HomeMy WebLinkAboutPermit D16-0189 - PROFESSIONAL PLASTICS - TENANT IMPROVEMENTPROFESSIONAL PLASTICS
6233 SEGALE PARK D DR
BLDG 781
D 16-018 9
� City of Tukwila
• Department of Community Development
• 6300 Southcenter Boulevard, Suite #100
Tukwila, Washington 98188
''' Phone:206-431-3670
Inspection Request Line: 206-438-9350
Web site: http://www.TukwilaWA.�ov
Parcel No:
Address:
DEVELOPMENT PERMIT
3523049112
6233 SEGALE PARK D DR BLDG 781
Project Name: PROFESSIONAL PLASTICS
Owner:
Name:
Address:
LIT INDUSTRIAL LTD PTNSHP
1717 MCKINNEYAVE #1900, DALLAS,
WA, 75202
Contact Person:
Name: SATURN ZHANG
Address:
Contractor:
Name:
2505 THIRD AVE - SUITE 324 ,
SEATfLE, WA, 98121
BOYCE CONSTRUCTION
Address: 270 S HANFORD ST #109 , SEATTLE,
WA, 98134
License No: BOYCEC1066QQ
Lender:
Name:
Address:
LIT INDUSTRIAL LIMITED PART
1717 MCKINNEY AVE STE 1900 ,
DALLAS, TX, 75202
DESCRIPTION OF WORK:
Permit Number: D16-0189
Issue Date: 8/25/2016
Permit Expires On: 2/21/2017
Phone: (206) 720-7001
Phone: (206� 264-8085
Expiration Date: 1/21/2018
MODIFICATIONS TO EXISTING SPACE TO SUIT NEW TENANT, INCLUDING BUT NOT LIMITED T0: RELOCATION OF
DISPLAY CASES AND FIXTURES TO NEW LOCATION 2100, DEMOLITION OF INTERIOR DISPLAY PARTITIONS WITH
WALL PATCHES AT THE LOCATION OF DEMOLITION. TENANT SIGNAGE WILL BE CONNECTED TO EXISTING
ELECTRICAL UTILITIES. NEW SLAT WALLS WILL BE INSTALLED ALONG THE ENTIRE LENGTH OF BOTH SIDES OF THE
STO RE.
Project Valuation: $20,000.00 Fees Collected: $824.42
Type of Fire Protection: Sprinklers: YES
Fire Alarm: YES
Type of Construction: IIIB Occupancy per IBC: B
Electrical Service Provided by: TUKWILA Water District: HIGHLINE
Sewer District: TUKWILA
Current Codes adopted by the City of Tukwila:
International Building Code Edition: 2015 National Electrical Code: 2014
International Residential Code Edition: 2015 WA Cities Electrical Code: 2014
International Mechanical Code Edition: 2015 WAC 296-466: 2014
Uniform Plumbing Code Edition: 2015 WA State Energy Code: 2015
International Fuel Gas Code: 2015
Public Works Activities:
Channelization/Striping:
Curb Cut/Access/Sidewalk:
Fire Loop Hydrant:
Flood Control Zone:
Hauling/Oversize Load:
Land Altering:
Landscape Irrigation:
Sanitary Side Sewer:
Sewer Main Extension:
Storm Drainage:
Street Use:
Water Main Extension:
Volumes: Cut: 0 Fill: 0
Number: 0
Water Meter: No
Permit Center Authorized Signature: Date: '
I hearby certify that I have read and examined this permit and know the sa � 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 gree to the conditions attached to this permit.
Signature: f��� Date: 'ZS�I
Print Name: �iiWi(� �- �,��1�i,
This permit shall become null and void if the work is not commenced within 180 days for the date of issuance, or if
the work is suspended or abandoned for a period of 180 days from the last inspection.
PERMIT CONDITIONS:
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.
5: All construction shall be done in conformance with the Washington State Building Code and the
Washington State Energy Code.
6: All rack storage requires a separate permit issued through the City of Tukwila Permit Center. Rack storage
over 8-feet in height shall be anchored or braced to prevent overturning or displacement during seismic
events. The design and calculations for the anchorage or bracing shall be prepared by a registered
professional engineer licensed in the State of Washington. Periodic special inspection is required during
anchorage of storage racks 8 feet or greater in height.
7: There shall be no occupancy of a building until final inspection has been completed and approved by
Tukwila building inspector. No exception.
8: 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.
9: 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).
10: All electrical work shall be inspected and approved under a separate permit issued by the City of Tukwila
Permit Center.
11: 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.
12: All mechanical work shall be inspected and approved under a separate permit issued by the City of Tukwila
Permit Center (206/431-3670).
16: 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)
17: The total number of fire extinguishers required for an ordinary hazard occupancy with Class A fire hazards is
calculated at one extinguisher for each 1,500 sq. ft. of area. The extinguisher(s) should be of the "All
Purpose" (3A, 406:C) dry chemical type. Travel distance to any fire extinguisher must be 75' or less. (IFC
906.3) (NFPA 10, 5.4.)
13: 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)
14: 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)
15: 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 B�ailding Code shall not require tight grasping, tight pinching or twisting of
the wrist to operate. (IFC 1008.1.9.1)
23: Exits and exit access doors shali 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)
24: 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)
25: 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)
26: Exit signs shall be illuminated at all times. To ensure continued illumination for a duration of not less than
90 minutes in case of primary power loss, the sign illumination means shall be connected to an emergency
power system provided from storage batteries, unit equipment or on-site generator. (IFC 1011.6.3)
27: 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. Iilumination 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 iliumination uniformity ratio of 40 to 1 shall not be exceeded. (IFC 1006.3.1)
31: 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)
29: Sprinklers shall be installed under fixed obstructions over 4 feet (1.2 m) wide. (NFPA 13-8.6.5.3.3)
28: 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).
32: A fire alarm system is required for this project. The fire alarm system shall meet the requirements of
N.F.P.A. 72 and City Ordinance #2437.
34: An approved manual fire alarm system including audible/visual devices and manual pull stations is required
for this project. The fire alarm system shall meet the requirements of Americans With Disabilities' Act
(I.B.C.), N.F.P.A. 72 and the City ofTukwila Ordinance #2437.
35: Maintain fire alarm system audible/visual notification. Addition/relocation of walls or partitions may
require relocation and/or addition of audible/visual notification devices. (Ciry Ordinance #2437)
33: All new fire alarm systems or modifications to existing systems shall have the written approval of The
Tukwila Fire Prevention Bureau. No work shall commence until a fire department permit has been
obtained. (City Ordinance #2437) (IFC 901.2)
36: An electrical permit from the City of Tukwila Building Department Permit Center (206-431-3670) is required
for this project.
37: All electrical work and equipment shall conform strictly to the standards of the National Electrical Code.
(NFPA 70)
38: 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.
30: Contact The Tukwila Fire Prevention Bureau to witness all required inspections and tests. (City Ordinances
#2436 and #2437)
39: Any overlooked hazardous condition and/or violation of the adopted Fire or Building Codes does not imply
approval of such condition or violation.
40: These plans were reviewed by Inspector 511. If you have any questions, please call Tukwila Fire Prevention
Bureau at (206)575-4407.
PERMIT INSPECTIONS REQUIRED
Permit Inspection Line: (206) 438-9350
1700 BUILDING FINAL**
1400 FIRE FINAL
0409
0606
0603
0406
0601
0413
FRAMING
GLAZING
ROOF/CEILING INSUL
SUSPENDED CEILING
WALL INSULATION
WALL SHEATHING/SHEAR
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CITY OF TUKWILA
Conrmunity Development Department
Public Works Department
Permit Center
6300 Southcenter Blvd., Suite 100
Tuk►aila, WA 98188
http: //www. Tukwi 1 a W A.�ov
Building Permit No. ��. ��— V(� r
Project No.
Date Application Accepted: � �
Date Application Expires: 1� ` � J`' 7
use
CONSTRUCTION PERMIT APPLICATION
Applications and plans must be complete in order to be accepted for plan review.
Applications will not be accepted through the mail or by fax.
**Please Print**
S1TE LOCATION
King Co Assessor's Tax No.: 35230-9112
Site Address: 6233 SEGALE PARK DR D., TUKWILA,WA Suite Number: 6233 p�oar: 1
Tenant Name: PROFESSIONAL PLASTICS New Tenant: m.....Yes ❑..No
PROPERTY OWNER
tvame: LIT INDUSTRIAL LIMITED PARTNERSHI
Address: 20415 72nd AVENUE SOUTH, #210
City: KENT State: WA Z'p� 98032
CONTACT PERSON — person receiving all project
communicalion
Name: SATURN ZHANG/CRAFT ARCHITECTS
Address: 2505 THIRD AVE SUITE 324
City: SEATTLE State: WA Zip: 98121
Phone: �206) 720-7001 Fax: (206) 720-2949
Email: SATURN@CRAFTARCHITECTS.COM
GENERAL CONTRACTOR INFORMATION
Company Name: TBD
Address:
City: State: Zip:
Phone: Fax:
Contr Reg No.: Exp Date:
Tukwila Business License No.:
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Revised: August 2011
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ARCHITECT OF RECORD
Company Name: CRAFT ARCHITECTS
.4rchitect Ivame: KATHY CRAFT-REICH
Address: 2505 THIRD AVE, SUITE 324
City: SEATTLE State: WA Z'p� 98121
Phone: (206) 720-7001 Fax:
Email:
ENGINEER OF RECORD
Company Name:
Engineer Name:
Address:
City: State: Zip:
Phone: Fax:
Email:
LENDER/BOND ISSUED (required for projects $5,000 or
greater per RCW 19.27.095)
Name: � �.r � N WS'i��A �- LI M t
'��D �A�c-R-Su�P
Address: �t� ��j- 7�D I�� _ S � Z l o
City: K��T State: �� Zip: q�p�
Page 1 of 4
BUILDING PERMIT INFORMATIOiv — 206-431-3670
Valuation of Project (contractor's bid price): $ 20,000
Describe the scope of work (please provide detailed information):
Existing Building Valuation:
Modifications to existing space to suit new tenant, including but not limited to: Relocation of display cases and fixtures to new
location 2100, demolition of interior display partitions with wall patches at the location of demolition. Tenant signage will be
connected to existing electrical utilities. New slat walls will be installed along the entire length of both sides of the store.
Will there be new rack storatre? ❑.....1'es �.. No If yes, a separate perniit and plan submittal ��ill be required.
Provide All Building Areas in Square Footage Selo�v
Addition to Type of Type of
E�isting Construction per Occupancy per
Existina Interior Remodel Structure New� lBC 1BC
�5 ���0°` 320 III-B B/S-1
Z° FIOOr
3` Floor
Floors thru
13asement
Accessory Structure*
Atiached Garage
Defached Gazage
Aitached Carport
Detached Carport
Covered Deck
Unco��ered Deck
PLANNING DIVISION:
Single fa�nily building footprint (area of the foundation of all structures, plus any decks over I 8 iuches and overhangs greater than 18 inches)
�`For an Accessory d���elling, pro��ide the follo�+�ing:
Lot Area (sq ft): Floor area of principal d�>�ellin�: Floor a�•ea of accessory d«�elling:
'"Provide documentacion that sho�vs ihat the principal o�+mer li��es iu one of the d�vellings as his or her priman� residence.
NumUer of Parking Stalls Provided: Standard:
Compact: Handicap:
Will there be a chanbe in use? ❑....... Yes �.......No If"��es', explain:
FIRE PROTECTION/HAZARDOUS MATERIA.LS:
�.......Sprinklers .......Automaticl=ireAlarm ❑.......None ❑.......Other(specify)
Will there be storage or use of (]ammable. combustible or haza�•dous materials in the building? ❑.......Yes �.......No
If `;ves', a11uc/t lisl �f ntulerials and sloragc: locations on u se/�urale 8-l�l ' x 11 " perper ir:cheding quantrties nnd h1a[c:rial Snfc:h� Da(n Sheets.
SEPTiC SYSTEM
❑.......On-site Septic System — For on-site septic system, pro��ide 2 copies of a cun•ent septic design appro�ed by King County 13ealth
Deparlrnenf.
H:lApplicatiorts\Fornn-Appliw[ions On Line�2011 :1pplicata�ulPtrmn Application Re��sed - 8-9•I I.docx
xc.;scd: .a����n Zo7 r Paee 2 of 4
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PUBLIC WORKS PERMIT INFOKMATION — 206-433-0179
Scope of \�Vork (please provide detailed information):
Modifications to existing space to suit new tenant, including but not limited to: relocation of display cases and fixtures to new
location 2100, demolition of interior display partitions with wall patches at the location of demolition. Tenant signage will be
connected to existing elech-ical utilities. New slat walls will be installed along the entire length of both sides of the store.
�1 ater District
❑ ...7'ukwila
❑ ... Water Availability Provided
Sewcr District
❑ ...Tukwila
❑ ...Sewer Use Certilicate
Call before you Dig: 811
Please refer to Public Works .Bulletin #1 for fees and estimate sheet.
❑...�VaterDistrict#125 ❑..Highline
❑...Valle�� View ❑ ..Renton
❑...Sewer Availabiliiy Provided
❑ .. Renton
❑ .. Seattle
�tic Svstem•
❑ On-site Septic System — Por on-site septic system, provide 2 copies of a current septic design approved by King County Heallh Uepartrneni.�
Submitted with Aoalication (mark Uoxes which annh�):
❑ ...CiviLPlans (117asimum }'aper Size — 22" x 34")
❑...7'echiaical Information .Report (SYorm Drainage) ❑.. Geotechnical I2eport ❑...Traff c Impact Anal��sis
❑ ...Bond ❑ .. lnsurance ❑ .. Easement(s) ❑ .. Maincenance Agreement(s) ❑ ...13o1d Harmless — (SAO)
❑ ...1-Iold Harrnless — (RO\�
Proposed Activities (mark boxes that annl��):
❑...Righf-of-way Use - NonprofiY for less than 72 hours ❑.. Right-of-���ay Use - Profit for less than 72 hours
❑...Righi-of-way Use - No Disturbance ❑.. Right-of=way Use —1'oteutial Disturbance
❑ ...Construction/Excavation/Fill - Right-of-�vay ❑
Non Right-of-way ❑
❑ ...Total Cut cubic yards
❑ ...Total Pill cubic ya��ds
❑ ...Sanifaq� Side Sewer
❑ ...Cap or Remove Utilities
❑ ...Frontage Improvements
❑ ...Traffic Control
❑ ...Backflow Prevention - Fire ProYection
Irrigation
Domestic Water
❑ .. VVork in Flood 7one
❑ .. Storn� Drainaoe
❑ .. Abandon Seplic Tank
❑ .. Curb Cut
❑ .. Pavement Cut
❑ .. Looped Pire Line
❑ ...Pennanent Water Me[er Size... "
❑ ...Temporary Water Meter Size .. ' �
❑ ... Water Only Meter Size............ "'
❑ ...Sewer Main Eatension .............Public ❑
❑...WaterMainExtension .............Public ❑
FINANCE INFORMATION
Fire Line Size at Properiy Line _
❑ ... Water ❑ ...Sewer
Monthlv Service Billin� to:
�
WO#
N�O #
��O #
Private ❑
Private ❑
❑ .. Grease ]nterceptor
❑ .. Channelization
❑ ..1'rench Excavation
❑ .. Utiliiy Undergrounding
❑ ... Deduct �Uater Meter Size
Number of Public Fire l�lydrant(s)
❑ ...Se�l�age 7'reatment
Narne: Day Telephone:
Mailing Address:
Citv
1�Vater Meter Refund/Billine:
Name: Day Telephone:
Mailing Address:
Citv
H:�ApplicntionslPom�s-Applications On Line�2011 Applitntions�Permit Application Re��ised - 8-9-I I.docx
Rc.ised: Aucust 201 I
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State 7ip
State Zip
Pase 3 01�4
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4
�t •
PERMIT APPLICATION NO'TES —
Value of Construetion — In all cases, a r•alue of construction amount should be entered by tlie applicant. 7l�is tigw•e «�ill be revie�ved ;uid is subjeci
to possible revision by fhe Pennit Center to comply with cu�•�•ent fee schedules.
Expiration of Plan Revie��� — Applications for ��fiich no perniit is issued �vithin 1 RO days follo��7ng the date of application shall expire bp limitation.
7'he Building Of'ficial may gra�it one or more eatensions of time for additional periods not exceeding 90 days each. The extension shall be
requested in writing and justifiable cause demonstrated. Section ]0�3.2 Intemational I3uilding Code (current edition).
I H:E2E13Y CEKTIPY THAT 1 HAVE RI�AD AND EXAA9]NED 1'HIS APPLICA7'ION AND KNOW THE SAMF TO Br 7'RUE UNDFR
P�NALTY Of PrRJURY BY T1-i� I.,AVVS OP TI-IE STATG OF WASI-IINGTON, AND 1 A1�9 AUTI-IORIZED TO APPI�Y POR THIS PERMIT.
13UILAli\'C
Print
Mailing
��s�eu C� ����c
2505 3rd Ave., Suite 324
Date:� l � 6
�S � Day Telephone: (206� 720-7001
Seattle WA 98121
c��y s��te z�p
Fi:�Applicn[ions\�ornu•:lpplications On Line1201 I Applitatioiu\Permil i\pplication Revised - 8-9-I I.docx
Re.ised: :\ut�u:7 2011 �
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PaEe 4 01'4
Date Paid: Monday, August 22, 2016
Paid By: ROBERT BOWELL
Pay Method: CREDIT CARD 09990J
Printed: Monday, August 22, 2016 1:54 PM 1 of 1 ���
SYST EM 5
Date Paid: Wednesday, July 13, 2016
Paid By: CRAFTARCHITECTS PLLC
Pay Method: CHECK 007754
Printed: Wednesday, July 13, 2016 1:38 PM 1 of 1 �����srsreMs
�� INSPECTION RECORD .�� � f�,�� �
Retain a copy with permit
I CTION N0. PERMIT N0.
CITY OF TUKWILA BUILDING DIVISION -
6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670
Permit Inspection Request Line (206) 438-9350
�Approved per applicable codes. � Corrections required prior to approval.
COMMENTS:
�
>�/��//l
� REINSPECTION FEE REQUIRED. Prior to next inspection. fee must be
paid at 6300 Southcenter Btvd.. Suite 100. Call to schedule reinspection.
INSPECTION RECORD \;�'
� Retain a copy with permit �� �l ��
INSP TION N0. PERMIT N0.
CITY OF TUKWILA BUILDING DIVISION .
6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670
Permit Inspection Request Line (206) 438-9350
�Approved per applicable codes. a Corrections required prior to approval.
COMMENTS:
Date: /��/��
� REINSPECTION FEE REQUIRED. Prior to next inspection. fee must be
paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection.
� I[VSPECTION RECORD �
Retain a copy with permit 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. � GorreUions required prior to approval.
COMMENTS:
� REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be
paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection.
INSPECTION RECORD .i .� p���� �
Retam a copy with perm�t �
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
�lpprqved per appficable codes. � Corrections required prior to approval.
