HomeMy WebLinkAboutPermit D16-0260 - WESTERN FOODS - TENANT IMPROVEMENTWESTERN FOODS
641 INDUSTRY DR
Dl 6=0260
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.Rov
DEVELOPMENT PERMIT
Parcel No: 2523049008
Address: 641 INDUSTRY DR
Project Name: WESTERN FOODS
Owner:
Name:
NCWP ANDOVER EXECUTIVE PARK
Address:
810 NW MARSHALLS ST #300,
PORTLAND, WA, 97209
Contact Person:
Name:
JULIE GLENN
Address:
1326 FIFTH AVE SUITE 400, SEATTLE,
WA, 98101
Contractor:
Name:
D P INC GENERAL CONTRACTORS
Address:
19936 BALLINGER WAY NE, LAKE
FOREST PARK, WA, 98155
License No:
DPINCGCO66BU
Lender:
Permit Number: D16-0260
Issue Date: 12/19/2016
Permit Expires On: 6/17/2017
Phone: (206) 342-0116
Phone: (206) 361-2989
Expiration Date: 1/31/2018
Name: SKANLAN KEMERBARD
Address: 617 INDUSTRY DR, TUKWILA, WA,
98188
DESCRIPTION OF WORK:
NON STRUCTURAL INTERIOR TENANT IMPROVEMENT INCLUDES NON STRUCTURAL DEMO, NEW PARTITIONS,
CASEWORK, DOORS AND FRAMES AND FNIISHES.
Public Works ACTIVITY INCLUDES INSTALLATION OF DOMESTIC WATER REDUCED PRESSURE PRINCIPLE ASSEMBLY
(RPPA) OUTSIDE THE BUILDING FOR PREMISE ISOLATION.
Project Valuation: $203,500.00 Fees Collected: $4,448.60
Type of Fire Protection: Sprinklers: YES
Fire Alarm: YES
Type of Construction: VB Occupancy per IBC: B
Electrical Service Provided by: TUKWILA Water District: TUKWILA
Sewer District: TUKWILA
ICurrent Codes adopted by the City of Tukwila: I
International Building Code Edition:
International Residential Code Edition:
International Mechanical Code Edition
Uniform Plumbing Code Edition:
International Fuel Gas Code:
Public Works Activities:
Channelization/Striping:
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:
2015 National Electrical Code: 2014
2015 WA Cities Electrical Code: 2014
2015 WAC 296-46B: 2014
2015 WA State Energy Code: 2015
2015
Volumes: Cut: 0 Fill: 0
Number: 0
Water Meter: No
Permit Center Authorized Signature: Date:
I hearby certify that I have read and examined this permit and know the same to be true and correct. All
provisions of law and ordinances governing this work will be complied with, whether specified herein or not.
The granting of this permit does not presume to give authority to violate or cancel the provisions of any other
state or local laws regulating construction or the performance of work. I am authorized to sign and obtain this
development �per�mitand,�re to, the onclitions attached to this permit.
Signature: Date: 1C.
PrintName: -Trzy V�:- OV15L Pr (AJC.
f
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:
The total number of fire extinguishers required for a light hazard occupancy with Class A fire hazards is
calculated at one extinguisher for each 3,000 sq. ft. of area. The extinguisher(s) should be of the "all
purpose" (2A, 10 B:C) dry chemical type. The travel distance to any extinguisher must be 75' or less. (IFC
906.3) (NFPA 10, 5.4)
The total number of fire extinguishers required for an ordinary hazard occupancy with Class A fire hazards is
calculated at one extinguisher for each 1,500 sq. ft. of area. The extinguisher(s) should be of the "All
Purpose" (3A, 40B:C) dry chemical type. Travel distance to any fire extinguisher must be 75' or less. (IFC
906.3) (NFPA 10, 5.4)
1: Portable fire extinguishers, not housed in cabinets, shall be installed on the hangers or brackets supplied.
Hangers or brackets shall be securely anchored to the mounting surface in accordance with the
manufacturer's installation instructions. Portable fire extinguishers having a gross weight not exceeding 40
pounds (18 kg) shall be installed so that its top is not more than 5 feet (1524 mm) above the floor. Hand-
held portable fire extinguishers having a gross weight exceeding 40 pounds (18 kg) shall be installed so that
its top is not more than 3.5 feet (1067 mm) above the floor. The clearance between the floor and the
bottom of the installed hand-held extinguishers shall not be less than 4 inches (102 mm). (IFC 906.7 and IFC
906-9)
2: Extinguishers shall be located in conspicuous locations where they will be readily accessible and
immediately available for use. These locations shall be along normal paths of travel, unless the fire code
official determines that the hazard posed indicates the need for placement away from normal paths of
travel. (IFC 906.5)
3: Fire extinguishers require monthly and yearly inspections. They must have a tag or label securely attached
that indicates the month and year that the inspection was performed and shall identify the company or
person performing the service. Every six years stored pressure extinguishers shall be emptied and
subjected to the applicable recharge procedures. If the required monthly and yearly inspections of the fire
extinguisher(s) are not accomplished or the inspection tag is not completed, a reputable fire extinguisher
service company will be required to conduct these required surveys. (NFPA 10, 7.2, 7.3)
6: Maintain fire extinguisher coverage throughout.
7: Egress doors shall be readily openable from the egress side without the use of a key or special knowledge
or effort. (IFC 1008.1.8.3 subsection 2.2)
8: Dead bolts are not allowed on auxiliary exit doors unless the dead bolt is automatically retracted when the
door handle is engaged from inside the tenant space. (IFC Chapter 10)
9: Exit hardware and marking shall meet the requirements of the International Fire Code, (IFC Chapter 10)
10: Door handles, pulls, latches, locks and other operating devices on doors required to be accessible by
Chapter 11 of the International Building Code shall not require tight grasping, tight pinching or twisting of
the wrist to operate. (IFC 1008.1.9.1)
11: Exits and exit access doors shall be marked by an approved exit sign readily visible from any direction of
egress travel. Access to exits shall be marked by readily visible exit signs in cases where the exit or,the path
of egress travel is not immediately visible to the occupants. Exit sign placement shall be such that no point
in an exit access corridor is more than 100 feet (30,480 mm) or the listed viewing distance for the sign,
whichever is less, from the nearest visible exit sign. (IFC 1011.1)
12: Every exit sign and directional exit sign shall have plainly legible letters not less than 6 inches (152 mm) high
with the principal strokes of the letters not less than 0.75 inch (19.1 mm) wide. The word "EXIT" shall have
letters having a width not less than 2 inches (51 mm) wide except the letter "I", and the minimum spacing
between letters shall not be less than 0.375 inch (9.5 mm). Signs larger than the minimum established in
section 1011.5.1 of the International Fire Code shall have letter widths, strokes and spacing in proportion to
their height. The word "EXIT" shall be in high contrast with the background and shall be clearly discernible
when the exit sign illumination means is or is not energized. If an arrow is provided as part of the exit sign,
the construction shall be such that the arrow direction cannot be readily changed. (lFC 1011.6)
13: Aisles and aisle access ways serving as a portion of the exit access in the means of egress system shall
comply with the requirements of this section. Aisles or aisle access ways shall be provided from all
occupied portions of the exit access which contain seats, tables, furnishings, displays and similar fixtures or
equipment. The required width of aisles shall be unobstructed. (IFC 1017.1)
14: Exit signs shall be illuminated at all times. To ensure continued illumination for a duration of not less than
90 minutes in case of primary power loss, the sign illumination means shall be connected to an emergency
power system provided from storage batteries, unit equipment or on-site generator. (IFC 1011.6.3)
15: Emergency lighting facilities shall be arranged to provide initial illumination that is at least an average of 1
foot-candle (11 lux) and a minimum at any point of 0.1 foot-candle (1 lux) measured along the path of
egress at floor level. Illumination levels shall be permitted to decline to 0.6 foot-candle (6 lux) average and
a minimum at any point of 0.06 foot-candle (0.6 lux) at the end of the emergency lighting time duration. A
maximum-to-minimurn illumination u-iiformity ratio of 40 to 1 shall not be exceeded. (IFC 1006.3.1)
19: 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)
17: Sprinklers shall be installed under fixed obstructions over 4 feet (1.2 m) wide. (NFPA 13-8.6.5.3.3)
16: 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).
20: A fire alarm system is required for this project. The fire alarm system shall meet the requirements of
N.F.P.A. 72 and City Ordinance #2437.
21: Maintain square foot coverage of detectors per manufacturer's specifications in all areas including: closets,
elevator shafts, top of stairwells, etc. (NFPA 72-17.5.3.1)
23: Maintain automatic fire detector coverage per N.F.P.A. 72. Addition/relocation of walls, closets or
partitions may require relocating and/or adding automatic fire detectors.
24: Maintain fire alarm system audible/visual notification. Addition/relocation of walls or partitions may
require relocation and/or addition of audible/visual notification devices. (City Ordinance #2437)
22: All new fire alarm systems or modifications to existing systems shall have the written approval of The
Tukwila Fire Prevention Bureau. No work shall commence until a fire department permit has been
obtained. (City Ordinance #2437) (IFC 901.2)
25: An electrical permit from the City of Tukwila Building Department Permit Center (206-431-3670) is required
for this project.
26: All electrical work and equipment shall conform strictly to the standards of the National Electrical Code.
(N F PA 70)
27: The maximum flame spread class of finish materials used on interior walls and ceilings shall not exceed that
set forth in Table No. 803.9 of the International Building Code.
28: New and existing buildings shall have approved address numbers, building numbers or approved building
identification placed in a position that is plainly legible and visible from the street or road fronting the
property. These numbers shall contrast with their background. Address numbers shall be Arabic numbers
or alphabet letters. Numbers shall be a minimum of 4 inches (102mm) high with a minimum stroke width
of 0.5 inch (12.7mm). (IFC 505.1)
18: Contact The Tukwila Fire Prevention Bureau to witness all required inspections and tests. (City Ordinances
#2436 and #2437)
29: Any overlooked hazardous condition and/or violation of the adopted Fire or Building Codes does not imply
approval of such condition or violation.
30: These plans were reviewed by Inspector 511. If you have any questions, please call Tukwila Fire Prevention
Bureau at (206)575-4407.
31: `BUILDING PERMIT CONDITIONS'
32: Work shall be installed in accordance with the approved construction documents, and any changes made
during construction that are not in accordance with the approved construction documents shall be
resubmitted for approval.
33: 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.
34: New suspended ceiling grid and light fixture installations shall meet the seismic design requirements for
nonstructural components. ASCE 7, Chapter 13.
35: Partition walls shall not be tied to a suspended ceiling grid. All partitions greater than 6 feet in height shall
be laterially braced to the building structure. Such bracing shall be independent of any ceiling splay
bracing.
36: All construction shall be done in conformance with the Washington State Building Code and the
Washington State Energy Code.
37: All food preparation establishments must have Seattle/King County Department of Public Health sign -off
prior to opening or doing any food processing. Arrangements for final Health Department inspection shall
be made by calling Seattle/King County Department of Public Health, (1-800-325-6165 ext 9-566), at least
three working days prior to desired inspection date. On work requiring Health Department approval, it is
the contractor's responsibility to have a set of plans approved by the agency on the job site.
38: 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.
39: There shall be no occupancy of a building until final inspection has been completed and approved by
Tukwila building inspector. No exception,
40: Remove all demolition rubble and loose miscellaneous material from lot or parcel of ground, properly cap
the sanitary sewer connections, and properly fill or otherwise protect all basements, cellars, septic tanks,
wells, and other excavations. Final inspection approval will be determined by the building inspector based
on satisfactory completion of this requirement.
41: Every occupied space other than enclosed parking garages and buildings used for repair of automobiles
shall be ventilated in accordance with the applicable provisions of the International Mechanical Code.
42: 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).
43: All electrical work shall be inspected and approved under a separate permit issued by the City of Tukwila
Permit Center.
44: 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.
45: All mechanical work'shall be inspected and approved under a separate permit issued by the City of Tukwila
Permit Center (206/431-3670).
46: ***PUBLIC WORKS PERMIT CONDITIONS'
47: Call to schedule mandatory pre -construction meeting with Dave Stuckle, Public Works Inspector, (206) 433-
0179.
48: The applicant or contractor must notify the Public Works Inspector at (206) 433-0179 upon commencement
and completion of work at least 24 hours in advance. All inspection requests for utility work must also be
made 24 hours in advance.
49: Prior to construction, all utilities in the vicinity shall be field located. NOTE: For City of Tukwila utility
locates, call 811 or 1-800-424-5555.
50: Permit is valid between the weekday hours of 7:00 a.m. and 5:00 p.m. only. Coordinate with the Public
Works Inspector for any work after 5:00 p.m. and weekends.
51: No work under this permit during weekend hours without prior approval by Public Works. Coordinate with
the Public Works Inspector.
52: Work affecting traffic flows shall be closely coordinated with the Public Works Inspector. Traffic Control
Plans shall be submitted to the Inspector for prior approval.
53: Flagging, signing and coning shall be in accordance with MUTCD for Traffic Control. Contractor shall
provide certified flagmen for traffic control. Sweep or otherwise clean streets to the satisfaction of Public
Works each night around hauling route (No flushing allowed). Notify Public Works Inspector before 12:00
Noon on Friday preceding any weekend work.
54: Any material spilled onto any street shall be cleaned up immediately.
55: Clean and remove debris from City catch basin in and around your work zone. Provide adequate temporary
access as not to interfere with other vehicle movement or cause trucks to travel over curbs. All vehicles
must make a complete stop prior to entering public right-of-way.
56: Temporary erosion control measures shall be implemented as the first order of business to prevent
sedimentation off-site or into existing drainage facilities.
57: The RPPA shall be installed per manufacturer's specifications inside a Hotbox/Rock or equal freeze
protection enclosure anchored into a minimum 4" thick concrete pad.
58: Prior to final Public Works inspection the RPPA shall be tested by a certified tester and copy of passing
backflow test report shall be submitted to the Public Works Project Inspector.
Thereafter the RPPA shall be tested annually at owner's expense and backflow test reports submitted to
City of Tukwila Water Dept., 600 Minkler Blvd, Tukwila, WA 98188,
phone 206 433-1860, fax 206 575-3404.
PERMIT INSPECTIONS REQUIRED
Permit Inspection Line: (206) 438-9350
5190 BACKFLOW - WATER
1700
BUILDING FINAL"
0611
EMERGENCY LIGHTING
5200
EROSION MEASURES
1400
FIRE FINAL
0409
FRAMING
0606
GLAZING
LATH & GYPSUM
1600 PUBLIC WORKS FINAL
5160 PUBLIC WORKS PRE -CON
0406 SUSPENDED CEILING
CITY OF TUKWILA
Community Development Department
Public Works Department
Permit Center
6300 Southcenter Blvd., Suite 100
Tukwila, WA 98188
http://www.TukwilaWA.gov
Building Permit No.
Project No. I
Date Application Accepted:
Date Application Expires: All
(For oJfice 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.:—D29e?21A0 — 0010
Site Address: U41 IRDUST94 Suite Number: taA I Floor: I
Tenant Name: JNfO�" FMQ�a — New Tenant: ..... Yes El..No
CONTACT PERSON — person receiving all project
communication
Name: 3%4AE CIVOW
Address: Inp virm pm, UXAUD
City: WANA1,*, State: VV N Zip- 41W t
Phone%zoW . m Fax.
DRY
[Email: ktkta (0 IVAN�S 9MM
V U 0 1 -
GENERAL CONTRACTOR INFORMATION
Company Name:
Address:
City: State: Zip:
Phone: Fax:
Contr Reg No.. Exp Date:
Tukwila Business License No.:
H:\Applications\Foi�t%.Applications On Linc\2011 ApplicationsTurnit Application Revised - 8-9-1 l.docx
Revised: AttgustMll
bit
ARCHITECT OF RECORD
Company Name:
ArchitectNarne.
Address: J�no Sin Mr-, 02k&nC44DU
City: State! Zip
,%Ao"A/e . *,% Lo k
Phone: ,,, 2 -
Fax
Email: randum @ loyansonw. con
ENGINEER OF RECORD
Company Name:
Engineer Name:
Address:
City: State: Zip:
Phone: Fax:
LENDER/BOND ISSUED (required for projects $5,000 or
greater per RCW 19.27.095)
Name: 4Va)Vkh�
Address: koil kNvvl�" IDNVF-
City: -MVW I UP', State: W N Zip:
Page I of4
BUILDING PERMIT INFORMATION — 206-431-3670
Valuation of Project (contractor's bid price): $ -100 , 000 Existing Building Valuation:
Describe the scope of work (please provide detailed information):
V�_C-�Uf — — -
t,_L, 10 -T-NW\
- (�,
JJF_W t�)0:5�
Will there be new rack storage? ..... Yes No If yes, a separate permit and plan submittal will be required.
LP
IProvide 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:
Will there be a change in use?
Standard:
El ....... Yes ....... No
Compact: Handicap:
If "yes", explain:
FIRE PROTECTION/HAZARDOUS MATERIALS:
N....... Sprinklers [� ....... Automatic Fire Alarm El ....... None E] ....... Other (specify)
Will there be storage or use of flammable, combustible or hazardous materials in the building? El ....... Yes ....... No
If "yes, attach list of inaterials and storage locations on a separate 8-112 " x I I "paper including quantities and Material Safety bata Sheets.
SEPTIC SYSTEM
....... On-site Septic System — For on-site septic system, provide 2 copies of a current septic design approved by King County Health
Department.
H:\Application.�\Fom�-Applications On Linc\2011 ApplicationsTemit Application Rcviscd - 8.9.1 l.docx
Revised: August 2011 Page 2 of4
bli
Existing
Interior Remodel
Addition to
Existing
Structure
New
Type of
Construction per
IBC
Type of
Occupancy per
IBC
I" Floor
14)
V
2'd Floor
3rd Floor
Floors thru
Basement
Accessory Structure*
Attached Garage
Detached Garage
Attached Carport
Detached Carport
Covered Deck
Uncovered Deck
PLANNING DIVISION:
Single family building footprint (area of the foundation of all structures, plus any decks over 18 inches and overhangs greater than 18 inches)
*For an Accessory dwelling, provide the following:
Lot Area (sq ft): Floor area of principal dwelling: Floor area of accessory dwelling:
*Provide documentation that shows that the principal owner lives in one of the dwellings as his or her primary residence.
Number of Parking Stalls Provided:
Will there be a change in use?
Standard:
El ....... Yes ....... No
Compact: Handicap:
If "yes", explain:
FIRE PROTECTION/HAZARDOUS MATERIALS:
N....... Sprinklers [� ....... Automatic Fire Alarm El ....... None E] ....... Other (specify)
Will there be storage or use of flammable, combustible or hazardous materials in the building? El ....... Yes ....... No
If "yes, attach list of inaterials and storage locations on a separate 8-112 " x I I "paper including quantities and Material Safety bata Sheets.
SEPTIC SYSTEM
....... On-site Septic System — For on-site septic system, provide 2 copies of a current septic design approved by King County Health
Department.
H:\Application.�\Fom�-Applications On Linc\2011 ApplicationsTemit Application Rcviscd - 8.9.1 l.docx
Revised: August 2011 Page 2 of4
bli
�M
PUBLIC WORKS PERMIT INFORMATION — 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
TU .. Tukwila E] ... Water District #125 E] Highline El.. Renton
F1 ... Water Availability Provided
Sewer District
.. Tukwila [:]...Valley View Renton E] .. Seattle
... Sewer Use Certificate n ... Sewer Availability Provided
Septic System:
F] 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 Avulication (mark boxes which am
F� ... Civil Plans (Maximum Paper Size - 2211 x 3411)
F-1 ... Technical Information Report (Storm Drainage) E] Geotechnical Report Ej ... Traffic Impact Analysis
F1 ... Bond Insurance Easement(s) Maintenance Agreement(s) E] ... Hold Harmless - (SAO)
E] ... Hold Harmless - (ROW)
Proposed Activities (mark boxes that apply):
El ... Right-of-way Use - Nonprofit for less than 72 hours El Right-of-way Use - Profit for less than 72 hours
F-1 ... Right-of-way Use - No Disturbance Right-of-way Use - Potential Disturbance
F� ... Construction/Excavation/Fill - Right-of-way
Non Right-of-way r_1
F1 ... Total Cut cubic yards
F1 ... Total Fill cubic yards
E] ... Sanitary Side Sewer
... Cap or Remove Utilities
... Frontage Improvements
... Traffic Control
... Backflow Prevention - Fire Protection
Irrigation _
Domestic Water
F� .. Work in Flood Zone
E] .. Storm Drainage
El.. Abandon Septic Tank
0 Curb Cut
El Pavement Cut
El Looped Fire Line
El Grease Interceptor
El Channelization
E] Trench Excavation
E] Utility Undergrounding
... Permanent Water Meter Size... WO #
... Temporary Water Meter Size.. WO #
... Water Only Meter Size ............ WO # ... Deduct Water Meter Size
E] ... Sewer Main Extension ............. Public El Private El
M ... Water Main Extension ............. Public E] Private n
FINANCE INFORMATION
Fire Line Size at Property Line
F� ... Water El ... Sewer
Monthly Service Billina to:
Mailing
Water Meter Refund/Billing:
Mailing Address:
Number of Public Fire Hydrant(s)
El ... Sewage Treatment
H:\Appli�tion.s\Formi-Applicatiomq On Line\2011 ApplicationsTermit Application Revised - 8-9-1 Ldocx
Revised: August 2011
bl,
Day Telephone:
City
Day Telephone:
city
State Zip
State Zip
Page 3 of 4
PERMIT APPLICATION NOTES — I
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.
BUTLDING
Signature:
AGENT:
Date: " I 'W � w
Print Name: "61AUs ('-')LF'N0 Day Telephone: 1A)V - ?YA1 - 011V
MailingAddress: Ins 6:�N kue surrytApp SCAMS, WN 416 11) k
City State Zip
H;\Application.s\Forms-Applications On Linc\2011 ApplictuionsTermit Application Revised -8-9-11.docx
Revised: August 2011 Page 4 of 4
bh
DESCRIPTIONS
PermitTRAK
ACCOUNT
QUANTITY
PAID
$2,913.56
D16-0260 Address: 641 INDUSTRY DR
Apn:2523049008
$2,913.56
DEVELOPMENT
$2,366.10
PERMIT FEE
ROOO.322.100.00.00
0.00
$2,361.60
WASHINGTON STATE SURCHARGE
B640.237.114
0.00
$4.50
PUBLICWORKS
$425.00
BASE APPLICATION FEE
ROOO.322.100.00.00
0.00
$250.00
PERMIT ISSUANCE/INSPECTION FEE
ROOO.342.400.00.00
0.00
$87.50
CONSTRUCTION PLAN REVIEW
ROOO.345.830.00.00
0.00
$87.50
TECHNOLOGY FEE
$122.46
TECHNOLOGY FEE
TOTAL FEES PAID BY RECEIPT: R10063
ROOO.322.900.04.00
0.00
$122.46
$2,913.56
Date Paid: Monday, December 19, 2016
Paid By: D P INC GENERAL CONTRACTORS
Pay Method: CHECK 4079
Printed: Monday, December 19, 2016 11:19 AM lofl Cp- WYSTM,
AWK -*ft"
Date Paid: Wednesday, September 21, 2016
Paid By: BURGESS DESIGN
Pay Method: CHECK 014606
Printed: Wednesday, September 21, 2016 8:39 1 of 1
AM
INSPE,
Retain a
I N 5 1`14efl'O N N 0.
NI -P
MON RECORD. -62&)o
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
Priject:
T f Inspection:
voe o
'F30 I av)j
Address:
4�q 1 WbC�wv b<
Date Called:
Special Instructions:
Date Wanted a.m.
21z) 7
Phone No:
OApproved per applicable codes. E] Corrections required prior to approval.
COMMENTS:
Inspector: Date:
I In h
F1 REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be
paid at 6300 Southcenter Blvd., Suite 100. Catt to schedule reinspection.
INSPECTION RECORD
INSPECTION NO. Retain a copy I with permit C
CITY OF TUKWILA BUILDING DIVISION
6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670
Permit Inspection RequEft Line (206) 438-9350
Project:
vi
Type of Inspec.4'an:
Address: q goj5 T -r-4
Date Called:
—?�Mm—'
Special Instructions:
Date Wanted:
p. MT2.
Requester:
Phone No:
M
UU Approved per applicable codes. El Corrections required prior to approval.
paid at 6300 Southcenter Blvd., Suite 100. Catl. to schedule reinspection.
INSPECTION RECORD.
Retain a copy with pe, t
INSPECTION NO. PERMIT NO.
CITY OF TUKWILA BU ILDING DIVISION
6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670
Permit Inspection Request Line (206) 438-9350
Project:
wallwv 6;�
Type of Inspection:
J& -
I
Address:
Date Called:
Special instructions:
Date Wante
q 17 p.m.
Z/
lRequester/
Phone No:
EJApproved per applicable codes. VM Corrections required prior to approval.
141
nspector.
11
F-1 REINSPECTION FEE REQUIRED. Prior to next inspeZtion. fee must be
paid at 6300 Southcenter Blvd., Suite 100. Call to schedute reinspection.
-.elk
INSPECTION RECORD
Retain a copy with permit �X-02Zt
INSPenION NO. PERMIT NO.
CITY OF TUKWILA BUILDING DIVISION
6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670
Permit Inspection Request Line (206) 438-9350
Pr ect:
OiLhmna
Ty—pe of Inspection:
6WJ^ft,
Address:
I�Lj / ) 6Lbiz)- �-73-
Date Called:
Special Instructions:
Date Wanted: a.m.
p.m.
Requester:
Phone No:
REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be
paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection.
INSPECTION RECORD
Retain a copy with permit
INSPECTION NO. 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: Type ot inspection:
AA�-IVRIY fboD 67j)-SA6No0X9
Address: Date Called:
6511 1AID115W PR(
Special Instructions: Date Wanted: Q. —M.'
5-;7-8-17 p.m.
Requester:
tKITCH
Phone No:
KApproved per applicable codes. Corrections required prior to approval.
I nx– -5115110491PAO I
Inspector: Date: 3-;2-8 -J7
ZZ2
F-1 REINSPECTION FEE REQUIRED. Prior to next inspection. fee must be
paid at 6300 Southcenter Blvd., Suite 100. Call. to schedule reinspection.
INSPECTION RECORD �F
Retain a copy with permit
INSPECTION NO. 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:
It,�45-7XR'1V /i)W
T—ype of inspection:
//�-77� - 6Y P,5VAI
Address:
Date Called:
611 141OP-57R1,4R,
Special Instructions:
Date Wanted:
-z7-1-7
I p.m.
Requester:
I'M I I -e— d
Phone No:
266.4
Approved per applicable codes. Corrections required prior to approval.
COMMENTS:
OWL
rpector: I Date* J h7
F-1 REINSPECTION FEE REQUIRED. Prior to next insp6ction, fee must be
paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection.
INSPECTION RECORD.
Retain a copy with permit
INSPT-CTION NO. PERMIT NO.
CITY OF TUKWILA BUILDING DIVISION
6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670
Permit Inspection Request Line (206) 438-9350
ProZ'Zect:
a 17ZW
TypSaLlnspection:
I AJ(
Address:
14q / /
Date Called:
Special Instructions:
Date WanteA:
/ I/ / / 7 p.m.
lKequestem
Phone No:
54Approved per applicable codes. Corrections required prior to approval.
L --j - 1:1
I . .
paid at 6300 Southcenter Blvd., Suite 100. Cali to schedule reinspection.
INSPECTION RECORD
Re6in a copy withpermit
INSPECTION NUMBER PERMIT NUMBERS
CITY OF TUKWILA FIRE DEPARTMENT
206-575-4407
Project:
tA/C,57—t79/,-J
Type of -Inspection
F14,
Address:
Suite #:
Conta t , P rsop:
c/0
Special Instructions:
Phone No.:
�KApproved per applicable codes. 1-1 Corrections required prior to approval.
COMMENTS:
Sprinklers:
Fire Alarm: Aj LAJ pVL On ( 7-0 VZ—
Awr4--cVe—b
Monitor: C-;
Pre -Fire:
Permits:
Occupancy Type
tq--D D
plolbc
(Ot-b
sra-66?r e��A) grzL-
��Aofi--6-IL-ji
�9t-rj61rj&? E cvle;�5s &167.
L)NT ( L— 6-e-T7C,\3
Needs Shift Inspection: V t >
Sprinklers:
Fire Alarm: Aj LAJ pVL On ( 7-0 VZ—
Hood & Duct:'
Monitor: C-;
Pre -Fire:
Permits:
Occupancy Type
Inspector: f-07 ') 4-- 1 Date: 14 L -z I I / :7— 1 H rs.: .1 1
[—] $100.00 REINSPECTION FEE REQUIRED. You will receive an invoice from
the City of Tukwila Finance Department. Call to schedule a reinspection.
isming Aouress
Attn: Company Name:
Address:
City: State: zip:
Word/Inspection Record Form.Doc 3/14/14 T.F.D. Form F.P. 113
INSPECTION RECORD
Retain a copy wMth permit
INSPECTION NUMBER
U
/V1 Ft:: 0 �0211
PERMIT NUMBERS
CITY OF TUKWILA FIRE DEPARTMENT
206-575-4407
Project:
Type of Inspection:
Address:
Suite #:
Contact Person:
11,17(16-6
Special Instructions:
Phone No.:
% -)
Approved per applicable codes. %AC4rTrt1Q= qUired prior to approval.
COMMENTS:
Sprinklers: A/ LI)
-
..........................
....... . .......... . .....
Hood & Duct C7
y
Monitor:
Pre -Fire:
r/ 4,E Te e-77CPJ 06-V 6
OccupancyType:
7Ht?-U FAR0
15 P-t-62U(12-tTV)
.........
2 ft-r� a e /z, 6 -
Needs Shift Inspection:
Sprinklers: A/ LI)
-
Fire Alarm: IJW /00�,A i 7-o
Hood & Duct C7
y
Monitor:
Pre -Fire:
Permits:
OccupancyType:
Inspecto r: Date: H rs.:
F] $100.00 REINSPECTION FEE REQUIRED. You will receive an invoice from
the City of Tukwila Finance Department. Call to schedule a reinspection.
milling AGaress
Attn: Company Name:
Address:
City: state: zip:
Word/Inspection Record Form.Doc 3/14/14 T.F.D. Form F.P. 113
2015 Washinaton State Enerav Code Comoliance Forms for Commercial Buildinqs includinq R2, R3, R4 over 3 stories and all R1 RevjaCd.Am&st 2016
Project Info
Project Title: 1 - This title will copy onto other forms 20
r ir-NNEDOOK _ 6
Compliance
Applicant Information. Provide contact information for individual who can 7F r'AIAMftq"K;t
to inquiries about compliance form information U%J
forms do not
respond provided. 4
ipn
require a
password to
Company Name: Western Foods APPRO"J --
use.
Instructional and
Company Address: 641 Industry Drive, Tukwila WA
4oV 2 2 2016
calculating cells
Applicant Name: Julie Glenn/Burgess Design
are write -
protected.
Applicant Phone: 206.342.0116
Applicant Email: julieg@burgesspnw.com ritv Of -rukwila
Project Description
Eit) I L D I IN G. Z 5 =1u 1
E] New Building E] Addition Alt raebJILDIN
Include PROJ-SUM form (included in envelope forms wo�r boo I ighting comptliance forms.
Building Additions
Compliance Method Interior lighting Exterior lighting
Lighting systems in addition area comply with all applicable
provisions as a stand alone new construction project
Refer to Section C502.2.6 for additional
requirements.
Lighting systems in addition are combined with existing
building lighting systems to demonstrate compliance
Sr"111110
Addition is combined with existing:
L
For interior lighting projects, include new + existing interior lighting fixture wattage in Proposed Lighting
"A
Wattage table in L TG -INT -BLD or L TG -INT -SPA CE form.
For exterior lighting projects, include new + existing exterior lighting fixture wattage in Proposed
Tradable and Proposed Non- Tradable Lighting Wattage tables in LTG -EXT form.
Interior and Exterior
Lighting Power Interior lighting Parking garage Exterior lighting
Lighting Alterations
50% or more of existing are replaced E] 1:1
Select all Lighting Power and Lighting
Control elements that apply to the scope
Less than 50% of existing are replaced El 1:1
of the retrofit project. If project includes a
combination of spaces where less than
Lamp and/or ballast replacement only
50% of the existing fixtures are replaced
— existing total wattage not increased
in some spaces, and 50% or more of the
50% or more replaced - Total lighting power of new + existing -to -remain fixtures shall comply with total
fixtures are replaced in others, then
LPA per Sections C405.4.2 and C405.5.2. Include new + existing -to -remain fixtures in Proposed
provide separate lighting power
Lighting Wattage table in L TG -INT -BLD, L TG -INT -SPA CE or L TG -EXT form.
compliance forms for the two retrofit
conditions. Spaces undergoing the same
Less than 50% replaced - Total lighting power of new + existing -to -remain fixtures shall not exceed the
type of retrofit may be combined into one
total lighting power prior to alteration. Include new+ existing -to -remain fixtures in the Proposed
lighting power compliance form.
Lighting Wattage table in LTG -INT -BLD, LTG -INT -SPACE or L TG -EXT form.
50% threshold applies to number of luminaires for interior spaces and parking garages, and total
Refer to Section C503.6 for additional
installed wattage for exterior luminaires.
requirements.
Lighting Controls Interior lighting Parking garage Exterior lighting
All alteration lighting controls shall be
New wiring installed to serve added
commissioned per C408.3.
fixtures and/or fixtures relocated to new
circuit(s)
RECEIVED
New or moved lighting panel
ITY OF TUKWILA
Interior is
space reconfigured -
luminaires unchanged or relocated
OCT 24 2016
New wiring or circuit - For interior lighting, provide required manual controls per C405.2.3, occupancy
sensor controls per C405.2. 1, daylight responsive controls per C405.2.4 and application specific lighting
,F,�Jo,chanjqes are being made to
PV_
controls per C405.2.5. For exterior lighting, provide required controls per C405.2.7.
New or moved panel - Provide all applicable lighting controls as noted for New Wiring and automatic
fighting
E
Sys s anVexYMP:�ace
time switch controls per C405.2.2.
uses and configuration are not
Reconfigured interior space - Provide all required lighting controls that apply to a new interior space.
changed.
Application specific lighting control provisions per C405.2.5 do not apply to reconfigured spaces.
Change of Space Use
Existing interior lighting systems in areas under -going a change in space use are upgraded to
comply with LPAs for the new space types per Tables C405.4.2(l) or C405.4.2(2).
Identify interior spaces requiring LPD upgrade to the current Code in Proposed Lighting Wattage table
in L TG -INT -BLD or LTG -INT -SPACE form.
CORRECTION 04Z 0
LTR# --A
'Lighting Summary, cont. LGT-SUM
9nlri Waqhinatnn State Fnerov Code CornDliance Forms for Commercial Buildinas includinq R2, R3, R4 over 3 stories and all R1 Revised August 2016
Project Title; Fill this line out at top of LGT-SUM -- FDate 10/21/2016
Interior Lighting System
Replacing suspended linear fixtures, and standard 2x4 & W fixtures throughout suite.
Description
Providing new task lighting at training room and hallways, where linear fixtures do not fit with
layout. Provide emergency lighting to meet I BC 107.2.3 as required. See A.213.2 for
approximate layout.
Interior Lighting Power
[]Building Area Method space -by -space method
Allowance Method
Select method used in project.
Interior Lighting Controls
All C405.2.1 - C405.2.8 Controls C405.2 Exception 5 Luminaire Level
Lighting Control (LLLC)
F] Additional Efficiency Package Option
C406.4 Enhanced digital lighting controls
To comply with C406.4, no less than 90% of the total installed interior lighting power shall comply with thE
required controls per C406.4.
Dwelling Unit Interior
Permanently installed interior lighting fixtures in dwelling units comply with:
Lighting
OC405.2 thru C405.5 Commercial Lighting Controls and LPA
OC406.3 High Efficacy Lighting
0
Exterior Lighting System
Description
,interior Lighting - Space -By -Space Method LTG -INT -SPACE
2015 Washinoton State Enerqy Code Compliance Forms for Commercial Buildings including R2, R3, R4 over 3 stories and all R1 Revised August 2016
Project Title:
Fill this line out on LGT-SUM
Number of
Fixtures
Date 10/21/2016
Calculation
0 0 Addition -
0 Addition
For Building Department Use
Area NOTE 9
stand alone
+ existing
48
Assembly Small Pendant 3 16
0 Spaces where < 50% of (§) Spaces where ? 50% of
0
192
Office Suspended 8' LED Fixture 20 28
luminaires are replaced luminaires are replaced
Office Suspended 4' LED Fixture 1 14
14
LPA
Standard 0 Additional Efficiency Package Option 0
Calculation
C406.3 Reduced Interior Lighting Power
To comply with C406.3, the Proposed LPD shall be 25% lower than the Target LPA.
,Type
Refer to C406.3 for additional requirements.
