HomeMy WebLinkAboutPermit D16-0170 - KENWOOD MANUFACTURING - BREAK ROOMKE OOD
UFACTURIN G IN C
1131 ��NDO�TER P W
D 16-017 0
� City of Tukwila
• � Department of Community Development
�„r
,�;
• 6300 Southcenter Boulevard, Suite #100
Tukwila, Washington 98188
'' ` Phone: 206-431-3670
Inspection Request Line: 206-438-9350
Web site: http://www.TukwilaWA.�ov
DEVELOPMENT PERMIT
Parcel No: 3523049102
Address: 1131 ANDOVER PARK W
Project Name: KENWOOD MANUFACTURING INC
Owner:
Name: AMB PROPERTY CORP
Address: 60 STATE ST STE 1200 C/0 RE TA ,
BOSTON, WA, 02109
Contact Person:
Name: KATE MOLLESON
Address:
Contractor:
Name:
311 FIRST AVE S, SEATTLE; WA, 98104
C P CONSTRUCTION SERVICES LLC
Address: 263177TH DR NE , LAKE STEVENS,
WA, 98258
License No: CPCONPC920NH
Lender:
Name:
Address: , , ,
DESCRIPTION OF WORK:
Permit Number: D16-0170
Issue Date: 8/16/2016
Permit Expires On: 2/12/2017
Phone: (206) 324-4800
Phone: (425) 345-0830
Expiration Date: 11/14/2016
TENANT IMPROVEMENT - IN EXISTING OFFICE. REMOVE AND EXISTING CLOSET TO PROVIDE A NEW
BREAKROOM. NO EXTERIOR WORK ON THIS PERMIT.
Project Valuation: $40,000.00 Fees Collected: $1,415.34
Type of Fire Protection: Sprinklers:
Fire Alarm:
Type of Construction: VB Occupancy per IBC: B
Electrical Service Provided by: TUKWILA Water District: TUKWILA
Sewer District: TUKWILA
Current Codes adopted by the City of Tukwila:
International Building Code Edition:
International Residential Code Edition:
International Mechanical Code Edition
Uniform Plumbing Code Edition:
International Fuel Gas Code:
Public Works Activities:
Channelization/Striping:
2015 National Electrical Code:
2015 WA Cities Electrical Code:
2015 WAC 296-466:
2015 WA State Energy Code:
2015
2014
2014
2014
2015
Curb Cut/Access/Sidewalk:
Fire Loop Hydrant:
Flood Control Zone:
Hauling/Oversize Load:
Land Altering: Volumes: Cut: 0 Fill: 0
Landscape Irrigation:
Sanitary Side Sewer: Number: 0
Sewer Main Extension:
Storm Drainage:
Street Use:
Water Main Extension:
Water Meter: No
Permit Center Authorized Signature: �� Date: d� �
I hearby certify that I have read and examined this permit and know the same to be true and correct. All
provisions of law and ordinances governing this work will be complied with, whether specified herein or not.
The granting of this permit does not presume to give authority to violate or cancel the provisions of any other
state or local laws regulating construction or the performance of work. I am authorized to sign and obtain this
development permit and agree to the Ss�tached to this permit.
Signature: —� Date: O L� /.�
PrintName:�//_ „�� r,�rriGll�,�itP_.ti.
This permit shall become nuil and void if the work is not commenced within 180 days for the date of issuance, or if
the work is suspended or abandoned for a period of 180 days from the last inspection.
PERMIT CONDITIONS:
1: ***BUILDING PERMITCONDITIONS***
2: Work shall be installed in accordance with the approved construction documents, and any changes made
during construction that are not in accordance with the approved construction documents shall be
resubmitted for approval.
3: All permits, inspection record card and approved construction documents shall be kept at the site of work
and shall be open to inspection by the Building Inspector until final inspection approval is granted.
4: Partition walls shall not be tied to a suspended ceiling grid. All partitions greater than 6 feet in height shall
be laterially braced to the building structure. Such bracing shall be independent of any ceiling splay
bracing.
5: All construction shall be done in conformance with the Washington State Building Code and the
Washington State Energy Code.
6: Remove all demolition rubble and loose miscellaneous material from lot or parcel of ground, properly cap
the sanitary sewer connections, and properly fill or otherwise protect all basements, cellars, septic tanks,
welis, and other excavations. Final inspection approval will be determined by the building inspector based
on satisfactory completion of this requirement.
7: All plumbing and gas piping work shall be inspected and approved under a separate permit issued by the
City of Tukwila Building Department (206-431-3670).
8: All electrical work shall be inspected and approved under a separate permit issued by the City of Tukwila
Permit Center.
9: 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: All mechanical work shall be inspected and approved under a separate permit issued by the City of Tukwila
PermitCenter(206/431-3670).
11: 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)
12: 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) ,
13: 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, 7.2, 7.3)
14: The total number of fire extinguishers required for a light hazard occupancy with Class A fire hazards is
calculated at one extinguisher for each 3,000 sq. ft. of area. The extinguisher(s) should be of the "all
purpose" (2A, 10 B:C) dry chemical type. The travel distance to any extinguisher must be 75' or less. (IFC
906.3) (NFPA 10, 5.4)
15: Maintain fire extinguisher coverage throughout.
16: 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)
17: 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)
18: Exit hardware and marking shall meet the requirements of the International Fire Code. (IFC Chapter 10)
19: 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 1008.1.9.1)
20: Aisles and aisle access ways serving as a portion of the exit access in the means of egress system shall
comply with the requirements of this section. Aisles or aisle access ways shall be provided from all
occupied portions of the exit access which contain seats, tables, furnishings, displays and similar fixtures or
equipment. The required width of aisles shall be unobstructed. (IFC 1017.1)
24: Fire protection systems shall be maintained in accordance with the original installation standards for that
system. Required systems shall be extended, altered or augmented as necessary to maintain and continue
protection whenever the building is altered, remodeled or added to. Alterations to fire protection systems
shall be done in accordance with applicable standards. (IFC 901.4)
22: Sprinklers shall be installed under fixed obstructions over 4 feet (1.2 m) wide. (NFPA 13-8.6.5.3.3)
21: 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 Factory
Mutual or any fire protection engineer licensed by the State of Washington and approved by the Fire
Marshal prior to submittal to the Tukwila Fire Prevention Bureau. No sprinkler work shall commence
without approved drawings. (City Ordinance No. 2436).
�
26: Maintain fire alarm system audible/visual notification. Addition/relocation of walls or partitions may
require relocation and/or addition of audible/visual notification devices. (City Ordinance #2437)
27: An electrical permit from the City of Tukwila Building Department Permit Center (206-431-3670) is required
for this project.
25: All new fire alarm systems or modifications to existing systems shall have the written approval of The
Tukwila Fire Prevention Bureau. No work shall commence until a fire department permit has been
obtained. (City Ordinance #2437) (IFC 901.2)
23: Contact The Tukwila Fire Prevention Bureau to witness all required inspections and tests. (City Ordinances
#2436 and #2437)
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 511. If you have any questions, please call Tukwila Fire Prevention
Bureau at (206)575-4407.
PERMIT INSPECTIONS REQUIRED
Permit Inspection Line: (206) 438-9350
1700 BUILDING FINAL**
1400 FIRE FINAL
0409 FRAMING
0406 SUSPENDED CEILING
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CITY OF TUKI ,A
Con:inunity Development Department
Public Works Department
Permit Center
6300 Southcenter Blvd., Suite 100
Tukwila, WA 98188
http://www.TukwilaWA. �
Building Per..r►..�-No. t� ��p � � 1��
Project No.
Date Applicarion Accepted: �� � (.V '�11�
Date Application E�ires: ( Z� 7,(!' � lD
use
CONSTRUCTION PERMIT APPLICATION
Applications and plans must be complete in order to be accepted for plan review.
Applications will not be accepted through the mail or by fax.
**Please Print**
SITE LOCATION
King Co Assessor's Tax No.: 352304-9102
site Address: 1131 Andover Park West Suite Number: 1131 Floor:
Tenant Name: Kenwood Manufacturing InC. New Tenant: ❑.....Yes 0..No
PROPERTY OWNER
Name: prologis
Address: 12�20 Gateway Drive Suite 110
City: Tukwila state: wa zip: 98168
CONTACT PERSON — person receiving all project
cotnmunication
Name: Kate Molleson
Address: 311 First Avenue South
City: Seattle 5��� Wa Z'p� 98104
Phone: �206) 324-4800 Fa"'
Emai1: kate.molleson�a jacksonmain.com
GENERAL CONTRACTOR INFORMATION
Company Name:
Address:
City: State: Zip:
Phone: Fax:
Contr Reg No.: Exp Date:
Tukwila Business License No.:
H:�Applieations�Forms-Applications On L'me�201 I Applicatans�Permit Applicetion Revised - 8-9-1 l.docx
Reviud: August 201 I �
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ARCHITECT OF RECORD
Company Name: JaCkson � Main Architecture, P.S.
Architect Name: Gregg Percich
Address: 311 First Avenue South
City: Seattle State: wa zip: 98104
Phone: �206) 324-4800 Fa".
Email: �.egg.percich@jacksonmain.com
ENGINEER OF RECORD
Company Name:
Engineer Name:
Address:
City: � State: Zip:
Phone: Fax:
Email:
LENDER/BOND ISSUED (required for projects $5,000 or
greater per RCW 19.27.095)
Name:
Address:
City: State: Zip:
Page 1 of 4
BUILDING PERMIT INFORMATIQ
Valuation of Project (contractor's bid price): $ 40,000
Existing Building Valuation: $ 5,770,1�0
Describe the scope of work (please provide detailed information):
Tenant improvement within an existing o�ce area. Remove an existing closet to provide a new break room. no exterior work this
permit.
Will there be new rack storage? ❑.....Yes �.. No If yes, a separate permit and plan submittal will be required.
Provide All Building Areas in Square Footage Below
Addition to Type of Type of
Existing Construcrion per Occupancy per
Existin Interior Remodel Structure New IBC IBC
1� Floor $$,440 150 0 0 VB S-1, B
2 Floor
3 Floor
Floors Uuu
Basement
Accessory Structure*
Attached Garage
Detached Garage
Attached Carport
Detached Carport
Covered Deck
Uncovered Deck
PLANNING DIVISION:
Single family building footprint (area of the foundation of all structures, plus any decks over 18 incHes and overhangs greater than 18 inches)
*For an Accessory dwelling, provide the following:
Lot Area (sq ft): Floor area of principal dwelling: Floor area of accessory dwelling:
*Provide documentation that shows that the principal owner lives in one of the dwellings as his or her primary residence.
Number of Pazking Stalls Provided: Standard: 46 Compact: Handicap: 2
Will there be a change in use? ❑....... Yes
FIRE PROTECTION/HAZARDOUS MATERIALS:
�....... No If "yes",
m....... Sprinklers 0....... Automatic Fire Alarm ❑.......None ❑.......Other (specify)
Will there be storage or use of flammable, combustible or hazardous materials in the building? ❑....... Yes �.......No
Ij "yes', attach list of materials and storage locations on a separate 8-1/2 " x 11 " paper including quantities and Material Safety Data Sheets.
SEPTIC SYSTEM
❑....... On-site Septic System — For on-site septic system, provide 2 copies of a current septic design approved by King County Health
Department.
