HomeMy WebLinkAboutPermit D16-0197 - NORTHWEST HYDRAULICS - TENANT IMPROVEMENTNORT ST
RAULICS
12787 GATEWAY DR
D16-0197
, � V�
City of Tukwila
Department of Community Development
+ 6300 Southcenter Boulevard, Suite #S00
Tukwila, Washington 98188
''' Phone:206-431-3670
Inspection Request Line: 206-438-9350
Web site: http://www.TukwilaWA.gov
DEVELOPMENT PERMIT
Parcel No: 2716000060
Address: 12787 GATEWAY DR
Project Name: NORTHWEST HYDRAULICS
Owner:
Name: EPROPERTY TAX INC DEPT #207
Address: PO BOX 4900 , SCOnSDALE, WA,
85261
Contact Person:
Name: CHRIS ACKERMAN
Address:
Contractor:
Name:
909 112 AVE NE - SUITE 206 ,
BELLEVUE, WA, 98004
FOUSHEE & ASSOCIATES CO INC
Address: PO BOX 3767 , BELLEVUE, WA, 98009
License No: FOUSHAC1580D
Lender:
Name: RREEF AMERICAN REIT CORP
Permit Number: D16-0197
Issue Date: 9/6/2016
Permit Expires On: 3/5/2017
Phone: (425) 641-9200
Phone:(425)746-1000
Expiration Date: 8/12/2017
Address: 20415 72 AVE S- SUITE 210 , KENT,
WA, 98032
DESCRIPTION OF WORK:
TENANT IMPROVEMENT OF APPROXIMATELY 16,000 Sq FEET OF OFFICE SPACE: SELECT DEMOLITION, NEW
WALLS, OOORS, BUILT-IN CASEWORK, SHOWERS, REPLACE SELECT EXTERIOR WINDOWS FOR SECTIONAL GARAGE
DOORS, PARTIAL CEILING RECONFIGURATION AND MINOR MEP MODIFICATIONS
Project Valuation: $590,000.00 Fees Collected: $9,416.22
Type of Fire Protection: Sprinklers: YES
Fire Alarm: YES
Type of Construction: IIB Occupancy per IBC: B
Electrical Service Provided by: TUKWILA Water District: TUKWILA
Sewer District: TUKWILA
Current Codes adopted by the City of Tukwila:
International Building Code Edition: 2015 National Electrical Code: 2014
International Residential Code Edition: 2015 WA Cities Electrical Code: 2014
International Mechanical Code Edition: 2015 WAC 296-466: 2014
Uniform Plumbing Code Edition: 2015 WA State Energy Code: 2015
International Fuel Gas Code: 2015
Public Works Activities:
Channelization/Striping:
Curb Cut/Access/Sidewalk:
Fire Loop Hydrant:
Flood Control Zone:
Hauling/Oversize Load:
Land Altering: Volumes: Cut: 0 Fill: 0
Landscape Irrigation:
Sanitary Side Sewer: Number: 0
Sewer Main Extension:
Storm Drainage:
Street Use:
Water Main Extension:
Water Meter: No
�
Permit Center Authorized Signature: Date: �
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 permi d ree to the conditions attached to this permit.
Signature: � Date:��—���
Print Name: ����� �� .r��v+��P.�GI
This permit shall become null and void if the work is not commenced within 180 days for the date of issuance, or if
the work is suspended or abandoned for a period of 180 days from the last inspection.
PERMIT CONDITIONS:
4: 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)
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)
5: 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)
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, 72, 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 handies, 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. (IFC 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-minimum illumination uniformity ratio of 40 to 1 shall not be exceeded. (IFC 1006.3.1)
18: 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).
19: 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 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)
20: 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)
22: An electrical permit from the City of Tukwila Building Department Permit Center (206-431-3670) is required
for this project.
23: All electrical work and equipment shall conform strictly to the standards of the National Electrical Code.
(NFPA 70)
24; The maximum flame spread class of finish materiais used on interior walls and ceilings shall not exceed that
set forth in Table No. 803.9 of the International Building Code.
25: Any overlooked hazardous condition and/or violation of the adopted Fire or Building Codes does not imply
approval of such condition or violation.
26: These plans were reviewed by Inspector 511. If you have any questions, please call Tukwila Fire Prevention
Bureau at (206)575-4407.
27: ***BUILDING PERMIT CONDITIONS***
28: 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.
29: 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.
30: New suspended ceiling grid and light fixture installations shall meet the seismic design requirements for
nonstructural components. ASCE 7, Chapter 13.
31: 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.
32: All construction shall be done in conformance with the Washington State Building Code and the
Washington State Energy Code.
33: 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.
34: There shall be no occupancy of a building until final inspection has been completed and approved by
Tukwila building inspector. No exception.
35: 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.
36: 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.
37: 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).
38: All electrical work shall be inspected and approved under a separate permit issued by the City of Tukwila
Permit Center.
39: 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.
40: All mechanical work shall be inspected and approved under a separate permit issued by the City of Tukwila
Permit Center (206/431-3670).
PERMIT INSPECTIONS REQUIRED
Permit Inspection Line: (206) 438-9350
1700 BUILDING FINAL**
0611 EMERGENCY LIGHTING
1400 FIRE FINAL
0409 FRAMING
0606 GLAZING
LATH & GYPSUM
0406 SUSPENDED CEILING
CITY OF TUKW_ . .�
Commr�nity Develop�nent Depat�tntent
Public Works Departnient
Perntit Center
6300 Southcenter Blvd., Suite 100
Tub�x�ila, WA 98188
http://www. Tukwi la W A. gov
Building Per�No. �� �' Q � �J /
Project No.
Date Application Accepted: � � � � �
Date Application Expires: ��� V�� 7
use
CONSTRUCTION PERMIT APPLICATION
Applications and plans must be complete in order to be accepted for plan review.
Applications will not be accepted tl�rough the mail or by fax.
**Please Print**
SITE LOCATION
King Co Assessor's Tax No.: 271600-0060
Site Address: 12787 Gateway Drive S Suite Number: Floor: 1
Tenant Name: Northwest Hydraulics New Tenant: �.....Yes ❑..No
PROPERTY OWNER
Name: �EEF America RE'IT II Corp c/o CBRE
Address: 20415 72nd Ave S., Suite 210
Ciry: Kent state: wA Z'p� 98032
CONTACT PERSON — person receiving all project
communication
Name: Chris Ackerman
Address: 909 112th Ave. NE Suite 206
City: Bellevue State: WA Z�P� 98004
Phone: (425) 641-9200 Fax:
Email: chrisa@jpcarchitects.com
GENERAL CONTRACTOR INFORMATION
Company Name: Foushee & Associates
Address: 3260 118th Ave SE Suite 1000
�'n'� Bellevue State: wA zip: 98005
Phone: �425) 746-1000 Fax:
Contr Reg No.: CCFOUSHACIS � Exp Date: 08/12/2017
Tukwila Business License No.: gUS-0994435
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ARCHITECT OF RECORD
Company Name: JPC Architects, PLLC
Architect Name: Dan Butler
Address: 909 112th Ave. NE Suite 206
City: Bellevue State: WA Z'p� 98004
Phone: (425) 641-9200 Fax:
Email: danb@jpcarchitects.com
ENGINEER OF RECORD
Company Name:
Engineer Name:
Address:
City: State: Zip:
Phone: Fax:
Email:
LENDER/BOND ISSUED (required for projects $5,000 or
greater per RCW 19.27.095)
Name: ��A ,
E� C�
Address: ..� � � S ��" . S. TE (
S.c � Z �
City: �� State: �� Zip: e���
Page 1 of 4
BUILDING PERMIT INFORMATIOr D6-431-3670
Valuation of Project (contractor's bid price): $ 590,000
Existing Building Valuation: $ 4,1g3,g��
Describe the scope of work (please provide detailed information):
Tenant Improvement of approximately 16,000 SF of of�ce space; select demolition; new walls, doors, built-in casework, showers,
replace select exterior windows for sectional garage doors, partial ceiling reconfiguration; and minor MEP modifications.
Will there be new rack storage? ❑.....Yes �.. No If yes, a separate permit and plan submittal will be required.
Provide All Building Areas in Square Footage Below
Addition to Type of Type of
Existing Construction per Occupancy per
Existin Interior Remodel Structure New IBC IBC
ls� Floor 41,850 16,000 II-B B
2" FlOor
3` Floor
Floors thru
Basement
Accessory Structure*
Attached Garage
Detached Garage
Attached Carport
Detached Carport
Covered Deck
Uncovered Deck
PLANNING DIVISION:
Single family building footprint (area of the foundation of all structures, plus any decks over 18 inches and overhangs greater than 18 inches)
*For an Accessory dwelling, provide the following:
Lot Area (sq ft): Floor area of principal dwelling: Floor area of accessory dwelling:
*Provide documentation that shows that the principal owner lives in one of the dwellings as his or her primary residence.
Number of Parking Stalls Provided: Standard: Compact: Handicap:
Will there be a change in use? ❑....... Yes �....... No If "yes", explain:
FIRE PROTECTION/HAZARDOUS MATERIALS:
� ....... Sprinklers � ....... Automatic Fire Alarm ❑ .......None ❑ .......Other (specify)
Will there be storage or use of flammable, combustible or hazardous materials in the building? ❑....... Yes �.......No
If `yes', attach list of mater�ials and storage locations on a.reparate 8-1/2"x 11 "paper including quantities and Material Safeh� Data Sheets.
SEPTIC SYSTEM
❑.......On-site Septic System — For on-site septic system, provide 2 copies of a current septic design approved by King County Health
Deparhnent.
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PUBLIC WORKS PERMIT INFOI�TION - 206-433-4179
Scope of Work (please provide detailed information):
Call before you Dig: 811
Please refer to Public Works Bulletin #1 for fees and estimate sheet.
Water District
❑ ...Tukwila ❑ ... Water District #125 ❑ .. Highline
❑ ...Water Availability Provided
Sewer District
❑ ...Tukwila ❑... Valley View ❑ .. Renton
❑...Sewer Use Certificate ❑... Sewer Availability Provided
❑ .. Renton
❑ .. Seattle
Septic Svstem:
❑ 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 Annlication (mark boxes which apnlv):
❑...Civil Plans (Maximum Paper Size — 22" x 34")
❑...Technical Information Report (Storm Drainage) ❑.. Geotechnical Report ❑...Traffic Impact Analysis
❑ ...Bond ❑ .. Insurance ❑ .. Easement(s) ❑ .. Maintenance Agreement(s) ❑ ... Hold Harmless — (SAO)
❑ ...Hold Harmless — (ROVI�
Pronosed Activities (mark boxes that apnlv):
❑...Right-of-way Use - Nonprofit for less than 72 hours ❑.. Right-of-way Use - Profit for less than 72 hours
❑...Right-of-way Use - No Disturbance ❑.. Right-of-way Use — Potential Disturbance
❑ ...Construction/Excavation/Fill - Right-of-way ❑
Non Right-of-way ❑
❑ ...Total Cut cubic yards
❑ ...Total Fill cubic yards
❑ ...Sanitary Side Sewer
❑ ...Cap or Remove Utilities
❑ ...Frontage Improvements
❑ ...Traffic Control
❑ ...Backflow Prevention - Fire Protection _
Irrigation
Domestic Water
❑ .. Work in Flood Zone
❑ .. Storm Drainage
❑ .. Abandon Septic Tank
❑ .. Curb Cut
❑ .. Pavement Cut
❑ .. Looped Fire Line
�
�
❑ .. Grease Interceptor
❑ .. Channelization
❑ .. Trench Excavation
❑ .. Utility Undergrounding
❑ ...Permanent Water Meter Size... " WO #
❑ ...Temporary Water Meter Size .. " WO #
❑...Water Only Meter Size............ " WO # ❑...Deduct Water Meter Size
❑ ...Sewer Main Extension .............Public ❑ Private ❑
❑ ...Water Main Extension .............Public ❑ Private ❑
FINANCE INFORMATION
Fire Line Size at Property Line _
❑ ...Water ❑ ...Sewer
Monthly Service Billing to:
Number of Public Fire Hydrant(s)
❑ ...Sewage Treatment
Day Telephone:
Mailing
c�cy
Water Meter Refund/Billine:
Day Telephone:
Mailing
City
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State Zip
Page 3 of 4
. PERMIT APPLICATION NOTES —
Value of Construction — In all cases, a value of construction amount should be entered by the applicant. This figure will be reviewed and is subject
to possible revision by the Permit Center to comply with current fee schedules.
Expiration of Plan Review — Applications for which no permit is issued within 180 days following the date of application shall expire by limitation.
The Building Official may grant one or more extensions of time for additional periods not exceeding 90 days each. The extension shall be
requested in writing and justifiable cause demonstrated. Section 105.3.21nternational 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.
BU3LDING O�'VNE�OR AUTHORIZED AGENT:
Signature:
Date: 07/18/2016
Print Name: Chris Ackerman Day Telephone: (425) 460-2303
Mailing Address: 909 112th Ave. NE Suite 206
Bellevue WA 98004
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Date Paid: Tuesday, September 06, 2016
Paid By: NORTHWEST HYDRAULIC CONSULTANT
Pay Method: CHECK 41542
Printed: Tuesday, September 06, 2016 1:59 PM 1 of 1 ��
SYS7EM5
Date Paid: Wednesday, July 20, 2016
Paid By: JPC ARCHITECTS
Pay Method: CHECK 32754
Printed: Wednesday, July 20, 2016 7:37 AM 1 of 1 ����"' SYSTEIAS
, INSPECTION RECORD , �� ? ��
� Retam a copy with permit ��� �
INSPE TION N0. PERMIT N0.
CITY OF TUKWILA BUILDING DIVISION '
6300 Southcenter Blvd., #100, Tukwila: WA 98188 (206) 431-3670
Permit Inspection Request Line (206) 438-9350
�pproved per applicable codes. � Corrections required prior to approval.
COMMENTS:
nspector:
'l�
� REtNSPECTION FEE REQUIRED. Prior to next inspec�ion, fee must be
paid at 6300 Southcenter Blvd.. Suite 100. Calt to schedule reinspection.
INSPECTION RECORD , �
5 Retain a copy wrth permit ���' ����?
INSPECTION N0. PERMIT N0.
CITY �F TUKWILA BUILDING DIVISION
b300 Southtenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670
Permit Enspection Request Line (206) 438-9350
�Approved per applitabie todes. � Gorrections required prior to approval.
U paid at 6300 Southcenter Btvd., Suiie 100. Call to schedule reinspection.
INSPECTION RECORD �
Retain a copy with permit ���'-' �j� �
INSPECTION N0. PERMIT N0.
CITY OF TUKWILA BUILDING DIVISION .
6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670
Permit Inspection Request Line (206) 438-9350
� App�oved per applicable codes. � Corrections required prior to approval.
� REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be
paid at 6300 Southcenter Blvd., Suite 100. Calt to schedule reinspection.
INSPECTION RECORD _GI�-1 �
Retain a copy with permit �G
INSPECTION N0. PERMIT N0.
CITY OF TUKWILA BUILDING DIVISION
6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670
Permit Inspection Request Line (206) 438-9350
� Appr�oved per applicable codes. � Corrections required prio� to approval.
U paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection.
INSPECTION RECORD �
Retain a copy with permit �i� ��� �?
INSPECTION N0. PERMIT N0.
CITY OF TUKWILA BUILDING DIVISION
6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670
Permit Inspection Request Line (206) 438-9350
� Approved per applicable codes. � Correciions required prior to approval.
� REINSPECTION FEE REQUIREb. 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 �f � rG�9 7
INS TION N0. PERMIT N0.
CITY OF TUKWILA BUILDING DIVlSION
6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670
Permit Inspection Request Line (206) 438-9350
�Approved per applicable todes. �Corrections required prior to approval.
� REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be
paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection.
� IN5PECTION RECORD °� � ,I� �
Retain a copy with permit �� 7
INS ION N0. PERMIT N0.
CITY OF TUKWILA BUILDING DIVISION -
6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670
Permit Inspection Request Line (206) 438-9350
�q Appr�oved per app�icabie coqes. u c:orrea�ons reqwrea pnor to approvai.
1+�
COMMENTS:
� ��e� �� , �s �r�
nspector:
�o/l�//�"
� 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 N0. PERMIT N0.
CITY OF TUKWtLA BUILDING DIV1510N
6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670
Permit inspection Request Line (206) 438-9350
� Apprvved per applicable todes. � Corrections required prior to approval.
� REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be
paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection.
INSPECTfON RECORD � . � �
l Retain a copy with permit ��� ���
INSP CTION N0. PERMIT N0.
CITY OF TUKWILA BUILDING DIVISION
6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670
Permit Inspection Request Line (206) 438-9350
� Approved per applicable codes. � Corrections required prior to approval.
� paid at 6300 Southcenter Blvd., Suite 100. Calt to schedule reinspection.
INSPECTION RECORD I li-� �- �/ � o�
� Retain a copy with permit
—����,
INSPECTION NUMBER PERMIT NUMBERS
CITY OF TUKWILA FIRE DEPARTMENT
206-575-4407
Project: Type of Inspection•
� i� � �vC lc � �/�t- x 5 r�� � +���-- �`, �
Address: ` Contact Person:
Suite #: %%"�-, z.- ��'�yv �r'
Special Instructions: Phone No.:
��.,,.-. /- � ; ,� �� -
Approved per applicable codes. • Correctiorts required prior to approval.
COMMENTS:
�" �' 1.,�2 E �� �� � r C E�S �1l: Ce,'z- R��-�"' ��� t�'� PL �t-rv s
� s i � �v ( � � s r ' vF . Gc�" r '� ! �"
� 135� /�.6 3�
�- ;�- � ,�d � �.�vc.-,D v � �r� � c' � t� � �.�7? a � s �v► �-�G i�
"- � ������� ���"rfi�. — �f�-
�; �� �z fi 1 c� /'�� d fit G� rN iLti li�►-� ►n� c SS� � Gc t�-�/tG t= �5
Needs Shift Inspection: Sprinklers:
Fire Alarm: Hood & Duct:
Monitor: Pre-Fire:
Permits: Occu anc T e:
Inspector: �� �-fi- ��,� ,;—� I Date: 1����� Hrs.: ,
�$100.00 REINSPECTION FEE REQUIRED. You will receive an invoice from
the City of Tukwila Finance Department. Call to schedule a reinspection.
Billing Address
Attn:
Address:
Word/Inspection Record Form.Doc
Co
�y Name:
State:
3/14/14
��r.
T.F.D. Form F.P. 113
�
�:
City of Tukwila
Al[an Ekberg, Mayor
Depa�tment of Community Development Jack Pace, Director
August 09, 2016
CHRIS ACKERMAN
909 112 AVE NE - SUITE 206
BELLEVUE, WA 98004
RE: Correction Letter # 1
DEVELOPMENT Permit Application Number D16-0197
NORTHWEST HYDRAULICS - 12787 GATEWAY DR
Dear CHRIS ACKERMAN,
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 l 1x17 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) "STAMI' 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 seaUstamp 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. Building codes referenced in the plans, i.e. (I-0.0, I-0.1 & I-CS-1 and possibly others) reference 2006 IBC codes
and 2003 ADA codes. As of July 1 2016, City of Tukwila requires all plan designs with notes to comply with the
new adopted 2015 International and Washington State Building codes. Please provide new plans and documents to
reference the current State and Internationai codes including 2015 Washington State code amendments as follows:
2015 International Building codes (IBC)
2015 International Residential codes (IRC)
2015 Uniform Plumbing codes (UPC)
2015 International Mechanical codes (IMC)
2015 National Electrical codes (NEC)
2015 Washington State Energy codes (WSEC)
2014 Liquefied Petroleum Gas Code (NFPA 58)
2015 National Fuel Gas Code (NFPA 54) (for LP Gas installation oniy)
2015 International Swimming Pool and Spa code
2009 ICC/ANSI Al 17.1 (barrier free codes)
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.
