HomeMy WebLinkAboutPermit D16-0147 - KEYENCE CORPORATION OF AMERICA - TENANT IMPROVEMENTI�:EYENCE CORPORATION OF
AMERICA
16040 CHRISTENSEN RD 205
D16-0147
�� � City of Tukwila
' �` A Department of Community Development
�, �;-.,
* 6300 Southcenter Boulevard, Suite #100
Tukwila, Washington 98188
'' ` Phone: 206-431-3670
Inspection Request Line: 206-438-9350
Web site: http://www.TukwilaWA.gov
DEVELOPMENT PERMIT
Parcel No: 2523049039
Address: 16040 CHRISTENSEN RD 205
Project Name: KEYENCE CORPORATION OF AMERICA
Owner:
Name: BRCP RIVERVIEW PLAZA LLC
Address: 248 HOMER AVE , PALO ALTO, WA,
94301
Contact Person:
Name: NANCY ANDERSON
Address:
Contractor:
Name:
16040 CHRISTENSEN RD , TUKWILA,
WA, 98188
PATTISON GENERAL CONTRACTOR
Address: 15235 NE 90TH ST BLDG U,
REDMOND, WA, 98052
License No: PATTIGC917C7
Lender:
Name:
Permit Number: D16-0147
Issue Date: 7/6/2016
Permit Expires On: 1/2/2017
Phone: (206) 373-7130
Phone:(425)978-8222
Expiration Date: 2/27/2017
Address: , , ,
DESCRIPTION OF WORK:
TENANT IMPROVEMENT WHICH INCLUDES EXPANSION INTO CONTIGUOUS SUITE. DEMO, ADDITION OF NEW
WALLS, CABINETS, NEW FINISHES, CARPETAND PAINT.
Project Valuation: $127,953.00 Fees Collected: $2,978.82
Type of Fire Protection: Sprinklers: YES
Fire Alarm:
Type of Construction: VB Occupancy per IBC: B
Electrical Service Provided by: TUKWILA Water District: TUKWILA
Sewer District: TUKWILA
Current Codes adopted by the City of Tukwila:
International Building Code Edition:
International Residential Code Edition:
International Mechanical Code Edition:
Uniform Plumbing Code Edition:
International Fuel Gas Code:
Public Works Activities:
2015 National Electrical Code:
2015 WA Cities Electrical Code:
2015 WAC 296-466:
2015 WA State Energy Code:
2015
2014
2014
2014
2015
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: "�o� �
I hearby certify that I have read and examined this permit and know the same to be true and correct. All
provisions of law and ordinances governing this work will be complied with, whether specified herein or not.
The granting of this permit does not presume to give authority to violate or cancel the provisions of any other
state or local laws regulating construction or the performance of work. I am authorized to sign and obtain this
development permit and agree to the conditions attached to this permit.
Signatu
Print N�
Date: �
This permit shall become nuil and void if the work is not commenced within 180 days for the date of issuance, or if
the work is suspended or abandoned for a period of 180 days from the last inspection.
PERMIT CONDITIONS:
1: ***BUILDING PERMIT CONDITIONS***
2: Work shall be installed in accordance with the approved construction documents, and any changes made
during construction that are not in accordance with the approved construction documents shall be
resubmitted for approval.
3: All permits, inspection record card and approved construction documents shall be kept at the site of work
and shall be open to inspection by the Building Inspector until final inspection approval is granted.
4: New suspended ceiling grid and light fixture installations shall meet the seismic design requirements for
nonstructural components. ASCE 7, Chapter 13.
S: 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.
6: All construction shall be done in conformance with the Washington State Building Code and the
Washington State Energy Code.
7: There shall be no occupancy of a building until final inspection has been completed and approved by
Tukwila building inspector. No exception.
8: 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.
9: 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.
10: 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).
11: All electrical work shall be inspected and approved under a separate permit issued by the City of Tukwila
Permit Center. �
12: 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.
13: All mechanical work shall be inspected and approved under a separate permit issued by the City of Tukwila
Permit Center (206/431-3670).
17: 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)
14: 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)
15: 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)
16: Fire extinguishers require monthly and yearly inspections. They must have a tag or label securely attached
that indicates the month and year that the inspection was performed and shall identify the company or
person performing the service. Every six years stored pressure extinguishers shall be emptied and
subjected to the applicable recharge procedures. If the required monthly and yearly inspections of the fire
extinguisher(s) are not accomplished or the inspection tag is not completed, a reputable fire extinguisher
service company will be required to conduct these required surveys. (NFPA 10, 7.2, 7.3)
18: Maintain fire extinguisher coverage throughout.
19: 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)
20: 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)
21: Exit hardware and marking shall meet the requirements of the International Fire Code. (IFC Chapter 10)
22: Door handles, pulls, latches, locks and other operating devices on doors required to be accessible by
Chapter 11 of the International Building Code shall not require tight grasping, tight pinching or twisting of
the wrist to operate. (IFC 1008.1.9.1)
23: 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)
31: 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)
32: 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)
33: 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)
26: 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)
24: 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).
27: The maximum flame spread class of finish materials used on interior walls and ceilings shall not exceed that
set forth in Table No. 803.9 of the International Building Code.
28: In order to provide you with the fastest police and fire protection under emergency conditions, please post
your suite, room or apartment number in a conspicuous place near the main entry door.
25: Contact The Tukwila Fire Prevention Bureau to witness all required inspections and tests. (City Ordinances
#2436 and #2437)
29: Any overlooked hazardous condition and/or violation of the adopted Fire or Building Codes does not imply
approval of such condition or violation.
30: These plans were reviewed by Inspector 511. If you have any questions, please call Tukwila Fire Prevention
Bureau at (206)575-4407.
PERMIT INSPECTIONS REQUIRED
Permit Inspection Line: (206) 438-9350
1700 BUILDING FINAL**
0611 EMERGENCY LIGHTING
1400 FIRE FINAL
0409 FRAMING
0606 GLAZING
0406 SUSPENDED CEILING
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CITY OF TUKWILA
Contmunity Developme�:t Deparbneiit
Public Works Deparhnent
Permit Center•
6300 Southcenter Blvd., Suite 100
Tukwila, WA 98188
http://www.TukwilaWA.gov
SITE LOCATION
Building Permit No.
Project No.
Date Application Accepted: �
Date Application Expires:
(For o�ce :�se only)
CONSTRUCTION PERMIT APPLICATION
Applications and plans must be complete in order to be accepted for plan review.
Applications will not be accepted through the mail or by fax.
**Please Print**
King Co Assessor's Tax No.:
S�te Address: 16040 Christensen Road, Tukwila, WA Suite Number: 205 Floor: 2
Tenant Name: �YENCE CORPORATION OF AMERICA New Tenant: ❑.....Yes m..No
PROPERTY OWNER
Name: Broadreach Capital Partners
Address: 248 Homer Ave
City: palo Alto State: CA Z'p' 94301
CONTACT PERSON — person receiving all project
communication
Name: Nancy Anderson/LJNICO
Address: 16040 Christensen Road, Suite #100
City: Tukwila State: WA Zip: 98188
Phone: �206) 373-7130 Fax:
Email: nancya@unicoprop.com
GENERAL CONTRACTOR INFORMATION
Company Name: pattison General Contractors
Address: 15235 NE 90th St., Building U
city: Redmond state: WA Z'p� 98052
Phone: �425) 497-8222 Fax:
Contr Reg No.: pATTIGC917C7 Exp Date:
Tukwila Business License No.:
H:Wpplications\Fortns-Applicatio� On Linc1201 I Applications�Pertnit Apptiwtion Rc�7sed • 8-9•] I.docx
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ARCHITECT OF RECORD
Company Name: �]�Iare Malcomb
Architect Name: Natalee Roeser/Vicki Somppi
Address: 3015 112th Ave. NE #205
City: Bellevue State: wA Z'P: 98104
Phone: �425) 670-6706 Fax:
Email: nroeser@waremalcomb.com
ENGINEER OF RECORD
Company Name:
Engineer Name:
Address:
City: State: Zip:
Phone: Fax:
Email:
LENDER/BOND ISSUED (reyuired for projects $5,000 or
greater per RCW 1927.095)
Name: Broadreach Capital Partners
Address: 248 Homer Ave.
City: palo Alto State: CA Z'p' 94301
Page 1 of 4
BUILDING PERMIT INFORMATION — 206-431-3670
Valuation of Project (contractor's bid price): $ 127,953 Existing Building Valuation: $
Describe the scope of work (please provide detailed information):
Tenant Improvement which includes expansion into contiguous suite. Demo, addition of new walls, cabinets, new finishes, carpet
and paint
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
1 � Floor
2 Ftoor 3,561 3,561
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 materials a�ad storage locatia�s on a se�arate 8-1/2"x I1 " paper including quantities and Materia! Safe1J� Da1a Sheels.
SEPTIC SYSTEM
❑....... On-site Septic System — For on-site septic system, provide 2 copies of a current septic design approved by King County Health
Department.
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PUBLIC WORKS PERMIT INFORMATION — 206-433-0179
Scope of Work (please provide detailed information):
Call before you Dig: 811
Please refer to Public Works Bulletin #1 for fees and estimate sheet.
Water District
❑ ...Tukwila ❑ ... Water District #125 ❑ .. Highline
❑ ... Water Availability Provided
Sewer District
❑ ...Tukwila ❑... Valley View ❑ .. Renton
❑ ...Sewer Use Certificate ❑...Sewer Availabiliry Provided
❑ .. Renton
❑ .. Seattle
Sep6c 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 Anplication (mark boxes which applv):
❑...Civil Plans (Maximum Paper Size — 22" x 34")
❑...Technical Information Report (Storm Drainage) ❑.. Geotechnical Report ❑...Traffic Impact Analysis
❑ ...Bond ❑ .. lnsurance ❑ .. Easement(s) ❑ .. Maintenance Agreement(s) ❑ ...Hold Harmless — (SAO)
❑ ...Hold Harmless — (ROW)
Proposed Activities (mark boxes that analv):
❑...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
Ircigation
Domestic Water
❑ .. Work in Flood Zone
❑ .. Storm Drainage
❑ .. Abandon Septic Tank
❑ .. Curb Cut
❑ .. Pavement Cut
❑ .. Looped Fire Line
❑ ...Permanent Water Ivleter Size... � WO #
❑ ...Temporary Water Meter Size.. �� WO #
❑ ...Water Only Meter Size............ " WO #
❑ ...Sewer Main Extension .............Public ❑ Private ❑
❑ ...Water Main Extension .............Public ❑ Private ❑
FINANCE INFORMATION
Fire Line Size at Property Line _
❑ ...Water ❑ ...Sewer
Monthlv Service Bi11inQ to:
❑ .. Grease Interceptor
❑ .. Channelization
❑ .. Trench Excavation
❑ .. Utility Undergrounding
❑ ...Deduct Water Meter Size �
Number of Public Fire Hydrant(s)
❑ ...Sewage Treatment
Name: Day Telephone:
Ivlailing Address:
Water Meter RefundBilline:
Mailing
City
Day Telephone:
City
Statc Zip
Statc Zip
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PERMIT APPLICATION NOTES —
Value of Construction — In all cases, a value of constniction amount should be entered by the applicant. This fgure 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 l80 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 ] 05.3.2 International Building Code (current edition).
I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE UNDER
PENALTY OF PERJURY BY THE LAWS OF THE STATE OF WASHINGTON, AND I AM AUTHORIZED TO APPLY FOR THIS PERMIT.
Date: 06/08/2016
Print Name: Nancy Anderson, �VICO PM Day Telephone: (206) 373-7130
Mailing Address: 16040 Christensen Road, #100 Tukwila WA 98188
City State Zip
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Date Paid: Wednesday, June 08, 2016
Paid By: NANCY ANDERSON
Pay Method: CREDIT CARD 097631
Printed: Wednesday, June 08, 2016 9:25 AM 1 of 1 �����
SY57EM5
� INSPECTION RECORD
Retain a copy with permit j� r��� �
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. a Gorrections required prior to approval.
� REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be
paid at 6300 Southcenter Blvd.. Suite 100. Call to schedute reinspection.
INSPECTION RECORD �
� Retain a copy with permit �C ��,4 7
INSPECTION N0. PERMIT N0.
CITY OF TUKWILA BUILDING DIVISION
6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670
Permit Inspection Request Line (206) 438-9350
�Approved per applicable codes. � Corrections required prior to approval.
COMMENTS:
Inspector: Date: '
�> ��
U 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 �!� Uj� 7
INSPECTION N0. PERMIT N0.
CITY OF TUKWILA BUILDING DIVISION .
6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670
Permit Inspection Request Line (206) 438-9350
� Approved per applicable codes. � Corrections required prior to app�oval.
U paid at 6300 Southcenter Blvd.. Suite 100. Calt to schedule reinspection.
� �� INSPECTION RECORD
Retain a copy with permit ��b —� 7
INSPfCTION N0. PERMIT N0.
CITY OF TUKWILA BUILDING DIVISION -
6300 Southcenter Blvd., #100, Tukwila. WA 98188 Q06) 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. Call to schedute reinspection.
INSPECTION RECORD �
/ Retain a copy with permit �j� ✓ 6fy�
INSP ION N0. PERMIT N0.
CITY OF TUKWILA BUILDING DIVISION
6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670
Permit Inspection Request �ine (206) 438-9350
� Approved 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. Call to schedule reinspection.
INSPECTION RECORD ��� - al �( `7
� Retain a copy with permit /(1— �' -/� �
INSPECTION NUMBER PERMIT NUMBERS
CITY OF TUKWILA FIRE DEPARTMENT
206-575-4407
Project: Jl Type of Inspection:
t�� � �P 1,.�C P �� � � �4 L / i l�-2 � i ��'r'�..
Address: ��o c�� ��r, 5-�-�d� ��4� �Zj� Contact Person: '
Suite #: �o �
Special Instructions: Phone No.:
�
� Approved per applicable codes. � Corrections required prior to approval.
COMMENTS:
� '� , ,�.� �t� - o (c_
� � r�c � ' { rJ./i 2- _ d (C- �
Needs Shift Inspection: Sprinklers:
Fire Alarm: Hood & Duct:
Monitor: Pre-Fire:
Permits: Occu anc T e:
Inspector:
Date: � ��3� �,(� 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:
Comnanv Name:
State:
Word/Inspection Record Form.Doc 3/14/14 T.F.D. Form F.P. 113
INSPECTION RECORD �/ � — c�1�/ 7
� Retain a copy with permit /� - �' - /� �
INSPECTION NUMBER PERMIT NUMBERS
CITY OF TUKWILA FIRE DEPARTMENT
206-575-4407
Project: /i �, � � � � � Type of Inspection:
�
� CmU-E�r'
�
Address: � 6�� G� � ��-�-� �,r ;�, �,.i Contact Person:
Suite #: ��
Special Instructions: Phone No.:
,
f�-Approved per applicable codes. � Corrections required prior to approval.
✓
COMMENTS:
, •
� s� �'�-� �I' -- � iC...
Needs Shift Inspection: Sprinklers:
Fire Alarm: Hood & Duct:
Monitor: Pre-Fire:
Permits: Occupanc T e:
�$100.00 REINSPECTION FEE REQUIRED. You will receive an invoice from
the City of Tukwila Finance Department. Call to schedule a reinspection.
Word/Inspection Record Form.Doc 3/14/14 T.F.D. Form F.P. 113
�► 2012 Washington State Energy Code Compliance Forms for Commercial, Group R1, and > 3 story R2 and R3
,
• • •
2012 Washington State Energy Code Compliance Forms for Commercial, Group R1, and > 3 story R2 and R3 Revised June 2013
Project Info ProjectAddress 16090 Christensen xa ste 202 a 2ozs Date 5/31/2016
� I For Building Department Use
Applicant Name: xataiee noeser
ApplicantAddress: 3oi5 iizth ave NE Suite 205 Bellewe WA 98104
AppI1C2�t Ph0112: 425.582. 5513
Project Description ❑ New Building ❑ Addition (� Aiteration
� Plans Included
Lighting Compliance � Lighting Power Density Calculations Q Total Building Performance
Path (lf %tal Buitding Performance then only LGT-CHK rs required.)
Interior LighHng � Building Are e ��' lace-by-space Method
Compliance Option VIEWED F�i.
Interior Lighting System ' � APPROVED ��Tj'y (�� �'l1�iCVViLA
Description
JUL o i 2D16 JU� 0 9 2016
Briefly describe lighting ' /, � ,
system type and features. � `� �
�i o� `Tukuvil� PERIIAIT �ENTER
Additions and Change of Space Use (C .. ..
❑ Addition area or Change of Space Use area complies with all applicable provisions as stand alone project
� Addition area or Change of Space Use area is combined with existing building lighti�g systems to demonstrate
compliance with all applicable provisions
Provide Building Area Method (LTG-INT-BLD) or Space-By-Space Method (LTGINT-SPACE) Compliance Form. Document maximum
allowed and proposed (including exisfing if applicable) lighting wattage ofAddition or Change of Use scope. Provide applicable
lighting controls per C405.2 and commissioning of lighting controls per C405.13.
Alterations, Renovations and Repairs (C101.4.3.1)
� 60% or more of luminaires in space replaced
Provide Building Area Method (LTG-INT-BLD) or Space-By-Space Method (LTG-INT-SPACE) Compliance Form. Document maximum
allowed and proposed (including existing) lighting waftage of project scope
� Less than 60% of luminaires in space replaced
Provide Space-by-space Method (LTG-INT-SPACE) Compliance Form. Document existing total wattage in space and proposed
(including existing) lighfing wattage of project scope
� Lamp and/or bailast replacement within existing luminaires only — existing total interior building wattage not increased
� New wiring installed to serve added fixtures and/or fixtures relocated to new circuit
Provide appficable manual lighting controls (C405.2.1), occupancy sensors (C405.2.2.2), daylight zone controls (C405.2.2.3), specifrc
application confrols (C405.2.3), and commissioning of lighting contro/s per C405.13
� New or moved lighting panel
Provide a!l applicab/e lighting controls as noted for New Wiring, automatic time switch contro/s (C405.2.2.1), and commissioning of
lighting controls per C405.13.
� Space is reconfigured - luminaires unchanged or moved only
Provrde all applicab/e lighting controls as noted for New Wiring and commissioning of lighting controls per C405.13.
(� No changes are being made to the interior lighting and space use not changed.
t 2012 Washington State Energy Code Compiiance Forms for Commercial, Group R1, and > 3 story R2 and R3
� - -
2012 Washington State Energy Code Compliance Forms for Commercial, Group R1, and > 3 story R2 and R3
Project Info Project Address 16040 Christensen xa sce zo2 s zo2s
Natalee Roeser
Maximum Allowed Lighting Wattage
Location (plan #,
room #, or ALL) Space Type*
CONF 202,203,205 Conference/meeting/multipurpose
TECH RM pffice - Enclosed
204,207,209,210,
OPEN OFFICE 201 Office - Open plan
BREAR RM 206 Dininq area: Bar/lounge/leisure dininq
STOR. 209 Storage
ZT CLOSET 203A Electrical/mechanical
9ALLWAY 212 Corzidor/transition
Atrivm*• 8ater Height:
Retail Diaplay Allorance from LGT-INT-DISPLAY
` Select Table C405.5.2(2) category from drop down menu.
** For atriums, indicate height.Allowed wattage for first 40 feet is 0.03 W/ft. ht.,
above 40 feet is 0.02 W/ft. ht.
Proposed Li;
Location (plan #,
room #, or ALL)
CONF 202,203,205
CONF 205
OPEN OFFZCE 201
SREAK RM 206
STOR. 209
IT CLOSET 203A
eai.r.wAx 2i2
ng Wattage
Fixture Description
(Include exempt equipment per Note
2X4 INDIRECT LZGAT FZXTORE
RECESSED DOFINLIGAT
NEW 2X4 INDIRECT LIGHT FIXTIIAE
RELOCATED/NEW 2X4 INDIRECT LIGHT FIXTUAE
NEW 2X4 INDIRECT LIGHT FIXTURE
NEN 2X4 INDIRECT LIGHT FIXTURE
NEiQ AECESSED DOWNLIGHT
NEW 2X4 INDIRECT LIGHT FIXTURE
Allowed
atts per ft�
1.23
1.11
0.98
1.31
0.63
0.95
0.66
Revised June 2013
Date 5/31/2016
For Building Department Use
Area in ft2
549
593
1303
252
75
28
268
(watts/ft2 x area)
675
658
1277
330
97
27
177
Area Allowed Watts
Total 3068�- 3191
Number of Watts/ Watts
Fi�ures Fixture Proposed
7 64 448
9 26 104
11
ig
4
2
1
4
IAetail Dieplay Lightiag from LGT-INT-DISPLAY I '-
Total Proposed Watts may nof exceed Total A/lowed Watts for Infe�or Lighting Total Proposed
64
64
64
64
26
64
704
1152
256
128
26
256
3074
Notes:
1. For proposed Fixture Description, indicate fixture type, lamp type (e.g. T-8), number of /amps in the fixture, and ballast type (if
included). For track lighting, list the length of the track (in feet) in addition to the fixture, lamp, and baMlast information.
2. For proposed Watts/Fixture, use manufacturer's listed maximum input wattage of the fixture (not simply the lamp wattage) and
other criteria as speci�ed in Section C405.5.1. For line voltage track lighting, list the greater of actual luminaire wattage or length of
track multiplied by 50, or as applicable, the wattage of current limiting devices or of the transformer. For low voltage track lighting list
the transformer rated wattage.
3. List a/l fixtures. For /ighting equipment eligible for exemption per C405.5.1, note exception number and leave Watts/Fixture blank.
