- COVER SHEET CIVIL DRAWINGS C100 EXISTING …...c100 existing conditions site plan c101 proposed...
Transcript of - COVER SHEET CIVIL DRAWINGS C100 EXISTING …...c100 existing conditions site plan c101 proposed...
Auburn, ME207.784.5100
Portland, ME207.775.0053
Manchester, NH603.626.1242
Seal for Civil Drawings
Seal for Architectural Drawings
Seal for Electrical Drawings
Seal for Mechanical Drawings
Seal for Plumbing Drawings
Seal for Structural Drawings
LIST OF DRAWINGS
65% SUBMISSIONAPRIL 17, 2015
DOWNTOWN AUBURNTRANSPORTATION CENTERAUBURN, MAINE
- COVER SHEET
CIVIL DRAWINGSC100 EXISTING CONDITIONS SITE PLANC101 PROPOSED SITE PLANC102 PROPOSED PARTIAL SITE PLANC200 SITE DETAILS - SHEET 1C201 SITE DETAILS - SHEET 2C300 EROSION CONTROL DETAILS
ARCHITECTURAL DRAWINGSA00.1 ABBREVIATIONS AND LEGENDSA10.1 FIRST FLOOR PLANA15.1 ROOF PLANA20.1 EXTERIOR ELEVATIONSA25.1 BUILDING AND WALL SECTIONSA40.1 CONSTRUCTION SYSTEMSA60.1 SCHEDULES AND DOOR DETAILSA70.1 REFLECTED CEILING PLAN
STRUCTURAL DRAWINGSS1.1 FOUNDATION PLANS1.2 ROOF FRAMING PLANS2.1 FOUNDATION DETAILSS3.1 FRAMING ELEVATIONS & DETAILS
PLUMBING DRAWINGSP00.1 LEGEND SCHEDULES AND GENERAL NOTESP10.1 FIRST FLOOR SUPPLY & DRAINAGE
MECHANICAL DRAWINGSM10.1 FIRST FLOOR DUCTWORK
ELECTRICAL DRAWINGSE00.1 ELECTRICAL LEGENDS, NOTES AND SCHEDULESE10.1 ELECTRICAL PART PLANS & DETAILSES10.1 ELECTRICAL SITE PLAN
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SHEET TITLE:
DRAWN:
DESIGNED:
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DATE:
CLIENT:
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DRAWN:
DESIGNED:
PROJECT NUMBER:
DATE:
CLIENT:
No
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AUBURN, ME 04210
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DRAWN:
DESIGNED:
PROJECT NUMBER:
DATE:
CLIENT:
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AUBURN, ME 04210
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A
PLAN - SECTION
A1 VIEW TITLEVIEW SCALE
VIEW TITLE
BUILDING SECTION
WALL SECTION
EXTERIOR ELEVATION
INTERIOR ELEVATION
DETAIL
THE FOLLOWING APPLIES TO THEMARKERS ABOVE:
A1A25.1
A1A30.1
A1A20.1
A3A1
A2
A4
A81.1
A1A50.1
A1A25.1
A1A50.1
INDICATES ELEVATION, SECTIONOR DETAIL NUMBER
SEE TITLE BLOCK FOR GRAPHIC SCALE
INDICATES ELEVATION, SECTIONOR DETAIL NUMBER
INDICATES DRAWING SHEET ONWHICH ELEVATION, SECTION ORDETAIL IS SHOWN
COLUMN REFERENCE GRID
LEVEL LINE
WALL OR PARTITION TYPE
ROOM NAME AND NUMBER
EQUIPMENT OR FURNITURE NUMBER
DOOR OR BORROW LIGHT NUMBER
WINDOW TYPE
REVISION
CEILING TYPE AND HEIGHT AFF
#
216
ROOM NAME101
72
201
1
FLOOR FINISH
PROJECT NORTH
10'-0"ACT1
VCT3
# KEYNOTE OR MATERIAL TAG
PLAN - SECTION
ELEVATIONS
SPECIAL INDICATIONSPARTITION CONSTRUCTION - PLAN
EARTH
POROUS FILL(STONE OR GRAVEL, ETC)
ROCK
LIGHTWEIGHT CONCRETE(OR CONCRETE FILL)
BRICK (COMMON OR FACE)
CONCRETE MASONRY UNITS
METAL (LARGE SCALE)
PLYWOOD (LARGE SCALE)
WOOD, FINISHED
WOOD, ROUGH
INSULATION (LOOSE OR BATT)
INSULATION (RIGID)
GLASS (LARGE SCALE)
CERAMIC TILE
GYPSUM WALL BOARD(FIBERBOARD, ETC)
PLASTER, SAND, CEMENT, GROUT
STRUCTURAL CONCRETE(CAST-IN-PLACE, PRECAST, ETC)
ACOUSTICAL TILE
RESILIENT FLOORING
METAL (SMALL SCALE)
CONCRETE, PLASTER
SHEET METAL
GLAZING
BRICK
STEEL STUD
EXISTING TO REMAIN
WOOD STUD
EXISTING TO BE REMOVED
Auburn, ME207.784.5100
Portland, ME207.775.0053
Manchester, NH603.626.1242
PRELIMINARYNOT FOR
CONSTRUCTION
Graphic ScaleGraphic Scale
Graphic ScaleGraphic Scale
Graphic Scale
Harriman Project No.
Drawing Scales
PA / PE:
Drawn By: Harriman Associatesc 2015
Proj North
Issues and Revisions
DescriptionDateMark
Plo
t Dat
e:
12" = 1'-0"
4/17
/201
5 9:
47:1
2 AM
AUBURN, MAINE
14135
A00.1
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TRJ
ABBREVIATIONS ANDLEGENDS
DOWNTOWN AUBURNTRANSPORTATION
CENTER
A1 CONTRACT DRAWING ABBREVIATIONSNO SCALE A4 GRAPHIC SYMBOLS LEGEND
NO SCALE A5 MATERIALS LEGENDNO SCALE
S SANITARYS SOILS SOUTHS STEAMSA SUPPLY AIRSD SMOKE DAMPERSD STORM DRAINSDMH STORM DRAIN MANHOLESEC SECTIONSF SUPPLY FANSG SUPPLY GRILLESHT SHEETSIM SIMILARSK SINKSMU SOLID MASONRY UNITSPEC SPECIFICATION (S)SPF SPRUCE PINE FIRSQ SQUARESR SUPPLY REGISTERSS STAINLESS STEELSSK SERVICE SINKSTD STANDARDSTL STEELSTOR STORAGESYM SYMMETRY (ICAL)SYS SYSTEM
T TREADT&G TONGUE & GROOVET'STAT THERMOSTATTB TEST BORINGTD TRANSFER DUCTTD TRENCH DRAINTEL TELEPHONETG TRANSFER GRILLETHK THICK (NESS)TKBD TACKBOARDTL TOTAL LOADTOC TOP OF CONCRETETOF TOP OF FOOTINGTOS TOP OF STEELTP TEST PITTPTN TOILET PARTITIONTV TELEVISIONTYP TYPICAL
UD UNDERDRAINUGD UNDERGROUND DUCTWORKUH UNIT HEATERUNO UNLESS NOTED OTHERWISEUR URINALUV UNIT VENTILATOR
V VENTVAV VARIABLE AIR VOLUMEVB VINYL BASEVCT VINYL COMPOSITION TILEVD VOLUME DAMPERVERT VERTICALVF VINYL FABRICVTR VENT THRU ROOF
W WEST, WIDTH, WIDEW/ WITHW/O WITHOUTWC WATER CLOSETWCH WATER CLOSET HANDICAPWCO WALL CLEANOUTWD WOODWG WALL GRILLEWH WALL HUNGWIN WINDOWWP WORKING POINTWR WALL REGISTERWWF WELDED WIRE FABRIC
LF LAWN FAUCETLF LINEAL FEETLG LONGLL LIVE LOADLPS LOW PRESSURE STEAMLTG LIGHTINGLTL LINTELLTW LOW TEMPERATURE STEAMLW LIMIT OF WORK
M METER (S)MAS MASONRYMAX MAXIMUMMBH 1000 BRITISH THERMAL UNITMD MANUAL DAMPERMD MOTORIZED DAMPERMECH MECHANICALMED MEDIUMMET METALMFR MANUFACTURE (R)MH MANHOLEMIN MINIMUMMISC MISCELLANEOUSMM MILLIMETER (S)MO MASONRY OPENINGMR MOP RECEPTORMT METAL THRESHOLDMTD MOUNTED
N NORTHNA NOT APPLICABLENC NORMALLY CLOSEDNIC NOT IN CONTRACTNO NORMALLY OPENNo NUMBERNS NEAR SIDENTS NOT TO SCALE