H:�Applications�Formc-Applieations On Line�201 ] Applicetions�Permit Applicatan Reviud - 8-9-1 l.docz
xe�ua: n„�s� zm i Page 2 of 4
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PUBLIC WORKS PERMIT INFO ATION — 206-433-0179
�
Scope of Work (please provide detailed information):
Call before you Dig: 811
Please refer to Public Works Bulletin #1 for fees and estimate sheet.
Water District
❑ ...Tukwila ❑ ... Water District #125 ❑ .. Highline
❑ ...Water Availability Provided
Sewer District
❑ ...Tukwila ❑ ... Valley View ❑ .. Renton
❑...Sewer Use Certificate ❑... Sewer Availability Provided
❑ .. Renton
❑ .. Seattle
SepHc Svstem•
❑ On-site Septic System — For on-site septic system, provide 2 wpies of a current septic design approved by King County Health Deparhnent.
Submitted with Annlication (mark boxes which applv):
❑...Civil Plans (Maximum Paper Size — 22" x 34")
❑...Technical Information Report (Storm Drainage) ❑.. Geotechnical Report ❑...Traffic Impact Analysis
❑ ...Bond ❑ .. Insurance ❑ .. Easement(s) ❑ .. Maintenance Agreement(s) ❑ ...Hold Hannless — (SAO)
❑ ...Hold Hannless — (ROV�
Proposed Activities (mark boxes t6at anplvl:
❑...Right-of-way Use - Nonprofit for less than 72 hours ❑.. Right-of-way Use - Profit for less than 72 hours
❑...Right-of-way Use - No Disturbance ❑.. Right-of-way Use — Potential Disturbance
❑ ...Construction/Excavation/Fill - Right-of-way ❑
Non Right-of-way ❑
❑ ...Total Cut cubic yards
❑ ...Total Fill cubic yards
❑ ...Sanitary Side Sewer
❑ ...Cap or Remove Utilities
❑ ...Frontage Improvements
❑ ...Traffic Control
❑ ...Backflow Prevention - Fire Protection
Irrigation
Domestic Water
❑ .. Work in Flood Zone
❑ .. Storm Drainage
❑ .. Abandon Septic Tank
❑ .. Curb Cut
❑ .. Pavement Cut
❑ .. Looped Fue Line
_>,
>>
>>
❑ ...Permanent Water Meter Size... " WO #
❑ ...Temporary Water Meter Size .. " WO #
❑ ...Water Only Meter Size............ " WO #
❑ ...Sewer Main Extension .............Public ❑ Private ❑
❑ ...Water Main Extension .............Public ❑ Private ❑
FINANCE INFORMATION
Fire Line Size at Property Line _
❑ ...Water ❑ ...Sewer
Monthlv Service Billing to:
❑ .. Grease Interceptor
❑ .. Channelization
❑ .. Trench Excavation
❑ .. Utility Undergrounding
❑...Deduct Water Meter Size
Number of Public Fire Hydrant(s)
❑ ...Sewage Treatment
Name: Day Telephone:
Mailing Address: '
CiTy
State Zip
Water Meter Refund/Billine:
Name: Day Telephone:
Mailing Address:
City Stete Zip
H:Wpplieations\Formc-Applieations On L'me�2011 Applioations�Permrt Applieetion Revised - 8-9-] l.docz
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PERMIT APPLICATION NOTES —'�� �,��
Vatue 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 applicarion shall expire by limitation.
The Building Official may grant one or more extensions of time for additional periods not exceeding 90 days each. The extension shall be
requested in writing and justifiable cause demonstrated. Section 105.3.2 International Building Code (current edition).
I HEREBY CER'TIFY THAT I HAVE READ AND EXAMINED THIS APPLICATTON AND KNOW THE SAME TO BE TRUE UNDER
PENALTY OF PERNRY BY THE LAWS OF Ti� STATE OF WASHINGTON, AND I AM AUTHORIZED TO APPLY FOR THIS PERMIT.
BUILDING
Print Name: Kate Molleson
AGENT:
Date: 06/20/2016
Day Telephone: �206) 324-4$00
Mailing Address: 311 First Avenue South Seattle WA 98104
City State Zip
H:�Applicetions�Fornts-Applications On L'me�201 ] Applications\Permd Application Revised - 8-9-] l.docz
Revised: Augus(2011
Page 4 of 4
Date Paid: Tuesday, August 16, 2016
Paid By: JURVAKAINEN COMPANY
Pay Method: CREDIT CARD 07733G
Printed: Tuesday, August 16, 2016 11:43 AM 1 of 1
- ��SY57EM5
Date Paid: Monday, June 20, 2016
Paid By: JACKSON MAIN ARCHITECTURE
Pay Method: CREDIT CARD 684573
Printed: Monday, June 20, 2016 1:58 PM 1 of 1 ���
SYS7EM5
, INSPECTION RECORD
� Retain a copy with permit ��� _�i7�
INSPECTION N0. PERMIT N0.
CITY OF TUKWILA BUILDING DIVISION
6300 Southcenter Bivd., #100, Tukwila. WA 98188 (206) 431-3670
Permit Inspection Request Line (206) 438-9350
�
�
� Approved per applicable codes. a Corrections required prior to approval.
COMMENTS:
/�
Inspector: Date: /,� /� �
�/
� REINSPECTION FEE REQUIRED. Prior to next inspecUon, tee must be
paid at 6300 5outhcenter Btvd., Suite 100. Call to schedule reinspection.
/ INSPECTION RECORD �
Retain a copy with permit �� ���7�
INSPECTION N0. PERMIT N0.
CITY OF TUKWILA BUILDING DIVISION
6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670
Permit Inspection Request Line (206) 438-9350
� Apprvved per appticable codes. a Gorrections required prior to approval.
� REtNSPECTION FEE REQUIRED. Prior to next inspection, fee must be
paid at 6300 Southcenter Blvd.. Suite 100. Call to schedute reinspection.
�
INSPECTION NUMBER
Project:
Address:
Suite #: J / ��
Special Instructions:
INSPECTION RECORD
Retain a copy with permit
�t�-:�����
PERMIT NUMBERS
CITY OF TUKWILA FIRE DEPARTMENT
206-575-4407
Type of Inspect�n:
a o c� -T7� �-•�
Contact Person:
�w
�Approved per applicable codes.
Phone No.:
COMMENTS:
�
.�.- ,� ai1� -- /��.5-P %
�
� Corrections required prior to approval.
Needs Shift Inspection: Sprinklers:
Fire Alarm: Hood & Duct:
Monitor: Pre-Fire:
Permits: Occu anc T e:
_,.,_ ___ _ . ,
Inspector: ,;� ��� 5 S Date: ��j� �� � Hrs.: /. �
�i' � / / '
�$100.00 REINSPECTION FEE REQUIRED. You will receive an invoice from
the City of Tukwila Finance Department. Call to schedule a reinspection.
Billing Address
Attn:
Address:
Companv Name:
State:
Zlq:
Word/Inspection Record Form.Doc 3/14/14 T.F.D. Form F.P. 113
INSPECTION RECORD 1 t� — c� i� b
f Retain a copy with permit
/ -S-It�1
INSPECTION NUMBER PERMIT NUMBERS
CITY OF TUKWILA FIRE DEPARTMENT
206-575-4407
Project: Type of Inspection:
e.� �..� a �,G fZfG� . � t/P (j
Address: Contact Person:
Suite #: Jt3/ ��,
Special Instructions: Phone No.:
�Approved per applicable codes. � Corrections required prior to approval.
COMMENTS:
�� ,-'1 t r �
�..J I � �
Needs Shift Inspection: Sprinklers:
Fire Alarm: Hood & Duct:
Monitor: Pre-Fire:
Permits: Occu anc T e:
Ins
� I Date:
Hrs.:
�$100.00 REINSPECTION FEE REQUIRED. You will receive an invoice from
the City of Tukwila Finance Department. Call to schedule a reinspection.
Billing Address
Attn:
Address:
Companv Name:
State:
Zlp:
Word/Inspection Record Form.Doc 3/14/14 T.F.D. Form F.P. 113
� • • •
2012 Washington State Energy Code Compliance Forms for Commercial Buildings including R2 8 R3 over 3 stories and all R1 Revised Jan 2014
Project Info Project Address Kenwood Manufacturing Inc. Date �����'��{'J16
Compliance 1131 Andover Park West For Buil� ; e eh �,
forms do not
�aWordto Tukwila,WA ��lr� � � ����
use. Applicant Name: �ackson � Main Architecture, P.S.
Instructional and Applicant Address: 311 First Avenue South , Seattle WA 98104
calculating cells p�R M I T C E N T E R
are write- Applicant Phone: p06.324.4800
Project Description ❑ New Building ❑ Addition ❑� Alteration ❑ Plans Included
Q Lighting Power Density Calculations Q Total Building Performance
Lighting Compliance Path
(If Total Building Performance then only LGT-CHK is required.)
Lighting Power Allowance
Q Building Area Method Q Space-By-Space Method
Method Selection required to r_ .._ _.,.
enable LPA forms
Interior Lighting System �ADE COMPLIANC
Description ��pp�p�/Ei�
Briefly describe lighting �
�, �" AUG 12 2016
�
system type and features. , � I
\ 9%
Additions and Change of Space Use (C101.4.3 & C101.4.4) BUfL ING DIVISIO
❑ Addition area or Change of Space Use area complies with all applicable provisions as stand alone project �
� Addition area is combined with existing building lighting systems to demonstrate compliance with all applicable
provisions per C101.4.3
Provide Building Area Method (LTG-INT-BLD) or Space-By-Space Method (LTG-INT-SPACE) Compliance Form. Document maximum
allowed and proposed (including existing if applicable) lighting wattage ofAddition or Change of Use space. Provide applicable lighting
controls per C405.2 and commissioning of /ighting controls per C405.13.
Alterations, Renovations and Repairs (C101.4.3.1)
❑ 60% or more of luminaires in space replaced
Provide Building Area Method (LTG-INT-BLD) or Space-By-Space Method (LTG-INT-SPACE) Compliance Form. Document maximum
allowed wattage within the lighting retrofit space in Maximum Allowed Wattage table and proposed (including existing) lighting wattage in
Proposed Wattage table. Retrofd and non-retrofit spaces shal/ be documented separately using multiple forms.
� Less than 60% of luminaires in space replaced
Provide a separate Space-By-Space Method (LTG-INT-SPACE) Compliance Form for this retrofrt area. Document existing total wattage
within the lighting retrofit space in cell provided in the Maximum Allowed Wattage table. Document proposed (including existing) lighting
wattage in the Proposed Wattage table.
� Lamp and/or ballast replacement within existing luminaires only — existing total interior building wattage not increased
� New wiring installed to serve added fixtures and/or fixtures relocated to new circuit
Provide applicable manual lighting contro/s (C405.2.1), occupancy sensors (C405.2.2.2), daylight zone controls (C405.2.2.3), specific
application contro/s (C405.2.3), and commissioning of lighting controls per C405.13
� New or moved lighting panel
Provide all app/icab/e lighting contro/s as noted for New Wiring, automatic time switch controls (C405.2.2.1), and commissioning of lighfing
controls per C405.13.
� Space is reconfigured - luminaires unchanged or moved only
Provide all applicable lighting contro/s as noted for New Wiring and commissioning of lighting contro/s per C405.13.
❑� No changes are being made to the interior lighting and space use not changed.