COMMENTS:
n s pector:
Date: /U/�//�
G
� RElNSPECTION FEE REQUIRED. Prior to next inspection, fee must be
paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection.
INSPECTION RECORD , . r �1�� �
Retarn a copy with permrt ���`
INSPECTION N0. PERMIT N0.
CITY OF TUKWILA BUILDING DIVISION -
6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670
Permit Inspection Request Line (206) 438-9350
� Apprvved per applicable codes. � Corrections �equired prior to approval.
U paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection.
INSPECTION RECORD �
��
� Retain a copy with permit ��` � d�� l
INSPECTION N0. PERMIT N0.
CITY OF TUKWlLA 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 p�ior to approval.
� paid at 6300 Southcenter Btvd.. Suite 100. Call to schedute reinspection.
1NSPECTION RECORD �
` �j)� ._ � i � �
Retain a copy with permit
INSPECTION N0. PERMIT N0.
CITY OF TUKWILA BUILDING DIVISION
6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670
Permit Inspection Request Line (206) 438-9350
�Appr�oved per applicable codes. a Gorrections required prior to approval.
COMMENTS:
Inspector. Date: q /` `
c� (O
.
u REINSPECTION FEE REQUIRED. Prior to nexi inspection, fee must be
paid at 6300 Southcenter Btvd.. Suite 100. Calt to schedule reinspection.
INSPECTION RECORD 1;' f; � G��` i
Retain a copy with permit ;��� 5-,�'4' !.
INSPECTION NUMBER PERMIT NUMBERS
CITY OF TUKWILA FIRE DEPARTMENT
206-575-4407
Project: / Type of Inspection: .
�� ��f.r'.S ln'J'�✓ �li iS��L� Jl" ��r�V�'.!� �:O �r�tjt4L
Address: � 2 �� ��,g� {�„ �2 ,�j Contact Person: '
Suite #: J
Special Instructions: Phone No.:
� Approved per applicable codes. � Corrections required prior to approval.
COMMENTS:
`�.� �'�v-� -�'r v a� _ ��-
r
f � L_.. .� S � �n , , �� r , C ) -� i n,��, �r.
A= r �-...� /�+ "�' c� �l , _ '
t .
Needs Shift Inspection: Sprinklers:
Fire Alarm: Hood & Duct:
Monitor: Pre-Fire:
Permits: Occu anc T e:
Inspector:
Date: /6
H rs..
�$100.00 REINSPECTION FEE REQUIRED. You will receive an invoice from
the City of Tukwiia 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 i7�b - c� l�' i
� Retain a copy with permit �
INSPECTION NUMBER PERMIT NUMBERS
CITY OF TUKWILA FIRE DEPARTMENT
206-575-4407
Project,: � Type of Inspection:�� r
'j�� �'� c� > � v,� � � � j ;� ;� c S � f � � , ,v-�
Address: � a j � �� �,� l.� � � � � �j Contact Person:
Suite #:
Special Instructions: Phone No.:
�
�-approved per applicable codes. � Corrections required prior to approval.
COMMENTS:
�i �-� � ���q� - �K
Needs Shift Inspection: Sprinklers:
Fire Alarm: Hood & Duct:
Monitor: Pre-Fire:
Permits: Occu ancy T pe:
Inspector:
Date: �%d�/,� � 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:
City:
Word/Inspection Record Form.Doc
Company Name:
State:
3/14/14
�
T.F.D. Form F.P. 113
f
�
20fi2 Washington State Energy Code Compliance Forms for Commercial Buildings including R2 & R3 over 3 stories and all R1 Revised Oct 2013
Project Info ProjectAddress 6233 S&GALS Paxx aR a. Date 7/6/2016
Compliance forms T�'Z�'"•wA For Building Department Use
do not require a
password to use.
Instructiona/ and Applicant Name: czafc Architects j`�
calcu/ating cells are I I
write-protected. Applicant Address: zsos 3rd Ave, Ste. 324, Seattle, wa 9eizi � j
Applicant Phone: zo5-�zo-�ooi
L.l
Project Description ❑ New Building ❑ Addition � Alteration 0 Change of Occupancy/Conditioning
Compliance Path � Prescriptive � Component Performance � Total Building Performance
Selection required to enab/e forms.
Occupancy Group QQ Commercial � Group R- R2 & R3 over 3 stories and all R1
Selection required to enab/e forms.
Vertical Fenestration and Total Vertical Gross Exterior
Skylight Area Calculation Fenestration Above Grade � % Vertical
If comp/ying via the Prescriptive path,
(rough opening) divided by Wall Area times 100 equals Fenestration
enter values for vertica/ fenestration, 0. 0 — 7 8 5. 6 X 1 �0 — 0. 0%
skylighfs, gross walls and roof on this • —
ENV-SUM worksheet. If comp/ying via
the Component Pertormance path, enter Gross Exterior
these va/ues in the ENV-UA worksheet. Total Skylight divided by Roof Area times 100 equals % Skylight
These values auto-fill from ENV-UA and
are write-protected on ENV-SUM. O. 0 — 3 2 0. 0 X 100 = 0. 0%
Vertical VERTICAL FENESTRATION AREA COMPLIES
Fenestration Area Fenestration Area
Compliance
Skylight Area SKYLIGHT AREA COMPLIES p�^�'��
il'7 V
ILA
Vertical Fenestration Q 50% or more of the floor area is within a daylight zone per C402.3.1.1
Alternates � High Performance Fenestration U-factors and SHGC per C402.3.1.3 u 13 2� i
Compliance Method
❑ Skylight area 3% or greater, VT-0.40 or greater �����g C�� ��
Single Story Spaces ❑ Skylight effective aperture 1% or greater, provide calculation
Requiring Skylights ❑ Space eligible for exception
Requires a minimum of 50% of f/oor area to be within a skylight daylight zone for specific
space types. Refer to C402.3.2 for requirements. ��y �+�� A� D���
��� ve��
❑ Project has semi-heated spaces as defined per C402.1.4 ��rs'��� �+����r�" `'�f'�
❑ Applying wall exception to semi-heated spaces � �������E'' 4
1. Semi-heated spaces may compty under Prescriptive or Component PeAormance mpl.ian�e
Semi-Heated Spaces path. 1 J� �����'
2. Semi-heated spaces shall be documented separate/y from other conditioned spaces — provide
separate compliance forms for each conditioned space type. °
3. Enve/ope e/ements separating semi-heated from other conditioned sp�;ces shall comply with
exterior therma/ enve/o e� uirements. � i,^ .
p q �� �f ,; LS. J �li�i� �' �G�i'
' �'�t.iILl3it�� �,� c `�...,�1=-,s
❑ Walk-in Cooler ❑ Walk-in Freezer -��
❑ Refrigerated Warehouse Cooler ❑ Refrigerated Warehouse Freezer
Refrigerated Spaces
Refrigerated spaces shall comp/y under the Prescriptive Path on/y. Compliance documentation for
these areas may be combined with non-refrigerated areas in the ENV-PRESCR/PT/VE form. Refer
to C402.5 and C402.6 forrequirements.
Project includes more than one occupancy type and/or level of space conditioning. Multiple
Mixed Occupancy and/or compliance forms may be required. Select all that apply to scope of project:
Space Conditioning ❑� Commercial ❑ R2 & R3 over 3 stories and all R1 ❑ Refrigerated Space
Q Fully Conditioned ❑� Semi-Heated ❑ Low Energy'
❑ R2 & R3 - 3 stories or less
*Low energy areas are exempt from all therma/ envelope provisions and compliance forms for
these areas are not required. Refer to C101.5.2 for exemption.
2012 Washington State Energy Code Compliance Forms for Commercial Buildings including R2 & R3 over 3 stories and all R1 Revised Oct 2013
�ojectAddress 6233 SEGALE PARK DR D. Date 07/06/2016
Occupancy Group � Commercial � Group R For Building Department Use
Change in occupancy or space conditioning QQ
Note - Proposed UA may exceed Target UA by 10% per C101.4.4 and C101.4.5
FeriEStY'1tlOri AI'ed as % gross above-grade wall area 0. 0� Max. Target: 30 . 0�
S�Ilg�lt AYea as % gross roof area 0. 0� Max. Target: 5. 0�
Vertical Fenestration Alternates: None Selected on ENV-SUM
Notes: 1: If vertical fenestration or skylight area exceeds maximum allowed per C402.3.1, then Target Area Adjustment of all applicable envelope
elements will be calculated by the compliance form. Refer to Target Area Adjustments woricsheet for this calculation.
2: U-factors shall come from Appendix A, Chapter C303, or calculated per approved method as speci�ed in C402.1.2.
Building Component Proposed UA Target UA
Provide source of U-factor, a e/plan # of assembl detail & ID U-factor x Area A = UA (U x A U-factor x Area (A) = UA (U x A
Y R= 30 ID: Continuous Insulation, above ceiling system o. 032 320 10 . 2 0. 034 320 10 . 9
� R= ID: Above Deck Insulation U-0.034
�
R= ID:
� � R= ID: 0.031
�00 R= ID: Metal Building U-0.031
� R= ID:
� R= ID: 0.021
L R= ID: Single raft, attic, other U-0.021
� R= ID:
€ R= 31 ID: OffC2 Demising wall, 3/A8.1 0. 048 723 34 . 7 0. 055 723 39. 7
LL R= ID: Steel/metal frame U-0.055
a�
� R= ID:
o � R= ID: 0.052
Q 00 R= ID: Metal Building U-0.052
N � R= ID:
�
0 R= ID: 0.054
� o R= ��� Wood Frame, other U-0.054
n � R= ID:
O
. R= ID: 0.104
�
� R= ID: Mass Wall U-0.104
� R= ID:
y R= ID: O.iOa
m
o� R= ID: Assumed to be Mass Wall U-0.104
m � R= ID:
C7 R= ID:
N R= ID: 0.031
m R= ID: Mass Floor U-0.031
o � R= ID:
� � R= ID: 0.029
LL
� R= ID: JoisbFraming U-0.029
� R= ID:
F-factor x Perimeter = UA(U x A) F-factor x Perimeter = UA (U x A)
� R= ID: Existing unheated slab on grade 0. �30 56 ai . i 0. 540 56 30. a
� L R= ID: Slab-On-Grade U-0.54
�' � R= ID:
� � R= ID: 0.550
�� R= ID: Heated Slab-On-Grade U-0.55
= R= ID:
*Proposed non-residential CMU walls meeting Table C402.1.2 Area UA Area UA
Footnote D requirements can use the target U-value of 0.104 rather Page 1
than Appendix A values. Show footnote requirements in plans. Subtotal 1099 86 1099 81
Component Performance Compliance (UA) UA COMPLIES W/ EXISTING SPACE EXEMPTION
2012 VrYashington State Energy Code Compliance Forms for Commercial Buildings including R2 & R3 over : Re��sed oa zo�a
ProjectAddress 6233 SEGALE PARK DR D. Date 07/06/2016
FerieS�'dtlOri AI'ed as % gross above-grade wall area Max. Target: 30 . 0� For Building DepaRment Use
Skylight Area as % gross roof area Max. Target: 5. 0�
Notes: 1: !f vertical fenestration or skylight area exceeds maximum allowed per C402.3.1, then Target
Area Adjustment of all applicable envelope elements wilf be calcu/ated by the compliance form.
Refer to Target Area Adjustments worksheet for this calculation.
2: Provide NFRC rated U-factor or default U-factor from Appendix A for fhe fenestration assembly
thermal perfomtance (combination of frame and glazing).
3: Fenestration that separates conditioned space from a non-conditioned or semi-conditioned
Building Component Proposed UA Target UA
Provide source of U-factor, page/plan # of assembly detail & ID U-factor x Area (A) = UA (U x A U-factor x Area (A) = UA (U x A)
o, � U= ID: 3 x 7 wood mandoors 0. 430 63 27 .1 0. 37 63 23. 3
3 o U= ID: Opaque Swing Doors U-0.37
� � U= ID:
� � U= ID: 0.37
o Q U= ID: Opaque rollup & sliding U-0.37
� U= ID:
� U= ID: 0.30
� U= ID: Non-Metal Frame U-0.30
o U= ID:
Z U= ID:
� U= ID: 0.38
o� U= ID: Metai Frame, Fixed U-0.38
`� '" U= ID:
� a�
c � U= ID:
a�
LL a U= ID: 0.40
�� U= ID: Metal Frame, Operable U-0.40
r
� � U= ID:
� U= ID:
� U= ID: 0.60
� U= ID: Metal Entrance Door U-0.60
m U= ID:
� U= ID:
�, y U= ID: 0.50
o, T U= ID: All types U-0.50
Y ~ U= ID:
� a U= ID:
To comply:
1) Proposed Total UA shall not exceed Target Total UA.
2) Proposed Total Area shal/ equal Target Total Area.
Comvonent Performance Comvliance
Area UA Area UA
Page 2 Subtotal 63 27 63 23
Page 1 Subtotal 1099 86 1099 81
Total 1162 113 1162 10 4
JA) UA COMPLIES W/ EXISTING SPACE EXEMPTION
{
2012 Washington State Energy Code Compliance Forms for Commercial, Group R1, and > 3 story R2 and R3
� • • •
20T2 Washington State Energy Code Compliance Forms for Commercial, Group R1, and > 3 story R2 and R3 Revised June 2013
�
Project Info ProjectAddress 6233 SEGALE PARR DR n. Date '7/6/2016
xuxwi�,, wa For Building Department Use
Applicant Name: craft Architects �
ApplicantAddress: zsos Third Ave, Suite 324 / Seattle WA 98121 � �
Applicant Phone: �205) �2o-�ooi
IProject Description
Lighting Compliance
Path
Interior Lighting
Compliance Option
Interior Lighting System
Description
Briefly describe lighting
system type and features.
I❑ New Building ❑ Addition v❑ Alteration ❑ Plans Included
� Lighting Power Density Calculations � Total Building Performance
(If Total 8uilding Performance then only LGT-CHK is required.)
� Building Area Method � Space-by-space Method
c��E co�nPUA�c
�4PP�QV�Q
JUL 2 6 20i6
Addi#i�ns and Change of Space Use (C101.4.3 & C101.4.4) "y`# '�• ``"•,••"`"
_ a� t r�:� �. �� � �
, .. ., � � � o _� ._�.,
Addition area or Change of Space Use area complies with all applicable provisions as stand alone pro '°"""'
� Addition area or Change of Space Use area is combined with existing building lighting systems to demonstrate
compliance with all applicable provisions
Provide Building Area Method (LTG-INT-BLD) or Space-By-Space Method (LTG-INT-SPACE) Compliance Form. Document maximum
allowed and proposed (including existing if applicable) lighiing wattage of Addition 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 wattage 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) lighting wattage of project scope
� Lamp and/or ballast replacement within existing luminaires only — existing total interior building wattage not increased
� New wiring installed to serve added fixtures and/or fixtures relocated to new circuit
Provide applicable manual lighting controls (C405.2.1), occupancy sensors (C405.2.2.2), daylight zone controls (C405.2.2.3), specific
application controls (C405.2.3), and commissioning of lighting controls per C405.13
� New or moved lighting panel
Provide all applicable lighting controls as noted for New Wiring, automatic time switch controls (C405.2.2.1), and commissioning of
lighting controls per C405.13.
� Space is reconfigured - luminaires unchanged or moved only
Provide all applicable 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.
v� � ■ vr � vn�r��.r�
JUL 13 2016
PERMIT CENTER
" Select Table C405.5.2(2) category from drop down menu. Area Allowed Watts
'* Foratriums, indicate height.Allowed wattage forfirst 40 feet is 0.03 W/ft. ht., Total 320 355
above 40 feet is 0.02 Wfft. ht.
Proposed Lighting Wattage
Location (plan #, Fixture Description Number of Watts/ Watts
room #, or ALL) (Include exempt equipment per Note 3) Fixtures Fixture Proposed
2X4 FLIIORESCENT LZGHT FIXTURE W/ (2) 28W T-S 6 56 336
Retail Display Lighting from LGT-ZNT-DISPLAY
Total Proposed Watts may not exceed Total Allowed Watts for Interior Lighting Total Proposed Watts 33 6
Notes:
1. For proposed Fixture Description, indicate �xture type, lamp type (e.g. T-8), number of lamps in the fixture, and ba//ast type (if
included). For track lighting, list the length of the track (in ieet) in addition to the fixture, lamp, and ballast information.
2. For proposed Watts/Fixture, use manufacturer's listed maximum input wattage of the fixture (not simp/y the lamp wattage) and
other criteria as specified 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 Jighting
list the transformer rated wattage.
3. List all fixtures. For lighting equipment eligible for exemption per C405.5.1, note exception number and leave Watts/Fixture blank.
P�R�iT COORD COPY
PLAN REVIEW/ROUTING SLIP
PERMIT NUMBER: D16-0189
DATE: 07/13/16
PROJECT NAME: PROFESSIONAL PLASTICS
SITE ADDRESS: 6233 SEGALE PARK D DR
X Original Plan Submittal
Response to Correction Letter #
DEPARTMENTS:
�� �w�- ��-c`�-c�
uilding Division �
Revision #
Revision #
�� �� � ��� T
Fire Prevention �
before Permit Issued
after Permit Issued
L� N/�- �( r-� �
Planning Div�s�on �
� N��- � �-�y
u1blic Wor s � Stcuctural � Permit Coordinator �
PRELIMINARY REVIEW: DATE: 07/14/16
Not Applicable ❑ Structural Review Required ❑
(no approval/review required)
REVIEWER'S INITIALS: DATE:
APPROVALS OR CORRECTIONS: DUE DATE: OgI11�1.6
Approved
�
Corrections Required ❑
(corrections entered in Reviews)
Notation:
REVIEWER'S INITIALS:
Approved with Conditions �
Denied ❑
(ie: Zorzirzg Issues)
DATE:
Per�nit Cefate� Use Oitly
CORRECTION LETTER MAILED:
Departments issued corrections: Bldg ❑ Fire ❑ 1'ing ❑ PW ❑ Staff'lnitials:
12/IS/2013
BOYCE CONSTRUCTION INC
iiome }^.spanol Contact
5afety & Health
WaShington State Departmer�t of
Labor & lndustries
BOYCE CONSTRUCTION INC
Owner or tradesperson
Princip�ls
BOWELL, ROBERT
BOWELL, SHERI
Doing business as
BOYCE CONSTRUCTION INC
Page 1 of 2
Search L&I ��--_) , � �
r1-% Iiidex Itelp b�Iy I.R:S
Claims & Insurance Workplace Rights Trades & Licensing
628 SOUTH BRANDON STREET
SEATTLE, WA 98108
206-264-8085
KING County
WA UBI No. Business type
601 538 339 Corporation
Governing persons
ROBERT
A
BOWELL
SHERI LUCILLE BOWELL;
License
Verify the contractor's active registration / license / certification (depending on trade) and any past violations.
Construction Contractor Active.
_........_...__ .........................
Meets current requirements.
License specialties
GENERAL
�icense no.
