HomeMy WebLinkAboutPermit D06-259 - Seattle Chocolates - Storage RacksSEATTLE CHOCOLATES
1180 ANDOVER PK W
EKPII?ED 07 - 10 - 07
D06 -259
Parcel No.: 3523049085
Address: 1180 ANDOVER PK W TUKW
Suite No:
Tenant:
Name: SEATTLE CHOCOLATES
Address: 1180 ANDOVER PK W , TUKWILA WA
Department of Community Development
6300 Southcenter Boulevard, Suite #100
Tukwila, Washington 98188
Phone: 206 -431 -3670
Fax: 206 -431 -3665
Web site: http.• / /www.cLtukwila.wa.us
Owner:
Name: GCC -LCC
Address: 1180 ANDOVER PARK W , TUKWILA WA 98188
Phone:
Contact Person:
Name: MIKE SORENSON
Address: 1100 SW 7 ST , RENTON WA 98056
Phone: 208 818 -4488
Contractor:
Name: NORTH WEST HANDLING SYSTEMS INC
.Address: 1100 S.W. 7T11 STEET , RENTON, WA 98055
Phone: 206255 -0500
Contractor License No: NORTH W H275JF
Value of Construction: $0.00
Type of Fire Protection: SPRINKLERS/EXT
Type of Construction:
Citysf Tukwila
DEVELOPMENT PERMIT
Permit Number: D06 -259
Issue Date: 07/14/2006
Permit Expires On: 07/10/2007
* *continued on next page **
Expiration Date: 10/09/2007
DESCRIPTION OF WORK:
INSTALLATION OF NEW PALLET RACKING FOR STORAGE OF CHOCOLATE CANDIES IN FOIL & PAPER WRAPPERS STORED
IN CARDBOARD BOXES ON WOOD PALLETS. ALSO STORING FLATTENED CARDBOARD ON WOOD PALLETS, NON
ENCAPSULATED.
Fees Collected: $1,255.22
International Building Code Edition: 2003
Occupancy per IBC:
doe: IBC-10 /06 D06 -259 Printed: 04 -26 -2007
Public Works Activities:
Channelization / Striping: N
Curb Cut / Access / Sidewalk / CSS: N
City cos-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
Fire Loop Hydrant: N Number: 0
Flood Control Zone:
Hauling: N Start Time:
Land Altering: Volumes: Cut 0 c.y.
Landscape Irrigation:
Moving Oversize Load: Start Time:
Sanitary Side Sewer:
Sewer Main Extension: Private:
Storm Drainage:
Street Use: Profit: N
Water Main Extension: Private:
Water Meter: N
Permit Center Authorized Signature: A W,p6A
Permit Ntunber: D06 - 259
Issue Date: 07/14/2006
Permit Expires On: 07/10/2007
Date:
Size (Inches): 0
End Time:
Fill 0 c.y.
End Time:
Public:
Non - Profit: N
Public:
o /0
I hereby certify that I have read and dqcatfuned this permit and know the same to be true and correct. All provisions of law and ordinances
governing this work will be complied 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 • the pert • • of work. I am authorized to sign and obtain this development p rmit.
Signature: , � Jlt Date: if U
Print Name. / do !l I O (✓l 9 S- 0 ✓\
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.
doe: IBC-10 /06 006-259 Printed: 04 -26 -2007
�
City of Tukwila
Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670
Parcel No.: 3523049085
Address' 1180 ANDOVER PK W TUKW
Suite No:
Tenant:
Name: SEATTLE CHOCOLATES
Address: 1180 ANDOVER PK W, TUKWILA WA
DEVELOPMENT PERMIT
Owner:
Name: GCC -LCC Phone:
Address: 1180 ANDOVER PARK W, TUKWILA WA
Permit Number: D06-259
Issue Date: 07/14/2006
Permit Expires On: 01/10/2007
Contact Person:
Name: MIKE SORENSON Phone: 206 818 -4488
Address: 1100 SW 7 ST, RENTON WA
Contractor:
Name: NORTH WEST HANDLING SYSTEMS INC Phone: 206 255 -0500
Address: 1100 S.W. 7TH STEET, RENTON, WA
Contractor License No: NORTHWH275JF Expiration Date:10 /09/2007
DESCRIPTION OF WORK:
INSTALLATION OF NEW PALLET RACKING FOR STORAGE OF CHOCOLATE CANDIES IN FOIL & PAPER WRAPPERS
STORED
IN CARDBOARD BOXES ON WOOD PALLETS. ALSO STORING FLATTENED CARDBOARD ON WOOD PALLETS, NON
ENCAPSULATED.
Value of Construction: $0.00
Type of Fire Protection: SPRINKLERS /EXT
Type of Construction:
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:
N
N
Water Main Extension:
Water Meter: N
doc: Devperm
Fees Collected:
Uniform Building Code Edition:
Occupancy per UBC:
Number: 0 Size (Inches): 0
Start Time: End Time:
Volumes: Cut 0 c.y. Fill 0 c.y.
Start Time: End Time:
Private: Public:
Profit: N Non - Profit: N
Private: Public:
$718.79
006 -259 Printed: 07 -14 -2006
doe: Devperm
City of Tukwila
•* Continued Next Page **
Department of Community Development / 6300 Southcenter BL, Suite 100/ Tukwila, WA 98188 / (206) 431 -3670
D06 -259 Printed: 07- 14-2006
City of Tukwila
Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670
Permit Center Authorized Signature
1 hereby certify that I have read and
ordinances governing this work will b: • omp
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 pe ocmance of work. I am authorized to sign and obtain this development permit.
Date: / /y/O 6
doe: Devperm
Signature:
Print Name: 0Pen -7.50n
Date: 1 1
is permit and know the same to be true and correct. Alt provisions of law and
with, whether specified herein or not.
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.
006 -259 Printed: 07-14-2006
Parcel No.: 3523049085
Address:
Suite No:
Tenant:
doc: Cond -10 /06
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
1180 ANDOVER PK W TURN/
SEATTLE CHOCOLATES
1: ** *BUILDING DEPARTMENT CONDITIONS * **
9: ** *FIRE DEPARTMENT CONDITIONS * **
PERMIT CONDITIONS
Permit Number:
Status:
Applied Date:
Issue Date:
D06 -259
ISSUED
07/05/2006
07/14/2006
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.
8: All rack storage requires a separate permit issued through the City of Tukwila Permit Center. Rack storage over 8 -feet
in height shall be anchored or braced to prevent overturning or displacement during seismic events. The design and
calculations for the anchorage or bracing shall be prepared by a registered professional engineer licensed in the State
of Washington.
6: There shall be no occupancy of a building until final inspection has been completed and approved by Tukwila building
inspector. No exception.
7: Manufacturers installation instructions shall be available on the job site at the time of inspection.
8: VALIDITY OF PERMIT: The issuance or granting of a permit shall not be construed to be a permit for, or an approval of,
any violation of any of the provisions of the building code or of any other ordinances of the City of Tukwila. Permits
presuming to give authority to violate or cancel the provisions of the code or other ordinances of the City of Tukwila
shall not be valid. The issuance of a permit based on construction documents and other data shall not prevent the
Building Official from requiring the correction of errors in the construction documents and other data.
