HomeMy WebLinkAboutPermit D13-288 - NISSIN INTERNATIONAL TRANSPORT - TENANT IMPROVEMENTNISSIN INTERNATIONAL
TRANSPORT USA
18436 CASCADE AVE S
EXPIRED 03/31/14
D13-288
City oi4tukwila
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
DEVELOPMENT PERMIT
Parcel No.: 7888900030
Address: 18436 CASCADE AV S TUKW
Suite No:
Project Name: NISSIN INTERNATIONAL TRANSPORT USA
Permit Number: D13-288
Issue Date: 09/30/2013
Permit Expires On: 03/29/2014
Owner:
Name: EPROPERTY TAX INC DEPT 207
Address: PO BOX 4900 , SCOTTSDALE AZ 85261
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: SELF-FUNDED: NISSIN INTERNATIONAL TRANSPORT
Address:
Phone: 206 818-4488
Phone: 206 255-0500
Expiration Date: 10/09/2013
DESCRIPTION OF WORK:
CUT OUT PIT FOR DOCK LEVELER. SUPPLY AND INSTALL MECHANICAL DOCK LEVELER. SIZE: 6' X 8'.
Value of Construction: $4,500.00 Fees Collected: $315.20
Type of Fire Protection: SPRINLKERS International Building Code Edition: 2012
Type of Construction: Occupancy per IBC: 0025
Electrical Service Provided by: PUGET SOUND ENERGY
**continued on next page**
doc: IBC -7/10
D13-288 Printed: 09-30-2013
Public Works Activities:
Channelization / Striping: N
Curb Cut / Access / Sidewalk / CSS: N
Fire Loop Hydrant: N Number: 0 Size (Inches): 0
Flood Control Zone:
Hauling: N Start Time: End Time:
Land Altering: Volumes: Cut 0 c.y. Fill 0 c.y.
Landscape Irrigation:
Moving Oversize Load: Start Time: End Time:
Sanitary Side Sewer:
Sewer Main Extension: Private: Public:
Storm Drainage:
Street Use: Profit: N Non -Profit: N
Water Main Extension: Private: Public:
Water Meter: N
Permit Center Authorized Signature:
Date:
q-3Oi3
I hereby certify that I have read and examined this permit and know the same to be true and correct. All provisions of law and ordinances
governing this work will be complied with, whether specified herein or not.
The granting of this permit does not presume to give authority to violate or cancel the provisions of any other state or local laws regulating
construction or the performance of work. I am authorized to sign and obtain this development permit and agree to the conditions attached
to this permit.
Signature:
Print Name:
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: All construction shall be done in conformance with the approved plans and the requirements of the International
Building Code or International Residential Code, International Mechanical Code, Washington State Energy Code.
5: 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.
doc: IBC -7/10
D13-288 Printed: 09-30-2013
•
CITY OF TUKWILA
Community Development Department
Public Works Department
Permit Center
6300 Southcenter Blvd., Suite 100
Tukwila, WA 98188
http://www.TukwilaWA.gov
Building Permit No. V�'7
Project No,
Date Application Accepted.
Date Application Expires:
(For office use only)
CONSTRUCTION PERMIT APPLICATION
Applications and plans must be complete in order to be accepted for plan review.
Applications will not be accepted through the mail or by fax.
**Please Print**
SITE LOCATION
Site Address:
' 9 3( Gt$c& 12 I (c! S
King Co Assessor's Tax No.: 1gq<1.10 _ C0910
Suite Number: Floor:
Tenant Name: A / .ss//) `nftrnela'o-' 77 -Cin •
too rt. V Qt , New Tenant: ❑ Yes 2 -.7 -No
PROPERTY OWNER
Name: L isk� de .reittson
`111
Address:
00 SIH 7 tt cit 4
Name: Gsp6. � SAN
TdrJ
s� v.; vt_ s
Email: ItIv�'ore/1SO✓N /'1'.Jr Sr/' Co y
Address: v70 tic S 7 a
f• S/
deo
City: Keil, f
(Az* � Zip: ?gala.