Interior Lighting Power Allowance
Maximum Allowed Lighting Wattage""'
co
Location (plan #,
Height""' Gross Interior
Allowed Watts Allowed
room #)
Space Type
2 Area in ft2
Watts per ft2 (wattS/f12 x area)
Suite 641
Office: Open plan
13 2547
0.842 2146
Suite 641
Warehouse: Smaller, hand carried items
13 2660
0.760 2022
Suite 641
Restroom: all other
8 275
0.780 215
Suite 641
Classroom/lecture/training
13 1182
1.000 1182
Total Area 6664
Retail Display Allowance from LTG -INT -DISPLAY
Lobby Art/Exhibit Display Allowance from LTG -INT -DISPLAY NOTE 8
Allowed Watts 5564
Proposed Lighting Wattage Nult: 3
Location (plan #,
room #)
Fixture Description NOTE 4, 5, 6
Number of
Fixtures
Watts/
Fixture NOTE 7
1
Watts
Proposed
Office/Assem. 2x4 Fluorescent Fixture 24 96
2304
Rest/Misc. Recessed Can/Wall Washer 10 32
320
Restroom Restroorn wall mounted Vanity 4 12
48
Assembly Small Pendant 3 16
48
Training Alternate Large Pendant 6 32
192
Office Suspended 8' LED Fixture 20 28
560
Office Suspended 4' LED Fixture 1 14
14
Warehouse Suspended 8' Fluorescent Fixture 20 64
1280
Proposed Retail Display Lighting from LTG -INT -DISPLAY
Total Proposed Watts may not exceed Total Allowed Watts for Interior Lighting Total Proposed Wattsl
4766
Interior Lighting Power Allowance
co
Note I - List all unique space types per Table C405.4.2(2) that occur in the project scope. Select space type category per from drop down menu.
Note 2 - Indicate ceiling height for atriums and spaces utilizing the ceiling height adjustment per Table C405.4.2(2), Footnotes d thru f
Note 3 - List all proposed lighting Fixtures including exempt lighting equipment and existing -to -remain fixtures.
Note 4 - For proposed Fixture Description, indicate fixture type, lamp type (e.g. T-8), number of lamps in the fixture, and ballast type (if included). For
track lighting, list the length of the track (in feet) in addition to the fixture, lamp, and ballast information.
Note 5 - For lighting equipment eligible for exemption per C405.4. 1, note exception number and leave WattslFixture blank.
Note 6 - Existing -to -remain fixtures shall be included in the Proposed Lighting Wattage table in the same manner as new fixtures. Identify as existing
in fixture descnption.
Note 7 - For proposed WattslFixture enter the luminaire wattage for installed lamp and ballast using manufacturer or other approved source. For
luminaires with screw-in lamps, enter the manufacturer's listed maximum input wattage of the fixture (not the lamp wattage). For low voltage
lighting, enter the wattage of the transformer For line voltage tracklbusway systems, enter the larger of the attached luminaire wattage or 50
wattsoqineal foot, or enter the wattage limit of permanent current limiting device.
Note 8 - Lobby ArtlExhibit Display Allowance is independent of the Maximum Allowed Lighting Wattage.
Note 9 - Calculation Area Details:
a. Lighting fixtures in a building addition may comply as a stand alone project, or they may be combined with the overall existing building
lighting systems to demonstrate compliance. Refer to C502. 1.
b. For alterations and building additions, provide Space Types and gross interior areas in the Maximum Allowed Lighting Wattage table. If a
building addition will comply as combined with the overall existing building lighting systems, include all applicable existing Space Types
and gross interior areas.
c. If less than 50% of existing lighting fixtures will be replaced, provide total existing lighting wattage (prior to alteration) in the space provided
1 L: r lans have been reviewed by C-=
Works Department for conformance with.
c,
rLCity standards. Acceptance is subject to er
omissions which do not authorize violations of
adopted standards or ordinances. The responsibility
for the adequac— of the design rests totally with the
designer. Additions, deletions or revisions to these
drawings after this date will void this acceptance
and will require a resubmittal, of revised drawings
for subsequent approval.
Final acceptance is subject to field inspection by
the Public Works utilities inspector.
Date: BT.
1-7 k&QJG
CORRECTION
A I I PT C'M k"
bRTPi I L
osoz& 0
C -(TY OF 1-U 14W I LO)
WS-ZI A
REVIEV,----------
VED FOR
CODE COMPLIANCE
APPROVED
NOV 2 2 2016
C'ty Of TUI(Wila
BUILDING DIVISION
RECEIVED
CITY OF TUKWILA
NUV 17 2016
PERMIT CENTER
ES-957/957N/957Z
V�
&`Health Hazard Aiolicai iis
Job Name -
Job Location
Engineer —
Approval —
left
berliews. 9A.57, 9,915,7N, 9757Z
Reduced Pressure Zone Assemblies
Sizes: 21/2" - 10" (65 - 250 mm)
Series 957, 957N, 957Z Reduced Pressure Zone Assemblies provide
protection to the potable water system from contamination in ac-
cordance with national plumbing codes. Series 957, 957N, 957Z are
normally used in health hazard applications for protection against
backsiphonage or backpressure.
Features
* 21/2", 3" and 4" (65, 80 and 100mm) sizes available with
quarter -turn ball valve shutoffs
* Replaceable check disc rubber
0 Extremely compact design
0 70% Lighter than traditional designs
0 304 (Schedule 40) stainless steel housing & sleeve
9 Groove fittings allow integral pipeline adjustment
* Patented torsion spring checks provide lowest pressure loss
e Unmatched ease of serviceability
• Bottom mounted cast stainless steel relief valve
• Available with grooved butterfly valve shutoffs
Specifications
The Reduced Pressure Zone Assembly shall consist of two indepen-
dent torsion spring check modules, a differential pressure relief valve
located between and below the two modules, two drip tight shutoff
valves, and required torsion spring check modules and relief valve
shall be contained with a sleeve accessible single housing con-
structed from 304 (Schedule 40) stainless steel pipe with groove end
connections. Torsion spring checks shall have replaceable elastomer
discs and in operation produce drip tight closure against the reverse
flow of liquid caused by backpressure or backsiphonage. Assembly
shall be a Watts Regulator Company Series 957, 957N, 957Z,
IT1011101M
Inquire with governing authorities for local installation
requirements
*The wetted surface of this product contacted by consumable water
contains less than 0.25% of lead by weight.
Contractor
Approval
Contractor's P.O. No.
Representative —
0
9570SY
RECEIVED
CITY OF TUKWILA
957ZBFG NOV 17 2016
140
CENTER
� ) 957QT CORRECTION
NVITIMMM Nftcof I-TR#-2,�
The information contained herein is not intended to replace the
full product installation and safety information available or the
experience of a trained product installer. You are required to
thoroughly read all installation instructions and product safety
information before beginning the installation of this product.
Watts product specifications in U.S. customary units and metric are approximate and are provided for reference only. For precise measurements,
please contact Watts Technical Service. Watts reserves the right to change or modify product design, construction, specifications, or materials with- IMWAM
out prior notice and without incurring any obligation to make such changes and modifications on Watts products previously or subsequently sold.
t) t 1*-- 0402-00
Available Models
Suffix:
NRS - non -rising stem, resilient seated gate valves
OSY - UUFM outside stem and yoke resilient seated gate
valves
BFG - UUFM grooved gear operated butterfly valves with
tamper switch
QT - 21/2" - 4" (65 - 1 00mm) quarter -turn ball valves
**OSY FxG - Flanged inlet gate connection and grooved outlet
gate connection
**OSY GxF - Grooved inlet gate connection and flanged outlet
gate connection
**OSY GxG - Grooved inlet gate connection and grooved outlet
gate connection
Available with grooved NRS gate valves - consult factory -
Post indicator plate and operating nut available - consult factory -
**Consult factory for dimensions
When installing a drain line on Series 957 backflow, preventers, use
957AG air gaps, See ES-AG/EL/TC for additional information.
Dimensions — Weight
Materials
Housing & Sleeve: 304 (Schedule 40) Stainless Steel
Elastomers: EPDM, Silicone and Buna-N
Torsion Spring Checks: Nory10, Stainless Steel
Check Discs: Reversible Silicone or EPDM
Test Cocks: Bronze Body Nickel Plated
Pins & Fasteners: 300 Series Stainless Steel
Springs: Stainless Steel
Pressure — Temperature
Temperature Range: 33'F - 140'F (0.5'C - 60'C)
Maximum Working Pressure: 175psi (112.1 bar)
957, 957N, 957Z
SIZE (DN)
(DN)
DIMENSIONS
WEIGHT
in. min
A
in.
C (OSY)
min in. mm
C (NRS) D G H I
in. mm in. mm in. min in. min in. mm
i M
in. infn In,
MIT)
P 117NII 11701Y � 1171 NRI � 1171 ISY
in. min lbs. kgs. lbs. , lbs. kgs.
21/2 65
303/4
781 1 63/a
416
93/8 238 61/2 165 291/16 738 211/2 546 151/2 393
811/16 223 211/4
540
93/16 234 118 54 128 581126 57 136 62
3 80
311/4
806 181/8
479
10114 260 611/16 170 301/4 768 221/4 565 171/8 435
93/16 233 23
584
101/2 267 134 61 148 67 147 67 161 73
4 100
331/4
857 223/4
578
123/16 310 7 178 33 838 231/2 597 181/2 470
9 1/16 252 261/4
667
113/16 284 164 74 164 74 187 85 187 85
6 — I bU I
U Y2
11Ub 301/8
765
16 406 81/2 216 441/4 11371351/4 895 233/16 589
131/16 332 341/4
870
15 381 276 125 298 135 317 144 339 154
8 20OT491/4
864
1264 373/4
959
1915/,6 506 911/16 246 541/8 13751401/8 1019 277/16 697
1511/16 3991 361/8
937
173/16 4371441 200 483 219 516 234 558 253
10 2501573/4
540
1467 453/4 1162 2 313/16 605 113/16 285 66 16761491/2 1257 321/2 826
1 A/1 6 4401441/2 1124
20 5081723 328 783 355 893 405 950 431
I
H----------------- t
G -
957NBFG, 957ZBFG
j
11 , rim
L
: . j
SIZE
(DN)
DIMENSIONS
WEIGHT
in.
MIR
in.
G
min
H
In,
171171
I
in.
min
in.
Min
M
in.
MM
P
in.
MM
957N/957Z
lbs. kgs,
21/2
65
321/2
826
23
584
151/2
394
91/2
241
193/4
502
11 '3/16
300
67 30
3
80
34
864
24
610
16'/16
414
101/16
256
211/4
540
121/8
308
70 32
4
100
351/8
905
1 251/2
648
1 173/16
437
1 10'1/16
279 1
231/2
597
125/8
321
1 87 39
6
150
461/2
1181
1 351/4
895
1 201/2
521
1 131/2
343 1
271/4
692
15
382
1 160 73
NorylO is a registered trademark of SABIC Innovative Plastics Holding BV.
h I
Approvals
9 Approved by the Foundation for Cross- Connection Control
and Hydraulic Research at The University of Southern Califor-
nia (FCCCHR-USC)
For additional approval information please contact the factory or
visit our website at www.amesfirewater.com
FM
UQDL s _ � (N �F'
(9 ccous C@ Approved
1013 B64.4 (**BFG & OSY Only) 1;9#Q
Dimensions — Weight continued
I------------------------------------- ____ A ---------------------------------------------- ]
957 BFG
SIZE (DN)
DIMENSIONS
WEIGHT
in. MM
in.
MM
in.
i . n.
MM
I i . n.
MM
IbS.
kgs.
4 100
29
737 —
7Y4
197
1 6N
162--f—
91/,
241
66
30
6 150
361h
927
9 '1/16
246
1 71/,�
189
1 1411,
q69
199
55
nr--n
C
M
D
---------------- H -----------------
------------------- A ---------------------- P ------ ----------------------- G ---------------------
9570T
A I C I D I G I H I I I i M P Pi Or
w
in. mm in. MM in, M in. mm I in. mm I in. mm I in. mm I in. mm in. mm in. mm in, m 1b,. kq,. lt�'. kg,
21/2 65 271/2 698 47/8 124 67/8 175 1 301/4 7681 211/2 5461 161/16 4071 113/8 289 119718 505 111 Yi6 287 111/16 2871 46 21 57 26
3 80 28 711 47/8 124 6' '/8 175 1 301/4 7681 221/4 5651 169/16 4201 113/8 289 1 207/8 531 1 115/16 287 1115/16 2871 56 25 1 67 30
Capacity
Series 957, 957N, 957Z flow curves as tested by Underwriters
Laboratory.
Flow characteristics collected using butterfly shutoff valves
- Horizontal - N-Pattem ----- Z -Pattern
psi
18
16
9 14
12
10
8
6
psi
16
14
2 12
LE 10
8
6
psi
26
22
18
E r3 14
10
6
psi
25
20
15
10
5
0
0
0
Z41' (65mm)
Service Flow Rated Flow
50 100
150
200
190 380
570
760
7.5
15
3"
(80mm)
Service Flow
Rated Flow
0 100 200
0 380 760
7.5
*111. Rated Flow
z
N
H
250 300 350 gpm
950 1140 1330 Ipm
fps
*UL Rated Flow
300 400
1140 1520
15
4" (100mm)
Service Flow Rated Flow
Flow capacity chart identifies valve performance based
upon rated water velocity up to 25fps
• Service Flow is typically determined by a rated velocity
of 7.5fps based upon schedule 40 pipe.
• Rated Flow identifies maximum continuous duty
performance determined by AWWA.
• UL Flow Rate is 150% of Rated Flow and is not
recommended for continuous duty.
• AWWA Manual M22 [Appendix C] recommends that the
maximum water velocity in services be not more than 1 Ofps.
6" (150mm)
psi Service Flow Rated Flow *111, Rated Flow
18
16
14 H
12
10
8
0 300 600 900 1200 1500 gpm
0 1140 2280 3420 4560 5700 Ipm
7.5 12 fps
8 " (200mm)
psi Service Flow Rated Flow Rated Flow
18
N 16
z
H 14
12
10
8
6
z
N
H
500 gpm 0 500 1000 1500 2000 2500 gpm
1900 Ipm 0 1900 3800 5700 7600 9500 Ipm
fps 7.5 10 fps
10- (250MM)
*111. Rated Flow
z
N
H
0 100 200 300 400 500 600 700 800 gpm
0 380 760 1140 1520 1900 2280 2660 3040 Ipm
7.5 13 fps
4" BFG (100 mm) Horizontal
Service Flow Rated Flow *UL Rated Row
0 100 200 300 400 500 600 700 800gpm
0 380 760 1140 1520 1900 2280 2680 30401pm
7.5 13 fps
VAWArM
A Watts Water Technologies Company
ES-957/957N/957Z 1529
psi
16
14
12
10
t 8
6
4
low
z
N
H
0 500 1000 1500 2000 2500 3000 3500 gpm
0 1900 3800 5700 7600 9500 11400 13300 Ipm
7.5 10 fps
6" BFG (150 mm) Horizontal
psi Service Flow Rated Flow TL Rated flow
16
14
9 12
0
8
6
t 4
2
0
0 200 400 600 800 1000 1200 1400 1600gpm
0 760 1520 2280 3040 3800 4560 5300 60601pm
7.5 12 fps
USA: Tel: (978) 689-6066 - Fax: (978) 975-8350 - Watts.corn
Canada: Tel: (905) 332-4090 - Fax: (905) 332-7068 - Watts.ca
Latin America: Tel: (52) 81-1001-8600 - Fax: (52) 81-8000-7091 - Watts.corn
(D 2015 Watts
ANCHOR
AULT
�ETE SLAB
) GRADE
4'MIN CONCRETE SLAB
NOT TO SCALE
LA 2" AND SMALLER REDUCED PRESSURE
City Of PRINCIPAL ASSEMBLY INSTALLATION
SHEET: WS -21A
Tukwila REVISION#1: ()2-2014 LAST REVISION:
1. THE RPPA SHALL BE INSTALLED WITH ADEQUATE SPACE TO FACILITATE MAINTENANCE AND TESTING.
IT SHALL BE TESTED AFTER INSTALLATION, BY A WASHINGTON STATE CERTIFIED BACK-FLOW ASSEMBLY
TESTER, TO INSURE ITS SATISFACTORY OPERATION BEFORE OCCUPANCY AND ANNUALLY THEREAFTER. A
COPY OF THE TEST RESULTS SHALL BE GIVEN TO THE PUBLIC WORKS INSPECTOR.
2. AN RPPA SHALL NOT BE INSTALLED INA PIT BELOW GROUND LEVEL.
1 THE FREEZE PROTECTION ENCLOSURE FOR THE RPPA MUST INCLUDE A DAYLIGHT DRAIN. THE DRAIN
MUST BE ABLE TO BE BORE SIGHTED. IT MUST BE INSTALLED ABOVE GROUND LEVEL. THE DRAIN MUST
ALSO BE ABLE TO HANDLE THE VOLUME OF WATER THAT POTENTIALLY COULD BE DISCHARGED FROM
THE RELIEF PORT.
4. THE FREEZE PROTECTION ENCLOSURE SHALL BE SUPPORTED BY A MIN. FOUR (4) INCH CONCRETE
SLAB WITH FOUR (4) ANCHOR BOLTS ATTACHING THE COVERING TO THE SLAB.
5. RPPA MUST BE PROTECTED FOR FREEZING.
6. AN RPPA INSTALLED MORE THAN FIVE (5) FEET ABOVE FLOOR LEVEL MUST HAVE A PLATFORM UNDER
IT FOR THE TESTER OR MAINTENANCE PERSON TO STAND ON. THE PLATFORM MUST BE OSHA APPROVED
AND MEET ALL APPLICABLE SAFETY STANDARDS AND CODES.
7. WHEN THE RPPA IS LOCATED INSIDE A BUILDING IT SHALL BE INSTALLED INA LOCATION WHERE BOTH
THE OCCASIONAL SPITTING FROM THE RELIEF PORT AND THE POSSIBLE CONSTANT DISCHARGE DURING A
FOULED CHECK VALVE SITUATION WILL NOT BE OBJECTIONABLE. AN APPROVED AIR GAP FUNNEL
ASSEMBLY, EITHER PROVIDED BY THE MANUFACTURER OF FABRICATED FOR SPECIFIC INSTALLATION, MAY
BE INSTALLED TO HANDLE THE OCCASIONAL SPITTING OF THE RELIEF VALVE DUE TO PRESSURE
FLUCTUATIONS. A LINE FROM THIS FUNNEL ASSEMBLY MAY THEN BE RUN TO AN ADEQUATELY SIZED
FLOOR DRAIN OF EQUAL OR GREATER SIZE. IT MUST BE EMPHASIZED THAT THE AIR GAP FUNNEL
ASSEMBLY WILL HANDLE ONLY THE OCCASIONAL SPITTING AND WILL NOT CONTROL FLOW IN A
CONTINUOUS RELIEF SITUATION.
8. A PVC COLLAR SHALL BE INSTALLED BETWEEN THE PIPE AND CONCRETE SLAB.
9. A UNION SHALL BE INSTALLED ON THE RISERS TO AID IN REMOVAL OF THE ASSEMBLY.
10. BALL VALVES WILL BE INSTALLED ON THE RISERS TO AID IN THE TESTING AND MAINTENACE OF
THE ASSEMBLY.
11. ALL BRASS FITTINGS SHALL BE LEAD FREE.
NOT TO SCALE
2" AND SMALLER REDUCED PRESSURE
City Of PRINCIPAL ASSEMBLY INSTALLATION
43 SHEET: WS -21B
A
REVIS ION #1: 02-2014 LAST REVISION:
Tukwila I
APPROVAL: R TIRr.HMAK r-ITY FNr.INEFR
City of Tukwila
Department of Community Development
November 15, 2016
JULIE GLENN
1326 FIFTH AVE SUITE 400
SEATTLE, WA 98 101
RE: Correction Letter # 2
DEVELOPMENT Permit Application Number D16-0260
WESTERN FOODS - 641 INDUSTRY DR
Dear JULIE GLENN,
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:
PW DEPARTMENT: Joanna Spencer at 206-431-2440 if you have questions regarding these comments.
1) None of the two PW comments spelled out in October 11, 2016 correction letter #1 were addressed in your
response submittal.
a) Applicant mentioned in an email that Non -Residential Sewer Use Certification will be submitted by the owner,
however as of today this form was not received;
b) A Reduced Pressure Principle Assembly (RPPA) shall be installed on domestic water service. Please submit
plans as a revision to this permit or a bond or as a separate Public Works Type C construction permit.
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. Correctionshevisions 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. D16-0260
6300 Southcenter Boulevard Suite #100 e Tukwila Washington 98188 9 Phone 206-431-3670 e Fax 206-431-3665
BURGESS
INTERIOR ARCHITECTURE
October 21, 2016
Bill Rambo
Permit Technician
Department of Community Development
Tukwila, WA
Project Number: D16-0260
Dear Mr. Rambo,
CORRE(YION
LTRO_
In response to your letter dated October 1 1th, 2016 we are providing the following information.
Below please find the text of your comments followed by our response in italics.
Building Department
Correction Notice # 1:
1. (GENERAL 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)
RECEIVED
Response: We have provided the Architects stamp at each 24x36 sheet. CITY OF TUKWILA
Sheets: ALL SHEETS, see entire set of documents. OCT 24 2016
(Please see our clouded response shown as Delta 1 Correction dated 10. 21.16.)
PERMIT CENTER
2. (BUILDING REVIEW NOTES) In addition to the egress plan provided, show specific,
common paths of egress where emergency illumination shall be provided an average I
foot-candle and a minimum at any point of 0.1 -foot candle measured along the path of
egress at the floor level. Emergency lighting shall also be required at exterior landings or exit
discharge doorways where two or more exits are required. Egress paths shall be continuous,
unobstructed, unbroken paths to each exit. Designated egress paths are those that shall be light
meter inspected for egress illumination requirements (IBC 1,,07.2.3 & Section 1006).
P 206 1 587 1 7120
F 206 1 587 1 7122
1326 FIFTH AVENUE, SUITE 4M
SEATTLE, WASHINGTON 98101
info@Bur§-essPNW.com
www.BurgessPNW.com
BURGESS
INTERIOR ARCHITECTURE
Response: The path of egress, emergency lighting is shown on the Egress Plan, G. 0. 2. The
updated emergency lighting fixtures have been added/updated on the Reflected ceiling plan,
based on said egress path.
Sheets: G. 0. 2 & A. 2B. 2.
(Please see our clouded response shown as Delta 1 Correction dated 10. 21.16.)
3. The energy code lighting forms provided are no longer valid. Provide a completed 2015
Washington State Energy Code "LIGHTING SUMMARY" Compliance Forms for
Commercial Buildings available online at: http://www.neec.net/energy-codes (scroll down to
center of page "2015 WSEC Commercial Provisions - Compliance Forms").
Response: The lighting summary has been updated to the 2015 version.
Sheets: A. 2B. 2, Reflected Ceiling Plan, Lighting Summary.
(Please see our clouded response shown as Delta 1 Correction dated 10.21.16.)
4. The plumbing fixture matrix table is somewhat confusing in the calculations shown as
I cannot trace for verification to the plumbing tables of Chapter 29 IBC. Please provide
some clarification as to how the numbers are achieved in accordance with IBC Chapter 29 with
the Washington State Amendments (WSA). (I BC [P] 2902. 1, [P] TABLE 2902.1 & WSA
2902.5.1)
Response: The Plumbing matrix has been updated with more information from IBC 2015,
2902. 1 & 2902.5. 1. Helping to breakdown the calculations for water closets, lavatories and
drinking fountains.
Sheets: G.0.2, Plumbing Fixtures Matrix.
(Please see our clouded response shown as Delta 1 Correction dated 10. 21.16.)
5. PLANNING DEPARTMENT., MAX BAKER at (206)-431-3683 if you have questions
regarding these comments. Need more information to determine use type of site, i.e.
what activities will be taking place within. Must comply with zoning requirements of
district, Tukwila Urban Center - Work Place.
Response: Western Foods is a National Corporate Food Service Sales Agency, Distribution
and Training Center. Including demonstrations and creating marketing strategies for non-
perishable foods and goods.
Sheets: G. 0. 0, Building Summary.
(Please see our clouded response shown as Delta I Correction dated 10. 21.16.)
P 206 1 587 1 7120 1326 FIFTH AVENUE, SUITE 400 info@ BurgessPNW. corn
IF 206 1 587 1 7122 SEATTLE, WASHINGTON 98101 www.BurgessPNW.com
LB I BURGESS
INTERIOR ARCHITECTURE
6. PW DEPARTMENT: Joanna Spencer at 206-431-2440 if you have questions regarding
these comments.
1) Please fill out the attached Non -Residential Sewer Use Certification form and list all new
plumbing fixtures to be installed. Do not list fixtures to be replaced in kind. 2) Since the plumbing
system is going to be modified, cross -connection control measures need to be implemented. A
Reduced Pressure Principle Assembly (RPPA) shall be installed immediately downstream of the
existing 1.5" permanent water meter. Installation at another location requires the Public Works
Director's approval. The RPPA shall be installed in a Hot Box/Hot Rock or equal freeze
protection enclosure anchored to a minimum 4" thick concrete pad. A separate letter addressing
this issue was mailed to Skanlan Kemper Bard and NCWP Andover Executive Park, property
owner.
Response: Skanlan Kemper Bard is responding to Non -Residential Sewer Use Certification
Form separately.
Thank you very much.
Sincerely,
Julie Glenn
Burgess Design
P 206 1 587 1 7120 1326 FIFTH AVENUE, SUITE 400 info@BurgessPNW.com
IF 206 1 587 1 7122 SEATTLE, WASHINGTON 98101 www.BurgessPNW.com
City of Tukwila
Allan Ekberg, Mayor
Department of Community Development Jack Pace, Director
October 11, 2016
JULIE GLENN
1326 FIFTH AVE SUITE 400
SEATTLE, WA 98 101
RE: Correction Letter # I
DEVELOPMENT Permit Application Number D16-0260
WESTERN FOODS - 641 INDUSTRY DR
Dear JULIE GLENN,
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 NOTE)
PLAN SUBMITTALS: (Min. size I I x] 7 to maximum size of 2406; 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 must7contain 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. In addition to the egress plan provided, show specific, common paths of egress where emergency illumination
shall be provided an average I foot-candle and a minimum at any point of 0. 1 -foot candle measured along the path
of egress at the floor level. Emergency lighting shall also be required at exterior landings or exit discharge
doorways where two or more exits are required. Egress paths shall be continuous, unobstructed, unbroken paths to
each exit. Designated egress paths are those that shall be light meter inspected for egress illumination requirements.
(IBC 107.2.3 & Section 1006)
2. The energy code lighting forms provided are no longer valid. Provide a completed 2015 Washington State
Energy Code "LIGHTING SUMMARY" Compliance Forms for Commercial Buildings available online at:
http://www.neec.neUenergy-codes (scroll down to center of page "2015 WSEC Commercial Provisions -
Compliance Forms").
3. The plumbing fixture matrix table is somewhat confusing in the calculations shown as I cannot trace for
verification to the plumbing tables of Chapter 29 IBC. Please provide some clarification as to how the numbers are
achieved in accordance with IBC Chapter 29 with the Washington State Amendments (WSA). (IBC [P] 2902. 1, [P]
TABLE 2902.1 & WSA 2902.5. 1)
Note: This permit plan review may not be complete as revised plans may require further corrections.
6300 Southcenter Boulevard Suite #100 e Tukwila Washington 98188 * Phone 206-431-3670 0 Fax 206-431-3665
PLANNING DEPARTMENT: Nj,,AX BAKER at (206)-431-3683 if you have questions regarding these comments.
0 Need more information to determine use type of site, i.e. what activities will be taking place within. Must comply
with zoning requirements of district, Tukwila Urban Center - Work Place.
PW DEPARTMENT: Joanna Spencer at 206-431-2440 if you have questions regarding these comments.
1) Please fill out the attached Non -Residential Sewer Use Certification form and list all new plumbing fixtures to
be installed. Do not list fixtures to be replaced in kind.
2) Since the plumbing system is going to be modified, cross -connection control measures need to be implemented.
A Reduced Pressure Principle Assembly (RPPA) shall be installed immediately downstream of the existing 1.5"
permanent water meter. Installation at another location requires the Public Works Director's approval. The RPPA
shall be installed in a Hot Box/Hot Rock or equal freeze protection enclosure anchored to a minimum 4" thick
concrete pad, A separate letter addressing this issue was mailed to Skanlan Kemper Bard and NCWP Andover
Executive Park, property owner.
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. D 16-0260
6300 Southcenter Boulevard Suite #100 9 Tukwila Washington 98188 e Phone 206-431-3670 9 Fax 206-431-3665
C 0
ity of Tukwila Allan Ekberg, Mayor
Public Works Department - Bob Giberson, Director
September 28, 2016
NCWP Andover Executive Park419999
810 NW Marshalls St #300
Portland, OR 97209
RE: Western Foods
Tenant Improvement
641 Industry Drive, Tukwila WA
Permit Number: D16-0260
To Whom It May Concern:
In accordance with Washington State Department of Health guidelines for Group A Public Water
Systems, Public Works has implemented a cross -connection control program to protect the public
water system from contamination via cross -connection. The program requires elimination or
control of any cross -connection between the distribution system and a consumer's water system by
the installation of an approved backf[ow device. The City has determined that the building at the
above address has deficiencies on the domestic water service.
A Reduced Pressure Principle Assembly (RPPA), previously called a Reduced Pressure Backflow
Assembly (RPBA), shall be installed immediately downstream of the existing I 1/2 -inch permanent
water meter. Installation at another location requires the Public Works Director's approval. The
RPPA shall be installed in a Hot Box/Hot Rock or equal freeze protection enclosure anchored to a
minimum 4" thick concrete pad.
On your site plan, please show the property line(s), street name, North arrow, building location,
existing permanent water meter and proposed RPPA. Specify size, manufacturer name and
backflow model number. Submit RPPA cut sheet and circle the backflow to be installed.
If you opt to install now, you wilt need to apply for a Public Works Type C Construction Permit and
submit the permit application with (4) four sets of plans together with a construction cost estimate
for the RPPA installation.
For a Type C permit, Public Works collects a base application and plan review fee ($250.00 plus 2.5%
of the construction cost for installation of the subject device) when the application or revision to this
Tenant Improvement is submitted. An additional 2.5% of the construction cost for backf[ow
installation will be assessed at the time of permit issuance.
630OBuilding # 6300 Southcen ter Boulevard Suite 100 # Tukwila, WA98188 * 206-433-0179
Tukwila City Hoff - 6200 Southcenter Boulevard - Tukwila, WA 98188 - 206-433-1800 - Website: TukwilaWA.gov
DIG- 02GO ' `
NCWP Andover Executive Park419999
September 28, 2016
Page 2
If you opt to bond for the installation, you must provide the following to the Permit Center: 1) an
original design and installation estimate, 2) a bond for 150% of the design and installation cost, and
3) a letter stating your intent to install the backf[ow within 90 days.
The Public Works Director will withhold issuance of the subject Tenant Improvement permit until the
backflow permit application is received or bond is posted.
I have enclosed Public Works Bulletins A1-2, and C5 to help you. If you have any questions, please
call Mr. Mike Cusick, P.E., Public Works Senior Water and Sewer Engineer, at (206) 431-2441 or me at
(206) 431-2440 orjoanna.spencer@tukwilawa.gov.
Sincerely,
Clef
Joanna Spencer
Development Engineer
JSAW
enclosures: Public Works Bulletins #A1-2, and C5
Permit Application
cc: D16-0260 File
Julie Glen
Skanlan Kemper Bard
(W:PW Eng/Other/Joanna Spencer/Letter NCWP Andover Executive Park 092816)
J
David McPherson
From: Todd Reedy
Sent: Tuesday, September 27, 2016 1:06 PM
To: David McPherson
Subject: RE: backflow for Western Foods at 641 Industry Drive — Tennant Improvement —
D16-0260
Hello David,
Regarding backflow protection at 641 Industry Drive:
-No RPPA installed on 1.5" domestic service.
-No irrigation or fireline connection at this location.
Let me know if you have any questions,
Todd
From: David McPherson
Sent: Tuesday, September 27, 2016 9:40 AM
To: Todd Reedy <Todd. Reedy @Tu kwi laWA.gov>
Cc: Joanna Spencer <Joanna.Spencer@TukwilaWA.gov>
Subject: backflow for Western Foods at 641 Industry Drive — Tennant Improvement — D16-0260
Todd,
Please let me know, if backflow is current for Western Foods at 641 Industry Drive — Tennant Improvement — D16-0260.
TIL no. 252304-9008.
Thank you.
Dave
PERMIT COORD COPY.
PLAN REVIEW/ROUTING SLIP
PERMIT NUMBER: D16-0260
PROJECT NAME: WESTERN FOODS
SITE ADDRESS: 641 INDUSTRY DR
Original Plan Submittal
DATE: 11/17/16
Revision # before Permit Issued
X Response to Correction Letter # 2 Revision # after Permit Issued
Building Division F]
�� PW("
Public Works
PRELIMINARY R&IEW:
Not Applicable 1-1
(no approvallreview required)
REVIEWER'S INITIALS:
APPROVALS OR CORRECTIONS:
Approved 11
Corrections Required F-1
(corrections entered in Reviews)
Notation:
REVIEWER'S INITIALS:
Fire Prevention F-1
Structural 1:1
Planning Division 1:1
Permit Coordinator of
DATE: 11/22/16
Structural Review Required E]
DATE:
DUE DATE: 12/20/16
Approved with Conditions F-1
Denied F-1
(ie: Zoning Issues)
DATE:
Perinit Center Use Only
CORRECTION LETTER MAILED:
Departments issued corrections: BldgEj FireE] PlngE] PWE] Staff Initials:
12/18/2013
e;
PERMIT COORD COPT
PLAN REVIEW/ROUTING SLIP
PERMIT NUMBER: D16-0260
PROJECT NAME: WESTERN FOODS
SITE ADDRESS: 641 INDUSTRY DR
Original Plan Submittal
X Response to Correction Letter # I
DATE: 10/24/16
Revision #
Revision #
before Permit Issued
after Permit Issued
DEPARTMENTS:
111a tv C t (44
Building tvision
-w coff !�
Public Works
Fire Prevention Planning Division
Structural Permit Coordinator
PRELIMINARY REVIEW:
DATE: 10/25/16
Not Applicable 1-1
Structural Review Required El
(no approvallreview required)
REVIEWER'S INITIALS:
DATE:
APPROVALS OR CORRECTIONS:
DUE DATE: 11/22/16
Approved E]
Approved with Conditions F]
Corrections Required Nr
Denied F-1
(corrections entered in Reviews)
(ie: Zoning Issues)
ki–� &W
Notation: 5,
REVIEWER'S INITIALS: DATE:
Perinit Center Use Only
CORRECTION LETTER MAILED:
V4
Departments issued corrections: Bldg [I rire F1 Plng F1 PWW Staff Initials:
12/18/2013
PERMIT COORD COPY
PLAN REVIEW/ROUTING SLIP
PERMIT NUMBER: D16-0260 DATE: 09/26/16
PROJECT NAME: WESTERN FOODS
SITE ADDRESS: 641 INDUSTRY DR
X I Original Plan Submittal
Response to Correction Letter #,
DEPARTMENTS:
COWP- q-)g-t�
Building Division
,�� CLwry
Public Works ,
PRELIMINARY REVIEW:
Not Applicable El
(no approvallreview required)
REVIEWER'S INITIALS:
Revision # before Permit Issued
Revision # after Permit Issued
A-0 Awc 10-)-H� �Ale>
Fire Prevention V Planning Division
Structural F Permit Coordinator 1:1
DATE: 09/27/16
Structural Review Required
DATE:
APPROVALS OR CORRECTIONS: DUE DATE: 10/25/16
Approved Approved with Conditions El
Corrections Required rsQl-*,
I IrL
(corrections entered in ReviewsT--�l
Notation:
REVIEWER'S INITIALS:
Denied El
(ie: Zoning Issues)
DATE:
Permit Center Use Only
CORRECTION LETTER MAILED: n
Departments issued corrections: Bldg Fire El Plng J�r— PVQr Staff Initials:
07
12/18/2013
City of Tukwila
Department of Community Development
6300 Southcenter Boulevard, Suite #100
Tukwila, Washington 98188
Phone: 206-431-3670
Web site: h!Ltp://www.TukwilaWA.gov
REVISION
SUBMITTAL
Revision submittals must be submitted in person at tile Permit Center.
Revisions will not be accepted through the mail, fax, etc.
Date: �t I IGIZO(o Plan Check/Permit Number:- [)-I G - 02GO
F� Response to Incomplete Letter 4
IV/ Response to Correction Letter
F� Revision after Permit is Issued
F-1 Revision requested by a City Building Inspector or Plans Examiner
n Deferred Submittal #
Project Name: NA c4ev- vi Fooci6
Project Address: WL -t I
ContactPerson: �OAONW
Summary of Revision: �Z�e– 64�"Vk
L) p -
-;7 06
Phone Number: I
QC)
RECEIV-E]Y-
CITY OF TUMILA
NOV 1 T-2016
Sheet Number(s):
"Cloud" or highlight all areas of revision includin*.-Ia%o�revision
Received at the City of Tukwila Permit Center by: - 6W
tj�— Entered in TRAKiT on I I '( -0
W Termit CenteATemplatesTorms\Revision Submittal Form,doc
Revised: August 2015
kLA,
City of Tukwila
Department of Community Development
6300 Southcenter Boulevard, Suite #100
Tukwila, Washington 98188
Phone: 206-431-3670
Fax: 206-431-3665
Web site: http://�ww.ci.tukwila.wa.us
REVISION SUBMITTAL
Revision submittals must be submitted in person at the Permit Center. Revisions ivill not be accepted through
th e mail, fax, etc.
Date: Plan Check/Permit Number:
F-1 Response to incomplete Letter #
Z Response to Correction Letter 4 1
F-� Revision # after Permit is Issued
F-1 Revision requested by a City Building Inspector or Plans Examiner
Project Name: Western Foods
Project Address: 641 Industry Dr
Contact Person: JAQ, Rem —PhoneNumber:
Summary of Revision:
D 16-0260
V- T M KI
I RIECEIVED
SheetNumber(s): rJ-0-11 A-22.2/ CITY OF TUKWILA
OCT 2 4 2016
"Cloud" or highlight all areas of revision including date of revision
Received at the City of Tukwila Permit Center by: �Me PERMIT CENTER
Entered in TRAKiT on 0
\applications\forms-applications on line\revision submittal
Created: 8-13-2004
Revised:
Lg King County
Department of Natural Resources a " d Parks
Wastewater Treatment Division
Non -Residential
Sewer Use Certification
• To be completed for all new sewer connections, reconnections or
change of use of existing connections.