BOYCECI066QQ
Effective — expiration
11/18/1994— 01/21/2018
Bond
_.......
DEVELOPERS SURETY & INDEM CO $12,000.00
Bond account no.
178077C
Received by L&i Effective date
12/07/2001 11 /18/2001
Expiration date
Until Canceled
Insurance
Nationwide Mutual Ins Co $1,000,000.00
Policy no.
ACPACT07524265684
Received by L&i Effective date
07/14/2016 11/18/2013
Expiration date
11/18/2017
Insurance history
Savings
_._.._.... _...
No savings accounts during the previous 6 year period.
https://secure.lni.wa.gov/verify/Detail.aspx?UBI=601538339&LIC=BOYCECI066QQ&SAW= 8/25/2016
0
- �����vi�,Tio�s
� ANGLE
� CENTER LINE
�6 DIAMETER OR ROUND
� NUMBER OR POUND
� PENNY
1 PERPENDICULAR
i� PLATE
AB ANCHOR BOLT
AC ACOUSTICAL
A/C AIR CONDITIONING
ACP ACOUSTICAL CEILING PANEL
ACT ACOUSTICAL TILE
ADH ADHESIVE
ADJ ADJACENT
AF ACCESS FLOOR
AFF AT/ABOVE FINISH FLOOR
AHJ AUTHORITY HAVING JURISDICTION
AL ALUMINUM
ALT ALTERNATE
AP ACCESS PANEL
APC ACOUSTICAL PANEL CEILING
APPROX APPROXIMATE
ARCH ARCHITECTURAL
ASPH ASPHALT
BD 80ARD
BETW BETWEEN
BLK BLOCK
BLDG BUILDING
BM BEAM
BRG BEARING
BOT BOTfOM
BSMT BASEMENT
8UR BUILT UP ROOF
�
�
�
r_
3
�
J
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�
W
W
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�
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W
0
U
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0
0
�
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CAB CABINEf
CB CATCH BASIN
C8U CEMENTITIOUS BACKER UNIT
CEM CEMENT
CER CERAMIC
CFM CUBIC FEEf PER MINUTE
CFf CONDUCTIVE FLOOR TILE
CG CORNER GUARD
CHBD CHALK BOARD
CI CAST IRON
CJT CONTROL JOINT
CLF CHAIN LINK FENCE
CLG CEILING
CJ CONSTRUCTION JOINT
CLK CAULKING
CLO CLOSEf
CLR CLEAR
CMU CONCREfE MASONRY UNIT
CNTR COUNTER
CO CLEANOUT
COL COLUMN
CONC CONCREfE
CONSTR CONSTRUCTION
CONT CONTINUOUS
CORR CORRIDOR
CPT CARPEf
CT CERAMIC TILE
CTR CENTER
CY CUBIC YARD
DBL DOUBLE
DEPT DEPARTMENT
DF DRINKING FOUNTAIN(W/0 COOLER)
DIA DIAMEfER
DIAG DIAGONAL
DIM DIMENSION
DISP DISPENSER
DN DOWN
DR DOOR OR DRAIN
DTL DETAIL
DWR DRAWER
DS DOWNSPOUT
DW DISHWASHER
DWG DRAWING
E EAST
EA FACH
EB EXPANSION BOLT
EJ EXPANSION JOINT
EL ELEVATION
ELEC ELECTRIC
ELEV ELEVATOR
EM ENTRY MAT
EMER EMERGENCY
ENCL ENCLOSURE OR ENCLOSED
EP ELECTRICAL PANEL
EWC ELECTRIC WATER COOLER
EPX EPDXY
EQ EQUAL
EQUIP EQUIPMENT
EST ESTIMATE
EX EXPANSION
EXIST EXISTING
EXT EXTERIOR
FA FIRE ALARM
FBO FURNISHED BY OTHERS
FCIC FURNISHED BY CONTRACTOR
INSTALLED BY CONTRACTOR
FCTY FACTORY
FD FLOOR DRAIN
FDN FOUNDATION
FE FIRE EXTINGUISHER
FEC FIRE EXTINGUISHER CABINET
FF FACTORY FINISH
FIN FINISH
FL FLOOR
FLG FLASHING
FLUOR FLUORESCENT
FM FACTORY MUTUAL
FOC FACE OF CONCREfE
FOF FACE OF FINISH
FOIC FURNISHED BY OWNER
INSTALLED BY CONTRACTOR
F010 FURNISHED BY OWNER
INSTALLED BY OWNER
FOS FACE OF STUD
FS FULL SIZE
FT FEET
FfG FOOTING
FfIC FURNISHED BY TENANT
INSTALLED BY CONTRACTOR
FTIO FURNISHED BY TENANT
INSTALLED BY OWNER
FURR FURRING
FUT FUTURE
FUTURE- FUTURE ROUGH IN ONLY
RIO
GA GAGE
GALV GALVANIZED
GB GRAB BAR
GC GENERAL CONTRACTOR
GL GLASS OR GLAZING
GLB GLU-LAM BEAM
GND GROUND
GR GRADE
GWB GYPSUM WALL BOARD
HB HOSE BIB
HC HOLLOW CORE OR HANDICAP
HDR HEADER
HDWD HARDWOOD
HDWE HARDWARE
HM HOLLOW MEfAL
HORIZ HORIZONTAL
HR HOUR
HT HEIGHT
HTG HEATING
HVAC HEATING/VENTILATION/
AIR CONDITIONING
HWH HOT WATER HEATER
IBC INTERNATIONAL BUILDING CODE
ID INSIDE DIAMEfER/
DIMENSION
IEC INTERNATIONAL ELECTRIC
CODE COUNCIL
IFC INTERNATIONAL FIRE CODE
IG INSULATED GLAZING
IHM INSULATED HOLLOW MEfAL
IN INCH
INCL INCLUDE
INSUL INSULATION
INT INTERIOR
IPC INTERNATIONAL PLUMBING CODE
JAN JANITOR
JT JOINT
KIT KITCHEN
KO KNOCK OUT
KS KNEE SPACE
LAM LAMINATE
LAV LAVATORY
LB LAG BOLT
LF LINEAL FOOT
LG LENGTH
LH LEFT HAND
LINO LINOLEUM
LKR LOCKER
LT LIGHT
MACH MACHINE
MATL MATERIAL
MAX MAXIMUM
MECH MECHANICAL
MEZZ MEZZANINE
MFR MANUFACTURER
MH MANHOLE
MIN MINIMUM
MIR MIRROR
MISC MISCELLANEOUS
MLD MOLDING
MRGWB MOISTURE RESISTANT GWB
MTD MOUNTED
MTL MEfAL
MULL MULLION
N NORTH
NIC NOT IN CONTRACT
NO/� NUMBER
NOM NOMINAL
NTS NOT TO SCALE
OA OVERALL
OC ON CENTER
OD OUTSIDE DIAMETER/
DIMENSION
OFF OFFICE
OH OVERHEAD
OPH OPPOSITE HAND
OPNG OPENING
OPP OPPOSITE
PERP PERPENDICULAR
PFN PREFINISHED
PL PLATE OR PROPERIY LINE
PLAM PLASTIC LAMINATE
PLYWD PLYWOOD
PNL PANEL
PNT PAINT
PR PAIR
PS PAINT SYSTEM
PSF POUNDS PER SQUARE FOOT
PSI POUNDS PER SQUARE INCH
PT PRESSURE TREATED
PTD PAPER TOWEL DISPENSER
PTD/R PAPER TOWEL DISPENSER
AND RECEPTACLE
PTN PARTITION
PTR PAPER TOWEL RECEPTACLE
PVMT PAVEMENT
QT QUARRY TILE
R RISER
RA RETURN AIR
RAD RADIUS
R&S ROD & SHELF
RB RESILIENT BASE
RCP REFLECTED CEILING PLAN
RD ROOF DRAIN
RD/0 ROOF DRAIN OVERFLOW
REBAR REINFORCING BAR
REF REFERENCE
REFR REFRIGERATOR
REINF REINFORCED
REQ'D REQUIRED
REV REVISION
RH RIGHT HAND OR ROBE HOOK
RESIL RESILIENT
RM ROOM
RO ROUGH OPENING
RT RESILIENT TILE
RUB RUBBER
RW RAIN WATER
RWL RAIN WATER LEADER
S SOUTH
SC SOLID CORE
SCD SEAT COVER DISPENSER
SCHD SCHEDULE
SD SOAP DISPENSER
SECT SECTION
SF SQUARE FEEf
SHTG SHEATHING
SIM SIMILAR
SNK SINK
�LR SEALER
SND SANITARY NAPKIN
DISPENSER
SNR SANITARY NAPKIN
RECEPTACLE
SPEC SPECIFICATION
SQ SQUARE
SST STAINLESS STEEL
SSK SERVICE SINK
ST STONE/STONE TILE
STA STATION
STC SOUND TRANSMISSION
CLASS
STD STANDARD
Sl'L STEEL
STOR STORAGE
STRL STRUCTURAL
SUSP SUSPENDED
SV SHEET VINYL
SYM SYMMEfRICAL
T TREAD
TB TOWEL BAR
T�4�B TOP & BOTfOM
TG TEMPERED GLASS
T`aK THICK
T!� TEMPERED INSULATED
GLAZING
T3 TOP OF
TGC TOP OF CONCREfE
T�JP TOP OF PAVEMENT
TOS TOP OF STEEL
TOSL TOP OF SLAB
TOW TOP OF WALL
TPD TOILET PAPER DISPENSER
TPH TOILET PAPER HOLDER
TPTN TOILEf PARTITION
TS TUBUTAR STEEL
N TELEVISION
1YP TYPICAL
UL UNDERWRITERS LABORATORY
UNF UNFINISHED
UON UNLESS OTHERWISE NOTED
UR URINAL
VAR VARIES
VCT VINYL COMPOSITION TILE
V�'RT VERTICAL
VEST VESTIBULE
VIN VINYL
VWC VINYL WALL COVERING
W WEST
W/ WITH
w/o wi�our
WC WATER CLOSEf
WD WOOD
WF WIDE FLANGE
WG WIRE GIASS
WHSE WAREHOUSE
WP WATER PROOF
WR WATER RESISTANT
WSCT WAINSCOT
WT WEIGHT
XFMR TRANSFORMER
YD YARD
-•
�
COLUMN LINE/GRID LINE
DOOR/RELITE NUMBER
CORRESPONDS TO ROOM ENTERING
1078
OX KEY NOTE
I�j' PARTITION TYPE
X REVISION NUMBER
REVISION
CLOUD AROUND REVISION
MATCH LINE
��'�'�� SHADED PORTION IS THE SIDE
CONSIDERED
WORK POINT, CONTROL POINT
� OR DATUM POINT
1492
EQUIPMENT NUMBER
BUILDING SECTION
SECTION IDENTIFICATION
SI�EEf WHERE SECTION IS DRAWN
DEfAIL SECTION
SECTION IDENTIFICATION
SHEEf WHERE SECTION IS DRAWN
X DEfAIL OR ENLARGED PLAN
AX.X DEfAIL IDENTIFICATION
SHEET WHERE DEfAIL IS DRAWN
9'-0"
NDO WINDOW SYMBOL
A INTERIOR ELEVATION(Sl
AX.X B��- ELEVATION IDENTIFICATION
SHEEf WHERE ELEVATION IS
DRAWN
TITLE ROOM IDENTIFICATION
TITLE2 ROOM NAME
TITLE3
ROOM ROOM N0.
+S'-6" FlNISHED CEILING HEIGHT
PROPERIY LINE
�a �� NEW OR FINISHED CONTOURS
/ EXISTING CONTOURS
71
,��0
'��� TOP OF WALL
,�60
.�G•
'�Q ' �� �
PNS�THT N
7'-0��
TOP OF CURB
TOP OF PAVEMENT
PROJECT NORTH
DENOTES CHANGE IN
ELEVATION
PT FINISH SYMBOL
2
GE�ERAL �OTES
1. THE GENERAL CONTRACTOR SHALL BE SOLELY AND COMPLEfELY RESPONSIBLE FOR CONDITIONS ON THE JOB SITE, INCLUDING THE SAFEfY OF ALL
PERSONS, PROPERTY, AND FOR ALL NECESSARY INDEPENDENT ENGINEERING REVIEWS OF THESE COND�TIUNS, ANO FOR COMPLIANCE WITH O.S.H.A.
SAFET`f STANDARDS. ARCHITECTS AND THEIR CONSULTANTS' JOB SITE OBSERVATIONS ARE NOT INTENDED TO INCLUDE REVIEW OF THE ADEQUACY OF
THE CONTRACTOR'S SAFEfY MEASURES.
2. FACH CONTRACTOR SHALL FAMiLIARIZE THEMSELVES WITH ALL SPECIFIED PRODUCTS RELATING TO THEIR WORK. THEY ARE TO SUBMIT WRITTEN
OBJECTIONS PRIOR TO BIDDING, IF THE CONTRACTOR HAS AN OBJECTION TO ANY PRODUCT AND/OR DISCREPANCIES BEfWEEN DRAWINGS AND
SPECIFICATIONS.
3. THE GENERAL CONTRACTOR SHALL COORDINATE THEIR WORK WITH THAT OF OTHER SEPARATE CONTRACTS SUCH AS SIGNS, & OWNER FURNISHED
ITEMS, WHICH ARE BEING DONE BY OTHERS.
4. THE GENERAL CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS IN THE FIELD. THE ARCHITECT SHALL BE NOTIFIED IMMEDIATELY OF ANY
DISCREPANCIES BETVVEEN ACTUAL FIELD CONDITIONS AND CONSIRUCTION DOCUMENTS. ALL NIORK IN THAT AREA SHALL BE HELD UNTIL SUCH
DISCREPANCIES ARE RESOLVED.
5. SEPARATE PERMITS, WHEN REQUIRED AND/OR WHEN WORK ITEMS ARE DESIGN/BUILD IN NATURE, SHALL BE OBTAINED BY THE CONTRACTOR FOR
MECHANICAL, PLUMBING, FIRE SPRINKLERS, ELECTRICAL AND FIRE ALARM. DESCRIPTIVE, DETAILED DESIGN AND REQUIRED SUBMITfAL DOCUMENTS
INFORMATION SHALL BE PROVIDED FOR REVIEW BY THE REGULATING AUTHORITIES AND BY THE OWNER/TENANT/ARCHITECT FOR APPROVAL PRIOR TO
ANY WORK BEING PERFORMED. SEE SPECIFICATIONS FOR REQUIREMENT FOR DESIGN/BUILD FIRE SPRINKLER SYSTEM. SUBMIT PLAN TO AND OBTAIN
PERMIT FROM THE AUTHORITY HAVING JURISDICTION FOR FIRE SPRINKLER SYSTEM INSTALLATION OR MODIFICATION. ALL WORK SHALL COMPLY WITH
CURRENT GOVERNING CODES.
6. SPECIAL INSPECTIONS WHERE REQUIRED BY THE BUILDING OFFICIAL SHALL BE PERFORMED BY INSPECTORS APPROVED BY THE BUILDING OFFICIAL.
7. ALL WORK DONE SHALL 8E IN CONF'ORMANCE WITH THE APPROVED PLANS AND PROJECT SPECIFICATIONS. THE ,4PPROVED, PERMITTED, STAMPED
PLANS ARE TO REMAIN ON SITE AT ALL TIMES. ANY MODIFICATIONS TO WORK SHALL BE INDICATED ON FIELD "AS-BUIL1" SET OF DOCUMENTS.
8. DIMENSIONS ARE TO FACE OF STUD, CONCREfE, OR MASONRY UON.
9. DO NOT SCALE DRAWINGS; DIMENSIONS GOVERN.
10. WHEN CONSTRUCTION DEfAILS ARE NOT SHOWN OR NOTED FOR ANY PART OF THE WORK, DETAILS SHALL BE 1HE SAME AS FOR OTHER SIMILAR
WORK. IF QUESTIONS CAN NOT BE RESOLVED IN THIS MANNER, CONTACT THE ARCHITECT PRIOR TO PROCEEDING.
11. GENERAL CONTRACTOR SHALL PROVIDE OWNER AND ARCHITECT WITH DEfAILED CRITICAL PATH SCHEDULE FOR REVIEW AND APPROVAL PRIOR TO START
OF CONSTRUCTION. UPDATES OF SCHEDULE SHALL BE MADE AS NECESSARY WITH COPIES PROVIDED TO OWNER AND ARCHITECT.
12. ALL WORK AND MATERIALS SHALL BE IN FULL ACCORDANCE WITH CURRENT GOVERNING CODES. NOTHING IN THESE DRAWINGS IS TO BE CONSTRUED
AS TO PERMIT WORK WHICH IS NOT CONFORMING TO CURRENT GOVERNING CODES.
13. PROTECTIVE MEASURES SHALL BE TAKEN BY THE CONTRACTOR TO PROTECT ADJACENT PROPERTY AT ALL TIMES DURING CONSTRUCTION.
14. THE CONTRACTOR SHALL COMPLY WITH ALL CURRENT APPLICABLE LOCAL ORDINANCES FOR UTILITY SERVICE PROVIDERS, PUBLIC AND/OR PRIVATE.
15. FIRE BLOCKING SHALL BE PROVIDED AT ALL FR,4MED WALLS AT 10'-0° O.C. AND ALSO AT ANY LOCATION WHERE WALL FRAMING PENETRATES
CEILINGS. REFER TO IBC SEC. 708 FIRE BLOCKING AND ORAFf STOPS FOR CONSTRUCTION.
16. PATCH AND REPAIR ALL D(ISTING WALLS, FLOORS AND CEILINGS THAT ARE ADJACENT TO AND AFFECTED BY NEW CONSTRUCTION.
17. ASBESTOS AND HAZARDOUS WASTE EXCLUSION:
THE ARCHITECT HEREBY STATES, AND THE OWNER ACKNOWLEDGES, THAT THE ARCHITECT HAS NO PROFESSIONAL LIABILITY OR OTHER INSURANCE,
(AND IS UNABLE TO REASONABLY OBTAIN SUCH INSURANCE) FOR CLAIMS ARISING OUT OF THE PERFORMANCE OF OR THE FAILURE TO PERFORM
PROFESSIONAL SERVICES, INCLUDING BUT NOT LIMITED T0, THE PREPAR,4TION OF REPORTS, DESIGNS, DRAWINGS, AND SPECIFICATIONS, AND
RELATED TO THE INVESTIGATION DETECTION.
