAi >/t• s e, Q� 2 ma's ®„ A/42
Needs Shift Inspection:
Sprinklers:
Fire Alarm:
Hood & Duct:
Monitor:
Pre -Fire:
Permits:
Occupancy Type.
Inspector: "H 5,3
Date: Z joy
Hrs.: /.
$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:
Address:
City:
Word/Inspection Record Form.Doc
Company Name:
State:
6/11/10
Zip:
T.F.D. Form F.P. 113
Field Report
Report #: 059335
Client: NorthWest Handling Systems, Inc.
1100 SW 7th St.
Renton, WA 98055-2939
Contact: Tony Johnson
Project Number: 14-153
Permit #: D14-0034 \tl
Project Name: Kotis Design
Address: 1165 Andover Park W. Bldg. B
Inspection Performed: Structural Steel
Date: 2/5/2014
Time:
Temperature:
Verified torque value, 40 ft./lbs., for 1/2" diameter Hilti-KB-TZ quick bolt at one, two bay rack at west
side and one, three bay added rack at south side. All work completed per details and
manufacturers specifications.
RECEIVED
CITY OF TUKWILA
FEB 2 1 2014
PERMIT CENTER
Distribution:
Distribute Client ❑ Distribute Contractor
❑ Distribute Engineer ❑ Distribute Owner
Distribute Municipality ❑ Distribute Other
❑ Distribute Architect ❑ Distribute Other
Inspector: Blisserd, Jonathan (JD)
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
NORTHWEST
HANDLING SYSTEMS, I N C.
he Material Handling Experts
FILE COPY
1100 SW 7th St
Renton, WA 98055
(425) 255-0500 ph
(425) 228-6946 fax
ATTN: BUILDING DEPARTMENT AND FIRE DEPARTMENT
RACK INFORMATION SUPPLEMENT
SITE ADDRESS: 1165 Andover Park W. REVIEWED FOR
CODE COMPLIANCE
TENANT NAME: Kotis Design APPROVED
DATE: January 13, 2014 JAN 2 3 2014
APPLICANT: Mike Sorenson / (206) 818-4488
1. Load application and rack configuration drawings attached.
City of Tukwila
BUILDING DIVISION
2. Attached plans and engineering detail the rack locations, dimensions, and specifications.
3. Stamped engineering calculations attached.
4. Inspections will be scheduled as instructed.
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: Kotis Designs warehouses and distributes promotional clothing.
Shirts, sweatshirts, shorts, etc.... with company logos on them. Cotton and poly clothing
stored in cardboard boxes directly on racks.
7. Sprinkler System Information: Wet system: 150 psi static, 125 residual.
8. Building exits indicated on attached drawings.
bL4003'-i
RECEIVED
CITY OF TUKWILA
JAN 1 4 2014
PERMIT CENTER
By G. OHANIAN
DATE. 1-9-14
SUBJECT
RAdK DEOI(dN & EN(INEERINd do.
412 REST BROADWAY, SUITE #204
LENDALE, dA. 91204
TEL:(818)240-3810 FAX:(818)240-3813
SHEET NO. 1
JOB NO.. RD-17145
STRUCTURAL CALCULATIONS OF STORAGE
RACKS FOR:
KOTIS DESIGN
1 165 ANDOVER PARK WEST, BLDG. B
TUKWILA, WA 98188
PER IBC 2012 EDITION
SECTION 2209
STORAGE RACKS CAPACITY:
3500 # / LEVEL
CALCS. 1 THRU 4
DRAWINGS: RD-17145
PX(Ecop
�*MI*A'l w
EXPIRES 12-26-15
REVIEWED FOR
CODE COMPLIANCE
APPROVED
JAN 2 3 2014
City of Tukwila
BUILDING DIVISION
b1M QQ3LJ
RECEIVED
CITY OF TUKWILA
JAN 1 4 2014
PERMIT CENTER
By G. OHANIAN
DATE. 1-9-14
SUBJECT
RAdK DEOIdN & EN(INEERIN(4 Co.
412 WEOT BROADWAY, QUITE #204
dLENDALE, dA. 91204
TEL:(818)240-3810 FAX:(818)240-3813
SHEET NO. 2
JOB NO. RD-17145
144"
I
04
0)
co
I
co
FRONT VIEW
BEAM
M
01
Lli
SEISMIC DESIGN
_ Spsxl
V— Rx1.4 xW
Ix =4.42
Sx =1.44
FY= 55 KSI.
