HomeMy WebLinkAboutPermit D15-0262 - HABITAT FOR HUMANITY - TENANT IMPROVEMENTHABITAT FOR HUMANITY
1185 ANDOVER PARK W
EXPIRED 07/06/I6
D15-0262
City of Tukwila
' Department of Community Development
• 6300 Southcenter Boulevard, Suite #100
Tukwila, Washington 98188
Phone: 206-431-3670
Inspection Request Line: 206-438-9350
Web site: http://www.TukwilaWA.gov
DEVELOPMENT PERMIT
Parcel No: 3523049093 Permit Number: D15-0262
Address: 1185 ANDOVER PARK W Issue Date: 10/30/2015
Permit Expires On: 4/27/2016
Project Name: HABITAT FOR HUMANITY
Owner:
Name:
ICON OWNER POOL 1 WEST LLC
Address:
2 N RIVERSIDE STE 2350, CHICAGO,
WA, 60606
Contact Person:
Name:
PAUL ENGERT
Phone: (206) 720-7001
Address:
2505 THIRD AVE SUITE 324, SEATTLE,
WA, 98121
Contractor:
Name:
WALSH CONSTRUCTION CO II LLC
Phone: (312) 563-5400
Address:
929 W ADAMS ST ATTN: RYAN CULL,
CHICAGO, IL, 60607
License No:
WALSHCC907PR
Expiration Date: 10/18/2016
Lender:
Name:
HABITAT FOR HUMANITY
Address:
560 NATCHES SE, RENTON, WA,
98057
DESCRIPTION OF WORK:
TENANT ALTERATION CONSISTING OF NON-STRUCTURAL EXPANSION OF EXISTING OFFICE SPACE WITHIN
EXISTING WAREHOUSE AND INFILL DOCK -HIGH DOOR WITH MATCHING STOREFRONT
Project Valuation: $22,000.00 Fees Collected: $891.06
Type of Fire Protection: Sprinklers:
Fire Alarm:
Type of Construction: VB Occupancy per IBC: M
Electrical Service Provided by: TUKWILA FIRE SERVICE Water District: TUKWILA
Sewer District: TUKWILA SEWER SERVICE
Current Codes adopted by the City of Tukwila:
International Building Code Edition:
2012
National Electrical Code:
2014
International Residential Code Edition:
2012
WA Cities Electrical Code:
2014
International Mechanical Code Edition:
2012
WAC 296-46B:
2014
Uniform Plumbing Code Edition:
2012
WA State Energy Code:
2012
International Fuel Gas Code:
2012
Public Works Activities:
Channelization/Striping:
Curb Cut/Access/Sidewalk:
Fire Loop Hydrant:
Flood Control Zone:
Hauling/Oversize Load:
Land Altering: Volumes: Cut: 0 Fill: 0
Landscape Irrigation:
Sanitary Side Sewer: Number: 0
Sewer Main Extension:
Storm Drainage:
Street Use:
Water Main Extension:
Water Meter: No
Permit Center Authorized Signature: Date: 0 `� J
I hearby certify that I have read and examined this permit and know the same to be true and correct. All
provisions of law and ordinances governing this work will be complied with, whether specified herein or not.
The granting of this permit does not presume to give authority to violate or cancel the provisions of any other
state or local laws regulating construction or the performance of work. I am authorized to sign and obtain this
development permit and agree to the conditions attache to this permit.
Signature: Date: C� S
Print Name:
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: All construction shall be done in conformance with the Washington State Building Code and the
Washington State Energy Code.
5: 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.
6: Remove all demolition rubble and loose miscellaneous material from lot or parcel of ground, properly cap
the sanitary sewer connections, and properly fill or otherwise protect all basements, cellars, septic tanks,
wells, and other excavations. Final inspection approval will be determined by the building inspector based
on satisfactory completion of this requirement.
7: 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).
8: All electrical work shall be inspected and approved under a separate permit issued by the City of Tukwila
Permit Center.
9: 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.
10: All mechanical work shall be inspected and approved under a separate permit issued by the City of Tukwila
Permit Center (206/431-3670).
15: The total number of fire extinguishers required for an ordinary hazard occupancy with Class A fire hazards is
calculated at one extinguisher for each 1,500 sq. ft. of area. The extinguisher(s) should be of the "All
Purpose" (3A, 40B:C) dry chemical type. Travel distance to any fire extinguisher must be 75' or less. (IFC
906.3) (NFPA 10, 5.4)
14: 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)
11: 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)
12: 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. (IFC906.5)
13: 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)
16: 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)
17: 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)
18: Exit hardware and marking shall meet the requirements of the International Fire Code. (IFC Chapter 10)
19: Door handles, pulls, latches, locks and other operating devices on doors required to be accessible by
Chapter 11 of the International Building Code shall not require tight grasping, tight pinching or twisting of
the wrist to operate. (IFC 1008.1.9.1)
20: 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)
24: 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)
22: Sprinklers shall be installed under fixed obstructions over 4 feet (1.2 m) wide. (NFPA 13-8.6.5.3.3)
21: 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).
25: 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)
26: Maintain fire alarm system audible/visual notification. Addition/relocation of walls or partitions may
require relocation and/or addition of audible/visual notification devices. (City Ordinance #2437)
27: An electrical permit from the City of Tukwila Building Department Permit Center (206-431-3670) is required
for this project.
28: 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.
23: Contact The Tukwila Fire Prevention Bureau to witness all required inspections and tests. (City Ordinances
#2436 and #2437)
29: Any overlooked hazardous condition and/or violation of the adopted Fire or Building Codes does not imply
approval of such condition or violation.
30: These plans were reviewed by Inspector 511. If you have any questions, please call Tukwila Fire Prevention
Bureau at (206)575-4407.
PERMIT INSPECTIONS REQUIRED
Permit Inspection Line: (206) 438-9350
1700
BUILDING FINAL"
1400
FIRE FINAL
0409
FRAMING
0606
GLAZING
V
CITY OF TUKWILA
Community Development Department
• Public Works Department
• Permit Center
6300 Southcenter Blvd., Suite 100
Tukwila, WA 98188
http://www.TukwilaWA.jzov
Building Permit No.
Project No.
Date Application Accepted:
Date Application Expires:
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"
SITE LOCATION
King Co Assessor's Tax No.: 3523049093
Site
Tenant Name:
1185 ANDOVER PARK WEST
HABITAT FOR HUMANITY
PROPERTY OWNER
Name: KIDDER MATHEWS
Address: 631 STRANDER BLVD., SUITE 6
City: TUKWILA State: WA Z'p: 98188
CONTACT PERSON — person receiving all project
communication
Name: PUAL ENGERT
Address: 2505 THIRD AVENUE, SUITE 324
City: SEATTLE State: WA Zip: 98121
Phone: (206) 720-7001 Fax: (206) 720-2949
Email: pAUL@CRAFTARCHITECTS.COM
GENERAL CONTRACTOR INFORMATION
Company Name: WALSH PACIFIC
Address: 16400 SOUTHCENTER PKWY, STE 501
City: SEATTLE State: WA Zip: 98188
Phone: (206) 394-7304 Fax:
Contr Reg No.: Exp Date:
Tukwila Business License No.:
H:\Applications\Forms-Applications On Line\2011 ApplicationsTermit Application Revised - 8-9-11.doea:
Revised: August 2011
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Suite Number: Floor:
New Tenant: m .....Yes 0-No
ARCHITECT OF RECORD
Company Name: CRAFT ARCHITECTS
Architect Name: CATHY M. CRAFT
Address: 2505 THIRD AVENUE, SUITE 324
City: SEATTLE State: WA Zip: 98121
Phone: (206) 720-7001 Fax: (206) 720-2949
Email: pAUL@CRAFTARCHITECTS.COM
ENGINEER OF RECORD
Company Name:
Engineer Name:
Address:
City: State: Zip:
Phone: Fax:
Email:
LENDER/BOND ISSUED (required for projects $5,000 or
greater per RCW 19.27.095)
Name: LIA
Address: �. .
City: PWVVtJ State: j Zip: G
Page 1 of 4
I4
BUILDING PERMIT INFORMATION — 206-431-3670
Valuation of Project (contractor's bid price): $ 22,000 Existing Building Valuation: $
Describe the scope of work (please provide detailed information):
TENANT ALTERATION CONSISTING OF: NON-STRUCTURAL EXPANSION OF EXISTING OFFICE SPACE WITHIN
EXISTING WAREHOUSE AND INFILL DOCK -HIGH DOOR WITH MATCHING STOREFRONT
Will there be new rack storage? 0..... Yes ❑.. No If yes, a separate permit and plan submittal will be required.
Provide All Building Areas in Square Footage Below
Existing
Interior Remodel
Addition to
Existing
Structure
New
Type of
Construction per
IBC
Type of
Occupancy per
IBC
Floor
18,661
60
2 Id Floor
3'd Floor
Floors thru
Basement
Accessory Structure*
Attached Garage
Detached Garage
Attached Carport
Detached Carport
Covered Deck
Uncovered Deck
PLANNING DIVISION:
Single family building footprint (area of the foundation of all structures, plus any decks over 18 inches and overhangs greater than 18 inches)
*For an Accessory dwelling, provide the following:
Lot Area (sq ft): Floor area of principal dwelling: Floor area of accessory dwelling:
*Provide documentation that shows that the principal owner lives in one of the dwellings as his or her primary residence.
Number of Parking Stalls Provided: Standard: Compact: Handicap:
Will there be a change in use? El ....... Yes Z....... No If "yes", explain:
FIRE PROTECTION/HAZARDOUS MATERIALS:
❑ ....... Sprinklers ❑ ....... Automatic Fire Alarm ❑ .......None ❑ .......Other (specify)
Will there be storage or use of flammable, combustible or hazardous materials in the building? ID ....... Yes ❑ .......No
If "yes, attach list of materials and storage locations on a separate 8-112"x 11 "paper including quantities and Material Safety Data Sheets.
SEPTIC SYSTEM
❑....... On -site Septic System — For on -site septic system, provide 2 copies of a current septic design approved by King County Health
Department.
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Revised: August 2011
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Page 2 of 4
PUBLIC WORKS PERMIT INFORMATION — 206-433-0179
Scope of Work (please provide detailed information):
N/A
Call before you Dig: 811
Please refer to Public Works Bulletin #1 for fees and estimate sheet.
Water District
❑ ...Tukwila ❑ ... Water District # 125 ❑ .. Highline ❑ .. Renton
❑ ...Water Availability Provided
Sewer District
❑ ...Tukwila ❑...Valley View ❑ .. Renton ❑ .. Seattle
❑ ...Sewer Use Certificate ❑... Sewer Availability Provided
Septic System:
❑ On -site Septic System — For on -site septic system, provide 2 copies of a current septic design approved by King County Health Department.
Submitted with Application (mark boxes which an
❑ ...Civil Plans (Maximum Paper Size — 22" x 34"
❑ ...Technical Information Report (Storm Drainage) ❑ .. Geotechnical Report ❑ ...Traffic Impact Analysis
❑ ...Bond ❑ .. Insurance El.. Easement(s) ❑ .. Maintenance Agreement(s) ❑ ...Hold Harmless — (SAO)
❑ ...Hold Harmless — (ROW)
Proposed Activities (mark boxes that apply):
❑ ...Right-of-way Use - Nonprofit for less than 72 hours ❑ .. Right-of-way Use - Profit for less than 72 hours
❑ ...Right-of-way Use - No Disturbance ❑ .. Right-of-way Use — Potential Disturbance
❑ ...Construction/Excavation/Fill - Right-of-way ❑
Non Right-of-way ❑
❑ ...Total Cut cubic yards
❑ ...Total Fill cubic yards
❑ ...Sanitary Side Sewer ❑
❑ ...Cap or Remove Utilities ❑
❑ ...Frontage Improvements ❑
❑ ...Traffic Control ❑
❑ ...Backflow Prevention - Fire Protection
Irrigation "
Domestic Water
❑ .. Work in Flood Zone
❑ .. Storm Drainage
Abandon Septic Tank
Curb Cut
Pavement Cut
Looped Fire Line
11
❑ ...Permanent Water Meter Size...
WO #
❑ ...Temporary Water Meter Size..
WO #
❑ ...Water Only Meter Size............
WO #
❑ ...Sewer Main Extension.............Public ❑
Private ❑
❑ ...Water Main Extension.............Public ❑
Private ❑
FINANCE INFORMATION
Fire Line Size at Property Line
❑ ...Water ❑ ...Sewer
Monthly Service Billina to:
❑ .. Grease Interceptor
❑ .. Channelization
❑ .. Trench Excavation
❑ .. Utility Undergrounding
❑ ...Deduct Water Meter Size
Number of Public Fire Hydrant(s)
❑ ...Sewage Treatment
Day Telephone:
Mailing Address:
City State Zip
Water Meter Refund/Billing:
Day Telephone:
Mailing Address:
City State Zip
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Revised: August 2011 Page 3 of 4
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PERMIT APPLICATION NOTES —
Value of Construction — In all cases, a value of construction amount should be entered by the applicant. This figure will be reviewed and is subject
to possible revision by the Permit Center to comply with current fee schedules.