6300 Southcenter Boulevard Suite #100 • Tukwila Washington 98188 � Phone 206-431-3670 � Fax 206-431-3665
�
�±
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 bv a messenger service.
If you have any questions, I can be reached at 206-431-3672.
Sincerely,
Ll'� WVN
Brenda Holt
Permit Coordinator
FileNo. D16-0197
6300 Southcenter Boulevard Suite #100 • Tukwila Washington 98188 � Phone 206-431-367,0 � Fax 206-431-3665
PER���` ���R� COPY
PLAN REVIEW/ROUTING SLIP
PERMIT NUMBER: D16-0197
DATE: 08/22/16
PROJECT NAME: NORTHWEST HYDRAULICS
SITE ADDRESS: 12787 GATEWAY DR _
Original Plan Submittal Revision # before Permit Issued
X Response to Correction Letter # 1 Revision # after Permit Issued
DEPARTMENTS:
,0�, � � I�
Buii ng D�vision
Fire Prevention � Planning Division �
Public Works � Structural � Permit Coordinator �
PRELIMINARY REVIEW: DaTE: 08/23/16
Not Applicable � Structural Review Required �
(no approval/review required)
REVIEWER'S INITIALS: DATE:
APPROVALS OR CORRECTIONS: DUE DATE: O9�ZO�16
Approved � Approved with Conditions 1�
Corrections Required �
(corrections entered in Reviews)
Notation:
REVIEWER'S INITIALS:
Denied �
(ie: Zoning Issues)
DATE:
Permit Center Use Only
CORRECTION LETTER MAILED:
Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials:
12/18/2013
t�ERMIT COORD COP'�
PLAN REVIEW/ROUTING SLIP
PERMIT NUMBER: D16-0197
DATE: 07/20/16
PROJECT NAME: NORTHWEST HYDRAULICS
SITE ADDRESS: 12787 GATEWAY DR
X Original Plan Submittal
Response to Correction Letter #
Revision #
Revision #
before Permit Issued
after Permit Issued
DEPARTMENTS:
��� �or�� -,-��.� �M �� �'��'�° � p'— ���- � ���
Building Division � Fire Prevention � Planning Division �
�1S /��/� ���`� �
Public Works � Structural � Permit Coordinator �
PRELIMINARY REVIEW: Da�rE: 07/21/1.6
Not Applicable ❑
(no approval/review required)
REVI:EWER'S INITIALS:
Structural Review Requiced �
DATE:
APPROVALS OR CORRECTIONS: DUE DATE: OgI1.gII.6
Approved
� Approved with Conditions ❑
Corrections Required ��
(corrections entef•ed in Reviews)
Notation:
REVIEWER'S INITIALS:
Denied ❑
(ie: Zoning Issues)
DATE:
Persnit Ce�rter Use Oj11y
CORRECTION LETTER MAILED: '
Departments issued corrections: Bldg� Fire ❑ Ping ❑ PW ❑ Stafflnitials:
12/18/2013
City of Tukwila
Department of Community Development
6300 Southcenter Boulevard, Suite #l00
Tukwila, Washington 98188
Phone: 206-431-3670
Web site: http://www.TukwilaWA.gov
REVISION
SUBMITTAL
Revision submittals must be submitted in person at the Permit Center.
Revisions will not be accepted through the mail, fcrx, etc.
Date: �l� �� �� Plan Check/Permit Number: D 16-0197
■
��
■
�
■
Response to Incomplete Letter #
Response to Correction Letter # 1
Revision # after Permit is Issued
Revision requested by a City Building Inspector or Plans Examiner
Deferred Submittal #
Pro�ect Name: NORTHWEST HYDRAULICS
Project Address:
Contact Person:
12787 GATEWAY DR S
RECEd u ��.�
CITY G�F TUK.'�a�._��°
- AUG 19 1�i�;�
PERMIT G��i �'��
CHRIS ACKERMAN Phone Number: -�F�s � I-°l72cx�
Summary of Revision:
c�n���� ��,�o��� (;ooE R��.e�s .�c�un� caP��ry�s �ro �� P�.-�► i.,��o�-r
Sheet Number(s): %-C�•i� i�- 0. � � I-CS- �
"Cloud" or highlight all areas of revision inclu�
Received at the City of Tukwila Permit Center by:
�ntered in TRAKiT on ��/ ���(
W:\Permit Cemer\Templates\Porms\Revision Submival 1'ormdoc
Rcvisrd: Augusi 2015
I-i.l I-3�l i
g date of revision
� l�il
�Y�
FOUSHEE & ASSOCIATES CO II�?'�'
Home F:,spaiiol Contact
Safety & Health
Washingtan 5tat� Department of
�.abor & 1�dus�ries
FOUSHEE & ASSOCIATES CO INC
Owner or tradesperson
JONES, ERIC BRADLEY
Principais
JONES, ERIC BRADLEY, PRESIDENT
KOCH, LISA HINES, SECRETARY
ANDERSON,LOCH
GRAYDON,SECRETARY
(End: 07/26/2013)
FOUSHEE, JEFFERY CHARLES, CHIEF
EXECUTIVE OFFICER
(End: 07/26/2013)
BARKER, RICHARD A
(End: 08/01 /2011)
Page 1 of 3
ISearch L&I � ��l����
:1-LIndcx ilelp A4� LfiI
Claims & Insurance Workplace Rights Trades & �icensing
PO BOX 3767
BELLEVUE, WA 98009
425-746-1000
KING County
WA IJBI No. Business type
600 259 643 Corporation
License
Verify the contractor's active registration / license / certification (depending on trade) and any past violations.
Construction Contractor Active.
_ ..........................._....._...........................
Meets current requirements.
License speciaities
GENERAL
License no.
FOUSHAC1580D
Effective — expiration
09/04/1985— 08/12/2017
Bond
Safeco Ins Co of America
Bond account no.
69S000995
Received by L&I
05/11/2012
Bond history
Insurance
Travelers Indemnity Company Th
Policy no.
DTC05044X4031ND11
Received by L&i
03/18/2016
$12,000.00
Effective date
04/20/2012
Expiration date
Until Canceled
$1,000,000.00
Effective date
04/15/2012
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ef�rr� �ubrnitt�ls: ra ing Index:
eet um er ee i e
�1ECHANICAL PERMIT FIRE ALARM SYSTEM I-0.0 Cover Sheet & Site Plan
I—O� �
General Notes & Symbols
ELECTRICAL PERMIT FIRE SPRINKLER SYSTEM I—CS-1 Exit Plan and Codes Summary
PLUMBING PERMIT �—�•� Demolition Plan
I-3.1 Floor Plan
1-4.1 Demo Reflected Ceiling Plan
• DOCUMENTS FOR DEFERRED SUBMITTAL ITEMS SHALL BE SUBMITTED TO THE REGISTERED 1-4•2 Reflected Ceiling Plan
DESIGN PROFESSIONAL IN CHARGE (ARCHITECT/ENGINEER OF RECORD) FOR REVIEW �-5,1 Power and Equipment Plan
PRIOR TO SUBMITfAL TO THE BUILDING OFFICIAL
• NO WORK SHALL PROCEED ON ANY DEFERRED SUBMITTAL ITEMS UNTIL THE DOCUMENTS I-6.1 Finish Plan and Finish Schedule
HAVE BEEN APPROVED BY THE BUILDING OFFICIAL AND PERMIT OBTAINED. I-7.1 Enlarged Plans
I-8.1 Interior Elevations
I-9.1 Construction Details
I-9.2 Ceiling Details � �� �,
I-10.1 Door Schedule Elevations Details °
',� REVISIONS r
No changes shall b� made to thp scopP
of wark without prfor approvat of
' Tukwila Building Division.
' NOTE: Revisions will require a new p)an submittal
� and mav include additional olan revi�w f�es_ ,
Rl�r� ��vi�u�r �p�rov�! i� su���t to �rrors �nd onissl
�ppr�v�10# canstru�tio� dc�ct�m�nt� does naf au�ho
#he violation af �ny adop4ea c�de or vrdinance. R��
of �pp�o��d �ield Capy and c�ndi�ic�r�s is acknnw�Ar��
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�"�� City tif i'ui�il�
C o d e I n f o rrn at i o n: �u����G D���s���
PROJECT ADDRESS: APPLICABLE IT N 0 IL C
BLDG 6— FLOOR 1 BUILDING 2015 INTERNATIONAL BLDG CODE IBC
12787 GATEWAY DR. CODE WAC 51-50 O�
,
TUKWILA, WA 98168 FIRE CODE 2015 INTERNATIONAL FIRE CODE (IFC) .
CONSTRUCTION TYPE:
II—B
STANDARD NFPA 13
ZONE:
C/LI
OCCUPANCY:
B — BUSINESS
TENANT SQUARE FOOTAGE:
(area of work)
16,000 SF
LAND AREA
115,478 SQ. FT.
2.65 ACRES
TAX PARCEL #: 271600-0060
ENERGY
MECHANICAL
CODE
ELECTRICAL
CODE
PLUMBING
CODE
ZONING COD
ACCESSIBILI
CODE
0
.
0��.
NE-15-23-4 GATEWAY CORP. CENTER PLATE LOT: 6
�ICIf1;�� c� :
INCL. APPENDIX B&C �
2015 WASHINGTON STATE ENERGY CODE
(WSEC), WAC 51-11 .
2015 INTERNATIONAL MECHANICAL CODE (IMC),
WAC 51-52
2015 NATIONAL ELECTRICAL CODE (NEC) (NFPA
70) + PART 1 AND PART 3, WASHINGTON
CITIES ELECTRICAL CODE WITH APPLICABLE RW
19.28 & WAC 296-46B
2015 UNIFORM PLUMBING CODE (UPC), WAC
51-56 & 51-57 INCL. APPENDIX CHAPTERS H
& L — EXCL SECTIONS L5—L7 & "LAWN
SPRINKLER HEAD" FROM TABLE 6-4 OF
APPENDIX L
CITY OF TUKWILA
2009 ICC/ANSI A117.1 ACCESSIBLE AND
USABLE BUILDINGS AND FACILITIES
0
REVIEUVED FOR
Ct�DE COMPLIANCE
�Pi'�fJVED
AUG 2 g 2016
�i , _ f `�u��nri(�
�UILD NG DIVISIQN
SITE LOCATION
12787 Gateway Dr.
Tukwila, WA 98168
rOJeCi 1�ea1�:
Property i�anager: �►rchitect:
KIDDER MATHEWS JPC ARCHITECTS, PLLC
12886 INTERURBAN AVE S 909 112TH AVE NE
SUITE 206
SEATTLE, WA 98168 BELLEVUE, WA 98004
(206) 248-7328 (425) 641-9200
JIM KIDDER
JkidderC�kiddermathews.com
Tenant:
NORTHWEST HYDRAULICS
12787 GATEWAY DRIVE
TUKWILA, WA 98168
(206) 241-6000
TODD BENNETT
tbennett�nhcweb.com
Construction Manager:
FLINN FERGUSON
(206) 626-0888
MIKE DUFFY
mike�finnferguson.com
CHRIS ACKERMAN — EXT. 303
ChrisA�jpcarchitects.com
DAN BUTLER — EXT. 326
DanBC�jpcarchitects.com
General Contractor:
FOUSHEE & ASSOCIATES, INC.
3260 118TH AVE. SE
BELLEVUE, WA 98004
LIC. N0: CCFOUSHAC1580D
JASON FERLEMAN
(425) 746-1000
JFERLEMAN�FOUSHEE.COM
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Gateway Corp. Ctr. Bldg 6
1st Floor
12787 Gateway Dr
Tukwila, WA 98168
�
DESIGN
DRAWN
CHECKED
NO.
JPC
GB
CA
16-0427
REGISTERED
RCHITECT
DANIEL H. BUTLER
STATE OF WASHINGTON
7.12.2016 Permit Review Set
7.19.2016 Issue for Permit
8.19.2016 Permit Rev 1/CD Set
I��CEIVFD
��T�o�ru�wi��,
AUG 1 9 2016
�E�f�IT CENTER
Cover Sheet & Site
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Demolition Notes:
1. OBTAIN DEMOLITION PERMITS AND INCLUDE ALL COSTS OF SAME IN CONTRACT PRICE.
2. FURNISH ALL LABOR AND MATERIALS/EQUIPMENT TO COMPLEfE DEMOLITION AND REMOVAL
OF ALL ITEMS AS INDICATED.
3. CONTRACTOR SHALL KEEP CONSTRUCTION AREA FREE OF DUST AND DEBRIS FOR THE
DURATION OF CONSTRUCTION.
4. IF ANY QUESTIONS ARISE AS TO THE REMOVAL OF ANY MATERIAL, CLARIFY THE POINT IN
QUESTION WITH THE ARCHITECT BEFORE PROCEEDING.
5. AT COMPLETION OF DEMOLITION WORK, THE CONSTRUCTION AREA(S) SHALL BE LEFT IN
"BROOM CLEAN" CONDITION. ALL DEBRIS AND MISCELLANEOUS MATERIAL SHALL BE
REMOVED.
6. ALL DEBRIS REMOVAL SHALL BE PERFORMED IN ACCORDANCE WITH BUILDING MANAGEMENT
REQUIREMENTS AND PROCEDURES.
7. AS DIRECTED BY BUILDING MANAGEMENT, ALL DOORS, FRAMES, HARDWARE, MECHANICAL
ITEMS, PLUMBING FIXTURES, LIGHT FIXTURES (INCLUDING DOWNLIGHTS AND FLUORESCENTS),
AND SPECIAL EQUIPMENT SHOWN TO BE REMOVED, SHALL BE CLEAN AND FREE OF
DEFECTS, PROTECTED, SAVED AND REUSED AS DIRECTED HEREIN, OR RETURNED TO
BUILDING STOCK.
8. IN PARTITIONS TO BE REMOVED, REMOVE AND CAP ALL OUTLETS, SWITCHES, WIRES,
THERMOSTATS, EfC., TO THEIR SOURCE.
9. CONTRACTOR SHALL BE RESPONSIBLE FOR PATCHING AND�OR REPAIRING ANY DAMAGE
CAUSED BY HIM OR HIS SUBCONTRACTORS TO EXISTING CONSTRUCTION IN ELEVATOR
LOBBY, PUBLIC CORRIDORS, RESTROOMS OR TENANT SPACES. REFINISH TO MATCH EXISTING
ADJACENT FINISH, OR AS NOTED HEREIN.
10. NO EXISTING SMOKE DETECTOR, PUBLIC ADDRESS SPEAKER, FIRE ALARM BOX OR SIMILAR
DEVICE, INCLUDING THE ASSOCIATED WIRING SHALL BE DAMAGED DURING DEMOLITION AND
SUBSEQUENT CONSTRUCTION. RELOCATION OF SMOKE DEfECTORS, PUBLIC ADDRESS
SPEAKERS AND FIRE ALARM EQUIPMENT, NECESSITATED BY NEW CONSTRUCTION, SHALL BE
ACCOMPLISHED AS A FIRST PRIORIN, AND PER THE PLANS. NO ACTIVE SMOKE DETECTOR
SHALL BE COVERED OR OTHERWISE REMOVED OR USED FOR OTHER THAN IT'S INTENDED
PURPOSE.
11. REMOVAL OF ANY EQUIPMENT, CABLING SWITCHES, AND CONDUIT PERTAINING TO
DATA/COMMUNICATIONS AND TELEPHONE SHALL BE VERIFIED WITH TE�EPHONE COMPANIES
AND TENANT.
12. REMOVE ALL EXISTING MATERIALS WHICH WOULD CAUSE RISES OR DEPRESSIONS IN NEW
FLOORING SURFACE, SUCH AS FASTENERS, OUTLET CORES, COVER PLATES, RESILIENT
FLOOR COVERINGS, CARPET, CARPET PAD, FLASH PATCH, CONCRETE FILL, PLYWOOD, ETC.
13. DEMOLITION IS NOT NECESSARILY LIMITED TO WHAT IS SHOWN ON DRAWINGS. THE INTENT
IS TO INDICATE THE GENERAL SCOPE OF DEMOLITION REQUIRED TO COMPLETE THE WORK
IN ACCORDANCE WITH THE CONTRACT DRAWINGS.
14. RATED WALLS SHALL NOT BE PENETRATED UNLESS THE RATING IS MAINTAINED.
15. DISPOSAL: ALL DEBRIS REMOVED FROM THE SITE SHALL BE RECYCLED AS MUCH AS
PRACTICAL AND ALLOWED BY LAW.
Dimension Notes:
1. DO NOT SCALE DRAWINGS, WRITfEN DIMENSIONS GOVERN. ALL PARTITION LOCATIONS SHALL
BE AS SHOWN ON PARTITION PLAN. IN CASE OF CONFLICT NOTIFY ARCHITECT. PARTITION
PLAN BY ARCHITECT TAKES PRECEDENCE OVER ALL OTHER PLANS.
2. ALL PARTITIONS ARE DIMENSIONED FROM FINISH FACE OF GYPSUM BOARD TO FINISH FACE
OF GYPSUM BOARD UNLESS OTHERWISE NOTED. ALL DIMENSIONS MARKED "CLEAR" OR
"CLR" SHALL BE MAINTAINED AND SHALL ALLOW FOR THICKNESS OF ALL WALL FINISHES,
U.N.O.
3. DIMENSIONS NOTED "CLEAR" OR "CLR" MUST BE ACCURATELY MAINTAINED, AND SHALL NOT
VARY MORE THAN f 1/8" WITHOUT WRITTEN INSTRUCTION FROM ARCHITECT.
4. DIMENSIONS MARKED f MEAN A TOLERANCE NOT GREATER NOR SMALLER THAN 2 INCHES
FROM INDICATED DIMENSION, U.N.O. VERIFY FIELD DIMENSIONS EXCEEDING TOLERANCE WITH
THE ARCHITECT. SECURE ARCHITECT�S APPROVAL.
5. NOTIFY ARCHITECT IN WRITING OF ANY DISCREPANCIES OR CONFLICTS IN THE LOCATION(S)
OF NEW CONSTRUCTION. UPON COMPLETION OF PARTITION LAYOUT, NOTIFY ARCHITECT.
VERIFICATION OF THE LAYOUT TO BE PROVIDED BY THE ARCHITECT PRIOR TO PARTITION
INSTALLATION.
6. REFER TO REFLECTED CEILING PIANS FOR SOFFITS, AND CEILING HEIGHTS.
7. DIMENSIONS LOCATING DOORS ARE TO THE INSIDE EDGE OF JAMB U.N.O.
8. "ALIGN" MEANS TO ACCURATELY LOCATE FINISHED FACES IN THE SAME PLANE.
9. ALL DOORS SHALL HAVE 1'-6" CLR. ON STRIKE/PULL SIDE AND 1'-0" CLR.
ON PUSH SIDE OF DOOR. VERIFY AND ADVISE ARCHITECT OF EXCEPTIONS PRIOR
TO CLOSING OUT PARTITIONS.