� � � � ■► �•! ��� �
�
PLUI�BI�G SUM�fARY
OCCUPANCY WATER CLOSEfS LAVATORIES
DF RATIO
USE LOAD RATIO MALE FEMALE UNISEX RATIO MALE FEMALE UNISEX
1 PER 25 1 PER 40
FIRST 50; FIRST 80; 1 FOR ANY
THEN 1 THEN 1 OCCUPANCY
OFFICE 21-1.0 21-1.0 21-1.0 21-1.0
�B� 42 PER 50 REQ REQ - PER 80 REQ REQ - EXCEEDING 30
EXCEEDING EXCEEDING FOR THE FIRST
50 80 150 OCCUPANTS;
1 ADDITIONAL FOR
WAREHOUSE 25 25-1.0 25-1.0 25-1.0 EACH 500
�S� 49 1 PER 100 1.0 REQ - 1 PER 100 REQ REQ - OCCUPANTS
REQ
\ .: � �.�z\�;�;`?i>`Y'+�fif �?z>: ' �'�,'� �`�� `;�a�C�\ �a�:iJ;a ::\ :S�'��+£'"1 �uF:'o�:'i:.\;\°';�:
.��� :�\ �`u � ������t�w` ` � "�V\ \ ��� * � �h`� ��d`�
SUBTOTALS ':�� �� ' � 2 � �� �'
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REQUIRED TOTALS 2 2 _ 2 2 _ 1
TOTAL PROVIDED 2 2 O Z Z O 1
P'ROJECT DIRECTORY
ARCHITECT/CONTACT: CRAFf ARCHITECTS, PLLC.
2505 THIRD AVE, STE. 324
SEATfLE, WASHINGTON 98121
OWNER: LIT INDUSTRIAL LIMITED PARTNERSHIP
C/0 CBRE PROJECT MANAGEMENT
TENANT: PROFESSIONAL PLASTICS
GENERAL CONTRACTOR: TBD
CONTACT:
PHONE:
EMAIL:
CONTACT:
PHONE:
EMAIL:
CONTACT:
PHONE:
EMAIL:
CONTACT:
PHONE:
EMAIL:
SATURN ZHANG
(206) 720-7001
SATURNC�CRAFfARCHITECTS.COM
PATRICE JENSEN
(253) 398-9004
PATRICE.JENSEN�CBRE.COM
N/A
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SITE/BUILDING PLA�
NTS , N
TAX PARCEL
352304-9112
LEGAL DESCRIPTIUiV
LOT 1 OF CITY OF TUKWILA SHORT PLAT NO 85-19-SS RECORDING NO 8505090619
- SD SHORT PLAT DAF POR N 1/2 TGW POR GL'S 5& 6 DAF - BEG N MGN OF GL
6 ON ELY MGN OF 57TH AVE S TH ELY ALG SD N MGN 266.17 FT TH N 17-28-17
E 474.08 Ff TH S 70-47-48 E 35.02 F? TH N 17-28-17 E 393.90 FT TH S
87-50-09 E 210.53 FT TH S 17-28-17 W 1424.06 FT TH S 66-31-27 E 37.48 Ff
TH S 02-24-12 W 532.50 Ff TH SWLY ALG N LN OF FLOOD CONTROL ESMT TAP S
66-31-59 E& S 25-01-32 W OF TPOB TH N 66-31-59 W 343.91 Ff TH N
25-01-32 E 1093.32 FT TO TPOB
CODE/ZOI�I�G INFOR ATI�iV
GOVERNING BUILDING CODES:
2015 IBC
2015 UPC
2015 IFC
2009 ICC/ANSI A117.1 (ACCESSIBILfTY)
2015 IECC
REGULATIONS & ORDINANCES
2015 WASHINGTON STATE AMENDMENTS
d1,c,`� WASHINGTON STATE ENERGY CODE
f iJ ENTILATION PER IMC
ZONING DISTRICT:
EXISTING OCCUPANCY CLASSIFICATION:
TYPE OF CONSTRUCTION:
SPRINKLER SYSTEM:
AREA SEPARATION:
NON-SEPARATED, PER SECTION 508.3
FLOOR AREAS:
H1
B (OFFICE)/S-1 (WAREHOUSE)
III-B
FULLY SPRINKLERED
OFFICE (EXISTING) (B) 3,918 SQ FT
OFFlCE (NEW) (B) 320 SQ FT
WAREHOUSE (EXISTING? NEW?) (S-1) 24,531 SQ Ff
TOTAL FLOOR AREA: 28,769 SQ FT
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CX ��chanicai
�leeirical
Ct�'�Piumbing
(�as Piping
Ci�y of Tukwila
�'�3��a�;.�!od�a DIVISION
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F�
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BLDC 1
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PR4JECT DESCRIPTIOI�
TENANT ALTERATION CONSISTING OF: ADDITION OF NEW ACCESSORY WAREHOUSE, OFFICE
SPACE WITHIN EXIST�NG WAREHOUSE
INDEX OF DRA�I�GS
T1.1 GENERAL INFORMATION & SITE PLAN
T1.2 ACCESSIBILITY GUIDELINES
A0.1 ARCHITECTURAL SITE/EGRESS/WAREHOUSE PLAN
A2.1 FLOOR PLAN
A2.2 REFLECTED CEILING PLAN
A6.1 DOOR & FINISH SCHEDULES
A8.1 WALL lYPES & CEILING DETAILS
PARKING REC�UIREMENTS
NOTE: PARKING STALLS ARE EXISTING. SCOPE OF WORK DOES NOT INVOLVE
OCCUPANCY CHANGES OR BUILDING SQUARE FOOTAGE INCREASES.
SEP�RATE PERMIT SUB ITTALS
ELECTRICAL, MECHANICAL, FIRE ALARM AND SPRINKLER WORK.
LIGHTII�G REC�UIRE ENTS
SCOPE OF WORK TO MEEf OR EXCEED CURRENT WA STATE LIGHTING REQUIREMENTS PER
ATTACHED WSEC SPREADSHEEf
E�ERGY REC�UIREMENTS
SCOPE OF WORK TO MEEf OR EXCEED CURRENT WA STATE ENERGY REQUIREMENTS PER
ATTACHED WSEC SPREADSHEEf
RECEIVED
CITX OF TUKWILA
�"°' JUL 13 2016
PERiV11T CENTER
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2505 Third Avenue
Suite 324
Seattle, WA 98121
206.720.7001 phone
206.720.2949 fax
www. crafta rch itects. co m
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Submittals/Revisions:
FOR PERMIT 07/12/16
Sheet Title: GENERAL INFORMATION
& SITE PLAN
Date: 0�01/16
Design:
Drawn:
Project No: 16-090.06
Approved:
Building No:
Sheet No: e
COPYRIGHT CRAFf ARCHITECTS 2016
� f 3A3 fLOdR 5'IIRFAeCES � CMll�ES IN LEVEL 404 DOORS continued 5Q2/503 PARI(ING AND PASS�GQt l.�4DIPt� ZQNES cor�inued
' ANSI/ICC A117.1 303 - CHANGES IN LEVEL (REFERENCE DETAIL) ANSI/ICC A117.1 404.2.6 - DOOR HARDWARE GALVANIZED MDUNiING 80LTS
■
A. Handles ulis latches locks a ot e
�
A. Chan es in level u to 1 4 ma be ve ical a d ' ou ed e t a nd h r o eratin devices shall have a sha e that is
rt n with t re tment , -
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P � Y 9 P
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B. Changes in level between 1/4" and 1/2" shall be beveled with a slope no greater easy to grasp with one hand and does not require tight grasping, tight p�nching, or
than 1:2. twisting of the wrist to operate.
\ 1. Lever-operated mechanisms, push-type mechanisms, and U-shaped handles are
'� � 2 acceptable designs.
_ , 2. When sliding doors are fully open, operating hardware shall be exposed and usable
`t' � "� from both sides.
�
3. Hardware required for accessible door passage shall be mounted between 34" and
48" above finished floor. Z o _
� ANSI/ICC A117.1 404.2J.1 - DOOR CLOSERS ���
ANSI/ICC A117.1 302.2 - CARPET A. Door closers shall be adjusted so that from an open position of 90 degrees, the b m N
A. Carpet provided on a floor surface shail be securely attached; have a firm pad or time required to move the door to an open position of 12 degrees shall be 5 � o
backing, or no pad; and have a levei loop, textured loop, level cut pile, or level seconds minimum. '-
cut/uncut pile texture. Maximum pile thickness shall be 1/2". Exposed edges of �
carpet shall be fastened to floor surfaces and have trim along the exposed edges. ANSI/ICC A117.1 404.2J.2 - SPRING HINGES
_ A. Door spring hinges shall be adjusted so that from the open position of 70 degrees, �
ANSI/ICC A117.1 302.3 GRATINGS the daor shall move to the clased position in 1.5 seconds minimum.
A. If gratings are located in walking surfaces or alang accessible routes, then they shall
have spaces no greater than 1/7' wide in one direction. ANSI/ICC A117.1 404.2.8 and IBC with WA STATE AMENDMENTS - QOOR OPENING FORCE
8. If gratings have elongated openings, then they shail be placed so that the long A. The maximum force for pushing or pulling open a door shall be as follows:
dimension is perpendicular to the dominant direction of travel. 1. Fire doors shall have the minimum opening force allowable by the appropriate
administrative authority.
���� �� 1. Other doors 545 FfAiI�LS
a. Exterior hinged, sliding or folding door: 10.0 ib. max.
b. Interior hinged doors: 5.0 Ib. max. �
ANSI/ICC A117.1 305.2 - SIZE AND APPROACH c. Interior sliding or folding doo�s: 5.0 Ib. max.
A, Minimum clear floor space for a wheelchair and occupant shall be 30" wide x 48" These forces do not apply to the force required to retract latch bolts or disengage Bottom rail to provide
long. Clear floor space shall be centered on the element it serves. other devices that may hold the door in a closed position. edge protection
Handrail to extend with
307 pRp'RtUplNG (�IECTS (RffERENCE DETNLS) slope at bottom extension
T� 446 CURB PS
ANSI/ICC A117.1 307 - GENERAL ANSI/ICC A117.1 406 - SLOPE (REFERENCE DETAIL) (1) TREAD DEPTH
A. Objects projecting from walls (for example, telephones) with their leading edges A. Slopes of curb ramps shall comply with 406
between 27�-80" above the finished floor shall protrude no more than 4" into walks, B. Maximum slopes of adjoining gutters, road surface immediately adjacent to the curb
halls, carridors, passageways, or aisles. Freestanding objects mounted on posts or ramp, or accessible route shall not exceed 1:20.
pylons may overhang 17' maximum frorn 27"-80" above the ground or finished
floor. Protruding objects shall not reduce the clear width of an accessible route or ANSI/ICC A117.1 406.4 - WIDTH (REFERENCE DETAIL)
maneuvering space. A. The minimum width of a curb ramp shall be 36", exclusive of flared sides.
4" MAX.
ANSI/ICC A117.1 406.3 - SIDES OF CURB R,4MPS (REFERENCE DETAIL)
A. If a curb ramp is located where pedestrians must walk across the ramp or where it
AMOUNT is not protected by handrails or guardrails, it shall have flared sides; the maximum
slope of the flare shall be 1:10
� i / Adjoining Slope Shall
.y- Not Exceed 1:20
�
�
PRE-AUWUF. SIGN
4 DUl 5fEEl. POST W/ CAP
FlNISH GRADE
SEf POST IN CONC.
j�Qff; INSfAI.L SIGN AT ALL ACCESSIBLE PARKING
STN1S. SPACES DESIGNAiID FOR VAN PARKING SWdL
HAVE ADDfiIONAL SIGN 'VAN ACCESSIBL� MOUMED
BELOW. MOUNT ON WALL OF BLDG WHEN POSSIBLE.
Handrail to e�end Handrail to extend
horizontally at top horizantally at top and
extension bottom e�ension
If vertical rise is greater
than 6° then bottom rail
� to provide edge protection
M
1' "�
r' '-0" 1
Handrail at Stair '
1 1/7' 1 1/4" to 7'
Handrail Section
Handrail at Ram�
z ' '' If x Is less than 48° �(�jN��{� FQ(J�'j�{tj$
� � Then The Slope Of The Flare Flared side
g� i � �i Sides Shall Not Exceed 1:1 ANSI/ICC A117.1 602.1 - GENERAL
0O A. Accessible drinking fountains shall comply with Sections 602 and 307.
� � � � 36" m1n ANSI/ICC A117.1 602.2 - CLEAR FLOOR SPACE
"' A. A clear floor space complymg w/ Section 305, positioned for a forward approach
Detai ,Q�i� to the drinking fountain, shall be provided. Knee & toe space complying with
Ramp (1:12 Max. Slope) Section 306 shall be provided. The clear floor space shall be centered on the
� Shall Have Detectable Wamings drinking fountain.
and contrasting color. EXCEPTIONS:
� 1. Drinking fountains for standing persons.
ANSI/ICC A117.1 30B - HEIGHT (REFERENCE DETAIL) 1:10 Max. slope 2. Drinking fountains primarily for children's use.
A. Unobstructed front approach - 48" max, to 15" min. A.F.F. Controls located in an Standard Curb Ramo 36" Min. 3. In existing building, existing drinking fountains providing a parallel approach
alcove >24" deep must have 36" clear floor width. Adjoining Slope Shall complying w/ Section 305, centered on the drinking fountain shall be permitted.
B. Unobstructed side approach - 48" max. to 15" min. A.F.F. Controls located in an Not Exceed 1:20 4. Where specifically permitted by the administrative authority, a parallel approach
alcove >15" deep must have 60" clear floor width. shall be permitted that replace existing paraliel approach drinking fountains.
C. Electrical & communication system receptacles shall be mounted no less than 15" ANSI/ICC A117.1 602.3 - OPERABLE PARTS
above the floor. Location of Typical
� Pa r king Access as le A. O perable parts shall com pl y with Section 309.
ANSI/ICC A117.1 309 - OPERABLE PARTS � /� �
Operable parts shall be operable with one hand and shali not require tight grasping, ANSI/ICC A117.1 602.4 - SPOUT OUTLET HEIGHT
pinching, or twisting of the wrist. The force required to activate operable parts shall be � Ramps(1:12 Max. Slope�) � Wheelchair accessibie spaut outlets shall be 36 inches max. aff. Standing person
5.OIbs maximum. 1:12 Max. slope Shalf Have Detectable Wamings spout outlets shall be 38 inches min. & 43 inches max. aff.
and contrasting color.
Curb Ramp Parallel to Curb Note : If Slope is 1:20 or less ANSI/ICC A117.1 602.5 - SPOUT LOCATION
� no contrastmg calor or texture A. Spout shall be located 15 inches min. from the vertical support and 5 inches max.
\is reqwred f*om the front edge of the drinking fountain, including bumpers.
\\ � � ANSI/ICC A117.1 602.6 - WATER FLOW
� ANSI/ICC A117.7 406.10 - DIAGONAL CURB RAMPS A. Spout shail provide a flow of water 4 inches min. in height. The angle of the water
go o � _ Y A. If diagunal curb ramps have returned curbs or other well-defined edges, such edges stream from spouts within 3 inches of the front of the drinking fountain shall be 30
� o \\ ��� � oo shall be parallel to the direction of pedestrian flow. The bottom of diagonal curb degrees max. and from spouts between 3 inches & 5 inches from the front of the
� b x romps shall have 48" minimum clear space outside active traffic lanes of the drinking fountain shall be 15 degrees max., measured horizontally relative to the
� % � o roa dway. I f diagona l cu r b ramps are provi de d a t ma r ke d crossings, t he 4 8° c lear front face of the drinking fountain.
i s pace shall be within the markin gs. If dia gonal curb ram ps have flared sides, the y
�i �' °� shall also have at least a 24" long segment of straight curb located on each side 5" MAX 15" MIN
o f t h e c u r b r a mp a n d w i t h i n t h e m a r k e d c r o s s i ng.
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FULL LENGTH MOP BROOM STAINLESS SOLID HAT COAT �s�/�cc A1�7.1 4os.11 - ISIANDS i �� �
MIRROR / � A. Any raised islands in crossings shall be cut through level with the street or curb � � �
HOLDER STEEL PLASTIC HOOK ramps at both sides and a level area at least 48" long and 36" minimum wide i.______ "' � N
SHELF BENCH between the curb ramps in the part of the island intersected by the crossings.
\
4�� P1AT�ORM UFfS Forward roach �
4113 A�i;�1� R4UTE - WI�I�G ��/u:E$ ANSI/ICC A117.1 410.1 - GENERAL
A. Platform lifts shall comply with Section 410 and ASME A18.1 listed in Section B03 T01LET ROQ�4S
IBC 1104 - LOCATION 105.2.6. Platform lifts shali not be attendant operated and shall provide unassisted
A. At least one accessible route shall be provided from public transportation stops, entry and exit from the lift. ANSI/ICC A117.1 603.2.2 - DOORS
accessible parking and loading zones, and public streets or sidewalks to the A. Doors shall not swing into the clear floor space or clearance for any fixture.
accessible building entrance. ANSI/ICC At 17.1 410.2 - LIFT ENTRY
B. Pedestrian route connections shall be clearly demarked where it crosses drive aisles. A. Lifts with doors or gates shall comply with Section 410.2.1. Lifts with ramps shall ANSI/ICC A117.1 603.2 - CLEARANCES
Method of demarkation shall match existing in shopping center. painted striping. comply with Section 410.2.2. A. The accessible fixtures and controls required shall be on an accessible route. An
unobstructed turning space complying with 304 shall be provided within an accessible
ANSI/ICC A117.1 403.5 - CLEAR WIDTH ANSI/ICC A117.1 410.2.1 - OOORS AND GATES toilet room. The clear floor space at fixtures and cantrols, the accessible route, and
A. The minimum clear width shall be 32° at a point for a max. length of 24" and 36" A. Doars and gates shall be low energy power operated daors or gates complying with the tuming space may overlap, however, the only tuming space provided shall not be
continuously, per Table below. Section 404.3. Doors shall remain open for 20 seconds minimum. End door clear located within a stall.
opening width shall be 32 inches minimum. Side daor clear opening width shall be
MINIMUM 42 inches minimum. ANSI/ICC A117.1 603.3 & 606 - LAVATORIES AND MIRRORS
SEGMENi LENGiH SEGMENi WID1H Exce t� ion: A. If lavatories and mirrors are provided, then at least one of each shall comply
less than or 3r Lifts serving two landings maximum and having doors or gates on opposite sides with 603.3 & 606. Accessible lavatories and mirrors shail not be located within toilet
ua� to: 24 shall be permitted to have self closing manual doors or gates. stalls unless ather accessible lavatories and mirrors are provided in the toilet room.
greater than: 24 3�
ANSI/ICC A117.1 410.2.2 - RAMPS ANSI/ICC A117.1 603.3 - MIRRORS (REFERENCE DETAIL)
A. End ramps shall be 32 inches minimum in width. Side ramps shall be 42 inches A. Mirrors shall be mounted with the bottom edge of the reflecting surface 40"
IBC with WA STATE AMENDMENTS 1101.2.2 - CLEAR WIDTH minimum in width. maximum A.F.F. Mirrors not located above lavatoreis, sinks or counters shall be
A. Clear width of an accessible route shall comply with Table above. For exterior routes mounted with the bottom edge of the reflecting surface 35" maximum above the
of travel, the minimum ciear width shali be 44". ANSI/ICC A117.1.410.3 - FLOOR SURFACES floor.