CONTACT PERSON —. person receiving all project
communication/
Name: L isk� de .reittson
`111
Address:
00 SIH 7 tt cit 4
City: q,w‘4_,,,,, Zip?7
State:4 Ca�
Phone: Am_ ,g.Z i, Fax: yas.. tcQv6
`/
Email: ItIv�'ore/1SO✓N /'1'.Jr Sr/' Co y
GENERAL
GENERAL CONTRACTOR INFORMATION
Name:
Company Name )0--, h Wi-f f A/ (/'1 -(JS ..,„
S
Address: (r00 S w 7 t S'74,
/`—
/
City:
K teir ^ State: ,4 Zip?rc
7
Phone:: 1/9-5-' d'S5-'0S0 Fax:,.: _ ?4k' 6C/V-6
Address:
Contr Reg No.NG vya..7 - xp Dlb.(1 /( 3
Tukwila Business License No.: Bus. oq9 3 C9 7
State:
H:\Applications\Forms-Applications On Line \20I 1 Applications\Permit Application Revised - 8-9-11.docx
Revised: August 2011
bh
' CHITECT OF RECORD
Name:
✓.
Compan • k ame:
Engineer Name: / (,tt aket h
/`—
/
Architect Name:
Phone: g(gg ?8/0 Fax: gl8!' J.�g/3
Email:
Address:
City:
State:
Zip:
Phone:
Fax:
E .. :
ENGINEER OF RECORD
Name:
Company Name: p � C
I \a h tend \ �tn�r�s�
Engineer Name: / (,tt aket h
Address: q (a- N%. 173, a„ 54 _ ,f
7�Zip:?rou
City: G/2 , _ te State: lc/7 /
Phone: g(gg ?8/0 Fax: gl8!' J.�g/3
Email:
State: Zip:
LENDER/BOND ISSUED (required for projects $5,000 or
greater per RCW 19.27.095)
Name:
1
Address:
6r.
--,,,,,c„,,,,
City:
State: Zip:
Page 1 of 4
s •
BUILDING PERMIT INFORMATION - 206-431-3670
Valuation of Project (contractor's bid price): $ 41, 5t — Existing Building Valuation: $
Describe the scope of work (please provide detailed information): CL,*- Q i`.+ 'r dock
S'n i, 5 `SSP c* (e�kr /� i (� `Ke!
()Leo, s -e S a cia ,12 1`4'244 -ti f 44.-144r1n�S 41r (6 Ca ein.4/
&' S'IraCC%vn X�'e./%tr /3t?✓•'t 442kki (S•
Will there be new rack storage? ❑ Yes
No If yes, a separate permit and plan submittal will be required.
Provide All Building Areas in Square Footage Below
PLANNING DIVISION:
Single family building footprint (area of the foundation of all structures, plus any decks over 18 inches and overhangs greater than 18 inches)
*For an Accessory dwelling, provide the following:
Lot Area (sq ft): Floor area of principal dwelling: Floor area -of accessory dwelling:
*Provide documentation that shows that the principal owner lives in one of the dwellings as his or her primary residence.
Number of Parking Stalls Provided: Standard:
Compact: Handicap:
Will there be a change in use? ❑ Yes No If "yes", explain:
FIRE PROTECTION/HAZARDOUS MATERIALS:
Sprinklers 0 Automatic Fire Alarm 0 None 0 Other (specify) /'
Will there be storage or use of flammable, combustible or hazardous materials in the building? 0 Yes [� No
If "yes', attach list of materials and storage locations on a separate 8-1/2" x 1I " 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
bh
Page 2 of 4
Existing
Interior Remodel
Addition to
Existing
Structure
New
` Type of
Construction per
IBC
Type of
Occupancy per
= IBC
1 sr Floor
rd Floor
3rd Floor
Floors thru
Basement
Accessory Structure*
Attached Garage
Detached Garage
Attached Carport
Detached Carport
Covered Deck
Uncovered Deck
PLANNING DIVISION:
Single family building footprint (area of the foundation of all structures, plus any decks over 18 inches and overhangs greater than 18 inches)
*For an Accessory dwelling, provide the following:
Lot Area (sq ft): Floor area of principal dwelling: Floor area -of accessory dwelling:
*Provide documentation that shows that the principal owner lives in one of the dwellings as his or her primary residence.