1.
2.
3.
4.
5.
6.
7.
E:�
Door Notes:
ALL EXIT DOORS SHALL BE OPERABLE FROM THE INSIDE WITHOUT THE USE OF KEY OR
ANY SPECIAL KNOWLEDGE OR EFFORT.
ALL GLAZING SHALL CONFORM TO SAFEfI' GLAZING REQUIREMENTS OF IBC SECTION 2406.
MAGNEfIC HOLD OPEN DEVICES SHALL BE TIED TO BUILDING FIRE ALARM SYSTEM.
�
ALL RATED DOORS TO BE LABELED PER IBC TABLE 715.3.
THRESHOLDS AT DOORWAYS SHALL BE �" MAXIMUM IN HEIGHT. PER ICC/ANSI A117 1-2009
SECTION 404.2.4. Q
1
ICC/ANSI A117.1 2009 SECTION 404.2.6. DOOR HARDWARE. HANDLES, PULLS, IATCHES,
LOCKS & OTHER BLE PARTS ON ACCESSIBLE DOORS SHALL HAVE A SHAPE THAT IS
EACH TO GRASP WITH ONE HAND & DOES NOT REQUIRE TIGHT GRASPING, PINCHING, OR
TWISTING OF THE WRIST TO OPERATE. OPERABLE PARTS OF SUCH HARDWARE SHALL BE
34" MIN. & 48° MAX. ABOVE THE FINISH FLOOR. WHERE SLIDING DOORS ARE IN THE
FULLY OPEN POSITION. OPERATING HARDWARE SHALL BE EXPOSED & USABLE FROM BOTH
SIDES. Q
ICC/ANSI A117.1 - 2009 ECTION 404.2.8 DOOR OPENING FORCE. FIRE DOORS SHALL
HAVE THE MINIMU G FORCE ALLOWABLE BY THE APPROPRIATE ADMINISTRATIVE
AUTHORITY. THE MAXIMUM FORCE FOR PUSHING OPEN FOR PULLING OPEN DOORS OTHER
THEN FIRE DOORS SHALL BE AS FOLLOWS: 1. INTERIOR HINGED DOOR: 5.0 POUNDS (22.2
N) 2. SLIDING OR FOLDING DOOR: 5.0 POUNDS (22.2 N). THESE FORCES DO NOT APPLY
TO THE FORCE REQUIRED TO REfRACT IATCH BOLTS OR DISENGAGE OTHER DEVICES THAT
HOLD THE DOOR IN A CLOSED POSITION.
ACTIVATION OF THE BUILDING AUTOMATIC SPRINKLER OR FIRE DETECTION SYSTEM, IF
PROVIDED, SHALL AUTOMATICALLY UNLOCK ALL ELECTRONICALLY SECURED DOORS WITH IN
THE EGRESS PATHWAY. THE DOORS SHALL REMAIN UNLOCKED UNTIL THE FIRE ALARM HAS
BEEN RESEf.
ENTRANCE DOORS IN THE BUILDINGS WITH OCCUPANCY IN GROUP A, B, E OR M SHALL
NOT BE SECURED FROM THE EGRESS SIDE DURING PERIODS THAT THE BUILDING IS OPEN
TO THE GENERAL PUBLIC.
Electrical Notes:
1. FURNISH AND INSTALL ALL FIXTURES, ASSOCIATED TRIM AND FIXTURE LAMPS AS REQUIRED.
ONLY NEW OUTLETS /FIXTURES ARE SHOWN. ALL EXISTING OUTLETS UNAFFECTED BY
CONSTRUCTION ARE TO REMAIN AND ARE TO BE INTEGRATED INTO THE CURRENT SCHEME
WHERE POSSIBLE.
2. SURVEY FIELD CONDITIONS AND VERIFY THAT WORK IS FEASIBLE AS SHOWN. VERIFY
LOCATION OF ALL OUTLEfS IN RELATION TO STRUCTURAL AND OTHER ELEMENTS AS
REQUIRED. NOTIFY ARCHITECT IN WRITING OF ANY DISCREPANCIES BEFORE PROCEEDING
WITH WORK.
3. ARCHITECTURAL DRAWINGS DEfERMINE LOCATION AND TYPE (ARCHITECT TO VERIFY W/
ENGINEER) OF ALL OUTLEfS AND TAKE PRECEDENCE OVER ALL OTHERS, U.N.O..
ELECTRICAL ENGINEER'S POWER PLAN SHALL GOVERN THE WIRING LAYOUT AND
INSTALLATION IN COMPLIANCE WITH ALL LAWS APPLICABLE AND ENFORCED BY GOVERNING
AUTHORITIES.
4. FURNITURE, IF SHOWN, IS FOR REFERENCE ONLY AND IS NOT IN CONTRACT, U.N.O.
5. COORDINATE ALL WORK REIATED TO EQUIPMENT WITH MANUFACTURER'S
RECOMMENDATIONS, SPECIFICATIONS AND INSTRUCTIONS.
6. ALL EXISTING AND NEW FLOOR SLAB PENEfRATIONS FOR CONDUIT OR PLUMBING LINES
SHALL BE FULLY PACKED & SEALED IN ACCORDANCE WITH THE APPLICABLE BUILDING AND
FIRE CODES.
7. COORDINATE NEW ELECTRICAL WITH EXISTING, WHERE OCCURS.
8. UPON COMPLETION OF ELECTRICAL ROUGH-IN, NOTIFY THE ARCHITECT. ARCHITECT SHALL
SITE VERIFY ALL OUTLEf LOCATIONS PRIOR TO COMMENCEMENT OF CORING OR GWB
INSTALLATION.
9. FURNISH AND INSTALL ONLY UNDERWRITERS IABORATORIES, INC. (UL) LABELED DEVICES
THROUGHOUT.
10. INSTALL WALL MOUNTED OUTLEfS 18 INCHES ABOVE FINISHED FLOOR, U.N.O. HEIGHTS
SHALL BE DETERMINED FROM FINISHED FLOOR TO THE CENTERLINE OF COVERPLATE,
INSTALLED VERTICALLY, GROUNDING POLE AT BOTTOM, U.N.O.
11. MAINTAIN A 4-INCH HORIZONTAL CLEARANCE IN ALL DIRECTIONS, MIN. FROM EDGE OF
COVERPLATE, FOR WALL MOUNTED OUTLETS, OR FROM EDGE OF MONUMENT FOR FLOOR
MOUNTED OUTLEfS, WHEN ADJACENT TO A WALL, COLUMN, OR SIMILAR ELEMENTS, U.N.O.
12. THE FURNITURE ELECTRICAL IS AN 8-WIRE, 4-CIRCUIT (2-GROUNDS & 2-NEUTRALS)
SYSTEM. ALL ELECTRICAL FEEDS TO ANY OF THE PRODUCT MUST BE IN AN 8-WIRE
CONFIGURATION.
13. ALL SWITCHES AND DIMMERS SHALL BE LOCATED 46" ABOVE FINISHED FLOOR TO CENTER
OF SWITCH U.O.N.. MULTIPLE SWITCHES AT ONE LOCATION SHALL BE GANGED TOGETHER
AND FINISHED WITH ONE COVER PLATE U.N.O.
Reflected Ceiling Notes:
1. COORDINATE THE WORK OF ALL TRADES INVOLVED IN THE CEILING WORK TO ENSURE
CLEARANCES FOR FIXTURES, DUCTS, PIPING, CEILING SUSPENSION SYSTEM, ETC.,
NECESSARY TO MAINTAIN THE FINISHED CEILING HEIGHTS INDICATED ON ARCHITECT'S
DRAWINGS.
2. FURNISH AND INSTALL ALL ASSOCIATED TRIM AND SEISMIC BRACING AS REQUIRED.
3. LIGHT FIXTURES, NEW SPRINKLERS AND OTHER CEILING ELEMENTS SHALL BE CENTERED IN
THE 2'X2' SECTION OF INDIVIDUAL CEILING TILES U.N.O. (EXIST. SPRINKLERS TO REMAIN
UNLESS CONFLICT WITH NEW ELEMENTS).
4. PROVIDE CEILING ACCESS AS REQUIRED FOR EQUIPMENT AND SYSTEM MAINTENANCE, AND
MATCH ADJACENT CEILING FINISH U.N.O.
5. ALL SPECIFIC INFORMATION CONCERNING INSTALLATION FOR VARIOUS ABOVE-CEILING
ELEMENTS ARE TO BE DESIGN BUILD, DOCUMENTATION BY OTHERS - PERMITTED
SEPARATELY.
6. NOTIFY ARCHITECT OF ANY CONFLICTS OF LIGHT FIXTURE LOCATIONS WITH MAIN RUNNERS,
DUCTS, STRUCTURES, HVAC, AND/OR (E)CONDUIT, PRIOR TO FRAMING FOR LIGHTS. ANY
DISCREPANCIES BETWEEN ARCHITECT'S CEILING GRID LOCATION & ACTUAL FIELD
CONDITIONS ARE TO BE CLARIFIED WITH THE ARCHITECT PRIOR TO FRAMING.
7. VERIFY FIELD CONDITIONS AND LOCATIONS OF ALL PLUMBING, MECHANICAL DUCTS,
STRUCTURAL ELEMENTS AND ALL OTHER RELATED ITEMS. INSTALL NEW PLUMBING,
MECHANICAL, FANS, DUCTS, CONDUITS, AND OTHER RELATED ITEMS SO AS TO NOT
CONFLICT WITH ANY/ALL FIELD CONDITIONS INCLUDING LUMINARIES.
8. INSTALL NEW LIGHT FIXTURES WITH PROTECTIVE FILM OR SIMILAR COVER OVER LOUVER,
LENS, BAFFLE, EfC. TO AVOID FIXTURE SOILING OR DAMAGE. FIXTURES SHALL BE
MAINTAINED CLEAN AND AS NEW. ALL LAMPS SHALL BE NEW AT PROJECT COMPLEfION -
RELAMP EXISTING FIXTURES.
9. ALL EXITING LIGHTS AND EGRESS LIGHTING LOCATIONS SHALL BE DEfERMINED BY BUILDING
AND FIRE INSPECTOR�S FIELD PLACEMENT DEfERMINATION.
10. EGRESS LIGHTING SHALL BE DESIGNED 8Y A LICENSED ELECTRICAL ENGINEER BASED ON
FINAL FLOOR PLAN(S) AND THE MOST CURRENT (IN FORCE) ISSUE OF THE IBC, IEC AND
LOCAL CODES/ORDINANCES. THE ENGINEER MAY USE THE ARCHITECTS EGRESS MAPS
(COMMON PATH OF TRAVEL/EXIT TRAVEL DISTANCE) AS STARTING POINT FOR A BASIS OF
DESIGN. HOWEVER, IT SHALL REMAIN THE SOLE RESPONSIBILIIY OF THE ENGINEER TO
COMPLETE A SCOPE OF WORK THAT ADDRESSES ALL EGRESS LIGHTING I.E.; ROOMS,
SPECIALIZED SPACES, PATHWAYS, ETC. PER THE AFOREMENTIONED CODES. FINAL EGRESS
LIGHTING QUANTITtES AND LOCATIONS SHALL BE DEfERMINED BY BUILDING AND FIRE
INSPECTOR'S FIELD PLACEMENT DETERMINATION.
Finish �otes:
1. ALL AREAS TO RECEIVE CARPEf AND BASE AS SCHEDULED U.N.O.
2. ALL AREAS TO RECEIVE RB-1 U.N.O.
3. ALL WALLS & PARTITIONS TO RECEIVE PT-1 U.N.O.
4. PREP ALL EXISTING FLOOR SURFACES TO RECEIVE NEW FINISHES AS SCHEDULED.
5. CHANGES IN FLOOR MATERIALS THAT OCCUR AT FRAMED DOOR OPENINGS SHALL OCCUR AT
THE CENTERLINE OF THE DOOR IN THE CLOSED POSITION.
6. ALL INTERIOR PARTITIONS, CEILING FINISHES AND TRIM OF PUBLIC AREAS TO COMPLY WITH
CIASS 1 MATERIAL CLASSIFICATION; FL4ME SPREAD RATING 0 TO 25, SMOKE DEVELOPED
200. ALL INTERIOR WALL AND CEILING FINISHES AND TRIM OF NON-PUBLIC AREAS TO
COMPLY WITH CLASS 2 MATERIAL CLASSIFICATION; FIAME SPREAD RATING 26 TO 75,
SMOKE DEVELOPED 450.
7. FLOOR COVERINGS OF PUBLIC AREAS TO MEEf CLASS A INTERIOR FLOOR FINISH
REQUIREMENTS; CRITICAL RADIANT FLUX OF 0.45 WATfS PER SQUARE CENTIMEfER OR
HIGHER, FLOOR COVERINGS OF NON-PUBLIC AREAS TO MEET CLASS B INTERIOR FLOOR
FINISH REQUIREMENTS; CRITICAL RADIANT FLUX BEfWEEN 0.22 WATfS PER SQUARE
CENTIMEfER AND 0.44 WATTS PER SQUARE CENTIMETER.
8. CARPET INSTALLATION TO MEET THE GUIDELINES OF THE CARPEf AND RUG INSTITUTE-CRI
CARPET INSTALLATION STANDARD-CURRENT EDITION.
9. PROVIDE FINISHED SCRIBE STRIPS AND FINISHED MILLWORK EDGES TO CRFJ�TE A FINISHED
REVEAL CONDITION WHERE MILLWORK COUNTERS, CABINETS, ETC. °ABUT" ADJACENT
PARTITION CONSTRUCTION. ALL EXPOSED REVEAL SURFACES AND EDGES TO HAVE SAME
PLASTIC LAMINATE FINISH AS THE CASEWORK ITEM THEY "ABUT".
Abbreviations:
A/C AIR CONDITIONING
ACT ACOUSTICAL CEILING TILE
AFF ABOVE FINISH FLOOR
ALT. ALTERNATE
APPROX. APPROXIMATE
BD BOARD
BLDG BUILDING
BLK BLOCK
BLKG BLOCKING
BOT BOTiOM
B/S BUILDING STAIdDARD
BU BUILT UP
CAB CABINEf
CLG CEILING
CLR CLEAR(ANCE)
COL COLUMN
CONC CONCREfE
CONS CONSTRUCTION
CONT CONTINUOUS
CORR CORRIDOR
CPT CARPEf
CT CERAMIC TILE
CTR CENTER
DEMO DEMOUTION
DTL DEfAIL
DF DRINKING FOUNTAIN
DIA DIAMEfER
DIM DIMENSION
DN DOWN
DR DOOR
DWG DRAWING
DRW DRAWER
E EAST
E4 EACH
EL ELEVATION
ELEC ELECTRICAL
ELEV ELEVATOR
EQ EQUAL
EQUIP EQUIPMENT
EST ESTIMATE
EXIST EXISTING
EXP EXPANSION
FEC FIRE EXTINGUISHER CABINEf
FF FACTORY FlNISH
FH FULL HEIGHT
FIN FINISH(ED)
FLR FLOOR
FLUOR FLUORESCENT
FOIC FURNISH BY OWNER,
INSTALL BY CONTRACTOR
FOS FACE OF STUD(S)
FOC FACE OF CONCREfE
FOF FACE OF FlNISH
Ff FOOT/FEEf
FUR FURRED/FURRING
GA GAUGE
GC GENERAL CONTRACTOR
GL GLASS/GLAZING
GWB GYPSUM WALL BOARD
HC HOLLOW CORE
HCPD HANDICAPPED
HDR HEADER
HDWR HARDWARE
HM HOLLOW MEfAL
HORIZ HORIZONTAL
HR HOUR
HT HEIGHT
HVAC HEATING VENiILATING
AIR CONDITIONING
INSUL INSULATION
JAN JANITOR
JT JOINT
KIT KITCHEN
LAM LAMINATE(D)
IAV LAVATORY
LH LEFf HAND
MAX MAXIMUM
MECH MECHANICAL
MTL METAL
MEZ MEZZANINE
MFR MANUFACTURE(R)
MIN MINIMUM
MISC MISCELLANEOUS
MTD MOUNTED
MUL MULLION
N NORTH
NIC NOT IN CONTRACT
NTS NOT TO SCALE
OA OVERALL
OC ON CENTER
OD OUTSIDE DIAM7ER
OH OPPOSITE HA�ID
OPNG OPENING
P-LAM PLASTIC LAMINATE
PNL PANEL
PR PAIR
PTN PARTITION
RAD RADIUS
RB RESILIENT BASE
RT RESILIENT TILE
REF REFERENCE
REFR REFRIGERATOR
REINF REINFORCING
REQ REQUIRED
REV REVISION
RH RIGHT HAND
RM ROOM
RO ROUGH OPENING
S SOUTH
SC SOLID CORE
SE4L SFALANT
SECT SECTION
SHT SHEEf
SIM SIMILAR
SPEC SPECIFICATION
SQ SQUARE
SS STAINLESS STEEL
STL STEEL
STOR STORAGE
STRUC STRUCTURAL
SUSP SUSPENDED
TEL TELEPHONE
TEMP TEMPERED
TFfI TENANT FURNISHED
& TENANT INSTALLED
THK THICK(NESS)
THRESH THRESHOLD
N TELEVISION
TYP TYPICAL
UNFIN UNFINISHED
UNO UNLESS NOTED OTHERWISE
VCT VINYL COMPOSITION TILE
VEN VENEER
VERT VERTICAL
VESTI VESTIBULE
VFY VERIFY
VWC VINYL WALL COVERING
W WEST/WIDE
W/ WITH
WD WOOD
W/0 WITHOUT
WT WEIGHT
General Notes:
1. REFER TO BASIC BUILDING SPECIFICATIONS, REQUIREMENTS AND STANDARDS FOR
EXISTING SHELL AND CORE CONSTRUCTION. ALL WORK IS TO BE COMPATIBLE WITH
EXISTING CONSTRUCTION.
2. ALL WORK SHALL CONFORM TO APPLICABLE CURRENT FEDERAL, STATE AND LOCAL
CODES. THE CONTRACTOR IS TO PROVIDE FOR ALL REQUIRED NOTIFICATION OF AND
COORDINATION WITH CITY AND STATE AGENCIES, AND PROVIDE REQUIRED PERMITS. ALL
TESTS AND INSPECTIONS ASSOCIATED WITH OBTAINING APPROVALS TO PROCEED WITH
AND COMPLETE THE WORK SHALL BE PAID FOR BY THE CONTRACTOR.