A. Floar surfaces of platform lifts shall comply with Section 302
ANSI/ICC A117.1 403.5.2 - PASSING SPACE 604 IWATER CLOSETS dt T01LET PARi�lEl�1'S
A. If an accessible route is less than 60" in width, then passing spaces of at least �SI/ICC A117.1 410.4 - PLATFORM TO RUNWAY CLEARANCE
60°x60" shall be rovided at 200' max. s acin . A. The clearance between the platfarm sill and the edge of any runway landing shall be
p p 9 1 1/4 inch maximum ANSI/ICC A117.1 604.3 - CLEARANCES
B. The minimum clear width for two wheelchairs to pass is 60' A. Clear floor space for water closets not in stalls shall be provided as follows:
ANSI/ICC A117.1 410.5 - CLEAR FLOOR SPACE Clearance around a water closet shall be 60" minimum in width, measured
ANSI/ICC A117.1 307.2 perpendicular from the sidewall. Clearance around the water closet shall be 56"
IBC 1009.2 and 1010.5.2 A. Clear floor space of platform lifts shall comply with Section 305.
minimum in depth, measured perpendicular from the rear wall. (Reference Detail)
A. Accessible routes shall have 80" min. clear head room. ANSI/ICC A117.1 410.6 - OPERABLE PARTS B. No door swings are allowed in clear floor area.
A. Controls for platform lifts shall comply with Section 309.
ANSI/ICC A117.1 403.3 - SLOPE 56" MIN.
A. Running siope shall not exceed 1:20. 42 MIN. �2" Mp,X
e. Cross slope shall not exceed 1:48 5Q2/5Q3 pqRl(�N� /WD PASSEN6ER LQADING ZQNES
ANSI/ICC A117.1 502 - PARKING SPACES
A. Accessible car parking spaces shall be 96" minimum in width. Van parlcing spaces �
shall be 132" minimum in width. � �'
ANSI/ICC A117.1 404.2.1 - DOUBLE - LEAF DOORWAYS IXCEPTION: Van parking spaces shall be permitted to be 96" minimum in width ��
A. Doarways with two independently operated leaves shall have at least one active leaf where the ad jacent access aisle is 96" minimum in width. I �N °�
that meets the requirements in 404.2.2 and 404.2.3 B. Parking access aisles shall be 60" wide. Van accessible access aisles shall be 96" � D
wide.
ANSI/ICC A117.1 404.2.2 - CLEAR WIDTH C. Surface slope shall not exceed 1:48 in all directions .o
A. Doorways shall provide a clear opening of 37° minimum, with the door open 90'. (Note : no built up curb ramp may be located in an accessible parking access L----
1. Clear opening shall be measured between the face of the door and opposite stop. oisle.) �
2. Openings more than 24' in depth shall provide a clear opening of 36" minimum. ANSI/ICC A117.1 604.4 - HEIGHT (REFERENCE DEfAIL)
ANSI/ICC A117.1 502.7 - SIGNAGE (REFERENCE DETAIL) A. The height to the top of the toilet seat shall be 17" - 19" above floor.
ANSI/ICC A117.1 404.2.3 - MANEUVERING CLEARANCES AT DOORS A. Each accessibie parking space must have individual vertically mounted or suspended �, Seats shall not be sprung to retum to a lifted position.
Provide level (1:48 max. slope) and clear maneuvering area at doors as follows: sign. Required van accessible spaces must be designated.
A. Front approach pull side - 60" min. width & 18" min. beside strike edge B. Characters and symbols on such signs shall be located 60" minimum above the pNSI/ICC A117.1 604.5 - GR,48 BARS (REFERENCE DETAILS)
Front approach push side - 48" min width & 0" beside strike edge ground. A. For woter closets not located in toilet stalls, the following grab bars shall be
(12° � strike if door has both a closer and a latch) provided, 33" - 36" above the finish floor.
8. Hinge side approach pull side - 60" min. width; 36" min. beside strike edge or - ANSI/ICC A117.1 503.5 - VERTICAL CLEARANCE
54" min. width; 42" min. beside strike edge A, Provide minimum vertical clearance of 114" at accessible passenger loading zones 1, Side wall harizantal: 42" in length minimum, 12" max from rear wall, extending
Hinge side approach push side - 42" min. width & 22" min. beside hinge edge and along at least one vehicle access route from site entrances and exits. 54" min. from rear wall
(48"min. width if door has both a closer and a latch) 2. Side wall vertical: 18" in length minimum, bottam of bar lacated 39" min/41"
C. Latch side approach pull side - 48" min. width and 24" min. beside strike edge ANSI/ICC A117.1 503 - PASSENGER LOADIN6 ZONE max. above the floor, centerline 39" min/41" max from rear wall
(54"min. width if door has a closer) A. Passenger loading zones shall provide an access aisle at least 6d' wide and 20 ft 3. Back wail: 36° in length minimum, e�end from centerline of water closet 12"
Latch side approach push side - 42" min. width and 24" min. beside strike edge long adjacent and parallel to the vehicle pull-up space. If there are curbs between min. on side closest to the wall, 24" min. on transfer side.
(48"min. width if door has a closer) the access aisle and the vehicle puli-up space, then a curb ramp complying with
4.7 shall be provided. Vehicle standing spaces and access aisles shall be levei with ANSI/ICC A117.1 604.6 - RUSH CONTROLS
ANSI/ICC Ai 17.1 404.2.4 - THRESHOLDS AT DOORWAYS surface slopes not exceeding 1:48 in all directions. A. Flush controls shall be hand operated or automatic, and located on the open side of
A. MAXIMUM THRESHOLD HEIGHT: 1/2". R,41SED THRESHOLDS AND FLOOR LEVEL CHANGES
SHALL BE BEVELED WITH A SLOPE NO GREATER THAN 1:2
the water closet. Hand operated flush controls shall comply with Section 309.
IBC with WA STATE AMENDMENTS 1101.2.8 - FLUSH CONTROLS
A. Hand operated flush cont�ols shall comply with Section 309, except the
maximum height above the floor shall be 44".
�44 INATER CLOSEI'S �C 'f�LET ENTS contin�d 609 GRAB BARS
ANSI/ICC A117.1 604.7 - DISPENSERS (REFERENCE DETAIL) ANSI/ICC A117.1 609.3.2 - SIZE AND SPACING
A Toilet a r dis ense
p pe p rs shall comp►y with Section 309.4 and 609.3. Where the A. Diameter or width of gripping surface shall be 1-1/4" to 2", or the shape shall
dispenser is located above the grab bar, the outlet of the dispenser shall be located provide an equivalent gripping surface.
24" min-36" max from the rear wall. Where the dispenser is located below the grab 1, The space between grab bars and adjacent walis shall be 1-1/2"
bar, the outlet of the dispenser shall be located 24" min-42" max from the rear
wall. The outlet of the dispenser shall be 18"-48" maximum AF.F. ANSI/ICC A117.1 609.8 - STRUCTURAL STRENGTH
1. Dispensers that control delivery or do not permit continuous paper flow shall not A. Grab bars and mounting devices shall meet the following requirements:
be used.
609.8 Allowab
le stresses shall not be exceeded for materials used where a vertical
ar horizontal force of 250 Ibs. is applied at any point on the grab bar, fastener
ANSI/ICC A117.1 604.9 - WHEELCHAIR ACCESSIBLE COMPARTMENTS mounting device, or supporting structure.
A. Wheelchair accessibie compartments shall comply with Section 604.9. Toilet 1. Shear stress induced by application of 250 Ib. shall be less than allowable shear
compartments shall comply with Section 604.9.2.1 or 604.9.2.2 as applicable, stress for material used. If connection between grab bar and mounting bracket
Protruding DisFenser
Below Grab Bar
' � i.� �. 1 �-� -
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is considered to be fully restrained, then direct and torsional shear stresses shall
be totaled for the combined shear stress, which shall not exceed the allowable
shear stress.
36" MAX 2. Shear force induced in a fastener or mounting device from application of 250 Ib.
' shall be less than allowable lateral load of either the fastener or mounting device
or the supporting structure, whichever is the smaller allowable load.
3. Tensile force induced in a fastener b a direct tension force of 250 Ib. lus the
Y P
maximum moment from the application of 250 Ib. shall be less than the
� � allowable withdrawal load between the fastener and the supportin� structure.
609.6 Grab bars shall not rotate within their fittings. �� e flueh �o�t�oia
g �� ANSI/ICC A117.1 609.5 - ELIMINATING HAZARDS
A. Grab bars and adjacent wall surfaces shall be free of sharp or abrasive surfaces.
Edges shall be rounded.
4" MIN � 54" MIN
42" AX 39"-41"
Becessed Dispenser 12'� MAX 42" MIN � 36'� MIN.
g70. ' � L �. 2'4n -
6Q5 - URINRIS
ANSI/ICC At 17.1 605 - URINALS
A. Accessible urinals shall comply with Section 605.
ANSI/ICC A117.1 605.2 - HEIGHT & DEPTH (REFERENCE DETAIL)
A. Urinals shall be stall-type or wall hung with a tapered, elongated rim at 17"
maximum above the finished floor. The rim shall extend a minimum of 13�' from
the wall.
ANSI/ICC A117.1- 605.3 - CLEAR FLOOR SPACE (REFERENCE DETAIL)
A. A clear floar space 30" wide by 48" deep minimum shall be provided in front of
urinal to allow forward approach.
1. This space shall adjoin or overlap an accessibie route.
2. Urinal shields that do not extend beyond the front edge of the urinal rim may be
provided with 29" clearance between them.
3. Urinals installed in alcoves deeper than 24" require a maneuvering area of at
least 36" minimum wide, centered on fixture.
ANSI/ICC A117.1 605.4 - FLUSH CONTROLS (REFERENCE DEfAIL)
Controls shall comply with ANSI/ICC A117.1 309 OPERABLE PARTS
� 48" MIN.
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703 S6GNAGE continued
OVERHEAD SIGNS
A. CHARACTERS AND NUMBERS ON OVERHEAD SIGNS SHALL BE SIZED ACCORDING TO THE
VIEWING DISTANCE FROM WHICH THEY ARE TO BE READ.
1. FOR SIGNS HIGHER THAN 70" A.F.F., CHARACTER SIZE SHALL 8E 2" MINIMUM PLUS
�" PER FOOT OF VIEWING DISTANCE ABOVE 15 FEEf.
1. THE MINIMUM HEIGHT IS MEASURED USING AN UPPER CASE LEiTER "I".
2. LOWER CASE LETTERS ARE PERMITTED.
ANSI/ICC A117.1 703.3-703.5 - RAISED CHARACTERS, BRAILLE, & PICTOGRAMS
A. Raised characters shail comply with section 703.3 and shall be dup►icated in braille
compiying with section 703.4.
B. Letter and numerals shall be raised 1/32", upper case, sans serif and shall be
accompanied by grade 2 Braille.
1. Raised character height: �' minimum to 3" plus �" per foot of viewing distance
above 21 feet.
2. Braille shall be contracted (grade 2); shall be located below title corresponding
text.
3. Pictograms shall be accomponied by the equivalent verbal description placed
directly below the pictogram.
1. The border dimension of the pictogram shall be 6" min. in height.
ANSI/ICC A117.1 703.3.12 - FlNISH AND CONTRAST
A. Characters and their background shall have a nonglare �nish. Characters shall
contrast with their background, with either light characters on a dark background, or
dark characters on a light background.
ANSI/ICC A117.1 703.3.10 & 703.3.11 - MOUNTING LOCATION AND HEIGHT (REFERENCE DETAIL)
A. Characters and their background shall have a nonglare finish. Characters shall
contrast with their background, with either light characters on a dark background, or
dark characters on a light background.
B. Where a tactile sign is mounted ne� to a door, it shall be placed to the latch side
of the door wherever possible. Where a tactile sign is placed adjacent a double door,
the sign shall be to the right hand door. If there is no wall space to the right,
signs shall be placed on the nearest adjacent wall. Exception: Door mounted signs
shall be permitted on the push side on the doors with closers and without hold open
devices.
C. Raised characters shall be 48" minimum above the floor, measured to the baseline
of the lowest raised character and 60" maximum above the floor, measured to the
baseline of the highest raised character.
D. Mounting location for such signage shall be so that a person may approach within
3" of signage without encountering protruding objects or standing within the swing of
a door.
IBC with WA STATE AMENDMEMS 1101.2.9 - INTERNATIONAL SYMBOL OF ACCESSIBILITY
A. Where the Intemational Symbol of Accessibility is required, it shall be propo�tioned
complying with AN51/ICC A117.1 Figure 703.6.3.1. All interior and exterior signs
depicting the Intemational Symbol of Accessibility shall be white on a blue
backaround.
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Letter & numbers on signs shall have a width
to height ratio of between 3:5 & 1:1 and
a stroke - width to height rotio between
1:5 8c 1:10. Letters and numbers shall be raised
1/32', upper case, sans serif or simpie serif
type and shall be accompanied with
grade 2 Braille, raised characte�s shall be at
least 5/8" - 3 high plus 1/8" per foot of
viewing distance above 21 feet.
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ANSI/ICC A117.1 702.1 - GENERAL Internationai Symbol ���
B06 LAVATORIES a When required, visual alarms shall be provided in each of the following areas, as a of Accessibility ^
minimum: rest rooms and any other general usage areas (e.g., meeting rooms), �il ��e�
ANSI/ICC A117.1 606.3 & 606.2 - HEIGHT & CLEARANCES (REFERENCE DETAILS) hallways, lobbies, and any other area for common use.
A Lavatories shall be mounted with the rim or counter surface no higher than 34" Accessible audible and visible alarms and notification appiiances shall be installed in �
above the finished floor. accordance with NFPA 72. Light switch 8'� MAX
1. Lavatories shall extend 17� minimum from the wall. Thermostats, Etc. �
2. Clearance of 27" minimum shall be provided from the finished floor to bottom of NFPA 72 - AUDIBLE ALARMS i.,�
apron. A. If provided, audible alarms shall produce a saund that exceeds the prevailing =� �
3. Knee clearance of 27' high minimum shall extend S" minimum under the edge of equivalent sound level in the room or space by at least 15 dba or exceeds any ``' � 0 0
the lavatory, 30' wide minimum, and 19" deep minimum. maximum sound level with a duration of 60 seconds by 5 dba, whichever is louder. �� � �
4. Toe clearance of 9" minimum shali be provided for the full depth of the B. Sound levels for alarm signals shall not exceed 120 dba. � C O N S U L T A N T
lavatory. o �
NFPA 72 - VISUAL ALARMS ¢,� � � � �
ANSI/ I C C A 1 1 7. 1 6 0 6 - D E P T H A. V s u a l a l a r m s ig n a l app l i a n c e s s ha l l be in tegra te d in to t he bui l ding or facility alarm �� d' ��,
A Each sink shall be a maximum of 6-1/2° deep. system. If single station audible alarms are provided then single station visual alartn �_
` signals shall be provided. g� o �
� �sual Alarm appliances shall have the following features: �
•- 1. The lamp shall be a xenon strobe type or equivalent. Convenience Outlets
,� ,t 2. The color shall be clear or nominal white (i.e. unfiltered or clear filtered white ,Qg�j� Data, Tel., Etc.
� E 17' MIN \` light).
�0 3. The maximum pulse duration shall be two-tenths of one second with a maximum
o duty cycle of 40%. (The pulse duration is defined as the time interval between 804 K�fCHEt�S AND K(tCHENE�fES
0 0 ��clear initial and final points of 10% of max signai) ANSI/ICC A117.1 804.5.6 - REFRIGERATOR/FREEZER
� floor 4. The intensi shall be a minimum of 75 candela.
z���� z 5 space � � Combination refrigerators and freezers shail have at least 50% of the freezer
, f �� L__ 5. The flash rate shall be a minimum of 1 Hz and a maximum of 3 Hz compartment shelves, including the bottom of the freezer 54 inches (1370mm)
,� N N M Q� n 6. The appliance shall be placed 8�' above the highest floor levei within the space maximum above the floor when the shelves are installed at the maximum heights
19 MAX or 5' below the ceiling, whichever is lower. possible in the compa�tment. A clear floor space, positioned for a parallel approach
a. In large rooms and spaces exceeding 100' across, without obstructions 6' to the space dedicated to a refrigerator/freezer, shall be provided. The centerline of the
8" MIN MAX 48" MIN above the finished floor, such as auditoriums, devices moy be place around the clear floor space shall be offset 24 inches 610 mm maximum from the centerline of
perimeter, spaced a maximum 100' apart, in lieu of suspending appliances from the dedicated space. ( ) �052 REGaSTERED !
17' MIN the ceiling.
� 7. In general, no place in any room or space shall ba more than 50' from the ���N�7��CT
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signal (measured in a horizontal plane). �2 p�p��� �(�p�� ���( $�jRFALES
8. No place in common corridors or hallways shall be more than 50' from the
signal.
\\I ANSI/ICC A117.1 902.2 - CLEAR FLOOR SPACE Ti�#2 M. CR��T
�� �� A. A clear floor space complying with Section 305, positioned for a fonvard approach, STAT ASi�ll GTC
� shall be provided. Knee and toe clearance complying with Section 306 shall be ''����
� � � WHERE APPLJCABLE provided. 2
A. Signs which designate permanent rooms and spaces shall comply with the
'b � requirements listed below for. ANSI/ICC A117.1 902.4- HEIGHT
� � � � i� � � 1. Raised and Braille Characters, and Pictograms A. The t�ps of accessible tables and counters shall be 28" minimum, and 34° Submittals Revisions:
,� i � ( , i ''' � 2. Fnish and Contrast maximum, above the finished floor. �
� N �r 'n CV M Exception: Employee name signs are not required to comply.
\ N N WHERE APPUCABLE ��� FOR PERMIT 07/12/16
A. Signs which provide direction to, or information about, functional spaces of the
WALL MOUNTED LAVATORY MOUNTED IN building shall comply with the requirements listed below for. ANSI/ICC A117.1 903.2 - CLEAR FLOOR SPACE ���l���� FQ�
LAVATORY COUNTER 1. Character Proportion A. a clear floor space complying with section 305,, positioned for parallel approach to
2. Character Height the bench seat shall be provided. ���� ����L�l����
3. Finish and Contrast ��� � �
ANSI/ICC A117.1 606.6 - EXPOSED PIPES AND SURFACES Exception: Building directories, menus, and all other signs which are ANSI/ICC A117.1 903.3- SIZE
A. Hot / cold water and drain pipes under lavatories shall be insulated or otherwise temporary are not required to comply. A. Benches shall have seats 42" minimum in length and 20° minimum and 24"
configured to protect against contact. maximum in depth. � JUL 2 6 Z0�6
B. There shall be no sharp or abrasive surfaces under lavatories. WHERE APPLICABLE (REFERENCE DETAIL)
A. Element and spaces of accessible facilities which shall be identified by the ANSI/ICC A117.1 903.4 - BACK SUPPORT �
ANSI/ICC A117.1 606.4 - FAUCETS Intemational Symbol of Accessibility are: A. The bench shall provide for back support or shall be fixed to a wall. Back support � �• -
A. Controls shall be operable with one hand and shall not require tight grasping, 1. Parking spaces designated as reserved for persons with disabilities, shall be 42" minimum in length and shall extend from a point 7' maximum above the �"'� �� �� u��`�� � I
pinching, or twisting of the wrist. 2. Accessible passenger loading zones. seat surface to a point 18" above the seat surface. ����.�� i`�� ���t����'vi
B. The force required to activate controls shall be no greater than 5 Ib. 3. Accessible entrances when not all are accessible (inaccessible entrances shall have
C. Lever-operated, push-type, and electronically controlled mechanisms are examples of directional signage to indicate route to nearest accessible entrance).
acceptable designs. 4. Accessible toilet and bathing facilities when not all are accessible.
