HomeMy WebLinkAboutPermit D12-071 - RED DOT - PALLET RACKINGRED DOT
495 ANDOVER PK E
EXPIRED
10-01-12
D12-071
City oil/Tukwila
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.: 2623049094
Address: 495 ANDOVER PK E TUKW
Suite No:
Project Name: RED DOT
DEVELOPMENT PERMIT
Permit Number: D12 -071
Issue Date: 03/22/2012
Permit Expires On: 09/18/2012
Owner:
Name: HIGHLAND PARK PROPERTIES L
Address: 495 ANDOVER PARK BLVD E , TUKWILA WA 98188
Contact Person:
Name: MIKE SORENSON
Address: 1100 SW 7 ST , RENTON WA 98057
Contractor:
Name: NORTH WEST HANDLING SYSTEMS INC
Address: 1100 S.W. 7TH STEET , RENTON, WA 98055
Contractor License No: NORTHWH275JF
Lender:
Name:
Address:
Phone: 206 818 -4488
Phone: 206 255 -0500
Expiration Date: 10/09/2013
DESCRIPTION OF WORK:
INSTALLATION OF NEW AND USED PALLET RACKING.
Value of Construction: $0.00
Type of Fire Protection: SPRINKLERS
Type of Construction:
Electrical Service Provided by: PUGET SOUND ENERGY
Fees Collected: $338.46
International Building Code Edition: 2009
Occupancy per IBC:
* *continued on next page **
doc: IBC -7/10
D12 -071 Printed: 03 -22 -2012
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:
Sewer Main Extension:
Storm Drainage:
Street Use:
Water Main Extension:
Water Meter:
Permit Center Authorized Signature:
I hereby certify that I have read and
governing this work will be compile
N
N
N
Number: 0 Size (Inches): 0
Start Time:
Volumes: Cut 0 c.y.
End Time:
Fill 0 c.y.
Start Time: End Time:
Private:
Profit: N
Private:
Date:
Public:
Non - Profit: N
Public:
ned this permit and know the same to be true and correct. All provisions of law and ordinances
whether specified herein or not.
The granting of this permit does not pre
construction or the performance of work.
to this permit.
Signature:
Print Name:
e to give authority to violate or cancel the provisions of any other state or local laws regulating
I am authorized to sign and obtain this development permit and agree to the conditions attached
fp
ortkui 0#--1
Date:
This permit shall become null and void if the work is not commenced within 180 days from the date of issuance, or if the work is suspended
or abandoned for a period of 180 days from the last inspection.
PERMIT CONDITIONS:
I: ** *BUILDING DEPARTMENT CONDITIONS * **
2: No changes shall be made to the approved plans unless approved by the design professional in responsible charge and the
Building Official.
3: All permits, inspection records, and approved plans shall be at the job site and available to the inspectors prior to
start of any construction. These documents shall be maintained and made available until final inspection approval is
granted.
4: 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.
doc: IBC -7/10
D12 -071 Printed: 03 -22 -2012
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: VALIDITY OF PERMIT: The issuance or granting of a permit shall not be construed to be a permit for, or an approval of,
any violation of any of the provisions of the building code or of any other ordinances of the City of Tukwila. Permits
presuming to give authority to violate or cancel the provisions of the code or other ordinances of the City of Tukwila
shall not be valid. The issuance of a permit based on construction documents and other data shall not prevent the
Building Official from requiring the correction of errors in the construction documents and other data.
8: ** *FIRE DEPARTMENT CONDITIONS * **
9: The attached set of building plans have been reviewed by the Fire Prevention Bureau and are acceptable with the
following concerns:
10: 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)
11: 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)
12: Flue spaces shall be provided in accordance with International Fire Code Table 2308.3. Required flue spaces shall be
maintained.
13: 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)
14: Maintain fire extinguisher coverage throughout.
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 #2051)
16: 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 #2051) (IFC
104.2)
17: Contact The Tukwila Fire Prevention Bureau to witness all required inspections and tests. (City Ordinances #2050 and
#2051)
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.
doc: IBC -7/10
D12 -071 Printed: 03 -22 -2012
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.
Project No.
Date Application Accepted:
Date Application Expires:
(For office use only)
Dki_-
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: q —1 - A n 4OVQ -r Pk 6-,
King Co Assessor's Tax No:
Suite Number: "'
Tenant Name: TZ2.4 Dot CO r p U r-4.
PROPERTY OWNER
Name:
7(/1 I o revtSer.