10: The attached set of building plans have been reviewed by the Fire Prevention Bureau and are acceptable with the
following concerns:
11: The total number of fire extinguishers required for an ordinary hazard occupancy with Class A fire hazards is
calculated at one extinguisher for each 1,500 sq. ft. of area. The extinguisher(s) should be of the "All Purpose" (2A,
20B:C) dry chemical type. Travel distance to any fire extinguisher must be 75' or less. (WC 906.3) (NFPA 10, 3-2.1)
12: Portable fire extinguishers, not housed in cabinets, shall be installed on the hangers or brackets supplied. Hangers or
brackets shall be securely anchored to the mounting surface in accordance with the manufachuefs 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 nun) 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 3.6 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 WC 906.9)
13: Fire extinguishers shall not be obstructed or obscured from view. In rooms or areas in which visual obstruction cannot
006 -259 Printed: 04 -26 -2007
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
be completely avoided, means shall be provided to indicate the locations of the extinguishers. (IFC 906.6)
14: Extinguishers shall be located in conspicuous locations where they will be readily accessible and immediately available
for use. These locations shall be along normal paths of travel, unless the fxe code official determines that the
hazard posed indicates the need for placement away from normal paths of travel. (IFC 906.8)
16: No point in a building may exceed the maximum exit access travel distance listed in Chapter 10, section 1015, Table
1015.1 of the International Fire Code and international Building Code.
16: Exit hardware and marking shall meet the requirements of the International Fire Code. (IFC Chapter 10)
17: Exits and exit access doors shall be marked by an approved exit sign readily visible from any direction of egress
travel. Access to exits shall be marked by readily visible exit signs in cases where the exit or the 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)
18: Every exit sign and directional exit sign shall have plainly legible letters not less than 8 inches (162 mm) high with
the principal strokes of the letters not less than 0.76 inch (19.1 mm) wide. The word "EXIT" shall have letters having
a width not less than 2 inches (61 mm) wide except the letter "I ", and the minimum spacing between letters shall not be
less than 0.378 inch (9.5 mm). Signs larger than the minimum established in section 1011.6.1 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 1011.8.1)
19: 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)
20: Aisles in sprinklered buildings shall be a minimum of 44 inches (1118 mm) wide. Aisles shall be a minimum of 96 inches
(2438 mm) wide in high -piled storage areas exceeding 2,600 square feet (232 ma) in area, that area accessible to the
public and designated to contain high- hazard commodities. Aisles shall be a minimum of 96 inches (2438 nun) wide in
areas accessible to the public where mechanical stocking methods are used. (IFC 2306.9.1.1)
21: The required aisle width shall extend from floor to ceiling. Rack structural supports and catwalks are allowed to cross
aisles at a minimum height of 6 feet 8 inches (2032 mm) above the finished floor level, provided that such supports do
not interfere with fire department hose stream trajectory. (IFC 2306.9.2)
22: All new sprinkler systems and all modifications to existing sprinkler systems shall have fire department review and
approval of drawings prior to installation or modification. New sprinkler systems and all modifications to sprinkler
systems involving more than 60 heads shall have the written approval of the W.S.R.B., Factory Mutual, Industrial Risk
Insurers Kemper or any other representative designated and/or recognized by the City of Tukwila, prior to submittal to
the Tukwila Fire Prevention Bureau. No sprinkler work shall commence without approved drawings. (City Ordinance #2050)
23: All sprinler system plans, calculations and the contractors Materials and Test Certificates submitted to the Tukwila
Fire Prevention Bureau must be stamped with the appropriate level of competency seal. (WAC 212-80)
24: High -piled combustible storage is combustible materials in closely packed piles more than 12 feet in height or
combustible materials on pallets or in racks more than 12 feet in height. Por certain special- hazard commodities such
as rubber tires, plastics, some flammable liquids, idle pallets, etc., the critical pile height may be as low as 6
feet. (IFC 2302)
26: Maintain minimum 6" longitudinal flue space between back - to-back racks. (NFPA 13- 12.3.1.14.1)
doc: Cond -10/06
D06 -259 Printed: 04- 26.2007
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: httn: / /www.ci.tukwila.wa.us
26: 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 foe proofing, (b) sidewall sprinkler
at the 18 foot elevation of the column, (c) ceiling sprinkler density minimums as determined by the Tukwila Fire
Prevention Bureau. (NFPA 13)
27: Depending on the classification of the commodity being stored and the size of the storage area, smoke vents, small hose
stations and curtain boards may be required by Table 2306.2 of the International Fire Code. Contact the Tukwila Fire
Prevention Bureau for further information.
28: Any overlooked hazardous condition and/or violation of the adopted Fire or Building Codes does not imply approval of
such condition or violation.
29: These plans were reviewed by Inspector 512. If you have any questions, please call Tukwila Fire Prevention Bureau at
(206)575 -4407.
doc: Cond - 10/06
* *continued on next page **
006 -259 Pdnted: 04-26-2007
doe: Cond -10/06
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: htta: / /www.ci.tukwila.wa.us
I hereby certify that I have read these conditions and will comply with them as outlined. 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 provision of any other work or local laws regulating
construction or the performance of work.
Date:
D06 -259 Printed: 04 -26 -2007
CITY OF TUKW!IA
DEPT CF CC: . , 0:'i ::LCrtZNT
63W SW i Fii,LN i ER BLVD.
TUKWILA, WA 98188
PERMIT CONDITIONS
PERMIT CENTER
Parcel No.: 3523049085 Permit Number: X06 -259
Address: 1180 ANDOVER PK W TUKW Status: ISSUED
Suite No: Applied Date: 07/05/2006
Tenant: SEATTLE CHOCOLATES Issue Date: 07/14/2006
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: All rack storage requires a separate permit issued through the City of Tukwila Permit Center. Rack storage over 8 -feet
In height shall be anchored or braced to prevent overtuming or displacement during seismic events. The design and
calculations for the anchorage or bracing shall be prepared by a registered professional engineer licensed in the State
of Washington.
6: There shall be no occupancy of a building until final inspection has been completed and approved by Tukwila building
inspector. No exception.
7: Manufacturers installation instructions shall be available on the job site at the time of inspection.
8: VALIDITY OF PERMIT: The issuance or granting of a permit shall not be construed to be a permit for, or an approval of,
any violation of any of the provisions of the building code or of any other ordinances of the City of Tukwila. Permits
presuming to give authority to violate or cancel the provisions of the code or other ordinances of the City of Tukwila
shall not be valid. The issuance of a permit based on construction documents and other data shall not prevent the
Building Official from requiring the correction of errors in the construction documents and other data.
9: ** *FIRE DEPARTMENT CONDITIONS***
10: The attached set of building plans have been reviewed by the Fire Prevention Bureau and are acceptable with the
following concerns:
11: The total number of fire extinguishers required for an ordinary hazard occupancy with Class A fire hazards is
calculated at one extinguisher for each 1,500 sq. ft. of area. The extinguisher(s) should be of the "All Purpose" (2A,
208:C) dry chemical type. Travel distance to any fire extinguisher must be 75' or less. (IFC 906.3) (NFPA 10, 3 -2.1)
12: Portable fire extinguishers, not housed in cabinets, shall be installed on the hangers or brackets supplied. Hangers or
brackets shall be securely anchored to the mounting surface in accordance with the manufacturer's installation
instructions. Portable fire extinguishers having a gross weight not exceeding 40 pounds (18 kg) shall be installed so
that its top is not more than 5 feet (1524 mm) above the floor. Hand -held portable fire extinguishers having a gross
weight exceeding 40 pounds (18 kg) shall be installed so that its top Is not more than 3.5 feet (1067 mm) above the
floor. The clearance between the floor and the bottom of the installed hand -held extinguishers shall not be less than 4
inches (102 mm). (IFC 906.7 and IFC 906.9)
doc: Conditions
D06 -259 Printed: 07 -14 -2006
13: Fire extinguishers shall not be obstructed or obscured from view. In rooms or areas in which visual obstruction cannot
be completely avoided, means shall be provided to indicate the locations of the extinguishers. (IFC 906.6)
14: Extinguishers shall be located in conspicuous locations where they will be readily accessible and immediately available
for use. These locations shall be along normal paths of travel, unless the fire code official determines that the
hazard posed indicates the need for placement away from normal paths of travel. (IFC 906.5)
15: No point in a building may exceed the maximum exit access travel distance listed in Chapter 10, section 1015, Table
1015.1 of the International Fire Code and International Building Code.
