PlansBUP2014-00035
BUILDING A A ER:
KIDDER MATHEWS
One SW Columbia Street, Suite 950
Portland, OR 9725€
Telephone (503) 221-2293
Fax (503)221-2277
ARCHITECT.
LRS Architects, Inc.
720 NW Davis, Suite 300
Portland, Oregon 97209
Telephone (503) 221-1121
Fax(503)221-2077
selectedTo be
Jessica Gies: jgies c@x kiddermathews.com
Michelle Startt: mstartt trsarchitects.com
Russ Finley: ffinley@irsarchitects.com
DRAWING
SHEET NAME
A001 COVER SHEET
A101 SUSPENDED CEILING AND LIGHT INSTALLATION GUIDE
A102 SUSPENDED CEILING DETAILS
A201 FLOOR AND REFLECTED CEILING PLANS
A301 ELEVATIONS & DETAILS
f
zti.w....__+1'
EXIT EGRESS PATH
X
ROOM OCCUPANT LOAD PER SECTION 1004
(XX)
A CCUMULA TIVE OCCUPANT LOAD
ConsQn$.ctlon '
EXIT SIGN wl INTEGRA TED DIRECTIONAL ARROW
Rated Corridor
WHERE OCCURS AT ALL EXITS, EVERY 100` IN
Energy Code
CORRIDORS, AND IN SPACES WHERE 2 M ODES OF
Accessibility
EGRESS ARE REQUIRED PER SECTION 1011. (REFER
www.irsarchitects.com
Wy ,,,.t^iKH: S1
a 4
J:
,
1,
Y;
w
f
zti.w....__+1'
v
c
I. GENERAL INFORMATION.
PROJECT NAME: CHESTER LABS
PROJECT ADDRESS: 12242 SW GARDEN PLACE
TIGARD, OREGON 97223
MA PITAX LOT: 2SIOIBBO1400
2010 OREGON STRUCTURAL SPECIALTY CODE (OSSC)
2009 INTERNATIONAL BUILDING CODE (IBC)
2008 OREGON PLUMBING SPECIALTY CODE (OPSC)
2008 OREGON ELECTRICAL SPECIALTY CODE (OESC)
2010 OREGON MECHANICAL SPECIALTY CODE
2010 OREGON FIRE CODE
T R
BUILDING PE: TYPE V° -N
BUILDING OCCUPANCY: B
TOTAL BUILDING FLOOR RENTABLE AREA: +/- 44,967 RSF
AREA OF WORK.
TENANT AREA: +1-4,870 SF
TOTAL TENANT OCCUPANT LOAD: 49
IV. EMERGENCY SYSTEM STANDARDS:
A. BUILDING TO BE FULLY SPRINKLERED (NFPA 13).
B. IN BUILDINGS WITH EXISTING SMOKE DETECTORS: PROVIDE CODE
MINIMUM CORRECTIONS AS REQUIRED. SMOKE DETECTORS TO BE
TIED TO THE BUILDING ALARM SYSTEM,
C. IN BUILDINGS EQUIPPED WITH AN EXISTING VISUAL STROBE
SYSTEM. PROVIDE CODE MINIMUM CORRECTIONS AS REQUIRED. IF
A SYSTEM DOES NOT EXIST, DO NOT ADD ONE,
D. PROVIDE EMERGENCY EGRESS LIGHTING FOR TIME EGRESS PATH IN
ALL PUBLIC AND TENANT SPACES. MINIMUM INTENSITY SI -TALL NOT
BE LESS THAN 1 FOOTCANDLE AT FLOOR LEVEL ALONG TIME ENTIRE
LENGTH OF TIME PATH. CONNECT TO BUILDING ELECTRICAL SYSTEM,
E. PROVIDE EXIT SIGNAGE. EXIT SIGNAGE SHALL BE CONNECTED TO
BUILDING POWER SUPPLY WITH BATTERY BACK-UP FOR MIN 1-112
HOUR DURATION.
TION.
F. PROVIDE CODE MINIMUM FIRE ALARM CONNECTIONS AS REQUIRED,
V. ADA ACCESSIBILITY UPGRADES:
UPGRADES REQUIRED.,
1, VERTICAL GRAB BAR AT ACCESSIBLE WATER CLOSET
2. DESIGNATE ONE EXISTING ACCESSIBLE PARKING SPACE TO
"WHEELC=HAIR USER ONLY SPACE."
*ALL OTHER ELEMENTS IN THE ALTERED AREA HAVE BEEN UPGRADED
ACCORDING TO THE ACCESSIBILITY UPGRADES LIST AS OUTLINED IN
OSSC 3411.
ACCESSIBLE (PER TABLE1106.1))
TOTAL # OF EXISTING I . REQUIRED # OF # OF EXISTING
PARKING SPACES ACCESSIBLE SPACES ACCESSIBLE SPACES
127 5 5
FOR B OCCUPANCY:
4,870 SF 1200 SF per occupant = 2412 = 12
ACTUAL
2.C.&2 LAV.
GENERAL
: PLAN
REFERENCE
L INFORMATION,
LL OTHER PLAN SHEETS FOR CONTRACT DOCUMENT
THE PROJECT SUMMARY IDENTIFIES SOME SPECIFIC OSSC REQUIREMENTS BUT IS NOT INTENDED TO LIST ALL OSSC REQUIREMENTS.