R�CE1V�'�
CITY �� �U��IL�►
JUN 0 9 2016
PERMIT CENTER
��R�d�cooR� cop�
PLAN REVIEW/ROUTING SLIP
PERMIT NUMBER: D16-0147 DATE: 06/08/16
PROJECT NAME: KEYENCE CORPORATION OF AMERICA
SITE ADDRESS: 16040 CHRISTENSEN RD
X Original Plan Submittal
Response to Cocrection Letter #
DEPARTMENTS:
,� � �,,,G �� �s ��
Building Division �
�JS ��- I� � ��'� �
Public Works
PRELIMINARY REVIEW:
Not Applicable ❑
(no approval/review required)
REVIEWER'S INITIALS:
Revision # before Permit Issued
Revision # after Pennit Issued
1�11� �CW� �• �'• (U
Fire Prevention �
Structural ❑
�� "/a G• I�-!
Planning Division
Permit Coordinator �
DaTE: 06/14/16
Structural Review Required ❑
DATE:
APPROVALS OR CORRECTIONS: DUE DATE: O7/12�16
Approved ❑ Approved with Conditions �
Corrections Required ❑
(corrections e�ztered irr Reviews)
Notation:
REVIEWER'S INITIALS:
Denied ❑
(ie: Zoning Issues)
DATE:
Permrt Cerrter Use O�rly
CORRECTION LETTER MAILED:
Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials:
12/ I B/2013
PATTISON GENERAL CONTRArTOR
Home l;spa�'iol Contz�ct
Safety & Health Claims & Insurance
� Washingtan 5tate 1}epartmerit of
�,,r��.abo� & I�dustries
PATTISON GENERAL CONTRACTOR
Owner or tradesperson
Principais
PATTISON, MICHAEL
WINFIELD, PRESIDENT
PATTISON, JAN LA REE LOUISE, VICE
PRESIDENT
Doing business as
PATTISON GENERAL CONTRACTOR
WA UBI No.
602 182 087
Parent company
PATTISON INC
License
15235 NE 90th Street
Bldg U
REDMOND, WA 98052
425-497-8222
KING County
Business type
Corporation
Governing persons
JAN
LL
PATTISON
MICHAEL W PATTISON;
ZACHARY V MASON;
Page 1 of 2
Search L&I � ��" ���' �
A-1 Index lielp RTy Lt�I
Workpiace Rights Trades & licensing
Verify the contractor's active registration / license / certification (depending on trade) and any past violations.
Construction Contractor Active.
_...._..........._......
Meets current requirements.
License specialties
GENERAL
License no.
PATTIGC917C7
Effective — expiration
02/27/2009— 02/27/2017
Bond
FIRST NAT INS CORP
Bond account no.
6519060
Received by L&I
02/20/2008
Insurance
Charter Oak Fire Ins Co
Policy no.
DTC08G246583-15
Received by L&I
03/01/2016
$12,000.00
Effective date
02/27/2009
Expiration date
Until Canceled
$1,000,000.00
Effec#ive date
02/24/2016
Expiration date
02/24/2017
https://secure.lni.wa.gov/verify/Detail.aspx?UBI=602182087&LIC=PATTIGC917C7&SAW= 7/6/2016
�
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& And F.A. Fire Alarm PRCST. Pre-cast
L Angle F.B. Flat Bar PL. Plate
� At F.D. Floor Drain P.LAM. Plastic Laminate
� Centerline FDN. Foundation PLAS. Plaster � ���
N Diameter .or Round F.E. Fire Extinguisher PLYWD. Plywood
Pound or Number F.E.C. Fire Extinguisher Cab PR. Pair �
# F.H.C. Fire Hose Cabinet PT. Point ������� � �
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A.D. Area Drain FLUOR. Fluorescent P.T.R. Paper Towel Receptacle �
ADJ. Adjustable F.O.C. Face of Concrete P.J. Panel Joint
AGGR. Aggregate F.O.F. Face of Finish
y ' o of a��eov�c� �i�ld �opy and ���f���� i� a�kn��r;���� :
AL. Aluminum F.O.M. Face of Mullion Q.T. Quarr Tile
APPROX. Approximate F.O.S. Face of Stud R. Riser
Q�%• /
ARCH. Architectural FPRF. Fireproof RAD. Radius
ASB. Asbestos F.S. Full Size R.D. Roof Drain �
ASPH. Asphalt FT. Foot or Feet REF. Reference D��B: � ���"""""
FTG. Footing REFR. Refrigerator ' �+ �g g��� �
1�+��% VI ��,ifi�iil��
BD. Board FURR. Furring RGTR. Register ■
BITUM. Bituminous FUT. Future REINF. Reinforced
UILDI�IG DtVISI�
BLDG. Building REQ. Required (For Tenant Improvement Permit Only)
BLK. Block GA. Gauge RESIL. Resilient
BLKG. Blocking GALV. Galvanized RM. Room
BM. Beam G.B. Grab Bar R.O. Rough Opening
B.o.�. Bottom of Concrete ��. ��aSs RWD. Redwood P ROJ ECT DATA I' RO P E RTY MANAG E M E N T S H E ET I N D EX
B.O.M. Bottom of Mullion GND. Ground R.W.L. Rain Water Leader
B.O.P. Bottom of Panel GR. Grade
B.O.R. Bottom of Reveal GYP. Gypsum S. South
BOT. Bottom S.C. Solid Core
H.B. Hose Bibb S.C.D. Seat Cover Dispenser U N I CO
CAB. Cabinet H.C. Hollow Core SCHED. Schedule BUILDING DEPARTMENT: CITY OF TUKWILA, wASH�NCTON ARCHITECTURAL ( 12 SHEETS )
C.B. Catch Basin HDWD. Hardwood S.D. Soap Dispenser
HDWE. Hardware SECT. Section 16040 CHRISTENSEN ROAD, SUITE #100 CONTACT: NANCY ANDERSON
CEM. Cement A0.1 11TLE SHEET
H.M. Hollow Metal SH. Shelf TUKWILA, WA 98188 PH: 206.373.7130
CER. Ceramic BUILDING CODES: 2012 INTERNATIONAL BUILDING CODE
HORIZ. Horizontal SHR. Shower EMAIL: nancyaC�Dunicoprop.com A0.2 GENERAL NOTES
C.I. Cast Iron 2012 NATIONAL ELECTRIC CODE
C.G. Corner Guard HR. Hour SHT. Sheet 2012 INTERNATIONAL MECHANICAL CODES
CLG. Ceiling HGT. Height SIM. Similar 2012 INTERNATIONAL PLUMBING CODE
.a s
CLKG. Caulking S.N.D. Sanitar Na kin Dis 2012 INTERNATIONAL FIRE CODE
Y P P• A0.3 ACCESSIBIUTY DETAILS
CLO. Closet �•�• Inside Diameter (Dim.) S.N.R. Sanitary Napkin Recept. 2009 ICC/ANSI 117.1 ��� �' � r��
CLR. Clear INSUL. Insulation SPEC. Specification C A1.1 OVERALL FLOOR AND OCCUPANCY & EGRESS PLANS
C.O. Cased Opening INT. Interior SQ. Square OCCUPANCY CLASSIFICATION: PER IBC CHAPTER 3(SECTION 302) - B
COL Column S.ST. Stainless Steel AD.1 DEMOLITfON PLANS
C.O.M. Center of Mullion Jan. Janitor
JT. Joint S.SK. Service Sink
CONC. Concrete KIT. Kitchen STA. Station FIRE PARTITION: PER IBC CHAPTER 7 - N/A � A2.1 PARTITION & POWER & SIGNAL PLANS
CONN. Connection K.O. Knock Out STD. Standard
CONSTR. Construction STL. Steel A3.1 REFLECTED CEILING AND FINISH PLANS
CONT. Continuous STOR. Storage TYPE OF CONSTRUCTION: PER IBC CHAPTER 6(SECTION 602) - V-8
C.O.R. Center of Reveal LAB. Laboratory STRL Structural A4.1 MILLWORK ELEVATIONS AND DETAILS
CORR. Corridor LAM. Laminate SUSP. Suspended 3015 112TH AVE. NE, SUITE 205 PM: NATALEE ROESER
CTSK. Countersunk LAV. Lavatory SYS. Symmetrical SPRINKLERED: YES BELLEVUE, WASHINGTON 98004 PH: (425) 670-6706 ext. 2009 A5.1 DOOR SCHEDULE & DETAILS
CNTR. Counter LKR. Locker
CTR. Center LT. Light TRD. Tread nroeserOwaremalcomb.com
T.B. Towel Bar
A6.1 DETAILS
DBL. Double T.C. Top of Curb NUMBER OF STORIES: 3
DEPT. Department MAX. Maximum TEL. Telephone A6.2 DETAILS
D.F. Drinking Fountain M.C. Medicine TER. Terrazzo D E S I G N� U I L D N OT E S
DET. Detail MECH. Mechanical T. & G. Tongue and Groove ASSESSOR'S PARCEL NO.: 252304-9039
DIA. Diameter MEMB. Membrane THK. Thick
T.O.C. To of Concrete ELECTRICAL
DIM. Dimension MET. Metal P
MFR. Manufacturer T.O.P. To of Panel PROJECT SCOPE: THIS PROJECT IS A TENANT IMPROVEMENT OF AN EXISTING OFFICE 1. LIGHT SWITCHES SHALL BE INSTALLED AT +48" A.F.F. MULTIPLE SWITCHES SHOULD BE GANGED TOGETHER UNLESS
DISP. Dispenser MH. Manhole T.O.R. ToP of Reveal SPACE AND AN EXPANSION INTO THE ADJACENT SUITE TO ADD OTHERWISE SPECIFIED. BIDDER DESIGN (UNDER SEPARATE PERMIT)
DN. Down MIN. Minimum T.O.RC. Top of Deep Recess OFFICE SPACE. INTERIOR RENOVATIONS TO INCLUDE MINOR INTERIOR
D.O. Door Opening MIR. Mirror T.O.M. Top of Mullion DEMOLITION AND SOME NEW INTERIOR PARTITIONS, DOORS, FINISHES, 2. CONTRACTOR TO VERIFY ALL SWITCH LOCATIONS WITH THE TENANT PRIOR TO INSTALLATION. NUMBER OF SWITCHES
DR. Door MISC. Miscellaneous T.O.W. To of Wall MILLWORK, ELECTRICAL, AND LIGHTING. NO CHANGE OF USE OR FOR OPEN AREA IS BIDDER DESIGN. MECHANICAL
DWR. Drawer P
M.O. Masonry Opening T.P. To of Pavement INCREASE IN OCCUPANCY IS ANTICIPATED.
DS. Downspout P BIDDER DESIGN UNDER SEPARATE PERMIT
MTD. Mounted T.P.D. Toilet Pa er Dis enser 3. CONTRACTOR SHALL PROVIDE SEISMIC BRACING AT ALL NEW AND RELOCATED LIGHT FIXTURES. � �
D.S.P. Dry Standpipe MUL. Mullion P P
DWG Drawing T.V. Television TENANT OCCUPANCY: oFF�cE (B) – su�TE 202 – 8�3 usF
T.W. Top of Wall • OFFICE (B) - SUITE 205 - 2,905 USF 4. CONTRACTOR SHALL VERIFY AND PROVIDE A COMPLETE HVAC SYSTEM WHICH CONFORMS TO THE BUILDING HVAC FIRE PROTECTION
E. East N. North TYP. Typical SPECIFICATIONS. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL ROOF PENETRATIONS AND PATCHING, ANY
EA. Each N.I.C. Not In Contract SCREENING OF ROOF-MOUNTED MECHANICAL UNIT REQUIRED 8Y GOVERNING JURISDICTION. BIDDER DESIGN (UNDER SEPARATE PERMIT)
E.J. Expansion Joint N0. Number UNF. Unfinished
EL Elevation NOM. Nominal U.O.N. Unless Otherwise Noted
ELEC. Electrical N.T.S. Not To Scale UR. Urinal PLUMBING
ELEV. Elevator Overall VERT. Vertical
BIDDER DESIGN (UNDER SEPARATE PERMIT)
EMER. Emergency p,q, Obscure VEST. Vestibule �� NA1 V T AC C E S S I� I L I TY N C�T E S
ENCL Enclosure OBS. On Center
E.P. Electrical Panelboard p,�, Outside Diameter (Dim.) W West
EQ. Equal p,p, Office W/ With
EQPT. Equipment OFF. Opening W.C. Water ��oset DEFERRED SUBMITTALS:
E.W.C. Electric Water Cooler OPNG. Opposite WD. Wood 1. ALL ITEMS ARE FOR REFERENCE ONLY, ANY ITEM NOT SHOWN SHALL BE REFERENCED IN THE 2012 INTERNATIONAL
EXST. Existin y1/ p Without BUILDING CODE AND ICC-A117.1-2009. DEFERRED SUBMITTAL ITEMS SHALL BE SUBMITTED TO THE ARCHITECT AND
EXPO. Exposed OPP. WP Waterproof KEYENCE CORPORATION ENGINEERS OF RECORD WHO SHALL REVIEW AND PROVIDE NOTATION INDICATING
EXP. Expansion WSCT. Wainscot 2. ANY DISCREPANCIES CONTAINED HEREIN DO NOT RELIEVE THE CONTRACTOR OR OWNER FROM COMPLYING WITH DOCUMENTS HAVE BEEN REVIEWED AND FOUND TO BE IN GENERAL CONFORMANCE
EXT. Exterior WT, Weight CHRIS CAMPIONE CURRENT STATE AND FEDERAL ACCESSIBILITY STANDARDS. WITH THE BUILDING DESIGN. SUBMITTAL MATERIALS SHALL INCLUDE PLANS, DETAILS
PH: 201 930-0100 ext. 70603 AND CALCULATIONS PREPARED AND SIGNED BY A STATE REGISTERED ENGINEER.
FAX: �201� 930-0787 3. THE CONTRACTOR SHALL BECOME FAMILIAR WITH THE CURRENT STATE AND FEDERAL ACCESSIBILITY STANDARDS. CONTRACTOR SHALL SUBMIT ARCHITECT AND ENGINEER REVIEWED SUBMITTAL
4. REFER TO 2012 INTERNATIONAL BUILDING CODE, CHAPTER 11 AND ICC-A117.1-2009 FOR CURRENT AND UP TO MATERIALS TO THE BUILDING OFFICIAL FOR REVIEW AND PERMIT APPROVAL.
DEFERRED SUBMITTAL ITEMS SHALL NOT BE INSTALLED PRIOR TO OBTAINING THE
DATE INFORMATION. BUILDING OFFICIAL'S APPROVAL OF THE SUBMITTAL.
VICINITY MAP SITE f'LAN .
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(.:AU I IUN: II- I H15 51-1�� I 15 NU I�4"X�t�" I I 15 /� f��UU(.:�U I-'KIRI I
CEILING NOTES FLDOR PLAN NOiE� FIRE AUTHORITY I�OTES GENERAL PROJECT NOTES
1. SEE ELECTRICAL ENGINEERING DRAWINGS FOR SPECIFICATIONS OF NEW BUILDING 1. CONTRACTOR AND ARCHITECT TO REVIEW & APPROVE CHALK LINES OF PARTITION 1. FINAL INSPECTION BY FIRE DEPARTMENT IS REQUIRED - SCHEDULE 72 HOURS IN GENERAL NOTES: DRAWING NOTES:
STANDARD LIGHT FIXTURES, SWITCHES, EXIT SIGNS, ETC. LAYOUT PRIOR TO COMMENCEMENT OF PARTITION CONSTRUCTION. ADVANCE.
2. ALL REPLACEMENT FLUORESCENT LAMPS TO MATCH BUILDING STANDARD - SAME 2. EXTEND ALL STUDS AND WALL MATERIALS TO CONSTRUCTION ABOVE, UNLESS 2. THE PROJECT ADDRESS SHALL BE PROVIDED FOR ALL NEW AND EXISTING �• THIS PROJECT AND ALL WORK ASSOCIATED WITH PROJECT SHALL CONFORM TO 1. UNLESS OTHERWISE NOTED OR INDICATED, ALL DIMENSIONS ON THESE DOCUMENTS
STATE AND LOCAL CODES AND ORDINANCES HAVING JURISDICTION OVER THIS SHALL BE TO FACE OF CURB, FACE OF CONCRETE; OR MASONRY, FACE OF FINISH
COLOR AND MANUFACTURER. OTHERWISE INDICATED. BUILDINGS IN A POSI110N AS TO BE PLAINLY VISIBLE AND LEGIBLE FROM THE PROJECT. OR CENTERLINE OF GRIDS.
STREET OR ROAD FRONTING THE PROPERTY PER LOCAL FIRE DEPARTMENT
3. FIELD VERIFY EXISTING CEILING GRID LOCATION AND NOTIFY ARCHITECT OF ANY 3. ALL CONDUIT PIPING IN ELECTRICAL ROOMS TO BE CONCEALED WITHIN THE STANDARDS. 2. THE TERM "ARCHITECT" OR "DESIGNER" AS USED IN THESE DOCUMENTS REFERS 2. ALL VERTICAL DIMENSIONS SHOWN ARE FROM FLOOR SLAB, U.O.N.
DISCREPANCIES ON PLANS. FRAMED WALL CONSTRUCTION. TO WARE MALCOMB.
- US ACCESS ROAD SHALL BE IN
3. AN UNOBSTRUCTED ALL WEATHER FIRE APPARAT
3. DIMENSIONS SHOWN IN FIGURES TAKE PRECEDENCE OVER DIMENSIONS SCALED
4. WHERE DISCREPANCIES IN LOCATION OF LIGHT FIXTURES, AIR DIFFUSERS, GRILLES, 4. DOOR OPENINGS IN PARTITIONS NOT DIMENSIONED ARE TO BE LOCATED WITHIN PLACE PRIOR TO DELIVERY OF COMBUSTIBLE BUILDING MATERIALS TO THE SITE. 3. THE ARCHITECT SHALL NOT HAVE CONTROL OR CHARGE OF AND SHALL NOT BE FROM DRAWINGS. LARGE SCALE DRAWINGS AND DETAILS TAKE PRECEDENCE OVER
ETC. OCCUR ON THE ELECTRICAL ENGINEERING PLANS, THE ARCHITECTURAL 0'-4" OF ADJACENT PERPENDICULAR PARTITION. RESPONSIBLE FOR CONSTRUCTION MEANS, METHODS, TECHNIQUES, SEQUENCE OF SMALLER SCALE DRAWINGS.
PLANS SHALL GOVERN. NOTIFY ARCHITECT OF ANY DISCREPANCIES FOR 4. FIRE PREVENTION WATER SERVICE SHALL BE IN SERVICE PRIOR TO DELIVERY OF PROCEDURE, OR FOR SAFETY PRECAUTIONS AND PROGRAMS IN CONNECTION WITH
CLARIFICATIONS. 5. CONTRACTOR SHALL USE 3-5/8" METAL STUDS MINIMUM AT ALL PLUMBING COMBUSTIBLE BUILDING MATERIALS TO THE SITE. THE WORK, ALL OF WHICH SHALL BE THE SOLE RESPONSIBILITY OF THE 4. THE TERM "ALIGN", AS USED IN THESE DOCUMENTS, SHALL MEAN TO
WALLS. CONTRACTOR TO VERIFY ACTUAL DEPTH REQUIRED, ANY DISCREPANCIES CONTRACTOR. ACCURATELY LOCATE FINISHES IN THE SAME PLANE.
5. FIELD VERIFY ALL CLEARANCES OF DUCTS, PIPES, SPRINKLERS, ETC., AND NOTIFY SHALL BE REPORTED TO THE ARCHITECT. 5. ACCESS GATES SHALL BE APPROVED PRIOR TO INSTALLATION AND SHALL BE IN
ARCHITECT OF ANY CONFLICTS PRIOR TO INSTALLATION OF LIGHTS, ETC. COMPLIANCE WITH LOCAL FIRE AUTHORITY. 4. THE DESIGN ADEQUACY, AND SAFETY OF ERECTION BRACING, SHORING,
5. "TYPICAL" AS USED IN THESE DOCUMENTS SHALL MEAN THAT THE CONDITION IS
6. USE WATER RESISTANT GYPSUM BOARD AT ALL AREAS SUBJECT TO MOISTURE OR TEMPORARY SUPPORTS, ETC. DURING DEMOLITION AND/OR CONSTRUCTION IS THE THE SAME OR REPRESENTATIVE FOR ALL SIMILAR CONDITIONS THROUGHOUT,
6. PLACEMENT OF LIGHT FIXTURES IN AREAS WHERE MAIN DUCTS MAY CAUSE WHERE TILE IS USED. 6. FIRE SPRINKLER SYSTEM(S) SHALL MEET STATE & LOCAL FIRE CODES AND BE SOLE RESPONSIBILITY OF THE CONTRACTOR, AND HAS NOT BEEN CONSIDERED BY U.O.N.
INTERFERENCE MUST BE APPROVED BY ARCHITECT PRIOR TO INSTALLATION. PROVIDED TO PROTECT ENTIRE BUILDING INCLUDING PROJECTIONS OVER 4'-0" THE STRUCTURAL ENGINEER OR ARCHITECT.
10. ALL PLUMBING WORK SHALL BE IN ACCORDANCE WITH LOCAL AND NATIONAL AND SPRAY BOOTH. 6. DETAILS ARE USUALLY KEYED AND NOTED "TYPICAL" ONLY ONCE, WHEN THEY
7. CONDUITS ABOVE CEILING MUST BE A MINIMUM OF 12" ABOVE THE CEILING GRID. CODES. 5. THE ARCHITECT ASSUMES NO RESPONSIBILITY FOR THE COMPLETENESS OF PLANS FIRST OCCUR AND ARE REPRESENTATIVE OF ALL SIMILAR CONDITIONS
7. FIRE SPRINKLER SYSTEM(S) AND ALL CONTROL VALVES, INCLUDING EXTERIOR FOR BID PURPOSES PRIOR TO THE ISSUANCE OF THE BUILDING PERMIT. THROUGHOUT, U.O.N.
8. NO COMBUSTIBLE MATERIALS SHALL BE USED IN THE PLENUM SPACE, INCLUDING 11. ALL HOT WATER LINES SHALL BE PROPERLY INSULATED. SEE PLUMBING SHALL BE SUPERVISED BY A U.L. LISTED CENTRAL ALARM STATION OR PER
ALUMINUM FLEX, ALUMINUM CONDUIT, AND POT METAL CONNECTORS. DRAWINGS. STATE & LOCAL FIRE CODES. 6. THE GENERAL CONTRACTOR AND ALL SUBCONTRACTORS ARE RESPONSIBLE FOR 7. COLUMN CENTERLINES (GRID LINES) ARE SHOWN FOR DIMENSIONING PURPOSES.
