HomeMy WebLinkAboutPermit D17-0264 - UPLAND DISTRIBUTION CENTER - MAN DOORUPLAND DISTRIBUTION
CENTER
1121 ANDOVER PARK W
D17-0264
Parcel No:
Address:
0
City 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.gov
3523049110
1121 ANDOVER PARK W
DEVELOPMENT PERMIT
Project Name: UPLAND DISTRIBUTION CENTER
Permit Number: D17-0264
Issue Date: 12/7/2017
Permit Expires On: 6/5/2018
Owner:
Name:
Address:
Contact Person:
Name:
Address:
Contractor:
Name:
Address:
License No:
Lender:
Name:
Address:
AMB PROPERTY CORP
60 STATE ST STE 1200 C/O RE TA ,
BOSTON, WA, 2109
ADRIANNE MARTIN
311 FIRST AVE S , SEATTLE, WA, 98104
JOHNSON TENANT IMPROVEMENT
INC
P.O. BOX 1149 , BOTHELL, WA, 98041-
1149
JOHNSTI092PA
PROLOGIS PROPERTIES
12720 GATEWAY DR - SUITE 110 ,
TUKWILA, WA, 98168
Phone: (206) 324-4800
Phone: (206) 660-5286
Expiration Date: 3/10/2018
DESCRIPTION OF WORK:
ENCLOSE EXISTING BUILDING PHONE DEMARK. SW CUT NEW MAN DOOR IN EXISTING PANEL FOR EXTERIOR
ACCESS.
Project Valuation: $5,000.00
Type of Fire Protection:
Sprinklers: YES
Fire Alarm: YES
Type of Construction: VB
Electrical Service Provided by: TUKWILA
Fees Collected: $340.93
Occupancy per IBC: B
Water District: HIGHLINE,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:
2015
2015
2015
2015
2015
National Electrical Code:
WA Cities Electrical Code:
WAC 296-46B:
WA State Energy Code:
2017
2017
2017
2015
Public Works Activities:
Channelization/Striping:
Curb Cut/Access/Sidewalk:
Fire Loop Hydrant:
Flood Control Zone:
Hauling/Oversize Load:
Land Altering:
Landscape Irrigation:
Sanitary Side Sewer:
Sewer Main Extension:
Storm Drainage:
Street Use:
Water Main Extension:
Water Meter:
0 o
Volumes: Cut: 0 Fill: 0
Number: 0
Permit Center Authorized Signature:
J
I hearby certify that I have read and examined this permit and know the same to be true and correct. All
provisions of law andi 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 p:, it and agree to the conditions attached to this permit.
Signature:
Print Name: hf)(.it/t)fie%'A/
Date:J 7/7
This permit shall become null 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:
4: 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)
2: Sprinklers shall be installed under fixed obstructions over 4 feet (1.2 m) wide. (NFPA 13-8.6.5.3.3)
1: 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).
3: Contact The Tukwila Fire Prevention Bureau to witness all required inspections and tests. (City Ordinances
#2436 and #2437)
5: Any overlooked hazardous condition and/or violation of the adopted Fire or Building Codes does not imply
approval of such condition or violation.
6: These plans were reviewed by Inspector 511. If you have any questions, please call Tukwila Fire Prevention
Bureau at (206)575-4407.
7: ***BUILDING PERMIT CONDITIONS***
0 0
8: 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 documehts shall be
resubmitted for approval.
9: 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.
10: All construction shall be done in conformance with the Washington State Building Code and the
Washington State Energy Code.
11: Notify the City of Tukwila Building Division prior to placing any concrete. This procedure is in addition to
any requirements for special inspection.
12: All rack storage requires a separate permit issued through the City of Tukwila Permit Center. Rack storage
over 8 -feet in height shall be anchored or braced to prevent overturning or displacement during seismic
events. The design and calculations for the anchorage or bracing shall be prepared by a registered
professional engineer licensed in the State of Washington. Periodic special inspection is required during
anchorage of storage racks 8 feet or greater in height.
13: 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).
14: All electrical work shall be inspected and approved under a separate permit issued by the City of Tukwila
Permit Center.
15: Preparation before concrete placement: Water shall be removed from place of deposit before concrete is
placed unless a tremie is to be used or unless otherwise permitted by the building official. All debris and ice
shall be removed from spaces to be occupied by concrete.
16: 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.
PERMIT INSPECTIONS REQUIRED
Permit Inspection Line: (206) 438-9350
1700 BUILDING FINAL**
0301 CONCRETE SLAB
1400 FIRE FINAL
0201 FOOTING
0409 FRAMING
0401 ROOF SHEATHING
0413 WALL SHEATHING/SHEAR
i
•r
CITY OF TUSW t~ J
Community Development Department
Public Works Department
Permit Center
6300 Southcenter Blvd., Suite 100
Tukwila, WA 98188
bttp://www.TukwilaWA.gov
Building Pern` No. !. 0 Z
Project No.
Date Application Accepted: (-4)`'1-
Date Application Expires: '2 - )4'1
(For office use only)
CONSTRUCTION PERMIT APPLICATION
Applications and plans must be complete in order to be accepted for plan review.
Applications will not be accepted through the mail or by fax.
**Please Print**
SITE LOCATION
King Co Assessor's Tax No.:
Site Address: 1121 Andover Park West
'Tenant Name:
Upland Distribution Center
352304-9102
Suite Number: Floor: 1
PROPERTY OWNER
Name: Adrianne Martin
Name: Prologis Properties
City: Seattle State: WA Zip: 98104
Address: 12720 Gateway Drive, Suite 110
Email: adrianne.martin@jacksonmain.com
City: Tukwila State: WA
Zip: 98168
CONTACT PERSON — person receiving all project
communication
Name: Adrianne Martin
Address: 311. S. First Aveune South
City: Seattle State: WA Zip: 98104
Phone: (206) 324-4800 Fax:
Email: adrianne.martin@jacksonmain.com
GENERAL CONTRACTOR INFORMATION
Company Name:
Address:
Address: 311 First Avenue South
City: Seattle State: WA Zip: 98104
Phone: (206) 324-4800 Fax:
City:
State:
City: Cashmere State: WA
Zip:
Phone:
Fax:
Email:
Contr Reg No.:
Exp Date:
Tukwila Business License No.:
H:\Applications\Porms-Applicatam On Line \2011 Applications\Pemrit Application Revised- 8-9.11.doci
Revised: August 2011
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New Tenant: ❑ Yes ..No
ARCHITECT OF RECORD
Company Name: Jackson Main Architecture
Architect Name: Gregg Percich
Address: 311 First Avenue South
City: Seattle State: WA Zip: 98104
Phone: (206) 324-4800 Fax:
Email: gregg.percich@jacksonmain.com
ENGINEER OF RECORD
Namefarz
Company Name: Structural Phil
Engineer Name: Phil Van Heningin
tA �aL
Address: 7675 Nahahum Canyon Road
City. 1
i ILA-
City: Cashmere State: WA
Zip: 98815
Phone: (509) 881-0824 Fax:
Email:
LENDER/BOND ISSUED (required for projects $5,000 or
greater per RCW 19.27.095)
Namefarz
Teel
Address: l.2-1 ?o
1
tA �aL
i V t 1 t 0
City. 1
i ILA-
State: 1k
Zip:qv/4691
Page 1 of 4
BUILDING PERMIT INFORMATIO("206-431-3670
Valuation of Project (contractor's bid price): $ 5300 4152 -
Describe the scope of work (please provide detailed information):
Enclose existing building phone demark. Saw cut new man door in existing panel for exterior access.
Existing Building Valuation: $
Will there be new rack storage? ❑ Yes
0.. No If yes, a separate permit and plan submittal will be required.
Provide All Building Areas in Square Footage Below
PLANNING DIVISION:
Single family building footprint (area of the foundation of all structures, plus any decks over 18 inches and overhangs greater than 18 inches)
*For an Accessory dwelling, provide the following:
Lot Area (sq ft): Floor area of principal dwelling: Floor area of accessory dwelling:
*Provide documentation that shows that the principal owner lives in one of the dwellings as his or her primary residence.
Number of Parking Stalls Provided: Standard:
Compact: Handicap:
Will there be a change in use? 0 Yes 0 No If "yes", explain:
FIRE PROTECTION/HAZARDOUS MATERIALS:
Sprinklers Automatic Fire Alarm 0 None 0 Other (specify)
Will there be storage or use of flammable, combustible or hazardous materials in the building? tst 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 Data Sheets.
SEPTIC SYSTEM
0 On-site Septic System — For on-site septic system, provide 2 copies of a current septic design approved by King County Health
Department.
HAApplications\Fomtt-Applications On Line\201 1 Applications\Perndt Application Revised - 8-9-11.docx
Revised: August 2011
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Page 2 of
Existing
Interior Remodel
Addition to
Existing
Structure
New
Type of
Construction per
IBC
Type of
Occupancy per
IBC
lx` Floor
100,200
V—B
S-1, B
2nd Floor
3'd Floor
Floors thru
Basement
Accessory Structure*
Attached Garage
Detached Garage
Attached Carport
Detached Carport
Covered Deck
Uncovered Deck
PLANNING DIVISION:
Single family building footprint (area of the foundation of all structures, plus any decks over 18 inches and overhangs greater than 18 inches)
*For an Accessory dwelling, provide the following:
Lot Area (sq ft): Floor area of principal dwelling: Floor area of accessory dwelling:
*Provide documentation that shows that the principal owner lives in one of the dwellings as his or her primary residence.
Number of Parking Stalls Provided: Standard:
Compact: Handicap:
Will there be a change in use? 0 Yes 0 No If "yes", explain:
FIRE PROTECTION/HAZARDOUS MATERIALS:
Sprinklers Automatic Fire Alarm 0 None 0 Other (specify)
Will there be storage or use of flammable, combustible or hazardous materials in the building? tst 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 Data Sheets.
SEPTIC SYSTEM
0 On-site Septic System — For on-site septic system, provide 2 copies of a current septic design approved by King County Health
Department.
HAApplications\Fomtt-Applications On Line\201 1 Applications\Perndt Application Revised - 8-9-11.docx
Revised: August 2011
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Page 2 of
[iiJBLIC WORKS PERMIT INFO1-‘TATION - 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
❑ ...Water Availability Provided
Sewer District
❑ ...Tukwila
0 ...Sewer Use Certificate
❑ .. Highline
❑ ...Valley View ❑ .. Renton
❑ ... Sewer Availability Provided
0 .. Renton
❑ .. Seattle
Septic System:
0 On-site Septic System — For on-site septic system, provide 2 copies of a current septic design approved by King County Health Department.
Submitted with Application (mark boxes which apply):
❑ ...Civil Plans (Maximum Paper Size — 22" x 34")
0 ...Technical Information Report (Storm Drainage)
0 ...Bond ❑ .. Insurance ❑ .. Easement(s)
Proposed Activities (mark boxes that applv):
❑ ...Right-of-way Use - Nonprofit for less than 72 hours
❑ ...Right-of-way Use - No Disturbance
❑ ...Construction/Excavation/Fill - Right-of-way 0
Non Right-of-way 0
0 ...Total Cut cubic yards
❑ ...Total Fill cubic yards
❑ ...Sanitary Side Sewer
❑ ...Cap or Remove Utilities
0 ...Frontage Improvements
❑ ...Traffic Control
0 ...Backflow Prevention - Fire Protection "
❑ .. Geotechnical Report
❑ .. Maintenance Agreement(s)
❑...Traffic Impact Analysis
❑ ...Hold Harmless — (SAO)
❑ ...Hold Harmless — (ROW)
❑ .. Right-of-way Use - Profit for less than 72 hours
❑ .. Right-of-way Use — Potential Disturbance
❑ .. Work in Flood Zone
❑ .. Storm Drainage
❑ .. Abandon Septic Tank
❑.. Curb Cut
❑ .. Pavement Cut
❑ .. Looped Fire Line
Irrigation
Domestic Water
❑ ...Permanent Water Meter Size... WO #
❑ ...Temporary Water Meter Size .. WO #
❑ ...Water Only Meter Size WO #
❑ ...Sewer Main Extension Public ❑ Private 0
❑ ...Water Main Extension Public ❑ Private 0
❑ .. Grease Interceptor
❑ .. Channelization
❑ .. Trench Excavation
❑ .. Utility Undergrounding
0 ...Deduct Water Meter Size
FINANCE INFORMATION
Fire Line Size at Property Line
Number of Public Fire Hydrant(s)
0 ...Water 0 ...Sewer 0 ...Sewage Treatment
Monthly Service Billing to.,
Name:
Day Telephone:
Mailing Address:
Water Meter Refund/Billing:
Name:
Mailing Address:
City
State
Zip
Day Telephone:
City
State
Zip
H:\Applications\Forms-Applications On Line\2011 Applications\Permit Application Revised - 8-9-11.docx
Revised: August 2011
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Page 3 of 4
PERMIT APPLICATION NOTES —
Value of Construction — In all cases, a value of construction amount should be entered by the applicant. This figure will be reviewed and is subject
to possible revision by the Permit Center to comply with current fee schedules.
Expiration of Plan Review — Applications for which no permit is issued within 180 days following the date of application shall expire by limitation.
The Building Official may grant one or more extensions of time for additional periods not exceeding 90 days each. The extension shall be
requested in writing and justifiable cause demonstrated. Section 105.3.2 International Building Code (current edition).
I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE: SAME TO BE TRUE UNDER
PENALTY OF PERJURY BY THE LAWS OF THE STATE OF WASHINGTON, AND I AM AUTHORIZED TO APPLY FOR THIS PERMIT.
BUILDING 1 u R OR
Signature:
Print Name: Adriana De Giuli
Date: 09/29/2017
Day Telephone: (206) 324-4800
Mailing Address: 311 First Avenue South Seattle WA 98104
City
H:\Applications\Fonns-Applications On Line \2011 Applications\Permit Application Revised - 8-9-11.docx
Revised: August 2011
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state Zip
Page 4 of 4
Cash Register Receipt
City of Tukwila
DESCRIPTIONS
1
PermitTRAK
ACCOUNT QUANTITY
PAID
$212.34
D17-0264 Address: 1121 ANDOVER PARK W Apn: 3523049110
$212.34
Credit Card Fee
$6.18
Credit Card Fee
R000.369.908.00.00
0.00
$6.18
DEVELOPMENT
$196.56
PERMIT FEE
R000.322.100.00.00
0.00
$192.06
WASHINGTON STATE SURCHARGE
B640.237.114
0.00
$4.50
TECHNOLOGY FEE
$9.60
TECHNOLOGY FEE
TOTAL FEES PAID BY RECEIPT: R12978
R000.322.900.04.00 0.00
:.
$9.60
$212.34
Date Paid: Thursday, December 07, 2017
Paid By: GORDON MYRON
Pay Method: CREDIT CARD 817011
Printed: Thursday, December 07, 2017 4:11 PM 1 of 1
CiISYSTEMS
Cash Register Receipt
City of Tukwila
Receipt Number
R12446
DESCRIPTIONS I
PermitTRAK
ACCOUNT
QUANTITY
(j PAID
$128.59
D17-0264 Address: 1121 ANDOVER PARK W
Apn: 3523049110
$128.59
Credit Card Fee
$3.75
Credit Card Fee
R000.369.908.00.00
0.00
$3.75
DEVELOPMENT
$124.84
PLAN CHECK FEE
TOTAL FEES PAID BY RECEIPT: R12446
R000.345.830.00.00
0.00
$124.84
$128.59
Date Paid: Friday, September 29, 2017
Paid By: GREGG PERCICH
Pay Method: CREDIT CARD 029868
Printed: Friday, September 29, 2017 3:21 PM 1 of 1
CIVWSYSTEMS
INSPECTION NO,
INSPECTION RECORD
Retain a copy with permit
b Sl-a26i
PERMIT NO.
CITY OF TUKWILA BUILDING DIVISION
6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670
Permit Inspection Request Line (206) 438-9350
Project:
� siri L..-1-100
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Type of Inspection:
B , 115 .F.) ���
fI.,
Add ess:
117-1 A,Jdo Bill. \
Date Called:
Special Instructions/ `
S, E so- gt
Date Wanted: / a.m.
3-Z4—�I� p.m.
Requester:
j)0
Phoneo: ` 7,5 � le
Approved per applicable codes. Corrections required prior to approval.
COMMENTS:
04,,Idi fi,ilfri,
74,
1nspecto 3_ag
Date: .,3/27
REINSPECTION FEE REQUIRED. Prior to next inspection. fee must be
paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection.
•
INSPECTION NO.
INSPECTION RECORD
Retain a copy with permit
PERMIT NO.
CITY OF TUKWILA BUILDING DIVISION
6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670
Permit Inspection Request Line (206) 438-9350
Project:
DP/ice ?/S ✓?)BtfI7 M a1
Type of Inspection:
r1v,i %-
Address:,• P
/12/ 17#1,61,4W / °l� Ail
Date Called: 1
Special Instructions: •
rl/� �R
Quo y POOR/�(�d��i:
DwR PM,p� e Aldi'
Date Wanted: a.m.
.x'2/6
Reque1ster:
Phone No: _
42,5 ;7 r�'`�--3 % e3
Approved per applicable codes. L Corrections required prior to approval.
COMMENTS:
Inspector:
Date:
REINSPECTION FEE REQUIRED. Prior to next inspection. fee must be
paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection.