ELECTRICAL SYSTEMS
MECHANICAL SYSTEMS
PLUMBING SYSTEMS
LOW VOLTAGE SYSTEMS
SPRINKLER SYSTEMS
EGRESS LIGHTING
CODE PLAN SUMMARY
1. MINIMUM NUMBER OF EXITS PER OCCUPANT LOAD (TABLE
1021. 1): SUITE REQUIRES 1. PROVIDED: 1 EXIT
2. ELECTROMAGNETIC LOCKS (SECTION 1008. 198) ALL DOORS
WITH ELECTROMAGNETIC LOCKS SHALL DISENGAGE UPON
LOSS OF POWER,
EXIT ACCESS TRAVEL DISTANCE FROM MOST
REMOTE POINT PER TABLE 101 & 1:
ALLOWED
y (SPRINKLERS PROVIDED)
ACTUAL DISTANCE = 99'-2
L
EMERGENCY EXIT ONLY--/
N1(f 1
1 "'10 A 41'x'
ik� 3 All ;+ACLBI`£
B OCCUPANCY
EXIT EGRESS PATH
X
ROOM OCCUPANT LOAD PER SECTION 1004
(XX)
A CCUMULA TIVE OCCUPANT LOAD
ConsQn$.ctlon '
EXIT SIGN wl INTEGRA TED DIRECTIONAL ARROW
Rated Corridor
WHERE OCCURS AT ALL EXITS, EVERY 100` IN
Energy Code
CORRIDORS, AND IN SPACES WHERE 2 M ODES OF
Accessibility
EGRESS ARE REQUIRED PER SECTION 1011. (REFER
www.irsarchitects.com
Wy ,,,.t^iKH: S1
POCHE INDICATES "EXIT" TEXT SIDE OF SIGN. SIGNS
SHORN IN CORRIDORS ARE CEILING HUNG. SIGNS
1,
SHOWN ON WALL ARE WALL HUNG,
f .
S
v
c
I. GENERAL INFORMATION.
PROJECT NAME: CHESTER LABS
PROJECT ADDRESS: 12242 SW GARDEN PLACE
TIGARD, OREGON 97223
MA PITAX LOT: 2SIOIBBO1400
2010 OREGON STRUCTURAL SPECIALTY CODE (OSSC)
2009 INTERNATIONAL BUILDING CODE (IBC)
2008 OREGON PLUMBING SPECIALTY CODE (OPSC)
2008 OREGON ELECTRICAL SPECIALTY CODE (OESC)
2010 OREGON MECHANICAL SPECIALTY CODE
2010 OREGON FIRE CODE
T R
BUILDING PE: TYPE V° -N
BUILDING OCCUPANCY: B
TOTAL BUILDING FLOOR RENTABLE AREA: +/- 44,967 RSF
AREA OF WORK.
TENANT AREA: +1-4,870 SF
TOTAL TENANT OCCUPANT LOAD: 49
IV. EMERGENCY SYSTEM STANDARDS:
A. BUILDING TO BE FULLY SPRINKLERED (NFPA 13).
B. IN BUILDINGS WITH EXISTING SMOKE DETECTORS: PROVIDE CODE
MINIMUM CORRECTIONS AS REQUIRED. SMOKE DETECTORS TO BE
TIED TO THE BUILDING ALARM SYSTEM,
C. IN BUILDINGS EQUIPPED WITH AN EXISTING VISUAL STROBE
SYSTEM. PROVIDE CODE MINIMUM CORRECTIONS AS REQUIRED. IF
A SYSTEM DOES NOT EXIST, DO NOT ADD ONE,
D. PROVIDE EMERGENCY EGRESS LIGHTING FOR TIME EGRESS PATH IN
ALL PUBLIC AND TENANT SPACES. MINIMUM INTENSITY SI -TALL NOT
BE LESS THAN 1 FOOTCANDLE AT FLOOR LEVEL ALONG TIME ENTIRE
LENGTH OF TIME PATH. CONNECT TO BUILDING ELECTRICAL SYSTEM,
E. PROVIDE EXIT SIGNAGE. EXIT SIGNAGE SHALL BE CONNECTED TO
BUILDING POWER SUPPLY WITH BATTERY BACK-UP FOR MIN 1-112
HOUR DURATION.
TION.
F. PROVIDE CODE MINIMUM FIRE ALARM CONNECTIONS AS REQUIRED,
V. ADA ACCESSIBILITY UPGRADES:
UPGRADES REQUIRED.,
1, VERTICAL GRAB BAR AT ACCESSIBLE WATER CLOSET
2. DESIGNATE ONE EXISTING ACCESSIBLE PARKING SPACE TO
"WHEELC=HAIR USER ONLY SPACE."
*ALL OTHER ELEMENTS IN THE ALTERED AREA HAVE BEEN UPGRADED
ACCORDING TO THE ACCESSIBILITY UPGRADES LIST AS OUTLINED IN
OSSC 3411.
ACCESSIBLE (PER TABLE1106.1))
TOTAL # OF EXISTING I . REQUIRED # OF # OF EXISTING
PARKING SPACES ACCESSIBLE SPACES ACCESSIBLE SPACES
127 5 5
FOR B OCCUPANCY:
4,870 SF 1200 SF per occupant = 2412 = 12
ACTUAL
2.C.&2 LAV.
GENERAL
: PLAN
REFERENCE
L INFORMATION,
LL OTHER PLAN SHEETS FOR CONTRACT DOCUMENT
THE PROJECT SUMMARY IDENTIFIES SOME SPECIFIC OSSC REQUIREMENTS BUT IS NOT INTENDED TO LIST ALL OSSC REQUIREMENTS.