• This form does not apply to repairs or replacements of existing
sewer connections within five years of disconnect.
Please Print or Type -
Property Street Address
City State ZIP
Owner's Name
Subdivision Name Lot
Subdiv. # Block #
Building Name
(if applicable)
(602 377-6363
's Phone Number (with Area Code)
(206 ) 575-0765
Property Contact Phone Number (with Area Code)
Owner's Mailing Address
A. Fixture Units
Fixture Units x Number of Fixtures Total Fixture Units
Kind of Fixture
Fixture Units No. ol Fixtures — Total
Public Pfivate Public Private Fixture units
Bathtub and Shower
_�h_ower,
4
4
per head
2
2
Dishwasher
2
2
Drinking f6untain (each head)
1
.5
Hose bibb (interior)
2.5--
2�5
Clotheswasher or laundry tub
4
2
Sink, bar or lavatory
2
1 7
Sink, Clinic flushing
8
8
Sink, kitchen
3
2
Sink, other (service)
3
1.5
Sink, wash fountain, circle spray
4
3
Urinal, flush valve, 1 GPF
5
2
Urinal, flush valve, >1 GPF
6
2
l. Frinai, waterless
0
__
0
Water closet, lank or valve, 1.6 GPF
16—
3
Water closet, tank or valve, >11.6 GPF
8
4
Total Fixture Units
Residential Customer Equivalent (RCE)
20 fixture units equal 1.0 RCE
Total No. of Fixture Units RCE
20
For King County Use Only
Account#
No. of RCEs
Monthly Rate
Property Tax ID 4$
Party to be Billed (if different from owner)
City or Sewer District
Date of Connection
Side Sewer Permit #
Please report any demolitions of pre-existing building on this property,
Credit for a demolition may be given under some circumstances.
Demolition of pre-existing building? ElYes ZINO
Was building on Sanitary Sewer? DYes NWo
Was Sewer connected before 2/11/90? WYes ONO
Sewer disconnect date:
Type of building demolished?
Request to apply demolition credit to multiple buildings? DYes ONO
B. OtherWastewater Flow
(in addition to Fixture Units identified in Section A)
1A _1
,
Type of Facility/Process: E C T11 0
IN
Estimated Wastewater Discharge:
Gallons/clays
Residential Customer Equivalents (RCE):
187 gallons per day equals 1.0 RCE
Total Discharge (gal/day) RCE
187
C. Total Residential Customer Equivalents:
(add A & B)
A
B
RCE
RECEIVED
CITY OF TUKWILA
NOV 17 2016
PERMIT CENTER
Pursuant to King County Code 28.84, all sewer customers who establish a new service which uses metropolitan sewage facilities shall be subject to a capacity charge.
The amount of the charge is established annually by the King County Council at a rate per month per residential customer or residential customer equivalent for a
period of fifteen years. The purpose of the charge is to recover costs of providing sewage treatment capacity for new sewer customers. All future billings can be
prepaid at a discounted amount. All future billings can be prepaid at a discounted amount.
Questions regarding the capacity charge or this form should be referred to King County's Wastewater Treatment Division at 206-684-1740.
1 certify that the information given is correct. I understand that the capacity charge levied will be based on this information and any
deviation will require resubmission of corrected data for determination of a revised capacity charge.
Signature of Owner/Representative Date
Print Name of Owner/Representative
1058 (Rev 9/07)
While — Who Countv Yellow — Local Sewer Aoe�cv Pink — Sewer Customer
.,Egg-. (r��
D P INC GENERAL CCINTRACTCI`�
H OTn e. Rspafiol Contact
Safety & Health Claims & Insurance
inWashington State Department of
Labor & Industries
Page I of 2
ISearch L&I
A --Z Index Help My LIZ:[
Workplace Rights Trades & Licensing
I D P INC GENERAL CONTRACTORS I
Owner or tradesperson
Principals
DODSON, WILLIAM, PRESIDENT
Doing business as
D P INC GENERAL CONTRACTORS
WA UBI No�
601515833
19936 BALLINGER WAY NE
SEATTLE, WA 98155
206-361-2989
KING County
Business type
Corporation
ILicense I
Verify the contractor's active registration / license / certification (depending on trade) and any past violations.
Construction Con–Irac.to.r. Active.
Meets current requirements.
License specialties
$1,000,000.00
GENERAL
License no.
DPINCGCO66BU
Effective date
Effective — expiration
09/1512016
01 /31/1994— 01/31/2018
Expiration date
Bond
09/15/2017
Merchants Bonding Co (Mutual)
$12,000.00
Bond account no.
WA28622
Received by L&I
Effective date
12/27/2012
01131/2013
Expiration date
Until Canceled
Bond history
Insurance
Continental Western Ins Co
$1,000,000.00
Policy 110.
CPA6015605
Received by L&I
Effective date
08/0412016
09/1512016
Expiration date
09/15/2017
Insurance history
Savin
No savings accounts during the previous 6 year period.
Lawsuits p�gainst the bond or savings
No laws' uits a,ga in s"t t'he", b'o'*n'd*' o r"s'a"v-i'n'gs accounts during the previous 6 year period.
L&I Tax debts
No"I'Miax- debts are recorded for this contractor license during the previous 6 year period, but some delr'ts
may be recorded by other agencies.
Help us improve
https:Hsecure.Ini.wa.gov/verify/Detail.aspx?UB1=601515833&LIC=DPINCGCO66BU&SAW= 12/19/2016
D P INC GENERAL CONTRACTORS Page 2 of 2
License Violations
N6"iic"'e'n's''e"'v"i"o*'I"at'io'ns during the previous 6 y_ period.
IWorkerscomp
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 Account is current.
578,236-01
Doing business as
DPINC
Estimated workers reported
Quarter 3 of Year 2016 "Greater than 100 Workers"
L&I account representative
T2 I HAN CHUNG (360)902-4713 - Email: CHUK235@lni.wa.gov
Workplace safety and health
Check for any past safety and health violations found on jobsites this business was responsible for.
Inspection results date
03/05/2014 Violations
Inspection no.
316958065
Location
625 Andover Park W.
Tukwila, WA 98188
0,; Washington State Dept, of Labor & Industries. Use of this site is subject to the laws of the state of Washington.
Help us improve
https:Hsecure.Ini.wa.gov/verify/Detail.aspx?UBI=601515833&LIC=DPINCGCO66BU&SAW= 12/19/2016
GENERAL NOTES
1. CONTRACTOR SHALL COMPLY WITH THE CURRENT "GENERAL CONDITIONS," AND BUILDING
STANDARDS AS PROVIDED BY THE BUILDING OWNER.
2. GENERAL CONTRACTOR S HALL BE RESPONSIBLE FOR COORDINATING THE WORK OF
DIFFERENT TRADES.
3. DO NOT SCALE DRAWINGS. CONTACT ARCHITECT FOR ANY MISSING DIMENSIONS.
4. CONTRACTOR INITIATED CHANGES SHALL BE SUBMITTED IN WRITING TO THE OWNER AND
ARCHITECT FOR APPROVAL PRIOR TO FABRICATION OR CONSTRUCTION. CHANGES SHOWN ON
SHOP DRAWING ONLY WILL NOT SATISFY THIS REQUIREMENT.
5. ALL MODIFICATIONS, REQUIRING OWNER OR ARCHITECT APPROVAL WILL NOT BE VALID
UNLESS AUTHORIZED IN WRITING BY OWNER AND/OR ARCHITECT.
6. WITHIN FIVE (5) BUSINESS DAYS OF START OF CONSTRUCTION, THE CONTRACTOR SHALL
NOTIFY IN WRITING BOTH THE ARCHITECT AND OWNER OF ANY ITEMS WHOSE ESTIMATED
DELIVERY TO THE SITE WOULD BE LATER THAN THAT REQUIRED FOR TIMELY INSTALLATION IN
THE CONSTRUCTION SEQUENCE SUBSTITUTION OF ALTERNATE ITEMS WITH SHORTER LEAD
TIMES, PAYMENT OF RUSH FABRICATION OR DELIVERY CHARGES OUT OF SEQUENCE
INSTALLATION, OR DELAY OF INSTALLATION OPTIONS TO BE AT THE SOLE APPROVAL OF
OWNER OR ARCHITECT.
7. CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING ALL WORK AND MATERIALS IN
ACCORDANCE WITH THE LATEST LOCAL BUILDING CODES AND ORDINANCES.
8. CONTRACTOR SHALL VERIFY ALL FIELD DIMENSIONS AND CONDITIONS AND SHALL REPORT
ANY CONFLICTS OR QUESTIONS FOR RESOLUTION BEFORE PROCEEDING WITH THE WORK. DO
NOT SCALE THE DRAWINGS.
9. THE USE OF WORD "PROVIDE" SHALL ALWAYS MEAN, "FURNISH AND INSTALL, CONNECT,
OR SECURE" AS REQUIRED.
10. ALL MATERIALS AND EQUIPMENT SHALL BE INSTALLED IN STRICT ACCORDANCE WITH
MANUFACTURERS WRITTEN INSTRUCTIONS AND TRADE ASSOCIATES ACCEPTED STANDARDS.
11. CONTRACTOR SHALL PROVIDE A WRITTEN CONSTRUCTION SCHEDULE. THIS SCHEDULE
SHALL INCLUDE DELIVERY LEAD TIMES OF CONSTRUCTION ITEMS, AND START AND
COMPLETION DATES OF EACH PHASE. THE CONTRACTOR SHALL UPDATE AND PROVIDE SUCH
SCHEDULE ON A BIWEEKLY BASIS.
12. WORK MUST BE SCHEDULED WITH THE BUILDING MANAGEMENT TO AVOID DISRUPTION TO
THE TENANTS.
13. ACCESS TO AND FROM THE PROJECT SITE, SPECIAL CONDITIONS, NOISY WORK, TIMING
OF WORK, INTERRUPTION OF MECHANICAL AND ELECTRICAL SERVICES, RELOCATION OF
EXISTING EQUIPMENT, CASEWORK, FIXTURES, FITTINGS, ETC., MUST BE COORDINATED WITH
THE BUILDING MANAGEMENT.
14. ADEQUATE CLEANUP, PROTECTION AND PLACEMENT OF ANY CEILING TILES AND/OR
OTHER DISRUPTION TO THE ADJACENT TENANT IMPROVEMENTS MUST BE REPLACED BEFORE
BUSINESS HOURS OF THAT TENANT IN ORDER THAT THE OCCUPANT WILL NOT BE
INCONVENIENCED IN THE NORMAL CONTINUATION OF THEIR OFFICE HOURS.
15. EACH SUBCONTRACTOR IS RESPONSIBLE FOR ANY DAMAGE TO ADJACENT WORK AND
SHALL REPAIR SAID DAMAGE AT THEIR OWN EXPENSE. THIS INCLUDES ALL AREAS ON THE
PREMISES SUCH AS: COMMON HALLWAYS, FREIGHT ELEVATOR VESTIBULES, ETC.
16. SCHEDULE THE USE OF THE ELEVATOR WITH BUILDING MANAGEMENT.
17. UPON COMPLETION OF ALL CONSTRUCTION, THE CONTRACTOR SHALL SUPPLY THE
LANDLORD WITH ONE SET OF "RECORD" AS -BUILT DRAWINGS.
18. ALL MATERIALS TO BE NEW LION.
19. PATCH ALL DISTURBED AND/OR DAMAGED AREAS AS REQUIRED TO ACCOMPLISH NEW
WORK AND AS REQUIRED FOR FINISHED APPEARANCE.
20. GENERAL CONTRACTOR IS RESPONSIBLE FOR PROVIDING ALL NECESSARY BACKING,
BLOCKING, AND FRAMING FOR LIGHT FIXTURES, ELECTRICAL FIXTURES, CASEWORK AND ALL
OTHER ITEMS REQUIRING IT.
21. CONTRACTOR TO COORDINATE ALL FIRE ALARM WORK WITH BUILDING OWNER.
22. ALL PAINT AND FINISH MATERIAL COLORS SHALL MATCH. ARCHITECT'S CONTROL SAMPLES
AND REQUIRE ARCHITECT'S REVIEW PRIOR TO INSTALLATION. SUBMIT TO ARCHITECT THREE
(3) COPIES FOR REVIEW.
23. CONTRACTOR SHALL FURNISH SHOP DRAWINGS FOR REVIEW ON CABINETWORK, MILLWORK
AND ANY OTHER SPECIAL ITEMS REQUIRING CUSTOM SHOP FABRICATION. SUBMIT TO
ARCHITECT AT LEAST THREE (3) COPIES FOR REVIEW.
24. REPETITIVE FEATURES NOT FULLY SHOWN OR NOTED ON THE DRAWINGS SHALL BE
COMPLETELY PROVIDED AS IF DRAWN IN FULL.
25. THROUGHOUT THE DRAWINGS ARE ABBREVIATIONS WHICH ARE IN COMMON USE. THE
LIST OF ABBREVIATIONS PROVIDED IS NOT INTENDED TO BE A COMPLETE LIST. THE
ARCHITECT WILL DEFINE THE INTENT OF ANY IN QUESTION.
ARCH / INTERIOR
ADJ -
ADJUSTABLE
AFF -
ABOVE FINISH FLOOR
ALT -
ALTERNATE
ALUM -
ALUMINUM
APC -
ACOUSTICAL PANEL CEILING
APPROX -
APPROXIMATE
ARCH -
ARCHITECTURAL
ACT -
ACOUSTICAL CEILING TILE
AV -
AUDIO VISUAL
BLDG -
BUILDING
BOT -
BOTTOM
CAB -
CABINET
CL -
CENTER LINE
CLG -
CEILING
CLR -
CLEAR
COL -
COLUMN
CONIC -
CONCRETE
CONF -
CONFERENCE
DEMO -
DEMOLITION
DEPT -
DEPARTMENT
DF -
DRINKING FOUNTAIN
DIA -
DIAMETER
DIFF -
DIFFUSER
DIM -
DIMENSION
DTL -
DETAIL
DW -
DISHWASHER
DWG -
DRAWING
EA -
EACH
EL -
ELEVATOR
ELEC -
ELECTRICAL
ELEV -
ELEVATION
EQ -
EQUAL
EQUIP -
EQUIPMENT
EXT -
EXTERIOR
FA -
FIRE ALARM
FD -
FLOOR DRAIN
FE -
FIRE EXTINGUISHER
FEC -
FIRE EXTINGUISHER CABINET
FFE -
FINISH FLOOR ELEVATION
FIN -
FINISH
FLUOR -
FLUORESCENT
FLR -
FLOOR
FO -
FACE OF
FOIC -
FURNISHED BY OWNER, INSTALLED
STRUCTURAL
BY CONTRACTOR
FTIC -
FURNISHED BY TENANT, INSTALLED
SYMMETRICAL
BY CONTRACTOR
FURR -
FURRING
GA -
GAUGE
GC -
GENERAL CONTRACTOR
CL -
GLASS
GWB -
GYPSUM WALLBOARD
HC -
HANDICAPPED
HDW -
HARDWARE
HM -
HOLLOW METAL (STEEL FRAME)
HR -
HOUR
INCL -
INCLUDED OR INCLUDING
INFO -
INFORMATION
INSUL -
INSULATION
LAV -
LAVATORY
LF -
LINEAR FOOT
MATL -
MATERIAL
MAX -
MAXIMUM
MDF -
MEDIUM DENSITY FIBERBOARD
a _r
01 Oki XVA I ivffe I k WR
MECH -
MECHANICAL
MEZZ -
MEZZANINE
MFR
- MANUFACTURER
MIN
- MINIMUM
MISC
- MISCELLANEOUS
MTD
- MOUNTED
MTL
- METAL
N/A
- NOT APPLICABLE
NIC
- NOT IN CONTRACT
NTS
- NOT TO SCALE
OC -
ON CENTER
OFF -
OFFICE
OPNG -
OPENING
OVHD -
OVERHEAD
P -
PAINT
PART -
PARTITION
PERF -
PERFORATED
PERIM -
PERIMETER
PERP -
PERPENDICULAR
PLAM -
PLASTIC LAMINATE
PLYWD -
PLYWOOD
QTY -
QUANTITY
(R)
- RELOCATED
RA
- RETURN AIR
RCP
- REFLECTED CEILING PLAN
REC
- RECESSED
REF
- REFERENCE
REFIR
- REFRIGERATOR
REL
- RELOCATE
REV
- REVISION OR REVISED
RM
- ROOM
RO
- ROUGH OPENING
RTD
- RATED
SCHEID
- SCHEDULE
SF
- SQUARE FEET/FOOT
SHT
- SHEET
Sim
- SIMILAR
SPEC
- SPECIFICATION
SPKLR
SPRINKLER
SPKR
SPEAKER
SQ
SQUARE
STD
STANDARD
STL
STEEL
STOR
STORAGE
STRL
STRUCTURAL
STRUC
STRUCTURAL
SYMM
SYMMETRICAL
TBD
- TO BE DETERMINED
TEL
- TELEPHONE OR TELECOM
TEMP
- TEMPERED
THK
- THICKNESS
TO
- TOP OF
TOS
- TOP OF SLAB
TYP
- TYPICAL
UON
- UNLESS OTHERWISE NOTED
UPS
- UNINTERRUPTED POWER SUPPLY
VCT
- VINYL COMPOSITION TILE
VIF
- VERIFY IN FIELD
W/
- WITH
WC
- WATER CLOSET
WD
- WOOD
W/O
- WITHOUT
BUILDING SUMMARY
1. PROJECT ADDRESS:
WESTERN FOODS
ANDOVER EXECUTIVE PARK, BUILDING 13
641 INDUSTRY DRIVE
TUKV(ILA, WA 98188
2. APPLICABLE CODES & ORDINANCES:
2015 INTERNATIONAL BUILDING CODE WITH STATEWIDE AMENDMENTS
ICC/A14SI A117.1-09, ACCESSIBLE AND USABLE BUILDINGS AND FACILITIES, WITH
STATEWIDE AMENDMENTS
2015 INTERNATIONAL RESIDENTIAL CODE WITH STATEWIDE AMENDMENTS
2015 INTERNATIONAL MECHANICAL CODE WITH STATEWIDE AMENDMENTS
2015 INTERNATIONAL FUEL GAS CODE WITH STATEWIDE AMENDMENTS (PART OF THE
IMC ADOPTION)
2015 INTERNATIONAL FIRE CODE WITH STATEWIDE AMENDMENTS
2015 UNIFORM PLUMBING CODE WITH STATEWIDE AMENDMENTS
2015 INTERNATIONAL ENERGY CONSERVATION CODE/WASHINGTON STATE ENERGY CODE
2015 INTERNATIONAL EXISTING BUILDING CODE WITH STATEWIDE AMENDMENTS FOUND IN
THE IBC
NATIONAL ELECTRICAL CODE (NFPA 70)
3. GENERAL BUILDING DESCRIPTION:
TYPE OF CONSTRUCTION: TYPE VB
FIRE RESISTIVE SYSTEM: NON-SPRINKLERED
OCCUPANCY TYPE: F1 AND B OFFICE
4. FIRE RESISTIVE CONSTRUCTION REQUIREMENTS:
SHAFT ENCLOSURES: N/A
EXIT STAIR ENCLOSURES: N/A
CORRIDORS: N/A
5. EXITS:
APPROXIMATE AREA OF CONSTRUCTION: 6,114 SQFT
TOTAL APPROXIMATE SUITE AREA: OFFICE: 1,618 SQFT (SEE G.O.2 PLAN FOR DETAILS)
OCCUPANT LOAD FACTOR: OFFICE: 100, TRAINING: 20, ASSEMBLY: 15,
KITCHEN: 200, WAREHOUSE: 500
NUMBER OF TOTAL PROPOSED OCCUPANTS: 86 OCC. (SEE G.O.2 PLAN FOR DETAILS)
NUMBER OF EXITS REQUIRED: 2 REQUIRED; 2 PROVIDED
MINIMUM EGRESS WIDTH REQUIRED: 3'-81'
MAXIMUM COMMON PATH OF EGRESS TRAVEL: 75' (ACTUAL: 52'-8")
6. PROJECT DESCRIPTION:
NON-STRUCTURAL INTERIOR TENANT IMPROVEMENT. WORK INCLUDES NON-STRUCTURAL
DEMOLITION, NEW PARTITIONS, DOORS, SIDELIGHTS, CASEWORK AND FINISHES.
7. TENANT USE OF SITE: NATIONAL CORPORATE FOOD SERVICE SALES OFFICE, DISTRIBUTIONA
AND TRAINING ROOM FOR DEMONSTRATIONS & MARKETING STRATEGIES.
STREET MAAP
DEFINITIONS AND DIMENSIONS KEY PLAN FLOOR PLATE 1 :25'
A. DEFINITIONS: ANDOVER EXECUTIVE PARK
BUILDING 13
1. "TYPICAL" OR "TYP" INDICATES IDENTICAL COMPLETE SYSTEM FOR THE CONDITION NOTED. 641 INDUSTRY DRIVE EXIT EXIT EXIT
TUKWILA, WA 98188
2. "SIMILAR" OR "SIM." INDICATES COMPLETE SYSTEM AND COMPONENTS COMPARABLE TO
THE CHARACTERISTICS FOR THE CONDITION NOTED.
3. "AS REQUIRED" INDICATES CONTRACTOR SHALL PROVIDE COMPONENTS REQUIRED TO
COMPLETE THE NOTED SYSTEM AS INDICATED IN THE PROJECT DOCUMENTS.
SYMBOLS 4. "ALIGN" INDICATES ACCURATELY PROVIDE FINISH FACES OF MATERIALS IN STRAIGHT,
TRUE, AND PLUMB RELATION ADJACENT MATERIALS.
ELEVATION REFERENCE SYMBOL INDICATES FINISHED 5. "CLEAR" INDICATES CRITICAL DIMENSION AND SHALL SET PRECEDENT FOR LAYOUT OF
U - DETAIL ID SURFACES TO ALIGN PARTITIONS.
L'� Ah, R DRAWING TITLE BAR DETAIL IDENTIFICATION B. DIMENSIONS:
SHEET NO. DRAWING TITLE 1. DIMENSIONS ARE INDICATED TO THE FACE OF FINISHED SURFACE AT ALL NEW AND
D GRAPHICAL SCALE EXISTING CONSTRUCTION, CENTER OF COLUMNS OR GRID LINES UNLESS OTHERWISE NOTED.
.SECTION REFERENCE SYMBOL �TITLE I
2. ALIGNMENT OF PARTITIONS AND FINISHES AS SCHEDULED SHALL BE STRAGHT, TRUE & LONGEST COMMON
0
V PLUMB. DIMENSIONAL LAYOUT SHALL BE IN THE FOLLOWING PRIORITY ORDER. PATH OF EGRESS
A. STRUCTURAL DRAWINGS TRAVEL: 52'-8"
FLOOR ELEVATION SYMBOLS B. LARGE SCALE DETAILS
,k 92'-0" +1'-0" NOMINAL FLOOR C. SMALL SCALE DETAILS
_T - /_ ELEVATION D. ENLARGED PLANS AND SECTIONS
DETAIL REFERENCE SYMBOL HEIGHT (ABOVE/BELOW) E. FLOOR PLANS
K_DT_LN� BUILDING SPACE / ROOM ID 3. MINIMUM DIMENSIONS FOR ACCESSIBILITY CLEARANCES AND BUILDING CODE
OFFICE SPACE NAME REQUIREMENTS SHALL BE MAINTAINED. k\�, EME 3
a
COLUMN AND/OR GRID LINE SYMBOL 1127 SPACE NUMBER 4. FLOOR ELEVATIONS ARE INDICATED AT THE FACE OF THE STRUCTURAL SLAB, UNLESS 0
DIMENSION LINE: DOOR SYMBOL OTHERWISE NOTED.
20' - 0 5. VERTICAL DIMENSIONS ARE INDICATED FROM THE FLOOR ELEVATION TO FACE OF
Ilk FINISHED MATERIAL, UNLESS NOTED ABOVE FINISH FLOOR - "AFF".
DOCUMENT SHEET SYMBOL 6. CEILING HEIGHTS ARE INDICATED FROM THE FLOOR ELEVATION TO THE FACE OF
SUSPENDED ACOUSTIC CEILING GRID OR FACE OF FINISH MATERIAL FOR OTHER CEILING
Z_ ANGLE q> KEYED SHEET NOTES TYPES, UNLESS OTHERWISE NOTED. EXIT
@ AT GLAZING SYMBOL 7. DOCUMENTS ARE -DRAWN DIAGRAMMATICALLY, AND SCALED DIMENSIONS ARE APPROXIMATE.
CENTERLINE DIMENSIONS SHALL INDICATE REQUIRED SIZE, CLEARANCES, AND RELATIONSHIPS ARE
A REVISION NUMBER INDICATED BY DIMENSIONS AS NOTED.
PROJECT TEAM
TENANT:
Western Foods
ANDOVER EXECUTIVE PARK,
BUILDING 13
641 INDUSTRY DRIVE
TUKWILA, WA 98188
ATTN: BILL HEPLER
ARCH ITECT/DESIGN ER:
Burgess Design, Inc.
1326 - 5th Avenue, Suite 400
Seattle, Washington 98101
Tel: 206.587.7120
Fax: 206.587.7122
ATTN: RANDY MORGAN
BUILDING PROPERTY MANAGER:
Scanlan Kemperbard Companies
617 Industry Drive
Tukwila, Washington 98188
Tel: 206.575-6675
Fax: 206.587.7122
ROSS BECKLEY
GENERAL CONTRACTOR:
"0
TBD
'o
PLUMBING ENGINEER:
7
TBD - Bidder Design Build
by G.C.
MECHANICAL ENGINEER:
7
TBD - Bidder Design Build
by G.C.
ELECTRICAL ENGINEER:
0
TBD - Bidder Design Build
by G.C.
FIRE/LIFE SAFETY ENGINEER:
TBD - Bidder Design Build
by G.C.
PLUMBING, MECHANICAL, ELECTRICAL,
LIFE SAFETY PERMITS UNDER SEPARATE
SUBMITTALS.
LEGAL DESCRIPTION / PARCEL NO.
PARCEL NUMBER: 022340-0010 ,
FILI, Co
LEGAL DESCRIPTION: ANDOVER INDUSTRIAL PARKJ5 LESS UP RR20 rr/w
R �
Poermit F40, LR H (9
Plan "PProva
"Dview . - 1 If)' 3-ublect to errors and omi,sions.
Approval of construction documents does not awki'loizo
the violation of any adopted code or ordinance. l:3eceipt
Of approved Field . Copy ond" is acknOwledgad:
f3y:
Date:
. . . . ......
CitY Of Tukwila
BUILDING DIVISION
DRAWING
DRAWING ISSUED
'o
"0
'0
'o
0
7
7
7
7
7
0
n
N
0
0-
10.21.16
0
0
0
0
tpprovah)t-
iivision-I
pIaniSUbMAt86ic Stamp Location
revirm foes. I
INDEX
IXIXIXIXIXI I I G.O.0 COVER SHEET / PROJECT INFORMATION
IXIXIXIXIXI -1 1 G.O.1 PROJECT NOTES
I I X I X I X I X I i I G.O.2 SITE PLAN/PLUMBING
EXIT
NG PLAN
Tenant:
WESTERN FOODS/CORE GROUP
ANDOVER EXECUTIVE PARK BUILDING 13
641 INDUSTRY DRIVE
TUKWILA, WA 98188
A Tenant Improvement for:
SKB COMPANY
ANDOVER EXECUTIVE PARK
617 INDUSTRY DR.
TUKWILA, WA 98188
BURGESS
INTERIOR ARCHITECTURE
1326 Fifth Avenue, Suite 400 1 Seattle, WA 98101 T 206 587 7120 W BurgessPNW.corn
All reproduction & intellectual property rights reserved c 2015
Approved by: Date:
CONSTRUCTION WORK SHALL NOT PROCEED UNTIL
THE BUILDING OWNER / REPRESENTATIVE AND
BUILDING TENANT HAVE GIVEN THEIR APPROVAL TO
THESE CONSTRUCTION DOCUMENTS. APPROVAL BY
THESE PARTIES SHALL BE INTERPRETED AS
APPROVAL OF DRAWINGS FOR CONTENT, FINISH
SELECTIONS, SCOPE OF WORK, AND ALL DIMENSIONS
REGARDED BY EITHER PARTY AS BEING NECESSARY
TO THEIR OPERATIONS, USE OF THE SPACE,
FURNISHINGS, AND TENANT EQUIPMENT AND
FURNITURE INSTALLATIONS.
CONSTRUCTION AND/OR INITIATION OF
CONSTRUCTION, AUTHORIZED BY THE BUILDING
OWNER FROM THESE CONSTRUCTION DOCUMENTS,
SHALL BE INTERPRETED BY THE DESIGNER AS
APPROVAL IN FULL OF THESE CONSTRUCTION
DOCUMENTS BY BOTH THE BUILDING OWNER
REPRESENTATIVE AND THE TENANT.
Professional seal
LLL ALAN MORGAN
OF WASHINGTON
3 rZ R'� R �71 r:-! EJ P 2 � 4 1 T
No. Issue Description
Date
Az-QU2,E_--D FOFI:
REVIEW SET
08.15.16
0,10achanled
Electricd
REVISED REVIEW SET
08.23.16
FINAL REVIEW SET
09.12.16
Gas Piping
CRY of TUkW11a
!k!!LD1 G DIVISION
PERMIT SET
09.20.16
A CORRECTIONS SET
10.21.16
REVISIONSI
Ho changes ihall be mn(
of work witholit prior;
Tukwila Building C
NOTE: Revisions will require alnew
and may include additional 01an
e to the scope
tpprovah)t-
iivision-I
pIaniSUbMAt86ic Stamp Location
revirm foes. I
REVIEWED FOR
CODE COMPLIANCE
APPROVED
NOV 2 2 2016
City of TILa
BUILDING DIVISION
CORRECTION
LTR# -----1
P 7
0
RECEIVED
CITY OF TUKWILA
OCT 24 2016
PERMIT CENTER
Drawn by: JG/MK Project Manager: RM
Project No: 16.3405.00
COVER SHEET /
PROJECT INFORMATION
Original drawing is 24" x 36". Scale entities accordingly if reduced
G,000
PROJECT NOTES
1. THESE PROJECT NOTES ARE GENERIC IN NATURE. CONTRACTORS INSTRUCTIONS FOR CONSTRUCTION ADMINISTRATION MAY VARY
BASED ON THE CONTRACT BETWEEN BUILDING MANAGEMENT AND TENANT. VERIFY WITH BUILDING MANAGEMENT ALL CONSTRUCTION
REQUIREMENTS AND CONSTRUCTION ADMINISTRATION RESPONSIBILITIES. THE DESIGNER MAY NOT HAVE CONSTRUCTION
ADMINISTRATION OBLIGATIONS.
2. PLUMBING, ELECTRICAL, MECHANICAL & LIFE SAFETY SHALL BE PERFORMED UNDER THE DESIGN/BUILD CONTRACT, UNO. ALL
WORK SHALL BE TO CODE. ANY INFORMATION ON THESE DRAWINGS ARE FOR REFERENCE AND SCHEMA11C DESIGN ONLY.
CONTRACTOR IS RESPONSIBLE FOR ALL ASPECTS OF THE DESIGN. VERIFY REQUIREMENTS OF BUILDING MANAGEMENT AND TENANT.
REVIEW OF SHOP DRAWINGS, IF APPROPRIATE, IS FOR AESTHETIC REASONS ONLY.
3. VERIFY BUILDING STANDARDS WITH BUILDING MANAGEMENT WHEN WORKING IN SUITES WITH NON BUILDING STANDARD ELEMENTS.
VERIFY PREFERRED DETAILING OF THESE ELEMENTS WITH BUILDING MANAGEMENT.
4. VERIFY ALL RULES, GENERAL CONDITIONS AND SPECIALIZED BUILDING REQUIREMENTS WITH THE BUILDING MANAGEMENT.
5. VERIFY LEED REQUIREMENTS WITH BUILDING MANAGEMENT.
DIVISION I - GMERAIL COND1111110INIS
1. GENERAL DESCRIPTION OF THE PROJECT. NON-STRUCTURAL INTERIOR TENANT IMPROVEMENT OF A COMMERCIAL OFFICE SUITE.
UON.
2. WHERE NO BUILDING STANDARDS EXIST FOR MATERIALS CALLED OUT AS "BUILDING STANDARD- ON THE PLANS, THE
CONTRACTOR SHALL SO ADVISE BURGESS DESIGN WITHIN TEN (10) DAYS OF THE CONTRACTOR'S RECEIPT OF THE PLANS SO THAT
BURGESS DESIGN MAY MAKE ALTERNATE SELECTIONS.
3. CONTRACTOR SHALL VERIFY ALL REQUIREMENTS OF EXACT SIZE AND QUANTITY OF EQUIPMENT FURNISHED BY THE TENANT,
INCLUDING REQUIREMENTS FOR MECHANICAL AND ELECTRICAL SERVICES, AND IS RESPONSIBLE FOR ALL ROUGH -IN CONNECTIONS.
EACH SUBCONTRACTOR IS RESPONSIBLE FOR ANY DAMAGE TO ADJACENT WORK AND SHALL REPAIR SAID DAMAGE AT THEIR OWN
EXPENSE.
4. FIRE/EMERGENCY SYSTEMS INCLUDE, BUT ARE NOT LIMITED TO, SPRINKLER MODIFICATIONS, FIRE EXTINGUISHER PLACEMENT,
AUDIBLE ALARMS, SMOKE AND HEAT DETECTORS, STROBES, AND EXIT SIGN PLACEMENT.
5. ALL DESIGN BUILD INFRASTRUCTURE SHALL BE UNDER A SEPARATE PERMIT BY CONTRACTOR.
6. WORK NOT INCLUDED: CONTRACTOR SHALL PROVIDE THE FOLLOWING ITEMS DESCRIBED IN THE SPECIFICATIONS AND SHOWN ON
THE PLANS EXCEPT FOR THE ITEMS INDICATED "N.I.C.- (NOT IN CONTRACT), SUCH AS TELEPHONE AND DATA CABLES, OFFICE
FURNITURE, EQUIPMENT AND MOBILE KITCHEN APPLIANCES.
7. CONTRACTOR TO PROVIDE ALL FIRE/EMERGENCY SYSTEMS AS REQUIRED BY ALL APPLICABLE CODES. FIRE/EMERGENCY
SYSTEMS INCLUDE BUT NOT LIMITED TO SPRINKLER MODIFICATIONS, FIRE EXTINGUISHERS, AUDIBLE ALARMS, STROBES, SPRINKLERS,
SMOKE AND HEAT DETECTORS, AND EXIT SIGNS.
8. EVERY EXIT DOOR SHALL BE OPERABLE FROM THE INSIDE WITHOUT THE USE OF A KEY OR ANY SPECIAL KNOWLEDGE OR
EFFORT, AND SHALL BE EQUIPPED WITH PANIC HARDWARE WHERE REQUIRED AND INDICATED.
9. ANY MATERIAL USED IN CONSTRUCTION SHALL MEET CURRENT FLAME CODE REGULATIONS.
10. ALL ELECTRICAL, PLUMBING AND MECHANICAL MATERIAL INSTALLATIONS SHAH COMPLY WITH THE BUILDING SHEH STANDARD
SPECIFICATIONS.
11. THE GENERAL CONTRACTOR SHALL LAY OUT THE WORK IN CONFORMITY WITH THE REQUIREMENTS OF CONTRACT DOCUMENTS,
AND WILL BE HELD RESPONSIBLE FOR PROPER ESTABLISHMENT AND MAINTENANCE OF ALL LINES AND DIMENSIONS. BEFORE DOING
AND WORK, THE GENERAL CONTRACTOR SHALL VERIFY ALL MEASUREMENTS AND CONDITIONS AT THE SITE AND NOTIFY THE
ARCHITECTS OF ANY DISCREPANCIES.
12. THE CONTRACTORS SHALL USE DIMENSIONS ONLY. DO NOT SCALE PLANS. ALL DIMENSIONS ARE TO FINISHED FACE UNLESS
OTHERWISE NOTED.
13. MATERIALS: ALL MANUFACTURED ARTICLES, MATERIALS, AND EQUIPMENT SHALL BE APPLIED AS RECOMMENDED BY
MANUFACTURERS. ALL LIKE MATERIALS USED SHALL BE OF THE SAME MANUFACTURER AND QUALITY UNLESS OTHERWISE SPECIFIED.
ALL MATERIAL, EQUIPMENT AND FIXTURES SHALL BE CODE WORTHY WITH ALL PROPER JURISDICTIONAL APPROVALS.
14. CONFIRM LONG LEAD ITEMS AT THE START OF THE JOB AND REPORT TO DESIGNER AND BUILDING MANAGEMENT ANY
SCHEDULE CONFLICTS.
15. CONFIRM ALL WARRANTEE PERIOD WITH BUILDING MANAGEMENT. IN LIEU OF STANDARD ALL WORK SHALL BE WARRANTED FOR
ONE YEAR.
16. CONFIRM STRUCTURAL SYSTEM OF BUILDING AND USE APPROPRIATE CONNECTION TECHNICS. UTILIZE REBAR OR TENDON
DETECTION TECHNOLOGY TO LOCATE EXISTING STRUCTURE IN CONCRETE SLABS AND OTHER ON SITE CONDITIONS.