Expiration of Plan Review — Applications for which no permit is issued within 180 days following the date of application shall expire by limitation.
The Building Official may grant one or more extensions of time for additional periods not exceeding 90 days each. The extension shall be
requested in writing and justifiable cause demonstrated. Section 105.3.2 International Building Code (current edition).
I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE UNDER
PENALTY OF PERJURY BY THE LAWS OF THE STATE OF WASHINGTON, AND I AM AUTHORIZED TO APPLY FOR THIS PERMIT.
BUILDING OWNER OR AUTHORIZED AGENT:
Paul Engert
ii nnature� °^ °°
Date: 10/01 /2015
Print Name: PAUL ENGERT Day Telephone: (206) 720-7001
Mailing Address: 2505 THIRD AVENUE, SUITE 324 SEATTLE WA 98121
City State Zip
HAApplicationsWornts-Applications On Line1201 I ApplicationsTemdt Application Reused - 8-9.11.dom
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DESCRIPTIONS
PermitTRAK
ACCOUNT QUANTITY
PAID
$552.08
D15-0262 Address: 1185 ANDOVER PARK W Apn: 3523049093
$552.08
DEVELOPMENT
$526.00
PERMIT FEE
R000.322.100.00.00
0.00
$521.50
WASHINGTON STATE SURCHARGE
13640.237.114
0.00
$4.50
TECHNOLOGY FEE
$26.08
TECHNOLOGY FEE
TOTALR6547
R000.322.900.04.00 0.00
$26.08
$552.08
Date Paid: Friday, October 30, 2015
Paid By: HABITAT FOR HUMANITY
Pay Method: CHECK 15161
Printed: Friday, October 30, 2015 3:15 PM 1 of 1
rwSYS7EM5
Date Paid: Monday, October 05, 2015
Paid By: CYDNIE HORWAT
Pay Method: CREDIT CARD 06487A
Printed: Monday, October 05, 2015 11:05 AM 1 of 1
CRSY57EM5
INSPECTION RECORD �� ����
Retain a copy with permit
INSPECTION NO. PERM;T NO.
CITY OI= TUKWILA BUILDING DIVISION
6300 Southcenter Blvd., #100, Tukwila. WA 93188 (206) 431-3670
Permit Inspection Request Line (206) 438-9350
Project- A�
Type of inspect" n:
Address:
,v ve-�-
Date Called:
Special Instructions:
Date Wanted: I.
Requester:
Phone ��No:
Approved per applicable codes. El Corrections required prior to approval.
COMMENTS:
w44s o tl
REINSPECTION FEE REQUIRED. Prior to next inspection. fee must be
paid at 6300 Southcenter Blvd., Suite 100. Catt to schedule reinspection.
City of Tukwila Allan Ekberg, Mayor
Department of Community Development Jack Pace, Director
6/1/2016
PAUL ENGERT
2505 THIRD AVE SUITE 324
SEATTLE, WA 98121
RE: Permit No. D 15-0262
HABITAT FOR HUMANITY
1185 ANDOVER PARK W
Dear Permit Holder:
In reviewing our current records, the above noted permit has not received a final inspection by the City of Tukwila Building
Division. Per the International Building Code, International Mechanical Code, Uniform Plumbing Code and/or the National Electric
Code, every permit issued by the Building Division under the provisions of these codes shall expire by limitation and become null
and void if the building or work authorized by such permit has not begun within 180 days from the issuance date of such permit, or if
the building or work authorized by such permit is suspended or abandoned at any time after the work has begun for a period of 180
days. Your permit will expire on 7/6/2016.
Based on the above, you are hereby advised to:
1) Call the City of Tukwila Inspection Request Line at 206-438-9350 to schedule for the next or final inspection. Each
inspection creates a new 180 day period, provided the inspection shows progress.
IBM
2) Submit a written request for permit extension to the Permit Center at least seven(7) days before it is due to expire.
Address your extension request to the Building Official and state your reason(s) for the need to extend your permit.
The Building Code does allow the Building Official to approve one extension of up to 180 days. If it is determined that your
extension request is granted, you will be notified by mail.
In the event you do not call for an inspection and/or receive an extension prior to 7/6/2016, your permit will become null and void
and any further work on the project will require a new permit and associated fees.
Thank you for your cooperation in this matter.
Sincerely,
PAO& V
Avit)
Rachelle Ripley
P Y
Permit Technician
File No: D15-0262
6300 Southcenter Boulevard Suite #100 0 Tukwila, Washington 98188 • Phone 206-431-3670 • Fax 206-431-3665
PERMIT COORD COPY
PLAN REVIEW/ROUTING SLIP
PERMIT NUMBER: D15-0262
DATE: 10/05/15
PROJECT NAME: HABITAT FOR HUMANITY
SITE ADDRESS: 1185 ANDOVER PARK W
X Original Plan Submittal Revision # before Permit Issued
Response to Correction Letter # Revision # after Permit Issued
DEPARTMENTS:
(/ Id-1-10� /�'h� Awl lo-1-(6 CPL A)1A 10-6-/.S
B ing Division ® Fire Prevention to Planning Division IN
Public Works Structural ❑ Permit Coordinator 01
PRELIMINARY REVIEW: DATE: 10/06/15
Not Applicable ❑ Structural Review Required ❑
(no approval/review required)
REVIEWER'S INITIALS: DATE:
APPROVALS OR CORRECTIONS:
DUE DATE: 11/03/15
Approved ❑ Approved with Conditions 1�r
Corrections Required ❑
(corrections entered in Reviews)
Notation:
REVIEWER'S INITIALS:
Denied ❑
(ie: Zoning Issues)
197.V41:1
Permit Center Use Only
CORRECTION LETTER MAILED:
Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials:
12/18/2013
WALSH CONSTRUCTION CO II '
Page 1 of 2
Home, Iriieio to .Espanol Contact
Safety
Washington State Department of
Labor & Industries
WALSH CONSTRUCTION CO II LLC
Owner or tradesperson
Principals
WALSH, SEAN, MANAGER
Doing business as
WALSH CONSTRUCTION CO II LLC
WA UBI No.
603 060 702
Parent company
WALSH CONSTRUCTION GROUP LLC
License
A-! Index Help My Secure I.,&I
Claims & Insurance Workplace Rights Trades & Licensing
929 W ADAMS ST
ATTN: RYAN CULL
CHICAGO, IL60607
312-563-5400
Business type
Limited Liability Company
Governing persons
WALSH CONSTRUCTION G
SEAN C WALSH;
Verify the contractor's active registration / license / certification (depending on trade) and any past violations.
Construction Contractor. Active.
........................_......................................... _... _
Meets current requirements.
License specialties
GENERAL
License no.
WALSHCC907PR
Effective — expiration
10/18/2010-1011812016
Bond
................
TRAVELERS CAS & SURETY CO
$12,000.00
Bond account no.
100900200201037
Received by L&I
Effective date
10/18/2010
10/15/2010 .
Expiration date
Until Canceled
Insurance
Arch Insurance Co
$1,000,000.00
Policy no.
41 PKG8901909
Received by L&I
Effective date
06/01 /2015
06101 /2015
Expiration date
06/01/2016
Insurance history
Savings
No savings accounts during the previous 6 year period.
Lawsuits against the bond or savings
No lawsuits against the bond or savings accounts during the previous 6 year period.
L&I Tax debts
https://secure.Ini.wa.gov/verify/Detail.aspx?UBI=603050702&LIC=WALSHCC907PR&SAW= 10/30/2015
ABBREVIATIONS
V
ANGLE
FLUOR
FLUORESCENT
PS
PAINT SYSTEM
t
CENTER LINE
FM
FACTORY MUTUAL
PSF
POUNDS PER SQUARE FOOT
0
DIAMETER OR ROUND
FOC
FACE OF CONCRETE
PSI
POUNDS PER SQUARE INCH
#
NUMBER OR POUND
FOF
FACE OF FINISH
PT
PRESSURE TREATED
j
PENNY
FOIC
FURNISHED BY OWNER
PTD
PAPER TOWEL DISPENSER
1
PERPENDICULAR
INSTALLED BY CONTRACTOR
PTD/R
PAPER TOWEL DISPENSER
It
PLATE
F010
FURNISHED BY OWNER
AND RECEPTACLE
INSTALLED BY OWNER
PTN
PARTITION
AB
ANCHOR BOLT
FOS
FACE OF STUD
PTR
PAPER TOWEL RECEPTACLE
AC
ACOUSTICAL
FS
FULL SIZE
PVMT
PAVEMENT
A/C
AIR CONDITIONING
FT
FEET
ACP
ACOUSTICAL CEILING PANEL
FTG
FOOTING
QT
QUARRY TILE
ACT
ACOUSTICAL TILE
FTIC
FURNISHED BY TENANT
ADH
ADHESIVE
INSTALLED BY CONTRACTOR
R
RISER
ADJ
ADJACENT
FTIO
FURNISHED BY TENANT
RA
RETURN AIR
AF
ACCESS FLOOR
INSTALLED BY OWNER
RAD
RADIUS
AFF
AT/ABOVE FINISH FLOOR
FURR
FURRING
R&S
ROD & SHELF
AHJ
AUTHORITY HAVING JURISDICTION
FUT
FUTURE
RB
RESILIENT BASE
AL
ALUMINUM
FUTURE-
FUTURE ROUGH IN ONLY
RCP
REFLECTED CEILING PLAN
ALT
ALTERNATE
RIO
RD
ROOF DRAIN
AP
ACCESS PANEL
RD/O
ROOF DRAIN OVERFLOW
APC
ACOUSTICAL PANEL CEILING
GA
GAGE
REBAR
REINFORCING BAR
APPROX
APPROXIMATE
GALV
GALVANIZED
REF
REFERENCE
ARCH
ARCHITECTURAL
GB
GRAB BAR
REFR
REFRIGERATOR
ASPH
ASPHALT
GC
GENERAL CONTRACTOR
REINF
REINFORCED
BD
BOARD
GL
GLASS OR GLAZING
REQ'D
REQUIRED
BETW
BETWEEN
GLB
GLU-LAM BEAM
REV
REVISION
BLK
BLOCK
GND
GROUND
RH
RIGHT HAND OR ROBE HOOK
BLDG
BUILDING
GR
GRADE
RESIL
RESILIENT
BM
BEAM
GWB
GYPSUM WALL BOARD
RM
ROOM
BRG
BEARING
RO
ROUGH OPENING
BOT
BOTTOM
HB
HOSE 818
RT
RESILIENT TILE
BSMT
BASEMENT
HC
HOLLOW CORE OR HANDICAP
RUB
RUBBER
BUR
BUILT UP ROOF
HDR
HEADER
RW
RAIN WATER
HDWD
HARDWOOD
RWL
RAIN WATER LEADER
HDWE
HARDWARE
CAB
CABINET
HM
HOLLOW METAL