ELECTRICAL SYSTEMS
MECHANICAL SYSTEMS
PLUMBING SYSTEMS
LOW VOLTAGE SYSTEMS
SPRINKLER SYSTEMS
EGRESS LIGHTING
CODE PLAN SUMMARY
1. MINIMUM NUMBER OF EXITS PER OCCUPANT LOAD (TABLE
1021. 1): SUITE REQUIRES 1. PROVIDED: 1 EXIT
2. ELECTROMAGNETIC LOCKS (SECTION 1008. 198) ALL DOORS
WITH ELECTROMAGNETIC LOCKS SHALL DISENGAGE UPON
LOSS OF POWER,
EXIT ACCESS TRAVEL DISTANCE FROM MOST
REMOTE POINT PER TABLE 101 & 1:
ALLOWED
y (SPRINKLERS PROVIDED)
ACTUAL DISTANCE = 99'-2
L
EMERGENCY EXIT ONLY--/
N1(f 1
1 "'10 A 41'x'
ik� 3 All ;+ACLBI`£
B OCCUPANCY
AREA OF FORK
\\ i
e �
2
EXIT EGRESS PATH
X
ROOM OCCUPANT LOAD PER SECTION 1004
(XX)
A CCUMULA TIVE OCCUPANT LOAD
ConsQn$.ctlon '
EXIT SIGN wl INTEGRA TED DIRECTIONAL ARROW
Rated Corridor
WHERE OCCURS AT ALL EXITS, EVERY 100` IN
Energy Code
CORRIDORS, AND IN SPACES WHERE 2 M ODES OF
Accessibility
EGRESS ARE REQUIRED PER SECTION 1011. (REFER
www.irsarchitects.com
TO ELECTRICAL DRAWINGS FOR MORE INFORMATION).
POCHE INDICATES "EXIT" TEXT SIDE OF SIGN. SIGNS
SHORN IN CORRIDORS ARE CEILING HUNG. SIGNS
SHOWN ON WALL ARE WALL HUNG,
REQUIRED EXIT
AREA OF FORK
\\ i
e �
2
CONSULTANT:
PROJECT NUMBER: 214054
BusinessPark 217
Building
Garden12242 SW Place
Tigard, : 97223
.fF. M4
RRED
Fire Sprinkler
Occupancy Type
Occupancy Load
-411
ConsQn$.ctlon '
503.221.1121 1'
Rated Corridor
9
Energy Code
Portland
Accessibility
97209
CONSULTANT:
PROJECT NUMBER: 214054
BusinessPark 217
Building
Garden12242 SW Place
Tigard, : 97223
.fF. M4
RRED
Fire Sprinkler
Fire ;'fir;
720
NW
Davis
503.221.1121 1'
Electrical
Suite 300
503 221.2077 D
Portland
OR
97209
www.irsarchitects.com
CONSULTANT:
PROJECT NUMBER: 214054
BusinessPark 217
Building
Garden12242 SW Place
Tigard, : 97223
.fF. M4
RRED
Fire Sprinkler
Fire ;'fir;
Mechanical
Plumbing
Electrical
Truss Engineering
Shop Drawings
Other
�IATH OF EGRESS
i i AN
SECTION 1014.2
tA OFFICE
COPY
1. VICINITY MAP 2. BUILDING MAP 3. SUITE EGRESS PLAN
a-
SCALE: NOT TO SCALE SCALE: NOT TO SCALE SCALE: NOT TO SCALE
2
SHEET:EET: A001
E
LRS Architects, Inc. O 2094
ui
c
0
c
PERMIT SET 02. 19.14
2
E
til
11A V
77,7
"AL
1. (OSSC) 2010 Oregon Structural Specialty Code (basded on 2009 (IBC) International Building Code)
along with State Code Interpretation for Section 1613.1 & ASCE 7-05 Section 13,56, effective July 1, 2010,
2. American Society of Testing Materials. (ASTM C 635, ASTM C 63 6)
3. American Society of Civil Engineers (ASCE 7-05).
4. Ceilings and Interior Systems Construction Association. (CISCA)
5. Northwest Wall and Ceiling Bureau, Suspension Systems for Acoustical Lay in Ceilings- Technical Bulletin 401- Revised 4/07.
(NII TB401)
A. General Compliance with the IBC
1. Code and Standards Options:
a. Ceiling systems designed for appropriate forces, or
b. Prescriptive construction for suspended ceiling systems is only allowed in buildings with a seismic importance factor of 1 .0, in
occupancy categories I and 11, per Chapter 16 of the IBC, and as provided below:
1) In Seismic Design Category C, construction in accordance with Oregon standard for seismic zones 0-2.
2) In Seismic Design Categories D through F, construction in accordance with CISCA standard for seismic zones 3 and 4 with
modifications as noted in ASCE 7-05 standard. The following shall be applicable in addition to the requirements contained in
CISCA standards:
a) Ceilings with interstitial spaces less than 12 inches to framing are not required to have lateral force bracing, and
b) "Shot -in -anchors' when used as part of the prescriptive path in Seismic Design Categories D, E, & F shall have an ICC -ES
approval for seismic applications and overhead installations and shall require "special inspection" irrespective of the type
of "occupancy category" the structure is in.
In structures classified as occupancy category I or 11, suspended ceilings installed in accordance with the prescriptive provisions of
NWCB TB 401 are interpreted to comply with the IBC requirements, Part 11 of this document represents the majority of the NWCB TB
401.