DIVISON 0 - SFTIE WORK MO DEkUXMON
1. FURNISH ALL LABOR, MATERIALS AND EQUIPMENT AS REQUIRED TO COMPLETE THE DEMOLITION AND REMOVAL OF ALL ITEMS
LOCATED IN THE CONSTRUCTION AREAS. UPON COMPLETION OF ALL DEMOLITION WORK, ALL AREAS SHALL BE LEFT BROOM CLEAN.
2. DEMOLITION OF TELEPHONES, ELECTRICAL, VCICE/DATA AND PANELS ARE TO BE REMOVED BACK TO ORIGINATING SOURCE.
DEMOLITION OF CORES AND RELATED CABLING TO BE REMOVED FROM TENANT SPACES BELOW.
3. DURING THE REMOVAL OF ANY ENVIRONMENTALLY HAZARDOUS MATERIALS, PROTECTION GUIDELINES SHOULD BE STRICTLY
FOLLOWED BY CODE OR LOCAL GOVERNING AUTHORITY. VERIFY ALL REQUIREMENTS WITH BUILDING OWNER.
4. ALL EXISTING CONSTRUCTION ITEMS THAT INTERFERE WITH THE CONSTRUCTION NEGOTIATED BY THE PRICING PLAN / SPACE
PLAN WITH WORK LEITER SHALL BE REMOVED, RELOCATED, OR KEPT FLUSH IN CEILING, WALL, OR FLOOR AS REQUIRED.
5. ALL DAMAGED, ALTERED OR REWORKED AREAS SHALL BE PATCHED AS REQUIRED AND FINISHED TO MATCH EXISTING ADJACENT
AREAS OR AS SPECIFIED TO PROVIDE A "LIKE -NEW FINISH".
6. CONTRACTOR SHALL PROVIDE PLASTIC SHEETING OR OTHER APPROPRIATE BARRIER TO CONTROL DUST AND DEBRIS SUCH THAT
IT DOES NOT AFFECT AREAS OUTSIDE THE AREA OF WORK.
7. CONTRACTOR SHALL PROVIDE ALL DUE CAUTION FOR SITE WORK. CALL 811 BEFORE STARTING ANY SITE WORK.
WISON V! - ARGHTTECTURAL CARPEIM AND rAS3=
1. ROUGH CARPENTRY TO INCLUDE ANY WOOD STUDS, FURRING, BLOCKING, ROUGH FRAMING, WOOD CURBS, BUCKS, NAILERS,
BACKING, FIXTURE FRAMING, EQUIPMENT SUPPORTS, ETC. AS DETAILED.
1. FINISH CARPENTRY TO INCLUDE INSTALLATION OF ALL FIXTURES AND ASSOCIATED TRIMS, HARDWARE AND NOSINGS.
2. PROVIDE INTERIOR DOOR AND SIDELIGHT FRAMES AS SCHEDULED.
3. CABINET CONSTRUCTION: COMPLY WITH THE A.W.I. ARCHITECTURAL WOODWORK QUALITY STANDARDS FOR CUSTOM GRADE WORK.
CABINETS SHALL BE FLUSH CONSTRUCTION.
4. PROVIDE PARTICLE BOARD, MED. DENSITY, WEIGHING <40 LB./CU. Fr., AT LEAST 3/4" THICK.
5. CABINET HARDWARE: FULL EXTENSION DRAWER GLIDES, STAINLESS STEEL CABINET PULLS, US32D FINISH, AND CONCEALED DOOR
HINGES, SHELF HARDWARE AND OTHER REQUIRED ITEMS, UON IN ELEVATIONS / DETAILS, OR PER BUILDING STANDARD.
6. PLASTIC LAMINATE: HIGH-PRESSURE DECORATIVE LAMINATE SELECTED FROM WILSONART, NEVAMAR, AND FORMICA, UON.
LAMINATE TO BE GENERAL-PURPOSE GRADE .050" HORIZONTAL AND .030" VERTICAL. SHELVING SHALL COMPLY WITH AWI SECTION
600.
7. CABINET HINGES SHALL BE 135 DEGREE FRAMELESS CONCEAl ED EUROPEAN STYLE HINGE AND FULL EXTENSION HEAVY DUTY
DRAWER GLIDES, UNO. CORNER UNITS SHALL BE 94 DEGREE HINGES.
8. INTERIOR CABINET SURFACES & SHELVES TO BE OF PREFINISHED BOARD WITH POLYESTER OVERLAY, UON.
9. SHELF EDGING TO BE P -LAM, LION.
10. SUBMIT SHOP DRAWING SUBMITTALS FOR ARCHITECT REVIEW.
1. WHEN PROJECT CONSISTS OF NEW RESTROOMS OR SHOWERS OR OTHER TYPES OF BUILD OUT. GC SHALL VERIFY ALL
WATERPROOFING REQUIREMENTS WITH BUILDING MANAGEMENT. PROVIDE WATERPROOFING PER MANUFACTURE'S SPECIFICATION.
2. ROOF WORK SHALL BE DONE UNDER BUILDING MANAGEMENTS WARRANTEE POLICY. VERIFY ALL REQUIREMENTS WITH BUILDING
MANAGEMENT.
1. PROVIDE AND INSTALL INTERIOR SUITE DOORS AS INDICATED ON DRAWINGS.
2. DOOR SCHEDULE SPECIFIES FINISH (BOTH SIDES OF DOOR) AND FRAME, UON.
3. DOORS SHALL BE PRE -MACHINED FOR HARDWARE PER HARDWARE SCHEDULE.
4. SUBMIT SHOP DRAWING SUBMITTALS FOR ARCHITECT REVIEW.
5. CONTRACTOR SHALL REVIEW SUITE FOR DOOR STYLE CHANGES AND VERIFY WITH ARCHITECT AND BUILDING MANAGEMENT THE
DOOR AND SIDELIGHT STYLE TO MATCH IF A VARIATION IS PRESENT.
6. PROVIDE FIRE PROTECTION IN ALL PENETRA71ONS IN RATED ASSEMBLIES.
7. IN OPEN CEILING CONDITIONS REPAIR OR REPLACE FIRE PROTECTION AS NEEDED.
8. IF SPRAY ON FIREPROOFING IS VISIBLE AND TO RECEIVE PAINT FINISH PROVIDE A SMALL AREA MOCK UP OF BOTH FIRE
PROOFING AND WALL SURFACE SO THAT THE COLOR CAN BE CORRECTED DUE TO THE SUBSURFACE CONDITIONS OF DISSIMILAR
MATERIALS.
9. PATCH AND REPAIR ANY FIREPROOFING AT SHAFTS, CORRIDORS AND OTHER RATED ASSEMBLIES AS NEEDED. MATCH EXISTING
RATINGS AND CONDITIONS. PROVIDE FIRESTOPPPING, SEALANT AND OTHER FIRE RATED ASSEMBLIES AS NEEDED. VERIFY WITH
BUILDING MANAGEMENT PREFERRED METHODS AND MATERIALS.
6. FINISH AND SPECIALTY HARDWARE INCLUDES ALL ACCESSORIES, TOOLS, AND FASTENERS REQUIRED FOR HARDWARE INSTALLATION
AND MAINTENANCE. ITEMS NOT SPECIFICALLY MENTIONED, BUT NECESSARY TO COMPLETE THE WORK, SHALL BE FURNISHED
MATCHING IN QUALITY AND FINISH OF SPECIFIED IN SIMILAR LOCATIONS.
7. PROVIDE ALL HARDWARE AS SPECIFIED PER THE HARDWARE SCHEDULE.
8. ALL LOCK SETS SHALL CONFORM TO THE BUILDING'S GRAND MASTER KEYING SYSTEMS. PROVIDE AT LEAST TWO (2) KEYS FOR
EACH LOCK AND TWO (2) MASTER KEYS FOR THE SUITE. ALL KEYS TO BE TAGGED WITH ROOM NUMBERS. CONFIRM QUANTITY
WITH BUILDING MANAGEMENT.
9. SUBMIT HARDWARE SCHEDULE WITH CATALOGUE CUT SHEETS FOR ARCHITECT REVIEW.
10. ALL DOORS SHALL HAVE A MINIMUM OF 1-1/2 PAIR OF BUTT HINGES, ONE LATCHSET OR LOCK SET, AND ONE DOOR STOP
TO MEET ACCESSIBILITY REQUIREMENTS.
11. ALL HARDWARE SHALL BE COMMERCIAL GRADE AND RATED AT REQUIRED ASSEMBLIES.
12. PROVIDE CLOSERS PER HARDWARE SCHEDULE AND AT ALL RATED ASSEMBLIES.
13. ALL HARDWARE SHALL MATCH BUILDING STANDARD IN STYLE AND FINISH.
14. SET UNITS LEVEL, PLUMB AND TRUE TO LINE AND LOCATION. ADJUST AND REINFORCE THE ATTACHMENT SUBSTRATE AS
NECESSARY FOR PROPER INSTALLATION AND OPERATION.
15. ADJUST AND CHECK EACH OPERATING ITEM OF HARDWARE AND EACH DOOR TO ENSURE PROPER OPERATION OR FUNCTION OF
EVERY UNIT. REPLACE UNITS WHICH CANNOT BE ADJUSTED TO OPERATE FREELY AND SMOOTHLY AS INTENDED FOR THE
APPLICATION MADE.
16. PROVIDE PROPER SMOKE GASKETS AT RATED ASSEMBLIES.
17. THE FOLLOWING UL LISTINGS ARE REQUIRED ON THE FOLLOWING HARDWARE:
PANIC HARDWARE - UL #305
FIRE EXIT HARDWARE - UL #106 & UL #305
ELECTROMAGNETIC LOCK HARDWARE - UL # FWAX-S-A-6635
THE CRASH BAR MUST BE AT LEAST 1/2 OF THE DOOR WIDTH AND OPEN FORCE NO MORE THAN 5 LBS. VERIFY WITH BUILDING
STANDARD & MANAGEMENT AND INFORM ARCHITECT IF BUILDING STANDARD DOESN'T COMPLY.
18. ALL EXTERIOR DOORS SHALL HAVE CODE REQUIRED U VALUE AND WEATHER STRIPPING.
19. ALL GLASS AT SIDELIGHTS AND DOORS SHALL BE 1/4- TEMPERED SAFETY GLAZING, UON.
20. CONTRACTOR SHALL VERIFY GLASS THICKNESS IS APPROPRIATE FOR DIMENSIONS AND SPANS.
21. THIS PROJECT MAY CONTAIN GLAZING THAT WILL BE SUBJECT TO FEDERAL GLAZING STANDARDS. GLAZING SUBCONTRACTOR
SHALL BE RESPONSIBLE FOR ADHERENCE TO THE REQUIREMENTS. IF GLAZING SUBCONTRACTOR FINDS ANYTHING IN THE
DOCUMENTS NOT IN COMPLIANCE WITH THE STANDARD, THEY SHALL BRING DISCREPANCIES TO THE ATTENTION OF THE ARCHITECT
BEFORE PROCEEDING WITH THE WORK.
22. RATED GLASS (CERAMIC) RELITE SHALL BE PREMIUM POLISHED FINISH. GLAZING SHALL COMPLY WITH IBC 716.3
DIVEM OX - FINISHES
1. INCLUDE NECESSARY MATERIALS, LABOR AND ACCESSORIES FOR THE INSTALLATION OF ALL PARTITIONS AS SHOWN IN THE
PLANS.
2. "WALL SURFACES* MEAN ALL VERTICAL SURFACES INCLUDING COLUMNS WHERE EXPOSED, CONVECTOR OR RADIATOR
ENCLOSURES, FASCIAS, RETURNS, PLYWOOD BACKBOARDS, ETC.
3. ALL PARTITION HEADS SHALL MATCH BUILDING STANDARD, UON.
4. WALLS SHOWN ALIGNED WITH BASE BUILDING STRUCTURE SHALL BE FLUSH AND SMOOTH WITH BASE BUILDING STRUCTURE,
UON.
5. SEISMIC BRACING: PROVIDE SEISMIC BRACING AS REQUIRED PER THE LATEST BUILDING CODES TO THE PARTITION HEADS AND
CEILING GRID.
6. FRAMING STUDS: GALVANIZED STEEL STUDS PER CONSTRUCTION PLANS. PROVIDE WITH SHEET METAL BACKING WITHIN ALL
WALLS RECEIVING CASEWORK (CABINETS, BOOKSHELVES, ETC.). VERIFY STUD SIZE MATCHES DOOR FRAMES IN STOCK IF
APPLICABLE.
7. CONTRACTOR SHALL PROVIDE AND LOCATE ACCESS PANELS AS REQUIRED AFTER INSTALLATION OF MECHANICAL DUCTS,
PLUMBING, AND ELECTRICAL WORK. FIRE RATE AS REQUIRED.
8. ALL DRYWALL TO BE 5/8' TYPE Y UNLESS OTHERWISE NOTED. PROVIDE "M/R" TYPE DRYWALL OR CEMENT BOARD WHERE
REQUIRED BY CODE AND AT ALL TOILET ROOMS, AND BEHIND CERAMIC TILES, UON.
9. INSTALL CORNER BEADS AT ALL EXTERNAL CORNERS. INSTALL METAL EDGE TRIM WHENEVER EDGE OF GYPSUM BOARD WOULD
OTHERWISE BE EXPOSED OR SEMI -EXPOSED.
10. PRIOR TO RECEIVING FINISH, ALL SURFACES SHALL BE PROPERLY PREPARED AS REQUIRED TO RECEIVE FINAL FINISHING AS
SPECIFIED.
11. EXTEND ALL SOFFIT FRAMING TO STRUCTURE ABOVE. PROVIDE STRUCTURAL DIAGONAL BRACING AS NECESSARY.
12. PROVIDE FRAMING FOR SUSPENDED CEILING WITH SEISMIC BRACING IN ACCORDANCE WITH REQUIREMENTS OF APPLICABLE
CODES AND AS SHOWN ON DRAWINGS.
13. USE ACOUSTICAL SEALANT AROUND ALL PIPES, DUCTS, CONDUIT, OUTLETS, SWITCHES, ETC. ON BOTH SIDES OF
CROSSING/PENETRATING WALLS WITH ACOUSTICAL INSULATION. PENETRATIONS OF FIRE -RATED WALLS SHALL BE PROTECTED BY
APPLICABLE FIRE -RATED ASSEMBLIES AND MATERIALS.
14. FIRE AND SMOKE SEPARATION ASSEMBLIES SHALL BE MARKED AS REQUIRED IN IBC SECTION 703.7.
15. PROVIDE NEW CEILING TILE, CEILING GRID AND ALL ACCESSORIES AS REQUIRED TO INSTALL SUSPENDED ACOUSTICAL CEILINGS
AS INDICATED ON DRAWINGS.
16. PROVIDE SEISMIC BRACING AS REQUIRED BY CODE AT NEW CEILING WORK ONLY. VERIFY WITH BUILDING MANAGEMENT IF
EXISTING CONDITIONS ARE SEISMICALLY BRACED OR PROVIDE PER CODE.
17. COORDINATE WORK WITH OTHER TRADES HAVING WORK IN THE CEILING AND THE TELEPHONE AND DATA CABLE COMPANIES
WHEREVER THEIR RESPECTIVE WORK IS CONTIGUOUS.
18. PROVIDE CUTOUTS AND OTHER SPECIAL PROVISIONS IN ACOUSTICAL WORK AS REQUIRED FOR LIGHTING FIXTURES, REGISTERS,
DIFFUSERS, SPRINKLERS, AND OTHER INSERTED ITEMS.
19. ALL CUTOUTS SHALL BE CENTERED WITHIN ACOUSTIC CEILING TILE, UON.
20. ALL MATERIALS SHALL HAVE CLASS 1 FLAME SPREAD RATING AND BE INSTALLED IN ACCORDANCE WITH MANUFACTURER'S
SPECIFICATION AND CODES.
21. ALL JOINTS IN THE TILE FIELD SHALL BE SQUARE, LEVEL AND PERFECTLY ALIGNED WITH EACH OTHER.
22. INSTALLED SUSPENDED CEILINGS TO BE LEVEL WITHIN A TOLERANCE OF 1/8- IN 12'-0-. ANCHOR AS REQUIRED.
23. IN AREAS OF ALTERATIONS CONTRACTOR SHALL MATCH CONDITIONS AND MAKE EVERY EFFORT TO ALIGN, LEVEL AND MATCH
NEW CEILING TO OLD. CONTRACTOR SHALL REVIEW ALL CEILINGS UPON COMMENCEMENT OF THE PROJECT AND INFORM THE
BUILDING MANAGEMENT OF ANY DISCON11NUITIES IN THE CEILING WITHIN 10 DAYS.
24. ADJUST PARTITION HEAD DETAIL TO MATCH EXISTING CEILING CONDITIONS IF NECESSARY.
25. IN OPEN CEILING CONDITIONS OR IF CLOUDS ARE SPECIFIED, PROVIDE ALL WORK SUITABLE FOR AN EXPOSED AND VISIBLE
CONDITION. HANGING, CONDUIT, DUCTWORK AND OTHER ITEMS SHALL BE PLUM AND TRUE. VERIFY ALL REQUIREMENTS WITH
BUILDING OWNER CONCERNING MAINTAINING THE RETURN AIR PLENUM. PROJECTS THAT CONVERT ACT SPACE INTO OPEN SPACE
SHALL HAVE THE FINISH OF THE OLD INTERSTITIAL SPACE FINISHED WITH GWB TO A LEVEL FLOOR FINISH, UNO. THIS MAY
REQUIRE FURRING OR STUDS EXTENDED TO THE UNDERSIDE OF STRUCTURE.
26. PROVIDE ACOUSTICAL INSULATION BETWEEN FRAMING STUDS AND EXTENDING TWO FEET ON EACH SIDE OF PARTITION HEAD
ABOVE CEILINGS FOR ALL WALLS NOTED PER PLANS.
27. NEW DEMISING WALL CONSTRUCTION TO HAVE SOUND BATT INSULATION BETWEEN FRAMING STUDS AND TWO FEET OF
INSULATION ON EITHER SIDE OF THE PARTITION HEAD ABOVE CEILING GRID, UON.
28. PROVIDE VCT, SHEET LINOLEUM, SHEET VINYL AND RUBBER BASE AS INDICATED IN DRAWINGS. COLOR AND MANUFACTURER
PER FINISH SCHEDULE.
29. PROVIDE RUBBER -REDUCING STRIPS IN COLOR TO MATCH SPECIFIED BASE, UNO. REDUCING STRIPS TO OCCUR AT ALL AREAS
OF FLOOR MATERIAL TRANSITION. USE STAINLESS STEEL TRANSITION AT TILE TO DISSIMILAR MATERIAL, UNO.
30. BASE TO BE INSTALLED IN LONGEST AVAILABLE LENGTH WITH NO PIECE LESS THAN 12*. NO JOINTS AT OUTSIDE CORNERS OR
WITHIN 6" OF CORNERS. VERIFY HEIGHT OF RUBBER BASE REQUIRED WITH BUILDING MANAGEMENT. 4.5" MAY BE NECESSARY.
31. PATCH, LEVEL AND PREPARE SUB FLOORING WITH CEMENTITIOUS UNDERLAY PER MFR'S WRITTEN INSTRUCTIONS IN AREAS TO
RECEIVE NEW FLOORING. MAX. ALLOWABLE TOLERANCE = 1/4* OVER 10'.
32. GENERAL CONTRACTOR SHALL APPLY FLOOR WAX TO NEW FLOORING AREAS PER MANUFACTURERS SPECIFICATION, UON.
33. UNLESS SPECIFIED ALL RUBBER BASE SHALL BE COVED BASE.
34. PROVIDE AND INSTALL COMMERCIAL GRADE CARPET AS INDICATED IN DRAWINGS.
35. PROVIDE SEAMING DIAGRAMS FOR ARCHITECT'S REVIEW.
36. UNLESS OTHERWISE NOTED, PRIME ALL GWB WALL SURFACES AND PAINT WITH MINIMUM OF TWO (2) FINISH COATS OF
BENJAMIN MOORE EGGSHELL FINISH LATEX PAINT OR APPROVED EQUAL, UON. PROVIDE FOR NUMBER OF PAINT COLORS AS
INDICATED IN ERAWINGS. VERIFY STANDARD LEVEL OFnNISH WITH BUILDING MANAGEMENT.
37. FINISH DOORS, DOOR FRAMES, AND SIDELIGHT FRAMES AS INDICATED IN DRAWINGS.
A) PAINTED WOODWORK TO BE FINISHED WITH ONE (1) COAT PRIMER AND TWO
(2) FINISH COATS.
B) SEALED WOODWORK TO BE STAINED PER FINISH SCHEDULE AND SEALED WITH
A COMMERCIAL GRADE CLEAR SATIN VARNISH.
38. PAINT FOR THE LIGHT SURFACES TO CONFORM TO THE REQUIREMENTS OF THE "ARCHITECTURAL SPECIFICATIONS MANUAL"
(AWS) FOR PAINT SYSTEMS. LATEX PAINT- AWS SYSTEM 3-B 'CUSTOM' (1) COAT PRIMER AND TWO (2) FINISH COATS. GRADE
LIGHT COLOR PAINT FINISH ON GYPSUM BOARD SURFACES.
39. PAINT FOR THE DARK SURFACES TO CONFORM TO THE REQUIREMENTS FOR THE "ARCHITECTURAL SPECIFICATIONS MANUAL"
(AWS) FOR PAINT SYSTEMS. LATEX PAINT. AWS SYSTEM 3-B -CUSTOM' (1) COAT PRIMER AND TWO (2) FINISH COATS. GRADE
DEEP TONE PANT FINISH ON GYPSUM BOARD SURFACES.
40. UPON COMPLETION OF WORK, REMOVE EXCESS PAINT, STAIN, VARNISH, ADHESIVE, CAULK, ETC. FROM ALL OTHER SURFACES
THAT WERE NOT SPECIFIED TO RECEIVE SAME.
41. TOUCH-UP AND PATCH SURFACES AS REQUIRED AFTER THE COMPLETION OF WORK BY OTHER TRADES.
42. WHERE COLUMNS OCCUR IN AREAS SCHEDULED TO BE FINISHED, THEY SHALL RECEIVE THE SAME FINISH AS THE ROOM, UON.
43. ALL PAINTED SURFACES SHALL BE PREPARED IN STRICT ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS (ESPECIALLY IN
REGARD TO THE PRIMING OF EXISTING SURFACES).
44. PUTTY ALL NAIL HOLES, COUNTERSUNK SCREWS, BOLTS, CRACKS, ETC. BEFORE APPL.YING FINISH.
45. SAND ALL WOOD SURFACES SMOOTH AND EVEN BEFORE APPLYING FINISH.
46. SAND ENAMELED FINISHES APPLIED TO WOODS OR METAL BETWEEN COATS WITH FINE SANDPAPER TO PRODUCE SMOOTH
FINISH.
47. MAKE FINISH WORK UNIFORM AND SMOOTH, FREE OF RUNS, SAGS, DEFECTIVE BRUSHING AND CLOGGING. MAKE EDGES OF
PAINT ADJOINING OTHER MATERIALS OR COLORS SHARP AND CLEAN WITHOUT OVERLAPPING.
48. CHANGE PAINT FORMULATION AS REQUIRED FOR DIFFERENT ENVIRONMENTS, MATERIALS AND SURFACE PREPARATIONS.
49. VERIFY ATTIC STOCK REQUIREMENTS OF ALL FINISH MATERIALS WITH BUILDING MANAGEMENT AND TENANT.
DIVISION XH - FURNISHINGS
1. ALL EXISTING INTERIOR AND PERIMETER MINI BLINDS TO BE BAGGED AND CLEANED TO LIKE -NEW CONDITION.
2. ALL PERIMETER GLAZING TO RECEIVE BLINDS AS INDICATED IN DRAWINGS. COORDINATE WITH BUILDING MANAGEMENT. MATCH
EXISTING CONDITIONS UON.
3. ALL INTERIOR SIDELIGHTS TO RECEIVE 1" MINI -BLINDS WHERE INDICATED IN DRAWINGS.
4. PROVIDE SAMPLE AND CUT SHEET TO ARCHITECT FOR REVIEW.
5. PROVIDE AND INSTALL ALL CODE REQUIRED SIGNAGE.
6. TENANT'S FURNITURE SHALL BE THE RESPONSIBILITY OF THE TENANT AND THEIR VENDOR. GC SHALL INVITE AND COORDINATE
TENANTS VENDOR FOR FIELD MEASUREMENTS AND VERIFICATION OF LAYOUT AND AH ELECTRICAL AND VOICE DATA REQUIREMENTS.
7. FURNITURE SYSTEMS CONNECTIONS (WHIPS) SHALL BE PROVIDED BY TENANT'S FURNITURE VENDOR AND INSTALLED BY THE GC,
UNO. GC TO COORDINATE. VERIFY ALL ELECTRICAL AND VOICE DATA CONNECTIONS.
DIVISION XXI - FIRE SUPPRESSION
1. ALTER OR INSTALL FIRE PROTECTION SYSTEM PER BUILDING STANDARD, LOCAL REGULATIONS AND ORDINANCES.
2. PROVIDE ALL EMERGENCY LIGHTING, EXIT SIGNS, FIRE ALARM SPEAKERS, STROBES AND BELLS AS REQUIRED BY CODE.
DESIGN AND INSTALL THE SAME IN COMPLIANCE WITH THE AMERICANS WITH DISABILITIES ACT.
3. PROVIDE SPRINKLERS, FIRE RATED DOORS AND FRAMES, FIRE EXTINGUISHERS, ETC. AS REQUIRED BY APPLICABLE LOCAL
CODES AND LAWS.
4. FIRE EXTINGUISHERS SHALL BE BY UNDERWRITER'S LABORATORY 2A-10BC 5 -LB, MULTIPURPOSE EXTINGUISHER WITH
SQUEEZE -TYPE HANDLE AND FLEXIBLE DISCHARGE HOSE WITH VISIBLE PRESSURE GAUGE, UON.
5. FIRE EXTINGUISHERS SHALL BE INSTALLED PER BUILDING STANDARD REQUIREMENTS, UON. VERIFY LOCATION WITH FIRE
MARSHALL WHEN REQUIRED BY CODE, PROVIDE 1 WALL MOUNT TYPE IN EACH SERVER ROOM OR LABORATORY.
6. DESIGN BUILD FIRE PROTECTION DRAWINGS SHALL INDICATE:
A. LAYOUT, LOCATION, AND SIZE OF SPRINKLER LINES AND HEADS.
B. PRESSURE REQUIREMENTS.
C. SPRINKLER HEAD SPECIFICATIONS.
D. LOCATION OF FIRE PROTECTION RISERS AND WALL HYDRANTS
E. CHANGES OF USE SHALL BE RESOLVED FOR NEW OCCUPANCY FIRE FLOW.
7. CONTRACTOR TO PROVIDE INSTALLATION DESIGN DOCUMENTS TO ARCHITECT AND BUILDING OWNER FOR REVIEW AND
APPROVAL PRIOR TO INSTALLATION. INCLUDE HORNS AND STROBES.
8. ALL SPRINKLER HEADS SHALL BE CENTERED IN ACOUSTICAL CEILING TILE, UON.
9. USE OF NFPA 13 QUICK RESPONSE HEADS MAY BE REQUIRED. CONTRACTOR SHALL VERIFY EXTENT OF QUICK RESPONSE
HEADS BY CITY FOR THIS PROJECT.
10. IF CEILING IS DESIGNED FOR AN OPEN CEILING CONDITION, GC SHALL PROVIDE SPRINKLER HEADS IN AN UPRIGHT CONDITION.
WORK SHALL BE VISIBLE AND SUITABLY CONSTRUCTED.
DWISM )MI - PLUMBW
1. PROVIDE SUPPLY, WASTE AND VENT LINES, VALVES, FITTINGS, ETC. REQUIRED FOR KITCHEN SINKS, DISHWASHER,
REFRIGERATOR, AIR CONDITIONING UNIT(S), VENDING MACHINES, COFFEE MAKER, WATER HEATERS, ETC.
2. ALL FIXTURE INSTALLATIONS SHALL CONFORM TO THE AMERICANS WITH DISABILITIES ACT.
3. PROVIDE NEW PLUMBING FIXTURES AS SPECIFIED PER DRAWINGS, OR PER BUILDING STANDARD, UON.
4. PROVIDE HOI AND COLD WATER TO SINKS/DISHWASHERS IF APPLICABLE.
5. ALL NEW WATER HEATERS ARE TO BE INSTALLED WITH DRIP PAN CONNECTED TO WASTE LINE. VERIFY LOCATIONS WITH
BUILDING MANAGEMENT AND INSPECTORS.
6. ALL PLUMBING FIXTURES ARE TO BE INSTALLED TO MEET CURRENT GOVERNING LOCAL AND FEDERAL CODES.
7. CONTRACTOR SHALL PROVIDE INSTALLATION DESIGN DOCUMENTS TO ARCHITECT AND BUILDING OWNER FOR REVIEW AND
APPROVAL PRIOR TO INSTALLATION.
8. VERIFY WATER SUPPLY & SEWER DRAIN CAPACITY FOR ENTIRE BUILDING WILL MEET NEW CAPACITY WHEN NEW RESTROOMS ARE
ADDED TO BUILDING.
QNSON )MII - MMMAMC&
1. PROVIDE BUILDING STANDARD HVAC SYSTEM WITH ALL MATERIALS, LABOR AND ACCESSORIES FOR COMPLETE OPERATION OF
SYSTEM. CONTRACTOR TO BALANCE WAC SYSTEM AS REQUIRED.
2. DESIGN BUILD MECHANICAL ENGINEERING DRAWINGS INDICATE:
A. DUCTS, AIR MOVEMENT REQUIREMENTS, & SIZES OF GRILLES & REGISTERS.
3. CONTRACTOR TO PROVIDE INSTALLATION DESIGN DOCUMENTS TO ARCHITECT AND BUILDING OWNER FOR REVIEW AND APPROVAL
PRIOR TO INSTALLATION.
4. HVAC CONTRACTOR TO CLEAN, REPAIR OR REPLACE SOILED OR DAMAGED HVAC GRILLS, FILTERS AND THERMOSTATS.
5. RE -ZONE, ALTER OR SEPARATE HVAC AS NECESSARY AS DIRECTED BY BUILDING MANAGEMENT FOR ALTERED SUITES.
6. IN OPEN CEILING CONDITIONS DESIGN OF HVAC WILL ACCOUNT FOR CHANGES IN THE RETURN AIR PLENUM. ALL HVAC WILL BE
VISIBLE AND OF SUITABLE MATERIAL AND INSTALLATION METHOD.
7. IN HIGHRISE BUILDINGS CONTRACTOR SHALL VERIFY METHOD OF SMOKE CONTROL AND PROVIDE DESIGN CONSIDERATIONS IF
NEEDED.
DIVISION - ELECTRICAL AND 110ECOMMUNICATHM
1. REUSE EXISTING ELECTRICAL AND DATA AS APPROPRIATE TO MEET THE TENANT'S REQUIREMENTS. REPLACE OUTLET COVER
PLATES TO MATCH NEW FINISH IF APPLICABLE.
2. PROVIDE ALL WORK, EQUIPMENT AND LABOR FOR A COMPLETE AND OPERABLE ELECTRICAL SYSTEM. PROVIDE ELECTRICAL
OUTLETS PER POWER AND DATA PLAN.
3. PROVIDE MUD RING FOR DATA AND COMMUNICATION AS SHOWN ON THE POWER AND DATA PLAN. EACH MUD RING TO HAVE A
MINIMUM NUMBER OF WIRE PULLS AS INDICATED ON DRAWINGS. COORDINATE DATA CABLE CONFIGURATION WITH THE TENANT.
4. ALL OUTLETS AND MUD RINGS TO BE LOCATED AT 18* AFF TO THE CENTER LINE, UON.
5. WHERE MULTIPLE DEVISES OCCUR IN A SINGLE LOCATION, ALL DEVICES SHALL BE GANGED UON.
6. ALL ELECTRICAL OUTLETS WITHIN THE CODE REQUIRED DISTANCE FROM A SINK SHALL BE ON A GROUND FAULT INTERRUPTED
CIRCUIT.
7. ALL WIRING DEVICES: SHALL BE BUILDING S TANDARD EXCEPT: "ISOLATED GROUND* OUTLETS SHALL BE ORANGE, *HOSPITAL
GRADE ISOLATED GROUND* OUTLETS SHALL BE ORANGE WITH A GREEN DOT, "EMERGENCY* OUTLETS SHALL BE RED, AND
"DEDICATED" OUTLETS FOR "CLEAN CIRCUIT" FIXTURES SHALL BE GRAY (UNLESS BUILDING STANDARD DICTATES OTHERWISE). ALL
COVER PLATES SHALL BE BUILDING STANDARD FINISH, UON. VERIFY WITH BUILDING MANAGEMENT.
8. PROVIDE SEPARATE CIRCUITS FOR TENANT'S EQUIPMENT (INCLUDING THE TO EPHONE SWITCH, COPIERS, COMPUTERS, ETC.)
WHEN NOTED ON THE CONSTRUCTION DOCUMENTS.
9. COORDINATE SCHEDULE WITH FURNITURE VENDOR FOR THE USE OF ELECTRICIANS DURING THE INSTALLATION OF TENANTS NEW
FURNITURE.
10. ALL ELECTRICAL WIRING, TELEPHONE AND COMPUTER CABLING, AND CONDUIT SHALL BE CONCEALED IN FLOORS, WALLS, OR
CEILINGS. CABLING FOR VOICE AND DATA TO BE PROVIDED BY TENANT'S VENDORS AND SHALL BE COORDINATED BY THE BUILDING
MANAGER, UNO.
11. THE CONTRACTOR IS TO COORDINATE WITH THE TENANTS SUPPLIED FURNITURE SYSTEMS TO INCLUDE BUT NOT LIMITED TO:
ELECTRICAL AND DATA WIRING LOCATIONS, J -BOX LOCATIONS, CONNECTIONS AND WALL MOUNTED REQUIREMENTS.
12. THE CONTRACTOR IS TO VERIFY EXISTING ABANDONED CORE DRILL LOCATIONS AND FILL AS REQUIRED WITH MATERIAL TO MEET
CURRENT FLAME SPREAD REGULATIONS. LOCATIONS TO BE PREPARED TO RECEIVE NEW FLOOR FINISH AS REQUIRED. FLOOR
SHALL BE LEFT FLUSH.
13. ARCHITECTURAL DRAWINGS INDICATE LOCATION ONLY OF DEVICES SHOWN. SWITCHING AND CIRCUTTING SHALL BE INDICATED ON
SEPARATE ELECTRICAL ENGINEERING AS -BUILT DRAWINGS AND SHALL MEET OWNER'S GUIDELINES.
14. ALL TELEPHONE, ELECTRICAL, COMMUNICATION AND SECURITY WORK SHALL BE COMPLETED IN ACCORDANCE WITH ALL
APPLICABLE CODES.
15. DRAWINGS INDICATE ALL DIMENSIONS TO CENTERLINE OF TELEPHONE, ELECTRICAL, AND COMMUNICATION COVER PLATE.
OUTLETS SHOWN GROUPED TOGETHER ON PLAN SHALL BE SET TO A MINIMUM DIMENSION BETWEEN EACH DEVICE.
16. BACK-TO-BACK OUTLETS ARE NOT PERMITTED. OFFSET OUTLETS THE MINIMUM DIMENSION REQUIRED FOR ACOUSTICAL
CONTROL
17. LOCATION OF ALL WALL MOUNTED POWER AND DATA DEVICES SHALL BE FIELD REVIEWED BY THE TENANT BEFORE
INSTALLATION.
18. ELECTRICAL ENGINEER TO PROVIDE DESIGN/BUILD PACKAGE TO ARCHITECT FOR REVIEW PRIOR TO INSTALLATION.
19. THE LAYOUT DIAGRAMS COORDINATE LOCATION OF POWER & DATA DEVICES. REFER TO DESIGN/BUILD DOCUMENTS FOR
SCOPE, TECHNICAL LAYOUT AND SPECIFICATIONS FOR EACH DISCIPLINE.
20. ARCHITECTS DOCUMENTS INDICATE LOCATION AND RELATIONSHIP OF DEVICES. COORDINATE EXACT LOCATION WITH FURNITURE
VENDOR.
21. COORDINATE POWER/DATA, FIRE SAFETY DEVICES & LIGHT FIXTURE MOUNTING LOCATIONS WITH INTERIOR ELEVATIONS, SYSTEM
FURNITURE, FINISHES & CASEWORK.
22. PROVIDE EXTENSION RINGS AND MOUNTING ACCESSORIES WHERE REQUIRED FOR POWER/DATA DEVICES AND LIGHT FIXTURES.
COORDINATE WITH INTERIOR FINISHES AND CASEWORK.
23. CONTRACTOR TO PROVIDE INSTALLATION DESIGN DOCUMENTS TO ARCHITECT AND BUILDING OWNER FOR REVIEW AND APPROVAL
PRIOR TO INSTALLATION.
24. RECIRCUIT, ALTER OR SEPARATE ELECTRICAL AND VOICE SYSTEM AS NECESSARY AND AS DIRECTED BY BUILDING MANAGEMENT
FOR ALTERED SUITES.
25. IN AN OPEN CEILING CONDITION ALL ELECTRICAL AND VOICE DATA SHALL BE VISIBLE AND SUITABLE INSTALLATION METHODS
SHALL BE USED.
26. LOCATION OF SWITCHES SHALL BE SHOWN ON THE REFLECTED CEILING PLAN. ALL SWITCHES SHALL BE MOUNTED AT A
MAXIMUM HEIGHT OF 48" A.F.F. TO MEET THE LATEST ACCESSIBILITY CODES AND REGULATIONS.
