HomeMy WebLinkAboutPermit D07-002 - SHOW POINT LOGISTICS - STORAGE RACKSSHOW POINT LOGISTICS
12610 INTERURBAN AV S
D07 -002
City of Tukwila
Parcel No.: 0004800003
Address: 12610 INTERURBAN AV S TUKW
Suite No:
Tenant:
Name: SHOW POINT LOGISTICS
Address: 12610 INTERURBAN AV S , TUKWILA WA
Contact Person:
Name: RICH FISHER
Address: 18715 EAST VALLEY HY , KENT WA 98032
Phone: 425 2644813
Contractor:
Name: DACO CORPORATION
Address: 18715E VALLEY HY , KENT, WA 98032
Phone: 425 -656 -4505
Contractor License No: DACOC * *012NC
doc: IBC-10/06
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
DEVELOPMENT PERMIT
Owner:
Name: GATEWAY OLYMPIA INC
Address: C/0 MCELROY GEORGE & ASSOC , 3131 S VAUGHN WAY #301 80014
Phone:
Permit Number: D07 -002
Issue Date: 02/22/2007
Permit Expires On: 08/21/2007
* *continued on next page **
Expiration Date: 05/01/2008
DESCRIPTION OF WORK:
SUPPLY AND INSTALL NEW SELECTIVE STYLE STANDARD PALLET RACK IN EXISTING WAREHOUSE.
Steven M. Mullet, Mayor
Steve Lancaster, Director
Value of Construction: $0.00 Fees Collected: $432.35
Type of Fire Protection: SPRINKLERS International Building Code Edition: 2003
Type of Construction: Occupancy per IBC: 0024
D07 -002 Printed: 02 -22 -2007
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 Signatur
I hereby certify that I have read an
governing this work will be complie
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
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.
7
�d`�7
•
Signature: Date:
Print Name: C C if— f" 4 Al
doc: IBC -10/06
Permit Number: D07 -002
Issue Date: 02/22/2007
Permit Expires On: 08/21/2007
Date: c-lu- 1'o
Steven
M. Mullet, Mayor
Steve Lancaster, Director
permit and know the same to be true and correct. All provisions of law and ordinances
er 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.
007 -002 Printed: 02 - 22 - 2007
Parcel No.: 0004800003
Address:
Suite No:
Tenant:
12610 INTERURBAN AV S TUKW
SHOW POINT LOGISTICS
1: ** *FIRE DEPARTMENT CONDITIONS * **
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
PERMIT CONDITIONS
Permit Number:
Status:
Applied Date:
Issue Date:
D07 -002
ISSUED
01/02/2007
02/22/2007
2: The attached set of building plans have been reviewed by the Fire Prevention Bureau and are acceptable with the
following concerns:
3: The total number of fire extinguishers required for an extra hazard occupancy with Class A fire hazards is calculated
at one extinguisher for each 1,000 sq. ft. of area. The extinguisher(s) should be of the "all purpose" (4A 40 B:C) dry
chemical type. The travel distance to any extinguisher must be 75' or less. (IFC 906.3) (NFPA 10, 3-2.1)
4: 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)
5: 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)
6: 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. (IF'C 906.5)
7: Fire extinguishers require monthly and yearly inspections. They must have a tag or label securely attached that
indicates the month and year that the inspection was performed and shall identify the company or person performing the
service. Every six years stored pressure extinguishers shall be emptied and subjected to the applicable recharge
procedures. If the required monthly and yearly inspections of the fire extinguisher(s) are not accomplished or the
inspection tag is not completed, a reputable fire extinguisher service company will be required to conduct these
required surveys. (NFPA 10, 4-3, 4-4)
8: Egress doors shall be readily openable from the egress side without the use of a key or special knowledge or effort.
(IFC 1008.1.8.3 subsection 2.2)
9: Dead bolts are not allowed on auxiliary exit doors unless the dead bolt is automatically retracted when the door handle
is engaged from inside the tenant space. (IFC Chapter 10)
10: Door handles, pulls, latches, locks and other operating devices on doors required to be accessible by Chapter 11 of the
International Building Code shall not require tight grasping, tight pinching or twisting of the wrist to operate. (IFC
1008.1.8.1)
11: Exit hardware and marking shall meet the requirements of the International Fire Code. (IFC Chapter 10)
12: 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
doc: Cond -10/06 007 -002 Printed: 02 -22 -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
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)
13: 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)
14: 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)
15: Means of egress, including the exit discharge, shall be illuminated at all times the building space served by the means
of egress is occupied. The means of egress illumination level shall not be less than 1 foot - candle (11 lux) at the
floor level. The power supply for the means of egress illumination shall normally be provided by the premise's
electrical supply. In event of a power failure an emergency power system shall provide power for a duration of not less
than 90 minutes and shall consist of storage batteries, unit equipment or on -site generator. (IFC 1006.1, 1006.2,
1006.3)
16: Maintain sprinkler coverage per N.F.P.A. 13. Addition/relocation of walls, closets or partitions may require relocating
and/or adding sprinkler heads. (IFC 901.4)
17: Sprinklers shall be installed under fixed obstructions over 4 feet (1.2 m) wide such as ducts, decks, open grate
flooring, cutting tables, shelves and overhead doors. (NFPA 13- 8.6.5.3.3)
18: 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)
19: All electrical work and equipment shall conform strictly to the standards of the National Electrical Code. (NFPA 70)
20: Computer equipment to be stored no higher than 6 ft. from the floor.
21: Nominal 6" transverse flue spaces between loads and at rack uprights shall be maintained in single row, double row, and
multiple row racks. Random variations in the width of flue spaces or in their vertical alignment shall be permitted.
(NFPA 13- 12.3.1.13)
22: Maintain minimum 6" longitudinal flue space between back -to -back racks. (NFPA 13- 12.3.1.14.1)
23: Where storage height exceeds 16 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)
doc: Cond -10/06 007 -002 Printed: 02 -22 -2007
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
* *continued on next page **
24: Storage shall be maintained 2 feet or more below the ceiling in nonsprinklered areas of buildings or a minimum of 18
inches below sprinkler head deflectors in sprinklered areas of buildings. (1 PC 315.2.1)
25: Contact The Tukwila Fire Prevention Bureau to witness all required inspections and tests. (City Ordinances #2050 and
#2051)
26: Any overlooked hazardous condition and/or violation of the adopted Fire or Building Codes does not imply approval of
such condition or violation.
27: These plans were reviewed by Inspector 511. If you have any questions, please call Tukwila Fire Prevention Bureau at
(206)576 -4407.
28: ** *BUILDING DEPARTMENT CONDITIONS * **
29: No changes shall be made to the approved plans unless approved by the design professional in responsible charge and the
Building Official.
30: 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.
31: 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.
32: 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.
D07 -002 Printed: 02 -22 -2007
Print Name:
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
I hereby certify that I have read these conditions and will comply with them as outlined. All provisions of law and
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
construction or the performance of work.