EXAMINING CONTRACT DOCUMENTS, FIELD CONDITIONS, AND CONFIRMING THAT
9. ALL JUNCTION BOXES AND MECHANICAL EQUIPMENT REQUIRING ACCESS FOR 12. ALL PLUMBING CLEAN-OUTS SHALL BE INSTALLED WHERE READILY ACCESSIBLE. 8. ALL VALVES CONTROLLING THE WATER SUPPLY FOR AUTOMATIC SPRINKLER WORK IS BUILDABLE AS SHOWN BEFORE PROCEEDING WITH CONSTRUCTION. IF g, WHERE CONSTRUCTION DETAILS ARE NOT SHOWN OR NOTED FOR ANY PART OF
SERVICE SHALL BE LOCATED OVER ACOUSTICAL CEILINGS. NO ACCESS HATCHES CONTRACTOR SHALL COORDINATE ALL CLEAN-OUT LOCATIONS WITH EQUIPMENT, SYSTEMS AND WATER-FLOW SWITCHES ON ALL SPRINKLER SYSTEMS SHALL BE THERE ARE ANY QUESTIONS REGARDING THESE OR OTHER COORDINATION ITEMS, THE WORK, THE DETAILS SHALL BE THE SAME AS FOR OTHER SIMILAR WORK IN
SHALL BE INSTALLED IN GYPSUM BOARD CEILINGS WITHOUT PRIOR APPROVAL BY AND CABINETS. SUBMIT A PLAN OF ALL PROPOSED LOCATIONS TO ARCHITECT ELECTRICALLY MONITORED WHERE THE NUMBER OF SPRINKLERS IS (100) OR THE CONTRACTOR IS RESPONSIBLE FOR OBTAINING CLARIFICATION FROM THE THE SAME BUILDING.
ARCHITECT. (NO EXCEPTION) FOR APPROVAL PRIOR TO INSTALLATION. MORE. ARCHITECT BEFORE PROCEEDING WITH WORK IN QUESTION OR RELATED WORK.
10. ALL SPRINKLER HEADS AT HARD-LID CEILINGS ARE TO BE FULLY RECESSED AND 13. ALL MILLWORK SHALL CONFORM TO STATE & LOCAL WOODWORKING STANDARDS. 9, ELECTRICAL SUBCONTRACTORS TO INSTALL WIRING FOR FIRE SPRINKLER, ALARM 7. CONTRACTOR SHALL MAINTAIN RECORD DOCUMENTS OF CONSTRUCTION CHANGES
CONCEALED. HEADS ARE TO BE CENTERED BETWEEN LIGHTS IN A UNIFORM BELL AND TELEPHONE WARNING AS REQUIRED BY FIRE DEPARTMENT. ("AS-BUILT DRAWINGS") AND SHALL PROVIDE SAID DOCUMENTATION TO THE INTERIOR / EXTERIOR NOTES:
ARCHITECTURAL PATTERN. G.C. TO PROVIDE A SUBMITTAL WITH SPRINKLER HEAD 14. FIELD MEASURE AS REQUIRED FOR ALL MILLWORK CONDITIONS PRIOR TO ARCHITECT UPON COMPLETION OF CONSTRUCTION - NO EXCEPTION ALLOWED.
LOCATIONS FOR ARCHITECT'S APPROVAL PRIOR TO INSTALLATION. FABRICATION. 10. INSTALLATION OF FIRE ALARM SYSTEMS SHALL BE IN ACCORDANCE WITH STATE &
LOCAL FIRE CODES. 8. THE GENERAL CONTRACTOR IS SOLELY RESPONSIBLE TO COORDINATE WITH ALL �• WHERE ELECTRICAL, MECHANICAL AND/OR PLUMBING ITEMS, SUCH AS LIGHTS,
DUCTS PIPING DOWNSPOUTS ETC. ARE TO PENETRATE A U LD G
11. ALL GYPSUM BOARD CEILINGS ARE TO BE INSTALLED WITH LINEAR DIFFUSERS. 15. PROVIDE AND INSTALL ALL NECESSARY WALL BACKING, STIFFENERS, BRACING, SUBCONTRACTORS PER REQUIREMENTS ESTABLISHED BY OWNER, TENANT, OR
NY B I IN FOOTINGS
G.C. TO PROVIDE A SUBMITTAL WITH ALL LINEAR DIFFUSER LOCATIONS PRIOR TO BACK-UP PLATES AND/ OR SUPPORTING BRACKETS AS REQUIRED FOR THE 11. COMPLETE PLANS AND SPECIFICATIONS FOR ALL FIXED FIRE PROTECTION BOTH, WHICH ARE UNDER SEPARATE CONTRACT WITH THE OWNER, OR TENANT, SLABS, FLOORS, STRUCTURAL FRAMING, WALL PARTITIONS, CEILINGS, ETC., IT IS �
INSTALLATION. INSTALLATION OF WALL-MOUNTED OR SUSPENDED EQUIPMENT OR BUILT-IN ITEMS. EQUIPMENT INCLUDING AUTOMATIC SPRINKLERS AND OTHER FIRE-PROTECTION OR BOTH. REQUIRED THAT AN APPROPRIATELY SIZED OPENING OR CLEARANCE BE
VERIFY REQUIREMENTS WITH MANUFACTURERS PRIOR TO INSTALLATION. SUPPLY SYSTEMS, SHALL BE SUBMITTED 8Y INSTALLING CONTRACTOR. SUCH PLANS FURNISHED. CONTRACTOR SHALL COORDINATE THE INSTALLATION OF ALL ITEMS
12. LOCATE RECESSED DOWN LIGHTS, WALL WASHERS, SMOKE DETECTORS, EXIT SIGNS, CATALOG CUT SHEETS FOR ARCHITECT'S APPROVAL. SHALL BE APPROVED BY LOCAL FIRE AUTHORITY PRIOR TO INSTALLATION. 9. THE STRUCTURAL, MECHANICAL, ELECTRICAL, PLUMBING, OTHER DRAWINGS, AND WITH THE CONSTRUCTION DOCUMENTS PRIOR TO THE INSTALLATION OF
SPEAKERS, FIRE SPRINKLERS, ETC. IN CENTER OF 24'�x24" CEILING TILES OR IN JOB SPECIFICATIONS ARE SUPPLEMENTARY TO ARCHITECTURAL CONSTRUCTION STRUCTURAL, MECHANICAL, PLUMBING AND ELECTRICAL WORK. ANY CONFLICT OR
"x24" PORTION OF 24"x48" CEILING TILES UNLESS OTHERWISE 16. PROVIDE AND INSTALL ALL NECESSARY ELECTRICAL CONNECTIONS AND PLUMBING 12. LOCATIONS AND CLASSIFICATIONS OF FIRE EXTINGUISHERS SHALL BE IN DRAWINGS. ANY DISCREPANCY BETWEEN THESE DOCUMENTS SHALL BE DISCREPANCY WITHIN CONSTRUCTION DOCUMENTS SHALL BE BROUGHT TO THE
CENTER OF 24 � SUPPLY, FITTINGS & CONNECTORS TO COMPLETE INSTALLATION OF APPLIANCES & ACCORDANCE WITH STATE & LOCAL FIRE CODES AND PLACEMENT IS SUBJECT TO IMMEDIATELY BROUGHT TO THE ATTENTION OF THE ARCHITECT FOR CLARIFICATION. ARCHITECT'S ATTENTION FOR CLARIFICATION.
N OTED.
EQUIPMENT INDICATED ON PLAN. VERIFY REQUIREMENTS WITH MANUFACTURERS THE APPROVAL OF THE FIRE INSPECTOR. VERIFY QUANTITY & EXACT LOCATION
13. PROVIDE SWITCHES AND LIGHT SENSORS FOR OPEN AREAS AND PRIVATE OFFICES. PRIOR TO INSTALLATION. SUPPLY CATALOG CUT SHEETS FOR ARCHITECT'S FROM FIRE DEPARTMENT PRIOR TO ORDERING. 10. THE INTENT OF DRAWINGS AND SPECIFICATIONS IS TO INCLUDE ALL LABOR, 2. CONTRACTOR, ALONG WITH MECHANICAL CONTRACTOR, SHALL PROVIDE AND
ACTUAL LOCATION OF ALL SWITCHES TO BE DETERMINED BY ELECTRICAL APPROVAL. MATERIALS AND SERVICES NECESSARY FOR THE COMPLETION OF ALL WORK LOCATE ACCESS DOORS/PANELS IN WALL & CEILING CONSTRUCTION AS REQUIRED
ENGINEER. 13. AT LEAST ONE (1) FIRE EXTINGUISHER WITH A MINIMUM RATING OF: SHOWN, DESCRIBED, OR REASONABLY IMPLIED, BUT NOT LIMITED TO THAT TO PROVIDE. ACCESS TO MECHANICAL, FIRE SPRINKLER, PLUMBING & ELECTRICAL
17. EXACT LOCATION OF FIRE EXTINGUISHER CABINETS TO BE CONFIRMED WITH 2-A-108: C(FOR OFFICE), OR 10-A-806: C(FOR WAREHOUSE), SHALL BE EXPLICITLY INDICATED IN THE CONTRACT DOCUMENTS. WORK. CONTRACTOR SHALL SUBMIT A PLAN OF ALL PROPOSED ACCESS PANEL
14. WHERE EXIT SIGNS ARE REQUIRED PER STATE & LOCAL CODES, THEY SHALL BE ARCHITECT BEFORE INSTALLATION. PROVIDE ADDITIONAL FIRE EXTINGUISHERS & PROVIDED WITHIN 75'-0" MAXIMUM TRAVEL DISTANCE FOR EACH 3,000 SQUARE LOCATIONS TO ARCHITECT FOR APPROVAL PRIOR TO INSTALLATION.
ILLUMINATED PER SAID CODES AND THE NEC. LOCATIONS SHALL BE CABINETS AS REQUIRED BY THE FIRE DEPARTMENT FIELD INSPECTORS. FEET OR PORTION THEREOF ON EACH FLOOR. 11. INSTALL ALL MANUFACTURED ITEMS, MATERIALS, AND EQUIPMENT IN STRICT
COORDINATED WITH THE ARCHITECT. ACCORDANCE WITH THE MANUFACTURER'S SPECIFICATIONS, U.O.N. 3. ALL PENETRATIONS AT RATED CONSTRUCTION SHALL BE PROTECTED TO MAINTAIN
18. CONTRACTOR TO VERIFY LOCATION OF ALL THERMOSTATS WITH ARCHITECT PRIOR 14. STORAGE, DISPENSING OR USE OF ANY FLAMMABLE AND COMBUSTIBLE LIQUIDS, RATING.
15. PROVIDE BACK-UP POWER FOR EXIT SIGNS PER STATE & LOCAL CODES. TO INSTALLATION. FLAMMABLE AND COMPRESSED GASES, AND OTHER HAZARDOUS MATERIALS SHALL 12. ANY WORK INSTALLED IN CONFLICT WITH THE CONSTRUCTION DRAWINGS, WITHOUT
COMPLY WITH STATE & LOCAL FIRE CODES. THE STORAGE AND USE OF THE PRIOR APPROVAL OF THE OWNER AND THE ARCHITECT SHALL BE CORRECTED 4. WHERE OCCURS, CONTRACTOR SHALL PATCH ANY EXISTING WALLS AND/OR
16. THE MEANS OF EGRESS, INCLUDING THE EXIT DISCHARGE, SHALL BE ILLUMINATED 19. ALL EXITS SHALL HAVE EXIT SIGNS AND ALL BLIND CORRIDOR TURNS SHALL HAVE HAZARDOUS MATERIALS SHALL BE APPROVED BY THE FIRE AUTHORITY PRIOR TO AT THE CONTRACTOR�S EXPENSE. CEILINGS AS NEEDED TO REFURBISH THE LEASE SPACE AND REPAIR ALL
TO A LEVEL OF NOT LESS THAN ONE FOOT CANDLE AT THE WALKING SURFACE DIRECTIONAL EXIT SIGNS. ANY MATERIALS BEING STORED OR USED ON SITE. A SEPARATE PLAN SUBMII-fAL DAMAGES CAUSED BY CONTRACTOR.
AT ALL TIMES THE BUILDING SPACE SERVED BY THE MEANS OF EGRESS IS IS REQUIRED PRIOR TO THE STORAGE AND USE OF HAZARDOUS MATERIALS. 13. THE GENERAL CONTRACTOR SHALL NOTIFY THE ARCHITECT IMMEDIATELY OF ANY
OCCUPIED. 20. PREPARE ALL FLOOR SURFACES .AS REQUIRED TO RECEIVE FINISHES AS NOTED ON SPECIFIED MATERIALS OR EQUIPMENT WHICH ARE EITHER UNAVAILABLE OR THAT 5. INTERIOR WALLS AND CEILINGS SHALL BE INSTALLED IN ACCORDANCE TO STATE &
FINISH PLAN, ENLARGED FINISH PLANS & FINISH LEGEND. 15. BUILDING(S) NOT APPROVED FOR HIGH-PILED STOCK (MATERIALS IN CLOSELY WILL CAUSE A DELAY IN THE CONSTRUCTION COMPLETION SCHEDULE. THE LOCAL CODES, INCLUDING REQUIREMENTS FOR FLAME SPREAD AND SMOKE
17. EMERGENCY LIGHTING SHALL BE (2) SEPARATE SOURCES OF POWER AND SHALL PACKED PILES OR ON PALLETS, OR IN RACKS WHERE THE TOP OF STORAGE CONTRACTOR SHALL SUBMIT CONFIRMATIONS OF DELIVERY DATES FOR ORDERS OF DENSITY RATINGS FOR FINISH MATERIALS.
COMPLY WITH THE NEC. 21. UNLESS OTHERWISE NOTED, ALL GYPSUM B�OARD SU�RFACES, WALLS, AND CEILINGS EXCEEDS 12'-0" IN HEIGHT, AND 6'-0" FOR GROUP "A" PLASTICS AND CERTAIN MATERIALS AND EQUIPMENT HAVING LONG LEAD TIMES.
SHALL BE TAPED, SANDED SMOOTH TO A LEVEL 4 FINISH, SO AS TO RECEIVE OTHER HIGH-HAZARD COMMODITIES). HIGH-PILED STOCK SHALL BE APPROVED 6. WHEN USED, ALL NOISE BARRIER BATTS (SOUND INSULATION) AND INSULATION
18. PROVIDE FIRE DAMPERS AT ALL SUPPLY AND RETURN AIR OUTLETS, INLETS OR PAINT OR WALL COVERING MATERIAL. BY THE FIRE AUTHORITY PRIOR TO MATERIALS BEING STORED ON SITE. A 14. ALL REQUESTS FOR SUBSTITUTIONS OF ITEMS SPECIFIED SHALL BE SUBMITTED IN BATTS SHALL BE NON-COMBUSTIBLE AND SHALL NOT CONTAIN OR UTILIZE
DUCTS PENETRATING FIRE RATED ASSEMBLIES, ENCLOSURES, WALLS, FLOORS OR SEPARATE PLAN SUBMITTAL IS REQUIRED FOR HIGH-PILED STORAGE IN WRITING AND WILL BE CONSIDERED ONLY IF BETTER SERVICE FACILITIES, A MORE OZONE DEPLETING COMPOUNDS.
SURFACES, AND AS REQUIRED BY THE FIRE DEPARTMENT. 22. PROVIDE SOUND INSULATION AT PERIMETER WALLS OF RESTROOMS, LOBBY, ACCORDANCE WITH STATE & LOCAL FIRE CODES. ADVANTAGEOUS DELIVERY DATE, OR A LOWER PRICE WITH CREDIT TO THE OWNER
STAIRS, AND ACROSS CEILING OF RESTROOMS T0 CREATE AN ACOUSTIC / TENANT WILL BE PROVIDED WITHOUT SACRIFICING QUALITY, APPEARANCE, AND 7• ALL NEW CONSTRUCTION MATERIALS SHALL BE 100� ASBESTOS-FREE.
19. CONTRACTOR SHALL PROVIDE EMERGENCY LIGHTING, STROBE LIGHTS, ENVELOPE, UNLESS NOTED OTHERWISE. 16. A LETTER OF INTENDED USE MAY BE REQUIRED BY THE FIRE INSPECTOR. FUNCTION. UNDER NO CIRCUMSTANCES WILL THE ARCHITECT BE REQUIRED TO
AUDIO-VISUAL ALARMS AND OCCUPANCY SENSORS TO MEET ALL APPLICABLE PROVE THAT A PRODUCT PROPOSED FOR SUBSTITUTION IS OR IS NOT OF EQUAL 8• OUR FIELD VERIFICATION IS BASED ON THOSE BUILDING ELEMENTS WHICH ARE
CODES. 23. REFER TO PLUMBING, CIVIL AND SITE PLANS, FOR SIZE AND ROUTING OF ROOF 17. ALL REQUIRED FIRE DOORS SHALL BEAR A LABEL FROM A RECOGNIZED AGENCY QUALITY TO THE PRODUCT SPECIFIED. IMMEDIATELY AND READILY VISIBLE WITHOUT THE USE OF DEMOLITION OR
DRAINAGE CONNECTION TO UNDERGROUND STORM DRAIN OR RUN TO DAYLIGHT AS SHOWING THE SPECIFIC RATING. REMOVAL OF ANY PERMANENT ELEMENTS.
20. CONTRACTOR SHALL PROVIDE LAMPS WITH TYPE IC RATED HOUSING WHERE SHOWN. 15. PROJECT SPECIFICATIONS ARE AN INTEGRAL PART OF THESE PLANS -
FIXTURES COME IN DIRECT CONTACT WITH INSULATION. 18. EXIT SIGNS AND ILLUMINATION SHALL CONFORM TO ALL APPLICABLE BUILDING SUBSTITUTIONS FOR SPECIFIED MATERIALS REQUIRE THE WRITTEN APPROVAL FROM JOB SITE NOTES:
21. EXIT SIGNS SHALL BE INTERNALLY OR EXTERNALLY ILLUMINATED AT ALL TIMES AND FIRE CODES. THE ARCHITECT.
AND SHALL BE CONNECTED TO AN EMERGENCY POWER SYSTEM (BATTERIES, UNIT G� 16. UNLESS OTHERWISE NOTED IN THE CONTRACT DOCUMENTS, THE CONTRACTOR 1. WHERE EXISTING TENANTS/BUSINESSES ARE ADJACENT TO THE JOB SITE/TENANT,
D O� R N OT E V 19. EXIT DOORS SHALL BE OPERABLE FROM THE INSIDE WITHOUT THE USE OF A KEY THE CONTRACTOR SHALL MINIMIZE CONSTRUCTION NOISE - EXTREME NOISE
EQUIPMENT OR AN ON-SITE GENERA70R) THAT WILL AUTOMATICALLY ILLUMINATE OR ANY SPECIAL KNOWLEDGE OR EFFORT. SHALL SUBMIT ONE (1) SET OF SHOP DRAWINGS. SHOP DRAWINGS SHOULD CONSTRUCTION SHALL OCCUR AT NON-TYPICAL BUSINESS HOURS. CONTRACTOR
THE EXIT SIGNS FOR A DURATION OF NOT LESS THAN 90 MINUETS. INCLUDE DETAILED, FABRICATION AND ERECTION DRAWINGS, SETTING DRAWINGS, SHOULD NOTIFY BUILDING REPRESENTATIVE OF SPECIAL CIRCUMSTANCES IN
20. PROVIDE OR MODIFY AS NEEDED SPRINKLER ALARM AND SMOKE DETECTION DIAGRAMMATIC DRAWINGS, AND MATERIAL SCHEDULES. LOCATION AND ADVANCE PRIOR TO WORK.
SYSTEM PER APPLICABLE CODES INCLUDING IF NECESSARY FIR HORNS, STROBE ORIENTATION OF ALL ITEMS SHOULD BE CLEARLY INDICATED. BEGIN FABRICATION
1. VERIFY THAT ALL DOORS AND DOOR HARDWARE MEET THE REQUIREMENTS OF ALL LIGHTS, CONTROL PANEL CONNECTIONS, SMOKE DETECTORS, AUDIO VISUAL OF SHOP ITEMS AFTER RECEIVING ARCHITECT'S OR DESIGNER'S APPROVAL OF 2. THE CONTRACTOR AT HIS OWN EXPENSE, SHALL KEEP THE PROJECT AND
GOVERNING CODES & STANDARDS. NOTIFY THE ARCHITECT IMMEDIATELY IN CASE ALARMS. SUBMIT SHOP DRAWINGS TO THE FIRE MARSHAL FOR APPROVAL. SHOP DRAWINGS. SURROUNDING AREA FREE FROM DUST AND DEBRIS. THE WORK SHALL BE IN
OF DISCREPANCY. CONFORMANCE WITH THE AIR AND WATER POLLUTION CONTROL STANDARDS AND
17. THE ARCHITECT'S REVIEW OF SHOP DRAWINGS SHALL NOT RELIEVE THE GENERAL REGULATIONS OF THE STATE DEPARTMENT OF HEALTH.
2. FIELD MEASURE, AS REQUIRED, ALL DOORS PRIOR TO FABRICATION. CONTRACTOR OR SUBCONTRACTOR FROM RESPONSIBILITY FOR DEVIATIONS FROM
G LA� I N� � OT E S THE DRAWINGS OR SPECIFICATIONS UNLESS HE HAS, IN WRITING, AND BROUGHT 3. CONSTRUCTION DEBRIS AND WASTES SHALL BE DEPOSITED AT AN APPROPRIATE
3. PROVIDE A SIGN ON OR NEAR THE MAIN EXIT DOOR READING: TO THE ATTENTION OF THE ARCHITECT SUCH DEVIATIONS AT THE TIME OF THE SITE. THE CONTRACTOR SHALL INFORM THE BUILDING REPRESENTATIVE OF THE
"THIS DOOR TO REMAIN UNLOCKED WHEN BUILDING IS OCCUPIED". SUBMISSION, NOR SHALL IT RELIEVE HIM (GENERAL CONTRACTOR) FROM LOCATION OF DISPOSAL SITES.