27. WHERE MULTIPLE SWITCHES OCCUR IN A SINGLE LOCATION, ALL SWITCHES SHALL BE GANGED UON.
28. WHEN WORKING IN PUBLIC CORRIDOR OR COMMON AREAS VERIFY SWITCHING REQUIREMENTS WITH BUILDING MANAGEMENT.
29. VERIFY WITH BUILDING MANAGEMENT SEPARATION OF SUITE SWITCHING WHEN DEMISING CONFIGURATIONS CHANGE.
30. DOWN LIGHTS SHOWN IN THE CENTER OF CEILING TILE WITHOUT DIMENSIONS ARE TO BE LOCATED IN THE CENTER OF
CEILING TILE OR CENTER OF 2X2 PORTION OF 2X4 SECOND LOOK TILE. UON.
31. REUSE ALL EXISTING BUILDING STANDARD FLUORESCENT FIXTURES AS NEEDED PER DESIGN LAYOUT AND TO MEET LOCAL
ENERGY CODE COMPLIANCE. VERIFY OR PROVIDE NEW LAMPS AND REPLACE FAULTY BALLASTS.
32. PERMIT DRAWINGS TO BE REVIEWED AND APPROVED IN WRITING BY LANDLORD PRIOR TO COMMENCEMENT OF WORK.
33. ALL OFFICE AREAS LESS THAN 300 SQ. FT. ENCLOSED BY WALLS OR CEILING -HEIGHT PARTITIONS, AND ALL MEETING AND
CONFERENCE ROOMS, SHALL BE EQUIPPED WITH OCCUPANCY SENSORS, PER CODE.
34. DESIGN BUILD ELECTRICAL ENGINEERING DRAWINGS INDICATE:
A. CIRCUITING AND WIRING OF LIGHT FIXTURES, AND SWITCHES.
B. LIFE SAFETY EQUIPMENT.
C. LOCATION OF REQUIRED EMERGENCY LIGHT FIXTURES.
D. LIGHT FIXTURE SPECIFICATIONS
35. CONTRACTOR TO PROVIDE INSTALLATION DESIGN DOCUMENTS TO ARCHITECT AND BUILDING OWNER FOR REVIEW AND APPROVAL
PRIOR TO INSTALLATION.
36. CONTRACTOR SHALL RE -CIRCUIT AND RE -SWITCH ALL ASPECTS OF TENANT SUITE AND ADJOINING SUITES AS NECESSARY TO
FULLY SEPARATE TENANT SUITE FROM OTHERS, AND PROVIDE NEW CORRIDOR, HALLWAY AND OPEN OFFICE SWITCHES AS NEEDED.
37. VERIFY SWITCHING WITH TENANT AND BUILDING MANAGEMENT. VERIFY APPROVED ENERGY CODE REQUIREMENTS OR ENERGY
MANAGEMENT SYSTEM AS PART OF THE DESIGN BUILD CONTRACT.
38. PROVIDE, ALTER OR VERIFY ALL EMERGENCY EXIT LIGHTING AND ACCESS PATHWAY LIGHTING AS DIRECTED BY EXISTING
CONDITIONS AND CODE REQUIREMENTS.
39. EXIT SIGNS SHALL HAVE UL #924.
40. PROJECT MAY HAVE MULTIPLE LIGHT SOURCES AND LAMPS. CONTRACTOR SHALL PROVIDE CONSISTENT LAMPING FOR ALL
LIGHT FIXTURE AND BETWEEN FIXTURE TYPES. 3,500K IS PREFERRED. NOTIFY DESIGNER IF CONSISTENT LAMPING IS
UNOBTAINABLE AT THE START OF THE PROJECT.
41. VERIFY ALL ENERGY CODE REQUIREMENTS WITH JURISDICTION OF RECORD. VERIFY LIGHT SWITCHING WITH TENANT AND
BUILDING MANAGEMENT.
42. PROJECT MAY HAVE LED LIGHTS SPECIFIED. PROVIDE LIGHTING LEVEL ANALYSIS (IN FOOT CANDLES) FOR DESIGNER'S REVIEW
BEFORE ORDERING PRODUCT. VERIFY CONTROLS WITH DESIGNER. ALL LED FIXTURES SHALL HAVE DIMMING CAPABILITIES SO THAT
AS FIXTURE DIMINISHES THE POWER CAN BE INCREASED SO THAT LIGHTING LEVELS REMAIN CONSTANT AT 70% OVER THE LIFE OF
THE FIXTURE (10 YEARS).
43. GC SHALL VERIFY ALL CARD ACCESS AND SECURITY REQUIREMENTS WITH BUILDING MANAGEMENT AND NAW� C R
A BUILDING WIDE SYSTEM IS AVAILABLE AT THE START OF THE PROJECT. IF SO AL WORK SHALL BE DO 0 131 E t 4G.0RI Ll�l A 'N C, E
BUILDINGS WARRANTEE AND OPERATION IS MAINTAINED. APpROVED
NOV 2 2 201
City of Tukwi a
BUILDING DIVIS )ION
RECEIVED
CITY OF TUKWILA
OCT 24 2016
Tenant:
WESTERN FOODS/CORE GROUP
ANDOVER EXECUTIVE PARK BUILDING 13
641 INDUSTRY DRIVE
TUKWILA, WA 98188
A Tenant Improvement for:
SKB COMPANY
ANDOVER EXECUTIVE PARK
617 INDUSTRY DR.
TUKWILA, WA 98188
LBI BURGESS
I INTERIOR ARCHITECTURE
__J _J
1326 Fifth Avenue, Suite 4001 Seattle, WA 98101 T 206 587 7120 W Durgessl?NW.corn
All reproduction & intellectual property rights reserved c 2015
Professional seal
No. Issue Description
Date
REVIEW SET
08.15.16
REVISED REVIEW SET
08.23.16
FINAL REVIEW SET
09.12.16
PERMIT SET
09.20.16
CORRECTIONS SET
10.21.16
City Electronic Stamp Location
Drawn by: JG/MK Project
Project No: 16.3405.00
Manager: RM
PROJECT NOTES
is 24" x 36". Scale entities accordingly if reduced
Idow,
G,000 I
EGRESS/RESTROOM PLAN
0 83 16' 24 9
1/8 !1$ = 1 11 093
2015 IBC SECTION 1008 MEANS OF EGRESS
ILLUMINATION REQUIRED
The means of egress serving a room or space shall be
illuminated at all times that the room or space is occupied;
illumination level shall be not less than 1 footcandle at the
walking surface.
The power supply for means of egress illumination shall
normally be provided by the premises' electrical supply.
In the event of power supply failure in rooms and spaces that
require two or more means of egress, an emergency electrical
system shall automatically illuminate all of the following areas:
1. Aisles, 2. Corridors, 3. Exit access stairways and ramps.
In the event of power supply failure in buildings that require
two or more means of egress, an emergency electrical system
shall automatically illuminate all of the following areas: 1.
Interior exit access stairways and ramps. 2. Interior and
exterior exit stairways & ramps, 3. Exit passageways, 4.
Vestibules at level of discharge, 5. Exterior landings and areas
used for exit discharge.
EMERGENCY ILLUMINATION FOR BUILDINGS AND
DURATION OF ILLUMINATION (1008.3.2--1008.3.5)
In the event of power supply failure in Rooms and spaces,
an emergency electrical system shall automatically illuminate
all of the following areas: 1. Electrical equipment rooms, 2. Fire
command centers, 3. Fire pump rooms, 4. Generator rooms,
5. Public restrooms with an area greater than 300 square feet.
The emergency power system shall provide power for a
duration of not less than 90 minutes and shall consist of
storage batteries, unit equipment or an on-site generator.
Illumination level under emergency power, the lighting
facilities shall be arranged to provide initial illumination that is
not less than an average of 1 footcandle and a minimum at
any point of 0.1 footcandle measured along the path of egress
at floor level.
Illumination levels shall be permitted to decline to 0.6
footcandle average and a minimum at any point of 0.06
footcandle at the end of the emergency lighting time duration.
A maximum -to -minimum illumination uniformity ratio of 40 to 1
shall not be exceeded.
PLUMBING FIXTURES: PER IBC 2902.1
ROOM TYPE/ WATER CLOSET CALC: LAVATORY CALC: DRINKING FOUNTAIN
OCC. LOAD I I I CALC:
OFFICE (BUSINESS, #2)
1 PER 25 FOR THE FIRST 50 &
1 PER 40 FOR THE FIRST 80 &
1 PER 100
REVISED REVIEW SET
08.23.16
1 PER 50 FOR THE REMAINDER
1 PER 80 FOR THE REMAINDER
PERMIT SET
09.20.16
1,618 SQFr/
100 OCC
16 OCC.
17/2 = 9/25 (MEN) = 0.36
17/2 9/40 (MEN) = 0.25
16/1000 = 0.016
Tenant:
17/2 = 9/25 (WOMEN) = 0.36
17/2 9/40 (WOMEN) = 0.25
WE TERN FOODS/CORE GROUP
TRAINING (EDU, #3)
1 PER 50
1 PER 50
1 PER 100
ANDOVER EXECUTIVE PARK BUILDING 13
641 INDUSTRY DRIVE
804 SQFr/
20 OCC
40/2 = 20/50 (MEN) = 0.4
40/2 = 20/50 (MEN) = 0.4
40/100 = 0.4
TUKWILA, WA 98188
= 40 OCC.
40/2 = 20/50 (WOMEN) = 0.4
40/2 = 20/50 (WOMEN) = 0.4
ASSEMBLY (A3, #1)
1 PER 125 (MEN)
1 PER 200
1 PER 500
1 PER 65 (WOMEN)
378 SQFr/
15 OCC
= 25 OCC.
25/2 = 13/125 (MEN) = 0.1
25/2 = 13/200 (MEN) = 0.065
25/500 = 0.05
25/2 = 13/65 (WOMEN) = 0.2
25/2 = 13/200 (WOMEN) = 0.065
A Tenant Improvement for:
KITCHEN (A2, #1)
1 PER 75
1 PER 200
1 PER 500
SKB COMPANY
388 SQFT/
200 OCC
ANDOVER EXECUTIVE PARK
2 OCC.
2/1 = 1/75 (MEN) = 0.013
2/1 = 1/200 (MEN) 0.005
2/500 = 0.004
617 INDUSTRY DR.
2/1 = 1/75 (WOMEN) 0.013
2/1 = 1/200 (WOMEN) = 0.005
TUKWILA, WA 98188
WAREHOUSE
1 PER 100
1 PER 100
1 PER 1,000
(STORAGE, #8)
3/2 = 2/100 (MEN) 0.02
3/2 = 2/100 (MEN) = 0.02
3/1000 = 0.003 DF
2,660 SQFT/
500 OCC
= 3 OCC.
3/2 = 2/100 (WOMEN) = 0.02
3/2 = 2/100 (WOMEN) = 0.02
LB I BURGESS
TOTAL COUNT-
1 (MENS), 1 (WOMENS),
1 (MENS), 1 (WOMENS).
1 REQUIRED.
1 ADA/UNISEX PROVIDED
1 ADA/UNISEX PROVIDED
1 PROVIDED
INTERIOR ARCHITECTURE
1326 Fifth Avenue, Suite 400 1 Seattle, WA 98101 T 206 587 7120 W BurgessPNW.corn
EGRESS LEGEND
All reproduction & intellectual property rights reserved c 2015
/ / I
AREA, NOT IN SCOPE
PATH OF EGRESS AT WAREHOUSE, CONCRETE FLOOR TO BE PAINTED WITH
STANDARD YELLOW STRIPING
MAIN PATH OF EGRESS THROUGH SUITE
- - - - - -- I LONGEST PATH OF TRAVEL
Professional seal
No. Issue Description
Date
REVIEW SET
08.15.16
REVISED REVIEW SET
08.23.16
FINAL REVIEW SET
09.12.16
PERMIT SET
09.20.16
A CORRECTIONS SET
10.21.16
_VEWM__D_4t_0R_LC
CODE COMPLIANCE
APPROVED
NOV 2 2 2016
City of Tukwila
BUILDING DIVISION
I
Drawn by: JG/MK Project Manager: RM
Project No: 16.3405.00
TYPICAL ACCESSIBILITY
RECEIVED DIAGRAMS AND NOTES
CITY OF TUKWILA
OCT 24 2016
PERMIT . CENTER I Original drawing is 24" x 36". Scale entities accordingly if reduced
G,02
C3
/02
DEMOLITION PLAN
220,+48
IF I
q>
6=
0 89 16' 24 9
z
1/8 is = I 1— 099
0
DEMOLITION SYMBOLS
r-= ----3 EXISTING CONSTRUCTION TO BE REMOVED
EXISTING CONSTRUCTION TO REMAIN
GENERAL DEMOLITION NOTES .
1. REFER TO CONSTRUCTION PLAN AND CEILING PLAN FOR EXTENT OF DEMOLITION.
2. SAVE AND STORE ALL LIGHT FIXTURES, EXIT SIGNS, DOORS & HARDWARE FOR RE—USE, UON.
3. SAVE ALL EXISTING PLUMBING FIXTURES FOR RE—USE, UON.
4. REMOVE ALL TELEPHONE, ELECTRICAL, AND DATA OUTLETS, FIXTURES, PANELS, ETC FROM ALL DEMOLISHED
PARTITIONS. REMOVE ALL CORRESPONDING CABLES, CONDUIT, WIRING, ETC. ALL THE WAY BACK TO THE ORIGINATING
SOURCE, UON.
5. DEMO ALL FINISHES, FLOORING, WALL PANELS THROUGHOUT SUITE, U.O.N. VERIFY EXTENT OF DEMOLITION AT
ADJACENT SUITE WHERE DEMO OCCURS, WITH BUILDING MANAGEMENT.
KEYED SHEET NOTES
<�> DEMO DOOR, FRAME, AND HARDWARE — TO BE STORED OR RELOCATED AND REINSTALLED WHERE APPLICABLE.
VERIFY WITH BUILDING MANAGEMENT.
DEMO SIDELIGHT AND FRAME — TO BE STORED OR RELOCATED AND REINSTALLED WHERE APPLICABLE. VERIFY WITH
BUILDING MANAGEMENT.
DEMO PORTION OF EXISTING PARTITION FOR INSTALLATION OF NEW DOOR/OPENING. REFER TO A.2A.1 AND A.9.1
FOR ADDITIONAL INFORMATION.
DEMO EXISTING CASEWORK. PATCH AND REPAIR SURFACES AS REQUIRED FOR NEW CONSTRUCTION AND/OR
FINISHES.
PROVIDE NEW WALL MOUNTED SINK FIXTURE AND HARDWARE PER ADA/CODE REQUIREMENTS, SEE A.6.1 FOR NEW
SPEC. MODIFY WATER AND DRAIN LINES FOR RE—USE.
PROVIDE NEW TOILET FIXTURE AND HARDWARE PER ADA/CODE REQUIREMENTS, SEE A.6.1 FOR NEW SPEC. MODIFY
WATER AND DRAIN LINES FOR RE—USE.
DEMO URINAL, URINAL PANEL AND TOILET STALL AT RESTROOM. PATCH AND PREP REMAINING FINISHES, VERIFY
WITH BUILDING MANAGEMENT FOR EXTENT OF REPAIR.
DEMO EXISTING CHAIN—LINK FENCE ENCLOSURE AND SUPPORTING MEMBERS.
REMOVE LOUVERED GLASS PANELS AT EXTERIOR OF BUILDING (FRONT AND BACK). PROVIDE NEW BUILDING
STANDARD SOLID GLASS PANELS AS REQUIRED AT EXISTING OPENINGS.
<�> REMOVE SHOWER, HOT WATER TANK AND SINK AT JANITOR ROOM. SEE A.2C.1 FOR NEW EQUIPMENT LOCATIONS.
0 DEMO EXISTING WALL MOUNTED PANELS THROUGHOUT. PATCH AND REPAIR SURFACES AS REQUIRED FOR NEW
CONSTRUCTION AND FINISHES.
<9> AT EPDXY/RESIN EXISTING FLOORING, SAND OR GRIND DOWN TO APPROPRIATE FLOOR FINISH REQUIRED FOR NEW
FLOORING (SEE A.2D.1 FOR NEW BROADLOOM CARPET AND SHEET VINYL). PATCH AND PREP FOR NEW FINISHES.
0 DEMO ALL RESTROOM ACCESSORIES, PROVIDE NEW PER A.6.1. PATCH AND PREP AS NEEDED FOR NEW FINISHES.
<q> DEMO EXISTING RESTROOM FLOORING, WALL BASE AND FRP BOARD. ALL FIXTURES AND EQUIPMENT TO REMAIN
UNTOUCHED, UON. PATCH AND PREP FOR NEW FINISHES.
<@> DEMO EXISTING OUTLET, BOX AND CONDUIT BACK TO J—BOX.
<8> REMOVE FRONT ENTRY DOOR. PROVIDE NEW BUILDING STANDARD ENTRY DOOR AND LOCKING HARDWARE TO MEET
CURRENT ENERGY CODES. VERIFY WITH BUILDING MANAGEMENT.
RECEIVED
CITY OF TUKWILA
OCT 24 2016
PERMIT CENTER
Tenant:
WESTERN FOODS/CORE GROUP
ANDOVER EXECUTIVE PARK BUILDING 13
641 INDUSTRY DRIVE
TUKWILA, WA 98188
A Tenant Improvement for:
SKB COMPANY
ANDOVER EXECUTIVE PARK
617 INDUSTRY DR.
TUKWILA, WA 98188
rW4 I .
I R N BURGESS
t5INTERIOR ARCHITECTURE
L
1326 Fifth Avenue, Suite 400 1 Seattle, WA 98101 T 206 587 7120 W Burgessl`NW.corn
All reproduction & intellectual property rights reserved c 2015
Professional seal
No. Issue Description
Date
REVIEW SET
08.15.16
REVISED REVIEW SET
08.23.16
FINAL REVIEW SET
09.12.16
PERMIT SET
09.20.16
CORRECTIONS SET
10.21.16
City E " trnn . ocation
0
FO R
REVIEWED FOR
IA N CE
CODE COMPLIANCE
D
APPROVED
NOV 2 2 2016
City of Tukwila
BUILDING DIVISION
Drawn by: JG/MK Project
Project No: 16.3405.00
Manager: RM
DEMOLITION PLAN
Original drawing is 24" x 36". Scale entities accordingly if reduced
A* 1. 1
*Separate Mechanical Permit shall
be required for: Coolers, freezers,
walk-in coolers and freezers, i.e.
assembled and hardwired.
*Self-contained "Plugin99 coolers
or freezers (appliance type) shall
not require a mechanical permit.
SEPARATE STORAGE RACK PERMIT REQUIRED
All rack storage fixtures over 5'-911 high shall be
installed under the provisions of a separate storage rack
building permit. All rack storage fixtures greater than
8 -feet high shall have the method of anchorage/bracing
designed by a professional engineer. Periodic special
inspection is required in all cases during the anchorage
of racks over 8 -feet in height. Special inspection
requirements shall be specified on the rack permit plan.
SYMBOL LEGEND
EXISTING CONSTRUCTION TO REMAIN
OMMMEMM NEW INSULATED INTERIOR PARTITION CONSTRUCTION, PER DETAIL K/A.9.1
0
gmmm=m= NEW INTERIOR PARTITION CONSTRUCTION TO STRUCTURE ABOVE, PER DETAIL J/A.9.1
10
NEW INTERIOR PARTITION CONSTRUCTION, MIXED CEILING TYPES, PER DETAIL L/A.9.1
NEW INTERIOR ACOUSTIC PARTITION AT FIRE RATED LOCATION & MIXED CEILING, PER DETAIL M/A.9.4
D
NEW INTERIOR PARTITION FILL, PER DETAIL L/A.9.4
NEW INTERIOR PARTIAL HEIGHT CONSTRUCTION (VERIFY FINAL HEIGHT ±6'—O"), PER DETAIL B/A.9.1
FULL HEIGHT SIDELITE
PARTIAL HEIGHT SIDEUTE
FRAMELESS SIDEUTE
NEW CASEWORK / MILLWORK
LINE OF UPPER CABINETS
F.E.C.
NEW OR EXISTING BUILDING STANDARD FIRE EXTINGUISHER CABINET
GENERAL CONSTRUCTION NOTES
1. REFER TO PROJECT NOTES FOR CONSTRUCTION REQUIREMENTS.
2. GENERAL CONTRACTOR TO FIELD VERIFY ALL EXISTING CONDITIONS PRIOR TO COMMENCEMENT OF WORK.
3. ALL INTERIOR PARTITION, PENETRATIONS, AND OTHER OPENINGS IN THE BUILDING SHELL SHALL BE SEALED,
GASKETED, OR WEATHER STRIPPED AS REQUIRED TO MEET PARTITION RATINGS.
4. WHERE PARTITION LAYOUT INTERSECTS EXISTING SHELL/CORE GYPSUM BOARD, REMOVE EXISTING CORNER BEADS
AND OTHER ACCESSORIES, ALIGN FACE OF PARTITIONS, TAPE & SAND SMOOTH FOR NEW FINISH.
5. PROVIDE PARTITION ANCHOR BRACKETS FOR ALL CASEWORK, FIXTURES, EQUIPMENT, & DEVICES MOUNTED ON OR
ATTACHED TO PARTITIONS.
6. PARTITIONS ARE TO BE BUILDING STANDARD FLOOR TO CEILING PARTITIONS, UON. SEE TYPICAL WALL DETAIL
SHEET FOR MORE INFORMATION.
7. DOORS AND CASED OPENINGS WITHOUT DIMENSIONS OR DETAILS ARE TO BE LOCATED 4" FROM ADJACENT WALL
OR MATCH EXISTING SUITE STANDARD.
8. ALL WOOD USED IN INTERIOR FRAMING IS TO BE FIRE—RETARDENT TREATED WOOD WHEN BUILDING IS
CONSTRUCTION TYPE I AND 11.
9. REFILL ANY ABANDONED CORE DRILL HOLE OR SIMILAR WITH FIRE PROOFING THAT MATCHES THE FLOOR
RATING. LION.
10. VERIFY SCOPE OF NEW CONSTRUCTION AT NIC AREA IN ADJACENT SUITE WHERE DEMOOCCURS. VERIFY WITH
BUILDING MANAGEMENT.
KEYED SHEET NOTES
NEW ADA SINK: PROVIDE ELKAY CELEBRITY SINGLE BOWL SINK, MODEL GECR2521L/R AND MOEN CHATEAU
ONE HANDLE KITCHEN FAUCET MODEL #7445, PROVIDE CUT SHEETS FOR REVIEW.
NEW TENANT SUPPLIED WALK—IN FREEZER. VERIFY ALL DIMENSIONS AND REQUIREMENTS WITH TENANT.
NEW TENANT SUPPUED WALK—IN COOLER. VERIFY ALL DIMENSIONS AND REQUIREMENTS WITH TENANT.
<�> PROVIDE ADDITIONAL LAYER OF GWB AT EXISTING WALL FOR ACOUS11C VALUE.
<�> FURR PARTMON OR CHANGE STUD WIDTH AS REQUIRED FOR PLUMBING.
<�> PATCH AND REPAIR CONCRETE FLOOR AT EXISTING DRAIN. PROVIDE NEW CONTINUOUS, LEVEL AND SMOOTH
FLOOR SURFACE. VERIFY WITH BUILDING MANAGEMENT.
CENTER WALL ON EXISTING COLUMN.
VERIFY DOOR LOCATION BASED ON FREEZER/COOLER SIZES SUPPLIED BY OWNER, PROVIDE 6" CLEAR AT
ADJACENT JAMB.
PROVIDE NEW BUILDING STANDARD GLAZING AT EXTERIOR WALL WHERE DOOR HAS BEEN REMOVED. NEW
GLAZING TO MEET RATINGS OF CURRENT WA STATE ENERGY CODE, PER C402.4. VERIFY WITH BUILDING
MANAGEMENT.
<@> FURR OUT TO AUGN WITH EXISTING SOFFIT LOCATION. SEE A.28.2 FOR DEI"AlL.S. FIELD VERIFY FINAL
DIMENSIONS.
VERIFY IF EXISTING HARDWARE IS BUILDING STANDARD LATCH SET. IF NOT PROVIDE NEW TO MATCH SUITE
STANDARD.
<9> PROVIDE NEW DOORS AND GLAZING AT WAREHOUSE AT EXISTING OPENINGS. NEW DOORS TO MEET RATINGS
OF CURRENT WA STATE ENERGY CODE, PER C402.4. VERIFY EXTENT OF SCOPE WITH BUILDING
MANAGEMENT, SEE A.9.1 FOR NEW DOOR INFORMATION.
PAINTED EXPOSED CONCRETE FLOOR TO BE FREE OF SHELVING, FOR CLEAR PATH OF TRAVEL TO
SECONDARY EXIT. SEE A.2131.1 FOR PAINT SPEC AND INFORMATION.
<8> GC TO VERIFY IF WALL BETWEEN WAREHOUSE AND OFFICE IS SHEER WALL TYPE.
Tenant:
WESTERN FOODS/CORE GROUP
ANDOVER EXECUTIVE PARK BUILDING 13
641 INDUSTRY DRIVE
TUKWILA, WA 98188
A Tenant Improvement for:
SKB COMPANY
ANDOVER EXECUTIVE PARK
617 INDUSTRY DR.
TUKWILA, WA 98188
B —1 BURGESS
INTERIOR ARCHITECTURE
1326 Fifth Avenue, Suite 400 1 Seattle, WA 98101 T 206 587 7120 W Burgessi'NW.corn
All reproduction & intellectual property rights reserved c 2015
Professional sea]
No. Issue Description Date
REVIEW SET 08.15.16
REVISED REVIEW SET 08.23.16
FINAL REVIEW SET 09.12.16
PERMIT SET 09.20.16
CORRECTIONS SET 10.21.16
cation
REVIEWED FOR
CODE COMPLIANCE
APPROVtD
NOV 2 2 2016
City of Tukwila
BUILDING DIVISION
Drawn by: JG/MK Project manager: RM
Project No: 16.3405.00
CONSTRUCTION PLAN
Original drawing is 24" x 36". Scale entities accordingly if reduced
A,02A. I
I.
'40
DEMO REFLECTED CEILING PLAN V2)
0 81 16' 24 9
0
;b
rl
0
A
%� V
LA
RCP LEGEND
GENERAL RCP SHEET NOTES
1. REFER TO PROJECT NOTES FOR CONSTRUCTION REQUIREMENTS.
2. ARCHITECTURAL REFLECTED CEILING PLANS INDICATE TYPE AND LOCATION OF LIGHT FIXTURES REFER TO DESIGN BUILD
ELECTRICAL DRAWINGS AND DESIGN BUILD LIFE SAFETY FOR COMPLETE REFLECTED CEILING PLAN DESIGN.
3. LIGHT SWITCHES ARE SHOWN FOR LOCATION AND DESIGN INTENT ONLY. REFER TO ELECTRICAL DESIGN BUILD FOR
SPECIFIC LOCATION AND SWITCHING DIAGRAMS.
4. UNLESS NOTED OTHERWISE, MULTIPLE SWITCHES IN A SINGLE LOCATION SHALL BE GANGED IN A SINGLE BOX AND
COVERED WITH A SINGLE COVERPLATE.
5. CLEAN, REPAIR OR REPLACE AS REQUIRED ALL EXISTING SUSPENDED CEILING GRID AND TILES EXISTING TO REMAIN.
6. HVAC CONTRACTOR TO CLEAN ALL EXISTING SUPPLY/RETURN GRILLS PRIOR TO COMPLETION OF PROJECT.
7. ELECTRICAL SUB -CONTRACTOR IS RESPONSIBLE FOR CONFIRMING THE COUNTS OF EXISTING FIXTURES TO BE
RELOCATED.
8. ELECTRICAL SUB -CONTRACTOR IS RESPONSIBLE FOR PROVIDING CUT SHEETS TO DESIGNER FOR ALL FIXTURES
DESIGNATED AS NEW.
KEYED RCP SHEET NOTES
DEMO ALL FULL HEIGHT SOFFITS WHERE NOTED ON PLAN. SEE A.28.2 FOR NEW LOCATIONS.
DEMO 2X2 CEILING GRID AND TILES AT CONFERENCE ROOM. PATCH AND REPAIR TO MAINTAIN 2X4 GRID AND TILES.
PROVIDE NEW TO MATCH EXISTING. PATCH AND PAINT GRID FOR "LIKE NEW" APPEARANCE.
DEMO GWB CEILING AT RESTROOM, PATCH AND PREP REMAINING WALLS AS NEEDED FOR NEW FINISHES. SEE A.28.2
FOR NEW CEILING INFORMATION.
Tenant:
WESTERN FOODS/CORE GROUP
ANDOVER EXECUTIVE PARK BUILDING 13
641 INDUSTRY DRIVE
TUKWILA, WA 98188
A Tenant Improvement for:
SKB COMPANY
ANDOVER EXECUTIVE PARK
617 INDUSTRY DR.
TUKWILA, WA 98188
BURGESS
INTERIOR ARCHITECTURE
1326 Fifth Avenue, Suite 400 1 Seattle, WA 98101 T 206 587 7120 W BurgessPNW.carn
All reproduction & intellectual property rights reserved c 2015
Professional sea]
ARCH
RANDALL ALAN MORGAN
STATE OF WASHINGTOIS
No. Issue Description Date
REVIEW SET 08.15.16
REVISED REVIEW SET 08.23.16
FINAL REVIEW SET 09.12.16
PERMIT SET 09.20.16
CORRECTIONS SET 10.21.16
CODE COMPLIANCE
APPROVED
NOV 2 2 2016
City of Tukwila
BUILDING DIVISION
Drawn by: JG/MK Project Manager: RM
Project No: 16.3405.00
DEMO REFLECTED
CEILING PLAN
RECEIVED
CITY OF TUKWILA
OCT 24 2016
Original drawing is 24" x 36". Scale entities accordingly if reduced
PERMIT CENTER
AV r=%A*2t3,1
F.,19210
EXISTING EXIT SIGN TO REMAIN.
SYMBOL
DESCRIPTION/SPEC
COORDINATE WITH CODE
OFFICIAL.
EXISTING 1' X 4' FLUORESCENT
EXISTING EXIT SIGN TO BE
SUSPENDED FIXTURE TO REMAIN.
REMOVED
C_
EXISTING 1' X 4' FLUORESCENT
EXISTING 2' X 2' FLUORESCENT
FIXTURE TO BE REMOVED.
FIXTURE TO REMAIN.
EXISTING 2' X 4' FLUORESCENT
FIXTURE TO REMAIN.
SCONCE TO BE REMOVED
r-
EXISTING 2' X 4' FLUORESCENT
FIXTURE TO BE REMOVED.
--k —1— 4- —4 —
CEILING GRID AND SOFFITS TO
BE REMOVED.
GENERAL RCP SHEET NOTES
1. REFER TO PROJECT NOTES FOR CONSTRUCTION REQUIREMENTS.
2. ARCHITECTURAL REFLECTED CEILING PLANS INDICATE TYPE AND LOCATION OF LIGHT FIXTURES REFER TO DESIGN BUILD
ELECTRICAL DRAWINGS AND DESIGN BUILD LIFE SAFETY FOR COMPLETE REFLECTED CEILING PLAN DESIGN.
3. LIGHT SWITCHES ARE SHOWN FOR LOCATION AND DESIGN INTENT ONLY. REFER TO ELECTRICAL DESIGN BUILD FOR
SPECIFIC LOCATION AND SWITCHING DIAGRAMS.
4. UNLESS NOTED OTHERWISE, MULTIPLE SWITCHES IN A SINGLE LOCATION SHALL BE GANGED IN A SINGLE BOX AND
COVERED WITH A SINGLE COVERPLATE.
5. CLEAN, REPAIR OR REPLACE AS REQUIRED ALL EXISTING SUSPENDED CEILING GRID AND TILES EXISTING TO REMAIN.
6. HVAC CONTRACTOR TO CLEAN ALL EXISTING SUPPLY/RETURN GRILLS PRIOR TO COMPLETION OF PROJECT.
7. ELECTRICAL SUB -CONTRACTOR IS RESPONSIBLE FOR CONFIRMING THE COUNTS OF EXISTING FIXTURES TO BE
RELOCATED.
8. ELECTRICAL SUB -CONTRACTOR IS RESPONSIBLE FOR PROVIDING CUT SHEETS TO DESIGNER FOR ALL FIXTURES
DESIGNATED AS NEW.
KEYED RCP SHEET NOTES
DEMO ALL FULL HEIGHT SOFFITS WHERE NOTED ON PLAN. SEE A.28.2 FOR NEW LOCATIONS.
DEMO 2X2 CEILING GRID AND TILES AT CONFERENCE ROOM. PATCH AND REPAIR TO MAINTAIN 2X4 GRID AND TILES.
PROVIDE NEW TO MATCH EXISTING. PATCH AND PAINT GRID FOR "LIKE NEW" APPEARANCE.
DEMO GWB CEILING AT RESTROOM, PATCH AND PREP REMAINING WALLS AS NEEDED FOR NEW FINISHES. SEE A.28.2
FOR NEW CEILING INFORMATION.
Tenant:
WESTERN FOODS/CORE GROUP
ANDOVER EXECUTIVE PARK BUILDING 13
641 INDUSTRY DRIVE
TUKWILA, WA 98188
A Tenant Improvement for:
SKB COMPANY
ANDOVER EXECUTIVE PARK
617 INDUSTRY DR.
TUKWILA, WA 98188
BURGESS
INTERIOR ARCHITECTURE
1326 Fifth Avenue, Suite 400 1 Seattle, WA 98101 T 206 587 7120 W BurgessPNW.carn
All reproduction & intellectual property rights reserved c 2015
Professional sea]
ARCH
RANDALL ALAN MORGAN
STATE OF WASHINGTOIS
No. Issue Description Date
REVIEW SET 08.15.16
REVISED REVIEW SET 08.23.16
FINAL REVIEW SET 09.12.16
PERMIT SET 09.20.16
CORRECTIONS SET 10.21.16
CODE COMPLIANCE
APPROVED
NOV 2 2 2016
City of Tukwila
BUILDING DIVISION
Drawn by: JG/MK Project Manager: RM
Project No: 16.3405.00
DEMO REFLECTED
CEILING PLAN
RECEIVED
CITY OF TUKWILA
OCT 24 2016
Original drawing is 24" x 36". Scale entities accordingly if reduced
PERMIT CENTER
AV r=%A*2t3,1
F.,19210
REFLECTED CEILING PLAN
0 81 16' 24 9
1/8 111 = 1 9- 093
LIGHTING SUMMARY
A D RCP LEGEND
0 Us U 0 M P116nc a V 0 - S to r L a
,Hj,N4 ovei J sto,,e. anda,
Project Title:
2015 Washington State EnargyCoda Compliance F- dlngs Including R 2. F1 3. gus L 2 016
project Info Project Title: I - This title will copy onto other forms
Date 10/21/2016
liance Applicant Information. Provide contact Information forindividual who can
For Building Department Use
donot responalto inquiries about compliance form Information provided.
For Building Departimen I Use
requirea Company Name: Western Foods
password to
stand alone
use. Instructional Company Address: 641 Industry Drive, Tukwila WA
-
32
and cat culat'in?
o Spaces where <50% of o Spaces vvhere�:50% of
cells are write Applicant Name: Julie Glenn/Buirgess Design'
protected
12
Applicant Phone: 206�342.0116
luminaires are replaced luminaires are replaced
Applicant Ernal: julieg@burgesspnw.com
16
Project Description
E] New Building Addition Alteration. El Plans Included
I
Calculation
Include FROJ-SUMfonm (iricludedin envelope forms workbook) with lighting compfliance forms.
Building Additions
Compliance Method
interior lighting
Exteriorfighfing
Lighting systems in addition area comply W ith all applicable
I
Referto C406.3for.additionalrequirerrBnts.
El
14
Maximum Allowed
pro visions as a stand alone.new construction project
20
64
Refer to Section C502.2.6 for additional
Lighting systems in addition are combined with existing
Ceiling Gross Interior
E]
requirements.
SpaceType
building lighting systems todemontrate compliance
Wafts per ft2 (w atts/ft2 x area)
Suite 641
Addition is combinedwith existing.
13 2547
0.842 2146
For interiorlightingpirojects, include ne.w+existing interior fighting fixture wattage in Proposed Lighting
Warehouse: Smaller, hand carried items
Wattagetable in LT04NT-BLD orLTG-INT-SPACEform.
0.360 2022
For exterior lightingprojects, include new+ existing extedorlighting fixture mffage in Proposed
RestroonT. all other
Tradable and Proposed Non- Tradable Lighting Wattage tablesin LTG-EXTform.
Interior ard� Exterior
Lighting Power
Interior lighting
Parking garage
Exterior lighting
Lighting Alterations
50% or more of existing are replaced
El
Select all LigIting Power and Lighting
Retail Display Allowance from LTG -INT -DISPLAY
Control elements that applyto the scope
Less than 50% of existing are replaced
Allowed Watts[ 5564
E]
of the retrofitproject. It'project Includes a
Lamp and/or ballast replacerne n t only -
El
combination cfspaceswhere less than
50% of the existingfixtuies areroplacedin
exisfing totalwattage not increased
El
El
I
somespaces,and 50% ormore ofthe
fixtures are replaced in others, then
50% ormore replaced- Total lighting power ofnew + existing-ta-remain fixtures shaNcomplywith total
provide separate lighting power
LPA per Sections C405.4.2 and C405.5.2. Includ6t hew + existing-to-remainfixturesin Proposed Lijh6ng
compliance thrms forthe two retrofit
Wattage table in LTG -INT -BLD, LTG-INT-SPACEor LTG-EXTform,
conditions. Spaces. undergoi7g the same
Less than 50% replaced - Total lighting powerofnew + oxisting4o-remah fixtums, shag not exceadthe
type of retrofitmaybe combinedinto one
total lighting powerpriorto alteration. Include new+ existing-to-remafn fixtures in the Pr oposedLighting
lighting powercomplience form.