3. THE INTENT OF THE CONTRACT DOCUMENTS IS TO INCLUDE ALL LABOR AND MATERIALS,
EQUIPMENT AND TRANSPORTATION NECESSARY OR REASONABLY INFERABLE AS BEING
NECESSARY FOR THE EXECUTION OF THE WORK. BY SUBMITTING A PROPOSAL, THE
CONTRACTOR REPRESENTS THAT THOROUGH EXAMINATION OF THE SITE AND ALL EXISTING
CONDITIONS AND LIMITATIONS HAVE BEEN MADE AND THAT THE CONTRACT DOCUMENTS
HAVE BEEN EXAMINED IN COMPLEfE DETAIL, AND THAT IT IS DETERMINED BEYOND
DOUBT THAT THE DRAWINGS, SPECIFICATIONS AND EXISTING CONDITIONS ARE SUFFICIENT,
ADEQUATE AND SATISFACTORY FOR CONSTRUCTION OF THE WORK. WHERE MINOR
ADJUSTMENTS TO THE WORK ARE NECESSARY FOR THE PURPOSES OF FABRICATION AND
INSTALLATION OF ITEMS, OR RESOLUTIONS OF CONFLICTS BEfWEEN ITEMS, WITHIN THE
INTENT OF THE CONTRACT DOCUMENTS, THE CONTRACTOR SHALL MAKE SUCH
ADJUSTMENTS AT NO ADDED EXPENSE TO THE OWNER. WHERE SUCH MINOR
ADJUSTMENTS AFFECT FUNCTIONAL OR AESTHETIC DESIGN OF THE WORK, THEY SHALL
BE SUBMITTED TO THE ARCHITECT FOR REVIEW AND APPROVAL.
4. THE CONTRACTOR SHALL COORDINATE ALL OPERATIONS WITH THE OWNER, INCLUDING
AREA FOR WORK, MATERIALS STORAGE, AND ACCESS TO AND FROM THE WORK, SPECIAL
CONDITIONS OR NO S 0
I Y W RK, TIMING OF WORK AND INTERRUPTION OF MECHANICAL AND
ELECTRICAL SERVICES. NOISY OR DISRUPTIVE WORK SHALL BE SCHEDULED AT LEAST
ONE (1) WEEK IN ADVANCE OF THE TIME WORK IS TO COMMENCE.
5. ALL WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE HIGHEST STANDARD OF
WORKMANSHIP IN GENERAL AND WITH SUCH STANDARDS AS ARE SPECIFIED.
6. CONTRACTOR SHALL ADHERE TO ALL BUILDING STANDARDS. ANY CHANGES TO SAME
SHALL BE SUBMITTED TO ARCHITECT IN WRITING FOR APPROVAL.
7. CONTRACTOR SHALL SUBMIT SAMPLES OF ALL FINISHES OF SUCH SIZE AND NUMBER
THAT THEY REPRESENT A REASONABLE DISTRIBUTION OF COLOR RANGES AND PAITERN
PRIOR TO INSTALLATION FOR ARCHITECT'S APPROVAL. CONTRACTOR SHALL PROVIDE
SHOP DRAWINGS AND PRODUCT DATA FOR ARCHITECT'S APPROVAL ON ALL SPECIAL
ITEMS REQUIRING CUSTOM FABRICATION. (SHALL INCLUDE RATED FIRE DOORS AND
HARDWARE).
8. CONTRACTOR IS TO VERIFY ALL DIMENSIONS AND CONDITIONS ON SITE AND NOTIFY
ARCHITECT OF ANY DISCREPANCIES. CONTRACTOR IS NOT TO SCALE OFF DRAWINGS.
9. CONTRACTOR SHALL PROVIDE 18-GAUGE SHEEf MEfAL BACKING IN PARTITIONS FOR ALL
WALL-MOUNTED FIXTURES AND DEVICES UNLESS INDICATED OTHERWISE ON THE
DRAWINGS.
10. ALL FLOORS SHOULD BE LEVEL AND NOT VARY MORE THAN 1/4'� IN 10'=0". THE
CONTRACTOR SHALL NOTIFY ARCHITECT OF ANY CONDITIONS THAT DO NOT MEEf THIS
STANDARD.
11. ALL MATERIALS INDICATED TO MATCH EXISTING SHALL DO SO WITH RESPECT TO SIZE,
SHAPE, COLOR, TEXTURE, PATTERN, QUALITY AND METHOD OF INSTALLATION INSOFAR
AS PRACTICABLE AND SHALL BE APPROVED BY THE ARCHITECT BEFORE USE.
12. ALL FIREPROOFING DISTURBED DURING CONSTRUCTION SHALL BE REPLACED TO MATCH
ORIGINAL FIRE PROTECTION LEVELS. (OBTAIN REQUIRED APPROVALS AND TESTING).
13. THE FLOORS MAY BE OCCUPIED DURING CONSTRUCTION. THE CONTRACTOR SHALL
PROTECT ALL PERSONNEL, PASSERSBY OR VISITORS TO THE SITE FROM HARM AND
INJURY. BARRIERS SHALL BE INSTALLED AS REQUIRED TO PROTECT EQUIPMENT
INSTALLED DURING CONSTRUCTION. CAREFULLY MAINTAIN AND PROTECT MONUMENTS,
BENCH MARKS AND THEIR REFERENCE POINT FROM BEING DESTROYED OR DISTURBED;
REPLACE AS REQUIRED.
14. EXISTING WORK DAMAGED AS A RESULT OF WORK DONE UNDER THIS CONTRACT SHALL
BE REPAIRED TO ORIGINAL CONDITION AND FINISHED TO MATCH ADJACENT FINISHES,
SUBJECT TO ARCHITECT'S APPROVAL, AND AT NO ADDITIONAL COST TO OWNER. ALL
REPLACEMENT MATERIALS REQUIRED TO MATCH EXISTING MATERIALS SHALL DO SO WITH
RESPECT TO TYPE, PATTERN, TEXTURE, SIZE, SHAPE, COLOR AND METHOD OF
INSTALLATION INSOFAR AS PRACTICABLE, AND SHALL BE APPROVED BY THE ARCHITECT
AND OWNER PRIOR TO INSTALLATION.
15. ALL EXISTING MECHANICAL AND ELECTRICAL EQUIPMENT AND SERVICES DISRUPTED OR
REMOVED DURING CONSTRUCTION SHALL BE RESTORED AND REPLACED UNLESS NOTED
OTHERWISE. FIRE/LIFE SAFEfY SYSTEMS TO BE MAINTAINED DURING CONSTRUCTION.
16. INSTALLATION OF MECHANICAL, ELECTRICAL AND STRUCTURAL SYSTEMS WILL REQUIRE
OPENING OF SOME EXISTING WALLS, CEILINGS OR FLOOR CAVITIES. THE CONTRACTOR
SHALL BE RESPONSIBLE FOR THE REPAIR OF THESE OPENINGS TO MATCH EXISTING,
EXCEPT WHERE NOTED OTHERWISE. FILL ALL HOLES AND VOIDS IN FLOORS, WALLS AND
CEILINGS WHICH RESULT FROM INSTALIATION OF WORK, AND REMOVAL OF EXISTING
MATERIALS AND EQUIPMENT REQUIRED BY THIS CONTRACT. PATCHED AREAS SHALL
MATCH THE MATERIALS, FINISHES, AND LEVELS ADJACENT, OR SHALL BE PUT IN THE
PROPER CONDITION TO RECEIVE THE FINISH INDICATED.
17. OPENINGS REQUIRED FOR NEW WORK THAT PENETRATES EXISTING STRUCTURE SHALL BE
COORDINATED WITH OWNER PRIOR TO COMMENCING THE WORK. ANY OPENING OVER 2"
IN DIAMEfER SHALL BE REVIEWED AND APPROVED BY OWNER. THROUGH CONCRETE
SLABS OR WALLS, OR MASONRY WALLS, ALL ROUND HOLES SHALL BE CORE DRILLED
WITH A DIAMOND DRILL AND ALL RECTANGULAR OPENINGS SHALL BE CUT WITH A
DIAMOND SAW. IN NO CASE SHALL ANY STRUCTURAL MEMBER BE CUT. USE
CARBIDE-TIPPED DRILLS FOR GYPSUM WALLBOARD PARTITIONS. KEEP OVERCUTTING TO
A MINIMUM. MAINTAIN CONTfNUIIY AND INTEGRITY OF FIRE SEPARATION AT ALL TIMES.
GROUT AROUND CONDUITS PASSING THROUGH CONCREfE WALLS AND FLOORS AND
MASONRY WALLS. MAKE PATCHES WITH NEAT, TRIMMED EDGES; MATCH ADJACENT
EXISTING WORK.
18. CONTRACTOR SHALL PROVIDE FLOOR LEVELING AS MAY BE REQUIRED AT SLIDING DOORS,
RELITES WITHOUT BASE, CABINEf WORK, AND OTHER LOCATIONS REQUIRING LEVEL
SUBSTRATE. FEATHER CHANGES IN ELEVATION OVER SUFFICIENT AREA TO LIMIT
TRANSITION SLOPE TO 1/8" PER FOOT.
19. MATERIALS, ARTICLES, DEVICES AND PRODUCTS ARE SPECIFIED IN THE DOCUMENTS BY
LISTING ACCEPTABLE MANUFACTURERS OR PRODUCTS, BY REQUIRING COMPLIANCE WITH
REFERENCED STANDARDS, OR BY PERFORMANCE SPECIFICATIONS. FOR ITEMS
SPECIFIED BY NAME, SELECT ANY PRODUCT NAMED. FOR THOSE SPECIFIED BY
REFERENCE STANDARDS OR BY PERFORMANCE SPECIFICATIONS SELECT ANY PRODUCT
MEETING OR EXCEEDING SPECIFIED CRITERIA. FOR APPROVAL OF AN ITEM NOT
SPECIFIED, SUBMIT REQUIRED SUBMITTALS, PROVIDING COMPLEfE BACK-UP INFORMATION
FOR PURPOSES OF EVALUATION. WHERE BUILDING STANDARD ITEMS ARE CALLED FOR,
NO SUBSTITUTE WILL BE ACCEPTED.
20. CONTRACTOR SHALL PROVIDE FOR ALL WORK REQUIRED TO MAINTAIN COMPLIANCE WITH
LOCAL FIRE CODE. PROVIDE FOR ALL REQUIRED SHOP DRAWINGS AND APPROVALS.
CONTRACTOR IS RESPONSIBLE FOR PROVIDING FIRE ALARM SYSTEM AUDIBILITY.
21. MECHANICAL AND ELECTRICAL FIXTURES, OUTLETS, ETC., WHEN SHOWN ON THE
ARCHITECTURAL DRAWINGS, ARE FOR LOCATION INFORMATION ONLY. MECHANICAL AND
ELECTRICAL TO BE DESIGNED BY OTHERS. ALL CIRCUITING COORDINATION TO BE BY
OTH ERS.
22. CONTRACTOR IS TO PROVIDE DRAWINGS FOR ARCHITECT�S APPROVAL SHOWING LOCATIONS
OF ALL HVAC THERMOSTATS, GRILLES AND DIFFUSERS, FIRE AND SMOKE DETECTION
DEVICES INCLUDING SPRINKLERS, SMOKE DETECTORS, FIRE EXTINGUISHERS AND HOSE
CABINETS, PLUMBING AND PLUMBING EQUIPMENT.
23. ANY CHANGE IN LIGHT FIXTURE PLACEMENT DUE TO INTERFERENCE OF MECHANICAL OR
STRUCTURAL COMPONENTS MUST BE APPROVED BY THE ARCHITECT.
24. ALL PERMITS INCLUDING FIRE, MECHANICAL, AND ELECTRICAL TO BE FILED SEPARATELY.
25. ALL GYPSUM 80ARD PARTITIONS SHALL BE TAPED, SPACKLED AND SANDED SMOOTH
WITH NO VISIBLE JOINTS. PATCH AND REPAIR SURFACES TO MATCH ADJACENT OR
ADJOINING SURFACES WHERE REQUIRED. ALL SURFACES SHALL BE ALIGNED.
26. MODIFY EXISTING SUBSTRATE AS REQUIRED TO RECEIVE NEW FLOORING MATERIALS, THUS
PREVENTING NOTICEABLE LUMPS OR DEPRESSIONS.
27. ALL WORK SHALL BE ERECTED AND INSTALLED PLUMB, LEVEL, SQUARE AND TRUE.
28. REFER TO MILLWORK SHOP DRAWINGS FOR SPECIFIC DEfAILS OF COORDINATION BETWEEN
DRYWALL/MILLWORK CONDITIONS.
29. ALL GLASS SHALL BE CLEAR TEMPERED GIASS, UNLESS OTHERWISE NOTED. GLAZING
TONG MARKS SHALL NOT BE VISIBLE. CLEAN AND POLISH ALL GLASS PRIOR TO
PROJECT DELIVERY. .
30. ALL MILLWORK TO BE FASTENED TO THE PARTITION. PROVIDE NON-COMBUSTIBLE
BLOCKING FOR ALL MILLWORK NOT SUPPORTED BY FLOOR OR ABOVE 4'-0" HT. ALL
CONCEALED LUMBER & BLOCKING TO BE FIRE TREATED.
31. CONTRACTOR TO PROVIDE SHOP DRAWINGS FOR: HVAC, CARPET SEAMING, LIGHTING,
CASEWORK.
32. MOISTURE TEST - REQUIRED FOR ALL ON GRADE SLAB CONDITIONS DURING THE
CONSTRUCTION ESTIMATING/BUDGEfING PROCESS THE GENERAL CONTRACTOR SHALL BE
RESPONSIBLE FOR 08TAINING FROM THE BUILDING OWNER DOCUMENTATION AS TO THE
VAPOR EMISSIONS RATE (MOISTURE TEST) FOR ALL °ON GRADE SLAB CONDITIONS". THIS
INFORMATION SHOULD THEN BE IMMEDIATELY SHARED BETWEEN THE ARCHITECT, THE
ARCHITECTS' SELECTED FLOORING REPRESENTATIVE(S), AND FLOORING SU8-CONTRACTOR
FOR REVIEW AND APPROVAL OF APPLICABLE MATERIALS AND ANCILLARY
INSTALLATION/FINISH PRODUCTS. IF NO MOISTURE TEST CAN BE FURNISHED OR IF
FINDING ARE IN QUESTION THE GENERAL CONTRACTOR SHALL PERFORM THE FOLLOWING
TESTS:
A. PROVIDE (3) CALCIUM CHLORIDE MOISTURE TESTS FOR THE FIRST THOUSAND SQUARE
FEET AND (1) TEST FOR EVERY ONE THOUSAND SQUARE FEEf THEREAFTER AT ALL
FLOORS WITHIN SCOPE OF WORK. THE CALCIUM CHLORIDE TEST SHALL BE
CONDUCTED IN ACCORDANCE WITH THE LATEST EDITION OF ASTM F 1869 "STANDARD
TEST METHOD" FOR MEASURING VAPOR EMISSIONS RATE OF CONCREfE SUN-FLOOR
USING ANHYDROUS CALCIUM CHLORIDE. PROVIDE A WRITTEN REPORT OF FINDINGS TO
THE ARCHITECT AS NOTED ABOVE.
B. PROVIDE A PH PENCIL TEST AT ALL FLOORS WITHIN SCOPE OF WORK. PROVIDE A
WRIITEN REPORT OF FINDINGS TO THE ARCHITECT AS NOTED A80VE.
IF REQUIRED BY THE CALCIUM CHLORIDE TEST, A WATERPROOF MEMBRANE SHALL BE
APPLIED TO ALL FLOORS WITHIN THE SCOPE OF WORK. THE WATERPROOF
MEMBRANE(S) SHALL BE APPROPRIATED FOR EACH FINISH FLOORING APPLICATION AS
SPECIFIED BY THE SPECIFIC FLOORING MANUFACTURER VIA THE ARCHITECT. A LICENSED
INSTALLER SHALL BE UTILIZED FOR INSTALLATION/APPLICATION OF EACH SPECIFIC
MEMBRANE (AS APPLICABLE TO THE FINISH FLOORING PRODUCT) AND A WRITTEN
WARRANIY SHALL BE PROVIDED DOCUMENTING STRICT CONFORMANCE TO THE SPECIFIED
MANUFACTURES INSTALLATION REQUIREMENTS TO ENSURE AND UPHOLD ALL
PERFORMANCE AND LIFE CYCLE GUARANTEES.
33. CONCRETE SLAB ON- GRADE REPAIR - MINOR SCOPE (100 SQUARE FEET OR LESS)
WHERE CONCREfE SLAB ON GRADE INFILL AND TRENCHING MUST OCCUR; CONDUCT THE
APPROPRIATE UNDER SLAB INVESTIGATION (VIA SONO-GRAPH AND/OR X-RAY) TO
LOCATE EXISTING UTILITIES OR OTHER OBSTRUCTIONS THAT SHOULD NOT BE DAMAGED.
SAW CUT SLAB AT SUBJECT AREA(S) AND PULL BACK THE EXISTING VAPOR BARRIER (IF
PRESENT) AND PROTECT FOR FUTURE RE-INSTALLATION. EXECUTE THE NECESSARY
UNDER SLAB WORK (INCLUDING EXCAVATION), BACKFILL AND RE-COMPACT THE SUBJECT
AREA WITH THE PREVIOUSLY HELD MATERIALS (IF THE EXCAVATED MATERIALS ARE NOT
SUITABLE FOR RE-INSTALLATION, DISCARD AND PROVIDE NEW FREE DRAINING GRANULAR
MATERIAL). RE-COMPACT FILL SOIL TO AT LEAST 95� OF THE MAXIMUM DRY DENSITY
(MDD) OBTAINED IN GENERAL ACCORDANCE WITH THE ASTM D 1557 TEST PROCEDURE.
RE-INSTALL THE EXISTING VAPOR BARRIER AND BIND SEAMS WITH MINIMUM 3" WIDE
PRESSURE SENSITIVE TAPE TO ENSURE AN AIR/MOISTURE RESISTANT BOND. AITACH
NEW INFILL TO EXISTING CONCRETE SLAB WITH 18 INCH LONG #4 REBAR AT 24 INCHES
ON CENTER EMBEDDED 8 INCHES INTO THE EXISTING CONCREfE SLAB WITH HILTI
HY-150 ADHESIVE (OR SIMPSON SET ADHESIVE). REINFORCEMENT SHALL BE INSTALLED
PER ADHESIVE MANUFACTURER�S RECOMMENDATIONS. PROVIDE W2 X W2 X 6 X 6
WELDED WIRE FABRIC WITHIN SUBJECT AREA(S), INFILL SLAB TO MATCH THICKNESS OF
ADJACENT SURFACE(S) (BUT NOT BE LESS THAN FOUR INCHES THICK) AND #4 DOWELS
SHALL BE CENTERED IN SLAB. THE CONCREfE SHALL HAVE A MINIMUM 28 DAY
COMPRESSIVE STRENGTH OF 3000 PSI WITH A MAXIMUM WATER CEMENT RATION OF 0.58
AND IS TO BE PLACED LEVEL WITH ADJACENT SURFACES. LEf CURE AND PROVIDE
MOISTURE TESTING AS SPECIFIED ABOVE.
IF SCOPE OF WORK INCLUDES STRUCTURAL ELEVATED SLABS CONSULT A STRUCTURAL
ENGINEER. REFER TO STRUCTURAL PLANS, IF APPLICABLE, FOR ADDITIONAL
SPECIFICATIONS AND REQUIREMENTS.
34. CLEAN, REPAIR ANY EXISTING PERIMEfER BLINDS AS REQUIRED TO BE IN A FULLY
FUNCTIONING & OPERATIONAL MANNER.
35. COORDtNATE WITH SUB-CONTRACTORS THE LOCATIONS OF ELECTRICAL AND VOICE/DATA
OUTLEfS, PLUMBING AND OTHER DEVICES WITH LAYOUT AND DESIGN OF CUSTOM
CASEWORK.