D. if self-closing valves are used the faucet shall remain open for 10 seconds '
minimum. ANSI/ICC A117.1 703.2.4 - CHARACTER HEIGHT (REFERENCE DEfAIL) ���''E
Height: The uppecase letter "P shall be used to determine the allowable height of all ANSI/ICC A117.1 905.2 - CLEAR FLOOR SPACE
ANSI/ICC A117.1 603.6 - OPERABLE PARTS characters of a font and shall be a minimum of � and 2 maximum. A c l e a r f l o o r sp a c e c a mp iy i ng w i t h S e c t i o n 3 0 5 s h a l l b e p r o v i d e d.
A. Operable parts on towel dispensers and hand dryers shall comply with Table below. Sheet Title:
D(CEPTION: Where separate tactile and visual characters with the same information are �SI/ICC A117.1 905.3 - HEIGHT ACCESSIBILIIY GUIDELINES
►�ax�mum o.5 7 5 � s' �t• provided, the height of the tactile upper case letter "P shall be permitted to be �" Accessible storage elements shall comply with at least one of the reach ranges specified •
Reoch Depth in Section 308.
minimum.
Moximum qg� 4G 4r 4� 3� 34
Reach Height ANSI/ICC A117.1 703.2.5 - CHARACTER WIDTH ANSI/ICC A117.1 905.4 - OPERABLE PARTS
A. Width: The uppercase letter "0" shall be used to determine the allowable width of all Operabie parts of storage facilities shail compiy with Sectian 309. Date: 03/01/16
characters of a font, and shali be 55% min. and 110� max. of the height of the
uppercase "f of the font. p
R-TOILEf SEAT R-PAPER TOWEL S-ELECTRIC R-PAPER R-SANITARY R-WASTE
COVER DISPENSER/ HAND DRYER TOWEL NAPKIN RECEPTACLE
DISPENSER WASTE DISPENSER DISPENSER
RECEPTACLE
RECEIVED
CITY OF TUKWILA
JUL 13 2016
PER�IT CEiViER
AtlTO�IAl1C IELLER INES
CLEAR FLOOR SPACE
A. Floor space shail comply with ANSI/ICC A117.1 305 to ailow a forward, parallel
approach or both.
HEIGHT
A Operable parts shall be placed within one or more of the reach ranges specified in
ANSI/ICC A117.1 section 308, summarized earlier in this sheet.
THIS SHEEf IS PROVIDED FOR YOUR CONVENIENCE. IT CONTAINS SELECTIONS FROM THE
CURRE CCESSIBILITY RENCED STANDARDS (2012 IBC CHAPTER 11 WITH WA STATE
AMEND D ANSI 1), BUT IS NOT INTENDE 0 C OR
D(HAU � T U ACCESSIBILITY
r„i
esign.
Drawn:
Project No: 16-090.06
Approved:
Building No:
Sheet No: .
COPYRIGHT CRAFT ARCHITECTS 2016
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ARCHITECTURAL SITE/EC�RESS/ AREHOIJSE PLAN
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GENERAL �OTES�
1. GC TO PROVIDE REQUIRED PORTABLE FIRE EXTINGUISHERS IN OCCUPANCIES AND
LOCATIONS AS REQUIRED PER SECTION 906 IN THE INTERNATIONAL FIRE CODE.
MOUNTING HEIGHTS TO MEEf THE PROVISIONS OF ANSI A117.1 — 308 (48"
MAX). CABINEf SHALL PROTRUDE NO MORE THAN 4° INTO WALKS, CORRIDORS,
PASSAGEWAYS, OR AISLES. LOCATE CABINEf(S) 75—FOOT MAXIMUM TRAVEL
DISTANCE TO REACH THE EXTINGUISHER, (1) 2A EXTINGUISHER TO COVER
MAXIMUM FLOOR AREA OF 3,000 SF. LOCATIONS TO BE REVIEWED WITH OWNER
AND ARCHITECT PRIOR TO INSTALLATION.
EGRESS CODE SUM ARY
A. MAX. TRAVEL DISTANCE B OCCUPANCY: 300' (TABLE 1016.2)
MAX. TRAVEL DISTANCE S-1 OCCUPANCY: 250' (TABLE 1016.2)
A. MAX. COMMON PATH OF EGRESS TR,4VEL: 100' (TABLE 1014.3)
OCCUPANCY LOAD:
(SEC. 1004.1 TABLE 1004.1.2)
OFFlCE — 8
WAREHOUSE — S
TOTAL
4,238 SQ Ff / 100 = 42
24,531 SQ F7 / 500 = 49
= 91
EXIT REQUIREMENTS
(SEC. 1021 TABLE 1021.1 & 1021.2)
NUMBER REQ'D NUMBER PROVIDED
OFFICE � �
WAREHOUSE 2 2
LEGEND�
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EXISTING PARTITION TO REMAIN
NEW PARTITION
EXIT d EXIT INTERNALLY ILLUMINATED EXIT SIGNAGE W/ BATTERY BACKUP PER
IBC SECTION 1011, CONFIRM OPERATION OF EXISTING. ADD NEW
WHERE NOT EXISTING. ARROW = DIRECTION INDICATOR, IF
REQUIRED
TACTILE EXIT SIGN, ADJACENT TO DOOR PER 703/T1.2.
ADD NEW WHERE NOT EXISTING.
DIRECTION OF TRAVEL
� PATH OF EGRESS
START POINT
� � ___
COMMON PATH OF TRAVEL TERMINATION POINT
KEY NOTES� O
1. EXISTING EXIT SIGN
2. EXISTING TENANT DEMISING WALL
3. EXISTING COLUMN, TYP.
4. EXISTING TYPICAL OVERHEAD DOOR, TYP.
5. EXISTING ELECTRICAL TRANSFORMER AND ELECTRICAL PANELS
6. EXISTING RAIL
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CONSULTANT
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ARCHITECT
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FiRY � M CRAFT
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Submittals/Revisions:
FOR �ERMIT 07 12/16
Sheet Title: ARCHITECTURAL SITE/
EGRESS/WAREHOUSE PLAN
Date: 03/01/16
Design:
Drawn:
Project No: 16-090.06
Approved:
Building No:
Sheet No: 0
COPYRIGHT CRAFf ARCHITECTS 2016
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GENERAL NOTES�
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2.
3.
4.
5.
6.
7.
8.
9.
10.
11.
WHERE NEW FLOOR FINISHES AND/OR WALL BASE ARE SCHEDULED, PREPARE
FLOORS AND WALLS TO RECEIVE NEW FINISH. CONCREfE SLAB TO RECEIVE NEW
SEAL WHERE SAW-CUT AND PATCHED. PATCH AND PAINT ALL OFFICE WALLS.
TYPICAL THROUGHOUT.
FINISHES PER ROOM FINISH SCHEDULE SHEET A6.1, TYPICAL UON.
REUSE EXISTING DOORS, DOOR FRAMES AND DOOR HARDWARE IN NEW
CONFIGURATION WHENEVER POSSIBLE. NEW DOORS AND DOOR FRAMES TO MATCH
EXISTING.
ALL NEW PARTITIONS TO BE WALL TYPE Q UON, SEE SHEET A8.1 FOR WALL
TYPES.
FOR ACCESSIBILITY COMPLIANCE REFER TO SHEET T1.2.
THERE SHALL BE NO EXPOSED PIPE, CONDUIT, DUCTS, VENTS, ETC. ALL SUCH
LINES SHALL BE CONCEALED OR FURRED AND FINISHED, UNLESS OTHERWISE
NOTED AS EXPOSED CONSTRUCTION ON THE DRAWING.
OFFSEf STUDS, WHERE REQUIRED, SO THAT FINISHED PARTITION SURFACE WILL
BE FLUSH, UNLESS OTHERWISE NOTED. PROVIDE FURRING AT EXISTING
PARTITIONS AS REQUIRED TO INSTALL ELECTRICAL ITEMS AS INDICATED ON THE
DRAWINGS.
DOOR AND CASED OPENINGS WITHOUT LOCATION DIMENSIONS OR DEIAiLS ARE
TO BE (4) INCHES FROM ADJACENT WALL AT HINGE SIDE OF DOOR OR
CENTERED BEfWEEN WALLS.
FINISHED FACES OF NEW PARTITIONS PARALLEL TO EXISTING FRAMING SHALL
ALIGN.
GC SHALL BE RESPONSIBLE FOR PROVIDING ALL BLOCKING FOR ALL WALL AND
CEILING MOUNTED ITEMS, INCLUDING HARDWARE, LIGHT FIXTURES, GRAB BARS,
CASEWORK, AND ALL OWNER PROVIDED ITEMS. PROVIDE SHEEf METAL
REINFORCING (8" HORIZONTALLY MOUNTED STRIP OF 20 GA. GALVANIZED SHEEf
METAL) CONCEALED IN PARTITIONS WHERE WALL OR CEILING MOUNTED ITEM IS
INDICATED ON DRAWINGS.
CONTRACTOR TO PROVIDE SHOP DRAWINGS FOR DESIGNER PRIOR TO
MANUFACTURE OF ANY CASEWORK, MILLWORK AND ANY OTHER SPECIAL ITEMS
REQUIRING CUSTOM SHOP FABRICATED WORK.
LEGEND�
EXISTING PARTITION TO REMAIN
NEW PARTITION
KEY NOTES� O
1. NEW SURFACE MOUNTED VERTICAL GRAB BARS IN EXISTING
ACCESSIBLE TOILET ROOM, PER ICC/ANSI A117.1 SECTIONS 604
AND 609. PROVIDE BLOCKING AS REQUIRED.
2. EXISTING EXTERIOR DOOR ENTRANCE TYPE LOCKSET. CLEAN AND
ADJUST EXISTING HINGES AND CLOSER, ADJUST CLOSER TO
CURRENT ACCESSIBILITY REQUIREMENTS (ANSI 117.1, SECTION 404),
NEW WEATHERSTRIPPING
3. PREPARE EXISTING WAREHOUSE PARTITION TO RECEIVE NEW PAINT
FINISH.
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PERi1�IT CENTER
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CONSULTANT
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�ARCHITECT
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Submittals/Revisions:
FOR PERMIT 07/12/16
Sheet Title: FLOOR PLAN
Date: 03/O1/16
Design:
Drawn:
Project No: 16-090.06
Approved:
Building No:
Sheet No: e
COPYRIGHT CRAFf ARCHITECTS 2016
CEILING JOIST SPAN TABLE
� JOIST TYPE MAX. SPAN JOIST SPACING
Q 600S162-54 1 S'-0" 24" O.C.
Q2 800S162-54 25'-0" 24" O.C.
Q3 1200S162-54 33'-0" 24" O.C.
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DESIGN BUILD OTES�
PROJECT TO BE ELECTRICAL AND MECHANICAL DESIGN-BUILD. NEW UGHTING SHALL MEET THE
FOLLOWING MINIMUM REQUIREMENTS:
A. IBC 1006.1 ILLUMINATION REQUIREMENT
1. THE MEANS OF EGRESS, INCLUDING THE EXITDISCHARGE, SHALL BE
ILLUMINATED AT ALL TIMES THE BUILDING SPACE SERVED 8Y THE
MEANS OF EGRESS IS OCCUPIED.
B. IBC 1006.2 - ILLUMINATION LEVEL
1. THE MEANS OF EGRESS ILLUMINATION LEVEL SHALL NOT BE LESS THAN 1
FOOT-CANDLE (11 LUX) AT THE FLOOR LEVEL.
C. IBC 1006.3 - ILLUMINATION EMERGENCY POWER
1. THE POWER SUPPLY FOR MEANS OF EGRESS ILLUMINATION SHALL
NORMALLY BE PROVIDED BY THE PREMISE'S ELECTRIC SUPPLY.
1.1 LOCATIONS INCLUDE: DEDICATED EGRESS ROUTES IN LARGER ROOMS
OR SPACES PUBLIC OR COMMON EGRESS ELEMENTS ESSENTIAL
PORTIONS OF THE INTERIOR EGRESS SYSTEM, INTERIOR IXIST
DISCHARGE ELEMENTS, AND EXTERIOR PORTIONS OF THE EXIT
DISCHARGE, INCLUDING INTERIOR EXIT STAIRWAYS & RAMPS.
2. EACH ROOM SHALL COMPLY WITH THE PROVISIONS OF C405.2.1.1 INTERIOR
LIGHTING CONTROLS. EACH AREA ENCLOSED BY WALLS OR FLOOR-TO-CEILING
PARTITIONS SHALL HAVE AT LEAST ONE MANUAL CONTROL FOR THE LIGHTING
SERVING THAT AREA. THE REQUIRED CONTROLS SHALL BE LOCATED WITHIN THE
AREA SERVED BY THE CONTROLS OR BE A REMOTE SWITCH THAT IDENTIFIES
THE LIGHTS SERVED AND INDICATES THEIR STATUS.
C405.2.1.2 LIGHT REDUCTION CONTROLS. LIGHT �REDUCTION CONTROLS NEED NOT
BE PROVIDED IN THE FOLLOWING AREAS AND SPACES:
1. AREAS THAT ARE CONTROLLED BY AN OCCUPANT-SENSING DEVICE.
2. CORRIDORS, EQUIPMENT ROOMS, STOREROOMS, RESTROOMS, PUBLIC
LOBBIES, ELECTRICAL OR MECHANICAL ROOMS.
3. DAYLIGHT SPACES COMPLYING WITH SECTION C405.2.2.3.2.
C405.2.2.1 AUTOMATIC TIME SWITCH CONTROL DEVICES. AUTOMATIC TIME SWITCH
CONTROLS NEED NOT BE IN SPACES CONTROLLED BY OCCUPANCY SENSORS.
C405.2.2.2 OCCUPANCY SENSORS. OCCUPANCY SENSORS SHALL BE INSTALLED IN
ALL CLASSROOMS, CONFERENCE/ MEEfING ROOMS, EMPLOYEE LUNCH AND BREAK
ROOMS, PRIVATE OFFICES, RESTROOMS, WAREHOUSE SPACES, STORAGE ROOMS
AND JANITORIAL CLOSETS, AND OTHER SPACES 300 SQUARE FEEf (28 M2) OR
LESS ENCLOSED BY FLOOR-TO- CEILING HEIGHT PARTITIONS. THESE AUTOMATIC
CONTROL DEVICES SHALL BE INSTALLED TO AUTOMATICALLY TURN OFF LIGHTS
WITHIN 30 MINUTES OF ALL OCCUPANTS LEAVING THE SPACE, AND SHALL EITHER
BE MANUAL ON OR SHALL BE CONTROLLED TO AUTOM,4TICALLY TURN THE LIGHTING
ON TO NOT MORE THAN 50 PERCENT POWER.
C405.2.2.3 DAYLIGHT ZONE CONTROL. DAYLIGHT ZONES SHALL BE DESIGNED SUCH
THAT LIGHTS IN THE DAYLIGHT ZONE ARE CONTROLLED INDEPENDENTLY OF
GENERAL AREA LIGHTING AND ARE CONTROLLED IN ACCORDANCE WITH SECTION
C405.2.2.3.2. EACH DAYLIGHT CONTROL ZONE SHALL NOT EXCEED 2,500 SQUARE
FEEf (232 M2). CONTIGUOUS DAYLIGHT ZONES ADJACENT TO VERTICAL
FENESTRATION ARE ALLOWED TO BE CONTROLLED BY A SINGLE CONTROLLING
DEVICE PROVIDED THAT THEY DO NOT INCLUDE ZONES FACING MORE THAN TWO
ADJACENT CARDINAL ORIENTATIONS (I.E.,NORTH, EAST, SOUTH, WEST). THE PRIMARY
DAYLIGHT ZONE SHALL BE CONTROLLED SEPARATELY FROM THE SECONDARY
DAYLIGHT ZONE. DAYLIGHT ZONES UNDER SKYLIGHTS MORE THAN 15 FEET (4572
MM) FROM THE PERIMEfER SHALL BE CONTROLLED SEPARATELY FROM DAYLIGHT
ZONES ADJACENT TO VERTICAL FENESTRATION.
CONTROL SHALL:
1. CONTROL ONLY LUMINAIRES WITHIN THE DAYLIT AREA.
2. INCORPORATE TIME-DELAY CIRCUITS TO PREVENT CYCLING OF LIGHT LEVEL
CHANGES OF LESS THAN THREE MINUTES.
EXCEPTION: DAYLIGHT ZONES ENCLOSED BY WALLS OR CEILING HEIGHT
PARTITIONS AND CONTAINING TWO OR FEWER LIGHT FI7(TURES ARE NOT
REQUIRED TO HAVE A SEPARATE SWITCH FOR GENERAL ARFJ� LIGHTING.
C405.2.2.2 OCCUPANCY SENSORS. OCCUPANCY SENSORS SHALL BE INSTALLED IN
ALL CLASSROOMS, CONFERENCE/ MEEfING ROOMS, EMPLOYEE LUNCH AND BREAK
CONTROLS DEVICE SHALL BE CAPABLE OF AUTOMATICALLY REDUCING THE
LIGHTING POWER IN RESPONSE TO AVAILABLE DAYLIGHT BY EITHER ONE OF THE
FOLLOWING MEfHODS:
1. CONTINUOUS DIMMING USING DIMMING BALLASTS AND DAYLIGHT-SENSING
AUTOMATIC CONTROLS THAT ARE CAPABLE OF REDUCING THE POWER OF
GENERAL LIGHTING IN THE DAYLIT ZONE CONTINUOUSLY TO LESS THAN 20
PERCENT OF RATED POWER AT MAXIMUM LIGHT OUTPUT.
A B
2. STEPPED DIMMING USING MULTI-LEVEL SWITCHING AND DAYLIGHT-SENSING
CONTROLS THAT ARE CAPABLE OF REDUCING LIGHTING POWER AUTOMATICALLY.
THE SYSTEM SHALL PROVIDE A MINIMUM OF TWO CONTROL CHANNELS PER
ZONE AND BE INSTALLED IN A MANNER SUCH THAT AT LEAST ONE CONTROL
STEP IS BETWEEN 50 PERCENT AND 70 PERCENT OF DESIGN LIGHTING POWER
AND ANOTHER CONTROL STEP IS NO GREATER THAN 35 PERCENT OF DESIGN
POWER, AND THE SYSTEM IS CAPABLE OF AUTOMATICALLY TURNING THE
SYSTEM OFF.
