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A0.0
MLH
TITLE SHEETA0.0
RETURN AIRRA
TD TRENCH DRAIN
[email protected]: BLAKE BURAL, AIA
M.J. MASONRY JOINT
PANEL JOINTP.J.
HO HOLD OPEN CONTRACTOR INSTALLEDOWNER FURNISHEDOFCI.
FAX 503-581-3655PH. 503-581-4114SALEM, OREGON 97301-3533363 STATE STREET A C + Co ARCHITECTSARCHITECT
SOUTH
SECTIONSECRETARYSOAP DISPENSERSCHEDULE
SOLID CORE
SANITARY
SEAT COVER DISPENSERS.C.S.
S.C.D.
S.D.
SECT.SEC.
SCHED.
SAN
L.L.
L.H.LIQ.LKR.
LB.LAV.LAM.LAB. LABORATORY
LAMINATELAVATORYPOUNDLEFT HANDLIQUIDLOCKER
LEAD-LINED
SERVICE
SHOWER
SINKSIMILARSHEET
SHELF OR SHELVES
SPECIAL
SQUARE
STREET
SPEAKER
STAINLESS STEEL
SPECIFICATION
SAME AT OPPOSITE HANDSANITARY NAPKIN RECEPTACLE SANITARY NAPKIN DISPENSER
STEEL
STATION
STORAGE
STANDARD
SUPERVISIONSTRUCTURAL
TOILETTACKBOARD
TOP OF CURB
SHEET METALSYMMETRICAL
THIN COAT OF VENEER PLASTER
SUSPEND OR SUSPENDED
STORM DRAIN
TERMINAL
THICKTHERMALTONGUE & GROOVETERRAZZO
THRESHOLD
TRANSFORMER
TOP OF PAVINGTOP OF STEEL
TOP OF BEAMTOP OF MASONRYTOP OF CONCRETE
THROUGH
TOILET PAPER DISPENSER
TEMPERED OR TEMPERATURE
TYPICAL
UNFINISHED
TOP OF WALL
TOOLED JOINT
URINALUTILITY
VERTICALVESTIBULE
VINYL COMPOSITE TILE
UNLESS OTHERWISE NOTED
TREATMENT
TELEPHONE
SH.SERV.
SHR.
SK.SIM.
S.N.D.
SHT.
SP.SPEC.
S.O.H.
S.S.SQ.
ST.
SPKR.
S.N.R.
STL.
STA.STD.
STRUC.
SUSP.SUPV.
STOR.
SHT. MTL.
T.B.
T.C.T.C.V.P.
TOIL.
SYM.
ST. D.
MACHMAT'L.
LT. WT.LT. STD.
MAS
MFR.
MIR.MIN.M.H.
MECHMEMBMET.
MAX.
MOS. T.M.O.
MUL.MTD.
M.L. & P.
MISC.
N.T.S.NOM.NO.N.I.C.NAT.N
NOT TO SCALENOMINALNUMBERNOT IN CONTRACTNATURALNORTH
MIRROR
METAL LATH & PLASTERMASONRY OPENING
MISCELLANEOUS
MOSAIC TILEMOUNTEDMULLION
MACHINEMATERIALMAXIMUMMECHANICALMEMBRANEMETALMANUFACTURER
MINIMUMMANHOLE
LIGHT WEIGHTLIGHT STANDARD
MASONRYTERR.
TEMP.TERM.
THK.THRES.
THERM.T. & G.
T.O.B.T.O.M.T.O.C.
T.P.
TRANS.T.P.D.
T.O.S.
THRU
T.J.TYP.T.O.W.
UNFINU.O.N.UR.UTIL.
VERT.VEST.
V.C.T.
TREAT.
O.D.
OVHD.OPP.OPG.OFF.
O.F.
O.C.
PC.PERF.
PAV.PASS.P.A.
PORT.PR.
PLY WD.PLAT.PLSTR.PLAS.P. LAM.
P.T.D./R.P.T.R.
PTN.
PREFAB.
P.T.D.
PT.P.T.
PROJ.
P.L.
PAPER TOWEL DISP. & RECEPT.PARTITION
PAPER TOWEL RECEPTACLE
PAPER TOWEL DISPENSER
PREFABRICATEDPROJECTION, PROJECTPAIRPORTABLEPLYWOODPLATFORMPLASTERPLASTIC
PERFORATEDPIECE
PROPERTY LINE
PAVINGPASSENGERPUBLIC ADDRESS
OVERHEADOPPOSITEOPENINGOFFICE
OUTSIDE FACEOVERFLOW DRAINON CENTER
PRESSURE TREATEDPOINT OR PAINT
PLASTIC LAMINATE
OVER ALLO.A.
TEL.
VOLUME
WITH
WOOD
WEST
WATER CLOSET
VENEER PLASTER
WITHOUT
WEIGHTWAINSCOTWEATHERSTRIPPING
WHERE OCCURSWATER HEATERWINDOW
WATERPROOF/WEATHERPROOF
V.P.VOL.
W/
WD.W.C.
W.
W/OW.O.W.H.
W.S.
WT.
W.P.
WSCT.
WDW.
R.
REF.REFR.
R.D.
Q.T.
R.H.M.S.
R.O.RM.R.H.W.S.
REV.RESIL.REQ.REINF.
R.W.L.RWD.
RAIN WATER LEADERREDWOODROUGH OPENINGROOM
ROUND HEAD MACHINE SCREWREVISE OR REQUIREDRESILIENTREQUIREDREINFORCEDREFRIGERATORREFERENCEROOF DRAIN
RADIUS
QUARRY TILE
ROUND HEAD WOOD SCREW
PUBLICPUB.
VERTICAL GRAINV.G.
LOW POINT OR LIGHT PROOFL.P.
SEPARATION OR SEPARATESEP.
EA.E.G.
EL.E.J.
ELEC.ELEV.
EIFS
E.
@<#>
CENTER LINEAT
PLATE
ANGLE
NUMBER OR POUNDPERPENDICULAR
E.P.EQ.
EXIST.E.W.C.
EMERG.
EQUIP.
ENTR.ENCL.
F.B.F.D.
F.A.
FDN.
EXP.EXT.
F.E.
F.F.
FIN.
F.H.M.S.F.H.C.
F.E.C.
FHWS
F.O.F.F.O.G.B.
FLASH.
F.O.B.
FLAM.
F.O.C.
FLUOR.
FL.
A.D.ACOUS.A.B.
ADJ.
AGG.A. DR.
ADD.
A.P.ALUM.
ASST.ASPH.ASB.ARCH.APPROX.
BOARD
BEAM
BD.
BM.
BIT.BLDG.BLK'G.
BRKT.BSMT.
B.P.C.BOT.
CAB.
AUTO.
CABINET
BITUMINOUSBUILDINGBLOCKING
BOTTOMBY PREVIOUS CONTRACTBRACKETBASEMENT
ADJUSTABLE OR ADJACENT
APPROXIMATE
AUTOMATICASSISTANTASPHALTASBESTOSARCHITECTURAL OR ARCHITECT
ARMOR PLATEALUMINUMAGGREGATEACCESS DOOR
ADDITIONAREA DRAINACOUSTICALANCHOR BOLT
FPF.S.
FUT.
FT.
FURR.FTG.
F.O.W.
GA.
GL.G.I.
G.B.G.C.GEN.
GALV.
H.B.
GRND.
GLUGRD.
GYP.GWB
HD.
HDWD.
HORIZ.
HNDR.H.M.
HGT.
H.C.
HDCP
GLB.
CEMENT
CEILING
CEM.CER.
C.B.C.C.
C.G.
CLG.
C.I.
CHK. BD.
COLUMN
CLEARCLOSET
CLR.CMUCOL.
CLOS.
CONC.
CONST.CONN.COND.
CENTER
CTSK.
CONT.CORR.
CTR.C.J.
CNTR.
CORRUG.
DETAILDET.D.F.
DBL.
CORRUGATED
DOUBLE
DRINKING FOUNTAIN
CONTROL JOINT
COUNTER
COUNTERSUNK
CATCH BASIN
CORRIDORCONTINUOUS CONSTRUCTIONCONNECTIONCONDITIONCONCRETE
CONCRETE MASONRY UNIT
CHALK BOARDCORNER GUARDCAST IRONCERAMIC
CENTER TO CENTER
F.O.S.
HR.
I.D.
INSUL.INFO.
HDWR
JT.
KIT.
JAN.
INV.INT.
K.O.K.P.
DOOR
DOWN
DIA.
DISP.DIM.
DP.DR.
D.O.D.DN.
DSD.S.P.D.T.DWG
DRW.
DRAWING
DIAMETERDIMENSIONDISPENSER
DAMPPROOFING
DRAWERDOWNSPOUTDRY STAND PIPEDRAPERY TRACK
DOOR OPENING DIMENSION
DOUGLAS FIRD. FIR
JOINT
KNOCK OUTKICK PLATE
KITCHEN
HARDWARE
JANITOR
INSIDE DIAMETER
INVERTINTERIORINSULATIONINFORMATION
HOSE BIBB
HOUR
HOLLOW COREHEAD
HARDWOODHOLLOW METAL HANDRAILHEIGHTHORIZONTAL
FACE OF FINISH
GLASS OR (GLAZED)
GENERAL CONTRACTOR
FACE OF GYP. BASE
GAUGE
GLUEGRADE
GLU-LAM BEAM
GALVANIZED IRONGENERAL
GRAB BAR
GYPSUMGROUND
GALVANIZED
FUTURE
FACE OF STUDFACE OF WALLFIREPROOFFLOOR SINK
FURRINGFOOTING
FIRE EXTINGUISHER CABINET
FIRE HOSE CABINETFLAT HEAD MACHINE SCREW
FACE OF CONCRETE
ELECTRIC WATER COOLER
FACE OF BRICK
FINISH FACE
FINISHFLOOR
FLASHINGFLAMMABLE
FLAT BARFLOOR DRAIN
FIRE ALARM
FIRE EXTINGUISHERFOUNDATION
EXTERIOREXPOSEDEXISTING
ELECTRICAL PANEL
EACH
EQUAL
ENTRANCEENCLOSUREEMERGENCYELEVATORELECTRICALELEVATIONEXPANSION JOINT
EDGE GUARD
EQUIPMENT
EAST
FLAT HEAD WOOD SCREW
EXT. INSULATED FINISH SYSTEM
FLUORESCENT
FOOT OR FEET
GYPSUM WALL BOARD
HANDICAP
STRUCTURAL
BENTON COUNTYHEALTH CLINIC
530 NW 27TH STREETCORVALLIS, OREGON
[email protected]: CAM SWEARENGINFAX 503-399-8259PH. 503-399-1399SALEM, OREGON 973021045 13TH ST SE MSC ENGINEERS
[email protected]: JOSH WELLSPH. 503-585-2474SALEM, OREGON 973023841 FAIRVIEW INDUSTRIAL DR SE #100WESTICH ENGINEERINGCIVIL
PH. 541-686-8478EUGENE, OREGON 97401740 ALMADEN STREETCONSTRUCTION FOCUS, INCCOST ESTIMATOR
ATTN: STEVE GUNN
PH. 541-735-6227EUGENE, OREGON 9740144 WEST BROADWAY #430PAE ENGINEERSELECTRICAL
ATTN: ROBERT MILLS
CORVALLIS, OREGON 97330
BENTON COUNTYHEALTH CLINIC
SHEET
DRAWN
REVISIONS
JOB NO.
DATE
2016.0030
DEC. 18, 2017
In the event conflicts are discovered between theoriginal signed and sealed documents prepared bythe Architects and/or their Consultants, and anycopy of the documents transmitted by mail, fax,electronically or otherwise, the original signed andsealed documents shall govern.
530 NW 27TH STREET
AC+Co ARCHITECTURE | COMMUNITY
CONSTRUCTION DOCUMENTS
NOT FOR CONSTRUCTIONMONTH DAY, YEAR
PH. 541-686-8478EUGENE, OREGON 97401940 WILLAMETTE ST #310BHE GROUP
ATTN: TIM ELY
MECHANICAL/PLUMBING/FIREPROTECTION
PHASING PLANA0.3
BASEMENT FLOOR PARTIAL PLAN - DEMOLITION (SOUTH)AD2.0.1
FIRST FLOOR PARTIAL PLAN - DEMOLITION (SOUTH)AD2.1.1
SECOND FLOOR PARTIAL PLAN - DEMOLITION (SOUTH)AD2.2.1
MECHANICAL / ATTIC FLOOR PLAN - DEMOLITIONAD2.3ROOF PLAN - DEMOLITIONAD2.4
CODE COMPLIANCEA0.1CODE COMPLIANCE - PLANSA0.2
BASEMENT FLOOR PARTIAL PLAN - REMODEL (SOUTH)A2.0.1
FIRST FLOOR PARTIAL PLAN - REMODEL (SOUTH)A2.1.1
SECOND FLOOR PARTIAL PLAN - REMODEL (SOUTH)A2.2.1
MECHANICAL / ATTIC FLOOR PLAN - REMODELA2.3ROOF PLAN - REMODELA2.4
OVERALL EXTERIOR ELEVATIONS - DEMOLITIONAD3.0
OVERALL EXTERIOR ELEVATIONS - REMODELA3.0
BASEMENT REFLECTED CEILING PLAN - DEMOLITIONAD6.0FIRST REFLECTED CEILING PARTIAL PLAN - DEMOLITION (SOUTH)AD6.1.1
SECOND REFLECTED CEILING PARTIAL PLAN - DEMOLITION (SOUTH)AD6.2.1
MECHANICAL / ATTIC REFLECTED CEILING PLAN - DEMOLITIONAD6.3
BASEMENT REFLECTED CEILING PLAN - REMODELA6.0FIRST REFLECTED CEILING PARTIAL PLAN - REMODEL (SOUTH)A6.1.1
SECOND REFLECTED CEILING PARTIAL PLAN - REMODEL (SOUTH)A6.2.1
MECHANICAL / ATTIC REFLECTED CEILING PLAN - REMODELA6.3
STAIR PLANS, SECTION, ELEVATION AND DETAILSA7.0
OVERALL EXTERIOR ELEVATIONS - DEMOLITIONAD3.1
OVERALL EXTERIOR ELEVATIONS - REMODELA3.1
HVAC SYMBOLS AND SCHEDULESM0.0HVAC SCEHDULESM0.1
BASEMENT FLOOR PLAN - HVAC DEMOLITIONMD2.0FIRST FLOOR PLAN - HVAC DEMOLITIONMD2.1SECOND FLOOR PLAN - HVAC DEMOLITIONMD2.2MECHANICAL PENTHOUSE FLOOR PLAN - HVAC DEMOLITIONMD2.3ROOF PLAN - HVAC DEMOLITIONMD2.4
BASEMENT FLOOR PLAN - HVAC NEW CONSTRUCTIONM2.0FIRST FLOOR PLAN - HVAC NEW CONSTRUCTIONM2.1SECOND FLOOR PLAN - HVAC NEW CONSTRUCTIONM2.2MECHANICAL PENTHOUSE FLOOR PLAN - HVAC NEW CONSTRUCTIONM2.3ROOF PLAN - HVAC NEW CONSTRUCTIONM2.4
ELECTRICAL SYMBOLS, LEGENDS AND ABBRV.E0.1
BASEMENT FLOOR PLAN - PLUMBING DEMOLITIONPD2.0FIRST FLOOR PLAN - PLUMBING DEMOLITIONPD2.1SECOND FLOOR PLAN - PLUMBING DEMOLITIONPD2.2MECHANICAL PENTHOUSE FLOOR PLAN - PLUMBING DEMOLITIONPD2.3ROOF PLAN - PLUMBING DEMOLITIONPD2.4
BASEMENT FLOOR PLAN - PLUMBING NEW CONSTRUCTIONP2.0FIRST FLOOR PLAN - PLUMBING NEW CONSTRUCTIONP2.1SECOND FLOOR PLAN - PLUMBING NEW CONSTRUCTIONP2.2MECHANICAL PENTHOUSE FLOOR PLAN - PLUMBING NEW CONST.P2.3
OWNER /
FAX 541-766-6891PH. 541-766-6821CORVALLIS, OR 97333360 SW AVERY AVENUEBENTON CO PUBLIC WORKS
[email protected]: CHRIS BIELENBERG, FACILITIES AND UTILITIES MGR.
EXISTING FOUNDATION PLANS0.1EXISTING FIRST FRAMING PLANS0.2EXISTING FIRST FLOOR CEILING FRAMING PLANS0.3EXISTING FIRST FLOOR ROOF/SECOND FLOOR FRAMING PLANS0.4
FOUNDATION/MAIN FLOOR FRAMING PLANS1.0
FIRST FLOOR ROOF/SECOND FLOOR FRAMING UPGRADE PLANS2.0MACHINE FLOOR/ROOF FRAMING UPGRADE PLANS2.1
MACHINE ROOF FRAMING PLANS2.2
SITE PLAN - DEMOLITIONED1.0
BASEMENT FLOOR PARTIAL PLAN - DEMOLITION (NORTH)AD2.0.2
FIRST FLOOR PARTIAL PLAN - DEMOLITION (NORTH)AD2.1.2
SECOND FLOOR PARTIAL PLAN - DEMOLITION (NORTH)AD2.2.2
A2.0.2
FIRST FLOOR PARTIAL PLAN - REMODEL (NORTH)A2.1.2
SECOND FLOOR PARTIAL PLAN - REMODEL (NORTH)A2.2.2
BASEMENT FLOOR PARTIAL PLAN - REMODEL (NORTH)
FIRST REFLECTED CEILING PARTIAL PLAN - DEMOLITION (NORTH)
SECOND REFLECTED CEILING PARTIAL PLAN - DEMOLITION (NORTH)
AD6.1.2
AD6.2.2
FIRST REFLECTED CEILING PARTIAL PLAN - REMODEL (NORTH)A6.1.2
SECOND REFLECTED CEILING PARTIAL PLAN - REMODEL (NORTH)A6.2.2
BUILDING SECTIONSA3.2WALL SECTIONSA3.3WALL SECTIONSA3.4
ENLARGED RESTROOM PLANS AND ELEVATIONS-BASEMENTA4.0
INTERIOR ELEVATIONSA5.0
DOOR , FRAME AND WINDOW TYPESA8.0DETAILSA8.1
WALL SECTIONSA3.5WALL SECTIONSA3.6
PARTIAL PLAN ADD ALTERNATE NO. 1 - DEMOLITIONAD2.5
PARTIAL RCP ADD ALTERNATE NO. 1 AND 2 - DEMOLITIONAD6.4
PARTIAL PLAN ADD ALTERNATE NO. 1 - REMODELA2.5
PARTIAL RCP ADD ALTERNATE NO. 1 AND 2 - REMODELA6.4
ENLARGED RESTROOM PLANS AND ELEVATIONS-FIRST FLOORA4.1ENLARGED RESTROOM PLANS AND ELEVATIONS-FIRST FLOORA4.2ENLARGED RESTROOM PLANS AND ELEVATIONS-SECOND FLOORA4.3ENLARGED RESTROOM PLANS AND ELEVATIONS AND DETAILSA4.4
PLUMBING SYMBOLS, SCHEDULES & DETAILSP0.0
BASEMENT UNDERGROUND PLAN - PLUMBING NEW CONSTRUCTIONP1.0
ROOF PLAN - PLUMBING NEW CONSTRUCTIONP2.4
FIRE PROTECTION DEMOLITIONFD2.0FIRE PROTECTION NEW CONSTRUCTIONF2.0
EXISTING SECOND FLOOR CEILING PLANS0.5EXISTING MACHINE FLOOR/ROOF FRAMING PLANS0.6
EXISTING MACHINE ROOF FRAMING PLANS0.7
DETAILSS8.1
STAIR SECTION AND DEAILSS9.1
SURVEYA1.0
ENLARGED PARTIAL SITE PLANSA1.2
SITE PLAN - DEMOLITIONAD1.1
SITE PLAN - REMODELA1.1
SITE DETAILSA1.3
DETAILSA6.5
DETAILSA8.2
OWNER'S REP.
LANDSCAPE
PH. 503-232-0520PORTLAN, OREGON 972141204 SE WATER AVSHAPIRO DIDWAY
[email protected]: AARON WEST
WALL SECTIONSA3.7
SITE PLANE1.0
BASEMENT PLAN - DEMOLITIONED2.0FIRST FLOOR PLAN - DEMOLITIONED2.1SECOND FLOOR PLAN - DEMOLITIONED2.2
PENTHOUSE PLAN - DEMOLITIONED2.3
BASEMENT - LIGHTING PLANE2.0FIRST FLOOR - LIGHTING PLANE2.1SECOND FLOOR - LIGHTING PLANE2.2
PENTHOUSE - LIGHTING PLANE2.3
BASEMENT - POWER PLANE3.0FIRST FLOOR - POWER PLANE3.1SECOND FLOOR - POWER PLANE3.2
PENTHOUSE - POWER PLANE3.3
BASEMENT - LOW VOLTAGE PLANE4.0FIRST FLOOR - LOW VOLTAGE PLANE4.1SECOND FLOOR - LOW VOLTAGE PLANE4.2
PENTHOUSE - LOW VOLTAGE PLANE4.3
BASEMENT - FIRE ALARM PLANE5.0FIRST FLOOR - FIRE ALARM PLANE5.1SECOND FLOOR - FIRE ALARM PLANE5.2
PENTHOUSE - FIRE ALARM PLANE5.3
ELECTRICAL ONE-LINE DIAGRAME6.0FIRE ALARM RISER DIAGRAME6.1
E8.1E8.2
GENERAL NOTES AND PLANL101
DETAILSL201PLANTING NOTES AND DETAILSL202
IRRIGATION PLANL301
IRRIGATION DETAILSL401
ED2.2A
E2.2A
E3.2A
E4.2A
E5.2A
ELECTRICAL SCHEDULESE9.1ELECTRICAL SCHEDULESE9.2
ADD ALTERNATE FLOOR PLAN - DEMOLITION
ADD ALTERNATE - LIGHTING PLAN
ADD ALTERNATE - POWER PLAN
ADD ALTERNATE - LOW VOLTAGE PLAN
ADD ALTERNATE - FIRE ALARM PLAN
PANEL SCHEDULESPANEL SCHEDULES
PRE DEVELOPMENT EROSION CONTROL & DEMOLITION PLANC1.0
OVERALL GRADING AND DRAINAGE PLANC2.0
WATER SERVICE REPLACEMENT PLANC3.0
OVERALL SURFACING PLANC4.0
PUBLIC ADA RAMP IMPROVEMENTSC6.0
PARTIAL PLAN ADD ALTERNATE NO. 1 - HVAC DEMOLITIONMD2.5
PARTIAL PLAN ADD ALTERNATE NO. 1 - HVAC NEW CONSTR.M2.5
PARTIAL PLAN ADD ALTERNATE NO. 1 - PLUMBING NEW CONST.P2.5
INTERIOR ELEVATIONSA5.1
DETAILSA8.3DETAILSA8.4
ROOD PLAN - POWER PLANE3.4
INTERIOR ELEVATIONSA5.2
HVAC SCEHDULESM0.2HVAC DETAILSM0.3
PLUMBING DETAILSP0.1
BASEMENT ENLARGED FLOOR PLAN - PLUMBING NEW CONSTRUCTIONP3.0
S0.6A EXISTING MACHINE FLOOR/ROOF FRAMING PLAN
MACHINE FLOOR/ROOF FRAMING UPGRADE PLANS2.1A
EXISTING TRUSSESS8.2DETAILSS8.2
A0.1
LISTED ZONE:
ZONING CODE REVIEW
ADJACENT ZONES: RS-20
CORVALLIS, OREGON 97330
BENTON COUNTYHEALTH CLINIC
SHEET
DRAWN
REVISIONS
JOB NO.
DATE
2016.0030
DEC. 18, 2017
In the event conflicts are discovered between theoriginal signed and sealed documents prepared bythe Architects and/or their Consultants, and anycopy of the documents transmitted by mail, fax,electronically or otherwise, the original signed andsealed documents shall govern.
530 NW 27TH STREET
AC+Co ARCHITECTURE | COMMUNITY
CONSTRUCTION DOCUMENTS
NOT FOR CONSTRUCTIONMONTH DAY, YEAR
STATE OF OREGON 2014 STRUCTURAL SPECIALTY CODE, AMENDMENTS BASED ON 2012 IBCPROJECT ARCHITECT:PROJECT NUMBER: 2016.0030.000
BLAKE BURAL, AIA
PROJECT DESCRIPTION: THIS PROJECT COMPRISES THE RENOVATION OF A MAJORITY OFTHE BUILDING. WORK INCLUDES INTERIOR ROOM LAYOUT, AND AREFURBISHMENT OF THE ALL MACHANICAL, ELECTRICAL,PLUMBING AND FIRE PROTECTION SYSTEMS. EXTERIOR WORKINCLUDES FACADE UPGRADES, SITE LANDSCAPING AND MINORSIDEWALK AND ACCESS IMPROVEMENTS.
SITE LOCATION: 530 NW 27TH STREET, CORVALLIS, OREGON
OFF STREET PARKING
PARKING:
USE AND OCCUPANCY CLASSIFICATION (CHAPTER 3)CLINIC, OUT PATIENT GROUP B SECT. 304.1
SPECIAL DETAILED REQUIREMENTS (CHAPTER 4)NO REQUIREMENTS
GENERAL BUILDING HEIGHTS AND AREAS (CHAPTER 5)CONSTRUCTION TYPE VB, SPRINKLED
ALLOWABLE AREA / STORIES: 9000 SF / 2 STORIES
EXISTING AREA/STORIES: 4,780
FRONTAGE INCREASE: NONE REQUIRED SECT. 506.2ALLOWABLE BUILDING AREA INCREASE: 200% = 9,000 + 18,000 = 27,000 SF / FLROCCUPANCY SEPARATIONS: NONE TABLE 508.4
TYPES OF CONSTRUCTION (CHAPTER 6)CONSTRUCTION TYPE VB, SPRINKLED SECT. 602.5BUILDING ELEMENTS: TABLE 601
STRUCTURAL FRAME: NON-RATEDEXTERIOR BEARING WALL: NON-RATEDINTERIOR BEARING WALL: NON-RATEDEXTERIOR NON-BEARING WALL:
X < 5'-0"TABLE 602
1-HR5'-0" < X < 10'-0" 1-HR10'-0" < X < 30'-0" NON-RATEDX > 30'-0" NON-RATED (NORTH, EAST, SOUTH AND WEST)
FLOOR: NON-RATED
INTERIOR NON-BEARING WALL: NON-RATED
ROOF, INCLUDING BEAMS: NON-RATEDTABLE 601, ex. d
FIRE AND SMOKE PROTECTIN (CHAPTER 7)EXTERIOR PROJECTION:
3 FT TO 30 FT:
TABLE 705.2
24 INCHES 8 INCHES PER FOOT > 3 FT = 80 INCHESOVER 30 FT SEPARATION: 20 FT (NORTH, EAST, SOUTH AND WEST)
WALL OPENINGS: TABLE 705.8+ 30 FT SEPARATION UNPROTECTED, NON-SPRINKLED - NO LIMIT
(NORTH, EAST, SOUTH AND WEST FACE)
PARAPETS: NOT REQUIRED SECT. 705.11, EX 1
SHAFT ENCLOSURES (ELEVATOR AND VERT. SHAFTS):FIRE RATING: 1-HR FIRE BARRIER (LESS THAN 4 STORIES) SECT. 713.4
SECT. 713
OPENINGS: SHALL BE SELF CLOSING, BY SMOKE DETECTION SECT. 713.7ELEVATOR LOBBY: NOT REQUIRED, SPRINKLERED BUILDING SECT. 713.14.1 ex 4
OPENING PROTECTION:1-HR FIRE BARRIER DOOR 60 MIN RATING REQUIRED (ELEVATOR)
INTERIOR FINISHES (CHAPTER 8)OCCUPANCY GROUP B,SPRINKLED TABLE 803.9
VERTICAL EXITS: CLASS BEXIT CORRIDORS: CLASS CROOMS: CLASS C
FIRE PROTECTION (CHAPTER 9)FIRE SPRINKLERS:
GROUP B: NOT REQUIRED BUT PROVIDED
PORTABLE FIRE EXTINGUISHERS: SECT. 906.1REQUIRED, PER FIRE CODE2A: IOBC MIN. REQUIRED
FIRE ALARM:SECT. 907.2.2REQUIRED, OCC. LOAD > 100B OCC.:
MEANS OF EGRESS (CHAPTER 10)OCCUPANT LOAD: (BASE BID) PER PLANS
EGRESS WIDTH: SECT. 1005.3
289 OCC X 0.3 = 86.4"STAIRS: (BASE BID)
104 OCC. X 0.2 = 20.8
DOORS:
EXIT ACCESS STAIRWAY: SECT. 1009.3, EX. 1REQUIRED TO BE ENCLOSED, WHERE CONNECTING MORETHAN 2 STORIES
EXIT ILLUMINATION: SECT. 1006.1REQUIRED, REFER TO ELECTRICAL DRAWINGS
PANIC HARDWARE: SECT. 1008.1.10REQUIRED IF OVER 50 OCCUPANTSB OCCUPANCIES WITH ONE EXIT: SECT. 1015.149 OCCUPANTS OR LESS
NUMBER OF EXITS REQUIRED: SECT. 1015.12 FROM EACH FLOOR
CORRIDOR: TABLE. 1018.10-HR RATED, SPRINKLED B OCCUPANCY
CORRIDOR WIDTH: TABLE. 1018.244 INCHES MIN. (NO GURNEY TRAFFIC)EXIT ACCESS TO PUBLIC WAY SECT. 1027.5REQUIREDEXIT ACCESS DISTANCE:
GROUP B, SPRINKLED: SECT. 1028.7300 FTCOMMON PATH OF EGRESS TRAVEL:
GROUP B, SPRINKLED SECT. 1028.8100 FT
PLUMBING SYSTEMS (CHAPTER 29)
TOTAL PROVIDED:
TOTAL REQUIRED:
OCCUPANCY LOAD:
58
0 0
58
00 0
0
WC LAV URMEN
WC LAVWOMEN
00
1818
WC LAV UNISEX
B OCC.: (BASE BID)
TABLE 29-A
EXISTING:PROVIDED:
6555
SPACESSPACES
BASEMENT14,585 FIRST FLOOR12,285 SECOND FLOOR1,840 MECH/ATTIC PENTHOUSE
33,490 OVERALL EXISTING
INCIDENTAL USES NONE SECT. 509
2 FT TO 3 FT: 24 INCHES 0 FT TO 2 FT: NOT PERMITTED
VERTICAL SEPARATION OF WINDOWS NOT REQUIRED, SPRINKLED
TABLE 716.5
NFPA 13 SPRINKLER SYSTEM
ELEVATORAREA OF REFUGE SECT. 1007.4 ex 2NOT REQUIRED, SPRINKLED BLDG.
REQUIRED:332" AT (6) STAIRSPROVIDED:
REQUIRED:PROVIDED:
BASEMENT FLOOR:
94" AT (2) DOORS
125 OCC. X 0.2 = 25"REQUIRED:PROVIDED:
FIRST FLOOR:
252" AT (5) DOORS
178 OCC. X 0.2 = 35.6"REQUIRED:PROVIDED:
SECOND FLOOR: (BASE BID)
187" AT (4) DOORS
6 OCC. X 0.2 = 1.2"REQUIRED:PROVIDED:
MECH/ATTIC FLOOR:
108 AT (2) DOORS
ONSITE8 COMPACT47 STANDARD
3.1 1.3 - 3.1 1.3 - - 52 OCC.=/2=104 OCC.
COMPLIES SECT 506.3
EXISTING BUILDING HAS SYSTEM
104 OCC.BASEMENT125 OCC.FIRST FLOOR178 OCC.SECOND FLOOR 6 OCC.MECHANICAL PENTHOUSE
413 TOTAL OCCUPANTS
0
3
D.F.
-
OREGON ENERGY CODEBUILDING ENVELOPE REQUIREMENTS:
REQUIRED: R-20ROOFS (INSULATION ABOVE DECK)
EXISTING: R-5PROPOSED: EXISTING TO REMAIN, PATCH AND REPAIR OF ROOF ONLY
REQUIRED: R-21WALLS (WOOD FRAMED)
EXISTING: R-21PROPOSED: NO CHANGE
REQUIRED: R-7.5ciWALLS (BELOW GRADE)
EXISTING: NONEPROPOSED: EXISTING TO REMAIN
REQUIRED: NOT REQUIREDSLAB ON GRADE (UN-HEATED)
EXISTING: NONEPROPOSED: NO CHANGE
REQUIRED: U 0.70 MINOPAQUE DOORS (SWINGING)
EXISTING: UNKNOWNPROPOSED: U 0.70 ( NEW INSULATED DOORS)
REQUIRED: U 0.45 MINWINDOWS
EXISTING: UNKNOWNPROPOSED: U 0.45 ( NEW DBL PANE INSULATED WINDOWS)
VESTIBULE REQUIRED AND 2 PROVIDED SECT 502.4.6
PD (RS-20) HIGH DENSITY RESIDENTIAL WITH APLANNED DEVELOPMENT OVERLAY
DOOR SWING: SECT. 1008.1.2IN DIRECTION OF TRAVEL UNLESS < 50 OCCUPANTS
NEW AREA / STORIES: 4,780 BASEMENT14,555 FIRST FLOOR12,210 SECOND FLOOR1,800 MECH/ATTIC PENTHOUSE
33,345 OVERALL NEW
OCCUPANT LOAD: (ADD ALT NO. 1*) PER PLANS104 OCC.BASEMENT125 OCC.FIRST FLOOR179 OCC.SECOND FLOOR 6 OCC.MECHANICAL PENTHOUSE
414 TOTAL OCCUPANTS (*MOST RESTRICTIVE OCC.)
289 OCC X 0.3 = 86.7"STAIRS: (ADD ALT. NO.1*)
REQUIRED:332" AT (6) STAIRSPROVIDED:
179 OCC. X 0.2 = 35.8"REQUIRED:PROVIDED:
SECOND FLOOR: (ADD ALT NO. 1*)
187" AT (4) DOORS
CONVERGING STAIRS: (BASE BID)REQUIRED:PROVIDED:
CONVERGING STAIRS: (ADD ALT. NO.1*)REQUIRED:PROVIDED:
BASEMENT:2.3 1.6 - 2.3 1.6 - -62.5 OCC.=/2=125 OCC. -FIRST FLOOR:2.6 2.1 - 2.6 2.1 - - 89 OCC.=/2=178 OCC.* -SECOND FLOOR:ACCESSORY USE ONLYMECHANICAL/PENTHOUSE
TOTAL PROVIDED:
TOTAL REQUIRED: 58.2
0 0
58.2
00 0
0 00
1818
B OCC.: (ADD ALT. NO. 1*)3.1 1.3 - 3.1 1.3 - - 52 OCC.=/2=104 OCC.
0
3
-BASEMENT:2.3 1.6 - 2.3 1.6 - -62.5 OCC.=/2=125 OCC. -FIRST FLOOR:2.8 2.1 - 2.8 2.1 - -89.5 OCC.=/2=179 OCC.* -SECOND FLOOR:ACCESSORY USE ONLYMECHANICAL/PENTHOUSE
A0.2
CORVALLIS, OREGON 97330
BENTON COUNTYHEALTH CLINIC
SHEET
DRAWN
REVISIONS
JOB NO.
DATE
2016.0030
DEC. 18, 2017
In the event conflicts are discovered between theoriginal signed and sealed documents prepared bythe Architects and/or their Consultants, and anycopy of the documents transmitted by mail, fax,electronically or otherwise, the original signed andsealed documents shall govern.
530 NW 27TH STREET
AC+Co ARCHITECTURE | COMMUNITY
CONSTRUCTION DOCUMENTS
NOT FOR CONSTRUCTIONMONTH DAY, YEAR
E11001000
10
OCCUPANCY CLASSIFICATION
OCCUPANTS
SQUARE FOOTAGE OF AREA
OCCUPANT LOAD FACTOR
AREA OF 1 HOUR FIRE BARRIER,DOORS TO BE DRAFT ANDSMOKE RATED
4,780 GSF 14,555 GSF
12,210 GSF 1,810 GSF
EXIT
EXIT
EXITEXIT
EXIT
EXIT
EXIT
EXIT
DN
DN
DN
DN
DN
UP
UP
DN
STAIR NO. 4
STAIR NO. 3
ELEVATOR:1:HR FIREBARRIER ATELEVATOR
STAIR NO. 3
ELEVATOR:1:HR FIREBARRIER ATELEVATOR
STAIR NO. 2
STAIR NO. 1
STAIR NO. 4
STAIR NO. 2
ELEVATOR:1:HR FIREBARRIER ATELEVATOR
STAIR NO. 4
STAIR NO. 1
EXIT
STAIR NO. 4
EXIT
EXIT
EXIT
0-HOUR RATED CORRIDOR,B OCC.,SPRINKLED PER OSSCTABLE 1018.1
VESTIBULE
VESTIBULE
SCALE:0BASEMENT FLOOR CODE REVIEW
1/16"=1'-0" SCALE:1FIRST FLOOR CODE REVIEW
1/1/6"=1'-0"
SCALE:2SECOND FLOOR CODE REVIEW - BASE BID
1/16"=1'-0" SCALE:3MECHANICAL/ATTIC FLOOR CODE REVEIW
1/16"=1'-0"
ADDALTERNATENO. 1
2-1A0.2
ADDALTERNATENO. 2
2-2A0.2
RR/SHWR
EXST RR EXST RR
B15
59040
B1543029
CONFERENCE
CONFERENCEB1530020
BREAKB
1003354
WORK
B2001051
FIRESPRINKLER
B300551
B300401
B300130
1
IT
STOR ELEVMECH
B300155
1
MECH
B300220
1
MECH
B300145
1
STORB
300210
1
STOR
B100135
2
OFFICE
B3001251
STOR
RR
RR
RR
RR
RR
RR RR
EXST RR
RR
EXIT
EXIT
EXIT
EXIT
B300
16756
MECH.MEZZANINE
B15-
31
B1519513
COFFEE.
B15-
23
JAN
STOR
STOR
JAN
B1524016
CONFERENCE
B100
-14
EXAM OFFICE LAB
PHLEB
OFFICE
EXAM EXAM EXAM
B100
-14
OFFICE
PROVIDER
EXAM EXAM
CLINICAL
CLINICAL
B100901
LACT
B1001052
B1001152
RECPT
EXAM
B100
-12
NURSES CLERICAL PHARMACY
PHARMACY
PHARMACY
B1519513
WAITINGB
100335
4
ELIGIBILITY
B15453
WAITING
B15705
WAITING
B100
-5
EXAM EXAM EXAM EXAM
B100
-13
EXAM EXAM PROCEDURE CLINICAL DIRTY
STAFF
PROVIDER
B100
-13
EXAM EXAM
OFFICEOFFICE
AOD
B100
-13
EXAM EXAM EXAM EXAM OFFICE AODCLINICAL
B100
-16
EXAM
EXAM EXAM
IMMUN. TRIAGE
NURSE
STAFF
RECEPTION
SUPPLY
COMMON PATH = 79'-11"SINGLE EXIT
COMMON PATH = 62'-7"SINGLE EXIT
COMMON PATH = 60'-2"SINGLE EXIT
B100
-13
MEETING
MEETING
TASOFFICEOFFICE
OFFICE
OFFICE
STAFF
5CA
CLINICAL
EXST RR EXST RR
RR
RR
RR
RR
B100
-11
B100250
3
TEAM OFFICE
OFFICE PROCEDURE CLINICAL
OFFICE
OFFICE
RECEPTIONSTORAGE
WAITING
WAITING
B100
-5
RECPT
PEERSHOUSING
B100
-3
CLINICAL
OFFICE
OFFICE
B15
1208
B100
-3
OFFICE OFFICE
B100
-17
EXITROOF BELOW
ROOF BELOW
OFFICE
OFFICE
OFFICE
OFFICE
OFFICE OFFICE OFFICE OFFICE OFFICE OFFICE OFFICE
STOR.
B100
-7
CLINICAL
OFFICE OFFICE OFFICE
WORKROOM.
B1001202
B100
-12
OFFICE OFFICE OFFICE OFFICE OFFICE OFFICE
OFFICEOFFICEOFFICEOFFICE
B100
-11
48 L
F
MLH
A0.3
CORVALLIS, OREGON 97330
BENTON COUNTYHEALTH CLINIC
SHEET
DRAWN
REVISIONS
JOB NO.
DATE
2016.0030
DEC. 18, 2017
In the event conflicts are discovered between theoriginal signed and sealed documents prepared bythe Architects and/or their Consultants, and anycopy of the documents transmitted by mail, fax,electronically or otherwise, the original signed andsealed documents shall govern.
530 NW 27TH STREET
AC+Co ARCHITECTURE | COMMUNITY
CONSTRUCTION DOCUMENTS
NOT FOR CONSTRUCTIONMONTH DAY, YEAR
PHASING PLAN
SCALE:0BASEMENT PLAN
1/32"=1'-0"
SCALE:1FIRST FLOOR PLAN
1/32"=1'-0"
SCALE:2SECOND FLOOR PLAN
1/32"=1'-0"
ROOF BELOW
ROOFBELOW
SCALE:4ROOF PLAN
1/32"=1'-0"
SCALE:3MECHANICAL FLOOR PLAN
1/32"=1'-0"
NOTE:1. RELOCATE PHARMACY TO
AREA NOTED IN HATCH.REFER TO 5/A0.3 FOR LAYOUT.CONTRACTOR TO PROVIDEDOOR WITH SECURITY ALARMTO MATCH EXISTING. ALLFURNISHINGS ARE OFCI.
LEGEND:
EXISTING WALL TO BEREMOVED,FOR REFERENCE
A1
A1A2 B
C1
A1
B
C1
A1
B
A1
B
C2
PHASE BOUNDARY
C2
A2C1
SCALE:5TEMPORARY PHARMACY
1/32"=1'-0"
1
FUTURE WALLS SHOWNFOR REFERENCE
EXISTINGPHARMACY
EXISTINGPHARMACY
AD1.1
CORVALLIS, OREGON 97330
BENTON COUNTYHEALTH CLINIC
SHEET
DRAWN
REVISIONS
JOB NO.
DATE
2016.0030
DEC. 18, 2017
In the event conflicts are discovered between theoriginal signed and sealed documents prepared bythe Architects and/or their Consultants, and anycopy of the documents transmitted by mail, fax,electronically or otherwise, the original signed andsealed documents shall govern.
530 NW 27TH STREET
AC+Co ARCHITECTURE | COMMUNITY
CONSTRUCTION DOCUMENTS
NOT FOR CONSTRUCTIONMONTH DAY, YEAR
X
X X X X
X
N0°37'32"E 295.08'
S89
°05'
27"E
153
.08'
S0°05'01"W 293.09'
N89
°49'
51"W
155
.86'
X
P P
P
P P P
TR VLTTR VLT
VLT
WIV
IV
IV
G
SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS
SS
SS SS SS SS
SD
SD
SDSD
SDSD
SDSD
SDSD
WW
WW
WW
WW
WW
W W W W W W W W W W W W W W W W W W W W W W
WW
WW
WW
SD
SD
SD
SD SD SD
EE
EE
EE
G
G
G
OH
OH
OH
OH OH OH OH OH OH OH OH
OH
OH
OH
OH
OH
OH
OH
OH
OH
OH
OH
OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH
OHOH
OH
OH OH OH
OH
OH
OH
OH
OH
OH
OH
OH
OH
OH
OH
OH
O
OH
OH
OH
OH
OH OH
OH
OH
OH
OH
OH
E E E E E
NW
TY
LER
AV
E
NW 27TH ST
NW
PO
LK A
VE
G
G
G G G G G G G G G G G G
X X X X X X X X X X X X X X X X
X X
SDSD
SD
SD
SCALE:1SITE PLAN - DEMOLITION
1"=20'-0"
REFERENCE NOTES:GENERAL NOTES
DIMENSIONS ARE TO FACE OF STUDS, FACE OF MASONRY AND FACE OFCONCRETE, UNLESS OTHERWISE NOTED. ("CLEAR" DIMENSION IS TO FACE OFFINISHED SURFACE).
DRAWINGS ARE DIAGRAMMATIC ONLY AND SHOULD NOT BE SCALED. NOTIFYARCHITECT OF ANY DISCREPANCIES OR QUESTIONABLE DIMENSIONS FORCLARIFICATION PRIOR TO PROCEEDING WITH AREA OF REQUIRED WORK.
EXISTING UNDERGROUND UTILITIES SHOWN FROM SURVEY. REFER TO CIVIL FORMODIFICATIONS AND NEW WORK
1.
2.
3.
DEMOLITION PLAN LEGEND:
EXISTING CURB TO BE REMOVEDEXISTING CURB TO REMAIN
EXISTING TREE TO REMAIN, (D) DESIGNATES EXISTING TO BE REMOVED
EXISTING AREA OF DEMOLITION, REFER TO REFERENCE NOTES
EXISTING LIGHT POLE TO REMAIN, (D) DESIGNATES EXISTING TO BEREMOVED, REFER TO ELECTRICAL DRAWINGS
EXISTING CLEAN OUT TO REMAIN, (D) DESIGNATES TO BE REMOVED, REFERTO CIVIL DRAWINGS
C.O.(E)
EXISTING MAN HOLE TO REMAIN, REFER TO CIVIL DRAWINGSM.H.(E)
EXISTING STORM DRAIN TO REMAIN, REFER TO CIVIL DRAWINGSSD(E)
L.P.(E)
CB(E)
EXISTING WATER VALVE TO REMAIN, REFER TO CIVIL DRAWINGSWV(E)
EXISTING SANITARY SEWER TO REMAIN, REFER TO CIVIL DRAWINGSS.S.(E)
EXISTING CATCH BASIN OR AREA DRAIN TO REMAIN, (D) DESIGNATES TOBE REMOVED, REFER TO CIVIL DRAWINGS
(E)(E) EXISTING SIGN TO REMAIN, (D) DESIGNATES TO BE REMOVED, (RR)
DESIGNATES TO REMOVE AND RELOCATE
AD(E)
(E)(E)
(E)
(E)
(E)SD(E)
SD(E) SD
(E)
CB(E)
CB(E)
CB(E)
CB(E)
CB(E)
CB(E)
CB(E)
CO(E)
AD(E)
DS(D)
DS(D)
DS(D)
DS(D)CO
(E)
FDC(E)
HYD(E)
EXISTING BUILDING
EXISTING BASEMENTACCESSFF = +/- 232.0'
DN
EXISTING ADJACENT BUILDINGNO WORK
PP(E)
PP(E)
PP(E)
GENERATOR(E)
(RR)
(E)
SIGN(D)
SIGN(D)
SIGN(E)
SIGN(D)
SIGN(E)
SIGN(E)
(D)
(D) (D)
SIGN(E)
SIGN(E)
SIGN(E)
SIGN(E)
252.04'
242.12'
242.17'242.42' 242.32'
242.17'
CO(E)
F.F.E.242.32'
F.F.E.242.10'
242.01'241.84'
242.20'
A E
A E
1
5
1
5
1
2
3
EXISTING RAILROAD TIES TO BE REMOVED4
EXISTING DOUBLE WYTH BRICK WALL FILLED WITH CONCRETE TO BEREMOVED, INCLUDING ALL FOOTINGS
5
6
AREA OF ASPHALT PAVING TO BE SAWCUT AND REMOVED
7 EXISTING BUILDING TO REMAIN
8 EXISTING FENCE TO REMAIN
9 EXISTING FENCE TO BE REMOVED
EXISTING BIKE RACK TO REMAIN, PROTECT AT ALL TIMES10
EXISTING PARKING STRIPES, DIRECTIONAL ARROWS AND PARKINGDESIGNATIONS TO BE REMOVED
11
EXISTING WHEEL STOPS TO BE REMOVED13
EXISTING PARKING STRIPES TO REMAIN12
EXISTING WHEEL STOPS TO REMAIN14
AREA OF CONCRETE WALK TO BE SAWCUT AND REMOVED
15
FDC AND GAS SERVICE VAULT TO BE REMOVED, SERVICES TO REMAIN
16
NOT USED
17
EXISTING ELECTRIC CAR CHARGING STATION TO BE REMOVE AND RELOCATED,REFER TO ELECTRICAL DRAWINGS
19
EXISTING BUILDING COLUMN/POST TO BE REMOVED, REFER TO BUILDINGPLANS
20
EXISTING COVERED WALK OVERHANG TO BE REMOVED, REFER TO BUILDINGPLANS21EXISTING COVERED WALK OVERHANG TO REMAIN, REFER TO BUILDING PLANS22EXISTING BIOHAZARD DROP OFF BOX TO BE REMOVED AND RELOCATED, DEMOPAVERS, DROP BOX TO REMAIN AVAILABLE TO PUBLIC FOR DURATION OFPROJECT
23
EXISTING DECOMMISSIONED FIRE ALARM TO BE REMOVED, REFER TOELECTRICAL DRAWINS
24
PORTION OF EXISTING BUILDING TO BE REMODELED, DEMOLISHED AND/OREXTENDED. REFER TO BUILDING PLAN
EXISTING PARKING SIGNS ATTACHED TO FENCE TO BE REMOVED EXISTING LANDSCAPING TO BE REMOVED, REFER TO LANDSCAPE DRAWINGS
EXISTING ACCESS GATE TO BE REMOVED AND REINSTALLED, REFER TO BUILDINGPLANS
FDC(E)HYD(E)
EXISTING FIRE DEPARTMENT CONNECTOR TO REMAIN
EXISTING FIREHYDRANT TO REMAIN
NOT USED
EXISTING LANDSCAPE AREA TO REMAIN
26(E) EXISTING EXTERIOR HVAC UNIT TO REMAIN, (D) DESIGNATES TO BEREMOVED, (RR) DESIGNATES TO REMOVE AND RELOCATE, REFER TOMECHANICAL DRAWINGS
L.P.(E)
L.P.(E)
L.P.(E)
L.P.(E)
L.P.(E)
L.P.(E)
L.P.(E)
L.P.(E)
L.P.(E)
EXISTING POWER POLE TO REMAIN, (D) DESIGNATES EXISTING TO BEREMOVED, REFER TO ELECTRICAL DRAWINGSPP.
(E) EXISTING SIDEWALK TO REMAIN
25
EXISTING LANDSCAPE AREA TO BE PREPPED FOR PLANTINGS ANDLANDSCAPE MATERIAL, REFER TO LANDSCAPE DRAWINGS
27
PP.(E)
TR VLT EXISTING ELECTRICAL TRANSFORMER AND VAULT TO REMAIN(E)
PP.(E)
L.P.(E)
L.P.(E)
WV(E)
WV(E)
WV(E)
WV(E)
WV(E)WV(E)
GEXISTING GAS VALVE TO REMAIN
(E)
S.S.(E)
S.S.(E)
S.S.(E)
S.S.(E)
1 1 1
2
2
2
2
2
2
3
3 3
2
4
4
46
6
SIGN(E)
8 8 8 8
9
10
10
11 1111 11
11
11
11
11
11
11
11
12
12
13(31)
13
(7)
13(9)
14
(10)
18
28
11
11
13
(9)
15
16
16 16
16
1616
16
17
10
28
20
21
22
21
21
22
22
2324
25
27
28
7
29
26
26
26
2626
26
26
26
26
26
AREA OF OVER EXCAVATION AT LANDSCAPE FOR NEW SIDEWALK AND/ORBUILDING
29
PROPERTY LINE
PP(E)
27
28
28
151515
EASEMENT (EXISTING)
28
26
28
19 19
19
19
16
209'-2"
95'-7
"
209'-2"
95'-7
"24
'-7"
45'-9
" 38'-3
"7'
-4"
66'-6
"12
'-2"
11'-3
"8'
-9"
7'-9
"
76'-0" 27'-9"
2'-0"
7'-10" 6'-1" 40'-3" 19'-11" 79'-8" 33'-4" 96'-2" 11'-11" 13'-10"
2'-0"
2'-0
"6'
-1"
24'-4
"43
'-2"34
'-3"
8'-1
1"
2'-0
"
8'-0
"5'
-9"
8'-7
"
19'-11"65'-11"
44'-11" 21'-1" 64'-0" 66'-5" 63'-9" 15'-0"
HB(D)
HB(D)
DS(D)
DS(D)
DS(D)
COL(D)
5'-1
0"
MLH
AD2.0.1
CORVALLIS, OREGON 97330
BENTON COUNTYHEALTH CLINIC
SHEET
DRAWN
REVISIONS
JOB NO.
DATE
2016.0030
DEC. 18, 2017
In the event conflicts are discovered between theoriginal signed and sealed documents prepared bythe Architects and/or their Consultants, and anycopy of the documents transmitted by mail, fax,electronically or otherwise, the original signed andsealed documents shall govern.
530 NW 27TH STREET
AC+Co ARCHITECTURE | COMMUNITY
CONSTRUCTION DOCUMENTS
NOT FOR CONSTRUCTIONMONTH DAY, YEAR
SCALE:1BASEMENT PARTIAL FLOOR PLAN - DEMOLITION (SOUTH)
1/8"=1'-0"
A
A
1
5
B C D
2
3
4
B C D
GENERAL NOTES APPLY TO ALL DRAWINGS.
DIMENSIONS ARE TO EXISTING FACE OF WALL, FACE OF NEWFRAMING, AND FACE OF EXISTING CONCRETE UNLESS NOTEDOTHERWISE.
DRAWINGS ARE DIAGRAMMATIC ONLY AND SHOULD NOT BE SCALED.NOTIFY ARCHITECT IMMEDIATELY OF ANY DISCREPANCIES ORQUESTIONABLE DIMENSIONS PRIOR TO PROCEEDING WITH AREA OFQUESTIONABLE WORK.
1.
2.
3.
GENERAL NOTES: SYMBOL LEGEND:EXISTING CONCRETE WALL TO REMAIN
EXISTING WOOD FRAMED INTERIOR PARTITION WALL TO REMAIN
EXISTING CONCRETE COLUMN TO REMAIN
EXISTING WOOD COLUMN TO REMAIN
EXISTING STEEL COLUMN TO REMAIN
EXISTING FIRE EXTINGUISHER TO REMAIN, (D) DESIGNATES TO BEREMOVED AND RETURNED TO OWNER, (RR) DESIGNATES REMOVEAND REINSTALLEXISTING FIRE EXTINGUISHER CABINET TO REMAIN, (D)DESIGNATES TO BE REMOVED AND RETURNED TO OWNER, (RR)DESIGNATES REMOVE AND REINSTALL
COL (E)
FE (E)
FEC (E)
COL (E)
COL (E)
EXISTING WOOD FRAMED WALL TO BE REMOVED, BIDDER TOASSUME PLASTER AND GYPSUM WALLBOARD ARE PRESENT ASFINISHES
EXISTING EMERGENCY KIT TO REMAIN, (D) DESIGNATES TO BEREMOVED AND RETURNED TO OWNER
EXISTING AUTOMATED EXTERNAL DEFIBRILLATOR (AED) TOREMAIN, (D) DESIGNATES TO BE REMOVED AND RETURNED TOOWNEREXISTING ELECTRICAL PANEL TO REMAIN, (D) DESIGNATES TO BEREMOVED,(RR) DESIGNATES REMOVE AND RELOCATE, REFER TOELECTRICAL DRAWINGSEXISTING HOSE BIBB TO REMAIN, (D) DESIGNATES TO BEREMOVED, REFER TO PLUMBING DRAWINGSEXISTING FLOOR DRAIN TO REMAIN, (D) DESIGNATES TO BEREMOVED, REFER TO PLUMBING DRAWINGSEXISTING DOWNSPOUT TO REMAIN, (D) DESIGNATES TO BEREMOVEDEXISTING ROOF DRAIN TO REMAIN, (D) DESIGNATES TO BEREMOVED, REFER TO PLUMBING DRAWINGS
EK (E)
AED (E)
EP (E)
HB (E)
FD (E)
DS (E)
RD (E)
EXISTING FIRST AID KIT O REMAIN, (D) DESIGNATES TO BEREMOVED AND RETURNED TO OWNERFA (E)
EXISTING WOOD OR HOLLOW METAL DOOR, FRAME ANDHARDWARE TO BE REMOVED U.O.N.
(AS) - ALUMINUM STOREFRONT(CD)- COILING DOOR
EXISTING DOOR AND FRAME TO REMAIN
(E)
EXISTING DRINKING FOUNTAIN TO REMAIN, (D) DESIGNATES TO BEREMOVED, REFER TO PLUMBING DRAWINGSDF (E)
FB (E)EXISTING FLOOR OUTLET TO REMAIN, (D) DESIGNATES TO BEREMOVED
(AS)(CD)
WH (D)EXISTING WATER HEATER TO REMAIN, (D) DESIGNATES TO BEREMOVED, REFER TO PLUMBING DRAWINGS
EP (D)EP (D
EP (D)
EP (D)EP (D)
EP (D)
EP (E)
EP (E)
EP (E)
FE (RR)
FE (RR)
FE (D)
FE (RR)
COL (E)
COL (E)
COL (E)COL (E)COL (E) COL (E)
COL (E)
COL (E)
COL (E)
COL (E)COL (E)
DUMBWAITER(D)
FA (D)AED (D)
FIRESPRINKLERRISER(E)
135'-2"
95'-7
"
135'-2"
95'-7
"
15'-1
0"15
'-6"
18'-3
"46
'-0"
27'-8" 36'-0" 71'-6"
15'-1
0"15
'-6"
18'-3
"46
'-0"
71'-6"36'-0"27'-8"
EP (D)
EP (D)EP (D)
REFERENCE NOTES: (DEMO)EXISTING PLUMBING FIXTURE TO BE REMOVED, REFER TO PLUMBINGDRAWINGS
1
EXISTING CASEWORK TO BE REMOVED2EXISTING WINDOW TO BE REMOVED3EXISTING RESTROOM OR EXAM ROOM ACCESSORIES, GRAB BARS, MIRRORS,ETC. TO BE REMOVED
4
EXISTING RUBBER TREAD, RISER AND STRINGER (WHERE EXISTS TODAY) TOBE REMOVED, PREP FOR NEW WORK
5
EXISTING SHEET VINYL FLOORING AND BASE TO BE REMOVED, PREP FOR NEWWORK
6
EXISTING CARPET AND BASE TO BE REMOVED, PREP FOR NEW WORK7
EXISTING MARKER BOARD AND/OR PROJECTOR SCREEN TO BE REMOVED ASSALVAGE
8
EXISTING FLOORING TO REMAIN9EXISTING WALLCOVERING TO BE REMOVED DOWN TO EXISTING SUBSTRATE,PREP FOR NEW WORK
10
EXISTING VCT FLOORING AND BASE TO BE REMOVED, PREP FOR NEW WORK11EXISTING VINYL SIDING AND MATERIALS TO BE REMOVED DOWN TO STUDS12
REMOVE AND REINSTALL EXISTING HANDRAIL AS REQUIRED, PREP AND PAINT13
REMOVE EXISTING TELEVISION OR EXAM ROOM COMPUTER STATION ANDRETURN TO OWNER AS SALVAGE
14
EXISTING DENTAL CHAIR TO BE REMOVED AND REINSTALLED15EXISTING CASEWORK TO REMAIN16EXISTING PLUMBING FIXTURE TO REMAIN, REFER TO PLUMBING DRAWINGS17EXISTING TELEVISION OR EXAM ROOM COMPUTER STATION TO REMAIN18EXISTING WINDOW TO REMAIN19EXISTING COMMUNICATION BOARD OR EQUIPMENT TO REMAIN, (D)DESIGNATES REMOVE, REFER TO ELECTRICAL DRAWINGS
20
EXISTING STAIR TREADS, HANDRAIL, STEEL SUPPORTS TO BE REMOVED INTHEIR ENTIRETY
21
EXISTING BRICK MASONRY VENEER TO BE REMOVED, PREP FOR NEW WORK22EXISTING WOOD STAIR TREADS, STRINGER AND GUARDRAIL TOREMAIN, SAND AND PREP FOR NEW FINISHING WORK, REMOVEAND REPLACE STEEL NOSING (WOOSTER #120)
23
EXISTING RUBBER FLOORING AND BASE TO BE REMOVED24
EXISTING SAFE OR EQUIPMENT TO BE REMOVED AND RETURNED TO OWNER25EXISTING GUARD TO REMAIN26EXISTING LOUVERS TO REMAIN, PREP FOR NEW WORK, REFER TOMECHANICAL DRAWINGS FOR MORE INFORMATION
27
EXISTING EQUIPMENT TO REMAIN, REFER TO MECHANICAL AND/ORELECTRICAL DRAWINGS, (D) DESIGNATES EXISTING TO BE REMOVED, (RR)DESIGNATE REMOVE AND RELOCATE
28
LINE OF SAWCUT, REMOVE CONCRETE SLAB ON GRADE, PREP FOR NEW WORK29WALLS IN THIS AREA MAY CONTAIN LEAD LINING, REMOVE AND DISPOSE OFPER CURRENT DEQ STANDARDS
30
REMOVE EXISTING GYPSUM WALLBOARD OR LATH AND PLASTER DOWN TOEXISTING STUDS
31
EXISTING CONCRETE WALL TO BE REMOVED32
33
EXISTING INTERIOR SLOPED RAMP TO BE REMOVED. PREPARE FOR NEWFRAMED FLOOR FINISH
34
REMOVE EXISTING HARDWARE, REFER TO NEW PLAN AND DOOR SCHEDULE35
CONCRETE COLUMN OR STAIR, PROVIDE CONCRETE PATCHING COMPOUND,PREP FOR NEW FINISH
36
EXISTING BIKE RACK BAR TO BE REMOVED AND REINSTALLED37REMOVE DOOR ONLY, FRAME TO REMAIN38FLOOR GRILLS TO REMAIN39ALL EXISTING FRP TO BE REMOVED, PREPARE WALLS FOR NEW FINISH40
EXISTING RESTROOM ACCESSORIES, DISPENSER, MIRRORS, ETC. TO BEREMOVED. GRAB BARS TO REMAIN AT THIS LOCATION
DEMO EXISTING GYPSUM OR PLASTER TO LET IN COLUMN, REFER TO NEWPLANS
41
A7.0
ELEV.EQPM.(E)
I.T.RACK(E)
WH (D)
6
7
8
77
1
2 2
(E)
(E)
(E)
(E)
(E)
(E)
(E)
(E)
(E)
(E)
EXISTING UTILITY TUNNEL
EXISTING UTILITY TUNNEL
7
33
33
7UP
4017 FD
(E)
FD(E)
1717
16
16
17
40
33
16 16
10513
7
(E)
9
7
9
20
9
3
3
9
9 99
7
6
7
9 7 13
12
UP
MA
TCH
AD
2.0.
1
LIN
EA
D2.
0.2
MA
TCH
A
D2.
0.1
LIN
EA
D2.
