© W

into

n Sc

ott A

rchi

tect

s, P

A

DRAWING LIST

D 101 DEMOLITION PLAN

A 101 FLOOR PLAN, PARTITIONS & FINISHES

A 201 REFLECTED CEILING PLAN & CEILING DETAILS

A 301 INTERIOR ELEVATIONS - CORRIDORS

A 302 INTERIOR ELEVATIONS - BATHROOMS

A 303 COURTROOM #3 PLAN, ELEVATIONS & DETAILS

A 401 FLOORING FINISHES PLAN & COLOR SCHEDULE

A 501 DOOR, WINDOW SCHEDULE AND DETAILS

PR1 PLUMBING REMOVALS

P 1 PLUMBING NEW WORK

P2 PLUMBING SCHEDULES

MR1 MECHANICAL REMOVALS

M1 NEW MECHANICAL WORK

E 000 ELECTRICAL GENERAL NOTES

E 101 ELECTRICAL POWER & SYSTEMS AND REMOVALS PLAN

E 102 ELECTRICAL PANEL SCHEDULES

E 201 LIGHTING AND LIFE SAFETY PLANS

PROJECT PHASING SCHEDULE TOTAL PROJECT COMPLETION DATE:_______________07/31/2018 COMPLETION DATE FOR ROOMS 103 & 104:__________06/30/2018

A/C AIR CONDITIONING LF LINEAR FEETAB ANCHOR BOLT, AIR BARRIER LH LEFT HANDABM AIR BARRIER MEMBRANE LIB LIBRARYABV ABOVE LIN LINEARACST ACOUSTIC LINO LINOLEUMACT ACOUSTICAL CEILING TILE LKR LOCKERADA AMERICANS WITH DISABILITIES ACT LL LEAD LINEDADJ ADJUSTABLE, ADJACENT LLH LONG LEG HORIZONTALAFF ABOVE FINISHED FLOOR LLV LONG LEG VERTICALAFG ABOVE FINISHED GRADE LP LOW POINTAFS ABOVE FINISHED SLAB LPL LOW PRESSURE LAMINATEAGG AGGREGATE LR LIVING ROOMAHU AIR HANDLING UNIT LT LIGHTALT ALTERNATE LTG LIGHTINGALUM ALUMINUM LWC LIGHT WEIGHT CONCRETEAMT AMOUNT LWIC LIGHT WEIGHT INS CONCRETEAP ACCESS PANELAPPD APPROVED MACH MACHINEARCH ARCHITECTURAL MAS MASONRYASPH ASPHALT, ASPHALTIC MAT MATERIALAV AUDIO VISUAL MAX MAXIMUMAVBM AIR + VAPOR BARRIER MEMBRANE MB MACHINE BOLTAVG AVERAGE MDF MEDIUM DENSITY FIBERBOARD@ AT MDO MEDIUM DENSITY OVERLAY

MECH MECHANICALB BASEMENT, BASE MED MEDIUM, MEDICALBB BULLETIN BOARD MF MINERAL FIBERBD BOARD MFR MANUFACTURERBET BETWEEN MFR REC MFR'S RECOMMENDATIONBEV BEVELED MH MAN HOLEBIT BITUMINOUS MIN MINIMUMBLDG BUILDING MIRR MIRRORBLKG BLOCKING MISC MISCELLANEOUSBM BENCH MARK, BEAM ML METAL LATHBOT BOTTOM MLDG MOLDINGBRG BEARING MLWK MILLWORKBRK BRICK MO MASONRY OPENING

MR MOISTURE RESISTENTC COURSE MS MACHINE SCREWCAB CABINET MTG MOUNTED, MOUNTINGCAP CAPACITY MTL METALCB CHALK BOARD, CATCH BASIN, CNR BEAD MW MICROWAVECBB CEMENTITIOUS BACKER BOARDCER CERAMIC NAT NATURALCEM CEMENT NIC NOT IN CONTRACTCHFR CHAMFER NFPA NATL FIRE PROTECTION ASSNCI CAST IRON NO NUMBERCJ CONTROL JOINT NOM NOMINALCL CENTER LINE NTS NOT TO SCALECLDG CLADDINGCLG CEILING OA OVERALLCLO CLOSET OC ON CENTERCLR CLEAR OD OUTSIDE DIAMETERCM CONSTRUCTION MANAGEMENT OF/CI OWNER FURNISHED /CMFM COLD FORMED METAL FRAMING CONTRACTOR INSTALLEDCMT CERAMIC MOSAIC TILE OH OVERHEADCMU CONCRETE MASONRY UNIT OPNG OPENINGCNR CORNER OPP OPPOSITECNTR COUNTER OPR OPERABLECOL COLUMN OS OUTSIDECOMP COMPRESSIBLECONC CONCRETE PAR PARALLEL, PARAPETCONST CONSTRUCTION PART PARTIALCONT CONTINUOUS PARTN PARTITIONCOORD COORDINATE PBD PARTICLE BOARDCP CAST IN PLACE PCC PRECAST CONCRETECPT CARPET PERF PERFORATEDCT CERAMIC TILE PERIM PERIMETERCTK COUNTERSUNK PERP PERPENDICULARCTR CENTER PHS PHILLIPS HEAD SCREWCU COPPER, CUBIC PL PLATE, PROPERTY LINECUH CABINET UNIT HEATER PLAM PLASTIC LAMINATE

PLAS PLASTIC, PLASTERD DRYER PLYWD PLYWOODDBL DOUBLE PNL PANELDF DRINKING FOUNTAIN POLY POLYETHYLENE, POLYURETHANEDH DOUBLE HUNG POLYISO POLYISOCYANURATE INS BOARDDIA DIAMETER PPB PREFINISHED PARTICLE BOARDDIM DIMENSION PREFIN PREFINISHEDDISP DISPENSER, DISPOSAL PT PAINT, PRESSURE TREATEDDPM DAMPPROOF MEMBRANE PTD PAINTEDDRW DRAWERDS DOWNSPOUT QT QUARRY TILEDTL DETAILDW DISHWASHER R RADIUS, RISERDWG DRAWING RB RUBBER BASE

RBR RUBBEREA EACH RAD RADIATOREIFS EXTERIOR INS + FINISH SYSTEM RC RESILIENT CHANNELEL ELEVATION RD ROOF DRAINELEC ELECTRICAL REC RECESSEDELEV ELEVATOR, ELEVATION RECEPT RECEPTACLEEPDM ETHYLENE PROPYLENE DIENE MONOMER REF REFERENCEEQ EQUAL REFR REFRIGERATOREQ SP EQUALLY SPACED REINF REINFORCE, REINFORCINGEPS EXPANDED POLYSTYRENE INS BOARD REP REPAIREW EACH WAY REPL REPLACEEWC ELECTRIC WATER COOLER REQD REQUIREDEX EXISTING RESIL RESILIENTEXH EXHAUST RFS RESINOUS FLOORING SYSTEMEXP EXPANSION, EXPOSED RH RIGHT HANDEXT EXTERIOR RL RAIN LEADER

RM ROOMFA FIRE ALARM RO ROUGH OPENINGFAS FASCIAFC FIRE CODE SAT SUSPENDED ACOUSTICAL TILEFCH FURRING CHANNEL SC SOLID COREFD FLOOR DRAIN SD SMOKE DETECTORFDN FOUNDATION SECT SECTIONFE FIRE EXTINGUISHER SF SQUARE FEETFF EL FINISH FLOOR ELEVATION SHF SHELFFG FIBERGLASS SHR SHOWERFH FLAT HEAD, FIRE HOSE SHRD SHOWER DRAINFIN FINISH, FINISHED SHT SHEETFIXT FIXTURE SHTH SHEATHINGFL FLUSH SHTV SHEET VINYLFLDG FOLDING SIM SIMILARFLR FLOOR SJ SCORED JOINTFLSHG FLASHING SKLT SKYLIGHTFLUOR FLUORESCENT SPCF SPRAYED CELLULOSIC FIBERFOF FACE OF FINISH SPECS SPECIFICATIONSFOM FACE OF MASONRY SPFP SPRAYED FIREPROOFINGFOS FACE OF STUD OR SLAB SPKLR SPRINKLERFOW FACE OF WALL SPUF SPRAYED POLYURETHANE FOAMFP FIREPROOF, FIREPROOFING SQ SQUAREFR FIRE RATED, FIRE RESISTANT, FRAME SS SOLID SURFACINGFRMG FRAMING SST STAINLESS STEELFRT FLOCKED RESILIENT TILE STD STANDARDFSR FLEXIBLE SHEET ROOFING STL STEELFTG FOOTING STO STORAGEFURG FURRING STRUCT STRUCTURE, STRUCTURALFURN FURNISH, FURNITURE SUP SUPPORTFWC FABRIC WALL COVERING SUSP SUSPENDED