Signature: Date: c a- -/ 7
doc: Cond -10/06 D07 -002
ordinances governing
or local laws regulating
Printed: 02 -22 -2007
Site Address:
Tenant Name:
Company Name:
Mailing Address:
Contact Person:
E -Mail Address:
Company Name:
Mailing Address:
Contact Person:
E -Mail Address:
CITY OF TUKWILA
Community Development Department
Public Works Department
Permit Center
6300 Southcenter Blvd., Suite 100
Tukwila, WA 98188
http://wwwatukwila.wa.us
Name: A CI -I P55 sf, ?i2
Mailing Address: / p 7/ S E . 1J �� ��,,
E -Mail Address: I� l L'� v £OQ P , (Qm
Company Name: CNL P02 -ATI QIN
Mailing Address: ( 7/C .. VA-1 -4. /.../-44.J4
Contact Person: i [ 4i l`-- / � S " A ze- z
P jt
E -Mail Address: yG2 l >4 O P. Coy.,
Contractor Registration Number: DA-CDC—AD AD (d NCB
A/ /4
G ' - z k i c9/4 -Aj/
610 01 1O tS - 7 C .401- -CO v1
Q:\Appliations\Porms- Applications On Lin&3 -2006 - Permit Appliation.doc
Revised: 9 -2006
bh
Building-Per
Mechanical Permit No
Plumbing/Gas Permit
Public Works Permit No;
Project Nc�
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 **
Kin Co Assessor's Tax No.: OO — 00 0 5
/0 /AU i ee- V 2 N /4 lei SUUTA. Suite Number: /0 0 Floor: I
S /4-(714) PO //■+T I CMG /S - 7 - i Cs. New Tenant: .... Yes
State
Property Owners Name: £LE Prr :t e 4,2C-6, Gvte—m
Mailing Address: /660e, <ta% 7 /14 CA./ •4 12/pp
City
State
�..No
Zip
CONTACT PERSON — who do we contact when your permit is ready to be issued
Day Telephone: % L .. 4 S'-4i;/ 3
se tAi � " O3' )-
City State Zip
Fax Number: aS3 — > •CO Si 3
GENERAL CONTRACTOR INFORMATION - .
(Contractor Information for Mechanical (pg 4) for Plumbing and Gas Piping (pg 5))
,e ,1 w 4-
City State
Day Telephone: t/�S`— 04 —lie/ 3
Fax Number: .P-S - TrC H - / - 90 e(
Expiration Date: C _1
o ex.
Zip
ARCHITECT.OF " .RECORD . -' All plans must be wet stamped by Architect of Recor
Zip
City
Day Telephone:
Fax Number:
All plans must be wet stamped by Engineer of Recor
4 41,1 (k e/zo bethA ) S r Wav y Gat itYr b4 .L '- t),4 '?/- "/
City State Zip
Day Telephone:(8'lgL)J/O • 3$/0
Fax Number: ( Y / > • 32 / 3
Page 1 of 6
Valuation of Project (contractor's bid price): $ / 0_, �t# 6 D Existing Building Valuation: $ /?9
Scope of Work (please provide detailed information): 5 (, P P L-4 /A- S T4-z— A r 4
�Z �C Y ► V e S T 9 Le' S T st-• reet-G.k - t '
3c t S 'r N (.V 4IZ &'. ,Ecru 5 - ,
Will there be new rack storage? 1Z L... Yes
Q:\Applications\Forrns- Applications On Line\3 -2006 - Permit Application.doc
Revised: 9 -2006
bh
❑ .. No If yes, a separate permit and plan submittal will be required.
'rovide "All Building Areas;;"
2/0 sst Fr
PLANNING DIVISION: ,tj /,g-
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:
*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:
Floor area of accessory dwelling:
FIRE PROTECTION/HAZARDOUS MATERIALS:
g Sprinklers ❑ Automatic Fire Alarm .15`, None ❑ Other (specify) A..10
Will there be storage or use of flammable, combustible or hazardous materials in the building? ❑ Yes No
If `yes', attach list of materials and storage locations on a separate 8 -1/2" x 11 " paper including quantities and Material Safety ata 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.
Page 2 of 6
Fixture Type:
Qty
Fixture' Type: ....
Qty
. fixture Type:
Qty
" Fixture Type:
Bathtub or combination
bath/shower
Drinking fountain or wa '
cooler (per head)
h fountain
Gas piping outlets
Bidet
Food -waste grinder, ; '
commercial
Rece or, indirect
waste
Clothes washer, domestic
Floor drain
Sinks
Dental unit, cuspidor
Shower, single : ead trap
Urinals
Dishwasher, domestic,
with independent drain
Lavatory
Water Closet
Building sewer or trailer
park sewer
Rain wate system — per
drain (' de building)
Water heater an r ''
vent
Additional medical gas
inlets/outlets — six or more
Industrial waste
pretreatment interceptor,
including its trap and vent,
except for kitchen type
grease interceptors
Repai ;r alteration of water
pipi _ and/or water treating
eq •ment
Repair or alteration
of drainage or vent
piping
Medical gas piping system
serving one to five
inlets/outlets for specific gas
PLUMBING AND GAS PIPING CONTRACTOR INFORMATION
Company Name:
Mailing Address:
City
Contact Person: Day Telephone:
E -Mail Address: Fax Number:
Contractor Registration Number: Expiration Date:
Valuation of Plumbing wor ontractor's bid price): $
Valuation of Gas Piping work (c . < actor's bid price): $
Scope of Work (please provide detai information):
Building Use (per Intl Building Code):
Occupancy (per Int'l Building Code):
Utility Purveyor: Water: Sewer:
Indicate type of plumbing fixtures and/or gas piping outlets
Q:\Applications\Forms- Applications On Line\3 -2006 -Permit Application.doc
Revised: 9 -2006
bh
installed and the quantity below:
State
Zip
Page 5 of 6
PERMIT APPLICATION NOT — 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.
Signature:
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).
Plumbing 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 AUTHORIZED AGENT:
Print Name: 04
Mailing Address: 9 ,r)-> 4-Lv a-thh AN) P /v
Date Application Expires: 04 Ga 4
Date Application Accepted: 01 6 crij
Q:UpplicationsWorms- Applications On Line\3 -2006 - Permit Appliation.doc
Revised: 9-2006
bh
Date: /d7a -7 JO G
Day Telephone: 4 t , -S V-- ei ro
l< &ri-f t-1,4 rot
City
State Zip
Staff Initials: ,�
Page 6 of 6
i
Receipt No.: R07 -00264
Initials: JEM
User ID: 1165
Payee: DACO CORPORATION
TRANSACTION LIST:
Type Method Description
ACCOUNT ITEM LIST:
Description
BUILDING - NONRES
STATE BUILDING SURCHARGE
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
RECEIPT
Parcel No.: 0004800003 Permit Number: D07 -002
Address: 12610 INTERURBAN AV S TUKW Status: APPROVED
Suite No: Applied Date: 01/02/2007
Applicant: SHOW POINT LOGISTICS Issue Date:
Amount
Payment Check 126412 263.80
Account Code Current Pmts
000/322.100 259.30
000/386.904 4.50
Total: $263.80
Payment Amount: $263.80
Payment Date: 02/22 /2007 12:20 PM
Balance: $0.00
_.._ , /4.I a..
dor.• RPrtint -0R Printadc 112 -92 -2007
Payee: DACO CORPORATION
ACCOUNT ITEM LIST:
Description
doc: Receiot -06
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
RECEIPT
Parcel No.: 0004800003 Permit Number: DO7-002
Address: 12610 INTERURBAN AV S TUKW Status: PENDING
Suite No: Applied Date: 01/02/2007
Applicant: SHOW POINT LOGISTICS Issue Date:
Receipt No.: R07 -00007 Payment Amount: $168.55
Initials: JEM Payment Date: 01/02/2007 12:57 PM
User ID: 1165 Balance: $263.80
TRANSACTION LIST:
Type Method Description Amount
Payment Check 126152 168.55
Account Code Current Pmts
000/345.830 168.55
Total: $168.55
•
3331 01/02 971 TOTAL 168.55
Printed: 01-02 -2007
•
Project
1 i,
Type of Inspection:
-digI
Address: /
/
Date Called:
Date Wanted: ^�
--in
Special Instructions:
V971
70 -
3 -1 Z--
p.m.