16: Exit hardware and marking shall meet the requirements of the International Fire Code. (IFC Chapter 10)
17: Exits and exit access doors shall be marked by an approved exit sign readily visible from any direction of egress
travel. Access to exits shall be marked by readily visible exit signs in cases where the exit or the 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)
18: 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)
19: 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)
20: Aisles in sprinklered buildings shall be a minimum of 44 inches (1118 mm) wide. Aisles shall be a minimum of 96 inches
(2438 mm) wide in high -piled storage areas exceeding 2,500 square feet (232 m') in area, that area accessible to the
public and designated to contain high- hazard commodities. Aisles shall be a minimum of 96 inches (2438 mm) wide in
areas accessible to the public where mechanical stocking methods are used. (IFC 2306.9.1.1)
21: The required aisle width shall extend from floor to ceiling. Rack structural supports and catwalks are allowed to cross
aisles at a minimum height of 6 feet 8 inches (2032 mm) above the finished floor level, provided that such supports do
not interfere with fire department hose stream trajectory. (IFC 2306.9.2)
22: All new sprinkler systems and all modifications to existing sprinkler systems shall have fire department review and
approval of drawings prior to installation or modification. New sprinkler systems and all modifications to sprinkler
systems involving more than 50 heads shall have the written approval of the W.S.R.B., Factory Mutual, Industrial Risk
Insurers Kemper or any other representative designated and /or recognized by the City of Tukwila, prior to submittal to
the Tukwila Fire Prevention Bureau. No sprinkler work shall commence without approved drawings. (City Ordinance #2050)
23: All sprinkler system plans, calculations and the contractors Materials and Test Certificates submitted to the Tukwila
Fire Prevention Bureau must be stamped with the appropriate level of competency seal. (WAC 212 -80)
24: High -piled combustible storage is combustible materials in closely packed piles more than 12 feet in height or
combustible materials on pallets or in racks more than 12 feet in height. For certain special- hazard commodities such
as rubber tires, plastics, some flammable liquids, idle pallets, etc., the critical pile height may be as low as 6
feet. (IFC 2302)
doc: Conditions
D06 -259 Printed: 07 -14 -2006
25: Maintain minimum 6" longitudinal flue space between back -to -back racks. (NFPA 13- 12.3.1.14.1)
26: Where storage height exceeds 15 feet and ceiling sprinklers only are installed, fire protection by one of the following
methods is required for steel building columns located within racks: (a) one -hour fire proofing, (b) sidewall sprinkler
at the 15 foot elevation of the column, (c) ceiling sprinkler density minimums as determined by the Tukwila Fire
Prevention Bureau. (NFPA 13)
27: Depending on the classification of the commodity being stored and the size of the storage area, smoke vents, small hose
stations and curtain boards may be required by Table 2306.2 of the International Fire Code. Contact the Tukwila Fire
Prevention Bureau for further information.
28: Any overlooked hazardous condition and /or violation of the adopted Fire or Building Codes does not imply approval of
such condition or violation.
29 These plans were reviewed by Inspector 512. If you have any questions, please call Tukwila Fire Prevention Bureau at
(206)575 -4407.
doc: Conditions
**continued on next page **
006 -259 Printed: 07 -14 -2006
I hereby certify that I have read these conditions and will comply with them as outlined. 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 provision of any other work or local laws
regulating construction or the performance of work.
Signature:
doc: Conditions
Print Name: "il �re4s
. `mot on
Date: Z/ / / 6
D06 -259 Printed: 07 -14 -2006
CITY OF TUKWILA
Community Development Department Building Permit No. '7
Public Works Department
Permit Center Mechanical Permit No.
6300 Southcenter Blvd., Suite 100
Tukwila, WA 98188 Plumbing/Gas Permit No.
httol/www.ci.tukwila.wa.us Public Works Permit No.
I SITE LOCATION
Site Address: 11 go ,l / 0ibvc Park w•
Tenant Name: 5PR,7P� C.6 60
Property Owners Name: Th ri I-
Mailing Address: r SO _
Ma • •
i
CONTACT PERSON
Name: 1 h 5 r- fl ry-
Mailing Address: 100 S.W. Cr
' A A.A.
ar
E -Mail Address: ?Sort' So// &- nw kJ•co,n
GENERAL CONTRACTOR INFORMATION -
(Contractor Information for Mechanical (pg 4) for Plumbing and Gas Piping (pg 5) )
Company Name: /tor ti Wed 4 ¶ C •
Mailing Address: /7 .C.
Contact Person:
E-Mail v 0! (Z , JU1�1 /
E -Mail Address: ✓ Sor art son ' r � w h S . rots..
Contractor Registration Number: /VOr �rh C‘ 9-75" T C
ARCHITECT OF RECORD - All plans must be wet stamped by Architect of Record
C
Name:
Mailing Address:
Contact Person:
E-Mail A. • ess:
ENGINEER OF RECORD - All plans must be wet stamped by Engineer of Record
//''
Company Name: 262 rk pits C ;
r ',
Mailing Address: r
Contact Person: 6 7 I
E -Mail Address.
Q:MpplicndonsToni*Apptications On Un0-2006 - Pmmit Appliurion.doc
Revised: 4-2006
bh
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 •
G rAsZtarr
City
Day Telephone.
Fax Number:
Ll/I'f
State
Day Telephone: APC - Pike k' "f Z q 9
City State Zip
FaxNumber: it -#- iet
State
Zip
Zip
*Wavy
Project No.
For of ce use on
King Co Assessor's Tax No.: 3.-5 - ?Oar 0
Suite Number: Floor(
New Tenant: p Yes ❑..No
City State Zip
Day Telephone:, C' se/ c - 4' Pair
Fax Number: y3 C )'4> e 69%
Expiration Date: /e /2 7
Ciry p ante Zip
Day Telephone: 1
1 0 ? ?8 /C
Fax Number: 6 t a c
38/3
Page 1 of 6
BUILDING PERMIT INFORMATION - 206 - 431 -3670
Valuation of Project (contractor's bid price): $ P // 6 J45;,--- Existing Building Valuation: $
Scope of Work (please provide detailed information): jet s/a ((4lYon Cif htt a S' r-ce
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4 r- Cv4,rrcp o f GLtoco/ tekira e S iA 7 I t / S4re ' Ln
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OOM W001 Lt /i.1s, 0or1 AHrG/. rc, )4_o4 P4ase Cdt , r7I '4�l..GCr/s
well KS d wr � S And e6�rta aiv. Cr 7 nc/c. ,tnd day ce�ai �s
Will there be new rack storage? rYes ❑...No (If yes, a separate permit and plan submittal will be required)
Provide All Building Areas in Square Footage Below
4
Number of Parking Stalls Provided: Standard:
Will there be a change in use? ❑ ....Yes
Q:\ApplicNma'amu- Applicatiaa On LineU-2006 - Permit Application.doc
Revised: 4-2006
bh
Compact:
•
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 for accessory dwelling:
*Provide documentation that shows that the principal owner lives in one of the dwellings as his or her primary residence.