NWCB TB 401 contains information compiled together from different applicable documents such as ASCE Standard 7-05, IBC 2006,
ASTM Standard 0635 and CISCA. It is available at the following internet address:
qqp.,//www.nwcb.or9 i
The following shall be applicable in addition to the requirements contained in NWCB TB401:
a. Lateral force bracing is required for ceilings over 1000 square feet,
b. "Shot -in -anchors" when used as part of the prescriptive path in Seismic Design Categories D, E, & F shall have an ICC -ES
approval for seismic application and overhead installations and shall require "special inspection" irrespective of the type of
"occupancy category" the structure is in.
3. Shake Table Testing and Qualification by Experience Under the Adoption of the 2006 IBC
a, Effective under the adoption of the 2006 IBC, the following two additional options will be available based upon ASCE 7-05
Sections 13,2.5 and 13.2.6:
1) Shake table testing of components and their supports, to determine their seismic capacities, in accordance with ICC
Acceptance criteria 156. {Section 13.2.5 of the ASCE 7-05). or
21 Seismic gualification bX exQedence data based on nationall� reco2nized Qrocedure. JSection 13,2.5 of the ASCE 7-01
4. Suspended ceiling systems in structures classified as Occupancy Category Ill and IV, shall be required to be "Engineered Design"
as designed and certified by an Architect or Engineer in the state where the project occurs, and shall be required to have periodic
special inspection of the anchorage to the structure in Seismic Design Categories D, E, and F, in accordance with the provisions of
the current effective edition of the IBC adopted by the AHJ,
5, See PART Ill for optional equivalency for upgrading existing suspended ceiling systems, Part Ill may be allowed with the approval of
the Authority Having Jurisdiction,
NOW
A. General Recommendations
1 e Partitions
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. For further information on bracing of non -load bearing
partitions, refer to NWCB technical document #201, (ASCE 7-05 item 13.5.8.1.)
1 Main Beams
All main beams are to be Heavy Duty (HD), (ASCE 7-05 item 13.5,6,2,2a)
1 Deflection Limits
All cross tees shall be capable of carrying the design load without exceeding deflection equal to 1/360 of its span. (CISCA
zones 3-4)
4. Weight Limitations
These recommendations are intended for suspended ceilings including grid, panel or tile, light fixtures and air terminals
weighing no more than 4 lbs. per square foot. (ASCE 7-05 item 13.5.6.1)
5. Wire Ties
All wire ties are to be three tight turns around itself within three inches. Twelve gage hanger wire spaced 4 foot on center (see
detail 1 / A102). (ASTM C 636 item 2.3.4)
6. Ceiling Plane Changes
Changes in ceiling planes require positive bracing, (ASCE 7-05 section 13,5.6,2,2. Item 0
- mn
vertical stiI �able
1. Ceilings constructed of lath and plaster or gypsum board, screw or nail attached to suspended members that support a ceiling
on one level extending from wall to wall shall be exempt from the lateral force bracing requirements, (Source: CISCA zones
3-4)
2, Lateral force bracing is the use of vertical struts (compression posts) and splay wires. (See detail I /A102)
1 Lateral force bracing is required for ceilings over 1000 square feet and not required for ceilings less than 144 square feet
provided they are surrounded by four walls and braced to structure,
4, Lateral force bracing shall be 12 feet on center (maximum) and begin no farther than 6 feet from walls. (Source: CISCA
seismic zones 3-4)
5. 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: CISCA seismic zones 3-4)
6, 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 (see detail 12 / At 02),
(Source: CISCA zones 3-4)
7. "Powder driven shot -in -anchors" when used for seismic application as part of the prescriptive path in Seismic Design
Categories D, E and F shall have an ICC -ES approval for seismic applications and shall require "special inspection"
irrespective of the type of occupancy category the structure is in. Anchors for kicker wires (splayed wires installed for purposes
other than seismic restraint) are exempt from this requirement,
8. Splay wires are to be within 2 inches of the connection of the vertical strut to suspended ceiling. (Source: CISCA seismic
zones 3-4)
9. Rigid bracing may be used in lieu of splay wires. (Source: ASCE 7-05 section 13,5.6.2,2)
10. Ceilings with plenums less than 12 inches to structure are not required to have lateral force bracing.
11. Vertical struts must be positively attached to the suspension systems and the structure above, (Source: CISCA 3-4)
12. The vertical strut may be EMT conduit, metal studs or a proprietary compression post. (See table below)
Maximum recommended lengths for vertical struts:
EMT conduit
Max. Length
1/2" EMT conduit
5'-10"
3/4" EMT conduit
T-8"
1" EMT conduit
91-9.
Metal studs
Max. Length
Single 1 H" metal stud (20 gage)
12'4'
Back-to-back 1 9,8" metal stud (20 gage)
16-0"
Single 2 1/2" metal stud (20 gage)
13'-6"
Back-to-back 2 1/2" metal stud (25 gage)
15'-0"
Note: plenum areas greater than 15'-0" require engineering calculations,
C. Wall
1, Wall moldings (perimeter closure angles) are required to have a horizontal flange 2 inches wide. One end of the ceiling grid
shall be attached to the wall molding, the other end shall have a 3/4 inch clearance from the wall and free to slide, (Source:
ASCE 7-05 section 13. 54 2.2 item b)
2. Where substantiating documentation has been provided to the local jurisdiction, perimeter clips may be used to satisfy the
requirements for the 2 -inch closure angle. (see details 3 and 9 on sheet A102)
1 The grid shall be attached at two adjacent walls (pop rivets or approved method). Soffits extending to a point at least level with
the bottom plane of the grid and independently supported and laterally braced to the structure above are deemed to be
equivalent to walls,
4. There shall be a minimum 3/4 inch clearance from the end of the grid system at un -attached walls. (Source: ASCE 7-05
section 13. 5,622 item b)
D. Spreader Bars (See detail 6 /AIU2
1. Spreader (spacer) bars shall be used to prevent the ends of the main beams and cross tees at perimeter walls from spreading
open during a seismic event. Perimeter wires shall not be in lieu of spreader bars. (Source: CISCA seismic zones 3-4)
Z Spreader bars are not required at perimeters where runners are attached directly to closure angles.