S
SOUTH
CB
CATCH BASIN
HORIZ
HORIZONTAL
SC
SOLID CORE
CBU
CEMENTITIOUS BACKER UNIT
HR
HT
HOUR
HEIGHT
SCD
SEAT COVER DISPENSER
CEM
CEMENT
HTG
HEATING
SCHD
SD
SCHEDULE
SOAP DISPENSER
CER
CERAMIC
HVAC
HEATING/VENTILATION/
SECT
SECTION
CFM
CUBIC FEET PER MINUTE
AIR CONDITIONING
SF
SQUARE FEET
CFT
CONDUCTIVE FLOOR TILE
HWH
HOT WATER HEATER
SHTG
SHEATHING
CG
CORNER GUARD
CHBD
CHALK BOARD
IBC
INTERNATIONAL BUILDING CODE
SIM
SNK
SIMILAR
SINK
Cl
CAST IRON
ID
INSIDE DIAMETER/
SLR
SEALER
CJT
CONTROL JOINT
DIMENSION
SND
SANITARY NAPKIN
CLF
CHAIN LINK FENCE
IEC
INTERNATIONAL ELECTRIC
DISPENSER
CLG
CJ
CEILING
CONSTRUCTION JOINT
IFC
CODE COUNCIL
INTERNATIONAL FIRE CODE
SNR
SANITARY NAPKIN
CLK
CAULKING
IG
INSULATED GLAZING
SPEC
RECEPTACLE
SPECIFICATION
CLO
CLOSET
IHM
INSULATED HOLLOW METAL
SQ
SQUARE
CLR
CMU
CLEAR
CONCRETE MASONRY UNIT
IN
INCL
INCH
INCLUDE
SST
STAINLESS STEEL
CNTR
COUNTER
INSUL
INSULATION
SSK
ST
SERVICE SINK
STONE/STONE TILE
CO
CLEANOUT
INT
INTERIOR
STA
STATION
COL
COLUMN
IPC
INTERNATIONAL PLUMBING CODE
STC
SOUND TRANSMISSION
CONC
CONCRETE
CONSTR
CONSTRUCTION
JAN
JANITOR
STD
CLASS
STANDARD
CONT
CONTINUOUS
JT
JOINT
STL
STEEL
CORR
CORRIDOR
CPT
CARPET
KIT
KITCHEN
STOR
STORAGE
CT
CERAMIC TILE
KO
KNOCK OUT
STRL
SUSP
STRUCTURAL
SUSPENDED
CTR
CENTER
KS
KNEE SPACE
SV
SHEET VINYL
CY
CUBIC YARD
SYM
SYMMETRICAL
LAM
LAMINATE
DBL
DOUBLE
LAV
LAVATORY
T
TREAD
DEPT
DEPARTMENT
LB
LAG BOLT
TB
TOWEL BAR
DF
DRINKING FOUNTAIN(W/O COOLER)
LF
LINEAL FOOT
T&B
TOP & BOTTOM
DIA
DIAMETER
LG
LENGTH
TG
TEMPERED GLASS
DIAG
DIAGONAL
LH
LEFT HAND
THK
THICK
DIM
DIMENSION
LINO
LINOLEUM
TIG
TEMPERED INSULATED
DISP
DISPENSER
LKR
LOCKER
GLAZING
DN
DOWN
LT
LIGHT
TO
TOP OF
DR
DOOR OR DRAIN
TOC
TOP OF CONCRETE
DTL
DETAIL
MACH
MACHINE
TOP
TOP OF PAVEMENT
DWR
DRAWER
MATL
MATERIAL
TOS
TOP OF STEEL
DS
DOWNSPOUT
MAX
MAXIMUM
TOSL
TOP OF SLAB
DW
DISHWASHER
MECH
MECHANICAL
TOW
TOP OF WALL
DWG
DRAWING
MEZZ
MEZZANINE
TPD
TOILET PAPER DISPENSER
MFR
MANUFACTURER
TPH
TOILET PAPER HOLDER
E
EAST
MH
MANHOLE
TPTN
TOILET PARTITION
EA
EACH
MIN
MINIMUM
TS
TUBULAR STEEL
EB
EXPANSION BOLT
MIR
MIRROR
TV
TELEVISION
EJ
EXPANSION JOINT
MISC
MISCELLANEOUS
TYP
TYPICAL
EL
ELEVATION
MLD
MOLDING
ELEC
ELECTRIC
MRGWS
MOISTURE RESISTANT GWB
UL
UNDERWRITERS LABORATORY
ELEV
ELEVATOR
MTD
MOUNTED
UNF
UNFINISHED
EM
ENTRY MAT
MTL
METAL
UON
UNLESS OTHERWISE NOTED
EMER
EMERGENCY
MULL
MULLION
UR
URINAL
ENCL
ENCLOSURE OR ENCLOSED
EP
ELECTRICAL PANEL
N
NORTH
VAR
VARIES
EWC
ELECTRIC WATER COOLER
NIC
NOT IN CONTRACT
VCT
VINYL COMPOSITION TILE
EPX
EPDXY
NO/#
NUMBER
VERT
VERTICAL
EQ
EQUAL
NOM
NOMINAL
VEST
VESTIBULE
EQUIP
EQUIPMENT
NTS
NOT TO SCALE
VIN
VINYL
EST
ESTIMATE
OA
OVERALL
VWC
VINYL WALL COVERING
EX
EXPANSION
OC
ON CENTER
EXIST
EXISTING
OD
OUTSIDE DIAMETER/
W
WEST
EXT
EXTERIOR
DIMENSION
W/
WITH
FA
FIRE ALARM
OFF
OFFICE
W/O
WC
WITHOUT
WATER CLOSET
FAO
FURNISHED BY OTHERS
OH
OVERHEAD
WD
WOOD
FCIC
FURNISHED BY CONTRACTOR
OPH
OPNG
OPPOSITE HAND
OPENING
WF
WIDE FLANGE
INSTALLED BY CONTRACTOR
OPP
OPPOSITE
WG
WIRE GLASS
FCTY
FACTORY
WHSE
WAREHOUSE
FD
FLOOR DRAIN
PERP
PERPENDICULAR
WP
WATER PROOF
FDN
FOUNDATION
PFN
PREFINISHED
WR
WATER RESISTANT
FE
FIRE EXTINGUISHER
PL
PLATE OR PROPERTY LINE
WSCT
WAINSCOT
FEC
FIRE EXTINGUISHER CABINET
PLAM
PLASTIC LAMINATE
WEIGHT
FF
FACTORY FINISH
PLYWD
PLYWOOD
FIN
FINISH
PNL
PANEL
XFMR
TRANSFORMER
FL
FLOOR
PNT
PAINT
YD
YARD
FLG
FLASHING
PR
PAIR
SYMBOLS
COLUMN LINE/GRID LINE
DOOR/RELITE NUMBER
CORRESPONDS TO ROOM ENTERING
1078
OX
KEY NOTE
Wj
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
SHEET WHERE SECTION IS DRAWN
DETAIL SECTION
SECTION IDENTIFICATION
SHEET WHERE SECTION IS DRAWN
X DETAIL OR ENLARGED PLAN
AU DETAIL IDENTIFICATION
SHEET WHERE DETAIL IS DRAWN
GENERAL NOTES
NDO 'NINDOW SYMBOL
A INTERIOR ELEVATION(S)
D AX.X B--- ELEVATION IDENTIFICATION
SHEET WHERE ELEVATION IS
DRAWN
TITLE ROOM IDENTIFICATION
TITLE2
TITLE3 ROOM NAME'
ROOM ROOM NO.
FINISHED CEILING HEIGHT
— — PROPERTY LINE
j8 NEW OR FINISHED CONTOURS
71 EXISTING CONTOURS
TOP OF WALL
G 1 TOP OF CURB
15 k TOP OF PAVEMENT
PNSTHT
N
PROJECT NORTH
DENOTES CHANGE IN
7,-0" ELEVATION
PT FINISH SYMBOL
2
1. THE GENERAL CONTRACTOR SHALL BE SOLELY AND COMPLETELY RESPONSIBLE FOR CONDITIONS ON THE JOB SITE, INCLUDING THE SAFETY OF ALL
PERSONS, PROPERTY, AND FOR ALL NECESSARY INDEPENDENT ENGINEERING REVIEWS OF THESE CONDITIONS, AND FOR COMPLIANCE WITH O.S.H.A.
SAFETY STANDARDS. ARCHITECTS AND THEIR CONSULTANTS' JOB SITE OBSERVATIONS ARE NOT INTENDED TO INCLUDE REVIEW OF THE ADEQUACY OF
THE CONTRACTOR'S SAFETY MEASURES.
2. EACH CONTRACTOR SHALL FAMILIARIZE THEMSELVES WITH ALL SPECIFIED PRODUCTS RELATING TO THEIR WORK. THE( ARE TO SUBMIT WRITTEN
OBJECTIONS PRIOR TO BIDDING, IF THE CONTRACTOR HAS AN OBJECTION TO ANY PRODUCT AND/OR DISCREPANCIES BETWEEN 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 BETWEEN ACTUAL FIELD CONDITIONS AND CONSTRUCTION DOCUMENTS. ALL WORK 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 REGUIRED SUBMITTAL DOCUMENTS
INFORMATION SHALL BE PROVIDED FOR REVIEW BY THE REGULATING AUTHORITIES AND BY THE OWNER/TENANT/ARC-IITECT 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 BE IN CONFORMANCE WITH THE APPROVED PLANS AND PROJECT SPECIFICATIONS. THE APPROVED, PERMITTED, STAMPED
PLANS ARE TO REMAIN ON SITE AT ALL TIMES. ANY MODIFICATIONS TO WORK SHALL BE INDICATED ON FIELD "AS -BUILT„ SET OF DOCUMENTS.
8. DIMENSIONS ARE TO FACE OF STUD, CONCRETE, OR MASONRY UON.
9. DO NOT SCALE DRAWINGS; DIMENSIONS GOVERN.
10. WHEN CONSTRUCTION DETAILS ARE NOT SHOWN OR NOTED FOR ANY PART OF THE WORK, DETAILS SHALL BE THE 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 DETAILED 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 FRAMED WALLS AT 10'-0" O.C. AND ALSO AT ANY LOCATION WHERE WALL FRAMING PENETRATES
CEILINGS. REFER TO IBC SEC. 708 FIRE BLOCKING AND DRAFT STOPS FOR CONSTRUCTION.
16. PATCH AND REPAIR ALL EXISTING 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 LABILITY OR OTHER INSURANCE,
(AND IS UNABLE TO REASONABLY OBTAIN SUCH INSURANCE) FOR CLAIMS ARISING OUT OF THE PERFORMANCE OF DR THE FAILURE TO PERFORM
PROFESSIONAL SERVICES, INCLUDING BUT NOT LIMITED TO, THE PREPARATION OF REPORTS, DESIGNS, DRAWINGS, AND SPECIFICATIONS, AND
RELATED TO THE INVESTIGATION DETECTION.
PLUMBING FIXTURE REQ'S
NOTE: PLUMBING FIXTURES ARE EXISTING; SCOPE OF WORK DOES NOT INVOLVE OCCUPANCY CHANGES OR DOES NOT INCREASE FIXTURE REQUIREMENTS.
SEPARATE PERMIT
T
REQUIRED FOR;
Mechanical
ff K
ctdical
mbing
s Piping
City of Tukwila
BUIt-DING DIVISItim
APPROVED BY:
PROJECT DIRECTORY Datels
Date
ARCHITECT/CONTACT: CRAFT ARCHITECTS, PLLC. CONTACT: PAUL ENGERT €w `
2505 THIRD AVE, STE. 324 PHONE: (206) 720-7001 Habitat
SEATTLE, WASHINGTON 98121 EMAIL: PAUL@CRAFTARCHITECTS.COM for Humanity'
'
OWNER: KIDDER MATHEWS CONTACT: ANDREA HACKER
631 STRANDER BLVD. SUITE 6 PHONE: (253) 893-1154
TUKWILA, WASHINGTON 98188 EMAIL: AHACKER®KIDDERMATHEWS.COM
TENANT: HABITAT FOR HUMANITY CONTACT: CYDNIE HORWAT
PHONE: (425) 466-4499
EMAIL: CYDNIE.HORWAT®HABITATSKC.ORG a >r c h 1 t e c t s
GENERAL CONTRACTOR: WALSH PACIFIC CONTACT: SCOTT LEE 2505 Third Avenue
16400 SOUTHCENTER PARKWAY PHONE: (206) 394-7304 Suite 324
SUITE 501 EMAIL: SLEE®WLASHGROUP.COM Seattle, WA 98121
SEATTLE, WASHINGTON 98188
206.720.7001 phone
206.720.2949 fax
VICINITY MAP
TAX PARCEL #
3523049093
LEGAL DESCRIPTION
POR OF NW 1/4 OF NE 1/4 OF SEC 35-23-04 TGW POR OF SW 1/4 OF SE 1/4 OF SEC
26-23-04 - BEG NE COR OF NW 1/4 OF NE 1/4 OF SEC 35-23-04 TH N 87-44-08 W
ALG N LN OF SD SEC 30 FT TO W MGN OF ANDOVER PARK WEST & TPOB TH S 01-51-39 W
ALG SD W MGN 681.34 FT TH N 87-55-02 W 270 FT TH N 01-51-39 E 682.19 FT TH N
01-51-39 E 114.81 FT TH S 87-55-02 E 270 FT TO W MGN OF ANDOVER PARK WEST TH S'
01-47-29 W ALG SD W MGN 115.66 FT TO TPOB LESS POR FOR ACCESS RD
CODE/ZONING INFORMATION
GOVERNING BUILDING CODES:
2012 IBC
2012 UPC
2012 IFC
2009 ICC/ANSI A117.1 (ACCESSIBILITY)
2012 IECC
REGULATIONS & ORDINANCES
2012 WASHINGTON STATE AMENDMENTS
2012 WASHINGTON STATE ENERGY CODE
VENTILATION PER IMC
ZONING DISTRICT:
TUC
EXISTING/NEW OCCUPANCY CLASSIFICATION:
B (OFFICE)/M (MERCANTILE)
TYPE OF CONSTRUCTION:
III-B
SPRINKLER SYSTEM:
FULLY SPRINKLERED
FLOOR AREAS:
OFFICE (EXISTING) (B) 928 SQ FT
OFFICE (NEW) (B) 60 SQ FT
MERCANTILE (EXISTING) (M) 17,733 SQ FT
TOTAL FLOOR AREA: 18,720 SQ FT
REVISIONS
No changes shall be made to the scope
of work without prior approval of
Tukwila Building Division.