OC ON CENTER (S)OD OUTSIDE DIAMETEROED OPEN END DUCTOFF OFFICEOH OVERHEADOPG OPENINGOPH OPPOSITE HANDOPP OPPOSITE
P PLATEP PLUMBINGP PUMPPAR PARALLELPFN PREFINISHEDPL PROPERTY LINEPLAM PLASTIC LAMINATEPNL PANELPNT PAINT (ED)PP POINT TO POINTPSF POUNDS PER SQUARE FOOTPSI POUNDS PER SQUARE INCHPT POINTPTN PARTITIONPVC POLYVINYL CHLORIDEPWD PLYWOODPWG POLISHED WIRE GLASS
QT QUARRY TILE
R RISERRA RETURN AIRRAD RADIATIONRAD RADIUSRB RUBBER BASERD ROOF DRAINREF REFERENCEREFR REFRIGERATORREV REVISION (S)RG RETURN GRILLERL ROOF LEADERRM ROOMRO ROUGH OPENINGROW RIGHT OF WAYRR RETURN REGISTER
E EASTEB EXPANSION BOLTEF EXHAUST FANEIFS EXTERIOR INSULATED
FINISH SYSTEMEJ EXPANSION JOINTEL ELEVATION (S)ELEC ELECTRIC (AL)EM ELECTRIC MANHOLEEP ELECTRIC PANELEQ EQUALER EXHAUST REGISTERES EACH SIDEEST ESTIMATEEWC ELECTRIC WATER COOLEREXG EXISTINGEXP EXPANSIONEXT EXTERIOR
FA FIRE ALARMFAI FRESH AIR INTAKEFC FLEXIBLE CONNECTIONFCO FLOOR CLEANOUTFD FIRE DAMPERFD FLOOR DRAINFD FOUNDATION DRAINFE FIRE EXTINGUISHERFHS FIRE HOSE STATIONFIN FINISH (ED)FL FINISH LENGTHFLG FLASHINGFLR FLOOR (ING)FOC FACE OF CONCRETEFOS FACE OF STUDFRR FLOOR RETURN REGISTERFS FAR SIDEFTG FOOTINGFY MINIMUM YIELD STRESS
(KSI)
GA GAGE, GAUGEGALV GALVANIZEDGB GRAB BARGC GENERAL CONTRACT (OR)GL GLASSGPDW GYPSUM DRY WALLGPM GALLONS PER MINUTEGV GATE VALVE
H HARDENERHB HOSE BIBHD HUB DRAINHM HOLLOW METALHORIZ HORIZONTALHPS HIGH PRESSURE STEAMHT HEIGHTHTG HEATINGHTW HOT TEMPERATURE WATERHVAC HEATING - VENTILATING -
AIR CONDITIONINGHW HOT WATERHYD HYDRANT
ID INSIDE DIAMETERINS INSULATE (D) (ION)INT INTERIORINV INVERTIPS IRON PIPE SIZE
JC JANITOR'S CLOSETJT JOINT
K KIPSKIT KITCHENKSI KIPS PER SQUARE INCH
LAB LABORATORYLAM LAMINATE (D)LAV (L) LAVATORYLB (S) POUNDSLD LINEAR DIFFUSERLD LINED DUCT
A/C AIR CONDITIONINGAB ANCHOR BOLTABT ABOUTAC ACOUSTICALACB ABOVE CEILING BELOWACT ACOUSTICAL TILEAD ACCESS DOORADJ ADJUSTABLEAFF ABOVE FINISH FLOORAFG ABOVE FINISH GRADEAL ACOUSTICAL LININGAL ALUMINUMALT ALTERNATEAP ACCESS PANELAPX APPROXIMATEARCH ARCHITECT (URAL)
B/W BOTTOM OF WALLBD BOARDBDD BACKDRAFT DAMPERBIT BITUMINOUSBJ BAR JOISTBLDG BUILDINGBLKG BLOCKINGBM BENCH MARKBOF BOTTOM OF FOOTINGBOT BOTTOMBP BEARING PLATEBSMT BASEMENTBSP BASE PLATEBTU BRITISH THERMAL UNIT
CAB CABINETCB CATCHBASINCD CEILING DIFFUSERCEM CEMENT (ITIOUS)CER CERAMICCF CUBIC FEETCFM CUBIC FEET PER MINUTECG CEILING GRILLECHBD CHALKBOARDCHT CEILING HEIGHTCHWS CHILLED WATER SUPPLYCI CAST IRONCJT CONTROL JOINTCL CLOSETCLG CEILINGCM CENTIMETER (S)CMP CORRUGATED METAL PIPECMU CONCRETE MASONRY UNITCO CLEANOUTCOL COLUMNCONC CONCRETECONN CONNECTCONST CONSTRUCTIONCONT CONTINUE (OUS)CONTR CONTRACT (OR)CORR CORRUGATEDCPT CARPET (ED)CR CONDENSATE RETURNCT CERAMIC TILECUH CABINET UNIT HEATERCULV CULVERTCV CONVECTORCW COLD WATERCY CUBIC YARD
DF DOUGLAS FIRDF DRINKING FOUNTAINDG DOOR GRILLEDH DOUBLE HUNGDIA DIAMETERDIAG DIAGONALDIM DIMENSIONDIV DIVISIONDL DEAD LOADDMT DEMOUNTABLEDN DOWNDTL DETAILDW DUCT WRAPDWG DRAWING
ANGLECENTERLINECHANNELDIAMETERPLATESQUARE
SYMBOLS USED AS ABBREVIATIONS
L
OPL
3/6/15 50% SUBMISSION4/17/15 65% SUBMISSION
A20.1B3
A20.1A1
A20.1B1
A20.1D1
28' -
0"
50' - 8"
1' - 0" 1' - 0" 6' - 8" 8' - 4" 16' - 8" 8' - 4" 6' - 8" 1' - 0" 1' - 0"
1' -
6"7'
- 6"
2' -
8"15
' - 4
"1'
- 0"
UTILITY6
7
BREAKROOM
8
STAFFRESTROOM
5
WOMEN'SRESTROOM
4
MEN'SRESTROOM
WAITING AREA3 VEST.
1
VEST.2
1 2 3 4
A
B
C
ROOF OVERHANG, SHOWNDASHED
ADA CLEARANCES,SHOWN DASHED ANDGRAYED FOR REFERENCE
WATER FOUNTAIN, SEEPLUMBING DRAWINGS
BREAK ROOMFURNITUREN.I.C.
(3) DOUBLELOCKERS
FIXED WOODBENCHES, TYP.
JANITOR MOP SINK
POLISHED CONCRETE ATALL FLOOR FINISHES
ELECTRICALEQUIPMENT, SEEELECTRICALPLANS
MECHANICALUNITS, SEEMECHANICALDRAWINGS
A3A25.1
A3A25.1
C3A25.1
C3A25.1
A2A25.1
A1A25.1
2N3
2N3
2N3
2N3
2P32P3
2P3
2N3
2N3 2N3
2N3
1N3
1N3
1N3
2N3 2N3
2N3
2N3
1N3 1N3
1N3
2N3
1' -
4 1/
2"3'
- 7"
1' -
9"
1' -
4 1/
2"3'
- 7"
1' -
9"
2N3
2N3
45
1B
1A2A
2B
6 7
8
1' - 1 5/8"
3' - 0" 2' - 6 3/8" 5' - 1 1/8"5 1/2" 3' - 6 1/2" 5' - 6 3/8" 5 1/2" 7' - 6" 3' - 2 1/8" 3' - 7 3/4" 4' - 8 1/4" 9 1/8" 2' - 6 3/8" 3' - 0"
1' - 1 5/8"ALIGNALIGN
7' -
3 1/
4"5'
- 4"
5' - 3 1/8"1' - 4" 2' - 9 1/4" 5' - 8 1/8" 1' - 4" 8' - 9"
2' -
0"4'
- 4
5/8"
1' -
9"
5' - 8 1/8"
4' -
5 5/
8"
FIRE EXTINGUISHERCABINET
FIXED STANDUPCOUNTER ANDBENCHES, TYP.
Auburn, ME207.784.5100
Portland, ME207.775.0053
Manchester, NH603.626.1242
PRELIMINARYNOT FOR
CONSTRUCTION
Graphic ScaleGraphic Scale
Graphic ScaleGraphic Scale
0 2' 4' 6'
1/4" = 1'-0"
Harriman Project No.
Drawing Scales
PA / PE:
Drawn By: Harriman Associatesc 2015
Proj North
Issues and Revisions
DescriptionDateMark
Plo
t Dat
e:
1/4" = 1'-0"
4/17
/201
5 9:
47:2
7 AM
AUBURN, MAINE
14135
A10.1
JLJ
TRJ
FIRST FLOOR PLAN
DOWNTOWN AUBURNTRANSPORTATION
CENTER
SCALE: 1/4" = 1'-0"A2 FIRST FLOOR PLAN
3/6/15 50% SUBMISSION4/17/15 65% SUBMISSION
A20.1B3
A20.1A1
A20.1B1
A20.1D1
.
1" PER 1'-0"
ROOF SYSTEM R1,SEE
OUTLINE OF BUILDINGBELOW SHOWN DASHED
1 2 3 4
A
B
C
3' - 0"
5' -
6"1'
- 0"
2' - 0"2' - 0"
1' -
0"2'
- 6"
VTR, SEE , TYP./D5 A15.1
/D3 A40.1 A3A25.1
A3A25.1
C3A25.1
C3A25.1
A2A25.1
VENT STACK
CLAMPING RING W/SEALANT
PREMOLDED FLASHINGBOOT
ROOFING MEMBRANE
ROOF FLASHING
ROOFING INSULATION
METAL DECK
MIN
1' -
0"
NOTE: FOLLOW STANDARDMANUFACTURERSINSTALLATION DETAILS
Auburn, ME207.784.5100
Portland, ME207.775.0053
Manchester, NH603.626.1242
PRELIMINARYNOT FOR
CONSTRUCTION
Graphic ScaleGraphic Scale
Graphic ScaleGraphic Scale
0 2' 4' 6'
1/4" = 1'-0"
Harriman Project No.
