Graphic Scale
AUBURN PORTLAND PORTSMOUTHBOSTON
Graphic Scale
Graphic ScaleGraphic Scale
Graphic ScaleGraphic Scale
Key Plan
Harriman Project No.
PA / PE:
Drawn By: Harriman Associatesc
Proj North
Revision DescriptionRev Date
APRIL 2, 2019
APRIL 2, 2019
AUBURN, MAINE
18676
G00.1
MDL
MCM
COVER SHEET
2019
CENTRAL MAINECOMMUNITY COLLEGE
PLUMBING LAB
AUBURN, MAINE
CENTRAL MAINECOMMUNITY COLLEGEPLUMBING LAB
G00.1 COVER SHEET
ARCHITECTURAL DRAWINGSA00.1 ABBREVIATIONS AND LEGENDSA10.1 DEMOLITION AND NEW FLOOR PLANSA25.1 BUILDING SECTIONS, CEILING PLAN AND DETAILSA35.1 STAIR SECTIONS AND DETAILS
STRUCTURAL DRAWINGSS10.1 FOUNDATION PLANS20.1 FIRST FLOOR FRAMING PLANS50.1 TYPICAL NOTES AND DETAILS
PLUMBING DRAWINGSP00.1 LEGEND, SCHEDULES, GENERAL NOTES & DETAILSP10.1 BELOW SLAB DRAINAGE PLANSP10.2 FIRST FLOOR DRAINAGE PLANSP20.1 FIRST FLOOR SUPPLY PLANSP20.2 ROOF PLAN SUPPLY PLANS
FIRE PROTECTION DRAWINGSF10.1 LEGEND, NOTES & FIRE PROTECTION PLANS
MECHANICAL DRAWINGSM00.1 LEGEND & GENERAL NOTESM10.1 MECHANICALM40.1 SCHEDULES
ELECTRICAL DRAWINGSE00.1 LEGEND SCHEDULES AND DETAILSE05.1 EXISTING CONDITIONS PLANSE10.1 LIGHTING PLANSE20.1 POWER AND SYSTEM PLANSE50.1 SINGLE LINE AND LOCATION PLANE60.1 PANELBOARD SCHEDULES
CONSTRUCTION DOCUMENTS
CONSTRUCTION DOCUMENTS
LIST OF DRAWINGS
A
PLAN - SECTION
A1 VIEW TITLEVIEW SCALE
VIEW TITLE
BUILDING SECTION
WALL SECTION
EXTERIOR ELEVATION
INTERIOR ELEVATION
DETAIL
THE FOLLOWING APPLIES TO THE MARKERS ABOVE:
A1A25.1
A1A30.1
A1A20.1
A3A1
A2
A4
A81.1
A1A50.1
A1A25.1
A1A50.1
INDICATES ELEVATION, SECTION OR DETAIL NUMBER
SEE TITLE BLOCK FOR GRAPHIC SCALE
INDICATES ELEVATION, SECTION OR DETAIL NUMBER
INDICATES DRAWING SHEET ON WHICH ELEVATION, SECTION OR DETAIL 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 CLOUD
CEILING TYPE AND HEIGHT AFF
#
216
ROOM NAME101
72
201
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
Graphic Scale
AUBURN PORTLAND PORTSMOUTHBOSTON
Graphic Scale
Graphic ScaleGraphic Scale
Graphic ScaleGraphic Scale
Harriman Project No.