0.2
1
5
2
3
4
31
29
31
29
EP(D)
29
9
3131
EP (D)EP (E)
DEMOFORPANEL
36
3636
36
3636
36
36
3631
31
31
35
35
36
28(D)
2
2
9
9
29
40
(E)
(E) (E
)
(E)
(E)
(E)
(E)
(E)
(E)
DEMOFORPANEL
6
6
628
RR RR RR
RR28
EP (D)EP (D)
2827
27EP (D) EP (D)
24'-8" 11'-4" 4'-8" 20'-2" 13'-1" 10'-9" 8'-6" 12'-8" 1'-8"
22'-0" 2'-8" 6'-10"
5"
4'-1" 5'-2" 9'-10"
7"
4'-7"
1'-0"
3'-4" 7'-7" 1'-2" 1'-8" 6'-6"
4"
4'-8" 3'-6" 4'-6"
24'-8" 6'-5" 4'-11" 4'-9" 5'-2" 10'-4" 3'-7" 14'-1" 2'-7" 10'-6" 10'-10" 3'-6" 6'-2"
17'-0" 4'-10" 2'-10" 9'-10"8"
3'-7" 3'-3" 4'-0"
19'-4
"1'
-4"
4'-0
"4'
-6"
3'-3
"6'
-4"
5'-6
"1'
-9"
3'-6
"14
'-9"
4'-8
"1'
-7"1
'-7"
3'-1
1"
4" 1'-5
"3'
-3"
9"
4'-8"
2'-8" 2'-0"
2'-5
"4'
-0"
5'-9
"
11" 4'
-0"11
"
1'-4
"
10'-6" 3'-0" 3'-6"
4'-4"7"
1"
9'-7
"10
'-11"
6'-3
"10
'-10"
2'-8
"2'
-10"
14'-9
"8"
7'-7
"1'
-5"
3'-8
"2'
-1"
6"
4'-4
"
4"
5'-8
"2'
-8"
3'-7
"
1'-2
"
2'-9
"7'
-0"
5'-9
"
8"11
"
2'-6" 2'-4"
3'-2
"2'
-0"
7"
COL (E)
COL (E)
MLH
AD2.0.2
CORVALLIS, OREGON 97330
BENTON COUNTYHEALTH CLINIC
SHEET
DRAWN
REVISIONS
JOB NO.
DATE
2016.0030
DEC. 18, 2017
In the event conflicts are discovered between theoriginal signed and sealed documents prepared bythe Architects and/or their Consultants, and anycopy of the documents transmitted by mail, fax,electronically or otherwise, the original signed andsealed documents shall govern.
530 NW 27TH STREET
AC+Co ARCHITECTURE | COMMUNITY
CONSTRUCTION DOCUMENTS
NOT FOR CONSTRUCTIONMONTH DAY, YEAR
SCALE:1BASEMENT PARTIAL FLOOR PLAN - DEMOLITION (NORTH)
1/8"=1'-0"
E
1
5
D E
2
3
4
D
EP (E)
EP (E)
EP (E)
95'-7
"
95'-7
"
15'-1
0"15
'-6"
18'-3
"46
'-0"
74'-0"
15'-1
0"15
'-6"
18'-3
"46
'-0"
74'-0"
EXISTING UTILITY TUNNEL
MA
TCH
AD
2.0.
1
LIN
EA
D2.
0.2
MA
TCH
A
D2.
0.1
LIN
EA
D2.
0.2
1
5
2
3
4
GENERAL NOTES APPLY TO ALL DRAWINGS.
DIMENSIONS ARE TO EXISTING FACE OF WALL, FACE OF NEWFRAMING, AND FACE OF EXISTING CONCRETE UNLESS NOTEDOTHERWISE.
DRAWINGS ARE DIAGRAMMATIC ONLY AND SHOULD NOT BE SCALED.NOTIFY ARCHITECT IMMEDIATELY OF ANY DISCREPANCIES ORQUESTIONABLE DIMENSIONS PRIOR TO PROCEEDING WITH AREA OFQUESTIONABLE WORK.
1.
2.
3.
GENERAL NOTES: SYMBOL LEGEND:EXISTING CONCRETE WALL TO REMAIN
EXISTING WOOD FRAMED INTERIOR PARTITION WALL TO REMAIN
EXISTING CONCRETE COLUMN TO REMAIN
EXISTING WOOD COLUMN TO REMAIN
EXISTING STEEL COLUMN TO REMAIN
EXISTING FIRE EXTINGUISHER TO REMAIN, (D) DESIGNATES TO BEREMOVED AND RETURNED TO OWNER, (RR) DESIGNATES REMOVEAND REINSTALLEXISTING FIRE EXTINGUISHER CABINET TO REMAIN, (D)DESIGNATES TO BE REMOVED AND RETURNED TO OWNER, (RR)DESIGNATES REMOVE AND REINSTALL
COL (E)
FE (E)
FEC (E)
COL (E)
COL (E)
EXISTING WOOD FRAMED WALL TO BE REMOVED, BIDDER TOASSUME PLASTER AND GYPSUM WALLBOARD ARE PRESENT ASFINISHES
EXISTING EMERGENCY KIT TO REMAIN, (D) DESIGNATES TO BEREMOVED AND RETURNED TO OWNER
EXISTING AUTOMATED EXTERNAL DEFIBRILLATOR (AED) TOREMAIN, (D) DESIGNATES TO BE REMOVED AND RETURNED TOOWNEREXISTING ELECTRICAL PANEL TO REMAIN, (D) DESIGNATES TO BEREMOVED,(RR) DESIGNATES REMOVE AND RELOCATE, REFER TOELECTRICAL DRAWINGSEXISTING HOSE BIBB TO REMAIN, (D) DESIGNATES TO BEREMOVED, REFER TO PLUMBING DRAWINGSEXISTING FLOOR DRAIN TO REMAIN, (D) DESIGNATES TO BEREMOVED, REFER TO PLUMBING DRAWINGSEXISTING DOWNSPOUT TO REMAIN, (D) DESIGNATES TO BEREMOVEDEXISTING ROOF DRAIN TO REMAIN, (D) DESIGNATES TO BEREMOVED, REFER TO PLUMBING DRAWINGS
EK (E)
AED (E)
EP (E)
HB (E)
FD (E)
DS (E)
RD (E)
EXISTING FIRST AID KIT O REMAIN, (D) DESIGNATES TO BEREMOVED AND RETURNED TO OWNERFA (E)
EXISTING WOOD OR HOLLOW METAL DOOR, FRAME ANDHARDWARE TO BE REMOVED U.O.N.
(AS) - ALUMINUM STOREFRONT(CD)- COILING DOOR
EXISTING DOOR AND FRAME TO REMAIN
(E)
EXISTING DRINKING FOUNTAIN TO REMAIN, (D) DESIGNATES TO BEREMOVED, REFER TO PLUMBING DRAWINGSDF (E)
FB (E)EXISTING FLOOR OUTLET TO REMAIN, (D) DESIGNATES TO BEREMOVED
(AS)(CD)
WH (D)EXISTING WATER HEATER TO REMAIN, (D) DESIGNATES TO BEREMOVED, REFER TO PLUMBING DRAWINGS
REFERENCE NOTES: (DEMO)EXISTING PLUMBING FIXTURE TO BE REMOVED, REFER TO PLUMBINGDRAWINGS
1
EXISTING CASEWORK TO BE REMOVED2EXISTING WINDOW TO BE REMOVED3EXISTING RESTROOM OR EXAM ROOM ACCESSORIES, GRAB BARS, MIRRORS,ETC. TO BE REMOVED
4
EXISTING RUBBER TREAD, RISER AND STRINGER (WHERE EXISTS TODAY) TOBE REMOVED, PREP FOR NEW WORK
5
EXISTING SHEET VINYL FLOORING AND BASE TO BE REMOVED, PREP FOR NEWWORK
6
EXISTING CARPET AND BASE TO BE REMOVED, PREP FOR NEW WORK7
EXISTING MARKER BOARD AND/OR PROJECTOR SCREEN TO BE REMOVED ASSALVAGE
8
EXISTING FLOORING TO REMAIN9EXISTING WALLCOVERING TO BE REMOVED DOWN TO EXISTING SUBSTRATE,PREP FOR NEW WORK
10
EXISTING VCT FLOORING AND BASE TO BE REMOVED, PREP FOR NEW WORK11EXISTING VINYL SIDING AND MATERIALS TO BE REMOVED DOWN TO STUDS12
REMOVE AND REINSTALL EXISTING HANDRAIL AS REQUIRED, PREP AND PAINT13
REMOVE EXISTING TELEVISION OR EXAM ROOM COMPUTER STATION ANDRETURN TO OWNER AS SALVAGE
14
EXISTING DENTAL CHAIR TO BE REMOVED AND REINSTALLED15EXISTING CASEWORK TO REMAIN16EXISTING PLUMBING FIXTURE TO REMAIN, REFER TO PLUMBING DRAWINGS17EXISTING TELEVISION OR EXAM ROOM COMPUTER STATION TO REMAIN18EXISTING WINDOW TO REMAIN19EXISTING COMMUNICATION BOARD OR EQUIPMENT TO REMAIN, (D)DESIGNATES REMOVE, REFER TO ELECTRICAL DRAWINGS
20
EXISTING STAIR TREADS, HANDRAIL, STEEL SUPPORTS TO BE REMOVED INTHEIR ENTIRETY
21
EXISTING BRICK MASONRY VENEER TO BE REMOVED, PREP FOR NEW WORK22EXISTING WOOD STAIR TREADS, STRINGER AND GUARDRAIL TOREMAIN, SAND AND PREP FOR NEW FINISHING WORK, REMOVEAND REPLACE STEEL NOSING (WOOSTER #120)
23
EXISTING RUBBER FLOORING AND BASE TO BE REMOVED24
EXISTING SAFE OR EQUIPMENT TO BE REMOVED AND RETURNED TO OWNER25EXISTING GUARD TO REMAIN26EXISTING LOUVERS TO REMAIN, PREP FOR NEW WORK, REFER TOMECHANICAL DRAWINGS FOR MORE INFORMATION
27
EXISTING EQUIPMENT TO REMAIN, REFER TO MECHANICAL AND/ORELECTRICAL DRAWINGS, (D) DESIGNATES EXISTING TO BE REMOVED, (RR)DESIGNATE REMOVE AND RELOCATE
28
LINE OF SAWCUT, REMOVE CONCRETE SLAB ON GRADE, PREP FOR NEW WORK29WALLS IN THIS AREA MAY CONTAIN LEAD LINING, REMOVE AND DISPOSE OFPER CURRENT DEQ STANDARDS
30
REMOVE EXISTING GYPSUM WALLBOARD OR LATH AND PLASTER DOWN TOEXISTING STUDS
31
EXISTING CONCRETE WALL TO BE REMOVED32
33
EXISTING INTERIOR SLOPED RAMP TO BE REMOVED. PREPARE FOR NEWFRAMED FLOOR FINISH
34
REMOVE EXISTING HARDWARE, REFER TO NEW PLAN AND DOOR SCHEDULE35
CONCRETE COLUMN OR STAIR, PROVIDE CONCRETE PATCHING COMPOUND,PREP FOR NEW FINISH
36
EXISTING BIKE RACK BAR TO BE REMOVED AND REINSTALLED37REMOVE DOOR ONLY, FRAME TO REMAIN38FLOOR GRILLS TO REMAIN39ALL EXISTING FRP TO BE REMOVED, PREPARE WALLS FOR NEW FINISH40
EXISTING RESTROOM ACCESSORIES, DISPENSER, MIRRORS, ETC. TO BEREMOVED. GRAB BARS TO REMAIN AT THIS LOCATION
DEMO EXISTING GYPSUM OR PLASTER TO LET IN COLUMN, REFER TO NEWPLANS
41
A7.0
MLH
AD2.1.1
A
A
1
5
B C D
2
3
4
B C D
CORVALLIS, OREGON 97330
BENTON COUNTYHEALTH CLINIC
SHEET
DRAWN
REVISIONS
JOB NO.
DATE
2016.0030
DEC. 18, 2017
In the event conflicts are discovered between theoriginal signed and sealed documents prepared bythe Architects and/or their Consultants, and anycopy of the documents transmitted by mail, fax,electronically or otherwise, the original signed andsealed documents shall govern.
530 NW 27TH STREET
AC+Co ARCHITECTURE | COMMUNITY
CONSTRUCTION DOCUMENTS
NOT FOR CONSTRUCTIONMONTH DAY, YEAR
SCALE:1FIRST PARTIAL FLOOR PLAN - DEMOLITION (SOUTH)
1/8"=1'-0"
FA (D)EK (D)
FE (D)
FE (D)
FE (D)
FE (D)FE (D)
COL (E)
COL (E) COL (E)
COL (E)
COL (E) COL (E)
FE (D)
EK (D)
AED (D)EK (D)
COL (D) COL (D) COL (D) COL (D) COL (D) COL (D) COL (D)
EK (D)
COL (E)
COL (E)
COL (E)
DUMBWAITER(E)
DF (D)
CHASE (E)
135'-2"
95'-7
"
135'-2"
95'-7
"
27'-8" 36'-0" 71'-6"
15'-1
0"15
'-6"
18'-3
"46
'-0"
71'-6"36'-0"27'-8"
46'-0
"18
'-3"
15'-6
"15
'-10"
DF (D)
GENERAL NOTES APPLY TO ALL DRAWINGS.
DIMENSIONS ARE TO EXISTING FACE OF WALL, FACE OF NEWFRAMING, AND FACE OF EXISTING CONCRETE UNLESS NOTEDOTHERWISE.
DRAWINGS ARE DIAGRAMMATIC ONLY AND SHOULD NOT BE SCALED.NOTIFY ARCHITECT IMMEDIATELY OF ANY DISCREPANCIES ORQUESTIONABLE DIMENSIONS PRIOR TO PROCEEDING WITH AREA OFQUESTIONABLE WORK.
1.
2.
3.
GENERAL NOTES: SYMBOL LEGEND:EXISTING CONCRETE WALL TO REMAIN
EXISTING WOOD FRAMED INTERIOR PARTITION WALL TO REMAIN
EXISTING CONCRETE COLUMN TO REMAIN
EXISTING WOOD COLUMN TO REMAIN
EXISTING STEEL COLUMN TO REMAIN
EXISTING FIRE EXTINGUISHER TO REMAIN, (D) DESIGNATES TO BEREMOVED AND RETURNED TO OWNER, (RR) DESIGNATES REMOVEAND REINSTALLEXISTING FIRE EXTINGUISHER CABINET TO REMAIN, (D)DESIGNATES TO BE REMOVED AND RETURNED TO OWNER, (RR)DESIGNATES REMOVE AND REINSTALL
COL (E)
FE (E)
FEC (E)
COL (E)
COL (E)
EXISTING WOOD FRAMED WALL TO BE REMOVED, BIDDER TOASSUME PLASTER AND GYPSUM WALLBOARD ARE PRESENT ASFINISHES
EXISTING EMERGENCY KIT TO REMAIN, (D) DESIGNATES TO BEREMOVED AND RETURNED TO OWNER
EXISTING AUTOMATED EXTERNAL DEFIBRILLATOR (AED) TOREMAIN, (D) DESIGNATES TO BE REMOVED AND RETURNED TOOWNEREXISTING ELECTRICAL PANEL TO REMAIN, (D) DESIGNATES TO BEREMOVED,(RR) DESIGNATES REMOVE AND RELOCATE, REFER TOELECTRICAL DRAWINGSEXISTING HOSE BIBB TO REMAIN, (D) DESIGNATES TO BEREMOVED, REFER TO PLUMBING DRAWINGSEXISTING FLOOR DRAIN TO REMAIN, (D) DESIGNATES TO BEREMOVED, REFER TO PLUMBING DRAWINGSEXISTING DOWNSPOUT TO REMAIN, (D) DESIGNATES TO BEREMOVEDEXISTING ROOF DRAIN TO REMAIN, (D) DESIGNATES TO BEREMOVED, REFER TO PLUMBING DRAWINGS
EK (E)
AED (E)
EP (E)
HB (E)
FD (E)
DS (E)
RD (E)
EXISTING FIRST AID KIT O REMAIN, (D) DESIGNATES TO BEREMOVED AND RETURNED TO OWNERFA (E)
EXISTING WOOD OR HOLLOW METAL DOOR, FRAME ANDHARDWARE TO BE REMOVED U.O.N.
(AS) - ALUMINUM STOREFRONT(CD)- COILING DOOR
EXISTING DOOR AND FRAME TO REMAIN
(E)
EXISTING DRINKING FOUNTAIN TO REMAIN, (D) DESIGNATES TO BEREMOVED, REFER TO PLUMBING DRAWINGSDF (E)
FB (E)EXISTING FLOOR OUTLET TO REMAIN, (D) DESIGNATES TO BEREMOVED
(AS)(CD)
WH (D)EXISTING WATER HEATER TO REMAIN, (D) DESIGNATES TO BEREMOVED, REFER TO PLUMBING DRAWINGS
REFERENCE NOTES: (DEMO)EXISTING PLUMBING FIXTURE TO BE REMOVED, REFER TO PLUMBINGDRAWINGS
1
EXISTING CASEWORK TO BE REMOVED2EXISTING WINDOW TO BE REMOVED3
EXISTING RESTROOM OR EXAM ROOM ACCESSORIES, GRAB BARS, MIRRORS,ETC. TO BE REMOVED
4
EXISTING RUBBER TREAD, RISER AND STRINGER (WHERE EXISTS TODAY) TOBE REMOVED, PREP FOR NEW WORK
5
EXISTING SHEET VINYL FLOORING AND BASE TO BE REMOVED, PREP FOR NEWWORK
6
EXISTING CARPET AND BASE TO BE REMOVED, PREP FOR NEW WORK7EXISTING MARKER BOARD AND/OR PROJECTOR SCREEN TO BE REMOVED ASSALVAGE
8
EXISTING FLOORING TO REMAIN9EXISTING WALLCOVERING TO BE REMOVED DOWN TO EXISTING SUBSTRATE,PREP FOR NEW WORK
10
EXISTING VCT FLOORING AND BASE TO BE REMOVED, PREP FOR NEW WORK11EXISTING VINYL SIDING AND MATERIALS TO BE REMOVED DOWN TO STUDS12
REMOVE AND REINSTALL EXISTING HANDRAIL AS REQUIRED, PREP AND PAINT13REMOVE EXISTING TELEVISION OR EXAM ROOM COMPUTER STATION ANDRETURN TO OWNER AS SALVAGE
14
EXISTING DENTAL CHAIR TO BE REMOVED AND REINSTALLED15EXISTING CASEWORK TO REMAIN16EXISTING PLUMBING FIXTURE TO REMAIN, REFER TO PLUMBING DRAWINGS17EXISTING TELEVISION OR EXAM ROOM COMPUTER STATION TO REMAIN18EXISTING WINDOW TO REMAIN19EXISTING COMMUNICATION BOARD OR EQUIPMENT TO REMAIN, (D)DESIGNATES REMOVE, REFER TO ELECTRICAL DRAWINGS
20
EXISTING STAIR TREADS, HANDRAIL, STEEL SUPPORTS TO BE REMOVED INTHEIR ENTIRETY
21
EXISTING BRICK MASONRY VENEER TO BE REMOVED, PREP FOR NEW WORK22EXISTING WOOD STAIR TREADS, STRINGER AND GUARDRAIL TOREMAIN, SAND AND PREP FOR NEW FINISHING WORK, REMOVEAND REPLACE STEEL NOSING (WOOSTER #120)
23
EXISTING RUBBER FLOORING AND BASE TO BE REMOVED24
EXISTING SAFE OR EQUIPMENT TO BE REMOVED AND RETURNED TO OWNER25EXISTING GUARD TO REMAIN26EXISTING LOUVERS TO REMAIN, PREP FOR NEW WORK, REFER TOMECHANICAL DRAWINGS FOR MORE INFORMATION
27
EXISTING EQUIPMENT TO REMAIN, REFER TO MECHANICAL AND/ORELECTRICAL DRAWINGS, (D) DESIGNATES EXISTING TO BE REMOVED, (RR)DESIGNATE REMOVE AND RELOCATE
28
LINE OF SAWCUT, REMOVE CONCRETE SLAB ON GRADE, PREP FOR NEW WORK29WALLS IN THIS AREA MAY CONTAIN LEAD LINING, REMOVE AND DISPOSE OFPER CURRENT DEQ STANDARDS
30
REMOVE EXISTING GYPSUM WALLBOARD OR LATH AND PLASTER DOWN TOEXISTING STUDS
31
EXISTING CONCRETE WALL TO BE REMOVED32
33
EXISTING INTERIOR SLOPED RAMP TO BE REMOVED. PREPARE FOR NEWFRAMED FLOOR FINISH
34
REMOVE EXISTING HARDWARE, REFER TO NEW PLAN AND DOOR SCHEDULE35
CONCRETE COLUMN OR STAIR, PROVIDE CONCRETE PATCHING COMPOUND,PREP FOR NEW FINISH
36
EXISTING BIKE RACK BAR TO BE REMOVED AND REINSTALLED37
REMOVE DOOR ONLY, FRAME TO REMAIN38
FLOOR GRILLS TO REMAIN39
ALL EXISTING FRP TO BE REMOVED, PREPARE WALLS FOR NEW FINISH40
EXISTING RESTROOM ACCESSORIES, DISPENSER, MIRRORS, ETC. TO BEREMOVED. GRAB BARS TO REMAIN AT THIS LOCATION
DEMO EXISTING GYPSUM OR PLASTER TO LET IN COLUMN, REFER TO NEWPLANS
41
A7.0
UP
DNUP
UP
DN
(AS)
(AS
)
(E)
(E)
(E)
(E)
(E)
COL (D)
COL (D)
11
11
11
11
11
3
3
3
3
3
2
2
1
7
3
1
2
4
11
4
31
2
1
2
1
4
11
3 3 3
4
6
4
1
1
11 7
1
11
1
2
6
4
33
777
1
3
212
77
7
2
1
72
4
1
DF (D)
7
14
21
22
3
11
22
222
333
3
11
333
7
7
7
7
11
11
10
3
10
2 11
1
1
2 1
22
27
25 2 24 25
24
25
2
3
2
3
2
2
EP (D)
3
11
3 3
3 3
11 78
2
7
14 8
11
77
7
7
2
13
23
7
30
11
11
11
112
1 2
2
46
1
76
7
22 13
5 5
2
1
FB (D)
DN
MA
TCH
AD
2.1.
1
LIN
EA
D2.
1.2
MA
TCH
A
D2.
1.1
LIN
EA
D2.
1.2
1
5
2
3
4
DS (D)
31
31
31
31
31
31
31
11
31 31 31 3131
DS (D)
EP (D)
EP (D)
13
COL (E)
COL(E)
31EP (D)
3131
31
31
31
31EP (D)
EP (D)
EP (D)
31 31 31 31 31
7
CHASE(E)
11
31
(E)
EP(D)
EP(D)
RD (E)
RD (D)
RD (E)
22 22
22 22 22
RD (D) RD (D)
RD (D)
RD (D)
RD(E)
(CD)
(CD)
22
22
22
22
22
22
32
32 22
22
(AS
)
(AS)
(AS
)
(AS
)
COL (D)
COL (D)
(AS)
HB (D)
HB (D)(A
S)
(AS
)
35
28(D)
28 (D)
10(WOOD)
28(D)
28(D)
28(D)
28(D)
11
21 3
3
3
(AS)
25 (E)35
8
SIM.DISPLAYCASE3
35
29 29 29
29
29
29
29
11
40
31
40
14'-2" 3'-4" 4'-4" 5'-10" 5'-0" 10'-6" 5'-0" 10'-6" 5'-0"
7'-7" 2'-5" 4'-7" 4'-1" 1'-4" 11'-3" 3'-8" 1'-6" 5'-11" 3'-3" 1'-8"2'-0"1'-0"
2'-3"
1'-1" 2'-6"10" 5'-0"
4" 1'-3"3'-3" 3'-6"
11" 3'-9"
1'-7"1'-2"
4'-10"
4"1'-0" 6'-0" 3'-6"
8" 1'-6"
3'-6" 6'-0" 8"4"
1'-11"
1'-0"4'-0"
3'-7"5"
10"5'-1"
7'-7" 12'-5" 14'-11" 7'-5" 10'-2" 9'-7"
3'-8" 2'-2"4"
11"9"
3'-5"
1"9"
10"
9'-1
"7'
-0"
21'-9
"3'
-8"
3'-6
"5'
-0"
9'-9
"2'
-10"
5'-2
"7'
-6"
7'-8
"8'
-2"
3'-8
"
7'-0
"2'
-1"
6'-9
"
3"
4'-6
"3'
-10"
5'-4
"1'
-11"
6'-2
"3'
-8"
1'-1
0"1'
-8"
11"
7'-1
0"1'
-0"
2'-8
"2'
-6"
4'-1
1"1'
-10"
6" 3'-4
"2'
-10"
2'-6
"3'
-10"5"
1"
1'-1
0"9"
2"3'
-8"
4'-2
"
1'-2
"
1'-8
"
17'-8" 4'-4" 5'-8"
4"
2'-4" 6'-0" 1'-4" 8'-8" 5'-0" 6'-4" 4'-8" 1'-4" 14'-8" 4'-4" 5'-0" 5'-2" 22'-0" 13'-6" 4'-0" 2'-10"
8"1'-2" 3'-4"
10" 6"5'-4" 2'-10"
1'-10"1'-10"
2'-9" 2'-5" 2'-3" 6'-11" 2'-9" 5'-0"1'-3"
1'-5"2'-4" 2'-0" 2'-11"3"
2'-9"1'-1"
6'-6" 4'-2"
11"
4'-1"9"
3'-8" 3'-4"
1'-4"
5'-2"
8"
1'-0"
7'-2
"6'
-9"
4'-7
"2'
-6"
4'-7
"7'
-111 2"
5'-0
1 2"2'
-10"
4'-1
0"4'
-7"
6'-0
"5'
-0"
10'-6
"7'-5
"3'
-1"
2'-4
"1'
-0"
1'-3
"7"
3"
2'-0
"
7'-5
"
2'-5
"2'
-8"
4"
1'-9"
7'-7
"
COL (E)
COL (E)
COL (E)
4'-3" 3'-4" 3'-8"
41
41
4131
31
35
31
29
MLH
AD2.1.2E
1
5
D E
2
3
4
D
CORVALLIS, OREGON 97330
BENTON COUNTYHEALTH CLINIC
SHEET
DRAWN
REVISIONS
JOB NO.
DATE
2016.0030
DEC. 18, 2017
In the event conflicts are discovered between theoriginal signed and sealed documents prepared bythe Architects and/or their Consultants, and anycopy of the documents transmitted by mail, fax,electronically or otherwise, the original signed andsealed documents shall govern.
530 NW 27TH STREET
AC+Co ARCHITECTURE | COMMUNITY
CONSTRUCTION DOCUMENTS
NOT FOR CONSTRUCTIONMONTH DAY, YEAR
SCALE:1FIRST PARTIAL FLOOR PLAN - DEMOLITION (NORTH)
1/8"=1'-0"
FE (RR)
FEC (D)
EK (D)
HW (E)
95'-7
"
95'-7
"
74'-0"
15'-1
0"15
'-6"
18'-3
"46
'-0"
74'-0"
46'-0
"18
'-3"
15'-6
"15
'-10"
(E)
(E)
(E)
(E)
(E)
(E)
(E)
(E)
(E)
(E)
(E)
(E)
(E)
(E)
(E)(E)
(E)
(E)
UP
(E)
3 3
3
14
1
264
1
4
3 6
1
1
36
41
3
26
1
1
26
3
144
1
2 6
3
4
6
3
6
3
6
3
6
221
44 14
12
14
6
4
1 2
14
6
4
12 33
14
20
6
41 2
14
12
6
4
14
DN
9
9
9 19 9
9 9 918
1617
17 9
77
7
5UP
13
9333171617163
9999999
9
1717 1616 333
MA
TCH
A
D2.
1.1
LIN
EA
D2.
1.2
MA
TCH
AD
2.1.
1
LIN
EA
D2.
1.2
1
5
2
3
4
GENERAL NOTES APPLY TO ALL DRAWINGS.
DIMENSIONS ARE TO EXISTING FACE OF WALL, FACE OF NEWFRAMING, AND FACE OF EXISTING CONCRETE UNLESS NOTEDOTHERWISE.
DRAWINGS ARE DIAGRAMMATIC ONLY AND SHOULD NOT BE SCALED.NOTIFY ARCHITECT IMMEDIATELY OF ANY DISCREPANCIES ORQUESTIONABLE DIMENSIONS PRIOR TO PROCEEDING WITH AREA OFQUESTIONABLE WORK.
1.
2.
3.
GENERAL NOTES: SYMBOL LEGEND:EXISTING CONCRETE WALL TO REMAIN
EXISTING WOOD FRAMED INTERIOR PARTITION WALL TO REMAIN
EXISTING CONCRETE COLUMN TO REMAIN
EXISTING WOOD COLUMN TO REMAIN
EXISTING STEEL COLUMN TO REMAIN
EXISTING FIRE EXTINGUISHER TO REMAIN, (D) DESIGNATES TO BEREMOVED AND RETURNED TO OWNER, (RR) DESIGNATES REMOVEAND REINSTALLEXISTING FIRE EXTINGUISHER CABINET TO REMAIN, (D)DESIGNATES TO BE REMOVED AND RETURNED TO OWNER, (RR)DESIGNATES REMOVE AND REINSTALL
COL (E)
FE (E)
FEC (E)
COL (E)
COL (E)
EXISTING WOOD FRAMED WALL TO BE REMOVED, BIDDER TOASSUME PLASTER AND GYPSUM WALLBOARD ARE PRESENT ASFINISHES
EXISTING EMERGENCY KIT TO REMAIN, (D) DESIGNATES TO BEREMOVED AND RETURNED TO OWNER
EXISTING AUTOMATED EXTERNAL DEFIBRILLATOR (AED) TOREMAIN, (D) DESIGNATES TO BE REMOVED AND RETURNED TOOWNEREXISTING ELECTRICAL PANEL TO REMAIN, (D) DESIGNATES TO BEREMOVED,(RR) DESIGNATES REMOVE AND RELOCATE, REFER TOELECTRICAL DRAWINGSEXISTING HOSE BIBB TO REMAIN, (D) DESIGNATES TO BEREMOVED, REFER TO PLUMBING DRAWINGSEXISTING FLOOR DRAIN TO REMAIN, (D) DESIGNATES TO BEREMOVED, REFER TO PLUMBING DRAWINGSEXISTING DOWNSPOUT TO REMAIN, (D) DESIGNATES TO BEREMOVEDEXISTING ROOF DRAIN TO REMAIN, (D) DESIGNATES TO BEREMOVED, REFER TO PLUMBING DRAWINGS
EK (E)
AED (E)
EP (E)
HB (E)
FD (E)
DS (E)
RD (E)
EXISTING FIRST AID KIT O REMAIN, (D) DESIGNATES TO BEREMOVED AND RETURNED TO OWNERFA (E)
EXISTING WOOD OR HOLLOW METAL DOOR, FRAME ANDHARDWARE TO BE REMOVED U.O.N.
(AS) - ALUMINUM STOREFRONT(CD)- COILING DOOR
EXISTING DOOR AND FRAME TO REMAIN
(E)
EXISTING DRINKING FOUNTAIN TO REMAIN, (D) DESIGNATES TO BEREMOVED, REFER TO PLUMBING DRAWINGSDF (E)
FB (E)EXISTING FLOOR OUTLET TO REMAIN, (D) DESIGNATES TO BEREMOVED
(AS)(CD)
WH (D)EXISTING WATER HEATER TO REMAIN, (D) DESIGNATES TO BEREMOVED, REFER TO PLUMBING DRAWINGS
REFERENCE NOTES: (DEMO)EXISTING PLUMBING FIXTURE TO BE REMOVED, REFER TO PLUMBINGDRAWINGS
1
EXISTING CASEWORK TO BE REMOVED2EXISTING WINDOW TO BE REMOVED3
EXISTING RESTROOM OR EXAM ROOM ACCESSORIES, GRAB BARS, MIRRORS,ETC. TO BE REMOVED
4
EXISTING RUBBER TREAD, RISER AND STRINGER (WHERE EXISTS TODAY) TOBE REMOVED, PREP FOR NEW WORK
5
EXISTING SHEET VINYL FLOORING AND BASE TO BE REMOVED, PREP FOR NEWWORK
6
EXISTING CARPET AND BASE TO BE REMOVED, PREP FOR NEW WORK7EXISTING MARKER BOARD AND/OR PROJECTOR SCREEN TO BE REMOVED ASSALVAGE
8
EXISTING FLOORING TO REMAIN9EXISTING WALLCOVERING TO BE REMOVED DOWN TO EXISTING SUBSTRATE,PREP FOR NEW WORK
10
EXISTING VCT FLOORING AND BASE TO BE REMOVED, PREP FOR NEW WORK11EXISTING VINYL SIDING AND MATERIALS TO BE REMOVED DOWN TO STUDS12
REMOVE AND REINSTALL EXISTING HANDRAIL AS REQUIRED, PREP AND PAINT13REMOVE EXISTING TELEVISION OR EXAM ROOM COMPUTER STATION ANDRETURN TO OWNER AS SALVAGE
14
EXISTING DENTAL CHAIR TO BE REMOVED AND REINSTALLED15EXISTING CASEWORK TO REMAIN16EXISTING PLUMBING FIXTURE TO REMAIN, REFER TO PLUMBING DRAWINGS17EXISTING TELEVISION OR EXAM ROOM COMPUTER STATION TO REMAIN18EXISTING WINDOW TO REMAIN19EXISTING COMMUNICATION BOARD OR EQUIPMENT TO REMAIN, (D)DESIGNATES REMOVE, REFER TO ELECTRICAL DRAWINGS
20
EXISTING STAIR TREADS, HANDRAIL, STEEL SUPPORTS TO BE REMOVED INTHEIR ENTIRETY
21
EXISTING BRICK MASONRY VENEER TO BE REMOVED, PREP FOR NEW WORK22EXISTING WOOD STAIR TREADS, STRINGER AND GUARDRAIL TOREMAIN, SAND AND PREP FOR NEW FINISHING WORK, REMOVEAND REPLACE STEEL NOSING (WOOSTER #120)
23
EXISTING RUBBER FLOORING AND BASE TO BE REMOVED24
EXISTING SAFE OR EQUIPMENT TO BE REMOVED AND RETURNED TO OWNER25EXISTING GUARD TO REMAIN26EXISTING LOUVERS TO REMAIN, PREP FOR NEW WORK, REFER TOMECHANICAL DRAWINGS FOR MORE INFORMATION
27
EXISTING EQUIPMENT TO REMAIN, REFER TO MECHANICAL AND/ORELECTRICAL DRAWINGS, (D) DESIGNATES EXISTING TO BE REMOVED, (RR)DESIGNATE REMOVE AND RELOCATE
28
LINE OF SAWCUT, REMOVE CONCRETE SLAB ON GRADE, PREP FOR NEW WORK29WALLS IN THIS AREA MAY CONTAIN LEAD LINING, REMOVE AND DISPOSE OFPER CURRENT DEQ STANDARDS
30
REMOVE EXISTING GYPSUM WALLBOARD OR LATH AND PLASTER DOWN TOEXISTING STUDS
31
EXISTING CONCRETE WALL TO BE REMOVED32
33
EXISTING INTERIOR SLOPED RAMP TO BE REMOVED. PREPARE FOR NEWFRAMED FLOOR FINISH
34
REMOVE EXISTING HARDWARE, REFER TO NEW PLAN AND DOOR SCHEDULE35
CONCRETE COLUMN OR STAIR, PROVIDE CONCRETE PATCHING COMPOUND,PREP FOR NEW FINISH
36
EXISTING BIKE RACK BAR TO BE REMOVED AND REINSTALLED37
REMOVE DOOR ONLY, FRAME TO REMAIN38
FLOOR GRILLS TO REMAIN39
ALL EXISTING FRP TO BE REMOVED, PREPARE WALLS FOR NEW FINISH40
EXISTING RESTROOM ACCESSORIES, DISPENSER, MIRRORS, ETC. TO BEREMOVED. GRAB BARS TO REMAIN AT THIS LOCATION
DEMO EXISTING GYPSUM OR PLASTER TO LET IN COLUMN, REFER TO NEWPLANS
41
A7.0
31
7 31 31
31
31 31
31 DS (D)
DS (D)
DS (D)DS (D) COL (D)
EP (D) (D)
EP (E)
EP (E)
31
31
31 31 31 31 31
31
8MB / PS
38
28
HB (D)
37
3939 39
FB (E)
28(D)
(D)
4'-3" 6'-10" 13'-1"1'-10"
7'-5"
7"
4'-9" 2'-3" 2'-4"
24'-2" 9'-10" 4'-9" 7'-4" 7'-4" 12'-3" 7'-6"
10"
2'-9" 4'-8" 2'-8" 4'-8" 7'-5"
2"
11"
5'-11" 11'-6" 1'-7"
10'-5
"5'
-0"
10'-4
"6'
-3"
2'-6
"4'
-8"
6'-6
"4'
-8"
2'-8
"11
'-3"
1'-4
"9'
-1"
10'-1
"5'
-4"
2'-1
0"7'
-10"
5'-9
"2'
-0"
6'-0
"4'
-1"
1'-9
"4'
-8"
2'-8
"11
'-3"
4'-8"3'-7"6'-10"8'-2"13'-0"9'-4"9'-4"9'-5"9'-8"
2'-5"
1'-8"
4'-1"5'-3"7'-9"6'-4"
1"
2'-11"3'-0"2'-10"3'-6"6'-4"3'-1"2'-11"
1'-7"
5'-2"
3"
17'-5"
8"
3'-7" 2'-1"
3"
11'-3"
1'-2" 3'-6" 1'-3"
9"
1'-6"2'-4" 3'-9"
11"
3'-0
"2'
-0"
1'-3
"
9"9"3" 1'-0
"1"
2'-11" 21'-2" 3'-11" 22'-7" 10"
MLH
AD2.2.1
CORVALLIS, OREGON 97330
BENTON COUNTYHEALTH CLINIC
SHEET
DRAWN
REVISIONS
JOB NO.
DATE
2016.0030
DEC. 18, 2017
In the event conflicts are discovered between theoriginal signed and sealed documents prepared bythe Architects and/or their Consultants, and anycopy of the documents transmitted by mail, fax,electronically or otherwise, the original signed andsealed documents shall govern.
530 NW 27TH STREET
AC+Co ARCHITECTURE | COMMUNITY
CONSTRUCTION DOCUMENTS
NOT FOR CONSTRUCTIONMONTH DAY, YEAR
SCALE:1SECOND PARTIAL FLOOR PLAN - DEMOLITION (SOUTH)
1/8"=1'-0"
A
A
1
5
B C D
2
3
4
B C D
FE (D)
FE (D)
FE (D)
AED (D)
FA (D)EK (D)
COL (E)COL (E)COL (E)
COL (E)COL (E)
COL (D)
COL (E) COL (E)
COL (E)
FIRST FLOORROOF BELOW -REFER TO ROOFPLAN
CHASE (E)
COL (E)
DF (D)
135'-2"
95'-7
"
135'-2"
27'-8" 36'-0" 71'-6"
15'-1
0"15
'-6"
18'-3
"46
'-0"
71'-6"36'-0"27'-8"
95'-7
"
15'-1
0"15
'-6"
18'-3
"46
'-0"
EP (E) EP (E)EP (D)
GENERAL NOTES APPLY TO ALL DRAWINGS.
DIMENSIONS ARE TO EXISTING FACE OF WALL, FACE OF NEWFRAMING, AND FACE OF EXISTING CONCRETE UNLESS NOTEDOTHERWISE.
DRAWINGS ARE DIAGRAMMATIC ONLY AND SHOULD NOT BE SCALED.NOTIFY ARCHITECT IMMEDIATELY OF ANY DISCREPANCIES ORQUESTIONABLE DIMENSIONS PRIOR TO PROCEEDING WITH AREA OFQUESTIONABLE WORK.
1.
2.
3.
GENERAL NOTES: SYMBOL LEGEND:EXISTING CONCRETE WALL TO REMAIN
EXISTING WOOD FRAMED INTERIOR PARTITION WALL TO REMAIN
EXISTING CONCRETE COLUMN TO REMAIN
EXISTING WOOD COLUMN TO REMAIN
EXISTING STEEL COLUMN TO REMAIN
EXISTING FIRE EXTINGUISHER TO REMAIN, (D) DESIGNATES TO BEREMOVED AND RETURNED TO OWNER, (RR) DESIGNATES REMOVEAND REINSTALLEXISTING FIRE EXTINGUISHER CABINET TO REMAIN, (D)DESIGNATES TO BE REMOVED AND RETURNED TO OWNER, (RR)DESIGNATES REMOVE AND REINSTALL
COL (E)
FE (E)
FEC (E)
COL (E)
COL (E)
EXISTING WOOD FRAMED WALL TO BE REMOVED, BIDDER TOASSUME PLASTER AND GYPSUM WALLBOARD ARE PRESENT ASFINISHES
EXISTING EMERGENCY KIT TO REMAIN, (D) DESIGNATES TO BEREMOVED AND RETURNED TO OWNER
EXISTING AUTOMATED EXTERNAL DEFIBRILLATOR (AED) TOREMAIN, (D) DESIGNATES TO BE REMOVED AND RETURNED TOOWNEREXISTING ELECTRICAL PANEL TO REMAIN, (D) DESIGNATES TO BEREMOVED,(RR) DESIGNATES REMOVE AND RELOCATE, REFER TOELECTRICAL DRAWINGSEXISTING HOSE BIBB TO REMAIN, (D) DESIGNATES TO BEREMOVED, REFER TO PLUMBING DRAWINGSEXISTING FLOOR DRAIN TO REMAIN, (D) DESIGNATES TO BEREMOVED, REFER TO PLUMBING DRAWINGSEXISTING DOWNSPOUT TO REMAIN, (D) DESIGNATES TO BEREMOVEDEXISTING ROOF DRAIN TO REMAIN, (D) DESIGNATES TO BEREMOVED, REFER TO PLUMBING DRAWINGS
EK (E)
AED (E)
EP (E)
HB (E)
FD (E)
DS (E)
RD (E)
EXISTING FIRST AID KIT O REMAIN, (D) DESIGNATES TO BEREMOVED AND RETURNED TO OWNERFA (E)
EXISTING WOOD OR HOLLOW METAL DOOR, FRAME ANDHARDWARE TO BE REMOVED U.O.N.
(AS) - ALUMINUM STOREFRONT(CD)- COILING DOOR
EXISTING DOOR AND FRAME TO REMAIN
(E)
EXISTING DRINKING FOUNTAIN TO REMAIN, (D) DESIGNATES TO BEREMOVED, REFER TO PLUMBING DRAWINGSDF (E)
FB (E)EXISTING FLOOR OUTLET TO REMAIN, (D) DESIGNATES TO BEREMOVED
(AS)(CD)
WH (D)EXISTING WATER HEATER TO REMAIN, (D) DESIGNATES TO BEREMOVED, REFER TO PLUMBING DRAWINGS
REFERENCE NOTES: (DEMO)EXISTING PLUMBING FIXTURE TO BE REMOVED, REFER TO PLUMBINGDRAWINGS
1
EXISTING CASEWORK TO BE REMOVED2EXISTING WINDOW TO BE REMOVED3EXISTING RESTROOM OR EXAM ROOM ACCESSORIES, GRAB BARS, MIRRORS,ETC. TO BE REMOVED
4
EXISTING RUBBER TREAD, RISER AND STRINGER (WHERE EXISTS TODAY) TOBE REMOVED, PREP FOR NEW WORK
5
EXISTING SHEET VINYL FLOORING AND BASE TO BE REMOVED, PREP FOR NEWWORK
6
EXISTING CARPET AND BASE TO BE REMOVED, PREP FOR NEW WORK7
EXISTING MARKER BOARD AND/OR PROJECTOR SCREEN TO BE REMOVED ASSALVAGE
8
EXISTING FLOORING TO REMAIN9EXISTING WALLCOVERING TO BE REMOVED DOWN TO EXISTING SUBSTRATE,PREP FOR NEW WORK
10
EXISTING VCT FLOORING AND BASE TO BE REMOVED, PREP FOR NEW WORK11EXISTING VINYL SIDING AND MATERIALS TO BE REMOVED DOWN TO STUDS12
REMOVE AND REINSTALL EXISTING HANDRAIL AS REQUIRED, PREP AND PAINT13
REMOVE EXISTING TELEVISION OR EXAM ROOM COMPUTER STATION ANDRETURN TO OWNER AS SALVAGE
14
EXISTING DENTAL CHAIR TO BE REMOVED AND REINSTALLED15EXISTING CASEWORK TO REMAIN16EXISTING PLUMBING FIXTURE TO REMAIN, REFER TO PLUMBING DRAWINGS17EXISTING TELEVISION OR EXAM ROOM COMPUTER STATION TO REMAIN18EXISTING WINDOW TO REMAIN19EXISTING COMMUNICATION BOARD OR EQUIPMENT TO REMAIN, (D)DESIGNATES REMOVE, REFER TO ELECTRICAL DRAWINGS
20
EXISTING STAIR TREADS, HANDRAIL, STEEL SUPPORTS TO BE REMOVED INTHEIR ENTIRETY
21
EXISTING BRICK MASONRY VENEER TO BE REMOVED, PREP FOR NEW WORK22EXISTING WOOD STAIR TREADS, STRINGER AND GUARDRAIL TOREMAIN, SAND AND PREP FOR NEW FINISHING WORK, REMOVEAND REPLACE STEEL NOSING (WOOSTER #120)
23
EXISTING RUBBER FLOORING AND BASE TO BE REMOVED24
EXISTING SAFE OR EQUIPMENT TO BE REMOVED AND RETURNED TO OWNER25EXISTING GUARD TO REMAIN26EXISTING LOUVERS TO REMAIN, PREP FOR NEW WORK, REFER TOMECHANICAL DRAWINGS FOR MORE INFORMATION
27
EXISTING EQUIPMENT TO REMAIN, REFER TO MECHANICAL AND/ORELECTRICAL DRAWINGS, (D) DESIGNATES EXISTING TO BE REMOVED, (RR)DESIGNATE REMOVE AND RELOCATE
28
LINE OF SAWCUT, REMOVE CONCRETE SLAB ON GRADE, PREP FOR NEW WORK29WALLS IN THIS AREA MAY CONTAIN LEAD LINING, REMOVE AND DISPOSE OFPER CURRENT DEQ STANDARDS
30
REMOVE EXISTING GYPSUM WALLBOARD OR LATH AND PLASTER DOWN TOEXISTING STUDS
31
EXISTING CONCRETE WALL TO BE REMOVED32
33
EXISTING INTERIOR SLOPED RAMP TO BE REMOVED. PREPARE FOR NEWFRAMED FLOOR FINISH
34
REMOVE EXISTING HARDWARE, REFER TO NEW PLAN AND DOOR SCHEDULE35
CONCRETE COLUMN OR STAIR, PROVIDE CONCRETE PATCHING COMPOUND,PREP FOR NEW FINISH
36
EXISTING BIKE RACK BAR TO BE REMOVED AND REINSTALLED37REMOVE DOOR ONLY, FRAME TO REMAIN38FLOOR GRILLS TO REMAIN39ALL EXISTING FRP TO BE REMOVED, PREPARE WALLS FOR NEW FINISH40
EXISTING RESTROOM ACCESSORIES, DISPENSER, MIRRORS, ETC. TO BEREMOVED. GRAB BARS TO REMAIN AT THIS LOCATION
DEMO EXISTING GYPSUM OR PLASTER TO LET IN COLUMN, REFER TO NEWPLANS
41
A7.0
FIRST FLOORROOF BELOW -REFER TO ROOFPLAN
DS (D)
DS (D)
ADD ALT. NO. 1REFER TO SHEETAD2.5
(E)
FE (D)
(E)
3
3 3 3 3
3
3
33333
3
3
3
3
7 7 7
7
7
7
7
7
77
4
6
1
WH (D)
1 11
2 2
8
7 7 7721
8
8
7 7
22
7
7
7
7
7
7
7 7 7 7
7 7
7
7
7
8
14
22
22
717 16
46
1
6 4 4
46
1
6
3
8
23
7
8
7
7
7
1
2
4
6
113 5
7
7
7
8
8 2
22
2
8
MA
TCH
AD
2.2.
1
LIN
EA
D2.
2.2
MA
TCH
A
D2.
2.1
LIN
EA
D2.
2.2
1
5
2
3
4
31 31 31
31
31
31
31
CHASE (E)
EP (D)
31 31 31
3131
3131
31
EP (D) EP (D)
31
31
20(D)
31 31 31 31
31
3131 31
31
31
3131
31
RD (D)RD (D)
22222222
9 9 9
9
9
9
16
RD (D)
RD (E)
RD (E)
9
7
7
8
8
16
8
97
COL (E)
88 8
COL (E)
COL (E)
28 (RR)
22
COL (E)
COL (E)
COL (E)
3
(D) POCKET DOOR
38
8
38
38
38 38
38
38
38
38
8
(AS)
38
22
(AS)
COL (E)
COL (E)
RD (E)
6'-0" 6'-10" 1'-11"
1'-6"
6'-5" 6'-0" 2'-6" 3'-2"3'-2"1'-0" 1"
3'-3" 4'-6" 1'-7"2'-0" 3'-5" 4'-6" 5'-7"
1'-1"
6'-3" 8'-10" 10'-1" 3'-5"
7"
8"5'-3" 2'-1"
3'-5" 3'-5"
8"
4'-7" 2'-8" 3'-9"7"
2'-10" 2'-7"
5'-4" 2'-9" 4'-1" 2'-7" 5'-6" 4'-11" 5'-0"10"
2'-8"
3"
6'-8" 7" 7'-1" 2'-9" 7'-10" 1'-11" 7'-8" 10'-3" 1'-4" 5'-11"
5'-4"8"
9"4'-0" 4'-9" 3'-9" 10"
5'-0
"
1'-0
"
3'-1
0"2'
-2"
1'-9
"2'
-3"
4'-1
0"
5" 2'-3
"1'
-9"
7'-4
"2'
-4"8"
7'-9
"3'
-0"
4'-5
"2"
2'-1
1"7'
-5"
5"6'
-1"
7'-9
"9"
7'-7
"5'
-4"
2'-0
"7'
-6"
1'-2
"
1'-7
"
10" 5'
-4"
1" 3'-1
0"2'
-2"
2'-8
"5'
-2"
1'-0
"4'
-4"
9"
41
41
1'-10"
3"3'-1"2'-4"
41
41
41
41
41
ROD(E)
ROD(E)
2'-8" 6'-0" 1'-4" 8'-8" 1'-3" 3'-9" 6'-4" 4'-8"
3" 1'-1"
14'-0" 3'-0" 6'-4" 5'-0"
2"
10'-5" 11'-7" 5'-6" 4'-0" 4'-0" 4'-0" 2'-10"
11"
5"4'-9" 3'-11" 1'-6" 4'-10"
2"
4'-6"
3"
8"
3'-4"3'-4"
1'-2"
3'-6"28'-3"
7"
13'-9" 2'-5" 2'-11"
10"
6'-8" 10'-7"
1'-0"
2'-9"
1'-4"
1'-5" 2'-6"
1'-6"
2'-4"1'-7"
1"
13'-1
1"4'
-5"
7"19
'-8"
7'-5
"
3'-2
"
1'-0
"
3'-1
1"1'
-9"
6'-8
"1'
-9"
1'-2
"
3'-1
0"6'
-8"
3'-1
0"4'
-6"
1'-0
"
8'-4
"2'
-0"
5'-0
"
2'-1
0"5'
-6"
2'-9
"
1'-1
"
2'-5
"3'
-10"
1'-1
"
4'-6
"
1'-1
"3"
5"
1'-6
"
2'-3
"5'
-4"
5'-1
"4'
-2"
2'-1
0"1'
-9"
1'-2
"1" 2'-0
"3'
-3"
10'-8
"
COL (E)
9'-0"
4'-4" 4'-6" 4'-1" 6'-0"
MLH
AD2.2.2
CORVALLIS, OREGON 97330
BENTON COUNTYHEALTH CLINIC
SHEET
DRAWN
REVISIONS
JOB NO.
DATE
2016.0030
DEC. 18, 2017
In the event conflicts are discovered between theoriginal signed and sealed documents prepared bythe Architects and/or their Consultants, and anycopy of the documents transmitted by mail, fax,electronically or otherwise, the original signed andsealed documents shall govern.
530 NW 27TH STREET
AC+Co ARCHITECTURE | COMMUNITY
CONSTRUCTION DOCUMENTS
NOT FOR CONSTRUCTIONMONTH DAY, YEAR
SCALE:1SECOND PARTIAL FLOOR PLAN - DEMOLITION (NORTH)
1/8"=1'-0"
E
1
5
D E
2
3
4
D
FE (RR)
FIRST FLOORROOF BELOW -REFER TO ROOFPLAN
ROOFHATCH
95'-7
"
74'-0"
15'-1
0"15
'-6"
18'-3
"46
'-0"
74'-0"
95'-7
"
15'-1
0"15
'-6"
18'-3
"46
'-0"
EP (E) EP (E)
DS (D) DS (D)
DS (D)DS (D)
DS (D)
(E)
3
3
3
3 3
3 3 3 3 3
3333333
20(D)
9
DN
9
7
MA
TCH
AD
2.2.
1
LIN
EA
D2.
2.2
MA
TCH
A
D2.
2.1
LIN
EA
D2.
2.2
1
5
2
3
4
GENERAL NOTES APPLY TO ALL DRAWINGS.
DIMENSIONS ARE TO EXISTING FACE OF WALL, FACE OF NEWFRAMING, AND FACE OF EXISTING CONCRETE UNLESS NOTEDOTHERWISE.
DRAWINGS ARE DIAGRAMMATIC ONLY AND SHOULD NOT BE SCALED.NOTIFY ARCHITECT IMMEDIATELY OF ANY DISCREPANCIES ORQUESTIONABLE DIMENSIONS PRIOR TO PROCEEDING WITH AREA OFQUESTIONABLE WORK.
1.
2.
3.
GENERAL NOTES: SYMBOL LEGEND:EXISTING CONCRETE WALL TO REMAIN
EXISTING WOOD FRAMED INTERIOR PARTITION WALL TO REMAIN
EXISTING CONCRETE COLUMN TO REMAIN
EXISTING WOOD COLUMN TO REMAIN
EXISTING STEEL COLUMN TO REMAIN
EXISTING FIRE EXTINGUISHER TO REMAIN, (D) DESIGNATES TO BEREMOVED AND RETURNED TO OWNER, (RR) DESIGNATES REMOVEAND REINSTALLEXISTING FIRE EXTINGUISHER CABINET TO REMAIN, (D)DESIGNATES TO BE REMOVED AND RETURNED TO OWNER, (RR)DESIGNATES REMOVE AND REINSTALL
COL (E)
FE (E)
FEC (E)
COL (E)
COL (E)
EXISTING WOOD FRAMED WALL TO BE REMOVED, BIDDER TOASSUME PLASTER AND GYPSUM WALLBOARD ARE PRESENT ASFINISHES
EXISTING EMERGENCY KIT TO REMAIN, (D) DESIGNATES TO BEREMOVED AND RETURNED TO OWNER
EXISTING AUTOMATED EXTERNAL DEFIBRILLATOR (AED) TOREMAIN, (D) DESIGNATES TO BE REMOVED AND RETURNED TOOWNEREXISTING ELECTRICAL PANEL TO REMAIN, (D) DESIGNATES TO BEREMOVED,(RR) DESIGNATES REMOVE AND RELOCATE, REFER TOELECTRICAL DRAWINGSEXISTING HOSE BIBB TO REMAIN, (D) DESIGNATES TO BEREMOVED, REFER TO PLUMBING DRAWINGSEXISTING FLOOR DRAIN TO REMAIN, (D) DESIGNATES TO BEREMOVED, REFER TO PLUMBING DRAWINGSEXISTING DOWNSPOUT TO REMAIN, (D) DESIGNATES TO BEREMOVEDEXISTING ROOF DRAIN TO REMAIN, (D) DESIGNATES TO BEREMOVED, REFER TO PLUMBING DRAWINGS
EK (E)
AED (E)
EP (E)
HB (E)
FD (E)
DS (E)
RD (E)
EXISTING FIRST AID KIT O REMAIN, (D) DESIGNATES TO BEREMOVED AND RETURNED TO OWNERFA (E)
EXISTING WOOD OR HOLLOW METAL DOOR, FRAME ANDHARDWARE TO BE REMOVED U.O.N.
(AS) - ALUMINUM STOREFRONT(CD)- COILING DOOR
EXISTING DOOR AND FRAME TO REMAIN
(E)
EXISTING DRINKING FOUNTAIN TO REMAIN, (D) DESIGNATES TO BEREMOVED, REFER TO PLUMBING DRAWINGSDF (E)
FB (E)EXISTING FLOOR OUTLET TO REMAIN, (D) DESIGNATES TO BEREMOVED
(AS)(CD)
WH (D)EXISTING WATER HEATER TO REMAIN, (D) DESIGNATES TO BEREMOVED, REFER TO PLUMBING DRAWINGS
REFERENCE NOTES: (DEMO)EXISTING PLUMBING FIXTURE TO BE REMOVED, REFER TO PLUMBINGDRAWINGS
1
EXISTING CASEWORK TO BE REMOVED2EXISTING WINDOW TO BE REMOVED3EXISTING RESTROOM OR EXAM ROOM ACCESSORIES, GRAB BARS, MIRRORS,ETC. TO BE REMOVED
4
EXISTING RUBBER TREAD, RISER AND STRINGER (WHERE EXISTS TODAY) TOBE REMOVED, PREP FOR NEW WORK
5
EXISTING SHEET VINYL FLOORING AND BASE TO BE REMOVED, PREP FOR NEWWORK
6
EXISTING CARPET AND BASE TO BE REMOVED, PREP FOR NEW WORK7
EXISTING MARKER BOARD AND/OR PROJECTOR SCREEN TO BE REMOVED ASSALVAGE
8
EXISTING FLOORING TO REMAIN9EXISTING WALLCOVERING TO BE REMOVED DOWN TO EXISTING SUBSTRATE,PREP FOR NEW WORK
10
EXISTING VCT FLOORING AND BASE TO BE REMOVED, PREP FOR NEW WORK11EXISTING VINYL SIDING AND MATERIALS TO BE REMOVED DOWN TO STUDS12
REMOVE AND REINSTALL EXISTING HANDRAIL AS REQUIRED, PREP AND PAINT13
REMOVE EXISTING TELEVISION OR EXAM ROOM COMPUTER STATION ANDRETURN TO OWNER AS SALVAGE
14
EXISTING DENTAL CHAIR TO BE REMOVED AND REINSTALLED15EXISTING CASEWORK TO REMAIN16EXISTING PLUMBING FIXTURE TO REMAIN, REFER TO PLUMBING DRAWINGS17EXISTING TELEVISION OR EXAM ROOM COMPUTER STATION TO REMAIN18EXISTING WINDOW TO REMAIN19EXISTING COMMUNICATION BOARD OR EQUIPMENT TO REMAIN, (D)DESIGNATES REMOVE, REFER TO ELECTRICAL DRAWINGS
20
EXISTING STAIR TREADS, HANDRAIL, STEEL SUPPORTS TO BE REMOVED INTHEIR ENTIRETY
21
EXISTING BRICK MASONRY VENEER TO BE REMOVED, PREP FOR NEW WORK22EXISTING WOOD STAIR TREADS, STRINGER AND GUARDRAIL TOREMAIN, SAND AND PREP FOR NEW FINISHING WORK, REMOVEAND REPLACE STEEL NOSING (WOOSTER #120)
23
EXISTING RUBBER FLOORING AND BASE TO BE REMOVED24
EXISTING SAFE OR EQUIPMENT TO BE REMOVED AND RETURNED TO OWNER25EXISTING GUARD TO REMAIN26EXISTING LOUVERS TO REMAIN, PREP FOR NEW WORK, REFER TOMECHANICAL DRAWINGS FOR MORE INFORMATION
27
EXISTING EQUIPMENT TO REMAIN, REFER TO MECHANICAL AND/ORELECTRICAL DRAWINGS, (D) DESIGNATES EXISTING TO BE REMOVED, (RR)DESIGNATE REMOVE AND RELOCATE
28
LINE OF SAWCUT, REMOVE CONCRETE SLAB ON GRADE, PREP FOR NEW WORK29WALLS IN THIS AREA MAY CONTAIN LEAD LINING, REMOVE AND DISPOSE OFPER CURRENT DEQ STANDARDS
30
REMOVE EXISTING GYPSUM WALLBOARD OR LATH AND PLASTER DOWN TOEXISTING STUDS
31
EXISTING CONCRETE WALL TO BE REMOVED32
33
EXISTING INTERIOR SLOPED RAMP TO BE REMOVED. PREPARE FOR NEWFRAMED FLOOR FINISH
34
REMOVE EXISTING HARDWARE, REFER TO NEW PLAN AND DOOR SCHEDULE35
CONCRETE COLUMN OR STAIR, PROVIDE CONCRETE PATCHING COMPOUND,PREP FOR NEW FINISH
36
EXISTING BIKE RACK BAR TO BE REMOVED AND REINSTALLED37REMOVE DOOR ONLY, FRAME TO REMAIN38FLOOR GRILLS TO REMAIN39ALL EXISTING FRP TO BE REMOVED, PREPARE WALLS FOR NEW FINISH40
EXISTING RESTROOM ACCESSORIES, DISPENSER, MIRRORS, ETC. TO BEREMOVED. GRAB BARS TO REMAIN AT THIS LOCATION
DEMO EXISTING GYPSUM OR PLASTER TO LET IN COLUMN, REFER TO NEWPLANS
41
A7.0
DS (D)
7 7 7 7
9
7777733
14
8
1
12
16 16 16
16
18
7
7
6 68
VOIDVOIDTBB(RR)
8 8
31
EXSTSLOPE
7
(E)
FE (D)7
38 38
38383838
38
38
38 38 38 38 38 38 38
38 38
EX
ST
SLO
PE
2'-1" 6'-1"
1'-5"
1'-7" 6'-0" 1'-9"2'-0" 6'-9"
6"
8'-0"
1'-4" 10"
7'-10" 9'-8"1'-4"
8'-0" 4'-2" 4'-8"
4'-6" 3'-0" 1'-9" 4'-3"10"
7'-2" 1'-9"
0"
10'-1
"
8"
3'-2
"5'
-0"
4'-1
0"8"
6'-0
"2'
-0"
6'-6
"7'
-1"
3'-9
"4'
-0"
1'-2
"9'
-4"
3'-1
"
1"
6'-4
"3'
-9"
10'-1
0"3'
-1"
5'-0
"4'
-10"
8'-8
"7'
-9"
8'-1
1"9'
-4"
1'-8"0"3'-0"6'-2"2'-10"6'-6"2'-5"1"
6'-11"2'-1"7"
9'-6"4'-0"11"
6'-0"2'-10"6'-2"1'-4"5'-0"7"
5'-7" 3'-4" 1'-10"
1'-2"
MLH
AD2.3
CORVALLIS, OREGON 97330
BENTON COUNTYHEALTH CLINIC
SHEET
DRAWN
REVISIONS
JOB NO.
DATE
2016.0030
DEC. 18, 2017
In the event conflicts are discovered between theoriginal signed and sealed documents prepared bythe Architects and/or their Consultants, and anycopy of the documents transmitted by mail, fax,electronically or otherwise, the original signed andsealed documents shall govern.