SYM SYMMETRICALGA GAUGEGALV GALVANIZED T TREADGB GRAB BAR TB THROUGH BOLT, TOWEL BARGC GENERAL CONTRACTOR TEMP TEMPEREDGDR GUARD RAIL TER TERRAZZOGFRC GLASS FIBER REINFORCED CONCRETE TFM THERMALLY FUSED MELAMINEGFRG GLASS FIBER REINFORCED GYPSUM THK THICKGFRP GLASS FIBER REINFORCED PLASTIC THR THRESHOLDGL GLASS THRU THROUGHGSB GYPSUM SHEATHING BOARD TKBD TACKBOARDGT GROUT TOB TOP OF BEAMGWB GYPSUM WALL BOARD TOC TOP OF CONCRETEGYP GYPSUM TOS TOP OF STEELGYP BD GYPSUM BOARD TOW TOP OF WALLGYP PL GYPSUM PLASTER TP TOILET PAPER

TR TACK RAILHB HOSE BIBB TSTAT THERMOSTATHC HANDICAPPED, HOLLOW CORE TYP TYPICALHD HEAD T&B TOP AND BOTTOMHDBD HARDBOARD T&G TONGUE AND GROOVEHDR HEADER T-Z CU TIN ZINC COATED COPPERHDW HARDWAREHDWD HARDWOOD UC UNDERCUTHGR HANGER UON UNLESS OTHERWISE NOTEDHM HOLLOW METAL UPS UNINTERRUPTIBLE POWER SUPPLYHNDRL HANDRAIL UR URINALHORIZ HORIZONTALHP HIGH POINT V VINYL, VENTHPDL HIGH PRESSURE DECORATIVE LAMINATE VCT VINYL COMPOSITION TILEHR HOUR VERT VERTICAL, VERTICALLYHSKPG HOUSEKEEPING VEST VESTIBULEHT HEIGHT VIF VERIFY IN FIELDHTG HEATING VNR VENEERHW HOT WATER VP VENEER PLASTER

VR VAPOR RETARDERIBC INTERNATIONAL BUILDING CODE VWC VINYL WALL COVERINGID INSIDE DIAMETER VWF VINYL WALL FABRICINCL INCLUSIVEINS INSULATION W WASHING MACHINE, WIDEINT INTERIOR WB WHITE BOARDINV INVERT WC WATER CLOSETIS INSIDE WD WOODIWH INSTANTANEOUS WATER HEATER WDW WINDOW

WH WATER HEATERJC JANITORS CLOSET WM WIRE MESHJBOX JUNCTION BOX WP WATERPROOFINGJST JOIST WPM WATERPROOF MEMBRANEJT JOINT WPO WALL PROTECTION OVERLAY

WS WOOD SCREW, WEATHERSTRIPKC KILN DRIED, KNOCKED DOWN WSCT WAINSCOTKIT KITCHEN WWF WELDED WIRED MESH

W/ WITHL ANGLE W/O WITHOUTLAM LAMINATEDLAV LAVATORY XPS EXTRUDED POLYSTYRENE INS BDLBR LUMBER

State of Maine Administrative Office of the Courts

ArchitectWinton Scott Architects5 Milk Street Portland, Maine 04101

207-774-4811

Mechanical EngineerMechanical Systems Engineers10 Forest Falls Drive, #10BYarmouth, Maine 04096

207-846-1441

Abbreviations

West Bath Courthouse

FRAME OR BORROWED LIGHT TYPE

PARTITION

CMU PARTITION OR WALL

BRICK MASONRY VENEER

PARTITION OR WALL TO BE REMOVED

EXISTING PARTITION OR WALL

1A1

AA3.1

F3

A3.12 3

1

4

505

W 2

L 2

KEYED NOTE

EXTERIOR ELEVATION INDICATOR

INTERIOR ELEVATION INDICATOR

WALL SECTION INDICATOR

BUILDING SECTION INDICATOR

PARTITION TYPE INDICATOR

DOOR NUMBER

WINDOW TYPE

LOUVER TYPE

MILLWORK TYPEAW 2

Symbols Legend

A

BLOWN INSULATION

UNDISTURBED EARTH

COMPACTED FILL

POROUS FILL

CONCRETE

CONCRETE BLOCK CMU

MORTAR / GROUT / DRYWALL

FACE BRICK

WOOD FRAMING - CONTINUOUS

WOOD BLOCKING OR SHIM

PLYWOOD

PARTICLE BOARD / MDF

FINISH WOOD

BATT OR LOOSE FILL INSULATON

RIGID INSULATION

GLASS ELEVATION

ACOUSTICAL TILE

SHEET METAL

Materials

February 28, 2018

1

1

1W2 WINDOW NUMBER

Courtroom #3 Renovations

Electrical EngineerSwiftCurrent Engineering10 Forest Falls Drive, #8BYarmouth, Maine 04096

207-847-9280

Winton Scott Architects 5 Milk Street Portland, Maine 04101 207 774 4811 www.wintonscott.com Architecture / Planning Preservation Architecture Interior Architecture

West Bath District Court

State of Maine

February 28, 2018

Courtroom #3 Renovations

N O R T H

Mechanical Engineering Mechanical Systems Engineers 10 Forest Falls Drive #10B Yarmouth, Maine 04096 207 846 1441 Electrical Engineering SwiftCurrent Engineering 10 Forest Falls Drive #8B Yarmouth, Maine 04096 207 847 9280

EX. EP

EXIST. CONC BENCHEX. CONC BENCHEX. CONC BENCH

Scale: 1/4" = 1' - 0"

D 101

Demolition Floor Plan

LP2

LP4

11'-3

"

REUSE ASREUSE AS

REUSE AS

REUSE AS

REUSE AS

* remove upper half of wall to 48" AFF

6'-2" FULL HEIGHT DEMO

1616

1616

11

1010

1515

3 33

3

3

3

35

55

1212

1212

1213

13

5

5*8

1

2

14

106 108102B

1

1

1

12

2

2

2

1

4

102A

104

9 9

5

5

5

66

7

DEMO KEYED NOTES

1. REMOVE EXISTING ACT CEILING TILES AND GRID IN THIS ROOM COMPLETE WITH LIGHT FIXTURES AND ASSOCIATED WIRING

2. REMOVE EXISTING GLUE DOWN CARPET FLOORING AND VINYL BASE IN THIS ROOM. REMOVE ALL EXISTING GLUE, GRIND CONCRETE SMOOTH IN PREPARATION FOR INSTALLATION OF NEW FLOORING PER SCHEDULE

3. REMOVE EXISTING DOOR AND HOLLOW METAL FRAME; WHERE INDICATED SAVE FOR REUSE WHERE SCHEDULED; SAVE HARDWARE ITEMS FOR REUSE AS SCHEDULED

4. REMOVE EXISTING VINYL TILE AND VINYL BASE IN THIS ROOM; GRIND CONCRETE SMOOTH IN PREPARATION FOR INSTALLATION OF NEW FLOORING PER SCHEDULE

5. REMOVE EXISTING METAL STUD FRAMED DRYWALL PARTITION COMPLETE WITH BASE AND ANY DOOR/FRAME; PATCH AT REMOVALS TO MATCH ADJACENT EXISTING

6. REMOVE EXISTING PRECAST CONCRETE BENCH; PATCH SLAB AT REMOVAL AND GRIND SMOOTH IN PREPARATION FOR INSTALLATION OF NEW SLATE FLOORING

7. REMOVE EXISTING ASH PLYWOOD WAINSCOTING; TERMINATE REMOVAL AT ADJACENT CLOSEST GROOVE; SEE INTERIOR ELEVATIONS AND DETAILS

8. REMOVE EXISTING SLATE TILE FLOORING AND GRIND CONCRETE SMOOTH IN PREPARATION FOR INSTALLATION OF NEW FLOORING PER SCHEDULE; SEE FLOORING PLAN

9. CUT AND REMOVE SHOWN PORTION OF EXISTING METAL STUD DRYWALL PARTITION; PREPARE ROUGH OPENING FOR PROPOSED DOOR FRAME PER SCHEDULE

10. REMOVE EXISTING DRYWALL CEILING AND FRAME COMPLETE WITH LIGHT FIXTURES AND ASSOCIATED WIRING

11. REMOVE SHOWN PORTION OF EXISTING CMU/FURRING AND DRYWALL PARTITION; PATCH AT REMOVALS TO MATCH ADJACENT EXISTING

12. REMOVE ALL PLUMBING FIXTURES AND ASSOCIATED PIPING BACK TO MAIN; PREP CONCRETE FLOORING AT REMOVALS TO MATCH ADJACENT EXISTING; GRIND CONCRETE SMOOTH IN PREPARATION FOR INSTALLATION OF NEW FLOORING PER SCHEDULE

13. REMOVE AND RELOCATE AS SHOWN EXISTING ELECTRICAL PANELS LP2 AND LP4, COORDINATE WITH ELECTRICAL CONTRACTOR; PATCH OPENINGS AT REMOVALS TO MATCH ADJACENT EXISTING