SIDE VIEW
LOAD PER BEAM + 25% IMPACT LOAD
(3.5 Kx.88)+(1.8 Kx.25) = 3.5 = 1.8 K
2 BEAMS
M= 82 =32"K
SR= .96<1.44
A 384.1x`L =.52"< 180 = .80"
•E
IBC 2012 (SEC. 2209), RMI SPECS.
ASCE 7-10
S os =0.95 (USGS WEB SITE, "SITE CLASS D")
1=1 NO PUBLIC ACCESS
R=6 MOM. CONN.
R=4 BRACED
W=D.L.+ 3 PALLET LOAD
LOAD PER COL. = 2x3.5 K —3.5 K
2 cot_
P= .2 DL+ (3.5 Kx0.75)=2.8 K
W=.20L+ (3.5PLx0.67)= 2.5 K
K
LONGIT. •29
V = .43K
TRANS.
LONGIT. SEISMIC
7 8"K
11.7 K
.29K
1 1.7"K
BY G. OHANIAN RAdK DEOI(N & EN(dINEERINd do.
DATE.1-9-14
SUBJECT
412 WET BROADWAY, BUITE #204
LENDALE, dA. 91204
TEL:(818)240-3810 FAX:(818)240-3813
SHEET NO 3
JOB NO. RD-17145
COLUMN ANALYSIS
3"
x-
--x
I d
1 M
U
t=.090" (I
Fy=55 KSI
Ae=.78
Ix=1.19
Se=.B
rx=1.2
ry=1.1
KL= 1.2 84x1.7 _119 Fe= TT2xE =21
rx A c =�FY /Fe = 1.64
(KL)2
rx
KL_
ry •52 _47 Fn=Fy(.877)=18 KSI Ac>1.5
�2
M S F 44 c
n= a y= Pn— —Fn• Ae = 14.0 K
COMBINED STRESS RATIO
f1c.P Qb.Cmx.M _
Pex= (KL =17.0 Oc=1.8 Pn + Mn.ax —.90<1
C1cP Qb=1.67
ax=1 Pex = .70
Cmx=.85
BASE PLATE
ANCH. TENSION = .63 K
ANCHOR SHEAR — .14 K
(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.09x1 x65=2.9 K BEARING CAPACITY
OF COL. HOLE
7/16"0 RIVET
A=.1 Fy=79KSI
Pa = .1x79x.4 = 3 K
Ma = (2.9 Kx6")+(2.0 Kx4") = 25.4 "K 4 PIN CONN.
CONN.
MEND= •01 XWI 2= 2.5 "K
M— 9.7"K M— 12.2"K
SEISMIC TOTAL
9.7 "K
28K 11.7 )
7 3/4"x5"x3/8"
BASE PLATE
I1 6" I
7 3/4"
BY G. OHANIAN
DATE. 1-9-14
SUBJECT
RAdK DEOI(N & EN(INEERINc4 do.
412 WET BROADWAY, QUITE #204
LENDALE, dA. 91204
TEL:(818)240-3810 FAX:(818)240-3813
SHEET NO. 4
JOB NO.. RD-17145
OVERTURNING
MOT =.43 Kx2 x194"x0.66 —
=1 1 1 "K
COL.
MR = 2.8Kx44"= 124"K .43K
NO UPLIFT
LOAD TO DIAGONAL
P=.43Kx2 x5a =1.1K
COL. 44
FY =55 KSI
Ae=.29
rx =.46
L= 58"
Pa= 2.5K
CHECK WELDS
Pa= 11 .Ol L) L.t.F„ = 5.36 K
f7= 2.55 /l
-=2.1Kx2 =4.2K
SIDES
CHECK SLAB
2800 = 2.8 °'
1000
2.8x 144=403 131'
VZ=20"
M= (12 )2x1000x 2 x12=666 "it
S= 12x62 = 72
6
666 = 9 <1.6 N./2500 =80
72
.43 K
rn
44"
BOTH SIDES TYP
TOP LEVEL LOADING
W= 0.2DL+1.8LL=2.OK LOAD PER COL.
