Drawings - Beaverton School District

BEAVERTON HIGH SCHOOL HEALTH CLINIC
13000 SW 2ND STREET, BEAVERTON, OREGON 97005
NORTH
GENERAL NOTES
BEAVERTON HIGH SCHOOL HEALTH CLINIC
OSSC:
BUILDING INFORMATION:
PROJECT ADDRESS:
13000 SW 2ND STREET, BEAVERTON, OREGON 97005
PROJECT DESCRIPTION:
SW FARMINGTON ROAD
SITE
STAGING
AREA
BUILDING OCCUPANT LOAD:
30 OCCUPANTS
COMMERCIAL TENANT IMPROVEMENT TO CREATE A
SCHOOL BASED HEALTH CLINIC IN EXISTING
CLASSROOM SPACE.
-REMOVAL OF NON-LOADBEARING INTERIOR
CMU WALLS TO COMBINE (2) CLASSROOMS
-NEW INTERIOR PARTITIONS AND CEILINGS
-NEW FINISHES
-NEW HVAC INCLUDING ROOF TOP SCREENING
-NEW ELECTRICAL
-NEW PLUMBING
-NEW EXTERIOR DOORS IN EXISTING LOCATIONS
-NEW WINDOWS IN EXISTING DOOR LOCATIONS
-MINOR EXTERIOR FINISH CODE REQUIRED
LIGHTING AND SIGNAGE @ DOORS
BUILDING EXITS REQUIRED:
2
EXIT SEPARATION REQUIRED:
1/2 MAX. DIAGONAL = 42', EXIT SEPARATION IS 64'
CONCRETE SLAB ON GRADE WITH PERIMETER FOOTING,
EXTERIOR AND INTERIOR CMU WALLS (LOAD BEARING
AND NON-LOADBEARING), ROOF TRUSSES BELOW LOW
SLOPE ASPHALTIC ROOF.
SEC 602
CONSTRUCTION TYPE III-B
TABLE 601
FIRE RESISTANCE RATING FOR EXISTING BUILDING ELEMENTS:
1
THE CONTRACTOR SHALL FIELD VERIFY ALL CONDITIONS AND DIMENSIONS
PRIOR TO ANY WORK AND SHALL BE RESPONSIBLE FOR ALL WORK AND
MATERIALS INCLUDING THOSE FURNISHED BY SUBCONTRACTORS.
2
DIMENSIONS TAKE PRECEDENCE OVER DRAWING: DO NOT SCALE DRAWINGS
TO DETERMINE ANY LOCATIONS. THE ARCHITECT SHALL BE NOTIFIED OF ANY
DISCREPANCY PRIOR TO CONTINUING WITH WORK.
3
ALL DIMENSIONS ON PLANS ARE FROM FACE OF STUD OR CENTERLINE OF
STRUCTURE UNLESS NOTED OTHERWISE.
CH 3 USE AND OCCUPANCY CLASSIFICATION:
SEC 304:
BUILDING OCCUPANCY E
TI OCCUPANCY B
4
CH 5 GENERAL BUILDING HEIGHTS AND AREAS:
TABLE 508.3:
MEETS THE REQUIREMENTS OF A NON-SEPARATED (MIXED) OCCUPANCY
E OCCUPANCY IS MORE RESTRICTIVE THAN B
5
CH 6 TYPES OF CONSTRUCTION:
SW 2ND
EXISTING BUILDING:
MAIN BLDG
ZONING:
R-10 RESIDENTIAL -SCHOOL IS A CONDITIONAL USE
CLINIC WILL BE AN ACCESSORY USE TO SCHOOL
BUILDING AREA:
PROJECT AREA:
18,473 SF
2,972 SF
APPLICABLE CODES:
2010 OREGON STRUCTURAL SPECIALTY CODE
2010 OREGON MECHANICAL SPECIALTY CODE
2011 OREGON ELECTRICAL SPECIALTY CODE
2011 OREGON PLUMBING SPECIALTY CODE
2010 OREGON FIRE CODE
NATIONAL FIRE PROTECTION (NFPA)
ADA-AADAG/ICC 117.2003
STRUCTURAL FRAME:
BEARING WALLS:
-EXTERIOR:
-INTERIOR:
NON-BEARING WALLS:
-EXTERIOR:
-INTERIOR:
FLOOR CONSTRUCTION:
ROOF CONSTRUCTION:
SEC 709.1 (1,2,3,5)
(4)
0 HOURS
0 HOURS
0 HOURS
NOT REQ. PER EXCEPTION b
6
ALL REQUIRED CITY AND/OR COUNTY LICENSE SHALL BE ACQUIRED AND PAID
FOR BY THE INDIVIDUAL TRADE.
7
THE ARCHITECT WILL REVIEW SHOP DRAWINGS AND SAMPLES FOR
CONFORMANCE WITH THE DESIGN CONCEPT OF THE PROJECT. THE
ARCHITECT'S REVIEW OF A SEPARATE ITEM SHALL NOT INDICATE APPROVAL
OF AN ASSEMBLY IN WHICH THE ITEM FUNCTIONS.
N/A
CORRIDOR WALLS AS REQUIRED BY SECTION 1018.1
8
IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO LOCATE ALL
EXISTING UTILITIES, WHETHER SHOWN HEREIN OR NOT, AND TO PROTECT
THEM FROM DAMAGE. THE CONTRACTOR SHALL BEAR ALL EXPENSES OF
REPAIR OR REPLACEMENT OF UTILITIES OR OTHER PROPERTY DAMAGED BY
OPERATIONS IN CONJUNCTION WITH THE EXECUTION OF THE WORK.
9
CITY APPROVED PLANS SHALL BE KEPT IN A SECURE PLACE AND SHALL NOT
BE USED BY WORKMEN. THE CONTRACTOR SHALL BE RESPONSIBLE THAT ALL
SUBCONTRACTORS' CONSTRUCTION SETS REFLECT SAME INFORMATION. THE
CONTRACTOR SHALL ALSO MAINTAIN, IN GOOD CONDITION, ONE COMPLETE
SET OF PLANS WITH ALL REVISIONS, ADDENDUMS, AND CHANGE ORDERS, ON
THE PREMISES AT ALL TIMES. THESE ARE TO BE UNDER THE CARE OF THE JOB
SUPERINTENDENT.
INTERIOR ENVIRONMENT:
MIN. FLAME SPREAD RATING
EXIT ENCLOSURES:
CORRIDORS:
ROOMS:
EMERGENCY EGRESS PATH (MINIMUM 1 FT CANDLE)
EXIT
2 HOURS
0 HOURS
B & E OCCUPANCIES
A
B
C
CH10 MEANS OF EGRESS:
REQUIRED EXIT
DENOTES HYPOTHETICAL TRAVEL DISTANCE PATH
SIDEWALK ALONG BASEBALL FIELD
TABLE 1004.1.1
MAXIMUM FLOOR AREA PER OCCUPANT
100 GROSS (30 OCCUPANTS)
SEC 1005.1
EGRESS WIDTH; 0.2 FOR EXIT WIDTH
6" (36" MIN.)
SEC 1014.3:
COMMON PATH OF EGRESS
200' MAX.
SEC 1015.1:
MAXIMUM LOAD PER ROOM
W/ ONE EXIT PER TABLE 1015.1.
49 OCC.
EXIT
15 OCC @ MAX. TRAVEL DISTANCE 65'
TABLE 1016.1:
TEL:
FAX:
ATTN:
B OCCUPANCY
503.591.4492
503.591.4475
SHERI STANLEY
CG
THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE COMPLETE SECURITY OF
THE SITE WHILE THE JOB IS IN PROGRESS AND UNTIL JOB COMPLETION.
11
ALL DEBRIS SHALL BE REMOVED FROM THE PREMISES AND ALL AREAS SHALL
BE LEFT IN A BROOM CLEAN CONDITION AT ALL TIMES.
200' MAX.
SEC 1018:
REQUIRED CORRIDOR RATING:
SEC 1018.4:
DEAD END CORRIDOR
12
THE CONTRACTOR SHALL TAKE ALL NECESSARY PRECAUTIONS TO ENSURE
THE SAFETY OF THE OCCUPANTS AND WORKERS AT ALL TIMES.
13
THE CONTRACTOR IS SOLELY RESPONSIBLE FOR ALL CONSTRUCTION MEANS
AND METHODS AND SHALL MAINTAIN THE STRUCTURAL INTEGRITY OF ANY
CONSTRUCTION UNTIL ALL FINAL LATERAL AND VERTICAL LOAD CARRYING
SYSTEMS ARE COMPLETED.
N/A 30 OCC
CG
CG
B OCCUPANCY
20' MAX. (13' PER PLAN)
MINIMUM EXITS PER STORY
2
CG
CG
CG
SEC 1021.1:
CG CG
ARCHITECT
SCOTT | EDWARDS ARCHITECTURE, LLP
2525 E. BURNSIDE STREET
PORTLAND, OREGON 97214
10
MAXIMUM EXIT ACCESS TRAVEL
PROJECT DIRECTORY
OWNER:
BEAVERTON HIGH SCHOOL
13000 SW 2ND STREET
BEAVERTON, OREGON 97005
THE CONTRACTOR SHALL REPORT TO THE ARCHITECT ANY ERRORS,
INCONSISTENCIES OR OMISSIONS HE MAY DISCOVER. THE CONTRACTOR IS
RESPONSIBLE FOR CORRECTING ANY ERROR AFTER THE START OF
CONSTRUCTION WHICH HAS NOT BEEN BROUGHT TO THE ATTENTION OF THE
ARCHITECT. THE MEANS OF CORRECTING ANY ERROR SHALL FIRST BE
APPROVED BY THE ARCHITECT.
CH 7 FIRE AND SMOKE PROTECTION FEATURES:
TABLE 803.9
LEGEND:
0 HOURS
ALL CONSTRUCTION SHALL COMPLY WITH THE 2010 OREGON STRUCTURAL
SPECIALTY CODE AND ALL LOCAL GOVERNING BUILDING CODES AND
ORDINANCES.
CG
CG
TEL:
FAX:
ATTN:
CG CG
503.226.3617
503.226.3715
SARAH CANTINE
14
CH 13 ENERGY EFFICIENCY:
CG
TBL N1101.2
CG
STRUCTURAL:
BUTLER CONSULTING INC.
16110 SE GOOSEHOLLOW DR.
DAMASCUS, OR 97089
TEL:
FAX:
ATTN:
503.658.0200
CG CG
MARK BUTLER
CG
MEP
MKE & ASSOCIATES
6915 SW MACADAM AVE, SUITE 200
PORTLAND, OR 97219
CG
503.892.1188
RICK DUSA
JEFF REILLY
15 OCC @ MAX. TRAVEL DISTANCE 60'
-
WORK BY OWNER
GRAPHIC SYMBOLS
16
CONTRACTOR TO PROVIDE BACKING OR BLOCKING AS REQUIRED FOR
MOUNTING ALL WALL MOUNTED SHELVES, EQUIPMENT, ACCESSORIES,
CABINETS, ETC.
17
CAULK SHALL BE USED TO SEAL ALL JOINTS OF MILLWORK, TRIM, EQUIPMENT
MOUNTING, WALL PENETRATIONS AND FLASHINGS TO PRODUCE A
WATERTIGHT SEAL.
18
THE SITE AND BUILDINGS ARE DESIGNED TO COMPLY WITH ADA-ABAG CODES.
19
CONTRACTOR SHALL PROVIDE MANUFACTURER'S PRODUCT LITERATURE,
SHOP DRAWINGS, INSTALLATION INSTRUCTIONS, AND/OR SAMPLES AS
REQUIRED FOR OWNER'S/ARCHITECT'S REVIEW PRIOR TO INSTALLATION.
20
CONTRACTOR SHALL SALVAGE ALL EXISTING BUILDING COMPONENTSFOR
CLIENT OR PROJECT REUSE. SEE NOTES.
3404 ALTERATIONS
EXIT
TEL:
FAX:
ATTN:
ALL ELECTRICAL, MECHANICAL AND PLUMBING WORK SHALL CONFORM TO THE
REQUIREMENTS OF THE CURRENT NEC, UMC, UPC RESPECTIVELY.