1 Wire tying is an acceptable alternative to spreader bars.
4. Spreader bars are not required if a 90 degree intersecting cross or main is within 8 inches of the perimeter wall,
5. Where substantiating documentation has been provided to the local jurisdiction, perimeter clips may be used to satisfy the
requirements for spreader bars.
1, Hanger and perimeter wires must be plumb within 1 in 6 unless (see detail 5 / A102) counter sloping wires are provided. (See
detail 1 / A102) (Source: ASTM C 636 section 2. 1, 4)
2. Hanger wires shall be 12 gage and spaced 4 feet on center or 10 gage spaced 5 feet on center. (Source: ASTM C 636)
3, Any connection device at the supporting construction shall be capable of carrying not less than 100 pounds. (Source:
CISCA zones 3-4)
4, Powder driven shot -in -anchors are an approved method of attachment for hanger wires.
5. Terminal ends of each main beam and cross tee must be supported within 8 inches of each wall with a perimeter wire
(see details 1, 2 and 6 on sheet A102), (Source: CISCA zones 3-4)
6. 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 a minimum of back-to-back 1 1/4
inch cold -rolled channels for spans exceeding 48 inches. (Source: CISCA zones 3-4)
F. Electrical Fixtures (See details 8 and 13 ® Shut I�02
1. 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: CISCA seismic zones 3-4)
2. Light fixtures weighing more than 10 pounds and less than 56 lbs. shall have two 12 gage wires attached at opposing
comers of the light fixture to the structure above. These wires may be slack, (Source: CISCA seismic zones 3-4)
1 Light fixtures weighing more than 56 lbs, shall be supported directly from the structure above. These wires must be taut.
(Source; CISCA seismic zones 3-4)
4, 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: CISCA seismic zones 3-4)
5, Tandem fixtures may utilize common wires,
G. Mechanical Services
2, Terminals or services weighing more than 56 lbs. must be independently supported directly from the structure above. These
wires must be taut. (Source: CISCA seismic zones 3-4)
H. Seismiq
1, For ceiling areas exceeding 2,500 square feet, a seismic separation joint or full height wall partition that breaks the ceilin
shall be provided unless analyses are performed of the ceilings bracing system, closure angles and penetrations to provii
sufficient clearance, (Source: ASCE 7-05 item 13.5.6.2.2 d) I
2, The layout and location of the seismic separation joint shall be per the designer 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.
3, In lieu of seismic separation joints, the ceiling may be divided into areas less than 2,500 square feet by the use of partitions
or soffits as described below:
a. Partitions
Where used, partitions shall extend a minimum of 6 inches above the level of the plane of the grid and shall be
independently braced to the structure above.
b. Soffits
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. (Detail 10 / A102)
4, Other than partitions and soffits, seismic joints may not be used as part of a fire rated ceiling assembly unless substantiating
documentation is provided,
1. 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 least I inch in all hodzontal directions. Flexible head design that can accommodate I
inch free movement shall be permitted as an alternate. (Source: ASCE 7-05 13.5.6.2,2. Item e)
PARTHI. UPGRADING OF EXISTING CEILINqSfOPTIONAL
EQUIVAL�Wr
A. Ceilings without �Seismic Bracing.
•
seismic bracing, the ceilino, system shall
code requirements (including; compression struts at the center of the splayed wire, attachment of slack wires form light fixtures
and air terminals to the struGMure, etc.) when a substantial amount (50% or more) of the ceiling tile is removed, altered or
repaired as part of a general space alteration, or if all the ceiling is removed for washing, painting or replacement, this
requirement does not trigger the need for a closure angle. These upgrades are not required when:
1. Removing portions of -t,31es or panels and/or grid to alter ductwork, sprinkler pipe, etc.
2, Lateral bracing and fin-ture attachment will not be required when portions of a ceiling are removed only to facilitate the
installation of sprinkler- piping,
B. Ceilinqs_Wq4qytr:���
Where existing-cei Win nression struts at the center of the s�laqed wiresAhegs
adiQ have 2seismic bracin but do not have com, _diLin
of compression struts will onHy- be required when and where the grid is replaced, altered, raised or lowered,
the guide,
FV
Ar"
, am
CLOSURE ANGLE/ MOLDINrCa
A metal angle or channel fastened to the perimeter wall or partition to support the perimeter ends of an acoustical ceiling
grid.
CROSS TEES
The cross member that inteariock 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 BUILDIINGS
Any building designed to be used by public agencies as a fire station, police station, emergency operations center, State
Patrol office, sheriffs office or emergency communication dispatch center,
GRID
The main beams and cross, tees of the suspension system.
HANGER WIRE
10 or 12 gage soft annealec wire used as primary support for the grid system, Also called suspension wires.