Handicap:
If "yes ", explain:
FIRE PROTECTION/HAZARDOUS MATERIALS: / 1 /
Sprinklers ❑..Automatic Fire Alarm ❑..None ..Other (specify) _
Will there be storage or use of flammable, combustible or hazardous materials in the building? ❑..Yes
If "yes", attach list of materials and storage locations on a separate 8 -1/2 x 11 paper indicating quantities and Material Safety Data Sheets.
No
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.
Page 2 of 6
Existing
Interior
Remodel
Addition to
Existing
Structure
New
Type of
Construction
per IBC
Type of
Occupancy per
IBC
1" Floor
ST / oee
(l� / !000
�!
2n Floor
3 Floor
Floors thru
Basement
Accessory Structure'
Attached Garage
Detached Garage
Attached Carport
Detached Carport
Covered Deck
Uncovered Deck
BUILDING PERMIT INFORMATION - 206 - 431 -3670
Valuation of Project (contractor's bid price): $ P // 6 J45;,--- Existing Building Valuation: $
Scope of Work (please provide detailed information): jet s/a ((4lYon Cif htt a S' r-ce
' ckt. o,
4 r- Cv4,rrcp o f GLtoco/ tekira e S iA 7 I t / S4re ' Ln
/ri rdhoard &� mil i A GviceRr p/lroir . Q4ro S/c.r.., t -44.#4 ,/ l o e rire/4onnf
OOM W001 Lt /i.1s, 0or1 AHrG/. rc, )4_o4 P4ase Cdt , r7I '4�l..GCr/s
well KS d wr � S And e6�rta aiv. Cr 7 nc/c. ,tnd day ce�ai �s
Will there be new rack storage? rYes ❑...No (If yes, a separate permit and plan submittal will be required)
Provide All Building Areas in Square Footage Below
4
Number of Parking Stalls Provided: Standard:
Will there be a change in use? ❑ ....Yes
Q:\ApplicNma'amu- Applicatiaa On LineU-2006 - Permit Application.doc
Revised: 4-2006
bh
Compact:
•
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 for accessory dwelling:
*Provide documentation that shows that the principal owner lives in one of the dwellings as his or her primary residence.
Handicap:
If "yes ", explain:
FIRE PROTECTION/HAZARDOUS MATERIALS: / 1 /
Sprinklers ❑..Automatic Fire Alarm ❑..None ..Other (specify) _
Will there be storage or use of flammable, combustible or hazardous materials in the building? ❑..Yes
If "yes", attach list of materials and storage locations on a separate 8 -1/2 x 11 paper indicating quantities and Material Safety Data Sheets.
No
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.
Page 2 of 6
1
PERMIT APPLICATION NOTES — Applicable to all permits in this application
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.
Building and Mechanical Permit
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).
Plumbinv Permit
The Building Official may grant one extension of time for an additional period not exceeding 180 days. The extension shall be requested
in writing and justifiable cause demonstrated. Section 103.4.3 Uniform Plumbing 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 A
Signature:
Print Name: e _ ren. oin
Mailing Address:
Date Application Expires:
DI l o s l
Date Application Accepted:
AGENT:
loci SThu. 7t$ s ue_
r0-ItG JU,
Q: AppticaaeruWoms- Applications On LineU3006 - Permit Applicntion.doc
Revised: 4-2006
M
Date: v t 2 7700
Day Telephone ao& a ' - litre
17a drin 1,41 - moss
City State Zip
Staff Initials: - _ I
Page 6 of 6
Parcel No.:
Address:
Suite No:
Applicant:
Receipt No.: R07 -01314
Initials: JEM
User ID: 1185
Payee:
TRANSACTION LIST:
Type Method Description
doe: Receipt-013
Payment Check 6897
ACCOUNT ITEM LIST:
Description
PLAN CHECK - NONRES
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
3523049085
1180 ANDOVER PK W TUKW
SEATTLE CHOCOLATES
MICHAEL J. SORENSON
Account Code
000/345.830
RECEIPT
Permit Number:
Status:
Applied Date:
Issue Date:
Payment Amount: 858.00
Payment Date: 07/09/2007 12:33 PM
Balance: 30.00
Amount
58.00
Current Pmts
58.00
Total: $58.00
D06 -259
ISSUED
07/05/2006
07/14/2006
0101 07/10 9710 TOTAL 58.00
Printed: 07 -09 -2007
Tukwila
City of Tukwila
6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670
Parcel No.: 3523049085 Permit Number: D06 -259
Address: 1180 ANDOVER PK W TUKW Status: APPROVED
Suite No: Applied Date: 07/05/2006
Applicant: SEATTLE CHOCOLATES Issue Date:
Receipt No.: R06 -01044 Payment Amount: 437.40
Initials: JEM Payment Date: 07/14/2006 01:55 PM
User ID: 1165 Balance: $0.00
Payee: MICHAEL J. SORENSON
TRANSACTION LIST:
Type Method Description
Amount
Payment Check 6722 437.40
ACCOUNT ITEM LIST:
Description
Current Pmts
BUILDING - NONRES
STATE BUILDING SURCHARGE
RECEIPT
Account Code
000/322.100 432.90
000/386.904 4.50
Total: 437.40
7401 07/14 1716 TOTAL. 437.40
doc: Receipt Printed: 07 -14 -2006
City of Tukwila
6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670
Parcel No.: 3523049085 Permit Number: D06-259
Address: 1180 ANDOVER PK W TUKW Status: PENDING
Suite No: Applied Date: 07/05/2006
Applicant: SEATTLE CHOCOLATES Issue Date'
Receipt No.: R06 -00971 Payment Amount: 281.39
Initials: JEM Payment Date: 07/0512006 10:58 AM
User ID: 1165 Balance: $437.40
Payee: KURT D FLUEGGE
TRANSACTION LIST:
Type Method Description
Amount
ACCOUNT ITEM LIST:
Description
Current Pmts
PLAN CHECK - NONRES
RECEIPT
Payment Check 6242 281.39
Account Code
000/345.830 281.39
Total: 281.39
7083 07/05 9716 TOTAL 281.39
doc: Receipt Printed: 07-05 -2008
Parcel No.: 3523049085
Address:
Suite No:
Applicant: SEATTLE CHOCOLATES
Receipt No.: R07 -00690
Initials: JEM
User ID: 1165
Payee:
1180 ANDOVER PK W TUKW
SEATTLE CHOCOLATE COMPANY
TRANSACTION LIST:
Type Method Description
Payment Check 14132
ACCOUNT ITEM LIST:
Description
BUILDING - NONRES
PLAN CHECK - NONRES
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
Account Code
000/322.100
000/345.830
RECEIPT
Permit Number:
Status:
Applied Date:
Issue Date:
Payment Amount:
Payment Date:
Balance:
Amount
536.43
Current Pmts
289.96
246.47
Total: $536.43
D06 -259
ISSUED
07 /0S /2006
07/14/2006
1536.43
04/26/2007 04:34 PM
10.00
7580 04/27 9716 TOTAL 536.43
doc: Recelot -06 Printed: 04-26 -2007
NORTHWEST
r-
e Materla Handling Experts
1100 SW 7th St
Renton, WA 98055
FILE COPY - (425) 255 -0500 ph
(425) 228 -6946 fax
Permit No.