INSPECTION NUMBER
INSPECTION RECORD
Retain a copy with permit
/ 7-5--G3y
PERMIT NUMBERS
CITY OF TUKWILA FIRE DEPARTMENT
206-575-4407
Project:// i Altia n ip 4c5
_ .),
UNQ.
Type of Inspectio
n 4/1.41
Address: /Contact
Suite #: I1/
474J
Person:
Special Instructions:
Permits:
Phone No.:
x
Approved per applicable codes.
Corrections required prior to approval.
COMMENTS:
-kows 13 ioakfe,d , Ad
Needs Shift Inspection:
Sprinklers:
Fire Alarm: ,
Hood & Duct:
Monitor:
Pre -Fire:
Permits:
Occupancy Type:
Inspector: M 513
Date:
/ ZZ/%8
Hrs.:
/<e)
$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:
Company Name:
Address:
City:
State:
Zip:.
Word/Inspection Record Form.Doc
3/14/14
T.F.D. Form F.P. 113
INSPECTION NUMBER
-,.
r _ _
INSPECTION RECORD
Retain a copy with permit,a
2--S
P)1 -02b y
PERMIT NUMBERS
CITY OF TUKWILA FIRE DEPARTMENT
206-575-4407
Project: /
W)/ i P �� vt-
Type of Inspection:
60t/&(/ -
Address:
Suite #: i/0/ A P Uj.
Contact Person:
_Special_Instructions:
Phone No.:
r
ALApproved per applicable codes.
Corrections required prior to approval.
COMMENTS:
1#-/a/1- /kg (c /l/
Ca- kir
v
f
Needs Shift Inspection:
Sprinklers' /' _!
Date:
Z/fp g
Fire Alarm:
Hood & Duct:
('
'
Monitor:
Pre -Fire:
Permits:
Occupancy Type:
Inspector:
f y% S 3
Date:
Z/fp g
Hrs.:
,„,/,/
$100.00 REINSPECTION FEE REQUIRED. You will receive an invoice from
the City of Tukwila Finance Department. Callao schedule a reinspection.
Billing Address
Attn:
Company Name:
Address:
City:
State:
Zip:
Word/Inspection Record Form.Doc
3/14/14
T.F.D. Form F.P. 113
In JACKSON I'VIAIN
1/ ARCHITECTURE
November 14, 2017
Mr. Bill Rambo — Permit Technician
City of Tukwila — Department of Community Development
6300 Southcenter Boulevard Suite #100
Tukwila, WA 98188
Re: Correction Letter # 1
DEVELOPMENT Permit Application Number D17-0264
UPLAND DISTRIBUTION CENTER - 1121 ANDOVER PARK W
JMA No. 17008.06
Dear Mr. Rambo:
CORRECTION
LTR#—�
The purpose of this letter is to approve the proposed saw -cut opening in the concrete tilt -up wall panel
as shown on Sheet A1.01. This also serves as a response to "Correction Item No. 1".
The location of the new man -door opening places it within the cast -in-place concrete infill of an existing
12'-0" high by 14'-0" wide original panel opening. This concrete tiltup wall panel was reinforced adjacent
to all sides of the original opening to facilitate construction. This panel experienced greater stresses
during the erection from horizontal on the slab to its final vertical wall orientation than as a structural
element in this wall elevation.
The removal of a rectangle 3'-2" wide by 6'-10" high will have will have negligible effect on the integrity
of this panel. The concrete infill portion of the concrete only spans 12'-0" from slab to top of original
opening. The weight reduction caused by removing this concrete will benefit the overall structure by also
reducing the out -of -plane seismic forces if an earthquake should ever occur.
Since I started designing buildings in 1987 I have yet to experience the case where a strongback was
required to brace a man -door sized opening in a concrete tiltup wall panel in a building over 14'-0" high.
The greatest stress in a wall panel occurs in the middle third of the panel's height. The wall reinforcement
to account for this stress is installed as full height bars. Before the panel can be tilted the panel is checked
for erection stresses and if necessary steel is added to account for these stresses. In this case, for a large
opening, there are extra jamb bars added for erection and out -of -plane code required forces.
Respectfu Ily,
Phillip Van Heyningen, PE
JACKSON I MAIN ARCHITECTURE, P.S.
311 FIRST AVENUES. SEATTLE, WA 98104
RECEIVED
CITY OF TUKWILA
NOV 28 2011
PERMIT CENTER
WWW.JACKSONMAIN.COM
t 206.324.48001f 206.332.2875
0
City of Tukwila
Department of Community Development
November 21, 2017
ADRIANNE MARTIN
311 FIRST AVE S
SEATTLE, WA 98104
RE: Correction Letter # 2
DEVELOPMENT Permit Application Number D17-0264
UPLAND DISTRIBUTION CENTER - 1121 ANDOVER PARK W
Allan Ekberg, Mayor
Jack Pace, Director
Dear ADRIANNE MARTIN,
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:
BUILDING - C DEPARTMENT: Allen Johannessen at 206-433-7163 if you have questions regarding these
comments.
• (GENERAL INFORMATION NOTE)
PLAN SUBMITTALS: (Min. size 11x17 to maximum size of 24x36; all sheets shall be the same size. New revised
plan sheets shall be the same size sheets as those previously submitted.)
(If applicable) "STAMP AND SIGNATURES" "Every page of a plan set must contain the seal/stamp, signature of
the licensee(s) who prepared or who had direct supervision over the preparation of the work, and date of signature.
Specifications that are prepared by or under the direct supervision of a licensee shall contain the seal/stamp,
signature of the licensee and the date of signature. If the "specifications" prepared by a licensee are a portion of a
bound specification document that contains specifications other than that of an engineering or land surveying
nature, the licensee need only seal/stamp that portion or portions of the documents for which the licensee is
responsible." It shall not be required to have each page of "specifications" (calculations) to be stamped and signed;
Front page only will be sufficient. (WAC 196-23-010 & 196-23-020)
(BUILDING REVIEW NOTES)
1. Previous review notes requested to "Provide engineers seismic analysis and calculations for cutting of the
concrete panel and to verify if any seismic bracing shall be required." Response indicated to "refer to structural
letter". We could not find that letter with the new documents or in the file. Please provide the engineers letter.
Note: Contingent on response to these corrections, further plan review may request for additional corrections.
Please 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 accepted through the mail
or by a messenger service.
6300 Southcenter Boulevard Suite #100 • Tukwila Washington 98188 • Phone 206-431-3670 • Fax 206-431-3665
If you have any questions, I can be reached at (206)433-7165.
Sincerely,
Rachelle Ripley
Permit Technician
File No. DI7-0264
6300 Southcenter Boulevard Suite #100 • Tukwila Washington 98188 • Phone 206-431-3670 • Fax 206-431-3665
0
Ili JACKSON 1 MAIN
wilV4
November 9, 2017
Mr. Bill Rambo
Permit Technician
6300 Southcenter Boulevard, Suite 100
Tukwila, WA 98188
RE: Development Permit Application Number D17-0264
Upland Distribution Center
1121 Andover Park West
Tukwila, WA CORRECTION
LTR#__.. (
Mr. Bill Rambo
4
RECEIVED
CITY OF TUKWILA
NOV 15 2017
PERMIT CENTER
The following are Jackson Main Architecture (JMA) and consultant's responses to the correction
letter, dated October 10, 2017. Responses are numbered to correspond with the order in which
the questions were received for the project referenced above:
BUILDING REVIEW NOTES:
1. Provide engineers seismic analysis and calculations for cutting on the concrete panel and to
verify if any seismic bracing shall be required.
Please refer to attached signed and stamped structural letter.
2. Enlarged plan on Sheet A1.01 shows a dimension 12'. Please clarify if that was to be the
total length of the enclosure or something else. Provide the total dimension length of the
closure.
Please refer to Sheet A1.01 for the corrected dimension for the total length of the
enclosure wall.
3. In addition to item 2, at the base of the stairs a 14'-0" dimension is shown; however, the other
end of the dimension is off the page. Please clarify.
Please refer to Sheet A1.01. We have removed the unnecessary dimension from the
plan.
4. Architectural plans as well as any engineer's documents and drawings shall include with the
signed stamp, the date of that stamp and signature. Provide new plan sheets with the date
included on the signed stamps and on all sheets. See General Note above.
Please refer to corrected stamps including the current date where required on all
plan sheets and documents.
JACKSON 91 LAIN ARCHITECTURE. RS.
31 1 FIflST AVENUES. SEATTLE, WA 08104
WWW_JACKSONMAIN.COM
f 206.324.4800 1 d 206.332.2875
5. On the site plan, the steps are shown to land on the existing walkway. Provide an enlarged
plan view of that section to show the walkway has the required width at the point but also the
point of which the sloping parallel line of the stair nosing intersects the walkway, the landing
is no Tess than 36 inches from that point.
Please refer to Sheet A1.01 for the corrected enlarged floor plan dimensioning the
landing at the stairs. Please also refer to the corrected stair section and details
including the existing walkway and curb.
Regards,
Adrianne Martin, LEED AP
JACKSON 1 MAIN APCHITCCTURE, PS. W + W.JACKSONMAIN.COR4
311 FIBS'!" A'VCNUC S. SEATTLE, WA 98104 t 206.324.4800 [ f 206332 2875
October 10, 2017
0
City of Tukwila
Department of Community Development
ADRIANNE MARTIN
119 S MAIN ST, SUITE 410
SEATTLE, WA 98104
RE: Correction Letter # 1
DEVELOPMENT Permit Application Number D17-0264
UPLAND DISTRIBUTION CENTER - 1121 ANDOVER PARK W
Dear ADRIANNE MARTIN,
Allan Ekberg, Mayor
Jack Pace, Director
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:
BUILDING DEPARTMENT: Allen Johannessen at 206-433-7163 if you have questions regarding these comments.
• (GENERAL INFORMATION NOTE)
PLAN SUBMITTALS: (Min. size 11x17 to maximum size of 24x36; all sheets shall be the same size. New revised
plan sheets shall be the same size sheets as those previously submitted.)
(If applicable) "STAMP AND SIGNATURES" "Every page of a plan set must contain the seal/stamp, signature of
the licensee(s) who prepared or who had direct supervision over the preparation of the work, and date of signature.
Specifications that are prepared by or under the direct supervision of a licensee shall contain the seal/stamp,
signature of the licensee and the date of signature. If the "specifications" prepared by a licensee are a portion of a
bound specification document that contains specifications other than that of an engineering or land surveying
nature, the licensee need only seal/stamp that portion or portions of the documents for which the licensee is
responsible." It shall not be required to have each page of "specifications" (calculations) to be stamped and signed;
Front page only will be sufficient. (WAC 196-23-010 & 196-23-020)
(BUILDING REVIEW NOTES)
1. Provide engineers seismic analysis and calculations for cutting of the concrete panel and to verify if any seismic
bracing shall be required.
2. Enlarged plan on sheet A1.01 shows a dimension 12'. Please clarify if that was to be the total length of the
enclosure or something else. Provide the total dimension length of the closure.
3. In addition to item 2, at the base of the stairs a 14' dimension is shown; however, the other end of that dimension
is off the page. Please clarify.
4. Architectural plans as well as any engineer's documents and drawings shall include with the signed stamp, the
date of that stamp and signature. Provide new plan sheets with date included on the signed stamps and on all sheets.
See General Note above.
5. On the site plan, the steps are shown to land on the existing walkway. Provide an enlarged plan view of that
section to show the walkway has the required width at that point but also the point of which the sloping parallel line
of the stair nosing intersects the walkway, the landing is no less than 36 inches from that point.
Note: Contingent on response to these corrections, further plan review may request for additional corrections.
�9/In P__..L .. ___. __. n__.1 - _I 0__t._ _Let /In - m t •1 ...
Please 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 accepted through the mail
or by a messenger service.
If you have any questions, I can be reached at 206-431-3655.
Sincerely,
Bill Rambo
Permit Technician
File No. D17-0264
,tann 1'..:s.. -Winn T..1._..:1_ ill__1__•___ ___ nn, on _ 111
PERMIT COORDCOPY- o
PLAN REVIEW/ROUTING SLIP
PERMIT NUMBER: D17-0264 DATE: 11/28/17
PROJECT NAME: UPLAND DISTRIBUTION CENTER
SITE ADDRESS: 1121 ANDOVER PARK W
Original Plan Submittal Revision # before Permit Issued
X Response to Correction Letter # 2
Revision #
after Permit Issued
DEPARTMENTS:
I I two 111
Building Division
Public Works ❑
Fire Prevention
Structural
Planning Division
❑ Permit Coordinator
❑
1
PRELIMINARY REVIEW:
DATE: 11/30/17
Not Applicable ❑ Structural Review Required
(no approval/review required)
REVIEWER'S INITIALS: DATE:
APPROVALS OR CORRECTIONS: DUE DATE: 12/28/17
Approved
Corrections Required
❑ Approved with Conditions ❑
❑ Denied
(corrections entered in Reviews) (ie: Zoning Issues)
Notation:
REVIEWER'S INITIALS:
DATE:
Permit Center Use Only
CORRECTION LETTER MAILED:
Departments issued corrections: Bldg 0 Fire 0 Ping 0 PW 0 Staff Initials:
12/18/2013
9ERMIT COORD COPY
PLAN REVIEW/ROUTING SLIT
PERMIT NUMBER: D17-0264 DATE: 11/15/17
PROJECT NAME: UPLAND DISTRIBUTION CENTER
SITE ADDRESS: 1121 ANDOVER PARK W
Original Plan Submittal
X Response to Correction Letter # 1
Revision #
Revision #
before Permit Issued
after Permit Issued
DEPARTMENTS:
11111 Building Division
Public Works
Fire Prevention
Structural
n
Planning Division
❑ Permit Coordinator
PRELIMINARY REVIEW:
Not Applicable n
(no approval/review required)
DATE: 11/16/17
Structural Review Required
REVIEWER'S INITIALS: DATE:
APPROVALS OR CORRECTIONS: DUE DATE: 12/14/17
Approved
Corrections Required
❑ Approved with Conditions
❑ Denied
(corrections entered in Reviews) (ie: Zoning Issues)
Notation:
REVIEWER'S INITIALS:
DATE:
Permit Center Use Only n `
CORRECTION LETTER MAILED: UU1r,11
Departments issued corrections: B1dgl, Fire 0 Ping 0 PW ❑ Staff Initials:
iznanois
RRMIT COORD COPY
PLAN REVIEW/ROUTING SLIP
PERMIT NUMBER: D17-0264 DATE: 09/29/17
PROJECT NAME: UPLAND DISTRIBUTION CENTER
SITE ADDRESS: 1121 ANDOVER PARK W
X Original Plan Submittal
Response to Correction Letter #
Revision # before Permit Issued
Revision #
after Permit Issued
DEPARTMENTS:
Caw' Q [0-k-(7
Building Division IP
S 1A--
Public Worlts
Fire Prevention
Structural
�- 01°,17
Planning Division J,
❑ Permit Coordinator
PRELIMINARY REVIEW:
Not Applicable ❑
(no approval/review required)
DATE: 10/03/17
Structural Review Required
REVIEWER'S INITIALS: DATE:
❑
APPROVALS OR CORRECTIONS: DUE DATE: 10/31/17
Approved
Corrections Required
Approved with Conditions
Denied
(corrections entered in Reviews) (ie: Zoning Issues)
C
n
Notation:
REVIEWER'S INITIALS: DATE:
Permit Center Use Only
CORRECTION LETTER MAILED:
Departments issued corrections:
Ping ❑ PW ❑ Staff Initials:
12/18/2013
1
City of Tukwila
0
REVISION
SUBMITTAL
Department of Community Development
6300 Southcenter Boulevard, Suite #100
Tukwila, Washington 98188
Phone: 206-431-3670
Web site: http://www.TukwilaWA.gov
Revision submittals must be submitted in person at the Permit Center.
Revisions will not be accepted through the mail, fax, etc.
Date: 11/28/2017 Plan Check/Permit Number: D17-0264
❑ Response to Incomplete Letter #
❑ Response to Correction Letter # 2
❑ Revision # after Permit is Issued
❑ Revision requested by a City Building Inspector or Plans Examiner
❑ Deferred Submittal #
Project Name: Prologis Upland Distribution Center Phone Room
Project Address: 1121 Andover Park West
Contact Person: Adrianne Martin Phone Number: 206-3.244800
Summary of Revision:
Corrections in response to Correction Letter #2. Please refer to attached structural
engineer's letter.
RECEIVED
CITY OF TUKWILA
NOV 2 8 2017
PERMIT CENTER
Sheet Number(s):
"Cloud" or highlight all areas of revision including d e of revisi
Received at the City of Tukwila Permit Center by:
c 4�
tsg-- Entered in TRAKiT on I ( ��i—i' 7
W:\Permit Center \Templates\Forrms Revision Submittal Formdoc
Revised: August 2015
0
C
City of Tukwila
Department of Community Development
6300 Southcenter Boulevard, Suite #100
Tukwila, Washington 98188
Phone: 206-431-3670
Web site: http://www.TukwilaWA.gov
REVISION
SUBMITTAL
Revision submittals must be submitted in person at the Permit Center.
Revisions will not be accepted through the mail, fax, etc.