LATERAL FORCE BRACING
The bracing method used to prevent ceiling uplift or restrict lateral movement during 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,
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 perpendicular to the grid.
VERTICAL STRUTS
The rigid vertical member used in lateral force bracing of the suspension system. Also known as compression posts,
seismic pods, seismic struts. Common materials are electrical conduit (EMT), metal studs or proprietary products,
A R C H I T E C T 1
720 NW Davis 503.221.1121 T
Suite 300 503221.2077 D
Portland OR 97209 www.irsarchitects.com
CONSULTANT:
PROJECT NUMBER: 214054
Park 217 Business Center
Building 1
12242 SW Garden Place
Tigard, OR 97223
SHEET TITLE:
Suspended e"
,w
and Light
A_
Installarion Guidel-
DRAWN BY: SJB
DATE ISSUED: 02 19 14
.14 ^
SHEET: A 01 U I
LRS Archftects, Inc. 0 2014
9IJri., 3 i3
2
A 102
#12 WIRE @ 4'-0' OC #12 WIRE @ 4'-0" OC
OR#10WIRE @5'-0'OC OR#10WIRE @5'-O"OC
BUILDING STRUCTURE
90,
_111X, 4,
ADDITIONAL HANGERS AT ALL
MEMBERS WITHIN 8" OF
PERIMETER WITH SUPPORT
WIRE @ 1-16 SLOPE
RIM
12 GAGE SPLAYED BRACE
WIRES
SECURE ALL HANGERS TO
BUILDING STRUCTURE.
TRAPEZE AROUND DUCTS
AND OTHER LARGE
OBSTRUCTIONS
COMPRESSION STRUT
AT 12'-0" OC EACH WAY
V A00
2" WALL MOLDING
13/8"
eA102 (3) #8 SCREWS @ GLB
SCREWS @ 2X PURLINIf
(2) #6 SCREWS TYP, AT
STUD.
M
ATL. STUDS W/ I
SES CONT.
CEILING HEIGHT AS NOTED
-------------------
w
D TEE GRID SYSTEM
A-
. ... ... ...
VECTOR CEILING PANEL
HIGH -HAT LIGHT FIXTURE
LIGHT FIXTURE SUPPORT
SUPPORT WIRE TO
STRUCTURE
EXPOSED TEE
GRID SYSTEM
..... .. ..
A R
C
H I
T E C T S
720
NW
Davis
503.221.1121 It
Suite 300
503 2212077 D
Portland
OR
97209
www.Irsarchitects.com
77
V A00
2" WALL MOLDING
13/8"
eA102 (3) #8 SCREWS @ GLB
SCREWS @ 2X PURLINIf
(2) #6 SCREWS TYP, AT
STUD.
M
ATL. STUDS W/ I
SES CONT.
CEILING HEIGHT AS NOTED
-------------------
w
D TEE GRID SYSTEM
A-
. ... ... ...
VECTOR CEILING PANEL
HIGH -HAT LIGHT FIXTURE
LIGHT FIXTURE SUPPORT
SUPPORT WIRE TO
STRUCTURE
EXPOSED TEE
GRID SYSTEM
..... .. ..
A R
C
H I
T E C T S
720
NW
Davis
503.221.1121 It
Suite 300
503 2212077 D
Portland
OR
97209
www.Irsarchitects.com
LRS Archifects, fnc. CSS 2014
FLOOR rx
DISCREPANCIESLAN GENERAL NOTES1. DIMENSIONS ARE TO FACE OF WALL UNLESS OTHERWISE NOTED, ADVISE ARCHITECT OF
ANY
2. ALL ELECTRICAL & MECHANICAL WORK IS DESIGN BUILD- DEMISE AS REQUIRED SO EACH
SUITE HAS SEPARATE METERS.
3. REMOVE EXISTING FLOORING & BASE AND PROVIDE NEW THROUGHOUT UNLESS
OTHERWISE NOTED.
4. PAINT AFFECTED AREAS ONLY TO MATCH EXISTING. TOUCH-UP ELSEWHERE AS NEEDED.
5. REMOVE & SALVAGE DOORS, FRAMES, & RELITES FOR REUSE. WHERE NEW DOORS, FRAMES
& HARDWARE ARE PROVIDED, MATCH EXISTING BUILDING STANDARD TYPE, SIZE, FINISH &
COLOR, TOUCH UP EXISTING FRAMES & DOORS WHERE NEEDED TO APPEAR AS NEW.
6. WHEN BUILDING A NEW DEMISING WALL AND CREATINGVACANCY,s
OF NEW WALL AND PROVIDE ,; ON O APPEAR
AS NEW. PROVIDE ADEQUATE AND SPLIT METERS
AS REQUIRED. PA
CONTROLS.
7. PROTECT ALL ADJACENT AREAS DURING DEMOLITION & FROM DUST AND TRASH INTRUSION,
PATCH
AREAS ADJACENT
AND/ORCONSTRUCTION.
MUSAMITIA N111 it �.
ff y�,
DEMO EXISTING ELECTRICAL IN SPACE WHERE NEW WALL LAYOUT OCCURS, IF INTERFERES
WITH NEW LAYOUT.
2 REMOVE AND SALVAGE DOOR WHERE SHOWN, INFILL OPENING TO MATCH ADJACENT
SURFACES.
UPGRADE EXISTING WALLS TO 1 HOUR RATING AS SPECIFIED. PROVIDE NEW WALL WHERE
INDICATED.