RACK INFORMATION SUPPLEMENT
SITE ADDRESS: 1180 Andover Park W.
TENANT NAME: Seattle Chocolates
DATE: June 27, 2006
APPLICANT: Mike Sorenson / (206) 818-4488
REVIEWED FOR
CODE COMPLIANCE
e nne^vc0
JUL 13 2006
CV
0 I' Of Tukwila
1. Load application and rack configuration drawings attached. RIM ATI��h 11T1iT TnAI
2. Attached plans detail the rack locations, dimensions, and specifications. Attached plans
detail the building /ceiling 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: Chocolate candy individually wrapped in foil and /or paper in cardboard
boxes on wood pallets. Flattened cardboard boxes on wood pallets. Non encapsulated.
6. Sprinkler System Information: .39 GPM / 5600 square feet. 220 sprinklers. System demand:
2550.36 gpm 62.30 psi. Hose allowance: 150 gpm
7. Smoke and heat vents: In place.
8. Building egress and exits indicated on attached drawings.
RECEIVED
CITY OFTUKWILA
JUL 0 5 20nri
PERMITCENTER
PO(r25't
• BY G. OHANIAN
DATE 1 - 07
SUBJECT
RAdK DEp 4N & ENdINEERINt d0.
412 ir pat BROADWAY, OUTTE #204
GALE, DA. 91204
TEL:(818)240 -3810 FAX:(818)240 -3813
STRUCTURAL CALCULATIONS OF STORAGE
RACKS FOR:
SEATTLE CHOCOLATE CO.
1180 ANDOVER PARK WEST
TUKWILA, WA. 98188
PER IBC 2003 EDITION
STORAGE RACKS CAPACITY:
AS SHOWN ON ELEVATIONS
CALCS. 1 THRU 6
DRAWINGS: RD -11729
C� T ILA
JAN 2 3 2007
PERMITCENTER
SHEET NO 1
RD - 11729
JOB NO.
FILE COPY
Perris t No.
M_n �ru
e _
C.
( EXPIRES 12- 26 -07
REVISION NC1
PUP 291
BY, G. GHANIAN
DATE 1 -12 -07
SUBJECT
1
3500 #/ LEVEL
TYPE "A"
96
1
2000 #/ LEVEL
TYPE "C"
TYPE "E"
RAdK DEOIdN Sc ENG41NEERINd do.
412 WEBT BROADWAY, OU1TE #204
LENDALE, CIA. 91204
TEL:(818)240 -3810 FAX:(818)240 -3813
i0
4'
0
4'
n
4'
SIDE VIEW
96"
3500 #/ LEVEL
TYPE "8" & "F"
46" r
2000 #/ LEVEL I
2000 #/ LEVEL
1000 #/ LEVEL
TYPE "D"
.BEAM
1.111d
SIDE VIEW
I =1.84
Fy =50 KSi.
SHEET NO 2
JOB NO. RD -11729
SIDE VIEW
3500 11/ LEVEL +25X. IMPACT
LOAD 1900 jt/ BEAM
M _ 96 "x1.9 = 23 "K
8
S 0 "K = .76<.85
5xWXe "
384x1xxE -.38< 80 = •53"
BY G. OHANIAN
DATE. 1 - 12 - 07
SUBJECT
SFISMIC DESIGN
V S R 4 x W IBC 2003, SEC. 2208
STRESS
1 =1
R =6 DOWN AISLE (MOM. CONN.)
R =4 CROSS AISLE (BRACED)
S05 =.85
W= D.L. +3L.L.
LOAD PER COLUMN
TYPES "A ", "B" & "F"
L.L.= 3
3 3x , K =3.5 K
W =.1 3.5 3.6 K
✓ — .85x1x3.6 = 36 K
wKra*.
6x1.4
✓ — .85x1x3.6 = . 54 K
TRIMS. 4x1.4
TYPE "C"
L.L. =2x 3x2 K =2 K
3 2 coL
W =.1 D.L 2LL 2.1 K
V — .85x1x2.1 = 2 1K
LDKDR. 6x1.4
✓ — .85x1x2.1 = 3 2
TRANS. 4x1.4 •
TYPE "D"
L.L „I (x1K) +(2x2K) =23
W =.1 2.3 2.4 K
V = .85xtx2.4 = 24 K
...T. 6x 1.4 •
✓ — .85x1x2.4 =
MANOR.
4x1.4
M — ,24Kx20" —2'x
COL 2
RACK DEOIdN & ENc#INEERINcI CO.
412 WE BROADWAY, OUTTE #204
LENDALE, OA. 91204
TEL:(818)240 -3810 FA1:(818)240 -3813
S 5 =1.27 (USGS MAP)
Sus =1.27 (EQ. 16 -38)
S us =1—x1.27 =.85 (EQ. 16 -40)
LONGIT SEISMIC
TYPE "E"
. 36K
.21 K
W= .1 D.E + 2 LL 2.1 K
M .21 Kx30" =6"K
L.L.= 2 x .(2x1K) +(2x2K)
• 3 2 coL. 3 2 coL
V = .85xtx2 1 = .21 K
umom 6x1.4
— K
13'K
0
SHEET NO 3
JOB N0. RD -1t729
By G. OHANIAN
DATE 1 -12 -07
SUBJECT
COLUMN ANALYSIS
COLUMN AT "A ", "B"
r
M
COMBINED STRESS RATIO
a aM + M 4f + 2 = .87<1.33
BASE PLATE
ANCH. TENSION -
13-(3.6x3") = 36 x
ANCHOR SHEAR = t = 18 K
(2) -1/2 "N HILTI KWIK BOLT 3 ANCHORS
ESR -1385 OR APPROVED EQUAL. DESIGNED FOR
1/2 STRESS. (NO SPECIAL INSPECTION REQ'D)
COLUMN AT "C ". "D" & "r
TYPE "E"
1 We"
t - .09`
BASE PLATE
ANCH. TENSION = 0
ANCHOR SHEAR = .21 K
Fy =50 Ks'
A =.53
S, =.45
r =1.1
r y =
COMBINED STRESS RATIO
cM0 %IT = .90<1.33
RAdK DEOIdN & ENcINEERINd d0.
412 BROADWAY, MATE 1,204
LENDALE, CIA. 91204
TEL:(818)240 -3810 FAX4818)240 -3813
Fy =50 KsI
A =.78
S =.80
r =1.2
r y 1. 1
1.,
TYPES "C & "D"
1 5/8 " ,
x-
(1)-1/2"0 HILTI KWIK BOLT 3 ANCHOR
ESR -1385 OR APPROVED EQUAL. DESIGNED FOR
1/2 STRESS. (NO SPECIAL INSPECTION REQ'D)
.KI_ 73x1.7_103
rx 1.2
T _TT = 47
Y
M =S •Fb =24 "K
Fy =50 KSi
A =.54
S =.42
r =1.2
r = . 64
Fe= 2 -27
( 31 )
Fn - Fy (1 4Fe )= 26 Ksi
P F xA 21 K
Pa Pn 11
= 1.92 —
.K1 48 = 74
rx _M =68
Y
M = S . Fb =13
`K
2.1 K
SHEET NO 4
JOB NO. RD -11729
7 3/4 "x5 "x3/8"
BASE PLATE
Fe =( K j 2 - 52
f
Fn =Fy (1 4F, )= 38 Ksi
P =F xA= 20 K
Pa 10
a 1.92
3 "x3 "x1 /8"
BASE PLATE
By, G. GHANIAN
DATE 1 -12 -07
SUBJECT
MOMENT AT BEAM CONNECTION
TYPES "A ", "B ", "E" & "F"
7/16 "0 RIVET
A = .1 Fy =79
Va = .1 x79x.4 = 3 K
Ma =3Kx4 "x1.33 = 16 " 2 PIN CONN.