Name:_ 3 7 t
1�//l u
/`
r,pul`�c� 0r1
Address:
' -0 . i. ox 5
(�
7o
City: Sew we.
State: t,A Zip:gggg
CONTACT PERSON — person receiving all project
communication
Name:
7(/1 I o revtSer.
Address: 0 0 O S. w. 7' S T
City: TD _ n ^ State: ( ^,,,f Zips Gis.7
Phone: X6_ g ,ig 7 jg$ Fax:40.5..??s, "61yUb
Email: mSo(`.2njo,s c r7144'1S. co FA
GENERAL CONTRACTOR INFORMATION
Company Name o i 1 i IQS f l L ,diy (, r
Address: I/0 6 s-.0 f. 7 °"�`' s
City: .2Amei State:,14 Zip fez- 7
Phone: itgS kcc 090 Fax: It .-5-; .n-8- 6cf %
Contr Reg No.NQgr ,N)75- j-F Exp Date: / ( *(3
Tukwila Business License No.: • 0 s -. � soli 7
099
H:\Applications'Forms- Applications On Line \2011 Applications\Permit Application Revised 8- 9- 11.docz
Revised: August 2011
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New Tenant:
- ¶Y L
Floor: l -
❑ Yeso
': RCHITECT OF RECORD
.
Co ny Name:
Company Name: R L q d< p2� _ ,
�V
/ -t-
Architect Na
•
Address: y /,?" w �ro
is
Address:
City: /'/ yt d
State:
!j-`►
cp y
City:
Fax
e:
Zip:
Phone:
Fax:
E - • .
ENGINEER OF RECORD
Name:
Company Name: R L q d< p2� _ ,
�V
/ -t-
Engineer Name:
064 k-7
Address: y /,?" w �ro
is
5J_ /
�7Ziip:v
City: /'/ yt d
State:
!j-`►
cp y
Phone :��g 0 i e/O
Fax
/g,'f. •. 3813
Email:
L DER/BOND ISSUED (required for projects $5,000 or
greater 19.27.095)
Name:
Address:
City:
State:
Page 1 of 4
•
BUILDING PERMIT INFORMATION — 206 - 431 -3670
Valuation of Project (contractor's bid price): $ 5, / a-O
Describe the scope of work (please provide detailed information): In S !zt //q
rtt t,kt y , 102 X-ee c4.1(-464; n ae
�t i oleJC
Existing Building Valuation: $ / y�
/ /)QN d ?rd' !/d/--��/,4/1.,�//
//WA" i,y , 4 S f/ - n.S '7�r— lOCkhc1J-
Will there be new rack storage? Ikr Yes .. No if yes, a separate permit and plan submittal will be required.
Provide All Building Areas in Square Footage Below
11
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 Ltd No If "yes ", explain:
FIRE PROTECTION /HAZARDOUS MATERIALS:
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 I I " 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:Wpplications\Forms- Applications On Line\20I 1 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
lu Floor
Py3,004
I oz,o
2"d Floor
l
I
3`' Floor
1__11__11
_
Floors thru
___w___
•
MI
Basement
Y
,
Accesso ry Structure*
Attached Garage
Detached Garage
r
Attached Carport
Detached Carport
Covered Deck
q
Uncovered Deck
11
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 Ltd No If "yes ", explain:
FIRE PROTECTION /HAZARDOUS MATERIALS:
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 I I " 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:Wpplications\Forms- Applications On Line\20I 1 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 AUT
Signature:
GENT:
Print Name:
//CL ....." f'ls. G''1
Mailing Address: I10.O .5 'It/ 7 S_T_ - a\ 77�
HhApplications \Forms - Applications On Line \2011 Applications\Permit Application Revised - 8- 9- 11 -.docx
Revised: August 2011
bh
Date: a'/g8 /9-'n
Day Telephone: oo6" O f ' weo
- 9805
City
State Zip
Page 4 of 4
City of Tukwila
Department of Community 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.: 2623049094
Address: 495 ANDOVER PK E TUKW
Suite No:
Applicant: RED DOT
RECEIPT
Permit Number: 1)12-071
Status: APPROVED
Applied Date: 03/05/2012
Issue Date:
Receipt No.: R12 -01116
Payment Amount: $206.90
Initials: JEM Payment Date: 03/22/2012 12:37 PM
User ID: 1165 Balance: $0.00
Payee: MICHAEL J SORENSON
TRANSACTION LIST:
Type Method Descriptio Amount
Payment Credit Crd VISA
Authorization No. 013715
ACCOUNT ITEM LIST:
Description
206.90
Account Code Current Pmts
BUILDING - NONRES
STATE BUILDING SURCHARGE
000.322.100 202.40
640.237.114 4.50
Total: $206.90
doc: Receiot -06 Printed: 03 -22 -2012
III
CCity of Tukwila
Department of Community 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.: 2623049094
Address: 495 ANDOVER PK E TUKW
Suite No:
Applicant: RED DOT
RECEIPT
•
Permit Number: D12-071
Status: PENDING
Applied Date: 03/05/2012
Issue Date:
Receipt No.: R12 -00908
Initials: JEM
User ID: 1165
Payment Amount: $131.56
Payment Date: 03/05/2012 02:51 PM
Balance: $206.90
Payee: MICHAEL J SORENSON
TRANSACTION LIST:
Type Method
Descriptio
Amount
Payment Credit Crd VISA
Authorization No. 065117
ACCOUNT ITEM LIST:
Description
131.56
Account Code Current Pmts
PLAN CHECK - NONRES
000.345.830 131.56
Total: $131.56
doc: Receipt -06 Printed: 03 -05 -2012
INSPECTION RECORD
Retain a copy with perm'
INSPECTION
O.