V= .33 K
Kx co�168" = 1 12"K
MOT = .33
MR = 2.0Kx44"=86"K
UPLIFT = 1 144,E - 58 K
1/8 '1.5"
t
1-1
t=.06"
TYP
1
2800#
6" CONCRETE SLAB
2500 PSI. CONC.
1000 PSF. SOIL
AND CALCULATIONS ARE IN C.
OF THE INTERNATIONAL BUILD
2—STEEL FOR ALL SHAPES FY=
3—NO FIELD WELDING IN THIS -
OF THE APPROVED FABRICATO
4—ALL ANCHORS HILTI KWIK BO
SPECIAL INSPECTION IS REQU
5—CONCRETE SLAB 6" THICK 2
6—STORAGE RACK CAPACITY: 35
7—RACK INSTALLATIONS SHALL
A PERMANENT SIGN OF 50 S.
OF THE RACK (3500 #/ LEV;
8—STORAGE RACKS SHALL BE 1'.
VERTICAL OF 1/2" IN 10.-0"
9—THE CLEAR SPACE BELOW SP
BETWEEN THE TOP OF THE
10—STORAGE RACK AREA NOT
STORAGE rum DETM S FNLK0.Isi[r ,n
NOM KOTIS DESIGN
WEST. NnDL. MM. WI STs
RACK DESIGN AND ENGINEERING
112 WEST BROADWAY, SUM I=04, OLENDLLI, CA 1120l
Design Maps Summary Report http://geohazards.usgs.gov/designmaps/us/summaryphp?template--min...
usGs Design Maps Summary Report
User -Specified Input
Report Title 1165 ANDOVER PARK WEST, TUKWILA, WA 98188
Fri January 10, 2014 02:27:27 UTC
Building Code Reference Document 2012 International Building Code
(which utilizes USGS hazard data available in 2008)
Site Coordinates 47.43825°N, 122.25513°W
Site Soil Classification Site Class D - "Stiff Soil"
Risk Category I/II/III
USGS-Provided Output
Ss = 1.426 g
S1= 0.532g
SMs = 1.426 g
SM1 = 0.798 g
Sos = 0.951 g
SD1 = 0.532 g
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.
MCER Response Spectrum Design Response Spectrum
0.00 0.20 0.40 0.60 0.80 1.00 1.20 1.40 1.60 1.80 2.00 0.00 0.20 0.40 0.60 0.90 1.00 1.20 1.40 1.60 1.80 2.00
Period. T (sec) Period, T (sec)
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.
PERMIT COORD COPY
PLAN REVIEW/ROUTING SLIP
PERMIT NUMBER: D14-0034 DATE: 01/14/14
PROJECT NAME: KOTIS DESIGN
SITE ADDRESS: 1165 ANDOVER PK W
X Original Plan Submittal Revision # before Permit Issued
Response to Correction Letter # Revision # after Permit Issued
DEPARTMENTS:
Prr i--J Qn't1
Building Division
Public Works
❑
Fire Prevention
Structural
s
Planning Division
Permit Coordinator
PRELIMINARY REVIEW:
Not Applicable ❑
(no approval/review required)
DATE: 01/16/14
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: 02/13/14
Notation:
REVIEWER'S INITIALS:
DATE:
Permit Center Use Only
CORRECTION LETTER MAILED:
Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials:
12/18/2013
NORTH WEST HANDLING SYS I"`;
Page 1 of 2
05 Washington State Department of
Labor & Industries
NORTH WEST HANDLING SYS INC
Owner or tradesperson
FRANCK, JAMES JEROME
Principals
FRANCK, JAMES JEROME
CLARK KOSTY
KEVIN THOMAS
Doing business as
NORTH WEST HANDLING SYS INC
WA UBI No.
600 051 641
1100 SW 7TH ST
RENTON, WA98055-2939
425-255-0500
KING, County
Business type
Corporation
Governing persons
CLARKRKOSTY
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.
NORTHWH275JF
Effective — expiration
04/06/1973 —10/09/2015
Bond
TRAVS
Bond account no.
81S103354822BCM
Received by L&I
10/09/2001
Insurance
Travelers Indemnity Co of Ame
Policy no.
6302C242044TIA13
Received by L&1
10/03/2013
Savings
No savings accounts during the previous 6 year period.