ISSUED FOR REFERENCE ONLY
REVISION
REVISION (ISSUED VIA 8-1/2 x 11)
GENERAL
A0.1
COVER SHEET
A1.1
DEMO FLOOR PLAN
A2.1
FLOOR PLAN
A2.2
REFLECTED CEILING PLAN
A2.3
EQUIPMENT & MATERIALS PLAN
A4.1
BUILDING SECTIONS
A6.1
INTERIOR ELEVATIONS
A6.2
INTERIOR ELEVATIONS
A6.3
INTERIOR ELEVATIONS
A8.1
DETAILS
A8.2
CASEWORK DETAILS
SCHEDULES: DOOR, WINDOW, ROOM
A9.1
A9.2
CONSTRUCTION ASSEMBLIES
E0.1
ED2.1
E1.1
E1.2
E2.1
E3.1
ELECTRICAL TITLE SHEET
ELECTRICAL DEMOLITION PLAN
OVERALL ELECTRICAL PLAN
ELECTRICAL SCHEDULES
POWER & SIGNAL PLAN
LIGHTING PLAN
Digitally signed by Lisa McClellan
Date: 2014.05.05 11:35:53-07'00'
BEAVERTON
SCHOOL DIST.
SBHC FACILITY
13000 SW 2ND STREET
BEAVERTON, OR 97005
MT.01 MECHANICAL TITLE SHEET
P1.0
PD2.1
P2.1
P9.0
PLUMBING SCHEDULES
PLUMBING DEMOLITION PLAN
PLUMBING PLAN
PLUMBING DETAILS
M1.0
MD2.1
M2.1
M9.0
HVAC SCHEDULES
HVAC DEMOLITION PLAN
HVAC PLAN
HVAC DETAILS
CH 34 EXISTING STRUCTURES:
SIDEWALK ALONG PARKING LOT
CONTRACTOR:
TBD
-
15
ISSUED FOR OWNER REVIEW / PRICING
CG
CG
TEL:
FAX:
ATTN:
BUILDING COMPONENT REQUIREMENTS
WALLS =
NOT ALTERED
FLAT CEILING =
NOT ALTERED
WINDOWS =
U-0.46
EXTERIOR GLAZED DOORS =
U-0.80
THE CONTRACTOR SHALL BE RESPONSIBLE FOR AND SHALL REPLACE OR
REMEDY ANY FAULTY, IMPROPER OR INFERIOR MATERIALS OR WORKMANSHIP
WHICH SHALL APPEAR, WITHIN ONE (1) YEAR AFTER THE COMPLETION AND
ACCEPTANCE OF THE WORK UNDER THIS CONTRACT, U.N.O. IN THIS
CONTRACT.
ISSUED FOR CONSTRUCTION / PERMIT
ISSUE 5/2/14
ISSUE 4/17/14
PROJECT SUMMARY:
VICINITY MAP NTS
SEC 3401.1 GENERAL: EXCEPT AS REQUIRED BY 3401.4 OR THIS SECTION, ALTERATIONS TO ANY
BUILDING OR STRUCTURE SHALL COMPLY WITH THE REQUIREMENTS OF THE
CODE FOR NEW CONSTRUCTION. ALTERATIONS SHALL BE SUCH THAT THE
EXISTING BUILDING OR STRUCTURE IS NO LESS COMPLYING WITH THE
PROVISIONS OF THIS CODE THAN THE EXISTING BUILDING OR STRUCTURE WAS
PRIOR TO THE ALTERATION.
BID ALTERNATES
1.
MEDICAL, DENTAL & OFFICE FURNITURE & EQUIPMENT AS SPECIFIED.
2.
WIRING HOOKUP AND PROGRAMING FROM THERMOSTATS TO MECHANICAL
UNITS.
1.
ADD ALTERNATE # 1:
SUBSTITUTE RESILIENT FLOORING IN LIEU OF EXISTING EXPOSED CONCRETE
FLOORING. SEE FINISH SCHEDULE FOR FLOORING TYPE. .
ABBREVIATIONS
Drawing:
ROOM
#
ROOM NAME TAG
-
DOOR TAG - SEE DOOR
SCHEDULE
ELEVATION MARKER
WINDOW TAG - SEE WINDOW
SCHEDULE
W
-
GRIDLINE BUBBLE
KEYNOTE
DTL #
SHT #
E
INTERIOR ELEVATION
MARKER
S
-
FIXTURE/EQUIPMENT TAG SEE EQPT SCHEDULE
-
BUILDING ASSEMBLY TAG
SEE BUILDING ASSEMBLY
SCHEDULE
DTL #
SHT #
DTL #
-
FINISH TAG SEE SHEET FINISH SCHEDULE
#
REVISION NUMBER
SHT #
DTL#
SHT #
BUILDING SECTION
MARKER
EXTERIOR ELEVATION
MARKER
DETAIL MARKER
L
@
C
L
#
Ø
Angle
At
Centerline
Pound or Number
Diameter or Round
AB
AC
AD
ACOUS
ACT
ADJ
AL
APPROX
ARCH
ASPH
Anchor Bolt
Asphaltic Concrete
Area Drain
Acoustical
Acoustic Ceiling Tile
Adjustable
Aluminum
Approximate or
Approximately
Architectual or Architect
Asphalt
BD.
BITUM.
BLDG.
BLK.
BLKG.
BM.
BOT.
Board
Bituminous
Building
Block
Blocking
Beam
Bottom
C.B.
C.I.
C.J.
C.L.
CAB.
CEM.
CER.
CL.
CLG.
CLKG.
CLOS.
CLR.
CNTR.
COL.
CONC.
CONN.
CONSTR.
CONT.
CTR.
CTSK.
Catch Basin
Cast Iron
Ceiling Joist
Centerline
Cabinet
Cement
Ceramic
Centerline
Ceiling
Caulking
Closet
Clear
Counter
Column
Concrete
Connection
Construction
Continuous
Center
Countersunk
DIA.
DIM.
DN.
DR.
D.W.
DWG.
DWR.
Diameter
Dimension
Down
Door
Dishwasher
Drawing
Drawer
E.
E.J.
EA.
ELEC.
ELEV.
EMER.
ENCL.
EQ.
EQUIP.
EXIST./(E)
EXP.
EXT.
East
Expansion Joint
Each
Electrical
Elevation
Emergency
Enclosure
Equal
Equipment
Existing
Exposed
Exterior
D.F.
D.O.
D.S.
D.S.P.
DBL.
DEPT.
DET./DTL.
Douglas Fir
Door Opening
Downspout
Dry Standpipe
Double
Department
Detail
F.A.
F.D.
F.E.
F.F.
F.O.F
F.G.
F.O.C.
F.O.S.
FDN.
Fire Alarm
Floor Drain
Fire Extinguisher
Finish Face
Face of Finish
Fibreglass
Face of Concrete
Face of Stud
Foundation
FIN.
FLASH.
FLR.
FLUOR.
FPRF.
FRZ.
FT.
FTG.
FURR.
FUT.
Finish
Flashing
Floor
Fluorescent
Fireproof
Freezer
Foot or Feet
Footing
Furring
Future
I.D.
IN.
INSUL.
INT.
Inside Diameter
Inches
Insulation
Interior
JAN.
JST.
JT.
Janitor
Joist
Joint
KIT.
Kitchen
G.B.
G.C.
GA.
GALV.
GL.
GND.
GR.
GYP.
Grab Bar
General Contractor
Gauge
Galvanized
Glass or Glazing
Ground
Grade
Gypsum
L. or LIN.
L.B.
LAB.
LAM.
LAV.
LKR.
LT.
LTWT.
Linen Closet
Leader Box
Laboratory
Laminated
Lavatory
Locker
Light
Lightweight
H.B.
H.C.
H.M.
H. WD.
HDWR.
HNDCP.
HORIZ.
HR.
HT.
Hose Bibb
Hollow Core
Hollow Metal
Hardwood
Hardware
Handicap
Horizontal
Hour
Height
M.C.
M.O.
MAT.
MAX.
MECH.
MFR.
MH.
MIN.
Medicine Cabinet
Masonry Opening
Material
Maximum
Mechanical
Manufacturer
Manhole
Minimum
MIR.
MISC.
MTD.
MTL.
MUL.
Mirror
Miscellaneous
Mounted
Metal
Mullion
(N)
N.
N.I.C.
N.T.S.
NOM.
New
North
Not In Contract
Not To Scale
Nominal
O.
O.C.
O.D.
OBS.
O.F.C.I.
OPNG.
OPP.
Oven
On Center
Outside Diameter (Dim.)
Obscure
Owner Furnished
Contractor Installed
Opening
Opposite
P.
P.LAM.
P.W.
PL.
PLAS.
PLYWD. or P.W.
PRCST.
PT.
Pantry
Plastic Laminate
Plywood
Plate
Plaster
Plywood
Pre-cast
Point
Q.T.
Quarry Tile
R.
R.D.
R.O.
R.R.
RAD. or R.
REC.
REF.
REFR.
REINF.
REQ'D.
RESIL.
REV.
RGTR.
RM.
RWD. or R.W.
Riser
Roof Drain
Rough Opening
Roof Rafter
Radius
Recommendation
Reference
Refrigerator
Reinforcement
Required
Resilient
Revision
Register
Room
Redwood
S.
S.C.
S.D.
S.S.
S.SK.
SCHED.
SEC.
SHF. or SH.
SHT.
SHWR.
South
Solid Core
Soap Dispenser
Stainless Steel
Service Sink
Schedule
Section
Shelf or Shelves
Sheet
Shower
SIM.
SPEC.
SQ.
STA.
STD.
STL.
STOR.
STRL.
STRUCT.
SUSP.
SYM.
Similar
Specification
Square
Station
Standard
Steel
Storage
Structural
Structural
Suspended
Symmetrical
U.N.O.
UNF.
UR.
Unless Noted Otherwise
Unfinished
Urinal
V.A.T.
V.G.
VCT.
VER.
VERT.
VEST.
VIF
Vinyl Asbestos Tile
Vertical Grain
Vinyl Composite Tile
Verify W. Arch/Owner
Vertical
Vestibule
Verify in field
T.&G.
T.
T.B.
T.C.
T.O.
T.P.
T.P.D. or T.P.H.
Tongue and Groove
Tread
Towel Bar
Top of Curb
Top of Overhang
Top of Pavement
Top of Toilet Paper
Dispenser or Holder
Television
Top of wall
Telephone
Terrazzo
Thick
Thickness
Typical
W.
W.C.
W.I.
W.P.
W/ or W.
W/O
WD.
WSCT.
WT.
West
Water Closet
Wrought Iron
Waterproof
With
Without
Wood
Wainscot
Weight
T.V.
T.W.
TEL.
TER.
THK.
THK.
TYP.
COVER SHEET
Job No:
13108
Date:
5-2-14
Sheet No:
A0.1
1
2
2
A4.1
3
3
A4.1
7
8
A
10
4
4
3
4
Digitally signed by Lisa McClellan
Date: 2014.05.05 11:36:02-07'00'
4
B
6
6
C
3
1
EXISTING
CLASSROOM
A4.1
EXISTING
CLASSROOM
BEAVERTON
SCHOOL DIST.
SBHC FACILITY
13000 SW 2ND STREET
BEAVERTON, OR 97005
5
1
5
4
1
2
2
A4.1
3
3
A4.1
A
B
C
1
A4.1
D
D
S406
C406
E
EXISTING
RESTROOM
1'-6"
2
2
NOTE: REFER TO M-E-P DRAWINGS
FOR BALANCE & EXTENT OF
DEMOLITION, AND COORDINATE FOR
THE LEAST AMOUNT OF FLOOR
SAWCUTTING/DEMO.
10
9
9
4'-0"
AREA OF WORK
4
E
1
OVERALL BUILDING PLAN
1
NTS
GENERAL NOTES:
DEMO FLOOR PLAN
8
1/4" = 1'-0"
SYMBOL LEGEND:
SYMBOL
7
DESCRIPTION
Drawing:
KEYNOTES:
SYMBOL
DESCRIPTION
SYMBOL
DESCRIPTION
SYMBOL
DESCRIPTION
1.) ALL DIMENSIONS ARE TAKEN FROM F.O. STUD/CMU U.N.O.
2.) ALL GRIDLINES SHOWN ARE F.O. CMU/STUD U.N.O.
ROOM
#
3.) PROTECT EXISTING CONC FLOOR DURING DEMO. EXISTING CONC FLOOR IS TO
BE THE EXPOSED FINISHED FLOOR.
5.) PROTECT EXISTING CONSTRUCTION AND ACTIVE SYSTEMS TO REMAIN DURING
CONSTRUCTION. I.E. (BUT NOT LIMITED TO): SPEAKER/INTERCOM, SECURITY,
DATA, AND FIRE ALARM.
DOOR TAG, SEE DOOR SCHEDULE ON SHEET A7.1
###
X
4.) LIMITS OF DEMOLITION ARE GENERAL. CONTRACTOR TO VERIFY EXACT
DEMOLITION REQUIRED TO PREPARE SUBSTRATES FOR NEW FINISH.