CI Y OF TUKWILA BUILDING DIV
6300 Southcenter Blvd., #100, Tukwila. WA 98188
Permit Inspection Request Line (206) 431 -2451
Projgo:
KEEN -DOT'
Type of Inspection:
p, ills( I t 16,
/1
Address; 5 A lh avf J E.
Date called:
Special Instructions:
Date Wanted:,
',`/�J
-� ..—(1
p.m.
Requester:
Phone No:
❑ Approved per applicable codes.
ElCorrections required prior to approval.
COMMENTS:
p.r ' pr \ A (6J4
-??
OIL ` x00 Ski (kr LLT1-rro
p,ki 1P 2-71-.
vock
P !�
Date:
4A-
r7 REINSPECTION FEE)EQUIRED. Prior 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
PERMIT NUMBERS
CITY OF TUKWILA FIRE DEPARTMENT
444 Andover Park East, Tukwila, Wa. 98188 206- 575 =4407
Project: Re) L jt--.
Type nspeytion:
Address: q y'S' A-p E
Suite #:
C tact Pers n:
19zi (�
Special Instructions:
Phone No.:
Ap ved per applicable codes.
Corrections required prior to approval.
COMMENTS:
Needs Shift In spection:
Sprinklers:
Fire Alarm:
Hood & Duct:
Monitor:
Pre -Fire:
Permits:
Occupancy Type:.
Inspector:
S—
Date: ympZ =-
Hrs.:
t
$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:
1 Company Name:
Address:
City:
State:
Zip:
Word /Inspection Record Form.Doc
6/11/10
T.F.D. Form F.P. 113
•
•
NORTHWEST
H A N D L I N G S Y S T E M S , I N C.
The Material Handling Experts
SITE ADDRESS:
TENANT NAME:
DATE:
APPLICANT:
1100 SW 7th St
Renton, WA 98055
(425) 255 -0500 ph
(425) 228 -6946 fax
RACK INFORMATION SUPPLEMENT
495 Andover Pk E.
Red Dot Corporation
February 28, 2012
Mike Sorenson / (206) 818 -4488
1. Load application and rack configuration drawings attached.
2. Att h d t
REVIEWED FOR
CODE COMPLIANCE
APPROVED
MAR 14 2012
BUILDING Tukwila
DIVISION
ace pans detail the rack locations, dimensions, and specifications.
detail the building configuration.
3. Stamped engineering calculations attached.
4. 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.
5. Commodities stored: Metal components for manufacture of radiators. Stored in cardboard
boxes on wood pallets on wire mesh rack decks. Any shrink wrapping is band only.
6. Sprinkler System Information: .39 GPM / 5600 square feet. Sprinkler head temperature:
165 degrees.
7. Smoke and heat vents in place in building,
8. Building egress and exits indicated on attached drawings.
D12
RE(;tivt TUK�M
CITY OF LA
MAR 0 5 2012
P Ur T R
BY G. OHANIAN
DATE .2 -16 -12
SUBJECT
RAdK DEOIc4N & ENOINEERINC1 do.