PA / PE:
Drawn By: Harriman Associatesc
Proj North
Plo
t Dat
e:
Revision DescriptionRev Date
APRIL 2, 2019
4/2/
2019
12:
37:4
2 PM
AUBURN, MAINE
18676
A00.1
MDL
MCM
ABBREVIATIONS ANDLEGENDS
2019
CENTRAL MAINECOMMUNITY COLLEGE
PLUMBING LAB
A2 CONTRACT DRAWING ABBREVIATIONSNO SCALE A5 GRAPHIC SYMBOLS LEGEND
NO SCALE A6 MATERIALS LEGENDNO SCALE
RL ROOF LEADERRM ROOMRO ROUGH OPENINGROW RIGHT OF WAYRR RETURN REGISTER
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 UNDERDRAIN
UGD UNDERGROUNDDUCTWORK
UH UNIT HEATER
UNO UNLESS NOTEDOTHERWISE
UR 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
LB (S) POUNDSLD LINEAR DIFFUSERLD LINED DUCTLF LAWN FAUCETLF LINEAL FEETLG LONGLL LIVE LOADLPS LOW PRESSURE STEAMLTG LIGHTINGLTL LINTELLTW LOW TEMPERATURE STEAMLW LIMIT OF WORK
M METER (S)MAS MASONRYMAX MAXIMUM
MBH 1000 BRITISH THERMALUNIT
MD 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 POINT
PSF POUNDS PER SQUAREFOOT
PSI 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 GRILLE
DWG DRAWING
E EASTEB EXPANSION BOLTEF EXHAUST FAN
EIFS EXTERIOR INSULATEDFINISH SYSTEM
EJ 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 FOOTING
FY 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 WATER
HVAC HEATING - VENTILATING -AIR CONDITIONING
HW 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) LAVATORY
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 WRAP
ANGLECENTERLINECHANNELDIAMETERPLATESQUARE
SYMBOLS USED AS ABBREVIATIONS
L
OPL
CONSTRUCTION DOCUMENTS
DN
UP
DN
DN
FAPS
DN
UP
DN
e1 e2 e3 e4
eA
eB
eC
eD
VERTICAL WHEELCHAIR LIFT (180 Deg ACCESS, FULLY ENCLOSED
WITH INTERGRAL DOOR AND GATE AND 3" RECESSED PIT)
SEE ELEC DWGS FOR PANEL AND TRANSFORMER INFO
EXTENT OF FLOOR ABOVE
UP
DOWN
EXG COLUMNSPAINT P2 (TYP)
NEW COLUMNS PAINT P2 (TYP)
EXG OVERHEAD DOOR TO REMAIN
EXG EXIT DOOR AND FRAME TO REMAIN. PAINT DOOR P2 AND
FRAME P3 ROOM SIDE
66' - 8"
15' - 6"
74' - 4"
46' -
10"
A6A25.1
32' -
7"
5' - 1
1/2"
A1A25.1
A1A25.1
STD STEEL PIPE CURB RAILING UNDER BOTH STAIR STRINGERS PAINT P2
A4A25.1
A4A25.1
CLASSROOM101
A35.1B6
A25.1 B4
PROVIDE NEW SELF-LEVELING HYDRAULIC CEMENT BASED FLOOR OVER EXG CONC SLAB ON GRADE DUE TO OWNER DEMO OF EXG THICKSET TILE FLOOR SYSTEM (APPROX 535 SF)
PROVIDE NEW CEMENT SKIM COAT OVER EXG CMU WALLS TO REMAIN (UP TO 5' AFF) DUE TO OWNER DEMO OF EXG THINSET TILE WAINSCOT (APPROX 450 SF)
NEW CLASSROOMPAINT WALLS P1
NO WORK
EXG DOORS AND FRAMETO REMAINPAINT DOORS P2PAINT EXG FRAME P3BOTH SIDES
EXG DOORS AND FRAMES TO REMAINPAINT DOORS P2 AND FRAMES P3 ROOM SIDE
EXG DOORS TO REMAINPAINT DOOR P2 AND EXG FRAMES (INCLUDING BORROWED LITE FRAME) P3 ROOM SIDEA
C
D
E
F
G
1 2 3 4 6 7 8
B
5
STORAGE103
STAIR102
CLASSROOM202
PAINT WALLS AND EXPOSEDSTRUCT P1
TOOTH-IN NEW CMU TO MATCH EXG DUE TO OWNER'S DEMO OF EXG
EXG ALCOVE. PAINT WALLS P1PAINT STAIR COMPONENTS P2
NEW CONC FILL, STL PAN, PERFORATED RISER STAIR SYSTEMPAINT P2
e1 e2 e3 e4
eA
eB
eC
eD
e5'
DOWN
OPEN TO BELOW
8' -
0"
REMOVABLE RAILING SYSTEM CENTERED ON EXG OVERHEAD DOOR
SWING GATE BY ADA LIFT MFR
42" HIGH GUARDRAILAROUND OPENINGPAINT P2
NEW 42" HIGH GUARDRAIL. PAINT P2
NEW 42" HIGH GUARDRAIL. P2
EXG COLUMNPAINT P2 TYP
EXG COLUMN
VERTICAL WHEELCHAIR LIFT
NEW (2) 3'-0" X 5'-0" HIGH (V.I.F.) HM DOOR (FLUSH) AND NEW HM FRAME WITHIN MODIFIED OPENING FRAME. PAINT DOOR P2, PAINT FRAME P3.