Requester: '
(/I
Phone' No:
Z6' -- 4 .
lS`<`
INSPECTION NO.
CITY OF TUKWILA BUILDING DIVISION
6300 Southcenter Blvd., #100, Tukwila, WA 98188
INSPECTION RECORD
Retain a copy with permit
j
KAp proved per applicable codes. Corrections required prior to approval.
COMMENTS:
(9
ri $58.00 REINSPECTION F REQUIRED. Prior to inspection, fee must be
paid at 6300 Southcenter Blvd., Suite 100. Call to sechedule reinspection.
(Receipt No.:
'Date:
Project: Sh 0 w fc,,,i. /05 ; s4).4 s
Type of Inspection:
Address: } za I p T , ' � x ,N, b,
Suite #:
Ati s
'
Contact Person:
Special Instructions:
Permits:
Phone No.:
Needs Shift Inspection:
Sprinklers:
Fire Alarm:
Hood & Duct:
Monitor:
Pre -Fire:
Permits:
Occupancy Type:
INSPECTION NUMBER
R Approved per applicable codes.
INSPECTION RECORD
Retain a copy with permit
CITY OF TUKWILA FIRE DEPARTMENT
444 Andover Park East, Tukwila, Wa. 98188 206 -575 -4407
Word /Inspection Record Form.Doc 1/13/06
0o7— oca.
PERMIT NUMBERS
Corrections required prior to approval.
COMMENTS:
Inspector: 5W 7 -
Date: . 3 )12.-to 7
Hrs.:
$80.00 REINSPECTION FEE REQUIRED. You will receive an invoice from
City of Tukwila Finance Department. Call to schedule a reinspection.
T.F.D. Form F.P. 113
INCREASING YOUR PROOUCTN/TY
DACO
MATERIAL HANDLING &
PACKAGING SOLt177ONS
January 2, 2007
Chief. Don Tomaso
City of Tukwila Fire Department
Fire Safety & Inspection
444 Andover Park East
Tukwila, WA 98188
Dear Don,
This building has an existing sprinkler system. The commodities to be stored are Generators and
electronics. The generators and the electronic equipment are packaged is corrugated paper boxes.
The generators are also on a wood skid for ease of movement and shipment.
The maximum height of the top of the top load will be at 20'. The sprinklers heads are above
22'.
Sincerely,
Rich Fisher
Project Manager
Daco Corporation
CIT
JAN 02 2007
PERMITCENT -R
BY G. OHANIAN RAdK DEFIIC N & EN(IINEERINti do.
DATE. 11-20 -06
SUBJECT
SHOW POINT LOGISTICS
12610 INTERURBAN AVE. SOUTH
BLDG. "D" SUITE #100
TUKWILA, WA. 98138
PER CBC 2001 EDITION
STORAGE RACKS CAPACITY:
3200 # / LEVEL
CALCS. 1 THRU 4
DRAWINGS: RD -11587
412 WEgT BROADWAY, EtUITE #204
LE/DALE, dA. 91204
TEL:(818)240-3810 FAX:(818)240 -3813
STRUCTURAL CALCULATIONS OF STORAGE
RACKS FOR:
I EXPIRES 12 -26 -07
r' •
• • •
r
SHEET NO 1
JOB NO.. RD -11587
F.71 n, nntyy
CITVOFTMANILA
JAN 02 2007
PERMIT
Doi --c�2
BY G. OHANIAN RAdK DEOI(N & ENCINEERIN( d0.
DATE . 11-20-06
SUBJECT
`
F
4 -. ... ..,... . }
SEISMIC DESIGN
_ S QS xI
V— Rx 1.4 WORKING
W =D.L.+ 3 L.L.
96"
FRONT VIEW
BEAM
3200 #/ LEVEL
+25% IMPACT LOAD
1800 #1 BEAM
STRESS
1 =1
R =6 MOM. CONN.
R =4 BRACED
S =.9
LOAD PER COLUMN
L.L. =-2-x 3x3.2K — 3 . 2 K
3 2cm.
W= .10.L+ 3.2 3.3 K
.9x1x3.3 = 35
LONGIT. K
NGIT. 6 x 1 .4
V
= .9x1x3.3 53K
TRANS. 4x1.4 •
IBC 2003, SEC. 2208
412 WEI4T BROADWAY, QUITE #204
LENDALE. dA. 91204
TEL:(818)240 -3810 FAX:(818)240 -3813
SIDE VIEW
I =1.23
S=.68
FY =55 KSI.
S =1.36 (USGS MAP)
Sias =1.36 (EQ. 16 -38)
S =f x1.36 =.9 (EQ. 16 -40)
LONGIT. SEISMIC
M 96 "x1.8 K - "K
8
S 3 3 "K — .65 <.68
A _ 5xWxL3 =.51 "< 96 =.53"
384x1 xE 180
.35 K
SHEET NO. 2
JOB NO.. RD -11587
By G. OHANIAN RAdK DEOICIN & ENc INEERINc d0.
DATE . 11 - 20 - 06 412 WE BROADWAY. �1UITE #204
LE? DALE, dA. 91204
SUBJECT .f. TEL:(818)240 -5810 FA%:(818)240 -3813
COLUMN ANALYSIS
M
COMBINED STRESS RATIO
Pa
+ M ax 13 + 23 = .73 <1.33
Fy =55 KSI
A =.75
S =.7
r =1.2
r =1.1
BASE PLATE
ANCH. TENSION = 11— ( ") =.53
ANCHOR SHEAR = • 2 = 11 K
(2) -1/2 "0 HILTI KWIK BOLT 3
ESR -1385 OR EQUAL. (NO INSPECTION REQ'D)
DESIGNED FOR 1/2 STRESS
MOMENT AT BEAM CONNECTION
7/16"0 RIVET
A = .1 Fy =79
VC = .1x79x.4 = 3
Ma =3Kx4 "x1.33 =16 "
CONN.
2 PIN CONN.
Kl = 62x1.7 =88 Fe= 11111 37
rx 1.2 ( ) 2
rx
r - 1 1 — 40 Fn =Fy(1— 4Fe ) =33 KSI
P =F xA =25
P ° Pn =13
— 1.92
Max =Sx.Fb = "K
9.5
33
11I
SHEET NO. 3
JOB NO. RD - 11587
7 3/4 "x5 "x3/8"
BASE PLATE
BY G. OHANIAN
DATE. 11 - 06
SUBJECT
RAdK DENI(N & EN((INEERIN( do.
412 WEJIT BROADWAY, QUITE #204
LENDALE, dA. 91204
TEL:(818)240 -3810 FAX:(818)240-3813
OVERTURNING TOP LEVEL ,LOADING
53 "x.5x1.15 =113 "K M .17Kx2x186 " =63 "K
MOT = •
MR = 3.3 K x42" = 138 "K MR =1.2 Kx42 "= 50 " K
NO UPLIFT
LOAD TO DIAGONAL
P = .53 Kx2x 42 = 1.2 K
F =55 KSI
A =.31
r =.48
Q =.74
L= 46"
3/8 "r6 BOLT
V0 =2.0 Kx2 =4.0 K
CHECK SLAB
00 _ 3 0'
1000
F 13.8 KSI
1500 = 30 <1.6 2500 =80
50
P 3.5Kx1.33 =4.3
3.3x144=475
=22"
M= ( 2) x1000x x12= 1500 "#
S= 12x5 = 50
6
UPLIFT = 63-50 = .31 K
3/5"% BOLTS
........_
TYP.
