HomeMy WebLinkAboutPermit D11-398 - CONTINENTAL WESTERN - STORAGE RACKSCONTINENTAL WESTERN
1232 ANDOVER PK W
D11 -398
City ATukwila
•
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.: 3523049074
Address: 1232 ANDOVER PK W TUKW
Suite No:
Project Name: CONTINENTAL WESTERN
DEVELOPMENT PERMIT
Permit Number: D11 -398
Issue Date: 01/04/2012
Permit Expires On: 07/02/2012
Owner:
Name: KMBR LLC B % CASCADE CONTAI
Address: 1232 ANDOVER PARK W , TUKWILA WA 98188
Contact Person:
Name: ERIC CRUMP
Address: 3925 9 AV S , SEATTLE WA 98108
Contractor:
Name: CEDAR RECYCLING INC
Address: 411 W VALLEY HWY S , PACIFIC WA 98047
Contractor License No: CEDARRI981CM
Phone: 206 - 399 -1094
Phone: 253 804 -0404
Expiration Date: 02/18/2012
DESCRIPTION OF WORK:
INSTALL 151 BAYS OF PALLET RACK PER PLANS
Value of Construction: $0.00 Fees Collected: $1,092.10
Type of Fire Protection: SPRINKLERS International Building Code Edition: 2009
Type of Construction: Occupancy per IBC: 0024
Electrical Service Provided by: PUGET SOUND ENERGY
* *continued on next page **
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D11 -398 Printed: 01 -04 -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 e
governing this work will be complied
N
N
N
Number: 0
Start Time:
Volumes: Cut 0 c.y.
Size (Inches): 0
End Time:
Fill 0 c.y.
Start Time: End Time:
Private:
Profit: N
Private:
Public:
Non - Profit: N
Public:
Date: 6 b-{`%
d this permit and know the same to be true and correct. All provisions of law and ordinances
hether specified herein or not.
The granting of this permit does not pres
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
Date: L l <<
pvULJaS
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:
1: ** *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
D11 -398 Printed: 01 -04 -2012
6: All construction shall be done in conforgliFe with the approved plans and the require s of the International
Building Code or International Residential e, International Mechanical Code, Washin tate Energy Code.
7: All electrical work shall be inspected and approved under a separate permit issued by the City of Tukwila Building
Department (206- 431 - 3670).
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 CONDTITONS * **
10: The attached set of building plans have been reviewed by the Fire Prevention Bureau and are acceptable with the
following concerns:
11: 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 sprinlder
at the 15 foot elevation of the column, (c) ceiling sprinkler density minimums as determined by the Tukwila Fire
Prevention Bureau. (NFPA 13)
12: Storage shall be maintained 2 feet or more below the ceiling in nonsprinldered areas of buildings or a minimum of 18
inches below sprinlder head deflectors in sprinklered areas of buildings. (IFC 315.2.1)
13: Flue spaces shall be provided in accordance with International Fire Code Table 2308.3. Required flue spaces shall be
maintained.
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: The total number of fire extinguishers required for an extra hazard occupancy with Class A fire hazards is calculated
at one extinguisher for each 1,000 sq. ft. of area. The extinguisher(s) should be of the "all purpose" (4A 40 B:C) dry
chemical type. The travel distance to any extinguisher must be 75' or less. (IFC 906.3) (NFPA 10, 3 -2.1)
16: 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)
17: 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)
18: 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)
19: 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)
20: Egress doors shall be readily openable from the egress side without the use of a key or special knowledge or effort.
(IFC 1008.1.8.3 subsection 2.2)
21: Dead bolts are not allowed on auxiliary exit doors unless the dead bolt is automatically retracted when the door handle
is engaged from inside the tenant space. (IFC Chapter 10)
22: Door handles, pulls, latches, locks and other operating devices on doors required to be accessible by Chapter 11 of the
International Building Code shall not require tight grasping, tight pinching or twisting of the wrist to operate. (IFC
1008.1.8.1)
23: Exit hardware and marking shall meet the requirements of the International Fire Code. (IFC Chapter 10)
doc: IBC -7/10
D11-398 Printed: 01 -04 -2012
24: Exits and exit access doors shall be marry an approved exit sign readily visible fro direction of egress
travel. Access to exits shall be marked by rea y visible exit signs in cases where the exit or t e path of egress
travel is not immediately visible to the occupants. Exit sign placement shall be such that no point in an exit access
corridor is more than 100 feet (30,480 mm) or the listed viewing distance for the sign, whichever is less, from the
nearest visible exit sign. (IFC 1011.1)
25: Every exit sign and directional exit sign shall have plainly legible letters not less than 6 inches (152 mm) high with
the principal strokes of the letters not less than 0.75 inch (19.1 mm) wide. The word "EXIT" shall have letters having
a width not less than 2 inches (51 mm) wide except the letter "I ", and the minimum spacing between letters shall not be
less than 0.375 inch (9.5 mm). Signs larger than the minimum established in section 1011.5.1 of the International Fire
Code shall have letter widths, strokes and spacing in proportion to their height. The word "EXIT" shall be in high
contrast with the background and shall be clearly discernible when the exit sign illumination means is or is not
energized. If an arrow is provided as part of the exit sign, the construction shall be such that the arrow direction
cannot be readily changed. (IFC 1011.5.1)
26: Exit signs shall be illuminated at all times. To ensure continued illumination for a duration of not less than 90
minutes in case of primary power loss, the sign illumination means shall be connected to an emergency power system
provided from storage batteries, unit equipment or on -site generator. (IFC 1006.1, 1006.2, 1006.3)
27: Aisles leading to required exits shall be provided from all portions of the building and the required width of the
aisles shall be unobstructed. (IFC 1013.4)
28: Emergency lighting facilities shall be arranged to provide initial illumination that is at least an average of 1
foot -candle (11 lux) and a minimum at any point of 0.1 foot -candle (1 lux) measured along the path of egress at floor
level. Illumination levels shall be permitted to decline to 0.6 foot- candle (6 lux) average and a minimum at any point
of 0.06 foot -candle (0.6 lux) at the end of the emergency lighting time duration. A maximum -to- minimum illumination
uniformity ratio of 40 to 1 shall not be exceeded. (IFC 1006.4)
29: 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)
30: 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)
31: Contact The Tukwila Fire Prevention Bureau to witness all required inspections and tests. (City Ordinances #2050 and
#2051)
32: Any overlooked hazardous condition and /or violation of the adopted Fire or Building Codes does not imply approval of
such condition or violation.
33: 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
D11 -398 Printed: 01 -04 -2012
CITY OF TUKWIL,A
Community Development Department
Public Works Department
Permit Center
6300 Southcenter Blvd, Suite 100
Tukwila, WA 98188
http: / /www.Tukwi Ia W A.gov
Building Permit No. b ,— �� U
Project No.