14. REMOVE SLATE TILE FLOORING AS NEEDED FOR PLUMBING TRENCH, SEE PLUMBING DRAWINGS; PATCH SLAB AT REMOVALS TO MATCH ADJACENT, GRIND CONCRETE SMOOTH IN PREPARATION FOR INSTALLATION OF NEW FLOORING PER SCHEDULE; SEE FLOORING PLAN

15. REMOVE CERAMIC MOSAIC FLOORING TILE; GRIND CONCRETE SMOOTH IN PREPARATION FOR INSTALLATION OF NEW FLOORING PER SCHEDULE

16. REMOVE CERAMIC WALL TILE; GRIND WALL TO REMAIN SMOOTH AS REQUIRED FOR INSTALLATION OF NEW DRYWALL TOP ADHERED LAYER

17. OPEN TRENCH IN 4” CONCRETE SLAB FOR CONDUIT INSTALLATION, COORDINATE W/ ELECTRICAL; FILL IN NEW SLAB TO MATCH EXISTING, GRIND SMOOTH IN PREPARATION FOR THE NEW FLOORING

1

2

3

4

5

6

7

8

9

10

11

12

13

14

15

16

CORRIDOR

OFFICE

OFFICE

JUDICIALCHAMBERS

MENENV OFFICE

CORRIDOR

TOILET

WOMENMEDIATIONOFFICE

OFFICE

OFFICE

17

17

7

7

Winton Scott Architects 5 Milk Street Portland, Maine 04101 207 774 4811 www.wintonscott.com Architecture / Planning Preservation Architecture Interior Architecture

West Bath District Court

State of Maine

February 28, 2018

Courtroom #3 Renovations

N O R T H

Mechanical Engineering Mechanical Systems Engineers 10 Forest Falls Drive #10B Yarmouth, Maine 04096 207 846 1441 Electrical Engineering SwiftCurrent Engineering 10 Forest Falls Drive #8B Yarmouth, Maine 04096 207 847 9280

EX. EP

EXIST. CONC BENCHEX. CONC BENCHEX. CONC BENCH

GATE

GATE

2A*D

LP4

LP2

HG

E/F

2

5'-2"D

G

G

E/F

E/F

K/L

E/F

K/L

L

ROOM NUMBER ROOM FLOOR WALL BASE WAINSCOT WALL MATL WALL FINISH CEILING MATL CEILING

FINISH NOTES

101 CORRIDOR EXIST QT / SLATE EXIST ASH EXIST ASH EXIST / NEW GWB PTD EXIST ACT - - NEW GWB FINISH TO MATCH EXISTING

102 COURTROOM #3 CPT-1 ASH - - EXIST / NEW GWB PTD ACT-1 / GWB PTD CHAIR RAIL AT NORTH AND EAST WALLS, SEE A303 FOR DETAILS

103 JUDICIAL CHAMBERS CPT-1 ASH - - EXIST / NEW GWB PTD ACT-1 - -

104 JUDICIAL LAV LVT 3.5” SOLID VINYL - - GWB PTD* ACT-1 - - * EPOXY PAINT SYSTEM

105 CORRIDOR EXIST QT / SLATE EXIST ASH EXIST ASH EXIST / NEW GWB PTD EXIST ACT - - NEW GWB FINISH TO MATCH EXISTING

106 WOMEN LVT 3.5” SOLID VINYL - - GWB PTD* ACT-2 - - * EPOXY PAINT SYSTEM

107 ENVIRONMENTAL SERVICES LVT 3.5” SOLID VINYL - - GWB PTD* ACT-2 - - * EPOXY PAINT SYSTEM

108 MEN LVT 3.5” SOLID VINYL - - GWB PTD* ACT-2 - - * EPOXY PAINT SYSTEM

109 ACCESS TERMINALS ST-1 ASH ASH GWB PTD ACT-1 - -ST-1: NEW BLACK SLATE TILES TO MATCH EXISTING; NEW GWB FINISH TO MATCH EXISTING IN CORRIDORS

Scale: as shown

A 101

Floor Plan Partitions &

Finishes

13'-7" 25'-2"

10'-2

"20

'-4"

1'-9

"

12'-4

"

PROPOSED FLOOR PLANSCALE: 1/4" = 1'-0"

1

A B C

FOR DETAILS IN THIS ROOM SEE DRAWING A303

FINISH SCHEDULE

106

107

108

1302A

D

C

1302

B

E

CA

2302

C

DA

2302

B

A D

HPDL COUNTER

11'-3

"

5'-2"

4'-8

"3'

-0" C

LR

1'-5

"1'

-5"

1'-6

" CLR

3'-0

"

4'-9"

EQ EQ

3'-2"2'-0" CLR

6'-2" CLR

4'-0" CLR

3'-4"

1'-0" 14'-3 1/4" 1'-2"2 1/2" 2 1/2" 2 1/2"

EQ

EQ

EXISTING ELEC. PANELS RELOCATED ON OPP SIDE OF WALL INFILL CAVITY AS NEEDED

1* 2

2

2

4

6

6 6

6

6

6

301

4

6

5 3

TOPILET PARTITION (TP) POST MOUNTED ON SILL & TO HEADRAIL ABOVE

TOILET PARTITION HEADRAIL

2

2A

5

102A 1*

36" H HARDWOOD GALLERY AND WITNESS RAIL

CR

1*

34" H HARDWOOD BENCH RAIL10" x 14" PULL-OUT SHELF

301

1

301

2

LOW WALL W/ ASH CAP

PT

3302

A

C

BD

3'-3

"

1'-6"

5'-8"

CR

103A

103B 111104

2A

1*

102B

NEW WAINSCOTTING TO MATCH EXISTING; SEE INTERIOR ELEVATIONS

NEW WAINSCOTTING TO MATCH EXISTING; SEE INTERIOR ELEVATIONS

NEW WAINSCOTTING TO MATCH EXISTING; SEE INTERIOR ELEVATIONS

GWB FINISH AND WALL BASE TO MATCH EXISTING IN THIS ROOM

6 6

6

6W1W1

7

NO

TE 1

NOTE 1 - VERIFY EXISTING CONDITION OF WALL ABOVE CEILING. EXTEND TOP OF WALL TO UNDERSIDE OF DECK IF NOT SO; CAULK AROUND PERIMETER FOR ACOUSTICAL ISOLATION

2'-6

"

42" GB

42" GB

42" GB

36" G

B

42" GB

36" G

B

42" G

B

36" GB

3

108MEN

ENV

ACCESSTERMINALS

WOMEN106

107

109

OFFICE110

CORRIDOR105

COURTROOM #3102

CORRIDOR101

JUDICIALCHAMBERS103

104

JUDICIAL LAV

111

MEDIATION

5/8"

3 5/

8"INSULATION @2A ONLY

FACE OF EXISTING WALLSTEEL ANGLE ON WALL

TO FASTEN STUD BRACE1'-4"

6"5/

8"

7 1/

4"

5/8"

1'-4"

3 5/

8"5/

8"

4 7/

8"

5/8"

2"3

5/8"

5/8"

2"5/

8"1'

-0"

2 1/

2"

5/8"

5/8"

1'-2

"2

1/2"

2 1/

2"

1* PARTITION 1

• 6" 25 GA MTL STUD @ 16" O.C.• 5/8" TYPE X GWB EA SIDE (MR BOARD IN

BATHROOM SIDE)• 6” ACOUSTICAL BATT INSULATION • ACOUSTIC CAULKING BOTH SIDES TOP AND

BOTTOM

* WHERE AS INFILL IN EXISTING OPENING, MATCH ADJACENT EXISTING PARTITION

2* PARTITION 2

• 3 5/8“ 25 GA MTL STUD @ 16" O.C.• 5/8" TYPE X GWB EA SIDE (MR BOARD IN

BATHROOM SIDE)• ADD 3 5/8” ACOUSTICAL BATT INSULATION @ 2A• ADD ACOUSTIC CAULKING BOTH SIDES TOP

AND BOTTOM @2A

* WHERE AS INFILL IN EXISTING OPENING, MATCH ADJACENT EXISTING PARTITION

2A*

3PARTITION 3

▪ 2” RIGID INSULATION ON FACE OF EXISTING DRYWALL

▪ 3 5/8” 25 GA MTL DTUD @ 16” O.C.▪ 5/8” GWB MR BOARD▪ 3” BATT INSULATION IN CAVITY, KEEP

PIPES ON WARM SIDE

TOILET PIPING - SEE PLUMBING DRW

4PARTITION 4 - @ SINGLE ROW TOILETS

▪ 2” RIGID INSULATION ON FACE OF EXISTING DRYWALL

▪ 12” CLEAR CHASE FOR TOILET PLUMBING

▪ 2 1/2” 25 GA MTL STUD @ 16” O.C.▪ 5/8” GWB MR BOARD

TOILET PIPING - SEE PLUMBING DRW

5PARTITION 5 - @ DOUBLE ROW TOILETS

▪ 5/8” GWB MR BOARD▪ 2 1/2” 25 GA MTL STUD @ 16” O.C.▪ 14” CLEAR CHASE FOR TOILET

PLUMBING▪ 2 1/2” 25 GA MTL STUD @ 16” O.C.▪ 5/8” GWB MR BOARD

6PARTITION 6

▪ 1/2” GWB MR BOARD ADHERED ON FACE OF EXISTING WALL

FACE OF EXISTING WALL; PREPARE AS REQUIRED FOR INSTALLATION OF ADHERED GWB

PARTITION TYPESSCALE: 3" = 1'-0"