530 NW 27TH STREET
AC+Co ARCHITECTURE | COMMUNITY
CONSTRUCTION DOCUMENTS
NOT FOR CONSTRUCTIONMONTH DAY, YEAR
SCALE:1MECHANICAL FLOOR PLAN - DEMOLITION
1/8"=1'-0"
A
A
1
5
B C D
2
3
4
B C D
FIRST FLOORROOF BELOW -REFER TO ROOFPLAN
SECOND FLOORROOF BELOW -REFER TO ROOFPLAN
SECOND FLOORROOF BELOW -REFER TO ROOFPLAN
VTR (E)
COL (E)
COL (E)
COL (E)
COL (E)
COL (E)
COL (E)
COL (E)
COL (E)
COL (E)
COL (E)
COL (E)
COL (E)
COL (E)
COL (E)
COL (E)
COL (E)
COL (E)
COL (E)
COL (E)
COL (E)
COL (E)
COL (E)
COL (E)
COL (E)
COL (E)
COL (E)
CHASE (E)
CHASE
EXHAUSTFAN (D)
GASFIREBOILER(D)
AIRHANDLER(D) RD (E)
135'-2"
95'-7
"
95'-7
"
27'-8" 36'-0" 71'-6"
15'-1
0"15
'-6"
18'-3
"46
'-0"
71'-6"36'-0"27'-8"
46'-0
"18
'-3"
15'-6
"15
'-10"
GENERAL NOTES APPLY TO ALL DRAWINGS.
DIMENSIONS ARE TO EXISTING FACE OF WALL, FACE OF NEWFRAMING, AND FACE OF EXISTING CONCRETE UNLESS NOTEDOTHERWISE.
DRAWINGS ARE DIAGRAMMATIC ONLY AND SHOULD NOT BE SCALED.NOTIFY ARCHITECT IMMEDIATELY OF ANY DISCREPANCIES ORQUESTIONABLE DIMENSIONS PRIOR TO PROCEEDING WITH AREA OFQUESTIONABLE WORK.
1.
2.
3.
GENERAL NOTES: SYMBOL LEGEND:EXISTING CONCRETE WALL TO REMAIN
EXISTING WOOD FRAMED INTERIOR PARTITION WALL TO REMAIN
EXISTING CONCRETE COLUMN TO REMAIN
EXISTING WOOD COLUMN TO REMAIN
EXISTING STEEL COLUMN TO REMAIN
EXISTING FIRE EXTINGUISHER TO REMAIN, (D) DESIGNATES TO BEREMOVED AND RETURNED TO OWNER, (RR) DESIGNATES REMOVEAND REINSTALLEXISTING FIRE EXTINGUISHER CABINET TO REMAIN, (D)DESIGNATES TO BE REMOVED AND RETURNED TO OWNER, (RR)DESIGNATES REMOVE AND REINSTALL
COL (E)
FE (E)
FEC (E)
COL (E)
COL (E)
EXISTING WOOD FRAMED WALL TO BE REMOVED, BIDDER TOASSUME PLASTER AND GYPSUM WALLBOARD ARE PRESENT ASFINISHES
EXISTING EMERGENCY KIT TO REMAIN, (D) DESIGNATES TO BEREMOVED AND RETURNED TO OWNER
EXISTING AUTOMATED EXTERNAL DEFIBRILLATOR (AED) TOREMAIN, (D) DESIGNATES TO BE REMOVED AND RETURNED TOOWNEREXISTING ELECTRICAL PANEL TO REMAIN, (D) DESIGNATES TO BEREMOVED,(RR) DESIGNATES REMOVE AND RELOCATE, REFER TOELECTRICAL DRAWINGSEXISTING HOSE BIBB TO REMAIN, (D) DESIGNATES TO BEREMOVED, REFER TO PLUMBING DRAWINGSEXISTING FLOOR DRAIN TO REMAIN, (D) DESIGNATES TO BEREMOVED, REFER TO PLUMBING DRAWINGSEXISTING DOWNSPOUT TO REMAIN, (D) DESIGNATES TO BEREMOVEDEXISTING ROOF DRAIN TO REMAIN, (D) DESIGNATES TO BEREMOVED, REFER TO PLUMBING DRAWINGS
EK (E)
AED (E)
EP (E)
HB (E)
FD (E)
DS (E)
RD (E)
EXISTING FIRST AID KIT O REMAIN, (D) DESIGNATES TO BEREMOVED AND RETURNED TO OWNERFA (E)
EXISTING WOOD OR HOLLOW METAL DOOR, FRAME ANDHARDWARE TO BE REMOVED U.O.N.
(AS) - ALUMINUM STOREFRONT(CD)- COILING DOOR
EXISTING DOOR AND FRAME TO REMAIN
(E)
EXISTING DRINKING FOUNTAIN TO REMAIN, (D) DESIGNATES TO BEREMOVED, REFER TO PLUMBING DRAWINGSDF (E)
FB (E)EXISTING FLOOR OUTLET TO REMAIN, (D) DESIGNATES TO BEREMOVED
(AS)(CD)
WH (D)EXISTING WATER HEATER TO REMAIN, (D) DESIGNATES TO BEREMOVED, REFER TO PLUMBING DRAWINGS
REFERENCE NOTES: (DEMO)EXISTING PLUMBING FIXTURE TO BE REMOVED, REFER TO PLUMBINGDRAWINGS
1
EXISTING CASEWORK TO BE REMOVED2EXISTING WINDOW TO BE REMOVED3
EXISTING RESTROOM OR EXAM ROOM ACCESSORIES, GRAB BARS, MIRRORS,ETC. TO BE REMOVED
4
EXISTING RUBBER TREAD, RISER AND STRINGER (WHERE EXISTS TODAY) TOBE REMOVED, PREP FOR NEW WORK
5
EXISTING SHEET VINYL FLOORING AND BASE TO BE REMOVED, PREP FOR NEWWORK
6
EXISTING CARPET AND BASE TO BE REMOVED, PREP FOR NEW WORK7EXISTING MARKER BOARD AND/OR PROJECTOR SCREEN TO BE REMOVED ASSALVAGE
8
EXISTING FLOORING TO REMAIN9
EXISTING WALLCOVERING TO BE REMOVED DOWN TO EXISTING SUBSTRATE,PREP FOR NEW WORK
10
EXISTING VCT FLOORING AND BASE TO BE REMOVED, PREP FOR NEW WORK11EXISTING VINYL SIDING AND MATERIALS TO BE REMOVED DOWN TO STUDS12
REMOVE AND REINSTALL EXISTING HANDRAIL AS REQUIRED, PREP AND PAINT13REMOVE EXISTING TELEVISION OR EXAM ROOM COMPUTER STATION ANDRETURN TO OWNER AS SALVAGE
14
EXISTING DENTAL CHAIR TO BE REMOVED AND REINSTALLED15
EXISTING CASEWORK TO REMAIN16
EXISTING PLUMBING FIXTURE TO REMAIN, REFER TO PLUMBING DRAWINGS17EXISTING TELEVISION OR EXAM ROOM COMPUTER STATION TO REMAIN18
EXISTING WINDOW TO REMAIN19
EXISTING COMMUNICATION BOARD OR EQUIPMENT TO REMAIN, (D)DESIGNATES REMOVE, REFER TO ELECTRICAL DRAWINGS
20
EXISTING STAIR TREADS, HANDRAIL, STEEL SUPPORTS TO BE REMOVED INTHEIR ENTIRETY
21
EXISTING BRICK MASONRY VENEER TO BE REMOVED, PREP FOR NEW WORK22EXISTING WOOD STAIR TREADS, STRINGER AND GUARDRAIL TOREMAIN, SAND AND PREP FOR NEW FINISHING WORK, REMOVEAND REPLACE STEEL NOSING (WOOSTER #120)
23
EXISTING RUBBER FLOORING AND BASE TO BE REMOVED24
EXISTING SAFE OR EQUIPMENT TO BE REMOVED AND RETURNED TO OWNER25
EXISTING GUARD TO REMAIN26
EXISTING LOUVERS TO REMAIN, PREP FOR NEW WORK, REFER TOMECHANICAL DRAWINGS FOR MORE INFORMATION
27
EXISTING EQUIPMENT TO REMAIN, REFER TO MECHANICAL AND/ORELECTRICAL DRAWINGS, (D) DESIGNATES EXISTING TO BE REMOVED, (RR)DESIGNATE REMOVE AND RELOCATE
28
LINE OF SAWCUT, REMOVE CONCRETE SLAB ON GRADE, PREP FOR NEW WORK29
WALLS IN THIS AREA MAY CONTAIN LEAD LINING, REMOVE AND DISPOSE OFPER CURRENT DEQ STANDARDS
30
REMOVE EXISTING GYPSUM WALLBOARD OR LATH AND PLASTER DOWN TOEXISTING STUDS
31
EXISTING CONCRETE WALL TO BE REMOVED32
33
EXISTING INTERIOR SLOPED RAMP TO BE REMOVED. PREPARE FOR NEWFRAMED FLOOR FINISH
34
REMOVE EXISTING HARDWARE, REFER TO NEW PLAN AND DOOR SCHEDULE35
CONCRETE COLUMN OR STAIR, PROVIDE CONCRETE PATCHING COMPOUND,PREP FOR NEW FINISH
36
EXISTING BIKE RACK BAR TO BE REMOVED AND REINSTALLED37
REMOVE DOOR ONLY, FRAME TO REMAIN38
FLOOR GRILLS TO REMAIN39
ALL EXISTING FRP TO BE REMOVED, PREPARE WALLS FOR NEW FINISH40
EXISTING RESTROOM ACCESSORIES, DISPENSER, MIRRORS, ETC. TO BEREMOVED. GRAB BARS TO REMAIN AT THIS LOCATION
DEMO EXISTING GYPSUM OR PLASTER TO LET IN COLUMN, REFER TO NEWPLANS
41
A7.0
(E)
DN
EP(D)
27
27
27
27
28
28
28
9
9
9
26
PA
RTI
AL
AD
2.3
RO
OF
AD
2.4
PA
RTI
AL
AD
2.3
RO
OF
AD
2.4
1
5
2
3
4
EP(D) EP(D)
28
EP(D)
2222
15'-8
"2'
-7"
5'-0
1 16"
10'-0
1516
"5'
-0"
2'-6
"5'
-0"
10'-8
1516
"5'
-0"
2'-8
1 16"
15'-8
"2'
-7"
24'-0" 12'-0" 25'-10" 45'-8"
24'-0" 12'-0" 25'-10" 45'-8"
9'-2" 16'-8"
MLH
AD2.4
CORVALLIS, OREGON 97330
BENTON COUNTYHEALTH CLINIC
SHEET
DRAWN
REVISIONS
JOB NO.
DATE
2016.0030
DEC. 18, 2017
In the event conflicts are discovered between theoriginal signed and sealed documents prepared bythe Architects and/or their Consultants, and anycopy of the documents transmitted by mail, fax,electronically or otherwise, the original signed andsealed documents shall govern.
530 NW 27TH STREET
AC+Co ARCHITECTURE | COMMUNITY
CONSTRUCTION DOCUMENTS
NOT FOR CONSTRUCTIONMONTH DAY, YEAR
SCALE:1ROOF PLAN - DEMOLITION
1/8"=1'-0"
A
EA
1
5
1
5
B C D E
2
3
4
2
3
4
B C D
GENERAL NOTES APPLY TO ALL DRAWINGS.
DIMENSIONS ARE TO EXISTING FACE OF WALL, FACE OF NEWFRAMING, AND FACE OF EXISTING CONCRETE UNLESS NOTEDOTHERWISE.
DRAWINGS ARE DIAGRAMMATIC ONLY AND SHOULD NOT BE SCALED.NOTIFY ARCHITECT IMMEDIATELY OF ANY DISCREPANCIES ORQUESTIONABLE DIMENSIONS PRIOR TO PROCEEDING WITH AREA OFQUESTIONABLE WORK.
1.
2.
3.
GENERAL NOTES: SYMBOL LEGEND:
EXISTING DOWNSPOUT TO REMAIN, (D) DESIGNATES DEMO
EXISTING ROOF DRAIN TO REMAIN, (D) DESIGNATES DEMO, REFERTO MECHANICAL DRAWINGS
DS (E)
RD (E)
EXISTING VENT-THRU-ROOF TO REMAIN, REFER TO PLUMBINGDRAWINGS FOR ANY WORKVTR (E)
CRICKET (E)
CRICKET (E)
RD (E)
VTR (E)
DS (D)
DS (D)
DS (D) DS (D) DS (D)
DS (D)
DS (E)
DS (D)
DS (D)
DS (D)
HVAC (D)
HVAC (E)
HVAC (D)
HVAC (E) HVAC (E) HVAC (E) HVAC (E)
HVAC (D)
HVAC (D)
HVAC (E)
HVAC (D)
ELEVATORROOF
GATEDALLEYBELOWDS (D)
FIRSTFLOORROOF
FIRSTFLOORROOF
SECONDFLOORROOF
SECONDFLOORROOF
SECONDFLOORROOF
SECONDFLOORROOF
SECONDFLOORROOF
209'-2"
95'-7
"
209'-2"
95'-7
"
46'-0
"18
'-3"
15'-6
"15
'-10"
27'-8" 36'-0" 71'-6" 74'-0"
15'-1
0"15
'-6"
18'-3
"46
'-0"
74'-0"71'-6"36'-0"27'-8"
RD (E)
VTR (E)
RD (D)
RD (D)
RD (D)
RD (D) RD (D)
RD (D)
RD (D)
RD (D)
CHIMNEY (E)HVAC (D)
2' CURB/PLATFORM (E)
ROOFACCESS(E)
ROOFLADDER(E)
EXISTING HVAC EQUIPMENT, (D) DESIGNATES DEMO
EXISTING EXHAUST FAN TO REMAIN, (D) DESIGNATES DEMO,REFER TO MECHANICAL DRAWINGS
EXISTING MEMBRANE ROOFING TO REMAIN, PREP THIS AREA FORNEW WORK
REFERENCE NOTES:
DEMO EXISTING BRICK MASONRY CHIMNEY DOWN TO 2 FEET ABOVE THE ROOF,PREP FOR NEW CAP, REFER TO MECHANICAL DRAWINGS FOR NEW WORKK
1
REMOVE EXISTING ROOF, SUPPORTS AND ALL STRUCTURE BACK TO THEEXISTING BUILDING
2
EXISTING SHEET METAL ROOF CAP TO REMAIN3EXISTING LADDER TO BE REMOVED AND REINSTALLED, PREP AND PAINT4REMOVE EXISTING METAL CAP FLASHING, PREP FOR NEW WORK5EXISTING ANTENNA TO REMAIN, REMOVE AND REINSTALL IF IMPACTED BY NEWWORK
6
EXISTING LIGHT TO BE REMOVED, REFER TO ELECTRICAL DRAWINGS7EXISTING SHEET METAL GUTTER TO BE REMOVED8EXISTING SHEET METAL FLASHING TO BE REMOVED9EXISTING SHEET METAL DUCTWORK EXPOSED ON ROOF TO BE REMOVED ANDREPLACED PER MECHANICAL DRAWINGS, PROVIDE PATCH AT EACHPENETRATION
10
REMOVED EXISTING MEMBRANE ROOFING, PREP FOR NEW WORK11
EF (D)
EF (E)
RD (D)
4'-0
"TY
P.
(E) SLOPE
(E) SLOPE (E) SLOPE
(E) SLOPE
(E) SLOPE (E) SLOPE
(E) S
LOP
E(E
) SLO
PE
(E) S
LOP
E(E
) SLO
PE
(E) S
LOP
E(E
) SLO
PE
(E) S
LOP
E
VENTILATOR (E)
(E) S
LOP
E
(E) SLOPE
3
7
8
8
2
10 10
5
55
5
5
5
6
6
6
4
10
10
10
2 2
2
2
2
989
8
8
8RD (E)
(E) SLOPE
EXISTING DUCT PENETRATION TO BE REMOVED, REFER TOMECHANICAL DRAWINGS. INFILL OPENING WITH NEW WOODSHEATHING. PREP OR NEW ROOF PATCH
EF (E)
VTR (E)
VTR (E)
VTR (E)
VTR (E) VTR (E)
VTR (E)
VTR (E)
EF (D)
VTR (E)
VTR (E) VTR (E)
VTR (E)VTR (E)
VTR (E)
VTR (E)VTR (E)
VTR (E)
VTR (E)
VTR (E)
VTR (E)
VTR (E)
VTR (E) VTR (E)
VTR (E) VTR (E)
VTR (E) VTR (E)
VTR (E)
VTR (E)
VTR (E) VTR (E) VTR (E) VTR (E) VTR (E)
VTR (E)
VTR (E)VTR (E)VTR (E)VTR (E)
VTR (E)VTR (E)
VTR (E)
VTR (E)
VTR (E)
VTR (E) VTR (E)
VTR (E)
HB (D)
VTR (E)
EXISTING ANTENNA TO BE REMOVED AND REINSTALLED, REFER TO ELECTRICALDRAWING
12
7
12
ALTERNATE NO. 2, REFER TOMECHANICAL DRAWINGS
MLH
AD2.5
CORVALLIS, OREGON 97330
BENTON COUNTYHEALTH CLINIC
SHEET
DRAWN
REVISIONS
JOB NO.
DATE
2016.0030
DEC. 18, 2017
In the event conflicts are discovered between theoriginal signed and sealed documents prepared bythe Architects and/or their Consultants, and anycopy of the documents transmitted by mail, fax,electronically or otherwise, the original signed andsealed documents shall govern.
530 NW 27TH STREET
AC+Co ARCHITECTURE | COMMUNITY
CONSTRUCTION DOCUMENTS
NOT FOR CONSTRUCTIONMONTH DAY, YEAR
FE (D)DF (D)
GENERAL NOTES APPLY TO ALL DRAWINGS.
DIMENSIONS ARE TO EXISTING FACE OF WALL, FACE OF NEWFRAMING, AND FACE OF EXISTING CONCRETE UNLESS NOTEDOTHERWISE.
DRAWINGS ARE DIAGRAMMATIC ONLY AND SHOULD NOT BE SCALED.NOTIFY ARCHITECT IMMEDIATELY OF ANY DISCREPANCIES ORQUESTIONABLE DIMENSIONS PRIOR TO PROCEEDING WITH AREA OFQUESTIONABLE WORK.
1.
2.
3.
GENERAL NOTES:
SYMBOL LEGEND:EXISTING CONCRETE WALL TO REMAIN
EXISTING WOOD FRAMED INTERIOR PARTITION WALL TO REMAIN
EXISTING CONCRETE COLUMN TO REMAIN
EXISTING WOOD COLUMN TO REMAIN
EXISTING STEEL COLUMN TO REMAIN
EXISTING FIRE EXTINGUISHER TO REMAIN, (D) DESIGNATES TO BEREMOVED AND RETURNED TO OWNER, (RR) DESIGNATES REMOVEAND REINSTALLEXISTING FIRE EXTINGUISHER CABINET TO REMAIN, (D)DESIGNATES TO BE REMOVED AND RETURNED TO OWNER, (RR)DESIGNATES REMOVE AND REINSTALL
EXISTING EMERGENCY KIT TO REMAIN, (D) DESIGNATES TO BEREMOVED AND RETURNED TO OWNER
EXISTING AUTOMATED EXTERNAL DEFIBRILLATOR (AED) TOREMAIN, (D) DESIGNATES TO BE REMOVED AND RETURNED TOOWNEREXISTING ELECTRICAL PANEL TO REMAIN, (D) DESIGNATES TO BEREMOVED,(RR) DESIGNATES REMOVE AND RELOCATE, REFER TOELECTRICAL DRAWINGSEXISTING HOSE BIBB TO REMAIN, (D) DESIGNATES TO BEREMOVED, REFER TO PLUMBING DRAWINGSEXISTING FLOOR DRAIN TO REMAIN, (D) DESIGNATES TO BEREMOVED, REFER TO PLUMBING DRAWINGSEXISTING DOWNSPOUT TO REMAIN, (D) DESIGNATES TO BEREMOVEDEXISTING ROOF DRAIN TO REMAIN, (D) DESIGNATES TO BEREMOVED, REFER TO PLUMBING DRAWINGS
EXISTING WOOD OR HOLLOW METAL DOOR, FRAME ANDHARDWARE TO BE REMOVED U.O.N.
(AS) - ALUMINUM STOREFRONT(CD)- COILING DOOR
EXISTING DOOR AND FRAME TO REMAIN
(E)
COL (E)
FE (E)
FEC (E)
EK (E)
AED (E)
EP (E)
HB (E)
FD (E)
DS (E)
RD (E)
COL (E)
COL (E)
EXISTING FIRST AID KIT O REMAIN, (D) DESIGNATES TO BEREMOVED AND RETURNED TO OWNERFA (E)
EXISTING DRINKING FOUNTAIN TO REMAIN, (D) DESIGNATES TO BEREMOVED, REFER TO PLUMBING DRAWINGSDF (E)
FB (E)EXISTING FLOOR OUTLET TO REMAIN, (D) DESIGNATES TO BEREMOVED
EXISTING WOOD FRAMED WALL TO BE REMOVED, BIDDER TOASSUME PLASTER AND GYPSUM WALLBOARD ARE PRESENT ASFINISHES
(AS)(CD)
WH (D)EXISTING WATER HEATER TO REMAIN, (D) DESIGNATES TO BEREMOVED, REFER TO PLUMBING DRAWINGS
7 7 7
7
7 7
7
32
88
8
2
31 31
31 31
31
EP (E)
EP (D)
SCALE:1SECOND PARTIAL FLOOR PLAN - DEMOLITION (SOUTH) - ADD ALTERNATE NO. 1
1/8"=1'-0"
2
3
D
2
3
D
MA
TCH
1/A
D2.
5
LIN
EA
D2.
2.2
MA
TCH
1/A
D2.
5
LIN
EA
D2.
2.2
CHASE (E)
55'-4"
7'-9
"15
'-6"
4'-6
"
4'-6
"15
'-6"
10'-2
"
55'-4"
COL (E)
COL (E)
COL (E)
COL (D)
COL (D)
REFERENCE NOTES: (DEMO)EXISTING PLUMBING FIXTURE TO BE REMOVED, REFER TO PLUMBINGDRAWINGS
1
EXISTING CASEWORK TO BE REMOVED2EXISTING WINDOW TO BE REMOVED3EXISTING RESTROOM OR EXAM ROOM ACCESSORIES, GRAB BARS, MIRRORS,ETC. TO BE REMOVED
4
EXISTING RUBBER TREAD, RISER AND STRINGER (WHERE EXISTS TODAY) TOBE REMOVED, PREP FOR NEW WORK
5
EXISTING SHEET VINYL FLOORING AND BASE TO BE REMOVED, PREP FOR NEWWORK
6
EXISTING CARPET AND BASE TO BE REMOVED, PREP FOR NEW WORK7
EXISTING MARKER BOARD AND/OR PROJECTOR SCREEN TO BE REMOVED ASSALVAGE
8
EXISTING FLOORING TO REMAIN9EXISTING WALLCOVERING TO BE REMOVED DOWN TO EXISTING SUBSTRATE,PREP FOR NEW WORK
10
EXISTING VCT FLOORING AND BASE TO BE REMOVED, PREP FOR NEW WORK11EXISTING VINYL SIDING AND MATERIALS TO BE REMOVED DOWN TO STUDS12
REMOVE AND REINSTALL EXISTING HANDRAIL AS REQUIRED, PREP AND PAINT13
REMOVE EXISTING TELEVISION OR EXAM ROOM COMPUTER STATION ANDRETURN TO OWNER AS SALVAGE
14
EXISTING DENTAL CHAIR TO BE REMOVED AND REINSTALLED15EXISTING CASEWORK TO REMAIN16EXISTING PLUMBING FIXTURE TO REMAIN, REFER TO PLUMBING DRAWINGS17EXISTING TELEVISION OR EXAM ROOM COMPUTER STATION TO REMAIN18EXISTING WINDOW TO REMAIN19EXISTING COMMUNICATION BOARD OR EQUIPMENT TO REMAIN, (D)DESIGNATES REMOVE, REFER TO ELECTRICAL DRAWINGS
20
EXISTING STAIR TREADS, HANDRAIL, STEEL SUPPORTS TO BE REMOVED INTHEIR ENTIRETY
21
EXISTING BRICK MASONRY VENEER TO BE REMOVED, PREP FOR NEW WORK22EXISTING WOOD STAIR TREADS, STRINGER AND GUARDRAIL TOREMAIN, SAND AND PREP FOR NEW FINISHING WORK, REMOVEAND REPLACE STEEL NOSING (WOOSTER #120)
23
EXISTING RUBBER FLOORING AND BASE TO BE REMOVED24
EXISTING SAFE OR EQUIPMENT TO BE REMOVED AND RETURNED TO OWNER25EXISTING GUARD TO REMAIN26EXISTING LOUVERS TO REMAIN, PREP FOR NEW WORK, REFER TOMECHANICAL DRAWINGS FOR MORE INFORMATION
27
EXISTING EQUIPMENT TO REMAIN, REFER TO MECHANICAL AND/ORELECTRICAL DRAWINGS, (D) DESIGNATES EXISTING TO BE REMOVED, (RR)DESIGNATE REMOVE AND RELOCATE
28
LINE OF SAWCUT, REMOVE CONCRETE SLAB ON GRADE, PREP FOR NEW WORK29WALLS IN THIS AREA MAY CONTAIN LEAD LINING, REMOVE AND DISPOSE OFPER CURRENT DEQ STANDARDS
30
REMOVE EXISTING GYPSUM WALLBOARD OR LATH AND PLASTER DOWN TOEXISTING STUDS
31
EXISTING CONCRETE WALL TO BE REMOVED32
33
EXISTING INTERIOR SLOPED RAMP TO BE REMOVED. PREPARE FOR NEWFRAMED FLOOR FINISH
34
REMOVE EXISTING HARDWARE, REFER TO NEW PLAN AND DOOR SCHEDULE35
CONCRETE COLUMN OR STAIR, PROVIDE CONCRETE PATCHING COMPOUND,PREP FOR NEW FINISH
36
EXISTING BIKE RACK BAR TO BE REMOVED AND REINSTALLED37REMOVE DOOR ONLY, FRAME TO REMAIN38FLOOR GRILLS TO REMAIN39ALL EXISTING FRP TO BE REMOVED, PREPARE WALLS FOR NEW FINISH40
EXISTING RESTROOM ACCESSORIES, DISPENSER, MIRRORS, ETC. TO BEREMOVED. GRAB BARS TO REMAIN AT THIS LOCATION
DEMO EXISTING GYPSUM OR PLASTER TO LET IN COLUMN, REFER TO NEWPLANS
41
A7.0
AREAINCLUDEDIN BASEBID
1AD2.2.1
NOTE:ALL EXTERIOR PERIMETERWALL WORK (DEMO ANDNEW) ARE PART OF BASEBID, REFER TO SHEETAD2.2.1
2
88
8
16'-1" 15'-1" 14'-10" 9'-4"
9'-5" 6'-8"
4'-1
1"2'
-10"
7'-1
0"3'
-10"
3'-1
0"4'
-6"
2'-2
"
8"
15'-0" 2'-4" 23'-11" 4'-9" 9'-4"
3'-5"
1'-4"
7'-1
0"2'
-4"1
'-6"
3'-1
1"2'
-5"
1'-1
"
2'-9
"3'
-10"
MLH
AD3.0
CORVALLIS, OREGON 97330
BENTON COUNTYHEALTH CLINIC
SHEET
DRAWN
REVISIONS
JOB NO.
DATE
2016.0030
DEC. 18, 2017
In the event conflicts are discovered between theoriginal signed and sealed documents prepared bythe Architects and/or their Consultants, and anycopy of the documents transmitted by mail, fax,electronically or otherwise, the original signed andsealed documents shall govern.
530 NW 27TH STREET
AC+Co ARCHITECTURE | COMMUNITY
CONSTRUCTION DOCUMENTS
NOT FOR CONSTRUCTIONMONTH DAY, YEAR
FIRST FLOOR0'-0"
SECOND FLOOR10'-4-1/2"
MACHINE ROOM20'-5"
A B C D E
FIRST
SECOND 9'-
MACHINE ROOM20'-5"
5 4 3 2 1
S
FIRST FLOOR-0'-2"
FIRST FLOOR9'-10"
SCALE:1EXISTING EAST ELEVATION - DEMOLITION
SCALE:2EXISTING NORTH ELEVATION - DEMOLITION
SCALE:3EXISTING ALLEY ELEVATIONS - DEMOLITION
FIRST FLOOR0'-0"
SECOND FLOOR10'-4-1/2"
E
E
REFERENCE NOTES: (DEMO)EXISTING WINDOW TO BE REMOVED, PREP FOR NEW WORK1EXISTING VINYL SIDING TO BE REMOVED DOWN TO EXISTING SHEATHING,PREP FOR NEW WORK
2
EXISTING BRICK VENEER TO BE REMOVED DOWN TO EXISTING SHEATHING,PREP FOR NEW WORK
3
EXISTING FASCIA TO BE REMOVED, PREP FOR NEW PARAPET, REFER TOSTRUCTURAL
4
EXISTING COLUMN TO REMAIN, PREP FOR NEW FINISH, (D) DESIGNATESEXISTING TO BE REMOVED
5
EXISTING DOOR AND FRAME TO REMAIN, PROTECT AT ALL TIMES6EXISTING ELECTRICAL EQUIPMENT TO REMAIN, (D) DESIGNATES EXISTING TOBE REMOVED, REFER TO ELECTRICAL DRAWINGS
7
EXISTING DOWNSPOUT TO BE REMOVED8
EXISTING ROOF TO BE REMOVED BACK TO EXISTING STRUCTURE9
EXISTING RAILING TO REMAIN, PREP FOR NEW FINISH10
EXISTING SIGN TO BE REMOVED AND RETURNED TO OWNER AS SALVAGE11EXISTING GATE TO BE REMOVED AND REINSTALLED, PREP FOR NEW FINISH12
EXISTING HVAC EQUIPMENT TO REMAIN, (D) DESIGNATES EXISTING TO BEREMOVED, REFER TO MECHANICAL DRAWINGS
13
EXISTING STEEL LADDER TO BE REMOVED AND REINSTALLED, PREP FOR NEWFINISH
14
EXISTING LOUVERS TO REMAIN, PREP FOR NEW PAINT FINISH15
EXISTING WALL TO BE REMOVED FOR NEW WORK, REFER TO NEW ELEVATIONSAND PLANS, WOOD WILL FRAMING U.O.N., (CONC.) DENOTES CONCRETESUBSTRATE
16
EXISTING EXISTING GAS LINE, VAULT AND FDL TO BE MODIFIED, REFER TOMECHANICAL/PLUMBING DRAWINGS
17
4 2
1 1
1
1
1
1
2
273 3 2 3
1
1
2 4 2
1
1
1
1
3 27 3 7(D)
13(D)
8
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
8
9
10
15 4 15 14 15
2 2 2 2 2
4 2 4 8 8
4 2 4 2 47 (D)
7 (D)
13 (D)1
1 1
11
3438
2
6341296295 (D)
1 1
3 2 2
17
(D)
3
7(D)
16
16
16
16
16
16
16
16
16
16
16 16
16
1616
16 16 16 16 16 16 16
16
16
16
16
16 1616 16
16161616
16 16 16 16 16
FIRST FLOOR0'-0"
SECOND FLOOR10'-4-1/2"
E D C B A
T.O. HEAD17'-6"
FIRST FLOOR0'-0"
SECOND FLOOR10'-4-1/2"
1 2 3 4 5
SCALE:1EXISTING WEST ELEVATION - DEMOLITION
SCALE:2EXISTING SOUTH ELEVATION - DEMOLITION
MLH
AD3.1
CORVALLIS, OREGON 97330
BENTON COUNTYHEALTH CLINIC
SHEET
DRAWN
REVISIONS
JOB NO.
DATE
2016.0030
DEC. 18, 2017
In the event conflicts are discovered between theoriginal signed and sealed documents prepared bythe Architects and/or their Consultants, and anycopy of the documents transmitted by mail, fax,electronically or otherwise, the original signed andsealed documents shall govern.
530 NW 27TH STREET
AC+Co ARCHITECTURE | COMMUNITY
CONSTRUCTION DOCUMENTS
NOT FOR CONSTRUCTIONMONTH DAY, YEAR
REFERENCE NOTES: (DEMO)EXISTING WINDOW TO BE REMOVED, PREP FOR NEW WORK1EXISTING VINYL SIDING TO BE REMOVED DOWN TO EXISTING SHEATHING,PREP FOR NEW WORK
2
EXISTING BRICK VENEER TO BE REMOVED DOWN TO EXISTING SHEATHING,PREP FOR NEW WORK
3
EXISTING FASCIA TO BE REMOVED, PREP FOR NEW PARAPET, REFER TOSTRUCTURAL
4
EXISTING COLUMN TO REMAIN, PREP FOR NEW FINISH, (D) DESIGNATESEXISTING TO BE REMOVED
5
EXISTING DOOR AND FRAME TO REMAIN, PROTECT AT ALL TIMES6
EXISTING ELECTRICAL EQUIPMENT TO REMAIN, (D) DESIGNATES EXISTING TOBE REMOVED, REFER TO ELECTRICAL DRAWINGS
7
EXISTING DOWNSPOUT TO BE REMOVED8EXISTING ROOF TO BE REMOVED BACK TO EXISTING STRUCTURE9EXISTING RAILING TO REMAIN, PREP FOR NEW FINISH10EXISTING SIGN TO BE REMOVED AND RETURNED TO OWNER AS SALVAGE11EXISTING GATE TO BE REMOVED AND REINSTALLED, PREP FOR NEW FINISH12
EXISTING HVAC EQUIPMENT TO REMAIN, (D) DESIGNATES EXISTING TO BEREMOVED, REFER TO MECHANICAL DRAWINGS
13
EXISTING STEEL LADDER TO BE REMOVED AND REINSTALLED, PREP FOR NEWFINISH
14
EXISTING LOUVERS TO REMAIN, PREP FOR NEW PAINT FINISH15EXISTING WALL TO BE REMOVED FOR NEW WORK, REFER TO NEW ELEVATIONSAND PLANS, WOOD WILL FRAMING U.O.N., (CONC.) DENOTES CONCRETESUBSTRATE
16
EXISTING EXISTING GAS LINE, VAULT AND FDL TO BE MODIFIED, REFER TOMECHANICAL/PLUMBING DRAWINGS
17
10
9
4
8
4
1 1 1 1 1 1 1
1 1
8 4 4 2
2 4
3
1
4 1
2
1
1 1 1 1 1
3
5TYP OF (7)(D)
4
1 1
2
4 2 13(D)
4
2
11
33 613(D)
2 4 8 4
1 1
11
1
1 1
1
1
11
11
3 5(D)
2 2 16 4 4 16
7(D)
7(D)
8
2 44
2 4
7(D)
7(D)
16 16 16 16 16
16 16 16 16
16
16
16 16
16
16 16
16 16
16 16
16 16 16 16 16 16 16
1616
16 16 16 16 1616 16
(CONC)(CONC)
16
MLH
AD6.0
CORVALLIS, OREGON 97330
BENTON COUNTYHEALTH CLINIC
SHEET
DRAWN
REVISIONS
JOB NO.
DATE
2016.0030
DEC. 18, 2017
In the event conflicts are discovered between theoriginal signed and sealed documents prepared bythe Architects and/or their Consultants, and anycopy of the documents transmitted by mail, fax,electronically or otherwise, the original signed andsealed documents shall govern.
530 NW 27TH STREET
AC+Co ARCHITECTURE | COMMUNITY
CONSTRUCTION DOCUMENTS
NOT FOR CONSTRUCTIONMONTH DAY, YEAR
SCALE:1BASEMENT PARTIAL REFLECTED CEILING PLAN - DEMOLITION (SOUTH)
1/8"=1'-0"
A
A
1
5
B C D
2
3
4
B C D
GENERAL NOTES APPLY TO ALL DRAWINGS.
DIMENSIONS ARE TO EXISTING FACE OF WALL, FACE OF NEWFRAMING, AND FACE OF EXISTING CONCRETE UNLESS NOTEDOTHERWISE.
DRAWINGS ARE DIAGRAMMATIC ONLY AND SHOULD NOT BE SCALED.NOTIFY ARCHITECT IMMEDIATELY OF ANY DISCREPANCIES ORQUESTIONABLE DIMENSIONS PRIOR TO PROCEEDING WITH AREA OFQUESTIONABLE WORK.
1.
2.
3.
GENERAL NOTES:
135'-2"
71'-6"36'-0"27'-8"
95'-7
"
46'-0
"18
'-3"
15'-6
"15
'-10"
135'-2"
27'-8" 36'-0" 71'-6"
95'-7
"
15'-1
0"15
'-6"
18'-3
"46
'-0"
MA
TCH
AD
6.0
FOU
ND
ATI
ON
- N
OT
SH
OW
N
MA
TCH
A
D6.
0
FOU
ND
ATI
ON
- N
OT
SH
OW
N
1
5
2
3
4
1
1 3
2
1
3
2
2
2
1
3
SYMBOL LEGEND:
EXISTING 1'x1' ACOUSTICAL CEILING TILE PLASTER SUBSTRATEAND ALL FURRING AND WOOD SUPPORT FRAMING TO BE REMOVE
EXISTING 2'x4' SUSPENDED ACOUSTICAL CEILING TILE SYSTEM TOBE REMOVED
EXISTING 1'x1' ACOUSTICAL CEILING TILE PLASTER SUBSTRATEAND ALL FURRING AND WOOD SUPPORT FRAMING TO REMAIN
EXISTING 2'x4' SUSPENDED ACOUSTICAL CEILING TILE SYSTEM TOREMAIN
EXISTING EXISTING LIGHT FIXTURES TO BE REMOVED. REFER TOELECTRICAL DRAWINGS
EXISTING EXISTING LIGHT FIXTURES TO REMAIN. REFER TOELECTRICAL DRAWINGS
REFERENCE NOTES: (DEMO)
OPEN TO STRUCTURE ABOVE1
EXISTING GYPSUM WALLBOARD CEILING AND SUPPORTS TO BE REMOVED,GYPSUM WALLBOARD ONLY AT SIM.
2
EXISTING TO REMAIN3REMOVE EXISTING WOOD SOFFIT4EXISTING ROOF BEING REMOVED, REFER TO STRUCTURAL DRAWINGS5EXISTING GYPSUM WALLBOARD TO REMAIN6EXISTING ROOF HATCH TO REMAIN7EXISTING WOOD SOFFIT BOARD TO BE REMOVED8
EXISTING EXIT LIGHT FIXTURES TO BE REMOVED. REFER TOELECTRICAL DRAWINGSEXISTING EXIT LIGHT FIXTURES TO REMAIN. REFER TO ELECTRICADRAWINGS
(D)
(E)
EXISTING HVAC (EXHAUST, DIFFUSER, RETURN AIR) TO BEREMOVED. REFER TO HVAC DRAWINGS
EXISTING HVAC (EXHAUST, DIFFUSER, RETURN AIR) TO REMAIN.REFER TO HVAC DRAWINGS
8'-0" ELEVATION OF FINISH CEILING ABOVE FINISH FLOOR, REFER TOFINISH SCHEDULE IN SPECIFICATIONS FOR ADDITIONALINFORMATION
COL (D) COL (D) COL (D) COL (D) COL (D) COL (D) COL (D)
COL (E)
COL (E)
COL (E)COL (E) COL (E)
COL (E)
COL (E)
COL (E)
COL (E) COL (E)
COL (E)
COL (E)
8
COL (E)
COL (E)
2
MLH
AD6.1.1
A
A
1
5
B C D
2
3
4
B C D
CORVALLIS, OREGON 97330
BENTON COUNTYHEALTH CLINIC
SHEET
DRAWN
REVISIONS
JOB NO.
DATE
2016.0030
DEC. 18, 2017
In the event conflicts are discovered between theoriginal signed and sealed documents prepared bythe Architects and/or their Consultants, and anycopy of the documents transmitted by mail, fax,electronically or otherwise, the original signed andsealed documents shall govern.
530 NW 27TH STREET
AC+Co ARCHITECTURE | COMMUNITY
CONSTRUCTION DOCUMENTS
NOT FOR CONSTRUCTIONMONTH DAY, YEAR
SCALE:1FIRST PARTIAL REFELCTED CEILING PLAN - DEMOLITION (SOUTH)
1/8"=1'-0"
GENERAL NOTES APPLY TO ALL DRAWINGS.
DIMENSIONS ARE TO EXISTING FACE OF WALL, FACE OF NEWFRAMING, AND FACE OF EXISTING CONCRETE UNLESS NOTEDOTHERWISE.
DRAWINGS ARE DIAGRAMMATIC ONLY AND SHOULD NOT BE SCALED.NOTIFY ARCHITECT IMMEDIATELY OF ANY DISCREPANCIES ORQUESTIONABLE DIMENSIONS PRIOR TO PROCEEDING WITH AREA OFQUESTIONABLE WORK.
1.
2.
3.
GENERAL NOTES:
135'-2"
71'-6"36'-0"27'-8"
95'-7
"
46'-0
"18
'-3"
15'-6
"15
'-10"
135'-2"
27'-8" 36'-0" 71'-6"
95'-7
"
15'-1
0"15
'-6"
18'-3
"46
'-0"
(D)(D)
DS (D)
MA
TCH
AD
6.1.
1
LIN
EA
D6.
1.2
MA
TCH
A
D6.
1.1
LIN
EA
D6.
1.2
1
5
2
3
4
CHASE (E)
CHASE (E)
DS (D)
DS (D)
RD (D)
4
4
4
4COL (D)COL (D)COL (D)COL (D)COL (D)COL (D)COL (D)
4
6
2
(D)
COL (E)22COL (E)2
COL (E)
RD (D) RD (D)
2
(D)
COL (E)
4
4
4
RD (D)
RD (D)
RD (E)COL (E)
COL (E)
COL (E)
COL (E)
COL (E)
2
2 2
2
2 2
2
2
2
2RD (E)COL (E)
(D)
2
COL (E)
RD (E)
4
4
COL (D)
COL (D)
5
SYMBOL LEGEND:
EXISTING 1'x1' ACOUSTICAL CEILING TILE PLASTER SUBSTRATEAND ALL FURRING AND WOOD SUPPORT FRAMING TO BE REMOVED
EXISTING 2'x4' SUSPENDED ACOUSTICAL CEILING TILE SYSTEM TOBE REMOVED
EXISTING 1'x1' ACOUSTICAL CEILING TILE PLASTER SUBSTRATEAND ALL FURRING AND WOOD SUPPORT FRAMING TO REMAIN
EXISTING 2'x4' SUSPENDED ACOUSTICAL CEILING TILE SYSTEM TOREMAIN
EXISTING EXISTING LIGHT FIXTURES TO BE REMOVED. REFER TOELECTRICAL DRAWINGS
EXISTING EXISTING LIGHT FIXTURES TO REMAIN. REFER TOELECTRICAL DRAWINGS
REFERENCE NOTES: (DEMO)
OPEN TO STRUCTURE ABOVE1
EXISTING GYPSUM WALLBOARD CEILING AND SUPPORTS TO BE REMOVED,GYPSUM WALLBOARD ONLY AT SIM.
2
EXISTING TO REMAIN3REMOVE EXISTING WOOD SOFFIT4EXISTING ROOF BEING REMOVED, REFER TO STRUCTURAL DRAWINGS5EXISTING GYPSUM WALLBOARD TO REMAIN6EXISTING ROOF HATCH TO REMAIN7EXISTING WOOD SOFFIT BOARD TO BE REMOVED8
EXISTING EXIT LIGHT FIXTURES TO BE REMOVED. REFER TOELECTRICAL DRAWINGSEXISTING EXIT LIGHT FIXTURES TO REMAIN. REFER TO ELECTRICADRAWINGS
(D)
(E)
EXISTING HVAC (EXHAUST, DIFFUSER, RETURN AIR) TO BEREMOVED. REFER TO HVAC DRAWINGS
EXISTING HVAC (EXHAUST, DIFFUSER, RETURN AIR) TO REMAIN.REFER TO HVAC DRAWINGS
8'-0" ELEVATION OF FINISH CEILING ABOVE FINISH FLOOR, REFER TOFINISH SCHEDULE IN SPECIFICATIONS FOR ADDITIONALINFORMATION
SIM
4
COL (E)
COL (E)
COL (E)
COL (D)
COL (D)
COL (D)
MLH
AD6.1.2E
1
5
D E
2
3
4
D
CORVALLIS, OREGON 97330
BENTON COUNTYHEALTH CLINIC
SHEET
DRAWN
REVISIONS
JOB NO.
DATE
2016.0030
DEC. 18, 2017
In the event conflicts are discovered between theoriginal signed and sealed documents prepared bythe Architects and/or their Consultants, and anycopy of the documents transmitted by mail, fax,electronically or otherwise, the original signed andsealed documents shall govern.
530 NW 27TH STREET
AC+Co ARCHITECTURE | COMMUNITY
CONSTRUCTION DOCUMENTS
NOT FOR CONSTRUCTIONMONTH DAY, YEAR
SCALE:1FIRST PARTIAL REFELCTED CEILING PLAN - DEMOLITION (NORTH)
1/8"=1'-0"
GENERAL NOTES APPLY TO ALL DRAWINGS.
DIMENSIONS ARE TO EXISTING FACE OF WALL, FACE OF NEWFRAMING, AND FACE OF EXISTING CONCRETE UNLESS NOTEDOTHERWISE.
DRAWINGS ARE DIAGRAMMATIC ONLY AND SHOULD NOT BE SCALED.NOTIFY ARCHITECT IMMEDIATELY OF ANY DISCREPANCIES ORQUESTIONABLE DIMENSIONS PRIOR TO PROCEEDING WITH AREA OFQUESTIONABLE WORK.
1.
2.
3.
GENERAL NOTES:
74'-0"
95'-7
"
46'-0
"18
'-3"
15'-6
"15
'-10"
74'-0"
95'-7
"
15'-1
0"15
'-6"
18'-3
"46
'-0"
(E)(E)
(D)
DS (D)DS (D)
MA
TCH
AD
6.1.
1
LIN
EA
D6.
1.2
MA
TCH
A
D6.
1.1
LIN
EA
D6.
1.2
1
5
2
3
4
DS (D)
DS (D)
5
5
DS (D)
RD (D)
4
SYMBOL LEGEND:
EXISTING 1'x1' ACOUSTICAL CEILING TILE PLASTER SUBSTRATEAND ALL FURRING AND WOOD SUPPORT FRAMING TO BE REMOVED
EXISTING 2'x4' SUSPENDED ACOUSTICAL CEILING TILE SYSTEM TOBE REMOVED
EXISTING 1'x1' ACOUSTICAL CEILING TILE PLASTER SUBSTRATEAND ALL FURRING AND WOOD SUPPORT FRAMING TO REMAIN
EXISTING 2'x4' SUSPENDED ACOUSTICAL CEILING TILE SYSTEM TOREMAIN
EXISTING EXISTING LIGHT FIXTURES TO BE REMOVED. REFER TOELECTRICAL DRAWINGS
EXISTING EXISTING LIGHT FIXTURES TO REMAIN. REFER TOELECTRICAL DRAWINGS
REFERENCE NOTES: (DEMO)
OPEN TO STRUCTURE ABOVE1
EXISTING GYPSUM WALLBOARD CEILING AND SUPPORTS TO BE REMOVED,GYPSUM WALLBOARD ONLY AT SIM.
2
EXISTING TO REMAIN3REMOVE EXISTING WOOD SOFFIT4EXISTING ROOF BEING REMOVED, REFER TO STRUCTURAL DRAWINGS5EXISTING GYPSUM WALLBOARD TO REMAIN6EXISTING ROOF HATCH TO REMAIN7EXISTING WOOD SOFFIT BOARD TO BE REMOVED8
EXISTING EXIT LIGHT FIXTURES TO BE REMOVED. REFER TOELECTRICAL DRAWINGSEXISTING EXIT LIGHT FIXTURES TO REMAIN. REFER TO ELECTRICADRAWINGS
(D)
(E)
EXISTING HVAC (EXHAUST, DIFFUSER, RETURN AIR) TO BEREMOVED. REFER TO HVAC DRAWINGS
EXISTING HVAC (EXHAUST, DIFFUSER, RETURN AIR) TO REMAIN.REFER TO HVAC DRAWINGS
8'-0" ELEVATION OF FINISH CEILING ABOVE FINISH FLOOR, REFER TOFINISH SCHEDULE IN SPECIFICATIONS FOR ADDITIONALINFORMATION
MLH
AD6.2.1
CORVALLIS, OREGON 97330
BENTON COUNTYHEALTH CLINIC
SHEET
DRAWN
REVISIONS
JOB NO.
DATE
2016.0030
DEC. 18, 2017
In the event conflicts are discovered between theoriginal signed and sealed documents prepared bythe Architects and/or their Consultants, and anycopy of the documents transmitted by mail, fax,electronically or otherwise, the original signed andsealed documents shall govern.
530 NW 27TH STREET
AC+Co ARCHITECTURE | COMMUNITY
CONSTRUCTION DOCUMENTS
NOT FOR CONSTRUCTIONMONTH DAY, YEAR
SCALE:1SECOND REFLECTED CEILING PLAN - DEMOLITION
1/8"=1'-0"
A
A
1
5
B C D
2
3
4
B C D
GENERAL NOTES APPLY TO ALL DRAWINGS.
DIMENSIONS ARE TO EXISTING FACE OF WALL, FACE OF NEWFRAMING, AND FACE OF EXISTING CONCRETE UNLESS NOTEDOTHERWISE.
DRAWINGS ARE DIAGRAMMATIC ONLY AND SHOULD NOT BE SCALED.NOTIFY ARCHITECT IMMEDIATELY OF ANY DISCREPANCIES ORQUESTIONABLE DIMENSIONS PRIOR TO PROCEEDING WITH AREA OFQUESTIONABLE WORK.
1.
2.
3.
GENERAL NOTES:
135'-2"
71'-6"36'-0"27'-8"
95'-7
"
46'-0
"18
'-3"
15'-6
"15
'-10"
71'-6"36'-0"27'-8"
95'-7
"
15'-1
0"15
'-6"
18'-3
"46
'-0"
DS (D)
DS (D)
ADD ALT. NO. 1REFER TO SHEETAD6.4
MA
TCH
AD
6.2.
1
LIN
EA
D6.
2.2
MA
TCH
A
D6.
2.1
LIN
EA
D6.
2.2
1
5
2
3
4
135'-2"
CHASE(E)
CHASE(E)
SYMBOL LEGEND:
EXISTING 1'x1' ACOUSTICAL CEILING TILE PLASTER SUBSTRATEAND ALL FURRING AND WOOD SUPPORT FRAMING TO BE REMOVE
EXISTING 2'x4' SUSPENDED ACOUSTICAL CEILING TILE SYSTEM TOBE REMOVED
EXISTING 1'x1' ACOUSTICAL CEILING TILE PLASTER SUBSTRATEAND ALL FURRING AND WOOD SUPPORT FRAMING TO REMAIN
EXISTING 2'x4' SUSPENDED ACOUSTICAL CEILING TILE SYSTEM TOREMAIN
EXISTING EXISTING LIGHT FIXTURES TO BE REMOVED. REFER TOELECTRICAL DRAWINGS
EXISTING EXISTING LIGHT FIXTURES TO REMAIN. REFER TOELECTRICAL DRAWINGS
REFERENCE NOTES: (DEMO)
OPEN TO STRUCTURE ABOVE1
EXISTING GYPSUM WALLBOARD CEILING AND SUPPORTS TO BE REMOVED,GYPSUM WALLBOARD ONLY AT SIM.
2
EXISTING TO REMAIN3REMOVE EXISTING WOOD SOFFIT4EXISTING ROOF BEING REMOVED, REFER TO STRUCTURAL DRAWINGS5EXISTING GYPSUM WALLBOARD TO REMAIN6EXISTING ROOF HATCH TO REMAIN7EXISTING WOOD SOFFIT BOARD TO BE REMOVED8
COL (E) COL (E)
RD (D) RD (D)
(D)
(D)
(D)
COL (E)
COL (E)
COL (E)
COL (E)COL (E)
COL (E) COL (E)
COL (E)
COL (E) COL (E) COL (E) COL (E)
COL (E)
(D)
(D)
COL (E)RD (E)
RD (E)
RD (E)
(D)
6
2
2
2
2
6
2
2
2
26
RD (D)
EXISTING EXIT LIGHT FIXTURES TO BE REMOVED. REFER TOELECTRICAL DRAWINGSEXISTING EXIT LIGHT FIXTURES TO REMAIN. REFER TO ELECTRICADRAWINGS
(D)
(E)
EXISTING HVAC (EXHAUST, DIFFUSER, RETURN AIR) TO BEREMOVED. REFER TO HVAC DRAWINGS
EXISTING HVAC (EXHAUST, DIFFUSER, RETURN AIR) TO REMAIN.REFER TO HVAC DRAWINGS
8'-0" ELEVATION OF FINISH CEILING ABOVE FINISH FLOOR, REFER TOFINISH SCHEDULE IN SPECIFICATIONS FOR ADDITIONALINFORMATION
COL (E)
RD (E)
ROD(E)
ROD(E)
COL (E)
COL (E)
CORVALLIS, OREGON 97330
BENTON COUNTYHEALTH CLINIC
SHEET
DRAWN
REVISIONS
JOB NO.
DATE
2016.0030
DEC. 18, 2017
In the event conflicts are discovered between theoriginal signed and sealed documents prepared bythe Architects and/or their Consultants, and anycopy of the documents transmitted by mail, fax,electronically or otherwise, the original signed andsealed documents shall govern.
530 NW 27TH STREET
AC+Co ARCHITECTURE | COMMUNITY
CONSTRUCTION DOCUMENTS
NOT FOR CONSTRUCTIONMONTH DAY, YEAR
E
1
5
D E
2
3
4
D
GENERAL NOTES APPLY TO ALL DRAWINGS.
DIMENSIONS ARE TO EXISTING FACE OF WALL, FACE OF NEWFRAMING, AND FACE OF EXISTING CONCRETE UNLESS NOTEDOTHERWISE.
DRAWINGS ARE DIAGRAMMATIC ONLY AND SHOULD NOT BE SCALED.NOTIFY ARCHITECT IMMEDIATELY OF ANY DISCREPANCIES ORQUESTIONABLE DIMENSIONS PRIOR TO PROCEEDING WITH AREA OFQUESTIONABLE WORK.
1.
2.
3.
GENERAL NOTES:
74'-0"
95'-7
"
46'-0
"18
'-3"
15'-6
"15
'-10"
95'-7
"
15'-1
0"15
'-6"
18'-3
"46
'-0"
DS (D)
DS (D)
MLH
AD6.2.2
MA
TCH
AD
6.2.
1
LIN
EA
D6.
2.2
MA
TCH
A
D6.
2.1
LIN
EA
D6.
2.2
1
5
2
3
4
74'-0"
DS (D)
DS (D)DS (D)
ADD ALT. NO. 2REFER TO SHEETAD6.4
SYMBOL LEGEND:
EXISTING 1'x1' ACOUSTICAL CEILING TILE PLASTER SUBSTRATEAND ALL FURRING AND WOOD SUPPORT FRAMING TO BE REMOVE
EXISTING 2'x4' SUSPENDED ACOUSTICAL CEILING TILE SYSTEM TOBE REMOVED
EXISTING 1'x1' ACOUSTICAL CEILING TILE PLASTER SUBSTRATEAND ALL FURRING AND WOOD SUPPORT FRAMING TO REMAIN
EXISTING 2'x4' SUSPENDED ACOUSTICAL CEILING TILE SYSTEM TOREMAIN
EXISTING EXISTING LIGHT FIXTURES TO BE REMOVED. REFER TOELECTRICAL DRAWINGS
EXISTING EXISTING LIGHT FIXTURES TO REMAIN. REFER TOELECTRICAL DRAWINGS
REFERENCE NOTES: (DEMO)
OPEN TO STRUCTURE ABOVE1
EXISTING GYPSUM WALLBOARD CEILING AND SUPPORTS TO BE REMOVED,GYPSUM WALLBOARD ONLY AT SIM.
2
EXISTING TO REMAIN3REMOVE EXISTING WOOD SOFFIT4EXISTING ROOF BEING REMOVED, REFER TO STRUCTURAL DRAWINGS5EXISTING GYPSUM WALLBOARD TO REMAIN6EXISTING ROOF HATCH TO REMAIN7EXISTING WOOD SOFFIT BOARD TO BE REMOVED8
3
7
3 3 3
3
333
33
33
3 3
3
6
6
6
VOID
3 3
EXISTING EXIT LIGHT FIXTURES TO BE REMOVED. REFER TOELECTRICAL DRAWINGSEXISTING EXIT LIGHT FIXTURES TO REMAIN. REFER TO ELECTRICADRAWINGS
(D)
(E)
EXISTING HVAC (EXHAUST, DIFFUSER, RETURN AIR) TO BEREMOVED. REFER TO HVAC DRAWINGS
EXISTING HVAC (EXHAUST, DIFFUSER, RETURN AIR) TO REMAIN.REFER TO HVAC DRAWINGS
8'-0" ELEVATION OF FINISH CEILING ABOVE FINISH FLOOR, REFER TOFINISH SCHEDULE IN SPECIFICATIONS FOR ADDITIONALINFORMATION
MLH
AD6.3
CORVALLIS, OREGON 97330
BENTON COUNTYHEALTH CLINIC
SHEET
DRAWN
REVISIONS
JOB NO.
DATE
2016.0030
DEC. 18, 2017
In the event conflicts are discovered between theoriginal signed and sealed documents prepared bythe Architects and/or their Consultants, and anycopy of the documents transmitted by mail, fax,electronically or otherwise, the original signed andsealed documents shall govern.
530 NW 27TH STREET
AC+Co ARCHITECTURE | COMMUNITY
CONSTRUCTION DOCUMENTS
NOT FOR CONSTRUCTIONMONTH DAY, YEAR
SCALE:1MECHANICAL / ATTIC PLAN - DEMOLITION
1/8"=1'-0"
A
A
1
5
B C D
2
3
4
B C D
GENERAL NOTES APPLY TO ALL DRAWINGS.
DIMENSIONS ARE TO EXISTING FACE OF WALL, FACE OF NEWFRAMING, AND FACE OF EXISTING CONCRETE UNLESS NOTEDOTHERWISE.
DRAWINGS ARE DIAGRAMMATIC ONLY AND SHOULD NOT BE SCALED.NOTIFY ARCHITECT IMMEDIATELY OF ANY DISCREPANCIES ORQUESTIONABLE DIMENSIONS PRIOR TO PROCEEDING WITH AREA OFQUESTIONABLE WORK.
1.
2.
3.
GENERAL NOTES:
VTR (E)
135'-2"
71'-6"36'-0"27'-8"
95'-7
"
15'-1
0"15
'-6"
18'-3
"46
'-0"
135'-2"
71'-6"36'-0"27'-8"
RD (E)
PA
RTI
AL
AD
6.3
N/A
PA
RTI
AL
AD
6.3
N/A
1
5
2
3
495'-7
"
46'-0
"18
'-3"
15'-6
"15
'-10"
1
RD (E)
SYMBOL LEGEND:
EXISTING 1'x1' ACOUSTICAL CEILING TILE PLASTER SUBSTRATEAND ALL FURRING AND WOOD SUPPORT FRAMING TO BE REMOVE
EXISTING 2'x4' SUSPENDED ACOUSTICAL CEILING TILE SYSTEM TOBE REMOVED
EXISTING 1'x1' ACOUSTICAL CEILING TILE PLASTER SUBSTRATEAND ALL FURRING AND WOOD SUPPORT FRAMING TO REMAIN
EXISTING 2'x4' SUSPENDED ACOUSTICAL CEILING TILE SYSTEM TOREMAIN
EXISTING EXISTING LIGHT FIXTURES TO BE REMOVED. REFER TOELECTRICAL DRAWINGS
EXISTING EXISTING LIGHT FIXTURES TO REMAIN. REFER TOELECTRICAL DRAWINGS
REFERENCE NOTES: (DEMO)
OPEN TO STRUCTURE ABOVE1
EXISTING GYPSUM WALLBOARD CEILING AND SUPPORTS TO BE REMOVED,GYPSUM WALLBOARD ONLY AT SIM.
2
EXISTING TO REMAIN3REMOVE EXISTING WOOD SOFFIT4EXISTING ROOF BEING REMOVED, REFER TO STRUCTURAL DRAWINGS5EXISTING GYPSUM WALLBOARD TO REMAIN6EXISTING ROOF HATCH TO REMAIN7EXISTING WOOD SOFFIT BOARD TO BE REMOVED8
EXISTING EXIT LIGHT FIXTURES TO BE REMOVED. REFER TOELECTRICAL DRAWINGSEXISTING EXIT LIGHT FIXTURES TO REMAIN. REFER TO ELECTRICADRAWINGS
(D)
(E)
EXISTING HVAC (EXHAUST, DIFFUSER, RETURN AIR) TO BEREMOVED. REFER TO HVAC DRAWINGS
EXISTING HVAC (EXHAUST, DIFFUSER, RETURN AIR) TO REMAIN.REFER TO HVAC DRAWINGS
8'-0" ELEVATION OF FINISH CEILING ABOVE FINISH FLOOR, REFER TOFINISH SCHEDULE IN SPECIFICATIONS FOR ADDITIONALINFORMATION
MLH
AD6.4
CORVALLIS, OREGON 97330
BENTON COUNTYHEALTH CLINIC
SHEET
DRAWN
REVISIONS
JOB NO.
DATE
2016.0030
DEC. 18, 2017
In the event conflicts are discovered between theoriginal signed and sealed documents prepared bythe Architects and/or their Consultants, and anycopy of the documents transmitted by mail, fax,electronically or otherwise, the original signed andsealed documents shall govern.
530 NW 27TH STREET
AC+Co ARCHITECTURE | COMMUNITY
CONSTRUCTION DOCUMENTS
NOT FOR CONSTRUCTIONMONTH DAY, YEAR
SCALE:2SECOND PARTIAL REFLECTED CEILING PLAN - DEMOLITION (NORTH) - ADD ALTERNATE NO. 2
1/8"=1'-0"
GENERAL NOTES APPLY TO ALL DRAWINGS.
DIMENSIONS ARE TO EXISTING FACE OF WALL, FACE OF NEWFRAMING, AND FACE OF EXISTING CONCRETE UNLESS NOTEDOTHERWISE.
DRAWINGS ARE DIAGRAMMATIC ONLY AND SHOULD NOT BE SCALED.NOTIFY ARCHITECT IMMEDIATELY OF ANY DISCREPANCIES ORQUESTIONABLE DIMENSIONS PRIOR TO PROCEEDING WITH AREA OFQUESTIONABLE WORK.
1.
2.
3.
GENERAL NOTES:
SCALE:1SECOND PARTIAL REFLECTED CEILING PLAN - DEMOLITION (SOUTH) - ADD ALTERNATE NO. 1
1/8"=1'-0"
D E
4
5
ED
5
4
2
3
D
2
3
D
MA
TCH
1/A
D6.
4
LIN
EA
D6.
2.2
MA
TCH
1/A
D6.
4
LIN
EA
D6.
2.2
MA
TCH
AD
6.2.