C408.3.1 FUNCTIONAL TESTING. TESTING SHALL ENSURE THAT CONTROL HARDWARE
AND SOFfWARE ARE CALIBRATED, ADJUSTED, PROGRAMMED AND IN PROPER
WORKING CONDITION IN ACCORDANCE WITH THE CONSTRUCTION DOCUMENTS AND
MANUFACTURER'S INSTALLATION INSTRUCTIONS.
NEW HVAC SOLUTIO
N SHALL MEET THE FOL 0
L WING MINIMUM REQUIREMENT:
A. NEW MECHANICAL ELEMENTS, INCLUDING BUT NOT LIMITED TO PACKAGED UNITS,
CONTROLS, DAMPERS, DUCTING, COMMISSIONING; TO FULLY COMPLY WITH THE
PROVISIONS OF WSEC SECTION C403.
8. VENTILATION REQUIREMENTS FOR RESTROOMS PER WASHINGTON STATE
MECHANICAL CODE (WAC 51-52)
C. ALL OCCUPIED SPACES SHALL BE VENTILATED BY MECHANICAL MEANS IN
ACCORDANCE WITH SECTION 403 IN THE 2012 INTERNATIONAL MECHANICAL CODE THE
VENTILATION SYSTEM SERVING THE SPACE SHALL BE DESIGNED TO PROVIDE
VENTILATION OVER AND ABOVE THAT REQUIRED BY TABLE 403.3 IN ACCORDANCE WITH
ACCEPTED ENGINEERING PRACTICE.
NEW EXIT SIGNAGE SHALL MEET THE FOLLOWING MINIMUM REQUIREMENTS:
A. ALL REQUIRED EXIT SIGNS SHALL HAVE LEffERS SIX INCHES HIGH MINIMUM AND
SHALL CONFORM WITH ALL APPLICABLE CODES.
THE BUILDING IS FULLY SPRINKLERED. THE FIRE PROTECTION CONTRACTOR SHALL PROVIDE
FIRE PROTECTION DRAWINGS AS REQUIRED BY THE GOVERNING AUTHORITY. THE FIRE
PROTECTION CONTRACTOR SHALL SUBMIT DRAWINGS TO THE ARCHITECT FOR REVIEW PRIOR TO
COMMENCING WITH THE WORK.
N
F��FLECTED CEILING PLAN
1 /8" = 1'-p"
GENERAL NOTES�
1. SEE ALSO ENGINEERING DRAWINGS (IF PROVIDED) FOR ADDITIONAL INFORMATION.
WHEN THERE ARE DISCREPANCIES BEfWEEN ARCHITECTURAL, ELECTRICAL,
MECHANICAL OR PLUMBING DRAWINGS OBTAIN CLARIFICATION FROM ARCHITECT IN
WRITING BEFORE PROCEEDING WITH ANY WORK IN QUESTION OR RELATED WORK.
IF WORK IS PERFORMED PRIOR TO OBTAINING CLARIFICATION, CONTRACTOR
SHALL CORRECT CONFLICTING WORK AT HIS EXPENSE AND AT NO ADDITIONAL
COST TO THE OWNER OR THE ARCHITECT.
2. BEFORE STARTING ANY WORK, CONTRACTOR SHALL FIELD VERIFY EXISTING
CONDITIONS. IF THERE ARE EXISTING BUILDING OBSTRUCTIONS AND CEILING
FIXTURES, LEVEL CHANGES, SOFFITS, ETC., CANNOT BE INSTALLED WHERE
INDICATED, OR IF THERE ARE ANY CONFLICTS OR DISCREPANCIES, CONTRACTOR
SHALL NOTIFY AND OBTAIN CLARIFICATION FROM THE ARCHITECT IN WRITING
BEFORE PROCEEDING WITH ANY PART OF THE CEILING WORK OR RELATED
WORK.
3. REWORK EXISTING FIRE, LIFE, SAFEfY SYSTEM AS REQUIRED PER NEW WALL
LAYOUT AND CURRENT CODE. ENGINEERING AND INSTALLATION BY BUILD�NG
RECOMMENDED SUB-CONTRACTOR.
4. PROVIDE SMOKE DETECTORS THROUGHOUT TENANT AREAS IN ACCORDANCE WITH
LOCAL CODES AND MANUFACTURER�S RECOMMENDATIONS.
5. LOCATE ALL LIGHT FIXTURES, SPEAKERS, LIFE-SAFEfY DEVICES, EZC., IN
STRAIGHT LINES AND IN CENTER OF CEILING TILES, UON.
6. ALL CEILING MOUNTED DEVICES SHALL BE WHITE.
7. LOCATE ANY CONTROLS THAT NEED ACCESSING OVER ACOUSTICAL CEILING TILE
AREAS. DO NOT PLACE ANY ABOVE GYPSUM BOARD CEILINGS, UNLESS
APPROVED 8Y ARCHITECT.
8. ALL ACCESS PANELS IN GYPSUM BOARD CEILINGS SHALL BE FRAMELESS;
�OCATIONS SHALL BE COORDINATED WITH ARCHITECT. GROUP DEVICES TO
MINIMIZE THE NUMBER AND SIZE OF ACCESS PANELS.
9. ALL CONDUITS, BOXES, DUCTS, HVAC UNITS, PIPES, ETC., SHALL BE INSTALLED
AS HIGH AS POSSIBLE, NOT LOWER THAN 8" ABOVE LINE OF HIGHEST FINISHED
CEILING.
10. THERE SHALL 8E NO COMBUSTIBLE MATERIALS IN THE PLENUM SPACE.
11. WHEN MULTIPLE SWITCHES OCCUR IN CLOSE PROXIMITY GANG UNDER SINGLE
SWITCH PLATE.
12. FURNISH AND INSTALL NEW THERMOSTATS AS REQUIRED. INSTALL CLOSE TO
DOOR OPENINGS, DO NOT INSTALL IN CENTER OF WALL. ARCHITECT AND CLIENT
TO APPROVE ALL LOCATIONS.
13. ALL LIGHTS TO BE CONTROLLED BY MOTION SENSOR. PROVIDE OVERRIDE
SWITCH AT ALL CONFERENCE ROOMS
14. ALL LAMPS SHALL BE IDENTICAL FROM ONE MANUFACTURER IN SAME
TEMPERATURE, UON.
CEILING NOTES�
1. CENTER CEILING GRID IN ROOM OR AREA IN TWO DIRECTIONS, TYPICAL UON.
2. CENTER LIGHT FIXTURES/SPRINKLER HEAD/CEILING ELEMENT IN 24" PORTION OF
48" CEILING TILE, TYPICAL UON.
3. REFER TO ELEVATIONS AND SECTIONS FOR MOUNTING HEIGHTS OF WALL
SURFACE MOUNTED LIGHT FIXTURES.
4. PROVIDE SEISMIC BRACING PER DE�'AILS 5/A8.1 AT ALL SUSPENDED CEILING
SYSTEMS. SUSPENDED CEILING AND BRACING SHALL MEEf THE MINIMUM
REQUIREMENTS OF CISCA AND ASCE 7-10 SECTION 13.5.6. AS DESCRIBED ON
SHEET A8.1
5. SEE 13/A8.1 FOR CEILING GRID AND LIGHT FIXTURE ATTACHMENT TO FALSE
CEILING FRAMING.
6. 3 5/8" X 20 GA METAL STUD JOISTS BRACING INSTALLED � 48" O.C. LAPPING
OVER FALSE CEILING FRAMING JOISTS AT ENTIRE OFFICE AREA. SEE 16/A8.1.
LEGEI�D�
- - - - - ELEMENT TO BE DEMOLISHED
EXIT 4 EXIT D �NTERNALLY ILLUMINATED EXIT SIGNAGE W/ BATTERY BACKUP PER
IBC SECTION 1011, CONFIRM OPERATION FOR EXISTING. ADD
WHERE NOT EXISTING. ARROW = DIRECTION INDICATOR, IF
REQUIRED
� 1X4 SURFACE MOUNTED FLUORESCENT FIXTURE W/ WRAP
AROUND ACRYLIC LENS
`,`�������:� PARABOLIC, (2)I T F5ULAMPSEP RLFIXTU EC RATED), 18 CELL
HATCH INDICATES "NIGHT LIGHT" FOR EGRESS ILLUMINATION
MIN. 1 FC W/ BATTERY BACKUP PER IBC SECTION 1006.3.
SUSPENDED ACOUSTIC CEILING TILE AND GRID:
ARMSTRONG, CORTEGA, 24" X 48" SQUARE LAY-IN TILE, WHITE
WITH CLASS "A" 15/16" EXPOSED 'fi" GRID SYSTEM, WHITE
X DIRECTION OF CEILING JOIST FRAMING AND JOIST TYPE PER
CEILING JOIST SPAN TABLE
KEY NOTES� O
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CONSULTANT
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ARCHITECT
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STATE 0 SHINGTO
Submittals/Revisions:
FOR PERMIT 07/12/16
Sheet Title: REFLECTED CEILING PLAN
Date: 03/01/16
Design:
Drawn:
Project No: 16-090.06
Approved:
Building No:
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� DOOR AND TRIM
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FLOOR FINISH MATL
SAME ON BOTH SIDES
OF OPENING
RESILIENT FLOOR MATERIAL
DOOR
TRANSITION STRIP
CPT REDUCER STRIP
TO MATCH RUBBER BASE
CARPEf/CARPEf TILE
CONCRETE SLAB
DOOR
TRANSITION STRIP CPT
REDUCER STRIP
TO MATCH RUBBER BASE
CARPEf/CARPEf TILE
�
�---WALL TYPE AS SCHEDULED
STEEL RUNNER
DRYWALL SCREW, (1) NEXT TO
EACH RETAINER CLIP
�STEEL CASING WITH HEAT TREATED
CASING REfAINER CLIP
TIMELY STEEL FRAME
PREFINISHED, KNOCK DOWN
DOOR SILENCERS OR SMOKE SEAL
DOOR AS SCHEDULED
TYPE AS SCHEDULED
_ CASING WITH HEAT TRFJ�TED
IG REfAINER CLIP
Y STEEL FRAME
NISHED, KNOCK DOWN
SILENCERS OR SMOKE SEAL
; AS SCHEDULED
CARPET OVER PAD. IF CARPET TILE
(1 /4" ) OR WALK-OFF MAT (5/8" )
- FLOAT FLOOR AS REQUIRED FOR
LEVEL TRANSITION - REFER ALSO
TO GENERAL NOTES
DOOR
3/8"x1-1/2'� BRUSHED ALUM.
ANGLE SECURED TO SLAB
TILE
CONCREfE SLAB OR
RESILIENT FLOOR MATERIAL
DOOR
TRANSITION STRIP
TILE
DOOR/RELITE� SCHEDULE
� OPENING� FRAMES DETAILS
N0. ��E TYPE W x H THK N�ATL G� �Nsu� RA�NG HDW FIN TYPE MATL FIN HD JAMB SILL REMARKS
125A OFFICE FG 3'-0" X 7'-0" 1 3/4'� WD - - C CLEAR 1 METAL FF 3/A6.1 2/A6.1 6/A6.1
125B OFFICE FG PAIR 3'-0" X 7'-0" 1 3/4" WD - - C CLEAR 6 METAL FF 3/A6.1 2/A6.1 6/A6.1
D40R/RELITE Ti�PES�
PER DOOR SCHEDULE
I I
FG (FULL GLASS)
FRA E TYPES�
PER SCHEDULE
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DOOR SCHEDULE NOTES� '�� ��� �"d��ti
1. ALL DOOR HARDWARE SHALL BE FULLY ACCESSIBLE PER THE PROVISIONS OF ANSI A117.1 SECTION 404, AS ��' G I'1 I'� C' C� 5
SUMMARIZED ON T1.2. EXISTING HARDWARE IS ASSUMED TO BE ACCESSIBLE; LEVER STYLE HANDLE, CLEAR WIDTH,
CLOSING SPEED, DOOR OPENING FORCE, ETC. GC TO REPLACE DOOR HARDWARE AS REQUIRED.
2. ALL DOORS TO BE READILY OPERABLE IN THE DIRECTION OF EGRESS TRAVEL WITHOUT THE USE OF A KEY OR 2505 Third Avenue
SPECIAL EFFORT. Suite 324
3. AT THE MAIN EXTERIOR DOOR, LOCKS & LATCHES SHALL BE PERMITfED IF THE LOCKING DEVICE IS READILY Seattle, WA 9812'I
DISTINGUISHABLE AND A READILY VISIBLE DURABLE SIGN IS POSTED ON THE EGRESS SIDE ON OR ADJACENT TO
THE DOOR STATING: "THIS DOOR TO REMAIN UNLOCKED WHEN BUILDING IS OCCUPIED". THE SIGN SHALL BE IN 206.720.7001 phone
LEffERS 1" HIGH ON A CONTRASTING BACKGROUND & MEEf REQUIREMENTS OF 18C 1008.1.9.3 LOCKS & LATCHES. 206.720.2949 fax
4. EXTERIOR DOORS TO BE STEEL, 20 GAUGE, FULL FLUSH WITH FIBROUS HONEYCOMB CORE, BAKED ON PRIMER.
EXTERIOR DOOR FRAMES TO BE STEEL, 18 GAUGE WITH 2" FACES AND 5/8" STOPS FORMED INTERNAL CORNERS �W craftarchitects.com
MITERED, WELDED AND GROUND SMOOTH, BAKED ON PRIMER, UON.
5. EXTERIOR DOORS (STOREFRONT/ENTRANCE) TO BE 2"X4 1/2" GLAZED, THERMALLY BROKEN, ALUMINUM
STOREFRONT. KAWNEER CENTER GLAZING OR APPROVED EQUAL. FINISH TBD OR TO MATCH EXISTING ADJACENT.
6. NEW DOORS (INTERIOR) TO BE BUILDING/OWNER STANDARD: SOLID CORE, WOOD, OAK, STAINED TO MATCH EXISTING \/
FINISH. NEW INTERIOR DOOR FRAMES TO BE BUILDING/OWNER STANDARD: KNOCK DOWN (TIMELY, MITERED OR •�
EQUIVALENT) S1YLE, FACTORY FINISH, BLACK. ALTERNATE DOOR FRAME: EXTRUDED ALUMINUM, CLEAR ANODIZED
FACTORY FINISH (WESTERN INTEGRATED, SERIES 300, 1" SQUARE TRIM OR EQUIVALENT). �
7. IG INDICATES INSULATED GLAZING, lYP. �
8. TG INDICATES TEMPERED GLAZING, IYP.
9. TIG INDICATES TEMPERED, INSULATED GLAZING, TYP. �
10. ALL EXTERIOR/BUILDING ENVELOPE AND INSULATED GLAZING SHALL BE CERTIFIED & LABELED WITH ITS MAX. � '
U-FACTOR OF 0.38 & SOLAR HEAT GAIN, COEFFICIENT OF 0.40, PER WSEC SECTION C303.1.3 (RATING DETERMINED � � � �
BY AN ACCREDITED, INDEPENDENT LABORATORY, LABELED AND CERTIFIED BY THE MANUFACTURER). /� � O
11. DOORS OPENING INTO SEMI-HEATED SPACE UNCONDITIONED SPACE OR TO THE EXTERIOR TO BE 0.37 MAX � �
U-FACTOR. �, � �
12. CARGO DOORS AND LOADING DOCK DOORS SHALL BE EQUIPPED WITH WEATHERSEALS TO RESTRICT INFILTRATION � ♦�
WHEN VEHICLES ARE PARKED IN THE DOORWAY PER 2012 WSEC C402.4.6. �� � t./
13. GC TO COORDINATE WITH TENANT SUPPLIED AND INSTALLED SECURIn AND ALARM SYSTEM. � � � �
14. ALL DOOR HARDWARE PACKAGES TO INCLUDE WALL/FLOOR STOPS, SILENCERS, HINGES, ETC. � ��-�
Dt�OR HARD ARE �IOTES� °- �- cn
TYPE A: EXTERIOR ENTRANCE TYPE LOCKSEf, CLOSER, WEATHER STRIPPING, SURFACE APPLIED DOOR SWEEP
lYPE B: OFFICE TYPE LOCKSET
TYPE C: OFFICE TYPE LOCKSET, CLOSER, WEATHER STRIPPING, SURFACE APPLIED DOOR SWEEP
TYPE D: PUSH/PULL, CLOSER
TYPE E: PASSAGE SET
TYPE F: PASSAGE SEf, CLOSER
TYPE G: STOREROOM LOCKSET
TYPE H: PRIVACY SEf
nPE I: PRIVACY WITH 'IN USE' INDICATOR
TYPE J: MANUAL PUSH BUTTON LOCK, CLOSER
IYPE K: KEYCARD READER, CLOSER, (PANIC HARDWARE??)
TYPE L: STOREROOM LOCK ON ACTIVE LEAF, DUMMY LEVER ON INACTIVE LEAF, MANUAL FLUSH BOLTS
AT TOP AND BOTfOM
TYPE M: EXISTING EXTERIOR DOOR ENTRANCE TYPE LOCKSET. CLEAN AND ADJUST EXISTING HINGES AND
CLOSER, ADJUST CLOSER TO CURRENT ACCESSIBILITY REQUIREMENTS (ANSI 117.1, SECTION 404), NEW
WEATHERSTRIPPING
ROO FIi�ISH SCHEDULE
FLOOR BASE WALLS CEILING
R00� NAI�E ��RTH EAST SOUTH �UEST RE�ARKS
N0. MTL Flf� �TL �TL FIN MTL FIN MTL FIN �TL FIN MTL HT
125 WAREHOUSE OFFICE SOG CPT-1 B-1 EXIST GWB PT-1 GWB PT-1 GWB PT-1 GWB PT-1 ACP t9'-0" AFF
FIi�ISH SPECI�ICA1"IO�S�
FLOOR FINISHES: WALL FINISHES:
FLOOR FINISH TO BE CPT-1, UON WALL FINISH TO BE PT-1, UON
CPT CARPET, BROADLOOM pT PAINT (GENERAL)
1 SHAW CONTRACTOR GROUP � SHERWIN WILLIAMS, SW 7004 SNOWBOUND
TERRA BL, 5A037
37150 BURL
VCT VCT
1 ARMSTRONG, STANDARD EXCELON
51830 COTfAGE TAN OR 51839
FORTRESS WHITE
WALL BAS E:
WALL BASE TO BE B-1, UON
Bg 4" BASE
� ROPPE, RUBBER
100 BLACK
ROO FINISH GENERAL �JOTES�
1. ALL SURFACES TO BE PREPARED TO RECEIVE NEW FINISH, IYPICAL THROUGHOUT. 12. WHERE INTERIOR DOOR AND DOOR FRAMES ARE TO BE PAINTED, COLOR TO
CONCRETE SLAB TO RECEIVE NEW SEAL WHERE SAW-CUT AND PATCHED. MATCH ADJACENT WALL SURFACE.