Date: 11/09/2017
Plan Check/Permit Number: D17-0264
❑ Response to Incomplete Letter #
® Response to Correction Letter # 1
❑ Revision # after Permit is Issued
❑ Revision requested by a City Building Inspector or Plans Examiner
❑ Deferred Submittal #
Project Name: Prologis Upland Distribution Center Phone Room
Project Address: 1121 Andover Park West
Contact Person: Adrianne Martin
Phone Number: 206-324-4800
Summary of Revision:
Corrections in response to Correction Letter #1. Please refer to all bubbled and tagged
items on Sheet A1.01. Please also refer to included structural engineer's documents.
RECLIVtii
CS T `r' OF T' cac'Rfl.
Iiu 15 tuir
rERNT rFNTFP,
Sheet Number(s): A1.01
"Cloud" or highlight all areas of revision including date of revi io
Received at the City of Tukwila Permit Center by: I
Entered in TRAKiT on I (,s - 7
W:\Permit Center\Templates\Forms\Revision Submittal Form.doe
Revised: August 2015
JOHNSON TENANT IMPROVEM[T INC
Washington State Department of
Labor & industries
Home Espafiol Contact.
Safety & Health
Claims & Insurance
Page 1 of 3
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Workplace Rights
JOHNSON TENANT IMPROVEMENT INC
Owner or tradesperson
Principals
JOHNSON-WOLSEY, WILLIAM
STERLI, PRESIDENT
Doing business as
JOHNSON TENANT IMPROVEMENT INC
WA UBI No.
601 223 621
PO BOX 1149
BOTHELL, WA 98041-1149
425-486-2442
KING County
• Business type
Corporation
License
Verify the contractor's active registration / license / certification (depending on trade) and any past violations.
Construction Contractor
License specialties
GENERAL
License no.
JOHNSTI092PA
Effective — expiration
10/01/1991— 03/10/2018
Bond
CBIC
Bond account no.
SA6988
Received by L&I
10/05/2001
Insurance
American Fire & Casualty Co
Active.
Meets current requirements.
$12,000.00
Effective date
10/02/2001
Expiration date
Until Canceled
$1,000,000.00
Help us improve
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JOHNSON TENANT IMPROVEMENT INC
Policy no.
BLA52999023
Received by L&I Effective date
09/07/2017 10/02/2013
Expiration date
10/02/2018
Insurance history
Savings
No savings accounts during the previous 6 year period.
Lawsuits against the bond or savings
No lawsuits against the bond or savings accounts during the previous 6 year period.
L&I Tax debts
Page 2 of 3
No L&I tax debts are recorded for this contractor license during the previous 6 year period, but some debts
may be recorded by other agencies.
License Violations
No license violations during the previous 6 year period.
Workers' comp
Do you know if the business has employees? If so, verify the business is up-to-date on workers' comp premiums.
L&I Account ID
573,463-00
Account is current.
Doing business as
JOHNSON TENANT IMPROVEMENTS
Estimated workers reported
Quarter 3 of Year 2017 "1 to 3 Workers"
L&I account contact
T5 / JAVIER PAREDES (360)902-4639 - Email: PAJB235@Ini.wa.gov
Public Works Strikes and Debarments
Verify the contractor is eligible to perform work on public works projects.
Contractor Strikes
No strikes have been issued against this contractor.
Contractors not allowed to bid
No debarments have been issued against this contractor.
Workplace safety and health
Check for any past safety and health violations found on jobsites this business was responsible for.
Inspection results date
08/09/2017
Inspection no.
317944196
Location
424 153rd St SW
Burien, WA 98166
Violations
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PROLOGIS
UPLAND
PHONE ROOM
TUKWILA, WA
GENERAL NOTES
THE APPROVED PLANS SHALL NOT BE CHANGED OR ALTERED WITHOUT AUTHORIZATION FROM THE
BUILDING OFFICIAL. THE APPROVED PLANS ARE REQUIRED TO BE ON THE JOB SITE.
CONTRACTOR SHALL VERIFY AND CHECK ALL CONDITIONS AND DIMENSIONS AT THE BUILDING. REPORT
ANY INCONSISTENCIES TO THE ARCHITECT.
. ALL WORK SHALL MEET LOCAL CODES AND ORDINANCES.
4. ALL NAILING SHALL COMPLY WITH NAILING SCHEDULE OF THE IBC.
COMPLIANCE CARD TO BE POSTED VERIFYING INSULATION INSTALLED IN WALL, CEILINGS ANDS FLOORS
(IF REQUIRED).
6. ALL WOOD COMING IN CONTACT W/ CONCRETE. SHALL BE PRESSURE TREATED (DECAY RESISTANT).
IF ANY ERRORS, OMISSIONS OR INCONSISTENCIES APPEAR IN THE DRAWINGS, SPECIFICATIONS OR
OTHER DOCUMENTS, THE CONTRACTOR SHALL NOTIFY THE OWNER OR ARCHITECT IN WRITING OF SUCH
OMISSIONS, ERRORS, OR INCONSISTENCIES BEFORE PROCEEDING WITH THE WORK, OR ACCEPT FULL
RESPONSIBILITY FOR COSTS TO RECTIFY SAME.
8. TYPICAL DETAILS OR BUILDING STANDARDS SHALL APPLY WHERE NO SPECIFIC DETAILS ARE GIVEN.
9. ALL DIMENSIONS ARE MEASURED TO OUTSIDE FACE OF FRAMING
10. ALL DIMENSIONS SHALL TAKE PRECEDENCE OVER SCALE SHOWN ON PLANS, ELEVATIONS, SECTIONS AND
DETAILS.
11. ALL EXIT DOORS TO BE OPERABLE FROM INSIDE THE BUILDING WITHOUT KEYS OR SPECIAL KNOWLEDGE
OR EFFORT.
12. FIRE EXTINGUISHERS SHALL BE PROVIDED PER NFPA #10, OR REQUIREMENTS OF LOCAL FIRE OFFICIALS.
13. ALL EQUALS TO BE SUBMITTED TO ARCHITECT FOR APPROVAL PRIOR TO CONSTRUCTION.
14. BIDDER DESIGN WORK TO BE APPROVED BY OWNER & ARCHITECT PRIOR TO CONSTRUCTION.
15. . THE MEANS OF EGRESS INCLUDING THE EXIST DISCHARGE SHALL BE ILLUMINATED AT ALL TIMES THE
BUILDING IS OCCUPIED PER IBC 1006.1 ELECTRICAL DESIGN BUILD CONTRACTOR SHALL COMPLY AND
SHALL SUBMIT A DEFERRED SUBMITTAL MEETING ALL REQUIREMENTS.
16. MANUALLY OPERATED FLUSH BOLTS ARE NOT PERMITTED AND NO MORE THAN ONE OPERATION FOR THE
UNLATCHING IS ALLOWED.
17. ALL NEW CONCRETE MUST HAVE A MINIMUM COMPRESSIVE STRENGTH OF 3,000 PSI.
18. FOR EMERGENCY LIGHTING:
18.1. THE ILLUMINATION LEVEL SHALL BE AT 1 FC AT THE WALKING SURFACE.
18.2. POWER SUPPLY BY PREMISES POWER SUPPLY.
18.3. IN THE EVENT OF POWER FAILURE EMERGENCY LIGHTING SHALL BE PROVIDED FOR NO LESS THAN
90 MIN. AT AISLES, CORRIDORS, EXIT DISCHARGE ELEMENTS, AND EXTERIOR LANDINGS.
PROJECT TEAM
BUILDING OWNER.
PROLOGIS
12720 GATEWAY DR, SUITE 110
TUKWILA, WA 98168
206.414.7600
ARCHITECT:
JACKSON 1 MAIN ARCHITECTURE
311 FIRST AVENUES.
SEATTLE, WA 98104
206.324.4800
VICINITY MAP
SUBJECT SITE
STRUCTURAL:
PHIL VAN HEYNINGIN
7675 NAHAHUM CANYON ROAD
CASHMERE, WA 98815
509.881.0824
PROJECT SCOPE
ENCLOSE EXISTING BUILDING PHONE DEMARK. SAW CUT NEW MAN DOOR IN EXISTING PANEL FOR
EXTERIOR ACCESS.
LEGAL DESCRIPTION
POR SW 1/4 OF SE 1/4 OF SEC 26-23-4 & OF NW 1/4 OF NE 1/4 OF SEC 35-23-4 - BEG SE COR OF SW 1/4 OF SE 1/4
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
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
CURVE TO LFT THE CENTER BEARING N 63-25-19 E RAD 35 FT ARC DIST 68.32 FT THRU C/A OF 111-50-19 TAP
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
C/A 50-29-58 TH S 87-55-02 E 96.94 FT TO TPOB
SEPARATE SUBMITTALS
CONTRACTOR TO SUBMIT FOR AND OBTAIN PERMITS FOR ALL SEPARATE WORK INCLUDING:
ELECTRICAL
PLUMBING
MECHANICAL
FIRE SPRINKLERS
Permit No
LE COPY
X11,
Plan view approval is subject to errors and omissions.
Approval of construction documents does not authorize
the violation of any adopted cods or ordinance. Receipt
of approved Fie y and conditions is acknowledged:
By: ,r �' ,%1..
Date: -Ml
City of Tukwila
BUILDING DIVISION
SITE & BUILDING INFO.
TAXPAYER -
TAX PARCEL NUMBER -
PROJECT ADDRESS -
GOVERNING BUILDING CODE -
GOVERNING ZONING CODE -
SITE STATISTICS
ZONE -
SITE AREA -
ALLOWABLE LOT COVERAGE -
REQUIRED BUILDING SETBACKS-
FRONT -
SIDE (INTERIOR) -
SIDE (STREET) -
REAR -
ALLOWABLE FAR -
ACTUAL FAR -
BUILDING STATISTICS
ALLOWABLE HEIGHT -
ACTUAL HEIGHT -
CONSTRUCTION TYPE -
EXISTING OCCUPANCY TYPE -
PROLOGIS, INC.
12720 GATEWAY DRIVE, SUITE 110
TUKWILA, WA 98168
352304-9102
1121 ANDOVER PARK WEST
TUKWILA, WA 98057
2015 INTERNATIONAL BUILDING CODE
W/ WASHINGTON STATE AMENDMENTS
TUKWILA ZONING CODE
EXISTING
EXISTING
EXISTING
EXISTING
EXISTING
EXISTING
EXISTING
EXISTING
EXISTING
EXISTING
EXISTING NO CHANGE
V -B SPRINKLED
S-1, B (EXISTING)
OCCUPANT LOADS
PER TABLE 1004.12 OF THE INTERNATIONAL BUILDING CODE
FIRST FLOOR TENANT SPACE
1. PHONE ROOM (ACCESSORY SPACE)
TOTAL OCCUPANT LOAD =1
TOTAL EXITS REQUIRED =1
TOTAL EXITS PROVIDED =1
66 SF
@ 300 SF / OCCUPANT
OCCUPANT LOAD =1
BUILDING AREAS
OVERALL BUILDING AREAS: INTERNATIONAL BUILDING CODE
EXTERIOR FOOTPRINT FULL BUILDING 100,200 SF
AREA THIS PERMIT
AREA OF WORK -
SEPARATE F:3 lM1T
AEQU9:' 7) OR:
3' Mecha icai
t, Eiectrtcal
[(Plumbing
Gas Piping
Cil./ of Tukwila
Bt.1lI-F 'G F?IVISION
66 SF
66 SF
ENERGY CODE REQ.
**NOTE:
THIS SPACE IS EXISTING. WORK TO BE DONE WITHIN EXISTING WAREHOUSE. NO ADDITIONS
TO CONDITIONED SPACES.
GOVERNING ENERGY CODE: 2015 WASHINGTON ENERGY CODE
COMPONENT PATH
BUILDING SPACE TYPE HEAT IS "OTHER" (ALL OTHERS INCLUDING HEAT PUMPS AND
VARIABLE AIR VOLUME.) ELECTRIC RESISTANCE HEATING NOT ALLOWED.
REQUIRED INSULATION VALUES FOR CONDITIONED SPACES -
CLIMATE ZONE 1
ROOF OVER CEILING TILES -.
BUILDING ROOF (NO ATTIC)
OPAQUE WALLS
METAL FRAMING
WOOD FRAMING & OTHER
OPAQUE DOORS INSULATED MTL.
FLOOR OVER UNCONDITIONED SPACE
SLAB -ON -GRADE
N/A
EXISTING
N/A
N/A
N/A
N/A
NONE
VERTICAL GLAZING N/A
PROVIDE OCCUPANCY SENSOR AT ALL LOCATIONS WHERE REQUIRED BY WSEC
SECTION C405.2.
PROVIDE AUTOMATIC CONTROLS TO TURN OFF LIGHTS DURING UNOCCUPIED HOURS AS
REQUIRED BY WSEC SECTION C405.2.
LIGHTING:
PER SECTION C406 OF THE 2015 WASHINGTON STATE ENERGY CODE, THIS TENANT SPACE
SHALL COMPLY WITH THE FOLLOWING REQUIREMENTS:
2. REDUCED LIGHTING POWER IN ACCORDANCE WITH SECTION C406.3
3. ENHANCED LIGHTING CONTROLS IN ACCORDANCE WITH SECTION C406.5
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 SENSORS ARE REQUIRED IN: 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.
PLUMBING FIXTURES
PER TABLE 2902.1 OF THE INTERNATIONAL BUILDING CODE
*** NO CHANGE TO EXISTING PLUMBING FIXTURES THIS PERMIT. NO CHANGE TO EXISTING BUILDING
TENANTS.
PARKING CALCS
PER RENTON MUNICIPAL CODE 4-4-080
*** NO CHANGE TO EXISTING PARKING. NO CHANGE TO CURRENT BUILDING TENANTS.
REVISIONS
No changes shall be made to the scope
of work withol t pricr approval of
Tukwila Btridincl C;ivision.
I NOTE: Revisions Win require, a ria.-/ plan submittal
and rnav iH;'u& '•:!n review fey,
LEGEND
WINDOWS TO BE REMOVED, PATCH OR REPAIR TO
PREPARE FOR NEW FINISH/ INSTALLATION.
EXISTING WALLS TO REMAIN
NEW 6" 20 GA MTL STUD WALL TO AFF @ 24" OC WI e /" TYPE "X"
GWB EACH SIDE. INSULATED PER DETAILS. FIRE TAPE & PAINT ONLY
EACH SIDE. FINISH PER BUILDING STANDARD.
DRAWING INDEX
ARCHITECTURAL
G0.00 COVER SHEET
A1.01 ENLARGED PLAN & DETAILS
A1.02 PROLOGIS CUSTOMER FINISH STANDARDS
A1.03 PROLOGIS LIGHTING SPECIFICATIONS
SYMBOLS
DETAIL
GRID LINES - COLUMN
ROOMNAME.
101
ROOM NAME AND NUMBER
REVISION TAG
DOOR TAG
ILLUMINATED EXIT SIGN
ARROW INDICATES DIRECTION
ILLUMINATED EXIT SIGN WITH EGRESS
PATH LIGHTING WITH BATTERY BACKUP SYSTEM
EGRESS PATH LIGHTING ON BATTERY
BACKUP SYSTEM
JACKSON 1 MAIN
ARCHITECTURE
311 FIRST AVENUE SOUTH
SEATTLE, WA 98104
t 206.324.4800
WWW.JACKSONMAIN.COM
4879
1 REGISTERED
ARCHITECT
RE�6 A. PERCICH
TATE OF WASHINGTON
Jackson 1 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 1 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 1 Main Architecture,
P.S. All common law rights of copyright are
hereby specifically reserved.
Print Record
09/14/2017
FOR OWNER REVIEW
11 /09/2017
BLDG. CORRECTIONS
Revision Record
1
11 /09/2017
BLDG. CORRECTIONS
BUILDING PHONE
ROOM
UPLAND DISTRIBUTION CENTER
1121 ANDOVER PARK WEST
TUKWILA , WASHINGTON 98188
0 IA
RECEIVED
CITY OF TUKWILA
NOV 15 21117
PERMIT CENTER
REVIEWED FOR
CODE COMPLIANCE
APPROVED
NOV 3 0 2017
IrJ
City of Tukwila
BUILDING DIVISION
PRO#.:,:11 LOGS®
CORRECTION
LTR# 12720 Gateway DR
Suite 110
Tukwila, WA 98168
Telephone: 206.414.7600
Facsimile: 206.414.7601
11111111111111111111111111
II11111 I11111III11 111111111 1 11 -
PPM
PIMP
PIM
IMP Mai
IMO
AREA OF WORK THIS PERMIT
Date
1110912017
Project No.
17008.06
Sheet Title
COVER SHEET
Sheet
No.
0.00
Released for Construction
Not Released for Construction
INSTALL NEW 3'-0" X 7'-0" MAN DOOR
PER BUILDING STANDARD.
\/\/\/\/
/
1.01
/
NOTE:
STAIRS SLAB ON GRADE
TURN DOWN EDGES AS REQUIRED.
4'-0"
1'-10"
4'-2"
2 TREADS @
11" EACF
NEW STAIR PER DETAILS TO
MATCH BUILDING STANDARDS
SINGLE STEP DOWN TO PARKING
LOT
3
MAKE SLOPE 1/4" PER
FOOT
r\/\/\/\/
5'-0"
EXIST NG 12X14
INFILLED OPENING
PANEL JOINT
EXISTING TELEPHONE
BOARD TO REMAIN
EXISTING 6" HIGH CURB TO
REMAIN AS AN EXTENSION OF
STAIR LANDING
`v
NEW 4" CONCRETE SIDEWALK WITH
W1.4 X W1.4 W.W.F. AT MID HEIGHT
EXTRUDED CONC.
