Architectural Or Architect D.T

BENTON COUNTY HEALTH CLINIC 530 NW 27TH STREET CORVALLIS, OREGON

OWNER / BENTON CO PUBLIC WORKS OWNER'S REP. 360 SW AVERY AVENUE CORVALLIS, OR 97333 L101 GENERAL NOTES AND PLAN PH. 541-766-6821 A0.0 TITLE SHEET A0.1 CODE COMPLIANCE FAX 541-766-6891 L201 DETAILS A0.2 CODE COMPLIANCE - PLANS ATTN: CHRIS BIELENBERG, FACILITIES AND UTILITIES MGR. L202 PLANTING DETAILS [email protected] A0.3 PHASING PLAN L301 IRRIGATION PLAN ARCHITECT A C + Co ARCHITECTS A1.0 SURVEY AD1.1 SITE PLAN - DEMOLITION 363 STATE STREET L401 IRRIGATION DETAILS SALEM, OREGON 97301-3533 AD2.0.1 BASEMENT FLOOR PARTIAL PLAN - DEMOLITION (SOUTH) PH. 503-581-4114 AD2.0.2 BASEMENT FLOOR PARTIAL PLAN - DEMOLITION (NORTH) FAX 503-581-3655 AD2.1.1 FIRST FLOOR PARTIAL PLAN - DEMOLITION (SOUTH) ATTN: BLAKE BURAL, AIA AD2.1.2 FIRST FLOOR PARTIAL PLAN - DEMOLITION (NORTH) [email protected] AD2.2.1 SECOND FLOOR PARTIAL PLAN - DEMOLITION (SOUTH) AD2.2.2 SECOND FLOOR PARTIAL PLAN - DEMOLITION (NORTH) M0.0 HVAC SYMBOLS AND SCHEDULES AD2.3 MECHANICAL / ATTIC FLOOR PLAN - DEMOLITION M0.1 HVAC SCEHDULES STRUCTURAL MSC ENGINEERS M0.2 HVAC SCEHDULES 1045 13TH ST SE AD2.4 ROOF PLAN - DEMOLITION AD2.5 PARTIAL PLAN ADD ALT. NO. 1 / TEMP. PHARMACY- DEMOLITION M0.3 HVAC DETAILS SALEM, OREGON 97302 AD3.0 OVERALL EXTERIOR ELEVATIONS - DEMOLITION M0.4 HVAC DETAILS PH. 503-399-1399 AD3.1 OVERALL EXTERIOR ELEVATIONS - DEMOLITION FAX 503-399-8259 AD6.0 BASEMENT REFLECTED CEILING PLAN - DEMOLITION MD2.0 BASEMENT FLOOR PLAN - HVAC DEMOLITION ATTN: CAM SWEARENGIN AD6.1.1 FIRST REFLECTED CEILING PARTIAL PLAN - DEMOLITION (SOUTH) MD2.1 FIRST FLOOR PLAN - HVAC DEMOLITION [email protected] AD6.1.2 FIRST REFLECTED CEILING PARTIAL PLAN - DEMOLITION (NORTH) MD2.2 SECOND FLOOR PLAN - HVAC DEMOLITION AD6.2.1 SECOND REFLECTED CEILING PARTIAL PLAN - DEMOLITION (SOUTH) MD2.3 MECHANICAL PENTHOUSE FLOOR PLAN - HVAC DEMOLITION LANDSCAPE SHAPIRO DIDWAY AD6.2.2 SECOND REFLECTED CEILING PARTIAL PLAN - DEMOLITION (NORTH) MD2.4 ROOF PLAN - HVAC DEMOLITION 1204 SE WATER AV AD6.3 MECHANICAL / ATTIC REFLECTED CEILING PLAN - DEMOLITION MD2.5 PARTIAL PLAN ADD ALTERNATE NO. 1 - HVAC DEMOLITION PORTLAND, OREGON 97214 AD6.4 PARTIAL RCP ADD ALTERNATE NO. 1 AND 2 - DEMOLITION PH. 503-232-0520 M2.0 BASEMENT FLOOR PLAN - HVAC NEW CONSTRUCTION ATTN: AARON WEST A1.1 SITE PLAN - REMODEL M2.1 FIRST FLOOR PLAN - HVAC NEW CONSTRUCTION [email protected] A1.2 ENLARGED PARTIAL SITE PLANS M2.2 SECOND FLOOR PLAN - HVAC NEW CONSTRUCTION A1.3 SITE DETAILS M2.3 MECHANICAL PENTHOUSE FLOOR PLAN - HVAC NEW CONSTRUCTION CIVIL WESTECH ENGINEERING M2.4 ROOF PLAN - HVAC NEW CONSTRUCTION 3841 FAIRVIEW INDUSTRIAL DR SE #100 A2.0.1 BASEMENT FLOOR PARTIAL PLAN - REMODEL (SOUTH) M2.5 PARTIAL PLAN ADD ALTERNATE NO. 1 - HVAC NEW CONSTR. A2.0.2 BASEMENT FLOOR PARTIAL PLAN - REMODEL (NORTH) SALEM, OREGON 97302 A2.1.1 FIRST FLOOR PARTIAL PLAN - REMODEL (SOUTH) PH. 503-585-2474 A2.1.2 FIRST FLOOR PARTIAL PLAN - REMODEL (NORTH) ATTN: JOSH WELLS A2.2.1 SECOND FLOOR PARTIAL PLAN - REMODEL (SOUTH) [email protected] A2.2.2 SECOND FLOOR PARTIAL PLAN - REMODEL (NORTH) A2.3 MECHANICAL / ATTIC FLOOR PLAN - REMODEL P0.0 MECHANICAL/ BHE GROUP A2.4 ROOF PLAN - REMODEL PLUMBING SYMBOLS, SCHEDULES & DETAILS 940 WILLAMETTE ST #310 A2.5 PARTIAL PLAN ADD ALT. NO. 1 / TEMP. PHARMACY - REMODEL P0.1 PLUMBING DETAILS PLUMBING/ EUGENE, OREGON 97401 PD2.0 BASEMENT FLOOR PLAN - PLUMBING DEMOLITION FIRE A3.0 OVERALL EXTERIOR ELEVATIONS - REMODEL PH. 541-686-8478 PD2.1 FIRST FLOOR PLAN - PLUMBING DEMOLITION PROTECTION A3.1 OVERALL EXTERIOR ELEVATIONS - REMODEL ATTN: TIM ELY PD2.2 SECOND FLOOR PLAN - PLUMBING DEMOLITION A3.2 BUILDING SECTIONS PD2.3 MECHANICAL PENTHOUSE FLOOR PLAN - PLUMBING DEMOLITION A3.3 WALL SECTIONS ELECTRICAL PAE ENGINEERS PD2.4 ROOF PLAN - PLUMBING DEMOLITION 44 WEST BROADWAY #430 A3.4 WALL SECTIONS A3.5 WALL SECTIONS EUGENE, OREGON 97401 P1.0 BASEMENT UNDERGROUND PLAN - PLUMBING NEW CONSTRUCTION A3.6 WALL SECTIONS P2.0 BASEMENT FLOOR PLAN - PLUMBING NEW CONSTRUCTION PH. 541-735-6227 A3.7 WALL SECTIONS P2.1 FIRST FLOOR PLAN - PLUMBING NEW CONSTRUCTION ATTN: ROBERT MILLS P2.2 SECOND FLOOR PLAN - PLUMBING NEW CONSTRUCTION A4.0 ENLARGED RESTROOM PLANS AND ELEVATIONS-BASEMENT COST ESTIMATOR P2.3 MECHANICAL PENTHOUSE FLOOR PLAN - PLUMBING NEW CONST. CONSTRUCTION FOCUS, INC A4.1 ENLARGED RESTROOM PLANS AND ELEVATIONS-FIRST FLOOR P2.4 ROOF PLAN - PLUMBING NEW CONSTRUCTION 740 ALMADEN STREET In the event conflicts are discovered between the A4.2 ENLARGED RESTROOM PLANS AND ELEVATIONS-FIRST FLOOR P2.5 PARTIAL PLAN ADD ALTERNATE NO. 1 - PLUMBING NEW CONST. original signed and sealed documents prepared by EUGENE, OREGON 97401 A4.3 ENLARGED RESTROOM PLANS AND ELEVATIONS-SECOND FLOOR the Architects and/or their Consultants, and any PH. 541-686-8478 A4.4 ENLARGED RESTROOM PLANS AND ELEVATIONS AND DETAILS P3.0 BASEMENT ENLARGED FLOOR PLAN - PLUMBING NEW CONSTRUCTION copy of the documents transmitted by mail, fax, electronically or otherwise, the original signed and ATTN: STEVE GUNN A5.0 INTERIOR ELEVATIONS sealed documents shall govern. A5.1 INTERIOR ELEVATIONS A5.2 INTERIOR ELEVATIONS A5.3 EXAM ROOM EQPM/FURNISHINGS LAYOUT PLANS 1 A6.0 BASEMENT REFLECTED CEILING PLAN - REMODEL JOB NO. 2016.0030 A6.1.1 FIRST REFLECTED CEILING PARTIAL PLAN - REMODEL (SOUTH) E0.1 ELECTRICAL SYMBOLS, LEGENDS AND ABBRV. A6.1.2 FIRST REFLECTED CEILING PARTIAL PLAN - REMODEL (NORTH) A6.2.1 SECOND REFLECTED CEILING PARTIAL PLAN - REMODEL (SOUTH) ED1.0 SITE PLAN - DEMOLITION A6.2.2 SECOND REFLECTED CEILING PARTIAL PLAN - REMODEL (NORTH) E1.0 SITE PLAN DATE JAN 29, 2018 A6.3 MECHANICAL / ATTIC REFLECTED CEILING PLAN - REMODEL A6.4 PARTIAL RCP ADD ALTERNATE NO. 1 AND 2 - REMODEL ED2.0 BASEMENT PLAN - DEMOLITION ANGLE ED2.1 CNTR. COUNTER F.O.F. FACE OF FINISH L.L. LEAD-LINED PTN. PARTITION T.C. TOP OF CURB A6.5 DETAILS FIRST FLOOR PLAN - DEMOLITION AT ED2.2 @ CTR. CENTER F.O.G.B. FACE OF GYP. BASE L.P. LOW POINT OR LIGHT PROOF P.T.D./R. PAPER TOWEL DISP. & RECEPT. T.C.V.P. THIN COAT OF VENEER PLASTER SECOND FLOOR PLAN - DEMOLITION DRAWN CENTER LINE ED2.2A < C.J. CONTROL JOINT F.O.S. FACE OF STUD LT. STD. LIGHT STANDARD P.T.R. PAPER TOWEL RECEPTACLE TD TRENCH DRAIN A7.0 STAIR PLANS, SECTION, ELEVATION AND DETAILS ADD ALTERNATE FLOOR PLAN - DEMOLITION MLH NUMBER OR POUND ED2.3 # F.O.W. FACE OF WALL LT. WT. LIGHT WEIGHT PUB. PUBLIC TEL. TELEPHONE PENTHOUSE PLAN - DEMOLITION PERPENDICULAR A8.0 DOOR , FRAME AND WINDOW TYPES ED2.4 ROOF PLAN - DEMOLITION FP FIREPROOF TEMP. TEMPERED OR TEMPERATURE 2 > PLATE F.S. FLOOR SINK MAS MASONRY TERM. TERMINAL A8.1 DETAILS REVISIONS DBL. DOUBLE MACH MACHINE Q.T. QUARRY TILE FT. FOOT OR FEET TERR. TERRAZZO A8.2 DETAILS E2.0 BASEMENT - LIGHTING PLAN 02-12-18 REVISIONS DET. DETAIL MAT'L. MATERIAL FTG. FOOTING T. & G. TONGUE & GROOVE A8.3 DETAILS E2.1 FIRST FLOOR - LIGHTING PLAN 1 D.F. DRINKING FOUNTAIN MAX. MAXIMUM R. RADIUS FURR. FURRING THERM. THERMAL A8.4 DETAILS E2.2 SECOND FLOOR - LIGHTING PLAN 02-28-18 ADDENDUM NO. 1 D. FIR DOUGLAS FIR MECH MECHANICAL RA RETURN AIR A.B. ANCHOR BOLT FUT. FUTURE THK. THICK E2.2A ADD ALTERNATE - LIGHTING PLAN 2 DIA. DIAMETER MEMB MEMBRANE R.D. ROOF DRAIN ACOUS. ACOUSTICAL THRES. THRESHOLD E2.3 PENTHOUSE - LIGHTING PLAN DIM. DIMENSION MET. METAL REF. REFERENCE A.D. AREA DRAIN GA. GAUGE THRU THROUGH S0.0 GENERAL NOTES DISP. DISPENSER MFR. MANUFACTURER REFR. REFRIGERATOR T.O.B. TOP OF BEAM S0.1 EXISTING FOUNDATION PLAN E3.0 BASEMENT - POWER PLAN ADD. ADDITION DN. DOWN GALV. GALVANIZED M.H. MANHOLE REINF. REINFORCED T.O.M. TOP OF MASONRY S0.2 EXISTING FIRST FRAMING PLAN E3.1 FIRST FLOOR - POWER PLAN ADJ. ADJUSTABLE OR ADJACENT D.O.D. DOOR OPENING DIMENSION G.B. GRAB BAR MIN. MINIMUM REQ. REQUIRED T.O.C. TOP OF CONCRETE S0.3 EXISTING FIRST FLOOR CEILING FRAMING PLAN E3.2 SECOND FLOOR - POWER PLAN A. DR. ACCESS DOOR DP. DAMPPROOFING G.C. GENERAL CONTRACTOR MIR. MIRROR RESIL. RESILIENT AGG. T.O.S. TOP OF STEEL S0.4 EXISTING FIRST FLOOR ROOF/SECOND FLOOR FRAMING PLAN E3.2A ADD ALTERNATE - POWER PLAN AGGREGATE DR. DOOR GEN. GENERAL MISC. MISCELLANEOUS REV. REVISE OR REQUIRED ALUM. ALUMINUM DRW. DRAWER G.I. GALVANIZED IRON R.H.M.S. ROUND HEAD MACHINE SCREW T.P. TOP OF PAVING S0.5 EXISTING SECOND FLOOR CEILING PLAN E3.3 PENTHOUSE - POWER PLAN M.J. MASONRY JOINT E3.4 ROOD PLAN - POWER PLAN A.P. ARMOR PLATE DS DOWNSPOUT GL. GLASS OR (GLAZED) M.L. & P. METAL LATH & PLASTER R.H.W.S. ROUND HEAD WOOD SCREW T.P.D. TOILET PAPER DISPENSER S0.6 EXISTING MACHINE FLOOR/ROOF FRAMING PLAN AND ALTERNATE APPROX. APPROXIMATE D.S.P. DRY STAND PIPE GLB. GLU-LAM BEAM M.O. MASONRY OPENING RM. ROOM TRANS. TRANSFORMER S0.7 EXISTING MACHINE ROOF FRAMING PLAN E4.0 BASEMENT - LOW VOLTAGE PLAN ARCH. ARCHITECTURAL OR ARCHITECT D.T. DRAPERY TRACK GLU GLUE MOS. T. MOSAIC TILE R.O. ROUGH OPENING TREAT. TREATMENT ASB. GRD. GRADE T.O.W. TOP OF WALL S1.0 BASEMENT FOUNDATION PLAN E4.1 FIRST FLOOR - LOW VOLTAGE PLAN ASBESTOS DWG DRAWING MTD. MOUNTED RWD. REDWOOD ASPH. GRND. GROUND TYP. TYPICAL S1.1 FOUNDATION PLAN E4.2 SECOND FLOOR - LOW VOLTAGE PLAN ASPHALT MUL. MULLION R.W.L. RAIN WATER LEADER ASST. ASSISTANT GYP. GYPSUM SAN SANITARY T.J. TOOLED JOINT E4.2A ADD ALTERNATE - LOW VOLTAGE PLAN AUTO. AUTOMATIC E. EAST GWB GYPSUM WALL BOARD N NORTH S. SOUTH S2.0 FIRST FLOOR ROOF/SECOND FLOOR FRAMING UPGRADE PLAN E4.3 PENTHOUSE - LOW VOLTAGE PLAN EA. EACH NAT. NATURAL S.C. SOLID CORE UNFIN UNFINISHED S2.1 MACHINE FLOOR/ROOF FRAMING UPGRADE PLAN AND ALTERNATE E.G. EDGE GUARD E5.0 BASEMENT - FIRE ALARM PLAN H.B. HOSE BIBB N.I.C. NOT IN CONTRACT S.C.D. SEAT COVER DISPENSER U.O.N. UNLESS OTHERWISE NOTED S2.2 MACHINE ROOF FRAMING PLAN EIFS EXT. INSULATED FINISH SYSTEM E5.1 FIRST FLOOR - FIRE ALARM PLAN H.C. HOLLOW CORE NO. NUMBER SCHED. SCHEDULE UR. URINAL BD. BOARD E.J. EXPANSION JOINT E5.2 SECOND FLOOR - FIRE ALARM PLAN HD. HEAD NOM. NOMINAL S.D. SOAP DISPENSER UTIL. UTILITY S5.1 FOOTING DETAILS BIT. BITUMINOUS EL. ELEVATION HDCP HANDICAP N.T.S. NOT TO SCALE SEC. SECRETARY S5.2 FOOTING DETAILS 2 BLDG. BUILDING 2 ELEC. ELECTRICAL HDWD. HARDWOOD SECT. SECTION E5.3 PENTHOUSE - FIRE ALARM PLAN BLK'G. BLOCKING ELEV. ELEVATOR O.A. OVER ALL H.M. HOLLOW METAL SEP. SEPARATION OR SEPARATE S6.1 WALL ELEVATIONS BM. BEAM EMERG. EMERGENCY O.C. ON CENTER V.C.T. VINYL COMPOSITE TILE E6.0 ELECTRICAL ONE-LINE DIAGRAM HNDR. HANDRAIL SERV. SERVICE BOT. BOTTOM ENCL. ENCLOSURE O.D. OVERFLOW DRAIN VERT. VERTICAL E6.1 FIRE ALARM RISER DIAGRAM HGT. HEIGHT SH. SHELF OR SHELVES S7.1 BEAM DETAILS B.P.C. BY PREVIOUS CONTRACT ENTR. ENTRANCE O.F. OUTSIDE FACE VEST. VESTIBULE HORIZ. HORIZONTAL SHR. SHOWER S7.2 BEAM DETAILS BRKT. BRACKET E.P. ELECTRICAL PANEL OFCI. OWNER FURNISHED V.G. VERTICAL GRAIN E8.1 PANEL SCHEDULES HO HOLD OPEN SHT. SHEET S7.3 BEAM DETAILS 2 BSMT. BASEMENT EQ. EQUAL CONTRACTOR INSTALLED VOL. VOLUME HR. HOUR SIM. SIMILAR EQUIP. EQUIPMENT OFF. OFFICE V.P. VENEER PLASTER E9.1 ELECTRICAL SCHEDULES HDWR HARDWARE SK. SINK S8.1 CANOPY DETAILS E.W.C. ELECTRIC WATER COOLER OPG. OPENING E9.2 S.N.D. SANITARY NAPKIN DISPENSER S8.2 PARAPET DETAILS ELECTRICAL SCHEDULES EXIST. EXISTING OPP. OPPOSITE W. WEST I.D. INSIDE DIAMETER S.N.R. SANITARY NAPKIN RECEPTACLE CAB. CABINET EXP. EXPOSED OVHD. OVERHEAD W/ WITH INFO. INFORMATION S.O.H. SAME AT OPPOSITE HAND S9.1 STAIR SECTION AND DEAILS C.B. CATCH BASIN EXT. EXTERIOR W.C. WATER CLOSET INSUL. INSULATION P.A. PUBLIC ADDRESS SP. SPECIAL S9.2 CANOPY FRAMING PLAN C.C. CENTER TO CENTER WD. WOOD INT. INTERIOR PASS. PASSENGER SPEC. SPECIFICATION BENTON COUNTY CEM. CEMENT WDW. WINDOW INV. INVERT PAV. PAVING SPKR. SPEAKER CER. CERAMIC F.A. FIRE ALARM W.H. WATER HEATER SQ. SQUARE C.I. CAST IRON F.B. FLAT BAR PC. PIECE W.O. WHERE OCCURS C1.0 EROSION CONTROL & DEMOLITION PLAN FD2.0 HEALTH CLINIC S.S. STAINLESS STEEL FIRE PROTECTION DEMOLITION C.G. CORNER GUARD F.D. FLOOR DRAIN JAN. JANITOR PERF. PERFORATED C1.1 EROSION CONTROL NOTES ST. STREET W/O WITHOUT F2.0 FIRE PROTECTION NEW CONSTRUCTION CHK. BD. CHALK BOARD FDN. FOUNDATION JT. JOINT P.J. PANEL JOINT C1.2 EROSION CONTROL DETAILS ST. D. STORM DRAIN W.P. WATERPROOF/WEATHERPROOF CLG. CEILING F.E. FIRE EXTINGUISHER P.L. PROPERTY LINE STA. STATION W.S. WEATHERSTRIPPING CLOS. CLOSET F.E.C. FIRE EXTINGUISHER CABINET P. LAM. PLASTIC LAMINATE C2.0 OVERALL GRADING AND DRAINAGE PLAN KIT. KITCHEN STD. STANDARD WSCT. WAINSCOT CLR. CLEAR F.F. FINISH FACE PLAS. PLASTIC K.O. KNOCK OUT STL. STEEL WT. WEIGHT CMU CONCRETE MASONRY UNIT F.H.C. FIRE HOSE CABINET PLSTR. PLASTER C3.0 WATER SERVICE REPLACEMENT PLAN K.P. KICK PLATE STOR. STORAGE 530 NW 27TH STREET COL. COLUMN F.H.M.S. FLAT HEAD MACHINE SCREW PLAT. PLATFORM STRUC. STRUCTURAL CONC. CONCRETE FHWS FLAT HEAD WOOD SCREW PLY WD. PLYWOOD C4.0 OVERALL SURFACING PLAN CORVALLIS, OREGON 97330 LAB. LABORATORY SUPV. SUPERVISION COND. CONDITION FIN. FINISH PORT. PORTABLE LAM. LAMINATE SUSP. SUSPEND OR SUSPENDED CONN. CONNECTION FL. FLOOR PR. PAIR C5.0 CONSTRUCTION NOTES LAV. LAVATORY SYM. SYMMETRICAL CONST. CONSTRUCTION FLAM. FLAMMABLE PROJ. PROJECTION, PROJECT C5.1 CONSTRUCTION NOTES LB. POUND SHT. MTL. SHEET METAL CONT. CONTINUOUS FLASH. FLASHING PREFAB. PREFABRICATED C5.2 PIPC NOTES L.H. LEFT HAND SHEET CORR. CORRIDOR FLUOR. FLUORESCENT PT. POINT OR PAINT LIQ. LIQUID TOIL. TOILET CORRUG. CORRUGATED F.O.B. FACE OF BRICK P.T. PRESSURE TREATED C6.0 CIVIL DETAILS LOCKER T.B. TACKBOARD CTSK. COUNTERSUNK F.O.C. FACE OF CONCRETE LKR. P.T.D. PAPER TOWEL DISPENSER C6.1 PIPC DETAILS C7.0 PUBLIC ADA RAMP IMPROVEMENTS A0.0 GENERAL NOTES LEGEND: REFERENCE NOTES: NEW CONCRETE PAVEMENT, REFER TO CIVIL DRAWINGS, U.O.N. PAINTED MARKINGS, 12" TALL, TO READ AS 'COMPACT PARKING ONLY' NEW PUBLIC UTILITY EASEMENT 1. DIMENSIONS ARE TO FACE OF STUDS, FACE OF MASONRY AND FACE OF 1 19 CONCRETE, UNLESS OTHERWISE NOTED. ("CLEAR" DIMENSION IS TO FACE OF 2 PORTION OF EXISTING BUILDING TO BE REMODELED AND/OR EXTENDED. 20 EXISTING ACCESS GATE TO BE REMOVED AND REINSTALLED, REFER TO BUILDING FINISHED SURFACE). NEW ASPHALT PAVING, REFER TO CIVIL DRAWINGS REFER TO BUILDING PLAN PLANS, PAINT NEW BUILDING COLUMN/POST, REFER TO BUILDING PLANS 2. DRAWINGS ARE DIAGRAMMATIC ONLY AND SHOULD NOT BE SCALED. NOTIFY 4 5 3 21 NEW COVERED WALK OVERHANG, REFER TO BUILDING PLANS NEW CONCRETE CURB, REFER TO CIVIL DRAWINGS AND A1.3 A1.3 7 ARCHITECT OF ANY DISCREPANCIES OR QUESTIONABLE DIMENSIONS FOR PAINTED DIRECTION ARROW, REFER TO CIVIL DRAWINGS EXISTING COVERED WALK OVERHANG TO REMAIN, REFER TO BUILDING PLANS CLARIFICATION PRIOR TO PROCEEDING WITH AREA OF REQUIRED WORK. EXISTING CURB TO REMAIN, REFER TO CIVIL DRAWINGS AND 4 A1.3 22 5 NEW METAL TENSION TRELLIS/PRIVACY SCREEN, REFER TO LANDSCAPE 23 RELOCATED BIOHAZARD DROP OFF BOX, PROVIDE NEW 3'x3' CONCRETE PAD 3. EXISTING UNDERGROUND UTILITIES SHOWN FROM SURVEY. REFER TO CIVIL FOR NEW CONCRETE EXPANSION JOINT, REFER TO 3 MODIFICATIONS AND NEW WORK A1.3 NOT USED 24 NOT USED (N) NEW SIGN, REFER TO CIVIL DRAWINGS, 6 (RR) DESIGNATES REMOVE AND RELOCATE EXISTING ELECTRIC CAR CHARGING STATION TO BE RELOCATED, REFER TO EXISTING BUILDING TO REMAIN 25 7 ELECTRICAL DRAWINGS SD NEW STORM DRAIN, (E) DESIGNATES EXISTING TO REMAIN, EXISTING FENCE TO REMAIN 26 EXISTING SIDEWALK TO REMAIN, REFER TO LANDSCAPE DRAWINGS REFER TO CIVIL DRAWINGS 8 9 10 11 27 EXISTING LANDSCAPE AREA TO REMAIN, REFER TO LANDSCAPE DRAWINGS CURB RADII: 9 NEW FENCE WITH GATES AS SHOWN, REFER TO CB AD NEW CATCH BASIN AND/OR AREA DRAIN, (E) DESIGNATES A1.3 A1.3 A1.3 EXISTING TO REMAIN, REFER TO CIVIL DRAWINGS 28 NEW LANDSCAPE AREA , REFER TO LANDSCAPE DRAWINGS A 3'-0" RADIUS 10 EXISTING BIKE RACK TO REMAIN 29 FDC AND DRAIN, REFER TO CIVIL DRAWING B 5'-0" RADIUS 11 NEW 4" PAVING STRIPES 2 PROPERTY LINE C 8'-0" RADIUS, PER CITY STD. 30 NEW HANDICAPPED PARKING SIGN, REFER TO A1.3 12 EXISTING PARKING STRIPES TO BE REPAINTED 6 8 EASEMENT (EXISTING), U.O.N. NEW WHEEL STOPS, PAINT, REFER TO 31 NEW BOLLARD, REFER TO 13 A1.3 A1.3 14 EXISTING WHEEL STOPS TO REMAIN, REPAINT 1 32 NEW EXTERIOR STAIRS, REFER TO A7.0 HANDICAP ACCESSIBLE MARKINGS, REFER TO CIVIL DRAWINGS 1 15 A1.3 33 NEW BENCH, NIC 16 4" DIAGONAL STRIPING AT 12" o.c. 34 VISION CLEARANCE AREA