NOTE: Revisions will require a new plan submittal
and may include additional plan review fees. j
%#1ty uT ! umia
BUILDING DIVISION
SITE/BUILDING PLAN
NTS
4
PROJECT DESCRIPTION
TENANT ALTERATION CONSISTING OF: NON-STRUCTURAL EXPANSION OF EXISTING OFFICE
SPACE WITHIN EXISTING WAREHOUSE AND INFILL DOCK -HIGH DOOR WITH MATCHING
STOREFRONT
INDEX OF DRAWINGS
T1.1 GENERAL INFORMATION & SITE PLAN
T1.2 ACCESSIBILITY GUIDELINES
A2.1 FLOOR/EGRESS AND DEMOLITION PLANS
A2.2 REFLECTED CEILING PLAN, DOOR SCHEDULE AND
PARTITION TYPES
PARKING REOUIRE ENTS
NOTE: PARKING STALLS ARE EXISTING. SCOPE OF WORK DOES NOT INVOLVE
OCCUPANCY CHANGES OR BUILDING SQUARE FOOTAGE INCREASES.
REVt-WED FOR
ODE COMPLIANCE
Ano6n% r%
www.craftarchitects.com
7052
REGISTVARCHITECT
YN M. CRAFT
STATE WASHiN(W
Submittals/Revisions:
Sheet No: T101
COPYRIGHT CRAFT ARCHITECTS 2015
M221M FLOOR SURFACES A CHANGES IN LEVEL
ANSI/ICC A117.1 303 - CHANGES IN LEVEL (REFERENCE DETAIL)
A. Changes in level up to 1/4" may be vertical and without edge treatment
B. Changes in level between 1/4" and 1/2" shall be beveled with a slope no greater
than 1:2.
IN
i 2
•:t •\
J E l ---
.SAW
ANSI/ ICC A117.1 302.2 CARPET
A. Carpet provided on a floor surface shall be securely attached; have a firm pad or
backing, or no pad; and have a level loop, textured loop, level cut pile, or level
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 A117.1 302.3 - GRATINGS
A. If gratings are located in walking surfaces or along accessible routes, then they shall
have spaces no greater than 1/2" wide in one direction.
B. If gratings have elongated openings, then they shall be placed so that the long
dimension is perpendicular to the dominant direction of travel.
305 GM FLOOR SPACE
ANSI/ICC A117.1 305.2 - SIZE AND APPROACH
A. Minimum clear floor space for a wheelchair and occupant shall be 3T wide x 48"
long. Clear floor space shall be centered on the element it serves.
404 DOORS continued 502/503 PARKING AND PASSENGER LOADING ZONES continued 604 WATER CLOSETS do TOILS? WMIRAMEM conUn6W GRAB BARS
ANSI/ICC A117.1 404.2.6 - DOOR HARDWARE ANSVICC A117.1 502.7 - SIGNAGE (REFERENCE DETAIL) ANSI/ICC A117.1 604.7 - DISPENSERS (REFERENCE DETAIL) ANSI/ICC A117.1 609.3.2 - SIZE AND SPACING
A. Handles, pulls, latches, locks, and other operating devices shall have a shape that is A. Each accessible parking space must have individual vertically mounted or suspended A. Toilet paper dispensers shall comply with Section 309.4 and 609.3. Where the A. Diameter or width of gripping surface shall be 1-1 4" to 0 g pp g / 7', r the shape shall
easy to grasp with one hand and does not require tight grasping, tight pinching, or sign. Required van accessible spaces must be designated. dispenser is located above the grab bar, the outlet of the dispenser shall be located provide an equivalent gripping surface.
twisting of the wrist to operate. B. Characters and symbols on such signs shall be located 60" minimum above the 24 min-36" max from the rear wall. Where the dispenser is located below the grab 1. The space between grab bars and adjacent walls shall be 1-1/2"
1. Lever -operated mechanisms, push -type mechanisms, and U-shaped handles are ground. bar, the outlet of the dispenser shall be located 24" min-42" max from the rear
acceptable designs. wall. The outlet of the dispenser shall be 18"-4T maximum A.F.F. ANSI/ICC A117.1 609.8 - STRUCTURAL STRENGTH
2. When sliding doors are fully open, operating hardware shall be exposed and usable ANSI/ICC A117.1 503.5 - VERTICAL CLEARANCE 1. Disp-nsers that control delivery or do not permit continuous paper flow shall not A. Grab bars and mounting devices shall meet the following requirements:
from both sides. A. Provide minimum vertical clearance of 114" at accessible passenger loading zones be used. 609.8 Allowable stresses shall not be exceeded for materials used where a vertical
3. Hardware required for accessible door passage shall be mounted between 34 and and along at least one vehicle access route from site entrances and exits. or horizontal force of 250 lbs. is applied at any point on the grab bar, fastener
48" above finished floor. ANSI/ICC A117.1 604.9 WHEELCHAIR ACCESSIBLE COMPARTMENTS mounting device, or supporting structure:
ANSI/ICC A117.1 503 -PASSENGER LOADING ZONE A. Wheelchair accessible compartments shall comply with Section 604.9. Toilet 1. Shear stress induced by application of 250 lb. shall be less than allowable shear
ANSI ICC A117.1 404.2.7.1 - DOOR CLOSERS
/ A. Passenger loading zones shall provide an access aisle at least 60" wide and 20. ft 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
A. Door closers shall be adjusted so that from an open position of 90 degrees, the Ion adjacent and parallel to the vehicle ull-u space. If there are curbs between
9 J P P P P is considered to be fully restrained, then direct and torsional shear stresses shall
time required to move the door to an open position of 12 degrees shall be 5 the access aisle and the vehicle pull-up space, then a curb ramp complying with 4.7 be totaled for the combined shear stress, which shall not exceed the allowable
seconds minimum. shall be provided. Vehicle standing spaces and access aisles shall be level with __711 54 MIN shear stress.
surface slopes not exceeding 1:48 in all directions. „ 2. Shear force induced in a fastener or mounting device from application of 250 lb.
ANSI/ICC A117.1 404.hing -SPRING HINGES 39 -41 shall be less than allowable lateral load of either the fastener or mounting device
A. Door spring hinges shall be adjusted so that from the open position of 70 degrees, GALVANIZED MOUNTING BOLTS or the supporting structure, whichever is the smaller allowable load.
the door shall move to the closed position in 1.5 seconds minimum. - 12" MAX 42" MIN 36" MIN. 3. Tensile force induced in a fastener by a direct tension force of 250 lb. plus the
I ]maximum moment from the application of 250 lb. shall be less than the
ANSI/ICC A117.1 maximum
and IBC with WA STATE AMENDMENTS o DOOR OPENING FORCE $0 12" 24 allowable withdrawal load between the fastener and the supporting structure.
Locate flush controls
A. The maximum force for pushing or pulling open a door shall be as follows: on wide aide 609.E Grab bars shall not rotate within their fittings.
1. Fire doors shall have the minimum opening force allowable by the appropriate STATE . "
administrative authority. M ANSVICC A117.1 609.5 - ELIMINATING HAZARDS
2. Other doors - I b„ I A. Grab bars and adjacent wall surfaces shall be free of sharp or abrasive surfaces.
a. Exterior hinged, sliding or folding door. 10.0 lb. max. REQUIRED , M M Edges shall be rounded.
b. Interior hinged doors: 5.0 lb. max. o ACC E BLE11
c. Interior sliding or folding doors: 5.0 lb. max. z\__These forces do not apply to the force required to retract latch bolts or disengage M C) M _Tz
other devices that may hold the door in a closed position. 'b o N PRE-MANUF. SIGN Side Wall Grab Bar for Water Closet Rear Wall Grab Bar for Water Closet
I m 4 DIA. STEEL POST W/ CAP
702
Ln p FINISH GRADE
ANSI/ICC A117.1 702.1 - GENERAL
".I SET Post IN CONIC. A. When required, visual alarms shall be provided in each of the following areas, as a
40$ CURB PS :. ;I I 36" MAX 36" MAX
1 I. minimum: rest rooms and any other general usage areas (e.g., meeting rooms),
I yQff; INSTALL SIGN AT ALL ACCESSIBLE PARKING
I I 24" MIN hallways, lobbies, and an other area for common use.
ANSI/ICC A117.1 406 - SLOPE (REFERENCE DETAIL) , I F , STD• SPACES DESIGNATED FOR VAN PARKING Z Ys Y
307 MINDING OgJECjS (REFERENCE DETAILS) A. Slopes of curb rams shall comply with 406 d I SHALL HAVE ADDITIONAL SIGN "VAN ACCESSIBLE'
P p py ",I, MOUNTED BELOW. MOUNT ON WALL OF BLDG WHEN Accessible audible and visible alarms and notification appliances shall be installed in
B. Maximum slopes of adjoining gutters, road surface immediately adjacent to the curb POSSIBLE. accordance with NFPA 72.
ANSVICC A117.1 307 -GENERAL ramp, or accessible route shall not exceed 1:20,
A. Objects projecting from walls (for example, telephones) with their leading edges QgS4!! - - NFPA 72 - AUDIBLE ALARMS
between 27"-80" above the finished floor shall protrude no more than 4" into walks, ANSI/ICC A117.1 406.4 - WIDTH (REFERENCE DETAIL) : 'b z A. If provided, audible alarms shall produce a sound that exceeds the prevailing
halls, corridors, passageways, or aisles. Freestanding objects mounted on posts or A. The minimum width of a curb ramp shall be 36", exclusive of flared sides. 5g 5 equivalent sound level in the room or space by at least 15 dba or exceeds any
pylons may overhang 12" maximum from 27"-80" above the ground or finished 1 L,,/,
maximum sound level with a duration of 60 seconds by 5 dba, whichever is louder.
floor. Protruding objects shall not reduce the clear width of an accessible route or ANSI/ICC A117.1 406.3 - SIDES OF CURB RAMPS (REFERENCE DETAIL) 602 Df NKING FDUNTAINS \ \ B. Sound levels for alarm signals shall not exceed 120 dba.
maneuvering space. A. If a curb ramp is located where pedestrians must walk across the ramp or where it , ,ANSI/ICC A117.1 602.1 - GENERALNFPA 72 - VISUAL ALARMS
is not protected by handrails or guardrails, it shall have flared sides; the maximum A. Accessible drinking fountains shall comply with Sections 602 and 307. 4" MIN 4" MIN
slope of the flare shall be 1:10 47, 42" AX A. Visual alarm signal appliances shall be integrated into the building or facility alarm
system. If single station audible alarms are provided then single station visual alarm
ANSI/ICC A117.1 602.2 - CLEAR FLOOR SPACE signals shall be provided.
. . ___.. 4" MAX. CLEAR WIDTI•I ANY AMOUNT 9
Ddd
3W & 309 REACH RANGES AND OPERABLE PARTS
ANSI/ICC A117.1 308 - HEIGHT (REFERENCE DETAIL)
A. Unobstructed front approach - 4T max. to 15' min. A.F.F. Controls located in an
alcove >24" deep must have 3T clear floor width.
B. Unobstructed side approach - 48" max. to 15" min, A.F.F. Controls located in an
alcove >15' deep must have 60" clear floor width.
C. Obstructed front approach, 20" max depth - 48" max. A.F.F. forward reach
D. Obstructed front approach, >20"-25" max depth - 44" max. A.F.F. forward reach
E. Obstructed side approach, 10" max depth and 34" max height obstruction, 4T max.
A.F.F. side reach
F. Obstructed side approach, >1O"-24" max depth and 34" max height obstruction, 46"
max. A.F.F. side reach
G. Electrical & communication system receptacles shall be mounted no less than 15'
above the floor.
ANSI/ ICC A117.1 309 - OPERABLE PARTS
Operable parts shall be operable with one hand and shall not require tight grasping,
pinching, or twisting of the wrist. The force required to activate operable parts shall be
5.0lbs maximum.
403 ACCESSIBLE ROUTE - WALKING SURFACES
IBC 1104 - LOCATION
A. At least one accessible route shall be provided from public transportation stops,
accessible parking and loading zones, and public streets or sidewalks to the
accessible building entrance.
B. Pedestrian route connections shall be clearly demarked where it crosses drive aisles.
Method of demarkation shall match existing in shopping center painted str;ping.
ANSI/ICC A117.1 403.5 - CLEAR WIDTH
A. The minimum clear width shall be 32" at a point for a max. length of 24" and 36"
continuously, per Table below.
MINIMUM
SEGMENT LENGTH
SEGMENT WIDTH
less than or
37
equal to: 24
greater than: 24
36r
IBC with WA STATE AMENDMENTS 1101.2.2 - CLEAR WIDTH
A. Clear width of an accessible route shall comply with Table above. For exterior routes
of travel, the minimum clear width shall be 44".