CURB
EXISTING CURB SECURE TO
PAVING WITH TWO (2)1/2" DIA. X
8" LONG SMOOTH REBAR - EPDXY
IN PLACE
EXISTING ASPHALT PAVING
Ill
u
NOTE:
CONTRACTOR TO MATCH EXIST. CONCRETE CURB.
ALT. CURB DETAIL
1 1/2"=1'-0"
TO BE APPROVED BY OWNER
kr
POST SIGN TO READ "NO STORAGE ON DECK"
6" METAL JOIST FRAMING @ 2'-0" OC WITH i"
PLYWOOD DECK.
SECURE LEDGER TO CONC WALL WITH XX
AT 16" OC. TYP.
6" MTL STUD WALL BATT ISUL. WITH 5/8" TYPE
"X" GWB EA SIDE, PER FINISH STANDARDS
XDNI POWER DRIVEN HILTI FASTENER 24" OC
EMBED 1-1/2"
EXIST. CONC WALL TO REMAIN.
WALL/CLG DETAIL
1-1/2"=1,_0"
ENLARGED PLAN
SCALE: 1/4" =1'-0"
DUMMY JOINT
4" CONC. SLAB BROOM FIN. W/ 6x6
- W1.4xW1.4 WWM
J°
o0
o
=III
6"
PAINT CURB (2) COATS TRAFFIC
LINE YELLOW TOP & FRONT
°(.1
RADIUS CORNER TO MATCH
EXISTING ADJACENT CURB
EXIST. PAVEMENT
PROVIDE GUTTER TO
MATCH EXISTING
ADJACENT GUTTER
deg) oho
��o,,
o 9 O�oo
BASE COURSE
(2)-#4 CONT.
6"
0 °moo
CONCRETE CURB
1 1/2"=1'-0"
EXIST. CONC. INFILL TO
REMAIN SAW CUT AS REQ.
SAW CUT OPENING FOR
NEW DOOR FRAME, DO.
NOT OVER CUT AT
CORNERS
TYP. H.M. DOOR FRAME
SECURE TO PANEL (PAINT)
24 GA. GALV. SHT. MTL. DRIP.
CONT. LENGTH OF DOOR
HEAD, SCREW ATTACH AND
PAINT TO MATCH FRAME
H.M. DOOR W/ FLUSH
WELDED SEAMS TYP. SEE
SCHEDULE
DOOR HEAD DETAIL
STAIRS RISERS TO BE EQUALLY SPACED, TOLERANCE
BETWEEN THE LARGEST AND SMALLEST RISER HEIGHT
OR BETWEEN THE LARGEST AND SMALLEST TREAD
DEPTH SHALL NOT EXCEED 3/8".
1'-0"
PROVIDE #4 BARS @ NOSING &
W1.4 X W1.4 W.W.M. @ STAIRS,
LANDING & SIDEWALK
1 1/2" DIA. STEEL PIPE
HANDRAIL, PRIMED AND
PAINTED PER BLDG. STANDARD.
BOLT TO BLDG. PANEL.
NOTE: PROVIDE A MIN. OF A 4'-0" X
WIDTH OF STAIR AT THE BOTTOM
LANDING.
1'-0"
I o2
U
LU
LU
IX 0
I III II III I— .a N .
�
s�
11=III=1_11=_ °a '• ,;
—III—I I—I 11=111-111—I 11=ITI=1Tf-==1Tf=l I i—ITI .
I –I � I–ITI–III–I � 1=1 I–I 11=1 I-11 1-1 � 1=1 � 1=1 � 1=r=1
11 I I I-=111 11 I _=111 V-
I1=111=111=111=111=1I I–III–I I1=1I I–III–III–I I1= I–I I r �
ITI=T1=111=111=ITI—t hrn—T _ IO I -M-1 I =111=1 I.
-iii III1I
EXTERIOR STAIR
1 1/2" DIA SCHD. 40 STL PIPE RAILING
CHAMFER EDGES, TYP.
STAIRS & LANDING (BROOM FINISH)
EMBED PIPE 6", TYP.
GRADE OR ASHALT, SEE PLAN
a—III.
�I I
ni—iii iii
,111=ITI1-111— I Ill_
III—II11III—III—I I I—
' III -111-11• 1=1 I I.
Ili, ,111. ��111 .1iI
4
RECEIVED
CITY OF TUKWILA
NOV 15 2017
PERMIT CENTER
HANDRAIL@STAIR
1/2"=l'-0"
JACKSON 1 MAIN
ARCHITECTURE
311 FIRST AVENUE SOUTH
SEATTLE, WA 98104
t 206.324.4800
WWW.JACKSONMAI N.COM
Jackson I 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 I 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 I Main Architecture,
P.S. All common law rights of copyright are
hereby specifically reserved.
Print Record
09/14/2017
FOR OWNER REVIEW
11/09/2017
BLDG. CORRECTIONS
Revision Record
1
11/09/2017
BLDG. CORRECTIONS
BUILDING PHONE
ROOM
UPLAND DISTRIBUTION CENTER
1121 ANDOVER PARK WEST
TUKWILA , WASHINGTON 98188
REVIEWED FOR
CODE COMPLIANCE
APPROVED
NOV 3 0 2017
City of Tukwila
LBUILDING DIVISION
PROLOGIS°
12720 Gateway DR
Suite 110
Tukwila, WA 98168
Telephone: 206.414.7600
Facsimile: 206.414.7601
Date
Project N
1110912017 17008.06
Sheet Title
FLOOR PLAN &
DETAILS
Sheet
No.
l 801
❑ Released for Construction
Not Released for Construction
4141 PROLOGIS"
CUSTOMER FINISH STANDARDS
8.1
INTERIOR DOORS AND FRAMES: Furnish and install 3'-0" x 7'-0" x 1-3/4", solid core, birch, B-3 stain
prefin is hed doors In "Timeht preflnished black steel f rarnes (clear anodized aluminum frames by ACI, Eclipse
or approved equal in the San Francisco Bay Area), with 1-1/2" pairs of Hager BB1279 butts per door U.O.N.
(All office door shall receive a 2'-0" sidelight In the San Francisco Bay and Seattle 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.
NEW EXTERIOR DOORS/FRAMES: 20 gauge, full flush, 1-3/4" thick hollow metal with fibrous honeycomb
core or steel stiffened hollow metal. I nstall overhead ram drip flashing and weather stripping on new hollow
metal doors. Frame: 18 gauge with 2" faces and 5/8" stops formed internal corners mitered, welded and
ground smooth.
INTERIOR DOOR HARDWARE: Furnish and install Schlage AL1OS Saturn passage hardware on all doors except
single accommodation toilet rooms which shall receiveSchlageAL4OS privacy locks. The door hardware shall
have a brushed chrome 626 finish U.O.N. Furnish and install weather-stripping, closers, and drop seals at
doors between conditioned and non -conditioned areas. Furnish and install closers on all toilet and shower
room doors. The closer shall be Installed on the toilet room or warehouse side of the door. When working in
an existing tenant space, the new door hardware shall match the existing door hardware U.O.N.
EXTERIOR DOOR HARDWARE: Match the existing building hardware. Include door closers, mall slots, and
latch guards on all new doors.
KEYS: Owner shall rekey all locking hardware
DOOR SIGNAGE: Include all signage per code (Handicap, Exit, etc.)
OVERHEAD DOORS: Match the existing building overhead doors and door insulation. If no 0.H. doors exist,
use insulated Overhead Door Company or equal with 3" track 20 gauge door vertical reinforced bottom rail,
with step plate flush panel sectional. Sawcut at exterior concrete panels must be certified by a licensed
structural engineer. No overcuts will be allowed. Protect new overhead door tracks with '2ee Guards": 3/8"
thick bent plate, 4 feet long, bolted to the tilt -up wall panel to protect all dock overhead door tracks
INTERIOR Wi NDOW FRAMES/GLASS: interior windows shall be 1/4" clear tempered glass set In black
"Timely" frames (or anodlzed aluminum frames In the S.F. Bay Area) to match the interior doorframes.
Glazing heights hall match door height, UON; width shall be as indicated on plans.
MIRRORS: Furnish and install 4high x1/4" thick plate glass mirrors whit two coats silver 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.
EXTERIOR GLASS: The glass In new storefront doors and "In -filled" truck door openings shall match the
existing building glass. lithe building glass is a long lead item, install gray vision glass (tempered 3 necessary)
for temporary use until building standard glass is available.
WINDOW MULLIONS: Where Interior drywall partitions meet the exterior window wall, furnish and Install
aluminum "false" mullions finished to match the existing exterior storefront.
9.1 • • FIRE RATED WALLS: All Rated walls and partitions to meet UL U419 listed standards or equal. Metal studs
wtth one layer of 5/8" type "V gypsum board on each side from the floor to the roof deck. The stud size and
spacing shall be per the stud manufacturer's tables and local code requirements. Install fire sating between
the gypsum board and roof deck U.O.N. Provide proper UL listed head joint detail when required by code.
Penetrations at one hour walls shall be fire safed or caulked per UL listings.
9.2• FULL HEIGHT DRYWALL PARTITIONS (including tenant demising 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 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 3-5/8" or 3-1/2" x 25
GA. metal studs at 24" o.c. with 5/8" fire code type "X" gypsum board on each side. The ceiling grid shall be
installed first with walls built to the grid. The 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 10 6" above grid. Furr
perimeter concrete walls and interior columns In office areas to 6" above the grid.
94 • OFFICE/TOILET RM. WALL/CEILING Fl NISH: Al! office drywall shall recetve a Ifght skip trowel textured wall
• finish. Denver, Salt Lake City, Portland and Seattle area projects shall receive a smooth finish. The skip trowel
texture shall be the s ize 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 application. 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: Al! drywall in the warehouse shall be fire taped only unless
otherwise mated. Spot screws in firetaped areas •
• 9.6 •END CAPS: Where a partition meets a window mullion, furnish and Install an aluminum "wall end cap"
finished to match the storefront U.O.N. Install rigid 2" x2" 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.
Walls behind mop sinks, drinking fountain and laundry sinks shall receive a 4' x4' 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: Furnish and install 24" x48" x5/8" USG Omni non -directional fissured tile or equal,
installed at 9'-0" A.F.F., U.O.N. in all office areas except toilet and shower rooms. Use second -look ceiling tile
• in Seattle market.
9.9 • ACOUSTIC CEILING TILE SUSPENSION SYSTEM: Furnish and Install Class "A" 15/16" exposed "T' grld system,
intermediate duty (heavy duty in seismic design category "D" areas) with 1-1'2" main tees, 1-'4" cross tees,
and 7/8" x 7/8" wall mold as manufactured by Donn or equal per code. Fire rated grid and tile shall be used
where code requires. The grid color shall be white to match the tile exactly.
CARPET: Carpeting shall be Designweave, Shaw (such as Lynchburg 26 series) or approved equal, loop
• graphic, solution dyed 10035 nylon, 26 oz. per square yard average yarn weight mlnimutn, 1/10th gauge,
color to be selected from manufacturer's standard colors U.O.N. Carpet shall be direct glue down U.O.N.
9.10 Verify with Prolog's Manager for final f In fsh selection. In Seattle Area: I nstall walk -off mat at all doors from
office to either exterior of the building or warehouse. The walk -off mat should be at least 4' wide or the
• width of the hallway by 3' deep. The product should be Connexus Super No 52 in either roll good or modular
tile or equal.
9.11 •CARPET BORDERS: Carpet insets or borders when specified as a customer upgrade s hall be mitered at the
corners.
9.12 CARPET PAD: Only when specified by the customer as an upgrade, shall be a minimum 3/8" thick, 81b. dense
rebound or slab rubber pad. •
9.13 • VINYL COMPOSITION TILE: Furnish 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 finish selection.
9.14 RUBBER BASE: All areas receiving floor covering and new walls except the toilet rooms shall have 4" high
• tops et rubber base as manufactured by Burke, Roppe, or Tarkett In a standard color. Install the rubber base
on a continuously roll, not sectional. Verify with Prologis Manager for final finish selection.
9.15
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 jofnts shall be heat welded and receive seam sealer. The sheet
vinyl shall be Corlon or Mannington Magna. not available, need to specify later Installed In all new toilet
rooms. Verify with Prologis Manager for final finish selection.
9.16 •TRANSITION STRI PS: Furnish and install black vinyl transition strips at all changes in flooring material U.O.N.
9.17 CERAMIC TILE: (Central Valley area only)
RESTROOMS: Use 2x2 American Olean ceramic tile or equal slip resistant on floors and 4x4 ceramic tile on
walls as noted on plans.
ENTRANCES: When specified on plans, 8"x8" American Olean ceramic tile or equal.
• 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.
9.18 CONCRETE FLOOR SEALER: All concrete floor patches shall be resealed to match the existing concrete floor
sealer / hardener in warehouse areas.
9.19 PAINT: On walls receiving a skip troweled finish, apply one (1) coat of hterior 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 two 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 Prologls
• Manager for final finish selection. All exposed warehouse columns 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.
9.20 PAINT - REPAINT INTERIOR: When re -painting in an occupied area, utilize zero VOC paint In the appropriate
finish. Adhere to all surface preparation and application requirement per manufacturer's product
specification data. Standard of quality shall be PPG Industries zero VOC product offering such as
PPG/Pittsburgh Paints Pure Performance Line. •
9.21 STAIN -NEW INTERIOR: Provide one (1) coat of stain, one (1) coat of sealer, and two (2) coats of
polyurethane satin finish for all interior wood doors. Adhere to all surface preparation and application
requirements per inanufacturer's product specificatton data. Standard of quality shall be PPG/Porter Paints
professional best product offering such as Porter Paints Wood Guardian or Pittsburgh Pa frits Rez Line.
9.22
WALLCOVERING: NIC
9.23 • • PAINT- EXTERIOR:The exterior of the office/warehouse wall shall be painted with exterior acrylic fiat white
• paint. Adhere to all surface preparation and application requirements per manufacturer's product
specification data. Standard of quality shall be PPG/Porter Paints professional best product offering such as
Potter Paints Acri Pro 100 or Pittsburgh Paints Speedhicie.
9.24 PAINTING - DOCK EQUIPMENT- Paint dock levelers, latex enamel semi -gloss Iron Ore SW 7069 with pit angle
painted safety yellow.
9.25 •WAREHOUSE FLOOR STRIPING:Installed with the Intent of future removal. Grincling and/or shot blasting is
NOT an acceptable method of floor preparation for striping. Use a modified epoxy paint similar or equal to
• I nternational I nterguard safety yellow; substitutions to be pre -approved by Prologls. Striping to be removed
• using Smart Strip.
9.26 BATTERY CHARGER FLOOR COATING (Epoxy): All new battery charging areas are to receive approximately 70
square feet of epoxy coating per battery charger. in the areas to receive epoxy coating, mechanically abrade
the surface to clean and prepare the concrete for installation of new epoxy coating or by manufacturers
recommendation. Apply one coat of General Polymers 3579 10035 solids epoxy primer Apply two coats of
General Polymers 3741 100% solids Novalac finish. General Polymers is the industrial floor division of
• Sherwin Williams.
10.1
10.2
10.3
NAPKIN DISPOSALS: Bobrick 8-270 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 Bobrick 8-3944 (for
multiple accommodation toilet rooms) recessed paper towel dispenser with a waste receptacle U.O.N.
SEAT COVER DISPENSER: Bobrick 8-221 seat cover dispenser in each toilet stall.
TOILET PAPER HOLDER: Bobrick 8-686 double toilet paper holder.
GRAB BARS: Bobrick No. B6806-36 and 86806-42 stainless steel per ADA.
WASTE RECEPTACLE: Bo brick #13,3644
FRAMED MIRROR: Bobrick #13165-3436
ACCESSORY INSTALLATION: Contractor Is responsible for all blocking and framing requirements, as well as
any additional requirements for powered accessories.
TOILET PARTITIONS: Furnish and install metal, floor mounted, toilet partitions With a baked enamel finish by
Global Steel, Knickerbocker or equal in manufacturers standard "quick ship" color. Project Manager may
substitute plastic laminated partitions pending approval of specifications.
SIGNAGE: Furnish and Install all handicap and exit signage as required by code.
11.2
11.3
11.4
11.5
11.6
11.7
11.8
MANUFACTURER: All dock equipment when required by the customer as an upgrade shall be Arbon, Kelly/
Serco, Nordock or Powerramp.
LEVELER PIT: All exposed edges of the dock leveler pit shall be protected with steel corner 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 corners when sawcutting the concrete slab for the new pit. On the
exterior wall, all edges must have a clean 'A" chamfer, accomplished by grinding or sawcutting the existing
concrete with a%" chamfer and pouring the new concrete with a %" chamfer.
DOCK LEVELERS: Mechanical 6' x 8' 35,000 lb. capacity Arbon, Kelly / Serco, Nardock or Powerramp with
recessed pit per manufacturer's detail.
EDGE OF DOCK LEVELERS: 72" wlde x 3,000 lb. capacity Arbon, Kelly/Serco, Nordock or Powerramp. The
EOD must be mounted per manufacturer's Instructions and must be Installed with a transition plate extending
12"minlmum into the building if there Is no existing steel channel In the dock. Sawcut transition plate Into the
concrete floor at the leading edge.