36. CASEWORK SHALL CONFORM TO A.W.I. CURRENT STANDARDS.
37. EGRESS LIGHTING SHALL BE DESIGNED BY A LICENSED ELECTRICAL ENGINEER BASED ON
FINAL FLOOR PLAN(S) AND THE MOST CURRENT (IN FORCE) ISSUE OF THE IBC, IEC
AND LOCAL CODES/ORDINANCES. THE ENGINEER MAY USE THE ARCHITECTS EGRESS
MAPS (COMMON PATH OF TRAVEL/EXIT TRAVEL DISTANCE) AS STARTING POINT FOR A
BASIS OF DESIGN. HOWEVER, IT SHALL REMAIN THE SOLE RESPONSIBILIlY OF THE
ENGINEER TO COMPLETE A SCOPE OF WORK THAT ADDRESSES ALL EGRESS LIGHTING
I.E.; ROOMS, SPECIALIZED SPACES, PATHWAYS, ETC. PER THE AFOREMENTIONED CODES.
FINAL EGRESS LIGHTING QUANTITIES AND LOCATIONS SHALL BE DEfERMINED BY BUILDING
AND FIRE INSPECTOR'S FIELD PLACEMENT DETERMINATION.
Symbol Legend:
2306 ROOM NUMBER REFERENCE
� DOOR NUMBER REFERENCE.
Q REVISION REFERENCE
i-1o.3 INTERIOR ELEVATION SYMBOL
REVIEWED FQR
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12787 Gateway Dr
Tukwila, WA 98168
DESIGN
DRAWN
CHECKED
NO.
JPC
GB
CA
16-0427
REGISTERED
RCHITECT
_.�__---=
DANIEL H. BUTLER
STATE OF WASHINGTON
7.12.2016 Permit Review Set
7.19.2016 Issue for Permit
Qi 8.19.2016 Permit Rev 1/CD Set
���CFlVED
Clilf OF TUKWILA
AUG 19 2016
P�FtMIT CENTER
General Notes &
Symbols
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2015 IBC SECTION 1008 MEANS OF EGRESS
ILLUMINATIf3N REQUIRED
The means of egress serving a room or space shall be
iiluminated at all times that the room or space is occupied;
illumination level shall be not less than 1 faotcandle at the
wa(king surface.
The power supply tor means of egress illumination shall
normally be provided by the premises' electrical supply.
In the event of power supply failure in roams 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.
Uestibul�s at leuel of discharge, 5. Exteric�r landings and areas
used fQr exit discharge. �
EMERGENCY ILLUMINATION FOR BUILDfNGS AND '
DURATICIN OF 1LLUMINATION (iQ08.3.2--1008.3.5)
In the event of power supply failure in Roams and spaces,
an emergency electrical system shall automatically illuminate
all of the following areas:l. 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
durati�n of not less than 90 minutes and shall consist of
starage batteries, unit equipment or an an-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 footeandle and a minimum at
any point of 0.1 footcandle measured along the path of egress
at floor level.
Illurninatinn (evels shall be permitted to decline to 0.6
faotcandle average and a minirnum at any point of '0.06
footcand(e at the end a# the emergency light'rng time duration.
q rnaximum-to-minimum illumination unifarmity ratio of 40 to 1
shall not be exceeded.
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�� 10 ALL COUNTERS AT 34" HIGH (V.I.F.) PER ANSI A117.1 SECTION 308.
w �
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; SECTION 806.
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Legend�
"COMMON PATH OF EGRESS TRAVEL" IS LESS THAN 100'-0" AS
ALLOWED FO UILDINGS WITH QUICK RESPONSE
HEADS, PER 2015 IBC 1006.2.
0
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"fOTAL EXIT ACCESS TRAVEL DISTANCE" IS LESS THAN 300'-0"
AS ALLOWED FOR SPRINKLERED BUILDINGS WITH QUICK
RESPONSE HEADS.
�3 DENOTES NUMBER OF OCCUPANTS
Code Suite Notes�
1. TOTAL USABLE AREA ON THIS FLOOR: 16,000 USF.
2. TOTAL SUITE OCCUPANTS �= 109 PER EXIT.
3. EGRESS EXIT WIDTH: PER IBC SECTION 1005.1: 109 X 0.2 = 22"
MINIMUM EXIT WIDTH ACTUAL PROVIDED: (1) 36" DOOR AT NORTH AND
(1) 36" DOOR AT WEST SIDE.
4. ALL CONFERENCE ROOMS UNDER 50 OCCUPANTS (OR 750 SF) TO BE
CONSIDERED 8 OCCUPANCY PER IBC 303.1.2.
5. MINIMUM TWO (2) EXITS REQUIRED PER IBC 1021.2; FOUR (4) EXITS
HAVE BEEN PROVIDED.
6. EGRESS DOORS WITH CARD READERS SHALL BE FAIL-SAFE TO REMAIN
UNLOCK DU G EMERGENCY AND MEET REQUIREMENTS OF
IBC SECTIO 1 10.' .9. .
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Code Floor Notes�
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General Notes�
1. NO CHANGE OF USE IS REQUIRED FOR THIS SCOPE OF WORK. THEREFORE, EXISTING RESTROOM/PLUMBING CALCULATION
SHALL REMAIN. GC TO ENSURE THAT THE RESTROOMS SHALL BE IN ACCORDANCE WITH THE MOST CURRENT ISSUE OF
APPLICABLE CODES. GC TO ADD VERTICAL GRAB BARS AT EXISTING ADA STALLS IF NOT EXISTING PER ICC/ANSI
A117.1-2009.
2. MEANS OF EGRESS ILLUMINATION:
- THE MEANS OF EGRESS (EXIT PATHWAY) AND THE EXIT DISCHARGE DOOR SHALL BE ILLUMINATED AT ALL TIMES
THE BUILDING IS OCCUPIED AT AN EL NOT LESS THAN 1-FOOT CANDLE (10 LUX) AVERAGE AT
THE WALKING SURFACE LEVEL PE IBC 1008.
- LIGHTING MUST BE PROVIDED W� E Y Y BACK-UP OR TIED TO GENERATOR PER IBC 1008.3.
3. PATH OF EGRESS SHOWN ON PLANS FOR COMMON PATH OF TRAVEL ONLY, NOT EGRESS ILLUMINATION PURPOSES.
ELECTRICAL CONTRACTOR TO PROVIDE PHOTOMEfRIC PLAN AND CALCULATIONS DEMONSTRATING AN AVERAGE OF
(1) FOOT CANDLE THROUGHOUT THE SPACE.
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1st Floor
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Tukwila, WA 98168
DESIGN
DRAWN
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JPC
GB
CA
16-0427
REGISTERED
RCHITECT
DANIEL H. BUTLER
STATE OF WASHINGTON
7.12.2016 Permit Review Set
7.19.2016 Issue for Permit
Ot 8.19.2016 Permit Rev 1/CD Set
i��CEIVED
�;li"'! OF TUKWILA
AUG 1 9 20�6
��RNiIT CENTER
Exit Plan and Codes
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Demolition Plan �
Scale: 1 /8"=1'-0"
Key Notes:
O NO WORK THIS AREA UNLESS OTHERWISE INDICATED. REFER TO FLOOR
PLAN FOR ADDITIONAL INFORMATION.
O ROLL-UP, BAG, AND PROTECT EXISTING EXTERIOR WINDOW SHADES. REPAIR
AND/OR PROVIDE NEW WHERE FOUND MISSING OR DAMAGED.
O DEMOLISH ALL EXISTING FINISH FLOORING AND BASE, UNLESS NOTED
OTHERWISE. PATCH AND REPAIR AFFECTED SUBSTRATE AS REQUIRED. FOR
INSTALLATION OF NEW FINISH FLOORING AND BASE MATERIALS REFER TO
FLOOR AND FINISH PLAN FOR ADDITIONAL iNFORMATION.
O4 DEMOLISH EXISTING PARTITION AND WALLS (PARTIAL, GRID AND FULL
HEIGHT) PROTECT EXISTING ADJACENT SURFACES, INCLUDING BUT NOT
LIMITED TO CEILING, ADJACENT WALLS AND FLOORING.
O SALVAGE ALL REMOVED DOORS FRAMES AND RELITES FOR RE-USE OR
RETURN TO BLDG. STOCK, UNLESS DIRECTED OTHERWtSE
O SALVAGE EXISTING FIRE EXTINGUISHER/CABINEfS FOR RELOCATION.
CONTRACTOR TO FIELD VERIFY AND COORDINATE WITH ARCHITECT.
O7 DEMOLISH AND DISPOSE OF EXISTING CABINEfRY/MILLWORK (UNLESS
OTHERWISE NOTE TO BE REfAINED). TERMINATE AND CAP ALL EXISTING
SUPPLY/WASTE LINES BEHIND WALL AND/OR FLOOR. PATCH AND REPAIR
AFFECTED AREAS, INCLUDING BUT NOT LIMITED TO WALLS, FLOORS, AND
CEILINGS AS REQUIRED.
Og DEMOLISH ELECTRICAL, LOW VOLTAGE AND LIFE SAFEfY DEVICES AS
REQUIRED DUE TO DEMOLITION. AT LOCATIONS WHERE ELECTRICAL IS TO BE
REMOVED, TERMINATE WIRING AT CLOSEST JUNCTION BOX OR DEMOLISH
WIRING BACK TO PANEL.
Og DEMOLISH AND DISPOSE OF EXISTING INSULATION BOARD AND K-FOIL FROM
EXISTING OPENING. PREP FOR NEW O.H. GARAGE DOOR INSTALLATION.
� p DEMOLISH AND DISPOSE OF EXISTING EXTERIOR ALUMINUM STOREFRONT
WINDOWS. PREP FOR NEW OVERHEAD GARAGE DOOR INSTALLATION.
>>
12
13 REMOVE EXISTING MOP SINK AND HOT WATER TANK. SALVAGE FOR REUSE
IF POSSIBLE.
14 REMOVE EXISTING TOILEf PARTITION DOOR AND PARTIALLY DEMO AND
RECONFIGURE TOILET COMPARTMENT STALLS FOR NEW PLAN LAYOUT. SEE
FLOOR PLAN.
� 5: REMOVE PORTION OF EXISTING VINYL TILE FLOOR. REFER TO NEW FLOOR
PLAN FOR ADDITIONAL INFORMATION.
� g REMOVE PORTION OF EXISTING CARPET FLOORING. REFER TO NEW FLOOR
PLAN FOR ADDITIONAL INFORMATION.
�� ' REMOVE EXISTING VINYL FLOORING. REFER TO NEW FLOOR PLAN FOR
O ADD�TIONAL INFORMATION.
Partition Legend:
EXISTING PARTITION/CONSTRUCTION TO REMAIN
_—= EXISTING PARTITION TO BE REMOVED
EXISTING SHELL & CORE WALLS TO REMAIN
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12787 Gateway Dr
Tukwila, WA 98168
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DESIGN
DRAWN
CHECKED
NO.
JPC
GB
CA
16-0427
REGISTERED
RCHITECT
DANIEL H. BUTLER
STATE OF WASHINGTON
7.12.2016 Permit Review Set
7.19.2016 Issue for Permit
8.19.2016 Permit Rev 1/CD Set
�"-�ECEIVED
Ci�'V OF TUKWIL�1
AUG 19 2016
�E�BMIT CENTER
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Scale: 1 /8"=1'-0"
8
Key N otes :
ONO WORK THIS AREA, UNLESS OTHERWISE INDICATED. REFER TO FLOOR
PLAN FOR ADDITIONAL INFORMATION.
O NEW PAIR OF 5�0° GATE ENCLOSURE DOORS.
OPROVIDE NEW SECTION OF FENCING FROM REMOVED SECTION TO INFILL
GAP TO SOLID ENCLOSURE WALL.
O NEW O.H. SECTIONAL STEEL INSULATED GARAGE DOOR (ALUMINUM AND
GLASS SERIES AT SIMILAR). ALTERNATE SPEC FOR ALL ALUMINUM AND
GLASS DOORS. PROVIDE STANDARD LIFf TRACK AT EXTERIOR DOORS AND
LOW HEADROOM TRACK AT INTERIOR DOOR.
OPREP OPENING AND PROVIDE NEW CARD ACCESS CONTROL SYSTEM W/
MAG LOCKS, CARD READERS, AND REX DEVICES.
ONEW WALLS HAVE BEEN ALIGNED WITH OR CENTERED ON WINDOW
MULLIONS, PILASTERS, AND/OR STRUCTURAL COLUMNS. WALLS HAVE
BEEN DIMENSIONED FOR ADDITIONAL CLARITY WHEN OR WHERE EVER
NECESSARY.
OAT LOCATIONS AS NECESSITATED BY "IN-WALL" ELECTRIC AND/OR
MECHANICAL SYSTEMS, PROVIDE APPROPRIATE METAL STUD WIDTH TO
ACCOMMODATE SIZING REQUIREMENTS. CONFORM TO SPECIFIED METAL
GAUGE AND SPACING AS INDICATED BY WALL TYPE. REFER TO
CONSTRUCTION LEGEND FOR ADDITIONAL INFORMATION.
O NEW BUILD-IN CASEWORK AND COUNTERTOP.
OPROVIDE POWER, DATA, AV AND BLOCKING IN WALL FOR FLAT PANEL
DISPLAY. PROVIDE PATHWAY CONDUIT (1-1'2") BETWEEN DISPLAY AND
UNDER TABLE OUTLEf. VERIFY EXACT PLACEMENT & SIZES W/ AV
CONSULTANT. PROVIDE N WALL MOUNT BRACKEf MODEL: CHIEF XSM1U.
10 EXTEND EXISTING FRAMED WALL UP TO STRUCTURE ABOVE SIMILAR TO
WALL TYPE 'B'.
11 PROVIDE ADA COMPLIANT FIBERGIASS TRANSFER TYPE 48"X36" SHOWER
COMPARTMENT, CONTROLS, AND SEAT. FIBER-FAB MODEL 48H1FW,
PROVIDE WITH VERTICAL GRAB BAR. PROVIDE NEW TOWEL PINS, BOBRICK,
B-6777 (2 PER SHOWER ROOM).
� 2 EXISTING ELECTRICAL PANELS.
13 PROVIDE 8' HIGH PLYWOOD WAINSCOT ON ALL WALLS OF SPACE,
PAINTED, WITH MEfAL J TRIM.
14 DIMISING WALL ON ADJACENT SPACE SIDE TO RECEIVE RUBBER BASE
AND PRIMED ONLY, READY FOR PAINT.
Partition Legend:
__= EXISTING PARTITION TO BE REMOVED
EXISTING PARTITION/CONSTRUCTION TO REMAIN
EXISTING SHELL & CORE WALLS
GRID HEIGHT PARTITION. REFER TO DETAIL 3/I-9.1.
EXTENDED HEIGHT PARTITION TO STRUCTURE. REFER
TO DETAIL 4/I-9.1
�� EXTENDED HEIGHT PARTITION. REFER TO DEfAIL
6/I-9.1
_ .............
ymbols Legend:
F'o ' BUILDING STANDARD FIRE EXTINGUISHER CABINET (OR SPEC)
� DUPLEX RECEPTACLE
� DEDICATED DUPLEX RECEPTACLE
� GFI DUPLEX RECEPTACLE
� FOURPLEX RECEPTACLE
� DEDICATED FOURPLEX RECEPTACLE
-� SPECIAL RECEPTACLE
� CORE DRILL
� J-BOX FOR TENANT PROVIDED SYSTEMS FURNITURE.
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� VOICE/DATA RECEPTACLE. CONTRACTOR TO PROVIDE MUD RING AND
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cR PROXIMITY CARD READER
� WALL TAG
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N = NEW &/OR RELOCATED (COORDINATE RELOCATED
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D = DEMOLISH
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Gateway Corp. Ctr. Bldg 6
1st Floor
12787 Gateway Dr
Tu kwi la, WA 98168
DESIGN
DRAWN
CHECKED
NO.
JPC
GB
CA
16-0427
REGISTERED
RCHITECT
DANIEL H. BUTLER
STATE OF WASHINGTON
7.12.2016 Permit Review Set
7.19.2016 Issue for Permit
�t __ 8.19.2016 Permit Rev 1/CD Set
F�ECEIVED
CiT� Oi� iUKWILA
AUG 19 20i6
8'CR�fIT CENT�R
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Key N otes :
O NO WORK THIS AREA, UNLESS OTHERWISE INDICATED. REFER TO FLOOR
PLAN FOR ADDITIONAL DETAILS
O DEMOLISH AND DISPOSE OF EXISTING HARD LID GYPSUM CEILING,
SURFACE MOUNT LIGHT FIXTURE (SALVAGE FOR RE-USE) AND
ELECTRICAL FAN.
OO REMOVE EXISTING EXIT SIGN.
O DEMOLISH & REMOVE EXISTING T-BAR ACOUSTICAL TILE CEILING AND
ASSOCIATED SUPPORT/RESTRAINT SYSTEMS IN THIS AREA. REFER TO NEW
RCP FOR EXTENTS.
O REMOVE, SALVAGE AND/OR DEMOLISH EXISTING LIGHTING. REFER TO
SYMBOLS LEGEND, REFLECTED CEILING PLAN AND DESIGN-BUILD
ELECTRICAL DOCUMENTS FOR ADDITIONAL INFORMATION.
O CONTRACTOR TO VERIFY CODE COMPLIANCE OF ALL EXISTING ACOUSTICAL
CEILING GRID SYSTEMS AND ASSOCIATED SEISMIC BRACING RESTRAINTS.
SYSTEMS FOUND NOT IN COMPLIANCE SHALL BE MODIFIED AND/OR NEW
PROVIDED AS REQUIRED TO MEEf OR EXCEED CURRENT BUILDING CODES.
�j CONTRACTOR TO VERIFY CODE COMPLIANCE OF ALL LIGHTING FIXTURES
AND ASSOCIATED SEISMIC BRACING RESTRAINTS. SYSTEMS FOUND NOT IN
COMPLIANCE SHALL BE MODIFIED AND/OR NEW PROVIDED TO MEEf OR
EXCEED CURRENT BUILDING CODES.
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� draulics
Y
Gateway Corp. Ctr. Bldg 6
1st Floor
12787 Gateway Dr
Tukwila, WA 98168
DESIGN
DRAWN
CHECKED
NO.
JPC
GB
CA
16-0427
REGISTERED
RCHITECT
DANIEL H. BUTLER
STATE OF WASHINGTON
7.12.2016 Permit Review Set
7.19.2016 Issue for Permit
� 8.19.2016 Permit Rev 1/CD Set
i�ECEIVED
CIiY OF l'UKWILA
A 1
U� 9
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Ceiling Plan
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Key N otes :
O NO WORK THIS AREA UNLESS OTHERWISE INDICATED. REFER TO FLOOR
PLAN FOR ADDITIONAL INFORMATION.
O GENERAL CONTRACTOR TO PROVIDE ALL REQUIRED BLOCKING, BRACING
AND MISC. SUPPORTS AS NECESSITATED BY THE ARCHITECTURAL,
MECHANICAL, ELECTRICAL AND OTHER SUBTRADES. REFER TO DEfAILS
FOR ADDITIONAL INFORMATION.
O3 CEILING MOUNTED ILLUMINATED BLDG STD. EXIT LIGHT (BATTERY BACKED),
FINAL EGRESS SIGNAGE QUANTITIES AND LOCATIONS SHALL BE
DEfERMINED BY BUILDING AND FIRE INSPECTOR'S FIELD PLACEMENT
DEfERMINATION. REFER TO DESIGN—BUILD ELECTRICAL FOR ADDITIONAL
INFORMATION.