2

2 1/2" STUD BRACE AT 24" O.C VERTICALLY

FOAM INSULATION INFILL AT ALL CONNECTION POINTS

5/8" GWB CROSS BRACE 12"H x W, SCREWW-ATTACHED AT O.C. 48" VERTICALLY

INSTALL INSULATION IN SPACE BEHIND PIPING - TYP

LOCATE PIPES ON WARM SIDE OF INSULATED WALL; PIPES AND PIPE INSULATION BY MECHANICAL

7PARTITION 7

▪ 3 5/8” 25 GA MTL DTUD @ 16” O.C. ON FACE OF EXISTING DRYWALL

▪ 3” ACOUSTICAL INSULATION ▪ 5/8” GWB MR BOARD

FACE OF EXISTING GWB

EXTEND TO UNDERSIDE OF DECK ABOVE - TYPICAL (WHERE DESIGNATED EXTEND 4" ABOVE CEILING AND BRACE TO DECK @ 4' O.C.)

Winton Scott Architects 5 Milk Street Portland, Maine 04101 207 774 4811 www.wintonscott.com Architecture / Planning Preservation Architecture Interior Architecture

West Bath District Court

State of Maine

February 28, 2018

Courtroom #3 Renovations

N O R T H

Mechanical Engineering Mechanical Systems Engineers 10 Forest Falls Drive #10B Yarmouth, Maine 04096 207 846 1441 Electrical Engineering SwiftCurrent Engineering 10 Forest Falls Drive #8B Yarmouth, Maine 04096 207 847 9280

1'-0

"

Scale: as shown

A 201

Reflected Ceiling Plan

Ceiling Details

GWB SOFFIT @ 8'0" AFF

ACT 9'-0"

2X2 ACOUSTIC CEILING TILE

CEILING HEIGHT AFF - VERIFY IN FIELD

2X2 LIGHT FIXTURE PER ELECTRICAL

NEW AIR VENT REGISTER

1'-0

"

1'-0"

22'-0"

RECESSED DOWNLIGHT

16" LED DRUM FLUSH WITH CLG

GWB 8’-10”

GWB 8’-10”

GWB 9'-0"

DRYWALL CEILING

CEILING HEIGHT AFF- VERIFY IN FIELD

2

1

1

1

CEILING LEGEND

REFLECTED CEILING PLANSCALE: 1/4" = 1'-0"

1

EXISTING AIR VENT REGISTER RELOCATED PER NEW CLG TILE LAYOUT

GWB 8’-10”

1'-6"

ACT-1 9'-0"

ACT-1 9'-0"

ACT-1 9'-0"

ACT-2 9'-0"

ACT-1 9'-0"

ACT-2 8'-0"

ACT-2 8'-0"

ACT-2 8'-0"

104

JUDICIAL LAV

JUDICIALCHAMBERS103

COURTROOM #3102

108MENWOMEN

106

ACCESSTERMINALS109

OFFICE110

CORRIDOR105

CORRIDOR101

111

MEDIATION

ENV107

SPRINKLER HEAD

REMOVE EXISTING fSPRINKLER HEAD

BOTTOM OF EXISTING DECK

6"

ACT @ 9'-0"

GWB @ 8'-10"

DRYWALL SOFFIT DETAILSCALE: 3" = 1'-0"1

2 1/2" METAL STUD SOFFIT FRAMING

ACT-1

5/8" PAINTED GWB SOFFIT

1 1/

2"

BOTTOM OF EXISTING DECK @ 14'-0" AFF

6"6"

ACT-1 @ 9'-0"ACT-1 @ 9'-0"

GWB @ 8'-10"

2 1/2" METAL STUD SOFFIT FRAMING

5/8" PAINTED GWB SOFFIT

1 1/

2"

1 1/

2"

FACE OF EXISTING GWB

DRYWALL SOFFIT DETAILSCALE: 3" = 1'-0"2

1'-6"

2"

BOTT. OF EXIST. DECK 14'-0"

Winton Scott Architects 5 Milk Street Portland, Maine 04101 207 774 4811 www.wintonscott.com Architecture / Planning Preservation Architecture Interior Architecture

West Bath District Court

State of Maine

February 28, 2018

Courtroom #3 Renovations

Mechanical Engineering Mechanical Systems Engineers 10 Forest Falls Drive #10B Yarmouth, Maine 04096 207 846 1441 Electrical Engineering SwiftCurrent Engineering 10 Forest Falls Drive #8B Yarmouth, Maine 04096 207 847 9280

ASH WAINSCOTTING + TRIM TO MATCH EXISTING

3'-6

"D.2D.3 TYP

ASH WAINSCOTTING TO MATCH EXISTING - TYPICAL

ASH TRIM TO MATCH EXISTING - TYPICAL

EXIST ASH WAINSCOTTINGEXIST ASH

WAINSCOTTING

EXIST ASH WAINSCOTTINGEXIST ASH

WAINSCOTTING

PTD EXISTING GWB

108

103B111

EXIST ASH WAINSCOTTING

CRCR

106

EXIST BUILT-IN TACKBOARD

ASH TRIM TO MATCH EXISTING

ASH WAINSCOTTING TO MATCH EXISTING

ASH TRIM TO MATCH EXISTING

ASH TRIM TO MATCH EXISTING - TYP

ASH WAINSCOTTING TO MATCH EXISTING - TYP D

PL

DA

TA

HPDL COUNTER

ASH BACK + SIDE SPLASHES

ASH WAINSCOTTING TO MATCH EXISTING

ASH TRIM

CAST METAL LETTERS BY OWNER

COURTROOM #3

102A

ASH WAINSCOTTING + TRIM TO MATCH EXISTING

Interior Elevations Corridors

A 301

Scale: as shown

A A A

A A

AA B

B

EXIST ASH WAINSCOTTING

PATCH AND PTD NEW GWB FINISH TO MATCH

ADJACENT EXISTING

PTD EXISTING GWB

PTD EXISTING GWB

PATCH AND PTD NEW GWB FINISH TO MATCH

ADJACENT EXISTING

PTD EXISTING GWB PTD EXISTING GWB

PTD EXISTING GWB

PTD EXISTING GWB

PATCH AND PTD NEW GWB FINISH TO MATCH

ADJACENT EXISTING

PATCH AND PTD NEW GWB FINISH TO MATCH ADJACENT EXISTING

2'-6

"3

1/2"

3'-6

"

1'-0

"

CORRIDOR 101 - WEST ELEVATIONSCALE: 3/8" = 1'-0"1

CORRIDOR 105 - WEST ELEVATIONSCALE: 3/8" = 1'-0"2

ACCESS TERMINALS 109 - SOUTHSCALE: 3/8" = 1'-0"3

ACCESS TERMINALS 109 - WESTSCALE: 3/8" = 1'-0"4

ACCESS TERMINALS 109 - NORTHSCALE: 3/8" = 1'-0"5

ACCESS TERMINALS 109 - EASTSCALE: 3/8" = 1'-0"6

B

A301

B.1

B.1

B.1

B.1

FACE OF WALL BEYOND

D.3

D.1

D.2

D.1

D.2

D.1

D.2

D.1

TERMINATE REMOVAL AT THE CLOSEST GROOVE

TERMINATE REMOVAL AT THE CLOSEST GROOVE

WALL INFILL

TERMINATE REMOVAL AT THE CLOSEST GROOVE

102B

EXIST CONC BENCH EXIST CONC BENCH

EXIST CONC BENCH

A

108

D.2

D.1

GWB CJ GWB CJ

PTD GWBPTD GWB

PTD GWB

PTD GWB

PTD GWB SOFFIT

CONCEALED COUNTER SUPPORT W/2X SISTER TO FLOOR

4'-0

" TY

P

1/2" 1/2"

1/2" 1/2"

1/2"

NOTE: THIS DETAIL TO MATCH EXISTING; VERIFY IN FIELD AND ADJUST ACCORDINGLY

1/2"1/4"

1 1/

2"1/

2"

1"

2

6

1/8"x 1/8" GROOVE - TYP

2"

1/4"

1/4"

NEW OR EXISTING 5/8" GWB

NEW OR EXISTING 1/2" GWB

PAINTED GWB FINISH TO MATCH EXISTING

NOTE: THIS DETAIL TO MATCH EXISTING; VERIFY IN FIELD AND ADJUST ACCORDINGLY

1/2"