ANSI/ICC A117.1 403.5.2 - PASSING SPACE
A. If an accessible route is less than 60" in width, then passing spaces of at least
60"x60" shall be provided at 200' max. spacing.
B. The minimum clear width for two wheelchairs to pass is 60"
ANSI/ICC A117.1 307.2
IBC 1009.2 and 1010.5.2
A. Accessible routes shall have 80" min. clear head room.
ANSI/ICC A117.1 403.3 - SLOPE
A. Running slope shall not exceed 1:20.
B. Cross slope shall not exceed 1:48
404 000R~S
ANSI/ICC A117.1 404.2.1 - DOUBLE - LEAF DOORWAYS
A. Doorways with two independently operated leaves shall have at least one active leaf
that meets the requirements in 404.2,2 and 404.2.3
ANSI/ICC A117.1 404.2.2 - CLEAR WIDTH
A. Doorways shall provide a clear opening of 32" minimum, with the door open 99.
1. Clear opening shall be measured between the face of the door and opposite stop.
2. Openings more than 24" in depth shall provide a clear opening of 36' minimum.
ANSI/ICC A117.1 404.2.3 - MANEUVERING CLEARANCES AT DOORS
Provide level (1:48 max. slope) and clear maneuvering area at doors as follows:
A. Front approach pull side - 60" min. width & 18" min. beside strike edge
Front approach push side - 48" min width & 0" beside strike edge
(12" 0 strike if door has both a closer and a latch)
B. Hinge side approach pull side - 60" min. width; 36" min. beside strike edge or -
54" min. width; 42" min. beside strike edge
Hinge side approach push side - 42" min. width & 22" min. beside hinge edge
(48"min. width if door has both a closer and a latch)
C. Latch side approach pull side - 48" min. width and 24" min. beside strike edge
(54"min. width if door has a closer)
Latch side approach push side - 42" min, width and 24" min. beside strike edge
(0min. width if door has a closer)
ANSI/ICC A117.1 404.2.4 - THRESHOLDS AT DOORWAYS
A. Maximum threshold height: 1/2". Raised thresholds and floor level changes shall be
beveled with a slope no greater than 1:2
If x Is less than 4Er
Then The Slope Of The Fli
Sides Shall Not Exceed 1:
inn
110 Max. slope
Standard Curb Ramo
Adjoining Sloppe Shall
Not Exceed 1:20 .l
\ 1:12Max. slope
Curb Ramp Parallel to Curb
Ddd
Adjoining Sloppe Shall A. A clear floor space complying w/ Section 305, positioned for a forward approach Protruding Dispenser Protruding Dispenser Recessed Dispenser Visual Alarm appliances shall have the following features:
Not Exceed 1:20 to the drinking fountain, shall be provided. Knee & toe space complying with Below Grab Bar Above Grab Bar 1. The lamp shall be a xenon strobe type or equivalent.
Section 306 shall be provided. The clear floor space shall be centered on the 2. The color shall be clear or nominal white (i.e. unfiltered or clear filtered white
Flared side drinking fountain.
EXCEPTIONS:
1. Drinking fountains for standing persons.
- URINALS
light).
3. The maximum pulse duration shall be two -tenths of one second with a maximum
duty cycle of 40%. (The pulse duration is defined as the time interval between
:;
2. Drinking fountains primarily for children's use.
3. In existing building, existing drinking fountains providing a parallel approach
initial and final points of 10% of max signal)
complying w/ Section centered on the drinking fountain shall be permitted.
ANSI ICC A117.1 _
/ 605 URINALS
4. The intensityshall be a minimum of 75 candela.
4. Where specifically ermitted b the administrative autho' a a
permitted
pe y p y authority, parallel approach
A. Accessible urinals shall comply with Section 605.
PY n
5. The flash rate shall be a minimum of 1 Hz and a maximum of 3 Hz
6. The appliance shall be placed 80" above the highest floor level within the space
Ramp (1:12 Max. Slope)
Shall Have Detectable
shall be permitted that replace existing parallel approach drinking fountains.
ANSI/ICC A117.1 605.2 - HEIGHT & DEPTH (REFERENCE DETAIL)
or 6' below the ceiling, whichever is lower.
amings
and contrasting color.
ANSI/ICC A117.1 602.3 - OPERABLE PARTS
A. Urinals shall be stall -type or wall hung with a tapered, elongated rim at 17"
a. In large rooms and spaces exceeding 100' across, without obstructions 6'
A. Operable parts shall comply with Section 309.
maximum above the finished floor. The rim shall extend a minimum of 1W from
the wal.
above the finished floor, such as auditoriums, devices may be place around the
perimeter, spaced a maximum 100' apart, in lieu of suspending appliances from
6" Min.
ANSI/ICC A117.1 602.4 - SPOUT OUTLET HEIGHT
A. Wheelchair accessible spout outlets shall be 36 inches max. off. Standing person
ANSI/ICC A117.1- 605.3 - CLEAR FLOOR SPACE (REFERENCE DETAIL)
the ceiling.
7. In general, no place in any room or space shall be more than 50' from the
spout outlets shall be 38 inches min. & 43 inches max. off.
A. A clear floor space 30" wide by 48" deep minimum shall be provided in front of
signal (measured in a horizontal plane).
P-Locartlon
ANSI/ICC A117.1 602.5 - SPOUT LOCATION
urinal b allow forward approach.
1. This space shall adjoin or overlap an accessible route.
8. No place in common corridors or hallways shall be more than 50' from the
signal.
f Typical Parking
A. Spout shall be located 15 inches min. from the vertical support and 5 inches max.
2. Urinal shields that do not extend beyond the front edge of the urinal rim may be
703 SIGNAGE
Access Aisle
from the front edge of the drinking fountain, including bumpers.
provided with 29" clearance between them.
/`
3. Urinals installed in alcoves deeper than 24 require a maneuvering area of at
WHERE APPLICABLE
ANSI/ICC A117.1 602.6 - WATER FLOW
least 36' minimum wide, centered on fixture.
A. Signs which designate permanent rooms and spaces shall comply with the
Ramps (1:12 Max. Slope)
Shall Have Detectable Wamings
A. Spout shall provide a flow of water 4 inches min. in height. The angle of the water
stream from spouts within 3 inches of the front of the drinking fountain shall be 30
ANSI/ICC A117.1 605.4 - FLUSH CONTROLS (REFERENCE DETAIL)
requirements listed below for.
1. Raised and Braille Characters, and Pictograms
and contrasting color.
degrees max. and from spouts between 3 inches & 5 inches from the front of the
Controls shall coin ply with ANSI/ICC A117.1 309 OPERABLE PARTS
2. Finish and Contrast
Note : If Slope is 1:20 or less no drinking fountain shall be 15 degrees max., measured horizontally relative to the
contrasting color or texture is required front face of the drinking fountain.
Exception: Employee name signs are not required to comply.
WHERE APPLICABLE
TMAX 15"MIN
A. Signs which provide direction to, or information about, functional spaces of the
build;. shall co I 'th th t 1' ted b I f
ANSI/ICC A117.1 406.10 - DIAGONAL CURB RAMPS
A. If diagonal curb ramps have returned curbs or other well-defined edges, such edges
shall be parallel to the direction of pedestrian flow. The bottom of diagonal curb
ramps shall have 48" minimum clear space outside active traffic lanes of the
roadway. If diagonal curb ramps are provided at marked crossings, the 48" clear
space shall be within the markings. If diagonal curb ramps have flared sides, they
shall also have at least a 24" long segment of straight curb located on each side
of the curb ramp and within the marked crossing.
ANSI/ICC A117.1 406.11 - ISLANDS
A. Any raised islands in crossings shall be cut through level with the street or curb
ramps at both sides and a level area at least 48" long and 36" minimum wide
between the curb ramps in the part of the island intersected by the crossings.
_____ ___ g mpy wi a -4- I---- s Is eow or.
j 1. Character Proportion
I a 2. Character Height
48" MIN.
8 Ilk3. Finish and Contrast
u______----- Exception: Building directories, menus, and all other signs which are
N I temporary are not required to comply.
. ^b I
:t >M I WHERE APPLICABLE (REFERENCE DETAIL)
Forward proach 1` ci o '------44N
A. Element and spaces of accessible facilities which shall be Identified by the
E C International Symbol of Accessibility are:
0 0 1. Parking spaces designated as reserved for persons with disabilities.
Ddd Ddd 2. Accessible passenger loading zones.
W3 MET ROOMS 3. Accessible entrances when not all are accessible (inaccessible entrances shall have
directional signage to indicate route to nearest accessible entrance)
ego
E N
,Is E
r •.: - ••
• .
Letter & numbers on signs shall have a width
to height ratio of between 3:5 & 1:1 and
a stroke - width to height ratio between
1:5 & 1:10. Letters and numbers shall be raised
1/32", upper case, sans serif or simple serif
type and shall be accompanied with
grade 2 Braille, raised characters shall be at
International Symbol least 51T - 3" high plus 1/6" per foot of
viewing distance above 21 feet.
of Accessibility
Ddd 22id
Light switch 8" MAX
Thermostats, Etc.
w -\\ - ?
z
w
Wu zg am
0
U
Q z
` , , 0 0
= •
9_
b(o
I- Convenience Outlets
Ddd Data, Tel., Etc.
707 AUMM11C TELLER MAMINES
ANSI/ICC A117.1 707.2 CLEAR FLOOR SPACE
A. Floor space shall comply with ANSI/ICC A117.1 305 to allow a forward, parallel
approach or both.
ANSI/ICC A117.1 707.3 OPERABLE PARTS
A. Operable parts shall be placed within one or more of the reach ranges specified in
ANSI/ICC A117.1 section 309, summarized earlier in this sheet.
W4 KITCHENS AND KITCHENETTES
ANSI/ICC A117.1 804.5.6 - REFRIGERATOR/FREEZER
Combination refrigerators and freezers shall have at least 50% of the freezer
compartment shelves, including the bottom of the freezer 54 inches (1370mm)
maximum above the floor when the shelves are installed at the maximum heights
possible in the compartment. A clear floor space, positioned for a parallel approach
to the space dedicated to a refrigerator/freezer, shall be provided. The centerline of the
clear floor space shall be offset 24 inches (610 mm) maximum from the centerline of
the dedicated space.
902 DINING SURFACES & FORK SURFACES
ANSI/ICC A117.1 902.2 - CLEAR FLOOR SPACE
A. A clear floor space complying with Section 305, positioned for a forward approach,
shall be provided. Knee and toe clearance complying with Section 306 shall be
provided.
ANSI/ICC A117.1 902.4- HEIGHT
A. The tops of accessible tables and counters shall be 28" minimum, and 34"
maximum, above the finished floor.
903 BENCHES
ANSI/ICC A117.1 903.2 - CLEAR FLOOR SPACE
A. a clear floor space complying with section 305, positioned for parallel approach to
the bench seat shall be provided.
ANSI/ICC A117.1 903.3- SIZE
A. Benches shall have seats 42" minimum in length and 20" minimum and 24"
maximum in depth.
ANSI/ICC A117.1 903.4 - BACK SUPPORT
A. The bench shall provide for back support or shall be fixed to a wall. Back support
shall be 42" minimum in length and shall extend from a point 2" maximum above the
seat surface to a point 18" above the seat surface.
ANSI/ICC A117.1 603.2.2 - DOORS 6Q$ LAVATORIES 4. Accessible toilet and bathing facilities when not all are accessible.
A. Doors shall not swing into the clear floor space or clearance for any fixture. goSTORAGE
ANSIACC A117.1 606.3 & 606.2 - HEIGHT & CLEARANCES (REFERENCE DETAILS) ANSI/ICC A117.1 703.2.4 -CHARACTER HEIGHT (REFERENCE DETAIL)
" 410 PLATFORM LIFTS
ANSI/ICC A117.1 410.1 - GENERAL
A. Platform lifts shall comply with Section 410 and ASME A18.1 listed in Section
105.2.6. Platform lifts shall not be attendant operated and shall provide unassisted
entry and exit from the lift.
ANSI/ICC A117.1 410.2 - LIFT ENTRY
A. Lifts with doors or gates shall comply with Section 410.2.1. Lifts with ramps shall
comply with Section 410.2.2.
ANSI/ICC A117.1 410.2.1 - DOORS AND GATES
A. Doors and gates shall be low energy power operated doors or gates complying with
Section 404.3. Doors shall remain open for 20 seconds minimum. End door clear
opening width shall be 32 inches minimum. Side door clear opening width shall be
42 inches minimum.
Exception:
Lifts serving two landings maximum and having doors or gates on opposite sides
shall be permitted to have self closing manual doors or gates.