O4 ALL ACCESS PANELS (QUANTITIES, SIZES, ETC.) SHALL BE SOLE DESIGN,
FURNISH AND INSTALLATION RESPONSIBILITY OF THE GENERAL
CONTRACTOR, M/E/P AND LIFE SAFETY TRADES. IT IS THE INTENT OF
THE DESIGN TO MINIMIZE ACCESS PANELS iN ALL CONDITIONS. EVERY
EFFORT SHOULD BE MADE TO POSITION, GANG AND/OR RELOCATE
DEVICES REQUIRING ACCESS. ACCESS PANELS SHALL CONFORM TO
INTEXFORMS LIFf & SHIFT MODELS FOR CEILING APPLICATION AND
SIMILAR HINGED MODELS FOR WALL APPLICATIONS (INTERIOR ONLY).
O NEW BLDG STD. SUSPENDED ACOUSTICAL CEILING TILE AND GRID TO FILL
IN AREA AT NEW WALL CONFIGURATION. SEE FLOOR PLAN.
O MODIFY EXISTING ELECTRICAL, MECHANICAL, AND LIFE SAFETY SYSTEMS
AS REQUIRED BY SCOPE OF NEW WORK, MOST CURRENT ISSUE OF
APPLICABLE BUILDING CODES AND DESIGN/CONSTRUCTION STANDARDS
INCLUDING, BUT NOT LIMITED TO CIRCUITING, SWITCHING, DUCTING
(SUPPLIES/RETURNS), BALANCING, AND/OR HORN/STROBE RELOCATION.
O PROVIDE NEW DRYWALL HARD LID CEILING AS NEEDED FOR NEW TOILET
ROOMS.
0 NOT USED
Og EXISTING 2X4 CEILING TILE & GRID TO REMAIN IN PLACE. MODIFY AS
NECESSARY FOR NEW WALL CONSTRUCTION. RELOCATE & RECONFIGURE
LIGHTS AND HVAC SUPPLY/REfURN DIFFUSERS AS NEEDED THAT
INTERFERE WITH NEW CONSTRUCTION. REPAIR BENT OR SCRATCHED OR
OTHERWISE DAMAGED CEILING GRID AND DAMAGED AND/OR STAINED TILE
WITHIN SCOPE OF WORK, REPLACE AS NECESSARY. PAINT GRID "WHITE"
1 � EXISTING SOFFIT AND LIGHT LENS TO REMAIN.
Lighting Power Budget
SQ � WATTS TOTAL ALLOWED
ALLOWABLE WATTAGE PER SF WA1TS
PER SF
16000 0.9 14,400
�,PE WATfS/ Qn. TOTAL WATfS MOUNTING
FIXTURE HEIGHT
EXIST/RELO F1 56 133 7,448
F2 0 0 0
F3 0 0 0
F4 33 10 330
F5 21 4 84
F6 38 12 456
F7 32 14 448
NOTE: CALCULATIONS TO BE VERIFIED BY g,766
ELECTRICAL ENGINEER
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Symbols Legend ���►-�� �"
TYPE SYMBOL MFG. DESCRIPTION
$ SWITCH
$ 3 3WAY SWITCH
��` BLDG STD EXIT LIGHT
EXTG BLDG STD 2x4 SUSP.
CEILING GRID & TILE
NEW BLDG STD 2x4 CEILING
�; TILE IN EXISTING GRID
BLDG STD 2x4 FLU. LIGHT
F-1 � FIXTURE, 2—T8 WW LAMPS
RELOCATED AS SHOWN
F_2 BLDG STD, FLU. EMER.
DOWNLIGHT FIXTURE, 2—T8
WW LAMPS
F-3 O BLDG STD RECESSED, FLU.
DOWNLIGHT FIXTURE, 2-13W
QUAD LAMPS
' RECESSED CAN LIGHT FIXTURE,
F-4 � TO MATCH RESTROOM
LED PENDANT LIGHT FIXTURE
F-5 �� TECH LIGHTING MASQUE PENDANT
CLEAR/WHITE
SUSPENDED LINEAR HIGH
F-6 � BAY LIGHT FIXTURE TO
MATCH EXISTING
� SURFACE MTD. STRIP
F—� FIXTURE
NO DESIGNATION = EXISTING
N = NEW &/OR RELOCATED (COORDINATE
ITEMS W/ARCHITECT)
D = DEMOLISH
�,���
� � �,
��.-e���;�,��
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Gateway Corp. Ctr. Bldg 6
1st Floor
12787 Gateway Dr
Tu kwi la, WA 98168
DESIGN
DRAWN
CHECKED
NO.
JPC
GB
CA
16-0427
REGISTERED
RCHI7ECT
DANIEL H. BUTLER
STATE OF WASHINGTON
7.12.2016 Permit Review Set
7.19.2016 Issue for Permit
� 8.19.2016 Permit Rev 1/CD Set
f�ECEIVED
CI"fY OF TUKWIL�1
AUG 1 9 2016
��RMI1 CENTER
,
Reflected Ceiling Plan
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N I I
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EQUIPMENT
STORAGE
115
HALL
114
z
PRIVATE
OFFICE
113
Z
PRIVATE
OFFICE
112
z
—PRIVATE
OFFICE
110
z
PRIVATE
OFFICE
108
z
PRIVATE
OFFICE
106
PRIVATE
OFFICE
105
I PRIVATE
N OFFICE N
� N 116
— �
— �
OPEN OFFICE
117
I SX8 WS
� — �
PRIVATE N
N OFFICE N €
118
I PRIVATE
N OFFICE N €
120
, — � � -�s
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� 109
�::::��.; p�.:.:�::.::: .:: : ��: .:::::
...... N 60"
. .�. :� NF�RENCE.... 60°.
. . . : : � � 107 : . . .�: :
• • .'L- � . ..... • �:.:�..•.•.,.• • • N..
.,. .__...... ....... ........
co.. .......
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HALL :. . .
104 � ::. ...�..: :::: N
: . .N PRIVATE
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N N�.�. �P�
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100
. :�. . . . .:.;.�. : :
� .� O � " �..
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PRIVATE
OFFICE
102
�fi� z
PRIVATE
OFFICE
101
N
. N€
PRIV TE
OFFI E
137
N
N N€
PRIVATE
OFFICE
136
n n� I I
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N
N
TORAGE
121
AN,
123
N
PRIVATE
OFFICE
135
N
TOOL
SHOP
122
126
MEN'S
125
N
PRIVATE
OFFICE
134
N
� �� � II �� �
8X10 8X10
ws I ws I
OPEN 0 FICE I
138 I
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— � — � I� — � — �
_D
4
�
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AIR
128
WOMEN'S
,�
PLOTTER/
LIBRARY
130
PRIVATE
OFFICE
131
N
Z ,rn
N
PRIVATE �
OFFICE
132
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OFFICE �
133
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ENCLQSURE
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Key N otes :
01 KEYNOTE TEXT
Appliance Specification & Legend:
� EQUIPMENT: SPECIFICATION
Electrical IVotes:
. FURNISH AND INSTALL ALL FIXTURES, ASSOCIATED TRIM AND FIXTURE
LAMPS AS REQUIRED. ONLY NEW OUTLEfS /FIXTURES ARE SHOWN.
ALL EXISTING OUTLETS UNAFFECTED BY CONSTRUCTION ARE TO REMAIN
AND ARE TO BE INTEGRATED INTO THE CURRENT SCHEME WHERE
POSSIBLE.
. SURVEY FIELD CONDITIONS AND VERIFY THAT WORK IS FEASIBLE AS
SHOWN. VERIFY LOCATION OF ALL OUTLETS IN RELATION TO
STRUCTURAL AND OTHER ELEMENTS AS REQUIRED. NOTIFY ARCHITECT
IN WRITING OF ANY DISCREPANCIES BEFORE PROCEEDING WITH WORK.
. ARCHITECTURAL DRAWINGS DEfERMINE LOCATION AND TYPE (ARCHITECT
TO VERIFY W/ ENGINEER) OF ALL OUTLEfS AND TAKE PRECEDENCE
OVER ALL OTHERS, U.N.O.. ELECTRICAL ENGINEER'S POWER PLAN
SHALL GOVERN THE WIRING LAYOUT AND INSTALLATION IN COMPLIANCE
WITH ALL LAWS APPLICABLE AND ENFORCED BY GOVERNING
AUTHORITIES.
. OUTLEfS SHOWN BACK TO BACK ON PARTITION WALLS SHALL BE
OFFSET 1'-0��, MAXIMUM, OR MOUNTED AT DIFFERENT HEIGHTS IF
INDICATED.
�. FURNITURE, IF SHOWN, IS FOR REFERENCE ONLY AND IS NOT IN
CONTRACT, U.N.O.
. COORDINATE ALL WORK RELATED TO EQUIPMENT WITH MANUFACTURER�S
RECOMMENDATIONS, SPECIFICATIONS AND INSTRUCTIONS.
. ALL EXISTING AND NEW FLOOR SLAB PENEfRATIONS FOR CONDUIT OR
PLUMBING LINES SHALL BE FULLY PACKED & SEALED IN ACCORDANCE
WITH THE APPLICABLE BUILDING AND FIRE CODES.
�. COORDINATE NEW ELECTRICAL WITH EXISTING, WHERE OCCURS.
. UPON COMPLETION OF OUTLET LAYOUT, NOTIFY THE ARCHITECT.
ARCHITECT SHALL SITE VERIFY ALL OUTLET LOCATIONS PRIOR TO
COMMENCEMENT OF CORING OR OUTLET INSTALLATION.
0. FURNISH AND INSTALL ONLY UNDERWRITERS LABORATORIES, INC. (UL)
LABELLED DEVICES THROUGHOUT.
1. INSTALL WALL MOUNTED OUTLETS 1 S INCHES ABOVE FINISHED FLOOR,
U.N.O. HEIGHTS SHALL BE DETERMINED FROM FINISHED FLOOR TO THE
CENTERLINE OF COVERPLATE, INSTALLED VERTICALLY, GROUNDING POLE
AT BOTTOM, U.N.O.
2. MAINTAIN A 4—INCH HORIZONTAL CLEARANCE IN ALL DIRECTIONS, MIN.
FROM EDGE OF COVERPLATE, FOR WALL MOUNTED OUTLETS, OR FROM
EDGE OF MONUMENT FOR FLOOR MOUNTED OUTLEfS, WHEN ADJACENT
TO A WALL, COLUMN, OR SIMILAR ELEMENTS, U.N.O.
3. INDICATED DIMENSIONS ARE TO THE CENTER OF THE COVERPLATE OR
MONUMENT; CLUSTERS OF OUTLEfS ARE DIMENSIONED TO THE CENTER
OF THE CLUSTER, U.N.O.; GANG COVERPLATES SHALL BE ONE—PIECE
IYPE, U.N.O.
4. ELECTRICAL SWITCH AND OUTLEf COVER PLATES, SURFACE HARDWARE,
EfC. SHALL BE INSTALLED AFfER PAINTING AND/OR APPLICATION OF
WALLCOVERINGS & CARPET SPECIFIED.
5. POWER/DATA/TELEPHONE REQUIREMENTS FOR OPEN OFFICE
WORKSTATIONS TO BE PROVIDED WITH FURNITURE INSTALLATION
DRAWINGS—BY OTHERS.
6. THE FURNITURE ELECTRICAL IS AN 8—WIRE SYSTEM. ALL ELECTRICAL
FEEDS TO ANY OF THE PRODUCT MUST BE IN AN 8—WIRE
CONFIGURATION.
7. '�H° INDICATES THAT AN OUTLET SHALL BE MOUNTED HORIZONTALLY.
8. VERIFY NEW FLUSH FLOOR OUTLEf LOCATIONS WITH FURNITURE LAYOUT
PRIOR TO INSTALLATION.
9. ALL SWITCHES AND DIMMERS SHALL BE LOCATED 46" ABOVE FINISHED
FLOOR TO CENTER OF SWITCH U.O.N.. MULTIPLE SWITCHES AT ONE
LOCATION SHALL BE GANGED TOGEfHER AND FINISHED WITH ONE
COVER PLATE U.N.O.
OUTLET FINISHES:
ISOLATED GROUND— GRAY
UPS— ORANGE
ALL OTHERS— MATCH BUILDING STANDARD
SWITCH FINISH: MATCH BUILDING STANDARD
COVERPLATE FINISH: MATCH BUILDING STANDARD
(INCLUDES ALL COVERPLATES—POWER/VOICE/DATA)
Symbols Legend
� DUPLEX RECEPTACLE
� DEDICATED DUPLEX RECEPTACLE
� GFI DUPLEX RECEPTACLE
� FOURPLEX RECEPTACLE
� DEDICATED FOURPLEX RECEPTACLE
—� SPECIAL RECEPTACLE
Q CORE DRILL
0 J—BOX FOR TENANT PROVIDED SYSTEMS FURNITURE.
� VOICE/DATA RECEPTACLE. CONTRACTOR TO PROVIDE MUD RING AND
PULL STRING
CR PROXIMITY CARD READER
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Gateway Corp. Ctr. Bldg 6
1st Floor
12787 Gateway Dr
Tukwila, WA 98168
DESIGN
DRAWN
CHECKED
NO.
JPC
GB
CA
16-0427
REVIEWED. FOR
�OD� �Uf1�PLIANC�
1�
AP'�RO�1ED
Au� 2 9 2o�s
�i� �f Tultwil�
BUILDIfVG �IVISION
REGIS
RCHITECT
DANIEL H. BUTLER
STATE OF WASHINGTON
7.12.2016 Permit Review Set
7.19.2016 Issue for Permit
� 8.19.2016 Permit Rev 1/CD Set
f��:�FIVED
��-�v �r- -ru�wi��
AUG 1 9 2016
�E�i�i17 CENTER
Power and Equipment
Plan
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�
B
C
D
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L — — — _ J
EQUIPMENT
STORAGE
115
HALL
114
PRIVATE
OFFICE
113
PRIVATE
OFFICE
112
—PRNATE
OFFICE
110
PRIVATE
OFFICE
108
PRIVATE
OFFICE
106
PRIVATE
OFFICE
105
ALL AREAS TO RECEIVE CARPET AND BASE AS SCHEDULED U.N.O.
ALL AREAS TO RECEIVE RB-1 U.N.O.
ALL WALLS & PARTITIONS TO RECEIVE P-1 U.N.O.
PREP ALL EXISTING FLOOR SURFACES TO RECEIVE NEW FINISHES AS
SCHEDULED.
PROVIDE PAINT APPLICATION APPROPRIATE TO THE SUBSTRATE TO
WHICH IT IS TO BE APPLIED.
ALL EXPOSED GYP. 8D. SURFACES, BOTH EXISTING AND NEW, ARE TO
RECEIVE NEW PAINT FINISH. PREP ALL SURFACES AS REQUIRED FOR
NEW PAINT FINISH. PROVIDE ONE PRIME COAT PLUS 1W0 FINISH
COATS
CHANGES IN FLOOR MATERIALS THAT OCCUR AT FRAMED DOOR
OPENINGS SHALL OCCUR AT THE CENTERLINE OF THE DOOR IN THE
CLOSED POSITION.
ANY DECORATIONS USED SHALL BE NON-COMBUSTIBLE OR FLAME -
RETARDANT TREATED IN AN APPROVED OF MANNER (CURTAINS, DRAPES,
SHADES, HANGINGS, EfC.)
PRIVATE
OFFICE
116
� ��
I
— �
I OPEN OFFICE �
117
8X8 WS
� — �
PRIVATE
OFFICE
118
� �� �
I
— �
� _ _ — — �
sx8 ws
— �I� —
PRIVATE
OFFICE
120
.. ....... ....... .... . ........ ....
.... ...
. .... .... ..... ....
� .� Mi7LTIRlJRPOSE.....�.�............ -- .........................................._..........
�:�:�:: :�:�:�:�� RQOM .:.::_... .. . - -
:::::: : :: : : : : :::::::: 119 : : ::::::: : : : : : . . - -
...:.
. . . . . . . . . . . . . . . _ . . . . . . . _ ......................................�
. �. CPT ��. . P . . . . . . . . . . . . . . . . . . . . . . .
. : L_� I �!:/. . . � � � .
COPY�PRINT ..... ..... .. �
.... ........
................... .............
FILE /MAIL :;�.�. .; : : : :�: :�: : RB:=�1 � .:. ....: . : :. . : ...:..: : ..: . : : : :.. `-
111 �:�:: �: .:... :.
...... ........... .... ..
..... .......................................... .....
................. ....................... ..... _.....
-
IIIJ\ d- CPT . ...................�....................................
109
:.:� ....:�;�....... LARGE .:. ..:.....:: ..:...
.. ..... ..,CONF�RENCE ..�.�...
: . :� ....::. ..::.:.:.: 107 :�:::: :::
z ��: .�. . � . . . : �. . �:�: . . . . . . � �. . � ... . .
Q :: : }C�PT .�.1'. �.�.�..
� . .:1� �J . . � .. :. . : . . . .:.:. . . . .�.. .: ���. . . ...
�:::�: (��.-:�:. �.�.� .......�.�..........�.�.
HALL :. �...
.. �
104 .�: ;�:�:�� ..:..
� �� :�p, :� � PRIVATE
OFFICE
2 ... . 103
PRIVATE
OFFICE
102
—�RIVATE
OFFICE
101
PRIV TE
OFFICE
137
PRIVATE
OFFICE
136
124
PRIVATE
OFFICE
135
�
�R GE
121
JAN.
123
� �
� �
�------J
TOOL
SHOP
122
126
MEN'S
125
PRIVATE
OFFICE
134
eCPT P
1
RB-1
_ �� � � �� �
8X10 8X10
WS WS
. OPEN OFFICE
I 138 I
I
� � �
L� — � — � � —� � — �
9. ALL INTERIOR PARTITIONS, CEILING FINISHES AND TRIM OF PUBLIC
AREAS TO COMPLY WITH CLASS 1 MATERIAL CLASSIFICATION; FLAME
SPREAD RATING 0 TO 25, SMOKE DEVELOPED 200. ALL INTERIOR WALL
AND CEILING FINISHES AND TRIM OF NON-PUBLIC AREAS TO COMPLY
WITH CLASS 2 MATERIAL CLASSIFICATION; FLAME SPREAD RATING 26 TO
75, SMOKE DEVELOPED 450.
10. FLOOR COVERINGS OF PUBLIC AREAS TO MEET CLASS A INTERIOR
FLOOR FINISH REQUIREMENTS; CRITICAL RADIANT FLUX OF 0.45 WATTS
PER SQUARE CENTIMEiER OR HIGHER, FLOOR COVERINGS OF
NON-PUBLIC AREAS TO MEET CLASS B INTERIOR FLOOR FINISH
REQUIREMENTS; CRITICAL RADIANT FLUX BENVEEN 0.22 WATTS PER
SQUARE CENTIMEfER AND 0.44 WATTS PER SQUARE CENTIMETER.
11. CARPET INSTALIATION TO MEEf THE GUIDELINES OF THE CARPEf AND
RUG INSTITUTE-CRI CARPET INSTALLATION STANDARD-CURRENT EDITION.