Wattage table in LTG -INT -BLD, LTG-1NTSPACEorLTG-EXTform.
50% threshold applies to number ofluminaires; for interiorspaces andparking garages, and total
Refer to Section C503. 8 foradditional
installed wattage for exterior luminaires.
requirements.
Lighting Controls
Interior lighting
Parking garage
Exterior lighting
Allalteration lightingcontrols shall be
commissionedperC408.3.
'New wiring installedto serve added
fixtures andforfixtures relocated to new
2
ID
circuit(s)
:New or moved lighting panel
1:11
El
Interior spaceis reconfigured-
E]
lurninaires unchanged or relocated only
New wiring or circuit -For interior lighting, provide required manual controisper C405.2.3, occupancy
sensor c ontrolsper C405,2. 1, daylight responsive controls per C405.2.4 and application spedric lighthg
�hangesarebeing
NO made to
controls perC405.2 5. Forexteriorlighting, provide required controls per C405.2.7.
the intedororexteriorlighting
New or moved panel- Provide all applicable fighting controls as noted forNew Wiring and automatic
systems and eidsting space
time switch controls per C405.2.2.
uses and configurafion are not
Reconligured interiorspa ce - Provide all required lighting controls that apply to a new interior space,
changed.
Applkation specifr li�thtirgcontrolprovlsions per C405.2.5 do not apply to reconfigured spaces.
Change.of Space Use
E] Ex is fin g interior lighting syste ms. in areas u inder-going A c hange in. s pace u s e are upgraded to
corylp ly w ith LPAs for th e new s pace types per Tables C405.4.2(l) or C405.4.2(2).
Identifyintertior spac es requiring LPD upgrade to the current Code in Proposed Lighting Wattage tab is in
LTG -INT -BLD orLTG4NT-SPACE1hrm.
=0
1111% Well My, 1
2 915 W a . hingt. , Slat . E gy C . d. C . . pli. . . . F .
to I C - M m .16al 8 tilding. including R 2. F1 3, H 4 3 . t . ri.. -d .11 R I R -i. . d A ug..l. 2 016
Pr oje ct Title: Fill this fine out at top of LGT-SUM I Date 10/21/2016
Interior Lighting System Replacing s u spencled I in ear fixtu res, an d standard 2x4 & 2X2 fixtures th roughou t s u ite.
Descriptiont Providing new tas k lighting at training room and hallways, where linear fixtures do not fit with
layou L Provide emergencyl ighting to m eet IBC 107;2.3 as requ Ired. See A2B.2 for
approximate layout.
Brieflydescribe interiarlightirig system
type and features.
Interior Lighting Power 0 Building Area Method Space -by -space Method
Allowance Method Select methodusedin project
Interior Lighting Controls 2 AD m5.2.1 - c405.2.8 Controls EJ C405.2 Exception 5 Luminaire Level
Lighting Control (LLLC)
Additional Efficiency Package Option
C406A Enhanced digital lighting controls
To complywith C406.4, no less than 90% of the total installed interior lighting powershallcomply with the
required controls.per C406.4.
0 Us U 0 M P116nc a V 0 - S to r L a
,Hj,N4 ovei J sto,,e. anda,
Project Title:
Fill this line out on LGT.SUM
Number of
Fixtures
Date 10/21/2016
Calculation
0 New Construction 0 Addition -
0 Add!tiop clear
For Building Departimen I Use
Area NOIE 9
stand alone
+ existing
32
Restroom
o Spaces where <50% of o Spaces vvhere�:50% of
o �paces where the Use
12
Assembly
luminaires are replaced luminaires are replaced
is changing (C505)
16
LPA
Standard 0 Additional Efficiency Package Option Clear
Calculation
C406.3 Reduced Interior Lighting Plow er
Office
Suspended 8'LED Fixture
Tocomplywith C406.3, the ProposedLPD shall be25% lowerthan the TargetLPA,
28
IType
Referto C406.3for.additionalrequirerrBnts.
1
14
Maximum Allowed
Lighting Wattage NOTr; I
20
64
Location (plan #,
Ceiling Gross Interior
Allowed Watts Allow ed
room #)
SpaceType
Heigh0"' Area in ft2
Wafts per ft2 (w atts/ft2 x area)
Suite 641
Office: Open plan
13 2547
0.842 2146
Suite 641
Warehouse: Smaller, hand carried items
13 2660
0.360 2022
Suite 641
RestroonT. all other
8 275
0.780 215:
Suite 641
ClassroonrAl ctureltraining
13 118.21
1.000 1182
Total Area
Retail Display Allowance from LTG -INT -DISPLAY
Lobby Art/Exhibit Display Allowance from LTG -INT -DISPLAY NOTE8
Allowed Watts[ 5564
Proposed Lighting Wattage"cl-I
Location (plan 4,
room #)
Fixture Description NOTE -k 5,6
Number of
Fixtures
Wells/
FixtureNOTE7
Office/Assem.
2x4 Fluorescent Fixture
24
96
RestfUlso,
Recessed Can/Wall Washer
10
32
Restroom
Restroomwall mounted Vanity
4
12
Assembly
Small Pendant
3
16
Training
Alternate Large Pendant
6
32
Office
Suspended 8'LED Fixture
20
28
Of fic e
Suspended 4'LED Fixture
1
14
Warehouse
Suspended 8! Fluorescent Fixture
20
64
Watts
48
i 9-2
T6_0
Proposed Retail Display Lighfing from LTG-INT_DISPLAY
Total Proposed Watts maynotexceed TotatAllowed Watts for Interior Lighting Total Proposed Watts 4766 J
Interior Lighting Power Allowance COMPLIESI
Note I - List all unique space types perTable C405.4.2(2) thatoccur in the project scope. Selectspacetype categoryper from drop down menu.
Note 2 - Indicate ceilingheight foratriums and spaces utilizing the ceiling height adjustmentper Table C405.4.2(2), Footnotes dthruf
Note 3 - List allproposed lighting fixtures includhg exempt lighting equipment and existing -to -remain fixtures.
Note 4 - Forproposed Fixture Description, indicate fixture type, lamp type (e.g. T-8), number oflamps In the fixture, and ballast type (if included). For
I tracklioting, list the length of the track (in feet) in addition to the fixture, lamp, and ballastinformaton.
Note 5 -For lighiing equipment eligible for exemption per C405.4. 1, note exception numberand leave WattslFixture blank,
Note 6 - Existing-to-remairt fixtires shallb e included in the Proposed Lighting Wattage table in the same manner as new fixtures. Identilyas existing
in fixture description.
Note 7 -Forproposed WattslFixtuia enter the luminairewattage forinstalled lamp andb allast using man utaictureror other approvedsource. For
iuminaites Kith scre min lamps, enterthe manufacturer's listedmaximum input wattage of the fixture (not thelamp wattage). Forlow voltage
lighting, enterthe mttage of the transformer. Forflne voltagetrack1buswaysystems, enterthelargerofthe attachadiuminaire wattage or5O
wattsAireal foot, orenterthe wattage limit ofpermanent current limiting device.
Note 8 - Lob byArtlExhibit DisplayAllomnce is independent of the Maximum Allowed Lighting Wattage.
Note 9 - Calculation Area Details:
,a. Lighting fixtures in a b Wilding addition maycomply as a stand alone project, or they may b a comb tried Wth the overall existing b uildhig
lighting systems to demonstrate compliance. Refer to C502. 1.
b. Foratterations andb uilding additicris,. provide Space Types and gross intefiorareas in the Maximum.Allowed Lighting Wattage table. Ifa
b uilding addition Will complyas comb.inedwith theoverall existing bulding lighting systems, include all applicable existing Space Types
and gross interior areas.
c. If less than 50% of existing lighting fixtures will be replaced, provide tot I at existing lighting wattage (prior to alteration), in the space provided
in the MaximumAllowedLighting Wattage table.
SYMBOL I DESCRIPTION/SPEC
NEW BUILDING STANDARD
N = NEW. I RESTROOM SCONCE. SPEC: TBD
NEW OR RELOCATED 2' X 4' N
FLUORESCENT FIXTURE. NEW NEW SWITCH LOCATION.
EXISTING 2' X 2' FLUORESCENT N NEW NEW BUILDING STANDARD
FIXTURE TO REMAIN. EXHAUST FAN
NEW ±19" SUSPENDED PENDANT.
NEW GWB SOFFIT. MATCH
N =NEW SPEC: LEXINGTON, WHITE, 20"W X
EXISTING SOFFIT -10.. ._... .- -1 - .--
ALL NEW 17' PENDANT (6).
N = NEW SPEC: LBL, LOFT GRANDE.
BRUSHED ALUM W/POLISHED
NEW GWB CEILING. SEE E/A.9.2 NICKEL CAGE. INSTALL AT 8'-0'
. . . PAINT P-5, UON. AFF, FIELD VERIFY.
NEW SUITE STANDARD ACT GRID AND TILE. MATCH EXISTING HEIGHT AND GRID LAYOUT. PATCH AND
PAINT EXISTING GRID FOR "LIKE NEW" APPEARANCE. SEE M/A.9.2 FOR DETAILS.
09=% 00-sts #--% 0-% osease 0�_%
A NEW B/S EMERGENCY BUG EYE, IEW EXIT _SIGK WITH ROG Ms -
T::7 N NEW FIXTURE PER IBC 1006. N = NEW COORDINATE FINAL LOCATION WITH
I>(Ew 7
L CODE OFFICIAL. PER IBC 1006.
A 04 A A 04 A 1 04 A A A A -A A
li`�C�FE7R -A HE ET NOTES
1. REFER TO PROJECT NOTES FOR CONSTRUCTION REQUIREMENTS.
2. ARCHITECTURAL REFLECTED CEILING PLANS INDICATE TYPE AND LOCATION OF LIGHT FIXTURES REFER TO DESIGN BUILD
ELECTRICAL DRAWINGS AND DESIGN BUILD LIFE SAFETY FOR COMPLETE REFLECTED CEILING PLAN DESIGN.
3. LIGHT SWITCHES ARE SHOWN FOR LOCATION AND DESIGN INTENT ONLY. REFER TO ELECTRICAL DESIGN BUILD FOR
SPECIFIC LOCATION AND SWITCHING DIAGRAMS.
4. UNLESS NOTED OTHERWISE, MULTIPLE SWITCHES IN A SINGLE LOCATION SHALL BE GANGED IN A SINGLE BOX AND
COVERED WITH A SINGLE COVERPLATE.
5. CLEAN, REPAIR OR REPLACE AS REQUIRED ALL EXISTING SUSPENDED CEILING GRID AND TILES EXISTING TO REMAIN.
6. HVAC CONTRACTOR TO CLEAN ALL EXISTING SUPPLY/RETURN GRILLS PRIOR TO COMPLETION OF PROJECT.
7. ELECTRICAL SUB -CONTRACTOR IS RESPONSIBLE FOR CONFIRMING THE COUNTS OF EXISTING FIXTURES TO BE RELOCATED.
8. ELECTRICAL SUB -CONTRACTOR IS RESPONSIBLE FOR PROVIDING CUT SHEETS TO DESIGNER FOR ALL FIXTURES
DESIGNATED AS NEW.
9. PROVIDE EGRESS ILLUMINATION PER IBC 1006. CONTRACTOR IS RESPONSIBLE FOR DESIGN OF THIS SYSTEM UNDER
THE DESIGN BUILD CONTRACT. VERIFY WITH BUILDING MANAGEMENT'S EXISTING SYSTEM AND PROVIDE FULL COMPLIANCE
TO NEW TENANT SPACE.
10. THE MEANS OF EGRESS ILLUMINATION LEVEL SHALL NOT BE LESS THAN 1 FOOT CANDLE (11 LUX) AT THE WALKING
SURFACE.
KEYED RCP SHEET NOTES
TYPE 1 HOOD AT CEILING, SEE POWER PLAN FOR MORE INFORMATION, A.2C.1.
CEILING MOUNTED PROJECTOR SCREEN, SEE POWER PLAN FOR MORE INFORMATION, A.2C.1.
RELOCATED SUSPENDED LINEAR FIXTURES TO BE INSTALLED AT EXISTING HEIGHT AND REUSE POWER LOCATIONS/LAYOU
WHERE POSSIBLE.
WHERE CEILING GRID/SOFFIT HAS BEEN REMOVED, CLEAN AND PAINT BOTTOM OF STRUCTURE TO MATCH EXISTING.
REPLACE EXISTING EXHAUST FANS WITH NEW BUILDING STANDARD FIXTURES. RE -INSTALL AT EXISTING LOCATIONS.
PROVIDE NEW GWB CEILING AT ADA RESTROOM. SEE LEGEND FOR DETAILS.
INSTALL PENDANT LIGHTS AS CLOSE TO CEILING GRID AS POSSIBLE - CENTERED IN ROOM. GC. TO COORDINATE FINAL
LOCATION/FIELD VERIFY WITH ARCHITECT PRIOR TO INSTALL.
Tenant:
WESTERN FOODS/CORE GROUP
ANDOVER EXECUTIVE PARK BUILDING 13
641 INDUSTRY DRIVE
TUKWILA, WA 98188
A Tenant Improvement for:
SKB COMPANY
ANDOVER EXECUTIVE PARK
617 INDUSTRY DR.
TUKWILA, WA 98188
L B BURGESS
INTERIOR ARCHITECTURE
1326 Fifth Avenue, Suite 400 1 Seattle, WA 913101 T 206 587 7120 W BurgessloWcom
All reproduction & intellectual property rights reserved c 2015
Professional seal
RANDALL ALAN MORGAN
STATE OF WASHINGTON
No. Issue Description Date
REVIEW SET 08.15.16
REVISED REVIEW SET 08.23.16
FINAL REVIEW SET 09.12.16
PERMIT SET 09.20.16
A CORRECTIONS SET 10.21.16
City Electronic Stamp Location
REVIEWED F OR
CODE COMPLIANCE
APPROVED
NOV 2 2 2016
City of Tukwila
Drawn K Project Manager: RM
Project No: 16.3405.00
I'VEEFLECTED CEILING
PLAN
RECEIVED
CITY OF TUKWILA
OCT.24 2016 Original drawing is 24" x 36". Scale entities accordingly if reduced
r PERMIT CENTER
14%, . ei4,-u� ff- ,., A.2 -B.2
EXISTING 1' X 4' FLUORESCENT
SUSPENDED FIXTURE TO REMAIN.
(D N = NEW
NEW BUILDING STANDARD
RECESSED WALL WASHER.
N = NEW
NEW SUSPENDED LED FIXTURE.
EXISTING EXIT SIGN TO REMAIN.
SPEC: COOPER, NEO -RAY 23
0
COORDINATE WITH CODE
DIP. 478' LENGTH
OFFICIAL.
EXISTING 2' X 4' FLUORESCENT
NEW OR RELOCATED EXIT SIGN.
FIXTURE TO REMAIN.
COORDINATE FINAL LOCATION
WITH CODE OFFICIAL.
NEW OR RELOCATED 2' X 4' N
FLUORESCENT FIXTURE. NEW NEW SWITCH LOCATION.
EXISTING 2' X 2' FLUORESCENT N NEW NEW BUILDING STANDARD
FIXTURE TO REMAIN. EXHAUST FAN
NEW ±19" SUSPENDED PENDANT.
NEW GWB SOFFIT. MATCH
N =NEW SPEC: LEXINGTON, WHITE, 20"W X
EXISTING SOFFIT -10.. ._... .- -1 - .--
ALL NEW 17' PENDANT (6).
N = NEW SPEC: LBL, LOFT GRANDE.
BRUSHED ALUM W/POLISHED
NEW GWB CEILING. SEE E/A.9.2 NICKEL CAGE. INSTALL AT 8'-0'
. . . PAINT P-5, UON. AFF, FIELD VERIFY.
NEW SUITE STANDARD ACT GRID AND TILE. MATCH EXISTING HEIGHT AND GRID LAYOUT. PATCH AND
PAINT EXISTING GRID FOR "LIKE NEW" APPEARANCE. SEE M/A.9.2 FOR DETAILS.
09=% 00-sts #--% 0-% osease 0�_%
A NEW B/S EMERGENCY BUG EYE, IEW EXIT _SIGK WITH ROG Ms -
T::7 N NEW FIXTURE PER IBC 1006. N = NEW COORDINATE FINAL LOCATION WITH
I>(Ew 7
L CODE OFFICIAL. PER IBC 1006.
A 04 A A 04 A 1 04 A A A A -A A
li`�C�FE7R -A HE ET NOTES
1. REFER TO PROJECT NOTES FOR CONSTRUCTION REQUIREMENTS.
2. ARCHITECTURAL REFLECTED CEILING PLANS INDICATE TYPE AND LOCATION OF LIGHT FIXTURES REFER TO DESIGN BUILD
ELECTRICAL DRAWINGS AND DESIGN BUILD LIFE SAFETY FOR COMPLETE REFLECTED CEILING PLAN DESIGN.
3. LIGHT SWITCHES ARE SHOWN FOR LOCATION AND DESIGN INTENT ONLY. REFER TO ELECTRICAL DESIGN BUILD FOR
SPECIFIC LOCATION AND SWITCHING DIAGRAMS.
4. UNLESS NOTED OTHERWISE, MULTIPLE SWITCHES IN A SINGLE LOCATION SHALL BE GANGED IN A SINGLE BOX AND
COVERED WITH A SINGLE COVERPLATE.
5. CLEAN, REPAIR OR REPLACE AS REQUIRED ALL EXISTING SUSPENDED CEILING GRID AND TILES EXISTING TO REMAIN.
6. HVAC CONTRACTOR TO CLEAN ALL EXISTING SUPPLY/RETURN GRILLS PRIOR TO COMPLETION OF PROJECT.
7. ELECTRICAL SUB -CONTRACTOR IS RESPONSIBLE FOR CONFIRMING THE COUNTS OF EXISTING FIXTURES TO BE RELOCATED.
8. ELECTRICAL SUB -CONTRACTOR IS RESPONSIBLE FOR PROVIDING CUT SHEETS TO DESIGNER FOR ALL FIXTURES
DESIGNATED AS NEW.
9. PROVIDE EGRESS ILLUMINATION PER IBC 1006. CONTRACTOR IS RESPONSIBLE FOR DESIGN OF THIS SYSTEM UNDER
THE DESIGN BUILD CONTRACT. VERIFY WITH BUILDING MANAGEMENT'S EXISTING SYSTEM AND PROVIDE FULL COMPLIANCE
TO NEW TENANT SPACE.
10. THE MEANS OF EGRESS ILLUMINATION LEVEL SHALL NOT BE LESS THAN 1 FOOT CANDLE (11 LUX) AT THE WALKING
SURFACE.
KEYED RCP SHEET NOTES
TYPE 1 HOOD AT CEILING, SEE POWER PLAN FOR MORE INFORMATION, A.2C.1.
CEILING MOUNTED PROJECTOR SCREEN, SEE POWER PLAN FOR MORE INFORMATION, A.2C.1.
RELOCATED SUSPENDED LINEAR FIXTURES TO BE INSTALLED AT EXISTING HEIGHT AND REUSE POWER LOCATIONS/LAYOU
WHERE POSSIBLE.
WHERE CEILING GRID/SOFFIT HAS BEEN REMOVED, CLEAN AND PAINT BOTTOM OF STRUCTURE TO MATCH EXISTING.
REPLACE EXISTING EXHAUST FANS WITH NEW BUILDING STANDARD FIXTURES. RE -INSTALL AT EXISTING LOCATIONS.
PROVIDE NEW GWB CEILING AT ADA RESTROOM. SEE LEGEND FOR DETAILS.
INSTALL PENDANT LIGHTS AS CLOSE TO CEILING GRID AS POSSIBLE - CENTERED IN ROOM. GC. TO COORDINATE FINAL
LOCATION/FIELD VERIFY WITH ARCHITECT PRIOR TO INSTALL.
Tenant:
WESTERN FOODS/CORE GROUP
ANDOVER EXECUTIVE PARK BUILDING 13
641 INDUSTRY DRIVE
TUKWILA, WA 98188
A Tenant Improvement for:
SKB COMPANY
ANDOVER EXECUTIVE PARK
617 INDUSTRY DR.
TUKWILA, WA 98188
L B BURGESS
INTERIOR ARCHITECTURE
1326 Fifth Avenue, Suite 400 1 Seattle, WA 913101 T 206 587 7120 W BurgessloWcom
All reproduction & intellectual property rights reserved c 2015
Professional seal
RANDALL ALAN MORGAN
STATE OF WASHINGTON
No. Issue Description Date
REVIEW SET 08.15.16
REVISED REVIEW SET 08.23.16
FINAL REVIEW SET 09.12.16
PERMIT SET 09.20.16
A CORRECTIONS SET 10.21.16
City Electronic Stamp Location
REVIEWED F OR
CODE COMPLIANCE
APPROVED
NOV 2 2 2016
City of Tukwila
Drawn K Project Manager: RM
Project No: 16.3405.00
I'VEEFLECTED CEILING
PLAN
RECEIVED
CITY OF TUKWILA
OCT.24 2016 Original drawing is 24" x 36". Scale entities accordingly if reduced
r PERMIT CENTER
14%, . ei4,-u� ff- ,., A.2 -B.2
KEYED SHEET NOTES
WALL MOUNTED DEVICES
VERIFY FINAL MOUNTING HEIGHT, LOCATION AND POWER/DATA REQUIREMENTS OF FLATSCREEN WITH
SYMBOL
DESCRIPTION
TENANT.
COORDINATE CONNECTIVITIES BETWEEN FLATSCREEN AND CORE DRILL AT CONFERENCE WITH TENANT AND
IT PERSONNEL.
EXISTING TO REMAIN
PROVIDE CEILING MOUNT SPEAKER SYSTEM AT TRAINING ROOM. TENANT TO CONFIRM SCOPE AND FINAL
REQUIREMENTS.
UTILITY
R -3O -SS -1S -D,
#
DUPLEX OUTLET ( # DENOTES MOUNTING HT IN INCHES)
PHONE SYSTEM: COORDINATE POWER, COMMUNICATION, AND BTU OUTPUT WITH TENANT. EXISTING SUITE
2
QUADRAPLEX OUTLET
D -MARK FROM PREVIOUS SERVER ROOM, (NOW LOCATED AT VACANT SUITE). VERIFY WITH BUILDING
F -3O -SS -1S -D
84"HX34"DX30'V
MANAGEMENT.
N/A
Fil
DEDICATED DUPLEX OUTLET
TENANT PROVIDED SHELVING AT WAREHOUSE - UNDER 12', NO WALL/CLNG SUPPORT IS REQUIRED.
PROVIDE EXTRA 208V POWER LOCATION, FOR FUTURE USE. VERIFY FINAL LOCATION WITH TENANT.
44-4
78"HX44"DX35"W
NEMA 12 CONTROL
PANEL
2, J" HW COPPER WATER LINES
11- DRAIN LINE
DEDICATED QUADRAPLEX OUTLET
1
3 COMPARTMENT SINK
(VERIFY FINAL SPEC W/TENANT)
VOICE & DATA COMBINATION OUTLET. (MUD RING AND PULL STRING
93-23-60-18RL
lO3'X2O'X37"
- VERIFY EXTENT OF WHAT IS PROVIDED WITH BUILDING MANAGEMENT)
ALTERNATE PRICING
1-6
SPECIALTY OUTLET
PROVIDE CORE DRILL AT TRAINING ROOM ISLAND/TABLE. VERIFY FINAL LOCATION AND REQUIREMENTS
WITH TENANT/IT PERSONNEL
1
PROVIDE JUNCTION BOX IN WALL FOR TENANT SUPPLIED FURNITURE WHIP. VERIFY BEST LOCATION.
VERIFY POWER/DATA REQUIREMENTS FOR EA. WORKSTATION WITH TENANT AND FURNITURE SUPPLIER.
FLOOR MOUNTED DEVICES.
F -P30-18
40"HX40"DX20'V
120V, 1 PHASE,
3 AMPS
FLUSH FLOOR MOUNTED COMBINATION VOICE & DATA OUTLET AND DUPLEX OUTLET - COORDINATE
EXACT LOCATION WITH TENANTS FURNITURE VENDOR.
1
MISC. NOTATION
POWER AND DATA PLAR
0 81 16' 24
1/8 99 = 1 11 099
N I DENOTES A NEW DEVICE
GFI I DENOTES A GROUND FAULT INTERRUPT CIRCUIT
GENERAL ELECTRICAL NOTES
1. REFER TO PROJECT NOTES FOR CONSTRUCTION REQUIREMENTS.
2. ELECTRICAL SUB -CONTRACTOR IS RESPONSIBLE FOR VERIFYING THE WORKING CONDITION OF ALL EXISTING OUTLETS
NOTED TO REMAIN. G.C. TO REPAIR OUTLETS IF FAULTY, VERIFY WITH BUILDING MANAGEMENT FOR LOCATIONS.
3. ALL OUTLETS SHOWN ARE APPROXIMATE. DUE TO HIDDEN CONDITIONS ADDITIONAL P/P/D MAY EXIST BUT NOT BE
REFLECTED ON THE PLANS.
4. FURNITURE SHOWN FOR INTENT ONLY, FINAL LOCATION OF FURNITURE AND OUTLETS TO BE COORDINATED WITH
TENANTS FURNITURE VENDOR. VERIFY ELECTRICAL AND VOICE/DATA REQUIREMENTS WITH TENANT.
5. UNLESS DIRECTED OTHERWISE, ALL VOICE/DATA CABLING AND EQUIPMENT ASSOCIATED WITH VOICE/DATA SERVICE
INCLUDING WORK FROM BUILDING/FLOOR D -MARK TO SERVER ROOM SHALL BE FURNISHED AND INSTALLED BY
TENANT. G.C. TO VERIFY WITH BUILDING MANAGEMENT FOR FINAL PROJECT SCOPE.
6. FURNITURE VENDOR TO VERIFY ALL POWER AND DATA LOCATIONS AND HOW THEY INTERFACE WITH FURNITURE.
VENDOR TO VERIFY ALL CRITICAL DIMENSIONS. G.C. TO COORDINATE VENDOR'S FIELD VERIFICATION OF ALL FURNITURE
DIMENSIONS.
EQUIPMENT LIST - VERIFY ALL REQUIREMENTS FOR TENANT PROVIDED EQUIPMENT, G.C. TO PROVIDE ACCESSORIES, LION.
# EQUIPMENT MANUFACTURER MODEL # DIMENSIONS POWER INFORMATION PLUMBING. REQUIREMENTS NOTES
1 AASHER/DRYER COMBO ±28"DX30"W DEDICATED 120V WATER LINE REQ. VERIFY HEIGHT CLEARANCE REQ.
L2
J
I
I
2
REACH -IN REFRIGERATOR, 1 DOOR
UTILITY
R -3O -SS -1S -D,
84'HX34"DX30'V
5-15 NEMA PLUG
N/A
2
REACH -IN FREEZER, 1 DOOR
UTILITY
F -3O -SS -1S -D
84"HX34"DX30'V
5-15 NEMA PLUG
N/A
Fil
1
SINGLE TANK CONVEYOR DISHWASHER
INSINGER ADMIRAL
44-4
78"HX44"DX35"W
NEMA 12 CONTROL
PANEL
2, J" HW COPPER WATER LINES
11- DRAIN LINE
Fil
1
3 COMPARTMENT SINK
(VERIFY FINAL SPEC W/TENANT)
ADVANCE TABCO
93-23-60-18RL
lO3'X2O'X37"
N/A
CW A" HW I" DRAIN. DIRECT
CONNECT W/GREASE INTERCEPTION
FAUCETS NOT INCLUDED
VERIFY GC TO FURNISH AND INSTALL
F71
1
GAS FRYER
I
ULTRA FRYER
SYSTEMS
F -P30-18
40"HX40"DX20'V
120V, 1 PHASE,
3 AMPS
7" WATER COLUMN NATURAL GAS &
14" WATER COLUMN PROP./BUTANE
1
GAS CHARBROILER, 12" TOP
ELECROLUX
EM SERIES
169020-AGG12
18"HX32"DX12"W
N/A
NPT, NATURAL GAS & PROPANE
INCLUDES ELECTROLUX OPEN CUPBOARD
169028-AV12 AT BASE.
Fil
1
GAS RANGE/OVEN, 4 BURNER
W/ STATIC 24- OVEN
ELECROLUX
EM SERIES
169004-ACFG24
38"HX32"DX24V
N/A
NPT, NATURAL GAS & PROPANE
Fi-ol
1
CONVECTION OVEN/
ELECTIC COMBI OVEN
ELECTROLUX,
AIR -O -STREAM
257281 -
AOSO62ETM1
42"HX45"DX49"W
208V, 3PH, 58 AMPS,
CIRCUIT BREAKER
WATER LINE & 14" DRAIN
1
TYPE I HOOD
TBD
5'WX1 'I'L
N/A
PROVIDE APPROVED FIRE SUPPRESSION
SYSTEM
1
FOOD PROCESSOR, TRS
ELECTROLUX
603355-TRS22
20"HX20"DX9'V
115V, 1PH
N/A
ri-31
1
SANDWICH PRESS
ELECTROLUX
603859-HSPPAl
25"HX27"DX14"W
208V, 1 PH, 26 AMPS,
NEMA6-30 PLUG
N/A
INSTALL 7" FROM WALL & 2" BETWEEN
OTHER UNITS.
1
PANINI PRESS
ELECTROLUX
602104-DGR15U
9"HX18"DX15"W
120V, 1 PH
N/A
F1 5]
1
PREFAB WALK-IN FREEZER
24'-l"L X
14'-6"W
12'-0" CEILINGS, BUILT-IN FLOOR
AT FREEZER
1
PREFAB WALK-IN FREEZER
24'-l"L X
14'-6"W
12'-0" CEILINGS, BUILT-IN FLOOR
AT FREEZER
F171
1
PREFAB WALK-IN COOLER
24'-l"L X
1O'_1O"W
12'-0" CEILINGS, INSTALLED ON GRADE
CONCRETE FLOOR.
El
1
HAND WASHING SINK
ADVANCETABCO
7 -PS -54
17"X15"X13"
N/A
CW J" HW DRAIN
MINIMUM HOT WATER TEMP ALLOWED 100*
* VERIFY GC TO FURNISH AND INSTALL
Fl -91
1
PREP SINK
ADVANCE TABCO
93-21-20-18R/L
44-X2O'X37"
N/A
CW I" HW --J" DRAIN
INDIRECT WASTE DRAIN LINE
* VERIFY GC TO FURNISH AND INSTALL
1
COFFEE MAKER
N/A
1
COPIER/PRINTER
DEDICATED P/V/D
N/A
1
FLATSCREEN TELEVISION
N/A
PROVIDE BACKING AT NEW/EXISTING WALLS.
1
MINI FRIDGE
1
PAPER TOWEL DISPENSER
BOBRICK
B-262 OR SIM.
11 "X4"X 15"
N/A
N/A
INSTALL 48" AFF MAX PER ADA REQ.
* VERIFY GC TO FURNISH AND INSTALL
1
HAND SOAP DISPENSER
BOBRICK
818615 OR SIM.
7"X6"X4"
N/A
N/A
* VERIFY GC TO FURNISH AND INSTALL
1
SINGLE PHASE HOT WATER HEATER
CEILING MOUNTED
G.E.
B/S
47"X20" DIA.
CAPACITY (40GAL -VERIFY WITH TENANT)
* GC TO PROVIDE
FF1
MICROWAVE
GROUNDED DUPLEX
N/A
I
Tenant:
WESTERN FOODS/CORE GROUP
ANDOVER EXECUTIVE PARK BUILDING 13
641 INDUSTRY DRIVE
TUKWILA, WA 98188
A Tenant Improvement for:
SKB COMPANY
ANDOVER EXECUTIVE PARK
617 INDUSTRY DR.
TUKWILA, WA 98188
BURGESS
INTERIOR ARCHITECTURE
1326 Fifth Avenue, Suite 400 1 Seattle, WA 98101 T 206 587 7120 W BurgessPNW.corn
All reproduction & intellectual property rights reserved c 2015
Professional seal
LL ALAN MORGAN
OF WASHINGTON
No. Issue Description Date
REVIEW SET 08.15.16
REVISED REVIEW SET 08.23.16
FINAL REVIEW SET 09.12.16
PERMIT SET 09.20.16
CORRECTIONS SET 10.21.16
City Electronic Stamp ockEVIEWED FOR
CODE COMPLIANCE
APPROVtD
RECEIVED 2 2 2016
CITY OF TUKWILA
OCT 24 2016 city of Tukwila
BUILDIN(G DIVISION
L
PERMIT CENTER,
Drown by: JG/MK Project Manager: RM
Project No: 16.3405.00
POWER-& DATA PLAN
Original drawing is 24" x 36". Scale entities accordingly if reduced
f - *nA. 2 C, I
KEYED SHEET NOTES
NEW EXIT PATHWAY FLOOR PAINT, P-8. PAINT TO BE 'WARNING' YELLOW. VERIFY WITH CITY OF TUKWILA.
IN EXISTING WAREHOUSE AREA, CLEAN, GRIND AND SEAL EXISTING CONCRETE FLOOR.
PROVIDE 42"H P -LAM WET WALL LOCATIONS AT TENANT RESTROOMS (3). USE ONE OF EXISTING TENANT
P -LAM SPECS, FINAL SELECTION: PL -3.
FINISH SPECIFICATIONS
SYMBOL I MANUFACTURER I DESCRIPTION
BASE
4"h COVED RUBBER BASE. *NOT USED AT SV -1 LOCATIONS
FB -11 ROPPE COLOR: CHARCOAL 123
ALTERNATE PRICING
CARPET
PROVIDE 42"H SUBWAY TILE AT WET WALL LOCATIONS AT TENANT RESTROOMS (3).
E�]
J&J INVISION
FIELD CARPET
STYLE: STRUCTURE 2010, COLOR: TRUSS 1804
Efl
DUNN EDWARDS
GWB SEMI -GLOSS FINISH - ACCENT COLOR @ RESTROOMS
INSTALLED: DIRECT GLUE, INSTALL PATT: DIRECT GLUE
PAINT
COLOR: LIME SORBET DE 5550
F -P-11
BENJAMIN MOORE
GWB EGGSHELL FINISH
COLOR: DECORATORS WHITE CC -20
ED
DUNN EDWARDS
GWB EGGSHELL FINISH - ACCENT COLOR
COLOR: LIME SORBET DE 5550
BENJAMIN MOORE
Efl
DUNN EDWARDS
GWB EGGSHELL FINISH - ACCENT COLOR
COLOR: PURPLE TRINKET DE 5979
SPEC: STANDARD NEON EXIT STRIPING COLOR
BENJAMIN MOORE
WOOD DOOR/FRAME SEMI -GLOSS FINISH
COLOR: CHELSEA GRAY HC -168
EXISTING CONCR
I
___TBENJAMIN
BENJAMIN MOORE
GWB FLAT FINISH - SOFFIT/CEILING COLOR
COLOR: DECORATORS WHITE CC -20
VERIFY IF SEALING FLOOR IS REQUIRED.
P7
F -6
MOORE
GWB SEMI -GLOSS FINISH - FIELD COLOR @ RESTROOMS AND FOOD PREP
COLOR: DECORATORS WHITE CC -20
FINISH FLOOR PLAN
0 89 16' 24 9
1/8 19 = i I- oil
E�]
BENJAMIN MOORE
GWB SEMI -GLOSS FINISH - ACCENT COLOR @ RESTROOMS AND FOOD PREP
COLOR: CHELSEA GRAY HC -168
Efl
DUNN EDWARDS
GWB SEMI -GLOSS FINISH - ACCENT COLOR @ RESTROOMS
COLOR: LIME SORBET DE 5550
DUNN EDWARDS
GWB SEMI -GLOSS FINISH - ACCENT COLOR @ RESTROOMS
COLOR: PURPLE TRINKET DE 5979
I _P_ 101
BENJAMIN MOORE
WAREHOUSE EXIT PATH @ CONCRETE FLOOR
SPEC: STANDARD NEON EXIT STRIPING COLOR
EXPOSED CONCRETE
EK
EXISTING CONCR
I
GRIND AND CLEAN EXISTING CONCRETE FLOOR AT WAREHOUSE AREA.
VERIFY IF SEALING FLOOR IS REQUIRED.
SHEET VINYL FLOORING
MANNINGTON
6' WIDE SHEET VINYL W/6- INTEGRAL COVE BASE
(WELDED SEAMS) & METAL TRIM. TRANSITION STRIP: J" SCHLUTER STRIP.
STYLE: BIOSPEC FINE FIELDS, COLOR: IRON 10368
PLASTIC LAMINATE
FPL -71
FORMICA
PLASTIC LAMINATE HORIZONTAL SURFACES/BACKSPLASH.
LAMINATE COLOR: BASALT SLATE 3690-77
FP—L-2]
FORMICA
PLASTIC LAMINATE VERTICAL SURFACES
LAMINATE COLOR: BURNT STRAND 6307-58
INTERIOR MELAMINE COLOR: WHITE
FP L —73
FORMICA
PLASTIC LAMINATE VERTICAL SURFACES/WAINSCOTTING *RESTROOM WET WALLS
LAMINATE COLOR: DOVER WHITE 7197-58
WALL COVERING
Fw-c _-11 WOLF GORDON WALL COVERING @ RECEPTION - PROVIDE LEVEL 5 FINISH AT WALL.