17 IRRIGATION DCA, SEE CIVIL DRAWINGS 35 PAINT CURB RED WITH LETTERING 'NO PARKING AT 30' o.c. 18 STREET CAN BE USED FOR CONSTRUCTION PURPOSES FOR THE DURATION OF THE PROJECT, APPLY FOR ROAD CLOSURE PERMITS AS REQUIRED

A E

65'-11" 209'-2" 19'-11"

46'-11" 19'-1" 64'-0" 6 EQUAL STALLS 22'-2" 6 EQUAL STALLS 15'-0" AT 9'-0" = 54'-0" AT 9'-0" = 54'-0"

O EXISTING ADJACENT BUILDING NO WORK 7 P P P IV IV OH OH OH L.P. L.P. L.P. L.P. L.P. L.P. L.P.

IV L.P. L.P. VLT (E) (E) (E) L.P. (E) (E)

TR (E) (E) (E) (E)

(E) N0°37'32"E 295.08' VLT X X X X TR PP. X X OH X OH X X OH OH X X X X X X X OH X X (E) OH X X OH OH PP. PP 8 60° 34 8 8 8 (E) (E) 30° 34 19'-9" OH TYP 11 13 19'-0" 11 11 27 19'-4" (25) CB 19'-0" SIGN

OH 16 16 (E) CB (E) (E) 7'-0" 11'-4" 10'-5" 35

46'-6" 6'-3" 8'-6" 7'-0"

TYP 43'-2" CLR OH 1 20'-0" SD 4'-2" 4 31 (8) W 14'-11" 20'-8" A1.2 (8) 3 31 22

SD 4 SD

OH A 1 1 1 1 1 1 B B

ONLY ONLY ONLY ONLY ONLY B ONLY

SD 3'-8"

PARKING PARKING PARKING PARKING PARKING PARKING

COMPACT COMPACT COMPACT COMPACT COMPACT 34 SD COMPACT 21 4 5'-3" 5'-3" DS CB

W 3 1 TRASH 1

3'-8" 13 25 SIGN SIGN 3 3 16 26 1 15 16 15 16 15 34 3'-8" X

CO 6'-11" ENCLOSURE (6) AD

(E) X

(E) (E) SD

5'-2" DS DS 11

OH OH

5'-0" MIN NW TYLER AVE SD 4 16 X 242.32' CO 16'-3" 5'-0" F.F.E. HB 11 13 SD 9 CO 18 AD X 242.42' 242.32' 2 (6) W (10) 13 2 (E) 10'-5" 28 242.17' NW POLK AVE (8) A1.2 SD 14 12 SD 45'-9" 26 DS (N) DN DS (N) 26 DS (N) 10

OH OH TYP

27 10'-5" DS (N) X EXISTING BASEMENT 242.12' 23 32 30 2 4'-11" W ACCESS FF = +/- 232.0'

N89°49'51"W 155.86' 18 SD In the event conflicts are discovered between the 11 25'-10" HB 19 original signed and sealed documents prepared by

OH OH 2 95'-7" 94'-9" the Architects and/or their Consultants, and any copy of the documents transmitted by mail, fax, 88'-8" 241.84' 242.01' DS electronically or otherwise, the original signed and (E) 2 DS sealed documents shall govern. GATE W GENERATOR CB X 1 20 (E)

(E) (E) DS DS DS 5'-10" SD 7'-0" 18'-5" 21'-8" 19'-0" S89°05'27"E 153.08' 28

OH OH EXISTING BUILDING JOB NO. 2016.0030

19 12 2 242.17 SD 46'-2" COMPACT 26 PARKING ONLY 242.10' DATE JAN 29, 2018 33'-0" W OH SD 5 F.F.E. 2 5 A1.2

5 OH OH WV RD 6 252.04' DRAWN 16 60° 242.20' (E) 28 26 (E) P

L.P. P SD SD SD

5 OH W (E) 28 WV DS DS DS 5 18 10 26 29 DS REVISIONS 28 CB 6'-6" (E) DN 2 CO (N) 28 (N) (E) SD SIGN 7'-11" 4 (E) DN (N) 02-12-18 REVISIONS (E) (E) (E) (E) VLT 1 (E) 34 33

SIGN DN OH

OH 28 10 19 (E) SS 02.-8-18 ADDENDUM NO. 1 P SS

OH SS SS 34 SD G W W OH (E) E E E E E 22'-4" 2

CB E E

W OH SIGN S0°05'01"W 293.09' L.P. 26 15'-9" 14'-8" 26 26 26 (E) G CB SS (E) W (E) CB (E) (E) (E) 17 C CB C 1

G W (E)

SS OH SS SS OH SS SS SS SS SS SS SS SS SS

G SS SS OH SS SS SS E E SS SS SS OH 3 (E) 4 W W OH A1.2 A1.2

NW 27TH ST

OH E E

G OH

OH OH OH

W CB WV (E) W (E) G G WV G G G W G W W W G G W G W G W G W G W W W W W W W W W W W W W W OH OH (E) OH OH OH OH OH OH PP OH OH OH OH OH OH OH OH OH OH OH OH PP OH OH (E) (E) OHWV (E) SIGN HYD OH W (E)WV (E) 1 (E) OH OH SIGN (E)

15'-1" 58'-11" 79'-8" 33'-4" 96'-2" 10'-5" 15'-4" BENTON COUNTY 74'-0" 209'-2" 25'-10" HEALTH CLINIC A E

530 NW 27TH STREET CORVALLIS, OREGON 97330 SITE PLAN - REMODEL

1 SCALE: 1"=20'-0" SHEET A1.1 GENERAL NOTES: SYMBOL LEGEND: REFERENCE NOTES: (NEW WORK) NEW CASEWORK OR COUNTERTOP, REFER TO ELEVATIONS 1. GENERAL NOTES APPLY TO ALL DRAWINGS. EXISTING CONCRETE WALL TO REMAIN EXISTING CONCRETE COLUMN TO REMAIN NEW ELECTRICAL PANEL, (E) DESIGNATES EXISTING TO REMAIN, 1 COL (E) (RR) IS EXISTING THAT IS RELOCATED, REFER TO ELECTRICAL EP NEW PLUMBING FIXTURE, REFER TO PLUMBING DRAWINGS DRAWINGS 2 2. DIMENSIONS ARE TO EXISTING FACE OF WALL, FACE OF NEW EXISTING WOOD FRAMED INTERIOR PARTITION WALL TO REMAIN NEW WOOD COLUMN, (E) DESIGNATES EXISTING TO REMAIN, FRAMING, AND FACE OF EXISTING CONCRETE UNLESS NOTED COL REFER TO STRUCTURAL DRAWINGS NEW HOSE BIBB, (E) DESIGNATES EXISTING TO REMAIN, REFER TO 3 SELECTIVE INFILL OF WALL, WALL FRAMING AND/OR FINISH TO MATCH OTHERWISE. NEW 2x4 WOOD STUD AT 16" o.c. HB PLUMBING DRAWINGS EXISTING WALL, NOTIFY ARCHITECT OF ANY DISCREPANCIES NEW STEEL COLUMN, (E) DESIGNATES EXISTING TO REMAIN, 4 FURNITURE, NIC 3. DRAWINGS ARE DIAGRAMMATIC ONLY AND SHOULD NOT BE SCALED. NEW 2x6 WOOD STUD AT 16" o.c. COL REFER TO STRUCTURAL DRAWINGS NEW FLOOR DRAIN, (E) DESIGNATES EXISTING TO REMAIN, REFER FD NOTIFY ARCHITECT IMMEDIATELY OF ANY DISCREPANCIES OR TO PLUMBING DRAWINGS 5 REFRIGERATOR OR FREEZER (NIC), REFER TO PLUMBING DRAWINGS FOR FE (RR) EXISTING FIRE EXTINGUISHER TO BE REINSTALLED QUESTIONABLE DIMENSIONS PRIOR TO PROCEEDING WITH AREA OF NEW 2x12 WOOD STUD AT 16" o.c. WATER CONNECTION AND ELECTRICAL DRAWINGS NEW DOWNSPOUT TO REMAIN, (E) DESIGNATES EXISTING QUESTIONABLE WORK. DS NO WORK, UNLESS OTHERWISE NOTED DOWNSPOUT TO REMAIN 6 NEW CONCRETE SLAB ON GRADE PER STRUCTURAL OVER NEW NEW FIRE EXTINGUISHER CABINET, (E) DESIGNATES EXISTING TO 4. REFER TO DIVISION 0110000 FOR LIST OF MATERIALS THAT ARE TO VAPOR BARRIER OVER NEW AGGREGATE FEC FEC (E) PATCH WALL WHERE PREVIOUS DEMO OCCURRED, FINISH TO MATCH EXISTING REMAIN RD NEW ROOF DRAIN, (E) DESIGNATES EXISTING TO REMAIN, REFER 7 BE SALVAGED FOR REUSE OR OWNER PROVIDED CONTRACTOR CONDITIONS TO PLUMBING DRAWINGS INSTALLED 8 REINSTALL TV WHERE NOTED WITH (RR)

123 NEW DOOR, FRAME AND HARDWARE REFER TO DOOR SCHEDULE # NEW WINDOW, REFER TO SCHEDULE ON A8.0 9 INFILL OPENING WITH NEW WOOD FRAMING AND FINISH TO MATCH EXISTING WALL NEW FLOOR BOX, (E) DESIGNATES EXISTING TO REMAIN, REFER EXISTING DOOR AND FRAME TO REMAIN, REFER TO DOOR FB TO PLUMBING DRAWINGS, REFER TO ELECTRICAL DRAWINGS PATCH AND PAINT WALL WHERE NEW WINDOW IS INSTALLED (E) SCHEDULE FOR NEW HARDWARE AS NOTED 10 11 CJ CONTROL JOINT 11 NEW STEEL EXTERIOR STAIR, GUARD AND HANDRAIL, REFER TO STRUCTURAL A8.4 DRAWINGS 12 NEW MANUAL OPERABLE PARTITION REFER TO SPECIFICATIONS

13 NEW DENTAL CHAIR, OFCI 14 NEW DENTAL CABINET, REFER TO ELECTRICAL AND MECHANICAL DRAWINGS, A B C D 15 RELOCATE ELECTRICAL EQUIPMENT, REFER TO ELECTRICAL DRAWINGS 3 135'-2" 16 INFILL OPENING IN FLOOR WITH 4" PLYWOOD, MAKE FLUSH SMOOTH SURFACE, PREP FOR NEW WORK 27'-8" 36'-0" 71'-6" 17 EXISTING LOUVER, PAINT 8" 18 NOT USED 3'-0" 4'-0" 4'-0" 4'-0" 4'-0" 4'-0" 4'-8" 5'-4" 10'-2" 5'-0" 10'-2" 5'-4" 7'-7" 9'-4" 23'-0" 9'-6" 1'-1" 5'-11" 14'-5" EXISTING DOOR AND FRAME TO REMAIN, PREP AND PAINT, PAINT ONLY DOOR R.O. R.O. 1'-0" R.O. R.O. 19 6" 8" 8" 1'-1" 10" FRAME AT SIM. CONDITIONS 3'-6" 3'-0" 6'-0" 3'-6" 1'-3" 3'-9" 3'-6" 6'-0" 4'-0" 3'-7" 6'-0" 2'-3" 1'-9" 6'-0" 4'-0" 6'-0" 5'-3" 4'-6" 3'-7" 5'-6" 5 20 NEW 8" GYPSUM WALLBOARD FINISH, ADHERE TO CONCRETE SUBSTRATE R.O. 4" 1'-7" 5" R.O. 5" R.O. R.O. R.O. R.O. 6" 9" 1'-1" 2" 21 NEW DOOR, EXISTING FRAME, PAINT FRAME ONLY, REFER TO DOOR SCHEDULE 4'-6" 1'-6"2'-0"1'-6"11"2'-3"1'-6" 1'-11" 5'-2" 2'-5"1'-7" 2'-7" 3'-5" 1'-5" 4'-7" 1'-9" 4'-3" 4'-9" 11" 2'-10" 4'-3" 22 EXISTING DOOR AND FRAME, NEW HARDWARE