/ DEMO EXISTING ISLAND AND CABINET ON EAST WALL, AT WORKROOM. SOUTH WALL
�! CABINETS TO REMAIN.
WIREMOLD ON EAST WALL TO BE REMOVED. CONTRACTOR TO VERIFY IN FIELD IF SOUTH
WALL PORTION OF WIREMOLD CAN REMAIN, INTENTION IS TO MAINTAIN ELECTRICAL AND
DATA ON SOUTH WALL ABOVE CABINETS.
PROVIDE (2) NEW ACCESSIBLE TOILET ROOM CONSISTING OF NEW LAVATORY, TOILET,
MIRROR, CEILING FAN, AND GFI OUTLET,
PROVIDE NEW PLASTIC LAMINATE UPPER AND LOWER CABINETS, WITH ADA STAINLESS
STEEL SINK & FAUCET.
TERMINATE ALL SUITE ELECTRICAL TO THIS LOCATION & ALTER AS NEEDED,
PROVIDE PROVIDE NEW RELITE.
10 DEMO VENT AT BASE OF EXISTING WALL.
11 PROVIDE FUME HOOD, LOCATION TBD.
12 RELOCATE TENANT'S EXISTING WATER HEATER AND BACKFLOW TO THIS SIDE OF DEMISING
WALL.
RCP GENERAL NOTES
I CEILING CONFIGURATION TO REMAIN UNLESS OTHERWISE NOTED, ADJUST LIGHTING
(INCLUDING EGRESS) AND 1► D BY CODE.
REPORT2, ALL ELECTRICAL WORK IS DESIGN BUILD - EXISTING & NEW LIGHT FIXTURES SHOWN FOR
REFERENCE ONLY. VERIFY EXISTING CONDITIONS AND ANY DISCREPANCIES
ARCHITECT,B TO ARCHITECT FOR PRIORREVIEW
CONSTRUCTION, CLEAN & RESTORE ALL LIGHTS TO WORKING ORDER PRIOR TO B
COMPLETION, I
RCP KEYNOTES
NEW CEILING IN THIS AREA
DEMO EXISTING.
SALVAGE DEMO'D LIGHT FIXT
.RELOCATION OTHER AREAS,
20 NEW LIGHT FIXTURE LAYOUT SHOWN IN THIS ROOM. FIXTURES SALVAGED FROM AREAS OF
CEILING DEMOLITION.
3 DEMO EXISTING CEILING AS NEEDED TO ACCOMODATE NEW FUME HOOD, LOCATION TBD.
l / "EMERGENCY EXIT ONLY" SIGN.
LEGEND LFs
I=== EXISTING PARTITION 720 NW Davis 503.221.1121 IM
1 -HOUR RATED WALL Suite 300 503 221.2077 D
(SEE DETAIL 41 A301)
Portland OR 07209 www.irsarchitects.com
NEW BUILDING STANDARD PARTITION
(SEE DETAIL 5 / A301)
RELITE PARTITION
NES, (� DOOR FRAME & RELITE TYPES
(SEE 1 /A301) 3645
18 L. NIXON
BELOW ITEMS SHOWN FOR REFERENCE ONLY -
SWITCH Pa TL' Nola OR
TELE / DATA OUTLET OF CgO
DUPLEX OUTLET
QUAD OUTLET
SPECIAL OUTLET
JUNCTION PDX CONSULTANT:
T THERMOSTAT
O BLANK OUTLET
N NEW
R RELOCATED
FE
FIRE EXTINGUISHER
PP
NEW GYPSUM BOARD FRAMED CEILING
(SEE DETAIL 9 t A301)
NEW SUSPENDED ACOUSTICAL CEILING
GRID SYSTEM
2X4 ACOUSTICAL SUSPENDED CEILING
HVAC SUPPLY
zHVAC
RETURN
EXISTING BUILDING STANDARD LIGHT FIXTURE
®
PROVIDE NEW OR RELOCATED BUILDING
EXHAUST FAN
SPRINKLER
�8' 11 a" CEILING HEIGHT AFF
S,
SPEAKER
PP
POWER POLE
FINISH LEGEND
CARPET
CPT®1 TO BE SELECTED
VINYL COMPOSITION TILE
VCT -1 TO BE SELECTED
SHEET VINYL
SV®1 TO BE SELECTED
PAINT
P-1 'TO BE SELECTED
Park 217 Business Center
Building
12242 SW Garden Place
SHEET TITLE:
Construction Plans
DRAWN BY. xxx
DATE ISSUED: 01.12.10
LRS Arch tests, Inc. Q 2014
PERMIT SET 02.19.14
F �� SINGLE OPENING FRAMED RELITE, MATCH AND ALIGN
FLUSH PANEL w/ 2'-0" WIDE TO (E) RELITE AT SOUTH WALL OF
SINGLE OPENING RELITE RM 104, VIF.
NOTES:
1. ALL NEW DOORS TO BE SOLID WOOD TO MATCH EXISTING BUILDING STANDARD DOOR
TYPE AND FINISH.
2, ALL NEW FRANCES TO MATCH EXISTING SUITE.
3. PROVIDE NEW ADA LEVER STYLE DOOR HARDWARE TO MATCH EXISTING, REPLACE
ALL ORS DOOR HANDLES WITH LEVER STYLE WHERE APPLICABLE.