Drawing Scales
PA / PE:
Drawn By: Harriman Associatesc 2015
Proj North
Issues and Revisions
DescriptionDateMark
Plo
t Dat
e:
As indicated
4/17
/201
5 9:
47:3
5 AM
AUBURN, MAINE
14135
A15.1
JLJ
TRJ
ROOF PLAN
DOWNTOWN AUBURNTRANSPORTATION
CENTER
SCALE: 1/4" = 1'-0"A2 ROOF PLAN
SCALE: 1 1/2" = 1'-0"D5 TYPICAL VENT STACK DETAIL
3/6/15 50% SUBMISSION4/17/15 65% SUBMISSION
1ST FLOOR0' - 0"
T.O. HIGH ROOF17' - 10"
T.O. LOW ROOF13' - 2 1/4"
1234
SPLIT FACE CMU VANEER
PRE-CAST CONCRETE, TYP.
CORRUGATED METAL PANEL
MECHANICAL UNIT, SEEMECHANICAL DRAWINGS
C3A25.1
C3A25.1
BIKE RACK, SEE CIVIL DRAWINGS
EXTERIORLIGHTING, SEEELECTRICALDRAWINGS
METAL FACIA
1ST FLOOR0' - 0"
T.O. HIGH ROOF17' - 10"
T.O. LOW ROOF13' - 2 1/4"
1 2 3 4
FLAT METAL PANEL
STOREFRONT
PRE-CAST CONCRETE
CMU VENEER
BIKE RACK, SEE CIVILDRAWINGS
C3A25.1
C3A25.1
1ST FLOOR0' - 0"
T.O. HIGH ROOF17' - 10"
T.O. LOW ROOF13' - 2 1/4"
A B C
CLE
ARAN
CE
11' -
4 7
/8"
FLAT METAL PANEL
STOREFRONT
PRE-CAST CONCRETE
CMU VENEER
CORRUGATED METAL PANEL
3' -
9"2'
- 4"
LOUVER, SEEMECHANICAL DRAWINGS
MECHANICAL UNITS, SEEMECHANICAL DRAWINGS
A3A25.1
A3A25.1
A1A25.1
BIKE RACK, SEE CIVILDRAWINGS
EXTERIOR LIGHTING, SEEELECTRICAL DRAWINGS
1ST FLOOR0' - 0"
T.O. HIGH ROOF17' - 10"
T.O. LOW ROOF13' - 2 1/4"
ABC
CORRUGATED METAL PANEL
PRE-CAST CONRETE
CMU VENEER
FLAT METAL PANEL
STOREFRONT
FLAT METAL PANELSOFFIT, TYP.
LOUVER, SEE MECHANICAL DRAWINGS
A3A25.1
A3A25.1
A2A25.1
LIGHTING, SEEELECTRICAL DRAWINGS
Auburn, ME207.784.5100
Portland, ME207.775.0053
Manchester, NH603.626.1242
PRELIMINARYNOT FOR
CONSTRUCTION
Graphic ScaleGraphic Scale
Graphic ScaleGraphic Scale
0 2' 4' 6'
1/4" = 1'-0"
Harriman Project No.
Drawing Scales
PA / PE:
Drawn By: Harriman Associatesc 2015
Proj North
Issues and Revisions
DescriptionDateMark
Plo
t Dat
e:
1/4" = 1'-0"
4/17
/201
5 9:
47:4
4 AM
AUBURN, MAINE
14135
A20.1
JLJ
TRJ
EXTERIOR ELEVATIONS
DOWNTOWN AUBURNTRANSPORTATION
CENTER
SCALE: 1/4" = 1'-0"D1 WEST EXTERIOR ELEVATION
SCALE: 1/4" = 1'-0"A1 EAST EXTERIOR ELEVATION
SCALE: 1/4" = 1'-0"B1 SOUTH EXTERIOR ELEVATION
SCALE: 1/4" = 1'-0"B3 NORTH EXTERIOR ELEVATION
3/6/15 50% SUBMISSION4/17/15 65% SUBMISSION
1ST FLOOR0' - 0"
T.O. HIGH ROOF17' - 10"
T.O. LOW ROOF13' - 2 1/4"
1 2 3 4
C3A25.1
C3A25.1
WAITING AREA3
1ST FLOOR0' - 0"
T.O. HIGH ROOF17' - 10"
T.O. LOW ROOF13' - 2 1/4"
A B C
A3A25.1
A3A25.1
A2A25.1
5
WOMEN'SRESTROOM
3
WAITINGAREA
1ST FLOOR0' - 0"
T.O. HIGH ROOF17' - 10"
T.O. LOW ROOF13' - 2 1/4"
4
W1
W3
PRECASTCONCRETESILL
1' -
9 3/
8"3
3/4"
6' -
8"6'
- 8"
2' -
4"
SCHEDULEDCEILING
STORE-FRONT
FOUNDATION WALL ANDFOOTING, SEESTRUCTURALDRAWINGS
VEST.1
1ST FLOOR0' - 0"
T.O. LOW ROOF13' - 2 1/4"
1
1' -
9 3/
8"9'
- 0
7/8"
2' -
4"
PRECASTCONCRETE
W1
W2
FOUNDATIONWALL ANDFOOTING, SEESTRUCTURALDRAWINGS
UTILITY6
Auburn, ME207.784.5100
Portland, ME207.775.0053
Manchester, NH603.626.1242
PRELIMINARYNOT FOR
CONSTRUCTION
Graphic ScaleGraphic Scale
Graphic Scale
0 1' 2' 4'
3/8" = 1'-0"
0 2' 4' 6'
1/4" = 1'-0"
Harriman Project No.
Drawing Scales
PA / PE:
Drawn By: Harriman Associatesc 2015
Proj North
Issues and Revisions
DescriptionDateMark
Plo
t Dat
e:
As indicated
4/17
/201
5 9:
47:5
3 AM
AUBURN, MAINE
14135
A25.1
JLJ
TRJ
BUILDING AND WALLSECTIONS
DOWNTOWN AUBURNTRANSPORTATION
CENTER
SCALE: 1/4" = 1'-0"A3 BUILDING SECTION
SCALE: 1/4" = 1'-0"C3 BUILDING SECTION
SCALE: 3/8" = 1'-0"A2 WALL SECTION
SCALE: 3/8" = 1'-0"A1 WALL SECTION
4/17/15 65% SUBMISSION
6" STEEL STUDSNON RATED -
1N6
PLAN
SECTION
5/8" TYPE X GPDW,FINISH AS SCHEDULED,
CEILING
FLOOR LINE
METAL STUDS @ 16"O.C. CONNECT TO
STRUCTUREU.N.O.
6"
5/8" GPDW,FINISH ASSCHEDULED
3 5/8" STEEL STUDSNON RATED -
1N3
2 1/2" STEEL STUDSNON RATED -
1N2
1 5/8" STEEL STUDSNON RATED -
1N1
7/8" HAT CHANNELS1N0
NON RATED -
3 5/8" STEEL STUDSNON RATED -
2N3
PLAN
SECTION
5/8" GPDW, FINISH ASSCHEDULED
CEILING
FLOOR LINE
3 5/8" METAL STUDS @16" O.C.
CONNECT TOSTRUCUREU.N.O.
6"
5/8" GPDW, FINISH ASSCHEDULED
5/8" GPDW, FINISHAS SCHEDULED
GENERAL NOTES:
1. SEE WALL SECTION AND DETAIL SHEETS FOR CONNECTIONS/DETAILS OTHERTHAN SHOWN.
2. PROVIDE 5/8" MOISTURE/MILDEW RESISTANT GWB IN TOILET ROOMS, TYP.3. ALL FIRE RATED PARTITIONS SHALL BE STENCILED ON WALL SURFACE ABOVE
THE CEILING LINE OF EACH ROOM INDICATING RATING IN RED OR ORANGE PAINTON EACH SIDE OF PARTITION, SMOKE PARTITIONS TO BE LABELED IN GREENPAINT.
4. EXTEND ALL PARTITIONS TO UNDERSIDE OF FLOOR/FLOOR DECK U.N.O., SEAL TODECK FOR SMOKE AND SOUND CONTROL, FILL VOIDS BETWEEN FLUTES w/INSULATION AT PARTITIONS WHICH TERMINATE TO UNDERSIDE OF METAL DECK.
5. WHERE OCCURS, FRAME GWB AROUND BOTH SIDES OF BEAMS/JOISTS WHEREPARTITION INTERSECTS STRUCTURAL MEMBERS TO MAINTAIN CONTINUITY OFPARTITION TO UNDERSIDE OF DECK.
6. CONTRACTOR IS RESPONSIBLE TO VERIFY FIELD CONDITIONS WHICH MAY VARYFROM TYPICAL DETAIL SHOWN ON DRAWINGS. CONTRACTOR TO MODIFYCLOSURE DETAILS TO MEET ACTUAL CONDITIONS AND TO MAINTAIN CONTINUITYOF PARTITION FROM FLOOR TO DECK ABOVE. REVIEW SAID CONDITIONS WITHARCHITECT PRIOR TO CONSTRUCTION.