�
2012 Washington State Energy Code Compliance Forms for Commerciai Buildings including R2 8� R3 over 3 stories and all R1 Revised Od2013
Project Info ProjectAddress ICerorood Manufacturing inc. D81@ 6/20/2016
Compliance forms 1131 Andover Park 9Peat For Building Department Use
do not requlre a Tuxriia, wA
password to use. q licant Name: Jackaon � Main Architecture, P.s.
Instructional and PP
calcu/ating cells are Applicant Address: sii First Avenue sounh, Seattle, WA 98104
write-protected.
Applicant Phone: 2a6. s2a , aeoo
Project Description ❑ New Building ❑ Addition ❑✓ Alteration ❑ Change of Occupancy/Conditioning
Compliance Path Q Prescri c��e
P � Component Performance � Total Building Performance
Se/ection required to enable forms.
Occupancy Group �Q Commercial � Group R- R2 & R3 over 3 stories and all R1
Selection required fo enable forms.
Vertical Fenestration and Total Vertical Gross Exterior
Skylight Area Calculation Fenestration Above Grade % Vertical
If complying via the Prescriptive path,
(rough opening) divided by Wall Area times 100 equals Fenestration
enter va�ues tor vertical tenestration, X 100 —
; skylights,; ross walls and roof on this T —
ENV-SU�worksheet. If complying via
the Componenf Performance path, enfer � ' , Gross Exterior
these values in the ENV-UA worksheef. Total Skylight • divided by Roof Area times 100 equals % Skylight
These values auto-�ll from ENV-UA and ;- �
are write-protected on ENV-SUM. � " _— X � QQ =
� ' Vertical
FerieStY'dtlOri 1iY'e1' Fenestretion Area
Compliance
Skylight Area
Vertical Fenestration � 50% or more of the floor area is within a daylight zone per C402.3.1.1
Alternates � High Performance Fenestration U-factors and SHGC per C402.3.1.3
Compliance Method
❑ Skylight area 3% or greater, VT-0.40 or greater
Single Story Spaces ❑ Skylight effective aperture 1% or greater, provide calculation
Requiring Skylights ❑ Space eligible for exception "
Requires a minimum of 50% of floor area fo be within a skylight day/ight zone for spec�c
space types. Refer to C402.3.2 for requirements.
❑ Project has semi-heated spaces as defined per C402.1.4
❑ Appiying wall exception to semi-heated spaces
1. Semi-heated spaces may comp/y under Prescriptive or Component Performance compliance
Semi-Heated Spaces path.
2. Semi-heated spaces shall be documented separate/y from other conditioned spaces — provide
separate comp/iance forms for each conditioned space type.
3. Enve/ope elements separating semi-heated from other conditioned spaces shall comply with
exterior therma/ envelope requirements.
Q Walk-in Cooler ❑ Walk-in Freezer
❑ Refrigerated Warehouse Cooler ❑ Refrigerated Warehouse Freezer
Refrigerated Spaces Refrigerafed spaces shall comply under the Prescriptive Path on/y. Compliance documentation for
these areas may be combined with non-refrigerated areas in the ENV-PRESCRIPTIVE form. Refer
to C402.5 and C402.6 for requirements.
Project includes more than one occupancy type and/or level of space conditioning. Multiple
Mixed Occupancy and/or compliance forms may be required. Select all that apply to scope of project:
Space Conditioning ❑ Commercial ❑ R2 & R3 over 3 stories and all R1 ❑ Refrigerated Space
y� Conditioned ❑ Semi-Heated ❑ Low Energy
' � `�� � � & R3 - 3 stories or less
,
�4� � 4 � i� �,y ��, � �h 'Low eraergy areas are exempt from all therma/ envelope provisions and compliance forms for
� � ';� p these areas are nof required. Refer to C101.5.2 for exempfion.
� No exterior work this c�ermit. All interior work this nermit within fullv conditioned buildinn envPlonP_
City of Tukwila Allan Ekberg, Mayor
Public Works Department - Bob Giberson, Director
June 22, 2016
Prologis
12720 Gateway Drive, Ste. #110
Tukwila, WA 98168
RE: Kenwood Manufacturing, Inc.
Tenant Improvement
1131 Andover Park West
Permit Number: D16-0170
To Whom It May Concern:
In accordance with Washington State Department of Health guidelines for G�oup A Public Water
Systems, Public Works has implemented a cross-connection control program to protect the public
water system from contamination via cross-connection. The program requires elimination or
controt of any cross-connection between the distribution system and a consumer's water system by
the installation of an approved backflow device. The City has determined that the building at the
above address has deficiencies on the domestic water service.
A Reduced Pressure Principle Assembly (RPPA), previously called a Reduced Pressure Backflow
Assembly (RPBA), shall be installed immediately downstream of the existing 3-inch permanent water
meter. Installation at another location requires the Public Works Director's approval. The RPPA shall
be installed in a Hot Box/Hot Rock or equal freeze protection enclosure anct�ored to a minimum 4"
thick concrete pad.
On your site plan, please show the property line(s), street name, North arrow, building location,
existing permanent water meter and proposed RPPA. Specify size, manufacturer name and
backflow model number. Submit RPPA cut sheet and circle the backflow to be installed.
If you opt to install now, you will need to apply for a Public Works Type C Construction Permit and
submit the permit application with (4) four sets of plans together with a construction cost estimate
for the RPPA installation.
For a Type C permit, Public Works collects a base application and plan review fee ($250.00 plus 2.5%
of the construction cost for installation of the subject device) when the application or revision to this
Tenant Improvement is submitted. An additional 2.5% of the construction cost for backflow
installation will be assessed at the time of permit issuance.
I ~
6 r
6300 Bui(ding • 6300 Southcenter Baufevard Suite 100 • Tukwi(a, WA 98188 � 206-433-0179
Tukwila City Hatl • 6200 Southcenter Boulevard • Tukwi(a, WA 98188 • 206-433-1800 • Website: TukwilaWA.gov
Prologis
June 22, 2016
Page 2
If you opt to bond for the installation, you must provide the following to the Permit Center: 1) an
original design and instal(ation estimate, 2) a bond for 150% of the design and installation cost, and
3) a letter stating your intent to instal( the backflow within 90 days.
The Public Works Director will withhold issuance of the subject Tenant Improvement permit until the
backflow permit application is received or bond is posted.
I have enclosed Public Works Bulletins Al-2, and C5 to help you. If you have any questions, please
call Mr. Mike Cusick, P.E., Public Works Senior Water and Sewer Engineer, at (206) 431-2441 or me at
(206) 431-2440 or joanna.spencer@tukwilawa.gov.
Six�cerely,
� Joanna Spe er
Development Engineer
JS:Iw
enclosures: Public Works Bulletins #Al-2, and CS
Permit Application
cc: D16-0170 File
Kate Molleson
(W:PW Eng/Other/Joanna Spencer/Letter Prologis 062216)
Building Permit Form
PERMIT NO PG16-0101 —�
�Q �� of 2? � (�� 4� 100% u� Find � Next � 0 f; �
Citv of Tukwila
Department of Community Development
6300 Southcenter Boulevard, Suite #100
Tukwila, Washington 98188
Phone: 206-431-3670
Inspection Request Line: 206-438-9350
Web site: http://www.TukwilaWA.�ov
PLUMBING/GAS PIPING PERMIT
Parcel No: 3523049102 Permit Number: PG16-0101
Address: 1131 ANDOVER PARK W Issue Date: 8/5/2016
Permit Expires On: 2/1/2017
Project Name: KENWOOD MANUfACTURING
Owner:
Name: AMB PROPERTY CORP
Address: 60 STATE ST STE 1200 C/O RE TA ,
BOSTON, WA, 2109
Contad Person:
Name:
Address:
Contractor:
Name:
Address:
License No:
RUSSELL CAHILL
23313 208TH AVE SE , MAPLE VALLEY,
WA, 98038
CAHILL PLUMBING AND HEATING INC
23313 208th AVE SE , MAPLE VALLEY,
WA, 98038
CAHILPH942JC
Phone: (206) 793-9277
Phone: (425) 532-1977
Expiretion Date: 12/1/2016
Lender:
Name:
Address: , , ,
DESCRIPTION Of WORK:
INSTALL 1" RPBP INSIDE CLOSET SPACE WHERE WATER ENTERS BUILDING
WATTS Series LF009 FOR PREMISE ISOLATION.
Valuation of Work: $2,000.00 � Fees Collected: $168.68
Water District: TUKWILA
Sewer District: TUKWILA
Current Codes adopted by the City of Tukwila:
International Building Code Edition: 2015 National Electrical Code: 2014
International Residential Code Edition: 2015 WA Cities Electrical Code: 2014
International Mechanical Code Edition: 2015 WAC 296-466: 2014
Uniform Plumbing Code Edition: 2015 WA State Energy Code: 2015
International Fuel Gas Code: 2015
Page 1 of 2
View Report
http://trakapp/trakit9/DocumentViewer.aspx?&report=/Documents/PERMITS/Building P... 08/10/2016
City of Tukwila
Allan Ekberg, Mayor
Department of Com�nunity Development Jack Pace, Director
June 30, 2016
KATE MOLLESON
311 FIRST AVE S
SEATTLE, WA 98104
RE: Correction Letter # 1
DEVELOPMENT Permit Application Number D16-0170
KENWOOD MANUFACTURING INC - 1131 ANDOVER PARK W
Dear KATE MOLLESON,
This letter is to inform you of corrections that must be addressed before your development permit 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 following departments:
PW DEPARTMENT: Joanna Spencer at 206-431-2440 if you have questions regarding these comments.
The cross-connection program requires elimination or backflow installation between the water distribution system
and the consumer's water system. Pubiic Works has determined that the ] 131 Andover Pk. West building has
deficiencies on the domestic water service.
A Reduced Pressure Principle Assembly (RPPA) shall be installed immediately downstream of the existing 3-inch
permanent water meter. Installation at another location requires the Public Works Director's approval. The RPPA
shall be installed in a freeze protection enclosure anchored to a minimum 4" thick concrete pad.
Separate letters were mailed to Prologis, property manager and to the building owner addressing this issue. The
Public Works Director will withhold issuance of this TI permit until the backflow permit application is received or
bond is posted.
Piease address the comments above in an itemized format with applicable revised plans, specifications, and/or other
documentation. The City requires that two 2 sets of revised plan pages, 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 accented through the mail
or by a messenger service.
If you have any questions, I can be reached at 206-431-3655.
Sincerely,
C �.__������ " .
Bill Rambo
Permit Technician
File No. D16-0170
6300 Southcenter Boulevard Suite #100 � Tukwila WashinQton 98188 � Phone 206-431-3fi70 • Fcix 20h-4_31-3h�5
�
- P�Ri��i' �OORD COP� .