1
LIN
E2/
AD
6.4
MA
TCH
AD
6.2.
1
LIN
E2/
AD
6.4
COL (E)
COL (E)
COL (E)
COL (D)
COL (E)
CHASE (E)
55'-4"
7'-9
"15
'-6"
4'-6
"
4'-6
"15
'-6"
10'-2
"
55'-4"
74'-0"
46'-0
"
74'-0"
46'-0
"
SYMBOL LEGEND:
EXISTING 1'x1' ACOUSTICAL CEILING TILE PLASTER SUBSTRATEAND ALL FURRING AND WOOD SUPPORT FRAMING TO BE REMOVE
EXISTING 2'x4' SUSPENDED ACOUSTICAL CEILING TILE SYSTEM TOBE REMOVED
EXISTING 1'x1' ACOUSTICAL CEILING TILE PLASTER SUBSTRATEAND ALL FURRING AND WOOD SUPPORT FRAMING TO REMAIN
EXISTING 2'x4' SUSPENDED ACOUSTICAL CEILING TILE SYSTEM TOREMAIN
EXISTING EXISTING LIGHT FIXTURES TO BE REMOVED. REFER TOELECTRICAL DRAWINGS
EXISTING EXIT LIGHT FIXTURES TO BE REMOVED. REFER TOELECTRICAL DRAWINGS
EXISTING EXISTING LIGHT FIXTURES TO REMAIN. REFER TOELECTRICAL DRAWINGS
EXISTING EXIT LIGHT FIXTURES TO REMAIN. REFER TO ELECTRICADRAWINGS
(D)
(E)
EXISTING HVAC (EXHAUST, DIFFUSER, RETURN AIR) TO BEREMOVED. REFER TO HVAC DRAWINGS
EXISTING HVAC (EXHAUST, DIFFUSER, RETURN AIR) TO REMAIN.REFER TO HVAC DRAWINGS
8'-0" ELEVATION OF FINISH CEILING ABOVE FINISH FLOOR, REFER TOFINISH SCHEDULE IN SPECIFICATIONS FOR ADDITIONALINFORMATION
REFERENCE NOTES: (DEMO)
OPEN TO STRUCTURE ABOVE1
EXISTING GYPSUM WALLBOARD CEILING AND SUPPORTS TO BE REMOVED,GYPSUM WALLBOARD ONLY AT SIM.
2
EXISTING TO REMAIN3REMOVE EXISTING WOOD SOFFIT4EXISTING ROOF BEING REMOVED, REFER TO STRUCTURAL DRAWINGS5EXISTING GYPSUM WALLBOARD TO REMAIN6EXISTING ROOF HATCH TO REMAIN7EXISTING WOOD SOFFIT BOARD TO BE REMOVED8
AREAINCLUDEDIN BASEBID
1AD6.2.2
AREAINCLUDEDIN BASEBID
1AD6.2.1
NOTE:ALL EXTERIOR PERIMETERWALL WORK (DEMO ANDNEW) ARE PART OF BASEBID, REFER TO SHEETAD6.2.1
NOTE:ALL EXTERIOR PERIMETERWALL WORK (DEMO ANDNEW) ARE PART OF BASEBID, REFER TO SHEETAD6.2.2
62
2
7
(D)
2
6
TOPOGRAPHIC SURVEY
N
BURVEYING
ARKER
SELEV: 234.79(NGVD29)
A1.0
CORVALLIS, OREGON 97330
BENTON COUNTYHEALTH CLINIC
SHEET
DRAWN
REVISIONS
JOB NO.
DATE
2016.0030
DEC. 18, 2017
In the event conflicts are discovered between theoriginal signed and sealed documents prepared bythe Architects and/or their Consultants, and anycopy of the documents transmitted by mail, fax,electronically or otherwise, the original signed andsealed documents shall govern.
530 NW 27TH STREET
A1.1
CORVALLIS, OREGON 97330
BENTON COUNTYHEALTH CLINIC
SHEET
DRAWN
REVISIONS
JOB NO.
DATE
2016.0030
DEC. 18, 2017
In the event conflicts are discovered between theoriginal signed and sealed documents prepared bythe Architects and/or their Consultants, and anycopy of the documents transmitted by mail, fax,electronically or otherwise, the original signed andsealed documents shall govern.
530 NW 27TH STREET
AC+Co ARCHITECTURE | COMMUNITY
CONSTRUCTION DOCUMENTS
NOT FOR CONSTRUCTIONMONTH DAY, YEAR
N0°37'32"E 295.08'
S89
°05'
27"E
153
.08'
S0°05'01"W 293.09'
N89
°49'
51"W
155
.86'
P P
P
P P P
TR VLTTR VLT
WIV
IV
IV
G
SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS
SS
SS SS SS SS
SD
SD
SDSD
SDSD
SDSD
SDSD
WW
WW
WW
WW
WW
W W W W W W W W W W W W W W W W W W W W W W
WW
WW
WW
SD
SD
SD
SD SD SD
EE
EE
EE
G
G
G
OH
OH
OH
OH OH OH OH OH OH OH OH
OH
OH
OH
OH
OH
OH
OH
OH
OH
OH
OH
OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH
OHOH
OH
OH OH OH
OH
OH
OH
OH
OH
OH
OH
OH
OH
OH
OH
OH
O
OH
OH
OH
OH
OH OH
OH
OH
OH
OH
OH
E E E E E
NW
TY
LER
AV
E
NW 27TH ST
NW
PO
LK A
VE
G
G
G G G G G G G G G G G G
X
X
X
X
X
X X X X X X X X X X X X X X X X
X X
COMPACTPARKING
ONLY
COMPACTPARKING
ONLY
COMPACTPARKING
ONLY
COMPACTPARKING
ONLY
COMPACTPARKING
ONLY
COMPACTPARKING
ONLY
X
COM
PACT
PARKING
ONLY
SDSD
SD
SD
VLT
SCALE:1SITE PLAN - REMODEL
1"=20'-0"
CURB RADII:
A
B
3'-0" RADIUS
5'-0" RADIUS
GENERAL NOTES
DIMENSIONS ARE TO FACE OF STUDS, FACE OF MASONRY AND FACE OFCONCRETE, UNLESS OTHERWISE NOTED. ("CLEAR" DIMENSION IS TO FACE OFFINISHED SURFACE).
DRAWINGS ARE DIAGRAMMATIC ONLY AND SHOULD NOT BE SCALED. NOTIFYARCHITECT OF ANY DISCREPANCIES OR QUESTIONABLE DIMENSIONS FORCLARIFICATION PRIOR TO PROCEEDING WITH AREA OF REQUIRED WORK.
EXISTING UNDERGROUND UTILITIES SHOWN FROM SURVEY. REFER TO CIVIL FORMODIFICATIONS AND NEW WORK
1.
2.
3.
(E)(E)
(E)
(E)
(E)CB(E)
CB(E) CB
(E)
CB(E)
CB(E)
CB(E)
CB(E)
CB(E)
CB(E)
(E)
(E)
(E)
DS
DS(E)
DS(N)CO
(E)
HYD(E)
EXISTING BUILDING
EXISTING ADJACENT BUILDINGNO WORK
PP(E)
PP(E)
PP(E)
GENERATOR(E)
GATE(E)
SIGN(E)
SIGN(E)
SIGN(E)
SIGN(E)
SIGN(E)
SIGN(E)
SIGN(E)
252.04'
242.12'
242.42'
242.17
CO(E)
F.F.E.242.32'
F.F.E.242.10'
242.01'241.84'
242.20'
A E
A E
1
5
1
5
REFERENCE NOTES:1
2
3
4
5
6
7 EXISTING BUILDING TO REMAIN
8 EXISTING FENCE TO REMAIN
9 NEW FENCE WITH GATES AS SHOWN, REFER TO
EXISTING BIKE RACK TO REMAIN10
NEW 4" PAVING STRIPES11
NEW WHEEL STOPS, PAINT, REFER TO13
EXISTING PARKING STRIPES TO BE REPAINTED12
EXISTING WHEEL STOPS TO REMAIN, REPAINT14
15
IRRIGATION DCA, SEE CIVIL DRAWINGS
16
STREET CAN BE USED FOR CONSTRUCTION PURPOSES FOR THE DURATION OFTHE PROJECT, APPLY FOR ROAD CLOSURE PERMITS AS REQUIRED
17
EXISTING ELECTRIC CAR CHARGING STATION TO BE RELOCATED, REFER TOELECTRICAL DRAWINGS
19
NEW BUILDING COLUMN/POST, REFER TO BUILDING PLANS
20
NEW COVERED WALK OVERHANG, REFER TO BUILDING PLANS21EXISTING COVERED WALK OVERHANG TO REMAIN, REFER TO BUILDING PLANS22RELOCATED BIOHAZARD DROP OFF BOX, PROVIDE NEW 3'x3' CONCRETE PAD23NOT USED24
PORTION OF EXISTING BUILDING TO BE REMODELED AND/OR EXTENDED.REFER TO BUILDING PLAN
NEW PUBLIC UTILITY EASEMENT
EXISTING ACCESS GATE TO BE REMOVED AND REINSTALLED, REFER TO BUILDINGPLANS, PAINT
NEW METAL TENSION TRELLIS/PRIVACY SCREEN, REFER TO LANDSCAPE
EXISTING LANDSCAPE AREA TO REMAIN, REFER TO LANDSCAPE DRAWINGS
26 EXISTING SIDEWALK TO REMAIN, REFER TO LANDSCAPE DRAWINGS
25
NEW LANDSCAPE AREA , REFER TO LANDSCAPE DRAWINGS
27
18
28
FDC AND DRAIN, REFER TO CIVIL DRAWING29
30
9A1.3
6A1.3
HANDICAP ACCESSIBLE MARKINGS, REFER TO CIVIL DRAWINGS
4" DIAGONAL STRIPING AT 12" o.c.
1A1.3
NOT USED
PAINTED DIRECTION ARROW, REFER TO CIVIL DRAWINGS 7A1.3
PAINTED MARKINGS, 12" TALL, TO READ AS 'COMPACT PARKING ONLY'
NEW HANDICAPPED PARKING SIGN, REFER TO2
A1.3
PP(E)
PP(E)
L.P.(E)
L.P.(E)
L.P.(E)
L.P.(E)
L.P.(E) L.P.
(E)L.P.(E)
L.P.(E)
L.P.(E)
PP.(E) PP.
(E)
L.P.(E)
L.P.(E)
WV(E)
WV(E)
WV(E)
WV(E)
WV(E)
WV(E)
8 8 8 8
10
10
12
12
14
(10)
19
10
19
19
20
7
DS(N)
DS (N)DS (N)
31 NEW BOLLARD, REFER TO8
A1.3
32 NEW EXTERIOR STAIRS, REFER TO1
A7.0
2
2
2
3
33 NEW BENCH, REFER TO SPECIFICATIONS
4
4
2
4
4
4
VISION CLEARANCE AREA34
55
L.P.(E)
6
9
TRASHENCLOSURE
11 11 11
11
11
13(25)
13(6)
13(8)
1 1 1 1
16
16
16
16
16
18
26
26
262626
26
26
26
26
27
28
31
(8)
32 23
33
34
34
3434
34
34
AB
C 8'-0" RADIUS, PER CITY STD.
1A1.2
5A1.2
3A1.2
4A1.2
10A1.3
11A1.3
2A1.2
65'-11" 209'-2" 19'-11"
15'-0"6 EQUAL STALLSAT 9'-0" = 54'-0"
22'-2"6 EQUAL STALLSAT 9'-0" = 54'-0"
64'-0"19'-1"46'-11"
46'-6
"94
'-9"
SIGN(E)
28
4 2828
RD
DS(N) 28
28
DSDS
28
27
DS
22DS
HB
HB
7'-0" 11'-4" 10'-5"TYP
4'-2"8'-6" 7'-0"6'-3"
19'-9
"20
'-8"
5'-3
"3'
-8"
45'-9
"46
'-2"
8'-9
"13
'-10"
7'-0" 18'-5" 21'-8" 19'-0"
10'-5
"TY
P
74'-0" 209'-2" 25'-10"
13'-10" 60'-2" 79'-8" 33'-4" 96'-2" 11'-11" 13'-11"
22'-4
"95
'-7"
43'-2
"
19'-4
"14
'-11"
3'-8
"
5'-3
"6'
-11"
88'-8
"8'
-6"
13'-9
"
16'-3"
20'-0
"C
LR19
'-0"
TYP 30°
LEGEND:NEW CONCRETE PAVEMENT, REFER TO CIVIL DRAWINGS
NEW CONCRETE CURB, REFER TO CIVIL DRAWINGS AND
NEW CONCRETE EXPANSION JOINT, REFER TO
NEW ASPHALT PAVING, REFER TO CIVIL DRAWINGS
PROPERTY LINE
3A1.3
4A1.3
EXISTING CURB TO REMAIN, REFER TO CIVIL DRAWINGS AND
NEW SIGN, REFER TO CIVIL DRAWINGS,(RR) DESIGNATES REMOVE AND RELOCATE
(N)
SD
CB AD
NEW STORM DRAIN, (E) DESIGNATES EXISTING TO REMAIN,REFER TO CIVIL DRAWINGS
NEW CATCH BASIN AND/OR AREA DRAIN, (E) DESIGNATESEXISTING TO REMAIN, REFER TO CIVIL DRAWINGS
5A1.3
EASEMENT (EXISTING), U.O.N.
13
EXISTING BASEMENTACCESSFF = +/- 232.0'
CB(E)
CO(E)
AD(E)
DN
242.17'
242.32'
DS (N)DS (N)
15 15 15
2
2
33
11
(6)
1 1
1616
18
21
26
30
31 (8)
B B
DS
25
DN
DN
DN
5'-2
"5'
-0" M
IN60
°
AD
AD
CB
19'-0
"
4'-1
1"
DSDS
C
60°
C17
3'-8
"25
'-10"
5'-1
0"33
'-0"
10'-5
"5'
-0"
29
1818
MLH
A1.2
CORVALLIS, OREGON 97330
BENTON COUNTYHEALTH CLINIC
SHEET
DRAWN
REVISIONS
JOB NO.
DATE
2016.0030
DEC. 18, 2017
In the event conflicts are discovered between theoriginal signed and sealed documents prepared bythe Architects and/or their Consultants, and anycopy of the documents transmitted by mail, fax,electronically or otherwise, the original signed andsealed documents shall govern.
530 NW 27TH STREET
AC+Co ARCHITECTURE | COMMUNITY
CONSTRUCTION DOCUMENTS
NOT FOR CONSTRUCTIONMONTH DAY, YEAR
DSD
SDSD
SDSD
SD
X
X
X
X
X
X
X X X
X
X
X
X
X
S
SCALE:
ENLARGED SITE PLAN - TRASH AREA / EXTERIOR STAIRS1 1'=10'-0"
ENLARGED PLAN REFERENCE NOTES:NEW LANDSCAPE AREA, REFER TO LANDSCAPE DRAWINGS
SD
SCALE:
ENLARGED SITE PLAN - SIDEWALK RAMP3 1'=10'-0"
SD
SS
SS
SCALE:
ENLARGED SITE PLAN - SIDEWALK RAMP4 1'=10'-0"
P PVLT
W
G
SS
WW
W
W
WW
EE
EE
G
G
OH
OH
OH
OH
E E E E E E
SCALE:
ENLARGED SITE PLAN - TRASH AREA / EXTERIOR STAIRS5 1'=10'-0"
COMPACTPARKING
ONLY
SCALE:
ENLARGED SITE PLAN - NEW WEST ENTRANCE2 1'=10'-0"
32'-9"A
19'-0"
12'-11" 6'-1"
1'-11"
16'-0" 8'-0"TYP
6'-11"
9" 1'-2"
1'-6"
℄℄ ℄ ℄
A
1 1
5'-2
"49
'-6"
3'-1
0"12
'-8"
5'-6
"27
'-6"
12'-6" 2'-0"
5'-2
"49
'-6"
23'-4
"17
'-11"
8'-3
"
15'-0
"
1'-6
"
5'-6
"
1'-4
"
11'-3
"1'
-6"
32'-10"
27'-10" 5'-0"
16'-10" 5'-6"
1'-0"
4'-0"
6"
℄ ℄
CO (E)
HB (N)
DS (N)
DS (N)
BOL
BOL
BOL BOL BOL
NEW BOLLARD, REFER TO8
A1.3NEW STAIR AND FOOTINGS, REFER TO STRUCTURAL DRAWINGS
NEW FENCE AND GATES AS SHOWN
NEW STEEL ANGLE AT TRASH ENCLOSURE PERIMETER, REFER TO12
A1.3NEW BENCH
NEW DETECTABLE DOMES, REFER TO CIVIL DRAWINGS
EXISTING SIDEWALK TO REMAIN
EXISTING FDC AND VAULT TO REMAIN TO BE REMOVED, SERVICES TO REMAIN
NEW PLANTERS, REFER TO LANDSCAPE DRAWINGS
NEW STEEL TRELLIS, REFER TO LANDSCAPE DRAWINGS
NEW ELECTRICAL SERVICE, REFER TO ELECTRICAL DRAWING
EXPOSED GAS LINES TO REMAIN, PAINT
LEGEND:NEW CONCRETE PAVEMENT, REFER TO CIVIL DRAWINGS
NEW CONCRETE CURB, REFER TO CIVIL DRAWINGS AND
NEW CONCRETE EXPANSION JOINT, REFER TO
NEW ASPHALT PAVING, REFER TO CIVIL DRAWINGS
PROPERTY LINE
3A1.3
4A1.3
EXISTING CURB TO REMAIN, REFER TO CIVIL DRAWINGS AND
NEW SIGN, REFER TO CIVIL DRAWINGS,(RR) DESIGNATES REMOVE AND RELOCATE
(N)
SD
CB AD
NEW STORM DRAIN, (E) DESIGNATES EXISTING TO REMAIN,REFER TO CIVIL DRAWINGS
NEW CATCH BASIN AND/OR AREA DRAIN, (E) DESIGNATESEXISTING TO REMAIN, REFER TO CIVIL DRAWINGS
5A1.3
EASEMENT (EXISTING), U.O.N.
1
2
3
4
5
6
7
8
9
10
11
12
13
7
4
4
4 2 TYP
RECYCLE,2 YD3'x3' SPECIALWASTE3'x3'RECYCLING (5)
4
4
5
51
3
D
D
2 2
℄ ℄
℄℄
COLCOLCOLCOL
COL COL
DS (N)
CO (E)AD (E)
BOL
BOL
BOL BOL
BOL
BOL
BOL
BOL
COL
26'-2" 4'-11"
9'-0" 17'-2"
7'-1" 8'-0" 2'-1"
24'-0
"15
'-9"
4'-1
0"10
'-11"
20'-4
"3'
-8"
℄℄
℄℄
5'-0
"8'
-0"
7'-4
"8"
8'-0
"2'
-3"
24'-0
"15
'-9"
4'-5
"15
'-11"
3'-8
"
5'-0
"8'
-0"
2'-1
1"
DS (N)
2 TYP
5 5
℄ ℄ ℄
℄
8'-0" 11'-2" 14'-0" 6'-10" 8'-0"
5'-4"1'-6"
22'-1
"
℄℄
1'-9
"3'
-0"
3'-8
"
7'-1
0"
22'-3
"
1'-4
"7'
-10"
℄
℄
UP
3'-10"7'-4"2'-8"5'-0"6"
8'-5
"
1'-4
"
4'-6
"
2'-5
"5'
-9"
6"5'
-9"
48'-2"2"
1'-1
"
48'-2"
5'-6" 10'-0" 5'-0" 7'-4" 5'-6" 14'-10"
DN
DN
DN
RD (N)
M.H.(E)
PUBLIC UTILITYEASEMENT
6 11
11 9
8
13
CB(E)
1
8
8
7
7
8
8
SIGN(E)
1
CB(E)
7
15'-10"
3'-0" 4'-10"F.V.
6'-0"2'-0"
15'-9
"
2'-0
" 3'-0
"4'
-7"
F.V
.6'
-1"
15'-10"
6'-1" 7'-9" 2'-0"
15'-1
1"
5'-1
1"7'
-11"
F.V
.2'
-0"
3'-0"1'-8"3'-3"
1'-0"
1'-0"
1'-0
"
AD
GA
TE 3
GA
TE 2GATE 1
3'-3
"4'
-6"
6"
℄℄
CONCRETE WHEEL STOP146
A1.36" CONCRETE PAD OVER 8" CRUSHED AGGREGATE BASE15
GATE SCHEDULE:
NO. SIZE TYPE MAT'L HDWR NOTES
GATE 1 PR 6'-3" CHAIN LINK MINI MESH 1
GATE 2 3'-0"x6'-0" CHAIN LINK MINI MESH 2
GATE 3 3'-0"x6'-0" CHAIN LINK MINI MESH 3
GATE HARDWARE:
GATE 1:6 HINGES1 CANE BOLT2 DOOR LIMITORS TO PREVENT SWING BEYOND 120°
LATCH TO SECURE NON-BOLTED GATE WITH PADLOCK HASP
GATE 2:3 HINGES1 LATCH WITH PADLOCK HASP
GATE 3:3 HINGES1 PANIC BAR EXIT DEVICE1 EXIT DEVICE TRIM1 CORE (SUPPLIED BY DOOR HARDWARE SUPPLIER)1 CLOSER1 LATCH
AD14
240.63FF
242.32FF
10A8.1
5A8.1
SIM
10A8.1
15
13A1.3
14A1.3
SLO
PE
1 4:12
MA
X
1:12 MAX
1:12 MAX
6"13'-0"
6"3'-6" 4'-6"
MLH
A1.3
CORVALLIS, OREGON 97330
BENTON COUNTYHEALTH CLINIC
SHEET
DRAWN
REVISIONS
JOB NO.
DATE
2016.0030
DEC. 18, 2017
In the event conflicts are discovered between theoriginal signed and sealed documents prepared bythe Architects and/or their Consultants, and anycopy of the documents transmitted by mail, fax,electronically or otherwise, the original signed andsealed documents shall govern.
530 NW 27TH STREET
AC+Co ARCHITECTURE | COMMUNITY
CONSTRUCTION DOCUMENTS
NOT FOR CONSTRUCTIONMONTH DAY, YEAR
2'-0" MIN.
SCALE:1HANDICAP PAINTED SYMBOL
1" = 1'-0" 1630-A1.3-01
2'-4
" MIN
.
BLUE FIELD,RETRO-REFLECTIVE,WITH REFLECTIVEGLASS BEADS
PAINT WHITE,RETRO-REFLECTIVE.STROKE WIDTH = 3", WITHREFLECTIVE GLASSBEADS
4'-0
"1'
-6"
1"
3"
8"
2"x2"x78" GALV. STEEL TUBE POST. (CAP
TOP OF POST) EMBED IN 12" DIA. CONC. TODEPTH OF 3'-6". SECURE SIGNS WITH (2)STAINLESS STEEL R.H. SCREWS &WASHERS (PAINT WHITE)
NOTE:VERIFY CURRENT FINE PER O.R.S. ANDINCLUDE IN SIGNAGE TEXT
PROVIDE 'VAN ACCESSIBLE' SIGN AT ALLSPACES ADJACENT TO LEFT SIDE OF 8'-0"WIDE AISLE
WHITE STRIPE
VAN ACCESSIBLE
134"
.080 SHEET ALUM. PAINT BOTH SIDES
WHITE HANDICAP SYMBOL IN BLUEFIELD
34" HIGH WHITE LETTERS (HELVETICA
MEDIUM)
1'-0"
5"11 2"
134"
SCALE:
ACCESSIBLEPARKING SPACE SIGN
2 1" = 1'-0" 1630-A1.3-02
CONTROL JOINT EXPANSION JOINT
1/3
2/3 TO
TAL
SLA
BTH
ICK
NE
SS
SCALE:
CONCRETE JOINT DETAILS3 6" = 1'-0" 1630-A1.3-03
18" 1
2"EASED EDGES
SELF-LEVELING SEALANT
EXPANSION JOINTMATERIAL
NEW ASPHALT CONCRETE PAVEMENT OVERBASE COURSE PER CIVIL AS OCCURS
SCALE:
CONCRETE CURB4 1 1/2" = 1'-0" 1630-A1.3-04
4"4"
12" RADIUS
16" DEEP CONC CURB
4" CONC. SIDEWALK OVER 4"COMPACTED BASE ROCK WHEREOCCURS
EXPANSION JOINT MATERIALWITH SEALANT
PE
RC
IVIL
PE
RC
IVIL
8"
6"
6" 1/2"
SCALE:
DEPRESSED CURB5 1 1/2" = 1'-0" 1630-A1.3-05
4"
ASPHALT CONCRETE PAVEMENT OVER BASECOURSE PER CIVIL
16" DEEP EXTRUDED CONCRETE CURB
EXPANSION JOINT MATERIAL WITH SEALANT
CONCRETE SIDEWALK OVER COMPACTEDBASE ROCK PER CIVIL
8"
1/2"
6"
1"4"
1"
3"2"
SCALE:
CONCRETE WHEEL STOP6 1 1/2" = 1'-0" A1.3-06
8'-0" LONG PRECAST CONCRETE PARKINGBUMPER
(2) 3 4" Ø HOLES EA. BUMPER
(2) 12" Ø ANCHOR PINS PER BUMPER
PROVIDE (4) 1" X 6" DRAINAGE SLOTS PERBUMPER
2'-2
"1'
-10"
3'-0
"
4'-9"
SCALE:
PAVEMENT MARKING7 1/4" = 1'-0" 1630-A1.3-07
DIRECTIONALARROW
ARROW
PAINT SOLID WITH REFLECTIVEGLASS BEADS - TYPICAL
3'-4
"3'
-0"
2'-0"
WELDED TOP PLATE
4" SQUARE COLUMN PRIME ANDPAINT
CONCRETE FOOTING
SCALE:
EXTERIOR PIPE BOLLARD8 1/2" = 1'-0" 1630-A1.3-08
4- NO. 3 REBAR TIES
4- NO. 4 VERTICAL REBAR
CONCRETE PAVING OVER BASE PER CIVIL
10'-0" TYP.
6'-0
"
CORNER POST
6"
1'-0"TYP.
TENSION WIRE
TURN BUCKLE
STRETCHER BAR
DIAGONAL BRACE
HORIZONTAL BRACE
1 5/8" OD TOP RAIL
3'-6
"
3'-6
"
SCALE:9CHAINLINK FENCING
3/8"=1'-0" 1630-A1.3-09
CHAIN LINK FABRIC TO HAVEKNUCKLE ENDS BOTH TOP ANDBOTTOM, REFER TO SPECS FORTYPE
6"1'
-0"
6"
6" MIN
.
7'-6
"
SCALE:
GATE DETAIL10 1 1/2" = 1'-0" 1630-A1.3-10
HINGE
GATE POST
CHAIN LINK FABRIC
GATE FRAME
PROVIDE CONCRETE SLEEVE FORCAN BOLT
CONCRETE FOOTING
NOTE :
SCALE:
GATE HEAD11 1 1/2" = 1'-0" 1630-A1.3-11
5'-6
"
SQUARE GATE FRAME
FOR GATE SILL REFER TODETAIL 10/A1.3
SQUARE GATE POSTWITH CAP
OFFSET HINGE
FABRIC
SCALE:12TRASH ANGLE STOP
3'=1'-0" 1630-A1.3-12
12" EXPANSION ANCHORS,
EMBED 4"
GALV. 4x3x38" ANGLE
CONCRETE PAVING PER CIVIL
SCALE:
SITE SECTION13 1/4" = 1'-0" 1630-A1.3-13
15A1.3
15A1.3
CONCRETE RAMP PER STRUCTURAL
+10"1:12
12"TYP
12"TYP
1 12" DIA. STEEL HANDRAIL, PAINT
RAIL PER 15A1.3
GRADE PER CIVIL
SCALE:
STAIR SECTION14 3/4" = 1'-0" 1630-A1.3-14
STEEL RAIL 15A1.3
CONCRETE WALL BEYOND
NO. 3 AT 18" O.C.
6"COMPACTED AGGREGATE BASE
NO.4 AT 16" O.C., HOOK INTOFOOTING AND SLAB
10"
3 EQUAL RISERS (MAX 7" RISE), NOSING1
2" RADIUS, 114" LEADING EDGE MAX, (4)
TOOLED GROOVES (14" DEEP ANDWIDE) AT TREAD EDGE
112" DIA. STEEL HANDRAIL,
PAINT, EMBED 6" MIN.
NO. 3 NOSING BAR
1'-0"
1'-0
"10
"
2"
11" 1'-10"
4"
SCALE:
STEEL RAIL15 3/4" = 1'-0" 1630-A1.3-15
1 12" DIA. RAIL, TYP. PAINT
1 12" DIA. STEEL HANDRAIL, PAINT
1 12" DIA. VERT. POST, PAINT
12" DIA. PICKETS AT 4" O.C., PAINT
34" CHAMFER, TYP.
(2) NO. 4 CONTINUOUS
CONCRETE PAVING
NO. 3 AT 12" O.C. EACH SIDE OF POST
STEEL POST
6" CONCRETE WALL
10"
1'-6
"
6" CONCRETE STEM WALL
NO. 4 AT 18" O.C., ALT HOOK INTOFOOTING
4"4"
3'-6
" 2'-1
0"
1'-6"
112"
MLH
A2.0.1
CORVALLIS, OREGON 97330
BENTON COUNTYHEALTH CLINIC
SHEET
DRAWN
REVISIONS
JOB NO.
DATE
2016.0030
DEC. 18, 2017
In the event conflicts are discovered between theoriginal signed and sealed documents prepared bythe Architects and/or their Consultants, and anycopy of the documents transmitted by mail, fax,electronically or otherwise, the original signed andsealed documents shall govern.
530 NW 27TH STREET
AC+Co ARCHITECTURE | COMMUNITY
CONSTRUCTION DOCUMENTS
NOT FOR CONSTRUCTIONMONTH DAY, YEAR
SCALE:1BASEMENT FLOOR PARTIAL PLAN - REMODEL (SOUTH)
1/8"=1'-0"
A
A
1
5
B C D
2
3
4
B C D
GENERAL NOTES APPLY TO ALL DRAWINGS.
DIMENSIONS ARE TO EXISTING FACE OF WALL, FACE OF NEWFRAMING, AND FACE OF EXISTING CONCRETE UNLESS NOTEDOTHERWISE.
DRAWINGS ARE DIAGRAMMATIC ONLY AND SHOULD NOT BE SCALED.NOTIFY ARCHITECT IMMEDIATELY OF ANY DISCREPANCIES ORQUESTIONABLE DIMENSIONS PRIOR TO PROCEEDING WITH AREA OFQUESTIONABLE WORK.
1.
2.
3.
GENERAL NOTES:
EPEP
FE (RR)
FE (RR)
FE (RR)
COL (E)
COL (E)
COL (E)COL (E)COL (E) COL (E)
COL (E)
COL (E)
COL (E)
COL (E) COL (E)
FIRESPRINKLERCONTROL(E)
135'-2"
95'-7
"
135'-2"
95'-7
"
15'-1
0"15
'-6"
18'-3
"46
'-0"
27'-8" 36'-0" 71'-6"
15'-1
0"15
'-6"
18'-3
"46
'-0"
71'-6"36'-0"27'-8"
EP (E)
SYMBOL LEGEND:EXISTING CONCRETE WALL TO REMAIN
EXISTING WOOD FRAMED INTERIOR PARTITION WALL TO REMAIN
NEW 2x6 WOOD STUD AT 16" o.c.
NEW 2x4 WOOD STUD AT 16" o.c.
NEW 2x12 WOOD STUD AT 16" o.c.
NEW CONCRETE SLAB ON GRADE PER STRUCTURAL OVER NEWVAPOR BARRIER OVER NEW AGGREGATE
EXISTING CONCRETE COLUMN TO REMAIN
NEW WOOD COLUMN, (E) DESIGNATES EXISTING TO REMAIN,REFER TO STRUCTURAL DRAWINGS
NEW STEEL COLUMN, (E) DESIGNATES EXISTING TO REMAIN,REFER TO STRUCTURAL DRAWINGS
EXISTING FIRE EXTINGUISHER TO REMAIN
NEW FIRE EXTINGUISHER CABINET TO REMAIN, (E) DESIGNATESEXISTING TO REMAIN
NEW DOOR, FRAME AND HARDWARE REFER TO DOOR SCHEDULE
EXISTING DOOR AND FRAME TO REMAIN, REFER TO DOORSCHEDULE FOR NEW HARDWARE AS NOTED(E
)
COL (E)
FE (E)
FEC
COL
COL
123
FEC (E)
NEW ELECTRICAL PANEL, (E) DESIGNATES EXISTING TO REMAIN,(RR) IS EXISTING THAT IS RELOCATED, REFER TO ELECTRICALDRAWINGS
NEW HOSE BIBB, (E) DESIGNATES EXISTING TO REMAIN, REFER TOPLUMBING DRAWINGS
NEW FLOOR DRAIN, (E) DESIGNATES EXISTING TO REMAIN, REFERTO PLUMBING DRAWINGS
NEW DOWNSPOUT TO REMAIN, (E) DESIGNATES EXISTINGDOWNSPOUT TO REMAIN
NEW ROOF DRAIN, (E) DESIGNATES EXISTING TO REMAIN, REFERTO PLUMBING DRAWINGS
EP
HB
FD
DS
RD
NEW WINDOW, REFER TO SCHEDULE ON A8.0#
NEW FLOOR BOX, (E) DESIGNATES EXISTING TO REMAIN, REFERTO PLUMBING DRAWINGS, REFER TO ELECTRICAL DRAWINGSFB
REFERENCE NOTES: (NEW WORK)NEW CASEWORK OR COUNTERTOP, REFER TO ELEVATIONS1NEW PLUMBING FIXTURE, REFER TO PLUMBING DRAWINGS2SELECTIVE INFILL OF WALL, WALL FRAMING AND/OR FINISH TO MATCHEXISTING WALL, NOTIFY ARCHITECT OF ANY DISCREPANCIES
3
FURNITURE, NIC4NEW REFRIGERATOR OR FREEZER (OFCI), REFER TO PLUMBING DRAWINGSFOR WATER CONNECTION AND ELECTRICAL DRAWINGS
5
NO WORK, UNLESS OTHERWISE NOTED6
PATCH WALL WHERE PREVIOUS DEMO OCCURRED, FINISH TO MATCH EXISTINGCONDITIONS
7
REINSTALL TV WHERE NOTED WITH (RR)8INFILL OPENING WITH NEW WOOD FRAMING AND FINISH TO MATCH EXISTINGWALL
9
PATCH AND PAINT WALL WHERE NEW WINDOW IS INSTALLED10NEW STEEL EXTERIOR STAIR, GUARD AND HANDRAIL, REFER TO STRUCTURALDRAWINGS
11
NEW MANUAL OPERABLE PARTITION REFER TO SPECIFICATIONS12
NEW DENTAL CHAIR, OFCI13NEW DENTAL CABINET, REFER TO ELECTRICAL AND MECHANICAL DRAWINGS,OFCI
14
RELOCATE ELECTRICAL EQUIPMENT, REFER TO ELECTRICAL DRAWINGS15
INFILL OPENING IN FLOOR WITH 3 4" PLYWOOD, MAKE FLUSH SMOOTH SURFACE,PREP FOR NEW WORK
16
EXISTING LOUVER, PAINT17RELOCATE ELECTRICAL EQUIPMENT, REFER TO ELECTRICAL DRAWINGS18
EXISTING DOOR AND FRAME TO REMAIN, PREP AND PAINT, PAINT ONLY DOORFRAME AT SIM. CONDITIONS
19
NEW 5 8" GYPSUM WALLBOARD FINISH, ADHERE TO CONCRETE SUBSTRATE20NEW DOOR, EXISTING FRAME, PAINT FRAME ONLY, REFER TO DOOR SCHEDULE21EXISTING DOOR AND FRAME, NEW HARDWARE22EXISTING EQUIPMENT TO BE REINSTALLED, REFER TO MECHANICAL DRAWINGS23AREA OF NEW INFILL FRAMING AND FLOOR SHEATHING PER STRUCTURAL24EXTEND WOOD SHEATHING TO MATCH STRUCTURAL SHEAR WALL25REINSTALL BIKE RACK BAR, PROVIDE SOLID BACKING IN WALL, PAINT26PROVIDE RESILIENT CHANNELS AT 6'-0" o.c. THIS WALL27TV (OFCI) REFER TO ELECTRICAL, MOUNT CENTERED AT HEIGHT AS NOTED,PROVIDE BACKING IN WALL
28
PANIC BUTTON FEATURE REQUIRED AT STATION, REFER TO ELECTRICAL29
NEW COPIER OR EQUIPMENT, REFER TO ELECTRICAL30
NEW TRAFFIC COATING OVER EXISTING CONCRETE, FLOAT EXISTINGCONCRETE WITH CONCRETE TOPPING MATERIAL AS NEEDED
31
NEW STEEL COLUMN, PAINT32REPLACE ALL ACCESSORIES AND FINISHES PER ELEVATIONS AND FINISHSCHEDULE33
RECONSTRUCT LOW WALL AFTER REMOVAL OF BRICK MASONRY IS COMPLETE34PROVIDE STEEL PLATE COVER (24" x 18" x 14") OVER ACCESS HOLE NECESSARYFOR PLUMBING ACCESS35
PONY WALL BELOW36
COL (E)
UP
UP
EXISITNG UTILITY TUNNEL
EXISITNG UTILITY TUNNEL
1 2 2
FD (E)
5
5
2
1
3
1A3.2
1A3.2
1
5
2
3
4
MA
TCH
A2.
0.1
LIN
EA
2.0.
2
MA
TCH
A
2.0.
1
LIN
EA
2.0.
2
3A3.2
3A3.2
1A3.6
2A3.6
1A3.6
EP (E)
EP (E)
EP EP
COL (E)
FB
FB
12
2A4.0
2A5.2
1A5.2
7A7.0
20
192
A8.3
20
19
19
19
19
19
19
1919
19
19
21
CONFERENCEROOM
001
SHOWER003
CORR.018
CORR.011
CORR.017
CORR.005
EXSTTOILET
004
BREAK006
STAIR NO. 4094
STOR012
WORK/COPY
007
ELECT/FIRESRPINKLE
08
STOR019
ELEVATOR090
ELEV.MECH
020PHONE/I.T.
021
FACILITIESSTOR.
022
MECH/ELECT.
023
STAIR NO. 3093
CLOSET024
CONFERENCEROOM
002
EXSTOFFICE
009
EXSTSUPPLIES
010
EXSTTOILET
013
STOR014
SHOP015
SHOP016
FD (E)
3
3
3
3
001-A
001-B
002
006(
E)
007(
E)
010(E)
(E)
003
(E)
012(E)
004(E)
015(
E)
016(
E)
022A
(E)
019(
E)
022B(E)
024(
E)
090-0(E)
023(
E)
020(
E)
021(E)
009(
E)
3333
33
008
EP (E)EP (E)
EP
9
9
9
5
24'-8" 11'-4" 4'-8" 20'-2" 13'-1" 10'-9" 1'-8"8'-6" 12'-8" 1'-8"
3'-4" 19'-10" 1'-6" 6'-5"10"
4'-1" 5'-2" 9'-10" 4'-7"
1'-0"
3'-4" 8'-9"
7"
24'-8" 6'-5" 4'-0"11"
4'-4" 5'-7" 10'-4" 3'-7" 14'-11" 1'-9" 10'-6" 10'-10" 3'-6" 6'-2"
3'-4" 18'-6" 2'-10" 9'-10"
8"
3'-7" 3'-3" 4'-0"
8"14
'-9"
2'-1
0"5'
-9"
2'-8
"10
'-10"
6'-3
"10
'-11"
9'-7
"
7'-0
"3'
-11"
3'-3
"3'
-0"
5'-8
"4"
4'-4
"6"
2'-1
"3'
-8"
1'-5
"7'
-7"
19'-4
"1'
-4"
4'-0
"7'
-9"
6'-3
"5'
-11"
1'-5
"1" 3'-7
"4'
-1"
1'-8
"3'
-11"4"
4'-8"
012(E)
093(E)
COL (E)
COL (E)
CG
CGCG
CGCG
CG
CG
CG
CG
3A5.2
A
B
CG
CG
CG
CG
CG
CG
CG
CG
1
1
MLH
A2.0.2
CORVALLIS, OREGON 97330
BENTON COUNTYHEALTH CLINIC
SHEET
DRAWN
REVISIONS
JOB NO.
DATE
2016.0030
DEC. 18, 2017
In the event conflicts are discovered between theoriginal signed and sealed documents prepared bythe Architects and/or their Consultants, and anycopy of the documents transmitted by mail, fax,electronically or otherwise, the original signed andsealed documents shall govern.
530 NW 27TH STREET
AC+Co ARCHITECTURE | COMMUNITY
CONSTRUCTION DOCUMENTS
NOT FOR CONSTRUCTIONMONTH DAY, YEAR
SCALE:1BASEMENT FLOOR PARTIAL PLAN - REMODEL (NORTH)
1/8"=1'-0"
E
1
5
D E
2
3
4
D
GENERAL NOTES APPLY TO ALL DRAWINGS.
DIMENSIONS ARE TO EXISTING FACE OF WALL, FACE OF NEWFRAMING, AND FACE OF EXISTING CONCRETE UNLESS NOTEDOTHERWISE.
DRAWINGS ARE DIAGRAMMATIC ONLY AND SHOULD NOT BE SCALED.NOTIFY ARCHITECT IMMEDIATELY OF ANY DISCREPANCIES ORQUESTIONABLE DIMENSIONS PRIOR TO PROCEEDING WITH AREA OFQUESTIONABLE WORK.
1.
2.
3.
GENERAL NOTES:
74'-0"
95'-7
"
74'-0"
95'-7
"
15'-1
0"15
'-6"
18'-3
"46
'-0"
15'-1
0"15
'-6"
18'-3
"46
'-0"
SYMBOL LEGEND:EXISTING CONCRETE WALL TO REMAIN
EXISTING WOOD FRAMED INTERIOR PARTITION WALL TO REMAIN
NEW 2x6 WOOD STUD AT 16" o.c.
NEW 2x4 WOOD STUD AT 16" o.c.
NEW 2x12 WOOD STUD AT 16" o.c.
NEW CONCRETE SLAB ON GRADE PER STRUCTURAL OVER NEWVAPOR BARRIER OVER NEW AGGREGATE
EXISTING CONCRETE COLUMN TO REMAIN
NEW WOOD COLUMN, (E) DESIGNATES EXISTING TO REMAIN,REFER TO STRUCTURAL DRAWINGS
NEW STEEL COLUMN, (E) DESIGNATES EXISTING TO REMAIN,REFER TO STRUCTURAL DRAWINGS
EXISTING FIRE EXTINGUISHER TO REMAIN
NEW FIRE EXTINGUISHER CABINET TO REMAIN, (E) DESIGNATESEXISTING TO REMAIN
NEW DOOR, FRAME AND HARDWARE REFER TO DOOR SCHEDULE
EXISTING DOOR AND FRAME TO REMAIN, REFER TO DOORSCHEDULE FOR NEW HARDWARE AS NOTED(E
)
COL (E)
FE (E)
FEC
COL
COL
123
FEC (E)
NEW ELECTRICAL PANEL, (E) DESIGNATES EXISTING TO REMAIN,(RR) IS EXISTING THAT IS RELOCATED, REFER TO ELECTRICALDRAWINGS
NEW HOSE BIBB, (E) DESIGNATES EXISTING TO REMAIN, REFER TOPLUMBING DRAWINGS
NEW FLOOR DRAIN, (E) DESIGNATES EXISTING TO REMAIN, REFERTO PLUMBING DRAWINGS
NEW DOWNSPOUT TO REMAIN, (E) DESIGNATES EXISTINGDOWNSPOUT TO REMAIN
NEW ROOF DRAIN, (E) DESIGNATES EXISTING TO REMAIN, REFERTO PLUMBING DRAWINGS
EP
HB
FD
DS
RD
NEW WINDOW, REFER TO SCHEDULE ON A8.0#
NEW FLOOR BOX, (E) DESIGNATES EXISTING TO REMAIN, REFERTO PLUMBING DRAWINGS, REFER TO ELECTRICAL DRAWINGSFB
REFERENCE NOTES: (NEW WORK)NEW CASEWORK OR COUNTERTOP, REFER TO ELEVATIONS1NEW PLUMBING FIXTURE, REFER TO PLUMBING DRAWINGS2SELECTIVE INFILL OF WALL, WALL FRAMING AND/OR FINISH TO MATCHEXISTING WALL, NOTIFY ARCHITECT OF ANY DISCREPANCIES
3
FURNITURE, NIC4NEW REFRIGERATOR OR FREEZER (OFCI), REFER TO PLUMBING DRAWINGSFOR WATER CONNECTION AND ELECTRICAL DRAWINGS
5
NO WORK, UNLESS OTHERWISE NOTED6
PATCH WALL WHERE PREVIOUS DEMO OCCURRED, FINISH TO MATCH EXISTINGCONDITIONS
7
REINSTALL TV WHERE NOTED WITH (RR)8INFILL OPENING WITH NEW WOOD FRAMING AND FINISH TO MATCH EXISTINGWALL
9
PATCH AND PAINT WALL WHERE NEW WINDOW IS INSTALLED10NEW STEEL EXTERIOR STAIR, GUARD AND HANDRAIL, REFER TO STRUCTURALDRAWINGS
11
NEW MANUAL OPERABLE PARTITION REFER TO SPECIFICATIONS12
NEW DENTAL CHAIR, OFCI13NEW DENTAL CABINET, REFER TO ELECTRICAL AND MECHANICAL DRAWINGS,OFCI
14
RELOCATE ELECTRICAL EQUIPMENT, REFER TO ELECTRICAL DRAWINGS15
INFILL OPENING IN FLOOR WITH 3 4" PLYWOOD, MAKE FLUSH SMOOTH SURFACE,PREP FOR NEW WORK
16
EXISTING LOUVER, PAINT17RELOCATE ELECTRICAL EQUIPMENT, REFER TO ELECTRICAL DRAWINGS18
EXISTING DOOR AND FRAME TO REMAIN, PREP AND PAINT, PAINT ONLY DOORFRAME AT SIM. CONDITIONS
19
NEW 5 8" GYPSUM WALLBOARD FINISH, ADHERE TO CONCRETE SUBSTRATE20NEW DOOR, EXISTING FRAME, PAINT FRAME ONLY, REFER TO DOOR SCHEDULE21EXISTING DOOR AND FRAME, NEW HARDWARE22EXISTING EQUIPMENT TO BE REINSTALLED, REFER TO MECHANICAL DRAWINGS23AREA OF NEW INFILL FRAMING AND FLOOR SHEATHING PER STRUCTURAL24EXTEND WOOD SHEATHING TO MATCH STRUCTURAL SHEAR WALL25REINSTALL BIKE RACK BAR, PROVIDE SOLID BACKING IN WALL, PAINT26PROVIDE RESILIENT CHANNELS AT 6'-0" o.c. THIS WALL27TV (OFCI) REFER TO ELECTRICAL, MOUNT CENTERED AT HEIGHT AS NOTED,PROVIDE BACKING IN WALL
28
PANIC BUTTON FEATURE REQUIRED AT STATION, REFER TO ELECTRICAL29
NEW COPIER OR EQUIPMENT, REFER TO ELECTRICAL30
NEW TRAFFIC COATING OVER EXISTING CONCRETE, FLOAT EXISTINGCONCRETE WITH CONCRETE TOPPING MATERIAL AS NEEDED
31
NEW STEEL COLUMN, PAINT32REPLACE ALL ACCESSORIES AND FINISHES PER ELEVATIONS AND FINISHSCHEDULE33
RECONSTRUCT LOW WALL AFTER REMOVAL OF BRICK MASONRY IS COMPLETE34PROVIDE STEEL PLATE COVER (24" x 18" x 14") OVER ACCESS HOLE NECESSARYFOR PLUMBING ACCESS35
PONY WALL BELOW36
EXISITNGUTILITYTUNNEL
1
5
2
3
4
MA
TCH
A2.
0.1
LIN
EA
2.0.
2
MA
TCH
A
2.0.
1
LIN
EA
2.0.
2
2A3.2
2A3.2
3A3.2
3A3.2
MLH
A2.1.1
A
A
1
5
B C D
2
3
4
B C D
CORVALLIS, OREGON 97330
BENTON COUNTYHEALTH CLINIC
SHEET
DRAWN
REVISIONS
JOB NO.
DATE
2016.0030
DEC. 18, 2017
In the event conflicts are discovered between theoriginal signed and sealed documents prepared bythe Architects and/or their Consultants, and anycopy of the documents transmitted by mail, fax,electronically or otherwise, the original signed andsealed documents shall govern.
530 NW 27TH STREET
AC+Co ARCHITECTURE | COMMUNITY
CONSTRUCTION DOCUMENTS
NOT FOR CONSTRUCTIONMONTH DAY, YEAR
SCALE:1FIRST FLOOR PARTIAL PLAN - REMODEL (SOUTH)
1/8"=1'-0"
FEC
CHASE
FEC
COL (E)
COL (E)
COL (E)
COL (E)
COL (E)
COL (E) COL (E)
COL COL COL COL COL COL COL
COL (E)
COL (E)
COL (E)
CHASE
135'-2"
95'-7
"
135'-2"
95'-7
"
27'-8" 36'-0" 71'-6"
15'-1
0"15
'-6"
18'-3
"46
'-0"
71'-6"36'-0"27'-8"
46'-0
"18
'-3"
15'-6
"15
'-10"
GENERAL NOTES APPLY TO ALL DRAWINGS.
DIMENSIONS ARE TO EXISTING FACE OF WALL, FACE OF NEWFRAMING, AND FACE OF EXISTING CONCRETE UNLESS NOTEDOTHERWISE.
DRAWINGS ARE DIAGRAMMATIC ONLY AND SHOULD NOT BE SCALED.NOTIFY ARCHITECT IMMEDIATELY OF ANY DISCREPANCIES ORQUESTIONABLE DIMENSIONS PRIOR TO PROCEEDING WITH AREA OFQUESTIONABLE WORK.
1.
2.
3.
GENERAL NOTES: SYMBOL LEGEND:EXISTING CONCRETE WALL TO REMAIN
EXISTING WOOD FRAMED INTERIOR PARTITION WALL TO REMAIN
NEW 2x6 WOOD STUD AT 16" o.c.
NEW 2x4 WOOD STUD AT 16" o.c.
NEW 2x12 WOOD STUD AT 16" o.c.
NEW CONCRETE SLAB ON GRADE PER STRUCTURAL OVER NEWVAPOR BARRIER OVER NEW AGGREGATE
EXISTING CONCRETE COLUMN TO REMAIN
NEW WOOD COLUMN, (E) DESIGNATES EXISTING TO REMAIN,REFER TO STRUCTURAL DRAWINGS
NEW STEEL COLUMN, (E) DESIGNATES EXISTING TO REMAIN,REFER TO STRUCTURAL DRAWINGS
EXISTING FIRE EXTINGUISHER TO REMAIN
NEW FIRE EXTINGUISHER CABINET TO REMAIN, (E) DESIGNATESEXISTING TO REMAIN
NEW DOOR, FRAME AND HARDWARE REFER TO DOOR SCHEDULE
EXISTING DOOR AND FRAME TO REMAIN, REFER TO DOORSCHEDULE FOR NEW HARDWARE AS NOTED(E
)
COL (E)
FE (E)
FEC
COL
COL
123
FEC (E)
NEW ELECTRICAL PANEL, (E) DESIGNATES EXISTING TO REMAIN,(RR) IS EXISTING THAT IS RELOCATED, REFER TO ELECTRICALDRAWINGS
NEW HOSE BIBB, (E) DESIGNATES EXISTING TO REMAIN, REFER TOPLUMBING DRAWINGS
NEW FLOOR DRAIN, (E) DESIGNATES EXISTING TO REMAIN, REFERTO PLUMBING DRAWINGS
NEW DOWNSPOUT TO REMAIN, (E) DESIGNATES EXISTINGDOWNSPOUT TO REMAIN
NEW ROOF DRAIN, (E) DESIGNATES EXISTING TO REMAIN, REFERTO PLUMBING DRAWINGS
EP
HB
FD
DS
RD
NEW WINDOW, REFER TO SCHEDULE ON A8.0#
NEW FLOOR BOX, (E) DESIGNATES EXISTING TO REMAIN, REFERTO PLUMBING DRAWINGS, REFER TO ELECTRICAL DRAWINGSFB
REFERENCE NOTES: (NEW WORK)NEW CASEWORK OR COUNTERTOP, REFER TO ELEVATIONS1NEW PLUMBING FIXTURE, REFER TO PLUMBING DRAWINGS2SELECTIVE INFILL OF WALL, WALL FRAMING AND/OR FINISH TO MATCHEXISTING WALL, NOTIFY ARCHITECT OF ANY DISCREPANCIES
3
FURNITURE, NIC4NEW REFRIGERATOR OR FREEZER (OFCI), REFER TO PLUMBING DRAWINGSFOR WATER CONNECTION AND ELECTRICAL DRAWINGS
5
NO WORK, UNLESS OTHERWISE NOTED6
PATCH WALL WHERE PREVIOUS DEMO OCCURRED, FINISH TO MATCH EXISTINGCONDITIONS
7
REINSTALL TV WHERE NOTED WITH (RR)8INFILL OPENING WITH NEW WOOD FRAMING AND FINISH TO MATCH EXISTINGWALL
9
PATCH AND PAINT WALL WHERE NEW WINDOW IS INSTALLED10NEW STEEL EXTERIOR STAIR, GUARD AND HANDRAIL, REFER TO STRUCTURALDRAWINGS
11
NEW MANUAL OPERABLE PARTITION REFER TO SPECIFICATIONS12
NEW DENTAL CHAIR, OFCI13NEW DENTAL CABINET, REFER TO ELECTRICAL AND MECHANICAL DRAWINGS,OFCI
14
RELOCATE ELECTRICAL EQUIPMENT, REFER TO ELECTRICAL DRAWINGS15
INFILL OPENING IN FLOOR WITH 3 4" PLYWOOD, MAKE FLUSH SMOOTH SURFACE,PREP FOR NEW WORK
16
EXISTING LOUVER, PAINT17RELOCATE ELECTRICAL EQUIPMENT, REFER TO ELECTRICAL DRAWINGS18
EXISTING DOOR AND FRAME TO REMAIN, PREP AND PAINT, PAINT ONLY DOORFRAME AT SIM. CONDITIONS
19
NEW 5 8" GYPSUM WALLBOARD FINISH, ADHERE TO CONCRETE SUBSTRATE20NEW DOOR, EXISTING FRAME, PAINT FRAME ONLY, REFER TO DOOR SCHEDULE21EXISTING DOOR AND FRAME, NEW HARDWARE22EXISTING EQUIPMENT TO BE REINSTALLED, REFER TO MECHANICAL DRAWINGS23AREA OF NEW INFILL FRAMING AND FLOOR SHEATHING PER STRUCTURAL24EXTEND WOOD SHEATHING TO MATCH STRUCTURAL SHEAR WALL25REINSTALL BIKE RACK BAR, PROVIDE SOLID BACKING IN WALL, PAINT26PROVIDE RESILIENT CHANNELS AT 6'-0" o.c. THIS WALL27TV (OFCI) REFER TO ELECTRICAL, MOUNT CENTERED AT HEIGHT AS NOTED,PROVIDE BACKING IN WALL
28
PANIC BUTTON FEATURE REQUIRED AT STATION, REFER TO ELECTRICAL29
NEW COPIER OR EQUIPMENT, REFER TO ELECTRICAL30
NEW TRAFFIC COATING OVER EXISTING CONCRETE, FLOAT EXISTINGCONCRETE WITH CONCRETE TOPPING MATERIAL AS NEEDED
31
NEW STEEL COLUMN, PAINT32REPLACE ALL ACCESSORIES AND FINISHES PER ELEVATIONS AND FINISHSCHEDULE33
RECONSTRUCT LOW WALL AFTER REMOVAL OF BRICK MASONRY IS COMPLETE34PROVIDE STEEL PLATE COVER (24" x 18" x 14") OVER ACCESS HOLE NECESSARYFOR PLUMBING ACCESS35
PONY WALL BELOW36
UP DN
UP
DN
DN
(E)
110
119-
2 (E
)
188 (E)
090-1 (E)
127 (E)
UP
DF
IMMUN-IZATION
111
EXAM121
EXAM131
EXAM132
WAIT141
WAIT146
EXAM135
EXAM137
DIRTY114
EXAM136
CLINICAL117
EXAM133
CLINICAL118
STAFF120
NURSEPREP138
SUPPLY134
VEST.145
TRIAGE149
OFFICE122
LAB/BLOODDRAW
123
PHLEB128
ENTRYVESTIBULE
125
STAIR NO. 3093RESTROOM
124
ELIGIBLITY144
JANITOR126
PROVIDEROFFICE
119
RESTROOM115
RESTROOM112
RESTROOM109
RESTROOM110
MED. RECORDSCLERK
155
PHARMACY150
STAIR NO. 4194
RECEPTION140
ELEVATOR090
STAIR NO. 2192
RESTROOM142
1
120 (E)
1
1
2 1 1 1
2
1
11111
1
1
1
1
2 2
2
FEC
1
21
2
1
2
3
3
2
1
1
2
13
2
1
2
1
2
1
1
4
4
4
1 2
11
3
COL
1
2
2
DF
1 2
WICEXAM
102
WICEXAM
107
WICEXAM
105
MC NURSES106
LACT.100
RECEPT.103
2
1
2
1
1
1A3.2
1A3.2
MA
TCH
A2.
1.1
LIN
EA
2.1.
2
MA
TCH
A
2.1.
1
LIN
EA
2.1.
2
1
5
2
3
4
3A3.2
3A3.2
1A3.6
3A3.6
3A3.6
4
EP
EP
COL(E)
3
STAIR NO. 2092
WAIT104 CORRIDOR
156
CORRIDOR130
CORRIDOR116
CORRIDOR113
CORRIDOR108
HALL101
WAIT127
1616
16 16
4
EP
STAFF147
RD (E)
DS (N)
DS (N)
DS (N)
DS (N)
FEC
CRISIS/MTG129
2 1 2 1 2 1
RD
RD
PHARMCLINICAL
154
PHARMOFFICE
152
HALL153
PHARMPACKING
151
RDCOLCOL
FEC
12A5.1
11A5.1
1A4.2
4A5.0
IB
H
EK (RR)
COL
15A5.1
3A4.2
6A4.1
3CA5.0
3CA5.0
3CA5.0
3BA5.0
3BA5.0
3AA5.0
1A5.0
A
RD (E)
7A5.0
4A4.1
1A7.0
COL COL
COL COL
3A5.1
2A5.1
4A5.1
1A4.1
16
STAIR NO. 4094
FEC
CORRIDOR148
3BA5.0
4A5.0 G
6A5.0
A
B
8A5.0
B
A
9A5.0
14A5.1
4FA5.0
5A5.0
WEIGH-IN139
HALL143
STOR172
STOR173
CORRIDOR166
CORRIDOR188
CLINICAL187
NEGPRESSURE
EXAM157
EXAM171
6
4A5.2
5
7
8
1
1 14
101
100
102
105
106
155
109
107
111
112
114
117
118
115
119-
1
121
122
123
128-
2
128-1
124
125-
2
125-
1
126 (E)
129
130
131
132
133
134
135
136
137-
1
138
140
147-1
092
142
144
145-
114
5-2
094
153
150-1 150-2 150-3
152
154
156
150-
4
7A7.0
2A5.0
B
HB
25
149
22 19
19
1922
19
22
SIM
SIM
1A5.1
5A5.1
7A5.1
10A5.1
13A5.1
4CA5.0 4
A5.0
A
4A5.0 D
E
10A5.0
B
A
2
30
111 1
1
1 2929
1TV 48"
29
305
5
5
27
RD(E)
30
29
27
TYPEOF(8)
32
20A8.2
3 3
2 1 2
30
30
3
1
2
27
27
5 30
29
29
29
29
1
29
1
29
1
29
11
19A8.2
9A8.3
9A8.1 S.O.H.
14A8.1
9A8.1
3'-6" 22'-0"R.O.
3'-6" 16'-10"
8'-0" 6'-0"D.O.D.
28
5'-4" 10'-2" 5'-0" 10'-2" 5'-4" 7'-7" 9'-4" 23'-0" 9'-6"
8"6'-0"R.O.
3'-6" 3'-6" 6'-0"R.O.
8"4'-8"4'-0"
R.O.4'-0"4'-0"
R.O.4'-0"4'-0"
R.O.3'-0" 1'-1" 5'-11" 14'-5"
R.O.
8"
4'-0"R.O.
3'-7"1'-1"
6'-0"R.O.
2'-3"1'-9" 6'-0"R.O.
4'-0" 6'-0"R.O.
5'-3"
4'-6" 1'-6"
3'-9"1'-3"
1'-7"1'-11"
5"5'-2"
5"2'-5"1'-7" 2'-7" 3'-5" 1'-5" 4'-7" 1'-9" 4'-3"
6"4'-9"1'-6"2'-3"11"
4"1'-6"2'-0"
10"4'-6" 3'-7" 5'-6"
11"
9"
2'-10"1'-1"
4'-3"2"
10"
1'-9
"6'
-0"
R.O
.2'
-11"
1"6'
-0"
R.O
.3'
-0"
6'-0
"R
.O.
3'-0
"6'
-0"
R.O
.
11"
2'-1
"6'
-0"
R.O
.1'
-5"
3'-6
"5'
-0"
6'-7
"3'
-2"
8'-0
"6'
-4"
6'-0
"R
.O.
4'-0
"4'
-0"
R.O
.2'
-8"
4"
4'-1
0"5'
-0"
1'-0
"1'
-5"
5'-6
"1'
-10"
3"
4"
1'-1
"2'-0
"2'
-7"
4'-6
"1'
-6" 2
'-4"8"
1'-7
"3'
-1"
1'-4
"
7" 2'-6
"
3'-9
"2'
-3"
1'-1
0"1'
-2"
6"5'
-6"
1'-0
" 5'-7
"2'
-2"
1'-0
"4'
-4"
1'-2
"2'
-6"
2'-8
"3'
-8"
10"
4"2'
-11"
1'-1
"
℄10'-0" 10'-0" 10'-0" 10'-0" 10'-0" 10'-0"
4"10'-10"
3" ℄ ℄ ℄ ℄ ℄ ℄℄
1'-2
"11
"
4'-0" 0"R.O.
8'-0" 6'-0"R.O.
3'-8"4"
2'-4" 6'-0"R.O.
4'-0" 6'-0"R.O.
5'-0" 6'-0"R.O.
5'-0" 6'-0"R.O.
4'-0" 6'-0"R.O.
11'-0"
4'-0"R.O.