A2.1.1 A2.1.2 EXISTING EQUIPMENT TO BE REINSTALLED, REFER TO MECHANICAL DRAWINGS 1 3 23 1 A3.2 A3.6 24 AREA OF NEW INFILL FRAMING AND FLOOR SHEATHING PER STRUCTURAL 20 A8.2 1 1 25 EXTEND WOOD SHEATHING TO MATCH STRUCTURAL SHEAR WALL 4"

4" 32 COL (E) MATCH LINE 26 REINSTALL BIKE RACK BAR, PROVIDE SOLID BACKING IN WALL, PAINT 1 DS (N) 119-2 (E) 1 COL 1'-8"

2'-8" PROVIDE RESILIENT CHANNELS AT 6'-0" o.c. THIS WALL 22 3" 4" 27 STAFF ℄ ℄ ℄ ℄ ℄ ℄ ℄ ℄ 10'-0" 10'-0" 10'-0" 10'-0" 10'-0" 10'-0" 10'-10" TV (OFCI) REFER TO ELECTRICAL, MOUNT CENTERED AT HEIGHT AS NOTED, 19 120 (E) 28 2 120 1 PROVIDE BACKING IN WALL 6'-0" 4'-0" R.O. COL 22 COL 1 29 PANIC BUTTON FEATURE REQUIRED AT STATION, REFER TO ELECTRICAL 1 NEW COPIER OR EQUIPMENT, REFER TO ELECTRICAL 15'-10" 15'-10" DS (N) DS (N) 30

4'-0" 32 1'-1" 1 A5.3 COL COL 3'-7" 2'-11" COL COL COL COL COL COL NEW TRAFFIC COATING OVER EXISTING CONCRETE, FLOAT EXISTING PROVIDER TYPE 32 31 ℄ CONCRETE WITH CONCRETE TOPPING MATERIAL AS NEEDED OFFICE OF 32 32 32 32 32 32 9 32 NEW STEEL COLUMN, PAINT 119 (8) 3 A8.3 32 4'-10" 1 2 1 1 1 4'-3" 6'-0" R.O. COL 125-1

4" REPLACE ALL ACCESSORIES AND FINISHES PER ELEVATIONS AND FINISH A4.2 33 SCHEDULE

2 6" 2 10" 27 EXAM 35 30 35 19 COL 4" RECONSTRUCT LOW WALL AFTER REMOVAL OF BRICK MASONRY IS COMPLETE HB 1 OFFICE 34 3'-1" 1'-2" A A8.2 1 3'-8" 29 121 122 LAB/BLOOD ENTRY 35 PROVIDE STEEL PLATE COVER (24" x 18" x 4") OVER ACCESS HOLE NECESSARY 1 2 2 1 1 2 30 FOR PLUMBING ACCESS 6'-4" 11 DRAW VESTIBULE A7.0 CG A5.0 3 122 10'-6" 30 123 9'-8" PONY WALL BELOW 2'-8" 125 36 3A 3 3 B 3 A5.0 30 PATCH 18"x18" GYPSUM WALLBOARD. FINISH TO MATCH EXISTING WALLS 15'-6" 15'-6" UP COL 37 1 1 123 5 124

2'-6" CG 1 COL 1'-2" 121 3 COL 119-1 COL COL STAIR NO. 3 38 ALTERNATE NO. 1, NEW DENTAL EQUIPMENT, OFCI 1 COL 128-1 8'-0" CJ COL PHLEB 2 093 CLINICAL FEC 128-2 RESTROOM 39 VENDING MACHINE, REINSTALL 6 1 4 128 A5.0 5'-0" 4'-4" 118 CORRIDOR A4.1 1 124 20 1 2 1 2 1 2 1 DN COL 40 DIGITAL PRINTED PROTECTIVE WALLCOVERING, FLOOR TO CEILING 116 125-2 3 CG COL COL COL COL COL 2 COL COL 3 3 5 " METAL STUD WALL AT 16" o.c. WITH RADIUS TOP AND BOTTOM TRACK AND CG 1 COL 41 8 4" DS (N) 3C 3C 3C 1 1'-7" 1

3'-2" 118 CJ EXAM 1 1 126 (E) NEG 4" FLEXIBLE GYPSUM WALLBOARD 1'-0" 2'-2" COL A5.0 A5.0 A5.0 CG 19

115 RESTROOM 27 WAIT PRESSURE 42 NEW OFCI, WALL MOUNTED X-RAY MACHINE, REFER TO ELECTRICAL 1 1 2 133 EXAM EXAM 117 COL 115 CRISIS/MTG 127 2 EXAM 4'-1" DRAWINGS, PROVIDE WOOD 4x IN WALL

DF 132 131 9'-9" CLINICAL 129 7 JANITOR 157 43 CONTRACTOR TO PROVIDE 4x4 BLOCKING FULL HEIGHT OF WALL, CENTERED 5'-7" 1'-6" 1'-6" 1'-6"

6'-7" ON DENTAL CHAIR FOR WALL MOUNTED DENTAL EQUIPMENT (OFCI) 129 117 CG 133 132 131 27 A8.4 126 2'-9" 1'-0" CG COL COL CG SIM EK (RR) CG CHASE 44 NEW PRIVACY CURTAIN AND TRACK ABOVE COL CG 18'-3" 18'-3" 10" 25 130 EP 5'-11" 5'-6" 1'-6" 5'-5" 3'-4" 5'-0" 2'-3" 1'-11" 5'-5" 1'-5" 4'-4" 2'-9" 7'-4" 10'-0" CG CORRIDOR COL COL 3'-1" FEC SIM DIRTY 1'-8" SUPPLY 2'-7" CORRIDOR 11" CG 19 40 COL (E) 1'-4" RD B 10 CG 15 8 7 166 5'-0"

5'-6" R5'-6" (2) 5'-2" 114 4 134 130 A5.0 (4) A5.1 A7.0 127 (E) 22 5'-4" 6" (E) 16 1 A8.4 2" COL COL RD (E) COL 18 36 COL CG 1 A COL 092 A5.2 CG 134 CG CG EXAM 2 2 COL CG 114 COL (E) 7 WEIGH-IN COL CG 1 CG In the event conflicts are discovered between the CG 1'-6" 171 original signed and sealed documents prepared by

3'-6" 090-1 (E) 101 CG 44 44 95'-7" 95'-7" 2 (E) COL 138 139 COL (E) 16 A5.1 136 the Architects and/or their Consultants, and any

2 2'-10" 1'-2"

CORRIDOR 137-1 1'-10" 1'-10" copy of the documents transmitted by mail, fax, WIC RESTROOM 1'-0" 4 113 4 electronically or otherwise, the original signed and 1'-5" EXAM 4 16 1 30 2 2 29 WIC 112 1 36 19 sealed documents shall govern. 1 A4.1 NURSE 4 STAIR NO. 2

2'-3" 2 107 EP LACT. HALL EXAM EXAM EXAM CG 5'-6" 1 PREP 092 7'-5"

2 140 100 101 102 CG 136 1 137 1 4

6'-0" 1 R.O. 5 2 3 ELEVATOR 16 1 138 112 135 3'-9" A5.1 A5.1 2 CG 090 CG 100 3 5 30 29 JOB NO. 2016.0030 4'-4" 3B 3B 3B 1 CG 1'-11" A5.1 2 102 107 A5.0 1 A5.0 A5.0 19 10 STAIR NO. 2 34 11"

2'-1" RD COL 1'-10" CG 5 A5.1 30 11 192 STOR 137-2 (E) CG CG FEC COL (E) RESTROOM EXAM UP 5'-1" DATE JAN 29, 2018

CORRIDOR 32 A5.1 172 9" 1'-4" 1 1 44 CG 1 RECEPT. 109 135 CHASE 1 A5.1 2 108 16 COL (E) 29 WAIT 7" 2'-6" CG RESTROOM 111 COL 3'-1" 6'-0" R.O. CG CG 103 141 1 DRAWN 110 FEC 147-2 14 RECEPTION 27 A4.2 MLH 3'-10" 109 A5.1 36 1'-7" 30 CG TRIAGE 147-1 140 105 EP UP 8" COL (E) 5 149 DN 1 36 8 1 2 10'-2" 3'-0" 8 STOR REVISIONS

2'-4" 1 29 WIC 1 RESTROOM COL 3 STAFF A8.4 A8.4 173 02-12-18 REVISIONS EXAM IMMUN- 5 4 29 142 5'-0" 1

1'-6" 4 STAIR NO. 4 STAIR NO. 4 147 7" IZATION 142 1 105 A5.1 2 4F CG (4) 02-28-18 ADDENDUM NO. 1 094 094 2 110 CG 1 6'-0" R.O. 1 194 111 5 A5.0 1 CG COL 4'-6" 46'-0" 46'-0" CORRIDOR (E) CG CG 3" 2 1'-3" 1 CG FEC 4 149 3" 10" 1'-7 2" 7" 3 148 17 7" COL (E) DF 4 36 4'-5" 1'-2" 1 1'-3" CG 3'-2" WAIT CG COL (E) 1 FEC CG 2'-0" 3'-4" 3'-8" 3'-4" 3'-8" 3'-4" 4'-4" 6'-10" 3'-4" 1'-0" 7'-10 2" 9'-10" 1'-2"2'-10" 6'-3" CG 4'-2" 11" 1'-10" 3'-0" CG F.V. A4.1 CG COL (E) 22 19 CG

CORRIDOR F.V. 104 2 CORRIDOR 150-2 150-3 13 COL (E) CG HALL SIM 188 (E) 1'-5" CG 150-1 1'-11" 2 1'-7" 5 A5.1 (4) 1 143 188

156 5'-0" 2'-7" 156 16 A CG 5 DN 5'-6" A5.0 4C 12 COL 6 1 3'-6" 29 1 29 4 (4) 1'-6" 6'-0" R.O.

28 3'-3" A5.0 A5.1 9 1'-1" CJ 2'-0" CG 3'-0" 1" A5.0 WAIT 7 TV 48" 150-4 1 1 A5.0 1 10"

7 3" 2'-9" 1'-5" A8.4 7 CG B 8 HALL 1 146 A8.4 CG CG CG CLINICAL 155 154 153 CG CG 4" 8 RD COL (E) A5.0 153 2 B 1'-2" 187

1'-0" SIM

CG 144 2'-11" 3 3 106 29 29 29 1'-6"

A I 4 2'-6" A3.2 COL MED. RECORDS 152 PHARMACY A3.2

A5.0 9" ELIGIBLITY 4" MC NURSES CLERK PHARM 1'-0" 16 4 A

150 145-2 1 CLINICAL 16 H 144 106 155 30 1'-0"

6'-0" 16 16 R.O. VEST. 4 4 B 7 4 6'-0" 5'-0" 154 30 16 A5.0 16 1 145 8'-0" COL (E) COL (E) 2 1 1 1 1 10" 2" 1'-9" COL

COL 2'-1" 5 RD 5 1 1 1 1 1 PHARM PHARM 1 2 COL COL 19 A2.1.2 OFFICE PACKING 9 14 9 A2.1.1 1 1 145-1 3 152 151 A8.1 A8.1 A8.1 A3.6 4 A3.2 A3.6 S.O.H. E 5" 5" A 6 4 A5.0 D A5.0 A5.0 G 7'-7" 7'-7"

1'-5" MATCH LINE 1'-10" 8" B 3" 1'-0" 1'-0" BENTON COUNTY 6'-0" 2'-0" 1'-10" 5'-4" 1'-8" 2'-4" 3'-2" 2'-10" 3'-3" 1'-9" 4'-7" 2'-1" 2'-11"1'-4" 4'-5" 6'-4" 2'-8" 2'-4" 1'-8" 8'-0" 6'-0" 3'-5" 4'-7" 2'-6" 3'-9" 5'-3" 1'-6"2'-10" HEALTH CLINIC 4" D.O.D. R.O. 4'-0" 0" 8'-0" 6'-0" 3'-8" 2'-4" 6'-0" 4'-0" 6'-0" 5'-0" 6'-0" 5'-0" 6'-0" 4'-0" 4'-0" 13'-0" 3'-6" 22'-0" 3'-6" 16'-10" R.O. R.O. R.O. R.O. R.O. R.O. R.O. R.O. 27'-8" 36'-0" 71'-6" 530 NW 27TH STREET 135'-2" CORVALLIS, OREGON 97330 A B C D SHEET FIRST FLOOR PARTIAL PLAN - REMODEL (SOUTH) 1 SCALE: 1/8"=1'-0" A2.1.1 GENERAL NOTES: SYMBOL LEGEND: REFERENCE NOTES: (NEW WORK) NEW CASEWORK OR COUNTERTOP, REFER TO ELEVATIONS 1. GENERAL NOTES APPLY TO ALL DRAWINGS. EXISTING CONCRETE WALL TO REMAIN EXISTING CONCRETE COLUMN TO REMAIN NEW ELECTRICAL PANEL, (E) DESIGNATES EXISTING TO REMAIN, 1 COL (E) (RR) IS EXISTING THAT IS RELOCATED, REFER TO ELECTRICAL EP NEW PLUMBING FIXTURE, REFER TO PLUMBING DRAWINGS DRAWINGS 2 2. DIMENSIONS ARE TO EXISTING FACE OF WALL, FACE OF NEW EXISTING WOOD FRAMED INTERIOR PARTITION WALL TO REMAIN NEW WOOD COLUMN, (E) DESIGNATES EXISTING TO REMAIN, FRAMING, AND FACE OF EXISTING CONCRETE UNLESS NOTED COL REFER TO STRUCTURAL DRAWINGS NEW HOSE BIBB, (E) DESIGNATES EXISTING TO REMAIN, REFER TO 3 SELECTIVE INFILL OF WALL, WALL FRAMING AND/OR FINISH TO MATCH OTHERWISE. NEW 2x4 WOOD STUD AT 16" o.c. HB PLUMBING DRAWINGS EXISTING WALL, NOTIFY ARCHITECT OF ANY DISCREPANCIES NEW STEEL COLUMN, (E) DESIGNATES EXISTING TO REMAIN, 4 FURNITURE, NIC 3. DRAWINGS ARE DIAGRAMMATIC ONLY AND SHOULD NOT BE SCALED. NEW 2x6 WOOD STUD AT 16" o.c. COL REFER TO STRUCTURAL DRAWINGS NEW FLOOR DRAIN, (E) DESIGNATES EXISTING TO REMAIN, REFER FD NOTIFY ARCHITECT IMMEDIATELY OF ANY DISCREPANCIES OR TO PLUMBING DRAWINGS 5 REFRIGERATOR OR FREEZER (NIC), REFER TO PLUMBING DRAWINGS FOR FE (RR) EXISTING FIRE EXTINGUISHER TO BE REINSTALLED QUESTIONABLE DIMENSIONS PRIOR TO PROCEEDING WITH AREA OF NEW 2x12 WOOD STUD AT 16" o.c. WATER CONNECTION AND ELECTRICAL DRAWINGS NEW DOWNSPOUT TO REMAIN, (E) DESIGNATES EXISTING QUESTIONABLE WORK. DS NO WORK, UNLESS OTHERWISE NOTED DOWNSPOUT TO REMAIN 6 NEW CONCRETE SLAB ON GRADE PER STRUCTURAL OVER NEW NEW FIRE EXTINGUISHER CABINET, (E) DESIGNATES EXISTING TO 4. REFER TO DIVISION 0110000 FOR LIST OF MATERIALS THAT ARE TO VAPOR BARRIER OVER NEW AGGREGATE FEC FEC (E) PATCH WALL WHERE PREVIOUS DEMO OCCURRED, FINISH TO MATCH EXISTING REMAIN RD NEW ROOF DRAIN, (E) DESIGNATES EXISTING TO REMAIN, REFER 7 BE SALVAGED FOR REUSE OR OWNER PROVIDED CONTRACTOR CONDITIONS TO PLUMBING DRAWINGS INSTALLED 8 REINSTALL TV WHERE NOTED WITH (RR)

13 NEW DENTAL CHAIR, OFCI 14 NEW DENTAL CABINET, REFER TO ELECTRICAL AND MECHANICAL DRAWINGS, D E 15 RELOCATE ELECTRICAL EQUIPMENT, REFER TO ELECTRICAL DRAWINGS 3 74'-0" 16 INFILL OPENING IN FLOOR WITH 4" PLYWOOD, MAKE FLUSH SMOOTH SURFACE, 8" 7" 7" 4" PREP FOR NEW WORK 5'-8" 6'-0" 2'-5" 6'-0" 4'-0" 8'-8" 4'-9" 6'-0" 4'-10" 4'-8" 6'-4" 5'-2" 6'-0" 1'-4" 17 EXISTING LOUVER, PAINT R.O. R.O. R.O. R.O. 6" 5" 18 NOT USED 5'-2" 5'-11" 1'-3" 2'-1"1'-11" 4'-4" 3'-0" 1'-10" 19 EXISTING DOOR AND FRAME TO REMAIN, PREP AND PAINT, PAINT ONLY DOOR FRAME AT SIM. CONDITIONS 5 20 NEW 8" GYPSUM WALLBOARD FINISH, ADHERE TO CONCRETE SUBSTRATE NEW DOOR, EXISTING FRAME, PAINT FRAME ONLY, REFER TO DOOR SCHEDULE 2 21 A3.2 22 EXISTING DOOR AND FRAME, NEW HARDWARE

A2.1.1 A2.1.2 23 EXISTING EQUIPMENT TO BE REINSTALLED, REFER TO MECHANICAL DRAWINGS 24 AREA OF NEW INFILL FRAMING AND FLOOR SHEATHING PER STRUCTURAL 25 EXTEND WOOD SHEATHING TO MATCH STRUCTURAL SHEAR WALL MATCH LINE 1 1 26 REINSTALL BIKE RACK BAR, PROVIDE SOLID BACKING IN WALL, PAINT 27 PROVIDE RESILIENT CHANNELS AT 6'-0" o.c. THIS WALL 28 TV (OFCI) REFER TO ELECTRICAL, MOUNT CENTERED AT HEIGHT AS NOTED, PROVIDE BACKING IN WALL 29 PANIC BUTTON FEATURE REQUIRED AT STATION, REFER TO ELECTRICAL NEW COPIER OR EQUIPMENT, REFER TO ELECTRICAL 15'-10" 15'-10" 30 COL (N) 31 NEW TRAFFIC COATING OVER EXISTING CONCRETE, FLOAT EXISTING CONCRETE WITH CONCRETE TOPPING MATERIAL AS NEEDED 32 NEW STEEL COLUMN, PAINT REPLACE ALL ACCESSORIES AND FINISHES PER ELEVATIONS AND FINISH 33 2 2 SCHEDULE 34 RECONSTRUCT LOW WALL AFTER REMOVAL OF BRICK MASONRY IS COMPLETE 1 ENTRY 35 PROVIDE STEEL PLATE COVER (24" x 18" x 4") OVER ACCESS HOLE NECESSARY FOR PLUMBING ACCESS VESTIBULE 125 36 PONY WALL BELOW PATCH 18"x18" GYPSUM WALLBOARD. FINISH TO MATCH EXISTING WALLS 15'-6" 15'-6" 1 37 1 38 ALTERNATE NO. 1, NEW DENTAL EQUIPMENT, OFCI 2 A3.7 RESTROOM RESTROOM A5.3 39 VENDING MACHINE, REINSTALL 160 161 31 DS (N) 1 1 DS (N) 1 DS (N) 1 40 DIGITAL PRINTED PROTECTIVE WALLCOVERING, FLOOR TO CEILING