STUD OR CMU SIZE3 -5/8" STEEL STUDS W/ S.A.B.1 HR FIRE RATED UL NO. U419
W10
FIRE RATING UL DESIGN NO. WHERE APPLICABLE
INDICATES FIRE RATING WHEREAPPLICABLE
SOUND ATTENUATION BATT. INS.
PARTITION OF WALL TAG NO.
COL
3" RIGID INSULATIONAIR VAPOR BARRIER ON 5/8"EXTERIOR GYPSUM SHEATHING6" METAL STUD AT 16" O.C.5/8" GWB
2 5/8"
2" 4"
CUSTOM MASONRY ANCHOR1 1/2" AIR GAP4" CMU VENEER
COL
3" RIGID INSULATION WITHZ-FURRING CHANNELSAIR VAPOR BARRIER ON 5/8"EXTERIOR GYPSUM SHEATHING6" METAL STUD AT 16" O.C.5/8" GWB
2 5/8"
2" 4"
CORRUGATED METAL PANEL SYSTEM5/8" EXTERIOR GYPSUM SHEATHING
COL
3" RIGID INSULATION WITHZ-FURRING CHANNELSAIR VAPOR BARRIER ON 5/8"EXTERIOR GYPSUM SHEATHING6" METAL STUD AT 16" O.C.5/8" GWB
2 5/8" 9 1/4"
2" 4"
FLAT METAL PANEL SYSTEM5/8" EXTERIOR GYPSUM SHEATHING
METAL ROOF DECKING REFER TOSTRUCTURAL DRAWINGS
(2) LAYERS OF 3" ROOF INSULATION
FULLY ADHERED ROOF MEMBRANEROOF PROTECTION BOARD
3 5/8" STEEL STUDS WITH PLYWOODNON RATED -
2P3
PLAN
SECTION
5/8" GPDW, FINISH ASSCHEDULED
CEILING
FLOOR LINE
3 5/8" METAL STUDS @16" O.C.
CONNECT TOSTRUCUREU.N.O.
6"
5/8" GPDW, FINISH ASSCHEDULED
5/8" GPDW, FINISHAS SCHEDULED5/8" PLYWOOD
NOTE: PLYWOOD TO BE ONSAME SIDE AS THE WALL TAG
XXX
Auburn, ME207.784.5100
Portland, ME207.775.0053
Manchester, NH603.626.1242
PRELIMINARYNOT FOR
CONSTRUCTION
Graphic ScaleGraphic Scale
Graphic ScaleGraphic Scale
0 4" 8" 1'
1 1/2" = 1'-0"
Harriman Project No.
Drawing Scales
PA / PE:
Drawn By: Harriman Associatesc 2015
Proj North
Issues and Revisions
DescriptionDateMark
Plo
t Dat
e:
1 1/2" = 1'-0"
4/17
/201
5 9:
48:0
3 AM
AUBURN, MAINE
14135
A40.1
JLJ
TRJ
CONSTRUCTIONSYSTEMS
DOWNTOWN AUBURNTRANSPORTATION
CENTER
SCALE: 1 1/2" = 1'-0"A3 W1 - CONCRETE MASONRY UNIT WALL SYSTEM
SCALE: 1 1/2" = 1'-0"B3 W2 - CORRUGATED METAL PANEL WALL SYSTEM
SCALE: 1 1/2" = 1'-0"C3 W3 - COMPOSITE METAL PANEL WALL SYSTEM
SCALE: 1 1/2" = 1'-0"D3 R1 - EPDM ROOF SYSTEM
4/17/15 65% SUBMISSION
2" SCHEDULED 2"
AS S
CH
EDU
LED
2"
FIN.
FLR.
1
FIN.
FLR.
F
AS S
CH
EDU
LED
SCHEDULED
SF1
AS S
CH
EDU
LED
SCHEDULED
5" 5"
5"6
1/2" 3' -
4"
CENTERLINE OFEXIT DEVICE,WHEREAPPLICABLE
DEP
TH
FRAM
E
CLR
3"
4"
CLR
3"
4"
DEP
TH
FRAM
E
CLR
3"
4"
CONNECTINGPARITION
HM FRAME
PARTITION CONNECTIONWHERE OCCURS
NOTE:DETAILS SHOWN HEREARE TYPICAL DOORFRAME LOCATIONSUNLESS NOTEDOTHERWISE.VOID
PERIMETERINSULATION
1" ISOLATIONJOINT
STRUCTCONC SLAB
HM DOORFRAME
METALTHRESHOLD
SCHEDULEDFLOORING
HEAD DETAIL
SCHEDULEDDOOR
COL9 1/2"
SILL DETAIL
JAMB DETAIL
9 1/
2"
COL
Auburn, ME207.784.5100
Portland, ME207.775.0053
Manchester, NH603.626.1242
PRELIMINARYNOT FOR
CONSTRUCTION
Graphic ScaleGraphic Scale
Graphic Scale
0 4" 8" 1'
1 1/2" = 1'-0"
0 1' 2' 4'
3/8" = 1'-0"
Harriman Project No.
Drawing Scales
PA / PE:
Drawn By: Harriman Associatesc 2015
Proj North
Issues and Revisions
DescriptionDateMark
Plo
t Dat
e:
As indicated
4/17
/201
5 9:
48:1
0 AM
AUBURN, MAINE
14135
A60.1
JLJ
TRJ
SCHEDULES AND DOORDETAILS
DOWNTOWN AUBURNTRANSPORTATION
CENTER
DOOR AND FRAME SCHEDULE
No.DOOR PANELS FRAME
FIRERATING REMARKSPANEL SIZE
TYPE MAT TYPE MAT /FIN
DETAILSWIDTH HEIGHT THICK HEAD JAMB SILL
1ST FLOOR1A 3' - 0" 7' - 0" 1 3/4" SF1 AL -- AL -- STOREFRONT1B 3' - 0" 7' - 0" 1 3/4" SF1 AL -- AL -- -- STOREFRONT2A 3' - 0" 7' - 0" 1 3/4" SF1 AL -- AL -- STOREFRONT2B 3' - 0" 7' - 0" 1 3/4" SF1 AL -- AL -- -- STOREFRONT4 3' - 0" 7' - 0" 1 3/4" F WD 2 HM -- --5 3' - 0" 7' - 0" 1 3/4" F WD 2 HM -- --6 3' - 0" 7' - 0" 1 3/4" F WD 2 HM -- --7 3' - 0" 7' - 0" 1 3/4" F WD 2 HM -- --8 3' - 0" 7' - 0" 1 3/4" F WD 2 HM -- --
DOOR NOTES:
1. SEE SPECIFICATIONS FOR HARDWARE SET DESCRIPTIONS.2. SEE TITLE SHEET A00.1 FOR STANDARD ABBREVIATIONS.3. ALL SWINGING DOORS TO BE 1-3/4" THICK (U.N.O.)4. ALL DOORS SHALL BE 3/4" UNDERCUT (TYPICAL) EXCEPT WHEN THERE IS A BOTTOM FRAME OR
SILL THRESHOLD OR SPECIFICALLY NOTED OTHERWISE.5. ALL DOORS WITH BOTTOM FRAMES OR SILL THRESHOLDS SHALL HAVE MANUFACTURERS
RECOMMENDED STANDARD UNDERCUT.6. REFER TO B4/A60.1 FOR FRAME TYPES.7. REFER TO B3/A60.1 DOOR TYPES
DOOR ABBREVIATIONS:
AL ALUMINUMGL GLASSHM HOLLOW METALINS INSULATEDS/S STAINLESS STEELSTL STEELTEMP GL. TEMPERED GLASSWD WOOD DOOR OR FRAMEOBS OBSCURE GLASSETR EXISTING TO REMAINMANU MANUFACTURER
SCALE: 3/8" = 1'-0"C4 DOOR FRAME TYPES
SCALE: 3/8" = 1'-0"B3 DOOR TYPES
SCALE: 1 1/2" = 1'-0"A5 DOOR FRAME INSTALLATION DETAIL
SCALE: 1 1/2" = 1'-0"A4 SILL DETAIL AT STRUCTURAL SLAB
SCALE: 1 1/2" = 1'-0"A3 STOREFRONT DOOR DETAILS
MATERIAL LEGENDSPEC.
SECTION MATERIALCODENO.