12. PROVIDE FINISHED SCRIBE STRIPS AND FINISHED MILLWORK EDGES TO
CREATE A FINISHED REVEAL CONDITION WHERE MILLWORK COUNTERS,
CABINETS, ETC. °ABUT" AOJACENT PARTITION CONSTRUCTION. ALL
EXPOSED REVEAL SURFACES AND EDGES TO HAVE SAME PLASTIC
LAMINATE FINISH AS THE CASEWORK ITEM THEY "ABUT'�.
13. CONTRACTOR TO CLEAN AND REPAIR ALL EXISTING EXTERIOR GLAZING
AND ►NTERIOR RELITE MINI-BLINDS WITHIN THE WORK AREA.
�
�
128
WOMEN'�
127
SERVER1
)RAGE. LIB ARY
129
PLOTTER�
LIBRAR
130
PRIVATE
OFFICE
131 �
PRIVATE
OFFICE
132
����
OFFICE
133
� �
� �
L _ — _ — — J
C
r-x—x—x—x—x—x—x—x—x—x—x-
x
�x
t
/�'� ENCLqSURE
LAB
140
inish Plan
Scale: 1 /8"=1'-0"
Key N otes :
1� KEYNOTE TEXT
�
��
�
Finish Specifications
FLOORING
�P TYPICAL FLOORING, U.N.O.
� MFR: SHAW CONTRACT
STYLE NAME: REVERSE
STYLE N0: 5T069
COLOR N0: T69505 "ZONE"
BACKING: SYNTHETIC ECOWORX
INSTALLATION: 1/4 TURN
MFR REP.: LAURIE
CPT ACCENT CARPET, U.N.O.
2 MFR: SHAW CONTRACT
�: STYLE NAME: FIELD
STYLE N0: 5T079
COLOR N0: 78429
� BACKING: SYNTHEfIC
� INSTALLATION: BRICK
MFR REP.: LAURIE
VCT VINYL COMPOSITION TILE
� MFR: ARMSTRONG
�SERIES: STRIATIONS BBT 12"X24��
COLOR NAME: STEEL
COLOR N0: T3602
VCT VINYL COMPOSITION TILE
2 MFR: ARMSTRONG
�SERIES: STRIATIONS BBT 12"X24"
COLOR NAME: TWILIGHT
COLOR N0: T3603
�� SHEEf VINYL (ALTERNATE BID)
MFR: TBD
COLOR NAME: TBD
COLOR N0: TBD
N0: TBD
FINISH: TBD
BASE
RB1 TYPICAL BASE, U.N.O.
MFR: JOHNSONITE
PRODUCT: WALL BASE
COLOR NAME: GRAY
COLOR N0: TBD
ASTM TYPE: TBD
PROFILE: 4" HIGH
WB1 WOOD BASE, U.N.O.
MFR: TBD
PRODUCT: TBD
SPECIES: TBD
GENERAL WALL PAINT (TYPICAL U.N.o.)
PeMFR: SHERWIN WILLIAMS
� COLOR NAME: CREAMY
COLOR N0: SW7012
SHEEN: EGGSHELL, SEMI-GLOSS � WEf AREAS
ACCENT WALLS
eMFR: SHERWIN WILLIAMS
2 COLOR NAME: REGATfA
COLOR N0: SW6517
SHEEN: EGGSHELL, SEMI-GLOSS C� WET AREAS
p MFR: SHERWIN WILLIAMS
3 COLOR NAME: INTELLECTUAL GRAY
COLOR N0: SW7045
SHEEN: EGGSHELL, SEMI-GLOSS � WEf AREAS
REVIEV�� FOR
C�'[}E c�it�P��D C�
APP�d
A�� 2 9 2016
CASE WORK
PL1 PIASTIC LAMINATE ��� ��"���d'IIa
MFR: WILSONART
COLOR NAME: CRISP LINEN �t„IILD��� ��vls'O
COLOR N0: 4942-38
LOCATION: CASEWORK HORIZONTAL FACES
PL2 PLASTIC LAMINATE
MFR: WILSONART
COLOR NAME: COSMIC STRANDZ
COLOR N0: 4941 K-18
LOCATION: CASEWORK VERTICAL FACES
PL3 PLASTIC LAMINATE
MFR: TREEFROG
COLOR NAME: GREY OAK STRAIGHT GRAIN
COLOR N0: 62204
LOCATION: RECEPTION DESK VERTICAL FACE
SSt SOLID SURFACING
MFR: PENTAL QUARTZ
COLOR NAME: CENDRE POLISHED
COLOR N0: BQ8805P
LOCATION: RECEPTION TRANSACTION/COUNTER TOP
��
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�
Gateway Corp. Ctr. Bldg 6
1st Floor
12787 Gateway Dr
Tu kwi la, WA 98168
DESIGN
DRAWN
CHECKED
NO.
JPC
GB
CA
16-0427
REGISTERED
RCHITECT
DANIEL H. BUTLER
STATE OF WASHINGTON
7.12.2016 Permit Review Set
7.19.2016 Issue for Permit
Q 8.19.2016 Permit Rev 1/CD Set
3��CEIVED
�"iT�' �F 7UKWILA
AUG 19 2016
r��,�i6�IT CENTER
Finish Plan and Finish
Schedule
I-6.1
OO 2016, JPC Archltects, PLLC
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42"MIN.
MEN'S
125
SHOWER
126
���I'�
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5 Eniarqed Restroom Plan
Scale: 1 /4"=1'-0"
�
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HOWER
128
WOMEN'S
127
0
%
FOLDING OR FIXE
c
N
��
d, _ n,�
5'-0"
2 Enlarged Shower Plan
Scale: 1 /2"=1'-0"
11N0—WALL GRAB BAR
NOTE: HAND—HELD
SHOWERS ARE REQUIRED IN
ACCESSIBLE SHOWERS.
18" VERTICAL GRAB BAR
4° MAX FROM SHOWER ENTRY
(SEE ELEVATION)
NOTE: WHEN EQUIPPED
WITH A FOLDING SEAT, THE
TRANSFER SHOWER
COMPARTMENT MAY HAVE A
THRESHOLD 2" MAX WHERE
EXISTING CONDITIONS WILL
NOT ALLOW ALTERATIONS
INTO A STRUCTURAL SLAB.
CONTROLS SHALL BE
LOCATED WITHIN 15"
LEFT OR RIGHT OF
CENTERLINE OF THE
SF1�T PER ICC A117 °�
SECTION 608.5.1.
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1st Floor
12787 Gateway Dr
Tukwila, WA 98168
DESIGN
DRAWN
CHECKED
NO.
JPC
GB
CA
16-0427
REGISTERED
RCHITECT
_..._,._._.-=
DANIEL H. BUTLER
STATE OF WASHINGTON
7.12.2016 Permit Review Set
7.19.2016 Issue for Permit
0 8.19.2016 Permit Rev 1/CD Set
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PLAM UPPER CABINEf
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PLAM COUNTERTOP
PLAM BASE CA8INET
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RUBBER BASE
5 Elevation at Copy/Print
Scale: 3/8"=1 �-0"
PLAM UPPER CABINET
W/ (2) ADJUSTABLE
SHELVES
PLAM COUNTERTOP
PLAM BASE CABINEf
W/ ADJUSTABLE SHELF
RUBBER BASE
SOLID SURFACE TRANSACTION
TOP WITH 9"H SELF—EDGE
PLASTIC LAMINATE
WORKSURFACE
CONCEALED LED STRIP
1/2" WOOD PLANK OVER
1 /4" SHIM OVER 3/4"
PLWD OVER 2X4 WOOD
STUDS � 24" OC
RACEWAY FOR POWER/DATA
UTILITIES
4" RUBBER BASE
BLACK �L� CHANNEL AT
FLOOR LINE
g Reception Desk with Concealed Light Detail
Scale: 1 "=1'-0"
2'-0" U.N.O.
PLAM COUNTER TOP
AND BACKSPLASH
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Scale: 3/8"=1 '-0"
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EXTERIOR SURFI
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Scale: 1 "=1'-0"
3° WIRE PULI
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2'-0" U.N.O.
14 Base Cabinet with Drawer
Scale: 1 "=1'-0"
PLAM UPPER CABINEf
W/ (2) ADJUSTABLE
SHELVES
PLAM COUNTERTOP
PLAM BASE CABINEf
W/ ADJUSTABLE SHELF
RUBBER BASE
PLAM COUNTER TOP
AND BACKSPLASH
PROVIDE BLOCKING
BEHIND CABINET AND
IN WALL AS REQUIRED
MEIAMINE AT ALL
CABINET INTERIORS
TYPICAL
3/4" ADJUSTABLE
SHELF ON 2" O.C.
SHELF CLIPS
3 Reception Desk Elevation
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7 Elevation at Plotter Room
Sca le: 3/8"=1 '-0"
3/4�� THICK MELAMINE SHELF
K.V. #187 HEAVY DUTY BRACKEf
K.V. #87 HEAVY DUTY STANDARD
PROVIDE FIRE TREATED WOOD OR
METAL BLOCKING AS PER SHELF
SUPPLIERS RECOMMENDATIONS
1'-4"
4'-0'� A.F.F.
11 Standards and Brackets
Scale: 1 "=1'-0"
3" WIRE PULLS
HEIGHT OF DRA'
TO BE EQUAL E
ON OVERALL C�
HEIGHT
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4" RUBBER BA�
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F5 LIGHT FIXTURE
12" D. SOLID SURFACE
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CONCEALED LED
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PLAM TRANSACTION
FACE OF DESK
4 Reception Desk Elevation
Scale: 1 /4"=1 �-0'�
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CABINEf INTERIORS
TYPICAL
g Elevation at Plotter Room
Scale: 3/8"=1 '-0"
PLAM AT ALL EXPOSED
EXTERIOR SURFACES
TYPICAL
CABINEf PULLS
PROVIDE BLOCKING
BEHIND CABINEf AND
IN WALL AS REQUIRED
PLAM AT ALL EXPOSED
SURFACES TYPICAL
PROVIDE DEDICATED
POWER OUTLET FOR
MICROWAVE lYPICAL
PLAM COUNTER TOF
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Gateway Corp. Ctr. Bidg 6
1st Floor
12787 Gateway Dr
Tukwila, WA 98168
DESIGN
DRAWN
CHECKED
NO.
JPC
GB
CA
16-0427
REGISTERED
RCHITECT
__.�--=
DANIEL H. BUTLER
STATE OF WASHINGTON
7.12.2016 Permit Review Set
7.19.2016 Issue for Permit
Qi 8.19.2016 Permit Rev 1/CD Set
��CFIVED
�ITV OF TUKWILA
AUG 1 9 2016
�'��NiIT CENrER
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18 mils STUDS (25 GA)
STUD STUD LIMITING WALL HEIGHT
SIZE SPACING NON—COMPOSITE COMPOSITE
162S125 � 2" 7'-8" 8'-10"
(1-5/8") 16" 6'-11" 8�-4"
24" 6'-1" 7'-11"
250S125 12" 10'-6" 11'-11'�
(2-1/2") 16'� 9'-7" 11'-3"
24" 8'-3" 10'-7"
362S125 12" 14'-0'� 15'-4"
3-5�8° 16" 12'-2" 14'-4"
24" 13'-5"
400S125 � 2" 16'-5"
�4»� 16" 15'-4„
24" 14'-2"
600S125 12" 22�-1"
�6„� 16" 19'—g„
24" 16'-9"
30 mils STUDS (20 GA — DRYWALL)
STUD STUD LIMITING WALL HEIGHT
SIZE SPACING NON—COMPOSITE COMPOSITE
162S125 12" 9�-3° 9'-11,�
(1-5/8") � 6„ 8�-5" 9'-2.,
24" 7�-4° 8'-3"
250S125 � 2" � 2'-9" 13'-2"
(2-1/2") 16" 11'-7" 12'-1"
24" 10'-2" 10'-9»
362S125 12" 17'-0" 17'-1„
3-5/8" � 6„ 15'-6'� 15'—g��
24° 13'-6" 14'-0"
400S125 � 2" 18'-5" 19'-0"
�4"� 16" 16'-8" 17'-6„
24" 14'-7" 15'-7"
600S125 � 2" 25'-2" 25'-6"
�6��� 16" 22'-11" 23'-2"
24�� 18'-11'� 20�-3'�
33 mils STUDS (20 GA)
STUD STUD LIMITING WALL HEIGHT
SIZE SPACING NON—COMPOSITE COMPOSITE-note 3
162S125 � 2" g'-6" 10'-4"
(1-5/8") 16" 8'-8„ 9�_8,�
24» 7'_7�� 8�_9"
250S125 12" �3'-2" 13'-11„
�2—�/2") �s" �2�-0" �2'—�0„
24" 10'-6" 11'-7".
362S125 �2" 17'-7" 17'-10"
3-5/8'� 16" 16'-0" 16'-5'�
24" 14'-0" 14'-9"
400S125 12" 19'-0" 19'-11"
�4"� 16" 17'-3" 18'-4„
24" 15'-1" 16'-5"
600S125 12" 26'-2" 26'-9"
�6��� 16" 23'-9" 24'-6"
24" 20'-6° 21'-7"
� Non-Bearin� Rlon-Structural Limiting� Wall Height Tables �
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NON—BEARING WALL HEIGHT TABLE NOTES
1. WALL HEIGHTS ARE BASED ON ALLOWABLE
DEFLECTION OF L/240.
2. WALLS ARE TO RECEIVE MINIMUM 1/2"
GWB BOTH SIDES.
3. IF WALL HEIGHT FOR COMPOSITE ACTION
IS USED, GWB IS TO BE FASTENED WITH
MINIMUM #6 SCREW AT 12" O.C.
4. HEIGHTS ARE BASED ON THE SSMA
CATALOG.
5. TABLES ARE BASED ON 5 PSF LATERAL
LOAD.
6. TABLES TO BE USED FOR NON—BEARING
NON—STRUCTURAL STUD WALLS ONLY.
7. MATERIAL GAUGES ARE FOR REFERENCE
ONLY.
8. WHERE GWB DOES NOT EXTEND TO TOP
OF STUDS USE LIMITING WALL HEIGHTS
FOR NON COMPOSITE WALLS AND PROVIDE
MECHANICAL BRACING OF STUD FIANGES
PER SSMA STANDARDS.
BRACING AS REQ'D
7&8
INSULATION TO EXTEND 2'-0" BEYOND
EACH SIDE OF WALL AS NOTED BELOW
CEILING AS SPECIFIED
ONE LAYER 5/8" GWB EACH SIDE OF WALL
INSULATION AS NOTED BELOW
CONT. MTL. RUNNER MECHANICALLY FASTENED TO
SUBFLOOR WITH 0.157'� DIA. HILTI XU EVERY 24"
O.C. (25 GA. TRACK 48" O.C. WITH 20 GA.), WITH
AN EMBED. DEPTH OF 3/4"
SPECIFIED BASE
1/8° FOAM TAPE
FINISHED FLOOR
w'�'� WALL HT. STUD SIZE �� STUD SPACING W� INSULATION FlRE RATING/ COMMENTS
TYPE THICKNESS THICKNESS yyp�� CEILING UL DESIGN N0.
� x'-x" 2 1/2" 30 Mils 24" O.C. 3 3/4'� - - REF.7ece/�-s.�x
FOR BRACING
*SB=SOUND ATTENUATION BATTS FR=FlRE RESISTIVE
g Extended Grid Ht. Partition
Scale: 3"=1'-0"
10 Typical Partition at Curtain Wall
Scale: 3/4"=1'-0"
SHIM AS REQ'D, SECURE TO GRID
INSULATION TO EXTEND 2�-0�� BEYOND EACH SIDE
OF WALL AS NOTED BELOW
CEILING AS SPECIFIED
PAINT REVEAL FLAT BLACK OR TAPED BLACK
INSULATION AS NOTED BELOW
ONE IAYER 5/8" GWB EACH SIDE OF WALL
MTL. STUDS — WIDTH, GA. & SPACING
AS NOTED BELOW
CONT. MTL. RUNNER MECHANICALLY FASTENED TO SUBFLOOR
WITH 0.157" DIA. HILTI XU EVERY 24" O.C. (25 GA. TRACK
48" O.C. WITH 20 GA.), WITH AN EMBED. DEPTH OF 3/4"
SPECIFIED BASE
FINISHED FLOOR
1/8" FOAM TAPE
WALL WALL HT. STUD SIZE S�� STUD SPACING WALL INSUlATION FlRE RATING/ COMMENTS
TYPE THICKNESS THICKNESS WALL CEILING UL DESIGN N0.
A 9'-0'� 2 1/2" 18 Mils 24�� O.C. 3 3/4�� - - - REF. 7&8/I-9.1X
FOR BRACING
3 Grid Ht. Partition
Sca le: 3"=1 '-0"
�
*SB=SOUND ATTENUATION BATTS FR=FlRE RESISTIVE
PROVIDE WALL BRACING � ALL NON—LOAD BEARING
WALLS SO THAT NO WALL HAS AN UNSUPPORTED
LENGTH GREATER THAN 9�-0'�.
EXCEPTION: WALLS THAT ARE 12'-0" OR LESS IN
LENGTH & SUPPORTED C� EA. END BY AN INTERSECTING
WALL OR STRUCTURE DO NOT REQUIRE WALL BRACING.
INTERSECTING WALLS ARE CONSIDERED AS WALL SUPPORTS.
WALLS MAY ONLY EXTEND UP TO 2'-0" BEYOND AND A
SUPPORT WITHOUT BEING SUPPORTED AT ITS END
FASTEN TO STRUCTURE ABOVE WITH
3/16" DIA. POWDER ACT. FASTENERS,
MIN. 1000 LB. PULLOUT (� STL.
DECK FASTEN W/ (2) #10 SCREWS)
ACOUSTICAL TILE CEILING
�;.Y � MEfAL CASING BEAD
2-1/2" (22 GA.) TRACK W/
;:;: (2) #10 SCREWS � 24" O.C.
PAINT EXPOSED SURFACES
FLAT BLACK
7 Partition Bracing Detail
Scale: 3"=1'-0"
DO NOT SECURE PARTITION TO GLAZING
SYSTEM, ATTACH AT WALL ABOVE AND
BELOW GLAZING
BOX STUD TO CONFORM TO SITE
CONDITIONS
LINE OF SILL (VARIES PER SITE
CONDITION)
MTL. STUD ATTACHED TO
VERTICAL MULLION W/ DOUBLE
SIDED (STICKY) FOAM TAPE
11 Typical Mullion/Partition Intersection
Scale: 3"=1'-0"
DESIGNED
DEFLECTION
�
�
� EXISTING STRUCTURE
FILL VOID WITH ACOUSTICAL SEALANT BOTH SIDES
- — (OUTER) DEFLECTION TRACK
- •� (INNER) HEAD TRACK
SECURE STUDS TO LEG OF HEAD TRACK
.;, ,--„--�,--�,--�;- INSULATION AS NOTED BELOW
�. �� ��� r� INSULATION TO EXTEND 2�-0" BEYOND EACH
•"�; ., , ,, , ., , ,, ,, . SIDE OF WALL AS NOTED BELOW
•;; � ( ��' CEILING AS SPECIFIED
"'• ONE LAYER 5/8" GWB EACH SIDE OF WALL
•; ••� CONT. MTL. RUNNER MECHANICALLY FASTENED TO
} (�,; SUBFLOOR WITH 0.157" DIA. HILTI XU EVERY 24" O.C.
�. ,a (25 GA. TRACK 48" O.C. WITH 20 GA.), WITH AN EMBED.