Number of Parking Stalls Provided: Standard:
Compact: Handicap:
Will there be a change in use? ❑ Yes No If "yes", explain:
FIRE PROTECTION/HAZARDOUS MATERIALS:
Sprinklers 0 Automatic Fire Alarm 0 None 0 Other (specify) /'
Will there be storage or use of flammable, combustible or hazardous materials in the building? 0 Yes [� No
If "yes', attach list of materials and storage locations on a separate 8-1/2" x 1I " 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
bh
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 OR AUT
Signature:
CENT:
Print Name: /4'( / ke_ re.Vl��r7
Mailing Address: , (00 $(.A./ 7 0- Sr_
H:\Applications\Forms-Applications On Line\201 I Applications\Permit Application Revised - 8-9-1 I.docx
Revised: August 2011
bh
Date: 1?/
Day Telephone: " R7 ' Cita &
l na‘/.-1
City
bv41- cic)S7
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.ov
RECEIPT
Parcel No.: 7888900030 Permit Number: D13-288
Address: 18436 CASCADE AV S TUKW Status: APPROVED
Suite No: Applied Date: 09/06/2013
Applicant: NISSIN INTERNATIONAL TRANSPORT USA Issue Date:
Receipt No.: R13-02768 Payment Amount: $192.80
Initials: WER Payment Date: 09/30/2013 02:35 PM
User ID: 1655 Balance: $0.00
Payee: MICHAEL SORENSON
TRANSACTION LIST:
Type Method Descriptio Amount
Payment Credit Crd VISA
Authorization No. 013617
ACCOUNT ITEM LIST:
Description
192.80
Account Code Current Pmts
BUILDING - NONRES
STATE BUILDING SURCHARGE
000.322.100 188.30
640.237.114 4.50
Total: $192.80
Printed: 09-30-2013
1 •
CCity of Tukwila
Department of Community Development
6300 Southcenter Boulevard, Suite #100
Tukwila, Washington 98188
Phone: 206-43 1-3670
Fax: 206-431-3665
Web site: http://www.TukwilaWA.gov
RECEIPT
Parcel No.: 7888900030 Permit Number: D13-288
Address: 18436 CASCADE AV S TUKW Status: PENDING
Suite No: Applied Date: 09/06/2013
Applicant: NISSIN INTERNATIONAL TRANSPORT USA Issue Date:
Receipt No.: R13-02564
Initials:
User ID:
JEM
1165
Payment Amount: $122.40
Payment Date: 09/06/2013 03:27 PM
Balance: $192.80
Payee: MICHAEL J SORENSON
TRANSACTION LIST:
Type Method Descriptio Amount
Payment Credit Crd VISA
Authorization No. 072618
ACCOUNT ITEM LIST:
Description
122.40
Account Code Current Pmts
PLAN CHECK - NONRES
000.345.830 122.40
Total: $122.40
llnr• RaraintilA
Printed: 09-06-2013
INSPECTION RECORD 2
Retain a copy with permitDI3 'Y
INSPECTIO NO. PERMIT NO.
CITY OF TUKWILA BUILDING DIVISION
(206) 431-367
6300 Southcenter Blvd., #100, Tukwila. WA 98188
Permit Inspection Request Line (206) 431-2451
Proj ct _ ,, ...--
Type f• Inspectio
Address: !
I -43fo Air:/0e.._
Date Called:
VJA0 A --r .`3."
Speci 'f Instructions:
Date Wanted: _a.m
�0 '' 2 f/ 3 /P.m.
Requester:
PhooneN•
li5'3 Z f — moo Co
Approved per applicable codes. Corrections required prior to approval.
COMMENTS:
Inspe r:
Date
(3
REINSPECTION FEE R PtflRED. Prior to next inspection, fee must be
paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection.
WL Mechanical
DOCK LEVELER SPECIFICATIONS
ILE COPY
411 g Piero,
30K -35K LB. (13.6-15.8 KG) CAPACITY RATINGS
Design Highlights
• Patented SafeTFrameTM Design
• Exclusive POSI-TRAC® Unlimited Float Hold down
• Unique HYDRA CAMTM Automatic Lip Extension
• CLEAN FRAME® Design
• Single Adjustment Point Extension Spring Counterbalance
• High Tensile Steel Lip, Deck & Beams
• Structural Steel Safety Legs
• Working Range Toe Guards
• Below -dock Endloading Capability
• 16" Lip Standard (406 mm)
• Grease Fittings
• Integral Maintenance Strut & Lip Support Latch
• Heavy-duty B410 -14F Dock Bumpe s
• Reduced Lip Crown/Extended Lip &haR4IVIEWED FOR
CODE COMPLIANCE
APPROVED
Project Information
Job Name
Address
SEP 17 2013
General Contractor
Distributor
Model
City of Tukwila
BUIL NG -DA ON
Certified For Construction
By
Company
Address
Date
SEP 0 6 2013
RECEIVED
CITY OF TUKWILA
PERMIT CENTER
Available Options
o Factory Installed Brush Weatherseal
❑ Factory Installed Neoprene Weatherseal
❑ ENERGY GUARD® Perimeter Weatherseal System
❑ 18" Lip (457 mm)
❑ 20" Lip (508 mm)
❑ 24" Pit Conversion (610 mm)
❑ Spray Foam Insulated Deck
0 Special Paint Color
❑ Full Operating Range Toe Guards
❑ High Lip Crown
❑ Lip Taper
❑ Box Option:
For installation without pre -formed
concrete pits, dock leveler supplied
with integral pre -formed steel box
for pour -in-place construction. Leveler shall be in an
enclosed steel box structure complete with its own
six -piece, welded structural curb angles and concrete
anchors. The leveler is to be concreted in place as the
floor is poured.