MANUFACTURERSIZE STYLE/COLOR REMARKS
064000 PLASTIC LAMINATE PL1 PIONITE - TO BE DETERMINED VERTICAL SURFACE064000 PLASTIC LAMINATE PL2 PIONITE - TO BE DETERMINED HORIZONTAL SURFACES064000 SOLID SURFACE SS1 CORIAN - TO BE DETERMINED WINDOW SILLS095113 ACOUSTIC CEILING TILES ACT1 ARMSTRONG WORLD INDUS. 24" X 24" X 3/4" 1920 ULTIMA VECTOR- WHITE VECTOR096500 RESILIENT BASE RB1 JOHNSONITE - TIGHT LOK 4 1/4" TO BE DETERMINED099000 PAINT P1 SHERWIN WILLIAMS - TO BE DETERMINED PRIMARY099000 PAINT P2 SHERWIN WILLIAMS - TO BE DETERMINED ACCENT099000 PAINT P5 SHERWIN WILLIAMS - TO BE DETERMINED CEILING ONLY
ROOM FINISH SCHEDULEROOM
Floor Finish Base FinishWALL FINISH
COMMENTSNUMBER NAME NORTH EAST SOUTH WEST
1 VEST. POLISHED CONC. RB12 VEST. POLISHED CONC. RB13 WAITING AREA POLISHED CONC. RB14 MEN'S RESTROOM POLISHED CONC. RB15 WOMEN'S RESTROOM POLISHED CONC. RB16 UTILITY POLISHED CONC. RB17 BREAK ROOM POLISHED CONC. RB18 STAFF RESTROOM POLISHED CONC. RB1
4/17/15 65% SUBMISSION
1 2 3 4
A
B
C
A3A25.1
A3A25.1
C3A25.1
C3A25.1
A2A25.1
A1A25.1
MEN'S RESTROOM4
WOMEN'S RESTROOM5
STAFF RESTROOM8
BREAK ROOM7
UTILITY6
VEST.2
VEST.1
WAITING AREA3
GWB9' - 0"
GWB9' - 0"
GWB9' - 0"
GWB9' - 0"
GWB9' - 0"
GWB9' - 0"
ACT9' - 0"
ACT9' - 0"
GWB9' - 0"
GWB9' - 0"
LIGHTING, SEEELECTRICAL DRAWINGS
REFLECTED CEILING PLAN LEGEND
MECHANICAL, SEEELECTRICAL DRAWINGS
GYPSUM WALL BOARD
2' x 2' ACT
Auburn, ME207.784.5100
Portland, ME207.775.0053
Manchester, NH603.626.1242
PRELIMINARYNOT FOR
CONSTRUCTION
Graphic ScaleGraphic Scale
Graphic ScaleGraphic Scale
0 2' 4' 6'
1/4" = 1'-0"
Harriman Project No.
Drawing Scales
PA / PE:
Drawn By: Harriman Associatesc 2015
Proj North
Issues and Revisions
DescriptionDateMark
Plo
t Dat
e:
1/4" = 1'-0"
4/17
/201
5 9:
48:1
8 AM
AUBURN, MAINE
14135
A70.1
JLJ
TRJ
REFLECTED CEILINGPLAN
DOWNTOWN AUBURNTRANSPORTATION
CENTER
SCALE: 1/4" = 1'-0"A2 REFLECTED CEILING PLAN
4/17/15 65% SUBMISSION
SHEET TITLE:
DRAWN:
DESIGNED:
PROJECT NUMBER:
DATE:
CLIENT:
No
.D
AT
E
DR
.
BY
CK
D.
BY
DE
SC
RIP
TIO
N
IS
SU
ED
S1.1
GR
EA
T F
ALLS
P
LA
ZA
PR
OP
OS
ED
B
UILD
IN
G
c/o AVCOG
125 MANLEY ROAD
AUBURN, ME 04210
AU
BU
RN
, M
AIN
E
3-6
-1
55
0%
S
UB
MIS
SIO
NC
BC
B
4-1
7-1
56
5%
S
UB
MIS
SIO
NT
DC
B
No
.
SHEET TITLE:
DRAWN:
DESIGNED:
PROJECT NUMBER:
DATE:
DA
TE
CLIENT:
S1.2
DR
.
BY
CK
D.
BY
DE
SC
RIP
TIO
N
N
IS
SU
ED
GR
EA
T F
ALLS
P
LA
ZA
PR
OP
OS
ED
B
UILD
IN
G
c/o AVCOG
125 MANLEY ROAD
AUBURN, ME 04210
AU
BU
RN
, M
AIN
E
3-6
-1
55
0%
S
UB
MIS
SIO
NC
BC
B
4-1
7-1
56
5%
S
UB
MIS
SIO
NT
DC
B
No
.
SHEET TITLE:
DRAWN:
DESIGNED:
PROJECT NUMBER:
DATE:
DA
TE
CLIENT:
S2.1
DR
.
BY
CK
D.
BY
DE
SC
RIP
TIO
N
IS
SU
ED
GR
EA
T F
ALLS
P
LA
ZA
PR
OP
OS
ED
B
UILD
IN
G
c/o AVCOG
125 MANLEY ROAD
AUBURN, ME 04210
AU
BU
RN
, M
AIN
E
4-1
7-1
56
5%
S
UB
MIS
SIO
NT
DC
B
No
.
SHEET TITLE:
DRAWN:
DESIGNED:
PROJECT NUMBER:
DATE:
DA
TE
CLIENT:
S3.1
DR
.
BY
CK
D.
BY
DE
SC
RIP
TIO
N
IS
SU
ED
GR
EA
T F
ALLS
P
LA
ZA
PR
OP
OS
ED
B
UILD
IN
G
c/o AVCOG
125 MANLEY ROAD
AUBURN, ME 04210
AU
BU
RN
, M
AIN
E
4-1
7-1
56
5%
S
UB
MIS
SIO
NT
DC
B
VENT PIPING ABOVE FINISHED FLOOR
SANITARY PIPING ABOVE FINISHED FLOORS
V
EXISTING SOIL GAS PIPING ABOVE FINISHED FLOOREXSG
SOIL GAS PIPING ABOVE FINISHED FLOORSG
COLD WATER PIPING ABOVE FINISHED FLOORCW
HOT WATER PIPING ABOVE FINISHED FLOORHW
GAS PIPING ABOVE FINISHED FLOORG
HOT WATER RETURN PIPING ABOVE FINISHED FLOORHWR
INDIRECT WASTE PIPING ABOVE FINISHED FLOORIW
VENT PIPING BELOW FINISHED FLOOR
SANITARY PIPING BELOW FINISHED FLOOR
SOIL GAS PIPING BELOW FINISHED FLOOR
COLD WATER PIPING BELOW FINISHED FLOOR
HOT WATER PIPING BELOW FINISHED FLOOR
GAS PIPING BELOW FINISHED FLOOR
INDIRECT WASTE PIPING BELOW FINISHED FLOOR
S
V
SG
CW
HW
G
IW
Legend
CHECK VALVE
PRESSURE RELIEF VALVE
EWC-X ELECTRIC WATER COOLER
SA "X"
VTR
SHOCK ARRESTOR (P.D.I RATING)
VENT THROUGH ROOF
SHUT-OFF VALVE
CAP
DN DOWN
AFF ABOVE FINISHED FLOOR
BFF BELOW FINISHED FLOOR
TYP. TYPICAL
TRANSITION
SGTR SOIL GAS THRU ROOF
CIRCULATING PUMP
THREE WAY VALVE
THERMOMETER
AP ACCESS PANEL
DCP-X DOMESTIC CIRCULATING PUMP
ET-X EXPANSION TANK
FD-X FLOOR DRAIN
HB-X HOSE BIBB
L-X LAVATORY
MR MOP RECEPTOR
SK-X SINK
SP-X SUMP PUMP
WC-X WATER CLOSET
WH-X WALL HYDRANT
TP-X TRAP PRIMER
FCO FLOOR CLEANOUT
Auburn, ME207.784.5100
Portland, ME207.775.0053
Manchester, NH603.626.1242
PRELIMINARYNOT FOR
CONSTRUCTION
Graphic ScaleGraphic Scale
Graphic ScaleGraphic Scale
Graphic Scale
Harriman Project No.
Drawing Scales
PA / PE:
Drawn By: Harriman Associatesc 2015
Proj North
Issues and Revisions
DescriptionDateMark
NO SCALE
Plo
t Dat
e:4/
17/2
015
10:2
1:12
AM
AUBURN, MAINE
14135
P00.1
CG
JSL
LEGEND SCHEDULESAND GENERAL NOTES
DOWNTOWN AUBURNTRANSPORTATION
CENTER
3/6/15 50% SUBMISSION4/17/15 65% SUBMISSION
PLUMBING FIXTURE INSTALLATION SCHEDULEFURNISHED AND INSTALLED BY PLUMBING CONTRACTOR UNLESS OTHERWISE NOTED
LABELFIXTURE BRANCH SIZE BRANCH SIZE BRANCH SIZE BRANCH SIZE
SPECIFICATIONS MTG. HT TO RIMDESCRIPTION VENT WASTE CW HWWC-1 WATER CLOSET WALL MOUNTED ADA COMPLIANT 2" 4" 1" --- HYDROPWER SENSOR TYPE FLUSHOMETER 16-1/4"MR-1 FLOOR MOUNTED MOP RECEPTOR 1-1/2" 2" 1/2" 1/2" WALL MOUNTED FAUCET WITH BUCKET HOOK N/AL-1 LAVATORY ADA COMPLIANT 1-1/2" 2" 1/2" 1/2" HYDROPOWER SENSOR TYPE FAUCET 34"
SK-1 UNDERCOUNTER MOUNTED STAINLESS STEEL SINK 1-1/2" 2" 1/2" 1/2" SINGLE HOLE GOOSENECK FAUCET WITH SINGLE HANDLE CONTROL 34"EWC-1 ELECTRIC WATER COOLER ADA COMPLIANT 1-1/2" 2" 1/2" --- WALL MOUNTED BI-LEVEL WATER COOLER WITH INTEGRAL BOTTLE FILLING STATION ON UPPER UNIT 33-1/2" LOW 39-1/2" HIGHWH-1 ELECTRIC WATER HEATER - - 3/4" 3/4" 10 GAL. STORAGE CAPACITY, STANDARD 1500 WATT/120 VOLTS FLOOR MOUNTED
GENERAL NOTES1 COORDINATE WORK WITH THE WORK OF ALL OTHER TRADES.2 REFER TO INSTALLATION SCHEDULE DATA FOR THE SIZE OF PIPING CONNECTIONS
AND MOUNTING HEIGHTS OF EACH FIXTURE.3 SANITARY WASTE PIPING 4" & LARGER SHALL BE INSTALLED WITH A PITCH OF 1/4"
PER 1'-0".4 ALL UNDERSLAB PIPING SHALL BE INSTALLED TO PROVIDE NO LESS THAN 2" OF
COVER BETWEEN THE PIPING AND THE FLOOR SLAB.5 ALL PIPING SHALL BE CONCEALED EXCEPT IN SPACES WHERE NO CEILINGS
OCCUR.