2'-10"
3'-0"
1'-0"6"3'-6"
6'-0" 2'-0"1'-10"
1'-10"
8"
5'-4" 1'-8" 2'-4" 3'-2" 3'-3"2'-10" 1'-9" 2'-1" 2'-11"1'-4"3"
4'-5"
3'-5" 3'-0" 4'-0" 3'-0" 4'-0" 3'-0"1'-0"
4'-4" 2'-8" 2'-4"1'-8"
3"
2'-11" 5'-1"1'-0"
2'-6" 3'-9" 5'-0"
1'-3"
4'-4" 7'-1012" 7" 9'-10" 1'-2"2'-10" 6'-3" 4'-2"
2'-6" 5'-11" 5'-6" 1'-6" 5'-5" 5'-11" 7'-3"11" 3'-1"
1'-11" 5'-5" 1'-5" 4'-4" 2'-9" 7'-4" 10'-0"
1'-5"
4'-7"
4"
1'-8
"6'
-0"
3'-7
"4'
-3"
10'-6
"5'
-0"
4"9'
-9"
5'-4
"2'
-10"
7'-5
"5'
-1"
10'-2
"4'
-5"
5'-0
"2'
-9"
10"
2'-6
"
8"
7'-0
"2"
4"
9'-8
"6"
1'-7
"4'
-1"
2'-9
"1'
-4"
5'-2
"2"
5'-6
"1'
-11"
1'-0
"
1'-1
0"9"
3'-1
0"5'
-7"
5"10
"
3'-2
"
6'-10" 3'-4" 1'-0"
1'-712" 7" 1'
-2"
2'-9
"2'
-6"
11"
℄
3"
16
COL (E)
COL (E)
COL (E) COL
COL
COL
COL
COL
COL
COL COL
COL
COL COL COL
COL
COL
COL
COL
COL
COL
COL
7'-7"5" 5"
7'-7"
1'-6
"
1'-0
"
19
22COLCOL
32 32 32 32 32 32 32
32
32
32
34
36
36
CGCG
5137-
2 (E
)
19
35 35
COL
COL
147-2
CG
CG
CG
CG
CG
CG
CG
CG
CG
CG
CG
CG
CG
CG
CG
CGCG
CGCG
CG
CG
CGCG
CG
CGCG
CG
CG
CG
17
18
CG
CG
CGCG
CGCG
CG CG
CG
CG CG
CG (4)
CG
CG
CG
CG CG CG CGCG CG
CG
CG
MLH
A2.1.2E
1
5
D E
2
3
4
D
CORVALLIS, OREGON 97330
BENTON COUNTYHEALTH CLINIC
SHEET
DRAWN
REVISIONS
JOB NO.
DATE
2016.0030
DEC. 18, 2017
In the event conflicts are discovered between theoriginal signed and sealed documents prepared bythe Architects and/or their Consultants, and anycopy of the documents transmitted by mail, fax,electronically or otherwise, the original signed andsealed documents shall govern.
530 NW 27TH STREET
AC+Co ARCHITECTURE | COMMUNITY
CONSTRUCTION DOCUMENTS
NOT FOR CONSTRUCTIONMONTH DAY, YEAR
SCALE:1FIRST FLOOR PARTIAL PLAN - REMODEL (NORTH)
1/8"=1'-0"
FE (RR)
FEC
FB (E)
HW (E)
74'-0"
95'-7
"
74'-0"
95'-7
"
15'-1
0"15
'-6"
18'-3
"46
'-0"
46'-0
"18
'-3"
15'-6
"15
'-10"
GENERAL NOTES APPLY TO ALL DRAWINGS.
DIMENSIONS ARE TO EXISTING FACE OF WALL, FACE OF NEWFRAMING, AND FACE OF EXISTING CONCRETE UNLESS NOTEDOTHERWISE.
DRAWINGS ARE DIAGRAMMATIC ONLY AND SHOULD NOT BE SCALED.NOTIFY ARCHITECT IMMEDIATELY OF ANY DISCREPANCIES ORQUESTIONABLE DIMENSIONS PRIOR TO PROCEEDING WITH AREA OFQUESTIONABLE WORK.
1.
2.
3.
GENERAL NOTES:
DN180-1 (E)
173 (E)
186
(E)
184
(E)
176
(E)
175
(E)
174
(E)
183
(E)
182
(E)
178
(E)
180-2 (E)
179
(E)
177
(E)
181A
(E)
185
(E)18
9A (E
)
187
(E)
188 (E)
RESTROOM160
RESTROOM161
STOR172
STOR173
OFFICE174
RESTROOM176
EXAM177
EXAM178
OFFICE175
AOD179
CORRIDOR166
CORRIDOR188
VEST180
AOD181A
OFFICE182
EXAM183
EXAM184
EXAM185
EXAM186
CLINICAL187
STAIR NO. 1191
CLOSET189B
CLOSET189A
1 1 1
111
1
1
14131314131313
COL (N)
2
1 2
1
1
333
21 8(RR)
77
6
10
6 6 6 6 6
6
10 10 10 10 10 10 181B (E)
UP
10
666
6
6
6
6
6
172 (E)
NEGPRESSURE
EXAM157
CLINICAL158
EXAM159 EXAM
162STAFF
164
PROVIDEROFFICE
165
CLINICAL168
EXAM170
EXAM171
PROCEDURE169
DIRTY167
2 2 2
2
2
1 1 1
1
1
1
5
2
3
4
SYMBOL LEGEND:EXISTING CONCRETE WALL TO REMAIN
EXISTING WOOD FRAMED INTERIOR PARTITION WALL TO REMAIN
NEW 2x6 WOOD STUD AT 16" o.c.
NEW 2x4 WOOD STUD AT 16" o.c.
NEW 2x12 WOOD STUD AT 16" o.c.
NEW CONCRETE SLAB ON GRADE PER STRUCTURAL OVER NEWVAPOR BARRIER OVER NEW AGGREGATE
EXISTING CONCRETE COLUMN TO REMAIN
NEW WOOD COLUMN, (E) DESIGNATES EXISTING TO REMAIN,REFER TO STRUCTURAL DRAWINGS
NEW STEEL COLUMN, (E) DESIGNATES EXISTING TO REMAIN,REFER TO STRUCTURAL DRAWINGS
EXISTING FIRE EXTINGUISHER TO REMAIN
NEW FIRE EXTINGUISHER CABINET TO REMAIN, (E) DESIGNATESEXISTING TO REMAIN
NEW DOOR, FRAME AND HARDWARE REFER TO DOOR SCHEDULE
EXISTING DOOR AND FRAME TO REMAIN, REFER TO DOORSCHEDULE FOR NEW HARDWARE AS NOTED(E
)
COL (E)
FE (E)
FEC
COL
COL
123
FEC (E)
NEW ELECTRICAL PANEL, (E) DESIGNATES EXISTING TO REMAIN,(RR) IS EXISTING THAT IS RELOCATED, REFER TO ELECTRICALDRAWINGS
NEW HOSE BIBB, (E) DESIGNATES EXISTING TO REMAIN, REFER TOPLUMBING DRAWINGS
NEW FLOOR DRAIN, (E) DESIGNATES EXISTING TO REMAIN, REFERTO PLUMBING DRAWINGS
NEW DOWNSPOUT TO REMAIN, (E) DESIGNATES EXISTINGDOWNSPOUT TO REMAIN
NEW ROOF DRAIN, (E) DESIGNATES EXISTING TO REMAIN, REFERTO PLUMBING DRAWINGS
EP
HB
FD
DS
RD
NEW WINDOW, REFER TO SCHEDULE ON A8.0#
NEW FLOOR BOX, (E) DESIGNATES EXISTING TO REMAIN, REFERTO PLUMBING DRAWINGS, REFER TO ELECTRICAL DRAWINGSFB
REFERENCE NOTES: (NEW WORK)NEW CASEWORK OR COUNTERTOP, REFER TO ELEVATIONS1NEW PLUMBING FIXTURE, REFER TO PLUMBING DRAWINGS2SELECTIVE INFILL OF WALL, WALL FRAMING AND/OR FINISH TO MATCHEXISTING WALL, NOTIFY ARCHITECT OF ANY DISCREPANCIES
3
FURNITURE, NIC4NEW REFRIGERATOR OR FREEZER (OFCI), REFER TO PLUMBING DRAWINGSFOR WATER CONNECTION AND ELECTRICAL DRAWINGS
5
NO WORK, UNLESS OTHERWISE NOTED6
PATCH WALL WHERE PREVIOUS DEMO OCCURRED, FINISH TO MATCH EXISTINGCONDITIONS
7
REINSTALL TV WHERE NOTED WITH (RR)8INFILL OPENING WITH NEW WOOD FRAMING AND FINISH TO MATCH EXISTINGWALL
9
PATCH AND PAINT WALL WHERE NEW WINDOW IS INSTALLED10NEW STEEL EXTERIOR STAIR, GUARD AND HANDRAIL, REFER TO STRUCTURALDRAWINGS
11
NEW MANUAL OPERABLE PARTITION REFER TO SPECIFICATIONS12
NEW DENTAL CHAIR, OFCI13NEW DENTAL CABINET, REFER TO ELECTRICAL AND MECHANICAL DRAWINGS,OFCI
14
RELOCATE ELECTRICAL EQUIPMENT, REFER TO ELECTRICAL DRAWINGS15
INFILL OPENING IN FLOOR WITH 3 4" PLYWOOD, MAKE FLUSH SMOOTH SURFACE,PREP FOR NEW WORK
16
EXISTING LOUVER, PAINT17RELOCATE ELECTRICAL EQUIPMENT, REFER TO ELECTRICAL DRAWINGS18
EXISTING DOOR AND FRAME TO REMAIN, PREP AND PAINT, PAINT ONLY DOORFRAME AT SIM. CONDITIONS
19
NEW 5 8" GYPSUM WALLBOARD FINISH, ADHERE TO CONCRETE SUBSTRATE20NEW DOOR, EXISTING FRAME, PAINT FRAME ONLY, REFER TO DOOR SCHEDULE21EXISTING DOOR AND FRAME, NEW HARDWARE22EXISTING EQUIPMENT TO BE REINSTALLED, REFER TO MECHANICAL DRAWINGS23AREA OF NEW INFILL FRAMING AND FLOOR SHEATHING PER STRUCTURAL24EXTEND WOOD SHEATHING TO MATCH STRUCTURAL SHEAR WALL25REINSTALL BIKE RACK BAR, PROVIDE SOLID BACKING IN WALL, PAINT26PROVIDE RESILIENT CHANNELS AT 6'-0" o.c. THIS WALL27TV (OFCI) REFER TO ELECTRICAL, MOUNT CENTERED AT HEIGHT AS NOTED,PROVIDE BACKING IN WALL
28
PANIC BUTTON FEATURE REQUIRED AT STATION, REFER TO ELECTRICAL29
NEW COPIER OR EQUIPMENT, REFER TO ELECTRICAL30
NEW TRAFFIC COATING OVER EXISTING CONCRETE, FLOAT EXISTINGCONCRETE WITH CONCRETE TOPPING MATERIAL AS NEEDED
31
NEW STEEL COLUMN, PAINT32REPLACE ALL ACCESSORIES AND FINISHES PER ELEVATIONS AND FINISHSCHEDULE33
RECONSTRUCT LOW WALL AFTER REMOVAL OF BRICK MASONRY IS COMPLETE34PROVIDE STEEL PLATE COVER (24" x 18" x 14") OVER ACCESS HOLE NECESSARYFOR PLUMBING ACCESS35
PONY WALL BELOW36
MA
TCH
A2.
1.1
LIN
EA
2.1.
2
MA
TCH
A
2.1.
1
LIN
EA
2.1.
2
2A3.2
2A3.2
CLOSET181B
HALL163
2
1
3A3.2
3A3.2
DS (N)
DS (N) DS (N)DS (N)
DS (N)DS (N)DS (N)
DS (N)DS (N)
3AA5.0
3AA5.0
9A5.1
3AA5.0
3AA5.0
3AA5.0
5A4.2
3AA5.0
2
ELIGIBLITY144
STAIR NO. 2092
HALL143
ENTRYVESTIBULE
125
157
158
159 16
0
161
162
163
164
165
167
168
169
170
171
19 SIM 19SIM
19SIM
19SIM
19SIM
19SIM
19SIM
19SIM
19SIM
19SIM
19SIM
19SIM
19SIM
19SIM
26
HB
22 19SIM
EP(E)EP(E)
31
1A3.7
30
29
DS (N)DS (N)
5'-8"
8"
6'-0"R.O.
2'-5"7"
6'-0"R.O.
8'-8" 4'-9"7"
6'-0"R.O.
4'-10" 4'-8" 6'-4" 5'-2" 6'-0"R.O.
4"1'-4"
6"5'-2" 5'-11" 1'-3" 2'-1"1'-11"
5"
4'-4" 3'-0" 1'-10"
EP
4"
10'-1
"5'
-0"
2'-1
0"8'
-9"
4'-8
"6'
-6"
4'-8
"2'
-8"
11'-1
"
2"
1'-0
"9'
-1"
7'-6
"
2'-5
"6'
-0"
R.O
.2'
-6"
4'-0
"R
.O.
3'-4
"7'
-6"
6'-3
"
1'-1
0"
6'-0
"R
.O.
3'-9
"1'
-9"
5'-0
"2'
-8"
2"
10"
5'-2
"
8"
1'-0
"
10"
6"
2'-1
0"
2"1'-9"
1'-8"
3'-8"4'-7"5'-4"
9"1"
2'-11"
3"
2'-10"
5"
4'-5"1'-7"
1'-5"1'-7"
5'-2"
11'-1
"
35353535
19
4'-0"
8'-1" 6'-0"R.O.
4'-0" 6'-0"R.O.
10'-0" 6'-0"R.O.
4'-0" 6'-0"R.O.
1'-0"
2'-2" 6'-0"R.O.
3'-0" 6'-0"R.O.
5'-0" 6'-0"R.O.
4'-0" 4'-0"R.O.
4'-0" 6'-0"R.O.
5'-0" 6'-0"R.O.
4'-0" 4'-0"R.O.
4'-2" 4'-6"
8"5"8"
2'-5"1'-7"2'-9"3'-1"1'-11"1'-6"1'-6"
CG CG CG
MLH
A2.2.1
CORVALLIS, OREGON 97330
BENTON COUNTYHEALTH CLINIC
SHEET
DRAWN
REVISIONS
JOB NO.
DATE
2016.0030
DEC. 18, 2017
In the event conflicts are discovered between theoriginal signed and sealed documents prepared bythe Architects and/or their Consultants, and anycopy of the documents transmitted by mail, fax,electronically or otherwise, the original signed andsealed documents shall govern.
530 NW 27TH STREET
AC+Co ARCHITECTURE | COMMUNITY
CONSTRUCTION DOCUMENTS
NOT FOR CONSTRUCTIONMONTH DAY, YEAR
SCALE:1SECOND FLOOR PARTIAL PLAN - REMODEL (SOUTH)
1/8"=1'-0"
A
A
1
5
B C D
2
3
4
B C D
FEC
COL (E)COL (E)COL (E)
COL (E)COL (E)
COL (E)
COL (E) COL (E)
COL (E)
FIRST FLOORROOF BELOW -REFER TO ROOFPLAN A2.4
CHASE (E)
COL (E)
135'-2"
95'-7
"
135'-2"
27'-8" 36'-0" 71'-6"
15'-1
0"15
'-6"
18'-3
"46
'-0"
71'-6"36'-0"27'-8"
95'-7
"
15'-1
0"15
'-6"
18'-3
"46
'-0"
EP (E) EP (E)
GENERAL NOTES APPLY TO ALL DRAWINGS.
DIMENSIONS ARE TO EXISTING FACE OF WALL, FACE OF NEWFRAMING, AND FACE OF EXISTING CONCRETE UNLESS NOTEDOTHERWISE.
DRAWINGS ARE DIAGRAMMATIC ONLY AND SHOULD NOT BE SCALED.NOTIFY ARCHITECT IMMEDIATELY OF ANY DISCREPANCIES ORQUESTIONABLE DIMENSIONS PRIOR TO PROCEEDING WITH AREA OFQUESTIONABLE WORK.
1.
2.
3.
GENERAL NOTES: SYMBOL LEGEND:EXISTING CONCRETE WALL TO REMAIN
EXISTING WOOD FRAMED INTERIOR PARTITION WALL TO REMAIN
NEW 2x6 WOOD STUD AT 16" o.c.
NEW 2x4 WOOD STUD AT 16" o.c.
NEW 2x12 WOOD STUD AT 16" o.c.
NEW CONCRETE SLAB ON GRADE PER STRUCTURAL OVER NEWVAPOR BARRIER OVER NEW AGGREGATE
EXISTING CONCRETE COLUMN TO REMAIN
NEW WOOD COLUMN, (E) DESIGNATES EXISTING TO REMAIN,REFER TO STRUCTURAL DRAWINGS
NEW STEEL COLUMN, (E) DESIGNATES EXISTING TO REMAIN,REFER TO STRUCTURAL DRAWINGS
EXISTING FIRE EXTINGUISHER TO REMAIN
NEW FIRE EXTINGUISHER CABINET TO REMAIN, (E) DESIGNATESEXISTING TO REMAIN
NEW DOOR, FRAME AND HARDWARE REFER TO DOOR SCHEDULE
EXISTING DOOR AND FRAME TO REMAIN, REFER TO DOORSCHEDULE FOR NEW HARDWARE AS NOTED(E
)
COL (E)
FE (E)
FEC
COL
COL
123
FEC (E)
NEW ELECTRICAL PANEL, (E) DESIGNATES EXISTING TO REMAIN,(RR) IS EXISTING THAT IS RELOCATED, REFER TO ELECTRICALDRAWINGS
NEW HOSE BIBB, (E) DESIGNATES EXISTING TO REMAIN, REFER TOPLUMBING DRAWINGS
NEW FLOOR DRAIN, (E) DESIGNATES EXISTING TO REMAIN, REFERTO PLUMBING DRAWINGS
NEW DOWNSPOUT TO REMAIN, (E) DESIGNATES EXISTINGDOWNSPOUT TO REMAIN
NEW ROOF DRAIN, (E) DESIGNATES EXISTING TO REMAIN, REFERTO PLUMBING DRAWINGS
EP
HB
FD
DS
RD
NEW WINDOW, REFER TO SCHEDULE ON A8.0#
NEW FLOOR BOX, (E) DESIGNATES EXISTING TO REMAIN, REFERTO PLUMBING DRAWINGS, REFER TO ELECTRICAL DRAWINGSFB
REFERENCE NOTES: (NEW WORK)NEW CASEWORK OR COUNTERTOP, REFER TO ELEVATIONS1NEW PLUMBING FIXTURE, REFER TO PLUMBING DRAWINGS2SELECTIVE INFILL OF WALL, WALL FRAMING AND/OR FINISH TO MATCHEXISTING WALL, NOTIFY ARCHITECT OF ANY DISCREPANCIES
3
FURNITURE, NIC4NEW REFRIGERATOR OR FREEZER (OFCI), REFER TO PLUMBING DRAWINGSFOR WATER CONNECTION AND ELECTRICAL DRAWINGS
5
NO WORK, UNLESS OTHERWISE NOTED6PATCH WALL WHERE PREVIOUS DEMO OCCURRED, FINISH TO MATCH EXISTINGCONDITIONS
7
REINSTALL TV WHERE NOTED WITH (RR)8
INFILL OPENING WITH NEW WOOD FRAMING AND FINISH TO MATCH EXISTINGWALL
9
PATCH AND PAINT WALL WHERE NEW WINDOW IS INSTALLED10
NEW STEEL EXTERIOR STAIR, GUARD AND HANDRAIL, REFER TO STRUCTURALDRAWINGS
11
NEW MANUAL OPERABLE PARTITION REFER TO SPECIFICATIONS12
NEW DENTAL CHAIR, OFCI13
NEW DENTAL CABINET, REFER TO ELECTRICAL AND MECHANICAL DRAWINGS,OFCI
14
RELOCATE ELECTRICAL EQUIPMENT, REFER TO ELECTRICAL DRAWINGS15
INFILL OPENING IN FLOOR WITH 3 4" PLYWOOD, MAKE FLUSH SMOOTH SURFACE,PREP FOR NEW WORK
16
EXISTING LOUVER, PAINT17RELOCATE ELECTRICAL EQUIPMENT, REFER TO ELECTRICAL DRAWINGS18EXISTING DOOR AND FRAME TO REMAIN, PREP AND PAINT, PAINT ONLY DOORFRAME AT SIM. CONDITIONS
19
NEW 5 8" GYPSUM WALLBOARD FINISH, ADHERE TO CONCRETE SUBSTRATE20
NEW DOOR, EXISTING FRAME, PAINT FRAME ONLY, REFER TO DOOR SCHEDULE21EXISTING DOOR AND FRAME, NEW HARDWARE22EXISTING EQUIPMENT TO BE REINSTALLED, REFER TO MECHANICAL DRAWINGS23
AREA OF NEW INFILL FRAMING AND FLOOR SHEATHING PER STRUCTURAL24EXTEND WOOD SHEATHING TO MATCH STRUCTURAL SHEAR WALL25
REINSTALL BIKE RACK BAR, PROVIDE SOLID BACKING IN WALL, PAINT26
PROVIDE RESILIENT CHANNELS AT 6'-0" o.c. THIS WALL27TV (OFCI) REFER TO ELECTRICAL, MOUNT CENTERED AT HEIGHT AS NOTED,PROVIDE BACKING IN WALL
28
PANIC BUTTON FEATURE REQUIRED AT STATION, REFER TO ELECTRICAL29NEW COPIER OR EQUIPMENT, REFER TO ELECTRICAL30NEW TRAFFIC COATING OVER EXISTING CONCRETE, FLOAT EXISTINGCONCRETE WITH CONCRETE TOPPING MATERIAL AS NEEDED
31
NEW STEEL COLUMN, PAINT32REPLACE ALL ACCESSORIES AND FINISHES PER ELEVATIONS AND FINISHSCHEDULE33
RECONSTRUCT LOW WALL AFTER REMOVAL OF BRICK MASONRY IS COMPLETE34PROVIDE STEEL PLATE COVER (24" x 18" x 14") OVER ACCESS HOLE NECESSARYFOR PLUMBING ACCESS35
PONY WALL BELOW36
CLINICAL209
5CA205
OFFICE206
OFFICE203
PSYOFFICE
250
NURSESOFFICE
249
CLINICAL248
PEERS242
CONFERENCE240
OFFICE224
OFFICE225
OFFICE226
OFFICE227
OFFICE228
OFFICE231
SOSWORKROOM
252
CHILDRENSTEAM
OFFICE216
STOR.229
COFFEE / STAFF
233
GROUP/MTG213
HOUSING241
STAFFROOM
208
PSYOFFICE
251
OFFICE232
OFFICE219
OFFICE220
OFFICE218
CLINICAL238
OFFICE200
TEAMSPACE
204
OFFICE201
TAS202
BLDGUTILITY
239OFFICE236
OFFICE237
STOR215
HALL212
RESTROOM210
RESTROOM211
CORR217
ELEV090
STAIR NO. 2192
STAIR NO. 4194
CORR253
CORR234
CORR235
STAIR NO. 4294
RESTROOM230
RESTROOM247
OFFICE221
OFFICE222
OFFICE223
UPDN
DN
11
11
15 15
15
11 11 11 11 10 10
11
12121111111111
11
11
11
11
11
DF
4
2
1
1
3
3
3
DN
090-2(E)
239 (E)
ADD ALT NO. 1REFER TO SHEETA2.5
1A3.2
MA
TCH
A2.
2.1
LIN
EA
2.2.
2
MA
TCH
A
2.2.
1
LIN
EA
2.2.
2
1A3.2
1
5
2
3
4
3A3.2
3A3.2
1A3.6
2A3.6
1A3.6
COL (E)
COL (E)
COL (E)
COL (E)
CHASE (N)
COL (E)
GROUP/MTG214
FB
FB
FB
COL (E)
HALL207
EP (E)
CHASE (E)
CHASE (N)
COL (E)
RECPT243
LOBBY246
WAIT244
CANOPY BELOW,REFER TO ROOFPLAN, A2.4
DS (N)DS (N)
RD (E)DS (N)
DS (N)
RD CANOPY BELOW,REFER TO ROOFPLAN A2.4
DS (N)
1A7.0
EP (N)DS (N)EP (N)
10
10
11
1
11
1A4.3
6A4.3
4A4.3
6A5.1
B
A
6A5.1
C
6A5.1
D
7
EXSTOFFICE
260
EXSTOFFICE
261
EXSTMEETING
262
EXSTPROCEDURE
263
EXSTOFFICE
264A
EXSTRECEPTION
265
EXSTHALL266
EXSTSTOR
267
HALL245
EXSTCLST264B
EXSTCORR
280
EXSTOFFICE
270
EXSTOFFICE
285SOSA282
ADMINSUPPORT
A270OR
OR
200 202
201
205
203
206
209
208
207
217-1
210
211
213
214
215
216
218
219
238
237
236
220
222
221
223
233
224
232
225
227
226
231
228
229
230
234
240-
2
240-
1
241
242
243
252
247
253-
1
253-2248
249
250
251
260
267
261
262
263-1
263-2
265
264B
264A
217-2
23
21 21 21
21
21
21
21
2123
(GRAB BARS)
24
COL (E)
COL (E)
RAMP269
RD (E)
7
30
27
27
29
EP EP EP
3A3.7
TYP
27
27
2729
RD (E)
TV 48"28
16
2"6'-0"R.O.
4'-0" 4'-0"R.O.
4'-0" 6'-0"R.O.
5'-10"2"
8'-8" 6'-0"R.O.
4'-0" 6'-0"R.O.
4'-0" 0"R.O.
6'-0" 6'-0"R.O.
9'-9" 0"R.O.
4'-6" 4'-6"R.O.
1'-5"
2"
5'-10"
3'-6" 2'-4" 6'-0" 3'-4"8"
4'-0" 6'-0" 5'-10" 2'-5" 3'-7" 2'-3"1'-9" 2'-6"
1'-1"
2'-5" 3'-6" 2'-6"8"
9'-9" 1'-0" 3'-5" 8"
7"
3'-3"
1"
2"3'-6" 6'-4" 2'-10" 2'-6" 2'-10" 3'-10" 8'-0"
2"
5'-2"
8"
6'-11" 8'-8" 1'-8" 3'-4" 6'-4" 5'-4" 5'-11" 1'-11" 17'-4"
9"
4'-0" 4'-9" 3'-9"
10"
4'-1
0"
1'-0
"6'
-0"
R.O
.4'
-0"
6'-0
"R
.O.
4'-0
"4'
-0"
6'-0
"1'
-6"
2'-4
"5'
-10"
2'-1
1"1'
-5"
6'-0
"R
.O.
3'-0
"6'
-0"
R.O
.3'
-0"
6'-0
"R
.O.
6'-0
"R
.O.
3'-0
"6'
-0"
R.O
.2'
-5"
2"
2'-4
"3'
-8"
1'-0
"3'
-0"
4'-1
0"
1'-2
"
1'-8
"
6'-0
"R
.O.
2'-4
"1'
-10"
3'-4
"11
"3'
-1"
4"11
"4'
-9"
10"
8"10
"
2'-3
"6"
1'-8
"2"
7"
3'-1
1"2'
-1"
2'-7
"
5"
3'-6
"2'
-6"
10"
2'-2
"2'
-3"
3'-9
"9"
5'-3
"2"
5'-7"
6'-6"
ROD (E) ROD (E)32
32
COLCOL
COL
COLCOLCOL
COLCOLCOL
COL
COL COL
COL
COL COL
COL
COL COL
COL
COL
COL
COLCOL
19
19
21
COL
COL
2'-1
0"
1'-7
"8"
2"
2'-6" 6'-0"R.O.
3'-8"
4"
6'-0"R.O.
4'-6"
6"
6'-0"R.O.
3'-6" 1'-6" 6'-0"R.O.
2'-10"
1'-2"
6'-0"R.O.
2'-8"
4"
6'-0"R.O.
2'-0" 3'-6" 22'-0"R.O.
3'-6" 2'-0" 4'-0"R.O.
4'-0" 4'-0"R.O.
2'-10"
5'-4"2" 6" 3" 1'-1"
9" 3'-11"
9" 1'-1"
1'-8" 3'-1" 7'-4" 10'-4"
1'-3"
2'-7"1'-5"
8"
3'-4" 2'-0"10"
2"
4'-5
"4'
-7"
7'-6
"8'
-2"
7'-5
"3'
-2"
1'-0
"
3'-1
1"1'
-9"
6'-0
"R
.O.
2'-5
"3'
-6"
4'-6
"R
.O.
1'-6
"4'
-6"
R.O
.4'
-4"
3'-6
"6'
-0"
R.O
.2'
-0"
4'-1
0"
3'-2
"5'
-7"
7"
1'-1
"2'
-5"
5"
2'-1
0"1'
-6"
2'-4
"1"
4'-1
1"
1'-1
"
2'-1
0"5'
-4"
4'-6
"3'
-0"
4'-0
"
7"
2'-9
"1'
-8"
13'-9
"
5'-0"
6'-11"
8"
1'-6
"
3'-0
"
COL COL
13
16A8.3
15A8.3
36 36
5A8.3
9
8A5.1
7'-3" 6'-0"R.O.
6'-0"
CG
CG
CG
CG
CG
CGCG
CG CG
CG
CGCG
CG
CG CG
CG
CG
CGCG
CG
CG CG
CG
CG (4)
CG
CG
CG
CG
CG
CG
MLH
A2.2.2
CORVALLIS, OREGON 97330
BENTON COUNTYHEALTH CLINIC
SHEET
DRAWN
REVISIONS
JOB NO.
DATE
2016.0030
DEC. 18, 2017
In the event conflicts are discovered between theoriginal signed and sealed documents prepared bythe Architects and/or their Consultants, and anycopy of the documents transmitted by mail, fax,electronically or otherwise, the original signed andsealed documents shall govern.
530 NW 27TH STREET
AC+Co ARCHITECTURE | COMMUNITY
CONSTRUCTION DOCUMENTS
NOT FOR CONSTRUCTIONMONTH DAY, YEAR
SCALE:1SECOND FLOOR PARTIAL PLAN - REMODEL (NORTH)
1/8"=1'-0"
E
1
5
D E
2
3
4
D
FIRST FLOORROOF BELOW -REFER TO ROOFPLAN, A2.4
95'-7
"
74'-0"
15'-1
0"15
'-6"
18'-3
"46
'-0"
74'-0"
95'-7
"
15'-1
0"15
'-6"
18'-3
"46
'-0"
EP (E) EP (E)
GENERAL NOTES APPLY TO ALL DRAWINGS.
DIMENSIONS ARE TO EXISTING FACE OF WALL, FACE OF NEWFRAMING, AND FACE OF EXISTING CONCRETE UNLESS NOTEDOTHERWISE.
DRAWINGS ARE DIAGRAMMATIC ONLY AND SHOULD NOT BE SCALED.NOTIFY ARCHITECT IMMEDIATELY OF ANY DISCREPANCIES ORQUESTIONABLE DIMENSIONS PRIOR TO PROCEEDING WITH AREA OFQUESTIONABLE WORK.
1.
2.
3.
GENERAL NOTES:
RAMP269
OFFICE263
STAIR NO. 2192
EXSTCORR
280
STAIR NO. 1191
DN
11
11 11
11 11 11 11
11
12111111111111
3
DN
269
(E)
1
5
2
3
4
SYMBOL LEGEND:EXISTING CONCRETE WALL TO REMAIN
EXISTING WOOD FRAMED INTERIOR PARTITION WALL TO REMAIN
NEW 2x6 WOOD STUD AT 16" o.c.
NEW 2x4 WOOD STUD AT 16" o.c.
NEW 2x12 WOOD STUD AT 16" o.c.
NEW CONCRETE SLAB ON GRADE PER STRUCTURAL OVER NEWVAPOR BARRIER OVER NEW AGGREGATE
EXISTING CONCRETE COLUMN TO REMAIN
NEW WOOD COLUMN, (E) DESIGNATES EXISTING TO REMAIN,REFER TO STRUCTURAL DRAWINGS
NEW STEEL COLUMN, (E) DESIGNATES EXISTING TO REMAIN,REFER TO STRUCTURAL DRAWINGS
EXISTING FIRE EXTINGUISHER TO REMAIN
NEW FIRE EXTINGUISHER CABINET TO REMAIN, (E) DESIGNATESEXISTING TO REMAIN
NEW DOOR, FRAME AND HARDWARE REFER TO DOOR SCHEDULE
EXISTING DOOR AND FRAME TO REMAIN, REFER TO DOORSCHEDULE FOR NEW HARDWARE AS NOTED(E
)
COL (E)
FE (E)
FEC
COL
COL
123
FEC (E)
NEW ELECTRICAL PANEL, (E) DESIGNATES EXISTING TO REMAIN,(RR) IS EXISTING THAT IS RELOCATED, REFER TO ELECTRICALDRAWINGS
NEW HOSE BIBB, (E) DESIGNATES EXISTING TO REMAIN, REFER TOPLUMBING DRAWINGS
NEW FLOOR DRAIN, (E) DESIGNATES EXISTING TO REMAIN, REFERTO PLUMBING DRAWINGS
NEW DOWNSPOUT TO REMAIN, (E) DESIGNATES EXISTINGDOWNSPOUT TO REMAIN
NEW ROOF DRAIN, (E) DESIGNATES EXISTING TO REMAIN, REFERTO PLUMBING DRAWINGS
EP
HB
FD
DS
RD
NEW WINDOW, REFER TO SCHEDULE ON A8.0#
NEW FLOOR BOX, (E) DESIGNATES EXISTING TO REMAIN, REFERTO PLUMBING DRAWINGS, REFER TO ELECTRICAL DRAWINGSFB
REFERENCE NOTES: (NEW WORK)NEW CASEWORK OR COUNTERTOP, REFER TO ELEVATIONS1NEW PLUMBING FIXTURE, REFER TO PLUMBING DRAWINGS2SELECTIVE INFILL OF WALL, WALL FRAMING AND/OR FINISH TO MATCHEXISTING WALL, NOTIFY ARCHITECT OF ANY DISCREPANCIES
3
FURNITURE, NIC4NEW REFRIGERATOR OR FREEZER (OFCI), REFER TO PLUMBING DRAWINGSFOR WATER CONNECTION AND ELECTRICAL DRAWINGS
5
NO WORK, UNLESS OTHERWISE NOTED6PATCH WALL WHERE PREVIOUS DEMO OCCURRED, FINISH TO MATCH EXISTINGCONDITIONS
7
REINSTALL TV WHERE NOTED WITH (RR)8
INFILL OPENING WITH NEW WOOD FRAMING AND FINISH TO MATCH EXISTINGWALL
9
PATCH AND PAINT WALL WHERE NEW WINDOW IS INSTALLED10
NEW STEEL EXTERIOR STAIR, GUARD AND HANDRAIL, REFER TO STRUCTURALDRAWINGS
11
NEW MANUAL OPERABLE PARTITION REFER TO SPECIFICATIONS12
NEW DENTAL CHAIR, OFCI13
NEW DENTAL CABINET, REFER TO ELECTRICAL AND MECHANICAL DRAWINGS,OFCI
14
RELOCATE ELECTRICAL EQUIPMENT, REFER TO ELECTRICAL DRAWINGS15
INFILL OPENING IN FLOOR WITH 3 4" PLYWOOD, MAKE FLUSH SMOOTH SURFACE,PREP FOR NEW WORK
16
EXISTING LOUVER, PAINT17RELOCATE ELECTRICAL EQUIPMENT, REFER TO ELECTRICAL DRAWINGS18EXISTING DOOR AND FRAME TO REMAIN, PREP AND PAINT, PAINT ONLY DOORFRAME AT SIM. CONDITIONS
19
NEW 5 8" GYPSUM WALLBOARD FINISH, ADHERE TO CONCRETE SUBSTRATE20
NEW DOOR, EXISTING FRAME, PAINT FRAME ONLY, REFER TO DOOR SCHEDULE21EXISTING DOOR AND FRAME, NEW HARDWARE22EXISTING EQUIPMENT TO BE REINSTALLED, REFER TO MECHANICAL DRAWINGS23
AREA OF NEW INFILL FRAMING AND FLOOR SHEATHING PER STRUCTURAL24EXTEND WOOD SHEATHING TO MATCH STRUCTURAL SHEAR WALL25
REINSTALL BIKE RACK BAR, PROVIDE SOLID BACKING IN WALL, PAINT26
PROVIDE RESILIENT CHANNELS AT 6'-0" o.c. THIS WALL27TV (OFCI) REFER TO ELECTRICAL, MOUNT CENTERED AT HEIGHT AS NOTED,PROVIDE BACKING IN WALL
28
PANIC BUTTON FEATURE REQUIRED AT STATION, REFER TO ELECTRICAL29NEW COPIER OR EQUIPMENT, REFER TO ELECTRICAL30NEW TRAFFIC COATING OVER EXISTING CONCRETE, FLOAT EXISTINGCONCRETE WITH CONCRETE TOPPING MATERIAL AS NEEDED
31
NEW STEEL COLUMN, PAINT32REPLACE ALL ACCESSORIES AND FINISHES PER ELEVATIONS AND FINISHSCHEDULE33
RECONSTRUCT LOW WALL AFTER REMOVAL OF BRICK MASONRY IS COMPLETE34PROVIDE STEEL PLATE COVER (24" x 18" x 14") OVER ACCESS HOLE NECESSARYFOR PLUMBING ACCESS35
PONY WALL BELOW36
MA
TCH
A2.
2.1
LIN
EA
2.2.
2
MA
TCH
A
2.2.
1
LIN
EA
2.2.
2
2A3.2
2A3.2
ROOFACCESS
277
3A3.2
3A3.2
CANOPY BELOW,REFER TO ROOF PLAN,A2.4
11
10
10
DS (N) DS (N)DS (N)
DS (N)
DS (N)
DS (N)DS (N) DS (N)
FE (RR)
VOID
EXSTHALL278
EXSTCONF275B
EXSTOFFICE
270
EXSTOFFICE
274
EXSTOFFICE
285
EXSTOFFICE
284
EXSTOFFICE
283
EXSTOFFICE
282
EXSTOFFICE
281EXST
OFFICE279
EXSTSTORAGE
276EXSTSTORAGE
286
EXSTRESTROOM
273
EXSTRESTROOM
272
EXSTOFFICE
271
VOID
SOSWORKROOM
252
PSYOFFICE
251
CORR253
RESTROOM247
EXSTOFFICE
264A
270
273
272
271
275A
274
275B
278 276
279
191
281
282
283
284
286
285
2121 21
21
21 21 2121
2121
21
212121212121
DN
OFFICE275A
4A8.3
5A8.3
4A8.3
2
19
2'-2" 6'-0"R.O.
1'-5"1'-7" 6'-0"
R.O.1'-9" 3'-3" 6'-0"
R.O.4'-0" 4'-0"
R.O.1'-4" 2'-8" 6'-0"
R.O.5'-0" 6'-0"
R.O.4'-0" 4'-0"
R.O.4'-2" 4'-6"
2"4'-5" 1'-7" 1'-9" 6'-0" 5'-6" 6"10" 3'-2" 4'-8" 1'-4"1'-8" 2'-4"
2"9'
-11"
8"1"
3'-1
"
5'-0
"5'
-6"
6'-0
"R
.O.
1'-1
0"6'
-6"
7'-3
"8'
-7"
9'-8
"3'
-2"
4'-1
0"
8"
2"10
'-8"
3'-1
"5'
-0"
4'-1
0"8'
-6"
6'-6
"7'
-3"
8'-7
"9'
-8"
4'-10" 1'-6" 6'-0"R.O.
3'-0" 6'-0"R.O.
9"8'-3" 6'-0"
R.O.3'-0" 6'-0"
R.O.3'-0" 6'-0"
R.O.3'-0" 6'-0"
R.O.3'-0" 6'-0"
R.O.1'-6"
4'-9" 3'-6" 2'-1" 3'-4"1"
2'-11"6"
2'-6" 1'-10"
1'-2"7"
1A4.4
CG
CG
MLH
A2.3
CORVALLIS, OREGON 97330
BENTON COUNTYHEALTH CLINIC
SHEET
DRAWN
REVISIONS
JOB NO.
DATE
2016.0030
DEC. 18, 2017
In the event conflicts are discovered between theoriginal signed and sealed documents prepared bythe Architects and/or their Consultants, and anycopy of the documents transmitted by mail, fax,electronically or otherwise, the original signed andsealed documents shall govern.
530 NW 27TH STREET
AC+Co ARCHITECTURE | COMMUNITY
CONSTRUCTION DOCUMENTS
NOT FOR CONSTRUCTIONMONTH DAY, YEAR
SCALE:1MECHANICAL FLOOR PLAN - REMODEL
1/8"=1'-0"
A
A
1
5
B C D
2
3
4
B C D
FIRST FLOORROOF BELOW -REFER TO ROOFPLAN, A2.4
SECOND FLOORROOF BELOW -REFER TO ROOFPLAN, A2.4
SECOND FLOORROOF BELOW -REFER TO ROOFPLAN, A2.4
VTR (E)
COL (E)
COL (E)
COL (E)
COL (E)
COL (E)
COL (E)
COL (E)
COL (E)
COL (E)
COL (E)
COL (E)
COL (E)
COL (E)
COL (E)
COL (E)
COL (E)
COL (E)
COL (E)
COL (E)
COL (E)
COL (E)
COL (E)
COL (E)
COL (E)
COL (E)
COL (E)
CHASE
CHASE
EP
AIRHANDLER(N)
RD (E)
135'-2"
95'-7
"
135'-2"
95'-7
"
27'-8" 36'-0" 71'-6"
15'-1
0"15
'-6"
18'-3
"46
'-0"
71'-6"36'-0"27'-8"
46'-0
"18
'-3"
15'-6
"15
'-10"
300
(E)
DN
STAIR NO. 4294
GENERAL NOTES APPLY TO ALL DRAWINGS.
DIMENSIONS ARE TO EXISTING FACE OF WALL, FACE OF NEWFRAMING, AND FACE OF EXISTING CONCRETE UNLESS NOTEDOTHERWISE.
DRAWINGS ARE DIAGRAMMATIC ONLY AND SHOULD NOT BE SCALED.NOTIFY ARCHITECT IMMEDIATELY OF ANY DISCREPANCIES ORQUESTIONABLE DIMENSIONS PRIOR TO PROCEEDING WITH AREA OFQUESTIONABLE WORK.
1.
2.
3.
GENERAL NOTES: SYMBOL LEGEND:EXISTING CONCRETE WALL TO REMAIN
EXISTING WOOD FRAMED INTERIOR PARTITION WALL TO REMAIN
NEW 2x6 WOOD STUD AT 16" o.c.
NEW 2x4 WOOD STUD AT 16" o.c.
NEW 2x12 WOOD STUD AT 16" o.c.
NEW CONCRETE SLAB ON GRADE PER STRUCTURAL OVER NEWVAPOR BARRIER OVER NEW AGGREGATE
EXISTING CONCRETE COLUMN TO REMAIN
NEW WOOD COLUMN, (E) DESIGNATES EXISTING TO REMAIN,REFER TO STRUCTURAL DRAWINGS
NEW STEEL COLUMN, (E) DESIGNATES EXISTING TO REMAIN,REFER TO STRUCTURAL DRAWINGS
EXISTING FIRE EXTINGUISHER TO REMAIN
NEW FIRE EXTINGUISHER CABINET TO REMAIN, (E) DESIGNATESEXISTING TO REMAIN
NEW DOOR, FRAME AND HARDWARE REFER TO DOOR SCHEDULE
EXISTING DOOR AND FRAME TO REMAIN, REFER TO DOORSCHEDULE FOR NEW HARDWARE AS NOTED(E
)
COL (E)
FE (E)
FEC
COL
COL
123
FEC (E)
NEW ELECTRICAL PANEL, (E) DESIGNATES EXISTING TO REMAIN,(RR) IS EXISTING THAT IS RELOCATED, REFER TO ELECTRICALDRAWINGS
NEW HOSE BIBB, (E) DESIGNATES EXISTING TO REMAIN, REFER TOPLUMBING DRAWINGS
NEW FLOOR DRAIN, (E) DESIGNATES EXISTING TO REMAIN, REFERTO PLUMBING DRAWINGS
NEW DOWNSPOUT TO REMAIN, (E) DESIGNATES EXISTINGDOWNSPOUT TO REMAIN
NEW ROOF DRAIN, (E) DESIGNATES EXISTING TO REMAIN, REFERTO PLUMBING DRAWINGS
EP
HB
FD
DS
RD
NEW WINDOW, REFER TO SCHEDULE ON A8.0#
NEW FLOOR BOX, (E) DESIGNATES EXISTING TO REMAIN, REFERTO PLUMBING DRAWINGS, REFER TO ELECTRICAL DRAWINGSFB
REFERENCE NOTES: (NEW WORK)NEW CASEWORK OR COUNTERTOP, REFER TO ELEVATIONS1NEW PLUMBING FIXTURE, REFER TO PLUMBING DRAWINGS2SELECTIVE INFILL OF WALL, WALL FRAMING AND/OR FINISH TO MATCHEXISTING WALL, NOTIFY ARCHITECT OF ANY DISCREPANCIES
3
FURNITURE, NIC4
NEW REFRIGERATOR OR FREEZER (OFCI), REFER TO PLUMBING DRAWINGSFOR WATER CONNECTION AND ELECTRICAL DRAWINGS
5
NO WORK, UNLESS OTHERWISE NOTED6PATCH WALL WHERE PREVIOUS DEMO OCCURRED, FINISH TO MATCH EXISTINGCONDITIONS
7
REINSTALL TV WHERE NOTED WITH (RR)8
INFILL OPENING WITH NEW WOOD FRAMING AND FINISH TO MATCH EXISTINGWALL
9
PATCH AND PAINT WALL WHERE NEW WINDOW IS INSTALLED10
NEW STEEL EXTERIOR STAIR, GUARD AND HANDRAIL, REFER TO STRUCTURALDRAWINGS
11
NEW MANUAL OPERABLE PARTITION REFER TO SPECIFICATIONS12
NEW DENTAL CHAIR, OFCI13NEW DENTAL CABINET, REFER TO ELECTRICAL AND MECHANICAL DRAWINGS,OFCI
14
RELOCATE ELECTRICAL EQUIPMENT, REFER TO ELECTRICAL DRAWINGS15
INFILL OPENING IN FLOOR WITH 3 4" PLYWOOD, MAKE FLUSH SMOOTH SURFACE,PREP FOR NEW WORK
16
EXISTING LOUVER, PAINT17RELOCATE ELECTRICAL EQUIPMENT, REFER TO ELECTRICAL DRAWINGS18
EXISTING DOOR AND FRAME TO REMAIN, PREP AND PAINT, PAINT ONLY DOORFRAME AT SIM. CONDITIONS
19
NEW 5 8" GYPSUM WALLBOARD FINISH, ADHERE TO CONCRETE SUBSTRATE20NEW DOOR, EXISTING FRAME, PAINT FRAME ONLY, REFER TO DOOR SCHEDULE21EXISTING DOOR AND FRAME, NEW HARDWARE22EXISTING EQUIPMENT TO BE REINSTALLED, REFER TO MECHANICAL DRAWINGS23AREA OF NEW INFILL FRAMING AND FLOOR SHEATHING PER STRUCTURAL24EXTEND WOOD SHEATHING TO MATCH STRUCTURAL SHEAR WALL25REINSTALL BIKE RACK BAR, PROVIDE SOLID BACKING IN WALL, PAINT26PROVIDE RESILIENT CHANNELS AT 6'-0" o.c. THIS WALL27TV (OFCI) REFER TO ELECTRICAL, MOUNT CENTERED AT HEIGHT AS NOTED,PROVIDE BACKING IN WALL
28
PANIC BUTTON FEATURE REQUIRED AT STATION, REFER TO ELECTRICAL29
NEW COPIER OR EQUIPMENT, REFER TO ELECTRICAL30
NEW TRAFFIC COATING OVER EXISTING CONCRETE, FLOAT EXISTINGCONCRETE WITH CONCRETE TOPPING MATERIAL AS NEEDED
31
NEW STEEL COLUMN, PAINT32REPLACE ALL ACCESSORIES AND FINISHES PER ELEVATIONS AND FINISHSCHEDULE33
RECONSTRUCT LOW WALL AFTER REMOVAL OF BRICK MASONRY IS COMPLETE34PROVIDE STEEL PLATE COVER (24" x 18" x 14") OVER ACCESS HOLE NECESSARYFOR PLUMBING ACCESS35
PONY WALL BELOW36
1A3.2
PA
RTI
AL
A2.
3
RO
OF
A2.
4
PA
RTI
AL
A2.
3
RO
OF
A2.
4
1A3.2
1
5
2
3
4
3A3.2
3A3.2
1A3.6
2A3.6
1A3.6
MECH300
EP
TRANS-FORMER
15
FS
WH
BOILER(N)
HWP (N)HWP (N)
EF(N)
EF(N)
TU(N)
TU(N)
TU(N)
TU(N)
TU(N)
TU(N)
TU(N)
TU(N)
TU(N)
TU(N)
17
RD (E)
FS
EF
EF
EP 2"
5'-0
"10
'-9"
5'-0
"2'
-6"
5'-0
"10
'-1"
5'-0
"2'
-5"
15'-1
0"
24'-2" 11'-10" 25'-8" 45'-10"
2'-5
"15
'-10"
24'-2" 11'-10" 25'-8" 45'-10"
17
17
17
19
9'-2" 16'-6"
2'-6
"
EP
MLH
A2.4
CORVALLIS, OREGON 97330
BENTON COUNTYHEALTH CLINIC
SHEET
DRAWN
REVISIONS
JOB NO.
DATE
2016.0030
DEC. 18, 2017
In the event conflicts are discovered between theoriginal signed and sealed documents prepared bythe Architects and/or their Consultants, and anycopy of the documents transmitted by mail, fax,electronically or otherwise, the original signed andsealed documents shall govern.
530 NW 27TH STREET
AC+Co ARCHITECTURE | COMMUNITY
CONSTRUCTION DOCUMENTS
NOT FOR CONSTRUCTIONMONTH DAY, YEAR
SCALE:1OVERALL ROOF PLAN - REMODEL
1/8"=1'-0"
A
EA
1
5
1
5
B C D E
2
3
4
2
3
4
B C D
GENERAL NOTES APPLY TO ALL DRAWINGS.
DIMENSIONS ARE TO EXISTING FACE OF WALL, FACE OF NEWFRAMING, AND FACE OF EXISTING CONCRETE UNLESS NOTEDOTHERWISE.
DRAWINGS ARE DIAGRAMMATIC ONLY AND SHOULD NOT BE SCALED.NOTIFY ARCHITECT IMMEDIATELY OF ANY DISCREPANCIES ORQUESTIONABLE DIMENSIONS PRIOR TO PROCEEDING WITH AREA OFQUESTIONABLE WORK.
1.
2.
3.
GENERAL NOTES: SYMBOL LEGEND:
DS
RD
NEW VENT-THRU-ROOF, (E) DESIGNATES EXISTING TO REMAIN,REFER TO PLUMBING DRAWINGS
VTR
CRICKET (E)
CRICKET (E)
RD (E)
VTR (E)
HVAC (N)
HVAC (E)
HVAC (N)
HVAC (E) HVAC (E) HVAC (E) HVAC (E)
HVAC (N)HVAC (N)
HVAC (E)
HVAC (N)
ELEVATORROOF
FIRSTFLOORROOF
FIRSTFLOORROOF
SECONDFLOORROOF
SECONDFLOORROOF
SECONDFLOORROOF
SECONDFLOORROOF
SECONDFLOORROOF
209'-2"
95'-7
"
209'-2"
95'-7
"
46'-0
"18
'-3"
15'-6
"15
'-10"
27'-8" 36'-0" 71'-6" 74'-0"
15'-1
0"15
'-6"
18'-3
"46
'-0"
74'-0"71'-6"36'-0"27'-8"
RD (E)
VTR (E)
RD
RD
RD
HVAC (N)
2' CURB/PLATFORM (E) ROOFACCESS(E)
ROOFLADDER(E)
NEW MEMBRANE ROOFING
REFERENCE NOTES:
NEW STAINLESS STEEL CAP, REFER TO MECHANICAL DRAWINGS FOR NEWWORK
1
NEW PRE-FINISHED STANDING SEAM METAL PARAPET CAP FLASHING2NEW SHEET METAL DUCTWORK EXPOSED ON ROOF PER MECHANICALDRAWINGS
3
NEW WOOD FRAMED PARAPET, REFER TO STRUCTURAL DRAWINGS, PROVIDEPRE-FINISHED STANDING SEAM METAL PARAPET CAP FLASHING
4
EXISTING ROOFING TO REMAIN, CLEAN UP DEBRIS, POWER WASH PRIOR TOCOMPLETION OF JOB
5
NEW SOLAR PANEL ARRAY, REFER TO ELECTRICAL DRAWINGS6NEW STEEL CANOPY, REFER TO STRUCTURAL DRAWINGS, PAINT ALL EXPOSEDSURFACES
7
(E) SLOPE
(E) S
LOP
E
(E) SLOPE(E) SLOPE(E) SLOPE
(E) SLOPE (E) SLOPE
(E) S
LOP
E
(E) S
LOP
E(E
) SLO
PE
(E) S
LOP
E(E
) SLO
PE
(E) S
LOP
E(E
) SLO
PE
4
4
3 5EF (E)
EF (E)
EF VENTILATOR (E)
6
3 5
4
5
4
4
4
5
5
6
4
5
5
2
2
22
2
5
4 4
7
4
5
5
4
4
4
(E) SLOPE
5
7
7
4
GATEDALLEYBELOW
3
5
5
3
4
4
2A3.2
2A3.2
1A3.2
1A3.2
3A3.2
3A3.2
1A3.6
2A3.6
3A3.6
EQUIPMENT PANEL, REFER TO ELECTRICAL DRAWINGS8
8
8
8
(E) SLOPE
RD (E)
1010
10
10
10
10
10
10 10 10
101010
10
101010
SIM
SIM
RD (N)
RD (N)
9
9
9
9
11
NEW TAPERED INSULATION CRICKET9THRU WALL SCUPPER TO COLLECTOR HEAD AND DOWNSPOUT,DRAIN ONTO ROOF BELOW AT SIM CONDITION
10
NEW SHEET METAL GUTTER11
HVAC (N)
HVAC (N)
VTR (E)
VTR (E)VTR (E)
VTR (E)
VTR (E)
VTR (E)
VTR (E)
VTR (E)
VTR (E)
VTR (E)
VTR (E) VTR (E)
VTR (E)
VTR (E)
VTR (E)
VTR (E)
VTR (E)
VTR (E)
VTR (E)
VTR (E)
VTR (E)
VTR (E)
VTR (E)
VTR (E)
VTR (E)VTR (E)
VTR (E)
VTR (E) VTR (E)
VTR (E)
VTR (E)VTR (E)
VTR (E)VTR (E)VTR (E)
VTR (E)VTR (E)VTR (E)
VTR (E) VTR (E)
VTR (E)
VTR (E)
VTR (E)
CHIMNEY (E)
VTR (E)
VTR
VTR
VTR
VTR
VTR (E) VTR (E)
VTR
VTR
VTR
HB
50'-6" 21'-0" 4'-6" 69'-6"
5'-2
"6'
-0"
4'-8
"
NEW HVAC EQUIPMENT, (E) DESIGNATES EXISTING TO REMAIN,REFER TO MECHANICAL DRAWINGS
NEW EXHAUST FAN, (E) DESIGNATES EXISTING TO REMAIN, REFERTO MECHANICAL DRAWINGS
EF
NEW ROOF DRAIN/OVREFLOW DRAIN, (E) DESIGNATES EXISTING TOREMAIN, REFER TO PLUMBING DRAWINGS
NEW DOWNSPOUT, (E) DESIGNATES EXISTING TO REMAIN, REFERTO PLUMBING DRAWINGS
28'-8" 23'-0" 19'-10"
1'-2
"
5'-0
"
3A3.3
T.P.TOP OF PARAPET
3A3.3 13
A8.214
A8.2
7A8.2
23'-1"T.P.
23'-1"T.P.
7A8.2
9
7A8.2
T.P.25'-8"
T.P.23'-1"
7A8.2
14'-1"T.P.
T.P.25'-8" 7
A8.2
T.P.14'-1"
T.P.23'-1"
7A8.2
ALTERNATE NO. 2, REFER TOMECHANICAL DRAWINGS
7A8.2
T.P.22'-8"
T.P.25'-8"
T.P.25'-8"
7A8.1 SIM
15A8.2
15A8.2
7A8.2
7A8.2
T.P.14'-1"
T.P.23'-1"
TYP
T.P.14'-1"
7A8.2
T.P.23'-1"
15
3A8.3 TYP
9
3A8.3 TYP
PENTHOUSEROOF
3A8.3 TYP
RD
13
9
9
99
RD
1A3.7
9
9
DSDSDS
3A8.3 TYP
14
RD (N)
HOLD BACK PARAPET FRAMING 3 FEET FROM HATCH FOR ACCESS12CONNECT TO DOWNSPOUT13ROUTE ROOF DRAIN THROUGHT WALL AS SHOWN14EXISTING ANTENNA TO BE REINSTALLED, REFER TO ELECTRICAL DRAWINGS15
OD
PHOTOVOLTAIL RACK/RAIL SYSTEM, SHOWN IN MODULES FOR 3 OR 4PANELS. 2 RAILS PER MODULE. EACH RAIL SECURED TO ROOF PER
16 14A8.3
OD
9 9
12
OD
OD
1616
16
16
16
1A8.4
BELOW1
A8.4BELOW
1A8.4
BELOWSIM
14'-6
"
1'-0
"
2A8.4
20A8.3
MLH
A2.5
CORVALLIS, OREGON 97330
BENTON COUNTYHEALTH CLINIC
SHEET
DRAWN
REVISIONS
JOB NO.
DATE
2016.0030
DEC. 18, 2017
In the event conflicts are discovered between theoriginal signed and sealed documents prepared bythe Architects and/or their Consultants, and anycopy of the documents transmitted by mail, fax,electronically or otherwise, the original signed andsealed documents shall govern.
530 NW 27TH STREET
AC+Co ARCHITECTURE | COMMUNITY
CONSTRUCTION DOCUMENTS
NOT FOR CONSTRUCTIONMONTH DAY, YEAR
GENERAL NOTES APPLY TO ALL DRAWINGS.
DIMENSIONS ARE TO EXISTING FACE OF WALL, FACE OF NEWFRAMING, AND FACE OF EXISTING CONCRETE UNLESS NOTEDOTHERWISE.
DRAWINGS ARE DIAGRAMMATIC ONLY AND SHOULD NOT BE SCALED.NOTIFY ARCHITECT IMMEDIATELY OF ANY DISCREPANCIES ORQUESTIONABLE DIMENSIONS PRIOR TO PROCEEDING WITH AREA OFQUESTIONABLE WORK.
1.
2.
3.
GENERAL NOTES:
EP (E)
SCALE:1SECOND PARTIAL FLOOR PLAN - REMODEL (SOUTH) - ADD ALTERNATE NO. 1
1/8"=1'-0"
2
3
D
2
3
D
MA
TCH
1/A
2.5
LIN
EA
2.2.
2
MA
TCH
1/A
2.5
LIN
EA
2.2.
2
COL (E) COL (E) COL (E) COL
CHASE (E)
DS (N)
55'-7"
9'-6
"15
'-6"
4'-4
"
4'-4
"15
'-6"
10'-2
"
55'-7"
LAB/STERILESTORAGE
A264
PROCEDUREA261
OFFICEA260
DENTALA262
RECEPTIONA265
OFFICEA263
PANO
SYMBOL LEGEND:EXISTING CONCRETE WALL TO REMAIN
EXISTING WOOD FRAMED INTERIOR PARTITION WALL TO REMAIN
EXISTING CONCRETE COLUMN TO REMAIN
NEW WOOD COLUMN, (E) DESIGNATES EXISTING TO REMAIN,REFER TO STRUCTURAL DRAWINGS
NEW STEEL COLUMN, (E) DESIGNATES EXISTING TO REMAIN,REFER TO STRUCTURAL DRAWINGS
EXISTING FIRE EXTINGUISHER TO REMAIN
NEW FIRE EXTINGUISHER CABINET TO REMAIN, (E) DESIGNATESEXISTING TO REMAIN
NEW ELECTRICAL PANEL, (E) DESIGNATES EXISTING TO REMAIN,(RR) IS EXISTING THAT IS RELOCATED, REFER TO ELECTRICALDRAWINGS
NEW HOSE BIBB, (E) DESIGNATES EXISTING TO REMAIN, REFER TOPLUMBING DRAWINGS
NEW FLOOR DRAIN, (E) DESIGNATES EXISTING TO REMAIN, REFERTO PLUMBING DRAWINGS
NEW DOWNSPOUT TO REMAIN, (E) DESIGNATES EXISTINGDOWNSPOUT TO REMAIN
NEW ROOF DRAIN, (E) DESIGNATES EXISTING TO REMAIN, REFERTO PLUMBING DRAWINGS
NEW DOOR, FRAME AND HARDWARE REFER TO DOOR SCHEDULE
EXISTING DOOR AND FRAME TO REMAIN, REFER TO DOORSCHEDULE FOR NEW HARDWARE AS NOTED(E
)
COL (E)
FE (E)
FEC
EP
HB
FD
DS
RD
COL
COL
123
NEW WINDOW, REFER TO SCHEDULE ON A8.0#
FEC (E)
NEW FLOOR BOX, (E) DESIGNATES EXISTING TO REMAIN, REFERTO PLUMBING DRAWINGS, REFER TO ELECTRICAL DRAWINGSFB
NEW 2x6 WOOD STUD AT 16" o.c.
NEW 2x4 WOOD STUD AT 16" o.c.
NEW 2x12 WOOD STUD AT 16" o.c.
NEW CONCRETE SLAB ON GRADE PER STRUCTURAL OVER NEWVAPOR BARRIER OVER NEW AGGREGATE
REFERENCE NOTES: (NEW WORK)NEW CASEWORK OR COUNTERTOP, REFER TO ELEVATIONS1NEW PLUMBING FIXTURE, REFER TO PLUMBING DRAWINGS2SELECTIVE INFILL OF WALL, WALL FRAMING AND/OR FINISH TO MATCHEXISTING WALL, NOTIFY ARCHITECT OF ANY DISCREPANCIES
3
FURNITURE, NIC4NEW REFRIGERATOR OR FREEZER (OFCI), REFER TO PLUMBING DRAWINGSFOR WATER CONNECTION AND ELECTRICAL DRAWINGS
5
NO WORK, UNLESS OTHERWISE NOTED6
PATCH WALL WHERE PREVIOUS DEMO OCCURRED, FINISH TO MATCH EXISTINGCONDITIONS
7
REINSTALL TV WHERE NOTED WITH (RR)8INFILL OPENING WITH NEW WOOD FRAMING AND FINISH TO MATCH EXISTINGWALL
9
PATCH AND PAINT WALL WHERE NEW WINDOW IS INSTALLED10NEW STEEL EXTERIOR STAIR, GUARD AND HANDRAIL, REFER TO STRUCTURALDRAWINGS
11
NEW MANUAL OPERABLE PARTITION REFER TO SPECIFICATIONS12
NEW DENTAL CHAIR, OFCI13
NEW DENTAL CABINET, REFER TO ELECTRICAL AND MECHANICAL DRAWINGS,OFCI
14
RELOCATE ELECTRICAL EQUIPMENT, REFER TO ELECTRICAL DRAWINGS15
INFILL OPENING IN FLOOR WITH 3 4" PLYWOOD, MAKE FLUSH SMOOTH SURFACE,PREP FOR NEW WORK
16
EXISTING LOUVER, PAINT17RELOCATE ELECTRICAL EQUIPMENT, REFER TO ELECTRICAL DRAWINGS18EXISTING DOOR AND FRAME TO REMAIN, PREP AND PAINT, PAINT ONLY DOORFRAME AT SIM. CONDITIONS
19
NEW 5 8" GYPSUM WALLBOARD FINISH, ADHERE TO CONCRETE SUBSTRATE20NEW DOOR, EXISTING FRAME, PAINT FRAME ONLY, REFER TO DOOR SCHEDULE21EXISTING DOOR AND FRAME, NEW HARDWARE22EXISTING EQUIPMENT TO BE REINSTALLED, REFER TO MECHANICAL DRAWINGS23
AREA OF NEW INFILL FRAMING AND FLOOR SHEATHING PER STRUCTURAL24EXTEND WOOD SHEATHING TO MATCH STRUCTURAL SHEAR WALL25REINSTALL BIKE RACK BAR, PROVIDE SOLID BACKING IN WALL, PAINT26PROVIDE RESILIENT CHANNELS AT 6'-0" o.c. THIS WALL27TV (OFCI) REFER TO ELECTRICAL, MOUNT CENTERED AT HEIGHT AS NOTED,PROVIDE BACKING IN WALL
28
PANIC BUTTON FEATURE REQUIRED AT STATION, REFER TO ELECTRICAL29NEW COPIER OR EQUIPMENT, REFER TO ELECTRICAL30NEW TRAFFIC COATING OVER EXISTING CONCRETE, FLOAT EXISTINGCONCRETE WITH CONCRETE TOPPING MATERIAL AS NEEDED
31
NEW STEEL COLUMN, PAINT32REPLACE ALL ACCESSORIES AND FINISHES PER ELEVATIONS AND FINISHSCHEDULE33
RECONSTRUCT LOW WALL AFTER REMOVAL OF BRICK MASONRY IS COMPLETE34PROVIDE STEEL PLATE COVER (24" x 18" x 14") OVER ACCESS HOLE NECESSARYFOR PLUMBING ACCESS35
PONY WALL BELOW36
CHASE (N)
AREAINCLUDEDIN BASEBID
1A2.2.1
HALLA266
FEC (N)
NOTE:ALL EXTERIOR PERIMETERWALL WORK (DEMO ANDNEW) ARE PART OF BASEBID, REFER TO SHEETA2.2.1
14
2
131314 13 4
1
1
2
4
9
3A4.4
16A5.1
17A5.1
CHILDRENSTEAM
OFFICE216
GROUP/MTG213
STOR215
GROUP/MTG214
WAIT244
HALL245
A26
0
A26
1
A26
5
A26
4
23(GRABBARS)
1A3.2
1A3.2
COL COL
COL COL COL
COL
COL
COL
4'-10" 4'-10" 12'-4" 4'-11" 9'-8" 5'-5" 13'-7"
7'-8
"2'
-5"
3'-3
"2'
-2"
2'-4
"7'
-2"
22'-3" 7'-3" 6'-0"R.O.
6'-0" 4'-9" 9'-4"
8'-1
"3'
-10"
3'-7
"5'
-0"
2'-1
0"2'
-4"
8A5.1
14
14
5A8.3
CG
CGCG
CG CG
CGCG
MLH
A3.0
CORVALLIS, OREGON 97330
BENTON COUNTYHEALTH CLINIC
SHEET
DRAWN
REVISIONS
JOB NO.
DATE
2016.0030
DEC. 18, 2017
In the event conflicts are discovered between theoriginal signed and sealed documents prepared bythe Architects and/or their Consultants, and anycopy of the documents transmitted by mail, fax,electronically or otherwise, the original signed andsealed documents shall govern.
530 NW 27TH STREET
AC+Co ARCHITECTURE | COMMUNITY
CONSTRUCTION DOCUMENTS
NOT FOR CONSTRUCTIONMONTH DAY, YEAR
SCALE:1EXISTING EAST ELEVATION - REMODEL
1/8"=1'-0"
SCALE:2EXISTING NORTH ELEVATION - REMODEL
1/8"=1'-0"
SCALE:3EXISTING ALLEY ELEVATIONS - REMODEL
1/8"=1'-0"
FIRST FLOOR0'-0"
SECOND FLOOR10'-4-1/2"
E
T.P23'-1"
FIRST FLOOR0'-0"
SECOND FLOOR10'-4-1/2"
MACHINE ROOM20'-5"
A B C D E
FIRST FLOOR-0'-2"
SECOND FLOOR9'-10"
T.P.25'-8"
T.P.23'-1"
T.P.23'-1"
T.P.14'-1"
T.O. HEAD7'-0"
T.O. TRIM3'-0"
T.O. HEAD17'-6"
B.O. TRIM19'-0":
T.O. HEAD7'-0"
B.O. SILL3'-0"
MACHINE ROOM20'-5"
5 4 3 2 1
FIRST FLOOR0'-0"
SECOND FLOOR10'-4-1/2"
FIRST FLOOR-0'-2"
SECOND FLOOR9'-10"
T.P.25'-8"
T.P.23'-1"
T.P.23'-1"
T.P.14'-1"
T.P.25'-8"
T.O. HEAD7'-0"
T.O. TRIM3'-0"
T.O. HEAD17'-6"
FIRST FLOOR0'-0"
SECOND FLOOR9'-10"
FIRST FLOOR0'-0"
SECOND FLOOR10'-4-1/2"
T.P23'-1"
REFERENCE NOTES:COMPOSITE WALL PANEL1PRE-FINISHED METAL PARAPET CAP FLASHING2WINDOW PER PLAN3
STEEL CANOPY, PAINT, REFER TO STRUCTURAL DRAWINGS418" TALL CAST METAL LETTERS, 12" AT SIM. CONDITION5
EXISTING METAL LOUVER, PAINT6EXISTING METAL GATE, REMOVED AND REINSTALL, PAINT7NEW STEEL COLUMN, PAINT8NEW STEEL STAIR, PAINT, REFER TO STRUCTURAL DRAWINGS9EXTERIOR EQUIPMENT PANELS REFER TO ELECTRICAL DRAWINGS10THRU WALL SCUPPER AND COLLECTOR HEAD AND DOWNSPOUT11
13A8.2
14A8.2
LIGHT, PER ELECTRICAL DRAWINGS12CAMERA, REFER TO ELECTRICAL DRAWINGS13COMPOSITE WALL PANEL, TYPE A14COMPOSITE WALL PANEL, TYPE B15CAST IRON DONWSPOUT RECEIVER TUP TO 7'-0", REFER TO PLUMBINGDRAWINGS
16
2
3TYP
1
2 1
1'-0"TYP
1 3TYP
2
5 2
3 4
12
3TYP
2 1
1 3TYP
2
1
2 10 2 6
1 2
1
2 1
4 3 7 1
3
3 4 1 3
3 31 1 1
1A3.2
1A3.6
2A3.6
2A3.2
3A3.2
2A3.2
2A3.2
EJ EJ EJ EJ EJ EJ EJ EJ EJ EJ
SYMBOL LEGEND:EXPANSION JOINT (VERTICAL)EJ
CONTROL JOINT (HORIZONTAL)CJ
TOP OF PARAPETT.P.
4A8.2
1A8.2
COLOR 1, REFER TO SPECIFICATIONSCLR 1COLOR 2, REFER TO SPECIFICATIONSCLR 2COLOR 3, REFER TO SPECIFICATIONSCLR 3COLOR 4, REFER TO SPECIFICATIONSCLR 4
7A8.2
8A8.2 SIM
CJ
CJ
CJ CJCJ CJCJ
18A8.2
5A8.2
7A8.2
18A8.2
7A8.2
3A8.2 TYP
15A8.2
15A8.2
7A8.2 SIM
11
12A8.2
18A8.2
7A8.2
11 11
18A8.2
6A8.2
18A8.2
3A8.2 TYP
CJ
EJ EJ EJ EJ EJ
EJ EJ
EJ
10A8.2
11
11
10A8.2
18A8.2
3A8.2
15A8.2
7A8.2
16A8.2
17A8.2
7A8.2
12A8.2
3A8.2 TYP
EJ EJ EJEJ
CJ CJ CJ
11 11 1123 3 3
3 3 3 3
3 3 3 3 3 3 3 3 3 3 3 3 3 3 3
2
18A8.2
9A8.2
2A8.2
3A8.2
A WEST C SOUTH A EAST
3A8.2
2A8.2
6A8.2
18A8.2
8A8.2
1'-0"TYP
1'-0"TYP
10A8.2
14CLR 3
14CLR 3
14CLR 3
14CLR 1
14CLR 2
15CLR 4
14CLR 3
14CLR 3
14CLR 3
14CLR 3
14CLR 2
14CLR 2
14CLR 1
14CLR 2
14CLR 1
14CLR 1
14CLR 1
14CLR 1
15CLR 4
15CLR 4
14CLR 2
14CLR 1
14CLR 1
14CLR 1
14CLR 1
14CLR 2
14CLR 2
14CLR 2
14
311SIM
11SIM
3A3.1 A
3A3.1 B
3A3.1 C
2A3.7
666
SCALE:1EXISTING WEST ELEVATION - REMODEL
SCALE:2EXISTING SOUTH ELEVATION - REMODEL
1/8"=1'-0"
FIRST FLOOR0'-0"
SECOND FLOOR10'-4-1/2"
E D C B A
T.P.25'-8"
FIRST FLOOR0'-0"
SECOND FLOOR10'-4-1/2"
T.P.23'-1"
T.P.23'-1"
T.P.14'-1"
T.P.14'-1"
T.O. HEAD7'-0"
T.O. TRIM3'-0"
T.O. HEAD17'-6"
FIRST FLOOR0'-0"
SECOND FLOOR10'-4-1/2"
1 2 3 4 5
FIRST FLOOR0'-0"
T.P.23'-1"
T.P.23'-1"
T.P.14'-1"
T.O. HEAD7'-0"
T.O. TRIM3'-0"
T.O. HEAD17'-6"
B.O. TRIM19'-0":
MLH
A3.1
CORVALLIS, OREGON 97330
BENTON COUNTYHEALTH CLINIC
SHEET
DRAWN
REVISIONS
JOB NO.
DATE
2016.0030
DEC. 18, 2017
In the event conflicts are discovered between theoriginal signed and sealed documents prepared bythe Architects and/or their Consultants, and anycopy of the documents transmitted by mail, fax,electronically or otherwise, the original signed andsealed documents shall govern.
530 NW 27TH STREET
AC+Co ARCHITECTURE | COMMUNITY
CONSTRUCTION DOCUMENTS
NOT FOR CONSTRUCTIONMONTH DAY, YEAR
REFERENCE NOTES:COMPOSITE WALL PANEL1PRE-FINISHED METAL PARAPET CAP FLASHING2WINDOW PER PLAN3STEEL CANOPY, PAINT, REFER TO STRUCTURAL DRAWINGS418" TALL CAST METAL LETTERS, 12" AT SIM. CONDITION5
EXISTING METAL LOUVER, PAINT6EXISTING METAL GATE, REMOVED AND REINSTALL, PAINT7NEW STEEL COLUMN, PAINT8NEW STEEL STAIR, PAINT, REFER TO STRUCTURAL DRAWINGS9EXTERIOR EQUIPMENT PANELS REFER TO ELECTRICAL DRAWINGS10THRU WALL SCUPPER AND COLLECTOR HEAD AND DOWNSPOUT11
13A8.2
14A8.2
LIGHT, PER ELECTRICAL DRAWINGS12CAMERA, REFER TO ELECTRICAL DRAWINGS13COMPOSITE WALL PANEL, TYPE A14COMPOSITE WALL PANEL, TYPE B15CAST IRON DONWSPOUT RECEIVER TUP TO 7'-0", REFER TO PLUMBINGDRAWINGS
16
3
2
2 1
2
3 1 3
1 5SIM
2 1
2
2 1
4 3 1 8 1 3 8 8 3 39
3
1 2 1
10
1 2
2
4
3 9 3 1 3
2A3.2
1A3.6
1A3.2
3A3.2
8 3
SYMBOL LEGEND:EXPANSION JOINT (VERTICAL)EJ
CONTROL JOINT (HORIZONTAL)CJ
TOP OF PARAPETT.P.
4A8.2
1A8.2
COLOR 1, REFER TO SPECIFICATIONSCLR 1COLOR 2, REFER TO SPECIFICATIONSCLR 2COLOR 3, REFER TO SPECIFICATIONSCLR 3COLOR 4, REFER TO SPECIFICATIONSCLR 4
EJ
CJ CJ CJ
EJ EJ EJ EJ EJ EJ EJ
EJ
EJ EJ EJ
EJ EJ
3 3 3 3 3 3 3 3 3 3 3 3 33 3 3
3333
3 3 3 3 3 3 3 3 3
1111 11
11
11
11
11
7A8.2
3A8.2
8A8.2
11 11
7A8.2
12A8.2
17A8.2
16A8.2
7A8.2
19A8.2
BEYOND
11A8.2
7A8.2
7A8.2
3A8.2
3A8.2
EJEJ
3A8.2
7A8.2
11A8.2
2A8.2 INSIDE
11 1111
7A8.2
15A8.2
11 3A8.2
10A8.2 SIM
1A3.7
14CLR 1
14CLR 1
14CLR 1
14CLR 1
14CLR 1
14CLR 1
14CLR 1
14CLR 1
14CLR 2
14CLR 2
14CLR 2
14CLR 2
15CLR 4
15CLR 4
16 16
16
20A8.2
14CLR 1
14CLR 2
14CLR 1
14CLR 1
14CLR 1
14CLR 2
SCALE:3PARTIAL ELEVATIONS - PANEL LAYOUT
B DD 5
3A3.1 D
A B C D
MACHINE ROOM20'-5"
FIRST FLOOR-0'-2"
T.P.23'-1"
T.P.25'-8"
T.O. HEAD7'-0"
T.O. TRIM3'-0"
T.O. HEAD17'-6"
T.P.14'-1"
FIRST FLOOR0'-0"
T.O. HEAD7'-0"
T.O. TRIM3'-0"
T.O. HEAD17'-6"
SECOND FLOOR10'-4 1/2"
FIRST FLOOR0'-0"
T.P.23'-1"
T.P.25'-8"
T.P.23'-1"
T.P.29'-10"
SECOND FLOOR9'-10"
T.O. HEAD17'-6"
T.O. HEAD7'-0"
T.O. TRIM3'-0"
SECOND FLOOR10'-4 1/2"
T.P.25'-8"
T.O. HEAD7'-0"
T.O. TRIM3'-0"
T.O. HEAD17'-6"
FIRST FLOOR0'-0"
T.P.23'-1"
SECOND FLOOR10'-4 1/2"
PANEL NOTES:TYPICAL PANEL SIZE: 18"x72"1.
CUT PANELS TO BE NO LESS THEN 12 THE 18" HEIGHT2.PANEL TRIMS PER SPECIFICATIONS3.INFILL TRIM PEICES PER DETAILS4.
9" H
9" H9" H9" H9" H
9" H9" H 9" H 9" H 9" H 9" H 9" H 9" H 9" H 9" H
5'-2
"3'
-0"
5'-9
"5'
-9"
3'-0
"3'
-0"
9" H
19'-0" B.O. TRIM 19'-0" B.O. TRIM
1'-0"
VARIESSEE
WINDOWTYPES
VARIESSEE
FLOORPLAN
VARIESSEE
WINDOWTYPES
1'-0"
INFILLTRIM/FLASHINGATUNDERSIDEOF SOFFIT
INFILLTRIM/FLASHINGLOWEREXISTINGFOUNDATIONLINE
REFER TO FLOOR PLANS FOR SPACING OF WINDOWS FOR PANEL WIDTHS.5.VERTICAL AND HORIZONTAL JOINTS TO ALIGN, TYP.6.REFER TO OVERALL ELEVATIONS FOR LOCATION OF PANEL TYPE AND COLORLOCATIONS
7.
13
MLH
A3.2
CORVALLIS, OREGON 97330
BENTON COUNTYHEALTH CLINIC
SHEET
DRAWN
REVISIONS
JOB NO.
DATE
2016.0030
DEC. 18, 2017
In the event conflicts are discovered between theoriginal signed and sealed documents prepared bythe Architects and/or their Consultants, and anycopy of the documents transmitted by mail, fax,electronically or otherwise, the original signed andsealed documents shall govern.
530 NW 27TH STREET
AC+Co ARCHITECTURE | COMMUNITY
CONSTRUCTION DOCUMENTS
NOT FOR CONSTRUCTIONMONTH DAY, YEAR
SCALE:1BUILDING SECTION
1/8"=1'-0"
5 4 3 2 1
FIRST FLOOR0'-0"
SECOND FLOOR10'-4-1/2"
MECH. PENTHOUSE20'-6"
BASEMENT-10'-4"
T.O. PLATE30'-2 5/8"
WORK/COPY
007CORR
011STOR012
EXSTTOILET
013SHOP
015
CORR048
PHARM150
STAIRNO. 4094
EXAM137
CORR130
EXAM131
LAB/BLOODDRAW
123
CORR234
OFFICE227
OFFICE231
STAIRNO. 4194
PEERS242
CORR217
CHLD TEAMOFFICE
216STOR215
EXSTHALL266
EXSTOFFICE
260
CHASE
CH
AS
E
MECH300
SCALE:2BUILDING SECTION
1/8"=1'-0"
5 4 3
FIRST FLOOR0'-0"
SECOND FLOOR9'-10"
FIRST FLOOR-0'-2"
SECOND FLOOR10'-0"
EXAM183
CORR188
EXAM177
EXAM162
CORR166
CLINICAL168
EXSTEXAM
281
EXSTCORR
280
EXSTEXAM
274
SCALE:3BUILDING SECTION
1/8"=1'-0"
A
FIRST FLOOR0'-0"
SECOND FLOOR10'-4-1/2"
MECH. PENTHOUSE20'-6"
BASEMENT-10'-4"
T.O. PLATE30'-2 5/8"
SECOND FLOOR9'-10"
FIRST FLOOR-0'-2"
B C D E
MC NURSES106
CONF 002
BREAK006
WORK/COPY
007
ELECT/FIRESPRINKLE
008
MEDS RECORDCLERK
155
PHARMCLINICAL
154PHARM
150WAIT146
VEST145
ELIGIBILTY143
AOD181A
OFFICE182
EXAM183
EXAM184
EXAM185
EXAM186
CLINICAL187
CLOSET181B
MECH300
STAIRNO. 1191
EXSTOFFICE
285
EXSTOFFICE
284
EXSTOFFICE
283
EXSTOFFICE
282
EXSTOFFICE
281
EXSTOFFICE
279
EXSTHALL278PSY
OFFICE250
NURSESOFFICE
249
OFFICE224
OFFICE225
OFFICE226 PSY
OFFICE251
OFFICE222
OFFICE223
OFFICE227
OFFICE228
1A3.3
2A3.3
3A3.3
1A3.4
2A3.4
3A3.4
1A3.5
2A3.5
3A3.5
4A3.5
TDB, MLH
A3.3
CORVALLIS, OREGON 97330
BENTON COUNTYHEALTH CLINIC
SHEET
DRAWN
REVISIONS
JOB NO.
DATE
2016.0030
DEC. 18, 2017
In the event conflicts are discovered between theoriginal signed and sealed documents prepared bythe Architects and/or their Consultants, and anycopy of the documents transmitted by mail, fax,electronically or otherwise, the original signed andsealed documents shall govern.
A R C H I T E C T U R EC O M M U N I T Y363 State StreetSalem, OR 97301-3533P: 503.581.4114www.accoac.com
530 NW 27TH STREET
AC+Co ARCHITECTURE | COMMUNITY
CONSTRUCTION DOCUMENTS
NOT FOR CONSTRUCTIONMONTH DAY, YEAR
SCALE:1WALL SECTION - LOWER
3/4"=1'-0" SCALE:2WALL SECTION - UPPER
3/4"=1'-0" SCALE:3WALL SECTION
3/4"=1'-0"
5
FIRST FLOOR0'-0"
BASEMENT-10'-4"
SECOND FLOOR10'-4 1/2"
MECH. PENTHOUSE20'-6"
T.O. PLATE30'-2 5/8"
5 2
SECOND FLOOR10'-4 1/2"
FIRST FLOOR0'-0"
SECOND FLOOR10'-4 1/2"
SILL 3'-0"
HEAD 7'-0"
SILL 13'-9"
HEAD 17'-6"
NEW SUSPENDEDACOUSTICAL TILE CEILING
NEW WOOD HEADER PERSTRUCTURAL
NEW WINDOW PER PLAN
EXISTING EXTERIOR WALL· NEW COMPOSITE WALL PANEL· NEW INFILTRATION BARRIER· EXISTING WOOD SHEATHING TO REMAIN· EXISTING WOOD STUDS TO REMAIN· EXISTING BATT INSULATION TO REMAIN· NEW VAPOR BARRIER· NEW 5 8" GYPSUM WALLBOARD
EXISTING CONCRETE SLABTO REMAIN
NEW SUSPENDEDACOUSTICAL TILE CEILING
EXISTING BASEMENT WALL· EXISTING CONCRETE RETAINING WALL TO REMAIN· 1
2" AIR GAP· NEW WOOD 2x4 FURRING AT 24" o.c., ATTACH TO
STRUCTURE WITH SCOFCO CLIP AT 48" o.c. (VERT.)EVERY OTHER STUD
· NEW 3 12" BATT INSULATION· NEW VAPOR BARRIER· NEW 5 8" GYPSUM WALLBOARD
2ND FLOOR ASSEMBLY· EXISTING WOOD SHEATHING TO REMAIN· EXISTING WOOD JOISTS TO REMAIN· NEW 6" BATT INSULATION· NEW CEILING PER RCP
EXISTING EXTERNAL WALL,TYPICAL 1
A3.3
NEW WINDOW PER PLAN
NEW WOOD HEADER PERSTRUCTURAL
NEW SUSPENDEDACOUSTICAL TILE CEILING
MECHANICAL PENTHOUSE FLOOR ASSEMBLY· EXISTING WOOD SHEATHING TO REMAIN· EXISTING WOOD JOISTS TO REMAIN· NEW 6" BATT INSULATION· NEW CEILING PER RCP
EXISTING STEEL TRUSS TOREMAIN
EXISTING MEMBRANEROOFING TO REMAIN
NEW PRE-FINISHED SHEETMETAL CAP FLASHING
NEW PRE-FINISHED SHEETMETAL CAP FLASHING
NEW MEMBRANE ROOFING· NEW SINGLE PLY MEMBRANE· NEW UNDERLAYMENT· EXISTING MEMBRANE TO REMAIN· EXISTING WOOD SHEATHING TO
REMAIN, U.O.N.
NEW PARAPET FRAMING PERSTRUCTURAL
NEW WALL INFILLPROVIDE WOOD FURRINGAND WALL SHEATHING TOMATCH EXISTING
1A3.3 SIM
EXISTING EXTERIOR WALL,MINOR RENOVATION 3
A3.3 SIM
EXISTING 2x WOOD FURRINGAND 3 4" WALL SHEATHIGN TOREMAIN
2ND FLOOR ASSEMBLY AT EXTERIOR SOFFIT· EXISTING WOOD SHEATHING TO REMAIN· EXISTING WOOD 2x4 FURRING TO REMAIN· EXISTING WOOD SHEATHING TO REMAIN· EXISTING WOOD FLOOR JOISTS TO REMAIN· NEW R-30C BATT INSULATION, STICK PIN INSTALLED· NEW VAPOR BARRIER· 1" AIR SPACE· NEW METAL SOFFIT PANELS (EVERYOTHER VENTED)
NEW STEEL COLUMN PER STRUCTURAL, PAINT
NEW CONCRETE SIDEWALK PER CIVIL
NEW CONCRETE FOOTING PER STRUCTURAL
T.O. PARAPET22'-8"
BASE BID: EXISTING 1x1ACOUSTICAL TILES OVERPLASTER SUBSTRATE TOREMAIN
BASE BID: EXISTING WALLTO REMAIN
2ND FLOOR ASSEMBLY
2A3.3 SIM
34" PLYWOOD OVER WOOD
2x4 FURRING
EXISTING WOOD CEILINGSUPPORT FRAMING TO BEREMOVED
NEW WALL INFILL· NEW COMPOSITE WALL PANEL· NEW INFILTRATION BARRIER· NEW WOOD SHEATHING PER
STRUCTURAL· NEW 2x6 STUD INFILL FRAMING
AT 16" O.C.· NEW R-21 BATT INSULATION· NEW VAPOR BARRIER· NEW 5 8" GYPSUM WALLBOARD
EXISTING EXTERIOR WALL,MINOR RENOVATION
1A3.3
EXISTING CONCRETE SLABON GRADE TO REMAIN
EXISTING TUNNEL TO REMAIN
EXISTING CONCRETEFOUNDATION AND SLAB ONGRADE TO REMAIN
1A8.2
6A8.1
6"
8A8.1
5A8.2
1A8.2
8A8.1
6A8.1
P.T. STUD AT SLAB
6"18
A8.2
15A8.2
6"
7A8.2
TAPERED INSULATION CRICKET· NEW SINGLE PLY MEMBRANE· NEW COVER BOARD· NEW TAPERED RIGID INSULATION
(WHERE OCCURS)· EXISTING MEMBRANE ROOFING TO
REMAIN· EXISTING WOOD SHEATHING TO
REMAIN, U.O.N.
11A8.2
9A8.2 SIM
8A8.2
7A8.1
1A8.2
19'-0"
7A8.1
3A8.3 TYP
ADD ALT NO. 1: NEWSUSPENDED ACOUSTICALTILE CEILING
REFER TO PLANS FORDEMO ASSOCIATED WITHALT. NO. 1
1'-6
"
NEW CURB PER CIVIL
NEW AGGREGATE BASE PER STRUCTURAL
NEW 2x6 BLOCKING, TYP. FORMETAL SOFFIT PANELINSTALLATION
STEEL COLUMN GOES DOWN TO PAD FOOTING
10"
TDB
A3.4
CORVALLIS, OREGON 97330
BENTON COUNTYHEALTH CLINIC
SHEET
DRAWN
REVISIONS
JOB NO.
DATE
2016.0030
DEC. 18, 2017
In the event conflicts are discovered between theoriginal signed and sealed documents prepared bythe Architects and/or their Consultants, and anycopy of the documents transmitted by mail, fax,electronically or otherwise, the original signed andsealed documents shall govern.
A R C H I T E C T U R EC O M M U N I T Y363 State StreetSalem, OR 97301-3533P: 503.581.4114www.accoac.com
530 NW 27TH STREET
AC+Co ARCHITECTURE | COMMUNITY
CONSTRUCTION DOCUMENTS
NOT FOR CONSTRUCTIONMONTH DAY, YEAR
SCALE:1WALL SECTION
3/4"=1'-0" SCALE:2WALL SECTION
3/4"=1'-0"
5
SCALE:3WALL SECTION
3/4"=1'-0"
FIRST FLOOR0'-0"
SECOND FLOOR9'-10"
FIRST FLOOR-0'-2"
SECOND FLOOR9'-10"
FIRST FLOOR-0'-2"
5
SILL 4'-0"
NEW PRE-FINISHED SHEETMETAL CAP FLASHING
NEW PARAPET FRAMING PERSTRUCTURAL
NEW MEMBRANE ROOFING
BASE BID: EXISTING 1x1CEILING TILES TO REMAIN,REFER TO PLANS FOR DEMOWORK ASSOCIATED WITHALT. NO. 2
NEW WOOD HEADER PERSTRUCTURAL
NEW WINDOW PER PLAN
EXISTING EXTERIOR WALL,MINOR RENOVATION 1
A3.4
EXISTING FLOOR ASSEMBLYTO REMAIN
EXISTING 1x1 CEILING TOREMAIN
NEW WOOD HEADER PERSTRUCTURAL
NEW WINDOW PER PLAN
EXISTING EXTERIOR WALL, MINOR RENOVATION· NEW COMPOSITE WALL PANEL· NEW INFILTRATION BARRIER· EXISTING SHEATHING TO REMAIN· EXISTING WOOD FRAMING TO REMAIN· EXISTING BATT INSULATION TO REMAIN· EXISTING GYPSUM WALLBOARD TO REMAIN
EXISTING CASEWORK TO REMAIN
EXISTING FLOOR SHEATHING AND JOISTFRAMING TO REMAIN
EXISTING CONCRETE FOUNDATION TO REMAIN
NEW PRE-FINISHED SHEETMETAL CAP FLASHING
NEW PARAPET FRAMING PERSTRUCTURAL
NEW MEMBRANE ROOFING
NEW WOOD HEADER PERSTRUCTURAL
NEW WINDOW PER PLAN
EXISTING EXTERIOR WALL,MINOR RENOVATION
1A3.4
EXISTING FLOOR ASSEMBLYTO REMAIN
EXISTING 1x1 CEILING TOREMAIN
EXISTING EXTERIOR WALL,MINOR RENOVATION
EXISTING FLOOR SHEATHING AND JOISTFRAMING TO REMAIN
1A3.4
EXISTING CONCRETEFOUNDATION TO REMAIN
EXISTING ROOF SHEATHINGAND JOISTS TO REMAIN
EXISTING MEMBRANEROOFING TO REMAIN
NEW SUSPENDEDACOUSTICAL TILECEILING
NEW WALL INFILL 3A3.3
EXISTING EXTERIORWALL, TYPICAL
1A3.3
EXISTING CONCRETE SLABTO REMAIN, U.O.N.
EXISTING TUNNEL TO REMAIN
T.O. PARAPET14'-1"
HEAD7'-0"
SILL 3'-0"
SILL 13'-9"
HEAD 17'-6"
T.O. PARAPET23'-1"
HEAD 7'-0"
T.O. PARAPET23'-1"
EXISTING CONCRETE SLABTO REMAIN
EXISTING TUNNEL TO REMAIN
NEW CONCRETE SIDEWALKPER CIVIL
NEW 12" EXPANSION JOINTMATERIAL AND CONTINUOUSSEALANT, TYPICAL
EXISTING EXTERIORWALL, TYPICAL
1A3.3
NEW WINDOW PER PLAN
NEW WOOD HEADER PERSTRUCTURAL
NEW PARAPET FRAMING PERSTRUCTURAL
NEW PRE-FINISHED METALFLASHING
NEW MEMBRANE ROOFINGNEW CEMENTITOUS FASCIA
NEW PRE-FINISHED SHEETMETAL GUTTER
1A8.2
7A8.2
6A8.1
8A8.1
6A8.1
8A8.1
6A8.2
8A8.2
10A8.2
1A8.2
20A8.3
9A8.2
8A8.1
6A8.1
7A8.2
7A8.2
PER RCP
6A8.1
8A8.1
8A8.2
SILL 13'-9"
HEAD 17'-0"
3'-0"
3A3.3
3A8.3 TYP19'-0"
18A8.2
ADDITIVE ALTERNATE NO. 2:NEW SUSPENDEDACOUSTICAL TILE CEILING
7A8.1
BASE BID: REFER TO PLANSFOR DEMO ASSOCIATED WITHALT. NO. 2
7A8.1
18A8.2
NEW CONCRETE PAVING PER CIVIL
ADDITIVE ALTERNATE NO. 2:NEW SUSPENDEDACOUSTICAL TILE CEILING
BASE BID: EXISTING 1x1CEILING TILES TO REMAIN,REFER TO PLANS FOR DEMOWORK ASSOCIATED WITHALT. NO. 2
BASE BID: REFER TO PLANSFOR DEMO ASSOCIATED WITHALT. NO. 2
7A8.1
3A8.3 TYP
3A3.3
3A8.3
TYP
7A8.1
METAL SOFFIT PANELS(EVERY OTHER VENTED)
NEW 2x6 BLOCKING, TYP. FORMETAL SOFFIT PANELINSTALLATION
MLH, TDB
A3.5
CORVALLIS, OREGON 97330
BENTON COUNTYHEALTH CLINIC
SHEET
DRAWN
REVISIONS
JOB NO.
DATE
2016.0030
DEC. 18, 2017
In the event conflicts are discovered between theoriginal signed and sealed documents prepared bythe Architects and/or their Consultants, and anycopy of the documents transmitted by mail, fax,electronically or otherwise, the original signed andsealed documents shall govern.
A R C H I T E C T U R EC O M M U N I T Y363 State StreetSalem, OR 97301-3533P: 503.581.4114www.accoac.com
530 NW 27TH STREET
AC+Co ARCHITECTURE | COMMUNITY
CONSTRUCTION DOCUMENTS
NOT FOR CONSTRUCTIONMONTH DAY, YEAR
SCALE:1WALL SECTION
3/4"=1'-0"
A
SCALE:2WALL SECTION - LOWER
3/4"=1'-0" SCALE:4WALL SECTION
3/4"=1'-0"
B E
SECOND FLOOR9'-10"
FIRST FLOOR-0'-2"
FIRST FLOOR0'-0"
SECOND FLOOR10'-4-1/2"
SCALE:3WALL SECTION - UPPER
3/4"=1'-0"
B
SECOND FLOOR10'-4-1/2"
MECH. PENTHOUSE20'-6"
FIRST FLOOR0'-0"
SECOND FLOOR10'-4-1/2"
BASEMENT-10'-4"
NEW PRE-FINISHED SHEETMETAL CAP FLASHING
NEW MEMBRANE ROOFING
NEW PARAPET FRAMING PERSTRUCTURAL
EXISTING ROOF BEAMS ANDFRAMING TO REMAIN
NEW SUSPENDEDACOUSTICAL CEILING TILE
NEW WALL INFILL
EXISTING CONCRETEFOUNDATION TO REMAIN
EXISTING CONCRETE SLABTO REMAIN
EXISTING ASPHALT PAVINGPER CIVIL
T.O. PARAPET14'-1"
EXISTING ROOF AND FLOORFRAMING TO REMAIN
NEW SUSPENDED ACOUSTICALTILE CEILING
EXISTING INTERIOR WALL, TYP.· NEW 5 8" GYPSUM WALLBOARD· EXISTING WOOD STUD FRAMING TO REMAIN· NEW 5 8" GYPSUM WALLBOARD
EXISTING CONCRETE SLAB TOREMAIN
NEW SUSPENDED ACOUSTICALTILE CEILING
EXISTING BASEMENT WALL 1A3.3
EXISTING CONCRETE FOUNDATIONAND SLAB TO REMAIN
NEW PRE-FINISHED SHEETMETAL CAP FLASHING
NEW MEMBRANE ROOFING
NEW PARAPET FRAMING PERSTRUCTURAL
EXISTING SHEATHING ANDROOF FRAMING TO REMAIN
EXISTING 1x1 TILE AND PLASTERSUBSTRATE TO BE REMOVED
NEW SUSPENDED ACOUSTICALTILE CEILING
NEW WALL INFILL 3A3.3
EXISTING EXTERIOR WALL3
A3.3
2ND FLOOR ASSEMBLY2
A3.3
NEW PRE-FINISHED SHEETMETAL CAP FLASHING
NEW MEMBRANE ROOFING
NEW PARAPET FRAMING PERSTRUCTURAL
EXISTING SHEATHING ANDROOF FRAMING TO REMAIN
EXISTING 1x1 CEILING TO REMAIN
EXISTING EXTERIOR WALL,MINOR RENOVATION 1
A3.4
EXISTING EXTERIOR WALL,MINOR RENOVATION 1
A3.4
EXISTING FLOOR FRAMING ANDSHEATHING TO REMAIN
EXISTING 1x1 CEILING TO REMAIN
EXISTING SHEATHING ANDFRAMING TO REMAIN
EXISTING CONCRETEFOUNDATION TO REMAIN
T.O. PARAPET23'-1"
T.O. PARAPET23'-1"
7A8.2
PER RCP
6"
6"6"
6"6"
10A8.2 SIM
7A8.2
7A8.2
1A8.4
10A8.2
EXISTING CONCRETE PAVING TOREMAIN
1A8.2
3A8.3 TYP
3A3.3
3A8.3 TYP
3A8.3 TYP
MLH, TDB
A3.6
CORVALLIS, OREGON 97330
BENTON COUNTYHEALTH CLINIC
SHEET
DRAWN
REVISIONS
JOB NO.
DATE
2016.0030
DEC. 18, 2017
In the event conflicts are discovered between theoriginal signed and sealed documents prepared bythe Architects and/or their Consultants, and anycopy of the documents transmitted by mail, fax,electronically or otherwise, the original signed andsealed documents shall govern.
A R C H I T E C T U R EC O M M U N I T Y363 State StreetSalem, OR 97301-3533P: 503.581.4114www.accoac.com
530 NW 27TH STREET
AC+Co ARCHITECTURE | COMMUNITY
CONSTRUCTION DOCUMENTS
NOT FOR CONSTRUCTIONMONTH DAY, YEAR
SCALE:1WALL SECTION
3/4"=1'-0"
5
SCALE:2WALL SECTION
3/4"=1'-0"
FIRST FLOOR0'-0"
SECOND FLOOR10'-4-1/2"
SCALE:3WALL SECTION
3/4"=1'-0"
5 2
FIRST FLOOR0'-0"
SECOND FLOOR10'-4 1/2"
FIRST FLOOR0'-0"
SECOND FLOOR10'-4-1/2"
NEW EXTERIOR WALL· NEW COMPOSITE WALL PANEL· NEW INFILTRATION BARRIER· NEW WOOD SHEATHING PER STRUCTURAL· NEW WOOD STUDS AT 16" O.C.· NEW R-21 BATT INSULATION· NEW VAPOR BARRIER· NEW 5 8" GYPSUM WALLBOARD
EXISTING CONCRETEFOUNDATION AND SLAB ONGRADE TO REMAIN
NEW WINDOW PER PLAN
NEW SUSPENDEDACOUSTICAL TILE CEILING
NEW WOOD HEADER PERSTRUCTURAL
EXISTING BEAM TO REMAIN
EXISTING JOISTS ANDSHEATHING TOREMAIN
NEW PARAPET FRAMING PERSTRUCTURAL
NEW MEMBRANE ROOFING
NEW PRE-FINISHED SHEETMETAL CAP FLASHING
B.O. BEAM9'-2 1/4"
T.O. PARAPET14'-1"
T.O. DECKVARIES
T.O. PARAPET25' - 8"
EXTEND ROOF SHEATHINGTO MATCH SLOPE, NEWSHEATHING AND FRAMINGPER STRUCTURAL
NEW MEMBRANE ROOFING
NEW PRE-FINISHED SHEETMETAL CAP FLASHING
EXISTING ROOF SHEATHINGTO REMAIN
EXISTING ROOF FRAMING TOREMAIN
NEW SUSPENDEDACOUSTICAL TILE CEILING
NEW WOOD FRAMING PERSTRUCTURAL
NEW WINDOW PER PLAN
NEW 2x12 WOOD FRAMEDWALL AT 16" O.C.
EXTEND FLOOR FRAMINGAND SHEATHING TO MATCH
2ND FLOOR ASSEMBLY 2A3.3
NEW SUSPENDEDACOUSTICAL TILE CEILING
358" METAL STUD FRAMING
AT 16" O.C.
NEW GALVANIZED STEELCANOPY PER STRUCTURAL,PAINT ALL SIDES
NEW WINDOW PER PLAN
NEW CONCRETE PAVING PERCIVIL
NEW CONCRETE FOOTINGPER STRUCTURAL
EXISTING TUNNEL ANDCONCRETE SLAB TO REMAIN
NEW WOOD 2x12 PARAPET· COMPOSITE WALL PANEL· INFILTRATION BARRIER· WOOD SHEATHING PER STRUCTURAL· WOOD STUDS PER PLAN· WOOD SHEATHING· MEMBRANE ROOFING
NEW MEMBRANE ROOFING
NEW PRE-FINISHED SHEETMETAL CAP FLASHING
NEW PARAPET FRAMING PERSTRUCTURAL
T.O. PARAPET25'-8"
EXISTING EXTERIOR WALL,MINOR RENOVATION
1A3.4
NEW GALVANIZED STEELCANOPY PER STRUCTURAL,PAINT ALL SIDES
B.O. CANOPY9'-0"
2ND FLOOR ASSEMBLY ATEXTERIOR SOFFIT
3A3.3
COLUMN BEYOND, PER PLAN
NEW CONCRETE PAVING PER CIVIL
NEW FOOTING BEYOND
EXISTING TUNNEL TO REMAIN
EXISTING CONCRETE SLABTO REMAIN
WALL BEYOND
NEW SUSPENDED CEILINGPER RCP
EXISTING WOOD FRAMING TOBE REMOVED
2ND FLOOR ASSEMBLY3
A3.3 SIM
EXISTING WALL TO REMAIN
EXISTING 1x1 ACOUSTICALTILES OVER PLASTER TOREMAIN
B.O. CANOPY9'-0"
EXISTING FASCIA ANDFRAMING TO BE REMOVEDFOR NEW WORK
7A8.2
8A8.2
SIM
8A8.1
HEAD7'-0"
SILL3'-0"
6A8.1
4"
6"
6" 4"
3A8.4
1'-6" 1'-1"
PER RCP
HEAD8'-9"
13A8.1
HEAD17'-6"
SILL13'-9"
12A8.1
5A8.1 SIM.
8A8.3
11A8.2
PER RCP
HEAD8'-9"
1A8.2
7A8.2
7A8.2 SIM
7A8.1
3A8.3
TYP
3A8.3
TYP
EXISTING WALL TO REMAIN
NEW 2x4 PONY WALL WITH 5 8"GYPSUM BOARD
10"
HEAD17'-6"
SILL13'-9"
NEW WINDOW PER PLAN
15A8.3
16A8.3
NEW BEAM PERSTRUCTURAL
358" METAL STUD FRAMING
AT 16" O.C.
6A8.1 SIM.
7A8.1 SIM.
8A8.1 SIM.
NEW 2x6 BLOCKING, TYP. FORMETAL SOFFIT PANELINSTALLATION
MLH, TDB
A3.7
CORVALLIS, OREGON 97330
BENTON COUNTYHEALTH CLINIC
SHEET
DRAWN
REVISIONS
JOB NO.
DATE
2016.0030
DEC. 18, 2017
In the event conflicts are discovered between theoriginal signed and sealed documents prepared bythe Architects and/or their Consultants, and anycopy of the documents transmitted by mail, fax,electronically or otherwise, the original signed andsealed documents shall govern.
530 NW 27TH STREET
AC+Co ARCHITECTURE | COMMUNITY
CONSTRUCTION DOCUMENTS
NOT FOR CONSTRUCTIONMONTH DAY, YEAR
FIRST FLOOR0'-0"
T.O. PARAPET14'-1"
SCALE:1WALL SECTION
3/4"=1'-0"
3
HEAD8'-6"
PER RCP
6"
EXISTING EXTERIOR WALL1
A3.3
NEW INFILL CEILING FRAMINGPER STRUCTURAL
NEW METAL SOFFIT PANEL(EVERY OTHER VENTED)
COMPOSITE PANEL BEYOND
NEW CONCRETE TOPPINGBUILT UP TO SLOPE TOEXTERIOR, FINISH WITHTRAFFIC COATING
SLOPE18:12
EXISTING CONCRETE PAVING
EXISTING FOUNDATION ANDTUNNEL TO REMAIN
5A8.1
6A8.3
11A8.3
3A8.2
1A8.3
11A8.2 SIM
7A8.2
WOOD 2x6 FRAMING AT 16" o.c.
SCALE:2WALL SECTION
3/4'=1'-0"
T.O. PARAPET14'-1"
VARIES
8'-7"
7A8.2
NEW PRE-FINISHED METALCAP FLASHING
NEW INFILL WALL 3A3.3 SIM
NEW PARAPET FRAMING PERSTRUCTURAL
NEW MEMBRANE ROOFING
NEW BLOCKING FOR METALSOFFIT PANELS
NEW HEADER PERSTRUCTURAL
EXISTING WOOD ROOFFRAMING TO REMAIN
NEW METAL SOFFIT PANEL(EVERY OTHER VENTED)
SCALE:
GYPSUM BOARD PARTITIONS3 1 1/2" = 1'-0"
VARIES
EXISTING CEILING JOIST
NEW DEFLECTION TRACK
WALL PER PLAN
1"
B.O.CEILING
PER FLRF.F.E.
(2) #10 SHEET METAL SCREWSSPACED AT36" o.c.
(1) POWDER ACTUATED .300"HEAD DRIVE PIN, EMBED 1",SPACED AT36" o.c.
MLH
A4.0
CORVALLIS, OREGON 97330
BENTON COUNTYHEALTH CLINIC
SHEET
DRAWN
REVISIONS
JOB NO.
DATE
2016.0030
DEC. 18, 2017
In the event conflicts are discovered between theoriginal signed and sealed documents prepared bythe Architects and/or their Consultants, and anycopy of the documents transmitted by mail, fax,electronically or otherwise, the original signed andsealed documents shall govern.
530 NW 27TH STREET
AC+Co ARCHITECTURE | COMMUNITY
CONSTRUCTION DOCUMENTS
NOT FOR CONSTRUCTIONMONTH DAY, YEAR
TOILET PAPERDISPENSER
1'-3
"M
IN.
4'-6
"3'
-4" F
OR
FRO
NT
RE
AC
HO
NLY
PAPERTOWELDISPENSER
1
TO P
OIN
T O
FO
PE
RA
TIO
N
SANITARYNAPKINDISPOSAL
TOILET COMPARTMENT
2'-4
"3'-4
"
SANITARYNAPKINDISPENSER
32 4
TO P
OIN
T O
FO
PE
RA
TIO
N
LAVATORY
3'-4
"
3'-4
"
SOAPDISPENSER
5 6
MIRRORGRAB BARS ATH.C. TOILETS
TO P
OIN
T O
FO
PE
RA
TIO
N
TO F
RO
NT
LIP
OF
LAV
. 8"
1'-6"
2
7
1'-6
"
SEAT COVERDISPENSER
3'-0
"
3'-4
"A
T A
DA
STA
LLO
NLY
7
GRABBARS
8
GRAB BARS ATH.C. SHOWERS
TO P
OIN
T O
FO
PE
RA
TIO
N
TO P
OIN
T O
FO
PE
RA
TIO
N
3'-9
"
4'-0
"
DIAPERCHANGINGSTATION
9 18
TOWELPIN
FOLDINGSHOWERSEAT
19
7
SCALE:
TYPICAL HEIGHT AND DIMENSIONS FOR TOILET ACCESSORIES AND FIXTURES1 1/4" = 1'-0"
7 3'-0
"
4'-6
"
2'-1
0"
1'-6
"M
IN.
3'-4
"
VERTICALGRABBAR
17
17
3'-4
"
17
11 2"M
IN.
3'-6"
6"
3"112"
21 2"1'
-4"
1'-3"
2'-6"
19
SIDEWALL
SIDEWALL
BA
CK
WA
LL
1'-1
1"
1'-2"
1'-6
"3'
-4"
3'-4"
17
℄
℄
1'-2
"
1'-1
1 2"7"
1'-112"
1'-6"
11
PLAN NOTES:
6
11
13
12
9
10
8
7
1
5
4
3
2
OFCI PAPER TOWEL DISPENSER
OFCI TOILET PAPER HOLDER
OFCI SANITARY NAPKIN DISPOSAL
OFCI SOAP DISPENSER
OFCI MIRROR
ONE PIECE GRAB BAR, (E) DESIGNATES EXISTING TO REMAIN
OFCI TOILET SEAT COVER DISPENSER
LAVATORY, WALL HUNG OR COUNTERTOP AS SHOWN, (E) DESIGNATESEXISTING TO REMAIN, REFER TO PLUMBING DRAWINGSWATER CLOSET, HANDICAP ACCESSIBLE AS INDICATED (HC) , FLOOR MOUNTEDOR WALL HUNG AS SHOWN, (E) DESIGNATES EXISTING TO REMAIN, REFER TOPLUMBING DRAWINGS
15
16
14
OFCI SANITARY NAPKIN DISPENSER
17 NEW VERTICAL GRAB BAR
18
19
20
WALL PROTECTION FINISH, REFER TO FINISH SCHEDULE
WALL BASE, REFER TO FINISH SCHEDULE
NEW TOWEL PIN
FOLDING SHOWER SEAT
FIBERGLASS SHOWER STALL, REFER TO PLUMBING DESIGN/BUILD DRAWINGS
HAND HELD/ADJUSTABLE SHOWER HEAD WITH VALVE, REFER TO PLUMBINGDEISIGN/BUILD DRAWINGS
PAINT, REFER TO FINISH SCHEDULE
OFCI WALL MOUNTED BABY CHANGING STATION
BRACE AS REQUIRED, REFER TO ELEVATION FOR TYPE,(S) DENOTES SURFACE, (H) DENOTES HIDDENS, REFER TO DETAILS
21 SOLID SURFACE COUNTERTOP WITH 4" BACKSPLASH AT ALL WALLS
22
FLOOR DRAIN, (E) DESIGNATES EXISTING TO REMAIN, REFER TO PLUMBING DRAWINGS
NEW SPECIMEN PASS-THRU23
DOOR AND/OR WINDOW AS OCCURS PER PLAN24
4A4.4
5A4.4
WALL LIGHT, REFER TO ELECTRICAL DRAWINGS25
EXISTING LAV AT EXISTING VANITY TO REMAIN26
GENERAL NOTES:1. REFER TO ROOM FINISH SCHEDULE IN SPECIFICATIONS FOR WALL
AND FLOORING FINISHES.FLUSH CONTROLS FOR HANDICAPPED ACCESSIBLE WATER CLOSETSHALL BE INSTALLED ON THE WIDE SIDE OF THE WATER CLOSET.
2.
MINIMUM DIMENSION TO POINT OF SERVICE FOR TOILET PAPERDISPENSER IS 1'-7". HOWEVER MOUNT AT 24" O.C. AT STANDARDWATER CLOSET AND AS HIGH AS POSSIBLE IN HANDICAP WATERCLOSET ALLOWING 2" CLEARANCE AT UNDERSIDE OF GRAB BAR
3.
REFER TO DETAIL 1/A4.0 FOR TYPICAL MOUNTING HEIGHTS ANDDIMENSIONS FOR TOILET ACCESSORIES AND FIXTURES.
4.
ALL EXPOSED HOT WATER AND WASTE LINES TO BE INSULATED.5.
SCALE:
SHOWER ROOMS ENLARGED PLANS - BASEMENT2 1/4" = 1'-0"
3'-4
"
23
TO P
OIN
T O
FO
PE
RA
TIO
N
C
4 4
C
SHOWER003
EXSTTOILET
004
EXSTTOILET
013
3A4.0
A
BC
D
4A4.0
A
BC
D
6A4.0
A
BC
D
SCALE:
SHOWER ELEVATION - BASEMENT3 1/4" = 1'-0"
SCALE:
EXISTING TOILET ROOM ELEVATION - BASEMENT4 1/4" = 1'-0" SCALE:
EXISTING TOILET ROOM ELEVATION - BASEMENT5 1/4" = 1'-0"
4'-7" 19'-11"
6" 3'-2" 11"
℄ ℄℄
℄℄
℄
℄℄℄
4'-4" 5'-7" 10'-0"1"
2'-9" 1'-6" 2'-2" 3'-5"
2'-1
"
1'-9
"4'
-3"
3'-3
"4'
-4"
13'-7
"9"2'
-6"
19'-11"4'-7"
14'-10"9"3'-4"1'-0"4'-7"
11'-10"1'-0"2'-0"1'-6"1'-10"1'-0"8"3'-11"
13'-7
"
℄℄
5'-7
"8"
5'-7
"1'
-9"
1'-9
"
2'-1
" 4"
1'-0
"1'
-2"
10"
2"
6"6"
1'-6
"1'
-0"
2'-1
"2'
-5"
A WEST
16
19
8
B NORTH
16
19
2 4
17
C EAST
5 6
25
7
17 16
20
1
D SOUTH
003
A WEST
56
25
B NORTH24
17
C EAST
8
D SOUTH
1
004
A WEST
1
B NORTH
2 4C EAST
8 6
25
5
D SOUTH
1
2
013
2 2
4
4 4
55
6
7(E)
7(E)
7(E)
7(E)
7(E)
7
8
8 8
10
10
(E)
(E)
11 (E)
11 (E)
11 (E)
11 (E)
11(E)
12(E)
12(E)
12 (E)
12 (E)
12 (E)
12 (E) 12(E)
12 (E)
12(E)
13 13
13
13
13 13
13
13 13
13
1313
14 14
14 14
14 14
14 14
14 14
14 14
15 15
1515
15 15
1515
15
15
1515
16
7
17
18
18
19
24
24
24
24
24
24
26
26
1
6
6"
4'-0
"P
ER
RC
P
6"
4'-0
"P
ER
RC
P
6"
4'-0
"P
ER
RC
P
HC
HC
HC
MLH
A4.1
CORVALLIS, OREGON 97330
BENTON COUNTYHEALTH CLINIC
SHEET
DRAWN
REVISIONS
JOB NO.
DATE
2016.0030
DEC. 18, 2017
In the event conflicts are discovered between theoriginal signed and sealed documents prepared bythe Architects and/or their Consultants, and anycopy of the documents transmitted by mail, fax,electronically or otherwise, the original signed andsealed documents shall govern.
530 NW 27TH STREET
AC+Co ARCHITECTURE | COMMUNITY
CONSTRUCTION DOCUMENTS
NOT FOR CONSTRUCTIONMONTH DAY, YEAR
PLAN NOTES:
6
11
13
12
9
10
8
7
1
5
4
3
2
OFCI PAPER TOWEL DISPENSER
OFCI TOILET PAPER HOLDER
OFCI SANITARY NAPKIN DISPOSAL
OFCI SOAP DISPENSER
OFCI MIRROR
ONE PIECE GRAB BAR, (E) DESIGNATES EXISTING TO REMAIN
OFCI TOILET SEAT COVER DISPENSER
LAVATORY, WALL HUNG OR COUNTERTOP AS SHOWN, (E) DESIGNATESEXISTING TO REMAIN, REFER TO PLUMBING DRAWINGSWATER CLOSET, HANDICAP ACCESSIBLE AS INDICATED (HC) , FLOOR MOUNTEDOR WALL HUNG AS SHOWN, (E) DESIGNATES EXISTING TO REMAIN, REFER TOPLUMBING DRAWINGS
15
16
14
OFCI SANITARY NAPKIN DISPENSER
17 NEW VERTICAL GRAB BAR
18
19
20
WALL PROTECTION FINISH, REFER TO FINISH SCHEDULE
WALL BASE, REFER TO FINISH SCHEDULE
NEW TOWEL PIN
FOLDING SHOWER SEAT
FIBERGLASS SHOWER STALL, REFER TO PLUMBING DESIGN/BUILD DRAWINGS
HAND HELD/ADJUSTABLE SHOWER HEAD WITH VALVE, REFER TO PLUMBINGDEISIGN/BUILD DRAWINGS
PAINT, REFER TO FINISH SCHEDULE
OFCI WALL MOUNTED BABY CHANGING STATION
BRACE AS REQUIRED, REFER TO ELEVATION FOR TYPE,(S) DENOTES SURFACE, (H) DENOTES HIDDENS, REFER TO DETAILS
21 SOLID SURFACE COUNTERTOP WITH 4" BACKSPLASH AT ALL WALLS
22
FLOOR DRAIN, (E) DESIGNATES EXISTING TO REMAIN, REFER TO PLUMBING DRAWINGS
NEW SPECIMEN PASS-THRU23
DOOR AND/OR WINDOW AS OCCURS PER PLAN24
4A4.4
5A4.4
WALL LIGHT, REFER TO ELECTRICAL DRAWINGS25
EXISTING LAV AT EXISTING VANITY TO REMAIN26
GENERAL NOTES:1. REFER TO ROOM FINISH SCHEDULE IN SPECIFICATIONS FOR WALL
AND FLOORING FINISHES.FLUSH CONTROLS FOR HANDICAPPED ACCESSIBLE WATER CLOSETSHALL BE INSTALLED ON THE WIDE SIDE OF THE WATER CLOSET.
2.
MINIMUM DIMENSION TO POINT OF SERVICE FOR TOILET PAPERDISPENSER IS 1'-7". HOWEVER MOUNT AT 24" O.C. AT STANDARDWATER CLOSET AND AS HIGH AS POSSIBLE IN HANDICAP WATERCLOSET ALLOWING 2" CLEARANCE AT UNDERSIDE OF GRAB BAR
3.
REFER TO DETAIL 1/A4.0 FOR TYPICAL MOUNTING HEIGHTS ANDDIMENSIONS FOR TOILET ACCESSORIES AND FIXTURES.
4.
ALL EXPOSED HOT WATER AND WASTE LINES TO BE INSULATED.5.
SCALE:
RESTROOM ENLARGED PLANS - FIRST FLOOR1 1/4" = 1'-0"
SCALE:
TOILET ROOM ELEVATION - FIRST FLOOR2 1/4" = 1'-0" 109
SCALE:
RESTROOM ELEVATION - FIRST FLOOR3 1/4" = 1'-0" 110
SCALE:
RESTROOM ENLARGED PLAN - FIRST FLOOR4 1/4" = 1'-0" SCALE:
RESTROOM ELEVATION - FIRST FLOOR5 1/4" = 1'-0" 112
SCALE:
RESTROOM ENLARGED PLAN - FIRST FLOOR6 1/4" = 1'-0" SCALE:
RESTROOM ELEVATION - FIRST FLOOR7 1/4" = 1'-0" 115
10'-2"
1'-2" 9'-0"
4'-10"4"
4'-6"
7'-1
0"
7'-1
0"
4"
4"1'
-8"
4'-2
"1'
-8"
15'-0"
1'-2" 2'-6" 3'-6" 1'-0" 2'-0"
4"
1'-0" 10"
1'-3
"1'
-6"
9"4"1'
-3"
2'-5
"
℄ ℄ ℄
℄℄
℄℄
℄
RESTROOM109
2A4.1
A
BC
D
RESTROOM110
3A4.1
A
BC
D
9'-4"4"
9'-0"
℄
1'-2"1'-6"
8'-1
"4"
1'-3
"3'
-6"
1'-0
"2'
-0"
9'-4"
4"
1'-6" 4'-5" 1'-6"
8'-1
"
4"
1'-0
"1'
-0"
RESTROOM112
5A4.1
A
BC
D
5'-4"4"
5'-0"
7'-1
0"4"
4'-6
"1'
-0"
5'-4"
4"
1'-0" 11" 1'-6"
7'-1
0"
4"2'
-6"
2'-0
"1'
-0"
2'-0
"
℄℄
℄
℄ ℄ ℄
℄ ℄ ℄
℄
℄℄
RESTROOM115
5A4.1
A
BC
D
HC
CBA D SOUTHEASTNORTHWEST
CBA D SOUTHEASTNORTHWEST
HC
CBA D SOUTHEASTNORTHWEST
CBA D SOUTHEASTNORTHWEST
6"4'
-0"
SE
E R
CP
6"4'
-0"
SE
E R
CP
6"4'
-0"
SE
E R
CP
6"4'
-0"
SE
E R
CP
1
1
1
1
1
1
1
1
2 4 2 4
42
24
42 4
2
2
4
42
24
42
2 4
3
3 5
5
5
5
5
5
24
5
5
6
6
6
6
6
6
6
6
7
17
7
7
17
7 17
7
8
8
8
8
8
8
8
8
11
11
11
11
11
11
11
11
12 12
1212
12
12 HC
HC
12 12
12
129
9
15
13
14
15
13
1412
15
13
14
15
13
14
2221
(H)2221
(H)
2221
(H)
2221
(H)
24
24
24
24
24
24
24
24
25
25
25
25
3A4.4
3A4.4
15
13
15
13
15
13
14
14
14
15
13
14
15
13
14
15
13
14
15
13
14
15
13
14
15
13
15
13
14
15
13
14
15
13
14
7
17
1'-6"1"
5'-9
"
1'-0"
7"
2'-0
"
MLH
A4.2
CORVALLIS, OREGON 97330
BENTON COUNTYHEALTH CLINIC
SHEET
DRAWN
REVISIONS
JOB NO.
DATE
2016.0030
DEC. 18, 2017
In the event conflicts are discovered between theoriginal signed and sealed documents prepared bythe Architects and/or their Consultants, and anycopy of the documents transmitted by mail, fax,electronically or otherwise, the original signed andsealed documents shall govern.
530 NW 27TH STREET
AC+Co ARCHITECTURE | COMMUNITY
CONSTRUCTION DOCUMENTS
NOT FOR CONSTRUCTIONMONTH DAY, YEAR
PLAN NOTES:
6
11
13
12
9
10
8
7
1
5
4
3
2
OFCI PAPER TOWEL DISPENSER
OFCI TOILET PAPER HOLDER
OFCI SANITARY NAPKIN DISPOSAL
OFCI SOAP DISPENSER
OFCI MIRROR
ONE PIECE GRAB BAR, (E) DESIGNATES EXISTING TO REMAIN
OFCI TOILET SEAT COVER DISPENSER
LAVATORY, WALL HUNG OR COUNTERTOP AS SHOWN, (E) DESIGNATESEXISTING TO REMAIN, REFER TO PLUMBING DRAWINGSWATER CLOSET, HANDICAP ACCESSIBLE AS INDICATED (HC) , FLOOR MOUNTEDOR WALL HUNG AS SHOWN, (E) DESIGNATES EXISTING TO REMAIN, REFER TOPLUMBING DRAWINGS
15
16
14
OFCI SANITARY NAPKIN DISPENSER
17 NEW VERTICAL GRAB BAR
18
19
20
WALL PROTECTION FINISH, REFER TO FINISH SCHEDULE
WALL BASE, REFER TO FINISH SCHEDULE
NEW TOWEL PIN
FOLDING SHOWER SEAT
FIBERGLASS SHOWER STALL, REFER TO PLUMBING DESIGN/BUILD DRAWINGS
HAND HELD/ADJUSTABLE SHOWER HEAD WITH VALVE, REFER TO PLUMBINGDEISIGN/BUILD DRAWINGS
PAINT, REFER TO FINISH SCHEDULE
OFCI WALL MOUNTED BABY CHANGING STATION
BRACE AS REQUIRED, REFER TO ELEVATION FOR TYPE,(S) DENOTES SURFACE, (H) DENOTES HIDDENS, REFER TO DETAILS
21 SOLID SURFACE COUNTERTOP WITH 4" BACKSPLASH AT ALL WALLS
22
FLOOR DRAIN, (E) DESIGNATES EXISTING TO REMAIN, REFER TO PLUMBING DRAWINGS
NEW SPECIMEN PASS-THRU23
DOOR AND/OR WINDOW AS OCCURS PER PLAN24
4A4.4
5A4.4
WALL LIGHT, REFER TO ELECTRICAL DRAWINGS25
EXISTING LAV AT EXISTING VANITY TO REMAIN26
GENERAL NOTES:1. REFER TO ROOM FINISH SCHEDULE IN SPECIFICATIONS FOR WALL
AND FLOORING FINISHES.FLUSH CONTROLS FOR HANDICAPPED ACCESSIBLE WATER CLOSETSHALL BE INSTALLED ON THE WIDE SIDE OF THE WATER CLOSET.
2.
MINIMUM DIMENSION TO POINT OF SERVICE FOR TOILET PAPERDISPENSER IS 1'-7". HOWEVER MOUNT AT 24" O.C. AT STANDARDWATER CLOSET AND AS HIGH AS POSSIBLE IN HANDICAP WATERCLOSET ALLOWING 2" CLEARANCE AT UNDERSIDE OF GRAB BAR
3.
REFER TO DETAIL 1/A4.0 FOR TYPICAL MOUNTING HEIGHTS ANDDIMENSIONS FOR TOILET ACCESSORIES AND FIXTURES.
4.
ALL EXPOSED HOT WATER AND WASTE LINES TO BE INSULATED.5.
SCALE:
RESTROOM ENLARGED PLAN - FIRST FLOOR1 1/4" = 1'-0" SCALE:
RESTROOM ELEVATION - FIRST FLOOR2 1/4" = 1'-0" 142
SCALE:
RESTROOM ENLARGED PLANS - FIRST FLOOR5 1/4" = 1'-0" SCALE:
TOILET ROOM ELEVATION - FIRST FLOOR7 1/4" = 1'-0" 161
SCALE:
RESTROOM ENLARGED PLAN - FIRST FLOOR3 1/4" = 1'-0" SCALE:
RESTROOM ELEVATION - FIRST FLOOR4 1/4" = 1'-0" 124
SCALE:
TOILET ROOM ELEVATION - FIRST FLOOR6 1/4" = 1'-0" 160
8'-8"6"
1'-6" 3'-7" 1'-6"
10'-2
"
1'-0
"1'
-0"
1'-0
"
10'-2
"
8'-8"
6"
5'-8" 2'-6"
1'-0
"2'
-0"
1'-0
"2'
-6"
1'-8
"2'
-0"
℄
℄℄℄
℄℄
℄
℄
9'-6"4"
2 2
10'-0
"10
"
3'-2
"6'
-0"
9'-6"
4"
10"
RESTROOM142
RESTROOM124
2A4.2
A
BC
D
4A4.2
A
BC
D
3
13'-5"
3
1'-9" 2'-0"
9'-1
"
13'-5"
4'-9"
9'-1
"
11"
1'-6
"2'
-1"
1'-7
"2'
-0"
1'-0
"
6A4.2
A
BC
D 7A4.2
A
BC
D
RESTROOM160
RESTROOM161
HC
CBA D SOUTHEASTNORTHWEST
CBA D SOUTHEASTNORTHWEST
CBA D SOUTHEASTNORTHWEST
1
1
1
1
2 4
1'-0"
24
24
24
2 4
3
5
53
5
5
6
6
6
6
2
4
7
17
7 17
7
8
8
HC
9
11
11
11
11
11
12
12 12
12
1212
8
6"4'
-0"
SE
E R
CP
6"4'
-0"
SE
E R
CP
13
14
15
13
14
152122 (H)
2122 (H)
24
24
24 24
24
24
25
25
3A4.4
23
℄
℄℄
℄℄
℄
℄
℄
℄℄
℄
1'-0"1'-0"4"
11"
1'-6
"1"
3'-7
"1'
-6"
2'-4" 1'-0" 5'-4"
℄1'
-6"
6'-4"
24 177
12 HC
5
6
1
2122 (H)
8
6"4'
-0"
SE
E R
CP
13
14
15
24
2 4
17
7
12
HC
1
24
5
67
112 21
22(H)
25
3A4.4
8
1
1113
14
15
13
15
13
15
14 14
13
14
15
13
14
15
1'-6"
1"
7'-2
"
1'-6
"
10'-0
"℄
℄℄
℄℄
℄6'-2" 1'-0" 2'-0"
1'-6
"3'
-2"
1'-5
"1'
-7"
1'-6
"
8'-2" 1'-0"
CBA D SOUTHEASTNORTHWEST
HC
1
245
6 7
111221
22(H)
25
3A4.4
13
15
14
24
13
14
15
24
17
7
12
6"4'
-0"
SE
E R
CP
13
14
15
23
8
1
2122(H)
6
11
11
5
8
2 417 7
12HC
13
14
15
MLH
A4.3
CORVALLIS, OREGON 97330
BENTON COUNTYHEALTH CLINIC
SHEET
DRAWN
REVISIONS
JOB NO.
DATE
2016.0030
DEC. 18, 2017
In the event conflicts are discovered between theoriginal signed and sealed documents prepared bythe Architects and/or their Consultants, and anycopy of the documents transmitted by mail, fax,electronically or otherwise, the original signed andsealed documents shall govern.
530 NW 27TH STREET
AC+Co ARCHITECTURE | COMMUNITY
CONSTRUCTION DOCUMENTS
NOT FOR CONSTRUCTIONMONTH DAY, YEAR
PLAN NOTES:
6
11
13
12
9
10
8
7
1
5
4
3
2
OFCI PAPER TOWEL DISPENSER
OFCI TOILET PAPER HOLDER
OFCI SANITARY NAPKIN DISPOSAL
OFCI SOAP DISPENSER
OFCI MIRROR
ONE PIECE GRAB BAR, (E) DESIGNATES EXISTING TO REMAIN
OFCI TOILET SEAT COVER DISPENSER
LAVATORY, WALL HUNG OR COUNTERTOP AS SHOWN, (E) DESIGNATESEXISTING TO REMAIN, REFER TO PLUMBING DRAWINGSWATER CLOSET, HANDICAP ACCESSIBLE AS INDICATED (HC) , FLOOR MOUNTEDOR WALL HUNG AS SHOWN, (E) DESIGNATES EXISTING TO REMAIN, REFER TOPLUMBING DRAWINGS
15
16
14
OFCI SANITARY NAPKIN DISPENSER
17 NEW VERTICAL GRAB BAR
18
19
20
WALL PROTECTION FINISH, REFER TO FINISH SCHEDULE
WALL BASE, REFER TO FINISH SCHEDULE
NEW TOWEL PIN
FOLDING SHOWER SEAT
FIBERGLASS SHOWER STALL, REFER TO PLUMBING DESIGN/BUILD DRAWINGS
HAND HELD/ADJUSTABLE SHOWER HEAD WITH VALVE, REFER TO PLUMBINGDEISIGN/BUILD DRAWINGS
PAINT, REFER TO FINISH SCHEDULE
OFCI WALL MOUNTED BABY CHANGING STATION
BRACE AS REQUIRED, REFER TO ELEVATION FOR TYPE,(S) DENOTES SURFACE, (H) DENOTES HIDDENS, REFER TO DETAILS
21 SOLID SURFACE COUNTERTOP WITH 4" BACKSPLASH AT ALL WALLS
22
FLOOR DRAIN, (E) DESIGNATES EXISTING TO REMAIN, REFER TO PLUMBING DRAWINGS
NEW SPECIMEN PASS-THRU23
DOOR AND/OR WINDOW AS OCCURS PER PLAN24
4A4.4
5A4.4
WALL LIGHT, REFER TO ELECTRICAL DRAWINGS25
EXISTING LAV AT EXISTING VANITY TO REMAIN26
GENERAL NOTES:1. REFER TO ROOM FINISH SCHEDULE IN SPECIFICATIONS FOR WALL
AND FLOORING FINISHES.FLUSH CONTROLS FOR HANDICAPPED ACCESSIBLE WATER CLOSETSHALL BE INSTALLED ON THE WIDE SIDE OF THE WATER CLOSET.
2.
MINIMUM DIMENSION TO POINT OF SERVICE FOR TOILET PAPERDISPENSER IS 1'-7". HOWEVER MOUNT AT 24" O.C. AT STANDARDWATER CLOSET AND AS HIGH AS POSSIBLE IN HANDICAP WATERCLOSET ALLOWING 2" CLEARANCE AT UNDERSIDE OF GRAB BAR
3.
REFER TO DETAIL 1/A4.0 FOR TYPICAL MOUNTING HEIGHTS ANDDIMENSIONS FOR TOILET ACCESSORIES AND FIXTURES.
4.
ALL EXPOSED HOT WATER AND WASTE LINES TO BE INSULATED.5.
SCALE:
RESTROOM ENLARGED PLANS - SECOND FLOOR1 1/4" = 1'-0"
SCALE:
TOILET ROOM ELEVATION - SECOND FLOOR2 1/4" = 1'-0" 210
SCALE:
RESTROOM ELEVATION - SECOND FLOOR3 1/4" = 1'-0" 211
SCALE:
RESTROOM ENLARGED PLAN - SECOND FLOOR4 1/4" = 1'-0" SCALE:
RESTROOM ELEVATION - SECOND FLOOR5 1/4" = 1'-0" 230
SCALE:
RESTROOM ENLARGED PLAN - SECOND FLOOR6 1/4" = 1'-0" SCALE:
RESTROOM ELEVATION - SECOND FLOOR7 1/4" = 1'-0" 247
3
D
D
3
8'-0"6"
1'-0" 6'-6"
7'-8
"9'
-6"
4"1'
-6"
3'-8
"
7" 11"
1'-1
0"3'
-8"
1'-6
"
8'-0"
6"
1'-0" 1'-0"
2'-0" 1'-0" 2'-4" 2'-2"
9'-6
"7'
-8"
4"7'
-4"
℄
℄
℄℄
℄℄
℄℄
℄ ℄
7'-4"4"
1'-0" 1'-0"
9'-1
"
9'-1
"
11"
1'-6
"3'
-7"
1'-6
"
7'-4"
4"
1'-6" 2'-0"
℄
℄ ℄2'-6" 1'-0"
℄℄
℄
10'-2"
2'-0" 1'-4" 2'-6" 1'-0" 2'-0" 1'-4"
8'-1
0"8"
2'-6
"5'
-8"
10'-2"
6"1'-0" 1'-0" 1'-4"
8'-1
0"
8"
5'-1
"1'
-6"
℄ ℄ ℄
℄
℄℄
℄
RESTROOM210
RESTROOM211
RESTROOM230
RESTROOM247
2A4.3
A
BC
D
3A4.3
A
BC
D
5A4.3
A
BC
D
7A4.3
A
BC
D
HC
6
CBA D SOUTHEASTNORTHWEST
HC
6
CBA D SOUTHEASTNORTHWEST
HC
6
CBA D SOUTHEASTNORTHWEST
HC
6
CBA D SOUTHEASTNORTHWEST
1
25
1
1
1
1
1
1
1
1
6"4'
-0"
PE
R R
CP
6"4'
-0"
PE
R R
CP
6"4'
-0"
PE
R R
CP
6"4'
-0"
PE
R R
CP
24
2 4
24
24
24
24
24
2 4
2
4
2 4
2 4
5
5
5
5
5
5
5
5
6
6
6
6
717
7
17 7
7
177
717
7
7
17
7
717
717
8
8
8
88
8
8
9
3
39
11
11
11
11
11
11
11
11
12
12
12 12
12
1212
12 12
1212
12HC
HC
HC
HC
13
15
14
13
15
14
13
15
14
13
15
14
21 22 (H)
21 22 (H)
2122(H)
2122(H)
2122 (H)
2122 (H)
2122 (H)
2122 (H)
2122 (H)
24
24
24
24
24
24
24
24
25
25
25
3A4.4
3A4.4
3A4.4
3A4.4
1'-6
"1"
1'-6
"1"
5'-6"
5'-0"
1'-6
"1"
1'-6
"
1"
6'-4"
13
15
14
13
15
14
A4.4
CORVALLIS, OREGON 97330
BENTON COUNTYHEALTH CLINIC
SHEET
DRAWN
REVISIONS
JOB NO.
DATE
2016.0030
DEC. 18, 2017
In the event conflicts are discovered between theoriginal signed and sealed documents prepared bythe Architects and/or their Consultants, and anycopy of the documents transmitted by mail, fax,electronically or otherwise, the original signed andsealed documents shall govern.
530 NW 27TH STREET
AC+Co ARCHITECTURE | COMMUNITY
CONSTRUCTION DOCUMENTS
NOT FOR CONSTRUCTIONMONTH DAY, YEAR
PLAN NOTES:
6
11
13
12
9
10
8
7
1
5
4
3
2
OFCI PAPER TOWEL DISPENSER
OFCI TOILET PAPER HOLDER
OFCI SANITARY NAPKIN DISPOSAL
OFCI SOAP DISPENSER
OFCI MIRROR
ONE PIECE GRAB BAR, (E) DESIGNATES EXISTING TO REMAIN
OFCI TOILET SEAT COVER DISPENSER
LAVATORY, WALL HUNG OR COUNTERTOP AS SHOWN, (E) DESIGNATESEXISTING TO REMAIN, REFER TO PLUMBING DRAWINGSWATER CLOSET, HANDICAP ACCESSIBLE AS INDICATED (HC) , FLOOR MOUNTEDOR WALL HUNG AS SHOWN, (E) DESIGNATES EXISTING TO REMAIN, REFER TOPLUMBING DRAWINGS
15
16
14
OFCI SANITARY NAPKIN DISPENSER
17 NEW VERTICAL GRAB BAR
18
19
20
WALL PROTECTION FINISH, REFER TO FINISH SCHEDULE
WALL BASE, REFER TO FINISH SCHEDULE
NEW TOWEL PIN
FOLDING SHOWER SEAT
FIBERGLASS SHOWER STALL, REFER TO PLUMBING DESIGN/BUILD DRAWINGS
HAND HELD/ADJUSTABLE SHOWER HEAD WITH VALVE, REFER TO PLUMBINGDEISIGN/BUILD DRAWINGS
PAINT, REFER TO FINISH SCHEDULE
OFCI WALL MOUNTED BABY CHANGING STATION
BRACE AS REQUIRED, REFER TO ELEVATION FOR TYPE,(S) DENOTES SURFACE, (H) DENOTES HIDDENS, REFER TO DETAILS
21 SOLID SURFACE COUNTERTOP WITH 4" BACKSPLASH AT ALL WALLS
22
FLOOR DRAIN, (E) DESIGNATES EXISTING TO REMAIN, REFER TO PLUMBING DRAWINGS
NEW SPECIMEN PASS-THRU23
DOOR AND/OR WINDOW AS OCCURS PER PLAN24
4A4.4
5A4.4
WALL LIGHT, REFER TO ELECTRICAL DRAWINGS25
EXISTING LAV AT EXISTING VANITY TO REMAIN26
GENERAL NOTES:1. REFER TO ROOM FINISH SCHEDULE IN SPECIFICATIONS FOR WALL
AND FLOORING FINISHES.FLUSH CONTROLS FOR HANDICAPPED ACCESSIBLE WATER CLOSETSHALL BE INSTALLED ON THE WIDE SIDE OF THE WATER CLOSET.
2.
MINIMUM DIMENSION TO POINT OF SERVICE FOR TOILET PAPERDISPENSER IS 1'-7". HOWEVER MOUNT AT 24" O.C. AT STANDARDWATER CLOSET AND AS HIGH AS POSSIBLE IN HANDICAP WATERCLOSET ALLOWING 2" CLEARANCE AT UNDERSIDE OF GRAB BAR
3.
REFER TO DETAIL 1/A4.0 FOR TYPICAL MOUNTING HEIGHTS ANDDIMENSIONS FOR TOILET ACCESSORIES AND FIXTURES.
4.
ALL EXPOSED HOT WATER AND WASTE LINES TO BE INSULATED.5.
(RESTROOM PLAN DNA ELEVATION ONLY)
2'-0"U.O.N.
41 2"
SCALE:
SOLID SURFACE COUNTER SECTION3 1 1/2" = 1'-0" 1630-A4.4-03
3CM SOLID SURFACE COUNTERTOPWITH EASED EDGE AT APRON
SINK, REFER TO PLUMBING DRAWINGS
4"
TUBE STEEL BRACE PERSPACING AS REQUIREDPER LENGTH OF COUNTERTOP
4A4.4
3CM SOLIDSURFACEBACKSPLASH
2'-1
0"
2"x2"x316" T.S. W/ (4) 3 8"DIA. MB
TO 20 GA STUDS EACH SIDE
SCALE:
SUPPORT BRACE - HIDDEN4 N.T.S. 1630-A4.4-04
PLAN
2'-1
0"3'
-6"
NOTE:SPACING AS REQUIRED FORLENGTH OF COUNTERTOP
2"
18" AT 24" DEEP
24" AT 30" DEEP
112"x .065 WALL THICKNESS (15 GA.) STEEL TUBE
(PROVIDE END CAP)
SCALE:
SUPPORT BRACKET5 N.T.S. 1630-A4.4-05
18"
6"11
2"x 14" WELDEDGUSSET AT 45°
2x2 CONTINUOUS BLOCKING
1 12"
SCALE:
RESTROOM ENLARGED PLAN - SECOND FLOOR1 1/4" = 1'-0" SCALE:
RESTROOM ELEVATION - SECOND FLOOR2 1/4" = 1'-0" 272 273 SIM, OPP
RESTROOM272
RESTROOM273
℄℄
℄℄
℄℄
℄ ℄
℄ ℄
5'-1" 5'-7"
4" 1'-9" 1'-0" 2'-0" 8" 2'-0" 1'-0" 1'-11"
4'-1
0"
1'-6
"1'
-4"
10"
1'-2
"
5'-1" 5'-7"
4" 3'-9" 1'-0" 8" 1'-0" 3'-11"
4'-1
0"
1'-2
"10
"1'
-4"
1'-6
"
2A4.4
A
BC
D 2A4.4
OPP
A
DC
B
A WEST2 4 12
13
14
15
B NORTH
24
5
6
12
25
11
13
15
14
24
1
11
C EAST
14
15
1313
15
D SOUTH
8
14
PE
R R
CP
4'-0
"6"
A272 A273( SIM, OPP)
A5.0
CORVALLIS, OREGON 97330
BENTON COUNTYHEALTH CLINIC
SHEET
DRAWN
REVISIONS
JOB NO.
DATE
2016.0030
DEC. 18, 2017
In the event conflicts are discovered between theoriginal signed and sealed documents prepared bythe Architects and/or their Consultants, and anycopy of the documents transmitted by mail, fax,electronically or otherwise, the original signed andsealed documents shall govern.
530 NW 27TH STREET
CONSTRUCTION DOCUMENTS
NOT FOR CONSTRUCTIONMONTH DAY, YEAR
SCALE:
CASEWORK ELEVATION - LAB1 1/4" = 1'-0" 123
KNEESPACE
SCALE:
CASEWORK ELEVATION - PHLEBOTOMY2 1/4" = 1'-0"
2'-5
"
3'-0" 3'-0"
KNEESPACE
1'-6" 3'-8" 3'-0" 1'-0"
2'-1
0"1'
-10"
2'-6
"
128
MICRO
2'-5
"
COMP.
AUTOCLAVE
3'-4
"
W/EYEWASH
22'-8"
1'-4
"
6'-0"
PHLEBOTOMYCHAIR,N.I.C.
PHLEBOTOMYTABLE,N.I.C.
SCALE:
CASEWORK ELEVATION - TYPICAL EXAM3 1/4" = 1'-0"
SCALE:
CASEWORK ELEVATION - PHARMACY4 1/4" = 1'-0" 123
2'-1
0"
3'-0" 2'-6"CLR.
1'-1
0"2'
-6"
2'-6"3'-0"
SCALE:
CASEWORK ELEVATION - ELIGIBILITY7 1/4" = 1'-0" 123
SCALE:
CASEWORK ELEVATION - NURSE STATION10 1/4" = 1'-0"
3'-0"
2'-9"
1'-0"6'-0"
3'-4
"1'
-4"
2'-6
"
2'-1"
3'-0"3'-0"3'-0" 2'-8"
2'-0"
2'-0"
KNEESPACE2'
-5" KNEE
SPACEKNEESPACE
FILE FILEFILE
FILE
FILE
FILE
FILE
FILE
FILE
OPENTHRU
OPENTHRU OPEN
THRU
FILE
FILE
FILEFILE FILE
FILE
FILE
FILE
FILE
3'-0" 3'-0"
FILEFILE
FILE
4'-8"
2'-5
"
REF.N.I.C.,24.5Wx70.5Hx24.5D
U/C FREEZ.N.I.C.,24Wx33.5Hx26.75D
OPENTHRU
OPENTHRU
OPENTHRU
2'-1
0"
3'-4
"
PULL OUTSLIDINGPRINTER SHELF
KNEESPACE
2'-2"
1'-3"
2'-1
0"
3'-0"3'-0"3'-0"2'-0"
7.5" DEEP ADJ. SHELVESON 1.5" CENTERS
7'-0
"
7.5" DEEP ADJ. SHELVESON 1.5" CENTERSFASTEN TO WALL FORSTABILITY
7.5" DEEP ADJ. SHELVESON 1.5" CENTERSFASTEN TO WALL FORSTABILITY
3'-4
"
REF.,N.I.C.32.5 Hx19.4Dx18.5W PULL OUT
SLIDINGPRINTER SHELF
KNEESPACE
KNEESPACE 4'
-2"
3'-6" 2'-0" 2'-0" 2'-0" 3'-6"
VIAL DRAWERS
2'-1
0"
3'-0"2'-6"CLR.
1'-1
0"2'
-6"
2'-6" 3'-0"
2'-0"
2'-0"
KNEESPACE 2'
-10"
2'-8" 2'-6"CLR.
1'-1
0"2'
-6"
2'-6"2'-8"
2'-0"
2'-0"
KNEESPACE
A B C 1'-4"
1'-4"
A B D
KNEESPACE
1'-4" 1'-4" 1'-4" 1'-4" 1'-4" 1'-4" 1'-4" 1'-4"4'-7"1'-4" 3'-5" 1'-4" 1'-4" 1'-4" 3'-1" 1'-4"
OPENTHRU
OPENTHRUOPEN
THRU
6'-2"4"5'-11"6'-0"
PRIVACYPANEL PRIVACY
PANELPRIVACYPANEL2'
-5"
SCALE:
CASEWORK ELEVATION - ELIGIBILITY, FRONT VIEW9 1/4" = 1'-0"
1'-6"
OPENTHRU
OPENTHRU
OPENTHRU
3'-4
"
SCALE:
CASEWORK ELEVATION - PHARM CLINICAL8 1/4" = 1'-0"
3'-2"
2'-5
"
3'-0" 3'-0"
2'-5
"
2'-1" 3'-0"
7'-2
"
9'-0"
3'-0"
3'-0"
6'-11"
KNEESPACE
2'-1"A B
154
FILE
4'-1"
KNEESPACE
SCALE:
CASEWORK ELEVATION - PHARM OFFICE6 1/4" = 1'-0"
FILE
KNEESPACE
5'-5"
4'-1"
SCALE:
CASEWORK ELEVATION - PHARM OFFICE5 1/4" = 1'-0"
4" 5'-6"
3'-4
"
SCALE:
CASEWORK ELEVATION - PHARMACY CONT.4 1/4" = 1'-0"
4
12
13
33
152
3
3'-4"
KNEESPACE
2'-11"
4'-2
"
13'-0"
1414
14
-A5.0
-A5.0
A B
6
C
F G
-A5.0
FILE
E
H
KNEESPACE
4'-2" 4"
I
-A5.0
FILE
KNEESPACE
OPENTHRU
4'-6"
3
2'-5
"2'
-2"
12 INCH HIGH LIP ONEDGE
12 INCH HIGH LIP ONEDGE
4
2'-1
0"
7'-10" 2'-0" 5'-0"
KNEESPACE
KNEESPACE
PRINT.NIC
PRINT.NIC
814" 3'-33
4" 3'-334" 81
4"
OPENTHRU
3'-1"
19" DEEPPRIVACYSCREEN
13" DEEPPRIVACYSCREEN
A B
7'-0
"
712" 2'-113
4" 1'-412" 2'-101
2" 1'-412" 3'-1"
3'-0" 1'-8" 3'-0" 1'-6" 3'-0" 3'-0" 3'-0" 3'-0"
44
REFERENCE NOTES:
6
11
13
12
9
10
8
7
1
5
4
3
2
ADJUSTABLE SHELF, TYP.
SINK, REFER TO PLUMBING DRAWINGS
4" BACKSPLASH, WRAP AT CORNERS, COLUMNS AND END WALLS, TYP.
GYPSUM BOARD, PAINT
BASE AS SCHEDULED
COLUMN, GYPSUM BOARD/PAINT
FILE DRAWER
14
REFRIGERATOR, N.I.C.
12" DEEP PLASTIC LAMINATE UPPER CABINET, PROVIDEFINISHED ENDS AT ALL EXPOSED SIDES
PLASTIC LAMINATE COUNTER TOP
COPIER, N.I.C.
WATER FILLER STATION, REFER TO PLUMBING DRAWINGS
OUTLINE OF PARTIAL HT WALL BEYOND
PLASTIC LAMINATE END PANEL
15 PLASTIC LAMINATE BACK PANEL, FULL WIDTH OF WINDOW
16 PAPER TOWEL DISPENSER, O.P.C.I.
17 SOAP DISPENSER, O.P.C.I.
18 BRACE PER SPECIFICATIONS
19 CORNER GUARD PER SPECIFICATIONS
20 EXISTING DOOR PER PLANS
21 24" DEEP PLASTIC LAMINATE COUNTER WITHBACKSPLASH,RETURN AT SIDE WALLS.
22 24" DEEP PLASTIC LAMINATE STORAGE WITH ADJUSTABLESHELVES, TYP.
23 COMMERCIAL COFFEE MAKER, O.P.C.I., REFER TO PLUMBING,ELECTRICAL DRAWINGS
24 COMMERCIAL MICROWAVE, O.P.C.I., REFER TO ELECTRICALDRAWINGS
25 18" DEEP PLASTIC LAMINATE MICROWAVE SHELF. RADIUS ATEACH CORNER
26 FULL HEIGHT SOLID SURFACE TYPE 2 BACKSPLASH
26
27 WINDOW PER PLAN
2727
27
2727
3'-4
"1'
-0"
3"
2'-0"
4'-7
"
4
11 1
11
1
-A5.2
28 AUTOCLAVE, N.I.C., REFER TO ELECTRICAL DRAWINGS
1 1 1
11
22 2
29 DIGITALLY PRINTED PROTECTIVE WALLCOVERING
30 LOCK, TYP.
31 SOLID SURFACE (TYPE 1) TRANSACTION COUNTER
4'-9
"
1
22
2 2
2 2
3'-0"1'-6"3'-0"1'-10"
27 27
3'-3" 1'-4"
313131
10
1 11 1 1 1
2'-5
"
2'-5
"
2'-0" 2'-0"
11
27
-A5.0
2'-5
"
2'-1
0"
2
2
22
1'-11"
19
1617161716171617
A5.1
CORVALLIS, OREGON 97330
BENTON COUNTYHEALTH CLINIC
SHEET
DRAWN
REVISIONS
JOB NO.
DATE
2016.0030
DEC. 18, 2017
In the event conflicts are discovered between theoriginal signed and sealed documents prepared bythe Architects and/or their Consultants, and anycopy of the documents transmitted by mail, fax,electronically or otherwise, the original signed andsealed documents shall govern.
530 NW 27TH STREET
CONSTRUCTION DOCUMENTS
NOT FOR CONSTRUCTIONMONTH DAY, YEAR
SCALE:
CASEWORK ELEVATION - RECEPTION6 1/4" = 1'-0"
FILE
FILE
FILE
7'-2"
KNEESPACE
FILE
KNEESPACE
2'-5
" 3'-6
"
2'-5
"
2'-1
0"
5'-1"
3'-9"2'-0"
243
1'-4"1'-4" 1'-4"
3'-0"2'-10"
2'-1
0"
SCALE:
CASEWORK ELEVATION - CORRIDOR 1 1/4" = 1'-0"
SCALE:
CASEWORK ELEVATION - EXAM 2 1/4" = 1'-0"
2'-1
0"
3'-0"2'-6"CLR.
1'-1
0"2'
-6"
2'-6"
2'-0"
2'-0"
KNEESPACE
1'-2"
8'-8"
2'-1
0"
2'-1
0"
3'-0"2'-6"CLR.
1'-1
0"2'
-6"
2'-6"
2'-0"
2'-0"
KNEESPACE
1'-6"
9'-0"
2'-1
0"
7'-2
"
3'-4"
10'-0"3 EQUAL UNITS, 18" D.
3'-4" 3'-4"
SCALE:
CASEWORK ELEVATION - LACTATION5 1/4" = 1'-0"
SCALE:
CASEWORK ELEVATION - EXAM 3 1/4" = 1'-0"
2'-1
0"
1'-6" 3'-11"
7'-11"
3'-0"
SCALE:
CASEWORK ELEVATION - EXAM 4 1/4" = 1'-0"
2'-6"CLR.
2'-6"
KNEESPACE
2'-5"
1'-1
0"2'
-6"
SCALE:
CASEWORK ELEVATION - SUPPLY7 1/4" = 1'-0"
2'-1
0"
2'-2"
1'-1
0"2'
-6"
4'-8"
2'-0"
2'-0"
6'-8"
2'-6"
SCALE:
CASEWORK ELEVATION - DENTAL RECEPT.8 1/4" = 1'-0" 265
2'-1
0"4'
-2"
3'-0" 1'-6"1'-6"
FIXEDFIXED
134100
105102107108
SCALE:
CASEWORK ELEVATION - DIRTY9 1/4" = 1'-0" 167
3'-0" 3'-2"CLR.
3'-0"
KNEESPACE
3'-2"
6'-2"
2'-1
0" 3'-6
"
3'-0"3'-0"3'-0"3'-0"3'-0"3'-0"3'-0"3'-0"
OPENTHRU
OPENTHRU
SCALE:
CASEWORK ELEVATION - WAIT11 1/4" = 1'-0" 141
OPENTHRU
6'-10"
OPENTHRU
3'-0" 11'-1"6"
3'-6
"
4'-5"
SCALE:
CASEWORK ELEVATION - COPY10 1/4" = 1'-0"
7'-2
"
2'-1
0"
COUNTERPRINTER,N.I.C.
3'-0"
SCALE:
CASEWORK ELEVATION - WAIT12 1/4" = 1'-0" SCALE:
CASEWORK ELEVATION - BILLING13 1/4" = 1'-0"
2'-1
0"
OPENTHRU
OPENTHRU
FILEFILE
FILE
6'-6"
KNEESPACE
OBSCUREGLASS
OBSCUREGLASS
SCALE:
CASEWORK ELEVATION - STAFF 14714 1/4" = 1'-0"
7'-6"6"
3'-6
"
SCALE:
CASEWORK ELEVATION 15 1/4" = 1'-0" 141
KNEESPACE
2'-0"
SCALE:
CASEWORK ELEVATION DENTAL: ALTERNATE16 1/4" = 1'-0"
1'-4"
2'-5
"
5'-2"2'-0"
8'-6"
2'-3
"2'
-6"
7'-2
"
13'-9"
2'-5
"2'
-3"
2'-6
"
7'-2
"
KNEESPACE 2'
-10"
6'-0" 2'-0"
2'-10"
1'-1
0"2'
-6"
7'-2
"
SCALE:
CASEWORK ELEVATION DENTAL LAB: ALTERNATE17 1/4" = 1'-0"
2'-1
0"
6'-0"2'-0"
1'-1
0"
7'-2
"
3'-0" 1'-11"
1'-3"1'-0" 3'-0" 1'-8"
2'-6
"
AA BB
2'-5
"
3'-10" 2'-6" 1'-0"
1'-0"CLR
1'-6"CLR
2'-10" 1'-4" 1'-0"
17A8.3
18A8.3
19A8.3
3'-8
"
REFERENCE NOTES:
6
11
13
12
9
10
8
7
1
5
4
3
2
ADJUSTABLE SHELF, TYP.
SINK, REFER TO PLUMBING DRAWINGS
4" BACKSPLASH, WRAP AT CORNERS, COLUMNS AND END WALLS, TYP.
GYPSUM BOARD, PAINT
BASE AS SCHEDULED
COLUMN, GYPSUM BOARD/PAINT
FILE DRAWER
14
REFRIGERATOR, N.I.C.
12" DEEP PLASTIC LAMINATE UPPER CABINET, PROVIDEFINISHED ENDS AT ALL EXPOSED SIDES
PLASTIC LAMINATE COUNTER TOP
COPIER, N.I.C.
WATER FILLER STATION, REFER TO PLUMBING DRAWINGS
OUTLINE OF PARTIAL HT WALL BEYOND
PLASTIC LAMINATE END PANEL
15 PLASTIC LAMINATE BACK PANEL, FULL WIDTH OF WINDOW
16 PAPER TOWEL DISPENSER, O.P.C.I.
17 SOAP DISPENSER, O.P.C.I.
18 BRACE PER SPECIFICATIONS
19 CORNER GUARD PER SPECIFICATIONS
20 EXISTING DOOR PER PLANS
21 24" DEEP PLASTIC LAMINATE COUNTER WITHBACKSPLASH,RETURN AT SIDE WALLS.
22 24" DEEP PLASTIC LAMINATE STORAGE WITH ADJUSTABLESHELVES, TYP.
23 COMMERCIAL COFFEE MAKER, O.P.C.I., REFER TO PLUMBING,ELECTRICAL DRAWINGS
24 COMMERCIAL MICROWAVE, O.P.C.I., REFER TO ELECTRICALDRAWINGS
25 18" DEEP PLASTIC LAMINATE MICROWAVE SHELF. RADIUS ATEACH CORNER
26 FULL HEIGHT SOLID SURFACE TYPE 2 BACKSPLASH
27 WINDOW PER PLAN
28 AUTOCLAVE, N.I.C., REFER TO ELECTRICAL DRAWINGS
29 DIGITALLY PRINTED PROTECTIVE WALLCOVERING
2
11
4
16 17
6
55
2
6
4
16 17
1
30 LOCK, TYP.
30
3054
16 17
2
6
1
30
1
4 530
2
2
1
30
333
3
OPENTHRU OPEN
THRU2
A B
3'-6
"
OPENTHRU2
1
31 SOLID SURFACE (TYPE 1) TRANSACTION COUNTER
31
8'-6"
3131
1 1 1C
2'-5
"
2'-1
0"
5'-1"
OPENTHRU
31
1D
4'-1
0"
2
8'-6"
A5.2
CORVALLIS, OREGON 97330
BENTON COUNTYHEALTH CLINIC
SHEET
DRAWN
REVISIONS
JOB NO.
DATE
2016.0030
DEC. 18, 2017
In the event conflicts are discovered between theoriginal signed and sealed documents prepared bythe Architects and/or their Consultants, and anycopy of the documents transmitted by mail, fax,electronically or otherwise, the original signed andsealed documents shall govern.
530 NW 27TH STREET
CONSTRUCTION DOCUMENTS
NOT FOR CONSTRUCTIONMONTH DAY, YEAR
REFERENCE NOTES:
6
11
13
12
9
10
8
7
1
5
4
3
2
ADJUSTABLE SHELF, TYP.
SINK, REFER TO PLUMBING DRAWINGS
4" BACKSPLASH, WRAP AT CORNERS, COLUMNS AND END WALLS, TYP.
GYPSUM BOARD, PAINT
BASE AS SCHEDULED
COLUMN, GYPSUM BOARD/PAINT
FILE DRAWER
14
REFRIGERATOR, N.I.C.
12" DEEP PLASTIC LAMINATE UPPER CABINET, PROVIDEFINISHED ENDS AT ALL EXPOSED SIDES
PLASTIC LAMINATE COUNTER TOP
COPIER, N.I.C.
WATER FILLER STATION, REFER TO PLUMBING DRAWINGS
OUTLINE OF PARTIAL HT WALL BEYOND
PLASTIC LAMINATE END PANEL
SCALE:
CASEWORK ELEVATION - BREAK ROOM1 1/4" = 1'-0" SCALE:
CASEWORK ELEVATION - CONFERENCE2 1/4" = 1'-0"
3'-0"
11'-6"
3'-0" 3'-0"
2
12'-6"
2'-1
0"
1
15 PLASTIC LAMINATE BACK PANEL, FULL WIDTH OF WINDOW
16 PAPER TOWEL DISPENSER, O.P.C.I.
17 SOAP DISPENSER, O.P.C.I.
18 BRACE PER SPECIFICATIONS
19 CORNER GUARD PER SPECIFICATIONS
19
001006 SCALE:
CASEWORK ELEVATION - EXIST. OFFICE3 1/4" = 1'-0" 009
A
20 EXISTING DOOR PER PLANS
20
1'-6"CLR.
7'-4"
2'-1
0"1'
-10"
2'-6
"
3'-0" 3'-0" 1'-4"
18 18
6
21 24" DEEP PLASTIC LAMINATE COUNTER WITHBACKSPLASH,RETURN AT SIDE WALLS.
21
B
22 24" DEEP PLASTIC LAMINATE STORAGE WITH ADJUSTABLESHELVES, TYP.
22
7'-2
"
13'-0"4 EQUAL UNITS
11
2
1111
4
23 COMMERCIAL COFFEE MAKER, O.P.C.I., REFER TO PLUMBING,ELECTRICAL DRAWINGS
234
24 COMMERCIAL MICROWAVE, O.P.C.I., REFER TO ELECTRICALDRAWINGS
3'-0"3'-0"3'-0"3'-0"7'-0"
2'-1
0"1'
-10"
2'-6
"
24
24
3'-0"3'-0"3'-0"3'-0"
25 18" DEEP PLASTIC LAMINATE MICROWAVE SHELF. RADIUS ATEACH CORNER
25
6
2
11
55
2
SCALE:
ELEVATION - CORRIDOR4 1/4" = 1'-0" 130
26 FULL HEIGHT SOLID SURFACE TYPE 2 BACKSPLASH
27 WINDOW PER PLAN
28 AUTOCLAVE, N.I.C., REFER TO ELECTRICAL DRAWINGS
29 DIGITALLY PRINTED PROTECTIVE WALLCOVERING
29
1
19
19
2
2
MLH
A6.0
CORVALLIS, OREGON 97330
BENTON COUNTYHEALTH CLINIC
SHEET
DRAWN
REVISIONS
JOB NO.
DATE
2016.0030
DEC. 18, 2017
In the event conflicts are discovered between theoriginal signed and sealed documents prepared bythe Architects and/or their Consultants, and anycopy of the documents transmitted by mail, fax,electronically or otherwise, the original signed andsealed documents shall govern.
530 NW 27TH STREET
AC+Co ARCHITECTURE | COMMUNITY
CONSTRUCTION DOCUMENTS
NOT FOR CONSTRUCTIONMONTH DAY, YEAR
SCALE:1BASEMENT PARTIAL REFLECTED CEILING PLAN - REMODEL (SOUTH)
1/8"=1'-0"
A
A
1
5
B C D
2
3
4
B C D
GENERAL NOTES APPLY TO ALL DRAWINGS.
DIMENSIONS ARE TO EXISTING FACE OF WALL, FACE OF NEWFRAMING, AND FACE OF EXISTING CONCRETE UNLESS NOTEDOTHERWISE.
DRAWINGS ARE DIAGRAMMATIC ONLY AND SHOULD NOT BE SCALED.NOTIFY ARCHITECT IMMEDIATELY OF ANY DISCREPANCIES ORQUESTIONABLE DIMENSIONS PRIOR TO PROCEEDING WITH AREA OFQUESTIONABLE WORK.
1.
2.
3.
GENERAL NOTES:
135'-2"
71'-6"36'-0"27'-8"
95'-7
"
46'-0
"18
'-3"
15'-6
"15
'-10"
135'-2"
27'-8" 36'-0" 71'-6"
95'-7
"
15'-1
0"15
'-6"
18'-3
"46
'-0"
1A3.2
1A3.2
MA
TCH
A6.
0
FOU
ND
ATI
ON
- N
OT
SH
OW
N
MA
TCH
A
6.0
FOU
ND
ATI
ON
- N
OT
SH
OW
N
1
5
2
3
4
3A3.2
3A3.2
1A3.6
2A3.6
1A3.6
EXISTING UTILITY TUNNEL
EXISTING UTILITY TUNNEL
EXISTINGUTILITY TUNNEL
6
62
26
EXISTINGUTILITY TUNNEL
8'-0"
8'-0" 8'-0"
8'-0"
8'-0"
6'-0"
8'-0"
SYMBOL LEGEND:
NEW 5 8" TYPE 'X' GYPSUM BOARD CEILING
NEW 1'x1' ACOUSTICAL CEILING TILEPLASTER SUBSTRATE AND ALL FURRING ANDWOOD SUPPORT FRAMING, REFER TO
NEW 2'x4' SUSPENDED ACOUSTICALCEILING TILE SYSTEM, REFER TO
EXISTING 1'x1' ACOUSTICAL CEILING TILE PLASTER SUBSTRATEAND ALL FURRING AND WOOD SUPPORT FRAMING TO REMAIN
EXISTING 2'x4' SUSPENDED ACOUSTICAL CEILING TILE SYSTEM TOREMAIN
NEW 2'x4' SUSPENDED ACOUSTICALCEILING TILE SYSTEM, REFER TO
1A6.5
2A6.5
1A6.5
2A6.5
REFERENCE NOTES: (NEW WORK)1
2
3
4
5
6
STEEL CANOPY, PAINT
SUSPENDED 5 8" TYPE 'X' GYPSUM BOARD CEILING FINISH
58" TYPE 'X' GYPSUM BOARD ATTACHED TO SOFFIT FRAMING
METAL SOFFIT PANELS
PROVIDE WINDOW SHADES AT WINDOW
OPEN TO STRUCTURE ABOVE
CAMERA, REFER TO ELECTRICAL DRAWINGS7
NEW LIGHT FIXTURES AT SUSPENDED ACOUSTICAL CEILINGSYSTEM . REFER TO ELECTRICAL DRAWINGS
NEW EXIT LIGHT FIXTURES. REFER TO ELECTRICAL DRAWINGS
EXISTING LIGHT FIXTURES TO REMAIN. REFER TO ELECTRICALDRAWINGS
EXISTING EXIT LIGHT FIXTURES TO REMAIN. REFER TO ELECTRICALDRAWINGS
(E)
NEW SURFACE MOUNTED LIGHT FIXTURES (WALL OR CEILING) .REFER TO ELECTRICAL DRAWINGS
NEW RECESSED LIGHT FIXTURES (INTERIOR AND EXTERIOR) .REFER TO ELECTRICAL DRAWINGS
NEW HVAC (EXHAUST, DIFFUSER, RETURN AIR). REFER TO HVACDRAWINGS
EXISTING HVAC (EXHAUST, DIFFUSER, RETURN AIR) TO REMAIN.REFER TO HVAC DRAWINGS
8'-0" ELEVATION OF FINISH CEILING ABOVE FINISH FLOOR, REFER TOFINISH SCHEDULE IN SPECIFICATIONS FOR ADDITIONALINFORMATION
CONFERENCEROOM
001
SHOWER003
CORR.018
CORR.011
CORR.017
CORR.005
EXSTTOILET
004
BREAK006
STAIR NO. 4094
STOR012
WORK/COPY
007
ELECT/FIRESRPINKLE
008
STOR019
ELEVATOR090
ELEV.MECH
020PHONE/I.T.
021
FACILITIESSTOR.
022
MECH/ELECT.
023
STAIR NO. 3093
CLOSET024
CONFERENCEROOM
002
EXSTOFFICE
009
EXSTSUPPLIES
010
EXSTTOILET
013
STOR014
SHOP015 SHOP
016
COL (E)
COL (E)
COL (E)COL (E) COL (E)
COL (E)
COL (E)
COL (E)
COL (E) COL (E)COL (E)
COL (E)
2
7'-11"
8'-0"
3
6
3A6.5
6
16'-9
"2'
-0"
1'-1
1"
25'-4
"
COL (E)
COL (E)
MLH
A6.1.1
A
A
1
5
B C D
2
3
4
B C D
CORVALLIS, OREGON 97330
BENTON COUNTYHEALTH CLINIC
SHEET
DRAWN
REVISIONS
JOB NO.
DATE
2016.0030
DEC. 18, 2017
In the event conflicts are discovered between theoriginal signed and sealed documents prepared bythe Architects and/or their Consultants, and anycopy of the documents transmitted by mail, fax,electronically or otherwise, the original signed andsealed documents shall govern.
530 NW 27TH STREET
AC+Co ARCHITECTURE | COMMUNITY
CONSTRUCTION DOCUMENTS
NOT FOR CONSTRUCTIONMONTH DAY, YEAR
SCALE:1FIRST PARTIAL REFELCTED CEILING PLAN - REMODEL (SOUTH)
1/8"=1'-0"
GENERAL NOTES APPLY TO ALL DRAWINGS.
DIMENSIONS ARE TO EXISTING FACE OF WALL, FACE OF NEWFRAMING, AND FACE OF EXISTING CONCRETE UNLESS NOTEDOTHERWISE.
DRAWINGS ARE DIAGRAMMATIC ONLY AND SHOULD NOT BE SCALED.NOTIFY ARCHITECT IMMEDIATELY OF ANY DISCREPANCIES ORQUESTIONABLE DIMENSIONS PRIOR TO PROCEEDING WITH AREA OFQUESTIONABLE WORK.
1.
2.
3.
GENERAL NOTES:
71'-6"36'-0"27'-8"
95'-7
"
46'-0
"18
'-3"
15'-6
"15
'-10"
135'-2"
27'-8" 36'-0" 71'-6"
95'-7
"
15'-1
0"15
'-6"
18'-3
"46
'-0"
8'-3"
8'-3"
8'-0"
8'-3"
8'-0"
8'-0"
8'-3"
8'-0"
8'-0"
8'-0"
8'-3"
8'-0"
8'-0"
8'-3"
8'-3"
8'-0"
8'-0"
8'-3"
8'-0"
8'-0"
8'-0"
8'-0"
8'-0"
8'-3"
8'-0"
8'-0"
8'-6"
8'-3"
8'-3"
8'-0"
1A3.2
1A3.2
MA
TCH
A6.
1.1
LIN
EA
6.1.
2
MA
TCH
A
6.1.
1
LIN
EA
6.1.
2
1
5
2
3
4
3A3.2
3A3.2
1A3.6
2A3.6
3A3.6
CHASE (E)
CHASE (E)
8'-0"
8'-9"
DS (N)DS (N)
DS (N)
DS (N)
DS (N)
2
2
3 2
3
2 32
3
4
RD (E)
RD (N)
1
2
2
3
2
2
2
2
2
2
5
2
3
2
3
5
RD
RD
5
4
4
RD (E)
SYMBOL LEGEND:
NEW 5 8" TYPE 'X' GYPSUM BOARD CEILING
NEW 1'x1' ACOUSTICAL CEILING TILEPLASTER SUBSTRATE AND ALL FURRING ANDWOOD SUPPORT FRAMING, REFER TO
NEW 2'x4' SUSPENDED ACOUSTICALCEILING TILE SYSTEM, REFER TO
EXISTING 1'x1' ACOUSTICAL CEILING TILE PLASTER SUBSTRATEAND ALL FURRING AND WOOD SUPPORT FRAMING TO REMAIN
EXISTING 2'x4' SUSPENDED ACOUSTICAL CEILING TILE SYSTEM TOREMAIN
NEW 2'x4' SUSPENDED ACOUSTICALCEILING TILE SYSTEM, REFER TO
1A6.5
2A6.5
1A6.5
2A6.5
REFERENCE NOTES: (NEW WORK)1
2
3
4
5
6
STEEL CANOPY, PAINT
SUSPENDED 5 8" TYPE 'X' GYPSUM BOARD CEILING FINISH
58" TYPE 'X' GYPSUM BOARD ATTACHED TO SOFFIT FRAMING
METAL SOFFIT PANELS
PROVIDE WINDOW SHADES AT WINDOW
OPEN TO STRUCTURE ABOVE
CAMERA, REFER TO ELECTRICAL DRAWINGS7
NEW LIGHT FIXTURES AT SUSPENDED ACOUSTICAL CEILINGSYSTEM . REFER TO ELECTRICAL DRAWINGS
NEW EXIT LIGHT FIXTURES. REFER TO ELECTRICAL DRAWINGS
EXISTING LIGHT FIXTURES TO REMAIN. REFER TO ELECTRICALDRAWINGS
EXISTING EXIT LIGHT FIXTURES TO REMAIN. REFER TO ELECTRICALDRAWINGS
(E)
NEW SURFACE MOUNTED LIGHT FIXTURES (WALL OR CEILING) .REFER TO ELECTRICAL DRAWINGS
NEW RECESSED LIGHT FIXTURES (INTERIOR AND EXTERIOR) .REFER TO ELECTRICAL DRAWINGS
NEW HVAC (EXHAUST, DIFFUSER, RETURN AIR). REFER TO HVACDRAWINGS
EXISTING HVAC (EXHAUST, DIFFUSER, RETURN AIR) TO REMAIN.REFER TO HVAC DRAWINGS
8'-0" ELEVATION OF FINISH CEILING ABOVE FINISH FLOOR, REFER TOFINISH SCHEDULE IN SPECIFICATIONS FOR ADDITIONALINFORMATION
EQ EQ
EQ
2'-0
"EQ
3'-0
"
EQ 2'-0" EQ
IMMUNIZATION111
EXAM121
EXAM131
EXAM132
WAIT141
WAIT146
EXAM135
EXAM137
DIRTY114
EXAM136
CLINICAL117
EXAM133
CLINICAL118
STAFF120
NURSEPREP138
SUPPLY134
VEST.145
TRIAGE149
OFFICE122
LAB/BLOODDRAW
123
PHLEB128
ENTRYVESTIBULE
125
STAIR NO. 3093RESTROOM
124
ELIGIBLITY144
JANITOR126
PROVIDEROFFICE
119
RESTROOM115
RESTROOM112
RESTROOM109 RESTROOM
110
MED. RECORDSCLERK
155
PHARMACY150
STAIR NO. 4194
RECEPTION140
ELEVATOR090
STAIR NO. 2192
RESTROOM142
WICEXAM
102
WICEXAM
107
WICEXAM
105
MC NURSES106
LACT.100
RECEPT.103
STAIR NO. 2092
WAIT104
CORRIDOR156
CORRIDOR130
CORRIDOR116
CORRIDOR113
CORRIDOR108
HALL101
WAIT127
STAFF147
CRISIS/MTG129
PHARMCLINICAL
154
PHARMOFFICE
152
HALL153
PHARMPACKING
151
STAIR NO. 4094
CORRIDOR148
WEIGH-IN139
HALL143
STOR172
STOR173
CORRIDOR166
CORRIDOR188
CLINICAL187
NEGPRESSURE
EXAM157
EXAM171
7'-2"
7'-2"
8'-0"
11A8.2
11A8.2
11A8.2
7
7
8'-3"
3
7
COL COL
COL COL
COL (E)
COL (E)
COL (E)
COL (E)
COL (E)
COL (E)
COL (E)
COL (E)
COL (E)
COL (E)COL (E)
RD(E)
COL
COL
COL COL COL COL COL
COL COL COL
COL
COLCOL
COLCOLCOLCOLCOLCOL
COL
COL
COL
COL
COL COLCOL
COL COL
COL (E)
COL (E)
COLCOL
COL
COL
10A8.3
COL
COL
5'-10" 2'-0"
6" 1'-6
"
1'-0"TYP
1'-0"
1'-0"
1'-0
"
1'-1
0"
1'-3"
1'-0"
8'-0
"
1'-4
"
1'-0
"
4"
COL
COL
8'-0"
8'-9"
MLH
A6.1.2E
1
5
D E
2
3
4
D
CORVALLIS, OREGON 97330
BENTON COUNTYHEALTH CLINIC
SHEET
DRAWN
REVISIONS
JOB NO.
DATE
2016.0030
DEC. 18, 2017
In the event conflicts are discovered between theoriginal signed and sealed documents prepared bythe Architects and/or their Consultants, and anycopy of the documents transmitted by mail, fax,electronically or otherwise, the original signed andsealed documents shall govern.
530 NW 27TH STREET
AC+Co ARCHITECTURE | COMMUNITY
CONSTRUCTION DOCUMENTS
NOT FOR CONSTRUCTIONMONTH DAY, YEAR
SCALE:1FIRST PARTIAL REFELCTED CEILING PLAN - REMODEL (NORTH)
1/8"=1'-0"
GENERAL NOTES APPLY TO ALL DRAWINGS.
DIMENSIONS ARE TO EXISTING FACE OF WALL, FACE OF NEWFRAMING, AND FACE OF EXISTING CONCRETE UNLESS NOTEDOTHERWISE.
DRAWINGS ARE DIAGRAMMATIC ONLY AND SHOULD NOT BE SCALED.NOTIFY ARCHITECT IMMEDIATELY OF ANY DISCREPANCIES ORQUESTIONABLE DIMENSIONS PRIOR TO PROCEEDING WITH AREA OFQUESTIONABLE WORK.
1.
2.
3.
GENERAL NOTES:
74'-0"
95'-7
"
46'-0
"18
'-3"
15'-6
"15
'-10"
74'-0"
95'-7
"
15'-1
0"15
'-6"
18'-3
"46
'-0"
(E)(E)
(E)
8'-6"8'-0"
8'-0"
EXST
EXST
EXST
1
5
2
3
4
MA
TCH
A6.
1.1
LIN
EA
6.1.
2
MA
TCH
A
6.1.
1
LIN
EA
6.1.
2
2A3.2
2A3.2
3A3.2
3A3.2
DS (N)DS (N)DS (N)
DS (N)DS (N)
DS (N)DS (N)
5 5
5
22
1
SYMBOL LEGEND:
NEW 5 8" TYPE 'X' GYPSUM BOARD CEILING
NEW 1'x1' ACOUSTICAL CEILING TILEPLASTER SUBSTRATE AND ALL FURRING ANDWOOD SUPPORT FRAMING, REFER TO
NEW 2'x4' SUSPENDED ACOUSTICALCEILING TILE SYSTEM, REFER TO
EXISTING 1'x1' ACOUSTICAL CEILING TILE PLASTER SUBSTRATEAND ALL FURRING AND WOOD SUPPORT FRAMING TO REMAIN
EXISTING 2'x4' SUSPENDED ACOUSTICAL CEILING TILE SYSTEM TOREMAIN
NEW 2'x4' SUSPENDED ACOUSTICALCEILING TILE SYSTEM, REFER TO
1A6.5
2A6.5
1A6.5
2A6.5
REFERENCE NOTES: (NEW WORK)1
2
3
4
5
6
STEEL CANOPY, PAINT
SUSPENDED 5 8" TYPE 'X' GYPSUM BOARD CEILING FINISH
58" TYPE 'X' GYPSUM BOARD ATTACHED TO SOFFIT FRAMING
METAL SOFFIT PANELS
PROVIDE WINDOW SHADES AT WINDOW
OPEN TO STRUCTURE ABOVE
CAMERA, REFER TO ELECTRICAL DRAWINGS7
NEW LIGHT FIXTURES AT SUSPENDED ACOUSTICAL CEILINGSYSTEM . REFER TO ELECTRICAL DRAWINGS
NEW EXIT LIGHT FIXTURES. REFER TO ELECTRICAL DRAWINGS
EXISTING LIGHT FIXTURES TO REMAIN. REFER TO ELECTRICALDRAWINGS
EXISTING EXIT LIGHT FIXTURES TO REMAIN. REFER TO ELECTRICALDRAWINGS
(E)
NEW SURFACE MOUNTED LIGHT FIXTURES (WALL OR CEILING) .REFER TO ELECTRICAL DRAWINGS
NEW RECESSED LIGHT FIXTURES (INTERIOR AND EXTERIOR) .REFER TO ELECTRICAL DRAWINGS
NEW HVAC (EXHAUST, DIFFUSER, RETURN AIR). REFER TO HVACDRAWINGS
EXISTING HVAC (EXHAUST, DIFFUSER, RETURN AIR) TO REMAIN.REFER TO HVAC DRAWINGS
8'-0" ELEVATION OF FINISH CEILING ABOVE FINISH FLOOR, REFER TOFINISH SCHEDULE IN SPECIFICATIONS FOR ADDITIONALINFORMATION
RESTROOM160
RESTROOM161
STOR172
STOR173
OFFICE174
RESTROOM176
EXAM177
EXAM178
OFFICE175
AOD179
CORRIDOR166
CORRIDOR188
VEST180
AOD181A
OFFICE182
EXAM183
EXAM184
EXAM185
EXAM186
CLINICAL187
STAIR NO. 1191
CLOSET189B
CLOSET189A
NEGPRESSURE
EXAM157
CLINICAL158
EXAM159 EXAM
162
STAFF164
PROVIDEROFFICE
165
CLINICAL168
EXAM170
EXAM171 PROCEDURE
169DIRTY
167
CLOSET181B
HALL163
ELIGIBLITY144
RESTROOM142
STAIR NO. 2092
HALL143
ENTRYVESTIBULE
125
DS (N)DS (N)
4
1A3.7
2A3.7
MLH
A6.2.1
CORVALLIS, OREGON 97330
BENTON COUNTYHEALTH CLINIC
SHEET
DRAWN
REVISIONS
JOB NO.
DATE
2016.0030
DEC. 18, 2017
In the event conflicts are discovered between theoriginal signed and sealed documents prepared bythe Architects and/or their Consultants, and anycopy of the documents transmitted by mail, fax,electronically or otherwise, the original signed andsealed documents shall govern.
530 NW 27TH STREET
AC+Co ARCHITECTURE | COMMUNITY
CONSTRUCTION DOCUMENTS
NOT FOR CONSTRUCTIONMONTH DAY, YEAR
SCALE:1SECOND PARTIAL REFLECTED CEILING PLAN - REMODEL (SOUTH)
1/8"=1'-0"
A
A
1
5
B C D
2
3
4
B C D
GENERAL NOTES APPLY TO ALL DRAWINGS.
DIMENSIONS ARE TO EXISTING FACE OF WALL, FACE OF NEWFRAMING, AND FACE OF EXISTING CONCRETE UNLESS NOTEDOTHERWISE.
DRAWINGS ARE DIAGRAMMATIC ONLY AND SHOULD NOT BE SCALED.NOTIFY ARCHITECT IMMEDIATELY OF ANY DISCREPANCIES ORQUESTIONABLE DIMENSIONS PRIOR TO PROCEEDING WITH AREA OFQUESTIONABLE WORK.
1.
2.
3.
GENERAL NOTES:
135'-2"
71'-6"36'-0"27'-8"
95'-7
"
46'-0
"18
'-3"
15'-6
"15
'-10"
71'-6"36'-0"27'-8"
95'-7
"
15'-1
0"15
'-6"
18'-3
"46
'-0"
8'-0"7'-8"
8'-0"8'-0"
8'-0"
7'-6"
8'-0"
8'-0" 8'-0"
8'-0"
8'-0"
8'-0"
8'-0"
7'-8"
8'-0"
7'-8"
8'-0"
CHASE (E)
ADD ALT. NO. 1REFER TO SHEETA6.4
1A3.2
MA
TCH
A6.
2.1
LIN
EA
6.2.
2
MA
TCH
A
6.2.
1
LIN
EA
6.2.
2
1A3.2
1
5
2
3
4
135'-2"
3A3.2
3A3.2
1A3.6
2A3.6
1A3.6
CHASE (E)
CHASE (N)
SYMBOL LEGEND:
NEW 5 8" TYPE 'X' GYPSUM BOARD CEILING
NEW 1'x1' ACOUSTICAL CEILING TILEPLASTER SUBSTRATE AND ALL FURRING ANDWOOD SUPPORT FRAMING, REFER TO
NEW 2'x4' SUSPENDED ACOUSTICALCEILING TILE SYSTEM, REFER TO
EXISTING 1'x1' ACOUSTICAL CEILING TILE PLASTER SUBSTRATEAND ALL FURRING AND WOOD SUPPORT FRAMING TO REMAIN
EXISTING 2'x4' SUSPENDED ACOUSTICAL CEILING TILE SYSTEM TOREMAIN
NEW 2'x4' SUSPENDED ACOUSTICALCEILING TILE SYSTEM, REFER TO
1A6.5
2A6.5
1A6.5
2A6.5
REFERENCE NOTES: (NEW WORK)1
2
3
4
5
6
STEEL CANOPY, PAINT
SUSPENDED 5 8" TYPE 'X' GYPSUM BOARD CEILING FINISH
58" TYPE 'X' GYPSUM BOARD ATTACHED TO SOFFIT FRAMING
METAL SOFFIT PANELS
PROVIDE WINDOW SHADES AT WINDOW
OPEN TO STRUCTURE ABOVE
CAMERA, REFER TO ELECTRICAL DRAWINGS7
2
23
2 3
2
3
2
2
DS (N) DS (N)
DS (N)
DS (N)
DS (N)
RD (E)
2
RD (N) DS (N)
COL (E)COL (E)
DS (N)
COL (E)
COL (E)
COL (E)
RD (E)
COL (E) COL (E)
COL (E)
COL (E)COL (E)
COL (E) COL (E) COL (E) COL (E)
COL (E)
COL (E)
RD (E)
NEW LIGHT FIXTURES AT SUSPENDED ACOUSTICAL CEILINGSYSTEM . REFER TO ELECTRICAL DRAWINGS
NEW EXIT LIGHT FIXTURES. REFER TO ELECTRICAL DRAWINGS
EXISTING LIGHT FIXTURES TO REMAIN. REFER TO ELECTRICALDRAWINGS
EXISTING EXIT LIGHT FIXTURES TO REMAIN. REFER TO ELECTRICALDRAWINGS
(E)
NEW SURFACE MOUNTED LIGHT FIXTURES (WALL OR CEILING) .REFER TO ELECTRICAL DRAWINGS
NEW RECESSED LIGHT FIXTURES (INTERIOR AND EXTERIOR) .REFER TO ELECTRICAL DRAWINGS
NEW HVAC (EXHAUST, DIFFUSER, RETURN AIR). REFER TO HVACDRAWINGS
EXISTING HVAC (EXHAUST, DIFFUSER, RETURN AIR) TO REMAIN.REFER TO HVAC DRAWINGS
8'-0" ELEVATION OF FINISH CEILING ABOVE FINISH FLOOR, REFER TOFINISH SCHEDULE IN SPECIFICATIONS FOR ADDITIONALINFORMATION
EQ EQ
EQ
EQ
EQ EQ
CLINICAL209
5CA205
OFFICE206
OFFICE203
PSYOFFICE
250
NURSESOFFICE
249
CLINICAL248
PEERS242
CONFERENCE240
OFFICE224
OFFICE225
OFFICE226
OFFICE227
OFFICE228
OFFICE231
SOSWORKROOM
252
CHILDRENSTEAM
OFFICE216
STOR.229
COFFEE / STAFF
233
GROUP/MTG213
HOUSING241
STAFFROOM
208
PSYOFFICE
251
OFFICE232
OFFICE219
OFFICE220
OFFICE218
CLINICAL238
OFFICE200
TEAMSPACE
204
OFFICE201
TAS202
BLDGUTILITY
239OFFICE
236
OFFICE237
STOR215
HALL212
RESTROOM210
RESTROOM211
CORR217
ELEV090
STAIR NO. 2192
STAIR NO. 4194
CORR253
CORR234
CORR235
STAIR NO. 4294
RESTROOM230
RESTROOM247
OFFICE221
OFFICE222
OFFICE223
GROUP/MTG214
HALL207
RECPT243
LOBBY246
WAIT244
EXSTOFFICE
260EXISTING
PROCEDURE261
EXSTMEETING
262
EXSTOFFICE
263
EXSTOFFICE
264A
EXSTRECEPTION
265
EXSTHALL266
EXSTSTOR
267
HALL245
EXSTCLST264B
EXSTCORR
280
EXSTOFFICE
270
EXSTOFFICE
285SOSA282
ADMINSUPPORT
A270
VARIES VARIES VARIES
VARIES
COL (E)
RAMP269
ROD(E)
ROD(E)
COL
COLCOL
COL (E)
COLCOL
COL
COL (E)
COL
COL
COL
COL COLCOL
COL
COLCOL
COLCOLCOLCOL
COL
COLCOL
COL COLCOL
COL
COLCOL
COL
COLCOL
7"5"
1'-0"
12'-2
"
1'-0
"
3'-6
"
1'-0
"
7'-4"
7'-6"
7'-6"
7'-6"
7'-6"7'-6"
7'-6"
7'-6" 7'-6" 7'-6" 7'-6"
7'-6"
7'-6"
7'-6"
7'-6"
8'-0"
7'-6"
7'-6"
7'-6"
COL COL
8'-0"
MLH
A6.2.2
CORVALLIS, OREGON 97330
BENTON COUNTYHEALTH CLINIC
SHEET
DRAWN
REVISIONS
JOB NO.