1/4"

1 1/

2"1/

2"

1"

2

6

1/8"x 1/8" GROOVE - TYP

2"2"

1/4"

1/4"

1/2"

3'-6" AFF - MATCH ADJACENT EXISTING

EX

ISTI

NG

PO

RTI

ON

OF

WA

INS

CO

TTIN

G T

O R

EM

AIN

3'-6" AFF - MATCH ADJACENT EXISTING

3/4" ASH VENEER HRDW PLYWD

2 8

2

1/2"

1/2"

3/4"3/4"

3/4" ASH TRIM WALL CAP

AS

H T

RIM

TO

M

ATC

H E

XIS

TIN

G,

BO

TH S

IDE

S

1/2"

3/4" 3/4"

3/4" ASH VENEER HRDW PLYWD

5 1/

2"

1/2"

1/2"

5 1/

2"1/

2"

1/2"

1/4"

3/4" ASH SIDE & BACKSPLASH

30" AFF

3/4" HPDL FINISH PLYWD COUNTERTOP

AS

H T

RIM

- TY

P

3/4" ASH VENEER HRDW PLYWD

1 1/

2"

1 1/2"

SOLID ASH WOOD NOSING

WAINSCOTTING DETAIL @ HALF WALLSCALE: 3" = 1'-0"B

WAINSCOTTING DETAIL @ WALLSCALE: 3" = 1'-0"A

1/4"

2

EXIST. 6" CORRIDOR PARTITION

1 1/2"

1 1/

2"1"

1/4"

1"

10 3/4"

EXISTING ASH PANEL ON CORRIDOR SIDE3/4" ASH VENEER

HRDW PLYWD

3/4" 3/4"

3/4"

3/4" ASH TRIM

PLAN DETAIL @ HALF WALLSCALE: 3" = 1'-0"B.1

1/2"

22

5/8"

3/4"

3/4"

1/8"

1/4"

1/2"

1/4"

1/2" 1/2"

1/2"

3/8"

1/2"

8 3/

4"

8 3/

4"

1/2"

1/2"

UPPER JAMBSCALE: 3" = 1'-0"D.1D.3 D.2

LOWER JAMBSCALE: 3" = 1'-0"

7 1/4" VIF EXIST. PARTITION

PROVIDE NEW 6" MTL TRACK

EXIST. 6" MTL STUDS

1/4" SHIM

8 1/4"

Winton Scott Architects 5 Milk Street Portland, Maine 04101 207 774 4811 www.wintonscott.com Architecture / Planning Preservation Architecture Interior Architecture

West Bath District Court

State of Maine

February 28, 2018

Courtroom #3 Renovations

Mechanical Engineering Mechanical Systems Engineers 10 Forest Falls Drive #10B Yarmouth, Maine 04096 207 846 1441 Electrical Engineering SwiftCurrent Engineering 10 Forest Falls Drive #8B Yarmouth, Maine 04096 207 847 9280

3'-0

"

3'-4

" MA

X b

ott o

f mirr

or

2'-1

0" M

AX

PTD GWB PTD GWB

PTD GWB

E

F

3'-0" 3'-0" 3'-0"

SST WALL GUARD BOTH SIDES BY SECT. 22 00 0024"x24" MOP SINK BY SECT. 22 00 00

PTD GWB PTD GWB

2'-1

0" M

AX

2'-5

1/2

" AD

A

1'-6" CLR

C B

2'-5

1/2

" AD

A

3'-0

"

2'-8

" TY

P

3'-0"

3'-0"

3'-6" 1'-0"

3'-0

"

3'-0"6"

PTD GWB

PTD GWB

STALL PANELSTALL PANEL

PTD GWB PTD GWBPTD GWB

107106

1'-6" CLR

C

3'-0

"3'-0" 6"

PTD GWB

3'-0"

STALL PANEL

PTD GWB PTD GWB

3'-0

"

B

2'-5

1/2

" AD

A

3'-0"

3'-6"1'-0"

STALL PANEL

PTD GWB

1'-5

"

PTD GWB

ROOM 108 - MEN RESTROOMSCALE: 3/8" = 1'-0"2

ROOM 106 - WOMEN RESTROOMSCALE: 3/8" = 1'-0"1

GG G

3'-4

" TY

P

INSULATE ALL EXPOSED PIPING - TYP

GENERAL NOTES

1) PROVIDE SOLID BLOCKING BEHIND ALL WALL MOUNTED ACCESSORIES

2) REFER TO SPECIFICATIONS AND DETAILS FOR HARDWARE DESCRIPTIONS

3) DIMENSIONS ARE TO FACE OF FINISHED WALL, FACE OF TOILET PARTITION AND EDGE OF ACCESSORIES, UNLESS NOTED OTHERWISE

4) INSULATE ALL EXPOSED PIPES AT LAVATORIES PER ADA COMPLIANCE, TYPICAL

LEGEND

A. SST FRAMED MIRROR 24x36

B. 42” GRAB BAR

C. 36” GRAB BAR

D. PAPER TOWEL DISPENSER BY OWNER

E. PARTITION MOUNTED TOILET TISSUE DISPENSER

F. PARTITION MOUNTED SANITARY NAPKIN DISPOSAL

G. SOAP DISPENSER BY OWNER

H. DIAPER CHANGING STATION

K. SURFACE MOUNTED TOILET TISSUE DISPENSER

L. SURFACE MOUNTED SANITARY NAPKIN DISPOSAL

M. DOUBLE ROBE HOOK

N. 24” SST SHELF

CB

CB

2'-1

0"

D

INSULATE ALL EXPOSED PIPING - TYP

PTD EX. GWB PTD GWB

1'-6" CLR

C

3'-0

"

3'-0" 6"

B B

3'-0"

3'-6"1'-0"

C

EXISTING LAVATORY REMAINS IN PLACE; INSULATE PIPING IF NOT INSULATED

EXISTING LAVATORY AND MIRROR REMAIN IN PLACE

PTD GWB AT INFILL

PTD EX. GWBPTD GWB

104

ROOM 104 - JUDICIAL LAVATORYSCALE: 3/8" = 1'-0"3

A B C D

A B C

A B C D

VB-TYP

VB-TYP

VB-TYP

A 302

VANITY LIGHT FIXTURE BY ELECTIRCAL

5'-0

"

24 PRIVACY SCREEN PANEL

4'-7

"

PTD

GW

B

ASH WALL CAP

D

DOOR BEHIND

Interior Elevations BathroomsScale: 3/8" = 1' - 0"

HEADRAIL TO SUPPORT TO CORNER POST

EXISTING PAPER TOWEL AND SOAP DISPENSERS SHALL REMAIN IN PLACE

RELOCATE AS SHOWN EXISTING TOILET TISSUE DISPENSER

3'-0

"

2'-5

1/2

" AD

A

NEW VANYTY FIXTURE BY ELECTRICAL

A 36x24 A 36x24

EFE

F

E

F

BY OWNER - TYPICAL

KL

E

FEF K

LK

L

K

L

2'-8

" TY

P

2'-8

" TY

P

BY OWNER - TYPICAL

L

M

4'-0

" MA

X

8"

PTD GWB PTD GWB

D

3'-0

"

G

3'-4

" TY

P

2'-1

0" M

AX

ROOM 106 - WOMEN RESTROOMSCALE: 3/8" = 1'-0"1

E

BY OWNER - TYPICAL

CUH-1

HEATING UNIT BY MECHANICAL, TOP AT 2" MIN TO CLG.

7'-0

" VIF

BY OWNER - TYPICAL

PTD GWB

MOP HANGER BY SECT. 22 00 00

3'-0"

A 36x24

1'-5

"

PTD GWB

2'-1

0" M

AX

3'-4

" MA

X b

ott o

f mirr

or

G

INSULATE ALL EXPOSED PIPING - TYP

D

VANITY LIGHT FIXTURE BY ELECTIRCAL

BY OWNER - TYPICAL

HEATING UNIT BY MECHANICAL, TOP AT 2" MIN TO CLG.