CONN.
MOMENT AT BEAM CONNECTION
TYPES "C" & "D"
1/2 "0 ROD
Va =2.8 K
Ma= 2.8 x4.5"x1.33 = 16 2 PIN CONNECTOR
OVERTURNING
M .54 "x.5x1.15 =119
MR = 3.6 K x44" = 158
NO UPLIFT
LOAD TO DIAGONAL
P= .54 =.57
44
Fy =50 K51
A =.31
r =.48
Q =.74
L= 58"
F = 36 Ksi
F =14
A =.20
Fa= 10.6
P = 3.3 K
CHECK WELDS
1/8" WELD 1.5" LONG EACH SIDE (3" TOTAL)
3x.125x.707x70x.3 = 5.7 K
RAdK DESIUN & EN(tINEERINd do.
412 WEI1' BROADWAY,JITE #204
dLENDALE, dA. 91204
TEL (818)240 -3810 FAB:(818)240 -3813
TOP LEVEL LOADING
M •18Kx2x192 "= 69 'K
Mq 1.3Kx44 " =57 "K
UPLIFT = 69 - 57 — 48 K
42"
SEC. B —B
SHEET NO 5
JOB NO RD 11729
By G. OHANIAN
DATE 1 -12 -07
SUBJECT
LOAD TO DIAGONAL
Kx2 4 _ .88 K
F=36 KSI
A =.45
P .45x36x.6x1.33 =13 88 K
CHECK WELDS
CHECK SLAB
3600 36
1000
3.6x144=518
5 8 =23"
M= (12 ) 2 x12 = 1042 "#
S= 12x6 = 72
6
1042 = 14 <1.6 2000 =72
72
1/8" WELD 2" LONG EACH SIDE (4" TOTAL)
4x.125x.707x70x.3 = 7.4 K
RAdK DEOION & EN(#INEERINd do.
412 WE BROADWAY, QUITE #204
LENDALE, dA. 91204
TEL:(818)240 -2810 FAX:(818)240 -3813
11/
t =.07"
3600
6" CONCRETE SLAB
2000 PSI. CONC.
1000 PSF. SOIL
SHEET NO 6
JOB N0. RD -11729
BY G. OHANIAN
DATE. 6 - 27 - 06
SUBJECT
RAdK DESIdN & ENdINEERINd d0.
412 TEST BROADWAY, SUITE #204
(GGLENDALE, CA. 91204
TE14818)240 -3810 7114818)240 -3813
STRUCTURAL CALCULATIONS OF STORAGE
RACKS FOR: / C O D 0 x^
OM p�N A ti
SEATTLE CHOCOLATE CO. / t' 7trt0
,
TUKWILA, WA. 98188 p Gjh/
wd
/5! !N
PER IBC 2003 EDITION
STORAGE RACKS CAPACITY:
1180 ANDOVER PARK WEST
3500 # / LEVEL
CALCS. 1 THRU 4
DRAWINGS: RD -11064
EXPIRES 12 -26 -07
FILE copy
Permit No.
SHEET 140. 1
JOB 140. RD - 11064
RECEIVED
CITY 0FTUKWILA
JUL 0 5 2006
PBIMITCENTER
By G. OHANIAN
DATE. 6 -27 -06
SUBJECT
BEAM
M= 96 "x1.9, =23•K
8
S •K = .76<.85
A= 5xWxL
384x1, xE .38 "< 180
W =D.L.+ 2 L.L
TYPE "A"
LOAD PER COLUMN
L.L. = 2 x 3x . K - 3.5 K
W =.1 3.5 3.6 K
V _ .85x1 x3.6 _
LOWE 6x1.4
V _ .85xix3.6 = 5 ,0
um?. 4x1.4
RACK DESIGN & ENdINEERINO do.
412 WEST BROADYSY, OUTTE #204
LENDALE, the 91204
TEL:(810240 -3810 BA%018)240 -3813
TYPE "B"
3500 #/ LEVEL+25% IMPACT
LOAD 1900 #/ BEAM
I, =1.84
S, =.85
Fy= 50 x51.
SEISMIC DESIGN
V= RX� .4
W IBC 2003. SEC. 2208 S =1.27 (USGS MAP)
I =1
ST RE S S D S =1.27 (EQ. 16 -38)
R =6 DOWN AISLE (MOM. CONN.) S DS = 3x =.85 (E0. 16 -40)
R =4 CROSS AISLE (BRACED)
S =.85
LONGIT SEISMIQ
.36 K
13'K
SIDE VIEW
SHEET NO 2
JOB NO RD -11064
BY G. OHANIAN
DATE 6 -27 -06
SUBJECT —
COLUMN ANALYSIS
1,
x-
3"
t
JJ
COMBINED STRESS RATIO
pp- x+11 = . 87<1.33
RACK DESIdN & ENdINEERINd CO.
412 WET BROADWAY, PITE #204
LENDALE, CIA. 91204
TEL:(818)240 -3810 FA%:(818)240 -8813
Fy =50 KSI
A =.78
S =.80
r =1.2
r =1.1
BASE PLATE
ANCH. TENSION = 13—(3.6x3") _ 36 K
ANCHOR SHEAR = _ _ 18 K
(2) -1/2 "0 HILTI KWIK BOLT 3 ANCHORS
ESR -1385 OR APPROVED EQUAL. DESIGNED FOR
1/2 STRESS. (NO SPECIAL INSPECTION RED
MOMENT AT BEAM CONNECTION
7/16 "0 RIVET
A =.1 Fy =79 KSI
Va = .1 x79x.4 3
Ma = 3Kx4 "x1.33 = 16 .K 2 PIN CONN.
CONN.
= —103
y =B.= 47
M =S 4=24
K
11.5
•
Fe = — 27
(
r
F„ =Fy(1— 4 ) =26
P„ =F 21 K
p a = 19 11 K
36 K 13 " /
SHEET 140 3
JOB NO. RD -11064
7 3/4 "x5 "x3/8"
BASE PLATE
BY G. OHANIAN
DATE 6 - 27 - 06
SUBJECT -
OVERTURNING
= .54 "x.5x1.15 =119'K
M
MR = 3.6 K x44" = 158 "K
NO UPLIFT
LOAD TO DIAGONAL
P= .54 . =.57
44
Fy =50 KSI
A =.31
r =.48
Q =.74
L= 58"
CHECK SLAB
3600 3.6 °'
1000
=23"
Fa= 10.6
P = 3.3 K
CHECK WELDS
1/8" WELD 1.5" LONG EACH SIDE (3" TOTAL)
3x.125x.707x70x.3 = 5.7 K
3.6x144=518 0 "
M= (1 )x1000x 2 x12 =1042 "4
S _ 12x6 = 72
6
1042 — 14 <1.6 V2000 =72
72
RAdK DEOI(#N & EN(INEERINd do.