❑ Other
(specify)
Box Option
Accessories
❑ PitBull® SAFETY -LOC® Restraint
❑ SLP Recessed Restraint
❑ MANUAL SAFETY -CHOCK Wheel Restraint
❑ SAFETY -CHOCK® Wheel Restraint
❑ Universal Truck-ChockTM Wheel Restraint
❑ ALS Light Communication System
❑ MLS Light Communication System
Bumper Options
O B410-14 0 VB420-11F
O B610-14 0 VB420-11 Steel Faced
O B610 -14F 0 Other
Capacity
O 30K Ib (13.6 Kg) 0 35K Ib (15.8 Kg)
1)1-2eTX
£PS13RCO®
1612 Hutton Drive, Suite 140 • Carrollton, TX 75006, USA • Tel: 800-933-4834 • Fax: 972-389-4769 • Email: sales@sercocompany.com • www.sercocompany.com
A continuing research program is in effect at Serco. We reserve the right to incorporate product improvement at any time without prior notice.
2011 4Front Engineered Solutions, Inc. Forma: SPS-DMWL-0511
`,
WL Mechanical
DOCK LEVELER SPECIFICATIONS
30K -35K LB. (13.6-15.8 KG) CAPACITY RATINGS
1. General: "WL" Series hinged lip dock leveler with extension spring counterbalance assembly. Unit
conforms to ANSI/MH14.1-1987 performance requirements. Unit to be manufactured by Serco.
2. Construction, Platform Assembly: Platform constructed of high tensile steel safety tread deck
plate supported by unique L -beam construction. Structural members fully welded to front header.
Deck to be 1/4" (6 mm) thick.
3. Lip Assembly: Lip to be 16" (406 mm) high tensile steel safety tread Hp plate with beveled
leading edge. Lip to be 5/8" (16 mm) thick on 30K & 35K Ib. (13.6 & 15.8 Kg) capacity units. 7'
(2.13 m) wide lip tapers to 6'-6" (2.01 m) at leading edge (6'-0" (1.83 m) taper optional). Lip hinge
to have full width structural front header and heavy wall tubing with a minimum of 5/ie" (406 mm)
wall thickness. Hinge tubes to have gussets on 35K Ib. (15.8 Kg) capacity. Lip hinge shaft to be
a minimum of 1" (25 mm) solid steel.
4. Lip Extension: Patented HYDRA CAMTM lip assist mechanism provides gentle lip activation and
reduced walk -down loads.
5. Rear Subframe & Hinge: Rear structural frame consists of a welded structure constructed from
4 structural angle vertical members connecting two horizontal members. The upper rear angle has
longitudinal support gussets & additional deck supports to promote structural stiffness. The hinge
system consists of four 3/4" (19 mm) thick lugs allowing 4" (100 mm) of side to side deck twist.
6. SafeTFrame m: Adjustable shim system consisting of four independently operated leveling feet
capable of 1-1,6 inches (37.5 mm) of vertical adjustment each. System eliminates the need for
installer to place and weld steel shim stock under the vertical uprights providing more consistent
installation thus preventing a gap or (bump) between the rear transition angle and curb angle.
NOMINAL DIMENSIONS
MODEL
WL600 '
WIDTH LENGTH
6' (1.83,m) - 6' (1.83 m)
WL66.500
6'6" (2.01 m) 6'
(1.83 m)
WL6700
7'(2.13 m) 6'
(1.83,m)
WL800
6' (1.83 m) 8'
(2.44 m)
WL86.500
6'6" (2.01 m) 8'
(2.44 m)
WL8700
7' (2.13 m) 8'
(2.44 m)
WL1000
6'(1.83 m)° a' 10'
(3.05 m)`.
WL106.500
6'6" (2.01 m) 10'
(3.05 m)
WL10700 , '
7' (2.13-m) .; 10'
(3.05 m)
*24" (610 mm) pit depth standard on
10' (3.05 m) dock levelers
7. Counterbalance: Oil -tempered chromium silicon steel extension spring counterbalance with single
adjustment point for high strength, durability, and easy walk -down.