DOCK SEALS: Rite -Hite PLATP793 (or approved equal) with 22 oz. black vinyl base fabric 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 block
outs.
DOCK SHELTERS: Rite Hite P11E524 dock shelters (or approved equal). The fabric shall be 40 oz black
hypalon. The projection shall be 24" standard and 36" at E.O.D.'s.
DOCK LIGHTS: Adjustable dock loading light with 40" extension.
DOCK BUMPERS: Serco or Rite Hite 24" Model 8410-24 (or approved equal). Anchor to embed dock angle
and anchor bait per manufacturer recommendations.
12.1
BLINDS: All exterior windows, including exterior warehouse windows and windows above any acoustic
ceilings, shall receive mlni-blinds by Bali "Classic" or approved equal, wtth 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 sidelight.
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-bulld bash. The design -build plumbing contractor shall
furnish and install a complete and operative plumbing system to meet at local and state codes.
15.1.2 PLANS: Provide plumbing plans for architect's and owner's review and approval.
15.1.2.A
15.1.3 SEWER LINES: Sewer, soil and waste lines within the building below the finished floor elevation shall be
schedule 40 ABS plastic or schedule 40 PVC plastic pipe. Sewer, soil and waste lines withn the building above
the finished floor elevation shall be standard weight cast iron. ABS piping may be used aIove the finished
floor 3 permitted by code and approved by the owner. All lines should be at least a 135 grade of gravity flow.
Must ensure that tree roots will not interfere with path of the sewer, soil, and waste lines.
15.1.4 GAS LINES: Al! gas lines shall be run under the roof above the bottom cord of the trussesperpendicular 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 governing body. Al!
domestic water, condensate, and smitty pan dram lines must be copper.
15.1.6 PLUMBING FIXTURES AND TRIM:
15.1.6.A LAVATORY FOR VANITY: American Standard, " Cadet Everclean- Oval Countertop Sink", model 0419.444EC,
white, self -rimming or equal with a Delta Model 523 LF HDF or Moen 14601 single lever type faucet assembly
with a grid strainer and bright chrome finish. Furnish and install a Handy -Shield Drain Cover 413011 White by
Plumberex Specialty Products under each lavatory.
15.1.6.8 •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. Furnish and install a Handy -Shield Drain Cover 113011 White by Plumberex Specialty Products under
• each lavatory.
15.1.6.0 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 495 seat and a Sloan11111 flush valve
15.1.6.0 WATER CLOSET IF WATER SUPPLY IS NOT SUFFICIENT FOR FLUSH VALVE:American Standard 'Cadet'
elongated pressure -assisted toilet, Model 112333.100 (white) with Olsonite 464 SSTL toilet seat (white) for
non -handicapped applications.
15.1.6.E American Standard 'Cadet' Right Height Elongated pressure -assisted toilet, model 112377.100 (white) with
Olsanite 4164 SSTL toilet seat (white) for ADA applications.
15.1.6.F URINAL: American Standard, "Washbrook FlaWise", model 6590.125, or approved equal, white, with a 3/4"
top spud. For Portland Area: American Standard, "VVashbrook FloWise", model 6590.125, or approved
equal, white. American Standard model 6590.125 comes with flush valve
15.1.6.0 COFFEE BAR / LUNCH ROOM SINK: Elkay, model MAD 1918, stainless steel, with a Delta 14100 faucet If the
Lunch Room base cabinet is 8'-0" or longer, use an Elkay model GECR 2521. Furnish and install a Handy -
Shield Draln Cover 113011 White by Plumberex Specialty Products under each sink.
15.1.6.H LAUNDRY TRAY: When specified as a customer upgrade use Fiat Products, Moided-Stone, model FL -1, with 20
gallon capacity, or Florestone Model FM Utility Sink with a Delta model 2123 laundry tub faucet.
15.1.6.1 SHOWER ENCLOSURE: When specified as a customer upgrade use Florestone, wheelchair accessible
fiberglass shower stall, 44-5214 white with grab bars, seat, mbting valve and shower curtain rod. Outside the
• shower pan, be sure to slope floor to draM the water to the floor drain.
15.1.61 WATER HEATER: The water heater shall be A.O. Smith, State or approved equal sized to meet the demand. It
• shall be located on the warehouse floor in is smitty pan draining into a hub dram with a trap primer. The
location shall be as located by the architect or approved by the owner. All plumbing connections shall be
made with dielectric unions. Installing the water heater above the ceiling Is not allowed.
15.1.6.K WATER COOLER: If drinking fountain is specified on the plan use Elkay model EZSTL8LC for the high -low drink
fountain. If the local jurisdiction requires the protection for a blind person, use Bobrick modet"819298" grab
bar; 135" stainless steel. Install two grab bars, one at each end of the fountain.
15.1.6.1 • JANITOR'S HAND SINK: Mustee Utilitub Model kt 18F - Floor mount, or Mode118W -wall hung, or equal.
15.1.6.M
Janitor's Mop Service Basin: Mustee Model # 62M 24" x24" x8 '4" with Mustee Service Faucet Part No.
63.6008, chrome plated brass service sink faucet, 14" pipe eccentric inlets an 8" centers, or equal.
15.1.7 CONDENSATE DRAINS: Furnish and install capper condensate drainage lines with proper venting far all HVAC
equipment. The lines shall be no smaller than 3/4" diameter and shall be located under the roof unless
prohibited by code. PVC condensate lines may not be used. In Reno, provide evaporator pans net in roof
mastic.
15.1.8 SHUT-OFF VALVE: Furnish and Install a main water Inc shut-off valve for the restrooms 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, furnish and Install a
2" diameter copper water line at the roof Installed above the bottom cord of the trusses, properly braced to
• avoid movement. At each future tenant space that the line crosses, install a 2" "T" with 2" gate valve (one
valve per storefront door). Extend the water line through the tenant demising wall into the "downstream"
adjacent tenant space with 02" diameter gate valve. Furnish and install a 2" pressure reducing valve with an
access panel at the water service entrance when required.
15.1.10 HOSE BIB: Provide one rooftop hose blb If not existing (freeze proof where required). Vendors to drain water
after each use.
15.1.11 CLEAN -OUTS: Furnish and install a brass floor clean-out cover at the proper finished elevation as required. If
the clean-out is In the warehouse area, furnish and install a cast iron heavy duty traffic rated cover.
15.1.12 FLOOR DRAINS: Provide in toilet rooms where required by code.
15.1.13 INSULATION: I nsulate all water piping (except Florida) with 1" insulation. Use 135" insulation for piping in
exterior walls.
15.2.1
15.2.2
15.2.3
15.2.4
15.2.5
15.2.6
15.2.7
15.2.8
15.2.9
15.2.10
15.2.11
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 meet all
applicable local and state fire code requirements. Sprinkler heads shall be dropped into all suspended ceiling
areas. Upgrade of existing system shall conform with a class IV occupancy; In buildings with ESFR systems,
maintain the necessary clearances from all obstructions.
PIPE MATERIAL: All fire sprinkier piping shall be standard schedule 10 for 6" piping, and schedule 7 for 4"
and 2 'A" piping U.O.N. Schedule 5 pipe may not be used.
STANDARD WALL: Schedule 40 pipe is considered "standard war pipe. Schedule 10 pipe is acceptable in size
6 -inch or larger provided submittals for Schedule 10 pipe are approved by the Prologis Project Manager. Pipe
connections shall be welded or grooved couplings (Victaullc or approved equal). Threadable thin wall pipe
shall not be used. Schedule 5 and other thin wall pipes shall not be used.
THIN WALL: Schedule 7 Dyna -flow "lined pipe", or approved equal is acceptablefor branch lines less than 6 -
Inches In diameter provided submittals for Schedule 7 Dyna -flow "lined pipe", or equal, are approved by the
Prologis Project Manager. Pipe connections shall be welded or grooved couplings (Victaulic or approved
equal). Threadable thin wall pipe shall not be used. Schedule 5 and other thin wall pipes shall not be used.
SPRINKLER HEADS: The f ire s prink ler heads In areas with ceilings shall be chrome, semi -recessed, with white
escutcheons. When "second look" acoustical ceiling tiles are used, sprinkler heads shall be centered on the
half tile.
HYDRAULIC TESTING: The contractor shall include the cost of any required hydraulic testing of the fire
sprinkler system. •
FIRE EXTINGUISHERS: Fire extinguishers shall be furnished and installed per city fire code. Extinguishers may
be wall hung. •
SYSTEM SHUT DOWN: The building may be equipped with an ESFR fire protection system and booster pump.
The pump must be turned off prior to cauSing any flow in the system. The pump must be turned back an
Immediately after flow Is complete each day. Hoses must be used to drain down the system Into the nearest
catch basin to avoid staining of concrete, asphalt surfaces, and damage to landscape areas. Contact the
Owner's property manager prior to performing any work on the fire system, or deactivating the pump.
In buildings with ESFR systems, maintain the necessary clearances to avoid sprinkler head obstructions.
Utilize FM Global Property Loss Prevention Data Sheets 2-2 for guidance.
15.3.1 DESIGN BUILD: Unless engineered HVAC system drawings are Included in the bid documents, the HVAC work
shall be performed on a design -build basis. The design shall be based upon ASHRAE standards, local code,
and weather data. Calculations shall be provided upon owner request. The design -build HVAC contractor
shall furnish and install a complete and operative HVAC system to meet all local and state codes.
15.3.2 PLANS: Provide HVAC plans for architect'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 compressor
parts warranty and a 90 day service contract from the date of project completion.
15.3.4 DESIGN TEMPERATURES: The HVAC system shall maintain 75 degrees Indoors, on a 100 degree outdoor day
or local ASHRAE standards and code requirements, whichever is more stringent.
15.3.5 UNITS: The HVAC units shall be gas/electric, bottom discharge, as manufactured by Carrier, Trane, Lennox, or
York. Units shall be fnstalled on a leveled, manufactured curb. All rooftop equipment shall be seismically
fastened to the structure. side discharge untts may not be used. Commercial grade heat pumps by Carrier
(model 50TCQ), or Trane (model WCD) may only be used In the Las Vegas or Phoenix markets. When 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 flve tons and whenever requfred by the energy rode For Denver
and Salt Lake City areas, provide hail guards on rooftop units
15.3.6 UNIT LOCATIONS: HVAC and evaporative cooler units (when used) shall be located on roof, adjacent to a
glulam beam or girder, at or near a structural column, set back from building edge to hide them from sight.
Framing for roof penetrations and supports for all roof -top equipment must be reviewed, approved, and
stamped by a structural engineer.
15.3.7 EVAPORATIVE COOLER: Evaporative coolers when specified as a customer upgrade shall provide a minimum
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 systems. The plenums, water supply lines and drain lines shall not encroach into the building's clear
space U.O.N.
15.3.8 CURBS/SLEEPERS: All mechanical units (HVAC units, evaporative coolers, and relief vents) shall be located on
roof and shall be installed with a self -flashing, leveled, factory curb. Furnish and Install 4 inch leg cant strips
around all curbs. Absolutely no wood or metal sleepers may be used without owner's written permission.
15.3.9 CONTROLS: The HVAC system shall be connected ton 7 -day digital programmable thermostat. All
thermostats shall be mounted at 48" A.F.F. and shall have an automatic change -over feature. All thermostats
that are not digital are to be converted to a digital programmable thermostat during Make Ready and Tenant
Improvement projects. If freeze protection only Is installed in the warehouse, the thermostat control should
be mounted on the on the inside of the unit at the roof top level.
15.3.10 EXHAUST FANS: Furnish and install an exhaust fan in each toilet room and shower room (3 applicable).
I nstall a supply air grille or a transfer grille from the toilet, shower, or break room ceiling to the adjacent
conditioned space. In multi -fixture restrooms, fans shall be rated at 150 CFM intnlinum.
15.3.11 DUCTING: Al! vertical ducting shall be galvanized spiral, Insulated with 1-1/2" wrap and vapor barrier.
Horlzontal runs may be galvanized spiral or duct board. Any exposed duct In a conditioned warehouse area
must be galvanized spiral s beet metal. Final connections to the registers shall be made with a minimum 5'
soft flex duct for sound attenuation, and a maximum of 8' in length.. All plenums shall be fabricated from
insulated galvanized sheet metal of appropriate gauge for low pressure use. Plenums shall extend from the
unit to the level of the horizontal branches. No ducting or plenum drops may be installed over warehouse
space, unless approved by owner. If the project is a remodel of an existing system, all abandoned ducting
shall be removed.
15.3.12 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.
15.3.13 GRILLES: All conditioned areas shall have a supply register and a ducted return register. Transfer grills are
not permitted in the office area. Supply and return air registers shall be white baked enamel 2'x2' with a
perforated face, flush mounted. Supply air registers shall have a 4 -way directional blow. Restroom registers
need to be l'x2' if there are multiple stalls. Restroom registers may be rxr for one toilet bathrooms.
15.3.14 FILTERS: Filters shall be located at the unit, not at the return register. Replace all existing f titers after the
completion of the construction.
15.3.15 CONDENSATE DRAINS & PIPING: See section 15.1.7.
15.3.16 DUCT SMOKE DETECTORS: Smoke detectors shall be installed in all units 2000 cfm or greater and/or 5 ton or
greater, or as required by code.
• 15.3.17 WAREHOUSE HEATERS: NIC
15.3.18 DRAFT STOPS: NIC
16.1
16.2
16.3
16.4
16.5
DESIGN BUILD: Unless engineered electrical system drawings are included in the bid documents, the
electrical work shall be performed on a design -build basis. The design -build electrical contractor shall furnish
and install a complete and operatfve electrical system to meet all local and state codes.
PLANS: Provide electrical plans for architect's and owner's review and approval.
ENERGY CALCS: Provide energy compliance code lighting calculations if required.
METER SECTI ON: Furnish and install an electrical meter section "bussed for future" sections If not existing.
PANELS AND TRANSFORMERS: The locatlons of the 277/480 volt electrical panel, the transformer, and the
120/208 volt electrical panel shall be approved by the owner. Typtcally these should be located on the
office/warehouse wall adjacent to the toilet rooms. The panels should not be located on a demising wall. The
electrical panels and transformer shall be sized to allow for a 25% increase in the number of circuits in the
future.
REFER TO Prologis LED SPECIFICATION FOR DESIGN, INSTALLATION AND FIXTURE REQUIREMENTS.
OFFICE LIGHTING: Furnish and install 2'x4' lay -in LED light fixtures with standard acrylic lens, wired to the
277/480 volt panel, average 35 foot candles at 30" A.F.F. or as pertnitted by code but no less than two (2)
fixtures per 10'x12' office. Wire one (1) light fixture near each exterior exit door to provide 24 hour lighting.
WAREHOUSE LIGHTING: If not Included In the building shell, furnish and install LED hi bay fixtures to achieve
25 foot candles (avg) at 30" A.F.F. based on an open floor plan. Fixtures shall have 15' of MC cable and shall
be placed to maintain clearances and avoid conflicts relative to ESFR sprinkler systems (generally mid -way
between ESFR heads or sprinkler lines). Variations from this layout necessary to accommodate the tenant's
racking must meet fire code requiretnents.
16.15
16.16
16.17
16.18
16.19
16.20
OUTLET BOXES: All outlet boxes for wall switches, wall receptacles, telephone, etc. shall be galvanized steel
or cast type boxes.
RECEPTACLES: Furnish and Install two (2) 110V duplex receptacles and one (1) telephone "ring and string" in
each office. Any unused telephone boxes shall receive is blank cover.
DEDICATED RECEPTACLES: Furnish and install a dedicated 110 volt fourplex outlet at the teiephon e board
and two dedicated 110V outlets at the coffee bar. Provide a dedicated 20 AMP GFI receptacle if within 6' of
any sink.
GFI RECEPTACLES: Provide one GFI electrical outlet in each toilet room and above the break room counter.
Install GFI receptacles wherever required by code.
WAREHOUSE SWITCHING: The warehouse lighting shall be controlled with Integral occupancy sensors, or In
accordance with local code. Additionally, a manual switch (operating lighting contactors) to turn on lighting In
the Speed Bay shall be provided fn a location approved by Prolog's.
. .
ELECTRICAL CONDUIT/ CONDUCTOR MATERIAL: All con duti shall be EMT or MC cable. Aii conductors must
be copper. ESFR sprinkler heads shall not be obstructed by conduit.-
. .
CONDUIT INSTALLATION: All conduits in areas without ceilings shall be Installed at or abovethe bottoms of
the trusses or beams. All conduits shall be run at 90 degrees or parallel to structural members, walls, floors,
and ceilings. No conduit may be installed below the slab or on top of the roof without the owner's written
permission.
TELEPHONE CONDUIT: Furnish and Install is 2" diameter metal conduit for phone system from the building
telephone service entrance to a telephone board within the tenant space. Use PVC where allowable by code.
Field verify location of building telephone service entrance. Verify that the conduit does not obstruct ESFR
sprinkler heads.
TELEPHONE BOARD: FurnIsh and Install one, 4'x8'x3/4", APA C -D plugged (paint grade), fire retardant
plywood telephone backboard for mounting customer's electrical or telephone equipment. Provide No. 6
copper ground wire unless otherwise required.
TRIM COLOR: All light switches, outlets, and electrical trim shall be white U.O.N.