412 WEST BROADWAY, SUITE #204
dLENDALE, OA. 91204
TEL:(818)240 -3810 FAX:(818)240 -3813
SHEET NO, 1
JOB NO. RD -15912
STRUCTURAL CALCULATIONS OF STORAGE
RACKS FOR:
RED DOT CORPORATION
495 ANDOVER PARK EAST
PLANT #1, BLDG. 745
TUKWILA, CA. 98188
PER IBC 2009 EDITION
SECTION 2208
STORAGE RACKS CAPACITY:
3500 # / LEVEL AT TYPE "A"
2500 # / LEVEL AT TYPE "B"
CALCS. 1 THRU 7
DRAWINGS: RD -15912
r
EXPIRES 12 -26 -13
REVIEWED FOR
CODE COMPLIANCE
APPROVED
MAR 14 2012
City of Tukwila
BUILDING DIVISION
D
PrLE COPY
REGtvt
CITY OF TiUILA
MAR 05 012
ERMIT
BY G. OHANIAN
DATE 2-16-12
SUBJECT
RACK DEOI(N & ENfINEERIN(4 CO.
412 WEST BROADWAY, SUITE #204
dLENDALE, dA. 91204
TEL:(818)240 -3810 FAX:(818)240 -3813
SHEET NO. 2
JOB NO.. RD -15912
0
108"
TYPE "A"
BEAM
SEISMIC DESIGN
_
Sox'
V- Rx 1 .4 xW
SIDE VIEW
LOAD PER BEAM + 25% IMPACT LOAD
(3.5 Kx.88) +(1.8 Kx.25) = 3_5- 1.8 K
Ix =2.19
2 BEAMS
Sx =.93 M= 8 2 = 24 "K
S R= .72<.93
4
0 384.1 ..)x L =.45 "< 180 = .60"
x E
Fy = 55 KSI.
IBC 2009 (SEC. 2208), RMI SPECS.
ASCE 7 -05 (SEC. 15.5.3)
S oS =0.94 (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 - 3x3.5 K -5.2 K
2 coL.
P= .2 DL+ (5.2 Kx0.75) =4.1 K
W =.2DL+ (5.2PLx0.67)= 3.7 K
L= K
ONGIT. '42
V = .62K
TRANS.
Conterminous 48 States
2009 International Building Code
Latitude = 47.4506
Longitude = - 122.2518
Spectral Response Accelerations SMs and SM1
SMs = Fa x Ss and SM1 = Fv x Si
Site Class D - Fa = 1.0 ,Fv = 1.518
Period So
(sec) (g)
0.2 1.410 (SMs, Site Class D)
1.0 0.732 (SM1, Site Class 0)
Conterminous 48 States
2009 International Building Code
Latitude = 47.4506
Longitude = - 122.2518
Design Spectral Response Accelerations SDs
and SD1
SDs = 2/3 x SMs and SD1 = 2/3 x SM1
Site Class D - Fa = 1.0 ,Fv = 1.518
Period So
(sec) (g)
0.2 0.940 (SDs, Site Class 0)
1.0 0.488 (SD1, Site Class D)
LONGIT. SEISMIC
0
.42 K
21K
14K 5.0-K
07 K 8.3-K
5.0 -K
8.3 -K
9.9 "K
9.9"K 3.3 "K
0
BY G. OHANIAN
DATE. 2 -16 -12
SUBJECT
RACK DEOICN & EN(4INEERIN(t CO.
412 WET BROADWAY, gUITE #204
LENDALE, dA. 91204
TEL:(818)240 -3810 FAX:(818)240 -3813
SHEET NO. 3
JOB NO.. RD -15912
COLUMN ANALYSIS
M
x-
COMBINED STRESS RATIO
Pex= (KE.I2 = 48.0
ax =1 -Pex = .84
F Y =55 KSI
Ae =.78
Ix =1.19
Se =.8
rx =1.2
ry =1.1
Qc =1.8
Ob =1.67
Cmx =.85
BASE PLATE
ANCH. TENSION = 0
ANCHOR SHEAR = .21 K
KL= 50x1.7 =71
rx 1.2
KL= 52
ry = 7
Mn =Se .Fy =44
12c.P + f2b.Cmx.M = .64<1
Pn M,.ax
(2)-1/2"0 ANCHORS PER BASE PL., 3 1/4" EMB.
HILTI KWIK BOLT -TZ ESR -1917
SPECIAL INSPECTION IS REQUIRED
MOMENT AT BEAM CONNECTION
2
Fe =�KL E2= 58
r
2
Fn= Fy(.658 -c ) =37 KSI
Pn= Fn .Ae = 29 K
4.1 K
�c= JFy /Fe = 0.97
Xe <1.5
7 3/4 "x5 "x3/8"
BASE PLATE
.5x.09x 1x65 =2.9 K BEARING CAPACITY
OF COL. HOLE 8.3 •K
7/16 "0 RIVET
A =.1 Fy =79KSI
Pa = .1x79x.4= 3K
Ma = (2.9 Kx4 ") +(1.5 Kx2 ") = 14.6 "K 3 PIN CONN.