$12,000.00
Effective date
10/01/2001
$1, 000, 000.00
Effective date
10/01/2013
Expiration date
10/01/2014
https://secure.lni.wa.gov/verify/Detail.aspx?UBI=600051641 &LIC=NORTHWH275JF&SAW= 01/24/2014
42'-10"
129' 43'-4"
42' —10"
48X144
48X144
48X144
48X144
48X144
48X144
48X144
48X144
48X144
48X144
12'
J
TUNNEL
BAYS
4 4
48X144
48X144
48X144
48X144
48X144
48X
48X144
48X144
48X144
4 4
48X144
'48X144
48X144
48X144
48X144
4 4
48X144
48X144 3'I
48X144
—3' TYP.
le Jr 4' TYP
EXIT
EXIT
PLAN
3,_8„
-6-
3' - 8„
3'-10"
3'-10"
3'-10"
3'-8„
AREA FOR PENT
(ALL OTHERS EXISTING)
44X144
44X144
PLAN VIEW
NORTH SCALE: 3/32" = 1'-0"
EXIT
1
J
3'
46'-10"
SEPARATE PERMIT
REQUIRED FOR:
Mechanical
Electrical
Plumbing
Gas Piping
(.3.iy of Tukwila
DIVISION
PLAN
NORTH
SITE MAP
REVISIONS
No changes shall be made to the scope
of work without prior approval of
Tukwila Building Division.
f. 0 : ` fn,, ::ion3 will require a new plan submittal
rJ may in.:,'ude additional plan review fees.
REVIEWED FOR
BOOB COMPLIANCE
APPROVED
JAN 2 3 2014
City of T ila
BUILDING D ISION
FILE COPY
Permit No. V`A
Plan review approval is subject to errors and omissions.
Ap ro , of construction documents does not authorize
thk v,o!ation of any adopted code or ordinance. Receipt
of approved Field Copy and conditions is acknowledged:
By
Date:
,7aY7(y
City Of TUkwiia
BUILDING DIVISION
t'+-Oo 3'/
RECEIVED
CITY OF TUKWILA
JAN 1 4 2014
PERMIT CENTER
(2)-1 /2"0 ANCHOR BOLTS PER BASE PLATE
3 1/4" EMB., (SEE NOTE NO. 4)
BASE PLATE DETAIL
FRONT VIEW
SIDE VIEW
SEC. A —A
t=3/16"
7/16"0 RIVET
ASTM A576-90B
HOT-L.WROUGHT UNS
G10100 GRACE C-1010
4 PIN CONNECTION
REVIEWED FOR
CODE COMPLIANCE
APPROVED
JAN 2 3 2014
City of Tukwila
BUILDING DIVISION
GENERAL CONFIGURATION
NOTES;
1—DESIGN OF STEEL STORAGE RACKS AS SHOWN BY THESE DRAWINGS
AND CALCULATIONS ARE IN COMPLIANCE WITH THE REQUIREMENTS
OF THE INTERNATIONAL BUILDING CODE 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 #01464 (E70XX ELECTRODES)
4—ALL ANCHORS HILTI KWIK BOLT—TZ ESR-1917
SPECIAL INSPECTION IS REQUIRED
5—CONCRETE SLAB 6" THICK 2500 PSI. SOIL BEARING CAPACITY 1000 PSF
6—STORAGE RACK CAPACITY: 3500 #/ LEVEL
7—RACK INSTALLATIONS SHALL DISPLAY IN ONE OR MORE CONSPICUOUS LOCATIONS
A PERMANENT SIGN OF 50 SQUARE INCHES IN AREA, SHOWING THE CAPACITY
OF THE RACK (3500 #/ LEVEL)
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
EXPIRES 12-26-15
RECEIVED
CITY OF TUKWILA
JAN 1 4 2014
PERMIT CENTER
412 WEST BROADWAY SUITE 04 GLENDALE CA. 91204
SCALE: NONE DRAWN BY: AV/
DATE: 12-30-13
PROJECT: KOTIS DESIGN
1165 ANDOVER PARK WEST, BLDG. B, TUKW LA, WA 98188
STORAGE RACK DETAILS
IMIMMIEMNRIMMINNIIMMENNONOMMIIMIO
JOB NO.
RD-17145
SHEET NO.