RESPONSIBILITY FOR ERRORS OF ANY SORT IN THE SHOP DRAWINGS.
4. VERIFY THAT EXISTING DOORS COMPLY WITH ACCESSIBILITY REQUIREMENTS. 4. CONTRACTOR SHALL BE RESPONSIBLE FOR THE GENERAL CLEANING OF THE JOB
1. EACH LIGHT SHALL BEAR THE MANUFACTURER'S LABEL DESIGNATING THE TYPE 18. THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING ALL AFTER ITS COMPLETION. WHERE APPLICABLE, CLEANING SHALL INCLUDE, BUT
5. RATED DOORS SHALL COMPLY WITH REQUIREMENTS OF ALL GOVERNING CODES & AND THICKNESS OF THE GLASS. REQUIRED BUILDING PERMITS PRIOR TO STARTING CONSTRUCTION. NOT BE LIMITED T0, THE EXTERIOR AND THE INTERIOR OF THE BUILDING, THE
STANDARDS AND SHALL BEAR A LABEL FROM A RECOGNIZED AGENCY SHOWING PATH OF TRAVEL TO THE JOB SITE, PARKING LOTS, ELEVATORS, LOBBIES, AND
THE SPECIFIC RATINGS. 2. GLASS SHALL BE FIRMLY SUPPORTED ON ALL FOUR EDGES. 19. PRIOR TO THE ISSUANCE OF A BUILDING PERMIT, THE APPLICANT SHALL HAVE CORRIDOR CARPETS.
3. FIELD MEASURE ALL OPENINGS PRIOR TO FABRICATION. EVIDENCE OF CURRENT WORKMAN'S COMPENSATION INSURANCE COVERAGE ON
6. ALL HARDWARE TO BE LEVER-TYPE PER GOVERNING CODES & ACCESSIBILITY FILE WITH THE STATE LABOR DEPARTMENT IN COMPLIANCE WITH CURRENT LABOR 5. THE CONTRACTOR SHALL PROVIDE PEDESTRIAN PROTECTION, WHERE REQUIRED
STANDARDS. CODES. PER STATE AND LOCAL CODES.
4. ALL GLAZING WITHIN A 24" ARC OF EITHER EDGE OF A DOOR AND WITHIN 60" OF
7. DOOR HANDLES, PULLS OR KNOBS SHALL BE INSTALLED AT 40" ABOVE FINISH THE FLOOR SHALL BE TEMPERED. (SAFETY GLASS) 20. PROVIDE CONTINUOUS INSPECTIONS AS SET FORTH IN STATE AND LOCAL CODES 6. IF TRENCHES OR EXCAVATIONS 5'-0" OR MORE IN DEPTH ARE REQUIRED, OBTAIN
FLOOR. ALL OTHER OPERABLE PARTS OF DOOR HARDWARE (SUCH AS DEADBOLTS, AND PER CONTRACT DOCUMENTS AS NEEDED. ISSUANCE OF A BUILDING OR GRADING PERMIT.
KEYHOLES... ETC.) ARE TO BE CENTERED BETWEEN 34° AND 44" ABOVE FINISH 5. ALL GLASS SHALL COMPLY WITH THE REQUIREMENTS OF STATE AND LOCAL
FLOOR. IF EXISTING BUILDING STANDARD EXISTS, MATCH BUILDING STANDARD AND CODES AND THE U.S. PRODUCT SAFETY COMMISSIONS: SAFETY STANDARDS FOR 21. PRIOR TO THE ISSUANCE OF FINAL CERTIFICATE OF OCCUPANCY FOR THIS 7. NO HAZARDOUS MATERIALS SHALL BE USED OR STORED WITHIN THE BUILDING
CONFIRM COMPLIANCE WITH ACCESSIBILITY REQUIREMENTS. ARCHITECTURAL GLAZING MATERIALS. PROJECT, THE GENERAL CONTRACTOR SHALL SUBMIT A SIGNED CE�RTIFICATE TO WHICH DOES NOT COMPLY WITH THE LOCAL FIRE AUTHORITY AND STATE &
THE DEPARTMENT OF BUILDING AND SAFETY STATING THAT ALL WORK HAS BEEN COUNTY REQUIREMENTS.
8. SPECIAL LOCKING DEVICES SHALL BE OF AN APPROVED TYPE. 6. WHERE JOINTS ARE REQUIRED IN MULTIPLE LITE SITUATIONS, SILICON IS TO BE PERFORMED AND MATERIALS INSTALLED ACCORDING TO THE PLANS AND
PROVIDED U.O.N. SPECIFICATIONS AFFECTING NON-RESIDENTIAL ENERGY. 8. CONTRACTOR SHALL BE RESPONSIBLE FOR BLOCKING OFF SUPPLY AND RETURN
9. PROVIDE WEATHER SEALS ON ALL EXTERIOR DOORS PER ANSI STANDARDS. AIR GRILLES, DIFFUSERS & DUCTS TO KEEP DUST FROM ENTERING INTO BUILDING
22. CONTRACTOR SHALL VERIFY ALL BUILDING STANDARDS WITH BUILDING LANDLORD AIR DISTRIBUTION SYSTEMS.
D�� I� 1� �� I L D 1 V OT E S PRIOR TO BEGINNING ANY WORK. HOWEVER, THERE SHALL BE NO DEVIATIONS
10. CONTRACTOR IS RESPONSIBLE TO COORDINATE & VERIFY ALL DOOR FRAME WHATSOEVER FROM THE CONTRACTOR DOCUMENTS WITHOUT THE ARCHITECT'S 9. BUILDINGS UNDERGOING CONSTRUCTION, ALTERATION OR DEMOLITION SHALL BE
THROAT THICKNESS' FOR EACH LOCATION. WRITTEN APPROVAL THEREOF. THE CONTRACTOR AGREES TO DEFEND, INDEMNIFY DONE SO IN ACCORDANCE WITH STATE & LOCAL CODES.
11. ALL DOOR FRAMES TO BE FACTORY FINISHED. AND HOLD THE ARCHITECT HARMLESS FROM ANY CLAIMS ARISING AS A RESULT
" OF UNAPPROVED CHANGES. 10. THE CONTRACTOR SHALL TAKE ALL NECESSARY PRECAUTIONS TO ENSURE THE
12. ALL DOOR STOPS TO HAVE 2x6 BACKING IN THE WALL BEHIND. 1. LIGHT SWITCHES SHALL BE INSTALLED AT +48 A.F.F. MULTIPLE SWITCHES SAFETY OF THE OCCUPANTS AND WORKERS AT ALL TIMES.
SHOULD BE GANGED TOGETHER UNLESS OTHERWISE SPECIFIED. 11. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE COMPLETE SECURITY OF THE
13. MAXIMUM UNDERCUT OF ALL DOORS NOT IN A RATED CORRIDOR SHALL NOT BUILDING AND SITE WHILE JOB IS IN PROGRESS AND UNTIL THE JOB IS
EXCEED 1/2" ABOVE FINISH FLOOR SURFACE. 2. CONTRACTOR TO VERIFY ALL SWITCH LOCATIONS WITH THE ARCHITECT PRIOR TO COMPLETED.
INSTALLATION. NUMBER OF SWITCHES FOR OPEN AREA IS BIDDER DESIGN.
14. CONTRACTOR SHALL REFINISH ANY BLEMISHED DOOR OR REPLACE SAID DOOR IF SWITCHES INDICATED ON THE DRAWINGS FOR OPEN AREA ARE FOR REFERENCE
NOT ABLE TO REFINISH TO "AS NEW" CONDITION. ONLY.
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15. ALL DOORS TO BE OPERABLE FROM THE INSIDE WITHOUT A KEY OR ANY SPECIAL 3. CONTRACTOR SHALL PROVIDE SEISMIC BRACING AT ALL NEW AND RELOCATED R� ���'��L.,'IP` ���jL,�
KNOWLEDGE OR EFFORT. LIGHT FIXTURES.
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16. ALL DOORS WITH ELECTRONIC SECURITY DOOR LOCKS MUST BE OPENABLE FOR 4. CONTRACTOR SHALL VERIFY AND PROVIDE A COMPLETE HVAC SYSTEM WHICH 0+� ���6
EXITING PURPOSES UNDER ALL CONDITIONS. INCLUDING A POWER OUTAGE. CONFORMS TO THE OWNER�S HVAC SPECIFICATIONS. CONTRACTOR SHALL BE ���. ���'���
RESPONSIBLE FOR ALL ROOF PENETRATIONS AND PATCHING, ANY SCREENING OF ��IV'�'��
17. IF BUILDING STANDARDS ARE INCONSISTENT FOR DOORS, RELITES, HARDWARE, ROOF-MOUNTED MECHANICAL UNIT REQUIRED BY GOVERNING JURISDICTION.
DOOR AND RELITE FRAMES OR OTHER STANDARD . DETAILS, THEN CONTRACTOR �`� p�����,� (j�,
MUST VERIFY WITH DESIGNER AND OWNER PRIOR TO CONSTRUCTION. �,v1S� .
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REGISTRATION
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STATE OF WA�TON
EXP. 03-03-17
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t�/�'�U I IUN: II' I t115 �F1�� I 15 IVV I L4"X�b" I I 1� H KCUUI.:CU F'KIIV I
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FINISH NOTES CONT. FINISH I�C�TES DEMOLITION NOTES CONT. F'OWER � SIGNAL NOTES } ��
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11. THE OWNER RESERVES THE RIGHT TO SALVAGE ANY DEMOLISHED ITEM. VERIFY °
34. PRIOR TO INSTALLING WALL TILES AND WALL BASE TILE, WALLS MUST BE 1. NO FINISH SUBSTITUTIONS MAY BE MADE UNLESS APPROVED BY ARCHITECT. ITEMS TO BE SALVAGED WITH THE OWNER PRIOR TO THE START OF DEMOLITION. W O�
REMOVE, PROTECT, CLEAN, REPAIR FOR REUSE AND TURN OVER SUCH ITEMS AS 1. COORDINATE TELEPHONE/DATA INSTALLATION WITH APPROPRIATE W �
PATCHED AND REPAIRED, CLEAN AND DRY AND BE PROPERLY MEMBERED AND DIRECTED BY THE OWNER. SUB-CONTRACTOR. �
ALIGNED, S0, AS TO LEAVE NO EVIDENCE OF PATCHING OR REPAIRS. ALL SCREW 2. CONTRACTOR MUST NOTIFY THE ARCHITECT OF ANY DISCREPANCY IN PLANS. � �,�
AND NAIL HEADS MUST BE SET AND SPACKLED. ALL JOINTS MUST BE TAPED AND FINISH ITEMS CLEARLY SHOWN IN PLANS, BUT OMITTED FROM SCHEDULES OR 12. IN ORDER TO INSTALL SOME OF THE NEW WORK (►NCLUDING, BUT NOT LIMITED 2• ALL EXISTING ELECTRICAL DEVICES ARE TO REMAIN, UNLESS NOTED OTHERWISE. � i
COVERED WITH JOINT COMPOUND. JOINTS THAT ARE FILLED ARE TO BE SANDED LEGENDS MUST STILL BE PROVIDED AND INSTALLED BY CONTRACTOR. TO MECHANICAL, PLUMBING OR ELECTRICAL IT WILL BE NECESSARY FOR THE W H..� �
SMOOTH AND BUMP FREE WITH DUST REMOVED PRIOR TO RECEIVING MORTAR CONTRACTOR TO VERIFY OMITTED FINISHED WITH ARCHITECT PRIOR TO ORDERING � 3. ALL OUTLETS TO BE INSTALLED AT LOCATIONS SHOWN BY DIMENSIONS ON THE �
BED/BOND COAT AND WALL TILES. PRODUCTS. CONTRACTOR AND HIS SUBCONTRACTORS TO REMOVE AND REPLACE (OR POWER & SIGNAL PLAN. DIMENSION ALL OUTLETS FROM THE CENTERLINE OF THE o
0
REFINISH) EXISTING WALLS, FLOORS, OR CEILING IN THE AREAS OF THE BUILDING OUTLET BOX. NON-DIMENSIONED OUTLETS ARE TO LOCATED AT THE NEAREST a V
35. ALL WALL TILES ARE TO HAVE A MORTAR BED�BOND COAT THICKNESS TO 3. INSTALL MATERIALS ACCORDING TO MANUFACTURER�S SUGGESTED INSTALLATION NOT SHOWN ON THESE PLANS. THE CONTRACTOR SHALL INCLUDE ALL RELATED WALL STUD, a �
ACCOMMODATE THE VARYING THICKNESSES OF ALL MATERIAL TYPES OF TILE AND PREPARATION/MAINTENANCE SPECIFICATIONS OR BETTER, UNLESS OTHERWISE COSTS IN HIS BASE BID, WHETHER SHOWN ON THESE PLANS OR NOT.
SPECIFIED FOR WALL INSTALLATION WITH A FLUSH FRONT FACE. APPROVED OR NOTED. 4. WHEN OUTLETS ARE GROUPED TOGETHER (2 OR MORE), THEY ARE TO BE SPACED � �
13. PROTECT ADJACENT SPACES NOT SCHEDULED FOR DEMOLITION. PATCH AND NO MORE THAN 2 APART. �.
36. ALL TRANSLUCENT GLASS TILE SPECIFIED ARE TO RECEIVE UNIFORM COVERAGE 4. APPLICATION OF CONTROLLED INTERIOR FINISHES SHALL BE IN CONFORMANCE REPAIR DAMAGED FINISHES, ITEMS AND FIXTURES TO REMAIN AND/OR REPLACE � �
BY BACK BUTTERING TILES AND TROWEL RIDGES FLATTENED PRIOR TO SETTING WITH STATE & LOCAL CODES. IN KIND TO MATCH EXISTING FROM DAMAGE DURING THE PROGRESS OF THE W 0
5. ALL ELECTRICAL OUTLETS OF 30 AMPERES OR LESS SHALL BE MOUNTED BETWEEN �
WORK. PROVIDE TEMPORARY SAFETY BARRIERS REQUIRED BY CODE AND AS �� �� 3
TRANSLUCENT GLASS TILES. +15 TO BOTTOM RECEPTACLE AND +48 TO TOP OF RECEPTACLE FROM FINISH �.
5. DECORATIVE MATERIALS SHALL BE MAINTAINED IN A FLAME-RETARDANT INDICATED TO INSURE PUBLIC SAFETY AND TO ALLOW BUILDING OCCUPANCY. FLOOR. SEE NOTE 6, BELOW, FOR GENERAL MOUNTING HEtGHT o = �
CONDITION. CONTRACTOR TO SUBMIT FOR APPROVAL, BARRIER LOCATIONS, AND METHOD OF � �
CONSTRUCTION TO THE ARCHITECT PRIOR TO INSTALLATION. �
6. ALL NEW WALL MOUNTED 15, 20, AND 30 AMP OUTLETS/RECEPTACLES TO BE o �
6. SUBMIT THE FOLLOWING SAMPLES FOR ARCHITECT'S APPROVAL• � 4. NO STRUCTURAL ELEMENTS ARE INCLUDED IN THIS SCOPE OF WORK. CENTERED AT +18" A.F.F., U.O.N. � J
A. THREE (3) 12" X 12" SAMPLES FOR ALL PAINT AND STAIN BRUSHOUTS,
VINYL AND FABRIC FINISHES AND COLORS APPLIED TO A SUBSTRATE WHICH 15. PROVIDE DUST BARRIERS AROUND OPENINGS, TO AND FROM THE CONSTRUCTION �• ALL TELEPHONE AND DATA CABLE TO BE TEFLON COATED PLENUM RATED CABLE, �
IS REPRESENTATIVE OF THE SURFACE TO BE FINISHED. SUBMIT PAINT SUPPORTED INDEPENDENTLY FROM SUSPENDED CEILING SYSTEM. CABLING TO BE �
SAMPLES FROM THE PAINT LOT OR LOTS INTENDED FOR APPLICATION. AREA. PROVIDE ALL MEANS NECESSARY TO INHIBIT DUST FROM ENTERING SUPPLIED BY TENANT; ALL PULLS AND TERMINATIONS BY GENERAL CONTRACTOR. �
OTHER PORTIONS OF THE FACILITY. SUBMIT BARRIER LOCATIONS TO THE o
B. ONE (1) 24" X 24" MOCK-UP WITH SAMPLE SEAM (CENTERED) OF ALL ARCHITECT FOR APPROVAL, PRIOR TO INSTALLATION. 8, LOCATIONS OF FURNITURE POWER FEEDS SHALL ACCOMMODATE CIRCUITS AND °°
FABRIC AND VINYL FINISHES AND COLOR. 16. PROVIDE ADEQUATE SHORING, BRACING, BARRICADES AND PROTECTIVE MEASURES WIRE PER ELECTRICAL DRAWINGS. TENANT SHALL BE RESPONSIBLE FOR
m o
AS REQUIRED TO SAFELY EXECUTE THE WORK IN THE CONSTRUCTION AREA AND PROVIDING FURNITURE POWER FEED, GENERAL CONTRACTOR SHALL INSTALL THE a ,� �
C. THREE (3) 12" X 12" SAMPLES OF ALL FLOOR COVERING. THE AREAS ADJACENT TO THE CONSTRUCTION AREA. CEASE OPERATIONS AND POWER FEED. N '� rn
NOTIFY THE ARCHITECT IMMEDIATELY IF THE STRUCTURE APPEARS TO BE � ai �
D. SUBMIT ACTUAL CUTTINGS OF EACH PRODUCT FOR COLOR QUALITY CONTROL. 9. WHERE DEDICATED ELECTRICAL OUTLETS ARE NOTED WITHIN THE FURNITURE Q ��
� ENDANGERED. DO NOT RESUME OPERATIONS UNTIL CORRECTIVE MEASURES HAVE a �,
BEEN TAKEN. PANEL SYSTEM, THE PANEL SYSTEM SHALL ACCOMMODATE THIS REQUIREMENT. � bn q
6. WHERE MATERIALS ARE NOT RETURNABLE, SUBMIT SAMPLES TO ARCHITECT � �� �� o rn
BEFORE PLACING FULL ORDERS. 17. CONTRACTOR SHALL MAINTAIN REQUIRED MEANS OF EGRESS AND ENSURE THAT 10. FLOOR OUTLETS ARE ACCEPTABLE NEXT TO SLIDING PANELS/WALLS AND OTHER } v v � 3��
EXIT ROUTES ARE SIGNED, LIGHTED AND PROTECTED IN ACCORDANCE WITH CODE SPECIAL CONVENIENT LOCATIONS. Q .� ��, �, •� N v�o�' �;
7. S U B M I T S E A M I N G P L A N F O R A L L F L O O R F I N I S H E S T O A R C H I T E C T F O R A P P R O V A L REQUIREMENTS. RELOCATE EXISTING AND/OR PROVIDE SMOKE PROTECTORS AND �°�' .� ;� a�i �-�+ ���
PRIOR TO ORDER. LIFE SAFETY EQUIPMENT FOR ADEQUATE COVERAGE. 11. WHERE ELECTRICAL WORK IS SPECIFIED IN CONJUNCTION WITH CABINET WORK, N ;� ��, �;� ���
LAMPS AND FIXTURES ARE TO BE PROVIDED BY THE GENERAL CONTRACTOR. � sa .� ���i m,n a�
8. NOTIFY ARCHITECT IMMEDIATELY OF ITEMS WITH LONG LEAD TIMES. 18. PROVIDE TEMPORARY NON-COMBUSTIBLE CONSTRUCTION BARRIERS WHERE °
REQUIRED BY CODE AND THE GOVERNING FIRE AUTHORITY. MINIMUM 12. CUT-OUTS FOR SWITCHES, OUTLETS, ETC. AS REQUIRED BY THE CABINET �
9. ALL PAINT FINISH OF METAL PARTS OF DOORS, HANDRAILS, PERIMETER REQUIREMENTS: CONTRACTOR ARE TO BE COORDINATED WITH THE ELECTRICAL CONTRACTOR,
ENCLOSURES, ETC., SHALL BE SEMI-GLOSS, U.O.N. U.N.O. ALL RECEPTACLES WHERE MILLWORK OCCURS SHALL BE LOCATED PER � REGISTRATION
A. FULL HEIGHT WALL FROM FLOOR TO CEILING. ELEVATIONS OF THE MILLWORK ITEM IN QUESTION. W
10. WHERE PAINT COLORS CHANGE, CORNERS ARE TO BE CUT-IN FREE OF g, STUDS AT 24" O.C., WITH 5/8" TYPE 'X' GYPSUM BOARD. �
OVERLAPPING. C. NON-COMBUSTIBLE ACCESS DOOR WITH (3) HINGES AND SPRING CLOSER. 13. ALL WALL COVER PLATES SHALL BE WHITE, UNLESS BUILDING STANDARD IS
DIFFERENT, MATCH BUILDING STANDARD. �
11. PRIOR TO THE INSTALLATION OF WALL COVERINGS, SURFACES SHALL BE � g, SURVEY EXISTING FLOORS AND CLEARLY MARK ON FLOOR SURFACE THE �
PROPERLY PREPARED WITH SEALER PER MANUFACTURER�S RECOMMENDATIONS. LOCATIONS OF ALL BEAMS AND JOISTS. MARK ALL CORE DRILL PENETRATIONS 14. ALL SEPARATE CIRCUIT RECEPTACLES TO BE ORANGE COLOR WITH BUILDING a a�
STANDARD COLOR COVER PLATE. � ����
12. CONTRACTOR TO VERIFY CONDITION AND LEVEL OF FLOOR SO AS TO RECEIVE AND RECEIVE STRUCTURAL ENGINEER'S APPROVAL PRIOR TO DRILLING CONCRETE. Z � CT