PLAN REVIEW/ROUTIl�TG SLIP
PERMIT NUMBER: D 16-0170
DATE: 08/10/16
PROJECT NAME: KENWOOD MANUFACTURING
SITE ADDRESS: 1311 ANDOVER PARK W
Original Plan Submittal
X Response to Correction Letter #�L
DEPARTMENTS:
Revision # before Permit Issued
Revision # after Permit Issued
Building Division � Fire Prevention ❑ Planning Division �
I�`J r91�� �' '��
i ic Works Structural ❑ Permit Coordinator ❑
PRELIMINARY REVIEW: DaTE: 08/11/16
Not Applicable ❑
(no approval/review required)
REVIEWER'S INITIALS:
Structural Review Required �
DATE:
APPROVALS OR CORRECTIONS: DUE DATE: O9�Og�16
Approved
� Approved with Conditions d
Corrections Required ❑
(corrections entered in Reviews)
Notation:
REVIEWER'S INITIALS:
Denied ❑
(ie: Zoning Issues)
DATE:
Permit Center Use Ofrly
CORRECTION LETTER MAILED:
Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PVJ ❑ Staff Initials:
12/18/2013
P ORD COPY
PLAN I /ROUTING SLIP
PERMIT NUMBER: D 16-0170
DATE: 06/20/16
PROJECT NAME: KENWOOD MANUFACTURING INC
SITE ADDRESS: 1131 ANDOVER PARK W
X Original Plan Submittal
Response to Correction Letter #
Revision #
Revision #
before Permit Issued
after Permit Issued
DEPARTMENTS: w� �
�,�UV� f0� � (� ��l �W� G � � 1 � 1.� (���� � ��
BuiVdin Division Fire Prevent�on Plannin Division
g g �
�}e%s �Y1� (o• 2 ' l�
Public Works Structural ❑ Permit Coordinator ❑
PRELIM.INARY REVIEW: DaTE: 06/21/16
Not Applicable ❑
(no approval/f•eview required)
REVIEWER'S INITIALS:
APPROVALS OR CORRECTIONS:
Approved ❑
Corrections Required �
(corrections ei�tered if� Reviews)
Notation:
Structural Review Required ❑
DATE:
DUE DATE: 07�19I16
Approved with Conditions ❑
Denied ❑
(ie: Zoning Issues)
REVIEWER'S INITIALS: DATE:
Permit Ce�:ter Use Or:ly
CORRECTION LETTER MAILED: y� � / ,�J
Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW � Stafflnitials: ��� —
iv�snois
Joanna Spencer
From: Todd Reedy
Sent: Tuesday, June 21, 2016 8:34 AM
To: Joanna Spencer
Subject: RE: 1131 APW D16-0170
Good Morning Joanna,
Regarding 1131 Andover Parl< West:
-The 10" fireline DCDA is current on testing.
-No irrigation connection.
-No RPPA installed on the 3" domestic service. This service feeds several tenant spaces in this building. The only
domestic backflow preventer in our database for this building is a 1" RPPA that was installed inside for address 1139
APW in 2015.
Please let me know if you have any questions,
Todd
From: Joanna Spencer
Sent: Monday,lune 20, 2016 4:51 PM
To: Todd Reedy <Todd.Reedy@TukwilaWA.gov>
Cc: David McPherson <David.McPherson@TukwilaWA.gov>
Subject: 1131 APW D16-0170
Good Afternoon Todd,
Are their backflows up to date?
Joanna
�
City of Tukwila
Department of Community Development
6300 Southcenter Boulevard, Suite #100
Tukwila, Washington 98188
Phone: 206-431-3670
Web site: http://w���r.Tuk��rilaWA.tr-ov
REVISION
SUBMITTAL
Revision submitta[s must be sub`reitted in person at the Permit Center.
Revisions will not be accepted tlirough the �nail, fax, etc.
Date: � � � �i� Plan Check/Permit Number: �C� � O ���
❑ Response to Incomplete Letter #
� Response to Correction Letter # �
■
�
■
Revision # after Permit is Issued
Revision requested by a City Building Inspector or Plans Examiner
Deferred Submittal #
Project Name:
Project Address: 113 I
���
4�lt�.o
N�
Contact Person: ����� 5i� ��' Phone Number:
Summary o,f Revision: _ I �� �� �. � n � �
�
Sheet Number(s):
"Cloud" or highlight all areas of revision inc[uding date of revision
Received at the City of Tukwila Permit Center by: ��FK�,,ad
� Entered in TRAKiT on �' �
W:�Permit Center\Templates�Forms�Revision Submittal Formdoc
Revised: August 2015
C P CONSTRUCTION SERVICES " T,C
Home Fspanol Contaict:
Safety & Health
Wa3hington State Department oi
�abor & I�dustries
C P CONSTRUCTION SERVICES LLC
Owner or tradesperson
Princip�is
JURVAKAINEN, RANDY
ALLEN, PARTNER/MEMBER
JURVAKAINEN, BRADLEY
DEAN, PARTNER/MEMBER
CASCADE PACIFIC PAINTING
LLC, PARTNER/MEMBER
JURVAKAINEN ENTERPRISES
LLC, PARTNER/MEMBER
JURVAKAINEN, JILL ELIZABETH, AGENT
Doing business as
C P CONSTRUCTION SERVICES LLC
WA UBI No.
602 844 469
Parent company
JURVAKAINEN COMPANY LLC
License
Page 1 of 2
Search L&I �.._____—� �. �= r3'r� �:;""�_
A-'J., Index i-felp nf}- Lt�I
Claims & Insurance Workplace Rights Trades & Licensing
2631 77th Dr NE
LAKE STEVENS, WA 98258
425-345-0830
SNOHOMISH County
Business type
Limited Liability Company
Governing persons
BRADLEY
DEAN
JURVAKAINEN
ENTERPRISES LLC JURVAKAINEN;
PAINTING LLC CASCADE PACIFIC;
RANDY ALLEN JURVAKAINEN;
Verify the contractor's active registration / license / certification (depending on trade) and any past violations.
Construction Contractor Active.
Meets current requirements.
License specialties
GENERAL
License no.
CPCONPC920NH
Effective — expiration
08/08/2008-11/14/2016
Bond
_..........
DEVELOPERS SURETY & INDEM CO
Bond account no.
794694C
Received by L&I
08/08/2008
Insurance
.............
West American Ins Co
Palicy no.
$12,000.00
Effective date
07/02/2008
Expiration date
Until Canceled
$1,000,000.00
https:Usecure.lni.wa.gov/verify/Detail.aspx?UBI=602844469&LIC=CPCONPC920NH&SAW= 8/16/2016
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5. COMPLIANCE CARD TO BE POSTED VERIFYING INSULATION INSTALLED IN WALL, CEILINGS ANDS FLOORS
(IF REQUIRED). POR SW 1/4 OF SE 1/4 OF SEC 26-23-4 & OF NW 1/4 OF NE 114 OF SEC 35-23-4 - BEG SE COR OF SW 114 OF SE 1/4
6. ALL WOOD COMING IN CONTACT W! CONCRETE. SHALL BE PRESSURE TREATED (DECAY RESISTANT). OF SEC 26-23-4 TH N 01-47-29 E 140.76 FT TH N 87-55-02 W 740.67 FT TH S 01-51-03 W 13 FT TO TPOB TH CONTG
7. IF ANY ERRORS, OMISSIONS OR INCONSISTENCIES APPEAR IN THE DRAWINGS, SPECIFICATIONS OR S 01-51-03 W 809 FT TH N 87-55-02 W 219.05 FT TH N 01-51-03 E 780.50 FT TH N 63-25-19 E 55.67 FT TH ALG
L E OWNER OR ARCHITECT IN WRITING OF SUCH DI T 68.32 FT THRU C/A OF 111-50-19 TAP
OTHER DOCUMENTS, THE CONTRACTOR SHA L NOTIFY TH CURVE TO LFT THE CENTER BEARING N 63-25-19 E RAD 35 FT ARC S
OMISSIONS, ERRORS, OR INCONSISTENCIES BEFORE PROCEEDING WITH THE WORK, OR ACCEPT FULL OF REV CURVE TH ALG CURVE TO RGT THE CENTER BEARING S 48-25-00 E RAD 20 FT ARC DIST 17.63 FT THRU
RESPONSIBILITY FOR COSTS TO RECTIFY SAME. C/A 50-29-58 TH S 87-55-02 E 96.94 FT TO TPOB
8. TYPICAL DETAILS OR BUILDING STANDARDS SHALL APPLY WHERE NO SPECIFIC DETAILS ARE �IVEN.
9. ALL DIMENSIONS ARE MEASURED TO OUTSIDE FACE OF FRAMING
10. ALL DIMENSIONS SHALL TAKE PRECEDENCE OVER SCALE SHOWN ON PLANS, ELEVATIONS, SECTIONS AND
11. ALL EIX T DOORS TO BE OPERABLE FROM INSIDE THE BUILDING WITHOUT KEYS OR SPECIAL KNOWLEDGE. � U I L D I 1�i �J � R E�S
16. MANUALLY OPERATED FLUSH BOLTS ARE NOT PERMITTED AND NO MORE THAN ONE OPERATION FOR THE
UNLATCHING IS ALLOWED,
17. FIRE EXTINGUISHERS SHALL BE PROVIDED PER NFPA #10, OR REQUIREMENTS OF LOCAL FIRE OFFICIALS. OVERALL BUILDING AREAS: INTERNATIONAL BUILDING CODE
1 S. ALL EQUALS TO BE SUBMITTED TO ARCHITECT FOR APPROVAL PRIOR TO CONSTRUCTION. EXTERIOR FOOTPRINT FULL BUILDING 88,440 SF
19. BIDDER DESIGN WORK TO BE APPROVED BY OWNER & ARCHITECT PRIOR TO CONSTRUCTION.
TENANTAREA THIS PERMIT- 17,639 SF
WAREHOUSE AREA (NOT IN SCOPE) - 15,586 SF.
OFFICE AREA - 2,053 SF
� �� I ��� �� AREA OF WORK 150 SF
SUBJECT SITE
i
� �
-�. _ ._--,
�CCU�ANT LOADS
PER TABLE 1004.12 OF THE INTERNATIONAL BUILDING CODE
TENANT SPACE
WAREHOUSE: 15,586 SF
@ 500 SF / OCCUPANT
OCCUPANT LOAD = 32
OFFICE: 2,053 SF
@ 100 SF I OCCUPANT
OCCUPANT LOAD = 21
TOTAL OCCUPANT LOAD = 53
TOTAL EXITS REQUIRcD = 2
TOTAL EXITS PROVIDED = 2
D�WI��G INDE�
ARCHITECTURAL
A0,1 ' COUEi� SHEET & BUILDING PLAN
A1A ENLARGEDPLANS
A1.1 DETAILS & CUSTOMER FINISH STANDARDS
TAX PARCEL NUMBER - 352304-9102
PROJECT ADDRESS - 1131 ANDOVER PARK WEST
TUKWILA, WASHINGTON 98188
GOVERNING BUILDING CODE - 2012 INTERNATIONAL BUILDING CODE WI
WASHINGTON AMENDMENTS
GOVERNING ZONING CODE - TUKWILA ZONING CODE
SITE STATISTICS
ZONE - EXISTING
SITE AREA - EXISTING
ALLOWABLE LOT COVERAGE - EXISTING
REQUIRED BUILDING SETBACKS-
FRONT - EXISTING
SIDE (INTERIOR) - EXISTING
SIDE (STREET) - EXISTING
REAR - EXISTING
ALLOWABLE FAR - EXISTING
ACTUAL FAR - EXISTING
BUILDING STATISTICS
ALLOWABLE HEIGHT - EXISTING
ACTUAL HEIGHT - EXISTING NO CHANGE
CONSTRUCTION TYPE - V-B SPRINKLED
OCCUPANCY TYPE - B, S-1
PROJECT TEAM
OWNERS: ARCHITECT: �
PROLOGIS JACKSON ( MAIN ARGHITECTURE, P.S.