DATE
2016.0030
DEC. 18, 2017
In the event conflicts are discovered between theoriginal signed and sealed documents prepared bythe Architects and/or their Consultants, and anycopy of the documents transmitted by mail, fax,electronically or otherwise, the original signed andsealed documents shall govern.
530 NW 27TH STREET
AC+Co ARCHITECTURE | COMMUNITY
CONSTRUCTION DOCUMENTS
NOT FOR CONSTRUCTIONMONTH DAY, YEAR
SCALE:1SECOND PARTIAL REFLECTED CEILING PLAN - REMODEL (NORTH)
1/8"=1'-0"
E
1
5
D E
2
3
4
D
GENERAL NOTES APPLY TO ALL DRAWINGS.
DIMENSIONS ARE TO EXISTING FACE OF WALL, FACE OF NEWFRAMING, AND FACE OF EXISTING CONCRETE UNLESS NOTEDOTHERWISE.
DRAWINGS ARE DIAGRAMMATIC ONLY AND SHOULD NOT BE SCALED.NOTIFY ARCHITECT IMMEDIATELY OF ANY DISCREPANCIES ORQUESTIONABLE DIMENSIONS PRIOR TO PROCEEDING WITH AREA OFQUESTIONABLE WORK.
1.
2.
3.
GENERAL NOTES:
74'-0"
95'-7
"
46'-0
"18
'-3"
15'-6
"15
'-10"
74'-0"
95'-7
"
15'-1
0"15
'-6"
18'-3
"46
'-0"
ADD ALT. NO. 2REFER TO SHEETA6.4
MA
TCH
A6.
2.1
LIN
EA
6.2.
2
MA
TCH
A
6.2.
1
LIN
EA
6.2.
2
1
5
2
3
4
2A3.2
2A3.2
3A3.2
3A3.2
SYMBOL LEGEND:
NEW 5 8" TYPE 'X' GYPSUM BOARD CEILING
NEW 1'x1' ACOUSTICAL CEILING TILEPLASTER SUBSTRATE AND ALL FURRING ANDWOOD SUPPORT FRAMING, REFER TO
NEW 2'x4' SUSPENDED ACOUSTICALCEILING TILE SYSTEM, REFER TO
EXISTING 1'x1' ACOUSTICAL CEILING TILE PLASTER SUBSTRATEAND ALL FURRING AND WOOD SUPPORT FRAMING TO REMAIN
EXISTING 2'x4' SUSPENDED ACOUSTICAL CEILING TILE SYSTEM TOREMAIN
NEW 2'x4' SUSPENDED ACOUSTICALCEILING TILE SYSTEM, REFER TO
1A6.5
2A6.5
1A6.5
2A6.5
REFERENCE NOTES: (NEW WORK)1
2
3
4
5
6
STEEL CANOPY, PAINT
SUSPENDED 5 8" TYPE 'X' GYPSUM BOARD CEILING FINISH
58" TYPE 'X' GYPSUM BOARD ATTACHED TO SOFFIT FRAMING
METAL SOFFIT PANELS
PROVIDE WINDOW SHADES AT WINDOW
OPEN TO STRUCTURE ABOVE
CAMERA, REFER TO ELECTRICAL DRAWINGS7
NEW LIGHT FIXTURES AT SUSPENDED ACOUSTICAL CEILINGSYSTEM . REFER TO ELECTRICAL DRAWINGS
NEW EXIT LIGHT FIXTURES. REFER TO ELECTRICAL DRAWINGS
EXISTING LIGHT FIXTURES TO REMAIN. REFER TO ELECTRICALDRAWINGS
EXISTING EXIT LIGHT FIXTURES TO REMAIN. REFER TO ELECTRICALDRAWINGS
(E)
NEW SURFACE MOUNTED LIGHT FIXTURES (WALL OR CEILING) .REFER TO ELECTRICAL DRAWINGS
NEW RECESSED LIGHT FIXTURES (INTERIOR AND EXTERIOR) .REFER TO ELECTRICAL DRAWINGS
NEW HVAC (EXHAUST, DIFFUSER, RETURN AIR). REFER TO HVACDRAWINGS
EXISTING HVAC (EXHAUST, DIFFUSER, RETURN AIR) TO REMAIN.REFER TO HVAC DRAWINGS
8'-0" ELEVATION OF FINISH CEILING ABOVE FINISH FLOOR, REFER TOFINISH SCHEDULE IN SPECIFICATIONS FOR ADDITIONALINFORMATION
DS (N)
DS (N) DS (N) DS (N)
DS (N)DS (N) DS (N) DS (N)
RAMP269
EXSTCORR
280
STAIR NO. 1191
ROOFACCESS
277
EXSTHALL278
EXSTCONF275B
EXSTOFFICE
270
EXSTOFFICE
274
EXSTOFFICE
285
EXSTOFFICE
284
EXSTOFFICE
283
EXSTOFFICE
282EXST
OFFICE281 EXST
OFFICE279
EXSTSTORAGE
276EXSTSTORAGE
286
EXSTRESTROOM
273
EXSTRESTROOM
272
EXSTOFFICE
271OFFICE
275A
MLH
A6.3
CORVALLIS, OREGON 97330
BENTON COUNTYHEALTH CLINIC
SHEET
DRAWN
REVISIONS
JOB NO.
DATE
2016.0030
DEC. 18, 2017
In the event conflicts are discovered between theoriginal signed and sealed documents prepared bythe Architects and/or their Consultants, and anycopy of the documents transmitted by mail, fax,electronically or otherwise, the original signed andsealed documents shall govern.
530 NW 27TH STREET
AC+Co ARCHITECTURE | COMMUNITY
CONSTRUCTION DOCUMENTS
NOT FOR CONSTRUCTIONMONTH DAY, YEAR
SCALE:1MECHANICAL / ATTIC PLAN - REMODEL
1/8"=1'-0"
A
A
1
5
B C D
2
3
4
B C D
GENERAL NOTES APPLY TO ALL DRAWINGS.
DIMENSIONS ARE TO EXISTING FACE OF WALL, FACE OF NEWFRAMING, AND FACE OF EXISTING CONCRETE UNLESS NOTEDOTHERWISE.
DRAWINGS ARE DIAGRAMMATIC ONLY AND SHOULD NOT BE SCALED.NOTIFY ARCHITECT IMMEDIATELY OF ANY DISCREPANCIES ORQUESTIONABLE DIMENSIONS PRIOR TO PROCEEDING WITH AREA OFQUESTIONABLE WORK.
1.
2.
3.
GENERAL NOTES:
VTR (E)
135'-2"
71'-6"36'-0"27'-8"
95'-7
"
15'-1
0"15
'-6"
18'-3
"46
'-0"
135'-2"
71'-6"36'-0"27'-8"
RD (E)
(BELOW)STAIR NO. 4
294
1A3.2
PA
RTI
AL
A6.
3
N/A
PA
RTI
AL
A6.
3
N/A
1A3.2
1
5
2
3
4
3A3.2
3A3.2
95'-7
"
46'-0
"18
'-3"
15'-6
"15
'-10"
6
RD (E)
SYMBOL LEGEND:
NEW 5 8" TYPE 'X' GYPSUM BOARD CEILING
NEW 1'x1' ACOUSTICAL CEILING TILEPLASTER SUBSTRATE AND ALL FURRING ANDWOOD SUPPORT FRAMING, REFER TO
NEW 2'x4' SUSPENDED ACOUSTICALCEILING TILE SYSTEM, REFER TO
EXISTING 1'x1' ACOUSTICAL CEILING TILE PLASTER SUBSTRATEAND ALL FURRING AND WOOD SUPPORT FRAMING TO REMAIN
EXISTING 2'x4' SUSPENDED ACOUSTICAL CEILING TILE SYSTEM TOREMAIN
NEW 2'x4' SUSPENDED ACOUSTICALCEILING TILE SYSTEM, REFER TO
1A6.5
2A6.5
1A6.5
2A6.5
REFERENCE NOTES: (NEW WORK)1
2
3
4
5
6
STEEL CANOPY, PAINT
SUSPENDED 5 8" TYPE 'X' GYPSUM BOARD CEILING FINISH
58" TYPE 'X' GYPSUM BOARD ATTACHED TO SOFFIT FRAMING
METAL SOFFIT PANELS
PROVIDE WINDOW SHADES AT WINDOW
OPEN TO STRUCTURE ABOVE
CAMERA, REFER TO ELECTRICAL DRAWINGS7
NEW LIGHT FIXTURES AT SUSPENDED ACOUSTICAL CEILINGSYSTEM . REFER TO ELECTRICAL DRAWINGS
NEW EXIT LIGHT FIXTURES. REFER TO ELECTRICAL DRAWINGS
EXISTING LIGHT FIXTURES TO REMAIN. REFER TO ELECTRICALDRAWINGS
EXISTING EXIT LIGHT FIXTURES TO REMAIN. REFER TO ELECTRICALDRAWINGS
(E)
NEW SURFACE MOUNTED LIGHT FIXTURES (WALL OR CEILING) .REFER TO ELECTRICAL DRAWINGS
NEW RECESSED LIGHT FIXTURES (INTERIOR AND EXTERIOR) .REFER TO ELECTRICAL DRAWINGS
NEW HVAC (EXHAUST, DIFFUSER, RETURN AIR). REFER TO HVACDRAWINGS
EXISTING HVAC (EXHAUST, DIFFUSER, RETURN AIR) TO REMAIN.REFER TO HVAC DRAWINGS
8'-0" ELEVATION OF FINISH CEILING ABOVE FINISH FLOOR, REFER TOFINISH SCHEDULE IN SPECIFICATIONS FOR ADDITIONALINFORMATION
MECH300
MLH
A6.4
CORVALLIS, OREGON 97330
BENTON COUNTYHEALTH CLINIC
SHEET
DRAWN
REVISIONS
JOB NO.
DATE
2016.0030
DEC. 18, 2017
In the event conflicts are discovered between theoriginal signed and sealed documents prepared bythe Architects and/or their Consultants, and anycopy of the documents transmitted by mail, fax,electronically or otherwise, the original signed andsealed documents shall govern.
530 NW 27TH STREET
AC+Co ARCHITECTURE | COMMUNITY
CONSTRUCTION DOCUMENTS
NOT FOR CONSTRUCTIONMONTH DAY, YEAR
SCALE:2SECOND PARTIAL REFLECTED CEILING PLAN - REMODEL (NORTH) - ADD ALTERNATE NO. 2
1/8"=1'-0"
GENERAL NOTES APPLY TO ALL DRAWINGS.
DIMENSIONS ARE TO EXISTING FACE OF WALL, FACE OF NEWFRAMING, AND FACE OF EXISTING CONCRETE UNLESS NOTEDOTHERWISE.
DRAWINGS ARE DIAGRAMMATIC ONLY AND SHOULD NOT BE SCALED.NOTIFY ARCHITECT IMMEDIATELY OF ANY DISCREPANCIES ORQUESTIONABLE DIMENSIONS PRIOR TO PROCEEDING WITH AREA OFQUESTIONABLE WORK.
1.
2.
3.
GENERAL NOTES:
SCALE:1SECOND PARTIAL REFLECTED CEILING PLAN - REMODEL (SOUTH) - ADD ALTERNATE NO. 1
1/8"=1'-0"
D E
4
5
ED
5
4
2
3
D
2
3
D
COL (E)
COL (E)
COL (E)
COL (E)
CHASE (E)
55'-7"
7'-9
"15
'-6"
4'-6
"
4'-6
"15
'-6"
10'-2
"
55'-7"
74'-0"
46'-0
"
74'-0"
46'-0
"
SYMBOL LEGEND:
NEW 5 8" TYPE 'X' GYPSUM BOARD CEILING
NEW 1'x1' ACOUSTICAL CEILING TILEPLASTER SUBSTRATE AND ALL FURRING ANDWOOD SUPPORT FRAMING, REFER TO
NEW 2'x4' SUSPENDED ACOUSTICALCEILING TILE SYSTEM, REFER TO
EXISTING 1'x1' ACOUSTICAL CEILING TILE PLASTER SUBSTRATEAND ALL FURRING AND WOOD SUPPORT FRAMING TO REMAIN
EXISTING 2'x4' SUSPENDED ACOUSTICAL CEILING TILE SYSTEM TOREMAIN
NEW LIGHT FIXTURES AT SUSPENDED ACOUSTICAL CEILINGSYSTEM . REFER TO ELECTRICAL DRAWINGS
NEW EXIT LIGHT FIXTURES. REFER TO ELECTRICAL DRAWINGS
EXISTING LIGHT FIXTURES TO REMAIN. REFER TO ELECTRICALDRAWINGS
EXISTING EXIT LIGHT FIXTURES TO REMAIN. REFER TO ELECTRICADRAWINGS
(E)
NEW HVAC (EXHAUST, DIFFUSER, RETURN AIR). REFER TO HVACDRAWINGS
EXISTING HVAC (EXHAUST, DIFFUSER, RETURN AIR) TO REMAIN.REFER TO HVAC DRAWINGS
8'-0" ELEVATION OF FINISH CEILING ABOVE FINISH FLOOR, REFER TOFINISH SCHEDULE IN SPECIFICATIONS FOR ADDITIONALINFORMATION
NEW 2'x4' SUSPENDED ACOUSTICALCEILING TILE SYSTEM, REFER TO
NEW SURFACE MOUNTED LIGHT FIXTURES (WALL OR CEILING) .REFER TO ELECTRICAL DRAWINGS
NEW RECESSED LIGHT FIXTURES (INTERIOR AND EXTERIOR) .REFER TO ELECTRICAL DRAWINGS
1A6.5
2A6.5
1A6.5
2A6.5
REFERENCE NOTES: (NEW WORK)1
2
3
4
5
6
STEEL CANOPY, PAINT
SUSPENDED 5 8" TYPE 'X' GYPSUM BOARD CEILING FINISH
58" TYPE 'X' GYPSUM BOARD ATTACHED TO SOFFIT FRAMING
METAL SOFFIT PANELS
PROVIDE WINDOW SHADES AT WINDOW
OPEN TO STRUCTURE ABOVE
CAMERA, REFER TO ELECTRICAL DRAWINGS7
AREAINCLUDEDIN BASEBID
1AD6.2.2
AREAINCLUDEDIN BASEBID
1AD6.2.1
NOTE:ALL EXTERIOR PERIMETERWALL WORK (DEMO ANDNEW) ARE PART OF BASEBID, REFER TO SHEETAD6.2.1
NOTE:ALL EXTERIOR PERIMETERWALL WORK (DEMO ANDNEW) ARE PART OF BASEBID, REFER TO SHEETAD6.2.2
2
MA
TCH
1/A
2.5
LIN
EA
2.2.
2
MA
TCH
1/A
2.5
LIN
EA
2.2.
2
MA
TCH
A2.
2.1
LIN
E2/
A2.
5
MA
TCH
A2.
2.1
LIN
E2/
A2.
5LAB/STERILE
STORAGEA264
PROCEDUREA261
OFFICEA260
DENTALA262
RECEPTIONA265
OFFICEA263
HALLA266
CHILDRENSTEAM
OFFICE216
GROUP/MTG213
STOR215
GROUP/MTG214
WAIT244
HALL245
RAMP269
STAIR NO. 2192
SOSWORKROOM
252
PSYOFFICE
251
CORR253
RESTROOM247
2A3.2
2A3.2
1A3.2
1A3.2
COL
COL COL
COLCOL COL
COL
COL
COL
EXSTCORRA280
STAIR NO. 1191
ROOFACCESS
A277
EXSTHALLA278
OFFICEA275A
EXSTOFFICE
A270
EXSTOFFICE
A274
EXSTOFFICE
A285
EXSTOFFICE
A284
EXSTOFFICE
A283
EXSTOFFICE
A282
EXSTOFFICE
A281EXST
OFFICEA279
EXSTSTORAGE
A276EXST
STORAGEA286
EXSTRESTROOM
A273
EXSTRESTROOM
A272
EXSTOFFICE
A271
EXSTCONFA275B
3A3.2
3A3.2
MLH
A6.5
CORVALLIS, OREGON 97330
BENTON COUNTYHEALTH CLINIC
SHEET
DRAWN
REVISIONS
JOB NO.
DATE
2016.0030
DEC. 18, 2017
In the event conflicts are discovered between theoriginal signed and sealed documents prepared bythe Architects and/or their Consultants, and anycopy of the documents transmitted by mail, fax,electronically or otherwise, the original signed andsealed documents shall govern.
530 NW 27TH STREET
AC+Co ARCHITECTURE | COMMUNITY
CONSTRUCTION DOCUMENTS
NOT FOR CONSTRUCTIONMONTH DAY, YEAR
2"MAX.
2"MAX.
45°45°
45°45°
HANGER WIRE AT 4'-0"o.c. EACH WAY WITHMINIMUM (3) TIGHT TURNS WITHIN 1 \" ATBOTH ENDS OF WIRES
2" MAX. FROM BRACING WIRES TO HANGERSTYPICAL
NO. 16 GA. C.R. FURRING CHANNELCOMPRESSION TO STRUCTURE ABOVE
SPLAY BRACING IN PLANE OF EACH RUNNERVERTICAL WITH ANGLE 45^ TYPICAL WITHMINIMUM (4) TIGHT TURNS WITHIN 1\" AT BOTHENDS OF WIRE
PROVIDE BRACING AT 12'-0"o.c.MAXIMUM EACH WAY AND 4'-0" FROMWALL
SCALE:
SUSPENDEDACOUSTICAL CEILING BRACING
1 N.T.S. 1630-A6.5-01
CROSS RUNNER
(2) NO. 8 SCREWS TO MAIN TEE
MAIN RUNNER
8"
SCALE:
SUSPENDED ACOUSTICAL CEILING2 1 1/2" = 1'-0" 1630-A6.5-02
8"4'-0"MAX.
FACE OF WALL
NOTE: SEE DIAGONALCEILING BRACINGTHIS SHEET
CEILING SUPPORTRUNNERS
ACOUSTICAL PANELS
HANGER WIRESAT 4'-0" O.C.
FACE OF WALL
MAIN RUNNERSAT 4'-0" O.C.
BERC SEISMIC CLIPS
2'-0"
SCALE:3TOP OF PARTITION WALL
1" = 1'-0" 1630-A6.3-03
58" GYPSUM WALLBOARD
OVER METAL 358" STUDS
AT 24" o.c. WITH BATTINSULATION, EACH SIDE
FINISH CEILING PERSCHEDULE
PARTITION WALL, REFERTO SPECIFICATIONS
VINYL TOP SEALSTEEL GUIDE RAIL
STEEL, 4 WHEEL BALLBEARING TROLLEY BYMANUFACTURER
HANGER BRACKET BYMANUFACTURER
HANGER RODS PERSTRUCTURAL
A.F.F.8'-0"
UNISTRUT BYSTRUCTURAL
STEEL CHANNEL PERSTRUCTURAL
EXTEND FRAMING,GYPSUM ANDINSULATION, ONE SIDE
A.F.F.7'-11"
A.F.F.9'-1"
A.F.F.10'-4"
MLH
A7.0
CORVALLIS, OREGON 97330
BENTON COUNTYHEALTH CLINIC
SHEET
DRAWN
REVISIONS
JOB NO.
DATE
2016.0030
DEC. 18, 2017
In the event conflicts are discovered between theoriginal signed and sealed documents prepared bythe Architects and/or their Consultants, and anycopy of the documents transmitted by mail, fax,electronically or otherwise, the original signed andsealed documents shall govern.
530 NW 27TH STREET
AC+Co ARCHITECTURE | COMMUNITY
CONSTRUCTION DOCUMENTS
NOT FOR CONSTRUCTIONMONTH DAY, YEAR
B
B
4
3 3
4
SCALE:
NEW STAIR PLAN1 1/4"=1'-0" SCALE:
STAIR SECTION2 1/4"=1'-0"
SCALE:
STAIR NO. 3 ELEVATION8 1/4"=1'-0"
242.32' FFE0'-0" 1ST FLOOR
242.24' FFE-0'-1"
252.69' FFE10'-4 1/2" 2ND FLOOR
112"
CLR
1 12" DIA. RAIL
BRACKET - SEESPECIFICATIONS
SCALE:
HANDRAIL3 3" = 1'-0" 1630-A7.0-03
2'-1
0"A
BO
VE
STA
IR N
OS
ING
SECOND FLOOR232.69'
SCALE:5STAIR CONNECTION AT LANDING
1 1/2" = 1'-0" 1630-A7..0-05
STEEL STRINGER PERSTRUCTURAL
GA. STEEL STAIR TREAD,REFER TO SPECIFICATIONS
7"M
AX
.
112"
2"
STEEL ANGLE, REFER TOSTRUCTURAL DRAWINGS
CONTINUOUS CHANNELBETWEEN STRINGERS
NOTE: GUARDRAIL NOT SHOWNFOR CLARITY
SOLID GA. STEEL RISER,WELD TO TREAD
EXTERIOR WALK242.24'
SCALE:6STAIR CONNECTION AT SIDEWALK
1 1/2" = 1'-0" 1630-A7.0-06
STEEL STRINGER PER STRUCTURAL, PAINT
GA. STEEL STAIR TREAD, REFER TOSPECIFICATIONS
CONTINUOUS ANGLE BETWEENSTRINGERS WITH ANCHOR, REFER TOSTRUCTURAL DRAWINGS
11"
114"
7" M
AX
.
2"
NOTE: GUARDRAIL NOTSHOWN FOR CLARITY
SOLID GA. STEEL RISER, WELD TO TREAD
SCALE:
HANDRAIL/GUARDRAIL DETAIL4 3/4" = 1'-0" 1630-A7.0-04
112" DIA. VERTICALS - WELD TO STRINGER,
3'-0" o.c. MAX., PAINT
STEEL CHANNEL, REFER TO SPECIFICATIONS,PAINT
112" DIAMETER RAIL, PAINT
1" 4"M
AX
3'-1
"E
QU
AL
112" DIAMETER PIPE HANDRAIL, PAINTABOVE NOSING
2'-10"
ABOVE NOSING3'-6"
112" GAP
STEEL ANGLE PER STRUCTURAL
WAGNER BRACKET, BAR BEND (RB14025),PAINT, SPACE AT 6'-0" o.c.
112"
6" FACE OF BUILDING
SCALE:
EXISTING STAIRS NO. 37 1/4"=1'-0"
3 3
3 4
REFERENCE NOTES:1
2
3
112" STEEL PIPE HANDRAIL, REFER TO SPECIFICATIONS
112" STEEL PIPE GUARDRAIL, PAINT, REFER TO SPECIFICATIONS
4
5
6
7
8
STEEL GRATING TREAD PER SPECIFICATIONS, PAINT
9
STEEL CHANNEL STRINGER, REFER TO STRUCTURAL, PAINT
10
STEEL GRATING LANDING, PAINT
NEW HANDRAIL
CONCRETE FOOTING, REFER TO CIVIL AND STRUCTURALDRAWINGSCONCRETE SIDWALK, REFER TO CIVIL DRAWINGS
WINDOW/DOOR AS OCCURS, REFER TO FLOOR PLANS
NEW DOWNSPOUT
11 STEEL COLUMNS PER STRUCTURAL
12 PROFILE OF BUILDING FOR REFERENCE
5'-4"
4'-10"
6"CLEAR
18'-3
"7'
-3"
5'-4"
25'-6
"
2'-1
1"5'
-0"
1'-0
"M
IN.
17 T
RE
AD
S A
T 11
" EA
.=
15'-7
"1'
-0"
,MIN
.
18 R
ISE
RS
AT
7" E
A=
10'-5
1 2"3'
-6"
1'-0"
1'-0"
8"
2'-1
0"
6A7.0
7'-8"13'-9"2'-0"
5A7.0
4A7.0
4A7.0
SIM.
1
2
13 NEW STAIR FINISH, REFER TO FINISH SCHEDULE
3
4
5
7
7
8
9 9 9
10
11
12
12
DN
UP
6A7.0
5A7.0
4A7.0
4A7.0 SIM
9
9
9
9
10
12
12
2A7.0
2A7.0
4
3
11
11
11
11
3'-0"
2'-9
"12
'-8"
15'-5
"FI
ELD
VE
RIR
Y
8A7.0
SIM
AB
14 NEW AND/OR REINSTALLED WALLMOUNTED HANDRAIL, REFER TO
3A7.0
14
13
3
STAIR NO. 3093
14
13
9'-1
"F.
V.
10'-1
"F.
V.
5'-4"F.V.
10'-1"F.V.
10'-4
"8'
-0"
10"
2'-1
0"
ENTRYVESTIBULE
125STAIR NO. 3
093
15 NEW GYPSUM WALLBOARD
16 WALL BASE PER FINISH SCHEDULE
OPENBEYOND
15
15
15
16B
SSV
A8.0
CORVALLIS, OREGON 97330
BENTON COUNTYHEALTH CLINIC
SHEET
DRAWN
REVISIONS
JOB NO.
DATE
2016.0030
DEC. 18, 2017
In the event conflicts are discovered between theoriginal signed and sealed documents prepared bythe Architects and/or their Consultants, and anycopy of the documents transmitted by mail, fax,electronically or otherwise, the original signed andsealed documents shall govern.
530 NW 27TH STREET
AC+Co ARCHITECTURE | COMMUNITY
CONSTRUCTION DOCUMENTS
NOT FOR CONSTRUCTIONMONTH DAY, YEAR
GLASS TYPES:TYPE 1: SINGLE PANE,TEMPERED GLASSTYPE 2: SINGLE PANE, RESIN ACRYLIC PANELTYPE 3: DOUBLE PANE, TEMPEREDTYPE 4: DOUBLE PANE, TEMPERED, SPANDRELTYPE 5: DOUBLE PANE, BY WINDOW MANUFACTURER, FILM WHERE
SCHEDULED, REFER TO SPECIFICATIONS
HOLLOW METAL
SCALE:
DOOR TYPES1 1/4" = 1'-0" SCALE:
DOOR FRAME TYPES2 1/4" = 1'-0"
SCALE:
WINDOW FRAME TYPES3 1/4" = 1'-0"
1 2 3 4 5 6 7 8REFER TO ELEV.FOR GRADECHANGES
9 FRAMELESS SLIDINGGLASS WINDOW
90 AN
GLE
90 AN
GLE
90 AN
GLE
90 AN
GLE
7'-2
"
3'-6
"
2"
3'-4
"2"
6'-6"2"
2'-4"
2"
1'-2"
2"
2'-4"
2"6'-4"
3'-2" 3'-2"
8'-2
"
1'-8" 11'-0"
3'-8" 3'-8" 3'-8"
8'-6
"
2"7'
-10"
2"2"
2"
7'-1
0"2"
2"
5'-4"
2'-8" 2'-8"
2'-0"
8'-6
"
2"
8'-2
"2"
8'-6
"
2"
8'-2
"2"
5A8.4
5A8.4 SIM.
4A8.4 SIM
4A8.4
1A8.1
2A8.1
SCALE:
DOOR FRAME TYPES (CONT.)2 1/4" = 1'-0"
FIRST FLOOR0'-0"
SECOND FLOOR10'-4-1/2"
5'-0" 4'-0"
A B C 1 2 3 4
6'-9"
12
90 AN
GLE
7 11
4'-5"
6
4'-8"
5
4'-0"
8
HOLLOW METAL HOLLOW METAL HOLLOW METAL
HOLLOW METAL HOLLOW METAL HOLLOW METAL ALUMINUM STOREFRONT ALUMINUM STOREFRONT ALUMINUM CURTAINWALL
HOLLOW METALALUMINUM STOREFRONT
PE
R D
OO
R S
CH
ED
ULE
2"
2"
PERDOOR
SCHEDULE
2"
2"3'-0"
2"1'-6"
2"
7'-2
"
4"6'
-8"
2"
2"3'-0"
2"6"
2"
7'-2
"
4"6'
-8"
2"
2"1'-61
2"2"
3'-0"2"
1'-612"
2"
7'-2
"
4"
6'-8
"
2"
2"
3'-0"
2"
1'-2"
2"
7'-2
"
4"6'
-8"
2"
2"3'-0"
2"11"
2"
7'-2
"
4"6'
-8"
2"
D
4'-8"
9ALUMINUM STOREFRONT
5'-6"
10HOLLOW METAL
2"3'-0"
2"2'-0"
2"
7'-2
"
4"6'
-8"
2"
T.O. HEAD7'-0"
PER ELEVFIRST FLOOR
4'-0
"
6'-0"
4'-7" 1'-5"
4'-0"
℄ ℄2'-7" 1'-5"
4'-0
"
VA
RIE
S
3'-0
"
FIRST FLOOR0'-0"
SCALE:
WINDOW FRAME TYPES - CONT.3 1/4" = 1'-0"
T.O. HEAD17'-6"
3'-9
" 1
0'-4
1 2"
10 11 12
℄ ℄ ℄
4'-6" 6'-0"
3'-1" 1'-5" 4'-7" 1'-5" 2'-7" 1'-5"
3'-9
"V
AR
IES
3'-9
"V
AR
IES
13 14
3'-0
"4'
-2"
T.O. HEAD7'-0"
3'-0
"4'
-2"
4'-0"
℄ ℄
6'-0" 4'-0"
4'-7" 1'-5" 2'-7" 1'-5"
SECOND FLOOR10'-4 1/2"
PER ELEVFIRST FLOOR
PER ELEVSECOND FLOOR
3'-4
1 2"
FFE-0'-2"
FIRST FLOOR0'-0"
REFER TO ELEV.FOR GRADECHANGES
E
5'-4" 7'-4"2"
4'-10"4"4"
6'-0"2"
8"2"
7'-2
"
2"
6'-8
"4"
2"
3'-0"2" 2"
6"
2"
3'-0"
2"
1'-2"
2"
7'-2
"
2"
6'-8
"4"
7'-2
"
2"
6'-8
"4"
8'-9
"
2"
1'-5
"2"
3'-1
0"
2"
2'-8
"
4"
14'-5"
2"
1'-0"
2"
6'-0"
2"
3'-312"
2"
3'-312"
2"
22'-0"
2"
3'-8"2"
3'-8"
2"
6'-4"2"
3'-8"2"
3'-8"2"
17'-6
"
2"
3'-5
"2"
3'-4
1 2"
2"2"
3'-1
0"
2"
2'-8
"
4"
10'-6"2"
5'-0"
2"
5'-0"
2"
8'-9
"
2"
1'-5
"
2"
3'-1
0"
2"
2'-8
"
4"
1 1 1 1
1 1 1 1 3 3 1 3
3
3 3 3 3
3 3
3 3
3 3 3 3 3
3
3 3
3 3
3 3
3 3
4 4 4 4 4
FIBERGLASS FIBERGLASS
FIBERGLASS FIBERGLASS FIBERGLASS FIBERGLASS FIBERGLASS
3 3
33
3 3
2 2 25 5
5 5 5
5 5
T.O. HEAD17'-6"
2 2 2 2 2 2 2 2 2
CHECKRAIL,TYP
CHECKRAIL,TYP
CHECKRAIL,TYP
CHECKRAIL,TYP
CHECKRAIL,TYP
CHECKRAIL,TYP
CHECKRAIL,TYP
12A8.1
1'-4
1 2"1'
-8"
13A8.1
5A8.1 SIM
11A8.1
10A8.1
11A8.1
6A8.1
8A8.1
7A8.1
6A8.1
8A8.1
7A8.1
6A8.1
8A8.1
7A8.1
6A8.1
8A8.1
7A8.1
6A8.1
8A8.1
7A8.1
6A8.1
8A8.1
7A8.1
6A8.1
8A8.1
7A8.1
7A8.3
8A8.3
5A8.1
15 16
℄ ℄
6'-0"
4'-7" 1'-5" 2'-7" 1'-5"
2'-3
"V
AR
IES
2'-3
"V
AR
IES
4'-0"
FIBERGLASS FIBERGLASS
5 5
T.O. HEAD17'-6"
CHECKRAIL,TYP
CHECKRAIL,TYP
8A8.1
7A8.1
8A8.1
7A8.1
6A8.1
6A8.1
FIRST FLOOR0'-0"
SECOND FLOOR10'-4 1/2"
3A8.1
8A8.3
3A8.1
6A8.1
7A8.3
9A8.31
A8.1
2A8.1
6A8.3
11A8.3
3A8.1
6A8.3
7A8.3
3A8.1
1A8.1
15A8.1
1A8.1
13A8.3
1A8.1
2A8.1
1A8.1
2A8.3
1A8.1
2A8.3
1A8.1
2A8.3
1A8.1
2A8.3
1A8.1
2A8.3
2'-1
0"4'
-2"
3'-0"1'-6" 1'-6"
FIXED FIXED
17A8.3
18A8.3
19A8.3
7'-0
"
5A8.4
SIM.
5A8.4
4A8.4
HOLLOW METAL HOLLOW METAL HOLLOW METAL HOLLOW METAL
4A8.4
4A8.4
17 18HOLLOW METAL HOLLOW METAL
7'-2
"
3'-6
"
2"
3'-4
"2"
11'-1"2"
EQ.
2"
1'-2"
2"
EQ.
2"
1A8.1 2
A8.1
2 2 2
7'-2
"
3'-6
"
2"
3'-4
"2"
7'-0"2"
6'-8"
1A8.1
2
2A8.1
2"
MLH
A8.1
CORVALLIS, OREGON 97330
BENTON COUNTYHEALTH CLINIC
SHEET
DRAWN
REVISIONS
JOB NO.
DATE
2016.0030
DEC. 18, 2017
In the event conflicts are discovered between theoriginal signed and sealed documents prepared bythe Architects and/or their Consultants, and anycopy of the documents transmitted by mail, fax,electronically or otherwise, the original signed andsealed documents shall govern.
530 NW 27TH STREET
AC+Co ARCHITECTURE | COMMUNITY
CONSTRUCTION DOCUMENTS
NOT FOR CONSTRUCTIONMONTH DAY, YEAR
2x WOOD STUDS WITH 5 8"
GYPSUM BOARD EACH SIDE
HOLLOW METAL FRAME (GROUT SOLID)
DOOR AS PER SCHEDULE534" @ 2x4" STUDS
734" @ 2x6 STUDS
12"
434" @ 2x4 STUDS
634"@ 2x6 STUDS
12"
SCALE:
TYPICAL HOLLOW METAL HEAD1 3" = 1'-0" 1630-A81-01
4x WOOD HEADER WITH SHIM AND FURRING
4
12
6
6
2
2
GLAZING AS OCCURS WITH HOLLOW METALSTOP 2x WOOD STUDS WITH 5 8" GYPSUM BOARD
EACH SIDE
HOLLOW METAL FRAME (GROUT SOLID)
DOOR
1 2"
434"
@ 2
x4 S
TUD
S73
4" @
2x6
STU
DS
1 2"
2"
58"
534"
@ 2
x4 S
TUD
S83
4" @
2x6
STU
DS
SCALE:
TYPICAL HOLLOW METAL JAMB2 3" = 1'-0" 1630-A8.1-02
GLAZING AND STOP WHERE OCCURS
SCALE:3SILL
3" = 1'-0" 1630-A81-0.3
LINE OF WALL BEYOND
DOOR AS SCHEDULED
ALUMINUM THRESHOLD (SET INMASTIC)
1 2"
12" EXPANSION JOINT MATERIAL
WITH CONTINUOUS SELFLEVELING SEALANT
HOLLOW METAL FRAME - SEESPECIFICATION FOR GAUGES
NOTES:1 - GROUT ALL WELDED HOLLOW METAL DOOR FRAMES PRIOR
TO INSTALLATION.2 - REFER TO DOOR SCHEDULE FOR RATED DOORS WHICH
REQUIRE 3 4" STOPS.
11516
"V
AR
IES
19 16"
2"
58" SEE NOTE 2 ABOVE5
8"
DOOR AS SCHEDULED
5/8" HOLLOW METAL GLAZING STOP ASOCCURS - SEE NOTE 2 ABOVE
GLAZING IN RELITE AS OCCURS (SEESCHEDULE FOR TYPE)
SCALE:
TYPICAL HOLLOW METAL JAMB4 3" = 1'-0" 1630-A81-04
SCALE:11CURTAIN WALL JAMB
3"=1'-0" 1630-A81-11
5
7"R.O.
10"
2"
21 2"71 2"
SEALANT, TYP
STEEL COLUMNPER STRUCTURAL
EXISTING WALLTO REMAIN
NEW 5 8" GYPSUMWALLBOARD
EQ
EQ
5
7" R.O.
10"
2"21 2"
71 2"
SCALE:9EAST ENTRY PLAN DETAIL
1 1/2"=1'-0" 1630-A81-09
3'-6"
EXISTING BATT INSULATION TO REMAIN
EXISTING SHEATHING TO REMAIN
NEW 5 8" GYPSUM WALLBOARD, OVER NEWVAPOR BARRIER
EXISTING WOOD STUDS TO REMAIN
NEW WOOD WALL
NEW ROOF DRAIN PER PLAN, REFERTO PLUMBING DRAWINGS
2A3.6 11
A8.1
EQ
EQ
CANOPY CENTERED ON COLUMN
SCALE:10CURTAIN WALL SILL
3"=1'-0" 1630-A81-110
510" 2"6
A8.2
NEW CONCRETE FOUNDATIONPER STRUCTURAL
NEW PRE-FINISHEDMETAL BASEFLASHING, SET INSEALANT
NEW 5 8" GYPSUMWALLBOARD OVER NEWVAPOR BARRIER
EXISTING WOOD STUDWALL, EXISTINGSHEATHING, EXISTINGINSULATION TOREMAIN
4"
3"
HEM
SCALE:12CURTAIN WALL HEAD
3"=1'-0" 1630-A81-12
5
10" 2"
212" 71
2" 134"
14"
EXISTINGWALL,INSULATIONANDSHEATHINGTOREMAIN
NEW 5 8"GYPSUMWALLBOARDOVERVAPORBARRIER
NEW BEAM PER STRUCTURAL
PREFINISHED FLASHING
SCALE:13CURTAIN WALL MULLION
3"=1'-0" 1630-A81-13
5
CURTAIN WALL INSULATION,REFER TO SPECS
ALIGN FINISH WITH MULLION
58" GYPSUM WALLBOARD WITH
METAL 'J' CASING
12" FOAM TAPE
712"
SCALE:14CURTAIN WALL AT VESTIBULE
3"=1'-0" 1630-A81-14
5
WALL PER PLAN
PRE-FINISHED METAL BREAKSHAPE TO MATCH WINDOW WITHCON.T SLIPS EACH SIDE, FULLHEIGHT OF WALL
SEALANT
CURTAIN WALL SYSTEM PERPLAN
5"
NOTE: SIM. OPPOSITE SIDE
SCALE:8FIBERGLASS SILL
3"=1'-0" 1630-A8.1-08
GRID
114" 3"
38" BACKER ROD AND SEALANT
WINDOW PER PLAN
SHIP WINDOW TO FIELDINSTALL TRACK, ALL SIDES
SEALANT, TYP.
1"x MDF SILL AND 1"x3" APRON,PAINT
SHIM
PRE-FINISHED METAL FLASHINGWITH END DAMS
12"
3/4"
2"
58" GYPSUM WALLBOARD
MEMBRANE FLASHING, WRAPOVER INFILTRATION BARRIER 6"AND ONTO SILL 4"
INFILTRATION BARRIER
ATTACHMENT BY WINDOWINSTALLER
SCALE:7FIBERGLASS JAMB
3"=1'-0" 1630-A8.1-07
GRID
114" 3"
38" BACKER ROD AND SEALANT
WINDOW PER PLAN
SHIP WINDOW TO FIELDINSTALL TRACK, ALL SIDES
SEALANT, TYP.
SHIM
58" GYPSUM WALLBOARD
MEMBRANE FLASHING, WRAPINTO JAMB 4"
INFILTRATION BARRIER, WRAPOVER MEMBRANE FLASHING
ATTACHMENT BY WINDOWINSTALLER
FINISH CLIP PER PANEL MFGR.
SCALE:6FIBERGLASS HEAD
3"=1'-0" 1630-A8.1-06
GRID
114" 3"
38" BACKER ROD AND SEALANT
WINDOW PER PLAN
SHIP WINDOW TO FIELDINSTALL TRACK, ALL SIDES
SEALANT, TYP.
SHIM
58" GYPSUM WALLBOARD
INFILTRATION BARRIER, WRAPOVER MEMBRANE FLASHING
ATTACHMENT BY WINDOWINSTALLER
FINISH CLIP PER PANEL MFGR.
FLASHING, TYP.1"
4"
SCALE:5
ALUMINUM WINDOW SILL
3"=1'-0" 1630-A8.1-05
GLAZING AS SCHEDULED
ALUMINUM STOREFRONT ON SHIM,ALUMINUM CURTAIN WALL AT SIM.
38" BACKER ROD & SEALANT
PRE-FINISHED FLASHING WITH ENDDAMS 1"
1"
12" EXPANSION JOINT MATERIAL
WITH CONTINUOUS SELF LEVELINGSEALANT AT TOP
CONCRETEPAVING
4"
1 2" BUILT UP CONCRETE TOPPING ANDTRAFFIC COATING AT DOOR 163
NEW HOLLOW METAL FRAME, GROUT SOLID
2"
58"
534"
@ 2
x4 S
TUD
S
SCALE:
JAMB15 3" = 1'-0" 1630-A8.1-15
NEW ROUGH OPENING FRAMING
NEW COLUMN PER STRUCTURAL
NEW 5 8" GYPSUM WALLBOARD
EXISTING WALL FRAMING TO REMAIN
534"
12"
58"
138"
12"
2"
WOOD FRAMING HEADER WITH TRACK@ BOTTOM
TOP GUIDE TRACK & TROLLEY ASSEMBLY BYHARDWARE SUPPLIER (SECTION 08710)
HOLLOW METAL FRAME
DOOR AS SCHEDULED
REMOVABLE STOP
58" GYPSUM WALLBOARD
SCALE:
HEAD @ POCKET SLIDER16 3" = 1'-0" 1630-A8.1-16
1 2"1 2"
58"13
8"
2"
SCALE:
JAMB @ POCKET SLIDER17 3" = 1'-0" 1630-A8.1-17
REMOVABLE STOP
DOOR AS SCHEDULED
HOLLOW METAL FRAME
58" GYPSUM WALLBOARD
1 2"
2"
1 2"
58" 13
8"
534"
2"
31 2"
HOLLOW METAL FRAME
DOOR - ASSCHEDULED
REMOVABLESTOP
POCKET DOOR RAILASSEMBLY
SCALE:
JAMB @ POCKET DOOR18 3" = 1'-0" 1630-A8.1-18
58" GYPSUM WALLBOARD
SCALE:
COILING DOOR JAMB19 3" = 1'-0" 1630-A8.1-19
WALL PER PLAN
58" GYPSUM WALLBOARD
ATTACHMENT PER DOOR MFGR
COILING COUNTER DOOR GUIDE BY MFGR
12"
R.O.NEW (2) 2x4 STUDS
NEW HOLLOW METAL FRAME,GROUT SOLID
534"
SCALE:
JAMB20 3" = 1'-0" 1630-A8.1-20
NEW 5 8" GYPSUM WALLBOARD
EXISTING WALL PER PLAN
MLH
A8.2
CORVALLIS, OREGON 97330
BENTON COUNTYHEALTH CLINIC
SHEET
DRAWN
REVISIONS
JOB NO.
DATE
2016.0030
DEC. 18, 2017
In the event conflicts are discovered between theoriginal signed and sealed documents prepared bythe Architects and/or their Consultants, and anycopy of the documents transmitted by mail, fax,electronically or otherwise, the original signed andsealed documents shall govern.
530 NW 27TH STREET
AC+Co ARCHITECTURE | COMMUNITY
CONSTRUCTION DOCUMENTS
NOT FOR CONSTRUCTIONMONTH DAY, YEAR
SCALE:1COMPRESSION JOINT (HORIZONTAL)
3"=1'-0" 1630-A8.2-01
1 2"
EXISTING WOOD SHEATHING
NEW COMPOSITION WALL PANEL
NEW ESSENTIAL COMPRESSIONJOINT FLASHING
NEW START TRACK
NEW SPACER
NEW INFILTRATION BARRIER
SCALE:2INSIDE CORNER
3"=1'-0" 1630-A8.2-02
EXISTING WOOD SHEATHING
NEW COMPOSITION WALL PANEL
NEW 12" SEALANT JOINT WITHSEALANT BACKER
NEW INFILTRATION BARRIER
SCALE:3HORIZONTAL PANEL OUTSIDE CORNER
3"=1'-0" 1630-A8.2-03
EXISTING WOOD SHEATHING
NEW COMPOSITION WALL PANEL
NEW INFILTRATION BARRIER
NEW 3 8" SEALANT JOINT WITHSEALANT BACKER, TYPICALEACH SIDE
NEW COMPOSITION WALL PANEL
SCALE:4EXPANSION JOINT (VERTICAL)
3"=1'-0" 1630-A8.2-04
EXISTING WOOD SHEATHING
NEW COMPOSITION WALL PANEL
NEW INFILTRATION BARRIER
NEW 3 8" SEALANT JOINT WITHSEALANT BACKER
SCALE:5SILL
1 1/2"=1'-0" 1630-A8.2-05
EXISTING WOOD SHEATHING
NEW COMPOSITION WALL PANEL
NEW INFILTRATION BARRIER
F.F.E.0'-0"
4" F.V
.
4"
NEW PRE-FINISHED GALV.FLASHING
NEW GROUT
EXISTING CONCRETEFOUNDATION
SCALE:6SILL
1 1/2"=1'-0" 1630-A8.2-06
EXISTING WOOD SHEATHING
NEW COMPOSITION WALL PANEL
NEW INFILTRATION BARRIER
NEW ESSENTIAL STARTERFLASHING
EXISTING CONCRETEFOUNDATION, PAINT EXPOSEDWALL 6" BELOW GRADE
SCALE:7PARAPET
1 1/2"=1'-0" 1630-A8.2-07
T.O. PARAPET
38"
2"
PRE-FINISHED METAL CAPFLASHING WITH STANDING SEAMJOINTS
2x8 (CUT TO FIT) CONT. PLATE(RIP TO 34" INSIDE)
CONT. CLEAT
FASTENERS WITH NEOPRENEWASHERS @ 24" o.c.
MEMBRANE ROOFING CONT. UPAND OVER PARAPET
1"
SCALE:8SILL
1 1/2"=1'-0" 1630-A8.2-08
EXISTING WOOD SHEATHING
NEW COMPOSITION WALL PANEL
NEW INFILTRATION BARRIER
NEW PRE-FINISHED GALV.FLASHING
2"
F.V.
6"
2"
NEW CONCRETE PAVING PERCIVIL
12" EXPANSION
JOINT MATERIALWITH CONT.SEALANT
NEW CONT. SEALANT
EXISTING CONCRETE FOUNDATION
NOTE: NO CONCRETE PAVING AT SIM. CONDITION
SCALE:9WALL TERMINATION AT SOFFIT
1 1/2"=1'-0" 1630-A8.2-09
NEW COMPOSITION WALL PANEL
NEW INFILTRATION BARRIER
NEW WOOD SHEATHING TOMATCH EXISTING AS OCCURS
NEW BATT INSULATION
NEW VENTED METAL SOFFITPANEL
NEW 12" PLYWOOD ANDINFILTRATION BARRIERAT SIM CONDITION
NEW BLOCKING
EXISTING ROOF FRAMING
SCALE:10SILL
1 1/2"=1'-0" 1630-A8.2-10
EXISTING WOOD SHEATHING
NEW COMPOSITION WALL PANEL
NEW INFILTRATION BARRIER
NEW PRE-FINISHED GALV.FLASHING SET IN CONT.SEALANT
EXISTING CONCRETE PAVINGAND STEM WALL
SCALE:11SOFFIT
1 1/2"=1'-0" 1630-A8.2-11
EXISTING WOOD SHEATHING
NEW COMPOSITION WALL PANEL
NEW INFILTRATION BARRIER
EXISTING FLOOR FRAMING
NEW ESSENTIAL OVERHANGFLASHING
38" SEALANT JOINT
PRE-FINISHED CLOSURE TRIM
PRE-FINISHED METAL SOFFITPANEL
SCALE:12
OUTSIDE CORNERVERTICAL PANEL
3"=1'-0" 1630-A8.2-12
EXISTING WOOD SHEATHING
NEW INFILTRATION BARRIER
NEW COMPOSITION WALL PANEL
NEW SPACER
NEW METAL KEY TRIM,PRE-FINISHED
SCALE:
4"
8"1'-0
"
1'-0"
24 GA. GALVANIZED METAL LEADERBOX & SCUPPER
OVERFLOW OPENING
3"x4" GALVANIZED DOWNSPOUT
6"
8"
SCALE:
CONDUCTOR HEAD @ SCUPPER WITH DOWNSPOUT
13 1 1/2" = 1'-0" 1630-A8.2-13
4"WALL AS OCCURS
2"VERIFY
SCALE:
DOWNSPOUT CONNECTION14 3" = 1'-0" 1630-A8.2-14
12GA GALVANIZED TEE CLIP 2" LONG - AT8'-0"o.c. MAX SECURE TO WALL EACH SIDE
112" STRAP AT EACH TEE
3"x4" DOWNSPOUT
LINE OF C.I. HUB BELOW WITH TRANSITION TOD.S. - SEE MECHANICAL
LINE OF BRICK (OR CONCRETE ASOCCURS)
LINE OF BRICK CORBEL
SCALE:15FASCIA
1 1/2"=1'-0" 1630-A8.2-15
NEW-PRE-FINISHED METALFLASHING
NEW COMPOSITION WALL PANEL
NEW INFILTRATION BARRIER
NEW CONT. CLEAT
EXISTING ROOF FRAMING
NEW 5 4 x12 CEMENTITIOUSTRIM, PAINT
NEW 5 4 x6 CEMENTITIOUSTRIM (CUT TO FIT, PAINT
EXISTING SHEATHING
1 2"
EXTEND BLOCKING TOALIGN WITH NEW CANT
SCALE:16PARAPET END CAP
3"=1'-0" 1630-A8.2-16
MEMBRANE ROOFING, WRAPEND 6"
SCALE:
CAP FLASHING ABOVE
COMPOSITE WALL PANEL
INFILTRATION BARRIER, WRAPEND 6"
METAL KEY TRIM, PRE-FINISHED
FASTENERS WITH NEOPRENEWASHERS AT 12" o.c.
CONT CLEAT SET IN CONT.SEALANT
PRE-FINISHED METAL FLASHING
SCALE:17TRANSITION
3"=1'-0" 1630-A8.2-17
EXISTING WOOD SHEATHING
NEW HORIZ. COMPOSITION WALLPANEL
NEW PRE-FINISHED J-MOLDTRIM, EA. SIDE
NEW 3 8" BACKER ROD ANDSEALANT
NEW VERT. COMPOSITE WALLPANEL
EXISTING WOOD SHEATHING
NEW COMPOSITION WALL PANEL
NEW INFILTRATION BARRIER
SCALE:18
METAL TRIM TRANSITIONHEAD (JAMB SIM)
3"=1'-0" 1630-A8.2-18
NEW GALV. CLEAT FLASHING
2"
HEM
T.O. PANEL3'-0"
2"
11 2"
1 2"
MLH
A8.3
CORVALLIS, OREGON 97330
BENTON COUNTYHEALTH CLINIC
SHEET
DRAWN
REVISIONS
JOB NO.
DATE
2016.0030
DEC. 18, 2017
In the event conflicts are discovered between theoriginal signed and sealed documents prepared bythe Architects and/or their Consultants, and anycopy of the documents transmitted by mail, fax,electronically or otherwise, the original signed andsealed documents shall govern.
530 NW 27TH STREET
AC+Co ARCHITECTURE | COMMUNITY
CONSTRUCTION DOCUMENTS
NOT FOR CONSTRUCTIONMONTH DAY, YEAR
SCALE:14PHOTO VOLTAIC MOUNT
3"=1'-0" 1630-A8.3-14
1'-0
"M
IN.
RAIL
NEW ADJUSTABLE TILT LEG BYRACK MANUFACTURER
NEW STEEL L-FOOT BY RACKMANUFACTURER
NEW SOLAR MODULEATTACHMENT U-ANCHOR 2400,WELD TO EXISTING MEMBRANE
EXISTING MEMBRANE ROOFINGTO REMAIN
SCALE:13MULLION
3"=1'-0" 1630-A8.3-13
DOOR AS OCCURS
HOLLOW METAL FRAME
GLAZING AS SCHEDULED
HOLLOW METAL STOP
58"
4"
4"
58"
SCALE:12THRESHOLD
3" = 1'-0" 1630-A8.3-12
THRESHOLD SET IN MASTIC
1"V
ER
IFY
WIT
HG
RA
TIN
GM
FGR
GALV. METAL FLASHING WITHEND DAM AND DRIP EDGE
1/2" 2"
CHANNEL PER STRUCTURAL
P.T. WOOD LEDGER
MEMBRANE FLASHING, EXTENDINTO SILL 4" MIN., EXTEND DOWNWALL 6" MIN.
SCALE:SCALE:10COILING DOOR HEAD
1 1/2"=1'-0" 1630-A8.3-10
4"
VERIFY WITH DOORMFGR
F.F.E.8'-6"
WALL PER PLAN
COILING DOOR HOUSING
SUSPENDED ACOUSTICAL TILECEILING
GYPSUM SOFFIT AS OCCURS
SOFFITPER RCP
5'-0
" OR
5'-6
"T.
O. C
OU
NTE
R
SCALE:11JAMB
3"=1'-0" 1630-A8.3-11
INFILTRATION BARRIER, EXTENDFULL DEPTH OF WINDOW
COMPOSITE WALL PANEL
COMPOSITE PANEL CLIP
38" BACKER ROD AND SEALANT
12" SHIM MATERIAL
DOOR PER PLAN
SEALANT
58" GYPSUM WALLBOARD
SCALE:9CORNER JAMB
3"=1'-0" 1630-A8.3-09
2
6"
38" BACKER ROD AND SEALANT
PRE-FINISHED ALUM. BREAKSHAPE
PRE-FINISHED ALUM. BREAKSHAPE
1"
38" BACKER ROD AND SEALANT
WINDOW PER PLAN
SCALE:8ALUM. STOREFRONT HEAD
3"=1'-0" 1630-A8.3-08
38" SEALANT JOINT
PRE-FINISHED ALUM. BREAKSHAPE
58" GYPSUM WALLBOARD
NEW WOOD 2x6 HEADER
CLOSURE METAL TRIM BYSOFFIT PANEL MFGR.
38" BACKER ROD AND SEALANT
WINDOW PER PLAN
SEALANT, TYP
F.F.E.8'-9"
SCALE:7ALUM. STOREFRONT JAMB
3"=1'-0" 1630-A8.3-07
INFILTRATION BARRIER, EXTENDFULL DEPTH OF WINDOW
COMPOSITE WALL PANEL
COMPOSITE PANEL CLIP
38" BACKER ROD AND SEALANT
12" SHIM MATERIAL
DOOR PER PLAN
SEALANT
58" GYPSUM WALLBOARD
1"
SCALE:6ALUM. STOREFRONT HEAD
3"=1'-0" 1630-A8.3-06
1"
38"
INFILTRATION BARRIER
COMPOSITE WALL PANEL
8" MEMBRANE FLASHING
PRE-FINISHED METAL FLASHINGSET IN CONT. SEALANT
DOOR/WINDOW PER PLAN
38" BACKER ROD AND SEALNT
SEALANT, TYP
58" GYPSUM WALLBOARD
4"
1 1/2"
SCALE:3ROOF TIE IN
3"=1'-0" 1630-A8.3-03
EXISTING MEMBRANE ROOF, LAPOVER NEW ROOFING
NEW BASE SHEET
NEW MEMBRANE ROOF
EXISTING WOOD SHEATHING TOREMAIN
1'-0"MIN.
SCALE:2TRANSITION DETAIL
3"=1'-0" 1630-A8.3-02
EXISTING CONCRETE WALL TOREMAIN, PREP AND PAINT
SEALANT
NEW 5 8" TYPE 'X' GYPSUMWALLBOARD WITH METAL 'J'CASING
EXISTING WOOD FURRING TOREMAIN
SCALE:1TRAFFIC COATING TRANSITION
3"=1'-0" 1630-A8.3-01
NEW WALL PER PLAN
NEW COMPOSITE WALL PANEL
NEW INFILTRATION BARRIEROVER 6" MEMBRANE FLASHINGOVER TRAFFIC COATING
NEW 3 4" CHAMFER AT VERT.WALL
NEW TRAFFIC COATING OVERCONCRETE TOPPING, EXTENDUP WALL 6"
EXISTING CONCRETE SLAB
SCALE:4JAMB AT EXISTING INFILL
3"=1'-0" 1630-A8.3-04
EXISTING WALL
PATCH GYPSUM WALLBOARD ASREQUIRED, EXTEND TO WINDOWAS SHOWN
NEW WOOD 2x6 AS REQUIRED
SILL BELOW
SEALANT
WINDOW PER PLAN
WRAP JAMB WITH MEMBRANEFLASHING
38" BACKER ROD AND SEALANT
COMPOSITE WALL PANEL WITHFINISH CLIP
SCALE:5WINDOW
3"=1'-0" 1630-A81-05
WALL PER PLAN
SILL BELOW
SEALANT
CONT. CLEAT
12" FOAM TAP AT GLAZING
PRE-FINISHED METAL BREAKSHAPE, TO MATCH WINDOW
SCALE:15 3"=1'-0" 1630-A83-15
NEW 5 8" GYPSUM WALLBOARD
EXISTING WALL FRAMING TOREMAIN, INSTALL NEW BATTINSULATION
EXISTING WOOD TRUSS TOREMAIN, INSTALL NEW BATTINSULATION
NEW WOOD FRAMED PONYWALL, EA. SIDE, ALIGN WITHEXISTING FRAMING
NEW WINDOW PER PLAN
SCALE:
SILL AT GLASS DOOR17 3" = 1'-0" 1630-A8.3-17
34" x 21
2" WOOD TRIM, PAINT
34" WOOD SILL, PAINT
GLASS WINDOW SYSTEM
58" GYPSUM BOARD
1"TYP.
SCALE:18JAMB DETAIL AT GLASS DOOR
1630-A8.3-18 1583.2-A83-12
TEMPERED GLAZING
CLEAR SEALANT
SLIDING GLAZING PANEL
LINE OF BELOW COUNTER1"P
ER
PLA
N
LINE OF BELOW COUNTER
58" GYPSUM BOARD
1"
1"TYP.
SCALE:19GLASS SYSTEM HEAD DETAIL
3"=1'-0" 1630-A8.3-19
CEILING MOUNT HEADRAIL-SATIN ANODIZED
3/8" TEMPERED GLASS
FIXED PANEL
SLIDING PANEL
WOOD HEADER, SEESTRUCTURAL DWGS
WALL SYSTEM PER PLANS
SEALANT, TYP. EA. SIDE
SCALE:16 3"=1'-0" 1630-A83-16
NEW 5 8" GYPSUMWALLBOARD
NEW SILLBELOW
SEALANT
CONT. CLIP
PROVIDE 12" FOAMTAPE AT GLAZING
PRE-FINISHED SHEETMETAL BREAKSHAPE
1"
2"
F.V.
HEM
SCALE:20FASCIA
1 1/2"=1'-0" 1630-A8.3-20
1"
NEW TERMINATION BARFASTENED AT 6"o.c.
NEW PRE-FINISHED METAL "K"STYLE GUTTER
NEW 5 4 x 12 CEMENTITUOUSTRIM, PAINT
NEW SEALANT
NEW METAL SOFFIT
EXISTING ROOF FRAMING
TDB
A8.4
CORVALLIS, OREGON 97330
BENTON COUNTYHEALTH CLINIC
SHEET
DRAWN
REVISIONS
JOB NO.
DATE
2016.0030
DEC. 18, 2017
In the event conflicts are discovered between theoriginal signed and sealed documents prepared bythe Architects and/or their Consultants, and anycopy of the documents transmitted by mail, fax,electronically or otherwise, the original signed andsealed documents shall govern.
A R C H I T E C T U R EC O M M U N I T Y363 State StreetSalem, OR 97301-3533P: 503.581.4114www.accoac.com
530 NW 27TH STREET
AC+Co ARCHITECTURE | COMMUNITY
CONSTRUCTION DOCUMENTS
NOT FOR CONSTRUCTIONMONTH DAY, YEAR
SCALE:1PANEL TERMINATION
3"=1'-0" 1630-A8.4-01
EXISTING WOODSHEATHING
COMPOSITE WALLPANEL
INFILTRATION BARRIEROVER MEMBRANEFLASHING
PRE-FINISHEDMETAL FLASHINGWITH REMOVABLEAPRON
NEW MEMBRANEROOFING, SECUREWITH TERMINATIONBAR FASTENED AT 8"O.C.
EXISTING MEMBRANEAND UNDERLAYMENTTO REMAIN, PREPFOR WORK
1'-0"ROOF GUTTER AT SIMCONDITION
6"6"
SCALE:SCALE:2CANOPY TERMINATION
1 1/2"=1'-0" 1630-A8.4-02
COMPOSITE WALL PANEL
PANEL CLIP
12" BACKER ROD AND SEALANT,
ALL SIDES
STEEL CANOPY FRAME
STEEL COLUMN
SCALE:SCALE:3SILL
1 1/2"=1'-0" 1630-A8.4-03
NEW WINDOW PER PLAN OVER SHIM
NEW PRE-FINISHED ALUMINUM FLASHING1"
2"
EXISTING CONCRETE FOUNDATION
NEW CONCRETE FOUNDATION
12" EXPANSION MATERIAL WITH CONT. SELF
LEVELING SEALANT
CONCRETE PAVING PER CIVIL
52"
SCALE:4RESIN PANEL FRAME
3"=1'-0" 1630-A8.4-04
RESIN ACRYLIC PANEL
HOLLOW METAL STOP,PAINT
HOLLOW METAL FRAME,PAINT
FLOOR OR CEILING ASOCCURS
4"
2"5
8"
SCALE:5RESIN PANEL JAMB
3"=1'-0" 1630-A8.4-05
RESIN ACRYLIC PANEL
GYPSUM WALL BOARD
CLEAR SEALANT
RESIN PANEL ASOCCURS AT SIMCONDITION