3300 I
SHEET NO 4
JOB NO.. RD - 11587
5" CONCRETE SLAB
2500 PSI. CONC.
1000 PSF. SOIL
January 25, 2007
Rich Fisher
18715 East Valley Hy
Kent WA 98032
RE: CORRECTION LETTER #1
Development Permit Application Number D07 -002
Show Point Logistics —12610 Interurban Av S
Dear Mr. Fisher,
This letter is to inform you of corrections that must be addressed before your development permit(s) can
be approved. All correction requests from each department must be addressed at the same time and
reflected on your drawings. I have enclosed comments from the Building Department. At this time the
Fire Department has no comments.
Building Department: Allen Johannessen, at 206 433 -7163, if you have questions regarding
the attached memo.
Please address the attached comments in an itemized format with applicable revised plans,
specifications, and/or other documentation. The City requires that two (2) complete sets of revised
plans, specifications and/or other documentation be resubmitted with the appropriate revision
block.
In order to better expedite your resubmittal, a `Revision Submittal Sheet' must accompany every
resubmittal. I have enclosed one for your convenience. Corrections/revisions must be made in person
and will not be accepted through the mail or by a messenger service.
If you have any questions, please contact me at (206) 433 -7165.
Sincerely,
arshall
hnician
encl
File No. D07 -002
City of Tukwila
akA
P:Uennifer\Correction Letters\2007\D07 -002 Correction Ltr #1.DOC
jem
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
Building Division Review Memo
Date: January 18, 2007
Project Name: Show Point Logistics
Permit #: D07 -002
Plan Review: Allen Johannessen, Plans Examiner
Tukwila Building Division
Allen Johannessen, Plan Examiner
The Building Division conducted a plan review on the subject permit application. Please
address the following comments in an itemized format with revised plans, specifications and /or
other applicable documentation.
(GENERAL NOTE)
PLAN SUBMITTALS: (Min. size 11x17 to maximum size of 24x36; all sheets shall be the same size).
(If applicable) Structural Drawings and structural calculations sheets shall be original signed wet
stamped, not copied.)
1. The floor plan (sheet R -1) showing the racking layout is not consistent or identifiable with the Floor
Plan sheet A2.01. Please darify the floor plan or darify the location in the building for the new racking.
(IBC 106.1.1)
2. Identify exits and exit signs or emergency lighting. (IBC 1011 & 1013.3)
3. Provide dimensions and square footage of the warehouse.
Should there be questions concerning the above requirements, contact the Building Division at 206 -431-
3670. No further comments at this time.
ACTIVITY NUMBER: D07 -002 DATE: 02 -15 -07
PROJECT NAME: SHOW POINT LOGISTICS
SITE ADDRESS: 12610 INTERURBAN AV S
Original Plan Submittal Response to Incomplete Letter #
X Response to Correction Letter # 1
Revision # After Permit Issued
DEPARTMENTS:
Building i vision
Public Works
DETERMINATIQN OF COMPLETENESS: (Tues., Thurs.)
Complete
Comments:
PLAN REVIEW /ROUTING SLIP
Fire Prevention
Structural
Incomplete
Permit Center Use Only
INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED:
Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials:
TUES/THURS ROUTING:
Please Route ❑ Structural Review Required
REVIEWER'S INITIALS:
APPROVALS OR CORRECTIONS:
Approved ❑
Notation:
REVIEWER'S INITIALS:
Documents/routing slip.doc
2 -28 -02
PERMIT COORD COPY
Approved with Conditions
❑ Permit Coordinator ❑
DUE DATE: 02-20-07
Not Applicable ❑
No further Review Required
DATE:
DUE DATE: 03-20-07
Not Approved (attach comments) ❑
DATE:
Planning Division
d
Permit Center Use Only
CORRECTION LETTER MAILED:
Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials:
ACTIVITY NUMBER: D07 -002 DATE: 01 -03 -07
PROJECT NAME: SHOW POINT LOGISTICS
SITE ADDRESS: 12610 INTERURBAN AV S
X Original Plan Submittal Response to Incomplete Letter #
Response to Correction Letter #
Revision # After Permit Issued
DEPARTMENTS:
Buil.' g l 'vision
Public Works
DETERMINATION OF COMPLETENESS: (rues., Thurs.)
Complete
Comments:
Ib PERMIT COORD COPY
PLAN REVIEW /ROUTING SLIP
Structural
Incomplete ❑
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 Structural Review Required
REVIEWER'S INITIALS:
APPROVALS OR CORRECTIONS:
Notation:
Documents/routing slip.doc
2 -28-02
Permit Center Use Only
CORRECTION LETTER MAILED:
Departments issued corrections:
tin .
Fire Prevention
❑ Permit Coordinator
DUE DATE: 01-04-07
No further Review Required
DATE:
Planning Division
REVIEWER'S INITIALS: DATE:
Not Applicable ❑
DUE DATE: 02 -01 -07
Approved ❑ Approved with Conditions ❑ Not Approved (attach comments) E
of [(,1A-
Bldg Fire ❑ Ping ❑ PW ❑ Staff Initials:
•
n
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
❑ Response to Incomplete Letter #
® Response to Correction Letter # 1
❑ Revision # after Permit is Issued
❑ Revision requested by a City Building Inspector or Plans Examiner
\applications\forms- applications on line\revision submittal
Created: 8 -13 -2004
Revised:
Steven M Mullet, Mayor
Steve Lancaster, Director
Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through
the mail, fax, etc.
Date: 4g // 9/ Q 7 Plan Check/Permit Number: D07-002
RECEIVED
CITY OF TUKWtl,,q,
FEB 1 5 2007
PERMIT CE1. TEr -,
Project Name: Show Point Logistics
Project Address: 12610 Interurban Av S
Contact Person: eei C#1 &#' 46- 2 Phone Number: a0 - z/d6
Summary of Revision: ie6 -'1/< S Pc 4A3 D 24 N G. (l C
8� cis i s 7 w, - rte ea-' 4./ &, 4-L . 77-4 rs a-v /scs-
nl2 4-w /ti� ,C c-t2 S tom, - T - 1-0- X..r C I6�►J S
0 4-L s o SE -( Cri Lv ft-2 e U-t) c e 7), M O-+vs t ar-IC a
S 6/0 4 2 e- r- errA ! cuotre - vs , 0- - r Po ,' ■rr 3 ).
Sheet Number(s): „2 sue- -V-S_ G 0&\..) I S �b D 2114.4.,/ &34 /Z 1 G - V I
"Cloud" or highlight all areas of revision including date of revision
Received at the City of Tukwila Permit Center by: f
Entered in Permits Plus on
License Information
License
DACOC * *012NC
Licensee Name
DACO CORPORATION
Licensee Type
CONSTRUCTION CONTRACTOR
UBI
601946293
Ind. Ins. Account Id
VICE PRESIDENT
Business Type
CORPORATION
Address 1
18715 E VALLEY HWY
Address 2
09/29 /2005
City
KENT
County
KING
State
WA
Zip
980321241
Phone
4256564504
Status
ACTIVE
Specialty 1
GENERAL
Specialty 2
UNUSED
Effective Date
9/10/1999
Expiration Date
5/1/2008
Suspend Date
Separation Date
Parent Company
Previous License
DACO * * *101JC
Next License
Associated License
Business Owner Information
Name
Role
Effective
Date
Expiration
Date
KATONA, B KEVIN
PRESIDENT
05/01/1999
DUFFIELD,
STEPHEN L
VICE PRESIDENT
05/01/2000
SHIELDS,
EDWARD E
CHIEF EXECUTIVE
OFFICER
01/01/1980
09/29 /2005
Look Up a Contractor, Electrician or Plumber License Detail Page 1 of 2
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.