SPEC: BONAIRE, COLOR: ONYX, WITH PRODUCT BNR 7-3266
WALL COVERING @ CONFERENCE - PROVIDE LEVEL 5 FINISH AT WALL.
FWC--2] WOLF GORDON SPEC: BONAIRE, COLOR: MOON, WITH PRODUCT BNR 7-3258
CERAMIC TILE -ALTERNATE OPTION
DALTILE SUBWAY TILE AT WET WALL LOCATIONS, 42- AFF 1/METAL TRANSITION STRIP.
FCT _1 I SPEC: MODERN DIMENSIONS, ARCTIC WHITE - VERIFY FINAL SIZE.
ENERAL FINISH NOTES
1 . PROVIDE B-1 THROUGHOUT, UON.
2. PROVIDE P-1 THROUGHOUT, LION.
3. PROVIDE CPT -1 THROUGHOUT, UON.
4. REFER TO ELEVATIONS AND DETAIL SHEETS.
5. CENTER TRANSITION BETWEEN MATERIALS UNDER DOOR PER DETAILS.
6. ALL WOOD VENEER SHALL COME FROM THE SAME FLITCH AND SEQUENCE, LION. (IF APPUCABLE)
RECEIVED
CITY OF TUKWILA
OCT 24 2016
CENTER
Tenant:
WESTERN FOODS/CORE GROUP
ANDOVER EXECUTIVE PARK BUILDING 13
641 INDUSTRY DRIVE
TUKWILA, WA 98188
A Tenant Improvement for:
SKB COMPANY
ANDOVER EXECUTIVE PARK
617 INDUSTRY DR.
TUKWILA, WA 98188
NE -Z BURGESS
Lolp INTERIOR ARCHITECTURE
1326 Fifth Avenue, Suite 400 1 Seattle,. WA 98101 T206 587 7120 W BurgessPNW.corn
All reproduction & intellectual property rights reserved c 2015
Professional seal
LL ALAN MORGAN
OF WASHINGTON
No. Issue Description Date
REVIEW SET 08.15.16
REVISED REVIEW SET 08.23.16
FINAL REVIEW SET 09.12.16
PERMIT SET 09.20.16
CORRECTIONS SET 10.21.16
City Electronic Sto
REVIE D FOR
CODE COMPLIANCE
APPROVED
Nov 2 2 2016
City of Tukwila
E ILDING DIVISION
, 7)UT
Drawn by: JG/MK Project Manager: RM
Project No: 16.3405.00
FINISH FLOOR PLAN
Original drawing is 24" x 36". Scale entities accordingly if reduced
%
.1 30"x48"
PLFJV�_ AR EA
FOR ADA
ACCESS
1
L -
19/1
b 0
qO x6 Ac
CL�OR REA F_�
FOR TOIL �CCESSIBILITY
L_qA —60 -
ADA �j
_,V,
0
J_
ENLARGED RESTROOM PLAN
54" MIN.
39"-41"
42" MIN.
1- 1 /4"Ox421
GRAB BAR -
12"
-
MAXt
W.0
co
CD
_Q0
C)
0
C*_J
I I— oil
3/8
FWALL -MOUNTED LIGHT FIXTURE,
WHERE OCCURS I J
24'00"
SELF
FRAMED
F-1 MIRROR
CD
T
>
A
LAV.
-;d-
0
in
NON
HC
ACCESSIBLE
URINAL
TYP. ADA COMPLIANT RR MOUNT. HTS.
NTS
RESTROOM ACCESSORY PLAN
t�E
CD
1
I
LLJ 0-1
V)
FIXTURE VERIFY WITH BUILDING MANAGEMENT.
0
0
DISPENSER
NON -ADA TOILET
UNIT
0-)
PAPER TOWEL
NON
HC
ACCESSIBLE
W.C.
1 - 1 /2"0061
GRAB BAR
>
LLJ
C/�
1-1�
LJ_
0
a- 0
0 =
C)
<
r, -
I =:
X
<
0
LC)
CD
L0
_C*�l
C -,,J
99 V
3/8
2f:
SOAP DISP
X
<
HC 8" MIN---� 6" MAX
ACCESSIBLE 'TOE CLEARANCE
W.C.
V-51' MIN DItPTH
MIRROR WIT
CHROME ED
PIECE
ADA COMPLI
SINK & FAIL
0
TYP. ADA SINK ELEVATIONS
LJ__LJ_L______F_____1
0 4 8 113 12 99
Reach portion of
fixture can't be
5" MAX.
ter than 48" off.
Seat dispenser can NO
LONGER go behind
BUBBLER
toilet in ADA.
_-S <
X C� , I
< < :z CD
CD X CD
CD <
T 00<
rr)
;z U) C__,l
NAPKIN
EXCEPT GRAB BARS.
1
PAPER
DISPOSAL
FIXTURE VERIFY WITH BUILDING MANAGEMENT.
TOWEL
UNIT
DISPENSER
NON -ADA TOILET
UNIT
PAPER DISPENSER
PAPER TOWEL
DISPOSAL UNIT
J
AFF.
3/8 1 11 011
ALL ACCESSORIES ARE FROM CONTURA LINE OF BOBRICK PRODUCTS
ACCESSORIES
EXCEPT GRAB BARS.
USE THESE SPECS FOR BIDDING AND IN LIEU OF BUILDING STANDARDS.
SYMBOL
FIXTURE VERIFY WITH BUILDING MANAGEMENT.
WALL—MOUNTED SOAP DISPENSER — REUSE EXISTING WHERE POSSIBLE
BOBRICK B-818615, STAINLESS STEEL FINISH (OR APPROVED EQUAL)
SURFACE—MOUNTED TOILET SEAT COVER DISPENSER — REUSE EXISTING WHERE POSSIBLE
BOBRICK B-4221 (OR APPROVED EQUAL)
SURFACE—MOUNTED MULTI—ROLL TOILET TISSUE DISPENSER — REUSE EXISTING WHERE POSSIBLE
B-4288 (OR APPROVED EQUAL)
SURFACE—MOUNTED SANITARY NAPKIN WASTE RECEPTACLE — REUSE EXISTING WHERE POSSIBLE
BOBRICK B-270 (OR APPROVED EQUAL)
RECESSED PAPER TOWEL DISPENSER — REUSE EXISTING WHERE POSSIBLE
BOBRICK B-4369 (OR APPROVED EQUAL)
GRAB BAR @ 36 X 1 1/2" — REUSE EXISTING WHERE POSSIBLE
BOBRICK 6806 SERIES (OR APPROVED EQUAL)
GRAB BAR @ 42- X 1 1/2- — REUSE EXISTING WHERE POSSIBLE)
BOBRICK B-6806 SERIES (OR APPROVED EQUAL)
VERTICAL GRAB BAR @ 18" X 1 1/2" - REUSE EXISTING WHERE POSSIBLE
BOBRICK B-6806 SERIES (OR APPROVED EQUAL)
EQUIPMENT
SYMBOL
FIXTURE
<�
NEW ADA—COMPLIANT TOILET. SPEC: KOHLER ADAIR K 3946 (OR APPROVED EQUAL).
VERIFY FLUSHING METHOD WITH BLDG MGMT.
<�
NEW ADA COMPLIANT WALL MOUNTED LAVATORY.
SPEC: KOHLER, GREENWICH WALL—MOUNT (OR APPROVED EQUAL).
NEW ADA—COMPLIANT LAVATORY MANUAL FAUCET.
VERIFY WITH BUILDING MANAGEMENT FOR B/S SPEC.
VERIFY AERATOR WITH BUILDING MANAGEMENT.
GENERAL NOTES
1. ALL RESTROOM FLOORS SHALL BE IMPERVIOUS SURFACES AND HAVE 4" INTEGRAL COVED BASE.
2. ALL RESTROOM WET WALLS SHALL HAVE AN IMPERVIOUS SURFACE UP TO 48" MIN A.F.F.
3. P—TRAP INSULATION COLORS ARE WHITE.
4. ALL PLUMBING FIXTURES ARE WHITE.
5. ALL FAUCETS AND BRIGHT WORK ARE POLISHED CHROME — VERIFY WITH BUILDING MANAGEMENT.
6. VERIFY INSTALLATION REQUIREMENTS OF SURFACE MOUNT VERSUS RECESSED ACCESSORIES WITH ROOM CONDITIONS.
FURR PAR11TIONS AS NECESSARY.
7. VERIFY SCREW LENGTH FOR CONNECTION OF ACCESSORIES INTO P—LAM PARTITIONS SO NO SCREWS ARE EXPOSED.
8. ALL GRAB BARS SHALL SUPPORT A MINIMUM OF 250LBS PER ANSI 609.8
9. PROVIDE ALL RESTROOM SIGNAGE PER IBC 1110.1.3.
10. VERIFY WATERPROOFING WITH BUILDING MANAGEMENT.
42"
ol MAX.
36" MAX. -
15"
MIN. 24" MIN.
X
<
C1.11
EWC FIRE
EXTINGUISHER
CABINET
42" MAX.
36" MAX.
24" MIN.
-
C"'I
RECEIVED
CITY OF TUKWILA
OCT 24 2016
RMIT CENTER
PE
01A
X X
< <
_00 _00
00 00
- . 11, " -
RECESSED TOILET PAPER DISPENSER A) PROTRUDING TOILET PAPER DISPENSER
BELOW GRAB BAR
B) PROTRUDING TOILET PAPER DISPENSER
ABOVE GRAB BAR
Tenant:
WESTERN FOODS/CORE GROUP
ANDOVER EXECUTIVE PARK BUILDING 13
641 INDUSTRY DRIVE
TUKWILA, WA 98188
A Tenant Improvement for:
SKB COMPANY
ANDOVER EXECUTIVE PARK
617 INDUSTRY DR.
TUKWILA, WA 98188
BURGESS
B INTERIOR ARCHITECTURE
___J I
1326 Fifth Avenue, Suite 400 1 Seattle, WA 98101 T 206 587 7120 W Burgessi'Mcorn
All reproduction & intellectual property rights reserved c 2015
Professional seal
No. Issue Description Date
REVIEW SET 08.15.16
REVISED REVIEW SET 08.23.16
FINAL REVIEW SET 09.12.16
PERMIT SET 09.20.16
CORRECTIONS SET 10.21.16
City Electro
j,
i : 0 9
1 �F
LCity of Tukwila
BUILDING DIVISION
Drawn by: JG/MK Project Manager: RM
Project No: 16.3405.00
ADA UNISEX RESTROOM
Original drawing is 24" x 36". Scale entities accordingly if reduced
c
DEVICES SHOWN STACKED IN
PLAN ARE TO ALIGN VERT.
AS SHOWN BELOW
0 0
AT LOCATION AS DIMENSIONED ON SOLID WOOD TOP W/ EASED
PLAN; OR NEXT TO DOOR / 1, EDGES.
OPENING AS DIMENSIONED BELOW SPM VUSY F PMM OR
STAWD WOOD El
0 0]
6" e FIRE ALARM STROBE 1/4" QUIRK PAINT BLACK _J
9 it _
FRAME WHERE OCCURS
J—BEAD — FINISH AND PAINT
ROOM SIGNAGE, ETC. TO MATCH WALL COLOR.
P=
THERMOSTAT, IF CONTROLLER 5/8" TYPE "X" GYP PARTITION TYPE PLAN
U) METAL STUDS / INTERMEDIATE SUPPORT AS SCHEDULED
LIGHT & PROJECTION SCREEN —0" O.C. 6
SWITCHES, WALL MOUNTED C) AT END OF WALL & 8' L'J
OCCUPANCY SENSOR < Of 2 1/2' X 2 1/2 X 3/16"
CARD READER WHERE
OCCURS
HARDWARE LATCH
TELEPHONE OUTLET
FINISHED FLOOR
ELECTRICAL OUTLET
1. LOCATE SWITCHPLATES, ELECTRICAL AND TELEPHONE WALL OUTLETS AT NEAREST STUD FROM SCALED LOCATION ON PLAN,
UNI ESS SPECIFICALLY DIMENSIONED ON PLAN, ELEVATION, OR LOCATION AS PER DIAGRAM ABOVE.
2. CENTER FIRE ALARM STROBES DIRECTLY ABOVE FIRE EXTINGUISHER CABINETS WHERE BOTH OCCUR.
3. DETAIL IS SCHEMATIC IN NATURE AND ADA COMPLIANCE MAY BE ACHIEVED WITHIN A RANGE. VERIFY WITH ARCHITECT IF
QUESTIONS.
4. IN AREAS WHERE ACCESS FLOOR HAS BEEN REMOVED; VERIFY WITH BUILDING MANAGEMENT AND TENANT WHETHER DEVICES
SHOULD BE ALTERED TO STANDARD HEIGHTS. LIGHT SWITCHES MUST BE LOWERED TO ADA COMPLIANT HEIGHTS.
GENERAL DEVICE ALIGNMENT
1/4"
M OF STRUCTURE
qT
i GWB TO METAL STUDS
LEG TOP TRACK
.R DRIVEN FASTENER @ 24"0C
CEILING AS SCHEDULED
1 THICKNESS MAY VARY —
NDARD VS. 6". SEE PLANS FOR
ATIONS. ADJUST WALL ACCORDINGLY.
3 5/8' X 20 GA. (33 MILS) METAL
STUDS STUDS @ 24" OC, TO
14'-9" MAX. HEIGHT
INSULATION LION ON PLANS
POWDER DRIVEN FASTENER @ 24"oc
MET RUNNER TRACK
SEALANT
CONCRETE SLAB
NTS
LOW PARTITION W/ WOOD CAP RAIL
0 19 4 39 8 of 12 is
1/4"
BOTTOM
OF
STRUCTURE
PROVIDE ENCAPSULATED
ACOUSTICAL BATT EXTENDING
24" EACH SIDE OF PARTITION.
011 = I — 11
3 1 0
2"X2"X12" MIN. LEG AT STRUCTURE
— ATTACH W/2 POWDER DRIVEN
FASTENERS PER BRACE OR OTHER
APPROVED METHOD
PLENUM HEIGHT OF 5'-0" OR LESS 2
1/2"x25 CA METAL STUD BRACING @ 8'-0"
OC TO STRUCTURE DIRECTION ALTERNATE.
PARTITIONS PERPENDICULAR TO PARTITION
ACT AS BRACE PLENUM OF 5'-0" TO 10'-0"
SHALL USE NESTED OR BACK TO BACK
3-1/2" 25 GA. STEEL STUDS. ABOVE
10'-0" OR PLENUM. CONTACT ARCHITECT
FOR ADDITIONAL INFORMATION. MAX PARTITION
WEIGHT 15lbs./P.S.F.
SUSPENDED CEILING
AS SCHEDULED
VERIFY B/S HEAD CONDITION
3/8' CONT. FOAM
SOUND ISOLATION
TAPE
TAPEABLE MET. TOP TRACK
ATTACHED TO BRACING W/2
SELF—TAPPING SM. SCREWS @
48"oc, AND 3/4" PIPE SLEEVES
PROVIDE BATT INSULATION IN
CAVITY.
WALL THICKNESS MAY VARY —
STANDARD VS. 6". SEE PUNS FOR
LOCATIONS. ADJUST WALL ACCORDINGLY.
2 1/2' X 25 CA (18 MILS)
METAL STUDS @ 24" OC, TO
10'-7" MAX. HEIGHT.
1 LAYER 5/8' TYPE 'X'
GYP. BD. EA. SIDE OF
METAL STUDS ATTACHED
W/ #6SCREWS @ 12'
O.C. MAX.
POWDER DRIVEN
FASTENER @ 24" OC
MET. RUNNER TRACK
SEALANT
CONCRETE
SLAB
--,,�PARTIAL HT. PARTITION SUPPORT POST
1 1
EXPOSED
CEILING SIDE
1/4"
L
1/2' BOTTOM OF STRUCTURE
SEALANT
ATTACH GWB TO METAL STUDS
NTS
LONG LEG TOP TRACK
POWDER DRIVEN FASTENER @ 24"oc
CEILING AS SCHEDULED
NO GWB ABOVE CEILING
GRID @ CAVITY WALL
CONDITION
CEILING GRID
SIDE
2 1/2' X 25 GA (18 MILS)
METAL STUDS @ 24" OC, TO
10'-7" MAX. HEIGHT.
INSULATION LION ON PLANS
POWDER DRIVEN FASTENER @ 24"oc
MET RUNNER TRACK
SFALANT
CONCRETE SLAB
NON -RATED FLOOR TO DECK PARTITION NON -RATED FLOOR TO CEILING PARTITION NON -RATED FLOOR TO CEILING/DECK
U 1 93 = 1 11-019 (V V� $11
3 K LJ_1__F_L — — — — — — 3" 1 l-011 = 1 11-039
3
0 4 8 12 0 4 8" 12 0 4 8 99 12 $9
DOOR & HARDWARE GENERAL NOTES
1. SEE BUILDING STANDARD FOR HARDWARE SPECIFICATIONS FOR HARDWARE, TYPES AND INSTALLATION.
2. DOOR WIDTH & HEIGHT ARE NOMINAL DIMENSIONS FROM JAMB TO JAMB AND FINISH FLOOR TO BOTTOM OF FRAME
0 HEAD. REFER TO SPECIFICATIONS FOR CLEARANCES.
3. DOUBLE DOOR NOMINAL WIDTH INDICATES 2 DOOR LEAVES OF EQUAL WIDTH, U.O.N.
4. DOOR CONSTRUCTION SHALL PROVIDE ATTACHMENT OF ALL HARDWARE WITHOUT THROUGH — BOLTS.
5. DOOR HARDWARE SHALL COMPLY WITH ALL APPLICABI E IBC & ACCESSIBILITY REQUIREMENTS.
DOOR SCHEDULE
DOOR
C)
M
U.J
C -D
LIJ
C.D
Co
C)
CD
:z
100
3'-0"
7'-0"
8
4
WD
N/A
BUILDING STANDARD ENTRY DOOR. VERIFY WITH BUILDING MGMT.
102
3'-0"
7'-0"
A
1
WD
N/A
—
103
3'-0"
7'-0"
EXIST.
1
WD
N/A
RELOCATED DOOR — VERIFY IF EXISTING HARDWARE TO REMAIN.
104
3'—On
7'-0"
B
1
WD
N/A
RELOCATED DOOR — VERIFY IF EXISTING HARDWARE TO REMAIN.
105
3'—On
7'-0"
B
1
WD
N/A
—
106A
3'-0"
7'-0"
B
1
WD
N/A
—
106B
S—On
7'-0"
B
1
WD
N/A
—
108A
6'—On
7'-0"
B
2
WD
VERIFY WHICH SIDE TO HAVE THUMBTURN/KEYHOLE
108B
3'-0"
7'-0"
A
2
WD
—
VERIFY WHICH SIDE TO HAVE THUMBTURN/KEYHOLE
108C
3'-0"
7'—On
A
4
WD
—
BUILDING STANDARD ENTRY DOOR. VERIFY WITH BUILDING MGMT.
108D
3'—On
7'-0"
A
4
WD
—
BUILDING STANDARD ENTRY DOOR. VERIFY WITH BUILDING MGMT.
108E
3'-0"
7'—On
A
4
WD
—
BUILDING STANDARD ENTRY DOOR. VERIFY WITH BUILDING MGMT.
112
3'—On
7'-0"
A
3
WD
N/A
116
3'-0"
7'—On
B
1
WD
N/A
200
S—On
7'—On
EXIST.
3
W
+ D
—
VERIFY TO REUSE RESTROOM HARDWARE.
HARDWARE GROUP
HARDWARE GROUP
HARDWARE
REMARKS
GROUP 1
1 PASSAGE LATCHSET
*ALL NEW HARDWARE TO MATCH SUITE
SINGLE, PASSAGE LATCHSET
3 HINGES
STANDARD. VERIFY FINAL STYLE/FINISH WITH
NON—RATED
1 WALL—MOUNTED DOOR STOP
BUILDING MANAGEMENT/ARCHITECT.
GROUP 2
1 OFFICE FUNCTION LOCKSET
*ALL NEW HARDWARE TO MATCH SUITE
SINGLE, OFFICE LOCKSET
3 HINGES
STANDARD. VERIFY FINAL STYLE/FINISH WITH
NON—RATED
1 WALL—MOUNTED DOOR STOP
BUILDING MANAGEMENT/ARCHITECT.
GROUP 3
1 PRIVACY FUNCTION LOCKSET
PRIVACY FUNCTION LOCKSET SHALL
SINGLE, PRIVACY LOCKSET
3 PAIR HINGES
HAVE OCCUPANCY SENSOR
NON—RATED
1 WALL—MOUNTED DOOR STOP
*ALL NEW HARDWARE TO MATCH SUITE
STANDARD. VERIFY FINAL STYLE/FINISH WITH
BUILDING MANAGEMENT/ARCHITECT.
GROUP 4
1 ENTRY FUNCTION LOCKSET
*ALL NEW HARDWARE TO MATCH BUILDING
SINGLE, ENTRY LOCKSET
3 PAIR HINGES
STANDARD. VERIFY FINAL STYLE/FINISH WITH
NON—RATED
1 WAH —MOUNTED DOOR STOP
BUILDING MANAGEMENT/ARCHITECT.
1 DOOR CLOSER
DOOR TYPES
BUILDING STANDARD
to
WOOD DOOR
FINISH TO MATCH 1/4- TEMPERED
SUITE STANDARD
1 6' GLASS INSERT
BUILDING STANDARD
FLUSH S.0
WOOD DOOR WOOD DOOR
\' ;/
UJ
FINISH TO MATCH
FINISH TO MATCH
SUITE STANDARD
SUITE STANDARD
FLUSH S.C.
WOOD DOOR
FINISH TO MATCH
WIDTH wift SUITE STANDARD
L'
Ilk
A B I
E = EXISTING, MATCH ALL EXISTING CONDITIONS
SIDELIGHT/GLAZING SCHEDULE
W
SIDELIGHT
UJ
M
M
::kl
�E
W
LU
C-1)
CD
CD
LU
(n
LU
cw:.
G1
4"
M.E.
36"
A
1/4" TEMPERED
N/A
WD
PAINT GRADE FRAMES, MATCH EXISTING
WOOD DOOR FRAMES. VERIFY FINAL STYLE
36"
M.E.
72"
B
1/4" TEMPERED
N/A
WD
W/ BUILDING MANAGEMENT.
SIDELIGHT/GLAZING TYPES
E EXISTING, MATCH ALL EXISTING CONDITIONS
IL
% I
BUILDING STANDARD— —
I .
WOOD FRAME L—DOUBLE JAMB
FINISH TO MATCH STUD TO MATCH
SUITE STANDARD WALL STUD
GLAZING AS GAUGE.
C.D SCHEDULED
UJI LLJ
C -D
LL1
F — — — — — — — ���BOTTOM & TOP
C=s I I 11 TRACKTO MATCH
V) En M
=11 I I WALL STUD
GAUGE.
I I J J
-11
, IN —
WIDTH WIDTH
A
Tenant:
WESTERN FOODS/CORE GROUP
ANDOVER EXECUTIVE PARK BUILDING 13
641 INDUSTRY DRIVE
TUKWILA, WA 98188
A Tenant Improvement for:
SKB COMPANY
ANDOVER EXECUTIVE PARK
617 INDUSTRY DR.
TUKWILA, INA 98188
B BURGESS
L INTERIOR ARCHIJECTURE
1326 Fifth Avenue, Suite 400 1 Seattle, WA 98101 T 206 587 7120 W BurgessPNW.corn
All reproduction & intellectual property rights reserved c 2015
Professional seal
No. Issue Description Date
REVIEW SET 08.15.16
REVISED REVIEW SET 08.23.16
FINAL REVIEW SET 09.12.16
PERMIT SET 09.20.16
CORRECTIONS SET 10.21.16
City Electronic Stamp
REVIEWED FOR
rR
0
COIDIE COMPLIANCE
RECEIVED APPROV18D
CITY OF TUKWI
NOV 2 2 2016
OCT 24 2016
PERMIT CENTEk Cily of TUkwila
UILDING DIVISION
Drawn by: JG/MK Project Manager: RM
Project No: -16.,3405.00
DOOR SCHEDULE
SIDELIGHT SCHEDULE
DETAILS
Original drawing is 24" x 36". Scale entities accordingly if reduced
-r
Ir
PROVIDE MIN 25 GA STUDS & ANCHOR
BRACKET ANCHORAGES. DOUBLE STUDS
@ END OF PARTITIONS.
3-#8 PAN HEAD SHT. MTL. SCREWS
6"06 GA UNPUNCHED STUD TRACK
WITH FLANGES COPED AT VERTICAL
STUDS. ATTACH TO TWO STUDS MIN.
& EXTEND 6"MIN BEYOND MOUNTING
POINT EACH DIRECTION.
RM
1. TYPICAL ANCHOR BRACKET ASSEMBLY FOR
HANDRAILS, GRAB BARS & TOILET
ACCESSORY ANCHORAGES.
2. COORDINATE ANCHOR BRACKET LOCATION
WITH ACCESSORY MANUFACURER
MOUNTING INSTRUCTIONS.
TYPICAL MTL. STUD ANCHOR BRACKET
12 GA. BRACING WIRE
WITH MINIMUM 4 TIGHT
TURNS IN 1 1/2' BOTH
ENDS OF WIRE-TYP. -
BASIS OF DESIGN:
ARMSTRONG
SUSPENSION
SYSTEM ICCES
REPORT
ESR- 1289
MAX.
TYP.
CROSS RUNNER
MAIN
RUNNER
DISTANCE FROM BRACING
WIRES TO CROSS RUNNERS
8 GA. VERTICAL HANGER WIRE
AT 4'-0" EACH WAY WITH
MINIMUM 3 TIGHT TURNS IN
1 1/2" BOTH ENDS OF WIRE
TYP.
W2
NTS
SEISMIC COMPRESSION STRUT
12'-0" O.C. MAX. IN EACH
DIRECTION AS NEEDED.
NOTE: PROVIDE ACT SUSPENSION GRID TO COMPLY WITH IBC 'k�,
2012 SECTION 1613 MINIMUM STANDARD PER ASCE 7-10,
INSTALL PER MFRS. SPECS. VERIFY REQUIREMENTS WITH 5/8- G.W.B. ATTACHED
CITY OFFICIALS. OTHER METHODS OF CONSTRUCTION MAY TO CROSS RUNNERS
BE PERMITTED. VERIFY WITH BLDG MANAGEMENT AND CITY. ONLY.
( -,-,GWB SEISMIC SUSPENSION DETAIL
-E=
NOTE:
WV111JINMIL MN%,nVf% ORM.,RLI
LOCATIONS W/ CASEWORK &
EQUIPMENT WHERE SCHEDUIED,
AND MANUR MOUNTING
INSTRUCTIONS
Sol,
NTS � I )
TYPICAL ANCHOR BRACKET FRAMING
FOR WOOD CONSTRUCTION CONTRACTOR TO MODIFY
CONSTRUCTION TO USE APPROPRIATE SCREW FASTENERS,
#10 SCREWS MINIMUM
CONTRACTOR TO VERIFY EXISTING CONDITION IN THE
FIELD
M
0
N
L 1-1/2" x 1-1/2" x 2-1/2" W/
(2)#10 SCREWS TO STRUT AND
(2) #10 SCREWS TO WOOD
STRUCTURE
COMPRESSION STRUT TYP.
CEILING TRANSITION DETAIL
25 GA. 21" METAL -
FRAMING @ 24" O.C.
x
X
20 GA. BOTTOM TRACK
GWB HEADER
EXISTING ACT
NTS
3 I$= 1 1-019
2"X2"X12" MIN. LEG AT
STRUCTURE - ATTACH W/2
POWDER DRIVEN FASTENERS
PER BRACE OR OTHER
APPROVED METHOD
PROVIDE 20 GA METAL TOP
TRACK WITH 2 POWDER DRIVEN
FASTNERS AT 24" O.C.
BOTTOM OF STRUCTURE
PLENUM HEIGHT OF 5'-0" OR
LESS 2 1/2"x25 CA METAL
STUD BRACING AT EACH END
AND CENTER OF SOFFIT.
GWB CEILING HEADER DETAIL
L -F -L -F -L ------
0 4 8 12
3 IV= 1 9-099
IF NEEDED
ACT SEISMIC BRACING DIAGRAM
SPLAY WIRES SHALL BE FOUR 12 GAUGE ATTACHED TO THE MAIN BEAM. WIRES ARE ARRAYED 90' FROM EACH OTHER AND AT AN
ANGLE NOT TO EXCEED 45' FROM THE PLANE OF THE CEILING. PER ASTM E 580.
SPLAY WIRES ARE TO BE WITHIN 2* OF THE CONNECTION OF THE VERTICAL STRUT TO SUSPENDED CEILING. RIGID BRACING MAY BE USED
IN LIEU OF SPLAY WIRES. PER ASTM E580.
CEILING WITH PLENUMS LESS THAN 12" TO STRUCTURE ARE NOT REQUIRED TO HAVE LATERAL FORCE BRACING.
NTS VERTICAL STRUTS MAY BE EMT CONDUIT, METAL STUDS OR PROPRIETARY COMPRESSION POST.
VERTICAL STRUTS MUST BE POSITIVELY ATTACHED TO SUSPENSION SYSTEMS AND THE STRUCTURE ABOVE. PER ASTMI E580.
WALL MOLDINGS
WALL MOLDINGS (PERIMETER CLOSURE ANGLES) ARE REQUIRED TO HAVE A HORIZONTAL FLANGE 2' WIDE. ONE END OF THE CEILING GRID
SHALL BE ATTACHED TO THE WALL MOLDING, THE OTHER END SHALL HAVE A 3/4' CLEARANCE FORM THE WALL AND BE FREE TO SLIDE.
PER ASTIVI E580.
WHERE SUBSTANTIATING DOCUMENTATION HAS BEEN PROVIDED TO THE LOCAL JURISDICTION, PERIMETER CLIPS MAY BE USED TO SATISFY
THE REQUIREMENTS FOR THE 2' CLOSURE ANGLE.
THE GRID SHALL BE ATTACHED AT TWO ADJACENT WALLS (POP RIVETS OR APPROVED METHOD). SOFFITS EXTENDING TO A POINT AT LEAST
LEVEL WITH THE BOTTOM PLANE OF THE GRID AND INDEPENDENTLY SUPPORTED AND LATERALLY BRACED TO THE STRUCTURE ABOVE TARE
DEEMED TO BE EQUIVALENT TO WALLS. PER ASTM E580.
SPREADER BARS
TERMINAL ENDS OF MAIN RUNNERS AND CROSS MEMBERS SHALL BE TIED TOGETHER OR HAVE SOME OTHER APPROVED MEANS TO
PREVENT THEIR SPREADING. STABILIZER BARS, CROSS TEES OR OTHER MEANS TO PREVENT SPREADING SHALL OCCUR WITH 8" OF EACH
WALL. PER ASTM E580.
SPREADER BARS ARE NOT REQUIRED AT PERIMETERS WHERE RUNNERS ARE ATTACHED DIRECTLY TO CLOSURE ANGLES.
SPREADER BARS ARE NOT REQUIRED IF A 9T INTERSECTING CROSS MAIN IS WITHIN 8* OF PERIMETER WALL
WHERE SUBSTANTIATING DOCUMENTATION HAS BEEN PROVIDED TO THE LOCAL JURISDICTION, PERIMErER CLIPS MAY BE USED TO SATISFY
THE REQUIREMENTS FOR THE SPREADER BARS.
HANGER (SUSPENSION) WIRES
HANGER AND PERIMETER WIRES MUST BE PLUMB WITHIN 1 IN 6 UNLESS COUNTER SLOPING WIRES ARE PROVIDED. PER ASTM C 636.
HANGER WIRES SHALL BE 12 GAUGE AND SPACED 4' O.C. OR 10 GAUGE SPACE 5' O.C. PER ASTM C 636.
ANY CONNECTION DEVICE AT THE SUPPORTING CONSTRUCTION SHALL BE CAPABLE OF CARRYING NOT LESS THAN 100 POUNDS. PER
CISCA ZONES 3-4.
POWDER DRIVEN FASTENERS ARE AN APPROVED METHOD OF ATTACHMENT FOR HANGER WIRE WITH THE MAINTENANCE OF ALL OTHER
REQUIREMENTS.
TERMINAL ENDS OF EACH MAIN BEAM AND CROSS TEE MUST BE SUPPORTED WITHIN 80 OF EACH WALL WITH A PERIMETER WIRE. PER
ASTM E580.
WIRE SHALL NOT ATTACH TO OR BEND AROUND INTERFERING MATERIAL OR EQUIPMENT. A TRAPEZE OR EQUIVALENT DEVICE SHALL BE
USED WHERE OBSTRUCTIONS PRECLUDE DIRECT SUSPENSION. TRAPEZE SUSPENSIONS SHALL BE SIZED TO RESIST THE DEAD LOAD AND
LATERAL FORCES APPROPRIATE FOR THE SEISMIC CATEGORY. PER ASTM E580.
ELECTRICAL nXTURES
LIGHT FIXTURES WEIGHING LESS THAN 10 POUNDS SHALL HAVE ONE 12 GAUGE HANGER WIRE CONNECTED FROM THE FIXTURE TO THE
STRUCTURE ABOVE. THIS WIRE MAY BE SLACK. PER ASTM E580.
LIGHT FIXTURES WEIGHING MORE THAN 10 POUNDS AND LESS THAN 56 POUNDS SHALL HAVE TWO 12 GAUGE WIRES ATTACHED AT
OPPOSING CORNERS OF THE LIGHT FIXTURE TO THE STRUCTURE ABOVE. THESE WIRES MAY BE SLACK. PER ASTM E580.
LIGHT FIX`rURES WEIGHING MORE THAN 56 POUNDS SHALL BE SUPPORTED DIRECTLY FROM STRUCTURE ABOVE BY APPROVED HANGERS
PER ASTM E580.
PENDANT MOUNTED FIXTURES SHALL BE DIRECTLY SUPPORTED FROM THE STRUCTURE ABOVE USING 9 GAUGE WIRE OR AN APPROVED
ALTERNATE SUPPORT WITHOUT USING THE CEILING SUSPENSION SYSTEM FOR DIRECT SUPPORT. PER ASTM E580
TANDEM FIXTURES MAY UTILIZE COMMON WIRES.
MECHANICAL SERVICES
TERMINALS OR SERVICES WEIGHING LESS THAN 20 POUNDS SHALL BE POSITIVELY ATTACHED TO THE CEILING SUSPENSION MAIN RUNNERS
OR TO CROSS RUNNERS THAT HAVE THE SAME CARRYING CAPACITY AS THE MAIN RUNNERS. PER ASTM E580 5.4.1.
TERMINALS OR SERVICES WEIGHING 20 POUNDS BUT NOT MORE THAN 56 POUNDS MUST HAVE, IN ADDITION TO 5.4.1, TWO 12 GAUGE
WIRES CONNECTING THEM TO THE CEILING SYSTEM HANGERS OR THE STRUCTURE ABOVE. THESE WIRES MAY BE SLACK. PER ASTM E580.
TERMINALS OR SERVICES WEIGHING MORE THAN 56 POUNDS MUST BE SUPPORTED DIRECTLY FORM THE STRUCTURE ABOVE BY APPROVED
HANGERS. PER ASCE 7-10.
SEISMIC SEPARATION JOINTS
FOR CEILING AREAS EXCEEDING 2500 S.F., A SEISMIC SEPARATION JOINT OR FULL HEIGHT WALL PARTITION THAT BREAKS THE CEILJNG
SHALL BE PROVIDED UNLESS ANALYSES ARE PERFORM OF THE CEILING BRACING SYSTEM, CLOSURE ANGLES AND PENETRATIONS TO
PROVIDE SUFFICIENT CLEARANCE. PER ASCE 7-10.
THE AMOUNT OF FREE MOVEMENT (GAP) SHALL BE A MINIMUM OF 3/4 -
IN LJEU OF SEISMIC SEPARATION JOINTS THE CEILING MAY BE DIVIDED INTO AREAS OF LESS THAN BY THE USE OF PARTITIONS OR
SOFFITS AS FOLLOWS: PARTITIONS SHALL EXTEND A MINIMUM OF 6" ABOVE THE LEVEL OF THE PLANE OF THE GIRD AND SHALL BE
UNDEPENDABLY BRACED TO THE STRUCTURE ABOVE. SOFFITS SHALL D(TEND TO A POINT AT LEAST LEVEL WITH THE BOTTOM PLAN OF
THE GIRD AND SHALL BE INDEPENDENTLY SUPPORTED AND LATERALLY BRACED TO THE STRUCTURE ABOVE. ASTM E580.
SPECIAL INSPECTIONS
SPECIAL INSPECTIONS SHALL BE SUBJECT TO SPECIAL INSPECTION REQUIREMENTS.
SPRINKLERS
FOR CEILINGS WITHOUT RIGID BRACING, SPRINKLER HEAD PENETRATIONS SHALL HAVE A 2" OVERSIZE RING, SLEEVE OR ADAPTER THROUGH
THE CEILING TILE TO ALLOW FREE MOVEMENT OF AT LEAST 1* IN ALL HORIZONTAL DIRECTIONS. FLEXIBLE HEAD DESIGN THAT CAN
ACCOMMODATE 1* FREE MOVEMENT SHALL BE PERMITTED AS AN ALTERNATE. PER ASTM E580.