ANSI/ICC A117.1 410.2.2 - RAMPS
A. End ramps shall be 32 inches minimum in width. Side ramps shall be 42 inches
minimum in width.
ANSI/ICC A117.1 410.3 - FLOOR SURFACES
A. Floor surfaces of platform lifts shall comply with Section 302
ANSI/ICC A117.1 410.4 - PLATFORM TO RUNWAY CLEARANCE
A. The clearance between the platform sill and the edge of any runway landing shall be
1 1/4 inch maximum
ANSI/ICC A117.1 410.5 - CLEAR FLOOR SPACE
A. Clear floor space of platform lifts shall comply with Section 305.
ANSI/]CC A117.1 410.6 - OPERABLE PARTS
A. Controls for platform lifts shall comply with Section 309.
502M PARKING AND PASSENGER LAIADING ZONES
ANSI/ICC A117.1 502 - PARKING SPACES
A. Accessible car parking spaces shall be 96" minimum in width. Van parking spaces
shall be 132" minimum in width.
EXCEPTION: Van parking spaces shall be permitted to be 9C minimum in width
where the adjacent access aisle is 96" minimum in width.
B. Parking access aisles shall be 60" wide. Van accessible access aisles shall be 96"
wide.
C. Surface slope shall not exceed 1:48 in all directions
(Note : no built up curb ramp may be located in an accessible parking access
aisle.)
ANSI/ICC A117.1 603.2 - CLEARANCES A. Lavatories shall be mounted with the rim or counter surface no higher than 34
„ Height: The uppecase letter r shall be used to determine the allowable height of all
A. The accessible fixtures and controls required shall be on an accessible route. An characters of a font and shall be a minimum of r and 2" maximum.
unobstructed turning space complying with 304 shall be provided within an accessible above the finished floor.
1. Lavatories shall extend 17" minimum from the wall.
toilet room. The clear floor space at fixtures and controls, the accessible route, and EXCEPTION: Where separate tactile and visual characters with the some information are
the turning space may overlap, however, the only turning space provided shall not be 2. Clearance of 27" minimum shall be provided from the finished floor to bottom „ „
9 P Y P Y 9 P P provided, the height of the tactile upper case letter r shall be permitted to be r
located within a stall. of apron. minimum.
3. Knee clearance of 27" high minimum shall extend 8" minimum under the edge
ANSI/[CC A117.1 603.3 & 606 - LAVATORIES AND MIRRORS ANSI of the lavatory, , andeep minimum. 30" wide minimum, 19" dini
/ „ ANSI/ICC A117.1 703.2.5 -CHARACTER WIDTH
A. If lavatories and mirrors are provided, then at least one of each shall comply 4. Toe clearance of 9 minimum shall be provided for the full depth of the A. Width: The uppercase letter "T shall be used to determine the allowable width of all
with 603.3 & 606. Accessible lavatories and mirrors shall not be located within toilet lavatory. characters of a font, and shall be 55% min. and 110% max. of the height of the
stalls unless other accessible lavatories and mirrors are provided in the toilet room. uppercase "r of the font.
ANSI/ICC A117.1 606 -DEPTH
ANSI/ICC A117.1 603.3 - MIRRORS (REFERENCE DETAIL) A. Each sink shall be a maximum of 6-1/2" deep. OVERHEAD SIGNS
A. Mirrors shall be mounted with the bottom edge of the reflecting surface 4T - A. Characters and numbers on overhead signs shall be sized according to the viewing
maximum A.F.F. Mirrors not located above lavatoreis, sinks or counters shall be t distance from which they are to be read.
mounted with the bottom edge of the reflecting surface 35" maximum above the t I 1. For signs higher than 7T A.F.F., character size shall be T minimum plus r per
floor. o 'E foot of viewing distance above 15 feet.
o c 7" Mi \ 2. The minimum height is measured using an upper case letter "r.
5 _ _ 3. Lower case letters are permitted.
604 WATER CLOSET$ TOILET COMPARi IENTS 0 M rclear 1 ANSI/ICC A117.1 703.3-703.5 - RAISED CHARACTERS, BRAILLE, & PICTOGRAMS
floor o
v space A. Raised characters shall comply with section 703.3 and shall be duplicated in braille
ANSI/ICC A117.1 604.3 - CLEARANCES 9 l." M L_ _ - complying with section 703.4.
A Clear floor space for water closets not in stalls shall be provided as follows:qi
'rn N N 19" a B. Letter and numerals shall be raised 1/32", upper case, sans serif and shall be
Clearance around a water closet shall be 60" minimum in width, measured accompanied by grade 2 Braille.
perpendicular from the sidewall. Clearance around the water closet shall be 56" ax. 48" Min. 1. Raised character height: ' minimum to 3" plus " per foot of viewing distance
minimum in depth, measured perpendicular from the rear wall. (Reference Detail)J2gfgil Detai above 21 feet.
B. No door swings are allowed in clear floor area. 2. Braille shall be contracted (grade 2); shall be located below title corresponding
text.
3. Pictograms shall be accompanied by the equivalent verbal description placed
56" MIN. 11
4T MIN. L, I 12" MAX
1 _ IN
I •d- b
N c0
ID
L _ _
n
ltd
ANSI/ICC A117.1 604.4 - HEIGHT (REFERENCE DETAIL)
A. The height to the top of the toilet seat shall be 17" - 1T above floor.
1. Seats shall not be sprung to return to a lifted position.
ANSI ICC A17 4 604 5 GRAB BARS REFERENCE DETAIL
/ - ( S)
A. For water closets not located in toilet stalls, the following grab bars shall be
provided, 33" - 36" above the finish floor.
1. Side wall horizontal: 42" in length minimum, 12" max from rear wall, extending
"
54 min. from rear wall
2. Side wall vertical: 18" in length minimum, bottom of bar located 3T min/41"
max. above the floor, centerline V min/41" max from rear wall
3. Back wall: 36" in length minimum, extend from centerline of water closet 12"
min. on side closest to the wall, 24" min. on transfer side.
ANSI/ICC A117.1 604.6 - FLUSH CONTROLS
A. Flush controls shall be hand operated or automatic, and located on the open side of
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 controls shall comply with Section 309, except the
maximum height above the floor shall be 44".
ANSI/ICC A117,1 606.6 - EXPOSED PIPES AND SURFACES
directly below the pictogram.
A. Hot / cold water and drain pipes under lavatories shall be insulated or otherwise
4. The border dimension of the pictogram shall be 6" min. in height.
configured to protect against contact.
B. There shall be no sharp or abrasive surfaces under lavatories.
ANSI/ICC A117.1 703.3.12 - FINISH AND CONTRAST
A. Characters and their background shall have a nonglare finish. Characters shall
ANSVICC A117.1 606.4 - FAUCETS
contrast with their background, with either light characters on a dark background, or
A. Controls shall be operable with one hand and shall not require tight grasping,
dark characters on a light background.
pinching, or twisting of the wrist.
B. The force required to activate controls shall be no greater than 5 lb.
ANSI ICC A117.1 703.3.10 & 703.3.11 - MOUNTING LOCATION AND HEIGHT REFERENCE DETAIL
/ ( )
C. Lever -operated, push -type, and electronically controlled mechanisms are examples of
A. Characters and their background shall have a nonglare finish. Characters shall
acceptable designs.
contrast with their background, with either light characters on a dark background, or
D. If self -closing valves are used the faucet shall remain open for 10 seconds
dark characters on a light background.
minimum.
B. Where a tactile sign is mounted next 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,
ANSI/ICC A117.1 603.6 - OPERABLE PARTS
signs shall be placed on the nearest adjacent wall. Exception: Door mounted signs
A. Operable parts on towel dispensers and hand dryers shall comply with Table below.
shall be permitted on the push side on the doors with closers and without hold open
devices.
C. Raised characters shall be 4T minimum above the floor, measured to the baseline
of the lowest raised character and 60" maximum above the floor, measured to the
Maximum
0.5
2
5
6'
9'
I"
Reach Depth
Maximum
Ogg
4C
4f
4d
39'
34
Reach Height
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 AMENDMENTS 1101.2.9 - INTERNATIONAL SYMBOL OF ACCESSIBILITY
A. Where the International Symbol of Accessibility is required, it shall be proportioned
complying with ANSI/ICC A117.1 Figure 703.6.3.1. All interior and exterior signs
depicting the International Symbol of Accessibility shall be white on a blue
background.
ANSVICC A117.1 905.2 - CLEAR FLOOR SPACE
A clear floor space complying with Section 305 shall be provided.
ANSI/ICC A117.1 905.3 - HEIGHT
Accessible storage elements shall comply with at least one of the reach ranges specified
in Section 308.
ANSI/ICC A117.1 905.4 - OPERABLE PARTS
Operable parts of storage facilities shall comply with Section 309.
. -, : .
rp `
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Habitat
1 for Humanity'
2505 Third Avenue
Suite 324
Seattle, WA 98121
206.720.7001 phone
206.720.2949 fax
www.craftarchitects.com
--
CONSULTANT
7052 ____
REGISTERED
ARCHITECT
-KAT N M. CRAFT
STATE OF WASHINGTC
Submittals/Revisions:
EAA)0t4'C'E
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OCT
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Sheet Title: ACCESSIBILITY GUIDELINES
.Yco, s V._
RECEIVED
CITY OF TUKWIL A Date: 09.130.115
OCT 0 5 2015 Design: PE
PERMIT CENTER Drawn: TL
Project No: 15-096
THIS SHEET IS PROVIDED FOR YOUR CONVENIENCE. IT CONTAINS SELECTIONS FROM THE
CURRENT ACCESSIBILITY REFERENCED STANDARDS (2012 IBC CHAPTER 11 WITH WA STATE
AMENDMENTS AND ANSI/ICC A117.1), BUT IS NOT INTENDED TO BE A COMPLETE OR
EXHAUSTIVE COPY OF THE CURRENT ACCESSIBILITY STANDARDS.
Vvi- I I\IUI I I UI\MF I /ir\UnI I LU 13 LU I J
DEMOLITION GENERAL NOTES:
1. ALL EXISTING BUILDING COLUMNS, EXTERIOR WALLS AND STRUCTURAL MEMBERS
TO REMAIN, UON. PROJECT SPECIFIC DEMOLITION INTENT IS DEFINED AS:
1.1. DOORS, DOOR FRAMES & DOOR CASING TO BE REPLACED
1.2. DOOR HARDWARE TO BE REPLACED
1.3. LIGHT FIXTURES TO BE REPLACED
1.4. SUSPENDED CEILING GRID AND PANELS TO REMAIN
1.5. GWB CEILING TO REMAIN
2. CONTRACTORS SHALL BE RESPONSIBLE FOR PATCHING AND/OR REPAIRING ANY
DAMAGE CAUSED BY HIM OR HIS SUBCONTRACTORS TO ALL SURFACES AFFECTED
BY DEMOLITION. REFINISH TO MATCH ADJACENT FINISH, OR AS NOTED HEREIN.
3. WHERE INTERIOR PARTITIONS, COLUMN FURRING, FIXTURES, CABINETRY, DOORS
AND DOOR FRAMES, ARE SCHEDULED FOR REMOVAL, DISPOSE OF ALL DEBRIS
AND PATCH FLOOR AND WALLS AS REQUIRED. PREPARE SURFACES FOR NEW
FINISHES UON TYPICAL THROUGHOUT ENTIRE SPACE.
4. IN AREAS WHERE CEILING SYSTEM IS SCHEDULED FOR REMOVAL, DISPOSE OF
ALL DEBRIS AND PATCH WALLS AS REQUIRED. TYPICAL THROUGHOUT ENTIRE
SPACE.
5. OBTAIN DEMOLITION PERMITS AND INCLUDE ALL COSTS OF SAME IN CONTRACT
PRICE.
6. FURNISH ALL LABOR AND MATERIALS/EQUIPMENT TO COMPLETE DEMOLITION AND
REMOVAL OF ALL ITEMS AS INDICATED. CONTRACTOR IS RESPONSIBLE FOR
DISPOSAL OF ALL DEBRIS.
7. CONTRACTOR SHALL KEEP CONSTRUCTION AREA FREE OF DUST AND DEBRIS FOR
THE DURATION OF CONSTRUCTION.
8. IF ANY QUESTIONS ARISE AS TO THE REMOVAL OF ANY MATERIAL, CLARIFY THE
POINT IN QUESTION WITH DESIGNER BEFORE PROCEEDING.
9. IN PARTITIONS TO BE REMOVED, REMOVE AND CAP ALL OUTLETS, SWITCHES,
WIRES, THERMOSTATS, ETC., TO THEIR SOURCE.
10. REMOVE ALL ABANDONED ELECTRICAL CONDUIT, CABLING BACKBOARD AND
EQUIPMENT, TYPICAL THROUGHOUT ENTIRE SPACE.