Bond Information
Bond Bond
Company Account
Effective Expiration
Cancel
Impaired
Bond
Received
https: // fortress .wa.gov /lni/bbip /printer.aspx ?License= DACOC * *012NC 02/22/2007
I
I
I
I
a
I
I
A
1. GENERAL
A VERIFYANDCOlNFINT ALL D AND DOS NGC0lNDITIONS. HO1IFYO IERs
REPRESENTATIVE IW WANNYG2MONTPCn1RE OFMY D19CA VANCFS ORCObDir10NS ADVERSELY
AFFECTING THE DESIGN OR PROGRESS OF WORK PI601110 PROCEEDING 1 NTH THE f9IOF WORK
AFFECTED
a COMPLY LAWS MID INCASE
OFCO UCTBETWEENMETHO SORSAiDAfRD6OFNSTALIATKRCROMER LQIWJTY. NOTIFY
ARCHITECT ( MULVMNYG2MCHITECTURE)OFMLCONFUCT& ALL WORK SHALL CONFORM TOME
1997 U.AC.ASMENOEOMOADOPTED BYTE CITY OF TUKWILA.
C. OBTAIN SEPARATE PERMITS FOR ALL AM MONS MDA)R MOOWICATIONS TO:
1. MMECHANOCAL
2. aECTRICJM.
3. RARE SPRINKLERS
4. FiRE
5. 9GNM E
N ACCORDANCE WITH ARD AS REQUIRED BY ALL CODES AND REGULATIONS.
Q CONEUT DI REOURDENTSINMESE SPECFICATIONSFORSTNAARDOFWORKMANSHIP.
PERFORMANCE ANDQUAITY.
1. WERE MMATBIALS. MORES OR EM MMERT IS NOT SPECIFICALLY O@(TFED. THE CONTRACTOR
WELL BE REQLINEdTO SUBLET SIMPLES OR NFORWAiION DETEPNN INGQIMIJTY AND PERFORMANCE
MANC:E
TO OWNER PRIOR TO ANYTIME
E. COORDNATESUPPPLNEiSAMSUBO ONTRACTORSFORPROPERSEQU ENCEOFOPERATIONS
PREVENT RESSOFWOi K
R. MARTIAN STRUCTURAL NiEGEITYOF ROOF AND BUIDNG51ELS1IWC1URE. DONOTUSE2X
ROOF STIFFENERS FORCEINCSUPPORT. SPRIMERPEE SUPPORT. MECHANICAL DUCT HANGER
SUPPORT. ETC. DO NOT CUT STIFFENERS. ANY SUPPORT OF NEW ROOF TOP EQUIPMENT SRWJ.BE
REVIEWED AND APPROVEDBYAWASHINGTONSTATELICENSEDSTRUCTURALE (GN®t
CALCULATIONS AND (ETAS STWL BE PROVIDED FORPEIiIITSU9IBITAL PURPOSES
G. CLEAN UP
1. DAI.YSRECLEMOP: AIL MJBBiSH MIST BE REMOVED AT ME 910OFEA HWEEIOJAY ERE
DE SPACE IS OURREN1EYOCCLIPED. VACWMED N THE MEDIATE WORK AREA.
2 FNALCLEANUP SCOPE OF CONTRACTOR'S WORiCTOBEACOI?LETE TURNKEY CLEANUP OFTHE
BIN EAREAOF WORK MINN ME TENANTS SPACE N0.UDNG.8I11 NOT LII1B TO. ALL FLOOR
COVERINGS. INTERIOR WALLSAND GHAZVIG. MD INSIDE SURFAC 3OF EXTERIORGLAZALG.
3. OUNPS1ERS: CONTRACTOR TOPROTECTASPI4 TPREVE(TWMAG£TOIHEPAVEDSURFACES
A 2. SITEWORIC- RBMONAL OFEDOSTIIGEXTRIIO® CONCREMECLIRBINGWERESHIOWNONRJW
REMOVAL AND RELOCATION OF EXISTING LANDSCAPE ARE AS SHO:YN ON PUN INSTALL ASPHALT
PAVING ( t500SF.) ATNEVAYPAVEDAREASON RAN TOWATCHDlSTING PAVEMENT SECTION.
3. CONCRETE
A. ANY iREAROF TRENCHED STAB MFASWLLDE DONE PE RACISTANDARDSUIT UENCA2900PSI28
DAY CONC. LEAK SLLAP36 SACKS PER CU_ VD. CONGCOVEROFRERNF (FANY)SFWLBE
WEATFERRFACE -1 W
INTERIOR FACE -Er
EARTH FACE -T
ENSILING VAPORBAR IERMDCONUARYBREMEE EAM FLOORSLABSIWJ. BE RENREOMD
REFLACEDASNECESSMY TORESTORERTTONYINTEGRALBA RRERTOMOSHJI E.
& MASONRY: NOTE REQUIRED
S. METALS
A. FRAI & CR EQbNATHYT AS DETMED ON DRAWINGS, WRH FIRE BLOG0111'AS
REQUIREDMCOOE BO1Tp1 PLATE cora fcTON 111•DI ETERRAUSETAT2COC.PBETRATEINTO
CONCRETE 1- Ui'1A@ll um.
6 FURRIYG:1 GRABBER' CREQULVNB(T.ASOETMEDONOFEMMIG& RIROUTRAIN LUGER&
CONCRETE ETC. AS RECANTED TO COVER
C. PROVIDE GAMIC INSUADON BEIDEEN OISSIMIARIETNSWERENC ONTACT.
S. CARPENTRY
A GENERA: PR VDEBLOCKIPMASMIAi9DFORE I MM NT .ETC.
a PLYWOOD. ,Tor LOURED FAG
C PLASTIC LAIMATE: NONE REQURED
Q CASSEIRY: NONERECIURE 1
E. ORAFTSTCPS: NC E REOU R£Q
F. SMIOKE CURTANIMARD& NONE RECURS).
7. VERTU& MOMOISTURE PROTEQTIOR
A. MUTER VIOPJCLtnBRDISPE RARTISEENSPE3?FO RIEDNMTIMMEOSTMG5)3i#EA7EEDi.
SEMINSUATEDIKROING SMOTE NEWNSUATDONIMO IKUNIO0NFOWMTOwA9MFsGTCNSTATE
ETERGTOODE FRESCRPTHE RECURBENTS PER OEMS S
AOOO,PANYIYG PENRT SUBNITTAL.
B. ROOFING:
T. RASNN' OCOUNTERA94ALLPBEETRAi1ONSOFROOFNG. ROOFPATGINGIRATEASPHPLT
BASE LMIATE3!'ALCOPAT$EV EM00ST GROOFls .
2. PEACE ROOF NOUNTMEiOURENTO11 CURBS TELiM&CPEs DFORPRormo ANAGE
OVITSEESOFQ118 &APPLYROOFTNGIAAT ILAMIKO OAR. OPCURBTOPROCAUUCOML
ALL WAS AS REOLI EDmENSURE
3. V6Rll: YCODIILONSOFB CROIAG9EL ROOF 1iiARIAITY.ALL WORK 9'INILLBE PERFORMED !V
ACOOMPACE IMIT64LSOFREWAARMTYTO INSURE ENITOLIFEENTITAIRRITYRENTMS 111
FI,FJICJE
C RIOOFAXESSOFTER TING1vOOFHATOLUADOER &MIGHTS.ElC
8. DO(RRSAINDORS.RUMORAiE
A 000115. 34 'evr.r 1,3T THI00 SQO 0:11E 11000 DOORS. UNLESS TEREDMWSWITTE NEW
DOORSSAIKL ITATOTOGSTNCsBEADOiGSTA pas .