7'-0

" VIF

CUH-1

SST 24" SHELFN

4'-6

"

5'-0

"

Winton Scott Architects 5 Milk Street Portland, Maine 04101 207 774 4811 www.wintonscott.com Architecture / Planning Preservation Architecture Interior Architecture

West Bath District Court

State of Maine

February 28, 2018

Courtroom #3 Renovations

Mechanical Engineering Mechanical Systems Engineers 10 Forest Falls Drive #10B Yarmouth, Maine 04096 207 846 1441 Electrical Engineering SwiftCurrent Engineering 10 Forest Falls Drive #8B Yarmouth, Maine 04096 207 847 9280

7'-4"

CP

T-1

ST-

1

GATE

GATE

CR

CP

T-1

ST-

1

COURTROOM #3

102

70°

2'-6" CLR

103A

102B102A

3"R

16"x15" PRINTER CADDY BELOW - DET. 51'

-6" c

lr2'

-6" c

lr1'

-9" c

lr 20.5"x13"x25" FORMS ORGANIZER BELOW - DET. 6

5'-8

" CLR

5'-1

" CLR

2'-2

1/2

"2'

-2 1

/2"

3'-8

"3'

-8"

4'-0" 7'-4 1/2"

4"

1'-1

0" C

LR

TO F

AC

E O

F E

XIS

TIN

G G

WB

3'-9

"

2'-5"

4'-3

"

8"1'

-4"

1'-4

"

1'-4

"

INFILL EXISTING OPENING TO MATCH EXISTING

INFILL EXISTING OPENING TO MATCH EXISTING

F

J

A

BD

C

303 E1E2

303 E3

10" x 14" PULL-OUT SHELF

36" H HARDWOOD GALLERY AND WITNESS RAIL

ASH HRDWD. FINISH END OF RAIL WHERE EXPOSED ABOVE SILL

CHAIR RAIL SEE DET. G

CHAIR RAIL SEE DET. G

GROMMET

GROMMET

ASH HRDWD. FINISH END OF RAIL WHERE EXPOSED ABOVE SILL

BU

LLE

T R

ES

ISTA

NT

PA

NE

L

COUNTER SUPPORT - TYP.

STEEL POST - TYP

24 1" 1/8"

SIL

EN

CE

RS

FACE OF DRYWALL

MORTISED TOP PIVOT

1 3/

4"

24

MORTISED TOP PIVOT

1 3/

4"

24

BENCH SIDE

PUBLIC SIDE

SURFACE MOUNTED LATCH

3 1/2" 1/2" 3 1/4" 1/8"

24

24

23

23

23

23

3 1/4" 1/2" 3 1/2"

1/2"

1/2"

1/2" 5/8"

1/2"1/2"

1/2"

SCREW + PLUG ASH STOP

1/2"

3/4"3 1/4"3 1/4"1/2"3 1/2"

6 3/

8"

6 3/

8"

3"x3"x3/16" STEEL TUBE, WELDED TO 5"x8"x3/8" STEEL BASE PLATE W/ 4 3/8" EXP. BOLTS, 3" EMBEDMENT IN EXISTI. CONCRETE SLAB; SEE FLOOR PLAN FOR APPROXIMATE LOCATIONS - VIF

1" 1"

TOP OF GATE2X4 TOP PLATE

22 33

(2) 2X4 STUD AT JAMB

1"

1/2"

1/2"

1/2"

2 1/

4"

3/4"1/2" 3 1/4"3 1/4"

1/2"1/2"

1/2"

1/2"

TOP OF BAR @ 34" AFF

1" TYP

1/2"

1X SOLID ASH - TYP

ASH VENEER PLYWD GATE WITH SOLID ASH PERIMETER

ASH VENEER PLYWD GATE WITH SOLID ASH PERIMETER

1X SOLID ASH - TYP

1/4 x 3 LAG @ 12"- TYP

BLOCKING IN WALL

1/4 x 3 LAG @ 12" TYPICAL

MORTISED TOP PIVOT

3'-0" CLR GATE OPENING

FACE OF DRYWALL

3/4" ASH VENEER PLYWOD1X8 SOLID ASH BASE

8 1/2"

24

EDGE OF DESK ABOVE

4"

1/2" SOLID ASH TRIM

24

24

TOP OF GATE

2X4 TOP PLATE

2 3

(2) 2X4 STUD AT JAMB

1/2"

1/2"

4"

1/2"

3'-0" CLR GATE OPENING

1 1/

4"

3 1/4"

1/2"

TOP OF RAIL @ 36" AFF

3"x3"x3/16" STEEL TUBE

2x3 STUD AND BLOCKING

C1

A1 B1

2 4

2 4

1/2" 1/

2"

3 1/

2"

3 1/

2"

6 3/8"

2 4

2 4

4"

1X8 SOLID ASH BASE

1X8 SOLID ASH BASE

3/4" ASH VENEER PLYWD

1/2" PLPYWD

3/4" ASH VENEER PLYWD

1/2" PLPYWD

UL LISTED BULLET RESISTANT PANELS @

KNEE SPACE 2 4

1/2" SOLID ASH TRIM

1/2" SOLID ASH TRIM

6 3/8"

BENCH SIDEPUBLIC SIDE

Courtroom Plan, Elevations &

Details

A 303

Scale: as shown

2

6

2

4

2

6

3 1/2" 1/2"

1/2"

8"

8"

PLAN DETAIL AT BENCHSCALE: 3" = 1'-0"J

5 1/

2"

CHAIR RAIL DETAILSCALE: 3" = 1'-0"G

FACE OF EXISTING GWB 34" AFF

4 1/

2"

1/2" ASH RAIL

1"1/

4"

NEW CPT FINISH

1"1/

4"

PTD NEW OR EXIST. GWB

5 1/

2" 3/4" ASH WALL BASE

ASH WALL BASE DETAILSCALE: 3" = 1'-0"F

THIS WALL BASE IN ROOMS 102 & 103 ONLY

1/8" R

1/8" R

1/8" R

COURTROOM #3 ENLARGED PLANSCALE: 3/8" = 1'-0"

JAMB PLAN DETAIL AT BENCH GATESCALE: 3" = 1'-0"

AJAMB PLAN DETAIL AT BENCH GATESCALE: 3" = 1'-0"

B

JAMB SECTION DETAIL AT BENCH GATESCALE: 3" = 1'-0"

A1JAMB SECTION DETAIL AT BENCH GATESCALE: 3" = 1'-0"

B1

JAMB PLAN DETAIL AT GALLERY GATESCALE: 3" = 1'-0"

CJAMB PLAN DETAIL AT GALLERY GATESCALE: 3" = 1'-0"

D

JAMB SECTION DETAIL AT GALLERY GATESCALE: 3" = 1'-0"

C1JAMB PLAN DETAIL AT WITNESS RAILSCALE: 3" = 1'-0"

F

BENCH RAIL ELEVATIONSCALE: 1/2” = 1'-0"

E1GALLERY RAIL ELEVATIONSCALE: 1/2” = 1'-0"

E2WITNESS RAIL ELEVATIONSCALE: 1/2” = 1'-0"

E3

SECTION AT GALLERY RAILSCALE: 1 1/2” = 1'-0"

1SECTION AT WITNESS RAILSCALE: 1 1/2” = 1'-0"

2SECTION AT WITNESS RAILSCALE: 1 1/2” = 1'-0"

2.1SECTION AT BENCH RAILSCALE: 1 1/2” = 1'-0"

3SECTION AT BENCHSCALE: 1 1/2” = 1'-0"

4SECTION AT PRINTER CADDYSCALE: 1 1/2” = 1'-0"

5

CADDY DIM. 16"W x 15"D

SECTIONS AT FORMS ORGANIZERSCALE: 1 1/2” = 1'-0"

6

1/2"

FACE OF EXISTING GWB

1/2"3 1/2"

TYPICAL ASSEMBLY AT ALL RAILS, UNLESS NOTED OTHERWISE

1/2" PLPYWD

UL LISTED BULLET RESISTANT PANELS @

KNEE SPACE

HPDL 3/4 MDF

F

2.1

2 4

1 1/

2"

2'-1

0"

2 4

2'-1

0"

2 42 4

2 6

3'-0

"

2 6

1/2"

3 1/

2"

1/2"

3 1/

2"

1/2"6 7/8"1/2"

3'-0

"

2 4

3"x3"x3/16" (33 3/8" H) STEEL TUBE SEE LOCATIONS ON FLOOR PLAN; SEE PLAN DETAIL

ALTERNATED 2X4 STUDS; SEE PLAN DETAIL

1/2"

3 1/

2"

1/2" 8 1/2" 1/2"

7 1/

4"

7 1/

4"

7 1/

4"

1/2" 6 1/2" 1/2"

1/2"

3 1/

2"7

1/4"

1/2" 6 1/2" 1/2"

1 1/2"

3/4" SOLID ASH WOOD TOP - TYP

3/4" SOLID ASH WOOD TRIM - TYP

3/4" ASH VENEER PLYWOOD

1/2" PLYWOOD

UL LISTED BULLET RESISTANT PANELS AT KNEE SPACE - SEE PLAN FOR LOCATION

2'-6" (2'-2" @ CLERK BENCH)

5'x8'x3/8" STEEL BASE PLATE W/ 4-THRU BOLTS ON CONCRETE SLAB

1/2"

3 1/

2"7

1/4"

1/2"

8"6"

6"

6 3/8"

DTLD

DTLC

DTLF

2'-6

"DESK ABV

1 1/2" SOLID ASH WOOD NOSING

PRINTER

TYP. GRAIN DIRECTION

1'-3"

4"

1/2" X 3/4" SOLID ASH EDGE TYPICAL

3/4" ASH VENEER PLYWD

3/4"