NEW FINISHES WITHOUT BOWING AT FLOOR OR WALL BASE. CONTRACTOR IS 15. POWER/SIGNAL AND REFLECTED CEILING PLANS ARE FOR THE GENERAL � � �
RESPONSIBLE FOR ALL FLOOR PREPARATION. 20. CUT RIGID MATERIALS USING MASONRY SAW OR CORE DRILL. PNEUMATIC TOOLS INFORMATION OF THE CONTRACTOR. EXACT LOCATIONS SHOULD BE VERIFIED. o
ARE NOT ALLOWED WITHOUT PRIOR APPROVAL. � DAVINA
z STATE OF WASHINQTON
13. ALL CARPETING SHALL BE INSTALLED WITH GLUE DOWN METHOD, U.O.N. 21. ALL CORE DRILLING OR OTHER NOISY WORK SHALL BE SCHEDULED 48-HOURS IN 16. TENANT TO PROVIDE AND INSTALL THE TELEPHONE AND DATA COMMUNICATION o
ADVANCE WITH THE OWNER. CABLING. CONTRACTOR TO COORDINATE SCHEDULING AND OTHER REQUIREMENTS
14. WHERE FLOOR-MOUNTED oUTLETS ARE REQUIRED ON CARPETED AREA, CUT WITH TENANT. a EXP 03-03-n
CARPET IN AN "X" OVER FLOOR HOLE AND INSTALL CARPET OVER TOP. DO NOT 22, APPLY CEMENT BASE FLOOR PATCH AS REQUIRED TO FILL DINGS, NAIL HOLES, U
TRIM CARPET. CHIPS AND CRACKS. 17. ALL/ANY CORE DRILL LOCATIONS SHALL BE VERIFIED WITH DESIGNER PRIOR TO �
DRILLING. ALL UNUSED CORE DRILLS SHALL BE PLUGGED AND CAPPED AS o
15. ALL V.C.T. TO BE INSTALLED WITH FULL TILE FROM VINYL THRESHOLD STRIP AND REQUIRED TO MAINTAIN FLOOR FIRE RATING. W
FULL TILE FROM WALL ADJACENT TO DOOR SWING, U.O.N. 23. AT FLOOR AREAS SCHEDULED TO RECEIVE NEW FLOOR COVERING, REMOVE Z
EXISTING FLOOR COVERING AND PREPARE SUBSTRATE FOR NEW FLOOR COVERING 18. ALL TELEPHONE AND COMPUTER WIRES SHALL BE PULLED BY TENANT W
16. PROVIDE AND INSTALL SPECIFIED BASE FOR ALL AREAS TO RECEIVE FLOORING. PER SPECIFICATIONS AND MANUFACTURER'S REQUIREMENTS. CONTRACTOR U.O.N. ELECTRICAL CONTRACTOR SHALL PROVIDE PULL WIRES AND � �"�
BOXES AT EACH LOCATION. �
24. AT ABANDONED PENETRATIONS OF FIRE RATED WALLS CEILING OR FLOOR W N
17. CONTRACTOR SHALL PROVIDE PRE-FORMED RUBBER BASE CORNERS. DO NOT ' Y
CONSTRUCTION, COMPLETELY SEAL VOIDS WITH FIRE RATED MATERIAL TO FULL �
CUT OR BEND STRAIGHT BASE TO MAKE CORNERS. 19. CONTRACTOR SHALL OBTAIN APPROVAL FROM ARCHITECT FOR ALL THERMOSTAT C�O
THICKNESS OF THE PENETRATED ELEMENT. ALL PATCHING OF EXISTING WORK TO LOCATIONS. Q r � 00
REMAIN SHALL MATCH FINISH PER SCHEDULE OR WHERE UNSCHEDULED TO �
18. MILLWORK LOWER CABINETS ARE NOT TO RECEIVE WALL BASE UNLESS INDICATED ' N . N
MATCH EXISTING FINISHES TO REMAIN, AND SHALL MEET OR EXCEED FIRE RATING �n
ON FINISH PLANS. '� Fd :.... - N O �
INDICATED ON FLOOR PLAN AND AS REQUIRED BY THE FIRE/LIFE SAFETY R�VI��' (�� o V �
INSPECTOR. ��'���"��'� `� N
19. FLOOR FINISHES TO CONTINUE UNDERNEATH "OPEN FLOOR" AREAS OF MILLWORK, �,��3� ���� � Q • 7`
INCLUDING SINK AREA AND AT ALL UNDER-COUNTER EQUIPMENT AREAS WHICH 25. COORDINATE EXISTING SPRINKLER LINE AND HEAD LOCATION WITH NEW PLAN. ��p� � -I W O
ARE OPEN TO THE FLOOR. z �
SUBMIT SPRINKLER SHOP DRAWINGS TO ARCHITECT FOR REVIEW WITH THE CITY ,U� � 1 Z�� � � �
20. FLOORS SHALL BE SLOPED TO FLOOR DRAINS. COORDINATE WITH PLUMBING AND FIRE DEPARTMENT. � W � (/� �
STRUCTURAL DRAWINGS. IN RATED FLOOR CONDITIONS, CONFIRM REMAINING FLOOR 26. CONTRACTOR IS RESPONSIBLE FOR BUILDING SECURITY DURING DEMOLITION � 1I� � Q �L'
THICKNESS STILL CONFORMS TO MINIMUM RATING REQUIREMENT. m
PHASE. PROTECT ALL OPENINGS FROM WEATHER CONDITIONS AND SECURE THEM �`v� o =
TO PREVENT VANDALISM. � '�'""� � � LL
21. CONTRACTOR TO RUN CALCIUM CHLORIDE TEST ON ALL EXISTING OR NEW 1
CONCRETE SLABS PRIOR TO INSTALLING ANY FLOORING AND COMPARE RESULTS 2�, DO NOT PERFORM ANY WORK THAT WILL VOID WARRANTIES OF EXISTING D E M O L I T I E S � W -� z�
WITH FLOORING MANUFACTURE'S RECOMMENDED MAXIMUM CONTENT FOR Q '- � W Q
WARRANTIES AND ADHESIVE PRODUCTS. WEATHER EXPOSED OR MOISTURE RESISTANT ELEMENTS WITHOUT PRIOR 3 �
APPROVAL FROM THE OWNER. � W (n
22. PRIOR TO NEW FLOORING INSTALLATION REMOVE EXISTING FLOOR FINISHES. PATCH 2g, ARCHITECT ASSUMES NO RESPONSIBILITY RELATING TO ANY TOXIC MATERIALS, 1. DRAWINGS OF EXISTING CONDITIONS HAVE BEEN COMPILED FROM EXISTING DATA Z � � � Q
AND REPAIR SUB-FLOOR AS REQUIRED. PREPARE FLOORS AND TRANSITIONS AS INCLUDING ASBESTOS, AND ASSUMES NO RESPONSIBILITY TO ITS EXISTENCE OR SUPPLIED BY THE OWNER TO THE ARCHITECT. THE ARCHITECT MAKES NO � W W -.I
REQUIRED FOR SMOOTH AND LEVEL FINISH PER APPLICABLE BUILDING CODES. W
REMOVAL. THE OWNER WILL TAKE ACTION FOR DIRECTLY CONTRACTING WITH A WARRANTY, EITHER EXPRESS OR IMPLIED, FOR THE ACCURACY OF THE � �--•
CONSULTANT OR SPECIALIST, LICENSED BY THE STATE, FOR SUCH SERVICES COMPLETENESS OF THE EXISTING INFORMATION RECORDED. THE CONTRACTOR Q
23. ALL FLOORING TRANSITIONS AMONG ALL THE DIFFERING FLOORING MATERIAL SHOULD THOSE SERVICES BE REQUIRED ON THE PROJECT. SHALL FIELD VERIFY ALL EXISTING CONDITIONS AND NOTIFY THE ARCHITECT } � ��
SPECIFICATION TYPES ARE TO BE A FLUSH TRANSITION. IMMEDIATELY OF ANY DISCREPANCIES OR CONFLICTS THAT MIGHT ARISE IN THE � � � �
29. IF THE EXISTING BUILDING CONSTRUCTION IS CLASSIFIED SUCH THAT COURSE OF THE DEMOLITION WORK. W =
24. FEATHER SUB-FLOOR UP FOR A) TILE FLOORING TO CARPET AND B) VINYL FIREPROOFING INSULATION IS PRESENT, THEN THE CONTRACTOR, PRIOR TO � �' _ �"""
FLOORING TO CARPET, FOR FLUSH INSTALLATION. STARTING ANY WORK, SHALL VER�FY THE CURRENT FIRE-RESISTANCE RATING(S) 2. VERIFY LOCATIONS OF EXISTING MECHANICAL, PLUMBING AND ELECTRICAL �I�` �,,,, I�f�p� = U
25. INSTALL METAL TRANSITION STRIPS WHERE TILE MEETS ALL OTHER FLOORING OF THE EXISTING BUILDING ELEMENT(S). IF THE EXISTING FIREPROOFING UTILITIES. LOCATE AND PROTECT UTILITIES TO REMAIN. DISCONNECT, REMOVE �"� �� �,� � �
INSULATION IS DAMAGED/AFFECTED DURING THE COURSE OF THE WORK, AS BACK TO NEAREST JUNCTION BOX OR PANEL AS REQUIRED AND CAP L
TYPES. PROVIDE LOW PROFILE TRANSITION STRIP WHERE ALL OTHER DIFFERENT DESIGNATED UTILITIES WITHIN THE DEMOLITION AREA. REFER TO THE J I�� �I"
FLOOR TYPES MEET, VERIFY COLOR. DEFINED BY THIS PROJECT SCOPE, THEN THE CONTRACTOR SHALL PATCH/REPAIR MECHANICAL, PLUMBING AND ELECTRICAL DRAWINGS FOR ADDITIONAL INFO. ° ?��6 O
THE FIREPROOFING INSULATION TO A CONDITION THAT SHALL MATCH OR EXCEED }
26. CONTRACTOR TO HEAT/CHEMICAL SEAM VINYL FLOORING AS PER THE ORIGINAL FIRE-RESISTANCE RATING(S) OF THE EXISTING BUILDING 3. EXISTING ELECTRICAL AND TELEPHONE OUTLETS LOCATED ON DEMOLISHED WAL��� T"z(; �
MANUFACTURER'S SPECIFICATIONS AND SEAL ALL VINYL FLOORS PER ELEMENT(S). ARE TO BE REMOVED INCLUDING CONDUIT AND WIRING BACK TO JUNCTION BOX. �
MANUFACTURER'S MAINTENANCE SPECIFICATIONS. LOCATIONS ARE TO BE PATCHED AND REPAIRED TO BE FLUSH WITH ADJACENT W
30. CONTRACTOR TO RELOCATE AND REUSE EXISTING DOORS AND HARDWARE WHERE WALL SURFACE. � � w w
27. FLOOR COVERING INSTALLER TO FOLLOW MANUFACTURER'S SPECIFIED CARPET POSSIBLE. m w 5 5
INSTALLATION INSTRUCTIONS. USING ADHESIVES AND INSTALLATION METHODS 4. WHERE PLUMBING FIXTURES ARE BEING REMOVED OR WHERE EXPOSED PLUMBING o w��
REQUIRED INSTRUCTIONS TO MAINTAIN PRODUCT'S WARRANTY. CONTACT CARPET 31. EXISTING DOORS TO REMAIN U.O.N. PIPES OCCUR, CAP LINES BEHIND FINISHED SURFACES. PATCH AND REPAIR AS Z ���
SALES REPRESENTATIVE WITH QUESTIONS PRIOR TO PROCEEDING. REQUIRED. _ � o 0 0
� 5. ALL EXISTING CONSTRUCTION WHERE INDICATED INCLUDING ELECTRICAL, Z � Q Z w w�
28. FLOOR COVERING INSTALLER TO FOLLOW MANUFACTURER S SPECIFIED CONTOURED
T E L E P H O N E, P L U M 8 I N G A N D M E C H A N I C A L D E V I C E S N O T O T H E R W I S E I N D I C A T E D O N a � w-' J o C
RUBBER BASE INSTALLATION INSTRUCTIONS USING ADHESIVES AND INSTALLATION C� w=i v v w
METHODS REQUIRED TO MAINTAIN PRODUCT'S WARRANTY. THESE CONSTRUCTION DRAWINGS SHALL BE REMOVED IN A CAREFUL MANNER SO � ��' o o a.
AS NOT TO DAMAGE ADJOINING CONSTRUCTION. � Z o�- �- �
29. FLOOR COVERING INSTALLER REQUIRED TO PROVIDE MINI�AAL SEAMS/JOINTS AT � -� ��� O
6. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO LOCATE ALL EXISTING w�� w
AL L L O C A T I O N S F O R F L O O R A N D W A L L B A S E M A T E R I A L I N S T A L L A T I O N. P R O V I D E UTILITIES WHETHER SHOWN HEREON OR NOT AND TO PROTECT THEM FROM � c=n N N �
LOW VOC, BUT HEAVY DUTY ADHESIVES TO ENDURE HEAVY FOOT TRAFFIC, CARTS 3 cn w w�n
AND TO MAINTAIN PRODUCT'S WARRANTY. DAMAGE. THE CONTRACTOR SHALL BEAR ALL EXPENSE OF REPAIR OR � W -�� cn
REPLACEMENT OF UTILITIES OR OTHER PROPERTY DAMAGED BY OPERATIONS IN �
30. PRIOR TO PAINTING, WALLS MUST BE PATCHED AND REPAIRED, CLEAN AND DRY CONJUNCTION WITH THE EXECUTION OF HIS WORK. � 'Z ���
AND PROPERLY MEMBERED AND ALIGNED S0, AS TO LEAVE NO EVIDENCE OF o 0 0�
7. ALL EXISTING BUILDING UTILITIES SHALL REMAIN IN OPERATION DURING � N N N p
PATCHING OR REPAIRS. ALL SCREW AND NAIL HEADS MUST BE SET AND CONSTRUCTION. PROVIDE REROUTING OF UTILITIES SERVING ADJACENT AREAS � � ¢''`' `t N
SPACKLED. ALL JOINTS MUST BE TAPED AND COVERED WITH JOINT COMPOUND. THAT ARE TO MAINTAIN UNINTERRUPTED SERVICE. ANY TEMPORARY SUSPENSION Z ��, ,n ��
JOINTS THAT ARE FILLED TO BE SANDED SMOOTH AND DUST REMOVED PRIOR TO OF SERVICE SHALL BE COORD►NATED AND APPROVED BY THE FACILITY MANAGER, a o 0 0 0
RECEIVING NEW PAINT FINISH APPLICATION. NOT LESS THAN 24-HOURS IN ADVANCE. �
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31. PRIOR TO PAINTING OVER WALL COVERING, SECURELY GLUE DOWN ANY LIFTING OR 8. THE CONTRACTOR WILL VERIFY AND CONFORM TO ALL REQUIREMENTS OF ALL �
BUCKLING AND HIDE ALL SEAMING OR BUMPS. UTILITY COMPANIES UNLESS OTHERWISE NOTED IN THE PLANS AND W
32. WALLS TO HAVE AT LEAST ONE COAT OF COLORED PRIMER AND TWO COATS OF SPECIFICATIONS. � PA / PM: N. ROESER
W
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SPECIFIED PAINT FINISH TYPE. PAINT TO BE A LOW VOC UNLESS U.O.N. HIGH 9. THE DEMOLITION PLAN KEYNOTES ARE DIAGRAMMATIC AND GENERAL IN NATURE. � DRAWN BY: T.C.
TRAFFIC/WEAR ABILITY WITH GOOD SCRUB AND CLEANING ABILITY. VERIFY ALL THE INTENT. IS TO ILLUSTRATE THE COMPLETE DEMOLITION OF THE SPACES o
WITH TENANT OR OWNER PRIOR TO PURCHASING PAINT. INDICATED UNLESS NOTED OTHERWISE. FIELD VERIFICATION OF EXISTING Q JOB NO.: SEA16-6016-00
CONDITIONS AND SPECIFIC QUANTtTIES IS THE RESPONSIBILITY OF THE �
33. PAINT ALL SPEAKER COVERS AND HVAC GRILLS IN GYPSUM BOARD WALLS AND CONTRACTOR. W -
CEILINGS TO MATCH ADJACENT PAINT COLOR AS SPECIFIED. N . SHEET
� 10. REMOVAL AND DISPOSAL OF DEMOLITION DEBRIS IS THE RESPONSIBILITY OF THE z
CONTRACTOR. VERIFY THE HAULING ROUTE THROUGH THE BUILDING, THE �
DEMOLITION STAGING AREA, AND THE LOCATION OF THE DUMPSTERS WITH THE Z
OWNER PRIOR TO THE START OF DEMOLITION. DISPOSAL OF RUBBISH SHALL BE Q
DONE IN A LEGAL MANNER. o ■
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� � WIDTH j? �� CHANGES IN LEVEL] DETAIL AND SHALL HAVE A SLOPE NOT STEEPER THAN 1:48. CHANGES IN LEVEL ARE NOT PERMITTED AT DOOR °
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I � �_ I 2. THRESHOLDS, IF PROVIDED AT DOORWAYS SHALL BE 1/2" HIGH MAX. RAISED THRESHOLDS AND CHANGES IN LEVEL AT DOORWAYS � O �
� / �� �. SHALL COMPLY WITH [ROOR OR GROUND SURFACES & CHANGES IN LEVEL] DETAIL �
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�\� i q: }�� i`° 3. HANDLES, PULLS, LATCHES, LOCKS AND 0'THER OPERABLE PARTS ON DOORS AND GATES SHALL BE OPERABLE WITH ONE HAND AND z
'.,a �� �/ � Q�� / � SHALL NOT REQUIRE TIGHT 6RASPING, PINCHING OR TWISTING OR THE WRIST. � ,�
` / � g � ' � 4. THE FORCE REQUIRED TO ACIIVATE OPERABLE PARTS SHALL BE 5 LBS (22.5 N) MAX. o � t�
_ � ���,..A... �„� r�,.����.$:,s�,,v�;�� ��� .,�3 v�� <. � 5. OPERABLE PARTS OF DOOR HARDWARE SHALL BE 34" MIN. AND 48" MAX. ABOVE THE FINISH FLOOR OR GROUND. � �
6. WHERE SLIDING DOORS ARE IN THE FULLY OPEN POSITION, OPERATING HARDWARE SHALL BE EXPOSED AND USABLE FROM BOTH SIDES. W � �
�C� �A� � A�POSITION G FT 12'LFROMSTHE LATCH SD 5 S CON S MINT FROM AN OPEN POSITION OF 90' THE �1ME REQUIRED TO MOVE THE DOOR TO o �
8. DODR AND GATE SPRING HINGES SHALL BE ADJUSTED SO THAT FROM THE OPEN POSITION OF 70' THE DOOR OR GATE SHALL MOVE TO p
THE CLOSED POSITION IN 1.5 SECONDS MIN. o V
� � � �. �.�. �.,. . ��3 .��� �� .�� . .�, ... � �� . . 9. THE FORCE FOR PUSHING OR PUWNG OPEN A DOOR OR GATE SHALL BE AS FOLLOWS:
��� ��� 9.1. IN7ERIOR HINGED DOORS AND GATES: 5 LBS (22.5 N) MAX. a O
DOOR i/ 48�� MIN. DOOR 9.2. SLJDING OR FOLDING DOORS: 5 LBS (22.5 N) MAX. � �
9.3. REQUIRED FlRE DOORS: THE MINIMUM OPENING FORCE ALLOWABLE BY THE APPROPRIATE ADMINISTRATIVE AUTHORITY, NOT TO � �
WIDTH � Z �� WIDTH EXCEED 15 LBS (66.7 N). a r-�, ��
� � I 9.4. EXTERIOR HINGED DOORS: 5 LBS (22.5 N) MAX. � w v�
� � 10. SWNGING DOOR AND GATE SURFACES WITHIN 10° Of THE FlNISH FLOOR OR GROUND MEASURED VER7ICALLY SHALL HAVE A SMOOTH � �
�� � j �_' SURFACE ON THE PUSH SIDE EXTENDING THE FULL WIDiH OF THE DOOR OR GATE. PARTS CREATING HORIZONTAL OR VERIICAL JOINTS 3 � �
'� � � �` IN THESE SURFACE SHALL BE WITHIN 1/16" OF THE SAME PLANE AS THE OTHER AND BE FREE OF SHARP OR ABRASIVE EDGES.
�: �� � CAVITIES CREATED BY ADDED KICK PLATES SHALL BE CAPPE0. � .�/� �
{ �� �� 11. WI-ERE AUTOMA7IC AND POWER—ASSISTED DOORS AND GATES WITHOUT STANDBY POWER ARE PART Of A MEANS OF EGRESS THE �
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MAXIMUM 0.5° 2" 5" 6" 9" 11' /Gl I I '+ �� �
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% ELEVATION PLA)N WITH BOTH CLOSER AND LATCH 36" MIN. �
o MANEUVERING CLEARANCE a
� KNEE CLEARANCE MANEUVERING CLEARANCE IN AN ALCOVE, PARALLEL �' SHEET
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OFFICE: B
813 S.F. / 100 S.F. PER OCC.
TOTAL OCCUPANTS = 8
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OFFICE: B
1,303 S.F. / 100 S.F. PER OCC.