412 WE BROADWAY, OUFTE #204
4LENDALE, dA. 91204
TEL:(818)240 -3810 FAS:(818)240 -3813
UPLIFT= 6 =.28 K
TOP LEVEL 1 OADING
M .18Kx2x192 "= 69 ' K
MR =1.3 Kx44 "= 57 .K
3600 /
sFC. R —H
11.5'
6' CONCRETE SLAB
2000 PSI. CONC.
1000 PSF. SOIL
SHEET NO 4
JOB NO. RD -11064
06-04 -2007
MIKE SORENSON
1100SW7ST
RENTON WA 98055
RE: Permit No. D06 -259
1180 ANDOVER PK W TUKW
Dear Permit Holder:
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 and/or the International Mechanical Code, every permit issued by the Building Division under the
provisions of this code shall expire by limitation and become null and void if the building or work authorized by such permit is not
commenced within 180 days from the date of such permit, or if the building or work authorized by such permit is suspended or
abandoned at any time after the work is commenced for a period of 180 days.
Based on the above, you are hereby advised to:
Call the City of Tukwila Inspection Request Line at 206 - 431 -2451 to schedule for the next or final inspection.
This inspection is intended to determine if substantial work has been accomplished since issuance of the permit or Last inspection; or if
the project should be considered abandoned.
If such determination is made, the Building Code does allow the Building Official to approve one or more extensions of time for
additional periods not exceeding 90 days each. Extension requests past be in writinr and provide satisfactory reasons why
circumstances beyond the applicants control have prevented action from being taken.
In the event you do not call for the above inspection and receive an extension prior to 07/10/2007 , 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,
fer Marshall,
Pennit Technician
xc: Permit File No. D06-259
Steven M. Mullet, Mayor
Department of Community Development Steve Lancaster, Director
6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206- 431 -3670 • Fax: 206-431-3665
12 -06 -2006
MIKE SORENSON
1100SW7ST
RENTON WA 98055
RE: Permit No. D06 -259
1180 ANDOVER PK W TUKW
Dear Permit Holder:
City of Tukwila
Steven M Mullet, Mayor
Department of Community Development Steve Lancaster, 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 and/or the International Mechanical Code, every permit issued by the Building Division under the
provisions of this code shall expire by limitation and become null and void if the building or work authorized by such permit is not
commenced within I80 days from the date of such permit, or if the building or work authorized by such permit is suspended or
abandoned at any time after the work is commenced for a period of 180 days.
Based on the above, you are hereby advised to:
Call the City of Tukwila Inspection Request Line at 206 -431 -2451 to schedule for the next or final inspection.
This inspection is intended to determine if substantial work has been accomplished since issuance of the permit or last inspection; or if
the project should be considered abandoned.
If such determination is made, the Building Code does allow the Building Official to approve one or more extensions of time for
additional periods not exceeding 90 days each. Extension requests must be in writing. and provide satisfactory reasons why
circumstances beyond the applicants control have prevented action from being taken.
In the event you do not call for the above inspection and receive an extension prior to 01/10/2007 , 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,
rshall,
Permit Teetmician
At4itvi
xc: Permit File No. D06 -259
6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 -431 -3670 • Fax: 206 -431 -3665
January 12, 2007
Mike Sorenson
Northwest Handling Systems, Inc.
1100 SW 7 St
Renton WA 98057
RE: Request for Extension
Development Permit No. D06 -259
Seattle Chocolates —1180 Andover Pk W
Dear Sorenson:
This letter is in response to your written request for an extension to Permit No. D06 -259. The Building
Official has reviewed your letter and considered your request to extend the above referenced permit. The
City of Tukwila Building Division will be extending the expiration date of your permit for an additional
180 days (through July 10, 2007).
If you should have any questions, please contact our office at (206) 431 -3670.
Sincerely,
Je fifer
T
Akov444
arshall
clinician
File: Permit No. D06 -259
City of Tukwila Steven M. Mullet, Mayor
Department of Community Development Steve Lancaster, Director
P:Vennifet'P.xtension 1<tten\PemiimVN16 -259 Permit Extension.doc
jem
Page 1 of 1
6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206- 431 -3670 • Fax: 206- 431 -3665
4252286946 NW HANDLING SYS
1100 S. W, 7'" St Renton, WA 98057 Phone: 425-255-0500 xtn. 112 Fax: 425 -228 -6946 800 - 426 -3888
Msoronsonanwhs.com
www.nwhtcom
Jennifer Marshall
City of Tukwila Bldg. Dept.
To:
Co:
CC:
Fax; 206- 431 -3665
Re:
006 -259 / Seattle Chocolates
Hi Jennifer- Hope all is well with you. This rack project is still alive and kicking. They
have changed warehouse managers and have modified the layout. I plan to submit the
revised layout plans to The City next week. t hope to have the revision in by the
deadline but might not make it. Will this request suffice for an extension on this
permit? Thanks.
RECEIVED 01-05-'07 09:01 FROM- 4252286946
Fax Cover
292 P01 JAN 05 '07 09:08
TY 11A
JAN O5204-
PEFaiinara
From: Mike Sorenson
Co: NW Handling Systems
Fax: (425)228 -6946
Date: 1/5/2007
Total Pages: 2
eitiaefrai Giet
/8o der
01-67-0
610 ot. to • o1-
Grr 17 • ID, i
TO- c P001/002
` ;- ► ; ; ;;I Q COORD COPY
PLAN REVIEW /ROUTING SLIP
ACTIVITY NUMBER: D06 -259 DATE: 07 -3 -07
PROJECT NAME: SEATTLE CHOCOLATES
SITE ADDRESS: 1180 ANDOVER PK W
Original Plan Submittal Response to Incomplete Letter #_
Response to Correction Letter #,
X Revision # 2 After Permit Issued
DEPARTMENTS:
di ng D ivis si i o n
Public Works ❑
DETERMINATION COMPLETENESS: (Tues., Thurs.) DUE DATE: 07 -5 -07
Complete
TUESITHURS ROIUTING:
Please Route
Documents/routing slip.doc
2 -28-02
NI 011
Fire Prevention
Structural ❑ Permit Coordinator
Incomplete
Structural Review Required
Planning Division
Not Applicable
Comments:
X
Permit Center Use Only
INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED:
Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials:
❑ No further Review Required
REVIEWER'S INITIALS: DATE:
APPROVALS OR CORRECTIONS: DUE DATE: 08 -2 -07
Approved ❑ Approved with Conditions d Not Approved (attach comments) ❑
Notation:
REVIEWER'S INITIALS: DATE:
Penult Center Use Only
CORRECTION LETTER MAILED:
Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials:
ACTIVITY NUMBER: D06 -259 DATE: 01 -23 -07
PROJECT NAME: SEATTLE CHOCOLATES
SITE ADDRESS: 1180 ANDOVER PK W
Original Plan Submittal
Response to Correction Letter #
Response to Incomplete Letter #
X Revision # 1 After Permit Issued
DEPARTMENTS:
Bu d'g
Public Works
DETERMINATION OF COMPLETENESS: (Tues., Thurs.)
Complete
Comments:
Approved
Notation:
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 ❑ No further Review Required
DATE:
Documents/routing sl ip.doc
2.28 -02
PERMIT COORD COPY
PLAN REVIEW /ROUTING SLIP
REVIEWER'S INITIALS:
APPROVALS OR CORRECTIONS:
REVIEWER'S INITIALS:
6I( kit 14
Fire Prevention
Structural
Incomplete ❑
Approved with Conditions❑
DATE:
Planning Division
❑ Permit Coordinator ❑
DUE DATE: 01 -25-07
Not Applicable ❑
DUE DATE: 02-22-07
Not Approved (attach comments) ❑
Permit Center Use Only
CORRECTION LETTER MAILED:
Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials:
ACTIVITY NUMBER: D06 -259 DATE: 07 -05 -06
PROJECT NAME: SEATTLE CHOCOLATES
SITE ADDRESS: 1180 ANDOVER PK W
X Original Plan Submittal Response to Incomplete Letter #
Response to Correction Letter # Revision # After Permit Issued
DEPARTMENTS:
it UG 1
Bu 'tng Division
Public Works ❑
DETERMINATION OF COMPLETENESS: (Tues., Thurs.)