M ACT NOTES
NTS
MI. -I"
Tenant:
WESTERN FOODS/CORE GROUP
ANDOVER EXECUTIVE PARK BUILDING 13
641 INDUSTRY DRIVE
TUKWILA, WA 98188
A Tenant Improvement for:
SKB COMPANY
ANDOVER EXECUTIVE PARK
617 INDUSTRY DR.
TUKWILA, WA 98188
Omer BURGESS
INTERIOR ARCHITECTURE
1326 Fifth Avenue, Suite 400 1 Seattle, WA 98101 T 206 587 7120 W Burgess!'NW.corn
All reproduction & intellectual property rights reserved c 2015
Professional seal
No. Issue Description Date
REVIEW SET 08.15.16
REVISED REVIEW SET 08.23.16
FINAL REVIEW SET 09.12.16
PERMIT SET 09.20.16
CORRECTIONS SET 10.21.16
City Electronic Stamp Location
REVIE F R
CODE COMPLIANCE
RECEIVED APPROVED I
RE EIEED
V W FO"
ODE COMPLIAN'
CITY OF TUKWILA APPROVED
OCT 24 2016 NOV 2 2 2016
City of Tukwila
PERMIT CENTER I IVISII
BUILDING DIVISION_j
Drown by: JG/Mk Project Manager: RM
Project No: 16.3405.00
CEILING
DETAILS
Original drawing is 24" x 36". Scale entities accordingly if reduced
A,902
VERIFY ALL REQUIREMENTS WITH BUILDING MANAGEMENT
12 GA. BRACING WIRE
.
SEISMIC COMPRESSION STRUT
GENERAL REQUIREMENTS
12'-0" O.C. MAX. IN EACH
A DIRECTION AS NEEDED.
REFERENCED SOURCES PER HIERARCHY. IBC (INTERNATIONAL BUILDING CODE), AMERICAN SOCIETY OF TESTING MATERIALS (ASTM C 635,
12 GA. VERTICAL HANGER WIRE
C636, E580, M580), AMERICAN SOCIETY OF CIVIL ENGINEERS (ASCE 7-10) AND CEILINGS AND INTERIOR SYSTEMS CONSTRUCTION
'---�AT 4'-0" EACH WAY WITH
ASSOCIA11ON (CISCA).
BOTTOM OF FINISHED
MINIMUM 3 TIGHT TURNS IN
PARTITIONS THAT ARE TIED TO THE CEILING AND ALL PARTMONS GREATER THAN 6' IN HEIGHT SHALL BE LATOZAUY BRACED TO
CEILING
1 1/2' BOTH ENDS OF WIRE
STRUCTURE. BRACING SHALL BE INDEPENDENT OF CEILING SPLAY BRACING SYSTEM. PER ASCE 7-10.
ALL MAIN BEAMS TO BE HEAVY DUTY, PER ASTM E580.
MAX.
TYP.
CEILING LESS THAN OR EQUAL TO 144 SQ FF AND SURROUNDED BY WALLS CONNECTED TO THE STRUCTURE ABOVE ARE EXEMPT FROM
SEISMIC REQUIREMENTS PER ASTM E580.
THESE REQUIREMENTS ARE INTENDED FOR SUSPENDED CEILINGS AND RELATED COMPONENTS IN AREAS THAT REQUIRE RESISTANCE TO THE
EFFECTS OF EARTHQUAKE MOTIONS, PER ASTM E580. ALL WIRE TIES ARE TO BE THREE TIGHT TURNS AROUND ITSELF WITHIN THREE
INCHES. TWELVE GAUGE HANGER WIRE SPACED 4! O.C., PER ASTM C636 ITEM 2.3.4.
M AXX
CHANGES IN CEILING PLANES WILL REQUIRE POSITIVE BRACING. PER ASTM E580.
TYP.
LATERAL FORCE BRACING
ANCHOR BRACKET: 6"X16ga
UNPUNCHED STUD TRACK,
CROSS RUNNER
TYP.
CEILING CONSTRUCTED OF SCREW OR NAIL ATTACHED GWB ON ONE LEVEL THAT ARE SURROUNDED BY AND CONNECTED TO WALLS OR
ATTACH TO 3 STUDS MIN.
SOFFITS THAT ARE LATERALLY BRACED TO THE STRUCTURE ABOVE ARE EXEMPT FROM SEISMIC REQUIREMENTS PER ASCE 7-10.
MAIN RUNNER
CEILING AREAS OF 1000 SQ Fr OR LESS SHALL BE EXEMPT FROM LATERAL FORCE REQUIREMENTS PER ASTME580.
DISTANCE FROM BRACING
LATERAL FORCE BRACING IS THE USE OF VERTICAL STRUTS (COMPRESSION POSTS) AND SPLAY WIRES.
WIRES TO CROSS RUNNERS
2" MAX
LATERAL FORCE BRACING SHALL BE 12 O.C. MAX. AND BEGIN NO FARTHER THAN 6' FROM WALLS. ASTM E580.
PROVIDE ACT SUSPENSION GRID TO COMPLY
WITH IBC SEC -1613 MINIMUM STANDARD:
SEISMIC SPLAY WIRES SHALL BE ATTACHED TO THE GRID AND TO THE STRUCTURE IN SUCH A MANNER THAT THEY CAN SUPPORT A
SEC11ON ASCE 7-10 13.5.6. SE WO ON
DESIGN LOAD OF NOT LESS THAN 200 POUNDS OR THE ACTUAL DESIGN LOAD WITH A SAFETY FACTOR OF 2 WHICHEVER IS GREATER PER
U/AJ11
CISCA ZONES 3-4.
POWDER ACTUATED FASTENERS (PAF'S) WHEN USED FOR SEISMIC APPLICATIONS AS PART OF THE PRESCRIPTIVE PATH IN SEISMIC DESIGN
FINISHED FLOOR
USE OF 2" SEISMIC BERC CUP AT MOULDING
CATEGORIES D, E, F SHALL HAVE AN ICC -ED APPROVAL FOR SEISMIC APPLICATIONS AND SHALL REQUIRE SPECIAL INSPECTION
IRRESPECTIVE OF THE TYPE OF OCCUPANCY CATEGORY THE STRUCTURE IS IN. PAF ANCHORS FOR KICKER WIRES ARE EYEMPT FROM
APPROVED BY CITY.
T141S PF70111PPUFMT
TYPICAL ANCHOR BRACKET FRAMING
FOR WOOD CONSTRUCTION CONTRACTOR TO MODIFY
CONSTRUCTION TO USE APPROPRIATE SCREW FASTENERS,
#10 SCREWS MINIMUM
CONTRACTOR TO VERIFY EXISTING CONDITION IN THE
FIELD
M
0
N
L 1-1/2" x 1-1/2" x 2-1/2" W/
(2)#10 SCREWS TO STRUT AND
(2) #10 SCREWS TO WOOD
STRUCTURE
COMPRESSION STRUT TYP.
CEILING TRANSITION DETAIL
25 GA. 21" METAL -
FRAMING @ 24" O.C.
x
X
20 GA. BOTTOM TRACK
GWB HEADER
EXISTING ACT
NTS
3 I$= 1 1-019
2"X2"X12" MIN. LEG AT
STRUCTURE - ATTACH W/2
POWDER DRIVEN FASTENERS
PER BRACE OR OTHER
APPROVED METHOD
PROVIDE 20 GA METAL TOP
TRACK WITH 2 POWDER DRIVEN
FASTNERS AT 24" O.C.
BOTTOM OF STRUCTURE
PLENUM HEIGHT OF 5'-0" OR
LESS 2 1/2"x25 CA METAL
STUD BRACING AT EACH END
AND CENTER OF SOFFIT.
GWB CEILING HEADER DETAIL
L -F -L -F -L ------
0 4 8 12
3 IV= 1 9-099
IF NEEDED
ACT SEISMIC BRACING DIAGRAM
SPLAY WIRES SHALL BE FOUR 12 GAUGE ATTACHED TO THE MAIN BEAM. WIRES ARE ARRAYED 90' FROM EACH OTHER AND AT AN
ANGLE NOT TO EXCEED 45' FROM THE PLANE OF THE CEILING. PER ASTM E 580.
SPLAY WIRES ARE TO BE WITHIN 2* OF THE CONNECTION OF THE VERTICAL STRUT TO SUSPENDED CEILING. RIGID BRACING MAY BE USED
IN LIEU OF SPLAY WIRES. PER ASTM E580.
CEILING WITH PLENUMS LESS THAN 12" TO STRUCTURE ARE NOT REQUIRED TO HAVE LATERAL FORCE BRACING.
NTS VERTICAL STRUTS MAY BE EMT CONDUIT, METAL STUDS OR PROPRIETARY COMPRESSION POST.
VERTICAL STRUTS MUST BE POSITIVELY ATTACHED TO SUSPENSION SYSTEMS AND THE STRUCTURE ABOVE. PER ASTMI E580.
WALL MOLDINGS
WALL MOLDINGS (PERIMETER CLOSURE ANGLES) ARE REQUIRED TO HAVE A HORIZONTAL FLANGE 2' WIDE. ONE END OF THE CEILING GRID
SHALL BE ATTACHED TO THE WALL MOLDING, THE OTHER END SHALL HAVE A 3/4' CLEARANCE FORM THE WALL AND BE FREE TO SLIDE.
PER ASTIVI E580.
WHERE SUBSTANTIATING DOCUMENTATION HAS BEEN PROVIDED TO THE LOCAL JURISDICTION, PERIMETER CLIPS MAY BE USED TO SATISFY
THE REQUIREMENTS FOR THE 2' CLOSURE ANGLE.
THE GRID SHALL BE ATTACHED AT TWO ADJACENT WALLS (POP RIVETS OR APPROVED METHOD). SOFFITS EXTENDING TO A POINT AT LEAST
LEVEL WITH THE BOTTOM PLANE OF THE GRID AND INDEPENDENTLY SUPPORTED AND LATERALLY BRACED TO THE STRUCTURE ABOVE TARE
DEEMED TO BE EQUIVALENT TO WALLS. PER ASTM E580.
SPREADER BARS
TERMINAL ENDS OF MAIN RUNNERS AND CROSS MEMBERS SHALL BE TIED TOGETHER OR HAVE SOME OTHER APPROVED MEANS TO
PREVENT THEIR SPREADING. STABILIZER BARS, CROSS TEES OR OTHER MEANS TO PREVENT SPREADING SHALL OCCUR WITH 8" OF EACH
WALL. PER ASTM E580.
SPREADER BARS ARE NOT REQUIRED AT PERIMETERS WHERE RUNNERS ARE ATTACHED DIRECTLY TO CLOSURE ANGLES.
SPREADER BARS ARE NOT REQUIRED IF A 9T INTERSECTING CROSS MAIN IS WITHIN 8* OF PERIMETER WALL
WHERE SUBSTANTIATING DOCUMENTATION HAS BEEN PROVIDED TO THE LOCAL JURISDICTION, PERIMErER CLIPS MAY BE USED TO SATISFY
THE REQUIREMENTS FOR THE SPREADER BARS.
HANGER (SUSPENSION) WIRES
HANGER AND PERIMETER WIRES MUST BE PLUMB WITHIN 1 IN 6 UNLESS COUNTER SLOPING WIRES ARE PROVIDED. PER ASTM C 636.
HANGER WIRES SHALL BE 12 GAUGE AND SPACED 4' O.C. OR 10 GAUGE SPACE 5' O.C. PER ASTM C 636.
ANY CONNECTION DEVICE AT THE SUPPORTING CONSTRUCTION SHALL BE CAPABLE OF CARRYING NOT LESS THAN 100 POUNDS. PER
CISCA ZONES 3-4.
POWDER DRIVEN FASTENERS ARE AN APPROVED METHOD OF ATTACHMENT FOR HANGER WIRE WITH THE MAINTENANCE OF ALL OTHER
REQUIREMENTS.
TERMINAL ENDS OF EACH MAIN BEAM AND CROSS TEE MUST BE SUPPORTED WITHIN 80 OF EACH WALL WITH A PERIMETER WIRE. PER
ASTM E580.
WIRE SHALL NOT ATTACH TO OR BEND AROUND INTERFERING MATERIAL OR EQUIPMENT. A TRAPEZE OR EQUIVALENT DEVICE SHALL BE
USED WHERE OBSTRUCTIONS PRECLUDE DIRECT SUSPENSION. TRAPEZE SUSPENSIONS SHALL BE SIZED TO RESIST THE DEAD LOAD AND
LATERAL FORCES APPROPRIATE FOR THE SEISMIC CATEGORY. PER ASTM E580.
ELECTRICAL nXTURES
LIGHT FIXTURES WEIGHING LESS THAN 10 POUNDS SHALL HAVE ONE 12 GAUGE HANGER WIRE CONNECTED FROM THE FIXTURE TO THE
STRUCTURE ABOVE. THIS WIRE MAY BE SLACK. PER ASTM E580.
LIGHT FIXTURES WEIGHING MORE THAN 10 POUNDS AND LESS THAN 56 POUNDS SHALL HAVE TWO 12 GAUGE WIRES ATTACHED AT
OPPOSING CORNERS OF THE LIGHT FIXTURE TO THE STRUCTURE ABOVE. THESE WIRES MAY BE SLACK. PER ASTM E580.
LIGHT FIX`rURES WEIGHING MORE THAN 56 POUNDS SHALL BE SUPPORTED DIRECTLY FROM STRUCTURE ABOVE BY APPROVED HANGERS
PER ASTM E580.
PENDANT MOUNTED FIXTURES SHALL BE DIRECTLY SUPPORTED FROM THE STRUCTURE ABOVE USING 9 GAUGE WIRE OR AN APPROVED
ALTERNATE SUPPORT WITHOUT USING THE CEILING SUSPENSION SYSTEM FOR DIRECT SUPPORT. PER ASTM E580
TANDEM FIXTURES MAY UTILIZE COMMON WIRES.
MECHANICAL SERVICES
TERMINALS OR SERVICES WEIGHING LESS THAN 20 POUNDS SHALL BE POSITIVELY ATTACHED TO THE CEILING SUSPENSION MAIN RUNNERS
OR TO CROSS RUNNERS THAT HAVE THE SAME CARRYING CAPACITY AS THE MAIN RUNNERS. PER ASTM E580 5.4.1.
TERMINALS OR SERVICES WEIGHING 20 POUNDS BUT NOT MORE THAN 56 POUNDS MUST HAVE, IN ADDITION TO 5.4.1, TWO 12 GAUGE
WIRES CONNECTING THEM TO THE CEILING SYSTEM HANGERS OR THE STRUCTURE ABOVE. THESE WIRES MAY BE SLACK. PER ASTM E580.
TERMINALS OR SERVICES WEIGHING MORE THAN 56 POUNDS MUST BE SUPPORTED DIRECTLY FORM THE STRUCTURE ABOVE BY APPROVED
HANGERS. PER ASCE 7-10.
SEISMIC SEPARATION JOINTS
FOR CEILING AREAS EXCEEDING 2500 S.F., A SEISMIC SEPARATION JOINT OR FULL HEIGHT WALL PARTITION THAT BREAKS THE CEILJNG
SHALL BE PROVIDED UNLESS ANALYSES ARE PERFORM OF THE CEILING BRACING SYSTEM, CLOSURE ANGLES AND PENETRATIONS TO
PROVIDE SUFFICIENT CLEARANCE. PER ASCE 7-10.
THE AMOUNT OF FREE MOVEMENT (GAP) SHALL BE A MINIMUM OF 3/4 -
IN LJEU OF SEISMIC SEPARATION JOINTS THE CEILING MAY BE DIVIDED INTO AREAS OF LESS THAN BY THE USE OF PARTITIONS OR
SOFFITS AS FOLLOWS: PARTITIONS SHALL EXTEND A MINIMUM OF 6" ABOVE THE LEVEL OF THE PLANE OF THE GIRD AND SHALL BE
UNDEPENDABLY BRACED TO THE STRUCTURE ABOVE. SOFFITS SHALL D(TEND TO A POINT AT LEAST LEVEL WITH THE BOTTOM PLAN OF
THE GIRD AND SHALL BE INDEPENDENTLY SUPPORTED AND LATERALLY BRACED TO THE STRUCTURE ABOVE. ASTM E580.
SPECIAL INSPECTIONS
SPECIAL INSPECTIONS SHALL BE SUBJECT TO SPECIAL INSPECTION REQUIREMENTS.
SPRINKLERS
FOR CEILINGS WITHOUT RIGID BRACING, SPRINKLER HEAD PENETRATIONS SHALL HAVE A 2" OVERSIZE RING, SLEEVE OR ADAPTER THROUGH
THE CEILING TILE TO ALLOW FREE MOVEMENT OF AT LEAST 1* IN ALL HORIZONTAL DIRECTIONS. FLEXIBLE HEAD DESIGN THAT CAN
ACCOMMODATE 1* FREE MOVEMENT SHALL BE PERMITTED AS AN ALTERNATE. PER ASTM E580.
M ACT NOTES
NTS
MI. -I"
Tenant:
WESTERN FOODS/CORE GROUP
ANDOVER EXECUTIVE PARK BUILDING 13
641 INDUSTRY DRIVE
TUKWILA, WA 98188
A Tenant Improvement for:
SKB COMPANY
ANDOVER EXECUTIVE PARK
617 INDUSTRY DR.
TUKWILA, WA 98188
Omer BURGESS
INTERIOR ARCHITECTURE
1326 Fifth Avenue, Suite 400 1 Seattle, WA 98101 T 206 587 7120 W Burgess!'NW.corn
All reproduction & intellectual property rights reserved c 2015
Professional seal
No. Issue Description Date
REVIEW SET 08.15.16
REVISED REVIEW SET 08.23.16
FINAL REVIEW SET 09.12.16
PERMIT SET 09.20.16
CORRECTIONS SET 10.21.16
City Electronic Stamp Location
REVIE F R
CODE COMPLIANCE
RECEIVED APPROVED I
RE EIEED
V W FO"
ODE COMPLIAN'
CITY OF TUKWILA APPROVED
OCT 24 2016 NOV 2 2 2016
City of Tukwila
PERMIT CENTER I IVISII
BUILDING DIVISION_j
Drown by: JG/Mk Project Manager: RM
Project No: 16.3405.00
CEILING
DETAILS
Original drawing is 24" x 36". Scale entities accordingly if reduced
A,902
0
1
0
4'-8" CLR
FOR SINK
VERIFY FOL REQ.
DIANSONS FOR HOOD
EQ. EQ. EQ. EQ. EQ. EQ. EQ. EQ. EQ. EQ.
L— — — — — — — — — — — — — — — — —
7— =7—
P -LAM UPPER
CABINETS WITH TWO
ADJUSTABLE SHELVES
"J
FPL --l] P -LAM COUNTERTOP FPL -11 P -LAM COUNTERTOP
& BACKSPLASH & BACKSPLASH
CASEWORK ELEVATION RM.#1 16
EQ. EQ
o
4
o
o
o
o
o o
o
4,
o o
o
o o
29 -l's
04
6" MAX. e-
—DRAWERS WITH ACCURIDE
FULL EXT. GUIDES.
—LOWER CLOSED CABINETS
WITH TWO WHITE MELAMINE
ADJUSTABLE SHELVES.FPL-2
LINE OF END OF WALL
Al\
Al
LINE OF CEILING AS SPECIFIED
PLASTIC
\J/
LAMINATE
H/
DOORS
3' CLR.
EQ.
MELAMINE CABINET
109-01' CLR
FOR KITCHEN
EQUIPMENT
EQ.
EQ.
EQ.
61-611
CASEWORK ELEVATION RM.#1 16
EQ. EQ
o
4
o
o
o
o
o o
o
4,
o o
o
o o
29 -l's
04
6" MAX. e-
—DRAWERS WITH ACCURIDE
FULL EXT. GUIDES.
—LOWER CLOSED CABINETS
WITH TWO WHITE MELAMINE
ADJUSTABLE SHELVES.FPL-2
LINE OF END OF WALL
Al\
/fl\
LINE OF CEILING AS SPECIFIED
PLASTIC
LAMINATE
H/
DOORS
3' CLR.
EQ.
MELAMINE CABINET
109-01' CLR
FOR KITCHEN
EQUIPMENT
EQ.
EQ.
EQ.
EQ.
61-811
3 8 99 1 9- 091
LINE OF CEILING AS SPECIFIED
PLASTIC LAMINATE
DOORS
MELAMINE CABINET
INTERIOR.
3/4" ADJ. SHELVES W/
MELAMINE FINISH.
PROVIDE 1" SHELVES IF
OVER 36" IN WIDTH.
TASKLIGHT- WHERE
OCCURS PER ELECTRICAL
PLAN
— PROVIDE 4" BACKSPLASH
AS INDICATED ON ELEV.
— SCRIBE TO WALL
— CONTERTOP W/PLASTIC
LAMINATE PER FINISH
SCHEDULE, UNO.
Cq
PROVIDE SOLID PANEL
— PROVIDE SINK WHERE
INDICATED - REFER
TO P LUMBING DWGS
— PROVIDE ADA COMPLIANT
SINK & FAUCET. PROVIDE
CLEARANCES.
PLUMBING BOOT AS REQ'D
BASE AS PER SCHEDULE.
TURN INSIDE @ CABINET
OPENING, TYP.
FINISH FLOOR LINE.
RUN TO REAR OF
CABINET OPENING.
LINE OF CABINET (BEYOND)
ADA SINK SECT)ON
UJ
UJ
UJ
(n
>
93 9 10
1-1/2 1 0
99 of 19
0 1 2 3
V-239
EO. EQ
o o
e- 4
o
o
o
o
o
o o
o o
o
o
0
o
o
TYP.
Z
Ld
z
W
a_
0
ro
Cq
0
04
TYPICAL CABINET SECTION
_L _L ____ ___1 99 1 9— 091
L -F _F 1-1/2
99 is 91
0
04
_0
EQ. EQ. EQ. EQ. EQ.
F—ADA COMPLIANT
SINK & FAUCET I
LINE OF END OF WALL
-REFER TO FLR. PLANS
LINE OF CEILING AS SPECIFIED
PLASTIC
LAMINATE
DOORS
3' CLR.
EQ.
MELAMINE CABINET
INTERIOR.
3/4" ADJ. SHELVES
W/ MELAMINE FINISH.
PROVIDE 1" SHELVES
IF OVER 36" IN WIDTH.
TASKLIGHT-
WHERE OCCURS
PER ELECTRICAL
PLAN
UJ
UJ
e- I
(n
1�
PROVIDE P -LAM BACK SPLASH
AS INDICATED ON ELEV
SCRIBE TO WALL
>
'�C-4
COUNTER TOP W/ PLASTIC
LAMINATE PER FINISH
SCHEDULE
I
IM
X
®r
o
o
o
o
o
ADJ. SHELVES W/
MELAMINE FINISH
BASE PER SCHEID.
NISH FLOOR INE
--
— — — — — -
TYPICAL CABINET SECTION
_L _L ____ ___1 99 1 9— 091
L -F _F 1-1/2
99 is 91
0
04
_0
EQ. EQ. EQ. EQ. EQ.
F—ADA COMPLIANT
SINK & FAUCET I
-P-LAM UPPER
CABINETS WITH TWO
ADJUSTABLE SHELVES
FPL -2]
-P-LAM COUNTERTOP
WITH 4" BACKSPLASH
F-11
-DRAWERS WITH ACCURIDE
FULL EXT. GUIDES.
-P-LAM LOWER
CABINETS AND DRAWER
WITH ONE ADJUSTABLE
SHELF
J
�A
.9.3 >
CASEWORK ELEVATION RM.#1 11
. to 11- 099
3/8
0
0
- I
04
0
0
0
I
10
EQ. EQ. EQ.
LAM UPPER
3INETS WITH TWO
JUSTABLE SHELVES
L:-2]
-LAM COUNTERTOP
FH 4" BACKSPLASH
NER CLOSED CABINETS
*H TWO WHITE MELAMINE
JUSTABLE SHELVES
L:- 2:
CASEWORK ELEVATION RM.#1 13
EQ. EQ. EQ. EQ.
of 19- 099
3/8
EQ. EQ. EQ. EQ. EQ. EQ. �Q.
X
JPPER
3 WITH TWO
BLE SHELVES
COUNTERTOP
BACKSPLASH
WITH ACCURIDE
'LOSED CABINETS
3 WHITE MELAMINE
_3LE SHELVES
�PL-2
CASEWORK ELEVATION RM.#1 13
so 19- 091
3/8
RECEIVED
CITY OF TUKWILA
OCT 24 2016
PERMIT CENTER
CENTERLINE OF DOOR
AND TRANSITION STRIP
DOOR AS SCHEDULED
CARPETING AS
SCHEDULED
RESILIENT
TRANSITION STRIP
RESILIENT FLOOR
AS SCHEDULED
Tenant:
WESTERN FOODS/CORE GROUP
VER EXECUTIVE PARK BUILDING 13
641 INDUSTRY DRIVE
TUKWILA, WA 98188
A Tenant Improvement for:
SKB COMPANY
ANDOVER EXECUTIVE PARK
617 INDUSTRY DR.
TUKWILA, WA 98188
BURGESS
INTERIOR ARCHITECTURE
1326 Fifth Avenue, Suite 400 1 Seattle, WA 98101 T 206 587 7120 W BurgessPNW.corn
All reproduction & intellectual property rights reserved c 2015
Professional seal
LL ALAN MORGAN
OF WASHINGTON
No. Issue Description Date
REVIEW SET 08.15.16
REVISED REVIEW SET 08.23.16
FINAL REVIEW SET 09.12.16
PERMIT SET 09.20.16
CORRECTIONS SET 10.21.16
City Electronic Stamp Location
REVIEMD FOR
CODE COMPLIANCE
APPROVED
NOY 2 2 2016
City of Tukwila
B1 III nIN DIVISION
Drawn by: JG/MK Project manager: RM
Project No: 16.3405.00
MILLWORK
DETAILS
Originol drawing is 24" x 36". Scale entities accordingly if reduced
A*93
3' CLR.
EQ.
EQ.
-P-LAM UPPER
CABINETS WITH TWO
ADJUSTABLE SHELVES
FPL -2]
-P-LAM COUNTERTOP
WITH 4" BACKSPLASH
F-11
-DRAWERS WITH ACCURIDE
FULL EXT. GUIDES.
-P-LAM LOWER
CABINETS AND DRAWER
WITH ONE ADJUSTABLE
SHELF
J
�A
.9.3 >
CASEWORK ELEVATION RM.#1 11
. to 11- 099
3/8
0
0
- I
04
0
0
0
I
10
EQ. EQ. EQ.
LAM UPPER
3INETS WITH TWO
JUSTABLE SHELVES
L:-2]
-LAM COUNTERTOP
FH 4" BACKSPLASH
NER CLOSED CABINETS
*H TWO WHITE MELAMINE
JUSTABLE SHELVES
L:- 2:
CASEWORK ELEVATION RM.#1 13
EQ. EQ. EQ. EQ.
of 19- 099
3/8
EQ. EQ. EQ. EQ. EQ. EQ. �Q.
X
JPPER
3 WITH TWO
BLE SHELVES
COUNTERTOP
BACKSPLASH
WITH ACCURIDE
'LOSED CABINETS
3 WHITE MELAMINE
_3LE SHELVES
�PL-2
CASEWORK ELEVATION RM.#1 13
so 19- 091
3/8
RECEIVED
CITY OF TUKWILA
OCT 24 2016
PERMIT CENTER
CENTERLINE OF DOOR
AND TRANSITION STRIP
DOOR AS SCHEDULED
CARPETING AS
SCHEDULED
RESILIENT
TRANSITION STRIP
RESILIENT FLOOR
AS SCHEDULED
Tenant:
WESTERN FOODS/CORE GROUP
VER EXECUTIVE PARK BUILDING 13
641 INDUSTRY DRIVE
TUKWILA, WA 98188
A Tenant Improvement for:
SKB COMPANY
ANDOVER EXECUTIVE PARK
617 INDUSTRY DR.
TUKWILA, WA 98188
BURGESS
INTERIOR ARCHITECTURE
1326 Fifth Avenue, Suite 400 1 Seattle, WA 98101 T 206 587 7120 W BurgessPNW.corn
All reproduction & intellectual property rights reserved c 2015
Professional seal
LL ALAN MORGAN
OF WASHINGTON
No. Issue Description Date
REVIEW SET 08.15.16
REVISED REVIEW SET 08.23.16
FINAL REVIEW SET 09.12.16
PERMIT SET 09.20.16
CORRECTIONS SET 10.21.16
City Electronic Stamp Location
REVIEMD FOR
CODE COMPLIANCE
APPROVED
NOY 2 2 2016
City of Tukwila
B1 III nIN DIVISION
Drawn by: JG/MK Project manager: RM
Project No: 16.3405.00
MILLWORK
DETAILS
Originol drawing is 24" x 36". Scale entities accordingly if reduced
A*93
WAREHOUSE SIDE
EXISTING STUDS AND HEADER
@ OPENING
ATTACH NEW 25 GA. TOP
TRACK TO HEADER W/2 #10
SCREWS @ 24 O.C.
MOISTURE BARRIER
PROVIDE THERMAL BATT
INSULATION IN CAVITY.
25 GA METAL STUDS @ 24"
O.C., MATCH EXISTING STUD
DEPTH.
1 LAYER 5/8', TYPE 'X'
GYP. BD. EA. SIDE OF
METAL STUDS ATTACHED
W/ #6 SCREWS 0 12'
O.C. MAX.
CEILING AS
SCHEDULED
SLOTTED LONG LEG
TOP TRACK SYSTEM,
SUCH AS STEELER INC
DFT DEFLECTION
TRACK 0
00
C�o
xc>
C3
V)
C3 =
LLJ
CL
002
M
BOTTOM OF STRUCTURE
FIRE RATED SEALANT
ALL PENETRATIONS TO
HAVE FIRE CAULKING
OR FIRE DAMPERS AS
NECESSARY. NO VERTICAL
PENETRATIONS OCCUR
IN NEW CONSTRUCTION
TYPE I KITCHEN HOOD,
REFER TO MECHANICAL
DRAWINGS
BXUV.U419
FIRE RESISTANCE RATINGS:
ANSIZUL 263
CHANNEL SHAPED, FABRICATED FROM MIN 20 GA.
(33 MILS) CORROSION—PROTECTED STEEL, MIN.
WIDTH TO ACCOMMODATE STUD SIZE, WITH MIN.
1' LONG LEGS, ATTACHED TO FLOOR AND CEILING
WITH FASTENERS 24" OC. Mg.
CHANNEL SHAPED, CORROSION —PROTECTED
STEEL, MIN WIDTH 6" 25GA (18 MILS), MIN
1-1/4' FLANGES AND 1/4" RETURN, SPACED
16" OC. STUDS TO BE CUT 3/8" TO 3/4" LESS
THAN ASSEMBLY HEIGHT. MAX HEIGHT 24'-6n
MINERAL WOOL BATTS OR GLASSFIBER WITH UL
CLASSIFICATION MARKINGFRICTION FITTED BETWEEN
STUDS AND RUNNERS. MIN. THICKNESS 1-1/2".
FIRE RATED SEALANT
CONCRETE SLAB
WHEN USED IN AN EXISTING ASSEMBLY
CONTRACTOR MAY MODIFY DETAIL TO EXISTING
CONDITIONS AS LONG AS THE RATING IS
MAINTAINED.
TRAINING ROOM/TYPE 1 HOOD
NON -RATED INFILL PARTITION 1 HR RATED FLOOR TO CEILING/DECK
L_F]�� 311 9-091 3 is
0 99 4 99 8 911 12 11 0 19 4 1110 8 1) 12 101
RECEIVED
CITY OF TUKWILA
OCT 24 2016
PERMIT CENTER
Tenant:
WESTERN FOODS/CORE GROUP
ANDOVER EXECUTIVE PARK BUILDING 13
641 INDUSTRY DRIVE
TUKWILA, WA 98188
A Tenant Improvement for:
SKB COMPANY
ANDOVER EXECUTIVE PARK
617 INDUSTRY DR.
TUKWILA, WA 98188
BURGESS
INTERIOR ARCHITECTURE
1326 Fifth Avenue, Suite 4001 Seattle, WA 98101 T 206 587 7120 W Burgess!'NW.corn
All reproduction & intellectual property rights reserved c 2015
Professional seal
IDALL ALAN MORGAN
TE OF WASHINGTON
No. Issue Description Date
REVIEW SET 08.15.16
REVISED REVIEW SET 08.23.16
FINAL REVIEW SET 09.12.16
PERMIT SET 09.20.16
CORRECTIONS SET 10.21.16
City Electronic Stamp Location
REVIEWED FOR
CODE COMPLIANCE
APPROVED
RE PIEED F R
W 0
0 C MP E
DE 0 LIANC
APPROVED
Nov 2 2 2016
City of Tukwila
IVISJON�
811111 DING DivisION
Drawn by: JG/Ji�'�ro�iect M`=n1911: RM
Project No: 16.3405.00
DETAILS
Original drawing is 24" x 36". Scale entities accordingly if reduced
(a)
GYPSUM PANELS WITH BEVELED, SQUARE OR
— — — — — — — — — — — —
— —
TAPERED EDGES, APPLIED VERTICALLY OR
GALVANIZED SHEET STEEL WITH A MINIMUM
HORIZONTALLY. VERTICAL JOINTS CENTERED
THICKNESS OF .0236 INCH (.6010) (24GA), SPACED
OVER STUDS AND STAGGERED ONE STUD CAVITY
1 INCH USING 1 INCH HIGH METAL HAT CHANNELS
ON OPPOSITE SIDES OF STUDS. VERTICAL
OFF THE COMBUS11BLE ASSEMBLY @ 24' O.C.
JOINTS IN ADJACENT LAYERS (MULTILAYER
(MEETS REQUIREMENTS OF SMC TABLE 308.6)
SYSTEMS) STAGGERED ONE STUD CAVITY.
HORIZONTAL JOINTS NEED NOT BE BACKED BY
WALL TYPE "C"
STEEL FRAMING. HORIZONTAL EDGE JOINTS AND
HORIZONTAL BUTT JOINTS ON OPPOSITE SIDES
OD STUDS NEED NOT BE STAGGERED.
HORIZONTAL EDGE JOINTS AND HORIZONTAL BUTT
STAINLESS STEEL FINISH ADHERED
JOINTS IN ADJACENT (MULTI—LAYERED SYSTEMS)
TO GALVANIZED STEEL
STAGGERED A MIN OF 12". PROVIDE ONE LAYER
TYPE'X' 5/8' THICK PER SIDE.
@)
TYPE S OR S-12 #6 STEEL SCREWS USED TO
ATTACH PANELS TO STUDS (ITEM 2) OR FURRING
JOINT COMPOUND
CHANNELS (ITEM 6). SINGLE LAYER SYSTEMS:
-
1 LONG FOR 1/2- AND 5/8- PANELS OR
INSULATION
1-1/4" LONG FOR 3/4' THICK PANELS, SPACED
WHERE NOTED
8" OC. WHEN PANELS ARE APPLIED
HORIZONTALLY, OR 8" OC. ALONG VERTICAL AND
BOTTOM EDGES AND 12" OC. IN THE FIELD
THE PURPOSE OF THE 1—HOUR WALL Is TO
WHEN PANELS ARE APPLIED VERTICALLY.
PROVIDE 6" OF NON—COMBUSTIBLE MATERIAL
FROM THE HOOD AND COMBUSTIBLE MATERIAL TO
VINYL OR CASON, DRY OR PREMIXED JOINT
MEET REQUIREMENTS OF IMC TABLE 308.6
COMPOUND APPLIED IN TWO COATS TO JOINTS
AND SCREW HEADS OF OUTER LAYERS. PAPER
TAPE, NOM 2' WIDE, EMBEDDED IN FIRST LAYER
r— BOTTOM TRACK,
OF COMPOUND OVER ALL JOINTS OF OUTER
WITH POWER DRIVEN ATTACHMENT.
LAYER PANELS. PAPER TAPE AND JOINT
TOP TRACK SIMILAR
COMPOUND MAY BE OMITTED WHEN GYPSUM
PANELS ARE SUPPLIED WITH A SQUARE EDGE.
FIRE RATED SEALANT
CONCRETE SLAB
WHEN USED IN AN EXISTING ASSEMBLY
CONTRACTOR MAY MODIFY DETAIL TO EXISTING
CONDITIONS AS LONG AS THE RATING IS
MAINTAINED.
TRAINING ROOM/TYPE 1 HOOD
NON -RATED INFILL PARTITION 1 HR RATED FLOOR TO CEILING/DECK
L_F]�� 311 9-091 3 is
0 99 4 99 8 911 12 11 0 19 4 1110 8 1) 12 101
RECEIVED
CITY OF TUKWILA
OCT 24 2016
PERMIT CENTER
Tenant:
WESTERN FOODS/CORE GROUP
ANDOVER EXECUTIVE PARK BUILDING 13
641 INDUSTRY DRIVE
TUKWILA, WA 98188
A Tenant Improvement for:
SKB COMPANY
ANDOVER EXECUTIVE PARK
617 INDUSTRY DR.
TUKWILA, WA 98188
BURGESS
INTERIOR ARCHITECTURE
1326 Fifth Avenue, Suite 4001 Seattle, WA 98101 T 206 587 7120 W Burgess!'NW.corn
All reproduction & intellectual property rights reserved c 2015
Professional seal
IDALL ALAN MORGAN
TE OF WASHINGTON
No. Issue Description Date
REVIEW SET 08.15.16
REVISED REVIEW SET 08.23.16
FINAL REVIEW SET 09.12.16
PERMIT SET 09.20.16
CORRECTIONS SET 10.21.16
City Electronic Stamp Location
REVIEWED FOR
CODE COMPLIANCE
APPROVED
RE PIEED F R
W 0
0 C MP E
DE 0 LIANC
APPROVED
Nov 2 2 2016
City of Tukwila
IVISJON�
811111 DING DivisION
Drawn by: JG/Ji�'�ro�iect M`=n1911: RM
Project No: 16.3405.00
DETAILS
Original drawing is 24" x 36". Scale entities accordingly if reduced