4. PROVIDE TEMPERED GLASS AT ALL RELITES UNLESS OTHERWISE NOTED.
TYPES1. DOOR & RELITE
PROVIDE (2) #8 SHEET METAL
SCREWS AT EA. BRACE
ATTACHMENT TO STRUCTURAL
MEMBER TYP,
i
PROVIDE (2) FASTENERS @ EA
BRACE STUD CONNECTION TO TOF
OF MALL STU[
BASE ON BOTH SIDES AS
SPECIFIED
5. BUILDING STANDARD PARTITION
3516"20 GA JOISTS
24" RAIN, O.C.
9;
. FRAMED CEILING DETAILSCALE,- NOT TO SCALE
20 GA, 3 5/8" STUD BRACING TO
STRUCTURE @ 8'-0" O.C.
VERIFY HEIGHT
'OtUDER DRIVEN ANCHOR
J 2`-0" O.C. THRU MTL,
ITUD TRACK, UON
1 112" 16 GA U -CHANNEL
BRIDGING @ MIDSPAN
+-8'-0"
(3) EO CABINETS
WALL MOUNT LIGHT FIXTURE
MIRROR (24"X36")
2. BREAK ROOM ELEVATION
ADj JSHEF�=
SILICONE CAULK AT SEAM (TYP)
5'-0" CLEAR
NW
— f _ -
VERTICAL
AT ALL EXPOSED SURFACES & EDGES (SEE
503 221.2077 D
-._
SURFACES,
97209
www,irsarchitects.com
f
-
-- -
PL -1
HORIZONTAL
I
SURFACES,
--- 6" DRAWER
PL -2
4" WIRE PULLS, BRUSHED
-' ALUMINUM (TYP)
— PLASTIC LAMINATE AT ALL
SEMI -EXPOSED SURFACES OVER
i 3/4" SUBSTRATE; SELF EDGE
RB -1 --
6
e,
— —
PLASTIC LAMINATE
A301 A301 l
SHELVES (TYP)
ADA COMPLIANT SIN€t
WAINSCOTING AT WET
— BASE AS SPECIFIED; REFER TO
-5tF6
(2) EQ CABINETS
AND FAUCET; PROVIDE
WALLS, TYP. (PL -X)
HEAT WRAF AT ALL
6" CONTINUOUS COVE
EXPOSED PIPES
SASE, TYPICAL
2. BREAK ROOM ELEVATION
T O, FIN._FLIR
m
BLACK HE ! -
PIPINGPROOF WRAP ��i
@EXPOSED =C?
V
1
Is
I
eRs—, s —
DISPENSER
I
CLEAR SILICONE CAULK AT SEAM
(TYP)
CHROME ACCESSIBLE FAUCET
MIN NE
WHITE INTERIOR (TYP)
OCOR #8 .
,M,S INTO DECK l'�I 18' II' �*r . PROVIDE
DEFLECTION.i
s ERC
SUSPENDED CEILING SYSTEM
AS SPECIFIED WHERE OCCURS
(REFER TO RCP)
3ASE ON BOTH SIDES AS
3PECIFIED
ar
. FIRE RATED PARTITION
WHITE INTERIOR wl
ADJUSTABLE SHELVES (TYP)
A L 4 If
il!
2'a1" U ,O,N,
SILICONE CAULK AT SEAM (TYP)
720
NW
Davis
- PLASTIC LAMINATE COUNTERTOP & SPLASH
AT ALL EXPOSED SURFACES & EDGES (SEE
503 221.2077 D
f ELEVATION) OVER 3/4" SUBSTRATE
OR
97209
www,irsarchitects.com
f
--- 6" DRAWER
4" WIRE PULLS, BRUSHED
-' ALUMINUM (TYP)
— PLASTIC LAMINATE AT ALL
SEMI -EXPOSED SURFACES OVER
i 3/4" SUBSTRATE; SELF EDGE
e,
— —
- WHITE INTERIOR w/ ADJUSTABLE
SHELVES (TYP)
— BASE AS SPECIFIED; REFER TO
ELEVATION
1
T O, FIN._FLIR
m
BLACK HE ! -
PIPINGPROOF WRAP ��i
@EXPOSED =C?
V
1
Is
I
eRs—, s —
DISPENSER
I
CLEAR SILICONE CAULK AT SEAM
(TYP)
CHROME ACCESSIBLE FAUCET
MIN NE
WHITE INTERIOR (TYP)
OCOR #8 .
,M,S INTO DECK l'�I 18' II' �*r . PROVIDE
DEFLECTION.i
s ERC
SUSPENDED CEILING SYSTEM
AS SPECIFIED WHERE OCCURS
(REFER TO RCP)
3ASE ON BOTH SIDES AS
3PECIFIED
ar
. FIRE RATED PARTITION
WHITE INTERIOR wl
ADJUSTABLE SHELVES (TYP)
A L 4 If
il!
CONSULTANT:
PROJECT NUMBER: 21401
"ark 217 BusinessCenter
GardenBuilding 1
12242 SW Place
<r:,
7223
SHEET TITLE:
Interior Details
DRAWN BY:
DATE ISSUED:
ME 11,""�
LRS Architects, Inc. C 2094
720
NW
Davis
503,221,1121 `
Suite 300
503 221.2077 D
Portland
OR
97209
www,irsarchitects.com
CONSULTANT:
PROJECT NUMBER: 21401
"ark 217 BusinessCenter
GardenBuilding 1
12242 SW Place
<r:,
7223
SHEET TITLE:
Interior Details
DRAWN BY:
DATE ISSUED:
ME 11,""�
LRS Architects, Inc. C 2094