1. ALLEX. TOOORSDNU.BEOPE RMEFRONDEFaS GE1UT.- FOOTi(SEOFNEVORNAYSPECM.
10117AL OCEOREFFORT.
a MAIM LNNATi7iF71STMVGBULDIIGSTAIOANDS
C HA3DRAme
T. A lINIKNI EITTSCIBI E LOOCO PARYCIRECIA. IEDUL AS APPROYHDMOIRIEt
MDTEVEIT MUCH EAMNSBULOIGSTAI NDIS.
•
TUKWILA COMMERCE CENTER
12610 -12618 INTERURBAN AVENUE SOUTH, TUKWILA, WASHINGTON 98168
GENERAL NOTES
A
2. AU. HARDWAREUSEDN ACCESSIBLE BUILDINGS AND FACILITIES SHALL CONFORM TOTHE
REQUI EiENTSOFiNASFWGTON STATE RULES AND REGULATIONS FOR BARRIER FREE DESIGN
( VAC 5130)cHAP1ER 11
3. VERIFY ICEYING REQUIREIENTS.SPECIALTY REIMS AND QUANTITIES REQUIRED FOR COMPLETE
N STMLATiON PRIORTO ANY MIRK.
D. GAA21N&
1. PROJECT GLAZINGSUBJECT TO FEDERAL GLAZING STANDARDS AND GLAZING SUBCONTRACTOR
SHALL BE RESPONSIBLE FOR ADHERENCETO THE REQUIR NTSOFCHAPTER24UB.C.
2. ANY MODIFICATION ORADDITiONTOSTOREFRONIFRMII IG SHAU.MMATCH
DOSING STOREFRONT SYSTEM.
ASS
A FLOORING: EJOSTDNGNEW AS NOTED ON PLANS.
1. CARPETING NEW 30 OZ DIRECT GLUE DOWN APPLICATION. COLOR SCO.ECDON BY ONER
2. T1LE SHEET VINYL FLOORING Ri RESTROOMS. COVED UP WALL S TO COFORMM TO UBC 807.1.1.
COLOR 1O BE SELECTED STOVER.
3. BASSE4• ROPPE VINYL BASE N COLOR COORDINATTD WITH CARPETING. TO BE SELECTED BY
mut
B. GYPSUM WALLBOARD:
1. Sib' GYPSUM BOARD. TAPED AND READY FOR PANT.
2. ATTACH TO FRATINGFURRING WITH 1' G.W.B. ScL EWSATW O.C. AT PM B. EDGESMD 1? Q.C.
AT INTERIOR SUPPORTS.
3. 508' MOISTURE RESISTANTGVPSUM BOARD REOAREDATWET WALLSIRFSTROOW WALLS.
4 508• TYPE TOW BOARD ATANYRATEOASSRM1ES RENEWED ONDRAWINGS.
C. PMIT: i®.LYMMOOREORAPPROVVIDEQUAL
1. GBIERAL ONE COAT LATOCPRIME RANDTWDCOATSINTOIORLA1EXEGGSIEIJ.
ENAMEL
D. SIJSI UlOEDCEtNGS: NEW TOI MATCH EXISTING BAITING STANDARD:
1. IAYETA000STiCAL BOARIk ARMSTRONG 7x4• XSIS' MIIEOAAD RANDOM FSSEJREO PATTERN
CHUNNG TILER VERIFY MATCH WITH DOSTING BUILDING STANDARD.
2 SUSPENSION SYSTEM 2: X4' IEAVi - OUTYCOMM ERO.N. -IF? WIN AND INTERMEDIATE TEES.
NO. 12 GAUGE HANGERSAT4•-01'ON COTTER EACH WAY PER OB.C. STANDARDS. CAPABLE OF
SUPPORTING 160POUNDS. ATTACH TIANGE RSTO STRUCTURAL FRAMING MINERS WITH UV
SCREWS PENETRATING 1- UrNTOSTRUCTURE.
3. SUPPORT UGNTFIXTUERESWEEHWORD_ 12GAUGEHANGERSIROUFIXTURE TOSTRUCTURE
ABOVE LIGHT FD(TURESWEIGHNG MORE THAN 58 POUNDS SHALL BE SUPPORIEDBY 4IWIGERS.
ONE M EACHCORN ER
4. Ca IGSHORICONTALTOATCLEiUNCEOFiNIII 0-0'UEASIUREDEACHWAY. GROTO
ROOM A THROUGHOUT.
5. PROVIDE SOME BRACINGASREQUIRED BYOODE
IL SPECTATES
A FIRE EXTNGUSHER& PROVIDE 2A IOBC PECOOE ONE PER 3000 SF. MMA10iW 7T-Cr TRAVEL.
OSTMiCE FROMI MOPING:
11. (QINNIBR: NODE REQUIRED
a. FURNISHINGS
A VCOWBUDS. EOSTNGTORE MARL
13. SPECIAL CONSTRUCTICTENONEREQUIE
It COMENIGSYSTEM NCTEREQUIRE)
1 CHANCAL(BYSEPARATEIWACI IT)
A. PLIORBNG (SYSEPARATE PLUMEM KRIM
1. WATER CLOSET: AMBIC. AEYSTANOARDELONGATEDC .MET BANTER FREE 000E MTH
SUPPLY PFEANDSCiDOLSONTESEATWAiTHCPBI FRONTANDNOCOVER
2 LAVATORY(WALLMING) -M ERK.MSTAMINN II BARRiERFTiEEM OOl3WIH
HAMCIPACCESSIBLE FAMICEF.
3. WATER /EATER EL ECrRICUNTFSET DAID LOCATEDPERMECIWaCJAL(
GENERAL OONIRACTOR VATS RHEAT R SHALL BESTRAPPEDATA POWWOW DEUPPERUI
AND DELOWERMOFISVERTICAMENSIONt THELIOWE RSiRaPSIWLENOTTESSTWAN4'
ABOVEMYOONTROLS. UP.C.5105.
B` GAS Ma ND E FACE OFB * SIGOR107AROOFIrG.
CORE OM THROUGH EXTE IGRwML. WADI I IGTONNEFACEOFUCTBIORNALL
ATUOIMINGTORME FACE OF UND ENDOW TOROOFSTRUCTURE RUN PENG
UNDER AND SUPPORTED FROLA ROOF STRUCTURE
C. FI ESPRRMEJR& ADOIDONSNSMODRGTIOIGASREQ UREDBY000ENDI PA
PAMPHLET t13.SPRIM ERR HEMS coarnEo MTHMi CERNGI ORDIMEREFFASEE.
SERNMERSTSTEMVAIL NDECPARA ETOALL
AREAS
ASEIPMME FERMI ISR6QLLFREDFCRDOOFTCJLTIOfS TOME N1TC A11CSPRIMERSYSTEM
NOM FIRE Pow SYSTEM. TIE RAMS ANDSPECFGLETUIISETFESYSTATOVU .8E
SUE MIT113)TODECITYOF TUKWILA FORIEVIEWANDAPPRIATILERIOR TONSSiMNCEOFSUOI
AF' NIM
O HEAflMC.VE NTWGMDARCON OMONINCs: NefROOIFEMVONSREQUIREDTOOOSITOGIEOG
SYSTTAtOEEHY SEPARATE IECHA C1CALPElRM E
ELECiIMPL(BYSBARATEMari)
A UGHTLIGt 10051i16)
L. META_ 2:4 nC( a31tUBEIAYIIRLJORESWIFRXi1JRES HUH E1AERGY UEE E6T
S NIP= 00 RYHRHUON NGED6£T NOSIIIIC NG E U RBHHTSOF OXIE
MDLOULREGUUMONS.SOOFEOF MISIC INCUIDESiIUMAT =OFE7OPINGRGkJIRESM)
N S T 1 M I A 1 l O l 6 CF PEW F000 ESIAiOREDON REFLFCT DCA IG
2 L AMPS. SYLYAMR SFAINONIRRSS 'COOL NOV 32 TOUTS FERLALPRAMS. %MEVM OT
11HTH OUDINGSTAtAH LEIS.