12720 GATEWAY DR, SUITE 110 311 FIRST AVENUE SOUTH
TUKWILA, WA 98168 SEATTLE, WA 98104
206.414.7600 206.324.4800
CONTRACTOR:
TO BE DETERMINED BY OWNER
S E PARAT E S lJ B Ni i TTAL.S
CONTRACTOR TO SUBMIT FOR AND OBTAIN PERMITS FOR ALL SEPARATE WORK INCLUDING;
ELECTRICAL
PLUMBING
MECHANICAL
FIRE SPRINKLERS
ANDOVER PARK WEST
ni��r� vi vvviv� i i �i� � �ivvii �.
SUBTOTAL- 1 FIXTURE I 25 OCC. 0.84
NEW 3-112" 20 GA MTL STUD WALL @ 24" OC WI e" TYPE
WAREHOUSE (S) - 15,586 SF/ 500 SF PER OCC.= 32 OCC "X" GWB EACH SIDE. fINISH PER BUILDING STANDARD,
SUBTOTAL- 1 FIXTURE / 100 OCC: .32 57ts
NEW 3'-0" X 7'-0" SOLID CORE CLEAR FINISH BIRCH DOOR REGISTERED
TOTAL FIXTURES REQUIRED - 1.16 (.58 F/ .58 M) O AND "TIMELY" FRAME PER FINISH STANDARDS. PASSAGE CHITECT
�
SET, LEVER HANDLES, 3 HINGES, 3 SILENCERS PER
FINISH STANDARDS, DOOR CLOSER WHE EQUIRED �%"'r-.
FIXTURES (PROVIDED)- 1 FI 1 M PER STANDARDS. OBER A. KROESE
STATE OF WASHINGTON
����� �. �DI� o
EN E RGY C 0 D E� E Q. RI�.� ���i�w �q�r���9 i� �ubject t4 errors and or�i�sion�.
� �������1 �f �c�nskru��io� dc��ments d��s �aa� �tctho��i�e
GOVERNING ENERGY CODE: 2012 WASHINGTON ENERGY CODE ��� ��Q�����'� �fi `��� �d�P��� ��� ��' �t'C�It1aCIC�3. R��pj�
COMPONENT PATH Qf ��pPi�V�Q +�'"��It� C0�3�► atl� %(3ildl��Lii'1 '� acknowiedged: Jackson � Main Architecture
BUILDING SPACE TYPE HEAT IS "OTHER" (ALL OTHERS INCLUDING HEAT PUMPS AND �1 � �_
VARIABLE AIR VOLUME.) ELECTRIC RESISTANCE HEATING NOT ALLOWED. \��� O�� 311 First Avenue S:
V v Q�� Seattle, Washington 98104
REQUIRED INSULATION VALUES FOR CONDITIONED SPACES - i 206.324.4800
� e-mail: gregg.percich@jacksonmain.com
CLIMATE ZONE 1 X DETAIL �
ROOF OVER CEILING TILES - R-49
BUILDING ROOF (NO ATTIC) EXISTING
OPAQUE WALLS
METAL FRAMING R-21 WI 1-112" R-8 CONT. RIGID
WOOD FRAMING & OTHER EXISTING
OPAQUE DOORS EXISTING
NEW OPAQUE DOORS U- 0.40
FLOOR OVER UNCONDITIONED SPACE NIA
SLAB-ON-GRADE EXISTING
VERTICAL GLAZING EXISTING
NEW VERTICAL GLAZING NIA
LIGHTING:
ALL AREAS ENCLOSED BY WALLS OR FULL HEIGHT PARTITIONS REQUIRED AT. LEAST ONE
MANUAL CONTROL FOR LIGHTING.
EACH AREA REQUIRED TO HAVE MANUAL CONTROLS SHALL ALSO HAVE A CONTROL TO
REDUCE LIGHTING BY 50% IN A REASONABLE UNIFORM ILLUMINATION PATTERN. OR
PROVIDE AN OCCUPANCY SENSOR DEVICE.
OCCUPANCY SENSOR ARE REQUIRED IN: TRAINING ROOMS, CLASSROOMS, BREAK ROOMS,
CONFERENCE ROOMS, PRIVATE OFFICES, RESTROOMS, JANITOR ROOMS, STORAGE ROOMS,
WAREHOUSES, AND ANY ROOM 300 SQUARE FEET OR LESS ENCLOSED BY FULL HEIGHT
WALLS. THE SENSORS SHALL TURN OFF THE LIGHT WITHIN 30 MINUTES OF ALL OCCUPANTS
LEAVING THE SPACE.
XX.X i�
�U1LDI�G DI!/1SI0�
" GRID LINES - COLUMN .
x
r�OOMNAME ROOMNAMEANDNUMBER S[��;��,?�� � ��A�'1,
101 r`Qt�°1�i�,� �'pR:
�Moehan,ca!
REVISION TAG �EI•��tr'
� rcat
Ql Pfumb�ng
�Gas Piping
X DOOR TAG •„
� . f Tu6cvvila
, %3�.7d�,??�a`V� IaIV�S�C�i1i
ILLUMINATED EXIT SIGN
. ., , ,, �� ARROW INDICATES UIRECTION
� ILLUMINATED EXIT SIGN WITH EGRESS
PATH LIGHTIN� WITH BATTERY BACKUP SYSTEM
e
� EGRESS PATH LIGHTING ON BATTERY
BACKUP SYSTEM
�
� � Tu!:�,��ila Bui�a�ny �, � ,...... -
.,, �_...,;.� � n��v alan submittal
ILD
SCALE: 1132" =1'-0"
These plans and specifications are the property of
Jackson � Main Architeture, P.S. These
documents may not be copied, reproduced, used or
implemented in any way, in part or in whole, without
the written consent of Jackson � Main Architecture,
P.S. All common law rights of copyright are
hereby specifically reserved.
Print Record
06/17/2016 FOR OWNER REVIEW
06/20/2016 FORPERMIT
Revision Record
KENW�OD
ANUFACTU�IN�
UPLAND DISTRIBUl'ION CENTER
1131 ANDOVER PARK WEST
TUKWILA , WASHINGTON 98188
I�EC�IVED
CITY OF TUKWILA
xF,
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12720 Gateway DR
Suite 110
Tukwila, WA 98168
Telephone: 206.414.7600
Facsimile: 206.414.7601
�� y���91P,eq�, 91 �q��,�� ," ��� +
�! +'wt'I�!!��i'i'���V �fek��� f Y, � �' �
Date Project No.
06120116 16008,06
Sheet Title
COVERSHEET &
BUILDING PLAN
Sheet
N o.
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❑ Released for Construction
Not Released for Construction
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ARCHITECTURE
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5719
REGISTERED
� RCHITECT
OBERT A. KROESE I
STATE OF WASHINGTON
Jackson � Main Architecture
311 First Avenue S.
Seattle, Washington 98104
t 206.324.4800
e-mail: gregg.percich@jacksonmain,com
,
� � , r ''��
� ��
These plans and specifications are the property of
Jackson � Main Architeture, P.S. These
documents may not be copied, reproduced, used or
implemented in any way, in part or in whole, without
the written consent of Jackson � Main Architecture,
P,S. All common law rights of copyright are
hereby specifically reserved.
Print Record
06/17/2016 FOR OWNER REVIEW
06/20/2016 FOR PERMIT
1 1
� �
� �� i,, � ti m„ip i ,
STORAGE � � � � 6 � ; '�I ' I I � � i'I �
— — 105 D
' KEN OOD
ANUFA�TURING
OFFICE OFFICE UPLAND DISTRIBUTION CENTER
107 106 � 1131 ANDOVER PARK WEST
TUKWILA , WASHINGTON 98188
CONFERENCE WAREHOUSE N
104 111
I Fi�CEIVED
11'-11��+1- CITY OF TUKWILA
�o JU�17 U 2Q�6
A1.1
— — — — � PERNiIT CENTER =
�,
NEW WALLS FOR BREAK ROOM,
�. i FINISH TO MATCH EXISTING PER
w � BREAKROOM OFFICE �,
c� � _ � � � CUSTOMER FINISH STANDARDS � � � � � � � � � � ��s���
--� 108 � 103 ,��Q F(� �� �
I � " , RE.� ��y�p1.1PN
� n�5� � OPEN OFFICE �O� �p�QV�a � �
�' � �oo � � 12 2p16
N p�� 12720 Gateway DR
ALIGN � SUIt2 � � �
M � OFFICE
. ���it� Tukwila, WA 98168
� � �02 • (;€,i.y ��,�y�vlslO� Telephone: 206.414.7600
��y��,,,Ot� Facsimile: 206.414.7601
STORAGE
Q 101
— — - � Date Project Na
RESTROOM RESTROOM �16IZOI�6 �6OOU�O6
109 110 Sheet Titie
ENLARGED PLANS
�
Sheet
Na
s
E L E FL L
G O
� � � � � � ❑ Released for Constru�tion �
SCALE: ��s° _ ��-o° Not Released for Construction
�
Customer Finish Standards
_ Revised: March 3, 2014
DIVISION 1 GENERAL REQUIREMENTS
1,1 CODES: All construction shall comply with local, state and federal codes and regulations, including all ADA
standards.
1.2 JOBSITE CONDITIONS: All contractors must verify existing job conditions prior to bfd.
1.3 DOCUMENT CONFLICTS: If there fs a conflict in the drawings, or between the written specs and the drawings,
the contractor shall be responsible for lhe more expensive of the options.
1.4 CLOSE-OUT DOCUMENTS: Provide 0& M manuals and "as-buiit" drawings for all architectural, structural,
plumbing, electrical, HVAC and fire protection work on two (2) CD's in pdf format, Provide one (1) hard copy and
one electronic copy in pdf format of the stampad permit set of draw(ngs. The value of the close-out documents
shall be 10% of the value of the respective work.
1.5 EXISTING STRUCTURE:. Nothing may be suspended from the 2x4 or 2x6 sub-purlins at the roof without the
structural engineer's written permission except for warehouse lighting fixtures specified below.
1.6 EXISTING CONDITIONS: These finish standards shall be modified to match existing conditions with written
approval from the Prologis Project / Property Manager
1.7 FLOOR MAINTENANCE: No vehicles except scissor lifts shall be allowed inside the building during construction
without written permission irom the owner. All scissor lifts shall have non•marking tires and must be diapered to
prevent marking and staining of the concrete floor.
1.8 SUPERVISION: The general contractor shall provide a highiy experienced jobsite superintendent, acceptable to
the owner, to manage all the work during the course of construction.
DIVISION 3 CONCRETE
3.1 PATCHING: Any removal and replacement of the concrete slab shall meet the requirements of the existing slab.
Do not overcut comers when cutting the floor in warehouse areas. Use care when removing concrete to avoid
damage to adjacent slabs to remain. Backfill and subgrade shall be compacted to 95% of maximum dry density
determined in accordance with ASTM D-1557. Dowel the new concrete patch to the existing slab with 1!2" steel
dowels, extending a minimum of 8". into slab at 18" o.c., secured with epoxy. Install two (2) #4 rebar horizontally
in all plumbing trenches. Use 4,000 p.s.i. (at 28 days) concrete for the pour back. All trench patching in the
warehouse area shall have a 1/8 inch radius edge and apply new concrete seal. Prior to pouring concrete, stone
o t a 8 inch radius ed e. Install va or barrier ff
ti awcut ed e with an abrasive brick to a r xima e 1/
the exis n s
9 Pp
9 P
9
there is exisUng vapor barrier. Sawcut control joints in new concrete to match existing, and install joint filler to
match existing (Metrger McGuire MMSO or equivalent)
DIVISION 4 METALS
4.1 BOLLARDS: Furnish and install two (2) 6" diameter, concrete filled, thin wail steel, pipe bollards extending 4'-0"
A.F.F., set in 3'-0" of concrete at each grouping of electrical transformers and panels and at all sprinkler risers in
all warehouse areas and other locations exposed to vehicular traffic. Paint new and existing bollards OSHA
"Caution Yellow". Surface mounted bolt down bollards may be acceptable at low traffic areas (verify with Prologis
Project / Property Manager). Surface mounted bollards shall be 4" diameter 4'-0" A.F.F. wfth a one foot square
base plate and expansion anchored to the concrete floor with four (4) each'/z' expansion anchors.