�.•; DEPTH OF 3/4"
.Y.; SPECIFIED BASE
t';;; ACOUSTICAL SEALANT BOTH SIDES
�•'•! FINISHED FLOOR
� ".•; .n
[ 1/8" FOAM TAPE
WALL HT. STUD SIZE �� STUD SPACING WALL INSULATION FlRE RATING/ COMMENTS
TYPE THICKNESS THICKNESS yypu. CEILIN6 UL DESIGN N0.
B 20'-0" 6" 30 Mils 16" O.C. 3 3/4" - - - -
*SB=SOUND ATiENUATiON BATfS FR=FIRE RESISTIVE
4 Full Ht. Partition
Scale: 3"=1'-0"
g Partition Bracing Detail
Scale: 3"=1'-0"
APPROVED "FIRE
EXTINGUISHER°
SIGNAGE — 3" HIGH
WHITE HELVEfICA
LEfTERING ON RED
BACKING OF 8"X12"
SIGN. PROVIDE
SIGNAGE ON ALL
FOUR SIDES OF
COLUMN ENCLOSURE
WHEN FIRE
EXTINGUISHER
OCCURS AT COLUM�
BUILDING STANDARD
FIRE EXTINGUISHER
CABINEf
WHEN LOCATED AT
COLUMNS, CABINEi'
AND SIGNAGE TO
BE CENTERED ON
COLUMN ENCLOSURE
TYPICAL, U.N.O.
r.
���.�� ,.�.� � .._..�
STUD WtDTH TO MATCH WALL; 20 GA.
TRACK CONNECTED TO CONC. SLAB
W/ 3/16" DIA. X 5/8" LONG POWDER
ACTIVATED FASTENERS (4 MIN.)
STRUCTURE ABOVE
STUD WIDTH TO MATCH WALL;
20 GA. BRACE � 6'-0" O.C. MAX.
2-1/2" X 20 GA. TRACK
ANCHORED TO CHANNEL
ACOUSTICAL TILE CEILING
BLOCKING AS REQUIRED
MEfAL CASING BEAD
22 GA. 2-1/2'� RUNNER & CONT.
FOAM PAD - ATTACH TO CEILING
GRID W/ (2) #10 SCREWS �
24° O.C. PAINT REVEAL FLAT BLACK
OR USE BLACK RUNNER
SEE PLANS FOR WALL TYPE
NOTE : INSTALL LOCAL ELECTRICAL AND TELEPHONE WALL
OUTLETS AND SWITCHPLATES AT NEAREST STUD FROM SCALED
LOCATION ON PLAN UNLESS SPECIFICALLY DIMENSIONED.
draulics
�
Gateway Corp. Ctr. Bldg 6
1st Floor
12787 Gateway Dr
Tukwila, WA 98168
DESIGN
DRAWN
CHECKED
NO.
JPC
GB
CA
16-0427
REGISTERED
RCHITECT
DANIEL H. BUTLER
STATE OF WASHINGTON
7.12.2016 Permit Review Set
7.19.2016 Issue for Permit
NOTE: HEIGHTS ARE AS NOTED 0 8•19.2016 Permit Rev 1/CD Set
UNLESS DIRECTED 8Y B/S TO
BE DIFFERENT
� 2 Typical Mounting Heights
Scale: N.T.S.
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AUG 1 � 20i6
F'ERNPIT CENTER
Construction Details
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PROVIDE CEILING EXPANSION
JOINTS AS NECESSARY DIVIDING
CEILING INTO AREAS NO
GREATER THAN 2,500 S.F.
� Expansion Joint for Ceiling Exceeding 2500 SF
Scale: 3"=1'-0"
�,
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3 �
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HANGER WIRE A
PERIMEfER MAI�
AND PERIMEfER
CROSS TEE
CAT. D, E & F
ATTACHED BERC2
BY ARMSTRONG
CEILING
ARMSTRONG STABILIZER
3AR OR OTHER SUITABLE
SYSTEM TO KEEP PERIMEfER
�OMPONENTS FROM
3PREADING APART
iYPICAL WALL MOULDING
3Y ARMSTRONG CEILING
TYPICAL HEAVY DUlY
SUSPENDED CEILING
�RID SYSTEM BY
ARMSTRONG
2 Suspended Ceiling @ Perimeter Support
Scale: 1 1 /2"=1 �-0"
N0. 9 GA. LATERAL SUPPORT WIRE WITHIN 3"
OF EACH CORNER OF LIGHT FIXTURE. SPLAY
WIRES AS SHOWN AND FASTEN TO BEAM OR
PURLIN. MIN. OF 3 WIRE TURNS EACH.
CONNECTION POINT
N0. 9 GA. LATERAL SUPPORT WIRE AT -
CENTER ENDS OF EA. FIXTURE. FIXTURE
SUPPORT WIRE SUPPLIED BY CEILING
CONTRACTOR �
3 Light Fixture Bracing Diagram
Scale: N.T.S.
� 60' MAX. TYP.
� 45'
�__
45'
��
RECESSED FLUORESCENT
FIXTURE
CROSS TIE
MAIN STRUCTURAL
RUNNER 4'-0" O.0
NOTES:
1. LATERAL BRACING CLUSTER: (4) 12 GA. GALV. SOFf-ANNEALED MILD STEEL WIRES SECURED TO MAIN RUNNER
WITHIN 2" OF CROSS 'T' AND SPLAYED 90 DEGREES FROM EACH OTHER AT 45 DEGREES MAX. ABOVE HORIZONTAL.
CLUSTERS PLACED 12'-0" O.C. MAX. AND 6'-0" MAX. FROM EACH WALL. WIRES SHOULD BE TAUT WITHOUT
CAUSING CEILING TO LIfT.
2. SUSPENSION WIRE: 12 GA. GALV. SOFf-ANNEALED MILD STEEL WIRE ENCASED IN �" DIAM. CONDUIT (FOR UPLIFT
RESTRAINT); SECURE WIRE TO MAIN RUNNER WITHIN 2° OF CROSS 'T�. CONDUIT TO OCCUR AT EVERY L4TERAL
BRACING CLUSTER AND SUSPENSION WIRES TO OCCUR AT 4'-0" O.C. MAX. EACH WAY.
3 TURNS MIN.
WITHIN 3" TYP.
NOTE #1
FASTEN RUNNERS
TO PERIMEfER
WALL ANGLE AT
(2) ADJACENT
SIDES. PROVIDE
MIN. 2" WIDE
WALL ANGLE
MAIN RUNNER,
HEAVY DUTY
CROSS 'T" —
�
2" MAX. TYP.
45'
NOTE #2
NOTE #1
�P� RUNNER ENDS AT
OPPOSITE WALLS
TO FLOAT FREE
ON PERIMEfER
ANGLE. PROVIDE
3/4" CLEARANCE
VIEW SHOWING LATERAL BRACING \� BEfWEEN ENDS OF
CLUSTER AND SUSPENSION WIRE GRID & WALL
4 Ceiling Bracing Diagram
Scale: N.T.S.
(E) CONCREfE
OVER METAL DECK
�f
CEILING CLIP W
(1)-0.157"� HI
X-J EMBEDOED
1-1 /2" I NTO
UPPER FLUTE
(3) TURNS WITF
1-1/2" OF ENI
OF WIRE
SEISMIC BRACE
WIRE
CEILING CLIP
(1)-0.157"� f
X-J EMBEDDE
1-1 /2" INTO
UPPER FLUTE
COMPRESSION
STRUT PER
4/I-9.2
(E) CONCRETE
OVER MEfAL DECK
\J
(2) #8 SCREWS
g Seismic Wire/Compression Strut Connection
Scale: 3"=1'-0"
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draulic�
Gateway Corp. Ctr. Bldg 6
1st Floor
12787 Gateway Dr
Tukwila, WA 98168
I��
DESIGN
DRAWN
CHECKED
NO.
JPC
GB
CA
16-0427
REGISTERED
RCHITECT
DANIEL H. BUTLER
STATE OF WASHINGTON
7.12.2016 Permit Review Set
7.19.2016 Issue for Permit
8.19.2016 Permit Rev 1/CD Set
�iCC;EfVEU
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AUG � s Zo�s
# �RNdIT CENTER
Ceiling Details
�O 2016, JPC Archftects, PLLC
T
_
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z
BLDG. STD. 3'-0" X 7'-0"X
1-3/4" SC, FLUSH PANEL
WOOD DOOR (HOLLOW MEfAL
AT EXTERIOR)
FINISH: BLDG. STD. STAIN
iE, AS SPECIFIED
� Door Type A
Scale: 3/8"=1 �-0"
NOTE: PROVIDE ADDITIONAL
BRACING AS REQUIRED
DOOR PER � ��2�� 5�� 1 1/2"
SCHEDULE �
�
�
� ELECTRICAL � �2�° np,
� BOX WHERE
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� INDICATED � �� ��• �
ON P(AN ��\���� ����
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SPECIFIED PARTITION ----
BUILDING STANDARD
WOOD VENEER FRAME,
BUILDING STANDARD FINISH
q. Door/Relite Jamb
Scale: 6"=1'-0"
DOOR PER
SCHEDULE
SHIMAS R�.�.,,,.��
SILL BELOW
BUILDING STANDARD
WOOD VENEER FRAME,
BUILDING STANDARD
FINISH
DOUBLE STUDS AT EACH
SIDE OF JAMBS
SPECIFIED PARTITION
2 Door Type B
Scale: 3/8"=1 �-0"
BLDG. STD. 3'-0" X 7'-0"X
1-3/4�� SC, FLUSH PANEL WOOD
DOOR
FINISH: BLDG. STD. STAIN
1/4" TEMPERED SAFEiY GLASS
PER IBC SEC. 2406
AS SPECIFIED
� PER SCHED. �
5 Door Type D
Scale: 3/8"=1 '-0"
1/2" THICK
STOP
1/4" TEMPE
GLASS SET '
TAPE AT EN�
PERIMETER
SILL BELOW
SHIM AS RE.�.,,,.�.,
UMINUM FRAME FULLY GLAZED
CTIONAL ROLL—UP DOOR.
�NUFACTURER: OVERHEAD DOOR
RIES 422 (420 AT SIMILAR)
ERIES 511 ALTERNATE) OR
'PROVED EQUAL (INSTALLATION
R MANUFACTURER'S
QUIREMENTS).
7 Door Jamb (Head Similar) g Relite Jamb (Head Similar)
Scale: 6"=1 �-0" Scale: 6"=1'-0"
1 /2" THICK WOOD
STOP
5 1 /4��
1/4" TEMPERED SAFETY
GLASS SEf WITH GLAZING
TAPE AT ENTIRE PERIMETER
� � r ,�,,f,� ,;;� ;� ;y.-„ ,� ;;if�:%; y� ... ...,. . , J�.'
� 3 N '� ,%%� -=;%;=%,;;;%:;;�;;,-;-='='�;;f� `%'%= �_%;:%; BUILDING STANDARD
o 'o � �� ,.; �;:% ��: ;�=Y,-;s=,,,; .��'::r",r-ii�;�'i'-� ,
m '����-��%' WOOD VENEER FRAME,
',�r ,'%'i ;;� ,/r:%'v�,o„�,,: ��;f�;: r; issf �;� �:�r
� a SHIM AS REQUIRED '''' �� %�% BUILDING STANDARD
� �=f -� r'f `'f FINISH
� $; i i ,
� � F; ;
j X . i � ' �3/4" TYP.
� � �
� � �,
�m " � �
� � ' '• ; ; •� '.�� SPECIFIED PARTITION
o� ; ; .
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_ � �
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o m
J F
� a �: 1 I'. SPECIFIED BASE
' i i v •.;.:
a .�• : 1 � � �, :.' SPECIFIED FINISH
� � I � FLOORING
� I I
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� E 10 Glazing Sill
a�
� � Scale: 6"=1'-0"
5 1 /4"
11 Glazin� Sill
Scale: 6"=1'-0"
,
BUILDING STANDARD
WOOD VENEER FRAME,
BUILDING STANDARD
FINISH
DOUBLE STUDS AT EACH
SIDE OF JAMBS
SPECIFIED PARTITION
1/4" TEMPERED SAFETY
GLASS SET WITH GIAZING
TAPE AT ENTIRE PERIMEiER
SHIM AS REQUIRED
BUILDING STANDARD
WOOD VENEER FRAME,
BUILDING STANDARD
FINISH
VERIFY MINIMUM 1/8"
CLEARANCE ABOVE
SPECIFIED FINISH FLOORING
3 Door Type C
Scale: 3/8"=1 �-0"
BLDG. STD. 3'-0" X 7'-0"X
1-3/4" SC, FLUSH PANEL
WOOD DOOR
FINISH: BLDG. STD. STAIN
1/4" TEMPERED SAFETY GLASS
PER IBC SEC. 2406
NOTE � DOOR/RELITE
COMBINATION: PROVIDE
METAL STUD KICKERS
SUPPORT UP TO STRUCT.
FOR STABILITY.
6 Door Type E
Sca le: 3/8"=1 '-0"
BLDG. STD. 3'-0" X 7�-0"X
1-3/4" SC, FLUSH PANEL
WOOD DOOR
FINISH: BLDG. STD. STAIN
1/4" TEMPERED SAFETY GLASS
PER IBC SEC. 2406
NOTE � DOOR/RELITE
COMBINATION: PROVIDE
MEfAL STUD KICKERS
SUPPORT UP TO STRUCT.
FOR STABILITY.
� � /2° � � /z" 2'-0�� � � /2" �
� �2" 1Yp d-
BUILDING STANDARD '
.n �.vii ��v i nni���v��
WOOD VENEER FRAME, WITH DOUBLE STUDS
BUILDING STANDARD AT JAMB CONDITIONS
FINISH
g Door/Relite Jamb
Scale: 6"=1'-0"
� �2,�
. . ..,»
� 2 Intermediate Jamb
SCQIB: 8�=� �—�u
1 /2'� THICK WOOD
STOP
1 /4" TEMPERED SAFEf`f
GLASS SEf WITH
GLAZING TAPE AT
ENTIRE PERIMETER
SILL BELOW
BUILDING STANDARD
WOOD VENEER FRAME,
BUILDING STANDARD
FINISH
Hardware Sets:
HS-1 SINGLE NON—RATED DOOR WITH LATCHSEf
QTY 1-1/2 PAIR — BUTT HINGES
QTY 1 — LEVER LATCHSET
Q1Y 1— BLDG STD. DOOR STOP
QTY 1 SEf — SILENCERS
HS-3 SINGLE NON—RATED DOOR WITH CARD READER
QTY 1-1/2 PAIR — BUTT HINGES
Q1Y 1 — LEVER LOCKSET
QTY 1— SURFACE MTD. CLOSER
QTY 1 — ELECTRIC STRIKE
QTY 1— BLDG STD. DOOR STOP
QTY 1 SEf — SILENCERS
HS-2 SINGLE NON—RATED DOOR WITH LOCKSEf
Q1Y 1-1/2 PAIR — BUTT HINGES
QTY 1— LEVER CYLINDER LOCKSEf
QTY 1— BLDG STD. DOOR STOP
QTY 1 SEf — SILENCERS
HS-4 SINGLE NON—RATED LATCHING DOOR W/ CLOSER
QTY 1-1/2 PAIR — BUTT HINGES
QTY 1 — LEVER LATCHSEf
QTY 1— SURFACE MTD. CLOSER
QTY 1— BLDG STD. DOOR STOP
QTY 1 SEt — SILENCERS
HS-5 SINGLE NON—RATED LOCKING DOOR W/ CLOSER HS-6 DOUBLE NON—RATED DOOR WITH LATCHS�
QTY 1-1 /2 PAIR — BUTT HINGES QTY 3 PAIR — BUTT HINGES
QTY 1— LEVER LOCKSEf QTY 1— LEVER LATCHSET W/DUMMY TRIM ON
QTY 1— SURFACE MTD. CLOSER W/ 90—DEGREE INACTIVE LEAF
HOLD OPEN QTY 2— BLDG STD. DOOR STOP �
QTY 1— BLDG STD. DOOR STOP Q1Y 1 PAIR — FLUSH EDGE BOLTS
QTY 1 SEf — SILENCERS Q1Y 2 SEf — SILENCERS
HS-7 DOUBLE NON—RATED DOOR WITH LOCKSEf
QTY 3 PAIR — BUTT HINGES
QTY 1— LEVER LOCKSEf W/ DUMMY TRIM ON
INACTIVE LEAF
QTY 2— BLDG STD. DOORSTOP
QTY 1 PA►R - FLUSH EDGE BOLTS
QTY 2 SEf — SILENCERS
Door Schedule:
N0. TYPE SIZE
100 EX PER ELEV.
101 C 3'-0" x 7�-0'�
102 C 3'-0° x 7�-p"
103 C 3'-0" x 7�-0°
107 E 3'-0" x 7'-0"
115A A 3'-0" x 7'-0"
115B A 3'-0" x 7�-0��
115C D 10'-0" x 12'-0"
116 C 3'-0" x 7'-0"
118 C 3'-0" x 7�-0°
119 C 3'-0" x 7'-p„
120 C 3�-0" x 7�-0��
121 PR-A 6'-0" x 7'-0"
122A PR-A 6'-0" x 7'-0"
122B D 10�-0" x 12�-0"
122C A 3'-0" x 7'-p"
123 A 3'-0" x 7'-p„
124 D 12�-0" x 9�-p,�
126 A 3'-0" x 7'-p„
128 A 3'-0" x 7'-p"
129 A 3'-0" x 7'-0„
131 C 3'-0" x 7'-0"
132 C 3'-0" x 7'-0'�
133 C 3�-0" x 7'-0'�
134 C 3�-0° x 7'-0��
135 C 3�-0" x 7�-0��
136 C 3'-0" x 7�-0"
137 C 3'-0" x 7'-p"
139 8 3'-0" x 7'-p��
140A D 10�-0" x 12'-0"
140B A 3'-0" x 7'-0°
FRAME HDWE RATING
WD 2
WD 2
WD 2
WD 2
WD 2
HM
AL
WD 2
WD 2
WD 2
WD 2
WD 7
WD 7
AL
HM
WD 2
AL
WD 1
WD 1
WD 2
WD 2
WD 2
WD 2
WD 2
WD 2
WD 2
WD 2
WD 1
AL
MTL
Remarks:
1. RE-USE DOOR/FRAME FROM EXISTING SALVAGED DOORS THAT MATCH
2. BI-FOLD CLOSEf DOOR
3. DOOR TO HAVE BUILDING STANDARD CARD READER.
4. REQUIRED EXIT DOOR.
5. PROVIDE 80% FROSTED OPAQUE FILM ON GLASS
REMARKS
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Gateway Corp. Ctr. Bldg 6
1st Floor
12787 Gateway Dr
Tukwila, WA 98168
DESIGN
DRAWN
CHECKED
NO.
JPC
GB
CA
16-0427
REGISTERED
RCHITECT
DANIEL H. BUTLER
STATE OF WASHINGTON
7.12.2016 Permit Review Set
7.19.2016 Issue for Permit
� Qt 8.19.2016 Permit Rev 1/CD Set
1
1
1
1
1
1
R�C�IVED
�lTl� OF TUKWILA
AUG 1 9 2016
?��Rl�lT C�:�liER
Door Schedule
Elevations Details
OO 2016, JPC Arohltects, PLLC
i