3 3 5 41 3 8" METAL STUD WALL AT 16" o.c. WITH RADIUS TOP AND BOTTOM TRACK AND 4"

NEG 3A 2'-5" 1 EXAM 163 4" FLEXIBLE GYPSUM WALLBOARD PRESSURE A5.0 1 CLINICAL 159 2 42 NEW OFCI, WALL MOUNTED X-RAY MACHINE, REFER TO ELECTRICAL EXAM 1 2 EXAM HALL STAFF DRAWINGS, PROVIDE WOOD 4x IN WALL 158 30 1 10" 9'-1" 2

2 6'-0" 157 44 162 163 164 R.O. CONTRACTOR TO PROVIDE 4x4 BLOCKING FULL HEIGHT OF WALL, CENTERED 10'-1" 1 43 2 5'-2"

8" ON DENTAL CHAIR FOR WALL MOUNTED DENTAL EQUIPMENT (OFCI) 3A 2 160 161 1'-0" 3'-6" 1 1'-6" 44 NEW PRIVACY CURTAIN AND TRACK ABOVE 157 159 162 A5.0 158 164 18'-3" 18'-3" 1'-0" CJ CG CG 2'-6" 2 CG CORRIDOR 165 PROVIDER 3A 3A 2 7 3 3 5 166 3 2 OFFICE 10" 4'-0" 5'-0" A5.0 A5.0 29 2 R.O. A4.2 165 6" STAIR NO. 2 CJ EP CJ FEC 092 In the event conflicts are discovered between the 30 original signed and sealed documents prepared by 3'-4" 95'-7" 95'-7" 1'-6" 1'-6" 1'-6" the Architects and/or their Consultants, and any 170 169 167 171 2'-10" 2'-10" EXAM EXAM PROCEDURE 168 DIRTY 4 4 copy of the documents transmitted by mail, fax, 171 (RR) 170 169 167 electronically or otherwise, the original signed and 9 HB sealed documents shall govern. 1 2 1 2 2 1 1 2 A5.1 8 3A 3A CLINICAL 7'-6" 7'-6" A5.0 A5.0 168 JOB NO. 2016.0030

DS (N) DS (N) 172 (E) 1 1 35 35 35 1 26 35 1 DATE JAN 29, 2018

8'-1" 6'-0" 4'-0" 6'-0" 10'-0" 6'-0" 4'-0" 6'-0" 1'-0" 6'-3" STOR 8'-9" R.O. DS (N) R.O. DS R.O.(N) R.O.DS (N) 172 OFFICE DRAWN 6 174 MLH OFFICE 6 175 10 1

STOR 1'-10" EXAM EXAM AOD REVISIONS 4'-8" 6'-0" 173 6 R.O. 02-12-18 REVISIONS 177 178 179 1 2 02-28-18 ADDENDUM NO. 1 6 EP 6 6 6 6 46'-0" 46'-0" (E) 3'-9"

6'-6" EP 173 (E) (E) 176 (E) 178 (E) 174 (E) 179 (E) 1'-9" 175 (E) SIM 177 (E) 22 19 19 19 19 19 VEST 188 (E) SIM SIM 19 19 CORRIDOR 180-2 (E) 22 CLOSET RESTROOM CLOSET SIM SIM SIM 180 HALL 19 SIM SIM 188 180-1 (E) 5'-0" 4'-8" DN 189A 176 189B FE (RR) 19 143 SIM SIM SIM UP SIM SIM SIM STAIR NO. 1 SIM 189A (E) 19 19 19 19 19 19 19 191 2'-8" 2'-8" 183 (E) 184 (E) 182 (E) 186 (E) 187 (E) 185 (E) 181A (E) 3 CLINICAL EXAM EXAM EXAM EXAM OFFICE 3 A3.2 187 186 185 184 183 182 A3.2 AOD 6 ELIGIBLITY 181A CLOSET 6 6 6 6 6 FB (E) 11'-1" 11'-1" 144 6 181B HW (E)

10 10 10 10 10 10 2" 2" 10 181B (E)

5 DS (N) DS (N) DS (N) 5 13 13 13 14 13 13 14 A2.1.1 A2.1.2

2 A3.2 BENTON COUNTY MATCH LINE

1'-7" 1'-5" 5" 3" 1" 9" 8" 5" 1'-8" 8" HEALTH CLINIC 5'-2" 1'-6"1'-6"1'-7" 4'-5" 1'-11" 3'-1" 2'-10" 2'-9" 2'-11" 1'-7" 2'-5" 5'-4" 4'-7" 3'-8" 1'-9" 2"

2'-2" 6'-0" 3'-0" 6'-0" 5'-0" 6'-0" 4'-0" 4'-0" 4'-0" 6'-0" 5'-0" 6'-0" 4'-0" 4'-0" 4'-2" 4'-6" R.O. R.O. R.O. R.O. R.O. R.O. R.O. 530 NW 27TH STREET 74'-0" CORVALLIS, OREGON 97330 D E SHEET FIRST FLOOR PARTIAL PLAN - REMODEL (NORTH) 1 SCALE: 1/8"=1'-0" A2.1.2 GENERAL NOTES: SYMBOL LEGEND: REFERENCE NOTES: (NEW WORK) NEW CASEWORK OR COUNTERTOP, REFER TO ELEVATIONS 1. GENERAL NOTES APPLY TO ALL DRAWINGS. EXISTING CONCRETE WALL TO REMAIN EXISTING CONCRETE COLUMN TO REMAIN NEW ELECTRICAL PANEL, (E) DESIGNATES EXISTING TO REMAIN, 1 COL (E) (RR) IS EXISTING THAT IS RELOCATED, REFER TO ELECTRICAL EP NEW PLUMBING FIXTURE, REFER TO PLUMBING DRAWINGS DRAWINGS 2 2. DIMENSIONS ARE TO EXISTING FACE OF WALL, FACE OF NEW EXISTING WOOD FRAMED INTERIOR PARTITION WALL TO REMAIN NEW WOOD COLUMN, (E) DESIGNATES EXISTING TO REMAIN, FRAMING, AND FACE OF EXISTING CONCRETE UNLESS NOTED COL REFER TO STRUCTURAL DRAWINGS NEW HOSE BIBB, (E) DESIGNATES EXISTING TO REMAIN, REFER TO 3 SELECTIVE INFILL OF WALL, WALL FRAMING AND/OR FINISH TO MATCH OTHERWISE. NEW 2x4 WOOD STUD AT 16" o.c. HB PLUMBING DRAWINGS EXISTING WALL, NOTIFY ARCHITECT OF ANY DISCREPANCIES NEW STEEL COLUMN, (E) DESIGNATES EXISTING TO REMAIN, 4 FURNITURE, NIC 3. DRAWINGS ARE DIAGRAMMATIC ONLY AND SHOULD NOT BE SCALED. NEW 2x6 WOOD STUD AT 16" o.c. COL REFER TO STRUCTURAL DRAWINGS NEW FLOOR DRAIN, (E) DESIGNATES EXISTING TO REMAIN, REFER FD NOTIFY ARCHITECT IMMEDIATELY OF ANY DISCREPANCIES OR TO PLUMBING DRAWINGS 5 REFRIGERATOR OR FREEZER (NIC), REFER TO PLUMBING DRAWINGS FOR FE (RR) EXISTING FIRE EXTINGUISHER TO BE REINSTALLED QUESTIONABLE DIMENSIONS PRIOR TO PROCEEDING WITH AREA OF NEW 2x12 WOOD STUD AT 16" o.c. WATER CONNECTION AND ELECTRICAL DRAWINGS QUESTIONABLE WORK. DS NEW DOWNSPOUT TO REMAIN, (E) DESIGNATES EXISTING NO WORK, UNLESS OTHERWISE NOTED DOWNSPOUT TO REMAIN 6 NEW CONCRETE SLAB ON GRADE PER STRUCTURAL OVER NEW NEW FIRE EXTINGUISHER CABINET, (E) DESIGNATES EXISTING TO 4. REFER TO DIVISION 0110000 FOR LIST OF MATERIALS THAT ARE TO VAPOR BARRIER OVER NEW AGGREGATE FEC FEC (E) PATCH WALL WHERE PREVIOUS DEMO OCCURRED, FINISH TO MATCH EXISTING REMAIN RD NEW ROOF DRAIN, (E) DESIGNATES EXISTING TO REMAIN, REFER 7 BE SALVAGED FOR REUSE OR OWNER PROVIDED CONTRACTOR CONDITIONS TO PLUMBING DRAWINGS INSTALLED 8 REINSTALL TV WHERE NOTED WITH (RR)

13 NEW DENTAL CHAIR, OFCI 14 NEW DENTAL CABINET, REFER TO ELECTRICAL AND MECHANICAL DRAWINGS,

15 RELOCATE ELECTRICAL EQUIPMENT, REFER TO ELECTRICAL DRAWINGS

3 16 INFILL OPENING IN FLOOR WITH 4" PLYWOOD, MAKE FLUSH SMOOTH SURFACE, A B C D PREP FOR NEW WORK 135'-2" 17 EXISTING LOUVER, PAINT

27'-8" 36'-0" 71'-6" 18 NOT USED 19 EXISTING DOOR AND FRAME TO REMAIN, PREP AND PAINT, PAINT ONLY DOOR 24'-2" 11'-10" 25'-8" 45'-10" FRAME AT SIM. CONDITIONS 5 A2.3 A2.4 20 NEW 8" GYPSUM WALLBOARD FINISH, ADHERE TO CONCRETE SUBSTRATE 21 NEW DOOR, EXISTING FRAME, PAINT FRAME ONLY, REFER TO DOOR SCHEDULE 22 EXISTING DOOR AND FRAME, NEW HARDWARE 1 1 PARTIAL ROOF A3.2 A3.6 23 EXISTING EQUIPMENT TO BE REINSTALLED, REFER TO MECHANICAL DRAWINGS 24 AREA OF NEW INFILL FRAMING AND FLOOR SHEATHING PER STRUCTURAL 25 EXTEND WOOD SHEATHING TO MATCH STRUCTURAL SHEAR WALL 26 REINSTALL BIKE RACK BAR, PROVIDE SOLID BACKING IN WALL, PAINT 1 1 27 PROVIDE RESILIENT CHANNELS AT 6'-0" o.c. THIS WALL 28 TV (OFCI) REFER TO ELECTRICAL, MOUNT CENTERED AT HEIGHT AS NOTED, PROVIDE BACKING IN WALL 29 PANIC BUTTON FEATURE REQUIRED AT STATION, REFER TO ELECTRICAL 30 NEW COPIER OR EQUIPMENT, REFER TO ELECTRICAL NEW TRAFFIC COATING OVER EXISTING CONCRETE, FLOAT EXISTING 15'-10" 15'-10" 31 CONCRETE WITH CONCRETE TOPPING MATERIAL AS NEEDED 32 NEW STEEL COLUMN, PAINT REPLACE ALL ACCESSORIES AND FINISHES PER ELEVATIONS AND FINISH 33 SCHEDULE 2 2 34 RECONSTRUCT LOW WALL AFTER REMOVAL OF BRICK MASONRY IS COMPLETE 1 35 PROVIDE STEEL PLATE COVER (24" x 18" x 4") OVER ACCESS HOLE NECESSARY FOR PLUMBING ACCESS 36 PONY WALL BELOW SECOND FLOOR ROOF BELOW - 37 PATCH 18"x18" GYPSUM WALLBOARD. FINISH TO MATCH EXISTING WALLS REFER TO ROOF ALTERNATE NO. 1, NEW DENTAL EQUIPMENT, OFCI 15'-6" 15'-6" PLAN, A2.4 38 39 VENDING MACHINE, REINSTALL 40 DIGITAL PRINTED PROTECTIVE WALLCOVERING, FLOOR TO CEILING

5 41 3 8" METAL STUD WALL AT 16" o.c. WITH RADIUS TOP AND BOTTOM TRACK AND 1 3 3 4" FLEXIBLE GYPSUM WALLBOARD 42 NEW OFCI, WALL MOUNTED X-RAY MACHINE, REFER TO ELECTRICAL DRAWINGS, PROVIDE WOOD 4x IN WALL 43 CONTRACTOR TO PROVIDE 4x4 BLOCKING FULL HEIGHT OF WALL, CENTERED ON DENTAL CHAIR FOR WALL MOUNTED DENTAL EQUIPMENT (OFCI) 44 NEW PRIVACY CURTAIN AND TRACK ABOVE 15'-10" 15'-10" 18'-3" 18'-3"

19 COL (E) 300 (E) In the event conflicts are discovered between the COL (E) original signed and sealed documents prepared by 95'-7" 95'-7" the Architects and/or their Consultants, and any 2'-5" 2'-5" WH FS copy of the documents transmitted by mail, fax, 4 15 FS 4 electronically or otherwise, the original signed and TRANS- BOILER BOILER HWP (N) sealed documents shall govern. COL (E) FORMER 1 (N) (N) COL (E) 5'-0" 17 COL (E) 2 COL (E) 38 DECKING TO BE JOB NO. 2016.0030 REPAIRED FROM EP REMOVED DUCTWORK SECOND FLOOR ROOF BELOW - COL (E) COL (E) REFER TO ROOF DATE JAN 29, 2018

STAIR NO. 4 10'-1" CHASE PLAN, A2.4 EP 294

COL (E) DRAWN COL (E) MLH EF COL (E) DN COL (E) TU 17 5'-0" REVISIONS RD (E) COL (E) 02-12-18 REVISIONS (N) 1 CHASE TU (N) EF 02-28-18 ADDENDUM NO. 1 FIRST FLOOR 2'-6" 2 COL (E) RD (E) ROOF BELOW - TU 46'-0" 46'-0" REFER TO ROOF (N) COL (E) PLAN, A2.4 COL (E) 17 TU 5'-0" (N)

COL (E) COL (E) MECH 300 COL (E) COL (E) HB 10'-9" COL (E) TU COL (E) 3 (N) 3 A3.2 TU TU TU A3.2 VTR (E) (N) (N) (N) TU AIR COL (E) FS (N) COL (E) 17 HANDLER 5'-0" (N) COL (E) COL (E) EP 2" 5 2'-6" 5 A2.4 A2.3

1 1 2

A3.6 A3.2 A3.6 PARTIAL ROOF BENTON COUNTY 9'-2" 16'-6" HEALTH CLINIC

24'-2" 11'-10" 25'-8" 45'-10"

27'-8" 36'-0" 71'-6" 530 NW 27TH STREET 135'-2" CORVALLIS, OREGON 97330 A B C D SHEET MECHANICAL FLOOR PLAN - REMODEL 1 SCALE: 1/8"=1'-0" A2.3 GENERAL NOTES: SYMBOL LEGEND: REFERENCE NOTES:

NEW DOWNSPOUT, (E) DESIGNATES EXISTING TO REMAIN, REFER 1. GENERAL NOTES APPLY TO ALL DRAWINGS. 1 NEW STAINLESS STEEL CAP, REFER TO MECHANICAL DRAWINGS FOR NEW 12 HOLD BACK PARAPET FRAMING 3 FEET FROM HATCH FOR ACCESS DS TO PLUMBING DRAWINGS WORK 2. DIMENSIONS ARE TO EXISTING FACE OF WALL, FACE OF NEW CONNECT TO DOWNSPOUT NEW ROOF DRAIN/OVREFLOW DRAIN, (E) DESIGNATES EXISTING TO 2 NEW PRE-FINISHED STANDING SEAM METAL PARAPET CAP FLASHING 13 FRAMING, AND FACE OF EXISTING CONCRETE UNLESS NOTED OD RD REMAIN, REFER TO PLUMBING DRAWINGS ROUTE ROOF DRAIN THROUGHT WALL AS SHOWN OTHERWISE. 3 NEW SHEET METAL DUCTWORK EXPOSED ON ROOF PER MECHANICAL 14 VTR NEW VENT-THRU-ROOF, (E) DESIGNATES EXISTING TO REMAIN, DRAWINGS REFER TO PLUMBING DRAWINGS 15 EXISTING ANTENNA TO BE REINSTALLED, REFER TO ELECTRICAL DRAWINGS 3. DRAWINGS ARE DIAGRAMMATIC ONLY AND SHOULD NOT BE SCALED. NEW WOOD FRAMED PARAPET, REFER TO STRUCTURAL DRAWINGS, PROVIDE NOTIFY ARCHITECT IMMEDIATELY OF ANY DISCREPANCIES OR 4 NEW MEMBRANE ROOFING 3 PRE-FINISHED STANDING SEAM METAL PARAPET CAP FLASHING 16 PHOTOVOLTAIL RACK/RAIL SYSTEM, SHOWN IN MODULES FOR 3 OR 4 14 QUESTIONABLE DIMENSIONS PRIOR TO PROCEEDING WITH AREA OF PANELS. 2 RAILS PER MODULE. EACH RAIL SECURED TO ROOF PER A8.3 QUESTIONABLE WORK. A3.3 5 EXISTING ROOFING TO REMAIN, CLEAN UP DEBRIS, POWER WASH PRIOR TO COMPLETION OF JOB 17 EXHAUST ROOF JACK PER MECHANICAL DRAWINGS 4. REFER TO DIVISION 0110000 FOR LIST OF MATERIALS THAT ARE TO 6 NEW SOLAR PANEL ARRAY, REFER TO ELECTRICAL DRAWINGS BE SALVAGED FOR REUSE OR OWNER PROVIDED CONTRACTOR NEW HVAC EQUIPMENT, (E) DESIGNATES EXISTING TO REMAIN, NEW GALV. STEEL CANOPY, REFER TO STRUCTURAL DRAWINGS, PAINT ALL INSTALLED REFER TO MECHANICAL DRAWINGS 7 SIDES SURFACES NEW EXHAUST FAN, (E) DESIGNATES EXISTING TO REMAIN, REFER 8 EQUIPMENT PANEL, REFER TO ELECTRICAL DRAWINGS TO MECHANICAL DRAWINGS 3 NEW TAPERED INSULATION CRICKET 9 A3.3 EF 13 14 TOP OF PARAPET 10 THRU WALL SCUPPER TO COLLECTOR HEAD AND DOWNSPOUT, T.P. DRAIN ONTO ROOF BELOW AT SIM CONDITION A8.2 A8.2 11 NEW SHEET METAL GUTTER NEW TWO WAY AIR VENT AV 1 PV NEW PLENUM VENT A B C D E 209'-2"

27'-8" 36'-0" 71'-6" 74'-0"

50'-6" 21'-0" 4'-4" 69'-8"

7 1 3 2 A8.2 A3.2 A3.6 A3.2 23'-1" T.P.