8. Product Finish: Enamel gray finish.
9. CLEAN FRAME° : Unique design allows access for easy pit clean out and routine maintenance.
10. "Nita -Lock": Permanent "Nite-Lock" to prevent unauthorized entry beneath locked overhead door is standard.
11. Toe Guard Protection: Working range toe guard protection is provided on both sides of the leveler. Yellow OSHA required markings IAW ANSI Z535.1 provided on the
sides of the dock leveler.
12. Safety Legs: Structural safety legs provide emergency support should a truck depart with a load on the leveler platform. Design incorporates cam mechanism to limit
interference from truck float.
13. Integral Maintenance Strut & Lip Support Latch: A permanently mounted, hinged, lockout capable maintenance strut and lip support latch are provided to support
the lip and leveler during routine maintenance and pit cleaning.
14. Below -dock Control (Endloading): Front mounted pull -chain facilitates below -dock endloading.
15. Out of Level Compensation: Leveler platform is designed to compensate for canted truck beds up to 4" (100 mm) and rear edge remains flush with the pit to
eliminate pinch points.
16. Float Compensation: Allows for vertical carrier deflection when lip is in contact with truck bed.
17. Operation: Serco's "WL" mechanical leveler shall be supplied completely assembled with platform and lip mechanism and ready for use. Leveler to be operated by
pulling release ring at rear of ramp; unit will raise, and lip will extend and hold. No manual lifting required. Unit shall be powered by extension springs with a single
adjustment point. Operator to walk ramp down to truck bed. POST-TRAC° hold-down shall hold unit in position. Unit will float with truck movement. Working range
to be 12" (305 mm) above -dock and 12" (305 mm) below -dock for 6' (1.83 m), 8' (2.44 m), and 10' (3.05 m) long units. The lip extends a minimum of 11" (279
mm) beyond the face of a 4" (100 mm) bumper. After loading/unloading is complete, operator pulls and holds release chain until lip clears the truck bed. As leveler
raises, lip will descend in a smooth, controlled manner. In stored position, ramp is fully supported by lip keepers.
18. Installation: Unit shipped completely assembled and ready for installation in pre -formed concrete pit. Pit depth is 20" (508 mm) for 6' (1.83 m) and 8' (2.44 m)
long units, 24" (610 mm) for 10' (3.05 m) long units. Pit construction to be in accordance with certified Serco pit detail drawings. Contact Serco for current cost and
nearest distributor.
19. Limited Warranty: Limited parts & labor warranty on all components under normal use for a 1 -year "Base Warranty Period" beginning on the completion of installation
or the sixtieth (60th) day after shipment, whichever is earlier. Additional limited 4 -year parts only warranty on main springs. Limited prorated 10 -year structural warranty
available upon engineering approval of written application.
20. Bumpers: Unit to include two model B410 -14F (4" Thick x 14" W x 10" H) (100 mm x 356 mm x 254 mm) heavy-duty bumpers.
�SFRCO`
1612 Hutton Drive, Suite 140 • Carrollton, TX 75006, USA • Tel: 800-933-4834 • Fax: 972-389-4769 • Email: sales@sercocompany.com • www.sercocompany.com
A continuing research program is in effect at Serco. We reserve the right to incorporate product improvement at any time without prior notice.
`® 2011 4Front Engineered Solutions, Inc.
Form#: SPS-DMWL-051.1
I
FILE COPY
PIT LAYOUT DETAILS
SERCD®
For solar
applications see
approval drawings
for all conduit
Information.
P
1/4 3
DOCK
FLOOR
DIM.B
73
ALL CURB ANGLE JOINTS
TO BE WELDED SECURELY
IMPORTANT - Concrete behind
Pit Steel must be well vibrated.
8" recommended minimum
thickness for Pit Walls, Pit Floor
and Dock Face.
For dock heights under 46" or
over 52" consult factory.
For Hydraulic Units Only -
Set Conduit (3/4") Before
Pouring Concrete. (By Others)
DIM.A
IFWA
3/4" conduit
ANCHOR LAYOUT FOR CURB ANGLES
3"
Concrete Anchors
1/2" Diam.x 6" Long
Power le dad
Nyder control bet CONTROL PANELS
nunleefreml dNW donned (INSIDE WALL)
oiipowd i4 Wm}
Dock
Levela
Control Panel
11
60" II
tram 11
dem 11
aver
-"v.., Safety Loc
Control Panel
(Optional)
Rear Pit Wall
to be plumb
Reverse Slope
of 1/4" Is
permissible.