1T ELE RCAOU E'TS:
t RETERTOORMINGS MO 000RUNATEIMMONNERLOGIUKINSOF Ai ROINLENTO
E ADD DMRaOCATADMADEERTt11US
C COSTILG SEFRMMCE WEL BESRSJ FROINA TE'.MN(TSPACE TiDAR13E TEPEE S'ltCES.
1165110RICWU.LEPAVETAIDE RASEPAWATEHECTIOCAPERAT
•
TENANT IMPROVEMENTS FOR:
JURISDIC'T'ION: CITY OF TUKWILA
A
PROJECT CONTACTS
OSIER
RREEF
REAL ESTATE WYESTIAIR MAAiNANERS
16000 CHRISTENSEN ROAD. SURE 101
TUWTLA WASHINGTON 98188
ARCHITECT:
MLVMNYG2 ARCHITECTURE
1110 112TH AVHHUE NE:. 1500
:: - ,_,. nu, : ��
FAX 4263.2147
CONTACT: HEATHER H ANH YA IAMOTO
CONTRACTOR
10 BE IJEIENEO
TENANT:
TO SE IEIBmEO
PROJECT DATA
PROPERTYADDRFS& 12610 42G18NIERUBANAVEMESOUTH.
HAMRA WASHINGTON 96160
TAX PARCB. MNIBER 1000.400 03
MIDING 1997UBC
Q (IM RE 72.0245E
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PERIDM AREA: 30,000SF (OFTCE 3614 SF3VAR@LOUSE 26.386 SF)
TYPE OFCONSTRRICITOI: V N AREA
OCCIFANCYGROIP: B -OFRCE S1 STORAGE; F -1 WAREHOUSE
ZONE CO (COMIERCIATAIGHT INDUSTRIAL)
PARKING NEEDS THIS T.I.
WAREHOUSE L+iOOOSTALLSREG1 RE
OFRC :311000STS1.1 tEQtUIRB)
SLDTEA:
1. OFFICE 634 SF RSfQLS)
2 vonEmouse 5.3369F MIS)
SLR D`
L OFRCE 1.364SF(4SALLS)
2. wAaBDUSE 14536SF(5Si A S)
S JIEC:
L OFFICE 1.6765F(5AHL9
2 WAREHOUSE 11304SF(SSTMLS)
1a►JILPN001GSTAlILS LEt iISTALIIS
1703E
3 MAILS IBNTHED. S11131PAE6MIGSTNLSTOBE
STS scrat OF2PPAIONG STIUSGMEIQ
DRAWING INDEX
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Au! eILJMM DROORN MS►R OETARS.
LAID iMTBRHOR ELEWR TORS
MGI SLEOETALS&SCMDLIiES
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KEY PLAN -0)-
SCALE NOSCALE
LEGAL DESCRIPTION
VICINITY MAP
-S-
SCALE NOSCALE
THAT PORTION OF C.C. LEMMA/RION CIMINO. 37, SECTION 10. TIYANSHIP 23 NORM RAW* 4 EIGLIMIL,, RECORDS OF 1014C01/11Y.OESCRIBED ASFOLLOWS:
8KiI3WGATA POINT MICH BEARS NORTH40' 0105* WESTCFADISTANCEOF9120. 15FEETMAMTLE MONUMENT VWAT THE POINT OFNiERSEC IONOFACURVEONTHE
CBIIENIE OF THE DUWAMMISHR ENTONJUNCTION ROM). NOW PAVED. SAD POINT OF INTERSECTION BEINNGGAPPROXIIAT9.Y 1.000 FEET FASTAND20 FEET SOUINOF THE 1(4
COPIER BELEWEN SECTION 14 AND 1.5, TOWNSHIP 23 NORTH. RA ME EAST WM ;
DUKE NORTH 49x24'WESTONAOIRVE 150 FEET DISTANT FROMM/ PARALU3. MTH THE CEITTERLIE OF SND DUMMER RENTON AMMON ROAD A INSTANCE OF105
FEET TOA PONT WHICH BEARS NORTH8 1. 4TMSEASTAIJISTANCEOF199tUFEETFROHMAMMOLELUBITiIN AT THE ENDOFACOLNSEON THE C91TERII EOFSADDUWAIRSH
R NTON,AUNCTION ROAD. SAO END OF CURVE BEING APPROXIMATELY 1200 FEET NORTH AND 140 FEET WEST OF THE U4 CORNER BETWEEN SECTION 14 AND 14;
THENCE NORTH 49'24' WEST A DISTANCE OF 2535 FEET:
THENCE NORTH 073E EAST ADSTANCE OF 52FET TOTE TRUE POINT BEGIMINQ
THENCE SOUTH 824030'FASTAOISTAI CEOF590FEET;
TH E NCENORTH S9 '22YJIrEASTA015FANCEOF61335FEET;
THENCE NORTH 075737 W EST A DISTANCE OF 341 FEET. MORE OR LESS. TO DE LET BMOC OF BE OUWAM5I1 IRNBI. SAD U3T 81 W C EIOG ALSO 1W NORTHERLY BOUNETARY
OF C.C. LEYNS DONATION CIAM
THENCE SOIRHWESTERLYA.ONGTIE tzFT BANKCF TIE SAD OUWAADSEI mat OT T WESTETEYLIIEOF THE TRACT WREN DESC[I :ix
THENCE SOUTH 07317EASTADISTMCE OF 193FEET. ITOREORLESS. TOTHE POTWOF BEGRNTIR
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F920. 15 FEET FROM THE CBNTBI. IEOFiEEOUWA66511REN TON ARCHON ROMD = PAVE% SADPONITOF .Y1J100FET(ASTAND20
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TOAPONEWHICHBEARSNORTH874(15'EASTADISTANCECF TAU FEET FROUAMMOM> MB( T1 } *AT11EENDOFACOLNSEON1EC9(IBRU EOF11ESOD WWAYSH
RBRONANCTIONROAD. MD ENO OF CURVE BE GAPPROXIMATELY 12O0 FEET NORTH AND410 FEET 'MST OFTIE VI CORTE RBE3IGSEGTIO NSi4IND 15C
THENCE NORTH 49 W WEST A INSTANCE OF 2535 FEET:
TIE N. CENORTH0916 '
TIERCE NORTH 0016 W EST 16.155 FEET TO TIE PONT OF EGINIMM
TTEICESOUR100'3BSOLnH16,155FEET:
THE3ICENORTH 874037 WEST 11757 FEET TOW EASTBRLYWQROF WAY LIEOFT1EP ET 50(N) aEc1RIcRA&wAY
THENCE NORTHWESTERN/LOW SAID W RGINOFU E RIGHT OFMITA INSTANCE OF213FEET:
MILE NORTHFASIE3iL.Y.RADEALLYFIiOMI THE SAD EASTBaY(IGHTCF WAY LPAEAU1S1MI EOF 16 FEET;
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1701-700eL
AWNED
CIIIMFTHINILA
AN 02 a"A i
PENIATIMIER
TUKWILA
COMMERCE
PARK
12610 -12618 Interurban Avenue South
Tukwila, Washington 98168
RREEF
Real Estate Investment Managers
1600° Christensen Rod,Saleumm
Tobela.Washiegtoo 9848
1110112TH AVE. NE 1 SUITE 500
BEILEVUE. WA 1 98004
t 425.463.2000 1 f 425463200e2
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JERRYQLAM !$ ARCHITECT
PIA F. Heiman
ORAV*Ht R Yawea sclo
Jane U. 200E
Cover Sheet
T7.01
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—x x—
LEGEND
EXISTING WALL TO REMAIN.