Complete
Comments:
APPROVALS OR CORRECTIONS:
Approved ❑
Notation:
REVIEWER'S INITIALS:
Documentsfrouting slip.doc
2-28-02
PERMIT COORD COPY
PLAN REVIEW /ROUTING SLIP
612 14W(
Fire Prevention
Structural
Incomplete ❑
Planning Division
❑ Permit Coordinator ❑
DUE DATE: 07-06-06
Not Applicable ❑
Permit Center Use Only
INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED:
Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials:
TUES/THURS ROUT)NG:
Please Route 12 Structural Review Required
REVIEWER'S INITIALS:
Approved with Conditions
No further Review Required
DATE:
DATE:
DUE DATE: 08-03-06
Not Approved (attach comments) E
Permit Center Use Only
CORRECTION LETTER MAILED:
Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials:
REVISION
NO.
DATE RECEIVED
STAFF
INITIALS
ISSUED DATE
STAFF
INITIALS
STAFF
INITIALS
STAFF
INITIALS
2
D
)
Summary of Revision:
Received by:
Received by:
REVISION
NO.
DATE RECEIVED
STAFF
INITIALS
ISSUED DATE
STAFF
INITIALS
STAFF
INITIALS
STAFF
INITIALS
2
D
)
Summary of Revision:
Received by:
REVISION
NO.
DATE RECEIVED
STAFF
INITIALS
ISSUED DATE
STAFF
INITIALS
STAFF
INITIALS
STAFF
INITIALS
2
D
)
Summary of Revision:
Received by:
REVISION
NO.
DATE
RECEIVED
STAFF
INITIALS
ISSUED DATE
STAFF
INITIALS
STAFF
INITIALS
2
D
)
01
��,,,
Summary of Revision: 1 Nfd ,4e-i.
2
Summary of Revision:
V
Received by: ,flay al t 0 ,, q S on
Received by:/t1 Ike .
t'evtXon
REVISION
NO.
DATE RECEIVED
STAFF
INITIALS
STAFF
INITIALS
ISSUED DATE
STAFF
INITIALS
I
Ot -it
\J tVv.
Received by:
Summary of Revision: 1 Nfd ,4e-i.
2
cyl/o PE P: = WOW,.
Received by: ,flay al t 0 ,, q S on
REVISION
NO.
DATE RECEIVED
STAFF
INITIALS
ISSUED DATE
STAFF
INITIALS
Summary of Revision:
Received by:
PROJECT NAME: Lk1 l ('kb pt„Al % PERMIT NO: e- 2c
SITE ADDRESS: I I $O 'now ORIGINAL ISSUE DATE: al- - (4t . G1
REVISION LOG
(please print)
(please print)
(please print)
(please print)
(please print)
»
City of Tukwila
Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through
the mail, fax, eta
Date: 1/2/0 7 Plan ChecWPermlt Number: 1 O 6 - r''
❑ Response to Incomplete Letter # _
❑ Response to Correction Letter #
a Revision # ER- after Permit is Issued
❑ Revision requested by a City Building Inspector or Plans Examiner
Project Name: cia- e- aocO to f.2. 5
Project Address: 1(gD .f- nJ,vcr ark il/'•
Contact Person: Mike- $'rol SOn Phone Number:,206 - Sl8 ewes-
Summary of Revision: ine r 1TaS t n Pack G� llo.O f On / citccniyf 5
rn r'ar cc Sp4- ;(e'rcr lft
? 4rnsr'q» /e-ny no Nn // r \
art-,;
(rod CA
:red Cred ,n rot rlrs. ✓
Sheet Number(s):
"Cloud" or highlight all areas of revision including date of • revision
Received at the City of Tukwila Permit Center by: QD
Entered in Permits Plus on 7 —,)---01
lappbcabonsVonns- applications on Ime4evisron submittal
Created: 8 -13 -2004
Revised:
Department of Community Development
6300 Southcenter Boulevard, Suite #100
Tukwila, Washington 98188
Phone: 206-431-3670
Fax: 206 -431 -3665
Web site: http: / /www.cr.rukwrla.wa.us
Steven M Mullet, Mayor
Steve Lancaster, Director
HECEIVEU
1Of T UKWItA
2007
PERMIT CENTER
Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through
the mail, fax, etc.
Date: 1 /3 3 1 T Plan Cbeck/Permit Number: 1)0 6 a5
❑ Response to Incomplete Letter 11
❑ Response to Correction Letter #
Revision # / after Permit is Issued
❑ Revision requested by a City Building Inspector or Plans Examiner
5 -atett-24- co toic _S
Project Name:
Project Address: jl (6 Arzeover P* it/.
Contact Person: Pti/cc Jprexsc.: Phone Number: X6-ere- VtlP's
Summary of Revision: / ..-Gaa445nr eiCC.t`ated A 2 9 2 4 70 t e V than u r ' t —
or� /44( rttCre/.cv, ® /e; S1 wi re./ /ay7SS T . Cvisn'�clC ier'inann
a 4 ate,
J
VMMknDkui c,► &( 't , ttc 1- Cv t1200 2 ov cram)
Sheet Number(s):
"Cloud" or highlight all areas of revision including date of revision
Received at the City of Tukwila Permit Center by
Entered in Permits Plus on 41 14 o
Vppl wdaonsVomu- pplicauonsonhna cvjrionsubmmal
Created: 8-13-2004
Revised
irs
City of Tukwila
Department of Community Development
6300 Southcenter Boulevard, Suite #100
Tukwila, Washington 98188
Phone: 206-431-3670
Fax: 206431 -3665
Web site: http: //www.cl.takwtla.waus
Ai
Steven M Mullet, Mayor
Steve Lancaster, Director
RECEIVE
232007
PERMIT CENTEr
License Information
License
NORTHWH275JF
Licensee Name
NORTH WEST HANDLING SYS MC
Licensee Type
CONSTRUCTION CONTRACTOR
UBI
600051641
Ind. Ins. Account Id
32999900
Business Type
CORPORATION
Address 1
1100 SW 7TH ST
Address 2
City
RENTON
County
KING
State
WA
Zip
980552939
Phone
4252550500
Status
ACTIVE
Specialty 1
GENERAL
Specialty 2
UNUSED
Effective Date
4/6/1973
Expiration Date
10/9/2007
Suspend Date
Separation Date
Parent Company
Previous License
Next License
NORTHHS963ND
Associated License
Bond Information
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
01/01/1980
$12,000.00
10/09/2001
Business Owner Information
Name
Role
Effective Date
Expiration Date
FRANCK, JAMES J
01/01/1980
THOMAS, KEVIN A
01/01/1980
KOSTY, CLARK R
01/01/1980
Look Up a Contractor, Electric : an or Plumber License Detail
%
Washington State Department of Labor and Industries
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.
Page 1 of 3
https: // fort ress. wa. gov /Ini/bbip/ printer .aspx?License= NORTHWH275JF 07/14/2006
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