2. ALL WALLS (EXISTING AND NEW) TO BE PT-1, UON. 13. PLASTIC LAMINATE, PL-1 AT ALL EXPOSED SURFACES OF BASE AND UPPER
3. RUBBER BASE, B-1 THROUGHOUT, UON. CABINETS, UON. PLASTIC LAMINATE PL-2 AT ALL COUNTERTOPS AND
4. CARPET, CPT-1 THROUGHOUT, UON. BACKSPLASHES, UON.
5. INTERIOR GW8 CEILINGS AND SOFFITS TO BE PT-1, LATEX WITH FLAT FINISH, 14. ALL FLOORING MATERIALS TRANSITION IN MIDDLE OF DOORWAY UON. SEE
UON. TOILET ROOM GWB CEILINGS AND SOFFITS TO BE PT-1, LATEX ENAMEL ALSO TRANSITION DEfAILS THIS SHEEf.
WITH SEMI-GLOSS FINISH, UON. 15. ACCESS PANELS, VISIBLE COVES OR ENCASEMENTS, ETC. TO SHALL BE
6. SEE REFLECTED CEILING PLANS FOR CEILING FINISHES, CEILING TILE AND GRID PAINTED TO MATCH ADJACENT SURFACES.
SPECIFICATIONS. 16. FIREfAPE ONLY ON WAREHOUSE SIDE OF OFFICE TI.
7. ALL GWB SURFACES TO BE SMOOTH FINISH AND RECEIVE TWO COATS OF LATEX 17. ALL FINISH MATERIALS SHALL MEEf THE CLASS C FIAME SPREAD INDEX OF
PAINT WITH EGGSHELL FINISH. 76-200 AND SMOKE-DEVELOPED INDEX OF 0-450 PER IBC CHAPTER 8.
8. ALL GWB SURFACES IN RESTROOMS AND WEf WALLS IN BREAK AREA AND
COFFEE AREA SHALL RECEIVE ONE (1) COAT OF LATEX SEMI-GLOSS ENAMEL
OVER ONE (1) COAT OF PVA SEALER.
9. GWB SURFACES TO RECEIVE LEVEL 4 FINISH PRIOR TO PAINTING, UON. REFER
TO FINISH LEGEND FOR EXCEPTIONS
10. ALL MATERIALS, PREPARATION AND WORKMANSHIP SHALL CONFORM TO
REQUIREMENTS OF THE LATEST EDITION OF THE ARCHITECTURAL PAINTING
SPECIFICATION MANUAL BY THE MASTER PAINTERS INSTITUTE.
11. REFER TO DOOR SCHEDULE FOR DOOR AND DOOR FRAME FINISHES.
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JUL 13 2016
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CONSULTANT
7052
REci�T��;�c ,
� ARCHITECT �
KATHRYI`� M CRAFT
STATE SH�GTON
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Submittals/Revisions:
FOR PERMIT 07/12/16
Sheet Title: DOOR AND FINISH
SCHEDULES
Date: 03/01%16
Design:
Drawn:
Project No: 16-090.06
Approved:
Building No:
Sheet No: e
COPYRIGHT CRAFf ARCHITECTS 2016
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NOT TO SCALE
ATTACH BRACING WITH (2) # FRAMING
SCREWS, TYP
3 5/8" X 20 GA CONT BRACING � 48"OC
AT TOP FLANGE TO CEILING JOISTS
FALSE CEILING JOIST PER SCHEDULE
8'�
MAX.
% L1/8" POP RIVET
� ALL MEMBERS
/ ONE WALL
� WALL ANGLE
4 - #12 GA SEISMIC
SPLAY BRACE WIRES
2 - #12 14 GA SCREWS
� STUDS TO T-BAR
MAIN RUNNER
#12 GA VERTICAL WIRE
HORIZONTAL STRUT
TYPICAL CONTINUOUS-
I�i]'r'
8„ \
MAX. \
PROVIDE 3/4" SPACE
OPPOSING WALL —
MAIN RUNNER OR CROSS TEE
PARTITION AS SCHEDULED
CROSS TEE
45°
MTL STUD COMPRESSION
STRUT FOR SIZE & NO
SEE SCHED BELOW. ATTACH
� PURLIN ABOVE W/ 2#8
SHT MTL SCREWS. DO NOT
ATTACH TO STIFFENERS.
45° TYPICAL
SCHEDULE MAX. HT OF COMPRESSION STRUT
STUD SIZE & GA SINGLE STUD DOUBLE STUD
1-5/8" x 20 GA SS 7'-8" 11'-8"
2-1/7' x 20 GA SS 7'-7' 16'-6"
3-1/2'� x 20 GA SS 7'-4�� 22'-9"
1-5/8° x 20 GA WC 10'-0" 11'-6"
NOTE: ATTACH DOUBLE STUD WEB TO FLANGE W/ #6 SCREW � 18" OC
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OF IC
R-30 CONTINUOUS BATT INSULATION ENTIRELY ABOVE
°o DECK (TYPICAL). PIN WIRE OR STRING TO TOP OF
FRAMING IN ZIG-ZAG PATTERN TO KEEP INSULATION
FROM SAGGING.
1 1/2"x 1 1/2"x 3 1/4° LONG, MIN X 16 GA CLIP
W/ (2) #8 SCREWS THRU JOIST WEB AND THRU
TRACK, TYPICAL. TRACK TO MATCH JOIST DEPTH AND
MIL. W/ (3) #8 SCREWS TO EACH WALL STUD, TYP.
FALSE CEILING FRAMING, SEE SHEET A2.2 FOR JOIST
SIZE.
SUSPENDED ACOUSTICAL CEILING, HUNG FROM FALSE
`o ROOF DECK - NOT DESIGNED FOR ANY LIVE LOADING
N
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5/8" 'iYPE X' GWB, FIREfAPED ONLY ON WAREHOUSE
SIDE — FINISH AS SCHEDULED ON OFFICE SIDE, OVER
WHSE 6" x 1-5/8", 25 GA MTL. STUD FRAMING � 24�� OC
MAX 1/7' DEFLECTION (L240) W/ R-21 BATf
INSULATION W/ R10 CONTINUOUS RIGID INSULATION
AND FSK-25 VAPOR BARRIER WHERE EXPOSED AND
AT WARM WALLS
MTL STUD RUNNER ATTACHED TO EXST CONC SLAB
W/ 5/32" DIA LOW—VELOCITY POWER—DRIVEN
FASTENER W/ 1 1/4° PENE?RATION MIN, 24" OC
DE ISINC� ALL
SIM: USE RESTROOM CEILING TYPE
WHEN INSTALLED IN THE BUILDIING THERMAL
ENVELOPE, LIGHT FIXTURE SHALL BE IC
RATED AND LABELED AS HAVING AN AIR
LEAKAGE RATE OF NOT MORE THAN 2.0 CFM
WHEN TESTED IN ACCORDANCE WITH ASTM E
283 AT A 1.57 PSF PRESSURE DIFFERENTIAL.
GASKEf OR CAULK, TYPICAL
ALL (4) SIDES
SUSPENDED ACOUSTICAL CEILING
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RECEIVED
C1TY OF TUK�NILA
JUL 13 2016
pERi1�1T CENTER
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2505 Third Avenue
Suite 324
Seattle, WA 98121
206.720.7001 phone
206.720.2949 fax
www. crafta rch itects. com
CEILI�� NOTES� CONSULTANT
PER: 2012 INTERNATIONAL BUILDING CODE (IBC) SECTIONS 803.9, 808 AND 1613.1, AMERICAN SOCIEf`f FOR TESTING AND MATERIALS
(ASTM) C635 AND ASTM C636 (REFERENCED IN IBC 808). AMERICAN SOCIETY OF CIVIL ENGINEERS (ASCE) 7-10 SECTION 13.5.6
(REFERENCED IN IBC 1613.1).
GENERAL RECOMMENDATIONS
A. REFERENCED SOURCES PER HIERARCHY: 2012 INTERNAl10NAL BUILDING CODE (IBC), AMERICAN SOCIETY OF CIVIL ENGINEERS (ASCE 7-10), AMERICAN
SOCIETY OF TESTiNG MATERIALS (ASTM C 635, AS1M C 636, ASTM E 580/E 580M), AND CEIUNGS AND INTERIOR SYSTEMS CONSTRUC710N ASSOCIATION
(CISCA).
B. PARTI�IONS iHAT ARE TIED TO THE CEILING AND ALL FARTITIONS GREATER THAN 6 FEET IN HEIGHT SHALL BE LATERALLY BRACED TO THE STRUCTURE.
BRACING SHALL BE INDEPENDENT OF THE CEILING SPLAY BRACING SYSIEM. SOURCE: ASCE 7-10 SECTION 13.5.8.1
C. ALL MAIN BEAMS ARE TO BE HEAVY DUTY (HD). SOURCE: ASTM E580 SEC110N 5.1.1
D. CEILINGS LESS THAN OR EQUAL TO 144 FT2 AND SURROUNDED BY WAL1S CONNECIED TO 1HE STRUCTURE ABOVE ARE EXEMPT FROM 1HE SEISMIC
DESIGN REQUIREMENTS. SOURCE ASTM E580 SECTION 1.4
E. THESE RECOMMENDATIONS ARE INTENDED FOR SUSPENDED CEILlNGS AND RELATED COMPONENTS IN AREAS THAT REQUIRE RESISTANCE TO THE EFFECTS
OF EARTHQUAKE MOTIONS. SOURCE: ASTM E580 SECiION 3.2 �p�Z,
F. ALL WIRE TiES ARE TO BE 1NREE TIGHT TURNS AROUND ITSELF WITHIN THREE INCHES. TWELVE GAGE HANGER WIRE SPACED 4 FOOT ON CENTER. '�:��;►!�T��'ED
SOURCE: ASiM C636 SECTION 2.3.4 AR'C'HITECT
G. CHANGES IN CEILING PLANES WILL REQUIRE POSITIVE BRACING. SOURCE: ASTM E580 SECTION 5.2.8.6
LATERAL FORCE BRACING
H. CEILINGS CONSTRUCTED OF SCREW-OR-NAIL-ATTACHED GYPSUM BOARD ON ONE LEVEL 1HAT ARE SURROUNDED BY AND CONNECTED TO WALLS OR
SOFFITS THAT ARE LAlERALLY BRACED TO THE STRUCIURE ABOVE ARE EXEMPT FROM SEISMIC DESIGN REQUIREMENTS. SOURCE: ASCE 7-10 SECTION FCRTHR`FfV AFT
13.5.6.2.2 EXCEPTIQN 2, ASTM E580 SECTION 1.7
I. CEILING AREAS OF 1000 FT2 OR LESS SHALL BE EXEMPT FROM LA1ER FORCE BRACING REQUIRE�IENTS. SOURCE: ASTM E580 SECTION 1.6 STATE OF WASHI
J. LATERAL FORCE BRACING SHALL BE 12 FEET ON CENTER (MAXIMUM) AND BEGIN NO FARTHER THAN 6 FEET FROM WALLS. SOURCE: ASTM E580 SECTION 2
5.2.8.2
K. SEISMIC SPLAY WiRES ARE TO BE FOUR 12 GAGE WIRES ATTACHED TO �liE MAIN BEAM. WIRES ARE ARRAYED 90' FROM EACH OTHER AND AT AN ANGLE
NOT EXCEEDING 45' FROM iHE PLANE OF 1HE CEILING. SOURCE: ASTM E580 SECTION 5.2.8.2
L. SEISMIC SPLAY WIRES SHALL BE ATfACHED TO THE GRID AND TO THE STRUCTURE IN SUCH A MANNER THAT THEY CAN SUPPORT A DESIGN LOAD OF Submittals/Revisions:
NOT LESS THAN 200 POUNDS OR �l-IE ACTUAL DESIGN LOAD, WITH A SAFETY FACTOR OF 2, WHICHEVER IS GREATER. SOURCE: CISCA ZONES 3-4
M. SPLAY WIRES ARE TO BE WITHIN 2 INCHES OF THE CONNECiION OF THE VERTICAL STRUT TO SUSPENDED CEILING. SOURCE: ASTM E560 SEC�ON 5.2.8.2
N. RIGID BRACING MAY BE USED IN LIEU OF SPLAY WIRES. SOURCE: ASTM E580 SECTION 5.2.8.4 FOR PERMIT 07 f 12/16
0. VERIICAL SiRUTS MUST BE POSITIVELY ATTACHED TO THE SUSPENSION SYSTEMS AND 1HE STRUCTURE ABOVE. SOURCE: ASTM E580 SECTION 5.2.8.2
P. THE VERi1CAL STRUT MAY BE EMT CONDUIT, METAL STUDS OR A PROPRIETARY COMPRESSION POST.
WALL MOLDINGS
Q. WALL MOLDINGS (PERIMETER CLOSURE ANGLES) ARE REQUIRED TO HAVE A HORIZONTAL FLANGE 2 INCHES WIDE. ONE END OF THE CEIUNG GRID SHALL
BE ATTACHED TO THE WALL MOLDING, THE OTHER END SHALL HAVE A'/ INCH CLEARANCE FROM 1HE WALL AND FREE TO SUDE. SOURCE: ASTM E580
SECTION 5.2.2, SECTION 5.2.3
SPREADER BARS
R. TERMINAL ENDS OF MAIN RUNNERS AND CROSS MEMBERS SHALL BE TIED TOGETHER OR HAVE SOME OTHER APPROVED MEANS TO PREVENT THEIR
SPREADING. STABILJZER BARS, CROSS TEES OR OTHER MEANS TO PREVENT SPREADING SHALL OCCUR WITHIN 8 IN. OF EACH WALL. SOURCE: ASTM E580
SECTION 5.2.4
S. SPREADER BARS ARE NOT REQUIRED AT PERIMETERS WHERE RUNNERS ARE ATTACHED DIRECTLY TO CLOSURE ANGLES. SPREADER BARS ARE NOT
REQUIRED IF A 90 DEGREE INTERSECIING CROSS OR MAIN IS WITHIN 8 INCHES OF THE PERIMETER WALL
HANGER (SUSPENSION) WIRES
T. HANGER AND PERIMETER WIRES MUST BE PLUMB WITHIN 1 IN 6 UNIESS (FlGURE 5A) COUNTER SLOPING WIRES ARE PROVIDED. SOURCE: ASTM C636
SECTION 2.1.4
U. HANGER WIRES SHALL BE 12 GAGE AND SPACED 4 FEET ON CENTER OR 10 GAGE SPACED 5 FEET ON CENTER. SOURCE: ASTM C636 SEC110N 2.1
V. ANY CONNECTION DEVICE AT 1HE SUPPORTiNG CONSTRUC110N SHALL BE CAPABLE OF CARRYING NOT LESS THAN 100 POUNDS. SOURCE: GSCA ZONES
3-4
W. TERMINAL ENDS OF EACH MAIN BEAM AND CROSS TEE MUST BE SUPPORTED IMIHIN 8 INCHES OF EACH WALL WITH A PERIMETER WIRE. SOURCE: ASTM
E580 SECTION 5.2.6
X. WIRES SHALL NOT ATTACH TO OR BEND AROUND INTERFERING MATERIAL OR EQUIPMENT. A TRAPEZE OR EQUIVALENT DEVICE SHAI.L BE USED WHERE Sheet Title: WALL TYPES &
OBSIRUCTIONS PRECLUDE DIRECT SUSPENSION. TRAPEZE SUSPENSIONS SHALL BE SIZED TO RESIST THE DEAD LOAD AND LATERAL FORCES APPROPRIATE
FOR THE SEISMIC CATEGORY. SOURCE: ASTM E580 SECiION 5.2.7.4
ELECTRICAL FIXTURES CEILING DETAILS
Y. LIGHT FlXTURES YVEIGHING LESS THAN 10 POUNDS SHALL HAVE ONE 12 GAGE HANGER IMRE CONNECTED FROM 1HE FlXTURE TO THE STRUCTURE ABOVE.
THIS W1RE MAY BE SLACK. SOURCE: AS1M E580 SECTION 5.3.4 Date:
Z. IJGHT FlXTURES WEIGHING MORE THAN 10 POUNDS AND LESS THAN 56 LBS SHALL HAVE TWO 12 GAGE WIRES ATTACHED AT OPPOSING CORNERS OF THE 03/01/16
LIGHT FlXTURE TO THE STRUCTURE ABOVE. THESE WIRES MAY BE SLACK. SOURCE: ASTM E580 SECTION 5.3.5
AA. LIGHT FlXTURES WEIGHING MORE THAN 56 LBS. SHALL BE SUPPORTED DIRECTLY FROM THE STRUCTURE ABOVE BY APPROVED HANGERS. SOURCE: As� Design:
E580 SECTION 5.3.6
AB. PENDANT MOUNIID FlXTURES SHALL BE DIRECTLY SUPPORTED FROM THE STRUCTURE ABOVE USING A 9 GAGE WIRE OR AN APPROVED ALTERNAlE
SUPPORT V4ITHOUT USING THE CEILJNG SUSPENSION SYSTEM FOR DIRECT SUPPORT. SOURCE: ASTM E580 SECTION 5.3.7 Drawn:
AC. TANDEM FlXTURES MAY U1ILIZE COMMON WIRES.
MECHANICAL SERVICES Pro ect No:
AD. TERMINALS OR SERVICES WEIGHING LESS THAN 20 LBS. SHALL BE POSITIVELY ATTACHED TO THE CEILING SUSPENSION MAIN RUNNERS OR TO CROSS J 16-090.06
RUNNERS THAT HAVE THE SAME CARRYING CAPACITY AS THE MAIN RUNNERS. SOURCE: ASTM E580 SECTION 5.4.1
AE. TORTHE CEI�GSSYSTEM HAN E�RS OR THE STRUCTURE AB01/E.ATHESE WIRES M Y BE SLACKASOURCETASIM�E5 O�SEC110N 5.4.2 S CONNECTING THEM Approved:
AF. TERMINALS OR SERVICES WEIGHING MORE 1HAN 56 LBS. SHALL BE SUPPORTED DIRECTLY FROM THE STRUCTURE ABOVE BY APPROVED HANGERS.
SOURCE: ASTM E580 SECTION 5.4.3 B u i I d i n g N o:
SEISMIC SEPARATION JOINTS
AG. FOR CEILING AREAS EXCEEDING 2,500 SQUARE FEET, A SEISMIC /�RAl10N T 0 LL HEIGHT WALL PART1T10N TH REAK E CEILING LL
BE PROVIDED UNLESS ANALYSES ARE PERFORMED OF hIE CEI G TEM LOSU ANGLES AND 11 TO OVID
CLEARANCE. SOURCE: ASCE 7-10 SECTION 13.5.6.2.2 B
SPRINKLERS Sheet No: e
AH. FOR CEILINGS WITHOUT RIGID BRACING, SPRINKLER HEAD PENETR NS S VE C VERS I LEE AP 0
CEtUNG 11LE TO ALLOW FREE MOVEMENT OF AT LEAST t INCH IN H DI HE SIG CAN , � COPYRIGHT CRAFf ARCHITECTS 2016
FREE MOVEMENT SHALL 8E PERMITTED AS AN ALTERNATE. SOUR E5 CTl .5