1 2 3 4
A
B
C
2" CW DN
MR-1
L-1L-1
SK-1
2" WATERMETER
DOUBLE CHECK BACKFLOWPREVENTER EQUAL TO ZURN
WILKINS MODEL 350
WC-1
L-1
WC-1
EWC-1
CW- 2"
HW- 1/2"
WH-1CW- 1/2"
HW- 1/2"CW- 2"
CW- 1/2"
CW- 1/2"
HW- 1/2"
CW- 1"
HW- 1/2"
HW- 1/2"
CW- 1/2"
CW- 1 1/2"
HW- 1/2"
HW- 3/4"
CW- 3/4"
CW- 1/2"
CW- 1/2"
CW- 1/2"
1 2 3 4
A
B
C
4"FCO
4" SANITARY
EWC-1
NOTE: SANITARY PIPINGMAINS TO BE RUNUNDER SLAB (TYP.)
WC-1
L-1
MR-1
L-1L-1
SK-1
2"
4"
2"
FCOS- 2"
S- 2"
S- 4"S- 4"
S- 2"S- 2"
S- 2" S- 2"
S- 4"
Auburn, ME207.784.5100
Portland, ME207.775.0053
Manchester, NH603.626.1242
PRELIMINARYNOT FOR
CONSTRUCTION
Graphic ScaleGraphic Scale
Graphic ScaleGraphic Scale
0 2' 4' 6'
1/4" = 1'-0"
Harriman Project No.
Drawing Scales
PA / PE:
Drawn By: Harriman Associatesc 2015
Proj North
Issues and Revisions
DescriptionDateMark
Plo
t Dat
e:
1/4" = 1'-0"
4/17
/201
5 11
:09:
44 A
M
AUBURN, MAINE
14135
P10.1
CG
JSL
FIRST FLOOR SUPPLY &DRAINAGE
DOWNTOWN AUBURNTRANSPORTATION
CENTER
SCALE: 1/4" = 1'-0"1 FIRST FLOOR SUPPLY
SCALE: 1/4" = 1'-0"2 FIRST FLOOR DRAINAGE
3/6/15 50% SUBMISSION4/17/15 65% SUBMISSION
1 2 3 4
A
B
C
4
MEN'SRESTROOM6
UTILITY
8
STAFFRESTROOM
7
BREAKROOM
5
WOMEN'SRESTROOM
3
WAITINGAREA
S2150
1
S150
1
S2100
1
S2100
1
EU-3
E175
1E1125
1
CU-1
EU-1
EU-2
S950
1 S950
1
OUTSIDE AIR DUCT
EXHAUST DUCT
OUTSIDE AIR DUCT
EXHAUST DUCT
R950
1
R950
1
ERU-1
E1125
1
10"x8" 9"x9"
9"x9
"
10"ø
10"ø10"ø
10"ø
12"x8"
6"x6"
EUH-1 EUH-2
S200
1
9"x9"
E1125
1
RL- 1/2"RS- 1 1/4"
Auburn, ME207.784.5100
Portland, ME207.775.0053
Manchester, NH603.626.1242
PRELIMINARYNOT FOR
CONSTRUCTION
Graphic ScaleGraphic Scale
Graphic ScaleGraphic Scale
0 2' 4' 6'
1/4" = 1'-0"
Harriman Project No.
Drawing Scales
PA / PE:
Drawn By: Harriman Associatesc 2015
Proj North
Issues and Revisions
DescriptionDateMark
Plo
t Dat
e:
1/4" = 1'-0"
4/17
/201
5 9:
53:2
9 AM
AUBURN, MAINE
14135
M10.1
JSC
JSC
FIRST FLOORDUCTWORK
DOWNTOWN AUBURNTRANSPORTATION
CENTER
SCALE: 1/4" = 1'-0"1 FIRST FLOOR DUCTWORK
3/6/15 50% SUBMISSION4/17/15 65% SUBMISSION
DUCTLESS HEAT PUMP INDOOR UNITMARK MANUFACTURER MODEL CONFIGURATION SERVICE
AIRFLOW(CFM)
COOLINGCAPACITY
HEATINGCAPACITY WIDTH DEPTH HEIGHT PHASE VOLTAGE BREAKER
FANMOTOR WEIGHT
EU-1 DAIKIN FXMQ36 HORIZONTAL DUCT CONCEALED WAITING 950 36,000 Btu/h 40,000 Btu/h 55 1/8" 27 9/16" 11 13/16" 1 208 15.0 102 lbEU-2 DAIKIN FXMQ36 HORIZONTAL DUCT CONCEALED WAITING 950 36,000 Btu/h 40,000 Btu/h 55 1/8" 27 9/16" 11 13/16" 1 208 15.0 102 lbEU-3 DAIKIN FXMQ024 HORIZONTAL DUCT CONCEALED BACK ROOMS 600 24,000 Btu/h 27,000 Btu/h 39 3/8" 27 9/16" 11 13/16" 1 208 15.0 80 lb
DUCTLESS HEAT PUMP OUTDOOR UNITMARK MANUFACTURER MODEL SERVICE
RefrigerantUsed
AMBIENTAIR
COOLINGCAPACITY
HEATINGCAPACITY WIDTH DEPTH HEIGHT PHASE VOLTAGE MCA RLA WEIGHT
CU-1 DAIKIN RXYQ144PBTJ HEATING / COOLING R-410A 95 °F 138,000 Btu/h 154000.0 Btu/h 73 1/4" 30 1/8" 66 1/8" 3 480 32.0 14.2
ENERGY RECOVERY UNITMARK MANUFACTURER MODEL SERVICE AIRFLOW
AMBIENTAIR WIDTH DEPTH HEIGHT PHASE VOLTAGE MCA MOCP WEIGHT
ERU-1 DAIKIN VAM470GVJU VENTILATION 450 95 °F 43 11/16" 32 3/4" 15 1/4" 1 208 3.9 15 121 lb
ELECTRIC UNIT HEATERTAG
MANUFACTURER MODEL SERVICE
OUTPUT(BTUH)
AIR FLOW(CFM) KW AMPS PHASE VOLT MOUNTING TYPE NOTES
EUH-1 MARKEL Y3485A1 VESTIBULE - LEFT 17,000 425 5 6.1 3 480 CEILING RECESSEDEUH-2 MARKEL Y3485A1 VESTIBULE - RIGHT 17,000 425 5 6.1 3 480 CEILING RECESSED
REF:A1
--
1.
2.
3.
4.
5.
6.
7.
UNLESS OTHERWISE NOTED, WIRING SHALL BE 2#12 AWG
CONDUCTORS & #12 GND. HOMERUNS FED FROM 20A, SINGLE
POLE CIRCUITS IN EXCESS OF 100 FEET SHALL BE #10 AWG
UNLESS INDICATED OTHERWISE. INSULATION TYPE SHALL BE
THHN/TWHN, 75 DEG. C, AND 600V CLASS UNLESS SPECIFIED
OTHERWISE.
FLEXIBLE CONNECTIONS TO MOTORS SHALL BE
FLEXIBLE LIQUID TIGHT CONDUIT.
8.
10.
11.
UNLESS OTHERWISE NOTED, ALL WIRING SHALL
BE 600V, COPPER WITH THHN-THWN INSULATION.
WHERE A DISCREPANCY OCCURS BETWEEN THE
DRAWINGS AND THE SPECIFICATIONS, THE
SPECIFICATIONS SHALL PREVAIL. CONTACT THE
ENGINEER FOR CLARIFICAION WHEN SUCH A
SITUATION OCCURS.
NOTES
1.
2.
3.
5.
6.
7.
FIRE ALARM RED
BLUE
SIGNAL (NURSE CALL, PA)
AUDIO VISUAL
480V
277V
120V
208V
PURPLE
WHITE
BROWN
ORANGE
BLACK
GENERAL NOTES GENERAL NOTES (CON'T) LIGHTING FIXTURE NOTES
REF:B1
--
LIGHTING FIXTURE SCHEDULE
REF:B2
--
LEGEND
JUNCTION BOX IDENTIFICATION
COLOR CODE CHART
4.
ALL FLUORESCENT LAMPS ARE TO BE STANDARD COLOR
3500K UNLESS OTHERWISE NOTED.
8. ALL LIGHT FIXTURES SHAL MEET UTILITY COMPANY INCENTIVE
REQUIREMENTS. INCENTIVE FORMS SHALL BE COMPLETED BY
ELECTRICAL CONTRACTOR. ALL INCENTIVES SHALL BE PAID
DIRECTLY TO OWNER.
THE ELECTRICAL CONTRACTOR SHALL FURNISH ALL
LIGHTING FIXTURES COMPLETE WITH MOUNTING
ACCESSORIES TO MEET JOB REQUIREMENTS.
ALL FLUORESCENT FIXTURES SHALL HAVE ELECTRONIC
BALLASTS - U.L. APPROVED AS A COMBINATION WITH
ENERGY SAVING LAMPS SUPPLIED.
THE ELECTRICAL CONTRACTOR SHALL VERIFY FIXTURE
MOUNTING AND LOCATION AGAINST PLANS, ELEVATIONS,
AND DETAIL DRAWINGS. EXACT LOCATION OF ALL
FIXTURES SHALL BE CONFIRMED WITH THE ARCHITECT
PRIOR TO ROUGHING IN.
FIXTURE LETTERS SHOWN ON A CONTINUOUS ROW OF
FIXTURES SHALL BE TYPICAL FOR THAT ROW UNLESS
OTHERWISE NOTED.
ALL FLUORESCENT FIXTURES SHALL BE ENERGY SAVING TYPE.
ALL WORK SHALL BE PERFORMED IN ACCORDANCE WITH
THE LATEST EDITION OF NFPA 70, NATIONAL ELECTRICAL
CODE (NEC), OSHA REGULATIONS, AS WELL AS APPLICABLE
REGULATIONS OF THE PERTINENT FEDERAL, STATE, COUNTY,
AND CITY AGENCIES. PROVIDE MATERIALS AND EQUIPMENT
THAT COMPLY WITH ANSI, IEEE, IES, AND NEMA STANDARDS.
WHERE APPLICABLE, PROVIDE ONLY MATERIALS THAT ARE
U.L. LISTED AND LABELED.
CONDUIT RUNS ARE SHOWN DIAGRAMATICALLY. INSTALL
CONDUIT WITH A MINIMUM OF BENDS IN THE SHORTEST
PRACTICAL DISTANCE CONSIDERING THE BUILDINGS
CONSTRUCTION AND OBSTRUCTIONS, EXCEPT WHERE
OTHERWISE NOTED.
ALL MOTOR SAFETY SWITCHES, DISCONNECTS AND MOTOR
STARTERS THAT ARE NOT PROVIDED BY OTHER DIVISIONS,
SHALL BE PROVIDED BY DIVISION 26, UNLESS SPECIFICALLY
NOTED OTHERWISE.
ALL PENETRATIONS THROUGH FIRE-RATED FLOORS, WALLS
AND PARTITIONS SHALL BE SEALED WITH UL APPROVED
FIRE SEALANT MATERIAL TO MAINTAIN THE RATING
OF THE SEPARATION.
WHERE MATERIAL IS CALLED OUT IN THE LEGEND BY
MANUFACTURER, TYPE OR CATALOG NUMBER, SUCH
DESIGNATIONS ARE TO ESTABLISH STANDARDS OR
DESIRED QUALITY. ACCEPTANCE OR REJECTION OF
THE PROPOSED SUBSTITUTIONS SHALL BE SUBJECT
TO THE APPROVAL OF THE OWNER.
REFER TO ARCHITECTURAL DRAWINGS FOR EXACT
LOCATION OF EQUIPMENT, DEVICES, AND FURNITURE
REQUIREMENTS, PRIOR TO ROUGHING IN FOR SAME.
ALL GENERAL NOTES, SYMBOLS, LISTS, ABBREVIATIONS
AND DETAILS ARE TO BE CONSIDERED APPLICABLE TO
ALL ELECTRICAL DRAWINGS FOR THIS PROJECT.
ALL FIXTURES SHALL BE SUPPORTED FROM THE BUILDING
STRUCTURE.
9.
APPLICABLE CODES
NATIONAL ELECTRICAL CODE 2014
INTERNATIONAL BUILDING CODE 2009
INTERNATIONAL ENERGY CONSERVATION CODE 2009
E L E C T R I C A L L E G E N DLP-1,3 HOMERUN TO PNLBRD - ARROWS INDICATE NUMBER OF CIRCUITS. CROSS LINES INDICATE NUMBER OF
CONDUCTORS OTHER THAN TWO (PROVIDE NUMBER OF WIRES REQUIRED TO ALLOW SWITCHING SHOWN - E10
SERIES LIGHTING DRAWINGS).
CIRCUIT NUMBER(S)
PANEL DESIGNATION
LIGHTING-------------------------------------------
SURFACE MOUNTED LIGHT FIXTURE
SURFACE MOUNTED 1' X 4'
SINGLE POLE SWITCH - MOUNTED C/L UP 48" UNLESS NOTED OTHERWISE - SUBLETTER INDICATES SWITCH
CONTROL - SEE DETAIL THIS DRAWING
SWITCH - MOUNTED C/L UP 48" UNLESS NOTED OTHERWISE
WALLBOX MOUNTED OCCUPANCY SENSOR SWITCH - MOUNTED C/L UP 48" UNLESS NOTED OTHERWISE
OC CEILING MOUNTED OCCUPANCY SENSOR - PROVIDE POWERPACKS AS REQUIRED
D CEILING MOUNTED DAYLIGHT HARVESTING SENSOR
POWER----------------------------------------------
208V PANELBOARD
POWER COMPANY UTILITY METER
J JUNCTION BOX
DUPLEX CONVENIENCE RECEPTACLE - MOUNTED C/L UP 24" UNLESS NOTED OTHERWISE -"TR" DESIGNATES
TAMPER RESISTANT
GFI GFCI DUPLEX CONVENIENCE RECEPTACLE - MOUNTED C/L UP 48" UNLESS NOTED OTHERWISE
TELE/DATA OUTLET- MOUNTED C/L UP 24" UNLESS NOTED OTHERWISE
LIFE SAFETY----------------------------------------
EMERGENCY BATTERY UNIT - MOUNTED C/L UP 7'-6" AFF
F FIRE ALARM MANUAL PULL STATION - MOUNTED C/L UP 48"
SFIRE ALARM HORN/LIGHT UNIT. CANDLE POWER (CD) PER NFPA 72 AND AS NOTED - 15/75 WHERE NOT
OTHERWISE INDICATED ON PLANS - MOUNTED BOTTOM OF STROBE UP 80" ON WALL
FIRE ALARM STROBE LIGHT UNIT. CANDLE POWER (CD) PER NFPA 72 AND AS NOTED - 15/75 WHERE NOT
OTHERWISE INDICATED ON PLANS - MOUNTED BOTTOM OF STROBE UP 80" ON WALL
FIRE ALARM STROBE LIGHT UNIT - CEILING MOUNTED. CANDLE POWER (CD) PER NFPA 72 AND AS NOTED.
FIRE ALARM SMOKE DETECTOR
F FIRE ALARM MANUAL PULL STATION
CEILING MOUNTED EXIT SIGN - DOUBLE FACE
WALL MOUNTED EXIT SIGN - SINGLE FACE
GENERAL--------------------------------------------
## KEYNOTE TAG
LAMPS, HANGERS, FITTINGS, ETC. FOR A COMPLETE AND PROPER INSTALLATION
ALL FIXTURES SHALL BE FURNISHED COMPLETE WITH ALL HARDWARE
LIGHTING FIXTURE SCHEDULE
TYPE MANUFACTURER CATALOG NO. MTG. VOLTNO. WATT
LAMPS
TYPEREMARKS/BALLAST INFORMATION
LEDUNVRA
LED R2X-WO-4L35-1D-UNV-22CORELITE
2X2 RECESSED LED TROFFER
UNVRDL1
LED A6VEPLED1-1530K-L6011FRSCLVANTAGE
6" LED DOWNLIGHT
UNVRDL1E
LED PROVIDE INTEGRAL EMERGENCY BATTERY BACKUPA6VEPLED1-1530K-L6011FRSCL-EMVANTAGE
SAME AS DL1 WITH EMERGENCY BATTERY BACKUP
UNVRDL2
LED WET LOCATION LISTEDA6VEPLED1-3030K-L6011FRSCLVANTAGE
EXTERIOR LED DOWNLIGHT
RDL2
UNVSE
LED SQ-80-LED-WMULE
EMERGENCY BATTERY UNIT
UNVPP4
LENGTH AS REQUIRED
MOUNT AT 9'-0" AFF. PROVIDE AIRCRACT CABLE
LED PROVIDE INTEGRAL EMERGENCY BATTERY BACKUPDSI-WS-1L35-1D-UNV-ACXX-XX-XCORLITE
4' DECORATIVE LED PENDANT
UNVPP8
LENGTH AS REQUIRED
MOUNT AT 9'-0" AFF. PROVIDE AIRCRACT CABLE
LED PROVIDE INTEGRAL EMERGENCY BATTERY BACKUPDSI-WS-1L35-1D-UNV-ACXX-XX-XCORLITE
8' DECORATIVE LED PENDANT
PP8
UNVSU
LED COORDINATE LOCATIONS WITH OTHER TRADES.S4LEDHOCWUEENVOY
LED UTILITY FIXTURE
PP8
UNVSVL
LED INTEGRAL MICROWAVE OCCUPANCY SENSORHVL8-LED-4-LD3-1STD-35-UNV-O-ED1C-D-OS2FAILSAFE
VANDAL RESISTANT FIXTURE WITH INTEGRAL OCCUPANCY SENSOR
UNVSVLE
INTEGRAL MICROWAVE OCCUPANCY SENSOR
LED PROVIDE INTEGRAL EMERGENCY BATTERY BACKUPHVL8-LED-4-LD3-1STD-35-UNV-O-ED1C-D-OS2-EMFAILSAFE
SAME AS VL WITH EMERGENCY BATTERY BACKUP
SVLE
UNVSW
LED ISS-B02-LED-E1-XXX-XX-XMCGRAW
LED SECURITY WALL LIGHTER
SW
UNVSX
LED MD-B-U-R-AA-USAMULE
EXIT SIGN
Harriman Project No.