LABELING: Label all panels, control potnts, switches, and motors as directed. Panels shall be identified by
panel number. Switches shall have typed labels indicating the equipment which they control. Typed (circuit)
panel directories are to be supplied and installed.
LABELING: Label all panels, control points, switches, and tnotors as directed. Panels shall be identified by
panel number. Switches shall have typed labels indicating the equipment whtch they control. Typed (circuit)
panel directories are to be supplied and installed.
RECEIVED
CITY OF TUKWILA
NOV 1 5 2017
PERIVIIT CENTER
JACKSON 1 MAIN
ARCHITECTURE
311 FIRST AVENUE SOUTH
SEATTLE, WA 98104
t 206.324.4800
WWW.JACKSONMAIN.COM
4879
REGISTERED
ARCHITECT
RE
STATE
A PERCIC
WASHINGTON
Jackson I 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 1 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 I Main Architecture,
P.S. All common law rights of copyright are
hereby specifically reserved.
Print Record
09/14/2017
FOR OWNER REVIEW
11/09/2017
BLDG. CORRECTIONS
Revision Record
1
11/09/2017
BLDG. CORRECTIONS
BUILDING PHONE
ROOM
UPLAND DISTRIBUTION CENTER
1121 ANDOVER PARK WEST
TUKWILA , WASHINGTON 98188
REVIEWED FOR
CODE COMPLIANCE
APPROVED
NOV 30 2017
City of Tukwila
BUILDING DIVISION
PROLOGIS'
• 12720 Gateway DR
Suite 110
Tukwila, WA 98168
Telephone: 206.414.7600
Facsimile: 206.414.7601
Date
1110912017
Project No.
17008.06
Sheet Title
PROLOGIS FINISH
STANDARDS
Sheet
NoA.
1 D02
El Released for Construction
M Not Released for Construction
1.1
CODES: All construction shall comply with local, state and federal codes and regulations, including all ADA
standards.
1.1A
PERMITS: Owner shall reimburse contractor for the cost of the building permit and any impact fees.
Contractor shall be responsible for all trade permits and business licenses
1.2
INSURANCE: MUST CONFORM WITH PrologIs RISK MANAGEMENT REQUIREMENTS
1.3
BUILDERS RISK INSURANCE: Owner shall provide builders risk insurance to cover the full value of the work
being performed
1.4
JOBSITE CONDITIONS: All contractors must verify existing job conditions prior to bid.
1.5
DOCUMENT CONFLICTS: If there is a conflict in the drawings, or between the written specs and the
drawings, the contractor shall be responsible for the more expensive of the options.
1.6
CLOSE-OUT DOCUMENTS: Provide 0 & M manuals and "as -built" drawings for all architectural, structural,
plumbing, electrical, HVAC and fire protection work on two (2) flash drives In pdf format. Provide one (1)
hard copy and one electronic copy in pdf format of the stamped permit set of drawings. The value of the
close-out documents shall be 10% of the value of the respective work.
1.7
,
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.
• 1.8
EXISTING CONDITIONS: These finish standards shall be modified to match existing conditions with written
•
approval from the Prologis Project / Property Manager
1.9
FLOOR MAINTENANCE: No vehicles except scissor lifts shall be allowed Inside the building during
construction without written permission from the owner. All scissor lifts shall have non -marking tires and
must be diapered to prevent marking and staining of the concrete floor.
1.10
SUPERVISION: The general contractor shall provide a highly experienced jobsite superintendent, acceptable
to the owner, to manage all the work during the course of construction.
• 1.11
SAFETY: Contractor shall be green flagged in Avetta system prior to beginning any work
1.12
WARRANTIES: Contractor shall provide a one year labor and material warranty from project completion on
all work performed.
3.1
PATCHING: Any removal and replacement of the concrete slab shall meet the requirements of the existing
slab. Do not overcut corners 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)
114 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 the existing sawcut edge with an abrasive brick to approximate a 1/8 inch radius
edge. Install vapor barrier if there Is existing vapor barrier. Sawcut control joints In new concrete to match
existing, and install joint filler to match existing (Metzger McGuire MM80 or equivalent)
#REFI
BOLT HOLE AND SLAB CRACK REPAIR: All the top of the floor. Utilize a 2- part epoxy to fill the hole and over -
apply to the slab surface. Scrape off the excess material once it Is dry. Acceptable material: Metzger McGuire
MM -80 semi-rigid 2 -part epoxy material, or equal. For crack repair: Repair Procedure:
• Chip out spells to reveal fresh concrete and clean repair area thoroughly.
• Repair areas to be at least %" deep and 'A" wide (on either side of control joint), with vertical repair edges,
no feathering!
• You'll need to fill any deep cracks with sand to provide a backer rod underneath the patching material so it
doesn't sink down below grade after you pour the concrete in. Leave '4" -'1." above sand to be filled with
epoxy. Epoxy to be poured so that it's supported directly by firm concrete, with no sand.
• Fill area with the 2 part epoxy. Epoxy to be slightly higher than the top of the floor and allow to cure
• Sand down the patches so they're smooth and flush with the floor.
• When repairing the floor at a warehouse floor joint, it's.critIcal that relief cuts are installed to prevent repair
failure.
4.1
MASONRY WALLS: NIC
5.1
BOLLARDS: Furnish and Install two (2) 6" diameter, concrete filled, thin wall 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 Prolog(s Project/ Property Manager). Surface mounted bollards shall be 4" diameter 4'-0" A.F.F. with a
onefoot square base plate and expansion anchored to the concrete floor with four (4) each 'A" expansion
•
anchors.
• 5.2 •Framing
for roof penetrations and supports for all rooftop equipment must be reviewed, approved and
stamped by a structural engineer. See 15.3.6.
• 5.3
EXTERIOR METAL STAIRS: Match extsttng stairs
• DIVISION 6
WOOD AND PLASTICS
• 6.1
CABINETS: Furnish and Install a coffee bar and / or lunch room base cabinet. The base cabinet(s) shall be
plastic laminate by Wilsonart or approved equal In the manufacturer's standard color on all exposed
horizontal and vertical surfaces, Including open cabinet Interiors, 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 pulls, 125deg. Blum
concealed hinges or approved equal. The cabine(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". If
the toe -kick is Integrated with the cabinet doors to meet the ADA requirements, use stainless steel toe -kicks
for those doors.
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 radius Inside and outside
corner at the backs plas h. For SF Bay Area Market, Install a solid surface countertop per finish spec provided
by Prologis personnel.
6.3
IAVATORY COUNTERTOPS: All office toilet rooms with multiple lavatories shall have van ties. The lavatories
shall be Installed in a plastic laminated countertop with 2" bull nosed front edge, a 4" backs plas h and a radius
inside and outside corner at the backsplash. Single accommodation toilet rooms and multiple
accommodations toilet rooms serving the warehouse shall receive wall mounted lavatories. For SF Bay Area
Market, install 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
theArchitecture! Woodwork I nstitute's (AW!) custom grade for flush overlay construction. MDF products
shall be made 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 adhesives shall have a VOC content of 70 g/L 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)
6.5
•
MILLWORK ADA STANDARDS: All Millwork must meet ADA standard as required by governing agency.
•
Millwork must pass review to properly close out the project.
6.6 ••BLOCKING:
Blocking is to be provided as required for installation of wall mounted items and Is to meet
•
requirements of IBC 603.1.
7.1
ROOF INSULATION: The roof insulation above conditioned area ceilings shall be 3-19 (or as required by the
•
energy compliance calculation), unfaced fiberglass bats, wire -tied In place as manufactured by Owens-
•
Corning or equal. Attach thevapor barrier (foil) to the sub-purlin where required by code ar Prologis
.
Managers. For the office where perimeter office walls do not extend to the roof deck, lay insulation on top of
the
cetling tiles if code allows.
7.2
CEILING INSULATION: Where permitted by codefurnish and Install 3-19 (or as required by the energy
compliance calculation), unfaced fiberglass batt Insulation on top of the suspended acoustical ceiling at
•
conditioned
spaces.
7.3
THERMAL
WALL INSULATION: Furnish and Install 3-13 (or as required by the energy compliance calculation)
unfaced fiberglass batt insulation from floor to roof in walls between conditioned and unconditioned spaces.
Furnish
and Install 3-13 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.
7.4
ACOUSTIC
INSULATION: Furnish and install 3 1/2" 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. •
• 7.5
INSULATION
FACING: All exposed fiberglass batt insulation shall have a white PSK -25 or approved equivalent
facing.
7.6 •
SKYLIGHTS:
Existing skylights In conditioned areas shall be sealed if they are vented.
7.7
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 verffy 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 maintained. The patch shall also meet all of the
requirements
stated in the building shell specifications. On buflt-up roofs, pipe and conduit penetrations at
the
roof shall receive galvanfzed pipe flashing with screw clamp and elastomeric sealant and shall also be hot
asphalt
patched with 4 ply.
7.8 •
ARCHITECTURAL
SHEETMETAL: Furnish and Install sheet metal cap flashing on top of any roof mounted wood
sleepers
approved by owner.
• 7.9
FIRE
SAF! NG: Penetrations at one hour walls shall be fire safed or caulked.
8.1
INTERIOR DOORS AND FRAMES: Furnish and install 3'-0" x 7'-0" x 1-3/4", solid core, birch, B-3 stain
prefin is hed doors In "Timeht preflnished black steel f rarnes (clear anodized aluminum frames by ACI, Eclipse
or approved equal in the San Francisco Bay Area), with 1-1/2" pairs of Hager BB1279 butts per door U.O.N.
(All office door shall receive a 2'-0" sidelight In the San Francisco Bay and Seattle 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.
NEW EXTERIOR DOORS/FRAMES: 20 gauge, full flush, 1-3/4" thick hollow metal with fibrous honeycomb
core or steel stiffened hollow metal. I nstall overhead ram drip flashing and weather stripping on new hollow
metal doors. Frame: 18 gauge with 2" faces and 5/8" stops formed internal corners mitered, welded and
ground smooth.
INTERIOR DOOR HARDWARE: Furnish and install Schlage AL1OS Saturn passage hardware on all doors except
single accommodation toilet rooms which shall receiveSchlageAL4OS privacy locks. The door hardware shall
have a brushed chrome 626 finish U.O.N. Furnish and install weather-stripping, closers, and drop seals at
doors between conditioned and non -conditioned areas. Furnish and install closers on all toilet and shower
room doors. The closer shall be Installed on the toilet room or warehouse side of the door. When working in
an existing tenant space, the new door hardware shall match the existing door hardware U.O.N.
EXTERIOR DOOR HARDWARE: Match the existing building hardware. Include door closers, mall slots, and
latch guards on all new doors.
KEYS: Owner shall rekey all locking hardware
DOOR SIGNAGE: Include all signage per code (Handicap, Exit, etc.)
OVERHEAD DOORS: Match the existing building overhead doors and door insulation. If no 0.H. doors exist,
use insulated Overhead Door Company or equal with 3" track 20 gauge door vertical reinforced bottom rail,
with step plate flush panel sectional. Sawcut at exterior concrete panels must be certified by a licensed
structural engineer. No overcuts will be allowed. Protect new overhead door tracks with '2ee Guards": 3/8"
thick bent plate, 4 feet long, bolted to the tilt -up wall panel to protect all dock overhead door tracks
INTERIOR Wi NDOW FRAMES/GLASS: interior windows shall be 1/4" clear tempered glass set In black
"Timely" frames (or anodlzed aluminum frames In the S.F. Bay Area) to match the interior doorframes.
Glazing heights hall match door height, UON; width shall be as indicated on plans.
MIRRORS: Furnish and install 4high x1/4" thick plate glass mirrors whit two coats silver 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.
EXTERIOR GLASS: The glass In new storefront doors and "In -filled" truck door openings shall match the
existing building glass. lithe building glass is a long lead item, install gray vision glass (tempered 3 necessary)
for temporary use until building standard glass is available.
WINDOW MULLIONS: Where Interior drywall partitions meet the exterior window wall, furnish and Install
aluminum "false" mullions finished to match the existing exterior storefront.
9.1 • • FIRE RATED WALLS: All Rated walls and partitions to meet UL U419 listed standards or equal. Metal studs
wtth one layer of 5/8" type "V gypsum board on each side from the floor to the roof deck. The stud size and
spacing shall be per the stud manufacturer's tables and local code requirements. Install fire sating between
the gypsum board and roof deck U.O.N. Provide proper UL listed head joint detail when required by code.
Penetrations at one hour walls shall be fire safed or caulked per UL listings.
9.2• FULL HEIGHT DRYWALL PARTITIONS (including tenant demising 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 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 3-5/8" or 3-1/2" x 25
GA. metal studs at 24" o.c. with 5/8" fire code type "X" gypsum board on each side. The ceiling grid shall be
installed first with walls built to the grid. The 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 10 6" above grid. Furr
perimeter concrete walls and interior columns In office areas to 6" above the grid.
94 • OFFICE/TOILET RM. WALL/CEILING Fl NISH: Al! office drywall shall recetve a Ifght skip trowel textured wall
• finish. Denver, Salt Lake City, Portland and Seattle area projects shall receive a smooth finish. The skip trowel
texture shall be the s ize 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 application. 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: Al! drywall in the warehouse shall be fire taped only unless
otherwise mated. Spot screws in firetaped areas •
• 9.6 •END CAPS: Where a partition meets a window mullion, furnish and Install an aluminum "wall end cap"
finished to match the storefront U.O.N. Install rigid 2" x2" 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.
Walls behind mop sinks, drinking fountain and laundry sinks shall receive a 4' x4' 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: Furnish and install 24" x48" x5/8" USG Omni non -directional fissured tile or equal,
installed at 9'-0" A.F.F., U.O.N. in all office areas except toilet and shower rooms. Use second -look ceiling tile
• in Seattle market.
9.9 • ACOUSTIC CEILING TILE SUSPENSION SYSTEM: Furnish and Install Class "A" 15/16" exposed "T' grld system,
intermediate duty (heavy duty in seismic design category "D" areas) with 1-1'2" main tees, 1-'4" cross tees,
and 7/8" x 7/8" wall mold as manufactured by Donn or equal per code. Fire rated grid and tile shall be used
where code requires. The grid color shall be white to match the tile exactly.
CARPET: Carpeting shall be Designweave, Shaw (such as Lynchburg 26 series) or approved equal, loop
• graphic, solution dyed 10035 nylon, 26 oz. per square yard average yarn weight mlnimutn, 1/10th gauge,
color to be selected from manufacturer's standard colors U.O.N. Carpet shall be direct glue down U.O.N.
9.10 Verify with Prolog's Manager for final f In fsh selection. In Seattle Area: I nstall walk -off mat at all doors from
office to either exterior of the building or warehouse. The walk -off mat should be at least 4' wide or the
• width of the hallway by 3' deep. The product should be Connexus Super No 52 in either roll good or modular
tile or equal.
9.11 •CARPET BORDERS: Carpet insets or borders when specified as a customer upgrade s hall be mitered at the
corners.
9.12 CARPET PAD: Only when specified by the customer as an upgrade, shall be a minimum 3/8" thick, 81b. dense
rebound or slab rubber pad. •
9.13 • VINYL COMPOSITION TILE: Furnish 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 finish selection.
9.14 RUBBER BASE: All areas receiving floor covering and new walls except the toilet rooms shall have 4" high
• tops et rubber base as manufactured by Burke, Roppe, or Tarkett In a standard color. Install the rubber base
on a continuously roll, not sectional. Verify with Prologis Manager for final finish selection.
9.15
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 jofnts shall be heat welded and receive seam sealer. The sheet
vinyl shall be Corlon or Mannington Magna. not available, need to specify later Installed In all new toilet
rooms. Verify with Prologis Manager for final finish selection.
9.16 •TRANSITION STRI PS: Furnish and install black vinyl transition strips at all changes in flooring material U.O.N.
9.17 CERAMIC TILE: (Central Valley area only)
RESTROOMS: Use 2x2 American Olean ceramic tile or equal slip resistant on floors and 4x4 ceramic tile on
walls as noted on plans.
ENTRANCES: When specified on plans, 8"x8" American Olean ceramic tile or equal.
• 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.
9.18 CONCRETE FLOOR SEALER: All concrete floor patches shall be resealed to match the existing concrete floor
sealer / hardener in warehouse areas.
9.19 PAINT: On walls receiving a skip troweled finish, apply one (1) coat of hterior 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 two 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 Prologls
• Manager for final finish selection. All exposed warehouse columns 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.
9.20 PAINT - REPAINT INTERIOR: When re -painting in an occupied area, utilize zero VOC paint In the appropriate
finish. Adhere to all surface preparation and application requirement per manufacturer's product
specification data. Standard of quality shall be PPG Industries zero VOC product offering such as
PPG/Pittsburgh Paints Pure Performance Line. •
9.21 STAIN -NEW INTERIOR: Provide one (1) coat of stain, one (1) coat of sealer, and two (2) coats of
polyurethane satin finish for all interior wood doors. Adhere to all surface preparation and application
requirements per inanufacturer's product specificatton data. Standard of quality shall be PPG/Porter Paints
professional best product offering such as Porter Paints Wood Guardian or Pittsburgh Pa frits Rez Line.