4"

3/4"

1'-4

3/4

"

OPEN PAPER STORAGE

3/4"

3 1/

4"

3/4"

2 1/

2"

2 1/

2"2'

-0"

1'-8 1/2" 1'-1"

2'-0

"2

1/2"

3/4" 9" 1" 9" 3/4"

1/2" X 3/4" SOLID ASH EDGE-TYPICAL

1/4" ASH PLYWD SLATS IN SIDES AND BACK GROOVES

3/4" ASH VENEER PLYWD - TYP

3/4" LPL PLYWD BOTT. & BACK PANEL

6.1

6.1

3/4" LPL PANEL - TYP UNDER BENCH

SCREW ATTACHED ACCESS LPL PANELS VERIFY LOCATION AND SIZE IN FIELD

ALIGNED HOLES ON 2X4 STUDS FOR WIRING

ASH PLYWOOD COUNTER SUPPORT WHERE SHOWN

1X8 SOLID ASH WOOD BASE - TYP

10"

11"

3'-0

"

3'-0" CLR

8"1'

-10

3/4"

3'-0" CLR

8"

CLOSER

1'-1

1 3/

4"

FACE OF WALLMORTISE

TOP PIVOT

SURFACE MTD LATCH ON BENCH SIDE

2'-1

0"

ASH PANEL

3'-7"

FACE OF EXISTING WALL

7 1/

4"

2'-8

"4"

ASH PANELASH PANEL

PORTION OF BENCH WITH BULLET RESISTANT PANEL

FACE OF EXISTING WALL FACE OF EXISTING WALL

ASH PANELASH PANEL

7 1/

4"

2'-8

"4"

ASH PANEL

4'-3 3/4"

21344

DTLB

DTLA

CHAIR RAIL

CHAIR RAIL

Winton Scott Architects 5 Milk Street Portland, Maine 04101 207 774 4811 www.wintonscott.com Architecture / Planning Preservation Architecture Interior Architecture

West Bath District Court

State of Maine

February 28, 2018

Courtroom #3 Renovations

N O R T H

Mechanical Engineering Mechanical Systems Engineers 10 Forest Falls Drive #10B Yarmouth, Maine 04096 207 846 1441 Electrical Engineering SwiftCurrent Engineering 10 Forest Falls Drive #8B Yarmouth, Maine 04096 207 847 9280

A 401

Flooring Finishes Plan

Color Schedule

P1 SHOJI WHITE SW 7042 COURTROOM, CHAMBERS WALL COLOR

P2 MEDITATIVE SW 6227 COURTROOM ACCENT WALL COLOR

P3 ON THE ROCKS SW 7671 JUDICIAL LAV, PUBLIC RESTROOMS WALL COLOR

P4 MATCH EXITING SW XXXX CORRIDOR WALL COLOR & FINISH,TO MATCH EXISTING OFF WHITE

P5 WHITE DRYWALL CEILING

P6 MATCH EXITING SW XXXX HOLLOW METAL FRAMES IN CORRIDOR, TO MATCH EXISTING GREEN

P7 MEDITATIVE SW 6227 HOLLOW METAL FRAMES IN CHAMBERS

P8 ON THE ROCKS SW 7671 HOLLOW METAL FRAME AT ENV. ROOM 107

COLOR AND MATERIAL SCHEDULE

WB1 ASH WALL BASE, STAINED

WS1 ASH WAINSCOTING, STAINED TO MATCH EXISTING

CR1 ASH CHAIR RAIL, STAINED

VB1 SOLID VINYL BASE 24 GREY HAZE WG JOHNSONITE

TH-1 TRANSITION STRIP 21 PLATINUM CG JOHNSONITE

CPT-1 MATERIAL EFFECTS 54781 / CRYSTALLIZED 00102 SHAW, PHILADELPHIA COMMERCIAL

LVT-1 TRENTA WOOD COLLECTION / STARLET 911 MOHAWK GROUP

ST-1 BLACK SLATE TILE TO MATCH EXISTING

COLOR KEY

WB1

P1

WS1CR1

UPPER WALL COLOR

CHAIR RAIL WHERE SHOWN

WAINSCOT WHERE SHOWN

BASE COLOR

FLOORING FINISHES PLANSCALE: 1/4" = 1'-0"

1

COLOR PLANSCALE: 1/4" = 1'-0"

2

EX. EP

LP4

LP2

CORRIDOR

OFFICE

COURTROOM #3102

101

JUDICIALCHAMBERS103

110

108MEN

ENV

ACCESSTERMINALS

CORRIDOR105

104

JUDICIAL LAV

WOMEN106

107

109

111

MEDIATION

CP

T-1

CP

T-1

ST-

1

EXIST 6 x 6 QUARRY TILE

EXIST 6 x 6 QUARRY TILE

EXIST 12 x 12 SLATE TILE

EXIST 12 x 12 SLATE TILE

SLATE TILE TO MATCH EXIST

SLATE TILE TO MATCH EXIST

EXIST 12 x 12 SLATE TILE

EXIST 6 x 6 QUARRY TILE

EXIST 12 x 12 SLATE TILE

EXIST 12 x 12 SLATE TILE

CP

T-1

EX

. ST

LVT

EX

. ST

LVT

CPT-1LVT

MATCH NEW SLATE TILES TO EXISTING TILES

ST-

1

ST-

1

EXIST. CONC BENCHEX. CONC BENCHEX. CONC BENCH

T1T1T1

T2

T3

T3

HG

CORRIDOR

OFFICE

COURTROOM #3102

101

JUDICIALCHAMBERS103

110

108MEN

ENV

CORRIDOR105

104

JUDICIAL LAV

WOMEN106

107

ACCESSTERMINALS109

111

MEDIATION

EXIST. CONC BENCHEX. CONC BENCHEX. CONC BENCH

WB1

P1

VB1

P3

WB1

P2

WB1

P1CR1

WB1

P1CR1

WB1

P1

WS1

P4

VB1

P3

VB1

P3

VB1

P3

VB1

P3

EX

. CO

NC

BE

NC

HE

X. C

ON

C B

EN

CH

EX

. CO

NC

BE

NC

HE

X. C

ON

C B

EN

CH

TH-1TH-1

TH-1

TH-1TH-1

TH-1

CPT-1

ST-1ST-1

CPT-1CPT-1CPT-1

LVT-1

LVT-1

ST-1

LVT-1

LVT-1

WS-1

P4

WS-1

P4

WS-1

P-6P-6P-6

P-6

P-6

P-8

P-7

P-7

P-6

Winton Scott Architects 5 Milk Street Portland, Maine 04101 207 774 4811 www.wintonscott.com Architecture / Planning Preservation Architecture Interior Architecture

West Bath District Court

State of Maine

February 28, 2018

Courtroom #3 Renovations

Mechanical Engineering Mechanical Systems Engineers 10 Forest Falls Drive #10B Yarmouth, Maine 04096 207 846 1441 Electrical Engineering SwiftCurrent Engineering 10 Forest Falls Drive #8B Yarmouth, Maine 04096 207 847 9280

Scale: as shown

Door + Window Details

A 501

WINDOW FILM OVER EXIST INS GL TYPICAL

EXIST SPANDREL GL TO REMAIN

FIX LOWER WINDOWS IN PLACE FOR SECURITY

4'-11"

6'-6

"

NOTE: ELECTRICAL CONMTRACTOR TO COORDINATE WITH OWNER'S SECURITY CONTRACTOR FOR ALARM INSTALLATION IN THESE WINDOWS

W1

WINDOW TYPESSCALE: 3/8” = 1'-0"

3'-0

"2"

2"

7'-0

"

3'-8

"

2"

2" 2" 2" 2"

1/4" TEMP

GL

1'-4" 2"3'-0"

1/4" TEMP

GL

FRAME TYPESSCALE: 3/8” = 1'-0"

DOOR TYPESSCALE: 3/8” = 1'-0"

3'-0"

7'-0

"

3'-0"

7'-0

"

EXISTING DOORS WITH LOUVERS; REFINISH AS SPECIFIED

EX. KICKPLATE

EX. PUSHPLATE

DOOR FRAME HARDWARE

DOOR # LOCATION SIZE THICKNESS MATERIAL FINISH TYPE MATERIAL FINISH TYPE JAMB HEAD SILL REMARKS

102A COURTROOM #3 3' 0" x 7' 0" 1 3/4" EX ASH RFN D1 HM PTD F2 J2/J3 H2/H3 S1 EX EX - P - P P - - - - T1 - RELOCATED EXISTING DOOR

102B COURTROOM #3 3' 0" x 7' 0" 1 3/4" EX ASH RFN D3 HM PTD F1 J2 H2 - EX EX - P - P P SC SC SC SC T1 -

RELOCATED EXISTING DOOR; CUTOUT & PROVIDE NEW LITE AS SHOWN; PROVIDE CONDUITS FOR CR, ELEC. STRIKE, DR. POSITION SWITCH

103A JUDICIAL CHAMBERS 3' 0" x 7' 0" 1 3/4" EX ASH RFN D1 EX HM PTD F1 - - - - - - - - - - - - - - - - EXISTING DOOR IN PLACE; INSTALL

