Plans (6) BU P2018-00242
1 OF 2
COMPASS ONCOLOGY
RE .I 'D
TIGARD WESTSIDE CANCER CENTER SLE' 4
BU LDiNG 1.? VI to
ON CORGAN
ISSUE FOR PERMIT AND BIDDING •
CAI ARCHITECTS, INC.
401 N HOUTSONT ST.
DALLAS, TEXAS 75202
T: 214.748.2000 F: 214.653.8281
SHEET LIST CONT . SHEET LIST VICINITY MAP CODE INFORMATION °ISSUES
1 08/17/2018 ISSUE FOR PERMIT& BIDDING
2
SHEET INDEX SHEET INDEX 3
PROJECT DATA AND CODE INFORMATION 4
5
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❑ ❑ T. 6
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m m u, PROJECT DATA 8
06 06ii II 12123 Southwest 59th Avenue,Tiga ,6R PROJECT NAME: TIGARD WESTSIDE CANCER CENTER 9
SW Atlanta SI SW Haines St w RV,'Hz 1 D
1= ~ 'PI ° -� PROJECT ADDRESS: 12123 SOUTHWEST 69TH AVEBLDG. A
. TIGARD, OREGON 97223
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CL d °REVISIONS
q U1 OWNER: COMPASS ONCOLOGY
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CC CC `° ro z APPLICABLE CODES NOTE:INCLUDED IN SPECIFICATION SECTION 014100 REGULATORY REQUIREMENTS
O O SW Baylor St SW Baylor St SW Baylor St SW Baylor SE .4. r
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w W „ BUILDING CODE: 2014 OREGON STRUCTURAL SPECIALTY CODE (OSSC) BASED ON THE 2012 INTERNATIONAL
❑ ❑ --
SHEET NO. SHEET NAME cc SHEET NO. SHEET NAME chi) BUILDING CODE
v v sW s�uthvieta st ACCESSIBILITY CODE: ENTER DISABILITY CODE
06-ELECTRICAL 01 -GENERAL m I
E00-01 ELECTRICAL LEGENDS AND ABBREVIATIONS • G00-00 COVER SHEET ■ �z
N ELECTRICAL CODE: 2017 OREGON ELECTRICAL SPECIALTY CODE (OESC) BASED ON THE 2017 NFPA 70,
E01-01 ELECTRICAL POWER DEMOLITION PLAN -LEVEL 1 • G00-10 CONSTRUCTION REQUIREMENTS FOR SUSPENDED CEILINGS ■ SWClintonSt '.SWCIntor,SI. SW Clinton Si ➢ NATIONAL ELECTRICAL CODE AMENDMENTS TO THE NEC TABLE 1-E
E01-02 ELECTRICAL POWER DEMOLITION PLAN -LEVEL 2 • G00-20 ACCESIBILITY STANDARDS • ' ENERGY CODE: 2014 OREGON ENERGY EFFICIENCY SPECIALTY CODE (OEESC) BASED ON THE 2009
E02-01A ELECTRICAL PLAN- LEVEL 1 SEGMENT A • G00-25 TYPICAL EXAM ROOMS-STANDARDS • n n INTERNATIONAL ENERGY CONSERVATION CODE (IECC)
E02-01B ELECTRICAL PLAN- LEVEL 1 SEGMENT B • G00-26 TYPICAL EXAM ROOMS- STANDARDS ■ v FIRE CODE: NFPA 13
E02-02A ELECTRICAL PLAN- LEVEL 2 SEGMENTA • G01-01 LIFE SAFETY PLAN- LEVEL ONE -OVERALL ■ SW Kr
N MECHANICAL CODE: 2014 OREGON MECHANICAL SPECIALTY CODE(OMSC)BASED ON THE 2012 INTERNATIONAL
E02 028 ELECTRICAL PLAN LEVEL 2 SEGMENT B • G01-02 LIFE SAFETY PLAN LEVEL TWO OVERALL • 1R`7,ourhsr PROJECT MECHANICAL CODE(IMC) & INTERNATIONAL FUEL GAS CODE ( IFGC)
E02-03 ELECTRICAL PLAN-ROOF ■ f SW Dartmouth St LOCATION PLUMBING CODE: 2017 OREGON PLUMBING SPECIALTY CODE (OPSC) BASED ON THE 2015 UNIFORM PLUMBING
E03-01 LOW VOLTAGE RACEWAY FLOOR PLAN LEVEL 1 ■ 02 STRUCTURAL a' SW Douglas Dr CODE(UPC)
E03-02 LOW VOLTAGE RACEWAY FLOOR PLAN- LEVEL 2 • 502-00 STRUCTURAL NOTES AND SPECIAL INSPECTIONS • o
E04-01 ELECTRICAL POWER DISTRIBUTION ONE LINE RISER • S02-01 FOUNDATION PLAN OVERALL ■ N REGIONAL OR TIGARD MUNICIPAL CODE TITLES 1-17
E05-01 ELECTRICAL SCHEDULES • S02-02 SECOND FLOOR FRAMING PLAN -OVERALL ■ a� ���a� MUNICIPAL CODE:
E05-02 ELECTRICAL PANEL SCHEDULES • 502-03 ROOF FRAMING PLAN-OVERALL ■ %) LIFE SAFETY INFORMATION
E05-03 ELECTRICAL PANEL SCHEDULES • SO4-01 ENLARGED PLANS ■ � n
E05-04 ELECTRICAL PANEL SCHEDULES • SO4-02 ENLARGED LINAC PLAN AND DETAILS ■ a
s1NElmnarstst USE OR OCCUPANCY CLASSIFICATION EXISTING 1..L, -441(ffikA
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E05-05 LUMINAIRE SCHEDULE • 504-03 ENLARGED ROOF PLANS AND DETAILS • a` TINA E. L RSEN
E05-06 LIGHT ENERGY COMPLIANCE FORM • SO4-04 CT ROOM DETAILS • A A OCCUPANCY: GROUP - B
E06-01 LINAC ELECTRICAL PLAN • SO4-05 FRAMING DETAILS ■ b
E06-02 LINAC CONDUIT PLAN ■ TYPE OF CONSTRUCTION EXISTING 1 $
E06-03 LINAC CALYPSO OSMS CONDUIT PLAN • 04-ARCHITECTURE SWHarmo$p Way
CONSTRUCTION TYPE: II-B 0 Sr-Aet.
E06-04 LINAC ELEVATIONS • A00-01 DEMO FLOOR PLAN-LEVEL ONE AND TWO- OVERALL ■ '
a Map d 1115paogle DALLAS, TEXAS ,
E06-05 LINAC WIRING DIAGRAM ■ A00-11 DEMO REFLECTED CEILING PLAN - LEVEL ONE AND TWO-
E06-07 CT SUITE POWER PLANS • OVERALL •
E06-08 CT SUITE ELEVATIONS • A02-00 WALL& PARTITION TYPES • FIRE PROTECTION REQUIREMENTS EXISTING 11:P'P
E06-09 ELECTRICAL ELEVATIONS AND ENLARGED PLANS • A02-01 FLOOR PLAN -LEVEL ONE-OVERALL ■ BEARING WALLS: INT./EXT. 1 HR. .464'
E07-01 ELECTRICAL DETAILS • A02-01A FLOOR PLAN- LEVEL ONE -SEGMENT A • NONBEARING WALLS: INT./EXT. 0 HR.
EL01-04 ELECTRICAL DEMOLITION LIGHTING PLAN- LEVEL 1 • A02-01B FLOOR PLAN- LEVEL ONE -SEGMENT B •
EL01-05 ELECTRICAL DEMOLITION LIGHTING PLAN- LEVEL 2 • A02-01C FLOOR PLAN- LEVEL ONE -SEGMENT C • PROJECT OVERVIE\JV FROOF/CEILING: 0 HR.LOORI CEILING: 1 HR. 08 Q/17IZO 1
8
EL02-01 LIGHTING RCP- LEVEL 1 • A02-02 FLOOR PLAN-LEVEL TWO-OVERALL •
EL02-02 LIGHTING RCP- LEVEL 2 •
A02-02A FLOOR PLAN -LEVEL TWO- SEGMENT A • STRUCTURAL FRAME /COLUMNS: 1 HR.
A02-02B FLOOR PLAN-LEVEL TWO-SEGMENT B • NO CHANGE IN OCCUPANCY(BUSINESS)
07- PLUMBING A02-61 ROOF PLAN-OVERALL ■ RATED SEPARATIONS: 1 HR. TI PAC I Pk G E
P00-01 PLUMBING LEGENDS AND ABBREVIATIONS ■ A03-01 REFLECTED CEILING PLAN-LEVEL ONE- OVERALL ■ DEMOLITION OF FIRST-GENERATION BUSINESS SPACE IN PROFESSIONAL OFFICE BUILDING. AUTOMATIC FIRE SPRINKLER YES
P00-02 PLUMBING SCHEDULES • A03 01A REFLECTED CEILING PLAN-LEVEL ONE SEGMENT A • BUILD BACK OF A COMPREHENSIVE CANCER CENTER WITH COMPLETE INTERIOR RENOVATION, EXCLUDES
P01-00 PLUMBING UNDERGROUND DEMOLITION PLAN- LEVEL 1 • A03-01B REFLECTED CEILING PLAN-LEVEL ONE- SEGMENT B ■ BUILDING COMMON AREASI.E. ELEVATOR, ELEVATOR MACHINE ROOM, ETC.)
A03-01C REFLECTED CEILING PLAN-LEVEL ONE- SEGMENT C ■ ( DESIGN LIMITATIONS EXISTING
P01-01 PLUMBING DEMOLITIION PLAN - LEVEL 1 • FIRST FLOOR 20,535 GSF
P01-02 PLUMBING DEMOLITION PLAN- LEVEL 2 • A03-02 REFLECTED CEILING PLAN-LEVEL TWO- OVERALL • NO MED GAS.
P01-03 PLUMBING DEMOLITION PLAN-ROOF • A03-02A REFLECTED CEILING PLAN-LEVEL TWO-SEGMENT A • SECOND FLOOR 20,535 GSF
P02-00 PLUMBING UNDERGROUND PLAN-LEVEL 1 ■ A03-02B REFLECTED CEILING PLAN-LEVEL TWO-SEGMENT B • FIRE PROTECTION (ALARM AND SPRINKLER) SHALL BE DEFERRED DESIGN-BUILD SUBMITTAL BY GENERAL
P02-00A PLUMBING UNDERGROUND PLAN- LEVEL 1 SEGMENT A • A03-31 REFLECTED CEILING DETAILS-SUSPENDED CEILINGS ■ CONTRACTOR. Ill
P02-00B PLUMBING UNDERGROUND PLAN- LEVEL 1 SEGMENT B • A03-32 REFLECTED CEILING DETAILS • DELEGATED DESIGN FOR COLD FORM METAL STUD FRAMING AND SUSPENDED CEILINGS. MEANS OF EGRESS EXISTINGClit
P02-01 PLUMBING PLAN- LEVEL 1 • A06-01 BUILDING SECTIONS ■ Q
P02-01A PLUMBING PLAN- LEVEL 1 SEGMENTA • A06-21 WALL SECTIONS • SITEWORK AND ADDITION SHALL BE UNDER SEPARATE PERMIT. TRAVEL DISTANCE TO EXIT: 300' 0"
P02-01B PLUMBING PLAN- LEVEL 1 SEGMENT B • A07-01 INTERIOR ELEVATIONS -LEVEL ONE- SEGMENT A • TOTAL OCCUPANT LOAD: 410
P02-01C PLUMBING PLAN- LEVEL 1 SEGMENT C ■ A07-02 INTERIOR ELEVATIONS - LEVEL ONE- SEGMENTA • Ill
P02-02 PLUMBING PLAN- LEVEL 2 • A07-03 INTERIOR ELEVATIONS -LEVEL ONE- SEGMENT A • EGRESS WIDTH PER OCCUPANT EXISTING (/) H
P02-02A PLUMBING PLAN- LEVEL 2 SEGMENT A ■ A07-04 INTERIOR ELEVATIONS -LEVEL ONE- SEGMENT A ■ 0.2" STAIRS: 6'- 10" >*".
P02-02B PLUMBING PLAN- LEVEL 2 SEGMENT B • A07-05 INTERIOR ELEVATIONS -LEVEL ONE- SEGMENT B • 0,15" DOORS: 5' 1 1I2" Q0
P02-03 PLUMBING PLAN-ROOF • A07-06 INTERIOR ELEVATIONS -LEVEL ONE- SEGMENT B ■ �� oA07-07 INTERIOR ELEVATIONS -LEVEL ONE- SEGMENT B • z a 0
PO2 03A PLUMBING PLAN ROOF SEGMENTA • PLUMBING FIXTURE REQUIREMENTS
A07-08 INTERIOR ELEVATIONS -LEVEL ONE- SEGMENT C • J
P02-03B PLUMBING PLAN ROOF SEGMENT B • cn m c�
P03-01 PLUMBING ENLARGED VAULT PLAN • A07-09 INTERIOR ELEVATIONS -LEVEL TWO-SEGMENT A • FEMALE MALE SINGLE USER w j NI 0
PO4-01 PLUMBING SANIVFNT RISER DIAGRAM-SEGMENT A • A07-10 INTERIOR ELEVATIONS -LEVEL TWO- SEGMENT A ■ FIXTURE EXISITING EXISTING-TVPROPOSED LLI 0
PO4-02 PLUMBING SANNENT RISER DIAGRAM-SEGMENT B ■ A07-11 INTERIOR ELEVATIONS -LEVEL TWO-SEGMENT B ■ ADDITIONAL ITS REQUIRED ¢ z U
PO4-03 PLUMBING WATER RISER DIAGRAM-SEGMENT A • A07-12 INTERIOR ELEVATIONS -LEVEL TWO-SEGMENT B • Fire Sprinkler RMWATER CLOSETS 13 4 20 I-- 0 Z
PO4-04 PLUMBING WATER RISER DIAGRAM-SEGMENT B • A07-13 INTERIOR ELEVATIONS -LEVEL TWO-SEGMENT B ■ 0 0
Fire Alarm w
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A07-30 MILLWORK DETAILS • Mechanical
P05-01 PLUMBING DETAILS • URINALS 4 0 � �
P05-02 PLUMBING DETAILS • A07-31 MILLWORK DETAILS • w o
A07-32 MILLWORK DETAILS • Plumbing �� p
LAVATORIES 4 4 20
A07-33 MILLWORK DETAILS • Electrical Q CO
A07-34 MILLWORK DETAILS ■ Truss Engineering VSHOWERS 0 0 1 0 W O
A08-01 DOOR SCHEDULE LEVEL ONE &TWO ■ Shop Drawingsco
17_,A08-21 DOOR AND FRAME DETAILS •
A08-41 WINDOW AND FRAME DETAILS • Other SERVICECK 0 N
A09-00 FINISH SCHEDULE. NOTES, AND LEGENDS • EXISTING PROPOSED N 0
A09-01 FINISH FLOOR PLAN -LEVEL ONE-OVERALL ■ 1-
A09-0IA FINISH FLOOR PLAN -LEVEL ONE -SEGMENTA • SERVICE SINKS 1 3 < Z
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A09-01B FINISH FLOOR PLAN -LEVEL ONE -SEGMENT B ■
A09-01C FINISH FLOOR PLAN -LEVEL ONE -SEGMENT C • DRINKING FOUNTAINS 2 2
A09-02 FINISH FLOOR PLAN- LEVEL TWO-OVERALL • (112 o<
A09-02A FINISH FLOOR PLAN-LEVEL TWO- SEGMENTA ■
A09-02B FINISH FLOOR PLAN-LEVEL TWO- SEGMENT B •
Al2-00 EQUIPMENT SCHEDULE ■
H
05- MECHANI CAL
M00-01 MECHANICAL LEGENDS AND ABBREVIATIONS ■
M00-02 MECHANICAL GENERAL NOTES ■ OFFICE COPY
M00-03 MECHANICAL SCHEDULES ■
M00-04 MECHANICAL ENERGY CODE FORMS •
CITY OF TIGARD
M01-01 MECHANICAL DEMOLITION PLAN- LEVEL 1 ■ Rr.r■e.wra�FOR CODE COMPLIANCE
M01-02 MECHANICAL DEMOLITION PLAN- LEVEL 2 ■ Approved:M01-03 MECHANICAL DEMOLITION PLAN- ROOF •
M02-01 MECHANICAL PLAN- LEVEL 1 • OTC: [ I •
M02-01A MECHANICAL PLAN LEVEL 1 SEGMENT A ■ h
Pcrm #: �u p at- t ._.. ,.. Q, 1.42__
M02-01B MECHANICAL PLAN -LEVEL 1 SEGMENT B ■ Address:
M02-02 MECHANICAL PLAN- LEVEL 2 • J ) Li.-‘, .S _' c9t pi/
M02-02A MECHANICAL PLAN-LEVEL 2 SEGMENTA • Suite #: 12,jc,1 -&
M02-02B MECHANICAL PLAN-LEVEL 2 SEGMENT B •
By: - t-'i" Date: 9,a,,p-.Lit
M02-03 MECHANICAL PLAN -ROOF ■
M02-03A MECHANICAL PLAN - ROOF SEGMENT A ■
M02-03B MECHANICAL PLAN - ROOF SEGMENT B ■
M03-01 MECHANICAL ENLARGED PLAN •
M03-02 MECHANICAL ENLARGED PLAN •
I- M05-01 MECHANICAL DETAILS ■
L1.1
M05-02 VAULT DETAILS ■ REVIEWED FOR CITY OF TIGARD
i M05-03 MECHANICAL CONTROL DIAGRAMS • Approved by Planning
U) M05-04 MECHANICAL CONTROL DIAGRAMS ■ CODE COMPLIANCE
Date: _ 1-1-I1
Initials:
0 SC
0
CD
6 PROJECT TEAM
COVER SHEET
CLIENT
M E P STRUCTURAL ARCHITECT
REPRESENTATIVE
a McKESSON SPECIALTY VLMK
CD HEALTH WSP USA BUIDLINGS INC. ENGINEERING + DESIGN CAI ARCHITECTS, INC. JOB 18055.0000
10101 WOODLANDS FOREST DRIVE 999 3RD AVE., SUITE 3200 3933 SW KELLY AVE. 401 N HOUTSONT ST, DATE 08/17/2018
Ni THE WOODLANDS, TEXAS 77380 SEATTLE, WASHINGTON 98104 PORTLAND , OREGON DALLAS, TEXAS 75202
co www.MCKESSON.com www.WSP.com www.VLMK.com www.CORGAN.com SHEET
o PROJECT MANAGER: RODNEY VILLAFRANCA PROJECT MANAGER: JON CARTER PROJECT MANAGER: TRENT NAGELE PROJECT MANAGER: DENNIS ESCOBAR
N DO NOT CONTACT DIRECTLY VIA NEWFORMA ONLY VIA NEWFORMA ONLY VIA NEWFORMA ONLY
0
N
0o Goo - oo
CORGAN
CAI ARCHITECTS, INC.
401 N HOUTSONT ST.
DALLAS, TEXAS 75202
T- 214 74R?non F- 714 RS, 87R1
0 ISSUES
1 08/17/2018 ISSUE FOR PERMIT& BIDDING
2
3
4
5
6
7
8
9
10
0 REVISIONS
Contact:
Tony Rocco Rex L. Turner
Senior Building Code Specialist Structural Program Chief
503-373-7529 503-373-7755
Anthonv.J.RoccoCrr�,oreeon.uov Rex.L.TumerCaJoreeon.eov
Warren Jackson
Building Code Specialist
503-378-4635
Warren.D.Jackson 7a.oregon.got•
D ARe
4 8TINA E. LARSEN
A 11 89
LP., DALLAS, TEXAS ,
'61OF 00
08/17/2018
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2. compression struts plane of the grid and shall be independently supported and laterally braced to the d. Seismic qualification by experience data based on nationally recognized procedures. {Section 0 O rz
3. slack wires on all light fixtures and air terminals structure above. 13.2.6 of the ASCE 7-10.1 Statewide Code Interpretation Co
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e. Northwest Wall& Ceiling Bureau -Technical Bulletin 401, 2013 Version: In structures February 2017 N C
This requirement does not trigger the need for: 3. Other than partitions and soffits, seismic joints may not be used as part of a fire rated state of oreganCN O
classified as Risk Category I, II or III suspended ceilings installed in accordance with the
ceiling assembly unless substantiating documentation is provided. Buitdirag Codes Division No. 10-01 r
1. 2-inch closure angle as specified in section II 3 prescriptive provisions of NWCB TB 401 are deemed to comply with this interpretation. Construction Requirements for Suspended ZV
2. Seismic separation joints 4. The minimum movement that must be accommodated at seismic joints is /4 of an inch. Better Buildings for 9regnn
NWCB TB 401 contains information compiled from the different applicable documents such Ceiling Systems
3. 1-inch movement in all directions around sprinkler pendants as ASCE Standard 7-10, IBC 2012, ASTM Standard C635,ASTM E 580 and is available at
e. Perimeter clips: Where substantiating documentation is provided, perimeter clips may be0 t 4%::(
These upgrades are not required when: used to satisfy the following requirements: the following Internet address: httn:/Iwww.nwcb.ora/401-document.html
1. Removing portions of tiles or panels and/or grid to alter ductwork, sprinkler pipe, low t• 2-inch closure angleIII. GENERAL NOTES The following notes are applicable to section II above: Code Edition: 2014 Oregon Structural Specialty Code (OSSC) LI iii
voltage wiring, etc. 2. Spreader bar requirements ASCE 7-10, Minimum Design Loads for Buildings and Other Structures
2. Portions of a ceiling are removed only to facilitate the installation of sprinkler piping a. Specialty ceilings must be installed using an engineered design and may not use the
Ir: Sprinkler Heads: Flexible head design that can accommodate 1-inch free movement in any
provisions of this interpretation. Specialty ceilings include but are not limited to those Code Section; OSSC Section 1613.1
CCD b. Ceilings without Compression Struts. Where existing ceilings have seismic bracing but do direction shall be permitted as an alternate to the requirement for 2-inch oversize rings, incorporating arched ceilings,curved or curvilinear ceilings or sloped ceilings; or having no ASCE 7-10 Section 13.5.6
z_ not have compression struts at the center of the splayed wires, the addition of compression sleeves or adapters through the ceiling tile. direct connection to the surrounding walls or supports, such as "free floating"or "cloud"
J struts will only be required when and where the grid is replaced, altered, raised or lowered. g. "Power driven shot-in-anchors" (Applies to all Risk Categories) when used for seismic ceiling elements. Date; July 1, 2010 (Issued)
Uapplication as part of the prescriptive path in Seismic Design Categories D,E, and F shall July 1, 2014(Updated)
Analysis: have an ICC-ES approval for seismic applications and shall require "special inspection" b. Tiles. Suspended ceilings installed to this interpretation may use either standard acoustical
❑ Y Pp pp q 1 p February 2, 2017 (Updated)
w irrespective of the type of"Risk Category" the structure is in. Anchors for kicker wires lay-in ceiling panels, regular,kerfed or similar light-weight ceiling panels.
The OSSC and ASCE 7 provide the requirements for prescriptive design and installation of purposesexemptSpreaderI pCeiling Systems
(splayed wires installed or other than seismic restraint) are from this c. bars Subject; Construction requirements for Suspended S steins
w suspended ceiling systems by referencing ASTM standards. Since there are no areas in Oregon requirement. KEYPLAN
classified as Seismic Design Category A or the lateral restraint of suspended ceiling systems is 1. Wire ties are deemed equivalent to spreader bars
w B, Question: What are the minimum requirements of the Oregon Structural Specialty Code (OSSC)
D required unless specifically exempted. The specific code sections relating to this interpretation are: As of the issuance of this interpretation, approved load testing values for the use of 2. Spreader bars are not required if a 90 degree intersecting cross or main is within 8 inches % /
q p y p p 8 � for the construction of suspended ceiling systems?
to "powder driven shot-in- anchors" in normal-weight concrete over a metal pan deck have of the perimeter wall. C
ct • OSSC Section 808 requiring acoustical ceiling systems to conform to generally-accepted not been established. Until such time as approved load testing values are established,an on- 3. Spreader bars are not required at perimeters where ceiling grid ends are attached to Answer:
0_ engineering practices, the provisions of Chapter 8, and other applicable requirements of the site pull-test of such assemblies is required. The test shall demonstrate that the anchor can closure angles. //
support a minimum 250 lbs. for not less than 10 seconds and be conducted by an approved I. For structures classified as Risk Category an engineered ceilingsystem designed for / /
H OSSC. d. Wire gauge: The minimum wire size shall be US Steel Wire Gage#12 (0.1055- inch). IV, provide /
Z • OSSC Section 808.1.1 requiring suspended acoustical ceilingsystems to be installed in testing agency. At a minimum, such testing shall be performed on 5% of the total number oftheappropriate forces E 580 Section 5.7.1) except in the following: ' A
q $ p y (ASTM p $
w accordance with the provisions of ASTM C 635 and ASTM C 636. wires but not less than 5. Test samples shall be selected from dispersed locations,
w IV. Notes specific to Seismic Design Categories D through F: a. Ceilings less than or equal to 144 square feet and surrounded by walls connected to the 1 / /°11 .2 ,//
iY • OSSC Section 1604.1 requiring that buildings structures and parts thereof be designed and On Site Test Failures. structure above are exempt from the seismic design requirement(ASTM E 580 Section 1.4
5 constructed in accordance with strength design, load and resistance factor design, allowable a. Lateral force bracing is required for ceilings over 1000 square feet. and ASCE 7 Section 13.5.6).
O stress design, In case of pull test failures, the testing agency shall notify the local jurisdiction. An
empirical design, or conventional construction methods, as permitted by the increased level of testing, as described below, shall be conducted. All failed anchors shall be b. Ceilings with interstitial spaces less than 12-inches to framing are not required to have lateral b. Upgrading of an existing ceiling in accordance with Section Yin this interpretation.
applicable material chapters. force bracing.
z replaced.
_O • OSSC Section 1613.1 requiring that every structure, and portion thereof, including c. Grid attachment: The suspended ceiling grid shall be attached to two adjacent walls. IL For structures classified as Risk Category I,II,or III the following options are available:
P nonstructural components that arc permanentlyattached to structures, their supports, and Increased testing requirements.
P pP Soffits complying with d (2) are deemed to be equivalent to walls. The other end of the grid in a. An engineered ceiling system designed for appropriate forces,
O their attachments, be designed and constructed to resist the effects of earthquake motions in I. A minimum of anchors in the immediate vicinity of the failed anchor shall be tested. each horizontal direction shall have a 0.75 in (19 mm)clearance from the wall and shall rest b. A prescriptive design in accordance with ASTM E 580:
I- accordance with ASCE 7 as modified by Section 1613.7, excluding Chapter 14 and 2. In the event of any additional failure, all anchors placed on the same day shall be tested. upon and be free to slide on a closure angle. CONSTRUCTION
Appendix 11A. The seismic design category for a structure is permitted to be determined in Load testing results are required to be submitted to the local jurisdiction for approval 1. In Seismic Design Category C: Prescriptive ceiling systems designed and installed in
O accordance with Section 1613 or ASCE 7. prior to the ceiling grid inspections. d. Seismic joints accordance with ASTM F 580. REQUIREMENTS
U 1. For ceilingareas exceeding square feet a seismic separation joint shall be 2. In Seismic Design Category D through F: Prescriptive ceiling systems designed and
• OSSC Section 1613.6 amending ASCE 7, Section 13.5.6.2.2, Item c, "suspended ceilings" in 2,500q
o Seismic Design Categories D through F as follows: V. Upgrading of Existing Ceilings (Applies to all Risk Categories); provided with the limits of the long to short dimension ratio being less than or equal to 4 installed in accordance with ASTM E 580 as modified by ASCE 13.5.6.2.2(a through c) FOR SUSPENDED
r in accordance with ASCE 7-10 section 13.5.6.2.2b. The layout and location of seismic as amended by OSSC 1613.6.
a c. For ceiling areas exceeding 1,000 square feet(13,4 m-),horizontal a. Ceilings without Seismic Bracing, Where existing ceilings are without seismic bracing, the separation joints shall be per the designer of record and noted on the plans. c. Shake table testing of components and their supports, to determine their seismic capacities, in CEILINGS
restraint of the ceiling to the structural system shall be provided. ceiling system shall be brought into substantial compliance with current code requirements
when 50% or more of the ceilingtile is altered, repaired or replaced aspart of ageneral space 2. In lieu of seismic separation joints, the ceiling may be divided into areas less than 2,500 accordance with ICC Acceptance criteria 156. (Section 13.2.5 of the ASCE 7-10.}
� • ASCE 7 Section 13.5.6 addressing the design of suspended ceilings with subsections p � p
13.5.6.2.1 and 13.5.6.2.2 referencing ASTM E 580 for prescriptive design and installations, square feet bythe use ofpartitions or soffits as described below.
rl alteration, or if all of the ceiling system is removed. q In accordance with OAR 9I8-0049-0110,the information contained in this statewide code interpretation is
00, and providing some additional prescriptive requirements in addition to ASTM E 580 for legally binding on any party involved ed in activities regulated by applicable Oregon law,applicable Oregon reg�ulutinns JOB 18055.0000
p g P p q Substantial Compliance means installation of the fallowing items where required in new a) Partitions. Where used,partitions shall extend a minimum of 6 inches above thex �
or the stale building code.if the information contained in this statewide code interpretation is cited as a basis
Seismic Design Categories D through F. level of the plane of the grid and shall be independently braced to the structure for a civil infraction,a representative of the jurisdiction must cite the interpretation number found in this document.
construction: above. DATE 08/20/18
co 1. lateral force bracing(splayed wires) b) Soffits. Where used, soffits shall extend to a point at least level with the bottom Building Codes Division ♦ Department of Consumer and Business Services • State of Oregon SZ `
gewater St.NW, Salem,OR 97304 ♦ P.O.Box 14470, Salem, OR 97309-0404 :r7,7-'1, SHEET
Page 4 of 5 Page 3 of 5 Page 2 of 5 503-378-4133 • Fax: 503-378-2322 ♦ oregon.govlbcd �^
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- \ \ DATE 06/19/18
c0 (254 i 153 i
N15)(36)24 30x36x24
o E1 EXAM ROOM HENT
N EIB - INTERIOR ELEVATION E1A - INTERIOR ELEVATION El-DIMENSION
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