DIVISION 6 WOOD AND PLASTICS
6.1 CABINETS: Fumish and install a coffee bar and / or lunch room base cabinet. The base cabinet(s) shall be
plastic laminate by Wilsonart or approved aqual in the manufacturer's standard color on all exposed horizontal
and vertical surfaces, including open cabinet fnteriors, unless otherwise noted, Semi-exposed cabinet interiors
and shelves shall be white melamine with .5mm PVC edge binding. Drawers shall be Grass 6036 Zargen
System slides or approved equal. The hardware shall be 96mm wire pulis, 125deg. Blum concealed hinges or
approved equal. The cabinet(s) shall be 6'-0" long minimum and 34" high. Each cabinet shall have one row of
drawers over doors. The maximum depth for cabinet and countertop should be 24".
6.2 COUNTERTOPS: The countertops shall be plastic laminate.by Wilsonart or approved equal. The coffee bar
tops shall have a 2" bull nosed front edge and top edge with a 4" splash and a radiused inside and outside comer
at the backsplash, For SF Bay Area Market, install a solid surface countertop per finish spec provided by
Prologis persannel.
6.3 LAVATORY COUNTERTOPS; All office toilet rooms with muitiple lavatories shall have vanities. The lavatories
shall be installed in a plastic laminated countertop with 2" bull nosed front edge, a 4" backsplash and a radiused
inside and outside comer at the backsplash. Single accommodation toilet rooms and muitiple accommodations
toilet rooms serving the warehouse shall receive wail mounted lavatories, For SF Bay Area Market, fnstall a solid
surface countertop per finish spec provided by Prologis personnel.
6.4 MILLWORK QUALITY: Architectural millwork and cabinetry shall be of a construction quality equal to that of the
Architectural Woodwork Institute's (AWI) custom grade for flush overlay construction. MDF products shall be
matle with binder containing no urea-formaldehyde. Wood glues used for fastening shall have a VOC content of
30 g!L or less when calculated according to 40 CFR 59, Subpart D(EPA Method 24). Multipurpose construction
atlhesives shall have a VOC content of 70 giL or less when calculated according to 40 CFR 59, Subpart D(EPA
Method 24). Contact adhesives shall have a VOC content of 250 g/L or less when calculated according to 40
CFR 59,.Subpart D(EPA Method 24)
DIVISION 7THERMAL AND MOISTURE PROTECTION
7.1 ROOF INSULATION; The roof insulation above conditioned area ceilings shall be R-19 (or as required by the
energy compliance calculation), unfaced fiberglass batts; wire•tied in place as manufactured by Owens-Coming
or equal. Fumish and instail a vapor barrier where requiretl by code. Where perimeter office walls do not extend
to the roof deck, lay insulation on top of the ceiling tiles if code allows. Note: WSEC does not allow.
7.2 THERMAL WALL 4NSULATION: Fumish and install R-13 (or as requiretl by the energy compliance calculation)
unfaced fiberglass batt insulation from floor to roof in walls between conditioned and unconditioned spaces.
Furnish and install R-13 at all furred exterior concrete wall at conditioned spaces. Provide a vapor barrier where
required by code. For Seattle market, install R•10 rigid insulation from floor to roof in walls between conditioned
and unconditioned spaces.
7.3 ACOUSTIC INSULATION: Fumish and install 3 112" unfaced fiberglass batt acoustic insulation in all toilet and
shower room walls and ceilings, and demising wall at office area. The batt insulation at office demising wall
should go the full height of the wall.
7,4 INSULATION FACING: All exposed fiberglass batt insulation shall have a white PSK-25 or approved equivalent
facing.
7.5 ROOFING: The contractor shall use a roofing contractor certified to install the existing roofing material for
patching of all roof penetrations, Prior to the work, contractor should verify with Prologis manager for the
qualified roofers. The new roof penetrations shall be made in accordance with the roofing manufacturer's
recommendations, such that the existing roofing warranty is maintainad. The patch shall also meet all of the
requirements stated in the building shell specifications. On built-up roofs, pipe and conduit penetraUons at the
roof shall receive galvanlzed pipe flashing with screw clamp and elastomeric sealant and shall also be hot
asphalt patched with 4 ply.
7.6 ARCHITECTURAL SHEETMETAL: Fumish and install sheet metal cap flashing on top of any roof mounted
wood sleepers approved by owner.
7,7 FIRE SAFING: PeneVations at one hour walls shall be fire safed or caulked. .
DIVISION 8 DOORS AND WINDOWS
8.1 INTERIOR DOORS AND FRAMES: Fumish and fnstall 3'-0" x 7'-0" x 1-3/4", solid core, birch, B-3 stain
prefinished doors in °Timely" prefinished black steel frames (clear anodized aluminum frames by ACI, Eclipse or
approved equal in the San Francisco Bay Area), with 1,112" pairs of Hager 881279 butts per door U.O.N. (All
office door shall receive a 2'-0" sidelight in the San Francisco Bay and Seattie Areas). Doors receiving closers
shall receive ball-bearing butts. Doors and frames shall be 20 minutes rated where required. When working in
an existing tenant space, the new doors and frames shall match the existing doors and frames U.O.N. Use metal
frame for door backing, wood is not allowed: .
8.2 NEW EXTERIOR DOORSIFRAMES: 20 guage, fuil flush,1-3/4" thick hollow metal with fibrous honeycomb core
or steel stiffened hollow metal. Install rain drip seal on new hollow metal doors. Freme: 18 guage with 2" faces
and 5/S" stops formed internal corners mitered, welded and ground smooth.
8.3 INTERIOR DOOR HARDWARE: Fumish and (nstall Schlage AL10S Satum passage hardware on all doors
except single accommodation toilet rooms which shall receive Schlage AL40S privacy locks. The door hardware
shall have a brushed chrome 626 finish UA,N. Fumish and install weather-stripping, closers, and drop seals at
doors between conditioned and non•conditioned areas. Fumish and install closers on all toilet and shower room
doors. The closer shall be fnstalled on the toilet room or warehouse sitle of the door. When working in an
existing tenant space, the new door hardware shall match the existing door hardware U.O.N.
8.4 EXTERIOR DOOR HARDWARE: Match the existing building hardware. Include door closers and latch guards
on all new doors.
8.5 DOOR SIGNAGE: Include all signage per code (Handicap, Exit, etc.)
tio If no O.H. doors exist
8.6 OVERHEAD DOORS: Match the existing building overhead doors and door insula n,
use insulated Overhead Door Company or equal with 3" track 20 gauge door vertical reinforced bottom rail, with
step plate flush panel sectional. Sawcutting at exterior concrete panels must be certified by a licensed structural
engineer. No overcuts will be allowed. Protect new overhead door tracks with °Zee Guards": 3/8" thick bent
plate, 4 feet long, bolted to the tilt-up wall panel to protect all dock overhead door tracks
8.7 INTERIOR WINDOW FRAMESIGLASS: Interior windows shail be 1/4" clear tempered glass set in black "Timely"
frames (or anodized aluminum frames in the S.F. Bay Area) to match the interior door frames. Glazing height
shall match door height,. UON; width shall be as indicatad on plans.
8.8 MIRRORS: Fumish and install 4' high x 1/4" thick plate glass mirrors with two coats silve� and electroplated
copper backing, and wiped edges at all lavatory vanities. The mirror shall be the length of the lavatory top set
directly on top of the splash and extending to the underside of the light shelf. If wall mounted lavatories are used,
the mirror shall be a Bobrick 2436.
8.9 EXTERIOR GLASS: The glass in new storefront doors and "in-filled" truck door openings shall match the existing
building glass. If the building glass is a long lead item, install gray vision glass (tempered if necessary) for
temporary use until building standard glass is available.
8.10 FALSE MULLIONS: Where interior drywall partitions meet the ei�erior window wall, furnish and install aluminum
"false" mullions finished to match the existing exterior storefront.
DIVISION 9FINISHES
9.1 FIRE RATED WALLS: Metal studs with one layer of 5/8" type "X" gypsum board on each side from the floor to
the roof deck with top slip track. The stud size and spacing shall be per the stud manufacturer's tables and local
cotle requirements. Install fire safing between the gypsum board and roof deck U.O.N. Penetrations at one hour
walls shall be fire safed or caulked.
9.2 FULL HEIGHT DRYWALL PARTITIONS (including tenant demising walls): Metal studs with one layer of 5/8"
type "X" gypsum board on each slde from the floor to the roof deck with top slip track. The stud sfze and spacing
shall be per the stud manufacturer's tables antl local code requirements. Drywall installed above an acoustical
ceiling shall be firetaped and screws spotted
,
9.3 OFFICE DRYWALL PARTITIONS: All partitions in areas with ceilings shall be undergrid 3-518" or 3-1/2" x 25 GA.
metal studs at 24" o.c. with 518" fire code type "X" gypsum board on each side. The ceiling grid shall be installed
first with walls built to the grid. Tho intersection of the wall at the grid shall be snug and flush, Install "L" metal
trim at the top of the wall. Toilet room perimeter walls shall be built to 6" above grid. Furr perimeter concrete
walls and interior columns in office areas to 6" aboire the grid.
9.4 OFFICEITOILET RM. WALL/CEILING FINISH: All office drywall shall receive a light skip trowel textured wall
finish. Denver, Salt Lake City, Portland and Sea�le area proJects shall receive a smooth finish. The skip trowel
texture shall be the size of a quarter dollar coin. The finish shall be mocked-up on a 4'x4' piece of drywall on the
jobsite for the owner's approval prior to final applicalion: The.toilet and shower room walls and ceilings shall have
a smooth finish and drywall ceiling installed at 8'-0" A.F.F. U.O.N.
9.5 WAREHOUSE GYPSUM BOARD WALL FINISH: All drywall in the warehouse shall be fire taped oniy unless
otherwise noted. Spot screws in firetaped areas
9.6 END CAPS: Where a partition meets a window mullion, fumish and install an aluminum "wall end cap" finished
to match the storefront U.O.N. Install rigid 2" x 2" black foam between end cap and storefront glass if end cap
does not intersect vertical mullion.
9.7 WAINSCOT: Toilet room walls shall have 4' high white FRP or plastic laminated wainscot set 6" A.F.F. U.O.N.
Walis behind mop sinks, drinking fountain and laundry sinks shall receive a 4' x 4' wainscot along each side of
the sink in contact with the wall. All wet walls shall receive water resistant drywall (greenboard). Walls in
showers shall receive cement board backer.