CONN.
MEND= .01XW12= 1.9 "K
M - 9.1 "K M = 11.0"K
SEISMIC TOTAL
9.1'
9.9 -K
9.1 'K
By G. OHANIAN
DATE .2 -16 -12
SUBJECT
RAdK DEOI(IN Sc EN(INEERINd do.
412 WET BROADWAY, SUITE #204
LENDALE, dA. 91204
TEL:(818)240 -3810 FAX:(818)240 -3813
SHEET NO. 4
. RD -15912
JOB NO.
OVERTURNING
MOT =.62 '&2 COL. x 170 "x0.66 =139 "K
MR = 4.1 Kx42 "= 172 "K
NO UPLIFT
LOAD TO DIAGONAL
P = .62 Kx2 x 56 = 1.7 K
COL. 42
F Y -
55 KSI
Ae=.26
rx =.48
Q =.74
L= 56"
Pp= 2.7K
CHECK WELDS
P, = 11 .01 L) L.t. Fu = 5.36 K
S� = 2.55
-I-= 2.1 K X2 = 4.2K
SIDES
CHECK SLAB
4100 =4 1 °'
1000 •
V 590 =24"
.62 K
4.1x144=590 °"
M= (1 ) 2 x1000x 2 x12 = 1500 "#
S= 12x62 = 72
6
1500 = 21 <1.6 J 2500 =80
72
42"
.6
0
N
TOP LEVEL LOADING
�� W= 0.2„c+1.8 LL-
-2.0K LOAD PER COL.
°
I)
V= .33
MOT = .33Kx2 x150 =99 "K
COL.
MR = 2.0 Kx42" = 82 "K
UPLIFT = 994 -82 "K = .40
2"
BOTH SIDES TYP
\ xF X
t1 =.07"
4100 #
6" CONCRETE SLAB
2500 PSI. CONC.
1000 PSF. SOIL
BY G. OHANIAN
DATE .2 -16 -12
SUBJECT
RAdK DEOI(N & ENdINEERIN(t do.
412 WET BROADWAY, QUITE #204
LENDALE, dA. 91204
TEL:(818)240 -3810 FAX:(818)240 -3813
SHEET NO. 5
JOB NO.. RD -15912
102"
0
0
BEAM
TYPE "B"
Ix =1.63
Sx =.77
F Y= 55 KSI.
42" 1 42"
SIDE VIEW
LOAD PER BEAM + 25% IMPACT LOAD
(2.5 Kx.88) +(1.2 Kx.25) = 2.5= 1.3
2 BEAMS
z
M= =16.K
S R= .49<.77
A 384.1 5xwt4
E =.36 "< 180 = • 57"
x
LOAD PER COL. = 3x2.5 K =3.8 K
2 coy.
P =.2DL+ (3.8Kx0.75) =3.0K
W =.2DC+ (3.8Kx0.67)= 2.7 K
L= .30 K
ONGIT.
V = .46 K
TRANS.
42"
LONGIT. SEISMIC
.30 K
0
BY G. OHANIAN
DATE .2 -16 -12
SUBJECT
RAdK DENI(N & ENGIINEERINGI do.
412 WET BROADWAY, QUITE #204
LENDALE, dA. 91204
TEL:(818)240 -3810 FAX:(818)240 -3813
SHEET NO 6
JOB NO. RD -15912
COLUMN ANALYSIS
2°
x
F Y= 55 KSI
Ae =.62
I x =.86
-x Se =.6
rx = 1.2
ry =0.8
COMBINED STRESS RATIO
Pex= (KL)Z =35.0 Qc =1.8
Qb =1.67
ax =1 Pex - .84
Cmx =.85
BASE PLATE
ANCH. TENSION = 0
ANCHOR SHEAR = .15 K
KL= 50x1.7 =71
rx 1.2
KrL 44. -52
ry - - 0.8
Mn =Se .F= 31
Occ.P + i2 .Cmax.M = .63 <1
Pn n
(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.07x 1x65 =2.3 K BEARING CAPACITY
OF COL. HOLE
3 PRONG CONN.
SHEAR CAPACITY OF THE PRONG
.18 "x.5 "x369.4 =1.3 K
Ma = (1.3Kx6 ") +(.7Kx3 ") =10 "K
CONN.