23'-1" T.P. HVAC (N) HVAC (N) 1 VTR (E) HVAC (N) 1 10 4 HVAC (N) PV OD RD 7 PV 5'-6" HVAC (N) PV (E) SLOPE (E) SLOPE 25'-8" T.P. HVAC (N) 7 23'-1" T.P. HVAC (N) VTR (E) A8.2 15'-10" 15'-10" PV 10 10 6'-0" 7 9 SECOND A8.2 AV HVAC (N) FLOOR ROOF HVAC (N) VTR (E) VTR (E) VTR (E) 7 4'-4" 2 2 HVAC (N) 3 PV PV HVAC (N) PV 4 A8.3 PV TYP 9 VTR (E) 9 VTR (E) HVAC (N) VTR (E) 4 PV 7

HVAC (N) (E) SLOPE 9 3 5 3 HVAC (E) 5 A8.2 14'-6" 15'-6" 15'-6" EF (E) HVAC (N) AV AV EF (E) HVAC (N) 25'-8" 1 PV 7 HVAC (N) T.P. PV PV PV PV PV PV PV A8.2 A3.7 3 PV 1'-0" 10 10 14'-1" 10 10 A8.3 TYP HVAC (N) VTR (E) VTR (E) T.P. 3 PV HVAC (N) 3 HVAC (N) VTR (E) VTR (E) ALTERNATE NO. 1, REFER TO 9 HVAC (N) MECHANICAL DRAWINGS 9 VTR (E) HVAC (N) 14'-1" T.P. VTR (E) PV 4 17 PV 9 HVAC (N) 13 AV 5 PV CHIMNEY (E) VTR (E) PV VTR (E) VTR HVAC (N) (E) SLOPE VTR (E) SECOND 4 HVAC (N) 6 AV VTR (E) EF (N) FIRST VTR (E) FLOOR HVAC (N) HVAC (N) ROOF 9 FLOOR 18'-3" 18'-3" PV 1 PV 5 ROOF PV PV PV VTR (E) VTR (E) A8.4 (E) SLOPE 15 HVAC (N) VTR (E) HVAC (N) 14'-1" AV VENTILATOR (E) BELOW AV 3 T.P. 7 RD SIM RD (E) AV PV A8.2 RD 95'-7" 9 In the event conflicts are discovered between the PV PV PV PV PV VTR PV original signed and sealed documents prepared by 6 8 PV 95'-7" the Architects and/or their Consultants, and any copy of the documents transmitted by mail, fax, 4 ELEVATOR VTR (E) 4 electronically or otherwise, the original signed and 2 5 VTR (E) sealed documents shall govern. PV ROOF 9 PV PV VTR (E) PV 10 VTR (E) 17 4 PV HVAC (N) HVAC (N) PV 3 (E) SLOPE VTR 15 4 PV PV PV 8 (E) SLOPE JOB NO. 2016.0030 VTR (E) A8.2 AV 2 AV RD 4 GATED 20

OD (E) SLOPE 10 PV ROOF VTR (E) PV 11 A8.3 PV AV VTR ALLEY DATE JAN 29, 2018 AV HVAC (N) SIM LADDER 10 BELOW 10 DS 23'-1" DS 16 16 5 (E) SECOND 10 HVAC (N) T.P. DS 16 PV FLOOR HVAC (E) 4 5 VTR (E) DRAWN PV ROOF PV VTR (E) PV VTR (E) MLH VTR VTR (E) 23'-1" PV VTR (E) T.P. CRICKET (E) AV PV AV REVISIONS 9 TYP RD (E) HVAC (N) 3 PV RD (N) 4 02-28-18 ADDENDUM NO. 1 16 8 VTR (E) SECOND 1 HVAC (N) FLOOR A8.3 TYP 4 (E) SLOPE 5 (E) SLOPE HVAC (N) ROOF VTR (E) (E) SLOPE 7 46'-0" 46'-0" (E) SLOPE RD (E) A8.2 CRICKET (E) HVAC (N) PV PV PV PV PV PV PV PV VTR PENTHOUSE (E) SLOPE SECOND PV HVAC (E) HVAC (E) HVAC (E) HVAC (E) PV ROOF FLOOR HVAC (N) PV PV ROOF HVAC (N) VTR (E) 5 HB PV PV PV 16 5 AV VTR (E) VTR (E) ROOF AV 5 2' CURB/PLATFORM (E) FIRST 5 HVAC (N) ACCESS 2 HVAC (N) HVAC (N) HVAC (N) FLOOR AV 1 (E) PV RD OD ROOF 10 A8.4 VTR (E) (E) SLOPE PV PV PV PV PV 12 3 AV 1 3 A3.2 SIM BELOW A8.4 A3.2 PV PV PV 14 PV 4 3 VTR (E) VTR (E) BELOW 7 5 PV PV 22'-8" 9 4 9 A8.3 PV A8.1 T.P. HVAC (N) TYP VTR (E) 4 SIM 4 (E) SLOPE AV AV 9 4 (E) SLOPE 2 HVAC (N) VTR (E) VTR (E) 2 RD (N) VTR (E) VTR (E) VTR (E) VTR (E) VTR (E) 5 RD (N) 5 14'-1" 10 10 10 T.P. 23'-1" 7 T.P. 7 15 25'-8" 25'-8" 7 1'-2" A8.2 A8.2 A8.2 T.P. T.P. 5'-0" A8.2 2 1 1 A8.4 2 A3.6 A3.2 A3.2 7 BENTON COUNTY 2 A3.6 HEALTH CLINIC

28'-8" 23'-0" 19'-10"

27'-8" 36'-0" 71'-6" 74'-0" 530 NW 27TH STREET 209'-2" CORVALLIS, OREGON 97330 A B C D E SHEET OVERALL ROOF PLAN - REMODEL 1 SCALE: 1/8"=1'-0" A2.4 1 1 2 2 3 3 A3.6 A3.2 A3.6 A3.2 A3.1 A3.1 A B A C 15 15 D B E A8.2 A8.2

2 7 1'-0" A8.2 SIM 7 3 TYP 18 7 1'-0" 5 2 1'-0" TYP A8.2 A8.2 A8.2 A8.2 TYP 1 25'-8" TYP 14 7 2 1 T.P. 11 2 11 11 2 1 CLR 1 A8.2 1 23'-1" CJ 23'-1" T.P. T.P. 14 20'-5" 15 MACHINE ROOM CLR 4 CLR 1 19'-0": 7 3 B.O. TRIM A8.2 A8.2 17'-6" 2 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 TYP T.O. HEAD 14'-1" T.P. 18 18 14 14 14 14 14 A8.2 A8.2 10'-4-1/2" CJ CLR 3 CLR 3 CJ CJ CLR 3 CLR 3 CLR 3 CJ 9'-10" SECOND FLOOR CJ CJ SECOND FLOOR 7'-0" 14 14 14 7'-0" T.O. HEAD CLR 2 CLR 3 CLR 3 T.O. HEAD 3 3 3 3 3 3 3 3 3 3 3'-0" 3'-0" B.O. SILL 14 14 T.O. TRIM 0'-0" EJ EJ EJ EJ CLR 2 EJ EJ EJ CLR 2 EJ EJ EJ -0'-2" FIRST FLOOR FIRST FLOOR 3 1 1 3 3 1 3 8 18 5 19 3 4 6 18 TYP TYP 12 TYP TYP A8.2 A8.2 A8.2 A8.2 A8.2 SIM A8.2

10 EXISTING EAST ELEVATION - REMODEL A8.2

1 SCALE: 1/8"=1'-0"

SYMBOL LEGEND:

EJ EXPANSION JOINT (VERTICAL) 4 3 A8.2 1 A3.1 CJ CONTROL JOINT (HORIZONTAL) C A8.2 3 A3.2 T.P. TOP OF PARAPET 5 15 4 3 2 1 A8.2 OD OVERFLOW DRAIN PER PLUMBING DRAWINGS CLR 1 COLOR 1, REFER TO SPECIFICATIONS 6 2 6 10 6 2 6 CLR 2 COLOR 2, REFER TO SPECIFICATIONS 7 16 7 12 CLR 3 COLOR 3, REFER TO SPECIFICATIONS EJ EJ A8.2 A8.2 1 A8.2 A8.2 CLR 4 COLOR 4, REFER TO SPECIFICATIONS 14 25'-8" CLR 1 1 2 2 1 25'-8" T.P. T.P. REFERENCE NOTES: 2 23'-1" 11 23'-1" 1 COMPOSITE WALL PANEL T.P. 15 T.P. 11 17 20'-5" PRE-FINISHED METAL PARAPET CAP FLASHING A8.2 CLR 4 2 MACHINE ROOM 3 WINDOW PER PLAN 1 14 OD 3 2 STEEL CANOPY, PAINT, REFER TO STRUCTURAL DRAWINGS 17'-6" A8.2 4 CLR 1 3 3 14 TYP In the event conflicts are discovered between the T.O. HEAD 3 A3.7 3 3 CLR 1 5 18" TALL CAST METAL LETTERS, 12" AT SIM. CONDITION original signed and sealed documents prepared by 14 14'-1" the Architects and/or their Consultants, and any 3 EJ T.P. EXISTING METAL LOUVER, PAINT copy of the documents transmitted by mail, fax, A8.2 CLR 1 6 electronically or otherwise, the original signed and sealed documents shall govern. 17 10'-4-1/2" EXISTING METAL GATE, REMOVED AND REINSTALL, PAINT 9'-10" 7 CJ SECOND FLOOR SECOND FLOOR 14 8 NEW STEEL COLUMN, PAINT 7'-0" 2 CLR 1 9 NEW STEEL STAIR, PAINT, REFER TO STRUCTURAL DRAWINGS JOB NO. 2016.0030 T.O. HEAD 20 15 14 10 EXTERIOR EQUIPMENT PANELS REFER TO ELECTRICAL DRAWINGS CLR 4 3'-0" CLR 2 13 14 THRU WALL SCUPPER AND COLLECTOR HEAD AND DOWNSPOUT 11 A8.2 A8.2 DATE JAN 29, 2018 T.O. TRIM 14 LIGHT, PER ELECTRICAL DRAWINGS -0'-2" EJ CLR 2 EJ EJ EJ EJ 0'-0" 12 FIRST FLOOR FIRST FLOOR 13 CAMERA, REFER TO ELECTRICAL DRAWINGS DRAWN MLH 18 10 4 3 7 1 3 10 3 4 1 3 14 COMPOSITE WALL PANEL, TYPE A A8.2 A8.2 A8.2 15 COMPOSITE WALL PANEL, TYPE B REVISIONS 02-12-18 REVISIONS 16 CAST IRON DOWNSPOUT RECEIVER TUP TO 7'-0", REFER TO PLUMBING 1 DRAWINGS 2 02-28-18 ADDENDUM NO. 1 EXISTING NORTH ELEVATION - REMODEL 17 PRE-FINISHED ALUMINUM TRIM 18 6" TALL CAST METAL LETTERS 2 SCALE: 1/8"=1'-0" 19 EXISTING FIBER OPTICS TO REMAIN, PAINT TO MATCH PANELS

2 20 LIGHT, REFER TO ELECTRICAL DRAWINGS

2 E A3.2

2 11 3 11 2 3 11 3 23'-1" 23'-1" T.P T.P

2 A3.2 14 CLR 1 18 9 A8.2 A8.2 14 10'-4-1/2" CJ 10'-4-1/2" CJ CLR 1 CJ 9'-10" SECOND FLOOR SECOND FLOOR SECOND FLOOR BENTON COUNTY 2 14 3 3 2 HEALTH CLINIC A8.2 CLR 1 A8.2 A8.2 A8.2

14 EJ 14 EJ 14 14 EJ EJ 0'-0" CLR 2 0'-0" CLR 2 0'-0" CLR 2 FIRST FLOOR FIRST FLOOR FIRST FLOOR 530 NW 27TH STREET CORVALLIS, OREGON 97330 3 11 3 1 8 3 11 1 1 6 18 A WEST SIM A8.2 SIM C SOUTH A EAST A8.2 A8.2 SHEET EXISTING ALLEY ELEVATIONS - REMODEL 3 SCALE: 1/8"=1'-0" A3.0 3 A3.1 D 2 1 1 A3.2 A3.6 A3.2 E D C B A 16 A8.2 2 7 17 7 7 A8.2 A8.2 A8.2 A8.2 1 5 11 2 1 7 25'-8" 1 SIM 11 A8.2 11 2 11 1 12 11 2 1 A8.2 T.P. 23'-1" 11 23'-1" 2 EJ EJ T.P. T.P. 14 2 2 2 14 CLR 1 20 20 20 11 3 15 CLR 1 CLR 4 3 7 17'-6" 14 14 14 14 A8.2 A8.2 2 3 3 3 T.O. HEAD CLR 1 CLR 1 14'-1" 3 3 3 3 3 3 3 3 3 3 3 3 3 CLR 1 CLR 1 14'-1" T.P. T.P. 2 2 17 8 8 11 11 CJ CJ CJ 10'-4-1/2" 20 14 20 10'-4-1/2" SECOND FLOOR SECOND FLOOR 3 CLR 1 14 7'-0" A8.2 14 CLR 2 2 13 T.O. HEAD CLR 1 15 14 20 3 CLR 4 14 3 CLR 2 3 14 A8.2 3 3 3 CLR 2 3 3 3'-0" CLR 2 T.O. TRIM 0'-0" EJ EJ EJ EJ EJ EJ EJ EJ 0'-0" FIRST FLOOR FIRST FLOOR 3 8 16 1 16 3 8 4 3 1 19 8 1 11 3 8 8 9 3 A8.2 A8.2 A8.2 1 16 A3.7 BEYOND

EXISTING WEST ELEVATION - REMODEL

1 SCALE: SYMBOL LEGEND:

EJ EXPANSION JOINT (VERTICAL) 4 A8.2 1 CJ CONTROL JOINT (HORIZONTAL) A8.2

T.P. TOP OF PARAPET

OD OVERFLOW DRAIN PER PLUMBING DRAWINGS 3 A3.2 CLR 1 COLOR 1, REFER TO SPECIFICATIONS 1 2 3 4 5 CLR 2 COLOR 2, REFER TO SPECIFICATIONS 15 CLR 3 COLOR 3, REFER TO SPECIFICATIONS A8.2 1 2 CLR 4 COLOR 4, REFER TO SPECIFICATIONS

10 EJ EJ REFERENCE NOTES: 7 14 COMPOSITE WALL PANEL A8.2 1 11 1 2 11 1 CLR 1 11 2 PRE-FINISHED METAL PARAPET CAP FLASHING 23'-1" 23'-1" 3 WINDOW PER PLAN T.P. T.P. 11 3 4 STEEL CANOPY, PAINT, REFER TO STRUCTURAL DRAWINGS 14 14 14 A8.2 19'-0": 3 7 5 18" TALL CAST METAL LETTERS, 12" AT SIM. CONDITION 2 B.O. TRIM CLR 1 CLR 1 CLR 1 A8.2 20 2 17'-6" 6 EXISTING METAL LOUVER, PAINT T.O. HEAD 3 3 3 3 3 3 3 3 EXISTING METAL GATE, REMOVED AND REINSTALL, PAINT 3 3 4 14'-1" 7 A8.2 T.P. NEW STEEL COLUMN, PAINT 2 2 8 NEW STEEL STAIR, PAINT, REFER TO STRUCTURAL DRAWINGS 10'-4-1/2" 20 OD OD 20 9 SECOND FLOOR EJ 18 10 EXTERIOR EQUIPMENT PANELS REFER TO ELECTRICAL DRAWINGS 2 7'-0" 13 14 11 THRU WALL SCUPPER AND COLLECTOR HEAD AND DOWNSPOUT 20 T.O. HEAD A8.2 A8.2 14 14 In the event conflicts are discovered between the 20 12 LIGHT, PER ELECTRICAL DRAWINGS original signed and sealed documents prepared by CLR 2 CLR 2 the Architects and/or their Consultants, and any A8.2 3'-0" copy of the documents transmitted by mail, fax, 13 CAMERA, REFER TO ELECTRICAL DRAWINGS T.O. TRIM electronically or otherwise, the original signed and sealed documents shall govern. COMPOSITE WALL PANEL, TYPE A 0'-0" EJ EJ EJ 0'-0" 14 FIRST FLOOR FIRST FLOOR 15 COMPOSITE WALL PANEL, TYPE B 11 2 3 9 8 3 1 3 10 3 16 CAST IRON DOWNSPOUT RECEIVER TUP TO 7'-0", REFER TO PLUMBING JOB NO. 2016.0030 A8.2 A8.2 INSIDE DRAWINGS A8.2 SIM 17 PRE-FINISHED ALUMINUM TRIM DATE JAN 29, 2018 18 6" TALL CAST METAL LETTERS 19 EXISTING FIBER OPTICS TO REMAIN, PAINT TO MATCH PANELS EXISTING SOUTH ELEVATION - REMODEL DRAWN 2 20 LIGHT, REFER TO ELECTRICAL DRAWINGS MLH 2 SCALE: 1/8"=1'-0" REVISIONS 1 02-12-18 REVISIONS B D 5 D 2 02-28-18 ADDENDUM NO. 1

1'-0" 1'-0"

VARIES VARIES VARIES 29'-10" SEE SEE SEE T.P. WINDOW FLOOR WINDOW PANEL NOTES: TYPES PLAN TYPES 1. TYPICAL PANEL SIZE: 18"x72" 25'-8" 25'-8" 25'-8" 1 T.P. T.P. T.P. 2. CUT PANELS TO BE NO LESS THEN 2 THE 18" HEIGHT 23'-1" 23'-1" 23'-1" 23'-1" 3. PANEL TRIMS PER SPECIFICATIONS

T.P. T.P. T.P. T.P. 5'-2" 4. INFILL TRIM PEICES PER DETAILS 20'-5" 5. REFER TO FLOOR PLANS FOR SPACING OF WINDOWS FOR PANEL WIDTHS. 19'-0" B.O. TRIM 19'-0" B.O. TRIM MACHINE ROOM 6. VERTICAL AND HORIZONTAL JOINTS TO ALIGN, TYP.