PANEL JOINT IN TILT -UP CONCRETE
WALL.
EXISTING TO BE REMOVED.
NEW DEMISING WALL PER DETAIL
4/A4.01.
NEW OFFICEMWREHOUSE WALL PER
DETAIL 5NA4.01.
NEW RESTROOM WALL PER DETAIL
6/A4.01.
INFILL WALL PER DETAIL 10VA4.01.
NEW FURRED CONCRETE WALL PER
DETAIL 7/A4.01.
NEW TYPICAL OFFICE WALL
PARTMON PER DETAIL 8/A4.01.
NEW TWO HOUR WALL ONALL) PER
4/A5.01.
BUILDING GRID UNE
DOOR DESIGNATION. SEE DOOR
SCHEDULE - SHEET A5.01.
DENOTES EXISTING.
ROOM N AMEA R DESIGNATION.
SEE ROOM SCHEDULE -SHEET
A5.01.
EXISTING Dock -N1GH DOOR TO
REMAIN.
EXISTING DRIVE -INN DOOR TO
REMAIN.
FIRE EXTINGUISHER LOCATION.
DATA OUTLET
ELECTRICAL OUTLET
TELEPHONE OUTLET
EXISTING CHAIN LAIC FENCE
EXISTING DOWNSPOUT.
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PHASE ONE
t SAW CUT EDGE OF EXISTING ASPHALT AND PROVIDE NEW A.C.
PAVING N SHADED AREA. MATCH EXISTING PAVEMENT SECTION AND
SLOPE TOCana CATCH BASK REMOVE622 SF. E US'HNG
LANDSCAPE AREA
4. TNISMEAS NMI BE ADJUSTEDiLEVEIW AS NECESSARY TO 2
PROVIDE FOR MI ADACONFORMING ENTRANCFJEIOT FOR TENANT ONE
COORDINATE WORK: WITH CQY TO VERIFY COMPLTANICE.
6. NEW STMDMD PARKING STILL
x x —x—x Z x
9.774 SF. (4.T4M18 VERIFY)NEW REPLACEMENTtNIDSCA?E
AREA SAWCUF AND REMOVE DOSING AC PAVING N THIS AREA AND
RELOCATE PUNT MATERIALS FROM NORTH SIDE OF BUILDING TO THIS
LOCATION.
It NEW ACCESSIBLE PARKING STALL
13. DOSING ON SITE IRRIGATION SYSTEM TO BE EXTENDED TO SERVE
NEW LMOSC,APEAREA MI KTO BE OESIGNMULD N NATURE WITH
NECESSARY PERMITS TO BE SECURED BY OESIGNIBULD
CONTRACTOR
14. NEW EX1EBDEO CONCRETE CURBING AT THIS LOCATION.
x
X x -x
A
OTES D---
PHASE TWO:
7. NEW E OT STAIRS AT DOS DOOR TO MATCH EXRSTNG STAIRS ON
SOUTH EXIT COORS (TYPICAL).
L PAINT WHITE ON ASPHALT. YRLOW
ON CON c MAX)
IL CON RI EOS1ING STAMVJW PM(IIG STALL TONEW VAN
ACCESSIBLE PARIOLG STALL
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FLOOR PLAN
SCALE 3/32' = 1'-0'
x--ar x- -x
PHASE THREE
2. EXTEND DOSING OONCREIE LANDING MD TO CREATE AN
ACCESSIBLE ENTRWAC(ESS FOR TENANT THREE REMOVE DOSING
126 SF. LANDSCAPE AREA
3. DOSING 7-07R-0` W/S81 g 3 REMOVE SECTION OF CONCRETE
PANEL FROM 341* SILL HMI' DOWN TO FINNISH FLOOR AND INSTALL A
UMW ALU INIUM STOREFRONT DOOR AT DISLOCATION.
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GENERAL KEY NOTES:
S DOSING CATCH BASIN LOCATION.
12. FOUIDATIOYFOOTNG(EDSTNG).
15. ROOF ORAN LIES TO BE REROUTED NECESSARY TO
CONIMNE TO PROVIDE FORSHRT FLOW OF ROOF STORM WATER
ACROSS PARING AREA TO CATCH BASKS.
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CITYCFTHIMAIA
PERIMICBOER
TUKWILA
COMMERCE
PARK
12610 -12618 Intenvban Avenue South
Tukwila, Washington 98168
701-022,
Real Fstate Investment Managers
16000 Christmas Reek Sake 1m
DIM%Washiogon 98188
1110112TH AVE NE) SURE 500
BELLEVUE, WA 1 96004
1425.4632000 t f 425.4632002
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2 0•27:02 CIy Revision
3 [10.07.02 Omer Revisions -Paled Please
02 -1960
PR F. Harems
O RALN& IL Yaounde
June 43. 2002
I Floor Plan
A2.01
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BRACING DETAIL
GENERAL CONFIGURATION
BEAM CONNECTION
SEC. A -A
HORIZONTAL & DIAGONAL
BRACING
3/8 . '0 BOLTS
TYP,
4
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SEC. B -B
40.
N; 4 :
CO at j
t =.07"
f.
96"
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42"
4
7/16'0 RIVET
ASTM A354 -79
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FRONT VIEW SIDE VIEW
LB311
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1B
BASE PLATE DETAIL
t =3/8
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6"
7 3/4"
3/16 V
(2) -1/2 "0 ANCHOR BOLTS PER BASE PLATE
3 1/2" EMB.. (SEE NOTE NO. 4)
TYP n 3.4x2.18x3/16'
FORMED CHANNEL
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3.42"
:18" f
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9c4 OOz:
ROW SPACER
MEAL
1 - DESIGN OF STEEL STORAGE RACKS AS SHOWN BY THESE DRAWINGS
AND CALCULATIONS ARE IN COIAPUANCE WITH THE REQUIREMENTS
OF THE INTERNATIONAL BUILDING CODE 2003 EDITION
2 -STEEL FOR ALL SHAPES FY =50 KSI. ASTM A570 -85 GR.50 (EXCEPT AS NOTED)
3 -ALL WELDED CONSTRUCTION IN THE SHOP OF THE APPROVED FABRICATOR '/777
(E70)0L ELECTRODES)
4 -ALL ANCHORS HILTI KWIK BOLT 3 ESR -1385 OR APPROVED EQUAL
(NO SPECIAL INSPECTION REQUIRED)
5- CONCRETE SLAB 5" THICK 2500 PSI. SOIL BEARING CAPACITY 1000 PSF
6- STORAGE RACK CAPACITY 3200 // LEVEL
7-ALL RACK INSTALLATIONS SHALL DISPLAY IN ONE OR MORE CONSPICUOUS LOCATIONS
A PERMANENT PLAQUE EACH NOT LESS THAN 50 SQUARE INCHES IN AREA
SHOWING THE MAXIMUM PERMISSIBLE UNIT LOAD OF 3200 #/ LEVEL
8- STORAGE RACKS SHALL BE INSTALLED WITH A MAXIMUM TOLERANCE FROM THE
VERTICAL OF 1 fr IN 10' -0" OF HEIGHT
Exams 12 -25-07
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REVISION
CK DESIGN AND ENGINEERING
412 WEST BROADWAY SUITE • CA. 91204
PROJECE SHOW POINT LOGISTICS
126x0 IVTERUReAN AVE. SC.. BLDG. "D" #100. TU KWILA , WA. 98138
STORAGE RACK DETAILS
..SOB NO. !SHEET NO.
RD -11587 I 1 OF 1
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