MEND =.O1xWI2= 1.3 K
M = 6.7 "K M = 8.0 "K
SEISMIC TOTAL
Fe= K� E2 = 58 X = "N/Fy /Fe = 0.97
(r�
2
F0= Fy(.658 Xc ) =37 KSI Xc<1.5
Pn= Fn .Ae = 23.16
3.0K
7"x5"x3/8"
BASE PLATE
6.7 •"
6.7'K
BY G. OHANIAN
2 -16 -12
DATE.
SUBJECT
RAdK DENI(N & EN(INEERINd do.
412 WET BROADWAY, QUITE #204
LENDALE, dA. 91204
TEL:(818)240 -3810 FAX:(818)240 -3813
SHEET NO. 7
JOB NO.. RD -15912
OVERTURNING 3.0K 3.0K
Ir\x;' 1
MOT =.46i&2 x 170 "x0.66 =103"K I,' `.1
COL.
MR = 3.0 Kx36 108"K .40 46K
NO UPLIFT /
36"
LOAD TO DIAGONAL
P= .46Kx2 x52 =1.1K
COL. 42
F Y =55 KSI
Ae =.26
rx =.48
Q =.74
L= 52"
Pa = 3.8 K
CHECK WELDS
Pn= (1_ .01L)L.t.Fu = 5.36K
0= 2..55
= 2.1K x2 . 4.2K
SIDES
0
0
TOP LEVEL LOADING
W= 0.&L +1.L =1.5K LOAD PER COL.
V= .24 K
MOT= .24Kx2 x150 =73"K
COL.
MR = 1.5 Kx36" = 54..K
UPLIFT = 73 "K -54 "K = .52 K
36"
BOTH SIDES TYP.
21/4"
:N�n
t =.07"
1/8 X1.5"
TYP
1
09 -04 -2012
MIKE SORENSON
1100SW7ST
RENTON WA 98057
Caty fTukwila
•
Jim Haggerton, Mayor
Department of Community Development Jack Pace, Director
RE: Permit No. D12 -071
RED DOT
495 ANDOVER PK E TUKW
Dear Permit Holder:
In reviewing our current records, the above noted permit has not received a fmal inspection by the City of Tukwila Building
Division. Per the International Building Code, International Mechanical Code, Uniform Plumbing Code and/or the National
Electric Code, every permit issued by the Building Division under the provisions of these codes shall expire by limitation and
become null and void if the building or work authorized by such permit has not begun within 180 days from the issuance date
of such permit, or if the building or work authorized by such permit is suspended or abandoned at any time after the work has
begun for a period of 180 days. Your permit will expire on 10/01/2012.
Based on the above, you are hereby advised to:
1) Call the City of Tukwila Inspection Request Line at 206 - 431 -2451 to schedule for the next or fmal inspection.
Each inspection creates a new 180 day period, provided the inspection shows progress.
-or-
Submit a written request for permit extension to the Permit Center at least seven (7) days before it is due to
expire. Address your extension request to the Building Official and state your reason(s) for the need to extend
your permit.
The Building Code does allow the Building Official to approve one extension of up to 180 days. If it is determined that your
extension request is granted, you will be notified by mail.
In the event you do not call for an inspection and/or receive an extension prior to 10/01/2012, your permit will become null
and void and any further work on the project will require a new permit and associated fees.
Thank you for your cooperation in this matter.
Sincerely,
Bill Rambo
Permit Technician
File: Permit File No. D12 -071
6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone 206-431 -3670 • Fax 206 -431 -3665
•PERMIT COORD COP,
PLAN REVIEW /ROUTING SLIP
ACTIVITY NUMBER: D12 -01 I DATE: 03/05/12
PROJECT NAME: RED DOT CORPORATION
SITE ADDRESS: 495 ANDOVER PK E
X Original Plan Submittal Response to Incomplete Letter #
Response to Correction Letter #
Revision # after Permit Issued
DEPARTMENTS:
wilding Division
Public Works
I.1
Fire Prevention
Structural
Planning Division
❑ Permit Coordinator ❑
DETERMINATION OF COMPLETENESS: (Tues., Thurs.)