TOTAL OCCUPANTS = 13
(E) OFFICE
200a
MAX. TRAVEL DIST NCE = 49'
OPEN
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200
(E) OFFICE
200b
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DOOR CAPACITY: 160
USED: 8
DOOR CAPACITY:160
USED: 7
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IT CLOSET
CONFERENCE: B CONFERENCE: B 203a
146 S.F. / 15 S.F. PER OCC. 147 S.F. / 15 S.F. PER OCC.
TOTAL OCCUPANTS = 10 TOTAL OCCUPANTS = 10 �r—
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SCALE: 1 /16"=1'-0"
MAX. TRAVEL DISTANCE = 67'
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CONFERENCE: B
256 S.F. / 15 S.F. PER OCC.
TOTAL OCCUPANTS = 17
BREAK: B
252 S.F. / 15 S.F. PER OCC.
TOTAL OCCUPANTS = 17
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SCALE: 1 /8"=1'-0"
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OCCUPANCY � EGRESS NOTES �
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�3 EXISTING ELEVATOR TO REMAIN. �
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�5 EXISTING RESTROOM FACILITY TO REMAIN. m
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20121BC MEANS OF EGRESS ILLUMINATION o
1006.1 Illumination required. �
The means of egress, including the exit discharge, shall be �
illuminated at all times the building space served by the o
means of egress is occupied. m
1006.2 Illumination level. m
The mearis of egress illumination level shall not be less than �
1 foot-candle at the walking sur�ace. _
1006.3 Iilumination emergency power. }
The power supply for means of egress illumination stiall Z
normally be provided by the premises' electrical supply. w
In the event of power supply failure, an emergency electrical �
system shall automatically illuminate the following areas o
1. Aisles and unenclosed stairways of rooms that require Z
two or more means of egress. a
2. Corridors, exit enclosures and exit passageways... w
3. Exterior egress components... ;
4. Interior exit discharge elements... o
5. Exteriar landings;..for exit discharge doorways... W
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2012 IBC MEANS OF EGRESS ILLUMINATION a
1006.3.1 Illumination level under emergency power. Z
Emergency lighting facilities shall be arranged to provide �
initial illumination that is at least an average of 1 foot-candle w
and a minimum at any point of 0.1 foot-candle measured �
along the path of egress at floor level. Illumination levels �
shall be permitted to decline to 0.6 foot-candle at the end of �
the emergency lighting time duration. A maximum-to- `"
minimum illumination uniformity ration of 40 to 1 shall not �
be exceeded. o
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MAXIMUM TRAVEL DISTANCE TO EXITS: (1016.2 SPRINKLERED BUILDING) �
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AGGREGATE OCCUPANT LOAD AT DESIGNATED n
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NOTE: ADDITIONAL DIRECTIONAL EXIT SIGNS MAY BE REQUIRED PRIOR TO FINAL
INSPECTION AND SUBJECT TO BUILDING INSPECTOR.
REGISTRATION
86�
�REGISTERED
ARC TECT
DAVIN I IA UERR
STATE OF WASHINGTON
EXP. 03-03-17
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1,8��=1�-°�� DEI�OLITION FLOOR PLAN
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SCALE: 1 /8"=1'-0"
DEMOLITION CEILING PLAI�
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SEE SHEET A0.2 AND A0.2a FOR GENERAL NOTES
DEIVIOLITION FLOOR NOTES
�1 REMOVE PARTITIONS AND RELATED ELECTRICAL OUTLETS AS INDICATED.
TERMINATE ELECTRICAL LINES BACK TO POINT OF ORIGIN.
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REMOVE DOOR ASSEMBLY. SAVE FOR POSSIBLE RELOCATION.
CUT—IN SECTION OF WALL AS REQUIRED FOR NEW 3�-0" DOOR.
CUT—IN SECTION OF WALL AS REQUIRED FOR NEW 3'-0" DOOR AND 2'-0"
INTEGRATED SIDELITE TO MATCH EXISTING.
REMOVE EXISTING MILLWORK.
REMOVE EXISTING MILLWORK & SINK. CAP PLUMBING AS REQUIRED.
REMOVE POWER/SIGNAL OU�LETS AS SHOWN.
REMOVE ALL WALL AND FLOOR FINISHES THROUGHOUT. PREP FOR NEW
FINISHES PER FINISH PLAN.
9� EXISTING EXTERIOR HORIZONTAL WINDOW BLINDS TO REMAIN, UNLESS
DAMAGED BEYOND REPAIR. CLEAN EXISTING BLINDS AS REQUIRED FOR
"LIKE NEW" CONDITION. REPLACE ANY DAMAGED OR MISSING BLINDS TO
MATCH EXISTING.
DEMOLITION CEILING NOTES
20 EXISTING CEILING GRID & TILES TO REMAIN THROUGHOUT, U.O.N. PATCH &
REPAIR GRID AS REQUIRED AND REPLACE DAMAGED TILES AS NEEDED FOR
LIKE NEW CONDITION.
21 E�XISTING LIGHT FIXTURES TO REMAIN THROUGHOUT, U.O.N. CLEAN FIXTURES
AS REQUIRED FOR "LIKE NEW" CONDITION. � RE-LAMP AS REQUIRED. SAVE
ALL DEMO'D FIXTURES FOR POSSIBLE RELOCATION.
22 THE CEILING/LIGHTING IN THIS ROOM/AREA IS EXISTING TO REMAIN.
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EXISTING TILE AND PREP FOR NEW TO MATCH EXISTING SUITE 205
STANDARD.
EXISTING 2'x4' DIRECT/INDIRECT LIGHT FIXTURE TO REMAIN
EXISTING 2'x4' FLUORESCENT LIGHT FIXTURE TO BE REMOVED —
SAVE FOR RELOCATION
EXISTING 2'x2' FLUORESCENT LIGHT FIXTURE TO BE REMOVED —
SAVE FOR RELOCATION
EXISTING CEILING—MOUNTED EXIT SIGN TO REMAIN
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JOB NO.: SEA16-6016-00
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1,8�'=1�—°�� PARTITION PLAN
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16'
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SCALE:
POWER AR1D SIGNAL PLAN
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LEGENDS
WALL LEGEND
2F
A6.1
INDICATES AREA NOT IN CONTRACT (N.I.C.)
EXISTING PARTITION
PARTITION TO UNDERSIDE OF CEILING
NOTE: SEE METAL WALL STUD TABLE ON SHEET A6.1 TO SELECT APPROPRIATE
WALL STUD SIZE FOR WALL HEIGHT.
POWER & SIGNAL LEGEND
EXISTING OUTLETS TO REMAIN U.N.O.
NEW 110v. DUPLEX RECEPTACLE, MOUNTED VERTICALLY AT +18" A.F.F., U.O.N
"C" DESIGNATES RECESSED TYPE SOCKET.
NEW DEDICATED 110v./20 AMP DUPLEX RECEPTACLE, MOUNTED VERTICAL�Y
AT +18" A.F.F., U.O.N.
NEW 110v. DUPLEX RECEPTACLE, MOUNTED 44" A,F.F.
NEW DEDICATED 110v./20 AMP DUPLEX RECEPTACLE, MOUNTED 60" A.F.F.
NEW 110v. FOURPLEX RECEPTACLE, MOUNTED AT +18" A.F.F., U.O.N.
NEW DEDICATED 110v./20 AMP FOURPLEX RECEPTACLE, MOUNTED AT +18"
A.F.F., U.O.N.
NEW 110v. FOURPLEX RECEPTACLE, MOUNTED 6" ABOVE COUNTER OR SPLASH
� NEW 110v. FOURPLEX RECEPTACLE, MOUNTED FLUSH IN FLOOR BOX WITH
FITTINGS. WIREMOLD CATALOG #RC4ATCBK. 1-2 JUNCTION BOXES FOR DATA.
1-2 DUPLEX ELECTRICAL OUTLETS.
I� NEW COMBINATION TELEPHONE/DATA OUTLET MUD RING, WALL-MOUNTED AT
18" A.F.F., U.O.N. PROVIDE PULL ROPE TO ABOVE ACCESSIBLE CEILING
SPACE.
NEW COMBINATION TELEPHONE/DATA OUTLET MUD RING, WALL-MOUNTED 44"
A.F.F. PROVIDE PULL ROPE TO ABOVE ACCESSIBLE CEILING SPACE.
NEW COMBINATION TELEPHONE/DATA OUTLET FLUSH IN FLOOR BOX WITH
FITTINGS. PROVIDE FIRE RATING AS REQUIRED. "P" DESIGNATES PEDESTAL
TYPE DEVICE.
NEW SPECIAL DUPLEX RECEPTACLE.
NEW DATA OUTLET, CEILING-MOUNTED (IN ACCESSIBLE CEILING)
(�f�U I IUIV: It' I t-115 51-1CC I I� IVV I L4��X�1��� I I IJ H KCUUI.�CV t-'1'�IIV I
SEE SHEET A0.2 AND A0.2a FOR GENERAL NOTES
PARTITION NOTES
�1 NEW UPPER & LOWER CABINETRY WITH DRAWERS, MICROWAVE SHELF,
BACK AND SIDE SPLASH AND SINGLE-BASIN STAINLESS STEEL SINK
WITH FAUCET (MANUFACTURER: DELTA, MODEL: 467-DST).
0 PROVIDE (2) SINK-MOUNTED SOAP DISPENSERS, INSTALLED 1 AT EITHER
SIDE OF FAUCET. MANUFACTURER: DELTA, MODEL: SELECT RP1001.
� NEW (2) 12" DEEP ADJUSTABLE SHELVES ON HEAVY-DUTY BRACKETS AND
STANDARDS. SEE DETAIL 7/A6.1
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�4 NEW SHELF WITH WOOD HANGER ROD. SEE A4.1
� NEW WORK COUNTER WITH BACKSPLASH AND SIDESPLASH, UNDERSIDE
SUPPORTS, AND UPPER CABINETRY ABOVE. UP TO QTY (3) 80 POUND PIECES
OF EQUIPMENT MAY SIT ON THIS, SUPPORT UNDER THE COUNTER NEEDED.
�6 NEW OPEN LOWER CABINETRY WITH BACKSPLASH AND SIDESPLASH.
�7 NEW WATER FILTRATION UNIT TO BE PROVIDED AND INSTALLED BY
TENANT. PROVIDE RECESSED HARD WATER LINE.
� NEW COFFEE MAKER TO BE PROVIDED BY TENANT AND INSTALLED BY
TENANT'S WATER FILTRATION VENDOR. VERIFY LOCATION WITH TENANT
PROVIDE RECESSED WATER LINE ABOVE COUNTER.
�9 NEW REFRIGERATOR TO BE PROVIDED BY TENANT.
10 NEW MICROWAVE TO BE PROVIDED BY TENANT.
11 NEW DISPLAY MILLWORK WITH LOWER CABINETRY AND GLASS
SHELVING. SEE DETAIL 6/A4.1
�2 NOT USED.
13 SAW-CUT CORE EXISTING FLOOR IN THIS AREA AS REQUIRED FOR NEW
PLUMBING.
14 WALLS OF THIS ROOM TO BE INSULATED WITH R-19, UNFACED FIBERGLASS
INSULATION AND 4' BUTT INSULATION ON BOTH SIDES OF PARTITION. SEE
ALTERNATES A1 THROUGH A-6 BELOW.
15 NEW SHELF WITH UNDERSIDE SUPPORTS.
POWER AND SIGNAL NOTES
20 ALL FURNITURE TO BE PROVIDED AND INSTALLED BY TENANT. VERIFY
EXACT LOCATIONS WITH FURNITURE DEALER PRIOR TO INSTALLATION
OF RELATED POWER & SIGNAL CONNECTIONS.
21 VERIFY POWER REQUIREMENTS FOR USER PROVIDE EQUIPMENT PRIOR
TO INSTALLATION OF RELATED POWER & SIGNAL CONNECTIONS.
22 FLOOR OUTLETS IN THIS ROOM, VERIFY LOCATION WITH TENANT.
MODEL #RC4ATCBK.
23 EXISTING ELECTRICAL OUTLET TO REMAIN.
24 SAW-CUT EXISTING CONCRETE FLOOR IN THIS AREA AS REQUIRED FOR
NEW POWER. NEW RECEPTACLES TO BE COMPLETELY FLUSH AND
ACCEPT FLOOR SURFACE FOR CONCEALED LOOK.
25 ALL OUTLETS TO BE WHITE.
26 REMOVE ALL EXISTING BLANK OUTLETS, PATCH AND PAINT EXISTING
BLANK OUTLETS, VERIFY WITH TENANT.
27 PROVIDE POWER AND DATA ABOVE FOR TENANT PROVIDED WALL
MOUNTED PROJECTOR AND POWER FOR TENANT PROVIDED WALL
MOUNTED ELECTRONIC PROJECTION SCREEN.ADD BACKING AS NEEDED
SEE 7/A6.1
28 ALL EXISTING DATA JACKS NEED TO BE PATCHED AND PAINTED.
A1 PROVIDE ALTERNATE PRICING FOR "MINERAL FIBER INSULATION", AT
INSULATED WALLS.
A2 PROVIDE ALTERNATE PRICING FOR BETTER R-VALUE INSULATION OR
SPARE FOAM INSULATION AT INSULATED WALLS.
A3 PROVIDE ALTERNATE PRICING FOR PLATE/SADDLE AT BOTTOM OF
DOOR.
A4 PROVIDE ALTERNATE PRICING FOR RUBBER SEAL AROUND DOOR.
A5 PROVIDE ALTERNATE PRICING FOR NEW WALLS TO BE FULL HEIGHT TO
DECK.
A6 INSTALL VENT ELBOW.
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INDICATES DIRECTION OF FLOORING INSTALLATION
PAINT - TYPICAL THROUGHOUT, U.O.N.
BENJAMIN MOORE
DECORATORS WHITE (READY-MIXED COLOR)
EGGSHELL
P ITEM: PAINT - ACCENT
2 MFR: BENJAMIN MOORE
COLOR/N0: VAN COURTLAND BLUE HC-145
FINISH: EGGSHELL
FOR ADDITIONAL INFORMATION AND REQUIREMENTS REGARDING
PAINT SEE www.waremalcomb.com/ws/09900-001.pdf
VB ITEM: VINYL BASE - TECH/STOR./BREAK/IT ROOMS
1 MFR: JOHNSONITE
COLOR/N0: 20 CHARCOAL
SIZE: T.B.D.
STYLE: COVED @ RESILIENT FLOORING
VB ITEM: VINYL BASE - ENTRY HALLWAY/CARPET/CLOSET
2 MFR: JOHNSONITE
COLOR/N0: 47 BROWN
SIZE: T.B.D.
STYLE: STRAIGHT � CARPET / COVED � RESILIENT FLOORING
FLOOR FlNISHES
CPT ITEM: CARPET - OPEN OFFICE, CONFERENCE RMS.
1 MFR: SHAW
COLLECTION/ EVOLUTION 50913
STYLE:
COLOR/N0: 13760 ATMOSFERA
INSTALLATION: GLUE–DOWN
FOR ADDITIONAL INFORMATION AND REQUIREMENTS REGARDING
CARPET SEE www.waremalcomb.com/ws/09680-001.pdf
VCT ITEM: VINYL COMPOSITION TILE - TECH/STOR./IT ROOMS
� MFR: ARMSTRONG IMPERIAL TEXTURE, STANDARD EXCELON
COLOR/N0: PEWTER #51908
SIZE: 12"X12"
VP ITEM: VINYL PLANK FLOORING - ENTRY HALLWAY/COAT CLOSET
� MFR: SHAW, UNCOMMON GROUND 0188V
COLOR/N0: 02573 CHOCOLATE CHERRY
SIZE: 6'�X36'�
VP ITEM: VINYL PLANK FLOORING – BREAK RM.
2 MFR: SHAW, UNCOMMON GROUND 0188V
COLOR/N0: 02520 ZEN
SIZE: 6"X36"
FOR ADDITIONAL INFORMATION AND REQUIREMENTS REGARDING
RESILJENT FLOOR COVERING SEE
www.waremalcomb.com/ws/09650-001.pdf
MISCELLANEOUS FlNISHES
PL ITEM: PLASTIC LAMINATE - COUNTERTOP - BREAK RM.
1 MFR: WILSONART
COLOR/N0: GREY PAMPAS #4168-60
PL ITEM. PLASTIC LAMINATE - CABINETS - BREAK RM.
2 MFR: WILSONART
COLOR/N0: EMPIRE MAHOGANY #7122K-07
PL ITEM: PLASTIC LAMINATE - COUNTERTOP - TECH/STOR.
3 RMS.
MFR: WILSONART
COLOR/N0: NORTH SEA #090-60
PL ITEM:
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DS ITEM:
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COLOR/N0:
PLASTIC LAMINATE - CABINETS/CUBBIES -
TECH/STOR. RMS.
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NEUTRAL GLACE #4143-60
DOOR STAIN - MATCH BUILDING STANDARD
T.B.D.
T.B.D.
ALTERNATE FlNISHES
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COLLECTION /STYLE:
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INSTALLATION:
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SHAW
VISUAL ENERGY/ VIM 10301
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REFLECTED CEILING NOTES
�1 THIS ROOM/AREA IS OPEN TO ABOVE.
� THE CEILING/LIGHTING IN THIS ROOM/AREA IS EXISTING TO REMAIN.
�3 DASHED LINE INDICATES LOCATION OF UPPER CABINETRY.
� NEW (1) LAYER OF R-19 UNFACED FIBERGLASS INSULATION ABOVE CEILING AT
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�5 WALL–MOUNTED PROJECTION SCREEN, PROVIDED BY TENANT, INSTALLED BY AV
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INSTALLATION TO ROUGH–IN ELECTRICAL.
�6 LOCATION OF CEILING–MOUNTED PROJECTOR, PROVIDED BY TENANT, INSTALLED
BY AV VENDOR DURING TENANT RELOCATION. PROVIDE ELECTRICAL./DATA LINE
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70 PROVIDE TEMPERATURE CONTROL IN THIS ROOM, UNLESS ALREADY PROVIDED.
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CENTERED ON THE CEILING TILE.
� TYPICAL INSTALLATION OF LIGHT SWITCHES 15
AND T–STATS THROUGHOUT, U.O.N., SEE A6.2
10 TYPICAL INSTALLATION OF LIGHT SWITCHES 16
AND T–STATS AT ROOMS WITH SIDELITES, SEE
A6.2
11 PROVIDE EGG CRATE CEILING TILE AT THIS ROOM.
12 HVAC SYSTEM TO BE BALANCED. HVAC SYSTEM MUST BE
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OTHER TENANTS.
FI�IISH NOTES
20 ROOMS TO RECEIVE PAINT (P-1), VINYL BASE (VB-2) AND CARPET
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21 SEE MILLWORK ELEVATIONS ON SHEET A4.1 FOR COUNTERTOP AND
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22 VINYL BASE (VB-2) TO BE INSTALLED AT THIS LOWER CABINET.
23 EXISTING FINISHES TO REMAIN IN THIS ROOM.
24 VCT FLOORING TO BE WAXED DURING FINAL CLEANING.
25 VINYL FLOOR TRANSITION TO MATCH VB-2.
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I �I
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j EXISTING 2'X4' SUSPENDED CEILING GRID WITH NEW TILES
.......
........
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�
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NEW RECESSED DOWNLIGHT.
EXISTING CEILING–MOUNTED EXIT SIGN TO REMAIN
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N FLOOR RUNNER
„ 2 x 4 WOOD STRETCHERS AT 2 x 4 WOOD STRETCHERS AT �
3 2'-0" o.c. 3„ 2'-0" o.C. � 16 PERi�11T' CE�tTIER �
0
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TERTOP SUPPOI�T UPPER/LOWER CABINETS STORAGE ROOM #209 N
OPE�I LOWER CABINETS COUN _ � 2 . „_ ,_ „ _ _ g � . �,_ �_ „ 3 =
IMWCB-Low-o en-01 16 SCALE: 1=1 -0 IMWMI_Counter 01 SCALE. 1-1 0 IMWCB Up_low_drws_splash 01 S ALE. 1/4 1 0 00
SCALE: 1 "=1'-0" P Z
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3/4" PLASTIC LAMINATE M I LLWORaC/CAB I N ETRY I�OTES.
0
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3 5/8"X16 GA. STEEL STUD. 2�- �'� „ SEE SHEETS A0.2 & A0.2a FOR GENERAL NOTES
3/4 PLASTIC LAMINATE �
5/8" GYP. BOARD � _ 1/2" BACKSPLASH WITH 1/4" FOR ADDI110NAL INFORMA?lON AND REQUIREMENTS REGARDING INTERIOR >>�2�� ,„ 2'-0" 24" DEEP FIXED SHELF Q
� �a d- RADIUSED COVE 10 -7 PL WITH UNDER COUNTER �
O � ��� A R C H I T E C T U R A L W O O D W O R K S E E w w w. w a r e m a l c o m b. c o m/ w s/ Q 6 4 0 2- 0 0 1.p d f
3 SUPPORTS NEEDED. �
----------- 3/4" x 3" STRETCHER, TYP. 8 EQ. SPACES 3
w= 1. ALL MILLWORK SHALL CONFIRM TO THE CURRENT WOODWORK INSTITUTE o
Q"' STAINLESS STEEL SINK STANDARDS [PREMIUM GRADE]. ALL CABINETRY SHALL CONFORM TO THE PL ~
`` ---� W/OFFSET DRAIN, 6" DEEP MAX. CURRENT WOODWORK INSTITUTE STANDARDS [CUSTOM GRADE]. 4 ��- �\� ,�-�- ��� "
� N — _ _
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� � s�� � 3/4 PLASTIC LAMINATE 2. SHOP DRAWINGS FOR ALL CA8INETRY AND MILLWORK ARE REQUIRED TO BE _��- � cn N N c°,
PROVIDE BACKING SUPPORT cn ��I I� �l V" �l l� �I I a o
o i F A L S E F R O N T T O A L I G N W I T H S U B M I T T E D T O A R C H I T E C T A N D O W N E R F O R A P P R O V A L P R I O R T O F A B R I C A T I O N PL �
o� Z MIN. i ADJACENT DRAWERS AND INSTALLATION. 3 � o � o � a
�� Z � 1: 6 ► FOOD WASTE DISPOSER AT �� � � N � N �
�, � 3. DOOR PULLS SHALL BE: 4 SATIN CHROMIUM WIRE PULLS.