#
WINDOW TAG, SEE SCHEDULE ON SHEET A7.1
XX-X
1
EXISTING CONSTRUCTION TO BE REMOVED
2
3
4
EXISTING FORCED AIR DUCTWORK TO BE ABANDONED IN
PLACE -SEE MD2.1 FOR MORE INFORMATION.
5
REMOVE ANY LOOSE CEILING TILE ABOVE & DISPOSE.
6
REMOVE EXISTING LIGHT FIXTURES & DISPOSE.
INTERIOR ELEVATION TAG
#
SHT
#
SHT
SEE PD2.1 FOR INFORMATION ON REMOVAL OF EXISTING
DRINKING FOUNTAINS. NOTE: IF ASBESTOS LADEN WRAP IS
FOUND ON PLUMBING ABATE PER CODE.
REMOVE AND DISPOSE OF EXISTING CABINETRY AND
FIXTURES. RECYCLE WHERE POSSIBLE.
C
6.) REFER TO M-E-P DRAWINGS FOR BALANCE & EXTENT OF DEMOLITION.
DEMOLISH 6" CMU WALLS TO SLAB, CUT REBAR & GRIND TO
EXISTING SLAB HEIGHT. NOTE: EXISTING CONCRETE TO BE
FINISHED FLOOR FINISH
FINISH TAG - SEE FINISH SCHEDULE ON SHEET A7.1
A
#
D SHT B
KEYNOTE
ROOM TAG
BLDG OR WALL SECTION FLAG
EXTERIOR ELEVATION TAG
7
REMOVE EXISTING FRAMED DOOR FOR NEW FRAME &
WINDOW.
8
REMOVE EXISTING FRAMED DOOR FOR NEW DOOR &
FRAME.
9
EXISTING ELECTRICAL PANELS TO REMAIN.
10
1
2
EXISTING 1 " & 2" COLD WATER LINES TO REMAIN.
SEE PLUMBING
DEMO/EXISTING
FLOOR PLAN
Job No:
13108
Date:
5-2-14
Sheet No:
A1.1
1
2
2
A4.1
3
3
A4.1
65'-5"
35'-4 1/2"
30'-0 1/2"
EQ.
9'-10 1/2"
5'-5 1/2"
8 1/4"
EQ.
9'-9 1/2"
9'-10"
10'-5"
3'-4"
VIF
120A
9'-10 1/2"
B
A
9
2'-0"
5
3'-4"
VIF
9
1'-0'
MIN
DENTAL
CARE ROOM
CARE ROOM
CARE ROOM
MH ROOM
11'-2"
CARE ROOM
5
A
9
7
117A
1'-6"
FIN
TYPICAL
FOR ALL
CARE ROOMS
5'-0"
1'-6"
FIN
1'-6"
FIN
CG
A
1
A6.3
6
1'-6"
FIN
Digitally signed by Lisa McClellan
Date: 2014.05.05 11:36:13-07'00'
122A
6
6
121A
C
B A6.2
A
A
HALL
6
119A
6
118A
6
D A6.2 B
C
B
9
CG
4
C A6.2
B
2"
CG
CG
CG
5'-0"
5'-9"
2
A6.1 E
CG
ELIGIBILITY
18'-4"
A
D 2
1"
C
CG
RECEPTION
D
CG
9 1/2"
10°
1 1/2"
3
10
A6.1
3
3
30" MIN.
8
3'-10"
VIF
WAITING
2'-9"
100A
1'-6"
4
7
CG
9
8"
3'-10"
VIF
4'-1 1/2"
ENTRY
D A6.1 B
C
CG
1'-6"
1
CG
15'-5"
A
1'-3"
EXISTING
RESTROOM
AREA OF WORK
CG
CG
11
101A
EW2
E
CM OFFICE
2'-6"
1
CG
D
8'-0"
1'-1"
2
CG
CG
CG
53'-6"
21'-11"
8'-0"
9
CG CG
3'-5"
CG
129A
A4.1
PRINT
CG
3'-1"
CG
CG
CG
MP OFFICE
2'-9"
CG
A6.1 B
HALL
SUPPORT
4"
4"
3'-0"
6'-4"
1
A6.2 B
4'-2"
CG
6'-9 3/4"
A
2
A6.2
3
2'-6"
BEAVERTON, OR 97005
A
A
B A6.2
PRINT
STORAGE
109A
13000 SW 2ND STREET
8'-9"
104A
7'-6"
128A
4
D A6.3 B
C
BEAVERTON
SCHOOL DIST.
SBHC FACILITY
1
CG
CG
A4.1
A
C
CG
CG
1
3
4'-2"
CG
CG
TEAM
A A6.3
°
90
CG
PREP
6'-4"
107A
2'-1"
°
80
RESOURCE
B
CG
CG
RR
108A
A4.1
CG
LAB
110A
A
CG
CG CG
2
D A6.3 B
C
CG
116A
3
3
A
5
D A6.3 B
C
10'-2"
111A
5'-0"
3'-10"
MECH
C
CG CG
12
2
CG
W1
8'-2"
SERVER
CG
2
123A
124A
4'-6"
A
7'-6 1/2"
115A
JAN
GROUP
A4.1
5'-4"
2'-2"
CG
HALL
1
6'-7"
RR
2'-11"
6 1/2"
8'-10"
5
B A6.2
5'-9"
2 1/2"
CG
BREAK
A
6'-10"
CG
11
4A
113A
5'-5"
4'-4"
4'-4"
3'-5"
HALL
5'-1"
STOR
A
5
A8.2
EW2
CG
E
1
OVERALL BUILDING PLAN
1
NTS
GENERAL NOTES:
1.) ALL DIMENSIONS ARE TAKEN FROM F.O. STUD/CMU U.N.O.
2.) ALL GRIDLINES SHOWN ARE F.O. CMU/STUD U.N.O.
FLOOR PLAN
1/4" = 1'-0"
SYMBOL LEGEND:
SYMBOL
ROOM
#
DESCRIPTION
#
###
DOOR TAG, SEE DOOR SCHEDULE ON SHEET A7.1
4.) SEE DOOR SCHEDULE FOR DOOR TYPES AND INSTALLATION DETAILS
CORRESPONDING TO DOOR NUMBERS.
X
WINDOW TAG, SEE SCHEDULE ON SHEET A7.1
XX-X
5.) SEE WINDOW SCHEDULE FOR WINDOW TYPES & DIMENSIONS.
6.) EQUIPMENT AND FURNITURE SHOWN ON PLAN FOR REFERENCE ONLY.
7.) FOR FLOOR FINISHES SEE FINISH SCHEDULE - SHEET A9.1
#
10.) PATCH FLOOR PER SPECIFICATIONS. MATCH LEVEL, FINISH AND COLOR.
DESCRIPTION
KEYNOTE
INTERIOR ELEVATION TAG
LINE OF CONSTRUCTION ABOVE
FE
CG
SYMBOL
DESCRIPTION
DESCRIPTION
1
FIRE ALARM PAD -COORDINATE W/SIMPLEX DESIGNED
SYSTEM CFCI.
6
WALL MOUNTED COMPUTER CONTROL ARM OFCI
-SEE 11/A8.1.
2
SECURITY PAD COORDINATE WITH SECURITY DESIGNED
SYSTEM TIED TO SCHOOL. CFCI.
7
EXISTING 1 21" CW SUPPLY
3
EXISTING ELECTRICAL PANEL TO REMAIN.
8
NEW WALL MOUNTED DRINKING FOUNTAIN.
4
FURR WALL AT EXISTING WATER SUPPLY AND FOR SIDE
WALLS WITH REMOVABLE COUNTER FOR ACCESS TO
WATER SHUT-OFF. SEE 5/A8.2.
9
FORM & FILL W/ CONCRETE (E) FLOOR REGISTER. GRIND
SMOOTH TO MATCH ADJACENT FLOOR FINISH.
10
RAISED SOFFIT WITH COVE LIGHTING ABOVE SHOWN
DASHED.
11
NEW MECHANICAL UNITS IN EXISTING MECHANICAL
MEZZANINE ABOVE EXISTING RESTROOM
12
PROVIDE BLOCKING IN WALL FOR WALL MOUNTED
PROJECTION SCREEN
FIRE EXTINGUISHER CABINET - SEE GENERAL NOTE
CORNER GUARD, 4' HIGH
SYMBOL
FLOOR PLANS
Job No:
13108
Date:
5-2-14
C
8.) PROVIDE FIRE EXTINGUISHER CABINETS AS SPEC'D. COORDINATE FINAL
LOCATIONS WITH FIRE MARSHALL.
9.) SEE DETAIL A9.2 FOR TYPICAL PARTITION CONSTRUCTION
- INTERIOR PARTITIONS W-1 U.N.O.
- INTERIOR FURRING PARTITION EW-1 U.N.O.
FINISH TAG - SEE FINISH SCHEDULE ON SHEET A7.1
A
D SHT B
SYMBOL
ROOM TAG
3.) ALL DOOR / WINDOW DIMENSIONS ARE TO CMU OPENING, SEE WINDOW
SCHEDULE AND WINDOW DETAILS FOR TYPICAL INSTALLATION DETAIL.
Drawing:
KEYNOTES:
#
SHT
#
SHT
BLDG OR WALL SECTION FLAG
EXTERIOR ELEVATION TAG
5
POWER BOX FOR DENTAL CHAIR (SURFACE MOUNT).
COORDINATE W/E2.1 FOR POWER AND DENTAL SUPPLY
FOR BOX SIZE (OFCI). PROVIDE A 2" BELOW SLAB CONDUIT
SLEEVE CUT FLUSH TO SLAB FOR DENTAL SUCTION LINES
TO CABINET (OFOI). CONDUIT AND ELECTRICAL TO FIT
WITHIN BOX. SEE 8/A8.2.
Sheet No:
A2.1
1
2
2
A4.1
3
3
A4.1
A
CARE ROOM
DENTAL
CARE ROOM
+-9'-0"
+-9'-0"
+-9'-0"
CARE ROOM
HALL
CARE ROOM
+-9'-0"
+-9'-0"
+-9'-0"
MH ROOM
FIXTURE LEGEND:
SYMBOL
Digitally signed by Lisa McClellan
Date: 2014.05.05 11:36:23-07'00'
+-9'-0"
+8'-2"
B
DESCRIPTION
RECESSED FLUORESCENT (GRID)
STOR
5
HALL
+-12'-0"
+-12'-0"
+8'-4"
TYP
RECESSED FLUORESCENT (GRID & GYP)
S
C
TEAM
+-12'-0"
JAN
RECESSED DOWN LIGHT
BREAK
+-12'-0"
+-9'-0"
MECH
SERVER
+8'-2"
1
+-9'-0"
RECESSED DOWNLIGHT - WALL WASH
+-12'-0"
+-9'-0"
LAB
RR
1
A4.1
+-8'-0"
PREP
UNDER CABINET LIGHT
RR
+8'-2"
+-8'-0"
MP OFFICE
HALL
CLOSET LIGHT
STORAGE
SUPPORT
+-9'-0"
13000 SW 2ND STREET
+-8'-0"
BEAVERTON, OR 97005
+-9'-0"
HALL
GROUP
VANITY STRIP LIGHT
BEAVERTON
SCHOOL DIST.
SBHC FACILITY
+8'-2"
+-9'-0"
+10'-0"
+8'-2"
+-12'-0"
PENDANT LIGHT
RESOURCE
ELIGIBILITY
RECEPTION
CM OFFICE
14'
-6"
COVE LIGHT
+7'-6"
+-8'-0"
+8'-2"
5
D
EXTERIOR WALL MOUNT LIGHT
11'-0"
EXIT LIGHT
+12'-0"
SPEAKER / P.A.
8'-0"
S
9"
MEZZANINE
ABOVE
9'-0
"
MEZZANINE
ABOVE
25°
MEZZANINE
ABOVE
EXHAUST FAN
WAITING
ENTRY
4
+10'-0"
S
6
A8.1
RETURN AIR DIFFUSER
SUPPLY DIFFUSER
E
1
GENERAL NOTES:
1.)
ALL DIMENSIONS ARE TAKEN FROM F.O. STUD OR COL ℄ U.N.O.
2.) ALL GRIDLINES SHOWN ARE F.O. STUD U.N.O.
3.) ALL CEILINGS
PT-2
U.N.O.
4.) ALL CEILINGS 9'-0" U.N.O.