11. AT COMPLETION OF DEMOLITION WORK, THE CONSTRUCTION AREA(S) SHALL BE
LEFT IN "BROOM CLEAN" CONDITION. ALL DEBRIS AND MISCELLANEOUS
MATERIAL SHALL BE REMOVED.
12. IN ADDITION TO SPECIFIC DEMOLITION SCOPE IDENTIFIED, PERFORM
MISCELLANEOUS DEMOLITION AS REQUIRED TO SUPPORT NEW CONSTRUCTION.
COORDINATE EXTENT OF DEMOLITION WITH NEW WORK INDICATED ON THE
FOLLOWING DRAWINGS.
13. NO EXISTING SMOKE DETECTOR, PUBLIC ADDRESS SPEAKER, FIRE ALARM BOX
OR SIMILAR DEVICE, INCLUDING THE ASSOCIATED WIRING SHALL BE DAMAGED
DURING DEMOLITION AND SUBSEQUENT CONSTRUCTION. RELOCATION OF SMOKE
DETECTORS, PUBLIC ADDRESS SPEAKERS AND FIRE ALARM EQUIPMENT,
NECESSITATED BY NEW CONSTRUCTION, SHALL BE ACCOMPLISHED AS A FIRST
PRIORITY, AND PER THE PLANS, NO ACTIVE SMOKE DETECTOR SHALL BE
PERMANENTLY COVERED OR OTHERWISE REMOVED OR USED FOR OTHER THAN
ITS INTENDED PURPOSE. REMOVE TEMPORARY COVERS DAILY.
14. REMOVAL OF ANY EQUIPMENT, CABLING SWITCHES, AND CONDUIT PERTAINING TO
DATA/COMMUNICATIONS AND TELEPHONE SHALL BE VERIFIED WITH
OWNER/TENANT AND DESIGNER. ONLY REUSED CABLING MAY REMAIN IN THE
PLENUM. ALL OTHER CABLING MUST BE REMOVED.
DEMOLITION KEY NOTES O
1. EXISTING DOOR AND PARTITION TO BE REMOVED
2. EXISTING TELEPHONE EQUIPMENT AND BOARD TO BE REMOVED
04
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on is required in all cases during the anchorageks over 8-feet in height. Special inspectionments shall be specified or, the rack permit plan. p
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RE ItWED FOR
(CODE COMPLIANCE
APPROVED
OCT 13 2015
City of Tukwila
BUILDING DIVISION
FLOOR EGRESS PLAN
1 /8" = 1'-0"
U
C
FBI
GENERAL NOTES:
1. WHERE NEW FLOOR FINISHES AND/OR WALL BASE ARE SCHEDULED, PREPARE
FLOORS AND WALLS TO RECEIVE NEW FINISH. CONCRETE SLAB TO RECEIVE
NEW SEAL WHERE SAW -CUT AND PATCHED. PATCH AND PAINT ALL OFFICE
<..
WALLS. TYPICAL THROUGHOUT.
2. FINISHES MATCH EXISTING.Habitat
3 ALL NEW TO BE WALL TYPE 1 UON, SEE SHEET A2.2 FOR
for Humanityo
4. FOR ACCESSIBILITY COMPLIANCE REFER TO SHEET T1.2.
5. 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.
6. OFFSET 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.
7. FINISHED FACES OF NEW PARTITIONS PARALLEL TO EXISTING FRAMING SHALL
ALIGN.
8. GC SHALL BE RESPONSIBLE FOR PROVIDING ALL BLOCKING FOR ALL WALL
a r C h I t@ C t s
AND CEILING MOUNTED ITEMS, INCLUDING HARDWARE, LIGHT FIXTURES, GRAB
BARS, CASEWORK, AND ALL OWNER PROVIDED ITEMS. PROVIDE SHEET METAL
2505 Third Avenue
REINFORCING (8" HORIZONTALLY MOUNTED STRIP OF 20 GA. GALVANIZED
Suite 324
SHEET METAL) CONCEALED IN PARTITIONS WHERE WALL OR CEILING MOUNTED
Seattle, WA 98121
ITEM IS INDICATED ON DRAWINGS.
9. CONTRACTOR TO PROVIDE SHOP DRAWINGS FOR DESIGNER PRIOR TO
MANUFACTURE OF ANY CASEWORK, MILLWORK AND ANY OTHER SPECIAL ITEMS
206.720.7001 phone
REQUIRING CUSTOM SHOP FABRICATED WORK.
206.720.2949 fax
www.craftarchitects.com
LEGEND:
EXISTING PARTITION TO REMAIN
4er
U
0
NEW PARTITION
39
8
j
I p
WALL MOUNTED DUPLEX OUTLET:
DED OR HATCH = DEDICATED
20A = 20 AMP CIRCUIT
WALL MOUNTED FOURPLEX RECEPTACLE OUTLET
DED OR HATCH = DEDICATED
20A = 20 AMP CIRCUIT
Z
Q
T = 12 HOUR TIMER
I-
WALL MOUNTED VOICE/DATA PORT -
(2) VOICE/(2) DATA IN SINGLE GANG
O
J
BOX, UON
10
I$
SPECIAL OUTLET PER FLOOR PLAN
<
EXIT d EXIT
INTERNALLY ILLUMINATED EXIT SIGNAGE W/ BATTERY BACKUP PER co
IBC SECTION 1011, CONFIRM OPERATION OF EXISTING. ADD NEW
WHERE NOT EXISTING. ARROW = DIRECTION INDICATOR, IF REQUIRED ao
0
r
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
CONSULTANT
KEY NOTES: O
1. EXISTING STOREFRONT SYSTEM AND ACCESSIBLE ENTRY DOOR
2. EXISTING MOP SINK
3. EXISTING WATER HEATER
4. EXISTING CASEWORK AND SINK
5. NEW 4'X8'X3/4" TYPE 'X'/FIRE RESISTANT PLYWOOD BACKBOARD
ON WALLS AS INDICATED, WITH FINISHED EDGES FOR TENANTS
TELEPHONE AND SECURITY EQUIPMENT, TOP OF BACKBOARD
MOUNTED AT CEILING, BOTTOM TO BE 26' AFF, MINIMUM.
6. LOCATION OF EXISTING ELECTRICAL TRANSFORMER AND PANELS
7. EXISTING DOCK LEVELER
8. OPEN EXISTING DOCK -HIGH OVERHEAD DOOR AND SECURE IN
PLACE. INFILL WITH NEW CLEAR ANOD. 4-1/2" CENTER SET
THERMALLY BROKEN ALUMINUM STOREFRONT IN EXISTING OPENING.
GLAZING U FACTOR OF .40 AND SHGC OF .40
9. PERMANENT WASHER AND DRYER, PROVIDE IN -WALL DRAIN AND
WATER CONNECTIONS
10. WASHER TESTING STATION, PROVIDE IN -WALL DRAIN AND WATER
CONNECTIONS
11. RELOCATED OPEN METAL RACKING 3'-6" DEEP X 8'-0" HIGH X
8'-0" LONG. SEE STRUCTURAL CALCULATIONS PREPARED BY LUND
OPSAHL STRUCTURAL ENGINEERS DATED 9/11/15 FOR BASE
ATTACHMENT TO CONCRETE FLOOR SLAB, TYP. PIRED
12. EXISTING STAIRS, LANDING AND RAMP
13. EXISTING PARKING EX
14. EXISTING DRIVE -UP RAMP AJS Q1. 20
Sheet Title: FLOOR/EGRESS PLAN,
DEMOLITION PLAN
RECEIVED Date: 09.130.115
CITY OF TUMILA Design:
PE
OCT 0 5 205 Drawn:
TL
PERMIT CENTEF1.1 Project No: 15-096
Approved: KCR
bh 1 UKAr I AKUH11 LU 15 1U 15
DOOR/RELITE SCHEDULE
OPENINGS
FRAMES
DETAILS
REMARKS
NO.
TYPE
W x H
THK
MATL
GL
INSUL
R nNG
HDW
FIN
TYPE
MATL
FIN
HD
JAMB
SILL
104
F
PAIR T4 X 7'-0"
1 3/4"
WD
-
YES
-
A
CLEAR
1
WD*
PAINT
7/A2.2
6/A2.2
5/A2.2
VERIFY AND MATCH EXIST DOOR HEIGHT AND TYPE AND FRAME TYPE
DOOR SCHEDULE NOTES:
1. ALL DOOR HARDWARE SHALL BE FULLY ACCESSIBLE PER THE PROVISIONS OF ANSI A117.1 SECTION 404, AS 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 SPECIAL
EFFORT.
3. NEW DOORS (INTERIOR) TO BE BUILDING/OWNER STANDARD: SOLID CORE, WOOD, UNIFORM WHITE BIRCH, ROTARY CUT,
NATURAL, CLEAR #00 FINISH. NEW INTERIOR DOOR FRAMES TO BE BUILDING/OWNER STANDARD: KNOCK DOWN (TIMELY,
MITERED OR EQUIVALENT) STYLE, FACTORY FINISH, BLACK.
4. IG INDICATES INSULATED GLAZING, TYP.
5. TG INDICATES TEMPERED GLAZING, TYP.
6. TIG INDICATES TEMPERED, INSULATED GLAZING, TYP.
7. 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).
8. DOORS OPENING INTO SEMI -HEATED SPACE UNCONDITIONED SPACE OR TO THE EXTERIOR TO BE 0.37 MAX U-FACTOR.
9. GC TO COORDINATE WITH TENANT SUPPLIED AND INSTALLED SECURITY AND ALARM SYSTEM.
DOOR HARDWARE NOTES:
TYPE A: PASSAGE SET, FLUSH BOLT, SEALS AND DOOR BOTTOM
4- UUUM Hivu i Kim
(L DOOR AND TRIM
(L DOOR AND TRIM
FLOOR FINISH MATL
SAME ON BOTH SIDES
OF OPENING
RESILIENT FLOOR MATERIAL
DOOR
TRANSITION STRIP
CPT REDUCER STRIP
TO MATCH RUBBER BASE
CARPET/CARPET TILE
CONCRETE SLAB
DOOR
TRANSITION STRIP CPT
REDUCER STRIP
TO MATCH RUBBER BASE
CARPET/CARPET TILE
DOOR/RELITE TYPES
PER DOOR SCHEDULE
J
0
w
U
V)
0
0
0
w
F (FLUSH)
SCALE: 3" = 1'-0"
SCALE: 3" = 1'-0"
FRAME TYPES
c
V
a
TYPE AS SCHEDULED
RUNNER
CASING
1 TO MATCH JAMB
JAMB
STOP
DOOR AS SCHEDULED
TYPE AS SCHEDULED
1 CASING
I TO MATCH EXISTING
PFR grHFnl11 F
V:
d d d
HEAD
)WINDOW
1 1 /2"=1'-0"
d
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Q d
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z
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JAMB o R
STOP
R 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"xi-1/2" BRUSHED ALUM.
ANGLE SECURED TO SLAB
TILE
CONCRETE SLAB OR
RESILIENT FLOOR MATERIAL
DOOR
TRANSITION STRIP
TILE
CONC WALL
BACKER ROD AND SEALANT BOTH
SIDES
DIM
POINT
KAWNEER 451-T OR EQUAL
STOREFRONT SYSTEM
TYP
`1" TYP
(: )WINDOW JAMB
(13
1 SILL/FLOOR TRANSITION O WINDOW SILL
GLAZING PER ELEVATIONS
BACKER ROD AND SEALANT
BOTH SIDES
KAWNEER 451-T OR EQUAL
STOREFRONT SYSTEM
GLAZING 1" INSULATED GLASS, TYP.
BACKER ROD AND SEALANT
BOTH SIDES
CONC TILT -UP WALL PANEL
GLAZING PER ELEVATIONS
KAWNEER 451-T OR EQUAL
STOREFRONT SYSTEM
DIM
POINT
SUBSILL AND END DAM SET IN BED
OF MASTIC
CONC TILT -UP WALL PANEL
R-30 CONTINUOUS BATT INSULATION
5/8" 'TYPE X' GWB, FIRETAPED ONLY ON
WAREHOUSE SIDE - FINISH AS SCHEDULED ON
OFFICE SIDE, OVER 3-5/8" x 1-5/8", 20 GA
MTL. STUD FRAMING ® 24" OC MAX 1/2"
DEFLECTION (L240) W/ R-13 BATT INSULATION
W/ R10 CONTINUOUS RIGID INSULATION AND
FSK-25 VAPOR BARRIER WHERE EXPOSED AND
AT WARM WALLS
6" 20 GA CEILING JOISTS @ 24" OC - MAX
1/2" DEFLECTION (L/240)
CEILING PER PLAN
METAL STUD RUNNER ATTACHED TO EXISTING CONC.