Complete
ix]
DUE DATE: 03/06/12
Incomplete n Not Applicable ❑
Comments:
Permit Center Use Only
INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED:
Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials:
TUES /THURS ROUTING:
Please Route Structural Review Required n No further Review Required n
REVIEWER'S INITIALS: DATE:
APPROVALS OR CORRECTIONS:
Approved
Notation:
REVIEWER'S INITIALS:
Approved with Conditions
DUE DATE: 04/03/12
Not Approved (attach comments)
DATE:
Permit Center Use Only
CORRECTION LETTER MAILED:
Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials:
Documents /routing slip.doc
02/29/12
Contractors or Tradespeople Pter 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 NORTH WEST HANDLING SYS INC UBI No. 600051641
Phone 4252550500 Status Active
Address 1100 Sw 7Th St License No. NORTHWH275JF
Suite /Apt. License Type Construction Contractor
City Renton Effective Date 4/6/1973
State WA Expiration Date 10/9/2013
Zip 980552939 Suspend Date
County King Specialty 1 General
Business Type Corporation Specialty 2 Unused
Parent Company
Business Owner Information
Name
Role
Effective Date
Expiration Date
FRANCK, JAMES JEROME
President
01/01/1980
Amount
KOSTY, CLARK RANDOLPH
Treasurer
01/01/1980
4015483385
THOMAS, KEVIN A
10/01/2012
01/01/1980
09/28/2011
Bond Information
Page 1 of 1
Bond
Bond Company Name
Bond Account Number
Effective Date
Expiration Date
Cancel Date
Impaired Date
Bond Amount
Received Date
6
TRAVS
81S103354822BCM
10/01/2001
Until Cancelled
$12,000.00
10/09/2001
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
Colley Forge Ins
4015483385
10/01/2011
10/01/2012
$1,000,000.00
09/27/2011
30
NS IONALFIRE
ADV4015483385
10/01/2010
10/01/2011
$1,000,000.0009
/20/2010
29
ACE AMERICAN
INS CO
PMDG24651605002
10/01/2008
10/01/2010
$1,000,000.0009
/30/2009
28
ACE AMERICAN
INS CO
PMDG23858769
10/01/2007
10/01/2008
$1,000,000.00
09/28/2007
27
ACE AMERICAN
INSURANCE
COMPANY
PMDG22904279
11/01/2006
11/01/2007
$1,000,000.0010
/27/2006
26
BURLINGTON
INS CO
HGL0011190
11/01/2005
11/01/2006
$1,000,000.0011
/04/2005
Summons /Complaint Information No unsatisfied complaints on file within prior 6 year period
Warrant Information No unsatisfied warrants on file within prior 6 year period
https://fortress.wa.gov/lni/bbip/Print.aspx
03/22/2012
SHEET NUMBER
1 36X102 36X102 1 36X102 J 36X102 I
EXIT EXIT
EXIT
( n
EXIT
M
1 36X102 j 36X102 1 36X102 ' 36X102
X102 1 36X102 8 36X102 ' 36X102 I
X102 36X102 1 36X102 1 36X102 I
1 1X1 02
36X102 1 36X102 1 36X102 I
1 36X102 1 36X102 36X102 1 36X102 1 36X102 ' 36X102 36X102 1 36X102 1 36X102 1 36X102
1 36X102 , 36X102 ' 36X102 1 36X102 1 36X102 9
1 36X102 ' 36X102 1 36X102 , 36X102 1 36X102 1
36X102 36X102 36X102 ' 36X102 36X102
9 36X102 36X102 1 36X102 1 36X102 1 36X102 9
36X102
36X102
36X102 ' 36X102
36X102 ' 36X102
36X102 1 36X102
1 36X102 ' 36X102 1 36X102 1 36X102 1 36X102 1 36X102 I
1 36X102 ' 36X102 1 36X102 1 36X102 1 36X102 1 36X102 I
1 36X102 , 36X102 , 36X102 1 36X102 1 36X102
36X102 I
36X10
36X102 1 36X102 1301 '2 1 36X102
36X102 1 36X1024146X102 1 36X102
1 36X102
1 36X102
36X1 36X102 ' 36X102
36X102
36X102
36X102
36X102 1
1 36X102 , 36X102 ' 36X102 9 36X102 1 36X102 l 36X102 I
1 36X102 , 36X102 1 36X102 1 36X102 1 36X102 ' 36X102 l
1 36X102 1 36X102 1 36X102 1 36X102 1 36X102 36X102
1 36X102 1 36X102 1 36X102 0 36X102 1 36X102 ' 36X102
36X102
36X102
36X102 h3;X102 1 36X102
0
e
0
4,6X102
36X102
36X102
36X102
36X102
1 36X102 1 36X102 1 36X102 S 36X102 1 36X102 1 36X102
1 36X102 1 36X102 1 36X102 1 36X102 l 36X102 1 36X102 I
36X102
11 36X102 .1 1
® ®® IP
AREAS FOR PERMIT
(ALL OTHER RACKS EXISTING)
RECEIVING
TRUCK
WELL
1 310=1 aonos 1 30102 1 301102 1 30001 1 3100 1
1 30001 136:001138%10113/11011310“01131X1021
J
EXIT
NORTH
�310o Iwo 1a10o1 auto 1
peon /sum awn J a10m 1
1 snm 131001 1sum 1 now 13utm 13utm I
1 sutra 1 30001 pain 1 mot 1 301102 1 3000: 1
I 30101 I aorta I =1001 13otm I awn I
I auto I auto: I "mot j now I a10m 1
13100213600213•111021=X10211311002131%1021
REVISIONS
No changes shall be made the scope
of work without prior approval
Tukwila Building Division.