9.8 ACOUSTIC CEILING TILE: Fumish and install 24" x 48" x 5/8" USG Omni non-directional fissured tile or equal,
installed at 9'-0" A.F.F., U.O.N. in ail office areas except toilet and shower rooms. Use second-look ceiling tile in
Seattle market
9.9 ACOUSTIC CEILING TILE SUSP[NSION SYSTEM: Furnish and install Class "A" 15/16" exposed "T" grid
system, intermediate duty (heavy duty in seismic design category "D° areas) with 11/2" main tees, 11/2" cross
tees, and 7/8" x 7/8" wall mold as manufactured by Donn or equal per cotle, Fire rated grid and tile shall be used
where code requires. The grid color shall be white to match the tile exactly.
9.10 CARPET: Carpeting shall be Designweave, Shaw (such as Lynchburg 26 series) or approved equal, loop
graphic, solution dyed 100% nylon, 26 oz. per square yard average yam weight minimum,1/10th gauge, color to
be selected from manufacturer's standard colors U.O.N. Carpet shall be direct glue down U.O.N. Verify with
Prolo is Mana er for final finish seleclion.
9 9
In Seattle Area: Install walkoff mat at all doors from o�ce to either exterior of the building or warehouse. The
walkoff mat should be at least 4' wide or the width of the haliway by 3' deep. T h e p r o d u c t s h o u l d b e C o n n e x u s
Super Nop 52 In either roll good or modular tile or equal.
9.11 VINYL COMPOSITION TILE: Fumish and install 1/8" gauge, standard grade, VCT as manufactured by Tarkett,
Azrock, or Armstrong. Install VCT in server rooms and IT closets. No VCT shall be installed in toilet rooms.
Verify with Prologis Manager for final flnish selection.
9.12 RUBBER BASE: All areas receiving Floor covering and new walls except the toilet rooms shall have 4" high
tOpset rubber base as manufactured by Burke, Roppe, or Tarkett in a standard color. Install the ru6ber base on a
continuously roll, not sectional. Verify with Prologis Manager for final finish selection.
9.13 SHEET VINYL: New toilet rooms shall receive sheet vinyl flooring with a 6" integral flashed cove base with
brushed aluminum trim on the top edge. All joints shall be heat welded and receive seam sealer. The sheet vinyl
shall be Corlon or Mannington Magna. If not available, need to specify later installed in all new toilet rooms.
Verify with Prologis Manager for final finish selection.
9.14 TRANSITION STRIPS: Fumish and install black vinyl transition strips at all changes in flooring material U.O.N.
9.15 CERAMIC TILE: (Central Valley area only)
Restrooms: Use 2x2 American 01ean ceramic tile or equal slip resistant on floors and 4x4 ceramic tile on walls
as noted on plans.
Grout: color to be selected from manufacturer's standard colors: The tile floor shall be cleaned after installation
to remove excess mortar and grout. The grout shall be sealed per manufacturer's recommendations.
Verify with Prologis Manager for final finish selection..
9.16 CONCRETE FLOOR SEALER: All concrete floor patches shall be resealed to match the existing concrete floor
sealer / hardener in warehouse areas.
9.17 PAINT: On walis rece(ving a skfp trowelled finish, apply one (1) coat of interior satin latex paint, Sherwin Williams
or equal in a standard light color. Lunch / break rooms, toilet and shower rooms and the wall at the coffee bar
shall receive one (1) coat of latex semi-gloss enamel over one (1) coat of PVA sealer. Smooth finished walls
shall receive iwo coats of eggshell latex paint. Paint the warehouse demising wall(s) and warehouse side of the
office walls one (1) coat of interior flat latex paint if required. Verify with Prologis Manager for final finish selection.
All exposed warehouse coiumns 18'-0" or taller shall be painted OSHA yellow to 12'-0° from A.F.F.. The
remainder of the column above 12'-0". to the roof shall be painted white.
DIVISION 10 SPECIALTIES
10.1 TOILET ACCESSORIES:
Napkin Disposals: Bobrick B-270 sanitary napkin disposals in each women's toilet stall U.O.N.
Paper Towel Dispenser: Bobrick B-369 (for single accommodation toilet rooms) or a 8obrick B-3944 (for multiple
accommodation toilet rooms) recessed paper towel dispenser with a waste receptacle U.O.N.
Seat Cover Dispenser: Bobrick B-221 seat cover dispenser in each toilet stall.
Toilet Paper Holder: Bobrick B-686 double toilef paper holder.
Grab Bars: Bobrick No. 86806-36 and B6806-42 stainless steel per ADA.
10.2 TOILET PARTITIONS: Furnish antl install metal, floor mounted, overhead braced toilet partitions with a backed
: enamel finish by Global Partitions, Knickerbocker or equal in manufactures standard "quick ship" color.
10.3 SIGNAGE: Furnish and install all handicap and exit signage as required by code.
DIVISION 11 DOCK EQUIPMENT
11.1 MANUFACTURER: All dock equipment when required by the customer as an upgrade shall be Arbon, Kelly I
Serco, Nordock or Powerramp.
11.2 LEVELER PIT: All exposed edges of the dock leveler pit shall be protected with steel comer angles. The
existing steel angle or channel at the face of the existing dock shall be replaced with new steel integrally tied to
the new pit. Do not overcut the comers when sawcutting the concrete slab for the new pik On the exterior wall,
all edges must have a clean'/." chamfer, accomplished by grinding or sawcutting the existing concrete with a'/+"
chamfer and pouring the new concrete with a%." chamfer.
11.3 DOCK LEVELERS: Mechanical 6' x 8' 35,000 Ib. capacity Arbon, Kelly / Serco, Nordock or Powerramp with
recessed pit per manufacturer's detaiL
11.4 EDGE OF DOCK LEVELERS: 72" wide x 3,000 Ib. capacity Arbon, Kelly / Serco, Nordock or Powerramp. The
EOD must be mounted per manufacturer's instr�ctions and must be installed with a transition plate extending
12"minimum into the building if there is no existing steel channel in the dock. Sawcut transition plate into the
concrete floor at the leadfng edge . •
11.5 DOCK SEALS: 16 oz. black vinyl and 40 oz. vinyl wear pleats with an 8" exposure. The projection shall be 10"
standard or 21" at E.O.D: s including wood biockouts.
11.6 DOCK SHELTERS: The fabric shall be 40 oz black hyplon. The projection shall be 24" standard and 36" at
E.O.D.'s.
11.7 DOCK LIGHTS: Adjustable dock loading light with 40" extension.
DIVISION 12 FURNISHINGS
12.1 BLINDS: All exterior windows, including exterior warehouse windows and windows above any acoustic ceilings,
shall receive mini-blinds by Bali "Classic" or approved equal, with a valance, in a color to match the storefront
aluminum color U.O.N. The blinds shall be "inside mounted" (between the vertical window mullions) flush with
the inside face of the mullion. Storefront doors and any interior windows shall not receive blinds. Install blinds at
all door sidelights. '
DIVISION 15 PLUMBING
15.1.1 DESIGN BUILD: Unless engineered plumbing system drawings are included in the bid documents, the plumbing
work shall be performed on a design-build basis. The design-build plumbing contractor shall furnish and install a
complete and operative plumbing system to meet all local and state codes.
15.1.2 PLANS: Provide plumbing plans for architect's and owner's review and approvaL
15.1.3 SEWER LINES: Sewer, soil and waste lines within the building below the finished floor elevation shall be
schedule 40 ABS plasUc or schedule 40 PVC plastic pipe. Sewer, soil and waste lines within the building above
the finished floor elevetion shall be standard weight cast iron. ABS piping may be used above the finished floor if
nd a roved b the owner.
permitted by code a pp y
15.1.4 GAS LINES: All gas lines shall be run under the roof above the bottom cord of the trusses perpendicular or
parallel to the existing roof structure. All new and existing gas lines within a single tenant space shall be
connected to a separate gas meter.
15.1.5 PIPE MATERIAL; All pipe materials shall be subJect to the requirements of the City and/or goveming body. All
domestic water, condensate and smitty pan drain lines must be copper.
15.1.6 PLUMBIN� FIXTURES AND TRIM;
Lavatory for vanity: American Standard, " Cadet Everclean- Oval Countertop sink", model 0419.444EC, white,
self-rimming or equal with a Delta Model 523LF HDF or Moen L4601 single lever type faucet assembly with a
grid strainer and bright chrome finish. Furnish and install a Handy-Shield Drain Cover #3011 White by Plumberex
Specialry Products under each lavatory.
Wall-hung lavatory: American Standard, "Lucerne", model 0355.012, white, wall mounted lavatory or equal with a
Delta Model 523 LF HDF single lever type faucet assembly with a grid strainer and bright chrome finish. Fumish
and install a Handy-Shield Drain Cover #3011 White by Plumberex Specialty Products under each lavatory.
Water closet: American Standard, " Madera FloWise- Right Height" elongated, flush valve toilet,17" height,
model 3043.001 or approved equal in white, with an Olsonite #95 seat and a Sloan #111 flush valve
Urinal: American Standard, "Washbrook FloWise", model 6590.125, or approved equal, white, with a 3/4" top
spud. For Portland Area: American Standard, "Washbrook FloWise", model 6590.125, or approved equal, white.
Coffee bar / Lunch Room sink: Elkay, model LRAD 1918, stainless steel, with a Delta #100 faucet If the Lunch
Room base cabinet is 8'-0" or longer, use an Elkay model GECR 2521. Fumish and install a Handy-Shield Drain
Cover #3011 White by Plumberex Specialry Products under each sink. '
Laundry tray: When specified as a customer upgrade use Fiat Products, Molded-Stone, model FL-1, with 20
gallon capacity, or Florestone Model FM Utility Sink with a Delta model 2123 laundry tub faucet.
Shower enclosure: When specified as a customer upgrade use Flo�estone, wheelchair accessible fiberglass
shower stall, 44-52H white with grab bars, seat, mi�ting valve and shower curtain rod.
Water heater: The water heater shall be A.O. Smith, State or approved equal sized to meet the demand. It shaU
be located on the warehouse floor in a smitty pan draining into a hub drain with a frap primer. The locetion shall
be as located by the architect or approved by the owner. All plumbing connections shall be matle with dielectric
unions. Install the water heater above the ceiling is not allowed.
Drinking fountain: If drinking fountafn is specified on the plan, Elkay model EZSTLSLC, for the high-low drink
fountain. If the local jurisdiction requires the protection for blind person, use Bobrick model "819298" grab bar;1
'/:" stainless steel. Install two grab bar, one at each end of the fountain.
15.1.7 CONDENSATE DRAINS: Fumish and install copper condensate drainage lines with proper venting for all HVAC
equipment. The lines shall be no smaller than 314" diameter and shall be located under the roof unless prchibited '
by code. PVC condensate line may not be used. In Reno, provide evaporator pans set in roof mastic.
15,1.8 SHUT-OFF VALVE: Fumish and install a main water line shut-off valve for the Resirooms in the handicapped
stall in the men's restroom, not above the ceiling, with an 8" x 8" painted steel access panel. Provide a typed
label "Main Water Valve" on the access panel.
15.1.9 MAIN WATER LINE: If a main domestic water line is not existing above the tenant space, fumish and insbll a 2"
diameter copper water line at the roof installed above the bottom cord of the Uusses, properly braced ta avoid
movement. At each future tenant space that the line crosses, install a 2" "T" with 2" gate valve (one vaVe per
storefront door). Extend the water line through the tenant demising wall into the "down stream" adjacenttenant
space with a 2" diameter gate valve. Furnish and install a 2" pressure reducing valve with an access pand at the
water service enUance when required.