SLAB W/ 5/32" DIA LOW -VELOCITY POWER -DRIVEN
FASTENER W/ 1 1/4" PENETRATION MIN, 18" OC
UTILITY/WHSE PARTITION
N
ALL GLAZING SHALL BE CERTIFIED AND LABELED
WITH MAX U-FACTOR OF 0.40 & SHGC OF .40
8,-0"
3 EQ.
IG
IG
IG
7
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\
A2.2\
ZS
IG
IG
IG
X !
w
TIG
TIG
TIG
w
/11NFILL ELEVATION
REFLECTED CEILING PLAN
1'-0"
CEILING GENERAL NOTES
PER: 2012 INTERNATIONAL BUILDING CODE (IBC) SECTIONS 803.9, 808 AND 1613.1,
AMERICAN SOCIETY 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
`' ` Habitat
A.
REFERENCED SOURCES PER HIERARCHY. 2012 INTERNATIONAL BUILDING CODE (IBC), AMERICAN
for Humanity'
SOCIETY OF CIVIL ENGINEERS (ASCE 7-10), AMERICAN SOCIETY OF TESTING MATERIALS (ASTM C 635,
ASTM C 636, ASTM E 580/E 580M), AND CEILINGS AND INTERIOR SYSTEMS CONSTRUCTION
ASSOCIATION (CISCA).
B.
PARTITIONS THAT ARE TIED TO THE CEILING AND ALL PARTITIONS GREATER THAN 6 FEET IN HEIGHT
SHALL BE LATERALLY BRACED TO THE STRUCTURE. BRACING SHALL BE INDEPENDENT OF THE
CEILING SPLAY BRACING SYSTEM. SOURCE: ASCE 7-10 SECTION 13.5.8.1
C.
D.
ALL MAIN BEAMS ARE TO BE HEAVY DUTY (HD). SOURCE: ASTM E580 SECTION 5.1.1
CEILINGS LESS THAN OR EQUAL TO 144 FT2 AND SURROUNDED BY WALLS CONNECTED TO THE
STRUCTURE ABOVE ARE EXEMPT FROM THE SEISMIC DESIGN REQUIREMENTS. SOURCE ASTM E580
SECTION 1.4
Rff
E.
THESE RECOMMENDATIONS ARE INTENDED FOR SUSPENDED CEILINGS AND RELATED COMPONENTS IN
AREAS THAT REQUIRE RESISTANCE TO THE EFFECTS OF EARTHQUAKE MOTIONS. SOURCE: ASTM E580
- C I t @ C . S
SECTION 3.2
F.
ALL WIRE TIES ARE TO BE THREE TIGHT TURNS AROUND ITSELF WITHIN THREE INCHES. TWELVE GAGE
G.
HANGER WIRE SPACED 4 FOOT ON CENTER. SOURCE: ASTM C636 SECTION 2.3.4
CHANGES IN CEILING PLANES WILL REQUIRE POSITIVE BRACING. SOURCE: ASTM E580 SEC11ON 5.2.8.6
2505 Third Avenue
LATERAL FORCE BRACING
Suite 324
H.
CEILINGS CONSTRUCTED OF SCREW -OR -NAIL -ATTACHED GYPSUM BOARD ON ONE LEVEL THAT ARE
Seattle, WA 98121
SURROUNDED BY AND CONNECTED TO WALLS OR SOFFITS THAT ARE LATERALLY BRACED TO THE
STRUCTURE ABOVE ARE EXEMPT FROM SEISMIC DESIGN REQUIREMENTS. SOURCE: ASCE 7-10 SECTION
13.5.6.2.2 EXCEPTION 2, ASTM E580 SECTION 1.7
206.720.7001 phone
I.
CEILING AREAS OF 1000 FT2 OR LESS SHALL BE EXEMPT FROM LATER FORCE BRACING
206.720.2949 fax
REQUIREMENTS. SOURCE: ASTM E580 SECTION 1.6
J.
LATERAL FORCE BRACING SHALL BE 12 FEET ON CENTER (MAXIMUM) AND BEGIN NO FARTHER THAN
6 FEET FROM WALLS. SOURCE: ASTM E580 SECTION 5.2.8.2
www.craftarchitects.com
K.
SEISMIC SPLAY WIRES ARE TO BE FOUR 12 GAGE WIRES ATTACHED TO THE MAIN BEAM. WIRES ARE
ARRAYED 90' FROM EACH OTHER AND AT AN ANGLE NOT EXCEEDING 45' FROM THE PLANE OF THE
CEILING. SOURCE: ASTM E580 SECTION 5.2.8.2
L.
SEISMIC SPLAY WIRES SHALL BE ATTACHED TO THE GRID AND TO THE STRUCTURE IN SUCH A
MANNER THAT THEY CAN SUPPORT A DESIGN LOAD OF NOT LESS THAN 200 POUNDS OR THE
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 CONNECTION OF THE VERTICAL STRUT TO
SUSPENDED CEILING. SOURCE: ASTM E580 SECTION 5.2.8.2
N.
RIGID BRACING MAY BE USED IN LIEU OF SPLAY WIRES. SOURCE: ASTM E580 SECTION 5.2.8.4
0.
VERTICAL STRUTS MUST BE POSITIVELY ATTACHED TO THE SUSPENSION SYSTEMS AND THE
STRUCTURE ABOVE. SOURCE: ASTM E580 SECTION 5.2.8.2
F
P.
WALL
THE VERTICAL STRUT MAY BE EMT CONDUIT, METAL STUDS OR A PROPRIETARY COMPRESSION POST.
MOLDINGS
Q.
WALL MOLDINGS (PERIMETER CLOSURE ANGLES) ARE REQUIRED TO HAVE A HORIZONTAL FLANGE 2
W 7%
INCHES WIDE. ONE END OF THE CEILING GRID SHALL BE ATTACHED TO THE WALL MOLDING, THE
OTHER END SHALL HAVE A % INCH CLEARANCE FROM THE WALL AND FREE TO SLIDE. SOURCE:
v
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. STABILIZER BARS, CROSS TEES OR OTHER
MEANS TO PREVENT SPREADING SHALL OCCUR WITHIN 8 IN. OF EACH WALL. SOURCE: ASTM E580
S.
SECTION 5.2.4
SPREADER BARS ARE NOT REQUIRED AT PERIMETERS WHERE RUNNERS ARE ATTACHED DIRECTLY TO
CLOSURE ANGLES. SPREADER BARS ARE NOT REQUIRED IF A 90 DEGREE INTERSECTING CROSS OR
MAIN IS WITHIN 8 INCHES OF THE PERIMETER WALL
HANGER (SUSPENSION) WIRES
a:
T.
HANGER AND PERIMETER WIRES MUST BE PLUMB WITHIN 1 IN 6 UNLESS (FIGURE 5A) COUNTER
U.
SLOPING WIRES ARE PROVIDED. SOURCE: ASTM C636 SECTION 2.1.4
HANGER WIRES SHALL BE 12 GAGE AND SPACED 4 FEET ON CENTER OR 10 GAGE SPACED 5 FEET
_,,^
0
V.
ON CENTER. SOURCE: ASTM C636 SECTION 2.1
ANY CONNECTION DEVICE AT THE SUPPORTING CONSTRUCTION SHALL BE CAPABLE OF CARRYING NOT
W.
LESS THAN 100 POUNDS. SOURCE: CISCA ZONES 3-4
TERMINAL ENDS OF EACH MAIN BEAM AND CROSS TEE MUST BE SUPPORTED WITHIN 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 SHALL BE USED WHERE OBSTRUCTIONS
PRECLUDE DIRECT SUSPENSION.
LO
TRAPEZE SUSPENSIONS SHALL BE SIZED TO RESIST THE DEAD LOAD AND LATERAL FORCES
00
APPROPRIATE FOR THE SEISMIC CATEGORY. SOURCE: ASTM E580 SECTION 5.2.7.4
M
ELECTRICAL FIXTURES
Y. LIGHT FIXTURES WEIGHING LESS THAN 10 POUNDS SHALL HAVE ONE 12 GAGE HANGER WIRE
CONNECTED FROM THE FIXTURE TO THE STRUCTURE ABOVE. THIS WIRE MAY BE SLACK. SOURCE:
ASTM E580 SECTION 5.3.4
Z.
LIGHT FIXTURES WEIGHING MORE THAN 10 POUNDS AND LESS THAN 56 LBS SHALL HAVE TWO 12
GAGE WIRES ATTACHED AT OPPOSING CORNERS OF THE LIGHT FIXTURE TO THE STRUCTURE ABOVE.
THESE WIRES MAY BE SLACK. SOURCE: ASTM E580 SECTION 5.3.5
AA.
LIGHT FIXTURES WEIGHING MORE THAN 56 LBS. SHALL BE SUPPORTED DIRECTLY FROM THE
STRUCTURE ABOVE BY APPROVED HANGERS. SOURCE: ASTM E580 SECTION 5.3.6
AB.
PENDANT MOUNTED FIXTURES SHALL BE DIRECTLY SUPPORTED FROM THE STRUCTURE ABOVE USING
A 9 GAGE WIRE OR AN APPROVED ALTERNATE SUPPORT WITHOUT USING THE CEILING SUSPENSION
SYSTEM FOR DIRECT SUPPORT. SOURCE: ASTM E580 SECTION 5.3.7
CONSULTANT
AC.
TANDEM FIXTURES MAY UTILIZE COMMON WIRES.
MECHANICAL SERVICES
AD.
TERMINALS OR SERVICES WEIGHING LESS THAN 20 LBS. SHALL BE POSITIVELY ATTACHED TO THE
CEILING SUSPENSION MAIN RUNNERS OR TO CROSS RUNNERS THAT HAVE THE SAME CARRYING
CAPACITY AS THE MAIN RUNNERS. SOURCE: ASTM E580 SECTION 5.4.1
AE.
TERMINALS OR SERVICES WEIGHING 20 LBS. BUT NOT MORE THAN 56 LBS. SHALL HAVE, IN ADDITION
TO 5.4.1. TWO 12 GAGE WIRES CONNECTING THEM TO THE CEILING SYSTEM HANGERS OR THE
STRUCTURE ABOVE. THESE WIRES MAY BE SLACK. SOURCE: ASTM E580 SECTION 5.4.2
AF.
TERMINALS OR SERVICES WEIGHING MORE THAN 56 LBS. SHALL BE SUPPORTED DIRECTLY FROM THE
STRUCTURE ABOVE BY APPROVED HANGERS. SOURCE: ASTM E580 SECTION 5.4.3
SEISMIC SEPARATION JOINTS
AG.
FOR CEILING AREAS EXCEEDING 2,500 SQUARE FEET, A SEISMIC SEPARATION JOINT OR FULL HEIGHT
WALL PARTITION THAT BREAKS THE CEILING SHALL BE PROVIDED UNLESS ANALYSES ARE PERFORMED
OF THE CEILINGS BRACING SYSTEM, CLOSURE ANGLES AND PENETRATIONS TO PROVIDE SUFFICIENT
CLEARANCE. SOURCE: ASCE 7-10 SECTION 13.5.6.2.2 B
SPRINKLERS
AH.
FOR CEILINGS WITHOUT RIGID BRACING, SPRINKLER HEAD PENETRATIONS SHALL HAVE A 2 INCH
OVERSIZE RING, SLEEVE OR ADAPTER THROUGH THE CEILING TILE TO ALLOW FREE MOVEMENT OF AT
7052
LEAST 1 INCH IN ALL HORIZONTAL DIRECTIONS. FLEXIBLE HEAD DESIGN THAT CAN ACCOMMODATE 1
INCH FREE MOVEMENT SHALL BE PERMITTED AS AN ALTERNATE. SOURCE: ASTM E580 SECTION
VARCEGISTERED
HITECT
5.2.8.5
LEGEND' YWM HI AFT
STATE 0 WAS GT N
EXISTING PARTITION TO REMAIN
Submittals/Revisions:
PARTITION / ELEMENT TO BE DEMOLISHED
NEW PARTITION
1X4 SURFACE MOUNTED FLUORESCENT FIXTURE W/ WRAP
AROUND ACRYLIC LENS
GWB
GYPSUM BOARD CEILING
CEILING KEY NOTES: O
1. LIGHT CENTERED IN ROOM, BOTH DIRECTIONS
2. INSTALL NEW 5/8" GWB CEILING IN UTILITY ROOM. Sheet Title: REFLECTED CEILING PLAN
MATCH EXISTING CEILING HEIGHT
Kl--V —VVED FOR
ICOOE COMPLIANCE
APPROVED
OCT 13 2015
City of Tukwila
BUILDING DIVISION
DOOR SCHEDULE & PARTITION TYPES
RECEIVED
CITY OF TUMILA Date: 09.130.115
OCT 0 5 2015 Design: PE
PERMIT CENT+ EP' Drawn: TL
15-096
X P..''! I E roved: KCR
120 Building No: