HomeMy WebLinkAboutPermit D16-0313 - K2 STONE - RAISE CEILINGK2 STONE
3315 S 116 ST
D16-0313
Parcel No:
Address:
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.aov
DEVELOPMENT PERMIT
0923049068 Permit Number: D16-0313
3315 S 116TH ST Suite 109 UnitBLDG 4 Issue Date:
Permit Expires On:
Project Name: K2 STONE
12/7/2016
6/5/2017
Owner:
Name:
Address:
Contact Person:
Name:
Address:
EPROPERTY TAX INC DEPT 207
PO BOX 4900 , SCOTTSDALE, WA,
85261
SCOTT KALOPER
13 CENTRAL WAY SUITE D , KIRKLAND,
WA, 98033
Contractor:
Name: GIBRALTAR MAINT & CONSTR INC
Address: 13 CENTRAL WAY SUITE D, KIRKLAND,
WA, 98033
License No: GIBRAMC980B8
Lender:
Name: K2 STONE
Address: 3315 S 116TH ST BLDG 4 SUITE 109 ,
TUKWILA, WA, 98168
Phone: (425) 505-0010
Phone:
Expiration Date: 2/18/2018
DESCRIPTION OF WORK:
RAISE/MODIFY ACT CEILING IN EXISTING OFFICE SPACE.
Project Valuation: $14,493.00
Type of Fire Protection:
Sprinklers: YES
Fire Alarm: YES
Type of Construction: VB
Electrical Service Provided by: TUKWILA
Fees Collected: $657.82
Occupancy per IBC: B
Water District: TUKWILA
Sewer District: VALLEY VIEW
Current Codes adopted by the City of Tukwila:
International Building Code Edition:
International Residential Code Edition:
International Mechanical Code Edition:
Uniform Plumbing Code Edition:
International Fuel Gas Code:
2015
2015
2015
2015
2015
National Electrical Code:
WA Cities Electrical Code:
WAC 296-46B:
WA State Energy Code:
2014
2014
2014
2015
Public Works Activities:
Channelization/Striping:
Curb Cut/Access/Sidewalk:
Fire Loop Hydrant:
Flood Control Zone:
Hauling/Oversize Load:
Land Altering: Volumes: Cut: 0 Fill: 0
Landscape Irrigation:
Sanitary Side Sewer: Number: 0
Sewer Main Extension:
Storm Drainage:
Street Use:
Water Main Extension:
Water Meter: No Permit Center Authorized Signature:ft/U./141(1/
Date:
I hearby certify that I have read and examined this permit and know the same to be true and correct. All
provisions of law and ordinances governing this work will be complied with, whether specified herein or not.
The granting of this permit does not presume to give authority to violate or cancel the provisions of any other
state or local laws regulating construction or the performance of work. I am authorized to sign and obtain this
development per : agree to the conditions attached to this permit.
Signa
Print Name:
Date: / a(7//e4
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: Partition walls shall not be tied to a suspended ceiling grid. All partitions greater than 6 feet in height shall
be laterially braced to the building structure. Such bracing shall be independent of any ceiling splay
bracing.
6: All construction shall be done in conformance with the Washington State Building Code and the
Washington State Energy Code.
7: 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.
8: 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).
9: All electrical work shall be inspected and approved under a separate permit issued by the City of Tukwila
Permit Center.
10: VALIDITY OF PERMIT: The issuance or granting of a permit shall not be construed to be a permit for, or an
approval of, any violation of any of the provisions of the building code or of any other ordinances of the City
of Tukwila. Permits presuming to give authority to violate or cancel the provisions of the code or other
ordinances of the City of Tukwila shall not be valid. The issuance of a permit based on construction
documents and other data shall not prevent the Building Official from requiring the correction of errors in
the construction documents and other data.
13: 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)
11: 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).
15: 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)
14: 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)
12: Contact The Tukwila Fire Prevention Bureau to witness all required inspections and tests. (City Ordinances
#2436 and #2437)
16: Any overlooked hazardous condition and/or violation of the adopted Fire or Building Codes does not imply
approval of such condition or violation.
17: 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
0406 SUSPENDED CEILING
CITY OF TUKR A
Community Development Department
Public Works Department
Permit Center
6300 Southcenter Blvd., Suite 100
Tukwila, WA 98188
http://www.TukwilaWA.gov
Building Permit No. /(7" 03 (3
Project No.
Date Application Accepted: 11/i 5 /1.
Date Application Expires:
(For office use only)
CONSTRUCTION PERMIT APPLICATION
Applications and plans must be complete in order to be accepted for plan review.
Applications will not be accepted through the mail or by fax.
**Please Print**
SITE LOCATION
Site Address: 3D5 5 \VO
Tenant Name: 'LQ
PROPERTY OWNER (Lv.\vrco\j
Name: ScAi_ 4....\opf
Name:
City: `Lcr�1u�_ State: \,,!A Zip: 7$03"S
Address: �U`i\5
7a. Ave-- S
City: 1(...4i -A6 1 ar,e State: vp Zip: 18
.City: `C�v��-
State: \,/pt
Zip:cr8b3c7
CONTACT PERSON — person receiving all project
communication
Name: ScAi_ 4....\opf
Address: ,� Lehi(a\ V , sv;. *e J
City: `Lcr�1u�_ State: \,,!A Zip: 7$03"S
Phone: (4)s) 505 ...00‘ 0 Fax:
Email: 5 \vv. 0,varo1/4 co,Si —40t1 • coves
GENERAL CONTRACTOR INFORMATION
Name: jt_.a 54,,t,e___
Company Name: Aviv...„ ( ,Ask 't)C'k;or,
p / /�
(\l //'T
Address: 13 6e0As-0.` Wai\ , .5v, re `(J
Architect Name:
City: 1(...4i -A6 1 ar,e State: vp Zip: 18
633
Phone: 006)3G5_444 0 Fax:
Contr Reg No.: 61 Qrzoic 1 eo 68 Exp Date: /i,g/18
I
City:
Tukwila Business License No.: 0606 el q a
Zip:
H:\Applications\Forms-Applications On Line\2012 Applications\Permit Application Revised - 2-7-12.docx
Revised: February 2012
bh
King Co Assessor's Tax No.:
Suite Number: tel Floor:
New Tenant: Yes ❑ .. No
ARCHITECT OF RECORD
Name: jt_.a 54,,t,e___
Company Name:
p / /�
(\l //'T
/
/
Architect Name:
Address:
City:
State:
Zip:
Phone:
Fax:
Email:
City:
ENGINEER OF RECORD
Name: jt_.a 54,,t,e___
Address:1N 5 S u .-'-i" 5}-' 663. ti �,..kc. 101
1
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: jt_.a 54,,t,e___
Address:1N 5 S u .-'-i" 5}-' 663. ti �,..kc. 101
1
City: `r1o1-\A C,_ State: Zip:
Page 1 of 4
BUILDING PERMIT INFORMATI - 206-431-3670
Valuation of Project (contractor's bid price): $ t / 4(13 Existing Building Valuation: $
Describe the scope of work (please provide detailed information):
c24„ r\o& GG; I n) rl 2163:SA-
(see cAo.dael puns,
Will there be new rack storage? ❑ ....Yes
A..No If yes, a separate permit and plan submittal will be required.
Provide All Building Areas in Square Footage Below
PLANNING DIVISION:
Single family building footprint (area of the foundation of all structures, plus any decks over 18 inches and overhangs greater than 18 inches)
*For an Accessory dwelling, provide the following:
Lot Area (sq ft): Floor area of principal dwelling: Floor area of accessory dwelling:
*Provide documentation that shows that the principal owner lives in one of the dwellings as his or her primary residence.
Number of Parking Stalls Provided: Standard:
Will there be a change in use? 0 Yes
Compact:
Handicap:
0 No If "yes", explain:
FIRE PROTECTION/HAZARDOUS MATERIALS:
Sprinklers Automatic Fire Alarm 0 None
0 Other (specify)
Will there be storage or use of fl mmable, combustible or hazardous materials in the building? ❑ Yes No
If `yes', attach list of materials and storage locations on a separate 8-1/2" x 11 " paper including quantities and Material Safe ata Sheets.
SEPTIC SYSTEM
0 On-site Septic System — For on-site septic system, provide 2 copies of a current septic design approved by King County Health
Department.
H:Wpplications\Forms-Applications On Line\2012 Applications\Permit Application Revised - 2-7-12.docx
Revised: February 2012
hh
Page 2 of 4
Existing
Interior Remodel
Addition to
Existing
Structure
New
Type of
Construction per
IBC
Type of
Occupancy per
IBC
1st Floor
—
2nd Floor
3rd Floor
Floors thru
Basement
Accessory Structure*
Attached Garage
Detached Garage
Attached Carport
Detached Carport
Covered Deck
Uncovered Deck
PLANNING DIVISION:
Single family building footprint (area of the foundation of all structures, plus any decks over 18 inches and overhangs greater than 18 inches)
*For an Accessory dwelling, provide the following:
Lot Area (sq ft): Floor area of principal dwelling: Floor area of accessory dwelling:
*Provide documentation that shows that the principal owner lives in one of the dwellings as his or her primary residence.
Number of Parking Stalls Provided: Standard:
Will there be a change in use? 0 Yes
Compact:
Handicap:
0 No If "yes", explain:
FIRE PROTECTION/HAZARDOUS MATERIALS:
Sprinklers Automatic Fire Alarm 0 None
0 Other (specify)
Will there be storage or use of fl mmable, combustible or hazardous materials in the building? ❑ Yes No
If `yes', attach list of materials and storage locations on a separate 8-1/2" x 11 " paper including quantities and Material Safe ata Sheets.
SEPTIC SYSTEM
0 On-site Septic System — For on-site septic system, provide 2 copies of a current septic design approved by King County Health
Department.
H:Wpplications\Forms-Applications On Line\2012 Applications\Permit Application Revised - 2-7-12.docx
Revised: February 2012
hh
Page 2 of 4
PUBLIC WORKS PERMIT INFC [ATION — 206-433-0179
Scope of Work (please provide detailed information):
Call before you Dig: 811
Please refer to Public Works Bulletin #1 for fees and estimate sheet.
Water District
❑ .. Tukwila ❑ ...Water District #125
❑ .. Water Availability Provided
Sewer District
❑ .. Tukwila
❑ .. Sewer Use Certificate
❑... Highline
❑...Valley View ❑...Renton
0 ...Sewer Availability Provided
0... Renton
❑... Seattle
Septic System:
0 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 apply):
❑ .. Civil Plans (Maximum Paper Size — 22" x 34")
❑ .. Technical Information Report (Storm Drainage)
0 .. Bond 0...Insurance 0... Easement(s)
Proposed Activities (mark boxes that apply):
0 .. Right-of-way Use - Nonprofit for less than 72 hours
❑ .. Right-of-way Use - No Disturbance
❑ .. Construction/Excavation/Fill - Right-of-way 0
Non Right-of-way 0
❑ .. Total Cut
❑ .. Total Fill
cubic yards
cubic yards
❑ .. Sanitary Side Sewer
❑ .. Cap or Remove Utilities
0 .. Frontage Improvements
❑ .. Traffic Control
❑ .. Backflow Prevention - Fire Protection
Irrigation
Domestic Water
0 .. Permanent Water Meter Size (1)
❑ .. Temporary Water Meter Size (1)
❑ .. Water Only Meter Size
❑ .
❑ .
❑.
❑.
❑.
❑.
Geotechnical Report
.. Maintenance Agreement(s)
❑ .. Traffic Impact Analysis
❑ .. Hold Harmless — (SAO)
❑ .. Hold Harmless — (ROW)
0...Right-of-way Use - Profit for less than 72 hours
0...Right-of-way Use — Potential Disturbance
0... Work in Flood Zone
❑... Storm Drainage
.. Abandon Septic Tank
.. Curb Cut
.. Pavement Cut
.. Looped Fire Line
❑ .. Sewer Main Extension Public
❑ .. Water Main Extension Public
❑... Grease Interceptor
0... Channelization
❑...Trench Excavation
0... Utility Undergrounding
WO # (2) " WO # (3)
WO # (2) " WO # (3)
WO # ❑ .. Deduct Water Meter Size
Private 0
Private ❑
" WO#
" WO#
FINANCE INFORMATION
Fire Line Size at Property Line
❑ .. Water 0 .. Sewer 0 .. Sewage Treatment
Monthly Service Billing to:
Name:
Mailing Address:
Number of Public Fire Hydrant(s)
Day Telephone:
Water Meter Refund/Billing:
Name:
Mailing Address:
City
State Zip
Day Telephone:
City
State Zip
H:Wpplications\Forms-Applications On Line\2012 Applications\Permit Application Revised - 2-7-12.docx
Revised: February 2012
hh
Page 3 of 4
PERMIT APPLICATION NOTES —
Value of Construction — In all cases, a value of construction amount should be entered by the applicant. This figure will be reviewed and is subject
to possible revision by the Permit Center to comply with current fee schedules.
Expiration of Plan Review — Applications for which no permit is issued within 180 days following the date of application shall expire by limitation.
The Building Official may grant one or more extensions of time for additional periods not exceeding 90 days each. The extension shall be
requested in writing and justifiable cause demonstrated. Section 105.3.2 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 OWN5R OR AUT RIZED AGENT:
Signature: .1 / Date: `1 1 1 1/16
Print Name:
Mailing Address: (c" 'r&k Yoj t S AC. 9
Day Telephone: `CDS) 505 —°°\d
H:Wpplications\Forms-Applications On Line\2012 Applications\Permit Application Revised - 2-7-12.docx
Revised: February 2012
hh
City
LIPF 980'
State Zip
Page 4 of 4
Cash Register Receipt
City of Tukwila
DESCRIPTIONS 1 ACCOUNT
PermitTRAK
I QUANTITY
I PAID
$657.82
D16-0313 Address: 3315 S 116TH ST BLDG 4 Apn: 0923049068
$657.82
DEVELOPMENT
$638.60
PERMIT FEE
R000.322.100.00.00
0.00
$384.30
PLAN CHECK FEE
R000.345.830.00.00
0.00
$249.80
WASHINGTON STATE SURCHARGE
B640.237.114
0.00
$4.50
TECHNOLOGY FEE
$19.22
TECHNOLOGY FEE
TOTAL FEES PAID BY RECEIPT: R9857
R000.322.900.04.00
0.00
$19.22
$657.82
Date Paid: Tuesday, November 15, 2016
Paid By: SCOTT KALOPER
Pay Method: CREDIT CARD 110122
Printed: Tuesday, November 15, 2016 11:02 AM 1 of 1
CHSYSTEMS
INSPECTION NO.
INSPECTION RECORD
Retain a copy with permit
PERMIT NO.
CITY OF TUKWILA BUILDING DIVISION
6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-367
Permit Inspection Request Line (206) 438-9350
Project:
Tylke of Inspection:
j
Address:
33i Sll
sr
Date Called:
Special Instructions:
Sul
Rj
/
`�
C?
Date Wanted
/2 30*
a.m.
P• •
Requester.
Phone No:
Approved per applicable codes. LJ Corrections required prior to approval.
COMMENTS:
Inspector:
Date:/a 3v /.
REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be
paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection.
INSPECTION RECORD
Retain a copy with permit
INSPECTION NO. PERMIT NO.
CITY OF TUKWILA BUILDING DIVISION
6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670
Permit Inspection Request Line (206) 438-9350
bib -a31.3
Project 1
K2 $ ,j -g
Type of Inspection:
So SPeAlb6b 06/v4:-
6/4 :-Address:
Address:
SsiS5 /iG '"?--
Date Called:
Special Instructions:
5u ITV /09- 8 -b� 11
Date Wanted:
/Z/5*
a.m.
CALL J� /4-reon2S
Requester 4144
Phone No:
— 20e - Ili /3
Approved per applicable codes. Corrections required prior to approval.
COMMENTS:
AVOWAL 1 S C0,07) A5r"
QAJ ritW bei' AVM
Inspector:
REINSPECTION FEE REQUIRED. Prior to next inspection. fee must be
paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection.
1
INSPECT -ION NUMBER
INSPECTION RECORD
Retain a copy with permit
S
/4-5 ~ 2
PERMIT NUMBERS
CITY OF TUKWILA FIRE DEPARTMENT
206-575-4407
Project:'��
r_i ,
�--r
Type o Inspection: (
5 Caleg- 5 se Fi,JR-L--
Address: _5 -5��
Suite #:
5
#4,
Contact Person: r
- �r Fir- R
Special Instructions:
5 pr "' --- __ o .
Phone No.:
Approved per applicable codes.
Corrections required prior to approval.
COMMENTS:
Sprinklers:
Fire Alarm:
Hood & Duct:
O k- 77.E ceY
Pre -Fire:
Permits:
Occupancy Type:
i Lc- C,6-72_ F7,,
5 pr "' --- __ o .
/---/zc F i - / Qpa-eVEL 1/0/ GC(7(l.CZ%ZGr
Ala TIG
• F/,' (2 -E7 -v! e --P\1 - G FE/C e-5 44 t4 -Li io : t-6
Cf;)/n_ 461 C
rI d Ai F../(41-- 17)c %i 6 i, r a fie n 5
/•\,4,7-,-,1C Cf It tr, rit
Needs Shift Inspection:
Sprinklers:
Fire Alarm:
Hood & Duct:
Monitor:
Pre -Fire:
Permits:
Occupancy Type:
Inspector: f'i 45-4_/5---'
Date: t2/?ib(,
Hrs.: /
$100.00 REINSPECTION FEE REQUIRED. You will receive an invoice from
the City of Tukwila Finance Department. Call to schedule a reinspection.
Billing Address
Attn:
Company Name:
Address:
City:
State:
Zip:
Word/Inspection Record Form.Doc
3/14/14
T.F.D. Form F.P. 113
FILE COPY
Perm!t No. DHIP01221)32
Plan review - _ v ub ect to errors and orY '3si krs.
Approval of consi ,:c i; n documents .� t�
does ibv:
the violation of any adopted code•or ordinance. FR€CC t
of approved Field Copy d conditions is acknoww$d 3d:
By:
Date:
City of Tukwila
BUILDING DIVISION
REVISIONS
No chances shall h-, m7;cie to the scope
of work witho'.. prior approval of
Tukwila Buildinn Division
NOTE: Revisions will rcquiro a n °.v p'an submittal
and may include additional plan review fees
1.. ..c. Fe
�... 1 i • , .-i 1.
Mechanical
2'E1ectricat
f2rPtumbing
,I Gas Piping
City of Tukwila
BUILDING DIVISION
l
RECEIVED
CITY OF TUKWILA
NOV 15 2016
PERMIT CENTER
0 3 1 3
REVIPWED FOR
CODECOMPLIANCE
APPROVED
DEC'01 2016
I
wJ. .gIz-
City Of Tukwila
BUILDING DIVISION
NWCB Technical Document
SUSPENDED CEILINGS
401
12/13
Suspension Systems for Acoustical Lay -in Ceilings
Seismic Design Categories D, E & F
This document has been revised based on current Building Code standards. In all buildings, other than structures classified as
essential facilities, suspended ceilings installed in accordance with the prescriptive provisions of the 401 document are
deemed to comply with the current building code interpretation.
This document provides the IBC -2012 referenced standards for the installation of suspension systems for acoustical lay -in
ceilings. Incorporation of this document will provide a more uniform standard for installation and inspection. This document is
aesigned to accomplish the intent of the International Budding Code (IBC) with regard to the requirements for seismic design
category D, E and F for suspended ceilings and related items. Unless supported by engineering, the suspension system shall be
installed per these requirements and those of the referenced documents. Manufacturers' recommendations should be followed
where applicable.
General Recommendations
• Referenced sources per hierarcny: 2012 International Building Code (IBC), American Society of Civil Engineers
(ASCE 7-10), American Society of Testing Materials (ASTM C 635, ASTM C 636, ASTM E 5801E 580M), and
Ceilings and Interior Systems Construction Association (CISCA).
Partitions that are tied to the ceiling ano 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. v: „r^ : a,;;r ;_ ;,,t.,;;,-,. „ b
RECEIVED
CITY OF TUKWILA
NOV 15 2016
PERMIT CENTER
• For further information on bracing of non-loac bearing partitions refer to NWCB Technical Document #200-501.
• All main beams are to be Heavy Duty (HD). s.,,,c„.,,4;7.1E5a:,,:...:..
• Ceilings less than or equal to 144 ft2 and surrounded oy walls connected to the structure above are exempt from
the seismic design requirements. so.:,�ews..r
• These recommendations are intended for suspended ceilings and relates
components in areas that require resistance to the effects of earthquake motions.
Source' ASTM Eb&G Soc:;on .5 2
• All wire ties are to be three tight turns around itself within three inches. Twelve gage
Hanger wire spaced 4 foot on center (figure 1). source A.sr:> Co3b S' . rcr
• Changes in ceiling planes will require positive bracing.
NWCB
C=,_ 3uRcA
b- 0313
REVIEWEQ FOR
CODE COMPLIANCE
APP•RO ED
DEC41j016
City of Tukwila
BUILQ/N DIVISION
PAGE 1 OF 4
Build to a Higher Standard.
HEADQUARTERS
as: c .<=•',r'.'
tel "' email
www.nwcb.org
OREGON
tel 5(3-2 3-G3Z,T3
email o eu :;a ^ev :.c
figure 2
Lateral force Bracing
45°co.°ss " 1
45° Or
45" Or .Usk
2 gage
sp.ayea
c:ace
Wires
Cross lee Mair oear,
figure 3
Maximum Recommended Lengths for
Vertical Struts
EMT CONDUIT
'i/1" EMT conduit
'/," EMT conduit
1" EMT conduit
up to 5'10"
upto7'8"
up to 949"
METAL STUDS
Single 15/s" meta! stud (20 gage)
Back-to-back5/e" meta! stud
(20 gage)
Single 2 %d' meta; stud (20 gage)
Back-to-back 2'/z' meta; stud (25 gage)
to 12' 0'
up to 15'0"
up to 13'6"
up to 15'0"
Source: Portland Building Department
Note: P.enun- areas; greater Than ;5'!' rrt! re,rrre e,,
calcatatio,:5. 9!neem ,
figure 4a
Attached Wall Molding Requirements
figure 4b
Unattached Wall Molding Requirements
Lateral Force Bracing (figures 2 and 3)
• Ceilings constructed of screw -or -nail -attached gypsum board on
one leve; that are surrounded by ana connected to walls or soffits
that are laterally braced to the structure above are exempt from
seismic design requirements, s , is E i -1C sectk!n 13.5.6.2.2 txc&r}t!on 2,
• Ceiling areas of 1000 ft2 or fess shall be exempt from later force
bracing requirements. sn.,rrr ASTM E SJ Section 1.5
• Lateral force bracing is the use of vertical struts (compression
posts) and splay wires (see figure 2).
• Lateral Force Bracing shall be 12 feet on center (maximum) and
begin no farther than 6 feet from walls. source: As RV Ec8o Section 5.2 8.2
• 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. scwce: Asr,U
pb l SPct,ar, 5 2
• 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, wnichever is greater (figure 6b). so;,: e iSC4 zones 2,--1
• Power Actuated Fasteners (PAF's), when used for seismic
application as part of the prescriptive path in Seismic Design
Categories D, E and F, shall nave an ICC -ES approval for seismic
applications and shall require "special inspection" irrespective of
the type of occupancy category the structure is in. PAF anchors
for kicker wires (splayed wires installed for purposes other than
seismic restraint) are exempt from this requirement. Sco,,ra Star: of
,apes Ciz,c,pr,
• Splay wires are to be within 2 inches of the connection of the
vertical strut to suspended ceiling. so.,rca. ASTM E58u seer. 2 a 2
• Rigid bracing may be used in lieu of splay wires. Scarce 4.ST„M F58.:
S6-c',5.2n
• Ceilings with plenums less than 12 inches to structure are not
required to have lateral force bracing. ,'orr,ano g,,.a,!;gDenartme,nr
• Vertical struts must be positively attached to the suspension
systems and the structure above. so ASTM Ebb.) Segtign e.2
• The vertical strut may be EMT conduit, metal stuas or a proprietary
compression post (see figure 3).
Wall Moldings (figures 4a and 4b)
• Wall moldings (perimeter oosure angles) are required to have a
Horizontal flange 2 inches wide. One end of the ceiling grid shall
oe attached to the wall molding, the other end shall nave a 3/ inch
clearance from the wall and free to slide. source AS E580 Sectio,, 5.2.2
• Where substantiating documentation has been provided to the
local jurisdiction, perimeter dips may be used to satisfy the
requirements for the 2 -inch closure angle. source: stare of Oregon But;o,ng
noes D",s ,.
• The grid shall be attached at two adjacent walls (pop rivets or
approves method). Soffits extending to a point at least level
with the bottom plane of the grid and independently supported
ana laterally bracea to the structure above are deemed to be
Build to a Higher Standard. www.nwcb.org
figure 5a
• r
figure 5b • Countersloping
figure 6a
Vertical hanger wire attachment
Shot -in anchor - .-_-
Structure: concrete --
Ce;rng c p ' - -
3 turns —
ver,cat hanger wire ---
figure 6b
3i4"
Spayed ceiemic bracing wire attachment
a rill -in expansion anchor --
Structure, concrete --------
Steel strap 1" wide x 2" tong x
12 gage minimum
Spayed seismic Bracing wire —
rn-1
equivalent to walls. sc , e Stare ofCregon, Bui,amq Cnaes Dreisson. ASTM E580 Suction
5 t 3 Secur.0 c '✓
Spreader Bars (figure 4b)
• Terminai ends of main runners and cross members shall be tied
together or nave some other approved means to prevent their
spreading. Stabilizer bars, cross tees or other means to prevent
spreadi: rg snail occur within 8 in. of each wall. Source.. ASTM E580 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 incnes of the perimeter wail.
• Where suos:antiating documentation has been provided to the local
jurisdiction, perimeter clips may be used to satisfy the requirements for
spreader bars. sn,,r.:er Scare o? : reC+n, , [iu.-iaing Codes Division
Hanger (Suspension) Wires (figures 5e and 514
• Hanger and perimeter wires must be plumb within 1 in 6 unless (figure 5a)
counter sloping wires are provided (figure 5b). Source ASTM C636 Section 2.1.4
• Hanger wires snail be 12 gage and spaced 4 feet on center or 10 gage
spaced 5 feet on center, S'.urce.. ASTM 0636 Seca,;:, 2.
• Any connection device at the supporting construction shall be capable
of carrying not less than 100 pounds. so:,•o, :./SCAxones3-4
• Powder Actuated Fasteners (PAFs) are an approved method of
attachment for nanger wires. Source: Sion4..,r are,,;,;,,. Bui'd;ng Coca s Division
• Terminal ends of each main beam and cross tee must be supported
within 8 inches of each wall with a perimeter wire (see figure 4 & 5 a).
ct AS .:�=',=1.'. J%':^,viii•. ^.?.
• 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. Trapeze suspensions shall
be sized to resist the dead load and lateral forces appropriate for the
seismic category. So.uce: AST M E581 Section ., 2 7 4
Electrical fixtures
• Light fixtures weighing less than 10 pounds shall have one 12 gage
hanger wire connected from tne fixture to the structure above. This wire
may be slack. So-scc. s+ST;r' E580 Sectrl,n 5.3 4
• 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
• 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
• Pendant mounted fixtures shall be directly supported from the structure
above using a 9 gage wire or an approved alternate support without
using tne ceiling suspension system for direct support. source ASTM E530
Sertic:r b 9..
• Tandem fixtures may utilize common wires.
Mechanical Services
• 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. sour c ASTME580 vection 5.4 .1
Build to a Higher Standard. www.nwcb.org
figure 7
F.ar,e
Pop
R,wc
• 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.
ASTM E5$0 Sociicn 5.4.2
• Terminals or services weighing more than 56 lbs. shall
be supported directly from the structure above by
approved hangers. So.,rce ASTM E580Sec': n .,
Seismic Separation Joints (figure 7)
• For ceiling areas exceeding 2,500 square feet, a
seismic separation joint or full height wall partition that
breaks the ceiling snail be providea unless analyses
are performed of the ceilings bracing system. closure
angles and penetrations to provide sufficient clearance.
So:,rce-ASCE 7-10 Sect,on 73.5.5.2.2
The layout and location of the seismic separation
joint shall be per the aesigner of record and noted on
the plans. If a seismic separation joint is required by
the designer, the designer may use the generic joint
detailed in this document or a proprietary joint. The
amount of free movement (gap design) shall be a
minimum of 3/4 inch. 30.,r State o' Oragcn .0:ra.ng Gods D.ws.on
• In lieu of seismic separation joints, the ceiling may be
divided into areas less than 2500 square feet by the use
of partitions or soffits as follows: partitions shall extend a
minimum of 6 inches above the level of the plane of the
gria and shall be inaepenaently braced to the structure
aoove. Soffits shall extend to a point at least level with
the bottom plane of the grid and shall be independently
supported and laterally braced to the structure above.
3' qro of 0.,: , •'q:n� Cones urorS'fir. ASTM E580 Sector q 2 p. '
Sprinklers
• For ceilings witnout rigid bracing, sprinkler heac
penetrations shall have a 2 incn oversize ring, sleeve or
adapter through the ceiling tile to allow free movement of
at least 1 inch in all horizontal directions. Flexible head
design that can accommodate 1 inch free movement shall
be permitted as an alternate, sc.ace AS- :'tES5OS.:ceon 5.285
Glossary for this Document (regional terminology may vary)
CROSS TEES The cross member that interlock with the main
beams, also known as cross runners or cross T -bars.
DIFFUSER A circular or rectangular metal grill used for the
passage of air from a ducted system.
ESSENTIAL SERVICE BUILDINGS Any buildings designed to be
used by public agencies as a fire station, police station, emer-
gency operations center, State Patrol office, sheriff's office, or
emergency communication dispatch center.
GRID The main beams and cross tees of the suspension system.
HANGER WIRE 10 or 12 gage soft annealed wire used as pri-
mary support for the grid system. Also called suspension wires.
LATERAL FORCE BRACING The bracing method used to prevent
ceiling uplift or restrict lateral movement auring a seismic event.
Lateral force bracing consists of vertical struts and splay wires.
MAIN BEAM The primary suspension member supported by
hanger wires, also known as the main runner, carrying tee.
carrying runner or mains.
MOLDING/CLOSURE ANGLE A light gauge metal angle or chan-
nel fastened to the perimeter wall or partition to support the
perimeter ends of an accousticai ceiling grid.
PERIMETER CLIPS Proprietary angle bracket attached directly
to the wall molding/closure angle which allows for %" move-
ment in the event of seismic activity and interlocks properly
with ends of grid system.
PERIMETER WIRES Hanger wires placed within eight inches of
the surrounding walls.
PLENUM The space above a suspended ceiling.
SLACK WIRE A 12 gage wire that is not tight or taut.
SPREADER or SPACER BAR A bar with notches to prevent the
suspension system from separating, also called a stabilizer
bar.
SPLAY WIRES Wires installed at an angle rather than perpen-
dicular to the grid.
VERTICAL STRUTS The rigia vertical member used in later-
al force bracing of the suspension system. Also known as
compression posts, seismic pods, seismic struts. Common
materials are electrical conduit (EMT), metal studs or propri-
etary products.
The NWCB has peen serving the consr .cton .no..stry for over fort,/ years .: s recogn,zeo as a tecrn.cai ac:corny ecucatonai 000y and spoKesperson for the waft and ceili
industry. it provides seances to architects arta the co -ism -mon comm..tn.:y o' ai. matters re,at.ng :o the overs.;,ea v a:, aro ce,!,ng .ncustry As tfre .-ro.stry s oevetooment
and coordination organization, the NWCS saw tre neeo to estao..isn a coc Ment to provide clanficat:on aro the .r.tent of NEHRP (Nator:ai Earng4ane hazards Reduction
Program) an agency of FEMA (Federa: Emergency Management Agency)..:.s meant to serve as a set c' recomrnenca:.ocs 5,18 Is not ;nteneeo for any soecific construction
project. This technical eoc meat .s to serve as a g.iidelsne and ,t .s not ;nteneeo 'or any soer„hc ccns ruction crolects. NWCB mases no express or .mpsed warranty or
guarantee of the techniodes, construction wetnods or mater;als .den:.t,ed hc'ei^
PAGE 4 OF 4
9
Build to a Higher Standard. www.nwcb.org
Conali,V 30% SEISMIC RV Code Compliant Solution
Suspension Systems ICC -ESR -1308
Key Selection
Attributes
Armstrong Seismic Rx
Suspension System Saves
Time and Money
IBC Category C:
• Easier to square the system by
installing tight to adjacent walls
• Tighter, more secure instanabon
• Eliminate stabilizer bars
IBC Category D, E, F:
• Reduce material costs by using
7/8" molding
• Eliminate stabilizer bars
• Eliminate installation hassles
from 2" wall molding
ICC -ES Recognizes the
Armstrong Seismic Rx
Suspension System as a
Code Compliant Solution
The independent and expert
evaluation and Confirmation by
ICC -ES provides the code official
with proven evidence supporting the
Armstrong Seismic Rx Suspension
System as a code -compliant
alternative design to current IBC
requirements.
Please visit www.icc-es,org
tor a copy of the ESR report.
ESR -1308 Lists Specific Components and Method of Installation
The performance of the Armstrong Seismic Rx Suspension System is oased on a specific combination of components and
method of Installation. Otner manufacturersw components and installation methods were not tested and are not covered in
this evaluation. Substitution of other components puts the system at risk and is not allowed by this ESR report.
Components:
Se:ect a component born sac.", section ,A, B anC C,
A. Suspension Systems
PRELUDES XL' 15/16" Exposed Tee System
PRELUDE XL Fre G..are'" 15/16' Exposed Tee System
PRELUDE XL 15:16 Env::o-menta! Tee System
S:_14.05E'TE0 XL 1,4 Reveal 9118' Boa Slot System
S!i.HOUETTE XL 2/8" Revea: 9 :n" Bolt Sot System
SOPRAFINE0 XL 9/16" Excosed Tee System
SSPRAPi"dE X. Fare G..arc 9/1.6' Exposed Tee System
L1s T ERLUDE0 XL 9/16' Dimensional Tee System.
AL PRELUDE PLOS XL 15.16" Eovironmentat Tee System
SONATA"9/16" D,mens:ora: Tee Systen:
SS PRELUDE Pi-uS XL 15/:6" Enronmen:a; Tee System.
All Design Categories:
Design
Categories 0, E and F
ceavy-cat/
reavy-ccty
Heavy-duty
Heavy -act}
Heavy -1m
Reavy-cuty
reavy-cow
__ neatry-Cnty
Design
Category C
intermediate -duty
▪ ,ntermeciate-cuty
!rtermediate-duty
▪ intermediate-dcty
!ntermemate-duty
.ntermediate-ditty
• ,ctermeciate-auty
• Intermediate -duty
_. :me:rediate-duty
• :ntermeciate-d,ty
LT. ,ntermeciate-duty
B. Components:
1. Angie mooing: nemmec er,:r. :tem B Length
pretmisned exposea flanges ... 7802 144
7802 120
-- 7803 144
.7809 ''44
.078C: 120'
:. 780536 .44
(A)
Flange
7/8"
718-
7/8"
15(16"
7/8'
7/8
(B)
Height
P8 -
7B'
/8`78'
7/8
15./16'
7/8
7;8
0
—t
2a. Shadow rooting: eemmea
5,th pre': nisheo exposed item a Length Flange Height
larges Reveal
7823
(A) (B) (6)
2o. SnaOOw oic,ng (Com :aceta -- 7877
7878
7397
wan BERG ane BERC 2,
—o
120" 2 -- /4' 3/4' '
120' 15/18' 15110"
120' 15,16' :5/16'
120' 15/16- 15/16'
1/4
3/8"
1/2..
Asia: Scacow rnc.a.:9 can oe misted :o da .sec swan ertner flange
C. Accessories:
3. Beam Enc Retatr-.ag C:a
)0,25 main neem or cross tee
to wall mold..^.g and were
grl2 wild re vis me pop r vets
BERC
3ERC2
AL 8E622
BERC
BERM AL BERC2
Armstrong
AL BERC2
"NOTE' Ii is REGLRE.D io
17001 a screw:nreug6,
tre ALBERC2 ,n:o the
.sa1, .^0151; 9 as spawn.
@imstrong
SEISMIC RX® Code Compliant Solution
Suspension Systems ICC -ESR -1308
Category 0, E, F
Attached Wall
BERC2 with Seismic Shadow Molding
e M..
OR Pop Rivets with Angle Molding
Attacned WaI
B or
Pyp RN*:
Unattached Wan
.awc2
BERC2 with Seismic Shadow Molding
Dc't* recor•me..ad
SA11.114411 Mrr eoam
BERC2 with Angle Molding
a. Vq
S4.11.,A 0040
2'
E X
s
Unattached Wan
X Manger Wire
8 SERC or BERC2 Chp
P Pop Rivets
Category C
To download CAO drawing details go to armstrong.comrseismic
NOTE; For complete Seismic Installation requirements contact TechLine
TechLine" / ' 877 ARMSTRONG
877 276 7876
arrnetrong.com/suspensionsytems
CS -375, -1,
A,. uaaemares used nerelr, are the property or AW....cens,ne Company arta /or as a`rl:ates
y... AW-.ce^s."G a%r pery • P^^ted ^ --e „r. ;ac States a Amen: a
3(8" Cfearande Wail
X Manger Wire
B BERC or BERC2 Clip
(14.rnstrong
1
-
Chapter 13
SEISMIC DESIGN REQUIREMENTS FOR
NONSTRUCTURAL COMPONENTS
13.1 GENERAL
13.1.1 Scope
This chapter establishes minimum design criteria
for nonstructural components that are permanently
attached to structures and for their supports and
attachments. Where the weight or a nonstructural
component is greater than or equal to 25 percent of
the effective seismic weight, W, of the structure as
defined in Section 12.7.2, the component shall be
classified as a nonbuildi ng structure and snail be
designed in accordance with Section 15.3.2.
13.1.2 Seismic Design Category
For the purposes of this chapter, nonstructural
components shall be assigned to the same seismic
design category as the structure that they occupy or to
which they are attached.
13.1.3 Component Importance Factor
All components shall be assigned a component
importance factor as indicated in this section. The
component importance factor, 1,, shall be taken as 1.5
if any of the following conditions apply:
1. The component is required to function for
life -safety purposes after an earthquake, including
fire protection sprinkler systems and egress
stairways,
2. The component conveys, suppons, or otherwise
contains toxic, highly toxic, or explosive sub-
stances where the quantity of the material exceeds
a threshold quantity established by the authority
having jurisdiction and is sufficient to pose a threat
to the public if released.
3. The component is in or attached to a Risk Cat-
egory IV structure and it is needed for continued
operation of the facility or its failure could impair
the continued operation of the facility.
4. The component conveys, supports, or otherwise
contains hazardous substances and is attached to a
structure or portion thereof classified by the
authority having jurisdiction as a hazardous
occupancy.
All other components shall be assigned a component
importance factor, 1,,, equal to ;.0.
13.1.4 Exemptions
he following nonstructural components are
exempt from thc requirements of this section:
1. Furniture (except storage cabinets as noted in
Table 13.5-1).
2. Temporary or movable equipment.
3. Architectural components in Seismic Design
Category B other than parapets supported by
bearing walls or shear wails provided that the
component importance factor, /,„ is equal to 1.0.
4. Mechanical and electrical components in Seismic
Design Category 13.
5. Mechanical and electrical components to Seismic
Design Category C provided that thc component
importance factor, 1,,, is equal to 1.0.
6. Mechanical and electrical components in Seismic
Design Categories D, E, or F where all of the
following apply:
a. The component importance factor, 1,,, is equal to
1.0;
b. The component is positively attached to the
structure:
c. Flexible connections are provided between the
component and associated ductwork, piping, and
conduit; and either
1. The component weighs 400 lb (1,780 N) or
less and 'nas a center of mass located 4 ft
(1.22 m) or less above the adjacent floor
level; or
ii. The component weighs 20 Ib (89 N) or less
or, in the case of a distributed system, 5 lb/ft
(73 Nam) or less.
13.1.5 Application of Nonstructural Component
Requirements to Nonbuilding Structures
Nonbuilding structures (including storage racks
and tanks) that are supported by other structures
shall be designed in accordance with Chapter 15.
Where Sectton 15.3 requires that seismic forces oe
determined in accordance with Chapter 13 and
values for R, are not provided in Table 13.5-1 or
13.6-1. R, shall be taken as equal to the value of R
listed in Section 15. The value of a„ shall be deter-
mined in accordance with footnote a of Table 13.5-1
or 13.6-1.
111
The effects of seismic relative displacements shall
be considered in combination with displacements
caused by other loads as appropriate.
13.4 NONSTRUCTURAL
COMPONENT ANCHORAGE
Nonstructural components and their supports shall be
attached (or anchored) to the structure in accordance
with the requirements of this section and the attach-
ment shall satisfy the requirements for the parent
material as set forth elsewhere in this standard.
Component attachments shall be bolted, welded,
or otherwise positively fastened without consideration
of frictional resistance produced by the effects of
gravity. A continuous load path of sufficient strength
and stiffness between the component and the support-
ing structure shall be provided. Local elements of
the structure including connections shall be designed
and constructed for the component forces where
they control the design of the elements or their
connections. The component forces shall be those
determined in Section 13.3.1, except that modifica-
tions to Fr, and Rn due to anchorage conditions need
not be considered. The design documents shall
include sufficient information relating to the attach-
ments to verify compliance with the requirements of
this section.
13.4.1 Design Force in the Attachment
The force in the attachment shall be determined
based on the prescribed forces and displacements for
the component as determined in Sections 13.3.1 ano
13.3.2, except that R,, shall not be taken as larger
than 6.
13.4.2 Anchors In Concrete or Masonry.
13.4.2.1 Anchors in Concrete
Anchors in concrete shall be designed in accor-
dance with Appendix D of ACI 318.
13.4.2.2 Anchors in Masonry
Anchors in masonry shall be designed in accor-
dance with TMS 402/ACI 503/ASCE 5. Anchors shall
be designed to be governed by the tensile or shear
strength of a ductile steel element.
EXCEPTION: Anchors shall be permitted to be
designed so that the attachment that the anchor is
connecting to the structure undergoes ductile yielding
at a load level corresponding to anchor forces not
greater than their design strength, o: the minimum
MINIMUM DESIGN LOADS
design strength of the anchors shall be at least 2.5
times the factored forces transmitted by the
component.
13.4.2.3 Post -Installed Anchors. in Concrete
and Masonry
Post -installed anchors in concrete shall be
prequalified for seismic applications in accordance
with ACJ 355.2 or other approved qualification
procedures. Post -installed anchors in nlasonry shall be
prequalified for seismic applications in accordance
with approved qualification procedures.
13.4.3 Installation Conditions
Determination of forces in attachments shall take
into account the expected conditions of installation
including eccentricities and prying effects.
13.4.4 Multiple Attachments
Determination of force distribution of multiple
attachments at one location shall take into account the
stiffness attd ductility of the component, component
supports, attachments, and structure and the ability to
redistribute loads to other attachments in the group.
Designs of anchorage in concrete in accordance with
Appendix D of ACI 318 shall be considered to satisfy
this requirement.
13.4.5 Power Actuated Fasteners
Power actuated fasteners in concrete or steel shall
not be used for sustained tension loads or for brace
applications in Seismic Design Categories D, E, or F
unless approved for seismic loading. Power actuated
fasteners in masonry are not permitted unless
approved for seismic loading.
EXCEPTION: Power actuated fasteners in
concrete used for support of acoustical tilt or lay -in
panel suspended ceiling applications and distributed
systems where the service load on any individual
fastener does not exceed 90 1b (400 N). Power
actuated fasteners in steel where the service load on
any individual fastener does not exceed 250 lb
(1,112 N).
13.4.6 Friction Clips
Friction clips in Seismic Design Categories D, E,
or F shall not be used for supporting sustained loads
in addition. to resisting seismic forces. C-type beam
and large flange clamps arc permitted for hangers
provided they arc equipped with restraining straps
equivalent to those specified in NEPA 13, Section
9.3.7. Lock nuts or equivalent shall be provided to
?reveat loosening of threaded connections.
115
CHAPTER 13 SEISMIC DESIGN REQUIREMENTS FOR NONSTRUCTURAL COMPONENTS
13.5 ARCHITECTURAL COMPONENTS
13.5.1 General
Architectural components, and their supports and
attachments, shall satisfy the requirements of this
section. Appropriate coefficients shall be selected
from Table 13.5-1.
EXCEPTION: Components supported by chains
or otherwise suspended from the structure arc not
required to satisfy the seismic force and relative
displacement requirements provided they meet all of
the following criteria:
1. The design load for such items shall he equal to
1.4 times the operating weight acting down with n
simultaneous horizontal load equal to 1.4 times the
operating weight. The horizontal load shall be
applied in the direction than results in the most
eriuca! loading for design.
2. Seismic interaction effects shall be considered in
accordance with Section 13.2.3.
3. The connection to the structure shall allow a 360°
range of motion in the horizontal plane.
13.5.2 Forces and Displacements
All architectural components, and their supports
and attachments, shall be designed for the seismic
forces defined in Section 13.3.1.
Architectural components that could pose a
life -safety hazard shall be designed to accommodate
the seismic relative displacement requirements of
Section 13.3.2. Architectural components shall be
designed considering vertical deflection due to joint
rotation of cantilever structural members.
13.5.3 Exterior Nonstructural Wall Elements
and Connections
Exterior nonstructural wall panels or elements
that are attached to or enclose the structure shall be
designed to accommodate the seismic relative dis-
placements defined in Section 13.3.2 and movements
due to temperature changes. Such elements shall be
supported by means of positive and direct structural
supports or by mechanical connections and fasteners
in accordance with the following requirements:
a. Connections and panel joints shall allow for the
story drift caused by relative seismic displacements
(D,,) determined in Section 13.3.2, or 0.5 in. (13
mm), whichever is greatest.
b. Connections to permit movement in the plane of
the panel for story drift shall be sliding connections
using slotted or oversize holes, connections that
permit movement by bending of steel, or other
116
connections that provide equivalent sliding or
ductile capacity.
c. The connecting member itself shall have sufficient
ductility and rotation capacity to preclude fracture
of the concrete or brittle fnihtres at or near welds.
d. All fasteners in the connecting system such as
bolts, inserts, welds, and dowels and the body of
the connectors shall be designed for the force (re)
determined by Section 13.3.1 with values of R,, and
a,, taken from Table 13.5-1 applied at the center of
mass of the panel.
e. Where anchorage is achieved using fiat straps
embedded in concrete or masonry, such straps shall
be attached to or hooked around reinforcing steel
or otherwise terminated so as to effectively transfer
forces to the reinforcing steel or to assure that
pullout of anchorage is not the initial failure
mechanism.
13.5.4 Glass
Glass in glazed curtain walls and storefronts
shall be designed and installed in accordance with
Section 13.5.9.
13.5.5 Out -of -Plane Bending
Transverse or out -of -plane bending or deforma-
tion of a component or system that is subjected to
forces as determined in Section 13.5.2 shall not exceed
the deflection capability of the component or system.
13.5.6 Suspended Ceilings
Suspended ceilings shall be in accordance with
this section.
EXCEPTIONS:
1. Suspended ceilings with areas less than or equal to
144 ft'- (13.4 m2) that tire surrounded by walls or
soffits that are laterally braced to the structure
above are exempt from the requirements of this
section.
2. Suspended ceilings constricted of screw- or
hail -attached gypsum board on one level that are
surrounded by and connected to walls or soffits
that are laterally braced -to the structure above are
exempt from the requirements of this section.
13.5.6.i Seismic Forces
The weight of the ceiling, W;,, shall include the
ceiling grid; ceiling tiles or panels; light fixtures if
attached to, clipped to, or laterally supported by the
ceiling grid; and other components that are laterally
supported by the ceiling. W,, shall be taken as not less
than 4 psf (192 N/m2).
MINIMUM DESIGN LOADS
'fable 13.5-1 Coefficients for Architectural Components
Architectural Component
Interior nonstructural wails and partitions"
Plain (unreinforced) masonty walls
All other walls and partitions
Cantilever elements (Unbntced or traced to structural .'rune below its center of mass)
Parapets and cantilever interior nonstructural walls
Chimneys where laterally braced or supported by the structural frame
Cantilever elements (Braced to structural frame above its center of mass)
Parapets
Chimneys
Exterior nonstructural watts''
Exterior nonstructural wall elements and c tttncctiors"
Well element
Body of wail panel connections
Fasteners of the connecting system
Vomer
Limited deformability elements and attachments
Low deformability elements and attachments
Penthouses (except where framed by an extension of the building fame)
Ce;11ngs
All
Cabinets
Permanent floor -supported storage cabinets over 6 ft (1,829 mm) tall, including contents
Permanent floor -supported library shelving, book stacks, and bookshelves over 6 ft (1.829 mm) tall.
including contents
Laboratory equipment
Access floors
Special access floors (designed in accordance with Section 13.5.7.2)
All other
Appendages and ornamentations
Signs and billboarcs
Other rigid components
High deformability elements and attachments
Limited deformability elements and attachments
Low deformability materials and attachments
Other tlexibte components
High deformability elements and attachments
Limited deformability elements and attachments
Low deformability materials and attachments
1 Egress stairways not pan of me building structure
1.0 1.5
1.0 2.5
2.5 2.5
2.5 2.5
1.0 2.5
1.0 2.5
I.0" 2.5
1.0 2.5
1.0 2.5
1.25 1.0
1.0 2.5
1.0 1.5
2.5 3.5
1.0 2.5
1.0 2.5
1.0 2.5
1.0 2.5
1.0 2.5
1.0 1.5
2.5 2.5
2.5 3.0
1.0 3.5
1.0 2.5
1.0 1.5
2.5 3.5
2.5 2.5
2.5 1.5
1.0 2.5
"A lower value for er, shall nut Se used unless justifleciZy uet::,lcu wynamic analysis. The value for de, shall not be t -"ss than 1.00. The value of
cert = 1 is for rigidcomponent:: and rigidly attached curnpo,tenu. The value of reg, = 2.5 is fur Itcxible components urd flexibly attached components.