9.22
WALLCOVERING: NIC
9.23 • • PAINT- EXTERIOR:The exterior of the office/warehouse wall shall be painted with exterior acrylic fiat white
• paint. Adhere to all surface preparation and application requirements per manufacturer's product
specification data. Standard of quality shall be PPG/Porter Paints professional best product offering such as
Potter Paints Acri Pro 100 or Pittsburgh Paints Speedhicie.
9.24 PAINTING - DOCK EQUIPMENT- Paint dock levelers, latex enamel semi -gloss Iron Ore SW 7069 with pit angle
painted safety yellow.
9.25 •WAREHOUSE FLOOR STRIPING:Installed with the Intent of future removal. Grincling and/or shot blasting is
NOT an acceptable method of floor preparation for striping. Use a modified epoxy paint similar or equal to
• I nternational I nterguard safety yellow; substitutions to be pre -approved by Prologls. Striping to be removed
• using Smart Strip.
9.26 BATTERY CHARGER FLOOR COATING (Epoxy): All new battery charging areas are to receive approximately 70
square feet of epoxy coating per battery charger. in the areas to receive epoxy coating, mechanically abrade
the surface to clean and prepare the concrete for installation of new epoxy coating or by manufacturers
recommendation. Apply one coat of General Polymers 3579 10035 solids epoxy primer Apply two coats of
General Polymers 3741 100% solids Novalac finish. General Polymers is the industrial floor division of
• Sherwin Williams.
10.1
10.2
10.3
NAPKIN DISPOSALS: Bobrick 8-270 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 Bobrick 8-3944 (for
multiple accommodation toilet rooms) recessed paper towel dispenser with a waste receptacle U.O.N.
SEAT COVER DISPENSER: Bobrick 8-221 seat cover dispenser in each toilet stall.
TOILET PAPER HOLDER: Bobrick 8-686 double toilet paper holder.
GRAB BARS: Bobrick No. B6806-36 and 86806-42 stainless steel per ADA.
WASTE RECEPTACLE: Bo brick #13,3644
FRAMED MIRROR: Bobrick #13165-3436
ACCESSORY INSTALLATION: Contractor Is responsible for all blocking and framing requirements, as well as
any additional requirements for powered accessories.
TOILET PARTITIONS: Furnish and install metal, floor mounted, toilet partitions With a baked enamel finish by
Global Steel, Knickerbocker or equal in manufacturers standard "quick ship" color. Project Manager may
substitute plastic laminated partitions pending approval of specifications.
SIGNAGE: Furnish and Install all handicap and exit signage as required by code.
11.2
11.3
11.4
11.5
11.6
11.7
11.8
MANUFACTURER: All dock equipment when required by the customer as an upgrade shall be Arbon, Kelly/
Serco, Nordock or Powerramp.
LEVELER PIT: All exposed edges of the dock leveler pit shall be protected with steel corner 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 corners when sawcutting the concrete slab for the new pit. On the
exterior wall, all edges must have a clean 'A" chamfer, accomplished by grinding or sawcutting the existing
concrete with a%" chamfer and pouring the new concrete with a %" chamfer.
DOCK LEVELERS: Mechanical 6' x 8' 35,000 lb. capacity Arbon, Kelly / Serco, Nardock or Powerramp with
recessed pit per manufacturer's detail.
EDGE OF DOCK LEVELERS: 72" wlde x 3,000 lb. capacity Arbon, Kelly/Serco, Nordock or Powerramp. The
EOD must be mounted per manufacturer's Instructions and must be Installed with a transition plate extending
12"minlmum into the building if there Is no existing steel channel In the dock. Sawcut transition plate Into the
concrete floor at the leading edge.
DOCK SEALS: Rite -Hite PLATP793 (or approved equal) with 22 oz. black vinyl base fabric 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 block
outs.
DOCK SHELTERS: Rite Hite P11E524 dock shelters (or approved equal). The fabric shall be 40 oz black
hypalon. The projection shall be 24" standard and 36" at E.O.D.'s.
DOCK LIGHTS: Adjustable dock loading light with 40" extension.
DOCK BUMPERS: Serco or Rite Hite 24" Model 8410-24 (or approved equal). Anchor to embed dock angle
and anchor bait per manufacturer recommendations.
12.1
BLINDS: All exterior windows, including exterior warehouse windows and windows above any acoustic
ceilings, shall receive mlni-blinds by Bali "Classic" or approved equal, wtth 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 sidelight.
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-bulld bash. The design -build plumbing contractor shall
furnish and install a complete and operative plumbing system to meet at local and state codes.
15.1.2 PLANS: Provide plumbing plans for architect's and owner's review and approval.
15.1.2.A
15.1.3 SEWER LINES: Sewer, soil and waste lines within the building below the finished floor elevation shall be
schedule 40 ABS plastic or schedule 40 PVC plastic pipe. Sewer, soil and waste lines withn the building above
the finished floor elevation shall be standard weight cast iron. ABS piping may be used aIove the finished
floor 3 permitted by code and approved by the owner. All lines should be at least a 135 grade of gravity flow.
Must ensure that tree roots will not interfere with path of the sewer, soil, and waste lines.
15.1.4 GAS LINES: Al! gas lines shall be run under the roof above the bottom cord of the trussesperpendicular 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 governing body. Al!
domestic water, condensate, and smitty pan dram lines must be copper.
15.1.6 PLUMBING FIXTURES AND TRIM:
15.1.6.A LAVATORY FOR VANITY: American Standard, " Cadet Everclean- Oval Countertop Sink", model 0419.444EC,
white, self -rimming or equal with a Delta Model 523 LF HDF or Moen 14601 single lever type faucet assembly
with a grid strainer and bright chrome finish. Furnish and install a Handy -Shield Drain Cover 413011 White by
Plumberex Specialty Products under each lavatory.
15.1.6.8 •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. Furnish and install a Handy -Shield Drain Cover 113011 White by Plumberex Specialty Products under
• each lavatory.
15.1.6.0 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 495 seat and a Sloan11111 flush valve
15.1.6.0 WATER CLOSET IF WATER SUPPLY IS NOT SUFFICIENT FOR FLUSH VALVE:American Standard 'Cadet'
elongated pressure -assisted toilet, Model 112333.100 (white) with Olsonite 464 SSTL toilet seat (white) for
non -handicapped applications.
15.1.6.E American Standard 'Cadet' Right Height Elongated pressure -assisted toilet, model 112377.100 (white) with
Olsanite 4164 SSTL toilet seat (white) for ADA applications.
15.1.6.F URINAL: American Standard, "Washbrook FlaWise", model 6590.125, or approved equal, white, with a 3/4"
top spud. For Portland Area: American Standard, "VVashbrook FloWise", model 6590.125, or approved
equal, white. American Standard model 6590.125 comes with flush valve
15.1.6.0 COFFEE BAR / LUNCH ROOM SINK: Elkay, model MAD 1918, stainless steel, with a Delta 14100 faucet If the
Lunch Room base cabinet is 8'-0" or longer, use an Elkay model GECR 2521. Furnish and install a Handy -
Shield Draln Cover 113011 White by Plumberex Specialty Products under each sink.
15.1.6.H LAUNDRY TRAY: When specified as a customer upgrade use Fiat Products, Moided-Stone, model FL -1, with 20
gallon capacity, or Florestone Model FM Utility Sink with a Delta model 2123 laundry tub faucet.
15.1.6.1 SHOWER ENCLOSURE: When specified as a customer upgrade use Florestone, wheelchair accessible
fiberglass shower stall, 44-5214 white with grab bars, seat, mbting valve and shower curtain rod. Outside the
• shower pan, be sure to slope floor to draM the water to the floor drain.
15.1.61 WATER HEATER: The water heater shall be A.O. Smith, State or approved equal sized to meet the demand. It
• shall be located on the warehouse floor in is smitty pan draining into a hub dram with a trap primer. The
location shall be as located by the architect or approved by the owner. All plumbing connections shall be
made with dielectric unions. Installing the water heater above the ceiling Is not allowed.
15.1.6.K WATER COOLER: If drinking fountain is specified on the plan use Elkay model EZSTL8LC for the high -low drink
fountain. If the local jurisdiction requires the protection for a blind person, use Bobrick modet"819298" grab
bar; 135" stainless steel. Install two grab bars, one at each end of the fountain.
15.1.6.1 • JANITOR'S HAND SINK: Mustee Utilitub Model kt 18F - Floor mount, or Mode118W -wall hung, or equal.
15.1.6.M
Janitor's Mop Service Basin: Mustee Model # 62M 24" x24" x8 '4" with Mustee Service Faucet Part No.
63.6008, chrome plated brass service sink faucet, 14" pipe eccentric inlets an 8" centers, or equal.
15.1.7 CONDENSATE DRAINS: Furnish and install capper condensate drainage lines with proper venting far all HVAC
equipment. The lines shall be no smaller than 3/4" diameter and shall be located under the roof unless
prohibited by code. PVC condensate lines may not be used. In Reno, provide evaporator pans net in roof
mastic.
15.1.8 SHUT-OFF VALVE: Furnish and Install a main water Inc shut-off valve for the restrooms 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, furnish and Install a
2" diameter copper water line at the roof Installed above the bottom cord of the trusses, properly braced to
• avoid movement. At each future tenant space that the line crosses, install a 2" "T" with 2" gate valve (one
valve per storefront door). Extend the water line through the tenant demising wall into the "downstream"
adjacent tenant space with 02" diameter gate valve. Furnish and install a 2" pressure reducing valve with an
access panel at the water service entrance when required.
15.1.10 HOSE BIB: Provide one rooftop hose blb If not existing (freeze proof where required). Vendors to drain water
after each use.
15.1.11 CLEAN -OUTS: Furnish and install a brass floor clean-out cover at the proper finished elevation as required. If
the clean-out is In the warehouse area, furnish and install a cast iron heavy duty traffic rated cover.
15.1.12 FLOOR DRAINS: Provide in toilet rooms where required by code.
15.1.13 INSULATION: I nsulate all water piping (except Florida) with 1" insulation. Use 135" insulation for piping in
exterior walls.
15.2.1
15.2.2
15.2.3
15.2.4
15.2.5
15.2.6
15.2.7
15.2.8
15.2.9
15.2.10
15.2.11
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 meet all
applicable local and state fire code requirements. Sprinkler heads shall be dropped into all suspended ceiling
areas. Upgrade of existing system shall conform with a class IV occupancy; In buildings with ESFR systems,
maintain the necessary clearances from all obstructions.
PIPE MATERIAL: All fire sprinkier piping shall be standard schedule 10 for 6" piping, and schedule 7 for 4"
and 2 'A" piping U.O.N. Schedule 5 pipe may not be used.
STANDARD WALL: Schedule 40 pipe is considered "standard war pipe. Schedule 10 pipe is acceptable in size
6 -inch or larger provided submittals for Schedule 10 pipe are approved by the Prologis Project Manager. Pipe
connections shall be welded or grooved couplings (Victaullc or approved equal). Threadable thin wall pipe
shall not be used. Schedule 5 and other thin wall pipes shall not be used.
THIN WALL: Schedule 7 Dyna -flow "lined pipe", or approved equal is acceptablefor branch lines less than 6 -
Inches In diameter provided submittals for Schedule 7 Dyna -flow "lined pipe", or equal, are approved by the
Prologis Project Manager. Pipe connections shall be welded or grooved couplings (Victaulic or approved
equal). Threadable thin wall pipe shall not be used. Schedule 5 and other thin wall pipes shall not be used.
SPRINKLER HEADS: The f ire s prink ler heads In areas with ceilings shall be chrome, semi -recessed, with white
escutcheons. When "second look" acoustical ceiling tiles are used, sprinkler heads shall be centered on the
half tile.
HYDRAULIC TESTING: The contractor shall include the cost of any required hydraulic testing of the fire
sprinkler system. •
FIRE EXTINGUISHERS: Fire extinguishers shall be furnished and installed per city fire code. Extinguishers may
be wall hung. •
SYSTEM SHUT DOWN: The building may be equipped with an ESFR fire protection system and booster pump.
The pump must be turned off prior to cauSing any flow in the system. The pump must be turned back an
Immediately after flow Is complete each day. Hoses must be used to drain down the system Into the nearest
catch basin to avoid staining of concrete, asphalt surfaces, and damage to landscape areas. Contact the
Owner's property manager prior to performing any work on the fire system, or deactivating the pump.
In buildings with ESFR systems, maintain the necessary clearances to avoid sprinkler head obstructions.
Utilize FM Global Property Loss Prevention Data Sheets 2-2 for guidance.
15.3.1 DESIGN BUILD: Unless engineered HVAC system drawings are Included in the bid documents, the HVAC work
shall be performed on a design -build basis. The design shall be based upon ASHRAE standards, local code,
and weather data. Calculations shall be provided upon owner request. The design -build HVAC contractor
shall furnish and install a complete and operative HVAC system to meet all local and state codes.
15.3.2 PLANS: Provide HVAC plans for architect'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 compressor
parts warranty and a 90 day service contract from the date of project completion.
15.3.4 DESIGN TEMPERATURES: The HVAC system shall maintain 75 degrees Indoors, on a 100 degree outdoor day
or local ASHRAE standards and code requirements, whichever is more stringent.
15.3.5 UNITS: The HVAC units shall be gas/electric, bottom discharge, as manufactured by Carrier, Trane, Lennox, or
York. Units shall be fnstalled on a leveled, manufactured curb. All rooftop equipment shall be seismically
fastened to the structure. side discharge untts may not be used. Commercial grade heat pumps by Carrier
(model 50TCQ), or Trane (model WCD) may only be used In the Las Vegas or Phoenix markets. When 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 flve tons and whenever requfred by the energy rode For Denver
and Salt Lake City areas, provide hail guards on rooftop units
15.3.6 UNIT LOCATIONS: HVAC and evaporative cooler units (when used) shall be located on roof, adjacent to a
glulam beam or girder, at or near a structural column, set back from building edge to hide them from sight.
Framing for roof penetrations and supports for all roof -top equipment must be reviewed, approved, and
stamped by a structural engineer.
15.3.7 EVAPORATIVE COOLER: Evaporative coolers when specified as a customer upgrade shall provide a minimum
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 systems. The plenums, water supply lines and drain lines shall not encroach into the building's clear
space U.O.N.
15.3.8 CURBS/SLEEPERS: All mechanical units (HVAC units, evaporative coolers, and relief vents) shall be located on
roof and shall be installed with a self -flashing, leveled, factory curb. Furnish and Install 4 inch leg cant strips
around all curbs. Absolutely no wood or metal sleepers may be used without owner's written permission.
15.3.9 CONTROLS: The HVAC system shall be connected ton 7 -day digital programmable thermostat. All
thermostats shall be mounted at 48" A.F.F. and shall have an automatic change -over feature. All thermostats
that are not digital are to be converted to a digital programmable thermostat during Make Ready and Tenant
Improvement projects. If freeze protection only Is installed in the warehouse, the thermostat control should
be mounted on the on the inside of the unit at the roof top level.
15.3.10 EXHAUST FANS: Furnish and install an exhaust fan in each toilet room and shower room (3 applicable).
I nstall a supply air grille or a transfer grille from the toilet, shower, or break room ceiling to the adjacent
conditioned space. In multi -fixture restrooms, fans shall be rated at 150 CFM intnlinum.
15.3.11 DUCTING: Al! vertical ducting shall be galvanized spiral, Insulated with 1-1/2" wrap and vapor barrier.
Horlzontal runs may be galvanized spiral or duct board. Any exposed duct In a conditioned warehouse area
must be galvanized spiral s beet metal. Final connections to the registers shall be made with a minimum 5'
soft flex duct for sound attenuation, and a maximum of 8' in length.. All plenums shall be fabricated from
insulated galvanized sheet metal of appropriate gauge for low pressure use. Plenums shall extend from the
unit to the level of the horizontal branches. No ducting or plenum drops may be installed over warehouse
space, unless approved by owner. If the project is a remodel of an existing system, all abandoned ducting
shall be removed.
15.3.12 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.
15.3.13 GRILLES: All conditioned areas shall have a supply register and a ducted return register. Transfer grills are
not permitted in the office area. Supply and return air registers shall be white baked enamel 2'x2' with a
perforated face, flush mounted. Supply air registers shall have a 4 -way directional blow. Restroom registers
need to be l'x2' if there are multiple stalls. Restroom registers may be rxr for one toilet bathrooms.
15.3.14 FILTERS: Filters shall be located at the unit, not at the return register. Replace all existing f titers after the
completion of the construction.
15.3.15 CONDENSATE DRAINS & PIPING: See section 15.1.7.
15.3.16 DUCT SMOKE DETECTORS: Smoke detectors shall be installed in all units 2000 cfm or greater and/or 5 ton or
greater, or as required by code.
• 15.3.17 WAREHOUSE HEATERS: NIC
15.3.18 DRAFT STOPS: NIC
16.1
16.2
16.3
16.4
16.5
DESIGN BUILD: Unless engineered electrical system drawings are included in the bid documents, the
electrical work shall be performed on a design -build basis. The design -build electrical contractor shall furnish
and install a complete and operatfve electrical system to meet all local and state codes.
PLANS: Provide electrical plans for architect's and owner's review and approval.
ENERGY CALCS: Provide energy compliance code lighting calculations if required.
METER SECTI ON: Furnish and install an electrical meter section "bussed for future" sections If not existing.