PIT
FLOOR
IMPORTANT -
Side Curb Angles
must be 90 degrees
to Dock Face and
to Rear Curb.
112" PITCH
(OPTIONAL) BUMPER MOUNTING PLATE
II
12 1/2"
17.---116.:7-11
U
O O
Bumpe welded on both sides
of optional backing plate with
anchors.
(Sizes for B410-14 Bumpers)
(OPTIONAL)
ITBULL•SAFETY LOC°
MOUNTING PLATE 14"
[12'__..
0
0
—0I
r
24"
1.1 (STANDARD)
CONSULT FACTORY
FOR NEW NEICIO
3/8"
PitBull® Safety -Loc® (Optional)
Set conduit (3/4") and junction
box (by others) before pouring
concrete.
See reverse side for
face curb angle details.
1/4"
Full length of
bumper mounting
plate.
EVID FOR
COD - COMPLIANC
PPROVED
1.•—••
Height should be from bottom of curb angle to within 3' of the pro
SEP 17 2013
City of Tukwila
�d.BUILDING DIVISION
PROJECT INFORMATION
Job Name N(- SS't/_ 11
Address 1 C611 36 taIC4d-'le ,1v1e. .c j! Uk11 %
General Contractor AAA/
Serco Distributor
Quantity
Dock Leveler Model
//61/fr-
Voltage
14/L g-363
E PIT
OJECTION
IDE ON
CK PAGE.
18"
Pit dimensions and curb
angle lengths on back page.
Projected pit for sloped driveways
- See chart on back page.
CONSTRUCTION APPROVAL
Company RECEIVED
CITY OF TUKWILA
Address
By
SEP 0 6 2013
Date
PERMIT CENTFR
July 2010 826-001J
NOTICE
Pit Dimensional Tolerances are +/- 1/8" on squareness, Depth, Width and Length.
SERCO Assumes No Liability for Deviations beyond this Tolerance.
DIMENSIONS BELOW ARE FOR ALL WL, WS, HL Series PIT TYPE LEVELERS OF 30-50K CAPACITIES.
FOR HD 60,000 LBS AND 80,000 LBS CAPACITY LEVELERS DIM "C" IS 24" AND DIM "D" 1S 23112" FOR ALL SIZES.
5', 6' 8 8' LONG LEVELERS OF 30-50K CAN BE PLACED IN 24" DEEP PITS WITH OPTIONAL RISER KIT.
MODEL
PIT DIMENSIONS
*CURB ANGLE LENGTHS (Qty.)
3%
DIM "A" DIM "B" DIM "C" DIM "D"
REAR (1) FRONT (1) SIDE (2) FACE (2)
BUMPER (2)
5' x 6' t
51"
73"
20"
19 1/2"
79"
79"
48"
4"
17"
Varies
with
application
6' x 6'
63"
73"
20"
191 /2"
79"
79"
60"
17"
8' x' 6'
87"
73"
20"
191 /2"
79"
79"
79"
79"
84"
108"
17"
21"
10' x 6'
111"
73"
24"
23 1/2"
12' x 6' t
135"
73"
24"
231 /2"
79"
79"
132"
21"
6' x 6'6"
63"
79"
20"
191 /2"
85"
85"
60"
17"
8' x 6'6"
87"
79"
20"
191 /2"
85"
85"
84"
17"
10' x 6'6"
111"
79"
24"
23 1/2"
85"
85"
108"
21"
12' x 6'6" t
135"
79"
24"
23 1/2"
85"
85"
132"
21"
6' x 7'
63"
85"
20"
191 /2"
91"
91"
60"
17"
8' x 7'
87"
85"
20"
191 /2"
91"
91"
84"
17"
10' x 7'
111"
85"
24"
23 1/2"
91"
91"
108"
21"
12' x 7' t
• NOTE -
135"
CURB ANGLES
PIT PROJECTION
85"
SUPPLIED
24"
BY OTHERS.
GUIDE FOR
231/2"
t
DECLINE
91"
N/A ON MECHANICAL
DRIVE
91"
CONDITIONS
132"
LEVELERS
21"
PERCENTAGE OF
DRIVEWAY GRADE
0%
1°/o
2%
3%
4%
5%
6%
7%
8%
9%
10%
PIT
PROJECTION
0"
2"
3"
4"
5"
6"
8"
9"
10"
11"
12"
3/8"
� I
I
0
0
Weld to Angle
2 MODEL B410 -14F LAMINATED
BUMPERS - STANDARD FOR 30-50K
2 MODEL B610 -14F LAMINATED
BUMPERS - STANDARD FOR 60-80K
3/8"
BUMPERS - OPTIONAL FOR 30.50K
❑2 MODEL VB620.11F LAMINATED
BUMPERS - OPTIONAL FOR 60-80K
Bumper angle
Side angle
Face angle
FRONT CURB ANGLE DETAIL
DISTRIBUTED BY:
July 2010 826-OO1J
I;
"BY G. GHANIAN
RAdK DEOI(N & EN(4INEERINd do. )T NO..:: tF -3
-4 2 ------ — off
Nissin NDALE. OA. 91204
SUBJECTTEL:(818)840-3810 FAX:(818)24049819 JOB NO.