Date Application Accepted: 1),...114-41
Date Application Expires: Ur- u- 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
King Co Assessor's Tax No.:
Site Address: 1 Z3 A-doo,t #L P4` tJ Suite Number: Floor:
Tenant Name: CD/%1 4 /46,14.44, L WeS, td ") New Tenant: ❑ Yes ❑ ..No
PROPERTY OWNER
Name: Eizi c colt) k‘A pl
1
Name: /J' `` $'' A/Q,rJt� t.4LS L.K0
Address: it. 3 Z
- f (Ai
City: To �-„tA\t
State:�,. � Zipim I se,
CONTACT PERSON - person receiving all project
communication
Name: Eizi c colt) k‘A pl
Address: 123 L A,460 ,/t/ PIL- k)
city: --v'c - _ 1'4 IA State: ON Zip g 13 6
Phone:2oL, -391../04/ Fax: t do_ 6sa.'6Jo5
Emai nUNAp T cues 4.e44.40 • czb.A .
l e.
GENERAL CONTRACTOR INFORMATION
Company Name: (- 6O1/AR— (Leal at
Address: t..-I i ' tj j iw - F'4� 1 S.0
N
City: me) I(30,4,0(401/ 'I' ` State: (4,p r. Zip: 1 g 041
Phone:+�5 3' Fax.�3_ 90'1_4)1 o e, .
Contr RegNo.:CepARR 1991 Cly Date: zl /g 401c
, ,�
Tukwila Business License No.: O O,9 �Ady\
HAApp0®tions\Fomn- Application On Liak2011 ApplicationsTesmrt Application Revived - 8-9 -1 l.docx
Revised: August 2011
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ARCHITECT OF RECORD
Company Name: Qo„ L 0tokl ij
Engineer Name: /a;' ' O f pkki
Company Name:
City: / '
0A ( L State: Zip: q I Jog
Phone: 5) e _ at. f o 3 $1 o Fax: 816 .D40_3913
Architect Name:
Address:
City:
State:
Zip:
Phone:
Fax:
Email:
ENGINEER OF RECORD
Company Name: Qo„ L 0tokl ij
Engineer Name: /a;' ' O f pkki
Address: 9 1 � 604304 w� c'4
1
City: / '
0A ( L State: Zip: q I Jog
Phone: 5) e _ at. f o 3 $1 o Fax: 816 .D40_3913
Email: 3O ZAC -6 ® LIP-I0 O . CO MA .
LENDER/BOND ISSUED (required for projects $5,000 or
greater per RCW 1927.095)
Name:
Address:
City: State: Zip:
t (06
Page 1 of 4
BUILDING PERMIT INFORMATIOIQ— 206 -431 -3670
Valuation of Project (contractor's bid price): $ 1) 5� •• 00
Z Existing Building Valuation: $
Describe the scope of work (please provide detailed information):
v s 4-04, % is -1 t3 trq y S 6 F p tit - (2-44-c l< f -e-o-- el '04-"IS
Will there be new rack storage? Di5....Yes D.. 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:
Will there be a change in use? ❑ Yes ❑ No If "yes ", explain:
Handicap:
FIRE PROTECTION/HAZARDOUS MATERIALS:
txt Sprinklers ❑ Automatic Fire Alarm ❑ None ❑ Other (specify)
Will there be storage or use of flammable, combustible or hazardous materials in the building? ❑ Yes 17.1 No
If `yes', attach list of materials and storage locations on a separate 8-1/2" x 11 " paper including quantities and Material Sal ty / • to 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:Wpplicatbro\Forms-Applications On Line12011 Applications \Pamd Application Revised - 8-9-1 I.doac
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
1' Floor
3 q, 5- 7(0
F4 - 1„)
A-iLe_.4- o "S€..
--
2- Floor
3`l 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:
Will there be a change in use? ❑ Yes ❑ No If "yes ", explain:
Handicap:
FIRE PROTECTION/HAZARDOUS MATERIALS:
txt Sprinklers ❑ Automatic Fire Alarm ❑ None ❑ Other (specify)
Will there be storage or use of flammable, combustible or hazardous materials in the building? ❑ Yes 17.1 No
If `yes', attach list of materials and storage locations on a separate 8-1/2" x 11 " paper including quantities and Material Sal ty / • to 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:Wpplicatbro\Forms-Applications On Line12011 Applications \Pamd Application Revised - 8-9-1 I.doac
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 1 AM AUTHORIZED TO APPLY FOR THIS PERMIT.
BUILDING OWNER ORIZED AGENT:
Signature:
Print Name: K-- Day Telephone:
Mailing Address: / 23 -2-. d cA,e,t 44 /4 Lvc� 1
H' ApplicationsWortes- Applications On Line \20I1 Applications\Permit Application Revised - 8-9-1 l.docx
Revised: August 2011
bh
Date: %L —/ % /!
I (/ law 1 C. ,q- (4 4-- k 1 %d'
City State Zip
Page 4 of 4
Parcel No.:
Address:
Suite No:
Applicant:
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.Tukwila WA .gov
3523049074
1232 ANDOVER PK W TUKW
CONTINENTAL WESTERN
RECEIPT
Permit Number:
Status:
Applied Date:
Issue Date:
D11 -398
ISSUED
12/14/2011
01/04/2012
Receipt No.: R12 -01837
Initials:
User ID:
Payee:
JEM
1165
Payment Amount: $378.00
Payment Date: 06/11/2012 01:24 PM
Balance: $0.00
CONTINENTIAL WESTERN CORP
TRANSACTION LIST:
Type Method Descriptio
Amount
Payment Credit Crd VISA
Authorization No. 02539C
ACCOUNT ITEM LIST:
Description
378.00
Account Code
Current Pmts
BUILDING INVESTIGATION
000.322.800
Total: $378.00
378.00
doc: Receiot -06
Printed: 06 -11 -2012
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.: 3523049074
Address: 1232 ANDOVER PK W TUICW
Suite No:
Applicant: CONTINENTAL WESTERN
RECEIPT
Permit Number: D11 -398
Status: PENDING
Applied Date: 12/14/2011
Issue Date:
Receipt No.: R11 -02729
Initials:
User ID:
Payee:
WER
1655
Payment Amount: $1,092.10
Payment Date: 12/14/2011 02:30 PM
Balance: $0.00
ERIC CRUMP
TRANSACTION LIST:
Type Method Descriptio Amount
Payment Credit Crd VISA
Authorization No. 02590D
ACCOUNT ITEM LIST:
Description
1,092.10
Account Code Current Pmts
BUILDING - NONRES
PLAN CHECK - NONRES
STATE BUILDING SURCHARGE
000.322.100
000.345.830
640.237.114
Total: $1,092.10
659.15
428.45
4.50
doc: Receiot -06 Printed: 12 -14 -2011
Sta
INSPECTION RECORD
Retain a copy with permit
INSPECTION NO. PERMIT NO.