17'-6" 17'-6" 17'-6" 17'-6" 3'-0" 7. REFER TO OVERALL ELEVATIONS FOR LOCATION OF PANEL TYPE AND COLOR T.O. HEAD T.O. HEAD T.O. HEAD T.O. HEAD LOCATIONS

14'-1" 3'-0" T.P. 9" H 9" H 9" H 9" H 9" H

10'-4 1/2" 10'-4 1/2" 10'-4 1/2" 5'-9" 9'-10" SECOND FLOOR SECOND FLOOR SECOND FLOOR SECOND FLOOR 7'-0" 7'-0" 7'-0" 7'-0" T.O. HEAD T.O. HEAD T.O. HEAD T.O. HEAD 5'-9"

3'-0" 9" H 9" H 9" H 9" H 3'-0" 9" H 3'-0" 9" H 9" H 9" H 9" H 3'-0" 9" H 9" H BENTON COUNTY T.O. TRIM T.O. TRIM T.O. TRIM T.O. TRIM

0'-0" 0'-0" -0'-2" 0'-0" 3'-0" HEALTH CLINIC FIRST FLOOR FIRST FLOOR FIRST FLOOR FIRST FLOOR INFILL TRIM/ INFILL FLASHING TRIM/ AT FLASHING UNDERSIDE 530 NW 27TH STREET LOWER OF SOFFIT CORVALLIS, OREGON 97330 EXISTING A B FOUNDATION C D LINE SHEET PARTIAL ELEVATIONS - PANEL LAYOUT 3 SCALE: A3.1 A B B E

23'-1" T.O. PARAPET NEW PRE-FINISHED SHEET METAL CAP FLASHING

NEW MEMBRANE ROOFING 7 A8.2 NEW PARAPET FRAMING PER STRUCTURAL 14'-1" T.O. PARAPET NEW PRE-FINISHED SHEET METAL CAP FLASHING

7 NEW MEMBRANE ROOFING A8.2 EXISTING SHEATHING AND NEW PARAPET FRAMING PER ROOF FRAMING TO REMAIN STRUCTURAL 23'-1" NEW PRE-FINISHED SHEET T.O. PARAPET METAL CAP FLASHING EXISTING ROOF BEAMS AND FRAMING TO REMAIN NEW MEMBRANE ROOFING 3 7 NEW PARAPET FRAMING PER EXISTING 1x1 CEILING TO REMAIN A8.3 TYP A8.2 STRUCTURAL EXISTING SHEATHING AND 3 ROOF FRAMING TO REMAIN A8.3 EXISTING ROOF AND FLOOR TYP FRAMING TO REMAIN 10'-4-1/2" 3 10'-4-1/2" SECOND FLOOR A8.3 TYP SECOND FLOOR 20'-6" EXISTING EXTERIOR WALL, MECH. PENTHOUSE MINOR RENOVATION 1 A3.4

REINSTALL ROOF INSULATION WITH NEW CEILING 6" 6" 6" EXISTING 1x1 TILE AND PLASTER SUBSTRATE TO BE REMOVED PER RCP NEW SUSPENDED ACOUSTICAL REINSTALL ROOF INSULATION TILE CEILING WITH NEW CEILING 1

NEW SUSPENDED NEW SUSPENDED ACOUSTICAL ACOUSTICAL CEILING TILE TILE CEILING 3 NEW WALL INFILL A3.3

3 EXISTING INTERIOR WALL, TYP. NEW WALL INFILL 5 A3.3 · NEW 8" GYPSUM WALLBOARD · EXISTING WOOD STUD FRAMING TO REMAIN 5 · NEW 8" GYPSUM WALLBOARD 3 EXISTING EXTERIOR WALL A3.3

1 1 A8.2 A8.4 EXISTING ASPHALT PAVING PER CIVIL 9'-10" SECOND FLOOR EXISTING CONCRETE FOUNDATION TO REMAIN EXISTING CONCRETE SLAB TO REMAIN EXISTING FLOOR FRAMING AND SHEATHING TO REMAIN EXISTING CONCRETE SLAB TO REMAIN 2 2ND FLOOR ASSEMBLY A3.3

0'-0" 0'-0" FIRST FLOOR 10'-4-1/2"

FIRST FLOOR SECOND FLOOR In the event conflicts are discovered between the original signed and sealed documents prepared by EXISTING 1x1 CEILING TO REMAIN the Architects and/or their Consultants, and any 10 copy of the documents transmitted by mail, fax, electronically or otherwise, the original signed and A8.2 SIM sealed documents shall govern.

JOB NO. 2016.0030 6"

6" DATE JAN 29, 2018

DRAWN NEW SUSPENDED ACOUSTICAL MLH, TDB TILE CEILING 1 EXISTING BASEMENT WALL EXISTING EXTERIOR WALL, REVISIONS A3.3 MINOR RENOVATION 1 1 02-12-18 REVISIONS A3.4

EXISTING SHEATHING AND FRAMING TO REMAIN

EXISTING CONCRETE PAVING TO REMAIN

-0'-2" FIRST FLOOR

10 A8.2 EXISTING CONCRETE EXISTING CONCRETE FOUNDATION FOUNDATION TO REMAIN AND SLAB TO REMAIN BENTON COUNTY

-10'-4" HEALTH CLINIC BASEMENT

530 NW 27TH STREET CORVALLIS, OREGON 97330

SHEET WALL SECTION WALL SECTION - LOWER WALL SECTION - UPPER WALL SECTION 1 2 3 4 SCALE: 3/4"=1'-0" SCALE: 3/4"=1'-0" SCALE: 3/4"=1'-0" SCALE: 3/4"=1'-0" A3.5 GENERAL NOTES: SYMBOL LEGEND: REFERENCE NOTES: (NEW WORK)

1. GENERAL NOTES APPLY TO ALL DRAWINGS. 1 STEEL CANOPY, PAINT NEW 1'x1' ACOUSTICAL CEILING TILE NEW LIGHT FIXTURES AT SUSPENDED ACOUSTICAL CEILING NEW HVAC (EXHAUST, DIFFUSER, RETURN AIR). REFER TO HVAC SYSTEM . REFER TO ELECTRICAL DRAWINGS DRAWINGS PLASTER SUBSTRATE AND ALL FURRING AND 5 2. DIMENSIONS ARE TO EXISTING FACE OF WALL, FACE OF NEW 2 SUSPENDED 8" GYPSUM BOARD CEILING FINISH FRAMING, AND FACE OF EXISTING CONCRETE UNLESS NOTED WOOD SUPPORT FRAMING, REFER TO OTHERWISE. 1 2 5 5 NEW 2'x4' SUSPENDED ACOUSTICAL EXISTING HVAC (EXHAUST, DIFFUSER, RETURN AIR) TO REMAIN. 3 8" GYPSUM BOARD ATTACHED TO 3 8" METAL SOFFIT FRAMING AT 16" o.c. U.O.N. NEW SURFACE MOUNTED LIGHT FIXTURES (WALL OR CEILING) . CEILING TILE SYSTEM, REFER TO A6.5 A6.5 REFER TO HVAC DRAWINGS 3. DRAWINGS ARE DIAGRAMMATIC ONLY AND SHOULD NOT BE SCALED. REFER TO ELECTRICAL DRAWINGS 4 METAL SOFFIT PANELS NOTIFY ARCHITECT IMMEDIATELY OF ANY DISCREPANCIES OR NEW 2'x4' SUSPENDED ACOUSTICAL 1 2 QUESTIONABLE DIMENSIONS PRIOR TO PROCEEDING WITH AREA OF PROVIDE WINDOW SHADES AT WINDOW CEILING TILE SYSTEM, REFER TO A6.5 A6.5 NEW RECESSED LIGHT FIXTURES (INTERIOR AND EXTERIOR) . ELEVATION OF FINISH CEILING ABOVE FINISH FLOOR, REFER TO 5 QUESTIONABLE WORK. 8'-0" REFER TO ELECTRICAL DRAWINGS FINISH SCHEDULE IN SPECIFICATIONS FOR ADDITIONAL OPEN TO STRUCTURE ABOVE INFORMATION 6 4. REFER TO DIVISION 0110000 FOR LIST OF MATERIALS THAT ARE TO EXISTING 1'x1' ACOUSTICAL CEILING TILE PLASTER SUBSTRATE EXISTING LIGHT FIXTURES TO REMAIN. REFER TO ELECTRICAL BE SALVAGED FOR REUSE OR OWNER PROVIDED CONTRACTOR AND ALL FURRING AND WOOD SUPPORT FRAMING TO REMAIN CAMERA, REFER TO ELECTRICAL DRAWINGS INSTALLED DRAWINGS 7 NEW PRIVACY CURTAIN AND TRACK ABOVE EXISTING 2'x4' SUSPENDED ACOUSTICAL CEILING TILE SYSTEM TO 8 REMAIN NEW EXIT LIGHT FIXTURES. REFER TO ELECTRICAL DRAWINGS (E) EXISTING EXIT LIGHT FIXTURES TO REMAIN. REFER TO ELECTRICAL DRAWINGS 5 NEW 8" GYPSUM BOARD CEILING

D E

74'-0" A6.1.1 A6.1.2

1 MATCH LINE 1

2 A3.2 15'-10" 15'-10"

2 2

ENTRY 1 VESTIBULE 125 15'-6" 15'-6" 1 A3.7 STAFF RESTROOM RESTROOM 164 160 161 DS (N) 3 DS (N) 3 CLINICAL EXAM NEG 5 PRESSURE 158 159 EXAM EXAM 2 2 157 8'-0" 162 PROVIDER 8 HALL OFFICE 18'-3" 18'-3" 163 165 CORRIDOR 166 STAIR NO. 2 95'-7" 95'-7" In the event conflicts are discovered between the 092 EXAM EXAM PROCEDURE CLINICAL 8'-0" original signed and sealed documents prepared by 170 the Architects and/or their Consultants, and any 171 169 168 copy of the documents transmitted by mail, fax, 4 4 electronically or otherwise, the original signed and DIRTY sealed documents shall govern. 167 5 5 8'-0" JOB NO. 2016.0030 DS (N) DS (N) 4 2 DATE JAN 29, 2018 STOR A3.7 1 DS (N) 1 DS (N) 1 DS (N) 172 OFFICE DRAWN 174 MLH RESTROOM OFFICE 142 175 STOR EXAM EXAM AOD REVISIONS 02-28-18 ADDENDUM NO. 1 173 177 178 179 1 46'-0" 46'-0"

EXST VEST (E) 1 CLOSET RESTROOM CLOSET CORRIDOR (E) 180 HALL 189A 176 189B 188 143 EXST STAIR NO. 1 191 EXST 3 3 AOD A3.2 CLINICAL EXAM EXAM EXAM EXAM OFFICE A3.2 181A ELIGIBLITY 187 186 185 184 183 182 CLOSET 144 181B

5 DS (N) DS (N) DS (N) 5 A6.1.1 A6.1.2

2 A3.2 BENTON COUNTY MATCH LINE HEALTH CLINIC

74'-0" 530 NW 27TH STREET CORVALLIS, OREGON 97330 D E SHEET FIRST PARTIAL REFELCTED CEILING PLAN - REMODEL (NORTH) 1 SCALE: 1/8"=1'-0" A6.1.2 GENERAL NOTES: SYMBOL LEGEND: REFERENCE NOTES: (NEW WORK)

A B C D 135'-2"

27'-8" 36'-0" 71'-6"

1 1 A3.2 A3.6 A6.2.1 A6.2.2 MATCH LINE RD (E) 1 DS (N) OFFICE 1 COL 201 COL OFFICE TAS 200 202 15'-10" 15'-10" OFFICE DS (N) DS (N) TEAM ADD ALT. NO. 1 203 5CA SPACE REFER TO SHEET 205 7'-10" 204 A6.4 EXST VARIES 2 OFFICE EXISTING EXST 2 7'-10" 7'-10" 260 OFFICE MEETING GROUP/ VARIES VARIES VARIES MTG 261 262 RESTROOM 213 EXST 210 HALL COL (E) 266 COL COL COL COL COL EXST CHASE (N) 15'-6" 15'-6" HALL EXST COL (E) COL (E) COL (E) COL (E) OFFICE OFFICE 207 COL STOR 263 206 COL COL EXST COL (E) 7'-10" 267 HALL COL RECEPTION STAFF 2 212 265 DS (N) ROOM STOR EXST EXST 3 208 215 CLST OFFICE 3 CLINICAL COL COL COL 264B 209 COL COL 264A COL COL GROUP/ CHILDRENS 7'-10" 7'-10" MTG TEAM WAIT COL COL OFFICE 1'-0" 2 214 244 7'-8" 2 1 216 7'-10" COL 5" CHASE (E) 18'-3" 18'-3" HALL RESTROOM COL CORR COL COL 245 EQ EQ 7" 211 EQ EQ 217 3 7'-4" STAIR NO. 2 RD (E) COL RD (E) COL EQ ELEV 192 In the event conflicts are discovered between the COL (E) 090 original signed and sealed documents prepared by COL (E) COL (E) COL (E) 8'-0" 95'-7" 95'-7" 7'-6" 7'-6" 8'-0" COL (E) LOBBY the Architects and/or their Consultants, and any copy of the documents transmitted by mail, fax, 4 5" 7" 246 4 PEERS RAMP electronically or otherwise, the original signed and 7'-6" RECPT sealed documents shall govern. 242 269 7 CLINICAL 243 238

OFFICE A6.5 12'-5" 7'-8" 218 JOB NO. 2016.0030 7'-6" 7'-10" DS (N) HOUSING 2 RESTROOM 7'-6" CONFERENCE 241 3 COL 247 7'-10" 240 STAIR NO. 4 DATE JAN 29, 2018 OFFICE

294 1'-0" 237 3 CHASE (E) COL (E) 2 EXST ADMIN

1'-0" DRAWN OFFICE COL OFFICE SUPPORT 7'-6" BLDG STAIR NO. 4 EQ MLH COL (E) 219 UTILITY 270 A270 194 RESTROOM 239 7'-10" REVISIONS 7'-6" OFFICE 230 COL 3'-6" 2 SOS 1 02-28-18 ADDENDUM NO. 1 236 COL 7'-8" CLINICAL COL WORKROOM 7'-6" 8'-0" OFFICE CORR 7'-6" 248 252 46'-0" 46'-0" 220 235 8'-0" COFFEE / 2 CORR STAFF OFFICE OFFICE 7'-6" ROD 253 233 232 231 STOR. COL (E) EXST (E) COL (E) CORR ROD 229 CORR 280 COL (E) OFFICE (E) 234 7'-6" 221 8'-0"

DS (N) OFFICE OFFICE 7'-6" 7'-6" 8'-0" 3 7'-6" 7'-6" 227 228 3 A3.2 A3.2 EXST 8'-0" OFFICE SOS 285 A282 OFFICE OFFICE OFFICE OFFICE OFFICE 8'-0" 222 223 224 225 226 COL (E) COL (E) COL COL COL

5 RD (N) COL (E) DS (N) 5 COL NURSES COL PSY PSY A6.2.2 OFFICE OFFICE OFFICE A6.2.1 249 250 251

1 1 2

A3.6 A3.2 A3.6 MATCH LINE BENTON COUNTY HEALTH CLINIC

27'-8" 36'-0" 71'-6" 530 NW 27TH STREET 135'-2" CORVALLIS, OREGON 97330 A B C D SHEET SECOND PARTIAL REFLECTED CEILING PLAN - REMODEL (SOUTH) 1 SCALE: 1/8"=1'-0" A6.2.1 GENERAL NOTES DEMOLITION PLAN LEGEND: REFERENCE NOTES:

SD 1 EXISTING PARKING SIGNS ATTACHED TO FENCE TO BE REMOVED 19 EXISTING LANDSCAPING TO BE REMOVED, REFER TO LANDSCAPE DRAWINGS 1. DIMENSIONS ARE TO FACE OF STUDS, FACE OF MASONRY AND FACE OF EXISTING AREA OF DEMOLITION, REFER TO REFERENCE NOTES EXISTING STORM DRAIN TO REMAIN, REFER TO CIVIL DRAWINGS (E) PORTION OF EXISTING BUILDING TO BE REMODELED, DEMOLISHED AND/OR CONCRETE, UNLESS OTHERWISE NOTED. ("CLEAR" DIMENSION IS TO FACE OF 2 20 EXISTING ACCESS GATE TO BE REMOVED AND REINSTALLED, REFER TO BUILDING FINISHED SURFACE). EXTENDED. REFER TO BUILDING PLAN CB AD EXISTING CATCH BASIN OR AREA DRAIN TO REMAIN, (D) DESIGNATES TO PLANS EXISTING BUILDING COLUMN/POST TO BE REMOVED, REFER TO BUILDING EXISTING CURB TO BE REMOVED (E) (E) BE REMOVED, REFER TO CIVIL DRAWINGS 3 EXISTING COVERED WALK OVERHANG TO BE REMOVED, REFER TO BUILDING 2. DRAWINGS ARE DIAGRAMMATIC ONLY AND SHOULD NOT BE SCALED. NOTIFY PLANS 21 EXISTING CURB TO REMAIN PLANS ARCHITECT OF ANY DISCREPANCIES OR QUESTIONABLE DIMENSIONS FOR EXISTING SIGN TO REMAIN, (D) DESIGNATES TO BE REMOVED, (RR) (E) 4 EXISTING RAILROAD TIES TO BE REMOVED 22 EXISTING COVERED WALK OVERHANG TO REMAIN, REFER TO BUILDING PLANS CLARIFICATION PRIOR TO PROCEEDING WITH AREA OF REQUIRED WORK. DESIGNATES TO REMOVE AND RELOCATE (E) 5 NOT USED EXISTING TREE TO REMAIN, (D) DESIGNATES EXISTING TO BE REMOVED 23 EXISTING BIOHAZARD DROP OFF BOX TO BE REMOVED AND RELOCATED, DEMO 3. EXISTING UNDERGROUND UTILITIES SHOWN FROM SURVEY. REFER TO CIVIL FOR FDC EXISTING FIRE DEPARTMENT CONNECTOR TO REMAIN PAVERS, DROP BOX TO REMAIN AVAILABLE TO PUBLIC FOR DURATION OF MODIFICATIONS AND NEW WORK (E) 6 EXISTING DOUBLE WYTH BRICK WALL FILLED WITH CONCRETE TO BE PROJECT REMOVED, INCLUDING ALL FOOTINGS L.P. EXISTING LIGHT POLE TO REMAIN, (D) DESIGNATES EXISTING TO BE HYD EXISTING FIREHYDRANT TO REMAIN 24 EXISTING DECOMMISSIONED FIRE ALARM TO BE REMOVED, REFER TO EXISTING BUILDING TO REMAIN (E) REMOVED, REFER TO ELECTRICAL DRAWINGS (E) 7 ELECTRICAL DRAWINS EXISTING ELECTRIC CAR CHARGING STATION TO BE REMOVE AND RELOCATED, EXISTING POWER POLE TO REMAIN, (D) DESIGNATES EXISTING TO BE EXISTING FENCE TO REMAIN 25 EXISTING EXTERIOR HVAC UNIT TO REMAIN, (D) DESIGNATES TO BE 8 REFER TO ELECTRICAL DRAWINGS PP. REMOVED, REFER TO ELECTRICAL DRAWINGS (E) (E) REMOVED, (RR) DESIGNATES TO REMOVE AND RELOCATE, REFER TO EXISTING FENCE TO BE REMOVED 26 EXISTING SIDEWALK TO REMAIN MECHANICAL DRAWINGS 9 27 EXISTING LANDSCAPE AREA TO REMAIN 10 EXISTING BIKE RACK TO REMAIN, PROTECT AT ALL TIMES C.O. EXISTING CLEAN OUT TO REMAIN, (D) DESIGNATES TO BE REMOVED, REFER TR VLT EXISTING ELECTRICAL TRANSFORMER AND VAULT TO REMAIN 28 EXISTING LANDSCAPE AREA TO BE PREPPED FOR PLANTINGS AND (E) TO CIVIL DRAWINGS (E) 11 EXISTING PARKING STRIPES, DIRECTIONAL ARROWS AND PARKING LANDSCAPE MATERIAL, REFER TO LANDSCAPE DRAWINGS DESIGNATIONS TO BE REMOVED AREA OF OVER EXCAVATION AT LANDSCAPE FOR NEW SIDEWALK AND/OR EXISTING GAS VALVE TO REMAIN 29 WV EXISTING WATER VALVE TO REMAIN, REFER TO CIVIL DRAWINGS G (E) 12 EXISTING PARKING STRIPES TO REMAIN BUILDING (E) 13 EXISTING WHEEL STOPS TO BE REMOVED S.S. EXISTING SANITARY SEWER TO REMAIN, REFER TO CIVIL DRAWINGS EXISTING WHEEL STOPS TO REMAIN (E) 14 15 AREA OF ASPHALT PAVING TO BE SAWCUT AND REMOVED M.H. EXISTING MAN HOLE TO REMAIN, REFER TO CIVIL DRAWINGS (E) 16 AREA OF CONCRETE WALK TO BE SAWCUT AND REMOVED 17 FDC AND GAS SERVICE VAULT TO BE REMOVED, SERVICES TO REMAIN PROPERTY LINE EASEMENT (EXISTING) 18 NOT USED

A E

65'-11" 209'-2" 19'-11"

45'-11" 20'-0" 64'-0" 21'-2" 45'-4" 9'-10" 54'-4" 14'-8"

O EXISTING ADJACENT BUILDING NO WORK 7 P P P IV IV OH OH OH L.P. L.P. L.P. L.P. L.P. L.P. L.P.