�: w MAX. � LOCATIONS INDICATED PER � � �
ANODIZED ALUMINUM SHELF ,.,_' �' � SLOPE � PARTITION PLAN 4. COUNTERTOPS SHALL HAVE BACK-SPLASHES ONLY WHERE SHOWN ON � � - / i ' � W
STANDARDS � N w � „ ELEVATION. I � o o �; � �
� Z �----� 1/4 MELAMINE BACK, TYP. �
� � �, 6" I�, DRAIN & HOT WATER PIPING 5. CABINET INTERIORS SHALL BE WHITE MELAMINE, INCLUDING EDGES. \' � M Q
o , M�<„ Z i Z
� � TO BE WRAPPED WITH 6. INTERIOR SHELVING SHALL BE COVERED IN WHITE MELAMINE. o
3/4" THICK SHELF WITH �- � INSULATION AS REQUIRED 11'-2" 2'-0" 2'-6" a
LAMINATED PLASTIC FINiSH 7. DOORS SHALL BE OF FLUSH OVERLAY CONSTRUCTION. "
FRAMELESS CONCEALED HINGE, �
ON ALL SU RFACES N 3" �� R� �4A� 1� a
� TYP. 8. DOORS EDGES SHALL BE EDGE BANDED TO MATCH THE FRONTS. UNDER COUNTER BRACKETS
� 1'-5" MIN. TO FLOOR. PROVIDE 12 TYP. � o
ACCESSIBLE INTEGRAL g, INTERIOR OF DOOR SHALL BE FACED WITH SAME MATERIAL AS THE FRONTS. BRACING AT WALL AND _ SIM. Q
12" ANODIZED ALUMINUM NEE TOE CLEARANC TOE-KICK
SHELF BRACKET „ tNTERMEDIATE SUPPORTS �'
10. EACH CABINET DOOR TO BE NO LESS THAN 12 WIDE AND NO GREATER THAN UNDER COUNTER REQUIRED. �
z
LVE LOWER CABINET AT SINK �8�� WIDE U.o.N. �} �. TECH ROOM #210 �
ADJUSTABLE �HE
% 1�,�, 11. (*) VERIFY ALL EQUIPMENT CLEARANCES. W
SCALE: 1�=1 -0 IMWMI-Adjust_shelve-01 �/ SCALE: 1"=1'-0" , IMWCB-Low_sink_splash-01 SCALE: 1/4"=1'-0" �
REGISTRATION
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DOOR TYPES OT TEMPERED GLAZING — CLEAR GLASS, U.N.O. DOOR SCHEDULE
N � �"' w � �
4" DOOR ROOM DOOR FRAME Q= �`'Q �� REMARKS
TYP.
N0. N0.
0� �� � <C
, �:I, ;; �, TYPE WIDTH HEIGHT THICK MATERIAL FINISH RATING MATERIAL FlNISH RAl1NG = C� O= W C�
I i i � � � ' ( � � � � O 200 � �> > �� �� SOLID CORE WOOD
,� �' II � �' ` 1.;' 1; ;`' ; '' �!�'' j f 200 ENTRY A 3-0 8-5 �-3�4 MATCH B S MATCH 20 MIN. WOOD MATCH 20 MIN. B1 1 a YES —
�i I � ,
�� 1 j I i, � � �,� �4 1� � t. � t i i��� i 201 ,„ ,„ �. SOLID CORE WOOD PROVIDE & INSTALL ELECTRIC HARDWARE FOR
" � � � � ; j ( � ;� ; I � j � � � � ' ;�; i � � + fT 2�1 OPEN OFFICE ��TIN 3 —0 8 —5 1-3/4 MATCH — WOOD MATCH — A1 1 d — —
MATCH B S TENANT—PROVIDED CARD READER.
I �� I i ' jI� } t ' ; ;';'` , � ' � 202 _ _ _ SOLID CORE WOOD _ _ _ _ RELOCATED DOOR WITH NEW HARDWARE.
i �� �' � t; l l 202 B 3' 0° 8' S" 1 3 4" MATCH WOOD MATCH 82 1 d
�� ; �� j�' � �I ' � / O CONF. RM. � MATCH B S PROVIDE GLASS INSERT PER TENANT STANDARD.
j, ,� �CI:��� j� �a���� .,
I j 1 � �-,,; P U L L— B A R ,� ���, ;' � ;�� � j�; � 2 0 3 2 0 3 B 3'— 0" 8'— 5" 1— 3/ 4 S O L I D C O R E W O O D M A T C H — W O O D M A T C H — 6 2 1 d — _ RELOCATED DOOR WITH NEW HARDWARE.
���� � � l T Y P. i� ,�;�! ; i I�i s � j O C O N F. R M. M A T 6 H B S PROVIDE GLASS INSERT PER TENANT STANDARD.
� `j ; 1 � ,� ��i t ; � ` f !`; !ti � , „ � �, �� SOLID CORE WOOD _ _ _ —
; /�� � j( � 203a 203a E 3-0 8-5 1-3 4 MATCH — WOOD MATCH B3 4a
} � �;1 i �` ? i ��i„ tt 1 �
I „ �� { � I �;,SS{ 't�� f �, � � � ; � � � IT RM. MATCH B S
�; 24 X24 � j � ; ; � � �� � � � ' ; �4 � 204 —
� '� + , � , �� , �> >� SOLID CORE WOOD _ _ _ _
� LOUVER, ' � +!' f 4if� � i �' j' f' � 204 C 3-0 8-5 1-3/4 MATCH WOOD MATCH B3 4a
� � PAINTED I ' � � � ( � ��� t ; � ; - Z i i I! � � �' O TECH. RM. MATCH B S _
�� � I t 1 1 } O— ' � I � o � � �i n
' , I�� 205 SOLID CORE WOOD
� s } � DARK ' � �'' � � � � ' �� ` �— � � �� � 205 CONF. RM. B 3 —0 8 —5 �-3�4 MATCH B S MATCH — WOOD MATCH — 62 1d — —
BROWN 2 —0 2 —� , „ , ,> >� SOLID CORE WOOD —
METAL GLIDE 206 BREAK RM. B 3-0 8-5 �-3�4 MATCH B S MATCH — WOOD MATCH — B2 1d — —
TRACK , „ , „ » SOLID CORE WOOD —
OE D OC OB �A 207 TECH 7RM. � 3-0 8-5 �-3�4 MATCH B S MATCH — WOOD MATCH — 63 4a — — —
O 208 � �� �» �_3 4�� SOLID CORE WOOD MATCH — WOOD MATCH — B3 4a — —
208 TECH. RM. � 3-0 8-5 � MATCH B S
PERATItiG HARDWARE HARDWARE GROUP 209 209 � 3'-0" 8'-5° 1-3/4" SOLID CORE WOOD MATCH — WOOD MATCH — B2 1d — — —
STOR. RM. MATCH B S
O 210 21 � C 3'-0" 8'-5" 1-3/4" SOLID CORE WOOD MATCH — WOOD MATCH — B3 4a — —
TECH. RM. MATCH B S
211 211 D 2'-0" 8'-5" 1-3/4" SOLID CORE WOOD MATCH — WOOD MATCH — 84 — — —
CLOSET MATCH B S
212 212 E-c�s11N 2'-0" 8'-5" 1-3/4" SOLID CORE WOOD MATCH — WOOD MATCH — A1 — _ _ PROVIDE & INSTALL ELECTRIC HARDWARE FOR
A1 ENTRY � MATCH B S TENANT—PROVIDED CARD READER.
RETROFIT EXISTING HARDWARE FOR FOR GC TO SUPPLY
AND INSTALL ELECTRIC HARDWARE. LOCKSET TO BE STOREROOM TYPE HARDWARE.
B1
B/S ENTRY LOCKSET.
62
B/S PASSAGE SET
B3
B/S KEYLESS ELECTRONIC LOCKSET (TRILOGY MODEL DL2700)
B4
BIFOLD DOOR HARDWARE
NOTES
SEE SHEET A0.2 FOR GENERAL DOOR NOTES
�, REFER TO THE PARTITION PLAN AND
SPECIFICATIONS (IF PROVIDED) FOR
ADDITIONAL DOOR INFORMATION.
2. WOOD AT DOORS TO BE STAINED TO MATCH
BUILDING STANDARD.
3. PROVIDE RATED WIRE GLASS IN RATED
ASSEMBLIES, U.O.N
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MEMBER DEPTH: FLANGE WIDTH: NOTES FOR ALL WALLS:
(EXAMPLE: 6" =soo X 1/10o INCHES) (EXAMPLE: 1 5/8" = 1.625" N 162 X • SEE METAL STUD CHART FOR GAUGE.
ALL MEMEBER DEPTHS ARE TAKEN IN 1/100 1/100 INCHES) ALL FLANGE WIDTHS • SEE FLOOR/PARTITION PLAN AND/OR GENERAL
1/8" RESILIENT FLOORING INCHES. FOR ALL "T" SEC11oNs MEMBER ARE TAKEN IN 1/100 INCHES. NOTES SHEET FOR ANY REQUIRED NSULATION.
(VCT, STATIC DISSIPATIVE TILE, DEPTH IS THE INSIDE DIMENSION. • ALL WALL STUDS TO BE 3-5/8", U.O.N.
5/8" TYPE "X" GYPSUM 600 S 162 - 54
BOARD BOTH SIDES. EPDXY FLOORING) snr�E: nnaTeRia,�THicKNEss: � • ALL BRACES TO BE 3-1/2" 25 GA. METAL
(EXAMPLE: STUD OR JOIST SECTION = S) (EXAMPLE: 0.054 IN. = 54 MILS; 1 MIL =1/1000 STUDS OR WIRE HANGERS AT 8� O.C. U.O.N.
THE FOUR ALPHA CHARACTERS UTILIZED BY IN.) MATERIAL THICKNESS IS THE MINIMUM BASE • ALL RESTROOM WALL STUDS TO BE 6" AND
METAL STUD PARTITION PER VINYL "CARPET TO RESILIENT THE DESIGNATOR SYSTEM ARE: METAL THICKNESS IN MILS. MINIMUM BASE METAL ,- � TYP. FULLY INSULATED, U.O.N.
`� WACL TYPE SCHEDULE. FLOORING" ADAPTOR - � THICKNESS REPRESENTS 95% OF THE DESIGN �� �� UNDERSIDE OF ROOF OR DECK ABOVE
� „ S= STUD OR JOIST, T= TRACK, U= CHANNEL, THICKNESS. �
JOHNSONITE CTA—XX—A, 1/4 F= FURRING �� ,
CARPET TO 1/8'� RESILIENT INTERIOR NON-STRUCTURAL NON-COMPOSITE: ��__
FLOORING
.:v z(S) STUD SPACING 5 PSF (S) STUD SPACING 5 PSF
ENCLOSURELL MOLDING CARPET a MEMBER (IN.) O;C. L/240 , " MEMBER (IN.) o;C. L/240 ' r' w
0
:.
....
r 250S125-18 12 10 -6 400S125-43 12 20 -9 �
.
� � � _ _ _ _ _ J � .
� EXISTING SILL BELOW. /,, N 250S125-18 16'� 9�-7�� 400S125-43 16'� 18�-10" �
� � �., � � 250S125-18 24" 8'-3" 400S125-43 24" 16'-5" �
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� � •. a . . , � ,7�505125; 3� � � �/ _; � � 12; �r �/ 13 ,2� , ;; �OOS12�-54 �50, K�SI� i /��� /" <" 22 � ,2 �r ,! �
( � a� • � . � ' q ( " ;:
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END OF WALL PAINTED BLACK. � 250S125-43 12" 14'-4" 400S125-68 (50 KSI) 12" 23'-8" m
� �
� 250S125-43 16" 13'-0" 400S125-68 (50 KSI) 16" 21'-6" �
Q �,--,�
EXISTING EXTERIOR WINDOW N 250S125-43 24" 11'-5" 400S125-68 (50 KSI) 24" 18'-10" �
SYSTEM �
"60D�S1,�5�;27'i�%��% i % %,//1�'"/�-;���2A' �4i� '; � � �i CEILING LINE
/ , / �/ i� i � ,/ ,� ;.
¢
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W CARPET TO RESILIENT FLOORING 362�12�,,,s,;,;;,,;;: ,,,12�,�,: ,,,4;g, �;:� :;�'�;� .�::; �.� ;�;� �%: ,,:..;;����;� z ��, _ -
PARTITION AT WII�DO (� _
'362�12 ,, ��/�/ r/ '�'16'%�% %;%�9"2'�2�;�� fi�OSl2`�'�27%%i', %i ;�ii ;4'�� �/,,, //1?I��7" . � 4
SCALE: 3°=1'-0" IPISF-Partition_window-09 13 SCALE: FULL IFLTR-Carpet_resilient_floor_01 v :��,,, �:;1� ; %// ,- �: �/ :, /�-i � � -! ���.�,-��;-�- ;��i�- ,;, �„ �.//<�� ,�,�,�i.,,.r��'> � INTERIOR GYP. BD. WALLS SHALL CONFORM TO ICC
�362S125;,1,8;���%';,%�2,4''�,;; -%%�9�,"11"„�j; 600S125-33 12" 26'-2° REPORT ESR-1338:
362S125-33 12" 17'-7" 600S125-33 16�� 23'-g" - MAX. METAL STUD SPACING SHALL BE 24" O.C.
- MIN. FASTENER SIZE SHALL BE No. 6, 1-1/4"
362S125-33 16" 16'-0" 600S125 33 24'� 20' 6" SCREWS
, ,-
,�
362S125-33 24" 14'-0" fiD��j2 ��3 ��%�'%�s �� 2'f % �/ , 2$''�9" �% - MAX. FASTENER SPACING SHALL BE 12 FIELD
�i� ; „ ,�;;, // '�/ -,i�i �r ,, ; & 8" AT EDGES.
,
L� i: ;i . i . � �. ; i
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1/8" RESILIENT FLOORING* , � � 12 ! �1�.=2 � 6;00�125 43, ;, / /,�1�,� ' �2 l�'
3 6'2512 ' 3'�;�r, /< � � � 6��r/ j / 1%7'r " �! �j�OOS1�2 " 4 ��i � � � ��/�2`4''i'� ; 2'1.'. 10"��
,%, ,,9T�, �� %�:� r.,, ., �, "// 7, �� �., :/'j ,'r�.��,% �/i,,,, .�/
362�125� 43� �,'; %� 24i� �,'j 5'.;-,3" ,!; 600S125-54 (50 KSI) 12" 30'-9"
NON-RATED
� � ,� � - � „ ,: ., „ ,, .. , „ ,, : PARTITION
ADAPTOR JOHNSONITE 362S125-54 (50 KSI) 12" 20'-6" 600S125-54 (50 KSI) 16" 27'-11"
CTA-XX-N, 1/8" RESILIENT 362S125-54 (50 KSI) 16" 18'-7" 600S125-54 (50 KSI) 24" 24'-5" SLAB TO
UNDERSIDE OF
MATERIAL TO 1/8" RESILIENT 362S125-54 (50 KSI) 24" 16'-3" 6005125 -68'�(50 KSI)� '�/�j �; ;;- ; j 33;�Q"i� ;; CEILING
� � MATERIAL. � �� � -- � � � �
� � 362�125��8; �5D �K I �� , � �1�'', ; �i , ��',-�1" %% ��OOS125; 6$'(�50 K,�al) � 16'; '� � :i 30,'0;'%i �
ii , , ii .���i � �ii, � �� � . ��: /�i. i ' ; i i
1/8" RESILIENT FLOORING* �,�,62�j7��6�'(5� �KSI) "Y6; j"�;! 19'-,11" �: �OOS125' 6$%(.50 k�Sl) /,%?� ��� �%':263 2';��;%'
� ��� ,� � � , ,� � � , ,24„ i %;; ,17;; 5'� �;�; 800S125-43 12" 36'-1 ° �,
�f 7512�;: �8 '���0 �Sl� ,
, � /�� �/, `�� / � 400S125-18 12" 14'-9" • SOOS125-43 16" 32'-9" _
N 1 11 !1 1 I) . r \
400S125-18 16 12 -10 • 800S125 43 24 28 8 ,� �\
} � � a � • ' . ' * TYPES OF RESILIENT „ , „ ' " ' �%; � » � ;; r ��,� „ � � FINISH FLOOR LINE
°• � a d • � � . � ° . FLOORING TO INCLUDE: � 400S125-18 24 10-5 • 800S12�5 54�(5� KSI) �1�2, ,,�; ,� 3,8� 9 ;%, ►
� . a • d q . � � • - VCT , �- ,� �� � �� � j �005125 54 "(50 KSI) i i1�'ji � ;/�/3�� �', ,i; i
^ - STATIC DISSIPATIVE TILE 40Q��25-3� ���', 12 %;� 19 -0� , ; , , , , , �� �
- /�- i/ ,, i �i i � � ' ' ��/ i : � / �i �'/ . � / .. i /��/ � � -� i � a� ;�", �`—'�
- EPDXY FLOORING 4�OS12� 33 ;. , 16 !, % ,' 17,-3 <� �00�125 54 (50 ;K�SI)� ��24 / �; ',',. ;30, 9 ' , g
� r , ,
�, , � i,�, �i . , �%' � � . / � i ; , � „
A�QOS125=-33 �%;i %%' 24�'i� ;� �j5;,'j", �;;` 800S125-68 (50 KSI) 12" 41'-11" 11 11
OTE: ALL STUD INFORMATION IS BASED ON: 800S125-68 (50 KSI� 16° 38'-1" F TYP.
�—
STEEL STUD MANUFACTURERS ASSOCIATION (SSMA) 800S125-68 (50 KSI� 24'� 33�-4'�
RESILIENT TO RESILIENT FLOORING LII�ITING WALL HEIGHT TABLE-L/240 WALL TYPE SCHEDULE
14 SCALE: FULL IFLTR-Resilient_resilient-01 � O SCALE: NONE IWAMT-Height_table-L_240-SSMA � SCALE: 1/2"=1'-0" IWAMT-Wall_type_schedule-01 �
W= MAX. 100 Ib. PER STUD.
� �A 4� � E z ROOF/FLOOR DECK, SEE
� �����. � �q� � 3 �� � STRUCTURAL DRAWINGS
R �� �� ��5� �i,��� � �� � �r ' r '
�r" � ��d'�Y'� ������e F�"� SF�S�?�Y^�� �S�
_ _ _ _ _ _ _ _ _ � �����,��1���������� �x,��� EXISTING EXTERIOR WALL � 16 GA. METAL STUD 16" O.C.
�— � � ������������ �� ,� � � i � ALL BACKING STUD TRACKS
� �> ���� ���' " � � � �
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����`s��A �`����,���������`�' i i � UNPUNCHED METAL TRACK ----- PURLIN OR 4x BLOCKING
����._����`����;��� ��� � ��� �
--------- — x s i rea � 3b3�. �
� • � � ����������`������� �"� i � W LEGS CLIPPED & BENT C�
�..��_�;`����.�.�:.��_.,��,s i i i �
., ,r ,�� ��� , �
' EA. STUD. ATTACH TO EACH
EXISTING EXTERIOR � i i � �.'���` STUD W/3(#10) SELF-DRILLING
GLAZING SYSTEM i i i � i � .�� AND SELF-TAPPING SHEET
� � � '� METAL SCREWS (TO MIN. 3
SEALANT � i� � J.�'�/ STUDS EXTEND BACKING 1 METAL STUD WALL BRACE
���� "�' �� i � i I�y � I BAY BEYOND EDGE OF WITH (2) #10 WOOD SCREWS
i i� I�' CABINET / EQUIP.
� �
INSULATION WHRER OCCURS i i i i 3-5/8" MTL 25 GA. v`� ��� ��
5/8" TYPE 'X' GYP. BD. i i i i (350S125-18) STEEL
MET. STUD FRAMING i i i NOTE OST GIGERH� 8E OSC. ����'� ����
DO NOT CUT FLANGES ( ) � �j'V
����� i BETWEEN SUPPORTING ���
� sruos � 12�16
� ��L
.
�i� o� �u �iS1pN
PARTITIO�I AT WINDOW BACKING DETAIL IF REQ. % WALL BRACE AT PURLIN �a��°'
�� SCALE: 3"= 1�-0" IPISF-Partition_window-07 11 SCALE: N.T.S. IWAMI-Wall_equip_backing-01 ■ SCALE: 3" = 1'-0"
INSULATION WHERE OCCURS, ,, , INSULATION WHERE OCCURS,
NOTES: SEE WALL TYPE SCHEDULE ��, ��
1. PROVIDE ACOUSTICAL �, ,, SEE RCP
5/8" TYPE "X" GYPSUM 5/8" GYP. BD. EACH SIDE ��%'
� BOARD ALL SIDES. SEALANT (OR FIRE OVER METAL STUDS, SEE
'� BRACE TO STRUCTURE,
CAULKING AT METAL STUD TABLE FOR SIZE �'
FIRE-RESISTANCE RATED & SPACING ALTERNATE SIDES. USE
METAL STUD PARTITION PER WALLS) AT BOTH SIDES OF ��� (TYPE-X AT FIRE RATED 4 D G ' METAL STUDS AT 8�-0" O.C.
i _ WALL TYPE SCHEDULE. WALL BOTTOM. ,; MAX., MATCH WALL STUD SIZE
WALLS) �' & GAUGE (3 5/8" 20 GA. �����l���
FRY REGLET DRYWALL 2. REFERENCE UL� MIN.) PROVIDE BENT LEG & �� o� ,�,,,v����LA
I MOLDING ENCLOSURE BW-S-0001 FOR BOTTOM TRACK WITH WITH FASTEN TO TOP TRACK, MAX.
. :.. �. .:
..
�'� FIRE-RESISTANCE RATED �:.. �:. '..� LENGTH OF BRACE 25'-0".
.: ..
� WALL ASSEMBLIES. .�= �;_ POWER-DRIVEN FASTENERS AT �.•: :.:; �U� O 9 ZO�6
:�; ::
.- '�
�� ��:: � � 16"O.C. MAX.