CITY OF TUKWILA BUILDING DIVISION
6300 Southcenter Blvd., #100, Tukwila. WA 98188 yam. (206) 431 -367
Permit Inspection Request Line (206) 431 -2451
Project:
(70fi1/7 A/F,47,A1 4.1C15-7,0
Type of Inspection:
e,J 7n/4/
Address:
/4.11..1..x... . ,9 P cJ
Date Called:
Special Instructions:
Date Wanted:.
C.• — / 8-
/Z...
a.m:
p.m.
Requester:
ccsiq le
Phone No: ,
%
NApproved per applicable codes. Corrections required prior to approval.
COMMENTS:
d 'r n.l it f /J r,' /C 7V/" AJ 1 /
specto •
C.c.e _
Date
/Ls- /2
R . SPECTION FEE RE¢UIRED. Prior td next inspection, fee must be
aid at 6300 Southcented Blvd., Suite 100. Call to schedule reinspection.
3
INSPECTION RECORD
Retain a copy with permit
INSPECTION NO. PERMIT NO.
CITY OF TUKWILA BUILDING DIVISION
6300 Southcenter Blvd., #100, Tukwila. WA 98188 .., (206) 431 -3670
Permit Inspection Request Line (206) 431 -2451
I)//-38
Project:
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Type of Inspection: •
.1-7fIeANv('9 LT6 HMV
Address:
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Date Called:
Special Instructions:
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Date Wanted:
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Requester:
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Phone No:
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proved per applicable codes. El Corrections required prior to approval.
COMMENTS:
�a
r-74, .vDP5
SPECTION FEE REQ RED. Prior o next inspection. fee must be
id at 6300 Southcenter : vd.. Suite 00. Call to schedule reinspection.
INSPECTION RECORD
Retain a copy with permit
INSPECTION NO. PERMIT NO.
CITY OF' TUKWILA BUILDING DIVISION
~-6300 Southcenter Blvd., #100, Tukwila. WA 98188 , (206) 431 -3670
Permit''lnspection Request Line (206) 431 -2451
Project:
/740,4/71.4 0:4/7,41/ et., ‘5,- 8/t,./
Type of Inspection: ' `
„..-rDr60G441145/ L iCe9 IA/'
Address:
RAEN4.4'02 Pie tom.
Date Called:
,
Special Instructions:
.
Date Wanted:.elm
/_5./2
--
Requester:
Phone No:
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Approved per applicable codes. D Corrections required prior to approval.
COMMENTS:
•
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i 'l/S/arn71 i 9'"t/
.(1)
t9 ii-- //1 & /6 d)/ 7 .S /!
4.7-,Z,4,75
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6
REI SPECTION FEE REQUIRED. Prio to next inspection. fee must be
'd at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection.
2—
INSPECTION RECORD
Retain a copy with permit
INSPECTION NO. PERMIT NO.
CITY OF TUKWILA BUILDING DIVISION
6300 Southcenter Blvd., #100, Tukwila. WA 98188 U. (206) 431 -3670
Permit Inspection Request Line (206) 431 -2451
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Project:
'7,4,nili„/, rA/ /4/ i)P57-
Type of Inspection:
(- i'49 // /A/ C
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Address:
% 2 3z .gao4/4-4 IA/
Da a Called:
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Special Instructions:
•
Date Wanted:.
r2 - /`/-
/?
6;7'
p.m.
Requester:
Phone No:
Approved per applicable codes.
ElCorrections required prior to approval.
COMMENTS:
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Date:
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E SPECTION FEE REQ IRED. Prior' o next inspection, fee must be
id at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection.
INSPECTION RECORD
I— Retain a copy with permit
INSPECTION NO.
Ott- 31g
PERMIT NO.
CITY OF TUKWILA BUILDING DIVISION
6300 Southcenter Blvd., #100, Tukwila. WA 98188 IQ- (206) 431 -3670
Permit Inspection Request Line (206) 431 -2451
P ect: _.,...Type
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o Inspection; •
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Special Instructions:
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Date Wanted:. I
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Requester:
Phone No:
EJApproved per applicable codes. 1 Corrections required prior to approval. Q
COMMENTS: ,--) '
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Ins'necto
IDate: 1 h
❑ �t INSPECTION FEE REQUIRED. Prior to next inspection. fee must be
paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection.
3
INSPECTION NUMBER
INSPECTION RECORD
Retain a copy with permit
p1� — 3q&
PERMIT NUMBERS
CITY OF TUKWILA FIRE DEPARTMENT
444 Andover Park East, Tukwila, Wa. 98188 206 -575 -4407
Project: c04{1'n *e r-k( t.,lcs1f., C .p .
•
Type of Inspection:
A' „c E- /
Address: ' 21 z
Suite #:
r°w .
Contact Person:
Special Instructions:
Permits:
Phone No.:
Approved per applicable codes.
Corrections required prior to approval.
COMMENTS:
0 »ii ZTc a1 5 ss,� � r'
Needs Shift Inspection:
Sprinklers:
Fire Alarm:
Hood & Duct:
Monitor:
Pre -Fire:
Permits:
Occupancy Type:
Inspector: �
% 6-73
Date:
,C J i yf / z,_
Hrs.:
/
,12 $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: 1 Zip:
Word /Inspection Record Form.Doc
6/11/10
T.F.D. Form F.P. 113
•
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4:
•
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s?`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:
'
Ty Re of Ins ection:
I
Fire Alarm:
Address: , 3 , _
Suite #:
e- Pu.J
r_
Contact!? rson :
EQ ► L '
Monitor: (,J Pc A lAQ r,-...
Special Instructions:
;"
Phone No.:
�6 _, 359 Jolt/
1.01 Eck (a)
Approved per applicable codes.
Corrections required prior to approval.
COMMENTS:
'
''sprinklers: .
Fire Alarm:
�` _
RA-6)4S =a s e k ,
Monitor: (,J Pc A lAQ r,-...
sP --,,t).),1_ .--0--
Pre -Fire:
• -
1.01 Eck (a)
Occupancy Type:
a. el^^erep,, 4'4 1445 N e M
I
5 P c,,-) ot--(- c
_
F1 e "1 'N NT
,,r
Needs Shift Inspection:
Date: Z,_ I LI _ / t
''sprinklers: .
Fire Alarm:
�` _
Hood & DJct:
Monitor: (,J Pc A lAQ r,-...