FILE COPY
DOCK LEVELER PIT DITAILS FOR: Permit No.
Nissin International Transport USA, Inc.
18436 Cascade Ave. S.
Tukwila, WA 98188
B�
7311
A
A
1 EXPIRES 12-26-13
EXISTING BUILDING WALL
BJ
DOCK LEVELER PIT - PLAN VIEW
STRUCTURAL NOTES:
I) CONCRETE TO ATTAIN A 28 DAY COMPRESSIVE
STRENGTH OF 2500 PBI.
2) REINFORCING SHALL CONFORM TO ASTM A -6I5
GRADE 40 OR 60.
3) FINAL CONCRETE SURFACES SHALL HAVE A
FINISH SIMILAR TO EXISTING SURFACES.
4) PROVIDE A 3" MIN. COvER TO ALL REBAR
5) FOR DIMENSIONS, CURB ANGLES AND INSERT BUMPERS
SEE MANUFACTURE'S DRAWING AND SPECIFICATIONS
6) NO SPECIAL INSPECTION 15 REQUIRED
REVIEWED FOR
CODE COMPLIANCE
APPROVED
SEP 1 7 2013
•
City of Tukwila
BUILDING DIVISION
RECEIVED
CITY OF TUKWILA
SEP 0 6 2013
PERMIT CENTER
BY G. OHANIAN RAdK DE I(N & EN(IINEERINc. d0•
9/4/13 •SHEET --_NO, .
2
TT�4TE= .412- itAS'E-42°t
JOB NO.
GLEN91204
SUBJECT Nis s i n TEL:(818) 40 38 0 FA%:(818 )940-3313
EXISTING FLR SLAB
(........---
,
6 N B.
PIT FLOOR
CURB ANGLE PER
MANUFACTURER'S
RECOMMENDATIONS
ji PIT WALL
11=il1c?IlMMI=SIL: ip-04 RESAR, CONTINUOUS, TYP. - 1=11=ll-lhllP�lall.',
-' ^1110 '4 REBARS AT I2"oc. E.W. 0 I=11,
dr -111
'I1= • HI
ii-,..,! I . 1-,II.-IInh1 I1II-1I' .11; .II 11, 11 JI .11�-.tel-ill; 11�I
6"
MI
SECTION 4
CURB ANGLE PER
MANUFACTURER'S
RECOMMENDATIONS
NEW PIT WALL -
EXISTING FLR SLAB
6"IOWE5,....
'Ij
'4 REBAR, CONTINUOUS, TYP.
04 REBARS AT 12"oc. E.W.
-41 ..11‘...11:a,1101111-411-1
17=11=1111=4114=1111 =1I�
• • • •
I.11'll
1 =II II`-II"ll�ll'—II; �I-,II=W:1111=t 4 '11=11=111= h
.11=11 = ,— -
I'11=1 6' MI
1111.111 NEW PIT FLOOR SLB
1=11 W/I/2" SLOPE
ILII
IIEXISTING BUILDING WALL
174.
I=
SECTION e
By G. OHANIAN
DATE. ..... . ... .
SUBJECT Nis sin
RAM DEOIGIN & ENOINEERINO dO.
OLEND lit. SALE 1204 JOB NO.
TEL:(818)240-3810 FAX:(818)240-3813
3
4 REBARS AT 12"e.c.
EXISTING WALL
IIII
it, -;f1=
1=111
111411,#11..11, .1r#11-11-112iigi
Whig- -
=11=iti
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#11=1111
1=11=
ffg
.11=111
1=11=1
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ViVe
H=H;
f=:11;=',
11=1
.11=411i
lI
11=11=
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.11=1"1i
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:11E1111
,
.11#1/..441114,111=1111*11*11:-#11#.11---'11t11'411i#11,-
1 :11"11,11 11 ,11,11illgu,=d11 '111L—;:jp.11=11
1=11=
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11!=i1=11
1=11T11
,11=
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.11=
7
REBARS AT 12e.c. E.UJ.