NOTE: Revisions will t nees�al
and may notudeadd additional plan review fees.
PLAN VIEW - RACK AREA
SCALE: 1/16" = 1' -0"
OCT 0 12012
REVIEWED FOR
CODE COMPLIANCE
APPROVED
MAR 14 2012
ftaN
City o T kwila
BUILDIN IVISION
RECEIVING
TRUCK
WELL
V
EXIT
EXIT
NORTH
FILE COPY
Permit No.. ,
Ilan review approval is subject to errors and missions.
Approval of construction documents does not authorize
the violation of any adoptal code or ordinance. Receipt
of approved Fug . .. 1 ; IS acknowledged:
PLAN VIEW - FULL BUILDING
SCALE: 1/32" = 1' -0"
SEPARATE PERMIT
REQUIRED FOR
.$1 Meehan led
Et Electrical
Plumbing
1'Gas Piping
City of Tukwila
BUILDING DIVISION
SPECIAL INSPECTION FOR STORAGE RACKS
(OVER 8 FEET)
Periodic special inspection is required during the
anchorage of access floors and storage racks 8 feet
or greater in height in structures assigned to
Seismic Design Category D, E or F.
IBC 1707.5 and
TABLE 1704.4 (4) Inspection of anchors installed
in hardened concrete.
NORTH
SITE MAP
495 ANDOVER PK. E.
TUKWILA, WA 98188
RECI.IVtiJ
CITY OF TUKWILA
MAR 0 5 2012
PERMIT CENTER
DRAWING NUMBER
b7f
t =.07"
SEC. A —A
t=3/8"
(2)-1/2"0 ANCHOR BOLTS PER BASE PLATE
3 1/4" EMB., (SEE NOTE NO. 4)
7/16 "0 RIVET
ASTM A576 -90B
HOT— WROUGHT UNS
G10100 GRACE C -1010
BASE PLATE DETAIL
BRACING DETAIL
ROW SPACER
REVIEWED FOR
CODE COMPLIANCE
APPROVED
MAR 14 2012
BOTH SIDES TYP.
STS �P
800 3 01
City of Tukwila
BUILDING DIVISION
(2) -1/2 "0 ANCHOR BOLTS PER BASE PLATE
3 1/4" EMB., (SEE NOTE NO. 4)
BASE PLATE DETAIL
x
N
O
R
0
O
LO
BRACING DETAIL
BEAM CONNECTION
108"
r
INV
1,
III
IP
Co
N
b
N
1)
_
N
\
\
42" 42"
w
6
N
n
42"
f
a;S
R
N
O)
0
t()
R
0
LO
102"
If
V
11
42" 42"
36" 36"
42"
36"
6
6
ROW SPACER
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 2009 EDITION, SECTION 2208
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 #00777 (E70XX ELECTRODES)
4 —ALL ANCHORS HILT! 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 AT TYPE "A"
2500 #/ 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 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
EXPI °' IUD
6
OCT 0:12012
R
CITY OF Tutatlyt
K1MLA
MAR 0 5 2012
PERMIT CENTER
RACK DESIGN AND ENGINEERING
412 WEST BROADWAY, SUITE #204, GLENDALE, CA. 91204
SCALE: NONE
DATE: 2 -16 -12
DRAWN BY:..4SJJ
PROJECT: RED DOT CORPORATION
495 ANDOVER PARK EAST, PLANT #1/BLDG. 745, TUKWILA, WA. 98188
JOB NO. SHEET NO.
RD -15912 1 OF 1
SIDE VIEW
!!
SIDE VIEW
EXPIRES 12 -26 -13
STORAGE RACK DETAILS