Pre -Fire:
• -
Permits:
Occupancy Type:
Inspector: /44„ Sa
Date: Z,_ I LI _ / t
Hrs.:
$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
•
2
INSPECTION NUMBER
INSPECTION RECORD
Retain a copy with permit
17 // - 378
PERMIT NUMBERS
CITY OF TUKWILA FIRE DEPARTMENT
444 Andover Park East, Tukwila, Wa. 98188 206- 575 -4407
•
Project: c04+.-1 c 4 4-w) wg. afie'4 .
Type of Inspection:
'AL.� F��! Ca,f4:,-.1
Address: 1232 A p4..)
Suite #:
Contact Person:
Special Instructions:
Phone No.:
Approved per applicable codes.
Corrections required prior to approval.
•
COMMENTS: -4P)%.'
A/ i,-04 t-, -10, 1 /-"(704-- /?mace s (3 ) Cii- silp:
Overt v..� . se is PO Acy '`) i "`j
5
K)U4..,
.
3 D > z . S_
10'4' /.t.i
3.5— - /`/
Occupancy Type:
Needs Shift Inspection:
Sprinklers:
Fire Alarm:
Hood & Duct:
Monitor:
Pre -Fire:
Permits:
Occupancy Type:
Inspector:
/-27) 53
Date:
z,J 31)2.....
Hrs.:
/
$100.00 REINSPECTION FEE REQUIRED. You will receive an invoice from
tih,//
e City of Tukwila Finance Department. CaII 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
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Field Report
Report #: 53596
A A.R
;Testin.,: g ;Lab, oj r a; tory nyc 7 #128180th1`AvelN Pa i80, Suite C101, Redmond WA 98052:
Phoe1428x5892 Fx 425 8815441
Client: Rusty Rack Guys
411 W. Valley Hwy. S.
Pacific, WA 98047 -1302
Contact:
Project Number: 12 -135
Permit #: D11 -398
Project Name: Continental Western
Address: 1232 Andover Park W.
Inspection Performed: Proprietary Anchors
Date: 2/10/2012
Time:
Temperature:
Verged anchors to be Simpson Strong Bolt 1/2" x 4 1/4" wedge type. Verified hole cleanliness
and minimum embedment of 3 1/4". Torque was tested with calibrated wrench #132A and was
found meeting the 60 ft. /Ib. requirement. All work was found in conformance with approved plans,
manufacturer's recommendations, and ESR #1771. All remaining racking noted on sheet #1 was
inspected at this time.
Distribution:
Distribute Client ❑ Distribute Contractor
❑ Distribute Engineer ❑ Distribute Owner
Distribute Municipality ❑ Distribute Other
❑ Distribute Architect ❑ Distribute Other
Inspector: Chandler, Loren
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
i
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av
3
ist g%2
N
Field Report
Report #: 53894
Inc 71Z6c180thA e N E Park 1801St hell 10.15Redmottd; Wg98052,
RIVAIRtTettiriVeabOratoT37
r u� � �'� o 425 881 5441f.,
a.�w >�H�, k � Pfione 425 881 5812 Fax
Client: Rusty Rack Guys
411 W. Valley Hwy. S.
Pacific, WA 98047 -1302
Contact:
Project Number: 12 -135
Permit #: D11 -398
Project Name: Continental Western
Address: 1232 Andover Park W.
Inspection Performed: Proprietary Anchors
Date: 1/31/2012
Time:
Temperature:
Verified anchors to be Simpson Strong Bolt 1/2" x 4 1/2" wedge type. Verified hole cleanliness
and minimum embedment of 3 1/4". Torque was tested with calibrated wrench #132A and was
found meeting the 60ft. /Ib. requirement. All work was found in conformance with approved plans
and structural calculations, manufacturers recommendations, and ESR #1771.
Areas inspected include grids from sheet 1: 2.8 to 3 / D.05 to L.5 and 3.2 to 3.6 / D.05 to H.1.
Distribution:
Distribute Client ❑ Distribute Contractor
❑ Distribute Engineer ❑ Distribute Owner
Distribute Municipality ❑ Distribute Other
❑ Distribute Architect ❑ Distribute Other
Inspector: Chandler, Loren
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
1232 Andover Park West, Tukwila, WA - Google Maps
Google
FILE COPY
Permit No.
Page 1 of 25
RECEIVE -
DEC DEC 14 2011
- PERMIT CENTEF
X S{gaie'Park. r D
3;,j= 4` -- '-- t:1:1..i�.'SS'iL:i'tt1:3 ;',:,_� - � •c�
,r7y ' j Ul,Y j
http : / /maps.google.com/maps ?h1 =en &tab =wl
12/14/2011
,
BY G. OHANIAN
DATE. 12 -12 -11
SUBJECT
RAdK DEOIdN & ENfINEERINd do.
412 WEBT BROADWAY, OUITE #204
(LENDALE, OA. 91204
TEL:(818)240 -3810 FAX:(818)240 -3813
SHEET NO. 1
JOB NO.. RD -15816
STRUCTURAL CALCULATIONS OF STORAGE
RACKS FOR:
CONTINENTAL WESTERN
1232 ANDOVER PARK WEST
TUKWILA, CA. 98188
PER IBC 2009 EDITION
SECTION 2208
STORAGE RACKS CAPACITY:
2500 # / LEVEL AT TYPES "A" & "G"
1500 # / LEVEL AT TYPES "B" & "E"
CALCS. 1 THRU 6
DRAWINGS: RD -15816
EXPIRES 12-26-13
REVIEWED FOR
CODE COMPLIANCE
APPROVED
JAN 0 3 2012
City of Tukwila
BUILDING DIVISION
RECEIVED
DEC 14 2011
PERMIT CENTER
BY G. OHANIAN
DATE. 12 -12 -11
SUBJECT
RACK DEfilIdN Sc EN(INEERIN(4 CO.
412 WEBT BROADWAY, QUITE #204
cLENDALE, dA. 91204
TEL:(818)240 -3810 FAX:(818)240 -3813
SHEET NO, 2
JOB NO.. RD -15816
144" LONG BEAM
Ix =2.66
Sx =1.27
F Y= 55 KSI.
LOAD PER BEAM + 25% IMPACT LOAD
(2.5Kx.88) +(1.2Kx.25) = 2.5- 1.3K
2 BEAMS
M= 8Z =23 "K
SR= .71 <1.04
4
384.1E =.64 "< 180 =.80"
x E
108" LONG BEAM LOAD PER BEAM + 25% IMPACT LOAD
(2.5 Kx.88) +(1.2 Kx.25) = 2.5= 1.3 K
2 BEAMS
SEISMIC DESIGN
_ $DS XI
V- Rx 1 .4
Ix =1.95
Sx =1.04
F Y= 55 KSI.