IV L.P. L.P. VLT (E) (E) (E) L.P. (E) (E)

TR (E) (E) (E) (E)

(E) N0°37'32"E 295.08' VLT X X TR PP. X X OH X OH X X X OH OH X X X X X X X OH X X (E) OH X X OH OH PP. PP 8 1 8 1 13 8 1 8 (E) (E) OH (31) 11 27 11 11 SD 11 SIGN

OH OH SD 29'-8" (E) 11 (E) 39'-1" (E) 11 45'-9" 43'-2" OH SD (9) W 13 4 22 SD

7'-1" SD

OH OH 11 11 SIGN SD 15 SIGN 15 SD 2 15

6'-7" 15 (E) (7) 6'-5" (D)

1 W 1 3 13 9 3 25 4'-6" SIGN 26 19 CO 22 (E) 19 (E) 242.32' (RR) 11

CB SD F.F.E. X X X X (D) DS DS OH 16'-11" OH (D) X (D)

NW TYLER AVE SD 21 16 X 16 11 (D) (D) (9) 11 SD 13 16 CO 242.42' 242.32' 2 21 W (10) (E) 9'-0" SIGN HB AD NW POLK AVE 242.17' SD

SD (D) 14 12 (D) 3 (D) 16 26 10 26 44'-10" 27 DN DS 4'-7"

OH OH (D) 19 (D) 16 EXISTING BASEMENT 2 242.12' DS

W 4 ACCESS 19 (D) FF = +/- 232.0'

N89°49'51"W 155.86'

SD In the event conflicts are discovered between the original signed and sealed documents prepared by

OH OH 95'-7" 95'-7" 2 the Architects and/or their Consultants, and any copy of the documents transmitted by mail, fax, 241.84' 242.01' electronically or otherwise, the original signed and (E) 11 sealed documents shall govern.

GENERATOR X SD 2 20 DS (E) 1 (E) (D)

22'-10" SD 21

S89°05'27"E 153.08' 65'-1"

OH OH EXISTING BUILDING 28 JOB NO. 2016.0030

12 242.17' SD 26 2 16 242.10' 26 DATE JAN 29, 2018 12'-2" W OH SD 2 F.F.E. COL

OH OH 11 17 (D) 252.04' DRAWN 6 242.20' 11'-3" 26 (E) P P

L.P. VLT WV SD SD SD 5 OH W (E) 2'-0" HB DS DS 5 10 2'-0" 26 (E) FDC 2 (E) REVISIONS (D) CB 6'-6" 24 28 CO (D) 23 28 (D) SD SIGN 02-12-18 REVISIONS 7'-11" (E) WV (E) (E) 28 (E) (E) (E) 1 (E) 28 SIGN 3'-1" 22 (E) S.S.

SIGN 29 OH 02-28-18 ADDENDUM NO. 1 OH 4'-1" 10 28

SS 7'-9"

P SS

(D) OH SS SS SD (E) 2 G

W OH W

(E) E E E E E 23'-3" 24'-7" CB E E S0°05'01"W 293.09' 26 W OH 16 SIGN 26 PP 26 CB CB (E) 26 4 G 16 SS 6 W 10'-7" (E) (E) 8'-0" (E) (E) CB

G W (E)

SS OH 1'-0" SS SS OH SS SS SS SS SS SS SS SS SS

G SS SS SS OH SS SS E E SS SS SS 2'-0" S.S. OH S.S. W

S.S. W (E) OH (E) (E) NW 27TH ST

OH E E

G OH

OH OH OH

W CB WV (E) W (E) G G WV G G G W G W W W G G W G W G W G W G W W W W W W W W W W W W W W OH OH (E) OH OH OH OH OH OH PP OH OH OH OH OH OH OH OH OH OH OH OH PP OH OH (E) SIGN (E) OHWV (E) (E) HYD OH W WV (E) (E) OH OH SIGN (E) 2'-0" 2'-0" 2'-4" 1'-1" 2'-0" 1'-6" 1'-6" 1'-6" 1'-6" 1 2'-0" 1'-6" 1'-0" 1'-0" 78'-5" 1'-3" 27'-10" 5'-6" 4'-5" 13'-10" 13'-0" 23'-2" 22'-10" 10'-7" 4'-6" 39'-0" 19'-11" 79'-8" 33'-4" 96'-2" 4'-6"5'-11" 15'-4" BENTON COUNTY 75'-0" 209'-2" 26'-9" HEALTH CLINIC A E

530 NW 27TH STREET CORVALLIS, OREGON 97330 SITE PLAN - DEMOLITION

1 SCALE: 1"=20'-0" SHEET AD1.1 GENERAL NOTES: SYMBOL LEGEND: REFERENCE NOTES: (DEMO) EXISTING WOOD OR HOLLOW METAL DOOR, FRAME AND (AS) EXISTING PLUMBING FIXTURE TO BE REMOVED, REFER TO PLUMBING 1. GENERAL NOTES APPLY TO ALL DRAWINGS. EXISTING CONCRETE WALL TO REMAIN EXISTING FIRST AID KIT O REMAIN, (D) DESIGNATES TO BE HARDWARE TO BE REMOVED U.O.N. 1 (CD) DRAWINGS FA (E) REMOVED AND RETURNED TO OWNER (AS) - ALUMINUM STOREFRONT EXISTING CASEWORK TO BE REMOVED 2. DIMENSIONS ARE TO EXISTING FACE OF WALL, FACE OF NEW EXISTING WOOD FRAMED INTERIOR PARTITION WALL TO REMAIN (CD)- COILING DOOR 2 FRAMING, AND FACE OF EXISTING CONCRETE UNLESS NOTED EXISTING EMERGENCY KIT TO REMAIN, (D) DESIGNATES TO BE EXISTING WINDOW TO BE REMOVED OTHERWISE. EXISTING WOOD FRAMED WALL TO BE REMOVED, BIDDER TO EK (E) REMOVED AND RETURNED TO OWNER 3 ASSUME PLASTER AND GYPSUM WALLBOARD ARE PRESENT AS EXISTING DOOR AND FRAME TO REMAIN (E) 4 EXISTING RESTROOM OR EXAM ROOM ACCESSORIES, GRAB BARS, MIRRORS, 3. DRAWINGS ARE DIAGRAMMATIC ONLY AND SHOULD NOT BE SCALED. FINISHES EXISTING AUTOMATED EXTERNAL DEFIBRILLATOR (AED) TO ETC. TO BE REMOVED NOTIFY ARCHITECT IMMEDIATELY OF ANY DISCREPANCIES OR AED (E) EXISTING CONCRETE COLUMN TO REMAIN REMAIN, (D) DESIGNATES TO BE REMOVED AND RETURNED TO EXISTING RUBBER TREAD, RISER AND STRINGER (WHERE EXISTS TODAY) TO QUESTIONABLE DIMENSIONS PRIOR TO PROCEEDING WITH AREA OF EXISTING DRINKING FOUNTAIN TO REMAIN, (D) DESIGNATES TO BE 5 COL (E) OWNER BE REMOVED, PREP FOR NEW WORK QUESTIONABLE WORK. DF (E) REMOVED, REFER TO PLUMBING DRAWINGS COL (E) EXISTING WOOD COLUMN TO REMAIN EXISTING ELECTRICAL PANEL TO REMAIN, (D) DESIGNATES TO BE EXISTING SHEET VINYL FLOORING AND BASE TO BE REMOVED, PREP FOR NEW EXISTING FLOOR OUTLET TO REMAIN, (D) DESIGNATES TO BE 6 4. REFER TO DIVISION 0110000 FOR LIST OF MATERIALS THAT ARE TO EP (E) REMOVED,(RR) DESIGNATES REMOVE AND RELOCATE, REFER TO FB (E) WORK EXISTING STEEL COLUMN TO REMAIN ELECTRICAL DRAWINGS REMOVED BE SALVAGED FOR REUSE OR OWNER PROVIDED CONTRACTOR COL (E) 7 EXISTING CARPET AND BASE TO BE REMOVED, PREP FOR NEW WORK INSTALLED EXISTING HOSE BIBB TO REMAIN, (D) DESIGNATES TO BE FE (E) EXISTING FIRE EXTINGUISHER TO REMAIN, (D) DESIGNATES TO BE HB (E) REMOVED, REFER TO PLUMBING DRAWINGS EXISTING MARKER BOARD AND/OR PROJECTOR SCREEN TO BE REMOVED AS EXISTING WATER HEATER TO REMAIN, (D) DESIGNATES TO BE 8 REMOVED AND RETURNED TO OWNER, (RR) DESIGNATES REMOVE WH (D) SALVAGE EXISTING FLOOR DRAIN TO REMAIN, (D) DESIGNATES TO BE REMOVED, REFER TO PLUMBING DRAWINGS AND REINSTALL FD (E) REMOVED, REFER TO PLUMBING DRAWINGS 9 EXISTING FLOORING TO REMAIN EXISTING FIRE EXTINGUISHER CABINET TO REMAIN, (D) EXISTING DOWNSPOUT TO REMAIN, (D) DESIGNATES TO BE FEC (E) DESIGNATES TO BE REMOVED AND RETURNED TO OWNER, (RR) 10 EXISTING WALLCOVERING TO BE REMOVED DOWN TO EXISTING SUBSTRATE, DS (E) REMOVED DESIGNATES REMOVE AND REINSTALL PREP FOR NEW WORK EXISTING ROOF DRAIN TO REMAIN, (D) DESIGNATES TO BE 11 EXISTING VCT FLOORING AND BASE TO BE REMOVED, PREP FOR NEW WORK RD (E) REMOVED, REFER TO PLUMBING DRAWINGS 12 EXISTING VINYL SIDING AND MATERIALS TO BE REMOVED DOWN TO STUDS 13 REMOVE AND REINSTALL EXISTING HANDRAIL AS REQUIRED, PREP AND PAINT 14 REMOVE EXISTING TELEVISION OR EXAM ROOM COMPUTER STATION AND RETURN TO OWNER AS SALVAGE 15 EXISTING DENTAL CHAIR TO BE REMOVED AND REINSTALLED A B C D 16 EXISTING CASEWORK TO REMAIN 135'-2" 17 EXISTING PLUMBING FIXTURE TO REMAIN, REFER TO PLUMBING DRAWINGS 27'-8" 36'-0" 71'-6" 18 EXISTING TELEVISION OR EXAM ROOM COMPUTER STATION TO REMAIN

14'-2" 3'-4" 4'-4" 5'-10" 5'-0" 10'-6" 5'-0" 10'-6" 5'-0" 7'-7" 12'-5" 14'-11" 7'-5" 10'-2" 1'-1" 9'-7" 2'-6"10" 5'-0" 19 EXISTING WINDOW TO REMAIN 4" 4" 1'-0" 1'-0" 10" 4" 1" 20 EXISTING COMMUNICATION BOARD OR EQUIPMENT TO REMAIN, (D) 1'-0" 6'-0" 3'-6" 11" 3'-9" 3'-6" 6'-0" 8" 4'-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" 2'-3" 3'-8" 5'-1" 2'-2" 9" DESIGNATES REMOVE, REFER TO ELECTRICAL DRAWINGS 4" 1'-3" 1'-2" 5" 8" 9" 21 EXISTING STAIR TREADS, HANDRAIL, STEEL SUPPORTS TO BE REMOVED IN THEIR ENTIRETY 8" 3'-3" 1'-6" 3'-6" 1'-7"1'-11" 4'-10" 3'-7" 4'-3" 3'-4" 3'-8" 1'-0" 11" 3'-5" 22 EXISTING BRICK MASONRY VENEER TO BE REMOVED, PREP FOR NEW WORK 23 EXISTING WOOD STAIR TREADS, STRINGER AND GUARDRAIL TO 9 REMAIN, SAND AND PREP FOR NEW FINISHING WORK, REMOVE A7.0 AD2.1.1 AD2.1.2 AND REPLACE STEEL NOSING (WOOSTER #120) 22 22 35 24 EXISTING RUBBER FLOORING AND BASE TO BE REMOVED COL (D) 1 (E) 1 25 EXISTING SAFE, REFRIGERATOR OR EQUIPMENT TO BE RELOCATED TO

MATCH LINE TEMPORARY PHARMACY LOCATION, REFER TO SHEET A2.5 COL (E) 11 3 26 EXISTING GUARD TO REMAIN 3 11 (E) EXISTING LOUVERS TO REMAIN, PREP FOR NEW WORK, REFER TO

8'-2" 27 28 35 2 31 MECHANICAL DRAWINGS FOR MORE INFORMATION (D) 29 31 28 EXISTING EQUIPMENT TO REMAIN, REFER TO MECHANICAL AND/OR ELECTRICAL DRAWINGS, (D) DESIGNATES EXISTING TO BE REMOVED, (RR) 15'-10" 15'-10" DESIGNATE REMOVE AND RELOCATE COL (D) (D) 28 (D) 1 COL (D) COL (D) COL (D) COL (D) 28 COL (D) COL (D) 29 LINE OF SAWCUT, REMOVE CONCRETE SLAB ON GRADE, PREP FOR NEW WORK RD (D) 3 11 7 11 3 WALLS IN THIS AREA MAY CONTAIN LEAD LINING, REMOVE AND DISPOSE OF 7'-8" 3 3 3 4 3 3 30 31 PER CURRENT DEQ STANDARDS 2 1 31 REMOVE EXISTING GYPSUM WALLBOARD OR LATH AND PLASTER DOWN TO 2 COL (D) COL (D) 2 EXISTING STUDS 1 EK (RR) 32 1 4 2 2 4 4 1 EXISTING CONCRETE WALL TO BE REMOVED 31 4 EXISTING RESTROOM ACCESSORIES, DISPENSER, MIRRORS, ETC. TO BE 31 29 31 29 28 31 31 31 6 33 7'-5" 7'-6" 3 11 1 REMOVED. GRAB BARS TO REMAIN AT THIS LOCATION (D) 3 2 11 31 1 11 6 1 2 31 EXISTING INTERIOR SLOPED RAMP TO BE REMOVED. PREPARE FOR NEW 31 10'-6" 34 COL (D) COL (D) (AS) 1 11 29 4 FRAMED FLOOR FINISH FE (RR) REMOVE EXISTING HARDWARE, REFER TO NEW PLAN AND DOOR SCHEDULE 15'-6" 15'-6" DS (D) (D) 28 35

2'-6" 10 HB (D) DS (D) 3'-1"

5'-2" 22 (WOOD) 14 29 36 CONCRETE COLUMN OR STAIR, PROVIDE CONCRETE PATCHING COMPOUND, 31 EP (D) PREP FOR NEW FINISH 2'-8" 21 29 29 31 47 7 1 11 UP 3 29 29 (D) (AS) 29 1 1 7 28 37 EXISTING BIKE RACK BAR TO BE REMOVED AND REINSTALLED 22 1 7 2 7 13 5'-0" 1'-8" 1'-2" 1 EP (D) 1 41 31 2'-10" DN 38 REMOVE DOOR ONLY, FRAME TO REMAIN 3 1 29 3 (AS) 7 1 (E) 39 FLOOR GRILLS TO REMAIN 40 4 7 29 7 (AS) 1'-0" 6'-0" 4'-2" 31 EK (RR) ALL EXISTING FRP TO BE REMOVED, PREPARE WALLS FOR NEW FINISH 3 11 2 7 1 2 11 40 FA (RR) 1 9'-9" DEMO EXISTING GYPSUM OR PLASTER TO LET IN COLUMN, REFER TO NEW 7'-10" DF (D) 1 2 41 FE (RR) PLANS 1'-0" 3'-8" 7 CHASE 2'-4" 42 CUT 18"x18" HOLE IN GYPSUM FOR PLUMBING WORK 4'-7"

9" (E) 11" 18'-3" 18'-3" 43 EXISTING CASEWORK, INCLUDING COUNTERTOPS, BASE CABINETS, UPPER 11 1 1'-3"

2" FE (RR) CABINETS AND SINK TO BE RELOCATED TO TEMPORARY PHARMACY, REFER TO 2 7 4 31 6 35 SHEET A2.5 5'-0" RD 2 6 3 41 (E) REMOVE EXISTING WOOD SUBFLOOR FOR STRUCTURAL WORK, PER 22 COL (E) 1 4'-10" 44 (E) RD (E) 7" STRUCTURAL COL (E) COL (E) 3 3 3 7 EXISTING SHEET VINYL FLOORING AND BASE TO BE REMOVED BY ASBESTOS In the event conflicts are discovered between the COL 30 7 45 original signed and sealed documents prepared by (AS) 3'-6" 3" 95'-7" 95'-7" ABATEMENT CONTRACTOR (E) the Architects and/or their Consultants, and any 2'-10" 1'-8"

(E) 2'-0" 1'-10" EXISTING CARPET AND BASE TO BE REMOVED BY ASBESTOS ABATEMENT copy of the documents transmitted by mail, fax, 4 4 46 electronically or otherwise, the original signed and 22 CONTRACTOR 22 2 1 2 2 3 sealed documents shall govern. 3'-8" 3'-8" EK (RR) 2 29 (AS) 11 47 EXISTING VCT AND BASE TO BE REMOVED BY ASBESTOS ABATEMENT (CD) 1 2 CONTRACTOR 32 7'-5" 22 1'-10" 11 JOB NO. 2016.0030 5" 6'-2"

1" 7 " 3'-10"

22 (E) 3 11 22 13 2 RD (D) 2'-5" 7 31 7 1 EP (D) UP DATE JAN 29, 2018 COL (E) 5'-0 AED (RR) EP EP 41 5 5 1'-11" 2'-8" EK (RR) CHASE (E) (D) (D) 29 (CD) 10 2'-6" COL (E) 2 11 4" DRAWN " 5'-4" 2

21'-9" 11 2 1 11 1

1 MLH 3 2 COL (E) FE (RR) 2'-10"

11 DF (D) 2 7'-7"

UP DN 7'-11 23 46 1 FB (D) 31 DF (D) 2 11 REVISIONS 3'-4"

6" 10 3'-10" 1 02-12-18 REVISIONS 11 31 40 1 7 29 2 2 13 7 46 2 02-28-18 ADDENDUM NO. 1 31 4'-7" 4'-6" 46'-0" 46'-0" 31 COL (E) 3 (AS) FE (RR) COL (E) 2'-6" 3" FE (RR) 1'-10" 29 2 25 35 (E) 31 1 22 SIM. 7'-0"

6'-9" COL (E) 2 DN DISPLAY 3 COL (E) 7 4'-7" 4'-11" (AS) 2 3 CASE (AS) 8 24 2 7 COL (E) 2'-1" 3

22 RD (D) 11 11 8 7 14 7 8 7 6'-9" 25 9'-1" EP (D) 31 11 7'-0" 31 2 31 31 31 31 25 43 24 25 EP (D) 32 22 31 3 3 3 43 1 EP (D) 29 DUMBWAITER