15.1.10 HOSE BIB: Provide one rooftop hose bib if not existing (Freeze proof where required).
15.1.11 CLEAN-OUTS: Fumish and install a brass floor clean-out cove� at the proper finished elevation as requ�ed. if
lhe clean-out is in the warehouse area, furnish and install a cast iron heavy duty traffic rated cover.
DIVISION 15 FIRE PROTECTION
15.2.1 DESIGN BUILD: The fire protection work shall be performed on a design-build basis. The design-build fire
protection contractor shall furnish and install all modifications to the existing fire sprinkler system to neet all
applicable local and state fire code requirements. Sprinkler heads shall be dropped into all suspendedceiling
areas. Upgrade of existing system shall conform with a class IV occupancy. In buildings with ESFR srstems,
maintain the necessary clearances from all obstructions.
15.2.2 PIPE MATERIAL: All fire sprinkler piping shall be standard schedule 10 for 6" piping, and schedule 7 for 4' and 2
Y�" piping U.O.N. Schedule 5 pipe may not be used. '
15.2.3 SPRINKLER HEADS: The fire sprinkler heads in areas with ceilings shall be chrome, semi-recessed, wih white
escutcheons. When "second look" acoustical ceiling tiles are used, sprinkler heads shall be centered on he half
tile.
15.2.4 HYDRAULIC TESTING: The contractor shall include the cost of any required hydraulic testing of he fire
sprinkler system.
1 5. 2. 5 F I R E E X T I N G U I S H E R S: F i r e e x t i ng u i s h e r s s h a l l b e f u r n i s h e d a n d i n s t a l l e d p e r ci ty f ir e c o d e. E x tinguishas may
be wall hung.
15.2.6 SYSTEM SHUT DOWN: The building may be equipped with an ESFR fire protection system and boostei pump.
The pump must be turned off prior to causing any flow in the system. The pump must bo turned t�ck on
immediately after flow is complete each day. Hoses must be used to drain down the system to avoid stahing of
concrete and asphalt surfaces and damage to landscape areas. Contact the Owner's property managerprior to
performing any work on the fire system, or deactivaGng the pump.
DIVISION 15 HVAC
15.3.1 DESIGN BUILD: Unless engineered HVAC system drawings, are included in the bid documents, the HVA:, work
shall be performed on a design-build basis. The design shall be based upon ASHRAE standards, local coie, and
weather data. Caiculations shall be provided upon owner request. The design-build HVAC contractur shall
fumish and install a complete and operative HVAC system to meet all local and state codes.
15.3.2 PLANS; Provide HVAC plans forarchitect's and owner's review and approvaL
15.3.3 WARRANTY AND SERVICE: All work shall include a one year parts and labor warranty, a five year com�ressor
parts warranty and a 90 day service contract from the date of project compleiion.
15.3.4 UNITS: The HVAC units shall be gas/electric, bottom discharge, as manufactured by Carrier, Trane, Lemox, or
York. Units shall be installed on a leveled, manufactured curb. All rooftop equipment shall be seisnically
fastened to the structure. Side discharge units may not be used. Commercial grade heat pumps by Carrier
(model 50TCQ), or Trane (model WCD) only may only be used in the Las Vegas or Phoenix markets. Wh.n heat
pumps are used, they must be installed with auxiliary strip heaters and single point wiring kits. Furnish and install
economizers on all units larger than five tons and whenever required by the energy wde. For Denver a�d Salt
Lake City areas, provide hail guards on rooftop units
15.3.5 UNIT LOCATIONS: HVAC and evaporative coo�er units (when used) shall be located on roof, adjacent to a
glulam beam or girder, at or near a sUuctural column, set back from bu'ilding edge to hide �hem fron sight.
Framing for roof penetrations and supports for all roof-top equipment must be reviewed, approved and �amped
by a structural engineec
15.3.6 EVAPORATIVE COOLER: Evaporative coolers when specified as a customer upgrade shall provide a rrinimum
of four air changes per hour U.O.N. The coolers shall be United Metal Products "Slimline" units or approved
equals. Provide adequate relief venting to allow all doors within the tenant space to close properly. The cooler
plenums shall be located midway between fire sprinkler lines and fire sprinkler heads in buildings with ESFR
buildings. The plenums, water supply lines and drain lines shall not encroach into the building's cleai space
U.O.N.
15.3.7 CURBSISLEEPERS: All mechanical units (HVAC units, evaporative coolers, and relief vents) shall be loated on
roof and shall be installed with a self flashing, leveled, factory curb. Furnish and install 4 inch leg cart strips
around all curbs. Absolutely no wood or metal sleepers may be used without owner's written permission.
15.3.8 CONTROLS: The HVAC system shall be connected to a 7-day digital programmable thermostak All thermostats
shall be mounted at 48" A.F.F. and shall have an automatic change-over feature. If freeze protection only is
installed in the warehouse, the thermostat control should be mounted on the nearest building cniumn at 10' AFF
and aligned away from racking.
15.3.9 EXHAUST FANS: Fumish and install an exhaust fan in each toilet room and shower room (if applicable). Instail
a supply air grille in the toilet rooms or a transfer grille from the toilet ! shower room ceilirg to the adjacent
conditioned space. In multi-fixture restrooms, fans shall be rated at 150 CFM minimum.
15.3.10 DUCTING: All ductirig shall be galvanized spiral, or rectangular insulated with 1-1/2" wrap and vapor barrier or
duct board. Any exposed duct in a conditioned warehouse area must be galvanized spiral sheet metal Final
connections to the registers shall be made with a minimum 5' soft flex duct for sound attenuation, All plenums
shall be fabricated from insulated galvanized sheet metal of appropriate gauge for low pressure use. Fienums
shall extend from the unit to the level of the horizontal branches. No ducting or plenum drops may be iistalled
over warehouse space. Spray paint flat black any ducting visible through the grille. If the project is a rerr.odel of
an existing system, all abandoned ducting shall be removed.
15.3.11 FITTINGS: All wye branch fittings shall have volume dampers with locking quadrant in main and branch ducts.
The dampers shall be tagged for easy recognition.
15.3.12 GRILLES: All conditioned areas shall have a supply register and a ducted retum register. Transfer grillsare not
permitted in the office area. Supply and retum air registers shall be white baked enamel 2'x2' with a peforated
face, flush mounted. Supply air registers shall have a 4-way directional blow. Restroom registers mey be 1'x2' if
necessary.
15.3.13 FILTERS: Filters shall be located at the unit not at the return register. Replace all existing filters a`ter ihe
completion of the construction.
DIVISION 16 ELECTRICAL
16.1 DESIGN BUILD; Unless engineered electrical system drawings are included in the bid documents, the eectrical
work shall be performed on a design-build basis. The design-build electrical conUactor shall fumish and 'nstall a
complete and operative electrical system to meet all local and state codes.
16.2 PLANS: Provide electrfcal plans for architecYs and owner's review and approvai.
16.3 ENERGY CALCS: Provide energy compliance code lighting calculations if required.
16.4 METER SECTION: Fumish and install an electrical meter secGon "bussed for future" sections if not existirg.
16.5 PANELS AND TRANSFORMERS: The locations of the 277/480 volt electrical panel, the transformer, and the
120/208 volt electrical panel shall be approved by the owner. Typically these should be located on ihe
office/warehouse wall adjacent to the tollet rooms. The electrical panels and transformer shall be sized ;o allow
for a 25% increase in the number of circuits in the future.
16.6 OFFICE LIGHTING: See updated LED IighUng spec, per Prologis this sheet.
16.7 TOILET ROOM LIGHTING: See updated LED IighUng spec, per Prologis this sheet.
16.9 OUTLET BOXES: All outlet boxes for wall switches, wall receptacles, telephone, etc. shall be galvanized steel or
cast e boxes.
�Yp
16.10 RECEPTACLES: Furnish and install two (2)110V dupiex receptacles and one (1) telephone "ring and sring" in
each office.
16.11 DEDICATED RECEPTACLES: Fumish and install a dedicated 110 volt fourplex outlet at the telephon: board
and two dedicated 110V outlets at the coffee bar. Provide a dedicated 20 AMP GFI receptacle if within 6 of any
sink;
16.12 GFI RECEPTACLES: Provide one GFI electrical outlet in each toilet room. Install GFI receptacles Hnerever
requfred by cade.
16.13 WAREHOUSE SWITCHING: The warehouse lighting must be controlled from light switches at the
officelwarehouse door or other owner approved location, not at the electrical paneL
16.14 ELECTRICAL CONDUIT / CONDUCTOR MATERIAL: All conduit shall be EMT. MC cable may be used in lieu
of EMT where permitted by code. Romex may not be used: All conductors must be copper.
16.15 CONDUIT INSTALLATION: All conduits in areas withoufceilings shall be installed at or above the bottoms of the
trusses or beams: All conduits shall be run at 90 degrees or parallel to structural members, walls flo�rs and
ceilings. No conduit may be installed below the slab or on top of the roof without tha owner's written permssion.
16.16 TELEPHONE BOARD: Fumish and install one, 4'x8'x314", APA C-D piugged (paint grade), fire retardant plywood
telephone backboard for mounting customer's electrical or telephone equipment. Provide No. 6 copperground
wire unless otherwise required.
16.17 TRIM COLOR: All light switches, outlets and electrical trim shall be white.
16.18 LABELING: Label all panels, control points, switches, and motors as directed. Panels shall be identified ty panel
number. Switches shall be labeled indicaGng the equipment which they control. Typed (circuit) panel dir.ctories
are to be supplied and installed
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3'-0" 3'-0"
518" TYPE "X" GWB OVER MTL STUDS (SIZE
PER PLAN) PAINT TO MATCH EXISTIN�.
SOUND BATT AS REQ.
XDNI POWER DRIVEN HILTI
FASTENER 24" OC EMBED 1-1/2"
RUBBER BASE TO MATCH BLDG, STANDARD
PATCH & REPAIR AS REQ'D. TO
RECEIVE FINISH PER SCHEDULE
ADJUSTABLE
SHELVES, TYP.
24" DEEP COUNTER � ! NO BASE UNDER SINK TO PROVIDE
4" INTEGRAL P. LAM. WHEELCHAIR ACCESS.
SPLASH
NOTE;
FIELD VERIFY SIZE OF BREAKROOM PRIOR
TO CASEWORK FABRICATION,
A EW RK ELEV.
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5719 .
REGISTERED
CHIT CT
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ROBERT A. KROESE I
STATE OF WASHINGTON
Jackson � Main Architecture
311 First Avenue S.
Seattle, Washington 98104
t 206.324.4800
e-mail: gregg.percich@jacksonmain.com
These plans and specifications are the property of
Jackson � Main Architeture, P.S. These
documents may not be copied, reproduced, used or
implemented in any way, in part or in whole, without
the written consent of Jackson � Main Architecture,
P.S, All common law rights of copyright are
hereby speciflcally reserved.
Print Record
06/17/2016 FOR OWNER REVIEW
06/20/2016 FOR PERMIT
Revision Record
KEN O�D
ANUFACTURING
UPLAND DISTRIBUTION CENTER
1131 ANDOVER PARK WEST
TUKWILA , WASHINGTON 98188
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12720 Gateway DR
Suite 110
Tukwila, WA 98168 .
Telephone: 206.414.7600
Facsimile: 206.414.7601
Date Project No.
06120116 16008.46
Sheet Title
DETAILS & GUSTOMER
FINISH STANDARDS
Sheet
Na
m
❑ Released for Construction
Not Released for Construction