Drawing Scales
PA / PE:
Drawn By:Harriman Associates
c 2015
Proj North
DescriptionDateMark
Key Plan
AUBURN, MAINE
Issues and Revisions
CONSTRUCTION
NOT FOR
PRELIMINARY
207.784.5100
Auburn, ME
207.775.0053
Portland, ME
603.626.1242
Manchester, NH
14135
Casco BayEngineering
Portland, ME 04101
424 Fore Street
Phone 207.842.2800
Fax 207.842.2828
www.cascobayengineering.com
CENTER
TRANSPORTATION
DOWNTOWN AUBURN
JWT
APG
E00.1
ELECTRICAL
LEGENDS, NOTES
AND SCHEDULES
3/6/15 50% SUBMISSION
4/17/15 65% SUBMISSION
MEN'S RESTROOM
4UTILITY
6 STAFF RESTROOM
8
BREAK ROOM
7
WOMEN'S RESTROOM
5
WAITING AREA
3
VEST.
1
VEST.
2
1 2 3 4
A
B
C
D D OCOC
OCOC
OC
OC
W
W
P8
P4P4
P8
A A
AA
DL2
DL2
DL2DL2
DL2DL2
DL2
DL1EDL1E
DL1E
DL1
DL1
U
U
VLVLA
VLE VLE
Harriman Project No.
Drawing Scales
PA / PE:
Drawn By:Harriman Associates
c 2015
Proj North
DescriptionDateMark
Key Plan
AUBURN, MAINE
Issues and Revisions
CONSTRUCTION
NOT FOR
PRELIMINARY
207.784.5100
Auburn, ME
207.775.0053
Portland, ME
603.626.1242
Manchester, NH
14135
Casco BayEngineering
Portland, ME 04101
424 Fore Street
Phone 207.842.2800
Fax 207.842.2828
www.cascobayengineering.com
CENTER
TRANSPORTATION
DOWNTOWN AUBURN
MEN'S RESTROOM
4UTILITY
6 STAFF RESTROOM
8
BREAK ROOM
7
WOMEN'S RESTROOM
5
WAITING AREA
3
VEST.
1
VEST.
2
1 2 3 4
A
B
C
BOARD
TELEPHONE
1
P1
TRTR
TRTR
TRTR
GFI
A
GFI
A
GFI
A
TR TRTR
TRTR
GFI
A
GFI
A
A A2 4
888
10 10
3 5
FA
CP
9
9
9
6
7
11
12 12
1
F F
WP
WP
P1-37
P1-38
P1-32 P1-36
XXXX
MPANEL
P1200A
200A
120/208V
4#3/0&G-3"C
COORDINATE ALL WORK WITH CMP
UTILITY COMPANY METER
TVSS
PER NEC
GROUND
BOARD
TELEPHONE
FIELD VERIFY LENGTH
30
30
30
COORDINATE WITH CMP
NEW OVERHEAD PRIMARY
ID ID
WATT LOADS
MOUNTING:
LOCATION:
LOAD DESCRIPTION
AM
P
PO
LE
CRKTDWG
NO. PO
LE
WATTSPH A PH B PH C
WATTS
PO
LE
CRKTDWG
NO. PO
LE
AM
P
LOAD DESCRIPTION
FEEDER:AIC RATING:MAIN BREAKER:VOLTAGE:
BUSES:PH & WIRES:
120/208
3P 2W
MAIN BREAKER
200A MAIN BRKR
SEE SPECS
SURFACE
UTILITY ROOM
3#1/0&G-2"CP1
TUB 1 OF 1 - REMARKS:
RCPT UTIL RM 20 1 1 1 360 1560 --- --- 1200 2 2 1 20 RCPT VENDING MACH
RCPT WMS RR 20 1 1 3 180 --- 1380 --- 1200 4 4 1 20 RCPT VENDING MACH
RCPT MNS RR 20 1 1 5 180 --- --- 680 500 6 6 1 20 RCPT REFRIG
RCPT KITCHEN COUNTER 20 1 1 7 1200 1740 --- --- 540 8 8 1 20 RCPTS WAITING AREA
RCPTS BREAK RM 20 1 1 9 540 --- 900 --- 360 10 8 1 20 RCPTS WAITING AREA
RCPT STAFF RR 20 1 1 11 180 --- --- 540 360 12 12 1 20 RCPTS FUTURE TICKET CTR
FIRE ALARM PANEL 20 1 1 13 180 180 --- --- 0 14 14 1 20 SPARE
SPARE 20 1 15 15 0 --- 0 --- 0 16 16 1 20 SPARE
SPARE 20 1 17 17 0 --- --- 0 0 18 18 1 20 SPARE
SPARE 20 1 19 19 0 0 --- --- 0 20 20 1 20 SPARE
SPARE 20 1 21 21 0 --- 0 --- 0 22 22 1 20 SPARE
SPARE 20 1 23 23 0 --- --- 0 0 24 24 1 20 SPARE
SPARE 20 1 25 25 0 0 --- --- 0 26 26 1 20 SPARE
SPARE 20 1 27 27 0 --- 0 --- 0 28 28 1 20 SPARE
SPARE 20 1 29 29 0 --- --- 0 0 30 30 1 20 SPARE
SPARE 20 1 31 31 0 0 --- --- 0 32 32 1 20 AIR CURTAIN
CEILING CASSETTES 20 2 33 33 0 --- 0 --- 0 34 34 1 20 AIR CURTAIN
- - - 35 --- --- 0 36 - - -
CU-1 15 3 37 37 0 0 --- --- 0 38 38 3 15 CU-2
- - - 39 --- 0 --- 40 - - -
- - - 41 --- --- 0 42 - - -
TOTAL AMPS: 19.4 3480 2280 1220 TOTAL WATTS: 6980
REMARKS:
04/17/2015
PROVIDE (1) 2" UNDERGROUND CONDUIT FOR TELEPHONE AND
PROVIDE (1) 2" UNDERGROUND CONDUIT FOR CABLE TV
30
SEE ELECTRICAL SITE PLAN ES10.1
NEW UNDERGROUND SECONDARY
JWT
APG
E10.1
ELECTRICAL
PART PLANS &
DETAILS
1POWER PLANSCALE: 1/8" = 1'-0"
3LIGHTING PLANSCALE: 1/8" = 1'-0"
4PANEL SCHEDULESCALE: NO SCALE
2RISER DIAGRAMSCALE: NONE
3/6/15 50% SUBMISSION
4/17/15 65% SUBMISSION
M
A I
N
E
T U R N
E R
S T R E
E T
WV
THE ESPLANADE
S
GV
WV
GV
g r a n i t e b l o c k c u r b
S
DYH
WV
GV
DYH
GV
S
DYH
WV
S
WVWV
WV
S
DYH
S
GV
DYH
EXIT
R
A I
L
R
O
A
D
D
CA
BLE
D
CA
BLE
CA
BLE
CA
BLE
D
C
E
N
T
R
A
L
S
WV
WV
S
HA
MPS
HIR
E ST.
WV
S
TR
OY S
TR
EE
T
S
WV
2 GFP BUILDIN
G
GR
EA
T
FA
LLS
PL
AZ
A
RD.
D
CENTER BUILDING
PROPOSED TRANSPORTATION
BU
S
PA
RKIN
G
HILTON GARDEN INN
30 60 120
WITH CENTRAL MAINE POWER CO.
COORDINATE REQUIREMENTS
NEW OVERHEAD PRIMARYCABLE AND TELEPHONE
2 - 2"C UNDERGROUND
DRAWING E10.1 FOR REQTS
SEE RISER DIAGRAM ON
Harriman Project No.
Drawing Scales
PA / PE:
Drawn By:Harriman Associates
c 2015
Proj North
DescriptionDateMark
Key Plan
AUBURN, MAINE
Issues and Revisions
CONSTRUCTION
NOT FOR
PRELIMINARY
207.784.5100
Auburn, ME
207.775.0053
Portland, ME
603.626.1242
Manchester, NH
14135
Casco BayEngineering
Portland, ME 04101
424 Fore Street
Phone 207.842.2800
Fax 207.842.2828
www.cascobayengineering.com
CENTER
TRANSPORTATION
DOWNTOWN AUBURN
JWT
DSH
ELECTRICAL
SITE PLAN
ES10.1
4/17/15 65% SUBMISSION
0 15' 30' 45'1" = 30'-0"