5.) LOCATE ALL LIGHT FIXTURES, MECHANICAL DIFFUSERS, SPRINKLER HEADS,
ACCESS PANELS, SPEAKERS & ANY OTHER CEILING-MOUNTED DEVICES IN THE
CENTER OF THE ROOM, SPACE OR CEILING GRID UNLESS DIMENSIONED OR NOTED
OTHERWISE.
6.) PROVIDE ACCESS PANELS AS REQ'D BY ALL TRADES AT INACCESSIBLE CEILINGS.
FINISH TO MATCH CEILING. ARCHITECT TO REVIEW BEFORE INSTALLATION.
7.) SUSPENDED CEILING SHALL COMPLY W/ SEC. 808.1 AND ASCE 7-05 SEC. 13.5.6.
SEE A9.2 FOR MORE INFO.
8.) SPECIAL INSPECTION IS REQUIRED FOR THE SUSPENDED CEILING AND ITS
ANCHORAGE IN SEISMIC DESIGN CATEGORY D, E, 1705.3.
9.) SEE ELECTRICAL SHEETS FOR LIGHTING SPECIFICATION, SUPPLY, RETURN &
EXHAUST.
REFLECTED CEILING PLAN
1/4" = 1'-0"
SYMBOL LEGEND:
SYMBOL
ROOM
#
#
DESCRIPTION
ROOM TAG
SYMBOL
FINISH TAG - SEE FINISH SCHEDULE ON SHEET A7.1
+9'-0"
CEILING ELEVATION TAG
EMERGENCY 'EXIT' SIGN. SHADED AREA INDICATES ILLUMINATED
FACE. ARROW INDICATES DIRECTION OF TRAVEL.
DESCRIPTION
1
COOLING FAN SEE MECH
2
NOT USED
3
NOT USED
4
5
SYMBOL
DESCRIPTION
REFLECTED
CEILING PLAN
ACT-1 SUSPENDED ACOUSTIC TILE PANEL CEILING
KEYNOTE
ACT-1
Drawing:
KEYNOTES:
Job No:
13108
NEW PULL DOWN LADDER W/IN EXISTING OPENING
Date:
5-2-14
NEW SPEAKERS -CONNECT TO EXIST'G P.A.
INFRASTRUCTURE W/ VOLUME CONTROL. VERIFY
LOCATIONS WITH OWNER
Sheet No:
SUSPENDED OR DIRECT HUNG GYPSUM CEILING
A2.2
1
2
3
A
SHARPS
SHARPS
SOAP
WOM-2
XRAY
DCHAIR
PT
SOAP
GLOVE
CARE ROOM EX LI
PT
CARE ROOM
CARE ROOM
PT-3
CARE ROOM
MH ROOM
3
DENTAL
B A6.2
CO HK
A
CG
PT-1
WASTE
A
CG
CONC CPT-1
PT-1
PT-5
RR
A
3
BDRAW
PT-1
D A6.2 B
C
BREAK
MECH
A
2
B A6.2
CONC
A
D A6.2 B
C
IMM UC
LAB
UC SPEC
CG
PRINT
ULTRA S
FAX
PT-1
PT-1
PT-1
PT-5
4
BEAVERTON, OR 97005
PT-5
PT-3
HALL
A
2
A6.1 B
A
PT-4
CG
B A6.1
PT-3
CONC CPT-1
PRINT
STORAGE
CG
13000 SW 2ND STREET
PT-5
SEE 4/A6.3 FOR A
ACCESSORY
2
D A6.2 B
LOCATIONS
C
A A6.3
AUTOCLV
CENTRIF
PT-1
BEAVERTON
SCHOOL DIST.
SBHC FACILITY
CG CG
1
RR
A
CONC CPT-1
PREP
SEE 2/A6.3 FOR
ACCESSORY
LOCATIONS
EYE WA
CPT-1
HALL
TEAM
SCALE
CG
PT-1
PT-3
PT-3
CG CG
6
SPEC PT
SEE 5/A6.3 FOR
ACCESSORY
LOCATIONS
S RACK
GROUP
IMM F
3
A6.1
MP OFFICE
PT-5
PT-5
SERVER
C
CG
STAD
SHARPS
WASTE
JAN
PT-5
CG
CG
PRO SC
B
PT-1
CG
REF
Digitally signed by Lisa McClellan
Date: 2014.05.05 11:36:31-07'00'
HALL
1
C A6.2
B
MICRO
2
A6.3
HALL
CHART
STORAGE
A
PT-5
CA
PT-4
5
D A6.2 B
C
PT-4
CA
PT-4
PT-4
A
PT-4
EQ RA
GLOVE
SUPPORT
CG
CG
CG
CG
CPT-1 CONC
CONC CPT-1
RECEPTION
PT-5
CG CG
MATERIALS LEGEND
PT-5
CPT-1
PT-6
CG
PT-3
WALL PAINT
PT-4
WALL PAINT
D
CM OFFICE
CONC
PT-3
CG
CG
PT-5
A
PT-5
EXISTING
RESTROOM
WALL PAINT
1
CPT-1
CG
CG
PT-3
D A6.1 B
C
WOM-1
PT-6
WALL PAINT
SEE A6.3 FOR ACCESSORY SCHEDULE
CONC
CONCRETE FLOOR
CPT-1
CARPET FLOOR
WOM-1
WALK-OFF MAT FLOOR
WOM-2
WALK-OFF MAT FLOOR
WAITING
PT-5
CG
E
NOTE: COORDINATE WITH INFORMATION ON
INTERIOR ELEVATIONS AND A9.1
FLOOR PLAN
1
GENERAL NOTES:
ENTRY
1/4" = 1'-0"
Drawing:
EQUIPMENT/ACCESSORY LEGEND:
SYMBOL
DESCRIPTION
VG
BSD
* NOTE: EXTRA TALL SEE ELEVS
CFCI
OFCI
OFOI
SYMBOL
DESCRIPTION
SHARPS
SHARPS CONTAINER
VG
BSD
CFCI
OFCI
OFOI
SYMBOL
DESCRIPTION
1.) ALL FURNISHINGS SHOWN FOR REFERENCE, OFOI.
2.) SEE EQUIP LEGEND FOR INSTALLATION RESPONSIBILITIES
3.) SEE CARE ROOM # 118 FOR TYPICAL LAYOUT. ALL OTHERS SIMILAR.
CA
EQ RA
4.) TOILET ACCESSORIES BY CONTRACTOR, SEE SCHEDULE ON A6.3.
5.) PROVIDE BLOCKING FOR ALL MOUNTED EQUIPMENT.
WALL MOUNTED COMPUTER ARM
EQUIPMENT RAIL FOR SPHYGMOMANOMETER & OPTHAMALASCOPE
GLOVE
SOAP
CHART
CHART RACK
REF
BREAK ROOM REFIGERATOR
DCHAIR
DENTAL CHAIR & POWER BOX
UC SPEC
UNDER COUNTER SPECIMENT REFIGERATOR
SUMMIT, MODEL FF511L *
IMM F
IMM UC
IMMUNIZATION REFRIGERATOR
HELMER SCIENTIFIC, HORIZON MODEL HLR111
UNDER COUNTER IMMUNIZTION FREEZER
PANASONIC, MODEL SF-L6111W-PA *
PT
GLOVE DISPENSER
XRAY
FAX
DENTAL XRAY - HAND HELD
PRINT
PRINTER
PAPER TOWEL DISPENSER
EX LI
EXAM LIGHT - FLOOR
EY WA
EYE WASH
MICRO
MICROWAVE
CO HK
COAT HOOK
SCALE
WEIGHT SCALE
STAD
STADIOMETER
SPECIMEN PASS THROUGH
S RACK
SERVER RACK
WASTE
WASTE RECEPTICAL
PRO SC
PROJECTION SCREEN
(CONTRACTOR PROVIDED WALL BLOCKING)
BSD
CFCI
OFCI
OFOI
EQUIPMENT &
MATERIALS PLAN
FAX MACHINE
SOAP DISPENSER
SPEC PT
VG
BD DRAW
BLOOD DRAW CHAIR
CENTRIF
CENTRIFUGE
AUTOCLV
AUTOCLAVE
ULTRA S
ULTRASOUND
Job No:
13108
Date:
5-2-14
Sheet No:
A2.3
1'-6" +/-
2'-10 1/4"
3'-0"
2'-10 1/4"
KEYNOTES:
3'-0"
SYMBOL
+12'-2"
R1
BREAK
MECH
R1
SERVER
R1
HALL
4
W1
1
INSULATE ALL NEW WALLS, TYP.
2
WALLS TO UNDERSIDE OF CEILING STRUCTURE BENEATH TRUSSES,
TYPICAL.
3
DEMOLISH (E) WALL. SEE A1.1.
4
HVAC SEE M2.1
R1
TYP
RESTROOM
R3
DESCRIPTION
LAB
R3
R3
R2
R3
TEAM
PREP
EW1
TYP
W2
(FOR
POCKET
DOOR)
EW1
TYP
Digitally signed by Lisa McClellan
Date: 2014.05.05 11:36:41-07'00'
+0'-0"
PAINTED METAL
FLASHING CAP
DASHEDABOVE
P.T. END TRIM
EXISTING TRUSSES
BELOW TYP.
1
NORTH-SOUTH BUILDING SECTION
P.T. RAILS
5
1/4" = 1'-0"
A4.1
24'-10"
2'-0"
4/5
A4.1
SCREENING SIGHTLINE
NOTE: LOCATION OF ROOF TOP UNITS SHOWN FOR PURPOSES OF
LOCATION AND TO KEY TO DETAILS ONLY (NOT RELATIVE TO ROOMS
BELOW). COORDINATE ONSITE WITH EXISTING TRUSS LAYOUT AND
DETAILS TO RIGHT.
PROVIDE WATERTIGHT PATCH AND REPAIR AT ALL NEW ROOF
PENETRATIONS, CURBS AND BOOTS.
SCREENING SIGHTLINE
3'-0" CLR
6'-0"
3'-0" CLR
CONNECTIONS?
BEAVERTON
SCHOOL DIST.
SBHC FACILITY
+12'-2"
13000 SW 2ND STREET
4
HALL
R3
RESTROOM
HALL
R3
RESTROOM
R3
ELIGIBILITY
2'-0" CLR
R1
ENTRY
R3
BEAVERTON, OR 97005
NEW PAINTED METAL
POSTS ATTACHED TO
EXISTING TRUSS FACE
TYP.
W1
TYP
3
4'-0" TYP
EW2
+0'-0"
4
ENLARGED MECHANICAL SCREEN PLAN
3/4" = 1'-0"
PT 2X CAP UNDER PAINTED METAL
CAP FLASHING -MATCH SIDING
2
EAST-WEST BUILDING SECTION THROUGH ENTRY
1/4"x2"x2" STEEL TABS
WELDED TO POST TYP
1/4" = 1'-0"
PT 2X RAILS AND
VERTICAL SIDING NAILERS
CORRUGATED SIDING 24 GA
NU-WAVE PANELS
3/8"x3" LAG SCREW
TYP EA CORNER
PREMANUFACTURED
PIPE BOOT
H8 TIE SLEEPER TO
TRUSS TYP SEE
DETAIL 4/M9.0
HSS2x2x3/16" TUBE
STEEL POST @48" O.C.
+12'-2"
4
R1
Drawing:
R3
CARE ROOM
WAITING
BUILDING SECTIONS
R3i
HALL
W1
TYP
EW1
TYP
1/4"x3"x8" PL WITH (2) 1/2"
BOLTS THRU TRUSS CHORD
3
TYP
EW1
3/16
TYP
+0'-0"
Job No:
13108
Date:
5-2-14
Sheet No:
3
EAST-WEST BUILDING SECTION
1/4" = 1'-0"
5
ENLARGED MECHANICAL SCREEN SECTION
3/4" = 1'-0"
A4.1
6
A8.1
PT-1
8'-2''
FIXTURE
PT-1
PT-5
PT-3
5'-8"
2
A8.2
PL-4
PT-3
5
A8.2
5
A8.2
2
A8.2
SIM
PT-3
3
2'-6"
PL-4
PT-5
PL-1
A) WEST
ENTRY 100/WAITING 101
1/4" = 1'-0"
Digitally signed by Lisa McClellan
Date: 2014.05.05 11:36:49-07'00'
5
A8.1
TYP
(** = FIXTURE DIMENSION)
36" MAX.
24" MAX.
9"
7
27" MIN.
8
A8.1
17" TO 19"
4
A8.1
30X48 CLR.
FLR. AREA
1
B) NORTH
6" MAX.
8" MIN.
C) EAST
1
D) SOUTH
12
A8.1
ENTRY 100/WAITING 101 CONT'D
BEAVERTON
SCHOOL DIST.
SBHC FACILITY
13000 SW 2ND STREET
1/4" = 1'-0"
BEAVERTON, OR 97005
PT-3
PT-5
PT-6
2
A8.2
2
A8.2
2
A8.2
2
A8.2
SIM
8'-2"
PL-1
SIM
6
A8.2
SIM
PL-4
1
6
A8.2
PL-4
PT-6
PT-5
A) WEST
2
B) NORTH
C) EAST
PT-6
E) NORTH
D) SOUTH
RECEPTION 102
1/4" = 1'-0"
6
A8.2
CG
4'-6"
PL-4
C
ALIGN COUNTER
SUPPORT W/ WALL
4'-2"
A
D 2
ANGLE SUPPORTS
BELOW COUNTER
A6.1 B
2
A6.1 E
C
GENERAL NOTES:
CG C
2
A8.2
6
A8.2
4" 4"
RETURN COUNTER
TO FLOOR
3'-5"
2"
11"
1'-7"
PL-1
ENLARGED RECEPTION PLAN
RETURN COUNTER
TO FLOOR
2"
ANGLED FACE PANEL
BELOW (DASHED)
1/2" = 1'-0"
1.
ALL DIMENSIONS TO FACE OF FINISH U.N.O.
2.
SEE RCP FOR CEILING HEIGHTS.
3.
ALL WALLS TO BE PAINTED PT-1 UNLESS NOTED OTHERWISE.
SEE ELEVATOR FOR ACCENT WALL PAINT.
4.
8'-3"
3
PT-5
PL-4
5.
KEYNOTES:
1
FIRE ALARM AND CONTROL PANELS, COORDINATE WITH OWNER
PROVIDE IN WALL BLOCKING AS REQUIRED FOR CASEWORK,
EQUIPMENT & FIXTURES.
2
CORNER GUARD, SEE FLOOR PLAN FOR LOCATIONS
ALL CABINETS TO BE SCRIBED FOR FLUSH INSTALLATION WHERE
REQUIRED.
3
FIXED PLAM SHELF FLUSH W/WALL IN NICHE
6.
X = ACCESSORY TAG SEE ACCESSORY SCHEDULE A5.2
4
LIGHT FIXTURE, SEE RCP SHEET A2.1
7.
EPOXY PAINT AT ALL RESTROOM WALLS, TYP. SEE SPEC.
5
EQUIP, FURNISHINGS BY OWNER
8.
ADJUSTABLE SHELVES GREATER THAN 24" IN WIDTH SHALL BE A
MINIMUM THICKNESS OF 1"
6
WALL MOUNTED PROJECTOR SCREEN
9.
VERIFY ALL LOCATIONS FOR WALL MOUNTED EQUIPMENT WITH
OWNER PRIOR TO INSTALLATION OF BLOCKING.
7
DRINKING FOUNTAIN -SEE ADJACENT MOUNTING REQUIREMENTS
10.
WALL BASE SHALL BE B-1 U.N.O.
11.
SEE CABINETRY DETAILS ON A8.2 FOR LOCK INFORMATION
5'-8"
Drawing:
INTERIOR
ELEVATIONS
Job No:
13108
Date:
5-2-14
Sheet No:
A6.1
4'-5"
4 EQ.
3'-0"
3'-0"
2'-2"
7
A8.2
B) NORTH
A) WEST
8
A8.2
A) WEST
8
A8.2
8
A8.2
6'-4"
5 EQ.
1
4
A8.2
1'-8"
3'-0"
2'-0"
3'-0"
3'-0"
A) WEST
6'-11"
6 EQ.
4
A8.2
2'-0"
4
A8.2
3'-0"
4
A8.2
5'-5"
5 EQ.
2'-10"
7'-2"
7 EQ.
3'-7"
3 EQ.
12
A8.2
2'-6"
SUPPORT 103
2
1/4" = 1'-0"
SECURE STORAGE 104
3
1/4" = 1'-0"
2'-6"
B) SOUTH
1'-9"
Digitally signed by Lisa McClellan
Date: 2014.05.05 11:36:57-07'00'
GROUP 108
1/4" = 1'-0"
3'-11"
3 EQ.
8'-4''
FIXTURE
4'-1 1/2"
9
A8.2
3'-0"
BEAVERTON
SCHOOL DIST.
SBHC FACILITY
T
A) WEST
B) SOUTH
13000 SW 2ND STREET
C) EAST
BEAVERTON, OR 97005
4
HALLWAY 112/STORAGE 113/114
1/4" = 1'-0"
3'-2"
2 EQ.
5'-4"
5 EQ.
2'-0"
2'-0"
2'-6"
3'-0"
3'-0"
4
A8.2
CA
CHART
SHARPS
SOAP
1'-8"
1'-8"
PT
GLOVE
A) WEST
5
3'-0"
2'-10"
REF
B) SOUTH
A) EAST
11
A8.2 5'-4"
4 EQ.
BREAK ROOM 115
B) SOUTH
11
A8.2
8
A8.2
6
1/4" = 1'-0"
1'-6"
DENTAL 117
2'-6"
8
A8.2
2'-6"
1/4" = 1'-0"
4'-0"
TYP.
Drawing:
INTERIOR
ELEVATIONS
3'-0"
11
A8.1
CHART
EQ RA
PT
SOAP
GLOVE
A) WEST
B) NORTH
C) EAST
3'-0"
CA
SEE SHEET A6.1 FOR BALANCE OF
GENERAL NOTES AND KEYNOTES
D) SOUTH
8
A8.2
7
CARE ROOM 118, 119, 121, 122
1/4" = 1'-0"
1'-8"
SHARPS
11
A8.2
4'-0"
3 EQ.
Job No:
13108
Date:
5-2-14
Sheet No:
A6.2
7'-6"
5 EQ.
2'-4"
9'-6"
6 EQ.
4
A8.2
5'-9"
4 EQ.
4
A8.2
4
A8.2
2'-6"
4'-0"
2'-0"
4'-0"
4'-0"
4
A8.1
2'-0"
4'-0"
CLR
REF
PL-3
9
REF
BLOOD
DRAW
3'-0"
3'-0"
VAC
3'-0"
BLOOD
DRAW
PL-2
2'-0"
4
A8.1
SPEC
A) WEST
A) WEST
B) NORTH
8
A8.1
2'-4"
1
MENTAL HEALTH 123
2
1/4" = 1'-0"
C) EAST
7
12
A8.2
A8.2
1'-9 3/4" 2'-0"
7
A8.2
D) SOUTH
12
A8.2
1'-6"
11
A8.2
2'-6"
12
A8.2
1'-6"
7
A8.2
8
A8.2
2'-2 1/4"
11
A8.2
3'-0"
7
A8.2
1'-9 3/4"
Digitally signed by Lisa McClellan
Date: 2014.05.05 11:37:04-07'00'
LAB 124
1/4" = 1'-0"
6'-0"
6 EQ.
3'-6"
4
A8.2
1
6
WEIGH
ALCOVE
3'-0"
5
3
BEAVERTON
SCHOOL DIST.
SBHC FACILITY
5
4
A) SOUTH
A) WEST
11
A8.2
3
8
2
1'-8"
8'-2"
OPEN TO
RECPT
6'-0"
4 EQ.
PREP AREA 125
B) NORTH
C) EAST
8
A8.2
13000 SW 2ND STREET
D) SOUTH
B2
4
1/4" = 1'-0"
BEAVERTON, OR 97005
RESTROOM 109
1/4" = 1'-0"
1
6
9
4
A) WEST
8
5
7
B) NORTH
C) EAST
3
A8.2
D) SOUTH
B2
RESTROOM 110
1/4" = 1'-0"
ACC. MOUNTING AND CLEARANCE REQS:
3.
RECESSED TOWEL DISPENSER / WASTE RCPT
BOBRICK
B-43944
4.
TOILET TISSUE ROLL DISPENSER
BOBRICK
B-4288
5.
GRAB BARS: 1 1/2" SMOOTH, 18", 36" AND 48"
BOBRICK
B-6806
7"-9"
MIRROR
48" MAX
BY OWNER
1/4" = 1'-0"
- DIMENSIONS ARE FROM FACE OF
FINISH AND/OR CENTERLINE OF
FIXTURE OR ACCESSORY
HIGHEST
OPERABLE
PART
SOAP DISPENSER
34" MAX.
2.
29" MIN.
BOBRICK
27" MIN.
MIRROR
9"
B-290-2448
1.
FILE: L:\AUTOCAD\BLOCKS\00_BATHROOM\ACCESSORIES.DWG
- PROVIDE SOLID BLOCKING FOR
FIXTURES AND ACCESSORIES
TYPICAL
40" MAX.
MODEL
1 1/2" MIN.
BRAND
17"-19"**
DESCRIPTION
39" TO 41"
X
(** = FIXTURE DIMENSION)
39" TO 41"
33" TO 36"
ACCESSORY SCHEDULE:
18" MIN.
BASED ON 2010 OSSC
15" MIN.
SEE SHEET A6.1 FOR BALANCE OF
GENERAL NOTES AND KEYNOTES
Drawing:
INTERIOR
ELEVATIONS
6" MAX. (TOE)
8" MIN. (KNEE - HIGH)
7.
BABY CHANGING STATION
KOALA KARE KB111-SSWM
8.
PURSE / COAT HOOK
BOBRICK
B-6717
9.
SPECIMAN PASS-THRU
BOBRICK
B505
3'-0" MIN.
B-4221
FLUSH VALVE
OPPOSITE WALL
60X56 CLR.
FLR. AREA
30X48 CLR.
FLR. AREA
48" MIN.
BOBRICK
17"-25" TOE
25" MAX. KNEE
30" MIN.
SEAT COVER DISPENSER
15" MAX
6.
16"-18"
12" MAX.
4'-6" MIN.
42" MIN.**
24" MAX.
11" MIN. (KNEE - LOW)
24" MIN. 12" MIN.
5
3
3'-5"
5
2
36" MIN.
ALCOVE FORWARD
APPROACH
60" MIN.
ALCOVE PARALLEL
APPROACH
Job No:
13108
Date:
5-2-14
Sheet No:
A6.3
X
EXISTING CMU OPENING
BACKER ROD AND CAULK EA.
SIDE
FRAMING SHOWN FOR
REFERENCE ONLY
NOTE: NO FURRED WALL
ABOVE DOOR IN WAITING 101
"VERTI CLIP"
DEFLECTION CLIP
SYSTEM @ STUD
BLOCK
AND SHIM
AS
REQUIRED.
R.O.
METAL CORNER BEAD AT
EXPOSED TOP & TRANSITION
EDGES TYP.
CURRIES STEEL FRAME
DOOR -SEE DOOR
SCHEDULE
NOTE: APPLICABLE TO
WOOD AND/OR METAL
STUDS - SEE PLAN
FOR SIZES
1
2"
Digitally signed by Lisa McClellan
Date: 2014.05.05 11:37:12-07'00'
PT PLYWOOD CONTINUOUS
FURRING UNDER GBD RETURN
HEAD FLASHING IN SEALANT
BED TO ROUGH OPENING
STUD FRAMING
CLIP SYSTEM
CURRIES STEEL FRAME
STEEL WINDOW
1
DEFLECTION HEAD DETAIL
2
3" = 1'-0"
NOT USED
3" = 1'-0"
FASTEN TO STRUCTURE,
100# PULLOUT MIN.; TYP.
TYP. HEAD @ DOOR
3
WINDOW HEAD DETAIL - MH ROOM 123
4
3" = 1'-0"
3" = 1'-0"
WAITING 101 SIMILAR
FIXED INSULATED GLAZING @
LOWER PANEL, STEEL
CASEMENT @ UPPER (SHOWN)
X
LED STRIP LIGHT FIXTURE
MOUNTED ON BACK OF
SOFFIT LIP -SEE E0.1
5"
8" MAX.
CURRIES STEEL FRAME
DOOR -SEE DOOR
SCHEDULE
4"
TYP
FLEXIBLE SHEET METAL
STABILIZER
EXISTING CMU OPENING
BACKER ROD AND CAULK EA.
SIDE
9 GA. HANGER
WIRE @ 48" O.C.
1/2" PT PLYWOOD
CONTINUOUS FURRING
UNDER GBD RETURN
FRAMING SHOWN FOR
REFERENCE ONLY
1"
1-1/2" CHANNELS
@ 48" O.C.
BEAVERTON
SCHOOL DIST.
SBHC FACILITY
13000 SW 2ND STREET
BEAVERTON, OR 97005
6 1/4"
PT BLOCKING
METAL CORNER BEAD AT
EXPOSED TRANSITION
EDGES TYP.
CURRIES STEEL FRAME
NOTE:
TRAPEZE DUCTWORK AND
OTHER LARGE OBSTRUCTIONS
MTL FURRING @ 24" O.C.
NOTE:
REFER TO A.9.2 REGARDING
REFRENCE STANDARDS FOR
PRESCRIPTIVE PATH
SUSPENSION SYSTEMS FOR
LAY-IN CEILINGS. USE NWCB
FIELD TECHNICAL INFORMATION
BULLETIN 401-OREGON 4/07
5
8"
SEE RCP FOR CEILING HT.
FRAMING SHOWN FOR
REFERENCE ONLY
SEE RCP FOR CEILING HT.
1"
4"
NEW FURRED STUD WALL
AND WINDOW RETURN
WHERE SHOWN ON PLAN
SEE ASSEMBLY
SCHEDULE FOR WALL
TYPE INFO
TYPICAL SOFFIT RETURN
6
3" = 1'-0"
LIGHT SOFFIT AT RECEPTION
3" = 1'-0"
TYP. JAMB @ DOOR (HINGE SHOWN)
7
3" = 1'-0"
3'-9"
HATCH AREA INDICATES MIN.
EXTENT OF BLOCKING REQUIRED
WAITING 101 SIMILAR
3" = 1'-0"
2'-4"
3"
4"
5"
4"
4"
LINE OF MONITOR ARM TRACK
WINDOW JAMB DETAIL - MH ROOM 123
8
X
5'-4"
METAL STUD FRAMING
2'-10"
PHONE JACK
DATA JACK
OUTLET
(60" A.F.F.)
BETWEEN ARM
& DOOR
ARM AND
ARM SWING
SHOWN
DASHED
CURRIES STEEL FRAME - PER
MANUF. INSTALLATION -SHIM
AS DIRECTED
EXISTING
ENTRY SLAB
4"
5'-0"
METAL BOTTOM TRACK
HOLD GYPSUM BOARD UP
OFF CONC. FLOOR
SURFACE
PREFINISHED SILL PAN
FLASHING - BACKER ROD AND
CAULK EA. SIDE
FLOORING PER SCHEDULE
WALL WITH
DOOR
CONC EXPANSION
ANCHOR
EXISTING CONCRETE FLOOR
CABINET
NOTE: 1. COORDINATE MOUNTING LOCATION WITH MANUFACTURER AND OWNER.
TYPICAL WALL TO CONC SLAB
3" = 1'-0"
DETAILS
10
NOT USED
3" = 1'-0"
11
COMPUTER MONITOR ARM DETAIL
3" = 1'-0"
Job No:
13108
Date:
5-2-14
Sheet No:
2. ORIENTATION RELATIVE TO DOORWAY AND CABINETRY, FLIP AS NECESSARY.
9
Drawing:
2'-6"
1/2"
SCHEDULED BASE typ.
FIXED INSULATED GLAZING @
LOWER PANEL, STEEL
CASEMENT @ UPPER
12
SILL DETAIL - STEEL WINDOW TO SLAB
3" = 1'-0"
A8.1
PLAM FACE PANEL ON HIGH
DESK IS @ ANGLE SEE 3/A6.1
NOTE: GLUE & SCREW 3/4" AC
EXT. PLYWOOD JOINTS TYP.
PL-4
P-LAM ON COUNTERTOP,
NOSE, APRON, AND
BACKSPLASH
17" MAX. HC.
3'-6"
4"
2"
2" 2"
4"
4
5 1/2"
2
4
2 " x 1 " x 3/16" x 2'-0" x 10"
MAX. BRACKETS @ ADA
COUNTER - MITER &
WELD @ 90°, ANCHOR
TO SOLID BLKG IN DBL 4"
STUDS W/ (3) 1/2" DIA
M.B.s W/ FLAT WASHERS
PL-4
P-LAM ON 3/4" FULL FLUSH
OVERLAY DOORS. USE WIRE
STYLE PULLS, ALL HARDWARE
TO BE CONCEALED.
PL-3
2'-0"
RADIUSED CORNER, PAINT
2'-6 1/2"
4" 2"
OLYMPUS
100DR
200DW
COORDINATE LOCKING
PER BSD STANDARDS
PRIOR TO CABINET
CONSTRUCTION
-VERIFY W/ARCHITECT
2
PROVIDE 2X BLOCKING AS
REQUIRED
1'-2"
34" TO F.F.
(TO SINK RIM.)
CL
1 1/2"
3"
PL-4
1 1/2"
P-LAM ON COUNTERTOP
2" 2"
SEE CEILING PLANS FOR
ABOVE CABINET CONDITIONS
WRAP BACKSPASH TO SIDE WALL
4"
2"
3"
4"
4"
2 " x 1 " x 3/16" x 2'-0" x 10" MAX.
BRACKETS @ ADA COUNTER MITER & WELD @ 90°, ANCHOR
TO SOLID BLKG IN DBL STUDS
W/ (3) 1/2" DIA M.B.s W/ FLAT
WASHERS
SEE INTERIOR ELEVATIONS
PL-1
L 2 1/2"X2 1/2"X3/16"X2'-0"X2'-6"
-MITER & WELD @ 90^ W/ (4) 1/2"~
M.B. W/ FLAT WASHERS TO DBL
STUDS
PL-4
ADJUSTABLE SHELF (2 PER
CAB, TYP)
FINISH UNDERSIDE OF
COUNTER SAME AS TOP
AND FACE
SCHEDULED BASE
PLAM ON PLYWOOD DESK
FRONT
Digitally signed by Lisa McClellan
Date: 2014.05.05 11:37:19-07'00'
UNDER CABINET LIGHTING
(MAY OCCUR)
PL-1
OWNER PROVIDED
EQUIPMENT DASHED
SCHEDULED BASE
1 1/2"
1 1/2"
3"
PL-4
RADIUSED CORNER
2'-6"
2 " x 1 " x 3/16" x 2'-0" x 10" MAX.
BRACKETS @ ADA COUNTER MITER & WELD @ 90°, ANCHOR
TO SOLID BLKG IN DBL 4"
STUDS W/ (3) 1/2" DIA M.B.s W/
FLAT WASHERS
SCHEDULED BASE
NICHE LEDGE SECTION
NOTE: 3/4" NOSE AT
PORTIONS ABOVE UNDER
CABINET REF.
-COORDINATE WITH
MANUFACTURERS
INSTALLATION
INSTRUCTIONS
SUPPORT COUNTER END AT
WALL WITH LEDGER OR OVER
BASE CABINET
ADJACENT BASE CABINET
SHOWN DASHED
*
2'-0"
ELIGABILITY DESK SECTION
1" = 1'-0"
P-LAM 3/4" FULL FLUSH
OVERLAY DOORS & DRAWER
FACES. SEE SPECIFICATION
FOR PULLS, AND HARDWARE
BEAVERTON, OR 97005
PL-4
VENT IN DOOR FACE @
* DENTAL
CABINET SEE 6B/A6.2
SCHEDULED BASE
SCHEDULED BASE
2" CONDUIT SLEEVE FROM
*POWERBOX
TO EQUIPMENT IN
CABINET -COORDINATE FINAL
LOCATION
SCHEDULED BASE
6
13000 SW 2ND STREET
* HOLE & GROMMET @ DENTAL
1" = 1'-0"
TRIM BLOCK AT CEILING
WHERE NEEDED
DRAWER MAY NOT OCCUR,
SEE INTERIOR ELEVATIONS
PROVIDE 2X BLOCKING AS
REQUIRED
*
PROVIDE 2X BLOCKING AS
REQUIRED
FINISH UNDERSIDE OF
COUNTER SAME AS TOP
AND FACE
BEAVERTON
SCHOOL DIST.
SBHC FACILITY
1 1/2"
2'-1"
PL-4
PROVIDE 2X BLOCKING AS
REQUIRED
2'-10"
2'-4"
P-LAM ON COUNTERTOP
AND BACKSPLASH
2'-1"
6"
1'-10"
P-LAM ON COUNTERTOP
W/ 1 1/2" NOSE TO
RECEPTION, 3" TO
ELIGABILITY & WAITING
1" = 1'-0"
P-LAM ON COUNTERTOP
AND BACKSPLASH
4"
3"
TYPICAL WALL -REINFORCE
FRAMING AT TOP FOR
POTENTIAL COUNTER LOAD
5
1" = 1'-0"
2 " x 1 " x 3/16" x 2'-0" x 10" MAX.
BRACKETS @ ADA COUNTER MITER & WELD @ 90°, ANCHOR
TO SOLID BLKG IN DBL STUDS
W/ (3) 1/2" DIA M.B.s W/ FLAT
WASHERS
PL-4
TYPICAL UPPER CABINET SECTION
4
1'-10"
1" = 1'-0"
P-LAM ON COUNTERTOP W/ 3"
NOSE
COUNTERTOP FIXED TO FRAMED
WALL BELOW ON WEST SIDE,
REMOVABLE AT EAST SIDE FOR
WATER SHUT OFF
1'-6"
REST ROOM VANITY
3
4"
NTS
RECEPTION DESK SECTION
4"
2
SEE ELEVATIONS
LOCKING DIAGRAM
SEE ELEVATIONS
1
OPEN BASE CABINET SECTION
7
1" = 1'-0"
8
* @ DENTAL ONLY SEE 6B/A6.2
TYPICAL BASE CABINET W/DOOR
1" = 1'-0"
P-LAM FULL FLUSH
OVERLAY DOORS. SEE
SPECIFICATION FOR
PULLS AND HARDWARE
4'-2"
PL-4
ADJUSTABLE SHELVES (3 )
P-LAM ON COUNTERTOP
AND BACKSPLASH
P-LAM ON COUNTERTOP
AND BACKSPLASH
P-LAM ON COUNTERTOP
AND BACKSPLASH
PROVIDE 2X BLOCKING AS
REQUIRED
4"
6"
6"
CASEWORK
DETAILS
PROVIDE 2X BLOCKING AS
REQUIRED
SCHEDULED BASE
SCHEDULED BASE
Job No:
13108
Date:
5-2-14
Sheet No:
SCHEDULED BASE
FULL HEIGHT CABINET SECTION
Drawing:
2'-0"
PROVIDE 2X BLOCKING AS
REQUIRED
4"
P-LAM 3/4" FULL FLUSH
OVERLAY DOORS & DRAWER
FACES. SEE SPECIFICATION
FOR PULLS, AND HARDWARE
PL-4
4"
2'-8"
PL-4
PROVIDE 2X BLOCKING AS
REQUIRED
SCHEDULED BASE
1" = 1'-0"
2'-0"
P-LAM 3/4" FULL FLUSH
OVERLAY DOORS & DRAWER
FACES. SEE SPECIFICATION
FOR PULLS, AND HARDWARE
SEE INT. ELEVATIONS
L 2 1/2"X2 1/2"X3/16"X6'-1/2"~
M.B.s W/ FLAT WASHERS TO
DBL STUDS BOTH ENDS AND
BLOCK BELOW
SEE ELEVATIONS
2'-6"
ALIGN
ADJUSTABLE SHELF
9
1 1/2"
4"
6"
4"
1 1/2"
PL-1
4"
1'-8"
2'-1"
2'-1"
10
SECURE STORAGE COUNTER SECTION
1" = 1'-0"
11
SINK BASE CABINET SECTION
1" = 1'-0"
12
TYPICAL BASE CABINET W/DRAWERS
1" = 1'-0"
A8.2
1. REVIEW ACCENT WALL LOCATIONS WITH ARCHITECT PRIOR TO PAINTING.
2. SEE A2.3 FOR MORE DETAIL.
N/A
PT-1,3,5 GWB
PT-1
GWB
PT-5
GWB
PT-3,5 A
GWB
101
WAITING
CPT-1
B-1
GWB
102
RECEPTION
CPT-1
B-1
GWB
PT-1
GWB
PT-1
GWB
PT-1
GWB
PT-1
103
SUPPORT
CPT-1
B-1
GWB
PT-1
GWB
PT-1
GWB
PT-1
GWB
PT-1
104
STORAGE
CPT-1
B-1
GWB
PT-1
GWB
PT-1
GWB
PT-1
GWB
PT-1
105
ELIGIBILITY
CPT-1
B-1
GWB
PT-6
N/A
GWB
PT-3,5
106
RESOURCE (NICHE)
CPT-1
B-1
N/A
PT-1
GWB
PT-5
GWB
PT-5
GWB
PT-5
107
HALL
CPT-1
B-1
GWB
PT-5
GWB
PT-5
GWB
PT-1
GWB
PT-1
108
GROUP
CPT-1
B-1
GWB
PT-1
GWB
PT-1
GWB
PT-1
GWB
PT-1
109
RESTROOM
CONC.
B-2
GWB
PT-1
GWB
PT-3
GWB
PT-3
GWB
PT-1
110
RESTROOM
CONC.
B-2
GWB
PT-1
GWB
PT-3
GWB
PT-3
GWB
PT-1
111
SERVER
CONC.
B-1
GWB
PT-1
GWB
PT-1
GWB
PT-1
GWB
PT-1
112
HALL
CONC.
B-1
GWB
PT-1
GWB
PT-1,5 GWB
PT-1
GWB
PT-1
113
STORAGE
CONC.
B-1
GWB
PT-1
GWB
PT-1
GWB
PT-1
GWB
PT-1
114
JANITOR
CONC.
B-1
GWB, FRP-1
PT-1
GWB, FRP-1
PT-1
GWB, FRP-1
PT-1
GWB, FRP-1
PT-1
115
BREAK ROOM
CONC.
B-1
GWB
PT-1
GWB
PT-3
GWB
PT-1
GWB
PT-1
116
MECHANICAL
CONC.
B-1
GWB
PT-1
GWB
PT-1
GWB
PT-1
GWB
PT-1
117
DENTAL
CONC.
B-1
GWB
PT-4
GWB
PT-1
GWB
PT-1
GWB
PT-1
118
CARE ROOM
CONC.
B-1
GWB
PT-4
GWB
PT-1
GWB
PT-1
GWB
PT-1
119
CARE ROOM
CONC.
B-1
GWB
PT-4
GWB
PT-1
GWB
PT-1
GWB
PT-1
120
HALL
CONC.
B-1
GWB
PT-1
GWB
PT-1
GWB
PT-3
GWB
PT-1
121
CARE ROOM
CONC.
B-1
GWB
PT-4
GWB
PT-1
GWB
PT-1
GWB
PT-1
122
CARE ROOM
CONC.
B-1
GWB
PT-4
GWB
PT-1
GWB
PT-1
GWB
PT-1
123
MH ROOM
CPT-1
B-1
GWB
PT-1
GWB
PT-5
GWB
PT-5
GWB
PT-1
124
LAB
CONC.
B-1
GWB
PT-1
GWB
PT-1
GWB
PT-1
GWB
PT-1
125
PREP (NICHES)
CONC.
B-1
N/A
PT-1
GWB
PT-3
GWB
PT-3
GWB
PT-3
126
HALL
CONC.
B-1
GWB
PT-1
GWB
PT-1
GWB
PT-5
GWB
PT-1
127
TEAM
CPT-1
B-1
GWB
PT-3
GWB
PT-1
GWB
PT-1
GWB
PT-1
128
MP OFFICE
CPT-1
B-1
GWB
PT-1
GWB
PT-5
GWB
PT-1
GWB
PT-1
129
CM OFFICE
CPT-1
B-1
GWB
PT-1
GWB
PT-5
GWB
PT-1
GWB
PT-1
N/A
B
100A
ENTRY
C
3
+- 3'-10" X 7'-0" +-
101A
WAITING
D
1
3'-0" X 7'-0"
104A
STORAGE
A
1
107A
HALL
D
108A
GROUP ROOM
109A
FIRE RATING
PT-5
B-1
EXTERIOR
FINISH
GWB
WOM
1. ALL DOOR AND RELITE GLAZING TO BE TEMPERED
2. SEE SPECIFICATIONS FOR HARDWARE TYPES
INTERIOR
FINISH
PT-5
ENTRY
NOTES
KNOCKDOWN
GWB
100
HOLLOW METAL
FIN.
PAINT
PAINT
EXISTING OPENING V.I.F.
X
MFGR
MFGR
CARD READER
WOOD
X
MFGR
MFGR
DOOR CONTACT (ALARMED)
WOOD
WOOD
X
MFGR
MFGR
CARD READER
X
WOOD
WOOD
X
MFGR
MFGR
3'-0" X 7'-0"
X
WOOD
WOOD
X
MFGR
MFGR
1
3'-0" X 7'-0"
X
WOOD
WOOD
X
MFGR
MFGR
B
1
2'-8" X 7'-0"
X
WOOD
WOOD
X
MFGR
MFGR
STORAGE
A
1
3'-0" X 7'-0"
X
WOOD
WOOD
X
MFGR
MFGR
114A
JANITOR
A
1
2'-8" X 7'-0"
X
WOOD
WOOD
X
MFGR
MFGR
115A
BREAK ROOM
A
1
3'-0" X 7'-0"
X
WOOD
WOOD
X
MFGR
MFGR
116A
MECHANICAL ROOM A
1
3'-0" X 7'-0"
X
WOOD
WOOD
X
MFGR
MFGR
117A
DENTAL
A
1
3'-0" X 7'-0"
X
WOOD
WOOD
X
MFGR
MFGR
118A
CARE ROOM
A
1
3'-0" X 7'-0"
X
WOOD
WOOD
X
MFGR
MFGR
119A
CARE ROOM
A
1
3'-0" X 7'-0"
X
WOOD
WOOD
X
MFGR
MFGR
120A
HALL
C
3
3'-0" X 7'-0"
HM
HM
PAINT
PAINT
121A
CARE ROOM
A
1
3'-0" X 7'-0"
X
WOOD
WOOD
X
MFGR
MFGR
122A
CARE ROOM
A
1
3'-0" X 7'-0"
X
WOOD
WOOD
X
MFGR
MFGR
123A
MH ROOM
A
1
3'-0" X 7'-0"
X
WOOD
WOOD
X
MFGR
MFGR
124A
LAB
B 1P 3'-0" X 7'-0"
X
WOOD
WOOD
X
MFGR
MFGR
128A
MP OFFICE
A
1
3'-0" X 7'-0"
X
WOOD
WOOD
X
MFGR
MFGR
129A
CM / OFFICE
A
1
3'-0" X 7'-0"
X
WOOD
WOOD
X
MFGR
MFGR
A
WAITING
F
4
3'-10" X 7'-0"
X
HM
HM
X
PAINT
PAINT
EXIST'G OPENING V.I.F.
DOOR CONTACT (ALARMED)
B
MH OFFICE
F
4
3'-4" X 7'-0"
X
HM
HM
X
PAINT
PAINT
EXIST'G OPENING V.I.F.
DOOR CONTACT (ALARMED)
HM
HM
X
WOOD
WOOD
3'-0" X 7'-0"
X
WOOD
1
3'-0" X 7'-0"
X
D
1
3'-0" X 7'-0"
RESTROOM
A
1
110A
RESTROOM
A
111A
SERVER ROOM
113A
X
X
WOOD
FIN. MAT.
EXTERIOR
FINISH
PT-5
FIN. MAT.
FRAME
INTERIOR
FINISH
FIN. MAT.
DOOR
ROOM FINISH NOTES
HOLLOW METAL
MAT.
WINDOWS
WOOD
BASE
WEST
DOOR SIZE
MAT.
SOUTH
FRAME TYPE
EAST
DOOR TYPE
NAME
NORTH
LOCATION
NO.
FLOOR
DOOR & WINDOW SCHEDULE
DOOR NUMBER
ROOM FINISH SCHEDULE:
X
X
DIRECT CONTACT (ALARMED)
Digitally signed by Lisa McClellan
Date: 2014.05.05 11:37:28-07'00'
EXISTING OPENING V.I.F.
POCKET DOOR & FRAME
DOOR CONTACT (ALARMED)
DOOR CONTACT (ALARMED)
GENERAL NOTES:
BEAVERTON
SCHOOL DIST.
SBHC FACILITY
13000 SW 2ND STREET
1
SEE REFLECTED CEILING PLAN FOR CEILING HEIGHT & FINISH
4
SEE INTERIOR ELEVATIONS & SECTIONS FOR EXTENT OF ACCENT PAINT
2
ALL WALLS TO BE PAINTED PT-1 U.N.O.
5
ALL GWB IN RESTROOMS TO RECEIVE EPOXY PAINT
3
ALL GWB CEILINGS TO BE PAINTED PT-2 U.N.O.
6
ALTERNATE # 1: LINO AT ALL CONC FLOORING EXCEPT SERVER 111. JAN 114 & MECH 116
FRAME TYPES
1.
2" SEE SCHED. 2"
2.
2"
SEE SCHED.
T
T
P-LAM / FRP
CPT-1
CARPET TILE
MANUF: MANNINGTON COMMERCIAL
PRODUCT: 'SOCIAL' TILE PATT: VERITCAL ASHLAR
PL-2
PLASTIC LAMINATE -COUNTERTOPS 'CLEAN' LAB
MANUF: NEVAMAR
PRODUCT: COOL CHIC VA7002T
LINOLEUM SHEET
ALTERNATE # 1 SUBSTITUTE LINO-1 FOR (E) CONC FLOORING
MANUF: FORBO MARMOLEUM
PRODUCT: REAL COLOR: EIGER 2629
PL-3
WOM-1
CARPET WALK OFF TILE
MANUF: MATSINC (CONNEXUS)
PRODUCT: HERCULES COLOR: CHARCOAL
PL-4
PLASTIC LAMINATE -CABINET FACES & FRONT DESK
MANUF: FORMICA
PRODUCT: NATURAL CANE 6930-NT
WOM-2
WALK OFF MAT
MANUF: MATSINC (CONNEXUS)
PRODUCT: BERBER VINYLBACK ENTRANCE MAT COLOR: CHARCOAL
FRP-1
FIBER REINFORCED PANEL (JANITOR'S WAINSCOT)
MANUF: KEMLITE GLASBOARD-P
PRODUCT: 'IVORY' - 84, 0.09", PEBBLE FINISH
LINO-1
NOT USED
EXTERIOR H.M. W/
GLAZED OPENING
EXTERIOR H.M.
DOOR TYPES
SCALE: 1/4" = 1'-0"
1.
PLASTIC LAMINATE COUNTERTOPS 'DIRTY' LAB
MANUF: NEVAMAR
PRODUCT: SERENE STARDOM VA5001T
SEE SCHED.
SEE SCHED.
SEE SCHED.
5"
5"
VIF
5"
5"
6"
COLOR: DISCLOSE 13210
INTERIOR TYP.
P=POCKET
4
T
PT-1
WALL BASE
PAINT - INTERIOR (FIELD)
MANUF: BENJAMIN MOORE
COLOR: CHANTILLY LACE 2127-7
B-1
RUBBER BASE, 4"
MANUF:JOHNSONITE
PRODUCT: BURNT UMBER 63
PT-2
PAINT - INTERIOR (CEILING)
MANUF: BENJAMIN MOORE
COLOR: CHANTILLY LACE 2127-7
B-2
RUBBER BASE, 6"
MANUF: JOHNSONITE
PRODUCT: BURNT UMBER 63
PT-3
PAINT - INTERIOR (ACCENT)
MANUF: BENJAMIN MOORE
COLOR: ELECTRIC ORANGE 2015-10
PT-4
PAINT - INTERIOR (ACCENT)
MANUF: BENJAMIN MOORE
COLOR: TEQUILA LIME 2028-30
ACOUSTIC TILE CEILING
ACT-1
ACOUSTIC TILE CEILING (TYPICAL)
MANUF: ARMSTRONG
PRODUCT: 895 24X48" WHITE T-BAR
PT-5
PAINT - INTERIOR (ACCENT)
MANUF: BENJAMIN MOORE
COLOR: TAOS TAUPE 2111-40
PT-6
PAINT - INTERIOR (ACCENT)
MANUF: BENJAMIN MOORE
COLOR: BLACK BEAUTY 2128-10
10"
T
A
B
FLUSH
POCKET
10"
T
INTERIOR PAINT
2.
VERIFY ALL R.O. SIZES PRIOR TO DOOR
FABRICATION. UNLESS NOTED OTHERWISE,
SIZES SHOWN ARE NOMINAL.
ALL GLASS TO BE LAMINATED OR
TEMPERED SAFETY GLAZING.
6"
PLASTIC LAMINATE -COUNTERTOPS TYPICAL & FRONT DESK
MANUF: FORMICA
PRODUCT: WHITE DROPS 8824-58
TRANSLUCENT GLAZING
SEE SCHED.
PL-1
3
VIF
EXISTING CONCRETE SLAB
MANUF: EXISTING & PATCH PER SPEC
PRODUCT: TNEMEC SERIES 287 - EVVIRPOX, CLEAR
2
SEE SCHED.
CONC
1
SEE SCHED.
FLOORING
VERIFY ALL R.O. SIZES PRIOR TO DOOR
FABRICATION. UNLESS NOTED OTHERWISE,
SIZES SHOWN ARE NOMINAL.
ALL GLASS TO BE LAMINATED OR
TEMPERED SAFETY GLAZING.
CLEAR GLAZING
PROVIDE LIMITER HARDWARE
2'-6"
2"
SEE SCHED.
VIF
SEE SCHED.
2"
SEE SCHED.
VIF
FINISH MATERIAL LEGEND
BEAVERTON, OR 97005
SCALE: 1/4" = 1'-0"
C
H.M. W/ GLAZING
D
FLUSH
Drawing:
SCHEDULES:
DOOR, WINDOW
ROOM & FINISHES
Job No:
13108
Date:
5-2-14
Sheet No:
A9.1
SUSPENDED CEILING SYSTEMS - GENERAL REQUIREMENTS:
NOTES: 1. SEE BUILDING AND WALL
SECTIONS FOR ADDITIONAL
INFORMATION ABOUT
INSULATION INSTALLATION.
ROOF TYPES:
CEILING TYPE:
TYPE
LAY-IN ACOUSTIC PANELS OR DIRECT (SCREW) ATTACHED
5
8"
LOAD CRITERIA:
VERTICAL:
4 PSF.
LATERAL:
OSSC SEISMIC ZONE - SEE STRUCTURAL
OSSC T1604.5 OCCUPANCY CATAGORY:
SEE PROJECT MANUAL
DUTY CLASSIFICATION:
HEAVY-DUTY PER ASTM C-635.
CROSS RUNNER DEFLECTION:
L/360 MAX.
GRID LIMITATIONS:
MAXIMUM GRID SPACING:
4'X4'.
INTERSTITIAL SPACE HEIGHT:
15' MAXIMUM.
INTERIOR NON-BEARING PARTITIONS:
INDEPENDENTLY SUPPORTED AND
BRACED - SEE DETAILS.
REFERENCE SOURCES PER HEIRARCHY:
2010 OSSC
ASTM C 635, ASTM C636, ASTM E 580/E 580M
ASCE 7-05, SECTION 13.5.6
CISCA - GUIDELINES FOR SEISMIC RESTRAINT FOR DIRECT HUNG SUSPENDED CEILING
ASSEMBLIES - SEISMIC ZONES 3 &4. MAY, 2004
NWCB FIELD TECHNICAL INFORMATION BULLETIN 401 - REVISED 10/09
CITY OF PORTLAND - CODE GUIDE IBC/25/#2.
A.
MAIN RUNNERS
1
12"
CROSS RUNNERS
7
8"
B.
EXISTING ROOF (NO CHANGE)
EXISTING TORCH DOWN over
EXISTING PLYWOOD SHEATHING over
MANUFACTURED WOOD TRUSSES
PROPRIETARY SYSTEM
FIELD FRAMED SYSTEM
COMPRESSION STRUT @
12'-0"OC MAX EA WAY
CROSS RUNNERS
Digitally signed by Lisa McClellan
Date: 2014.05.05 11:37:36-07'00'
#12 WIRE BRACING @ 45^
& ALIGNED W/ EA RUNNER
(4 DIRECTIONS)
COLD FORMED STEEL 'C' CHANNEL, OR PRORIETARY 'T'
SECTION MEETING HEAVY DUTY RATING, @ 48" O/C.
5
X 28" X 25 GA. CARBON SHEET STEEL HAT CHANNELS, OR
PROPRIETARY 'T' SECTION MEETING DUTY RATING
SPECIFIED ABOVE @ 2' O/C.
MAIN RUNNERS
EXISITING CEILING (NO CHANGE)
1
2" ACT over
1
2" GWB over
2X FURRING STRIPS
#12 SWG GALVANIZED WIRE.
#18 SWG GALVANIZED WIRE - DOUBLE STRAND.
TENSION LOAD CAPACITY: 200# MIN. EA.
1
WOOD:
4"X3" SCREW EYES.
1
STEEL DECK:
CMI DC1 OR DC 2 4" METAL DECK SCREW EYES.
1
3
CONCRETE:
EMBEDS OR 4" X 4" METAL HIT ANCHORS.
LATERAL BRACING - CEILINGS OVER 1,000 SF:
PROVIDE 4 WIRES OF MINIMUM NO. 12 GAUGE IN 4 DIRECTIONS 90° APART, AND
CONNECTED TO THE MAIN RUNNER WITHIN 2" OF THE CROSS RUNNER AND TO
THE STRUCTURE ABOVE AT AN ANGLE NOT TO EXCEED 45° FROM THE PLANE OF
THE CEILING. THESE LATERAL SUPPORT POINTS SHALL PLACED 12' O.C. WALL. IN
EACH DIRECTION WITH THE FIRST POINT WITHIN 4' FROM EACH
1
2"Ø
3
4"Ø
EMT CONDUIT
EMT CONDUIT
1"Ø EMT CONDUIT
5
(1) 1-8"X20GA METAL STUD
5
(2) BACK TO BACK 1- 8"X20GA METAL STUD
8" MAX
C.
2"
5'-10" MAX LENGTH
7'-8" MAX LENGTH
9'-9" MAX LENGTH
12'-0" MAX LENGTH
15'-0" MAX LENGTH
48"OC TYP
PERIMETER L @
STARTER WALL
FIXED END
NEW WALL TERMINATES AT UNDERSIDE
OF EXISTING CEILING LID
8" MAX
1" MIN. CLR. TO
ALL PENETRATIONS
RUNNERS
STABILIZER
3
4"
D.
2"
PERIMETER L @
OPPOSITE WALL
FLOATING END
PERIMETER CLOSURE - LAY-IN ACOUSTIC PANEL CEILINGS OVER 1,000 SF:
E.
VERTICAL SUPPORT:
HANGER WIRES SHALL ATTACHE TO RUNNERS AND SUPPORT ABOVE WITH A
MINIMUM OF THREE FULL TURNS WITHIN A 3 INCH LENGTH.
F.
FIXTURE SUPPORT:
LIGHTING FIXTURES AND AIR DIFFUSERS SHALL BE SUPPORTED DIRECTLY BY 12
GAGE WIRES TO THE STRUCTURE ABOVE BY A MINIMUM OF 4 HANGERS ONE AT
EACH CORNER.
EXCEPTION: FIXTURES NOT OVER 56 POUNDS IN WEIGHT BUT MORE THAN 20
POUNDS IN WEIGHT, MAY BE SUPPORTED AND ATTACHED DIRECTLY TO THE
CEILING SYSTEM RUNNERS W/IN 3" OF GRID INTERSECTIONS BY A POSITIVE
ATTACHMENT SUCH AS SCREWS OR BOLTS. AND, SHALL HAVE (2) #12 GAGE
HANGERS DIRECTLY FROM THE FIXTURE HOUSING TO THE STRUCTURE ABOVE.
THESE MAY BE SLACK.
FIXTURES WHICH WEIGH NOT MORE THAN 20 POUNDS AND WHICH RECEIVE NO
TRIBUTARY LOADING FROM DUCT WORK MAY BE POSITIVELY ATTACHED TO AND
SUPPORTED BY THE CEILING RUNNERS ALONE.
R-2
R-2i
DROPPED CEILING
SOUND BATT INSULATION (INSULATION ONLY IN R2i)
over DIRECT HUNG SUSPENDED DRYWALL
CEILING SYSTEM w/ (1) LAYER OF 5/8" GWB.
R-3
R-3i
DROPPED ACT CEILING (SIMILAR TO R-2)
SOUND BATT INSULATION (INSULATION ONLY IN R3i)
over SUSPENDED ACOUSTICAL CEILING SYSTEM
BEAVERTON
SCHOOL DIST.
SBHC FACILITY
13000 SW 2ND STREET
NOTES: 1. SEE SPECIFICATIONS FOR FURRING, SIDING AND SHEATHING
FASTENING.
2. PROVIDE TILE BACKER IN LIEU OF GWB BEHIND TILE AT ALL
LOCATIONS INDICATED ON INTERIOR ELEVATIONS.
WALL TYPES:
BEAVERTON, OR 97005
56# +
GRID HANGER
TYPE
DESCRIPTION
RATING
EXTERIOR WALLS
EW-1
EXISTING EXTERIOR 8" CMU WALL
1" AIR SPACE
4" MTL. STUDS AT 16" O.C. with
BATT INSULATION PER SPECIFICATIONS with
(1) LAYER 5/8" GWB @ INTERIOR
EW-2
EXISTING EXTERIOR CMU WALL
PATCH & PAINT ONLY
G.L.
E.
MAIN RUNNERS SHALL BE HUNG USING SPECIFIED WIRE AT MINIMUM 4' O/C AND;
CROSS RUNNERS AND MAIN RUNNERS SHALL BE SUPPORTED WITH ADDITIONAL
HANGER WIRES WITHIN 8" OF ANY DISCONTINUOUS END, INCLUDING PERIMETER
SUPPORT ANGLES.
HANGERS SHALL NOT PRESS AGAINST PIPES OR DUCTS. HANGERS MORE THAN
1:6 OUT OF PLUMB SHALL HAVE COUNTERSLOPING WIRES ADDED.
COUNTERSLOPING HANGERS SHALL BE INSTALLED WITH A MINIMUM 45 DEGREE
ANGLE FROM HORIZONTAL. PROVIDE A TRAPEZE MADE OF MAIN RUNNER STOCK
WHERE OBSTRUCTIONS TO STRUCTURE REQUIRE DIRECT ATTACHEMENT.
CEILING
(1) LAYER OF 5/8" GWB. APPLIED DIRECTLY TO
UNDERSIDE OF EXISTING
GRID HANGER
PROVIDE 1" CLEAR ON ALL SIDES OF PENETRATIONS.
STABILIZER BARS - LAY-I N ACOUSTIC PANEL CEILINGS OVER 1,000 SF.
GRID MEMBERS PERPENDICULAR TO THE WALL AT THE UNATTACHED SIDES OF
THE GRID SHALL BE TIED TOGETHER (STABILIZED) AT A POINT NOT MORE THAT 8"
FROM AND PARALLEL TO THE WALL, TO PRVENT THEIR SPREADING
R-1
(4) #12 DIRECTLY
ON FIXTURES
PERIMETER SUPPORT ANGLE SHALL BE ATTACHED TO WALL FRAMING WITH
MINIMUM #6 SCREW @24" O/C MAX AND, ANGLE SHALL HAVE A MINIMUM 2"
HORIZONTAL LEG. ONE END OF GRID SHALL BE ATTACHED TO THE CLOSURE
ANGLE AT EACH OF TWO ADJACENT WALLS W/ RIVETS. THE OPPOSITE END OF
THE GRID IN EACH HORIZONTAL DIRECTION WILL REST FREE UPON THE SUPPORT
ANGLE W/ 3 / 4" CLEARANCE BETWEEN GRID END AND WALL.
D.
N/A
A.
COMPRESSION STRUT: LOCATE AT AND CENTER ON ALL LATERAL SPLAY WIRE
LOCATIONS NOTED ABOVE. ATTACHED RIGIDLY FROM MAIN RUNNER TO
STRUCTURE ABOVE.
C.
2" MAX
RATING
G.L.
B.
SYSTEM COMPONENTS:
SUSPENSION WIRE
TIE WIRE
ANCHORS
2" MAX
GYPSUM WALL BOARD.
DESCRIPTION
ROOFS
N/A
(2) #12 SAFETY
HANGERS
GRID HANGER
20#-56#
GRID HANGER
TYPE
DESCRIPTION
RATING
INTERIOR WALLS
W1
INTERIOR - 4" METAL STUD
W2
INTERIOR -6" METAL STUD (LAB POCKET DOOR)
N/A
(1) LAYER 5/8" GWB over
METAL STUDS @ SPACING PER STRUCT. over
(1) LAYER 5/8" GWB
3 21" ACOUSTIC BATT INSULATION- SEE SPECS.
Drawing:
NOTES: 1. SEE BUILDING AND WALL
SECTIONS FOR FLOOR/CEILING
TYPES.
FLOOR TYPE:
TYPE
DESCRIPTION
CONST ASSEMBLIES
RATING
FLOORS / CEILINGS
N/A
F-1
SLAB ON GRADE FLOOR
WHERE INDICATED, CARPET TILE/WOM/LINO over
EXISTING CONC. SLAB ON GRADE
Job No:
13108
Date:
5-2-14
Sheet No:
A9.2

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