--------
EXISTING SILL BELOW. 3. ALL JOINTS OR ICC-ESR-1752 CEILING, SEE RCP
_ _ _ PENETRATIONS IN P+� ��'j' ���'-��
END OF WALL PAINTED BLACK. FIRE-RESISTANCE RATED SCRIBE WALL BOARD TO
WALLS ARE REQUIRED TO CEILING GRID & TRIM NEAT &
� i BE PROTECTED WITH A UL 4" RESILIENT BASE C� GYP. Z TRUE
� � BLACK NEOPRENE GASKET LISTED FIRE STOP BD. WALLS U.O.N. � TOP TRACK SECURED TO
COMPRESSED AT LEAST 20� SYSTEM. x EACH SI E OVER
`'�' METAL STUDS, WALL BRACES W/ (2) #8
— — — — — � — — — — — 2" EXTRUDED ALUMINUM TO � #10 SCREWS (TYP.) SEE METAL STUD SMS.
— — — — — — — — — MATCH STOREFRONT MULLIONS � ��� `�� TABLE FOR SIZE ; ; �:: INSULATION WHERE OCCURS,
� SET IN STRUCTURAL SILCONE . a ii . . & SPACING SEE WALL TYPE SCHEDULE
SEALANT u.� �a � �� . a. . a
� OF MULLION EXISTING GLAZING 4� �4 � V ° � �
FINISH FLOOR
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z ;
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1�/ SCALE: 3"= 1'-0" IPISF-False_mullion-01 �� SCALE: 3"=1'-0" IWAMT-Base_typ-01 v SCALE: 3"=1'-0" IWAMT-Uc_hd_dia_brc_ct-01 �T
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I,.HU I IUIV: It' I t-II� JI-ICt I I� IVV I L4-�X�n-- I I IJ /'� KCUUI.�CU I"'KIIV 1
MEM6ER DEPTH: FLANGE WIDTH:
(EXAMPLE: 6" =600 X 1/100 INCHES) (EXAMPLE: 1 5/8" = 1.625" �162 X
ALL MEMEBER DEPTHS ARE TAKEN IN 1/100 1/100 INCHES) ALL FLANGE WIDTHS SEISMIC BRACING PERSPECTIVE
INCHES. FOR ALL "T" SECTIONS MEMBER ARE TAKEN IN 1/100 INCHES.
DEPTH IS THE INSIDE DIMENSION.
WOOD CONDITIONS 600 S 162 - 54
STYLE: MATERIAL THICKNESS:
(EXAMPLE: STUD OR JOIST SECTION = S) (EXAMPLE: 0.054 IN. = 54 MILS; 1 MIL =1 /1000
THE FOUR ALPHA CHARACTERS UTILIZED BY IN.) MATERIAL THICKNESS IS THE MINIMUM BASE
THE DESIGNATOR SYSTEM ARE: METAL THICKNESS IN MILS. MINIMUM BASE METAL
2X SUBPURLIN OR 4X THICKNESS REPRESENTS 95� OF THE DESIGN COUNTER SLOPE/SPLAYED
PURLIN OR GLB S= STUD OR JOIST, T= TRACK, U= CHANNEL, THICKNESS. SEISMIC BRACING WIRE
F = FURRING
CEILING SPAN TABLE NOTES: ATTACHMENT, SEE
ATTACHMENT DETAILS THIS
WOOD 1. VALUES ARE FOR SINGLE SPANS. SHEET
CONNECTION C� CENTERLINE 2. ALLOWABLE CEILING SPAN CALCULATIONS BASED ON 33KSI YIELD STRENGTH STEEL.
MEMBER PERIMETER HANGER WIRE 3. FOR FULLY BRACED CEILINGS, USE MID—SPAN BRACED VALUES. CEILING BRACING
4. END BEARING LENGTH = 1 MINIMUM.
3 TURNS
4 PSF
LATERAL SUPPORT OF COMPRESSION FLANGE
VERTICAL WIRE UNSUPPORTED MID-SPAN COUNTER SLOPE/SPLAYED
HANGER-300# MIN. __ �o�sT sPa,c�r,c pr,.� o.c. �o�sT sPAc�r,c pr,.� o.c. SEISMIC BRACING WIRE ATTACHMENT
,._ �J } SECTION: (MIL) 12. �s^ 2a° �2^ �s^ za^
-- ""y���� ~'_� 250S137 33 11'-9" 10'-10" 9'-9" 14�-11" 13'-6" 11'-10»
. . .���� �.. Y�..� T
;j � �� � �� �_ „ �_ �� �_ �� ,_ � MAX. RECOMMENDED LENGTH FOR VERTICAL. BRACING—VERTICAL STRUT MAY BE EMT CONDUIT,
, _�---- -" 250S137 43 13 —2 12 —1 10 9 16 2 14 8 12 10 METAL STUDS OR PROPRIETARY COMPRESSION POST.
_. _... __ __ - -
. _..._. _. ��
�"""��y�� 250S162 33 13'-5" 12'-5" 11'-1" 15'-8" 14'-2" 12'-5" CEILINGS W PLENUMS <12 DO NOT REQUIRE LATERAL FORCE BRACING.
*PROVIDE ENGINEERING IF PLENUM > 11'-0"
2X SUBPURLIN OR 4X 3/4" MIN. FLANGE
250S162 43 14'-11" 13'-9" 12'-3" 17'-0" 15'-5" 13'-6"
PURLIN OR GLB
350S137 33 �2'—s" »'—s" �o'—s" �$'—�" �s'—s° �5'-0° COMPRESSION STRUT INSTALLATION
POP RIVET 350S137 43 14'-1" 13'-0" 11'-7" 19'-10" 18'-4" 16'-4" EMT:
WOOD 350S162 33 14'-s" 13'-5" 12'-0" 20'-3" 18'-5" 16'-1" ELECTRICAL METALLIC TUBING
350S162 43 16�-0'� 14�-9'� 13�-2" 22�-0° 20�-0" 17�-6��
CONNECTION � CENTERLINE ��2" TO 5'-10"
� �� � „ , ,� , �� , ,� � ��
MEMBER 362S137 33 12 10 11 11 10 7 18 —3 16 11 15,-2
3�4" TO 7'—g��
!362S�37,��;� ��43 j� 1;4j 3%,' 13'= �" j�11;�$",;i 20%'0�� i18� i6,�� i;�6'�6��i �" TO 9'-9»
3 TURNS NOTES: � � i % � ; � �";���� ��� ���� �,� ��� ��,i� , , � � ��� „%'
�/362�ST62 � 33' �/ '1 � 8%! 13 �6 � ' � 2 1' � 20 �;9'� '18'r11" ; !1 , �6%'�
�,, i� , � �„ �i i; �, � , ,� ; , „�i, �
1. FOR CEILING AREAS EXCEEDING 2,500 SQ. FT., A SEISMIC SEPARATION JOINT OR FULL '3�25162' ����:43%, -16'; 1":! 14':=10'i �'3', �"'; �22`/-7''% %2�J; ,7"'% ,17s j11;;
VERTICAL WIRE HEIGHT WALL PARTITION THAT BREAKS THE CEILING SHALL BE PROVIDED UNLESS � �
�4,� , � ;;,�, �33�, ;; �13' 2°;! 1�:T2../ ,�o���>»�,18r�„ �;��,,4,�����;6�,;� STEEL STUDS
HANGER-200# MIN. � OQS137 , , , ,
ANALYSES ARE PERFORMED OF THE CEILINGS BRACING SYSTEM, CLOSURE ANGLES AND
� PENETRATIONS TO PROVIDE SUFFICIENT CLEARANCE. � � � � ''����' %� "� �%'� � ' "� �' '% "� � ''��" '�'�/ � ` " '" � �'-� ""���� TO 12'-0"
;.��OOS�37 ;, 4�.-,; � 1,s�� ,7 ,-% �13;,�5,: ,12-0 �� 20,-,� ��18.�>> ��'�6i��.�' 1=5�8 X 20 GA.
� � � � � � � "% �� i ii� i / ni i� � � te �.� i� n� � � � �i� /f i � i. . � a
� 2. THE LAYOUT AND LOCATION OF THE SEISMIC SEPARATION JOINT SHALL BE PER THE ; 400Sj62%� � i 33� ,�; .�15 , 0�;; 13,;��Oi,� i�%2�t5 , 21% �F ,;a9r1.0,, �1,7 79;,/ � DBL 1-5�8 X 20 GA TO 15 —0
� DESIGNER OF RECORD AND NOTED ON THE PLANS. IF A SEISMIC SEPARATION JOINT IS �40051�62;! %, %4 ��" ���16'� 6"'�, �5'..��3"%,���3' 7'%'� �2���'�F" %� %"21'=7�% ;19'=4"%' � 2-1�2" X 20 GA TO 13'-6"
REQ. BY THE QESIGNER, THE DESIGNER MAY USE THE GENERIC JOINT DETAILED ' ' ' � � ' ' ' ' ' �" � '� �'' ' ' �� �'
� � DETAILED IN THIS DOCUMENT OR A PROPRIETARY JOINT. THE AMOUNT OF FREE � ;,559�137�;��,� �33��! %14' ��''�� '13� �5,"� i12;;0'% � q�� 0�'� i1 '�'4"� �1'll5`�% � DBL 2-1�2" X 20 GA TO 15'-0"
�. �J �i. i, ;
MOVEMENT (GAP DESIGN) SHALL BE A MINIMUM OF 3/4 INCH. 550S137 43 ,15'-10° 14'-7" 13'-1" 22'-6" 20'-10° 18'-9"
2'�MIN. 3. IN LIEU OF SEISMIC SEPARATION JOINTS, THE CEILING MAY BE DIVIDED INTO AREAS 550S162 33 16'-6" 15�-3" 13'-8" 23'-9" 22'-0" 19'-10" SPLAY WIRES ARE TO BE FOUR 12 GA. WIRES ATTACHED TO
2X6 MIN. SUBPURLIN OR 4X <2500 SF BY THE USE OF PARTITIONS OR SOFFITS AS FOLLOWS: PARTITIONS SHALL THE MAIN BEAM. WIRES ARE ARRAYED 90' FROM EACH OTHER
PURLIN OR GLB „ 550S162 43 17'-11" 16'-7" 14'-10" 25'-7" 23'-9" 21'-4" & AT AN ANGLE NOT EXCEEDING 45' FROM THE PLANE OF
EXCEED A MINIMUM OF 6 ABOVE THE LEVEL PLANE OF THE GRID AND SHALL BE THE CLG. HANGER WIRES SHALL BE 12 GA. &4� O.C. OR 10
z a
INDEPENDENTLY BRACED TO THE STRUCTURE ABOVE. SOFFITS SHALL EXTEND A A POINT 600S137 33 14'-10" 13'-9" 12'-4" 21'-4" 19'-10" 17'-10" GA. & 5' O.C. TERMINAL ENDS OF EA. MAIN OR CROSS TEE
� AT LEAVE LEVEL WITH THE BOTTOM PLANE OF THE GRID AND SHALL BE INDEPENDENTLY 600S137 43 16'-2" 14'-11" 13'-5" 23'-1" 21'-4" 19'-2" MUST BE SUPPORTED WITHIN 8" OF EA. WALL.
r� -- (2) 5/16"X2"LAG SCREWS SUPPORTED AND LATERALLY BRACED TO THE STRUCTURE ABOVE.
600S162 33 16'-10" 15'-8" 14�-1" 24'-4" 22'-7" 20'-4° 12 GA. HANGER WIRE SPACED
MTL STUD VERTICAL BRACE 2• OTHER THAN PARTITIONS AND SOFFITS, SEIMIC JOINTS MAY NOT BE USED AS PART OF 4' O.C. ALL WIRE TIES TO BE
A FIRE RATED CELING ASSEMBLY UNLESS SUBSTANTIATING DOCUMENTATION IS 600S162 43 18'-4" 17'-0" 15'-3" 26'-3" 24'-4" 21'-10"
SIZE PER CHART DETAIL 1, PROVIDED.
S D
n NOTE: ALL STUD INFORMATION IS BASED ON: ITSELF WITHIN 3 INCHES.
�� CEMCO ICC ES ESR-3016 OPTIONAL UERICAL BRACING
�P� SHALL BE 12� O.0 (MAX) AND
� BEGIN < 6' FROM WALLS—SEE
� CHART FOR SIZES AND VERIFY
LOCAL CODE REQ. VERT.
ATTAGHNIENTS WOOD DECK SEIS�IC SEPARATIO�I JOINT ALLOWABLE CEILING SPANS � LI�`'FO ATTACHEDUTO THEP�USPEN ION
SCALE: N.T.S. ICEWC—Wire_conn_wd—SEA 14 SCALE: N.T.S. ICEAC—Seismic_separation—SEA � 0 SCALE: NONE ICEMT—Allowable_span—L240—CEMCO � SYSTEM AND THE STRUCTURE
ABOVE (WHEN USED.)
x LAT. FORCE BRACING 4 EA.
� � 12 GA. WIRE SECURED TO
� "� MAIN RUNNER WITHIN 2'-0"
NOTE: `r OF CROSS TEE AND SPLAYED
PROVIDE METAL BLOCKING BETWEEN STUDS TO MOUNT 8�� 90' FROM EA. OTHER @
LIGHT SWITCH/SENSOR & THERMOSTAT AT DIMENSION WALL 2" 2�� 12'-0" O.C. BOTH DIRECTIONS
INDICATED W/ FIRST POINT WITHIN 4'-0"
FROM EA. WALL
,� � � ATTACHED WALL MA�N sE,4M
� f � ��c� \ MOLDING REQ. NOTES: CROSS TEE
� � 1. CEILINGS CONSTRUCTED OF LATH AND PLASTER OR GYPSUM BOARD, SCREW OR NAIL
� g" DOOR HANDLE 3/4" MIN. AT ��� ATTACHED TO SUSPENDED MEMBERS THAT SUPPORT A CEILING ON ONE LEVEL EXTENDING
UNATTACHED �p FROM WALL TO WALL SHALL BE EXEMPT FROM THE LATERAL FORCE BRACING REQUIREMENT.
, 2" MIN.
j LIGHT SWITCH/SENSOR WALLS �� 2. LATERAL FORCE BRACING IS THE USE OF VERTICAL STRUTS (COMPRESSION POSTS) AND
THERMOSTAT � SPLAY WIRES.
\ �--� 3. FOR CEILING AREAS EXCEEDING 1,000 SF, HORIZONTAL RESTRAINT OF THE CEILNG TO THE
— PLUMB 1/6 i i STRUCTURAL SYSTEM (LATERAL FORCE BRACING) SHALL BE PROVIDED.
� „ 4. LATERAL FORCES BRACES SHALL BE 12' O.C. (MAX) AND BEGIN NO FURTHER THAN 6' FROM
�� �� � � $ WALLS.
►i WALL UNATTACHED WALL 5. SEISMIC SPLAY WIRES ARE ATTACHED TO THE GRID AND TO THE STRUCTURE IN SUCH A
�\ � ii MOLDING REQ. MANNER THAT THEY CAN SUPPORT A DESIGN LOAD OF NOT LESS THAN 200 POUNDS OR
i THE ACTUAL DESIGN LOAD WITH A FACTOR OF 2, WHICHEVER IS GREATER.
•, � 6. POWDER DRIVEN SHOT—IN—ANCHORS WHEN USED FOR SEISMIC APPLICAITONS ARE PART OF A
�� OO \�� SPREADER BAR OR EQUAL TO PRESCRIPTIVE PATH IN SEISMIC APPLICATIONS CAT. D, E, AND F, AND SHALL HAVE AN
MAX. 45' ANGLE MAX. 45' ANGLE � KEEP PERIMETER COMPONENTS ICC—ES APPROVAL AND REQUIRE "SPECIAL INSPECTION" IRRESPECTIVE OF THE TYPE OF
8" MAX FROM SPREADING APART OCCUPANCY CATEGORY THE STRUCTURE IS IN. PAF ANCHORS FOR KICKER WIRES (SPLAYED
3/4" MIN. AT ��� WIRES INSTALLED FOR PURPOSES OTHER THAN SEISMIC RESTRAINT) ARE EXEMPT FORM THIS
UNATTACHED WALLS �p REQUIREMENT.
2" MIN. � 7. RIGID BRACING MAY BE USED IN LIEU OF SPLAY WIRES.
�
.
LT. SWITCH / T-STAT INSTALLATION � NOTES: SUSPERIDED CEILING BRACING
SCALE: 3/8°=1'-0° IMIMI—Light_switch_T_stat-02 �� WALL MOLDINGS: SCALE: N.T.S. ICEAC—Susp_vertical_strut—SEA �
1. WALL MOLDINGS (PERIMETER CLOSURE ANGLES) ARE REQUIRED TO HAVE A HORIZONTAL
FLANGE 2 INCHES WIDE, ONE END OF THE CEILING GRID SHALL BE ATTACHED TO THE WALL ��� ��
NOTES: MO SLN E, THE OTHER END SHALL HAVE A 3/4 INCH CLEARANCE FROM THE WALL AND FREE ��`,��jtG��,�� �
DOOR JAMB _ � O � 'Q����
1. WHERE SUBSTANTIATING DOCUMENTATION HAS BEEN PROVIDED TO THE LOCAL JURISDICTION �`i '� �p
� a 1 W RESE ARENPROVI EDT WI EI ANDMTIES BO BEU3 B IGHT ITURNS AROUND TSE�LFNWI HINLOPING PERIMETER CLIPS MAY BE USED TO SATISFY THE REQUIREMENTS FOR THE 2'� CLOSURE � �� �,. �O�
SIDELITE INCHES. ANGLE. ,�
---- -- DOOR IN OPEN 2. HANGER WIRES SHALL BE 12 GAUGE AND SPACED 4 FEET ON CENTER OR 10 GAUGE 2. THE GRID SHALL BE ATTACHED AT TWO ADJACENT WALLS (POP RIVETS OR APPROVED . �r�"(V�`�cJ\ N��
� POSITION SPACED 5' O.C. ANY CONNECTION DEVICE AT THE SUPPORTING CONSTRUCTION SHALL BE METHOD) SOFFITS EXTENDING TO A POINT AT LEAST LEVEL WITH THE BOTTOM PLANE OF THE X ��''Cy GQ� B��D
� CAPABLE OF CARRYING NOT LESS THAN 100 POUNDS. GRID AND INDEPENDENTLY SUPPORTED AND LATERALLY BRACED TO THE STRUCTURE ABOVE Q �\�,,....-� �+� ��� �'U�C�ILA
ARE DEEMED TO BE EQUIVALENT TO WALLS. THERE SHALL BE A MINIMUM 3/4" CLEARANCE � ����
( 3. POWDER DRIVEN SHOT ANCHORS ARE AN APPROVED METHOD OF ATTACHMENT FOR HANGER FROM THE END OF THE GRID SYSTEM AT UN—ATTACHED WALLS. � JUN 0 9 2016
�
� WIRES.TERMINAL ENDS OF EACH MAIN BEAM AND CROSS TEE MUST BE SUPPORTED WITHIN 8
� DOOR HAND L E PARTIAL PLAN I N C H E S O F E A C H W A L L W I T H A PERIMETER WIRE. SPREADER BARS: P���jj('�° ���T��
i LIGHT SWITCH/SENSOR 4. WIRES SHALL NOT ATTACH TO OR BEND AROUND INTERFERING MATERIAL OR EQUIPMENT. A 1. SPREADER (SPACER) BARS SHALL BE USED TO PREVENT THE ENDS OF THE MAIN BEAMS �
( THERMOSTAT TRAPEZE OR EQUIVALENT DEVICE SHALL BE USED WHERE OBSTRUCTIONS PRECLUDE DIRECT AND CROSS BARS AT PERIMETER WALLS FROM SPREADING OPEN DURING A SEISMIC EVENT.
' SUSPENSION. TRAPEZE SUSPENSIONS SHALL BE A MINIMUM OF BACK TO BACK 1 1/2" PERIMETER WIRES SHALL NOT BE IN LIEU OF SPREADER BARS.
-= i — COLD—ROLLED CHANNELS FOR SPANS EXCEEDING 48 INCHES. NOTES:
� 2. SPREADER BARS ARE NOT REQUIRED AT PERIMETERS WHERE RUNNERS ARE ATTACHED
' 5. FOR ESSENTIAL FACILITIES, HANGER WIRE CONNECTIONS MUST BE CAPABLE OF CARRYING DIRECTLY TO CLOSURE ANGLES. 1. THESE RECOMMENDATIONS ARE INTENDED FOR SUSPENDED CEILINGS INCLUDING GRID, PANEL
NOTE: 200 POUNDS AND BRACING (SPLAY) WIRES SHALL BE CAPABLE OF CARRYING 440 POUNDS. OR TILE, LIGHT FIXTURES AND AIR TERMINALS WEIGHING NO MORE THAN 4 LBS. PER S.F.
I � PROVIDE METAL BLOCKING BETWEEN SHOT—IN ANCHORS IN CONCRETE ARE NOT PERMITTED FOR BRACING WIRES. 3. WIRE TYING IS ACCEPTABLE ALTERNATIVE TO SPREADER BARS.
� STUDS TO MOUNT LIGHT 2. ALL WIRE TIES ARE TO BE THREE INCHES. TWELVE GAGE HANGER WIRE SPACED 4� O.C.
� SWITCH/SENSOR & THERMOSTAT AT 4. SPREADER BARS ARE NOT REQ. IF A 90 DEGREE INTERSECTING CROSS OR MAIN IS WITHIN 8 CHANGES.
� DIMENSION INDICATED INCHES OF THE PERIMETER WALL.
5. WHERE SUBSTANTIATING DOCUMENTATION HAS BEEN PROVIDED TO THE LOCAL JURISDICTION, 3. IN CEILING PLANES WILL REQUIRE POSITIVE BRACING.
�OR @ GLASS FRONT� PERIMETER CLIPS MAY BE USED TO SATISFY THE REQUIREMENTS FOR SPREADER BARS.
LT. SWITCH / T-STAT SIDELITE HANGER SUSPENSION WIRES SPREADER BAR � WALL I�OLDING R LATERAL FORCE BRACING
SCALE: 3/8"=1'-0" IMIMI—Light_switch_T_stat-01 �� SCALE: N.T.S. ICEWC—Wire—SEA 12 SCALE: N.T.S. ICEAC—WaII—SEA v SCALE: N.T.S. ICEAC—Lateral_force_bracing—SEA �
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