NEW PIT FLOOR SLAB
CURB ANGLE PER
MANUFACTURER'S
RECOMMENDATIONS
TOP VIEUJ
2/3/2014
City of Tukwila
Department of Community Development
MIKE SORENSON
1100SW7ST
RENTON, WA 98057
RE: Permit No. D13-288
NISSIN INTERNATIONAL TRANSPORT
18436 CASCADE AV S
Dear Permit Holder:
Jim Haggerton, Mayor
Jack Pace, Director
In reviewing our current records, the above noted permit has not received a final 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 3/31/2014.
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 final inspection. Each
inspection creates a new 180 day period, provided the inspection shows progress.
-or-
2) 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 3/31/2014, 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,
r Marshall
Technician
File No: D13-288
6300 Southcenter Boulevard Suite #100 • Tukwila, Washington 98188 • Phone 206-431-3670 • Fax 206-431-3665
PERMIT COORD COPY!
PLAN REVIEW/ROUTING SLIP
ACTIVITY NUMBER: D13-288 DATE: 09/06/13
PROJECT NAME: NISSIN INTERNATIONAL TRANSPORT
SITE ADDRESS: 18436 CASCADE AV S
X Original Plan Submittal Response to Incomplete Letter #
Response to Correction Letter #
Revision # after Permit Issued
DEPARTMENTS:
o� AWL 9--co-05 W\ M' 9-\\--ce5
Building Division MI
Public Works
Fire Prevention
Structural
-W 9- _r3
Planning Division
❑ Permit Coordinator ❑
DETERMINATION OF COMPLETENESS: (Tues., Thurs.)
Complete`
'jq,
Comments:
Incomplete ❑
DUE DATE: 09/10/13
Not Applicable
Permit Center Use Only
INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED:
Departments determined incomplete: Bldg 0 Fire ❑ Ping 0 PW 0 Staff Initials:
TUES/THURS ROUTING:
Please Route J. Structural Review Required ❑ No further Review Required ❑
REVIEWER'S INITIALS: DATE:
APPROVALS OR CORRECTIONS:
Approved ❑ Approved with Conditions
Notation:
REVIEWER'S INITIALS:
DUE DATE: 10/08/13
Not Approved (attach comments) r]
DATE:
Permit Center Use Only
CORRECTION LETTER MAILED:
Departments issued corrections: Bldg 0 Fire 0 Ping 0 PW 0 Staff Initials:
Contractors or Tradespeople Prr 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
6302C242044TIA12
THOMAS, KEVIN A
10/01/2013
01/01/1980
09/28/2011
Bond Information
Page 1 of 1
Bond Bond Company NameBond 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
32
Travelers
Indemnity Co of
Ame
6302C242044TIA12
10/01/2012
10/01/2013
$1,000,000.00
09/26/2012
31
CoValley Forge Ins
4015483385
10/01/2011
10/01/2012
$1,000,000.0009/27/2011
30
NATIONAL FIRE
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
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
Infractions/Citations Information No records found for the previous 6 year period
httns://fortress.wa. s?ov/lni/bbip/Print.aspx
09/30/2013
49'-
7)
49'-4,'
24'
34,-
37'-10”
34'
34'-10"
ADD
DOC< LEVELE
142'
E
74'
NORTH PLAN VIEW
SCALE: 1/8" = 1'-0"
MAR 3,12filif
b,
SEPARATE PERMIT
R7-"QUIRPD FOR:
Mechanical
grtleotrical
!Thumbing
rietras Piping
of Tukwila
Et05j1)!Nt3 DIVISION
111.•••••••....morawofte.ftwor••••••••
REVISIONS
.inn•••••101.
11'1 rhrmgc.',.s shall be made to the scope
cf r ithout prior approval of
Building Division.
77;77 ::::f0;13 wiil require a new plan submittal
c_11...1 may inarde additional plan review fees.
..................
444,01,00.0,
NORTH
SITE MAP
FI
Permit No.
E COPY
PIPri rrn&IVI approval is subject to errors and omissions.
• ' of carictruction documents does not author!::o
orty adopted code or ordinance. Rept
n ried Fisk! Cop itions is acknowledged:
By
Date:
City Of TUkwila
BUILDING DIVISION
REVIEWED FOR
•CODE COMPLIANCE
APPROVED
SEP 1 7 2013
Cit'ofof Tukwila
BUILDING DIVISION
RECEIVED
CITY OF TUKWILA
SEP 0 6 2013
PERMIT CENTER
DRAWING NUMBER