SOUND-STRIPPING

103B JUDICIAL CHAMBERS 3' 0" x 7' 0" 1 3/4" EX ASH RFN D1 EX HM PTD F1 - - - EX EX - P - - - SC SC SC SC T1 -

EXISTING DOOR IN PLACE; PROVIDE CONDUITS FOR CR, ELEC. STRIKE, DR. POSITION SWITCH; INSTALL ONE-WAY VEIWER @ 60” AFF; INSTALL SOUND-STRIPPING

104 JUDICIAL LAV 3' 0" x 7' 0" 1 3/4" EX ASH NAT D1 HM PTD F1 J1 H1 - EX EX - - - - P - - - - T2 - RELOCATED EXISTING DOOR

106 WOMEN RESTROOM 3' 0" x 7' 0" 1 3/4" EX ASH RFN D2 HM PTD F1 J2 H2 - EX - - EX EX EX P - - - - T3 - RELOCATED EXISTING DOOR

107 ENVIRONMENTAL SERVICES 3' 0" x 7' 0" 1 3/4" HM PTD D1 HM PTD F1 J1 H1 - P - P - - P P* - - - - - -

UNDERCUT 1” / MEDECO CYLINDER FURNISHED BY OWNER / * KICK DOWN STOP

108 MEN RESTROOM 3' 0" x 7' 0" 1 3/4" EX ASH RFN D2 HM PTD F1 J4 H4 - EX - - EX EX EX P - - - - T3 - RELOCATED EXISTING DOOR

111 MEDIATION 3' 0" x 7' 0" 1 3/4" EX ASH RFN D1 EX HM PTD F1 - - - - - - - - - - - - - - - - EXISTING DOOR IN PLACE

LEGEND

EX EXISTING ITEM SC FURNISHED AND INSTALLED BY SECURITY SYSTEM CONTRACTOR NOTES 1. REMOVE LOCKSET FROM 103B AND INSTALL ON 102A. REMOVE LOCKSET FROM 102A AND INSTALL ON 103B. MODIFY HANDING OF EACH LOCKSET

P FURNISH AND INSTALL NEW HARDWARE ITEM; BALANCE OF HARDWARE EXISTING OR REUSED RFN REFINSH - SAND SMOOTH AND (2) COATS WATER BASED POLYURETHANE

HIN

GES

LEVE

R T

RIM

M

OR

TISE

LO

CK

SET

LEVE

R

CYL

IND

RIC

AL

MO

RTI

SE L

OC

KSE

T

AD

A C

LOSE

R

PUSH

PLA

TE

KIC

KPL

ATE

STO

P

CA

RD

REA

DER

BY

SEC

UR

ITY

ELEC

TRIC

STR

IKE

BY

SEC

UR

ITY

POSI

TIO

N S

WIT

CH

B

Y SE

CU

RIT

Y

PRES

ENC

E SE

NSO

RS

BY

SEC

UR

ITY

THR

ESH

OLD

LAB

EL

3'-0"7'

-0"

EXIST. ASH VENEER DOOR

NEW LITE; 1/4" TEMP. GLASS

ASH GLASS STOPS BY SECT. 064023

DOOR & FRAME SCHEDULE

10"5"

3'-7

"2'

-6"

2

2"

DOUBLE METAL STUD

CONT FIRE RETARDANT WOOD BLOCKING

4 7/8"

1/2" 1/2"

5 7/8"

J1

2

DOUBLE METAL STUD

CONT FIRE RETARDANT WOOD BLOCKING

7 3/4"

1/2" 1/2"

8 3/4"

H1

6"

2"

2 1/8" 4" 2 11/16"

J2 H2

2

DOUBLE METAL STUD

CONT FIRE RETARDANT WOOD BLOCKING

7 3/4"

1/2" 1/2"

8 3/4"

6"

2"

4" 2 11/16"

H3J3

RUBBER GLASS STOP

1/4" TEMPERED GLASS

DOOR FRAME DETAILSSCALE: 3" = 1'-0"

2

2"

DOUBLE METAL STUD

CONT FIRE RETARDANT WOOD BLOCKING

5 3/8"

1/2" 1/2"

6 3/8"

J4 H4

2 5/8" 1 11/16"

T2

CPT-1

GRIND FLOOR SMOOTH - TYP

EXISTING CONCRETE SLAB

DOOR FRAME BEYOND

DOOR

LVT

GRIND FLOOR SMOOTH - TYP.EXISTING CONCRETE SLAB

DOOR FRAME BEYOND

DOOR

DOOR THRESHOLD DETAILSSCALE: 6" = 1'-0"

ST-1 OR EX. STCPT-1

GRIND FLOOR SMOOTH - TYP

EXISTING CONCRETE SLAB

DOOR FRAME BEYOND

DOOR

ST-1 OR EX. ST

T3T1

F1 F2

D1 D2LVT

D3

SCHLUTER RENO-TK

SCHLUTER RENO-USLT-XX-A

Pandika

Rectangle

Winton Scott Architects

5 Milk Street

Portland, Maine 04101

207 774 4811

www.wintonscott.com

Architecture / Planning

Preservation Architecture

Interior Architecture

West

Bath

District

Court

State of Maine

February 28th, 2018

Court Room

#3

Renovations

Mechanical Engineering

Mechanical Systems Engineers

10 Forest Falls Drive #10B

Yarmouth, Maine 04096

Electrical Engineering

SwiftCurrent Engineering

10 Forest Falls Drive #4B

Yarmouth, Maine 04096

Scale: AS NOTED

E 000

ELECTRICAL

GENERAL

NOTES &

LEGEND

M

COURT ADMIN

CORRIDOR

C.A.S.A.

WAITING

114

105

118

110

POLICE

WOMEN

MEN

CORRIDOR

104

116

TLT

106

108

109

119

MEDIATION

WAIT

115

DIST ATTY

112

ENV

107

VEST

103

117

CONFERENCE

EX. EP

PT

LP

4LP

2

SOFFIT

COURTROOM #3

CORRIDOR

JUDICIAL

CHAMBERS

OFFICE

102

101

103

110

MEN

WOMEN

ENV

ACCESS

TERMINALS

CORRIDOR

105

104

JUDICIAL

LAV

106

107

109

108

111

MEDIATION

M

M

M

TV

J

J

J

J JJ

J

J

’

” ””

” ”” ”

” ”¾”

Winton Scott Architects

5 Milk Street

Portland, Maine 04101

207 774 4811

www.wintonscott.com

Architecture / Planning

Preservation Architecture

Interior Architecture

West

Bath

District

Court

State of Maine

February 28th, 2018

Court Room

#3

Renovations

Mechanical Engineering

Mechanical Systems Engineers

10 Forest Falls Drive #10B

Yarmouth, Maine 04096

Electrical Engineering

SwiftCurrent Engineering

10 Forest Falls Drive #4B

Yarmouth, Maine 04096

Scale: AS NOTED

E 101

ELECTRICAL

POWER &

SYSTEMS, &

REMOVALS

PLANS

Winton Scott Architects

5 Milk Street

Portland, Maine 04101

207 774 4811

www.wintonscott.com

Architecture / Planning

Preservation Architecture

Interior Architecture

West

Bath

District

Court

State of Maine

February 28th, 2018

Court Room

#3

Renovations

Mechanical Engineering

Mechanical Systems Engineers

10 Forest Falls Drive #10B

Yarmouth, Maine 04096

Electrical Engineering

SwiftCurrent Engineering

10 Forest Falls Drive #4B

Yarmouth, Maine 04096

Scale: AS NOTED

E 102

ELECTRICAL

PANEL

SCHEDULES

EX. EP

PT

LP

4LP

2

SOFFIT

COURTROOM #3

CORRIDOR

JUDICIAL

CHAMBERS

OFFICE

102

101

103

110

MEN

WOMEN

ENV

ACCESS

TERMINALS

CORRIDOR

105

104

JUDICIAL

LAV

106

107

109

108

111

MEDIATION

’ ’

’Winton Scott Architects

5 Milk Street

Portland, Maine 04101

207 774 4811

www.wintonscott.com

Architecture / Planning

Preservation Architecture

Interior Architecture

West

Bath

District

Court

State of Maine

February 28th, 2018

Court Room

#3

Renovations

Mechanical Engineering

Mechanical Systems Engineers

10 Forest Falls Drive #10B

Yarmouth, Maine 04096

Electrical Engineering

SwiftCurrent Engineering

10 Forest Falls Drive #4B

Yarmouth, Maine 04096

Scale: AS NOTED

E 201

ELECTRICAL

LIGHTING &

LIFE SAFETY

PLANS

EXISTING FIRE

ALARM CONTROL

PANEL

120V