2 COL (E) 7'-2" (AS) (E) 3'-8" 22 10" 5 COL (E) RD (D) RD (D) 5 43 HB (D) EP (D) 3 3 3 22 3 3 22 22 AD2.1.1 AD2.1.2

11" 8" 10" 6" 10" 1'-0" 1'-3" 3" 1'-1" 9" 1'-4" BENTON COUNTY

1'-2" 3'-4" 5'-4" 2'-10" 4'-6" 2'-5" 2'-3" 6'-11" 2'-9" 3'-0" 1'-5"2'-4" 2'-0" 2'-11" 2'-9" 6'-6" 4'-2" 1'-9" 4'-1" 3'-8" 3'-4" 7'-8" MATCH LINE 4" HEALTH CLINIC 17'-8" 4'-4" 5'-8" 2'-4" 6'-0" 1'-4" 8'-8" 5'-0" 6'-4" 4'-8" 1'-4" 12'-8" 6'-4" 5'-0" 5'-2" 22'-0" 16'-0" 1'-6"2'-10"

27'-8" 36'-0" 71'-6" 530 NW 27TH STREET 135'-2" CORVALLIS, OREGON 97330 A B C D SHEET FIRST PARTIAL FLOOR PLAN - DEMOLITION (SOUTH) 1 SCALE: 1/8"=1'-0" AD2.1.1 GENERAL NOTES: SYMBOL LEGEND: REFERENCE NOTES: (DEMO) EXISTING WOOD OR HOLLOW METAL DOOR, FRAME AND (AS) EXISTING PLUMBING FIXTURE TO BE REMOVED, REFER TO PLUMBING 1. GENERAL NOTES APPLY TO ALL DRAWINGS. EXISTING CONCRETE WALL TO REMAIN EXISTING FIRST AID KIT O REMAIN, (D) DESIGNATES TO BE HARDWARE TO BE REMOVED U.O.N. 1 (CD) DRAWINGS FA (E) REMOVED AND RETURNED TO OWNER (AS) - ALUMINUM STOREFRONT EXISTING CASEWORK TO BE REMOVED 2. DIMENSIONS ARE TO EXISTING FACE OF WALL, FACE OF NEW EXISTING WOOD FRAMED INTERIOR PARTITION WALL TO REMAIN (CD)- COILING DOOR 2 FRAMING, AND FACE OF EXISTING CONCRETE UNLESS NOTED EXISTING EMERGENCY KIT TO REMAIN, (D) DESIGNATES TO BE EXISTING WINDOW TO BE REMOVED OTHERWISE. EXISTING WOOD FRAMED WALL TO BE REMOVED, BIDDER TO EK (E) REMOVED AND RETURNED TO OWNER 3 ASSUME PLASTER AND GYPSUM WALLBOARD ARE PRESENT AS EXISTING DOOR AND FRAME TO REMAIN (E) 4 EXISTING RESTROOM OR EXAM ROOM ACCESSORIES, GRAB BARS, MIRRORS, 3. DRAWINGS ARE DIAGRAMMATIC ONLY AND SHOULD NOT BE SCALED. FINISHES EXISTING AUTOMATED EXTERNAL DEFIBRILLATOR (AED) TO ETC. TO BE REMOVED NOTIFY ARCHITECT IMMEDIATELY OF ANY DISCREPANCIES OR AED (E) EXISTING CONCRETE COLUMN TO REMAIN REMAIN, (D) DESIGNATES TO BE REMOVED AND RETURNED TO EXISTING RUBBER TREAD, RISER AND STRINGER (WHERE EXISTS TODAY) TO QUESTIONABLE DIMENSIONS PRIOR TO PROCEEDING WITH AREA OF EXISTING DRINKING FOUNTAIN TO REMAIN, (D) DESIGNATES TO BE 5 COL (E) OWNER BE REMOVED, PREP FOR NEW WORK QUESTIONABLE WORK. DF (E) REMOVED, REFER TO PLUMBING DRAWINGS COL (E) EXISTING WOOD COLUMN TO REMAIN EXISTING ELECTRICAL PANEL TO REMAIN, (D) DESIGNATES TO BE EXISTING SHEET VINYL FLOORING AND BASE TO BE REMOVED, PREP FOR NEW EXISTING FLOOR OUTLET TO REMAIN, (D) DESIGNATES TO BE 6 4. REFER TO DIVISION 0110000 FOR LIST OF MATERIALS THAT ARE TO EP (E) REMOVED,(RR) DESIGNATES REMOVE AND RELOCATE, REFER TO FB (E) WORK EXISTING STEEL COLUMN TO REMAIN ELECTRICAL DRAWINGS REMOVED BE SALVAGED FOR REUSE OR OWNER PROVIDED CONTRACTOR COL (E) 7 EXISTING CARPET AND BASE TO BE REMOVED, PREP FOR NEW WORK INSTALLED EXISTING HOSE BIBB TO REMAIN, (D) DESIGNATES TO BE FE (E) EXISTING FIRE EXTINGUISHER TO REMAIN, (D) DESIGNATES TO BE HB (E) REMOVED, REFER TO PLUMBING DRAWINGS EXISTING MARKER BOARD AND/OR PROJECTOR SCREEN TO BE REMOVED AS EXISTING WATER HEATER TO REMAIN, (D) DESIGNATES TO BE 8 REMOVED AND RETURNED TO OWNER, (RR) DESIGNATES REMOVE WH (D) SALVAGE EXISTING FLOOR DRAIN TO REMAIN, (D) DESIGNATES TO BE REMOVED, REFER TO PLUMBING DRAWINGS AND REINSTALL FD (E) REMOVED, REFER TO PLUMBING DRAWINGS 9 EXISTING FLOORING TO REMAIN EXISTING FIRE EXTINGUISHER CABINET TO REMAIN, (D) EXISTING DOWNSPOUT TO REMAIN, (D) DESIGNATES TO BE NOTE THIS ENTIRE SHEET: ALL GYPSUM WALLBOARD FEC (E) DESIGNATES TO BE REMOVED AND RETURNED TO OWNER, (RR) 10 EXISTING WALLCOVERING TO BE REMOVED DOWN TO EXISTING SUBSTRATE, 1 DS (E) REMOVED DEMO TO BE COORDINATED WITH ABATEMENT DESIGNATES REMOVE AND REINSTALL PREP FOR NEW WORK CONTRACTOR, REFER TO ASBESTOS ABATEMENT EXISTING ROOF DRAIN TO REMAIN, (D) DESIGNATES TO BE 11 EXISTING VCT FLOORING AND BASE TO BE REMOVED, PREP FOR NEW WORK REPORT IN SPECIFICATION RD (E) REMOVED, REFER TO PLUMBING DRAWINGS 12 EXISTING VINYL SIDING AND MATERIALS TO BE REMOVED DOWN TO STUDS 13 REMOVE AND REINSTALL EXISTING HANDRAIL AS REQUIRED, PREP AND PAINT 14 REMOVE EXISTING TELEVISION OR EXAM ROOM COMPUTER STATION AND RETURN TO OWNER AS SALVAGE 15 EXISTING DENTAL CHAIR TO BE REMOVED AND REINSTALLED D E 16 EXISTING CASEWORK TO REMAIN 74'-0" 10" 17 EXISTING PLUMBING FIXTURE TO REMAIN, REFER TO PLUMBING DRAWINGS 24'-2"17'-5" 9'-10" 4'-9" 7'-4" 7'-4" 12'-3" 7'-6" 18 EXISTING TELEVISION OR EXAM ROOM COMPUTER STATION TO REMAIN 1'-10" 7" 2" 4'-3" 6'-10" 13'-1" 7'-5" 4'-9" 2'-3" 2'-4" 2'-9" 4'-8" 2'-8" 4'-8" 7'-5" 19 EXISTING WINDOW TO REMAIN 11" 9" 11" 8" 20 EXISTING COMMUNICATION BOARD OR EQUIPMENT TO REMAIN, (D) 5'-11" 11'-6" 1'-7" 1'-2" 3'-6" 1'-3" 1'-6"2'-4" 3'-9" DESIGNATES REMOVE, REFER TO ELECTRICAL DRAWINGS 3" 3" 21 EXISTING STAIR TREADS, HANDRAIL, STEEL SUPPORTS TO BE REMOVED IN THEIR ENTIRETY 3'-7" 2'-1" 11'-3" 22 EXISTING BRICK MASONRY VENEER TO BE REMOVED, PREP FOR NEW WORK 23 EXISTING WOOD STAIR TREADS, STRINGER AND GUARDRAIL TO 9 REMAIN, SAND AND PREP FOR NEW FINISHING WORK, REMOVE A7.0 AD2.1.1 AD2.1.2 AND REPLACE STEEL NOSING (WOOSTER #120) 24 EXISTING RUBBER FLOORING AND BASE TO BE REMOVED 1 1 25 EXISTING SAFE, REFRIGERATOR OR EQUIPMENT TO BE RELOCATED TO

MATCH LINE TEMPORARY PHARMACY LOCATION, REFER TO SHEET A2.5 26 EXISTING GUARD TO REMAIN 27 EXISTING LOUVERS TO REMAIN, PREP FOR NEW WORK, REFER TO MECHANICAL DRAWINGS FOR MORE INFORMATION 28 EXISTING EQUIPMENT TO REMAIN, REFER TO MECHANICAL AND/OR ELECTRICAL DRAWINGS, (D) DESIGNATES EXISTING TO BE REMOVED, (RR) 15'-10" 15'-10" DESIGNATE REMOVE AND RELOCATE 29 LINE OF SAWCUT, REMOVE CONCRETE SLAB ON GRADE, PREP FOR NEW WORK 30 WALLS IN THIS AREA MAY CONTAIN LEAD LINING, REMOVE AND DISPOSE OF PER CURRENT DEQ STANDARDS 31 REMOVE EXISTING GYPSUM WALLBOARD OR LATH AND PLASTER DOWN TO 2 2 EXISTING STUDS 32 EXISTING CONCRETE WALL TO BE REMOVED 33 EXISTING RESTROOM ACCESSORIES, DISPENSER, MIRRORS, ETC. TO BE REMOVED. GRAB BARS TO REMAIN AT THIS LOCATION 34 EXISTING INTERIOR SLOPED RAMP TO BE REMOVED. PREPARE FOR NEW FRAMED FLOOR FINISH REMOVE EXISTING HARDWARE, REFER TO NEW PLAN AND DOOR SCHEDULE 15'-6" 15'-6" 35

36 CONCRETE COLUMN OR STAIR, PROVIDE CONCRETE PATCHING COMPOUND, 4 PREP FOR NEW FINISH 37 EXISTING BIKE RACK BAR TO BE REMOVED AND REINSTALLED 28 1 1 1 3 (D) 3 38 REMOVE DOOR ONLY, FRAME TO REMAIN 39 FLOOR GRILLS TO REMAIN 3'-0" 3 3 31 ALL EXISTING FRP TO BE REMOVED, PREPARE WALLS FOR NEW FINISH 1 3 3 6 3 3 1 1 3 40 2'-0" 31 4 3 9'-1"

9"9" DEMO EXISTING GYPSUM OR PLASTER TO LET IN COLUMN, REFER TO NEW

10'-1" 41 10'-5" 1'-3" 2 31 14 31 1 6 2 31 14 2 31 2 6 7 PLANS 4 6 6 4 6 31 4 DS (D) 42 CUT 18"x18" HOLE IN GYPSUM FOR PLUMBING WORK 3"

1'-0" EK (D) 1" 18'-3" 18'-3" EXISTING CASEWORK, INCLUDING COUNTERTOPS, BASE CABINETS, UPPER 1'-4" 43 1 FEC (D) CABINETS AND SINK TO BE RELOCATED TO TEMPORARY PHARMACY, REFER TO 29 2 29 2 29 2 SHEET A2.5 20 5'-4" 5'-0" 29 28 44 REMOVE EXISTING WOOD SUBFLOOR FOR STRUCTURAL WORK, PER EP (D) (D) 2 (D) STRUCTURAL 45 EXISTING SHEET VINYL FLOORING AND BASE TO BE REMOVED BY ASBESTOS In the event conflicts are discovered between the 31 6 6 31 6 31 31 6 31 original signed and sealed documents prepared by 95'-7" 95'-7" 6 ABATEMENT CONTRACTOR the Architects and/or their Consultants, and any 2'-10" 4 4 46 EXISTING CARPET AND BASE TO BE REMOVED BY ASBESTOS ABATEMENT copy of the documents transmitted by mail, fax, 4 14 4 4 14 4 14 14 4 6 6 electronically or otherwise, the original signed and 31 14 6 CONTRACTOR sealed documents shall govern. HB (D) 2 31 EXISTING VCT AND BASE TO BE REMOVED BY ASBESTOS ABATEMENT

10'-4" 47 14 2 1 1 2 4 3 2 1 1 2 3 2 1 1 3 2 CONTRACTOR 3 3 31 7'-10" JOB NO. 2016.0030

(E) 37 DATE JAN 29, 2018 6'-3" 9 2'-11" 21'-2" 3'-11" 22'-7" DS (D)10" 5'-9" 31 THIS WALL DRAWN 2'-0" 2'-6" ONLY 9 19 9 MLH 17 16 8 9 MB / PS REVISIONS 4'-8" 6'-0" 31 1 02-12-18 REVISIONS 9 9 18 9 1 THIS WALL 02-28-18 ADDENDUM NO. 1 ONLY EP (E) 17 9 2 46'-0" 46'-0" 1 4'-1" 6'-6" EP (E) (E) (E) (E) (E) (E) (E) (E) 7 1'-9" 7 7 (E) 35 38 DN 39 9 39 39 9 (E) 4'-8" 4'-8"

(E) 1 FE (RR) UP

7 2'-8" 2'-8" (E) (E) (E) (E) (E) (E) (E)

9 9 9 9 9 9 9

31 FB (E) 1 THIS WALL 11'-3" 11'-3" ONLY 3 3 16 17 17 16 3 3 16 17 16 17 3 3 3 HW (E) 9 1 (E)

COL (D) 5 DS (D) DS (D) 5 AD2.1.1 AD2.1.2

BENTON COUNTY MATCH LINE

1'-7" 1" 1'-8" HEALTH CLINIC 5'-2" 2'-11" 3'-1" 6'-4" 3'-6" 2'-10" 3'-0" 2'-11" 6'-4" 7'-9" 5'-3" 4'-1" 2'-5"

9'-8" 9'-5" 9'-4" 9'-4" 13'-0" 8'-2" 6'-10" 3'-7" 4'-8" 530 NW 27TH STREET 74'-0" CORVALLIS, OREGON 97330 D E SHEET FIRST PARTIAL FLOOR PLAN - DEMOLITION (NORTH) 1 SCALE: 1/8"=1'-0" AD2.1.2 GENERAL NOTES: REFERENCE NOTES: (DEMO) D 1. GENERAL NOTES APPLY TO ALL DRAWINGS. 1 OPEN TO STRUCTURE ABOVE 55'-4" 2. DIMENSIONS ARE TO EXISTING FACE OF WALL, FACE OF NEW 2 EXISTING GYPSUM WALLBOARD CEILING AND SUPPORTS TO BE REMOVED, FRAMING, AND FACE OF EXISTING CONCRETE UNLESS NOTED GYPSUM WALLBOARD ONLY AT SIM. OTHERWISE. 3 EXISTING TO REMAIN 3. DRAWINGS ARE DIAGRAMMATIC ONLY AND SHOULD NOT BE SCALED. 4 REMOVE EXISTING WOOD SOFFIT AD6.2.2 1/AD6.4 NOTIFY ARCHITECT IMMEDIATELY OF ANY DISCREPANCIES OR QUESTIONABLE DIMENSIONS PRIOR TO PROCEEDING WITH AREA OF 5 EXISTING ROOF BEING REMOVED, REFER TO STRUCTURAL DRAWINGS QUESTIONABLE WORK. 6 EXISTING GYPSUM WALLBOARD TO REMAIN 4. REFER TO DIVISION 0110000 FOR LIST OF MATERIALS THAT ARE TO MATCH LINE 7 EXISTING ROOF HATCH TO REMAIN BE SALVAGED FOR REUSE OR OWNER PROVIDED CONTRACTOR INSTALLED 8 EXISTING WOOD SOFFIT BOARD TO BE REMOVED 9 EXISTING OVERHEAD DOOR TO BE REMOVED SYMBOL LEGEND: 10 EXISTING SECURITY CAMERA TO BE RELOCATED TO TEMPORARY PHARMACY, 4'-6" 4'-6" REFER TO SHEET A2.5 11 REMOVE EXISTING WOOD 2 2 EXISTING 1'x1' ACOUSTICAL CEILING TILE PLASTER SUBSTRATE AND ALL FURRING AND WOOD SUPPORT FRAMING TO BE REMOVE

EXISTING 2'x4' SUSPENDED ACOUSTICAL CEILING TILE SYSTEM TO BE REMOVED COL (D) COL (E) 15'-6" 15'-6" COL (E) COL (E) 2 EXISTING 1'x1' ACOUSTICAL CEILING TILE PLASTER SUBSTRATE AND ALL FURRING AND WOOD SUPPORT FRAMING TO REMAIN COL (E) 1x1 TILES AND FRAMING TO BE REMOVED ABOVE EXISTING 2'x4' SUSPENDED ACOUSTICAL CEILING TILE SYSTEM TO THIS AREA REMAIN 3 3 2 EXISTING EXISTING LIGHT FIXTURES TO BE REMOVED. REFER TO ELECTRICAL DRAWINGS 7'-9" AREA 10'-2" INCLUDED 1 CHASE (E) EXISTING EXISTING LIGHT FIXTURES TO REMAIN. REFER TO IN BASE AD6.2.1 ELECTRICAL DRAWINGS BID

(D) EXISTING EXIT LIGHT FIXTURES TO BE REMOVED. REFER TO ELECTRICAL DRAWINGS (E) EXISTING EXIT LIGHT FIXTURES TO REMAIN. REFER TO ELECTRICA DRAWINGS EXISTING HVAC (EXHAUST, DIFFUSER, RETURN AIR) TO BE REMOVED. REFER TO HVAC DRAWINGS AD6.2.2 1/AD6.4

EXISTING HVAC (EXHAUST, DIFFUSER, RETURN AIR) TO REMAIN. REFER TO HVAC DRAWINGS 55'-4" MATCH LINE ELEVATION OF FINISH CEILING ABOVE FINISH FLOOR, REFER TO 8'-0" FINISH SCHEDULE IN SPECIFICATIONS FOR ADDITIONAL D NOTE: INFORMATION ALL EXTERIOR PERIMETER WALL WORK (DEMO AND NEW) ARE PART OF BASE BID, REFER TO SHEET AD6.2.1 SECOND PARTIAL REFLECTED CEILING PLAN - DEMOLITION (SOUTH) - ADD ALTERNATE NO. 1

1 SCALE: 1/8"=1'-0"

D E 74'-0" AD6.2.1 2/AD6.4 MATCH LINE

AREA In the event conflicts are discovered between the INCLUDED original signed and sealed documents prepared by the Architects and/or their Consultants, and any IN BASE copy of the documents transmitted by mail, fax, 4 BID 4 electronically or otherwise, the original signed and sealed documents shall govern. 1 AD6.2.2 JOB NO. 2016.0030

DATE JAN 29, 2018

DRAWN MLH

REVISIONS 02-12-18 REVISIONS 1 02-28-18 ADDENDUM NO. 1 2 46'-0" 46'-0"

(D)

2 6 7

6 5 5 AD6.2.1 2/AD6.4 BENTON COUNTY HEALTH CLINIC

74'-0" MATCH LINE

530 NW 27TH STREET D E NOTE: ALL EXTERIOR PERIMETER CORVALLIS, OREGON 97330 WALL WORK (DEMO AND NEW) ARE PART OF BASE BID, REFER TO SHEET AD6.2.2 SHEET SECOND PARTIAL REFLECTED CEILING PLAN - DEMOLITION (NORTH) - ADD ALTERNATE NO. 2 1 2 SCALE: 1/8"=1'-0" AD6.4