"Where flexible diaphragms provide lateral support for concrete or masonry wails and partitions. the design forces for anchorage to the
diaphragm shalt be as apecificd in Scetiun 12.11.2.
The seismic force, shall be transmitted
through the ceiling attachments to the building
structural ele^lents or the ceiling -structure
boundary.
13.5.6.2 Industry Standard Construction for Acousti-
cal Tile or Lay -in Paned Ceilings
Unless designed in accordance with Section
13.5.6.3, or seismically quali5ed in accordance with
117
CHAPTER 13 SEISMIC DESIGN 12EQU1REMfiN 1'S FOR NONSTRUCTURAL COMPONENTS
Section 13.2.5 or 13.2.6, acoustical tile or lay -m panel
ceilings shall be designed and constructed in accor-
dance with this section.
13.5.6.2.1 Seismic Design Calegorp C Acoustical tile
or lay -in panel ceilings in structures assigned to
Seismic Design Category C shall be designed and
installed in accordance with ASTM C635. ASTM
C636, and ASTM E580, Section 4—Seismic Deign
Category C.
13.5.6.2.2 Seis,rtic Design Categories D tfrrnug/r F
Acoustical tile or lay -in pane? ceilings in Seismic
Desiigr, Categories 0, E, and F shatl be designed end
installed in accordance with ASTM C635, ASTM
0636, and ASTM E580, Section. 5—Seismic Design
Categories 0, E, and Pas modified by this section.
Acoustical tile or lay -in panel ceilings shall also
comply with the following:
c wt to o nc perimeter supporting c osurc
angle or channel shall be not less than 2.0 in. (50
mm). Where perimeter supporting clips are used,
they shall be qualified in accordance with approved
test criteria. In each orthogonal horizontal direc-
tion, one end of the ceiling grid shall be attached
to the closure angle or cnannel. The other end in
each horizontal direction shall have a 0.75 in. (19
nim) clearance from the wall and shall rest 4pon
and be free to slide on a closure angle or channel.
b. For ceiling areas exceeding 2.500 ft'- (232 m), a
seismic separation joint or full height partition that
breaks the ceiling up into areas not exceeding
2,500 ft2 (232 m`), each with: a ratio of the long to
short dimension less than or equal to 4, shall be
provided unless structural analyses are performed
of the ceiling bracing system for me prescribed
seismic forces that demonstrate ceiling penetrations
and closure angles or channels provide sufficient
clearance to accommodate the anticipated lateral
displacement. Each arca shall be provided with
closure angles or channels in accordance with
Section 13,5.6.2,2.a and horizontal restraints or
bracing
13.5.6.3 integral Construction
As an alternate to providing targe clearances
around sprinkler system penetrations through ceilings,
the sprinkler system and ceiling grid arc permitted to
be designed and tied together as an integral unit. Such
a design shall consider the mass and flexibility of all
elements involved, including the ceiling, sprinkler
system, light fixtures, and mechanical (HVAC)
118
apiulricnences. Such design shall be performed by a
registered design professional.
13.5.7 Access Floors
13.5.7.1 General
'the weight of the access floor, W',,, shall include
the weight of the floor system, 100 percent of the
weight of all equipment fastened to the floor, and 25
percent of the weight of all equipment supported by
but not fastened to the floor. The seismic force, F,»
shall be transmitted fret)) the top surface of the access
floor to the supporting structure.
Overturning effects of equipment fastened to the
access floor panels also shall be considered. The
ability of "slip on" heads for pedestals shall be
evaluated for suitability to transfer overturning effects
of equipment.
Where checking individual pedestals for overturn-
ing effects, the maximum concurrent axial Ioad�'' his section
not exceed the portion of W. assigned to the pe=
under consideration. !pertains to 1" wall
Tangle being
13.5.7,2 Special Access Floors aCCeptatJle
Access floors shall be considered to be "six
access floors" if they are designed to comply with the
following considerations:
I. Connections transmitting seismic loads consist of
mechanical fasteners, anchors satisfying the
acquirements of Appendix D of ACI 318, welding,
or bearing. Design load capacities comply with
recognized design codes and/or certified test
results.
2. Seismic loads are not transmitted by friction,
power actuated fasteners, adhesives, or by friction
produced solely by the effects of gravity.
3. The design analysis of the bracing system includes
the destabilizing. effects of individual members
duckling in compression.
4. Bracing and pedestals are of structural or mechani-
ca! shapes produced to ASTM specifications that
specify minimum mechanical properties. Electrical
tubing shall not be used.
5. Floor stringers that are designed to carry axial
seismic loads and that are mechanically fastened to
the supporting pedestals are used.
13.5.8 Partitions
13.5.8.1 General
Partitions that are tied to the ceiling and all
partitions greater than 6 ft (1.8 m) in height shall be
rERMIT WORD COPY,
PLAN REVIEW/ROUTING SLIP
PERMIT NUMBER: D16-0313
PROJECT NAME: K2 STONE
SITE ADDRESS: 3315 S 116 ST
X Original Plan Submittal
Response to Correction Letter #
DATE: 11/15/16
Revision # before Permit Issued
Revision # after Permit Issued
DEPARTMENTS:
Butg
T Av't'
c
EN
�ildin Division
�u1 WN/A-
Fire Prevention
Structural
tit41$' sJ/4- (\-17—Ifr
Planning Division 111111
Permit Coordinator
PRELIMINARY REVIEW:
Not Applicable ❑
(no approval/review required)
DATE: 11/17/16
Structural Review Required
REVIEWER'S INITIALS: DATE:
APPROVALS OR CORRECTIONS: DUE DATE: 12/15/16
Approved
Corrections Required
❑ Approved with Conditions ❑
❑ Denied
(corrections entered in Reviews) (ie: Zoning Issues)
Notation:
REVIEWER'S INITIALS:
DATE:
Permit Center Use Only
CORRECTION LETTER MAILED:
Departments issued corrections: Bldg ❑ Fire 0 Ping 0 PW 0 Staff Initials:
12/18/2013
GIBRALTAR MAINT & CONST TNTC
0 Washington State Department of
Labor & Industries
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GIBRALTAR MAINT & CONST INC
Owner or tradesperson
Principals
PETTER, BENJAMIN JOSEPH, PRESIDENT
SLONACKER, JOHN PATRICK, VICE
PRESIDENT
(End: 02/09/2016)
PIGOTTI, GABRIEL GERARD, CHIEF
EXECUTIVE OFFICER
(End: 02/09/2016)
Doing business as
GIBRALTAR MAINT & CONST INC
WA UBI No.
602 168 656
13 CENTRAL WAY STE D
KIRKLAND, WA 98033
206-365-4440
KING County
Business type
Corporation
Governing persons
BENJAMIN
PETTER
JOHN SLONACKER;
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
License no.
GIBRAMC980B8
Effective — expiration
01/28/2002— 02/18/2018
Bond
TRAVELERS CAS & SURETY CO AM
Bond account no.
103721148
$12,000.00
Received by L&I Effective date
01/28/2002 01/17/2002
Expiration date
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Insurance
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BKS54999880
Received by L&I Effective date
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