M= 82 =17 "K
SR= .51 <1.04
384.1 L E =.36 "< 180 =.60"
x
xW IBC 2009 (SEC. 2208), RMI SPECS.
ASCE 7 -05 (SEC. 15.5.3)
S 05 =0.93 (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. - 3x2.5 K =3.8 K
2 COL.
P =.2DL+ (3.8Kx0.75) =3.0K
W =.2DL+ (3.8PLx0.67)= 2.7 K
V = .30 K
LONGIT.
V = .45K
TRANS.
TYPE "G"
LOAD PER COL. - 2x2.5 K =2.5 K
2 COL.
P= .2 DL-f- (2.5 Kx0.75) =2.1 K
W =.2DL+ (2.5P0O.67)= 1.9 K
V = .21 K
LONGIT.
V = .31 K
TRANS.
Conterminous 48 States
2009 International Building Code
Latitude = 47.4425
Longitude = - 122.25449999999998
Spectral Response Accelerations SMs and SM1
SMs = Fa x Ss and SM1 = Fv x S1
Site Class D - Fa = 1.0 ,Fv = 1.523
Period So
(sec) (g)
0.2 1.397 (SMs, Site Class D)
1.0 0.727 (SM1, Site Class 0)
Conterminous 48 States
2009 International Building Code
Latitude = 47.4425
Longitude = - 122.25449999999998
Design Spectral Response Accelerations SDs
and SDI
SDs = 2/3 x SMs and SD1 = 2/3 x SMI
Site Class D - Fa = 1.0 ,Fv = 1.523
Period So
(sec) (g)
0.2 0.931 (SDs, Site Class D)
1.0 0.485 (SD1, Site Class D)
LONGIT. SEISMIC
15K 4.4"K
.30 K
8.4 "K
21 K
5.8 "K
BY G. OHANIAN
DATE. 12 -12 -11
SUBJECT
RAdK DEOI(4N & EN(4INEERIN(4 d0.
412 WET BROADWAY, SUITE #204
LENDALE, dA. 91204
TEL:(818)240 -3810 FAX:(818)240 -3813
SHEET NO. 3
JOB NO.. RD -15816
COLUMN ANALYSIS
,0
x-
3"
t =.070" Ij
M
COMBINED STRESS RATIO
Pex= (KE)I2 = 28.0
ax =1 -Pex =.81
Fy =55 KSI
Ae =.59
Ix =.95
Se =.6
rx =1.2
ry =1.1
Qc =1.8
Qb =1.67
Cmx =.85
KL= 58x11.2 .7 =82
rx
KL= =40
Y •
M„ =Se .Fy =35
Qc.P + Qb.Cmx.M = .71<1
Pn Mn.ax
2
Fe =7 KL \2 =43
r
2
F c =F y(.658 A c ) =32 KSI
Pn= Fn .Ae = 19 K
3.0K 8.4
BASE PLATE
ANCH. TENSION = 0 Q 8 "x5 "x3/8"
BASE PLATE
ANCHOR SHEAR = .15 K a. 10 01
(2) -1/2 "0 ANCHORS PER BASE PL., 3" EMB.
SIMPSON STRONG BOLT ESR -1917
SPECIAL INSPECTION IS REQUIRED
MOMENT AT BEAM CONNECTION
.5x.07x1 x65 =2.3 K BEARING CAPACITY
OF COL. HOLE 7.6
7/16 "0 RIVET
A =.1 Fy =79 KSI
Pa = .1x79x.4 = 3 K
Ma = (2.3Kx4 ") +(1.1 Kx2 ") = 11.4 "K 3 PIN CONN.
CONN.
M END - .01XWI2= 1.4.K
M - 8.0 "K M - 9.4 "K
SEISMIC TOTAL
8.0
A c = -\./Fy /Fe = 1.13
■c <1.5
8.0 'K
8.4 K
BY G. OHANIAN
DATE. 12 -12 -11
SUBJECT
RAdK DEOIC4N & ENdINEERINC do.
412 WET BROADWAY, flUITE #204
LENDALE, dA. 91204
TEL:(818)240 -3810 FAX:(818)240 -3813
SHEET NO 4
JOB NO RD- 15816
OVERTURNING
MOT =.45 Kx2 x202 "x0.66 =120"K
COL.
MR = 3.0 Kx42 "= 127-K
NO UPLIFT
LOAD TO DIAGONAL
P= .45Kx2 x52 =1.1 K
COL. 42
FY =55 KSI
Ae =.26
rx =.48
Q =.74
L= 52"
P° = 3.1 K
CHECK WELDS
P °= (1_.O1L)L.t.F„ = 5.36K
0= 2..55
= 2.1Kx2 =4.2K
SIDES
CHECK SLAB
3000 =2 0 °'
1500 •
288 =17"
.45K
2.0x144=288°''
.Ox 144 =288 °"
( 2 2
M= \ =2 ) x1500x x12 =390 "#
S= 12x62 = 72
6
390 = 5.4<1.6 -N/2000 =72
72
3.0 K 3.0K
Ix
V `I
.45K
0
N
O
m
42"
TOP LEVEL LOADING
W= 0.& +1.A1 =1.5K LOAD PER COL.
V= .24 K
M pT = .24 Kx2 x180 = 87 "K
COL.
MR = 1.5 Kx42" = 61-K
UPLIFT = 87 -61 = .62 K
42"
BOTH SIDES TYP.
1/8'1.5"
xx
t =.07"
3000#
6" CONCRETE SLAB
2000 PSI. CONC.
1500 PSF. SOIL
BY G. OHANIAN
DATE. 12 -12 -11
SUBJECT
RAdK DEO1(N & ENdINEERIN( CO.
412 WET BROADWAY, BUITE #204
OLENDALE, dA. 91204
TEL:(818)240 -3810 FAX:(818)240 -3813
SHEET NO. 5
JOB NO RD -15816
TYPES "B" & "E"
LOAD PER COL. — 2x1.5 K =1.5 K
2 COL.
P =.2 DL+ (1.5Kx0.75) =1.3K
W =.2DL+ (1.5kxO.67) = 1.2 K
L= 13 K
ONGIT.
V = .20K
TRANS.
COLUMN ANALYSIS
COMBINED STRESS RATIO
Pex= 7r2E.I) = 16
(KL)2
ax =1_ QcP = 85
Pex
F=55 KSI
A =.43
I x =.54
S, =.36
rx =1.1
ry =.63
Qc =1.8
Db =1.67
Cmx =.85
BASE PLATE
ANCH. TENSION = 0
ANCHOR SHEAR = .13 K
— 11 -89
x
KrL=
ry .6342 — —66
Mn =Se .Fy= 19
Qc.P +ilb.Cmx.M = 82 <1
Pn Mn.ax
(1) -1/2 "0 ANCHOR PER BASE PL., 3" EMB.
SIMPSON STRONG BOLT ESR -1917
SPECIAL INSPECTION IS REQUIRED
.13K
2
Fe= (KLj2 =36
fx
2
Fn =Fy (.658 Ac ) =29 KSI
Pn= Fr,.Ae = 13K
1 3 K
1
0
3 "x3 "x1/8"
BASE PLATE
Ac= N/Fy /Fe = 1.23
Ac <1.5
I i I
3"
BY G. OHANIAN
DATE. 12 -12 -11
SUBJECT
RACK DEOIGIN & EN(4INEERIN( CO.
412 WEPIT BROADWAY, BUITE #204
( LENDAIE, DA. 91204
TEL:(818)240 -3810 FAX:(818)240 -3813
SHEET NO. 6
JOB NO.. RD -15816
MOMENT AT BEAM CONNECTION
.5x.07x1 x65 =2.3 K BEARING CAPACITY
OF COL. HOLE
7/16 "0 RIVET
A =.1 Fy =79KSI
Pa = .1 x79x.4 = 3 K
Ma = (2.3Kx4 ") +(1.2Kx2 ") = 11.6"K 3 PIN CONN.
CONN.
MEND= • 01 xwI 2= .8 "K
M = 4.5 "K M -5.3 "K
SEISMIC TOTAL
OVERTURNING 1.3K 1.3K
MOT
= .20Kx2 x144 "x0.66 =38 "K Lx �
\J
COL.
MR = 1.3 Kx36 "= 46 "K 20K 20K
NO UPLIFT
LOAD TO DIAGONAL
P = .20Kx2 x45 =.5K
COL. 36
FY =55 KsI
Ae =.26
rx =.48
Q =.74
L= 45"
Po = 4.0 K
CHECK WELDS
p�= /1 .01 L) L.t.FU = 5.36 K
i1= 2.55
-= 2.1KX2 =4.2K
SIDES
0
36"
4.5 "K
4.5 "K
TOP LEVEL LOADING
W= 0.2 DL lL ' +.75 95K LOAD PER COL.
V= .15 K
MOT= .15Kx2 x120 =36 "K
COL.
MR = .95Kx36 "= 34 "K
UPLIFT = 36 -34 = .06 K
36"
BOTH SIDES TYP.
t =.07"
06- 11 -'12 08:50 FROM - publicworks /dcd 2064313665 T-471 P0001/0001 F -957
•
Jj%/ 7`i
OFF HOURS INSPECTION
Reimbursement authorization/approval to conduct inspection activities during off hours.
Date:
Requested By: t�Yc.t'G C- i2v�► -� j°
Permit Number: l' /1 - 3 i P
RECEIVED
Firm /Company: Lfi4L l i j'1/] L //tie &real -AL Cif P• CITY OF
112012,
Inspection information PERmrr cENT.F
Project Name: Cow -,-t k- I A L W cS r' �
t
Project Address /Location: 1 2-3 2- kL[ d J��- P��. I� uJ S Y
Requested Date for Inspection: `1 `'"� ov`s ` Requested Time: ^ A-e vt'i �� ' PM
Contact Name: E'Z t c - CA' Phone Number: '2-c)4 , -(2'z -3 -0 to
Special Conditions for Consideration: C CVtAWtJ c iJtc) -krV . CAVN
" Contractor will be charged a minimum for four (4) hour inspection time for
any off -hours inspection work at $94.50 per hour (minimum total of $378.00).
This is to be paid at the time of request.''*
tcln -mac_
The undersigned, as an authorized representative of the above firm, hereby agrees to reimburse the City for its
overtime inspections on the above referenced project. A separate invoice will be issued for all inspection time in
excess of (4) hours.
Signature:
Printed Name:
C-12--v (a
Approved: N
Date: (o -1
Disapproved: Remarks:
Date of Approval /Disapprov 6 IZ ZOIL
Authorized Reviewer:
RECEIVED 06- 11 -'12 13:12 FROM-
w; \Permit center\Templates \Forms \off Hours lospoctIon.docx
TO- publicworks /dcd P0001/0001
*ILA
,r
City of Tukwila
Jim Haggerton, Mayor
Department of Community Development Jack Pace, Director
190a
December 16, 2011
Eric Crump
1232 Andover Pk W
Tukwila, WA 98188
RE: Incomplete Letter #1
Development Permit Application D11 -398
Continental Western —1232 Andover Pk W
Dear Mr. Crump,
This letter is to inform you that your permit application received at the City of Tukwila Permit Center on
December 12, 2011 is determined to be incomplete. Before your application can continue the plan
review process the attached /following items from the following department(s) need(s) to be addressed:
Building Department: Allen Johannessen at 206 433 -7163 if you have questions concerning
the attached comments.
1. Please provide an egress plan showing travel distances for warehouse.
2. Identify emergency illumination at paths of travel.
Please address the comment above in an itemized format with applicable revised plans, specifications,
and/or other documentation. The City requires that four (4) sets of revised plans, specifications and/or
other documentation be resubmitted with the appropriate revision block.
In order to better expedite your resubmittal a `Revision Submittal Sheet' must accompany every
resubmittal. I have enclosed one for your convenience. Revisions must be made in person and will not
be accepted through the mail or by a messenger service.
If you have any questions, please contact me at the Permit Center at (206) 431 -3670.
Sincerely,
ifer Marshall
it Technician
En fosures
File: DI1 -398
W:\Permit Centeruncomplete Letters \2011 011-398 Incomplete Ltr ak 1. doc
6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax: 206 - 431 -3665
•
PE Y.
PLAN REVIEW /ROUTING SLIP
ACTIVITY NUMBER: D11 -398 DATE: 12 -22 -11
PROJECT NAME: CONTINENTAL WESTERN
SITE ADDRESS: 1231 ANDOVER PK W
Original Plan Submittal X Response to Incomplete Letter # 1
Response to Correction Letter #
Revision # After Permit Issued
DEEP�ART(M�IEINTS�
Bu "iltling- Div sion�J�
Public Works ❑
Fire Prevention
Structural
Planning Division
❑ Permit Coordinator
DETERMINATION OF COMPLETENESS: (Tues., Thurs.) DUE DATE: 12 -27 -11
Complete
Incomplete
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
REVIEWER'S INITIALS:
No further Review Required
DATE:
APPROVALS OR CORRECTIONS:
Approved l Approved with Conditions
Notation:
REVIEWER'S INITIALS:
DUE DATE: 01 -26-12
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
2 -28 -02
rya ��; r �� �_� ;Q� t d �r''y
PET �. y t Pi •
PLAN REVIEW /ROUTING SLIP
ACTIVITY NUMBER: D11 -398 DATE: 12 -14 -11
PROJECT NAME: CONTINENTAL WESTERN
SITE ADDRESS: 1232 ANDOVER PK W
X Original Plan Submittal Response to Incomplete Letter #
Response to Correction Letter #
Revision # After Permit Issued
DEP R��TnMO T�I' bI �G 2,11`11
B i g"'Dlvl to iF re Prevention Planning Division
Public Works
Structural
Permit Coordinator
DETERMINATION OF COMPLETENESS: (Tues., Thurs.) DUE DATE: 12-15-11
Complete
Incomplete
Ext
Not Applicable
Comments:
Permit Center Use Only
INCOMPLETE LETTER MAILED:
Departments determined incomplete: Bldg i:l Fire ❑ Ping ❑ PW ❑ Staff Initials:
LETTER OF COMPLETENESS MAILED:
TUES /THURS ROUTING:
Please Route ❑ Structural Review Required
REVIEWER'S INITIALS:
No further Review Required
DATE:
APPROVALS OR CORRECTIONS:
Approved n Approved with Conditions
Notation:
REVIEWER'S INITIALS: DATE:
DUE DATE: 01 -12 -12
Not Approved (attach comments) n
Permit Center Use Only
CORRECTION LETTER MAILED:
Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials:
Documents /routing slip.doc
2 -28 -02
• •
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.ci.tukwila.wa.us
Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through
the mail, fax, etc.
Date: (Z —
Plan Check/Permit Number: D11-398
® Response to Incomplete Letter # 1
❑ Response to Correction Letter #
❑ Revision # after Permit is Issued
❑ Revision requested by a City Building Inspector or Plans Examiner
Project Name::..: Continental Western
Project Address: 1231 Andover Pk W
Contact Person: 7.;_-_g_ i L C.-re_t/ 't Phone Number: '2—c' a ^ 3 I j lo 'j y
Summary of Revision: V / ') 617
CITVo TURMIA
Ip'222011
Sheet Number(s):
" Cloud" orhightight all areas of revision including date -of rev' siap
Received at the City of Tukwila Permit Center by:
-- Entered in Permits Plus on
lapplications\forms- applications on Iine\rcvision submittal
Created: 8 -13 -2004
Revised:
Contractors or Tradespeople litter Friendly Page
1
General /Specialty Contractor
A business registered as a construction contractor with LEI 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 CEDAR RECYCLING INC UBI No. 602084893
Phone 2538040404 Status Active
Address 411 W Valley Hwy S License No. CEDARRI981CM
Suite /Apt. License Type Construction Contractor
City Pacific Effective Date 2/14/2002
State WA Expiration Date 2/18/2012
Zip 98047 Suspend Date
County King Specialty 1 General
Business Type Corporation Specialty 2 Unused
Parent Company
ther Associated Licenses
License
Name
Type
Specialty
1
Specialty
2
Effective
Date
Expiration
Date
Status
VALLERI894L7
VALLEY
RECYCLING INC
Construction
Contractor
General
Unused
7/15/2011
7/15/2013
Active
Business Owner Information
Name
Role
Effective Date
Expiration Date
ECK, JERALD D
President
02/14/2002
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
1
RLI INSURANCE
COMPANY
SRS1002727
02/13/2002
Until Cancelled
$12,000.00
02/14/2002
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
7
James River Ins
000513410
12/31/2011
12/31 /2012
$1,000,000.00
01/04/2012
6
UNITED
NATIONAL INS
CO
cb10720839
12/31/2010
12/31/2011
$1,000,000.00
01 /04/2011
5
CAPITOL
SPECIALTY INS
CORP
BR00357658
12/31/2007
12/31/2010
$1,000,000.00
12/30/2009
4
FIRST
SPECIALTY INS
CORP
FCP229005444301
12/31/2006
12/31/2007
$1,000,000.00
10/23/2007
3
FIRST
SPECIALTY INS
CORP
FCP22900544430010/29/2005
12/31/2006
$1,000,000.00
10/23/2007
2
FIRST
SPECIALTY INS
CORP
FCP229005444300
10/29/2005
10/29/2008
$1,000,000.00
10/17/2007
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
01/04/2012
SEPARATE PERMIT
REQUIRED FOR:
tanlcal
dectdcatl
Plumbing
Gas Piping
LTukwila
BUIDNGIO
N
So
43'.11j"
43,•10X"
43' -Il •
36'
36' "
18'48
00
k
00
O
00
O
00
14,,4Y4.
12' -0" ROLLUP
00
to
tTt
12'-6"
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-0o
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A
MIN
MN
1
IN
12'.6"
10' -6 ROLLUPIO' -6" ROLLUP 10' -6" ROLLUP 10' -6" ROLLUP 10' -6" ROLLUP .10' -6" ROLLUP
REVISIONS
No changes shall'"made to the scope
of work witho t prior approval of
Tukwila Bu !ding Division.
NOTE: Revisions will r; quire a new plan submittr.1
and may include a . 4 itional plan review fees.
■
10' -0" ROLLUP
101 -0" ROLLUP
10' -0" ROLLUP
LEGEND
- HEAT VENT
- TUNNEL BAY
REVIEWED FOR
CODE COMPLIANCE
APPROVED
JAN 0 3 2012
City of
BUILDING
ila
ISION
FILE COPY
approval Permit No....12L,11.,—msb
Plan review Is subject to errors and carllaslons,
&)proval of construction documents does not authorize
the violation of any adored code or ordinance. Reset
of approved Field Cm cadtions lac nfwlfdgai T %
fei
1
City Of
BUILDING DIVISION
RECEIVED
DEC 14 2011
PERMIT CENTER
EXPIRES 12 -26 -13
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DATE:
12/6/2011
DRAWING NO:
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SHEET NO.
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BRACING CONNECTION DETAIL
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11
BOTH SIDES TYP.
BRACING CQNNECTION DETAIL
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L--T-11 1/2"
3".„-
BASE PLATE DETAIL
f
R1 /8" (1) WO ANCHOR BOLTS PER BASE PLATE
t --•1 �� -3/4" TYP. 3 EMB., (SEE NOTE NO. 4)
LM15
14GA ASTM A570 GR50
.375 R
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2" TYP.
AS NOTED
I1 /4" REF.
❑ ❑ ❑
RACK TYPE "A"
3 1/2" BEAM FACE
.531 SQUARE
LM20
14GA THK.
7/8" 1
31'
14GA ASTM A570 GR50
5/8" DIA.
2 HOLES
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I
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5"
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R1/8" BASE PLATE DETAIL
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3" EMB., (SEE NOTE NO. 4)
TYP.
RACK DETAILS
SCALE: NTS
12'
RACK TYPE "C"
4" BEAM FACE
MOM
SINGLE
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TYP.
AS NOTED
11
11
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"O SAFETY LOCK
(1000# CAPACITY)
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HOT - WROUGHT UNS
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BRACKET ASSY.
AS NOTED
Jt"
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2 3/4"
7/8"
1 1/2"
LBC40
I V,..J
o
TYP.
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3/8" THK
OR TOGA
1/8"
LBC35
--� I --1/2"
"
1/8'
2 3/4"
TYP.
7/8"
1 1/2"
1E1
4 1/4"
3"
FLOOR ANCHOR DETAIL
SEE NOTES FOR SPECS
1
RACK TYPE "B"
3 1/2" BEAM FACE
RACK ELEVATIONS
SCALE: 3 /8" = 1' -0"
IONS
3 1/2"
1/8"
TYP.
1/2 " -8
T
mamas., n
REVIEWED FOR
CODE COMPLIANCE
APPROVED
JAN 0 3 2012
City of Tukwila
BUILDING DIVISION
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 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 #777 (E70XX ELECTRODES).
4. ALL ANCHORS TO BE SIMPSON STRONG TIE WEDGE TYPE: WEDGE -ALL MDL#
WA50414 (ESR1396) OR STRONG -BOLT MDL# STB50414 (ESR- 1771), SPECIAL
INSPECTION IS REQUIRED.
5. CONCRETE SLAB 6" THICK 2,000 PSI. SOIL BEARING CAPACITY 1,500 PSF.
6. STORAGE RACK CAPACITY 2500 #/ LEVEL AT TYPES "A" & "G"
1500 #/ LEVEL AT TYPES "B" & "C"
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 %2" 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 .70 GPM OVER 2,500SQ FT.
( OVER PALLET RACK SYSTEM. )
2. SPRINKLER HEAD TEMPERATURE IS SET AT 265 °F.
3. PP ROPE, TWINE, STRAPPING, PACKING SUPPLIES STORED ON PALLETS;
NON - ENCAPSULATED
4. TOP OF STORED PRODUCT NOT TO EXCEED 20' -0 ".
5. APPROXIMATE CEILING HEIGHT 21' -9 ".
EXITING NOTES:
1. EXTERIOR DOORS ARE 3' SWING TYPE WITH LOCKING KNOB WHICH REQUIRES
NO SPECIAL KNOWLEDGE OR EFFORT TO OPEN.
7' -6" 1 �.- _3' -q' ►�1
1
0
1
_ L
RACK TYPE "E" SINGLE
4" BEAM FACE
RACK TYPE "G"
3 1/2" BEAM FACE
1
RECEIVED
DEC 14 2011
PERMITCENTER
EXPIRES 12 -26 -13
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SCALE:
AS SHOWN
DATE:
12/6/11
DRAWING NO:
CHECKED BY:
SHEET NO.
2
OF 2SHEETS
12 -0" ROLLUP
10' -6" ROLLUP10' -6" ROLLUP 10' -6" ROLLUP 10' -6" ROLLUP 10' -6" ROLLUP 10' -6" ROLLUP
EXIT
«�•aii EXIT
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■
TYP.
EIEGRESS PLAN
vJ
101 -0" ROLLUP
10' -0" ROLLUP
10' -0" ROLLUP
COMMON PATH OF EGRESS TRAVEL DOES NOT EXCEED 100' TO DECISION NODE.
LONGEST EXIT ACCESS TRAVEL DISTANCE (PER IBC 2009 TABLE 1016.1 FOR AN
S -1 OCCUPANCY WITH A SPRINKLER SYSTEM 250' ALLOWED): 222'
t►
NTS
SYMBOL LEGEND
SYMBOL
DESCRIPTION /SPEC
SYMBOL
DESCRIPTION /SPEC
EXISTING 1' X 8' FLUORESCENT
FIXTURE TO REMAIN.
LONGEST TRAVEL DISTANCE
EGRESS PATH
L
EXISTING 2' X 4' FLUORESCENT
FIXTURE TO REMAIN.
•
EGRESS PATH
EXISTING EXIT SIGN TO REMAIN.
COORDINATE WITH CODE
OFFICIAL.
SPRINKLER NOTES
1. IN AREA OF RACKING LAYOUT SPRINKLERS ARE BEING UPGRADED TO RAPID RESPONSE HEADS (5 MM
BULB WITH RTI OF LESS THAN 40).
2. IN REMAINING WAREHOUSE, WHERE THERE IS NO RACKING LAYOUT, EXISTING SPRINKLER IS 1/2*
SODERLINK HIGH TEMP HEADS.
KEYED SHEET NOTES
1O G.C. TO MODIFY EXISTING LIGHT FIXTURES WITH BATTERY BACK —UP SO THAT EMERGENCY EGRESS TRAVEL
ILLUMINATION LEVEL SHALL NOT BE LESS THAN ONE (1) FOOT CANDLE AT THE WALKING SURFACE.
2009 IBC MEANS OF EGRESS ILLUMINATION
1006.4 Performance of system. Emergency lighting
facilities shall be arranged to provide initial illumination that
is at least an average of 1 foot - candle and a minimum at
any point of 0.1 foot - candle measured along the path of
egress at floor level. Illumination levels shall be permitted to
decline to 0.6 foot - candle at the end of the emergency
lighting time duration. A maximum -to- minimum illumination
uniformity ration of 40 to 1 shall not be exceeded.
THESE OFFICES.
REVIEWED FOR
CODE COMPLIANCE
APPROVED
JAN 03 2012
City of Tukwila
BUILDING DIVISION
D<<-398
INCOMPLETE
RECEIVED
DEC 22 2011
PERMITCENTER
Tenant:
CONTINENTAL WESTERN
ANDOVER WEST BUILDING
1232 ANDOVER PARK WEST
TUKWILA, WA 98188
burgess design ( interiors ® architecture
1328 Fifth Avenue Suite 500. Seattle . WA 96101 TEL: 208.507.7126 FAX:206. 587.7122
All reproduction & intellectual property rights reserved c 2011
FURNITURE SHOWN FOR DESIGN INTENT ONLY.
ALL FURNITURE DESIGNED BY TENANT'S FURNITURE VENDOR.
Professional seal
802i'STERED
/ CHITECT
RA 'ALL ALAN MORGAN
STATE OF WASHINGTON
No. Issue Description
Date
TENANT REVIEW SET
12/01/11
PERMIT SET
FINISH PLAN ISSUANCE
ASI 1
12/02/11
12/08/11
12/13/11
Drawn by: LAH
Project No: 1 1.0206.00
Reviewed by: CS
EGRESS PLAN
21DEC11
Original drawing is 24" x 36 ". Scale entities accordingly if reduced
EP.1