PANELS AND TRANSFORMERS: The locatlons of the 277/480 volt electrical panel, the transformer, and the
120/208 volt electrical panel shall be approved by the owner. Typtcally these should be located on the
office/warehouse wall adjacent to the toilet rooms. The panels should not be located on a demising wall. The
electrical panels and transformer shall be sized to allow for a 25% increase in the number of circuits in the
future.
REFER TO Prologis LED SPECIFICATION FOR DESIGN, INSTALLATION AND FIXTURE REQUIREMENTS.
OFFICE LIGHTING: Furnish and install 2'x4' lay -in LED light fixtures with standard acrylic lens, wired to the
277/480 volt panel, average 35 foot candles at 30" A.F.F. or as pertnitted by code but no less than two (2)
fixtures per 10'x12' office. Wire one (1) light fixture near each exterior exit door to provide 24 hour lighting.
WAREHOUSE LIGHTING: If not Included In the building shell, furnish and install LED hi bay fixtures to achieve
25 foot candles (avg) at 30" A.F.F. based on an open floor plan. Fixtures shall have 15' of MC cable and shall
be placed to maintain clearances and avoid conflicts relative to ESFR sprinkler systems (generally mid -way
between ESFR heads or sprinkler lines). Variations from this layout necessary to accommodate the tenant's
racking must meet fire code requiretnents.
16.15
16.16
16.17
16.18
16.19
16.20
OUTLET BOXES: All outlet boxes for wall switches, wall receptacles, telephone, etc. shall be galvanized steel
or cast type boxes.
RECEPTACLES: Furnish and Install two (2) 110V duplex receptacles and one (1) telephone "ring and string" in
each office. Any unused telephone boxes shall receive is blank cover.
DEDICATED RECEPTACLES: Furnish and install a dedicated 110 volt fourplex outlet at the teiephon e board
and two dedicated 110V outlets at the coffee bar. Provide a dedicated 20 AMP GFI receptacle if within 6' of
any sink.
GFI RECEPTACLES: Provide one GFI electrical outlet in each toilet room and above the break room counter.
Install GFI receptacles wherever required by code.
WAREHOUSE SWITCHING: The warehouse lighting shall be controlled with Integral occupancy sensors, or In
accordance with local code. Additionally, a manual switch (operating lighting contactors) to turn on lighting In
the Speed Bay shall be provided fn a location approved by Prolog's.
. .
ELECTRICAL CONDUIT/ CONDUCTOR MATERIAL: All con duti shall be EMT or MC cable. Aii conductors must
be copper. ESFR sprinkler heads shall not be obstructed by conduit.-
. .
CONDUIT INSTALLATION: All conduits in areas without ceilings shall be Installed at or abovethe bottoms of
the trusses or beams. All conduits shall be run at 90 degrees or parallel to structural members, walls, floors,
and ceilings. No conduit may be installed below the slab or on top of the roof without the owner's written
permission.
TELEPHONE CONDUIT: Furnish and Install is 2" diameter metal conduit for phone system from the building
telephone service entrance to a telephone board within the tenant space. Use PVC where allowable by code.
Field verify location of building telephone service entrance. Verify that the conduit does not obstruct ESFR
sprinkler heads.
TELEPHONE BOARD: FurnIsh and Install one, 4'x8'x3/4", APA C -D plugged (paint grade), fire retardant
plywood telephone backboard for mounting customer's electrical or telephone equipment. Provide No. 6
copper ground wire unless otherwise required.
TRIM COLOR: All light switches, outlets, and electrical trim shall be white U.O.N.
LABELING: Label all panels, control potnts, switches, and motors as directed. Panels shall be identified by
panel number. Switches shall have typed labels indicating the equipment which they control. Typed (circuit)
panel directories are to be supplied and installed.
LABELING: Label all panels, control points, switches, and tnotors as directed. Panels shall be identified by
panel number. Switches shall have typed labels indicating the equipment whtch they control. Typed (circuit)
panel directories are to be supplied and installed.
RECEIVED
CITY OF TUKWILA
NOV 1 5 2017
PERIVIIT CENTER
JACKSON 1 MAIN
ARCHITECTURE
311 FIRST AVENUE SOUTH
SEATTLE, WA 98104
t 206.324.4800
WWW.JACKSONMAIN.COM
4879
REGISTERED
ARCHITECT
RE
STATE
A PERCIC
WASHINGTON
Jackson I 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 1 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 I Main Architecture,
P.S. All common law rights of copyright are
hereby specifically reserved.
Print Record
09/14/2017
FOR OWNER REVIEW
11/09/2017
BLDG. CORRECTIONS
Revision Record
1
11/09/2017
BLDG. CORRECTIONS
BUILDING PHONE
ROOM
UPLAND DISTRIBUTION CENTER
1121 ANDOVER PARK WEST
TUKWILA , WASHINGTON 98188
REVIEWED FOR
CODE COMPLIANCE
APPROVED
NOV 30 2017
City of Tukwila
BUILDING DIVISION
PROLOGIS'
• 12720 Gateway DR
Suite 110
Tukwila, WA 98168
Telephone: 206.414.7600
Facsimile: 206.414.7601
Date
1110912017
Project No.
17008.06
Sheet Title
PROLOGIS FINISH
STANDARDS
Sheet
NoA.
1 D02
El Released for Construction
M Not Released for Construction
LED LIGHTING SPECIFICATIONS
This Specification is intended to be a tool for Prologis team members executing LED lighting work, both
in new construction and retrofit scenarios. The minimum requirements set forth in this Specification
should be used in procurement and in the review of design and construction information provided by
engineers and contractors. LED lighting technology continues to evolve with improvements in efficiency,
controls and quality as well as cost reductions over time. As our installed base of LED lighting in the
portfolio increases and as the LED market and products evolve, we intend to update these specifications.
at least annually. The following general requirements apply to all Prologis lighting projects:
1. All work should be permitted and performed in accordance with local codes.
2. A photometric illumination study is required for all new construction and retrofits. For studies,
reflectance values of ceilings, walls, floors should be chosen based on the specific space being lit,
utilizing photos, site observation, etc.
3. Local, regional or tenant -driven deviations to this specification may be appropriate, but must be
approved or directed by Prologis.
4. Branch wiring #2 and smaller shall be copper.
5. Conduit and cable shall run parallel to or at 90° to building lines.
6. Overhead conduits to be EMT. Alternate types for special conditions to be approved by Prologis.
7. Junction boxes shall be labeled with source panel and circuits contained.
8. Conduits above the roof deck (under the insulation) or within or below the slab are not allowed.
TECHNICAL FIXTURE SPECIFICATIONS
Criteria
Office/Non-Warehouse
Warehouse
Exterior
Efficacy (lumens/watt)
> 95 I/w
> 115 I/w
> 100 I/w
Lumen Maintenance
L80 > 80,000 hrs --
L70 > 97,000 hrs
L70 >.100,000 hrs
Color Rendering
80 CRI
70 CRI, 80 preferred
70 CRI
Color Temperature
Ambient Temperature
Rating
4000K
>104°F (40°C), no lumen
depr
4000 or 5000K
>131°F (55°C), no lumen
depr
5000K
>131°F (55°C), no
lumen depr
Certifications
DLC, UL/ETL listed
DLC, UL/ETL listed
DLC, UL/ETL listed
Sensors / Controls
Dimming
See design section
below
0-10V compatible
Integral occupancy/
daylight sensors required
0-10V compatible
See design section
below
0-10V compatible
Warranty
Target 7-10 yr labor +
mat'ls (min 5 yrs)
Target 7-10 yr labor +
mat'Is (min 5 yrs)
Target 7-10 yr labor +
mat'Is (min 7 yrs)
SYSTEM DESIGN, PERFORMANCE AND INSTALLATION REQUIREMENTS
1. Office/Non-Warehouse A.
Minimum Illumination:
1. Office: 35 FC average (30" AFF)
2. Conference rooms: 40 FC average (30" AFF)
3. Corridors / circulation: 25 FC average (30" AFF)
4. Restrooms: 30 FC average (32" AFF)
5. Cafeteria, break areas: 30 FC average (32" AFF)
B. Uniformity Ratio: Maximum to minimum of 3:1, average to minimum of 2:1
C. Fixture Application: Illumination for interior office suites should be provided with 2x2,
2x4, recessed downlights and linear fixtures as required to meet the design intent. No
less than two fixtures per private office and one light fixture near each exterior exit door
to provide 24-hour lighting, plus emergency and egress lighting per code.
D. Controls: Local code will drive the level of controls required. At a minimum,
nonnetworked occupancy controls should be provided where cost -feasible. Color, style,
manufacturer of controls, switches and faceplates to be approved by Prologis. All sensor
and control types shall be selected by the design professional. Care should be taken to
ensure the specific sensor matches the use of the space, occupancy type, spatial and
environmental factors, and local code.
•
2. Warehouse
A. Minimum Illumination: 25 FC average, 12 FC minimum (30" AFF).
B. Uniformity Ratio: Maximum to minimum of 3:1, average to minimum of 2:1.
C. Fixture Application: Illumination to be achieved with high -bay fixtures as required to
meet the design intent. Lighting design calculations shall be based on an open,
nonracked floor plan assuming fixtures are mounted at the building "Clear Height" (the
height above the warehouse floor at the bottom of the lowest roof beams/joists as
calculated just inside the first column line in from the dock wall). Regardless of this
theoretical mounting height, actual fixture installation shall be in accordance with the
detail below. When available, racking plans should be used to further refine the design
and achieve a quality, cost-efficient lighting outcome. Luminaires shall be installed per
the detail below with MC Cable whips containing #12 AWG conductors, 15' in length or
as allowed by code. If allowed locally, a building -wide modular wiring system (RELOC,
MWS, etc.) may be used.
D. Fixture Mounting: Fixtures shall be evenly spaced across the floor plan and hung 0-6"
above the bottom chord of the secondary roof framing members (above the Clear
Height) to maximize warehouse volume. Please refer to the fixture mounting detail
below. Fixtures cannot be attached to the roof deck without approval from Prologis and
the structural engineer. Lighting designer shall have the flexibility to shift perimeter light
rows up to 2' off of the typical spacing for the project to minimize dark corner
conditions.
ROOF
ASSEMBLY
FIXTURE ATTACHMENT AS APPROVED BY
PROLOGIS &STRUCTURAL ENGINEER
I,5i MCCABLE WHIP(OR AS
ALLOWED BY CODE) WRIT EXCESi"
NEATLY COILED AND SECURED
PRIMARY ROOF
FRAMING MEMBER.
SECONDARY ROOF
FRAMING MEMBER
MAINTAIN CLEARANCES
IN ACCORDANCE
WITH NEPA 13
E. Controls: Local code will drive the level of controls required. At a minimum, luminaires
should be provided with integral occupancy/daylight sensors for local, non -networked
control. A manual switch (operating lighting contactors) to turn on lighting in the first
bay (speed bay or staging bay) shall be provided in a location approved by Prologis in the
warehouse near the door from the office into the warehouse. For structures without
skylights, daylight sensors should only be provided on fixtures adjacent to dock doors or
other large openings. All sensor and control types shall be selected by the design
professional. Care should be taken to ensure the specific sensor matches the use of the
space, occupancy type, spatial and environmental factors, and local code.
3. Exterior
A. Minimum Illumination:
1. Trailer parking and truck courts: 0.5 FC average (at grade)
2. Auto parking: 1 FC average (at grade)
3. Main building entry and exits: 5 FC average (at grade)
4. Pedestrian walkways: 2 FC average (at grade)
5. General traffic circulation: 1 FC average (at grade)
B. Uniformity Ratio: Average to minimum of 4:1
C. Fixture Application: Exterior lighting projects shall comply with all applicable codes and
requirements. Illumination shall be provided first by wall packs, then by pole -mounted
luminaires as a last resort, to meet the design intent. Wall packs shall be provided at
exterior man doors and at truck dock areas. Pole lights shall be 30' and 40' tall in car and
truck traffic areas, respectively (or as required by local code), and shall not be installed
in traffic -exposed areas. Fixture selections should consider site-specific factors such as
backlight, uplight, and glare restrictions (collectivelyB.U.G.), ambient temperature,
susceptibility to corrosion, and presence of roosting birds.
D. Controls: Local code will drive the level of controls required. Exterior lighting shall, at a
minimum, be controlled by an astronomic time clock system located near the house
electrical panel. Time clock should include an override function so lighting can be forced
'on' during non -programmed hours to assist trouble shooting and replacement.
APPROVED MANUFACTURERS/PRODUCTS
The products in the table below are generally acceptable in terms of quality and performance. Egress
fixtures, including exit signage and bug eye fixtures, shall be LED type. All fixture selections must be
approved by Prologis and care should be taken to ensure selected fixtures meet the technical
specifications herein and project -specific requirements of the installation.
Office/Non-Warehouse
1. Acuity/Lithonia
GTL, 2FSL
2. Cooper Cruze
3. Cree ZR22, ZR24
4. Finelite HPR
5. Pinnacle ADEO LLHV
Warehouse
1. Acuity IBH
2: Cree CXB
3. Cooper HBLED
4. GE Albeo ABV1
5. Hubbell LVPL,
6. Philips FBX
Exterior
Sm Wall Packs (ped walkways, paths, entries)
1. Cooper Crosstour XTOR
2. Cree XSP, Edge
Med/Lg Wall Packs (general, auto, truck cts)
1. Acuity D -Series, Sizes 1 & 2
2. Cooper Crosstour XTOR
3. Cooper Galleon LED
4. Cree Edge/Edge High Output
5. Lithonia CSX1
Pole -mounted Fixtures
1. Acuity D -Series, Sizes 1 & 2
2. Cooper Galleon
3. Cree Edge/Edge High Output
4. Lithonia CSX1
RETROFIT NOTES: Apply to retrofit lighting projects in addition to the other requirements herein.
1. Contractor has design build responsibility to deliver a fully -functioning, code -compliant lighting
system as required by these specifications.
2. Proposals must include completed bid form(s), photometric drawing(s) with fixture counts and
adequate information to verify specification compliance, full manufacturer part numbers and
annotated submittal sheets. In proposing solutions, contractors must consider both cost and
ultimate lighting quality based on existing conditions, specifically including an assessment and
recommendation to Prologis whether the best solution will be a 1:1 fixture replacement or
reconfiguring and/or re -wiring all or part of the existing Infrastructure.
3. Match currently installed electrical infrastructure and upgrade to meet local code if required.
Coordinate light color temperature to ensure continuity with existing, non -retrofit lighting types.
Relevant switching/control devices should be verified as LED -compatible or replaced:
4. Tubular or other replacement bulb LED solutions are generally not acceptable.
5. Retrofit contractor shall field verify existing conditions, including obstructions and conflicts with
lighting components and other building features (e.g. overhead doors or sprinkler components)
and to resolve all items per code and Prologis requirements within the retrofit scope.
6. Excess or abandoned conduit should be removed, as should spare circuits from raceways back to
main junction boxes (cap with wire nuts and electrical tape, coil and label as spare with circuit
number identified). Breakers serving such circuits shall be labeled spare on the panel schedule.
7. Select exterior fixtures that directly replace existing fixtures while maintaining adequate
illumination. Any drilling, cutting or exterior conduit must be specifically approved by Prologis.
8. NM cable (Romex) is not allowed. If encountered, it should be replaced with another code
compliant cable/raceway system. Details should be provided to Prologis for approval.
9. Contractor shall provide representative surveys (certified by an engineer) before and after the
retrofit project to document performance improvement and specification compliance.
10. Luminaire components including fluorescent lamps, HID bulbs, and ballasts may contain toxic
materials and should be disposed of or recycled in accordance with local, state and national
regulations. Recyclable items (e.g. metals) should be recycled whenever possible.
11. Contractor shall fully manage, submit, and track all aspects of any applicable lighting rebate and
incentive programs as incentive administrator on behalf of Prologis.
Matt Singleton VP,
AUTHORS Global Energy &
Matt Sims Construction Manager, Development
Energy rnsims@prologis.com msingleton@prologis.c
+1 (510) 6614012 om +1 (206) 414 7606
RECEIVED
CITY OF TUKWILA,
NOV 152017
PERMIT CENTER
JACKSON 1 MAIN
ARCHITECTURE
311 FIRST AVENUE SOUTH
SEATTLE, WA 98104
t 206.324.4800
WWW.JACKSONMAI N.COM
REGISTERED
ARCHITECT
P RCICH
ATE o WASHINGTON
El - 9 - n
Jackson 1 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 1 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 1 Main Architecture,
P.S. All common law rights of copyright are
hereby specifically reserved.
Print Record
09/14/2017
FOR OWNER REVIEW
11/09/2017
BLDG. CORRECTIONS
Revision Record
1
11/09/2017
BLDG. CORRECTIONS
BUILDING PHONE
ROOM
UPLAND DISTRIBUTION CENTER
1121 ANDOVER PARK WEST
TUKWILA , WASHINGTON 98188
1.1111111111=1=1,14111111411111. I, IS fill PP 111111
CODE COMPLIANCE
APPROVED
NOV 3 0 2017
City of Tukwila
BUILDING DIVISION
PROLOGIS®
12720 Gateway DR
Suite 110
Tukwila, WA 98168
Telephone: 206.414.7600
Facsimile: 206.414.7601
Date
1110912017
Project No.
17008.06
Sheet Title
PROLOGIS LIGHTING
STANDARDS
Sheet
No.
A1.03
❑ Released for Construction
• Not Released for Construction