UP
EXG MEZZANINE AREAPAINT EXG WALLS P1. PAINT EXPOSED STRUCT AND ROOF DECK P2
EXG STORAGE AREA (N.I.C.)
EXISTING STORAGE. PAINT WALLS AND EXPOSED STRUCT P1
EXTENT OF OVERHEAD DOOR IN THE 'UP' POSITION
A6A25.1
A1A25.1
A1A25.1
A4A25.1
A4A25.1
3' - 10"3' - 3 3/4"
2' - 0"3' - 3 3/4"
CLR
5' -
4"
CLR
6' -
9"
8' - 0"
3' - 0"
6' -
0"
906N
996N
993N
996N
906N
1' - 11"
+/- V.I.F.
10' - 1"
+/- V.I.F
10' - 0" 2' - 0"
NEW AHU- SEE MECH DWGS
EXG I.T. CLOSET (N.I.C)
FIXTURES BY OWNER- TYPNEW 8'-0" HIGH GPDW WALLS BY GC
906N
906N
906N
906N
A35.1C3
A35.1
E1
NEW STL COL'S (TYP OF 3) PAINT P2 886N
1' -
0"
A4A35.1
3' -
2"
A4A35.1
16' - 11"
PER MFR
4' - 9" +/-
PER
MFR
5' -
0" +
/-
A25.1 B4PROVIDE GAP IN RAILING SYSTEM TO ACCOMMODATE DUCTWORK. COORDINATE SIZE WITH MECH CONTRACTOR. SIZE GUARDRAIL OPENING 2" WIDER THAN THE DUCT
NEW 42" HIGH GUARDRAILSET INTO NEW PIPESLEEVES ONTO EXG STLCHANNEL. SEE A4/A35.1FOR SIM CONDITION
4"4"
NEW STAIR AND GUARDRAIL SYSTEMPAINT P2
7' -
4"
EXG STAIRWAY (N.I.C)NEW FLOOR DRAIN- SEE PLUMBING DWGS
5' - 6"
A
C
D
E
F
G
1 2 3 4 6 7 8
B
5
CLASSROOM201
STORAGE202
ELT MEZZ203
I.T. ROOM204
201NEW 8'-0" H PLYWDWALL. PAINT P1
PAINT GYP WALLS P1
DIMINESIONS INDICATED ARE TO FACE OF FINISH
FEC-1
FEC-1
GENERAL PARTITION TYPE NOTES1. ALL GPDW TO BE MOISTURE RESISTANT GPDW.
2. ALL INTERIOR PARTITIONS TO BE 8'-0" IN HEIGHT,
3. ALL EXPOSED PLYWOOD SHEATHING TO BE EXTERIOR GRADE SOFTWOOD PLYWOOD AND SANDED SMOOTH TO THE TOUCH.
DENOTES SMOKE PARTITION (N/A)
DENOTES 1 HOUR FIRE RATED PARTITION (N/A)
SURFACE MOUNTED FIRE EXTINGUISHER CABINET. MOUNT CL BRACKET 32" AFF
FEC-1
ROOM NAME AND NUMBERROOM NAME101
201 DOOR NUMBER
BL03 BORROWED LIGHT NUMBER
213A PARTITION TAG
EXISTING WALL CONSTRUCTION
NEW PLAN LEGEND
123A
INDICATES SIZE OFSTEEL STUD0 = 7/8"1 = 1 5/8"2 = 2 1/2"3 = 3 5/8"6 = 6"8 = 8"X = EXG STL STUD WALL
INDICATES TYPE OF GYPSUM DRWALL (ON ONE SIDE OF THE STUD)0 = NO GPDW LAYER1 = TYPE 'X' GPDW2 = ABUSE RESISTANT GPDW 3 = TILE BACKER BOARD OVER EXG GPDW (WHERE APPLICABLE) .NEW TYPE 'X' GPDW ABOVE TILE LINE4 = FIRE RATED GPDW WALL ASSEMBLY5 = GPDW ON RESILIENT CHANNELS FULL HEIGHT6 = FIBERGLASS REINFORCED WALL PANEL ON NEW MOISTURE RESISTANT GPDW7 = GPDW SHAFTWALL ASSEMBLY8 = EXTERIOR GRADE PLYWOOD PANEL9 = MOISTURE RESISTANT GPDW M = MASONRY CMU
INDICATES ACOUSTICAL SOUND BATTSA = ACOUSTICAL SOUND BATTSN = NO ACOUSTICAL SOUND BATTS
BUILDING DESIGN CODES:
AMERICANS WITH DISABILITIES ACT (ADA)NFPA 101 LIFE SAFETY CODE / 2015INTERNATIONAL BUILDING CODE / 2015INTERNATIONAL EXISTING BUILDING CODE / 2015MAINE UNIFORM BUILDING and ENERGY CODE / 2015UNIFORM PLUMBING CODE / 2015INTERNATIONAL ENERGY CONSERVATION CODE / 2009INTERNATIONAL MECHANICAL CODE / 2015ASHRAE / IES STANDARD 90.1 - 2007NFPA 70 NATIONAL ELECTRIC CODE / 2015
BUILDING AREA:
ALLOWABLE (IBC) BUSINESS OCCUPANCY BASE: 23,000 SFACTUAL RENOVATION AREA: 7,165 SF
OCCUPANCY CLASSIFICATION:
NFPAEXG BUSINESS (Chapter 39)
IBCBUSINESS
CONSTRUCTION TYPE:NFPA: TYPE II (000)
IBC: TYPE IIB
NUMBER OF STORIES:
ACTUAL: 2
ALLOWABLE: 3
BUILDING HEIGHT:
ACTUAL: 23'-0"
ALLOWABLE: 55'-0"
FIRE SUPPRESSION:
BUILDING IS SPRINKLERED
OCCUPANCY LOADS: (PER PERSON)
OFFICE (BUSINESS) 100 SF GROSSCLASSROOM: 20 SF NET
FIRE ALARM:
MONITORED FIRE ALARM SYSTEM
FIRE SEPARATION
EXISTING 1 HOUR FIRE SEPARATIONAT EXIT STAIRS
MEANS OF EGRESS
EXIT ACCESS TRAVEL:IBC: 200' NFPA: 200'
CORRIDOR FIRE-RESISTIVE RATING:IBC: 1 HOUR NFPA: NO REQUIRMENT
COMMON PATH OF TRAVEL:IBC: 75' NFPA: 75'
DEAD END CORRIDOR:IBC: 20' NFPA: 50'
CODE COMPLIANCE
e1 e2 e3 e4
eA
eB
eC
eD
eA'
e5'
WALL DEMOLITION BY OWNERPRIOR TO GC STARTING WORK
D01
D02
WALL, FLOOR, FIXTURE DEMOLITION BY OWNERPRIOR TO GC STARTING WORK
INCLUDING PIPE SLEEVES WELDED TO STL FLR CHANNEL
REMOVE EXG MEAZZINE GUARDRAIL SYSTEM ABOVE
NOTE: REMOVE EXG SECOND FLOOR STORAGE ROOM DOORS AND FRAME (ABOVE) TOOTH OUT EXG CMU TO ACCPET NEW HM DOOR FRAME
EXG LOWER LEVEL DOORS TO REMAIN- TYP
REMOVE PORTION OF EXISTING CONCRETE FILLED TRENCH SYSTEM TO INSTALL NEW STEEL CLOUMN AND CONCRETE FOOTING. SEE STRUCT DWG'S FOR EXTENT
FILL
ED T
REN
CH
EXG
CO
NC
+/-
5' - 6"
+/-
5' -
0"
+/-
16' - 6" 14' - 0"
4' -
0" +
/-1'
- 0"
EXG CONCRETE FILLED TRENCH
REMOVE PORTION OF EXISTING CONCRETE FILLED TRENCH SYSTEM TO INSTALL NEW STEEL CLOUMN AND CONCRETE FOOTING. SEE STRUCT DWG'S FOR EXTENT
D01
D02
EXG STORAGE ROOMNO WORK
NO WORK
D03
D03
1. ALL DASHED LINES INDICATE EXISTING CONSTRUCTION TO BE REMOVED U.N.O.
2. COORDINATE WITH STRUCTURAL, MECHANICAL, AND ELECTRICAL DRAWINGS FOR ADDITIONAL REMOVALS. COORDINATE WITH M.E. CONTRACTOR.
3. COORDINATE WITH NEW FLOOR PLANS TO DETERMINE EXTENT OF REMOVALS IN REFERENCE TO NEW WORK.
4. FIELD VERIFY ALL CONDITIONS AND NOTIFY ARCHITECT OF ANY DEVIATION FROM THE DRAWINGS.
5. OWNER TO REMOVE ALL GYP WALLS AND TOILET ROOM (FIXTURES, CMU WALLS, FLOOR TILE AND TILE WAISCOTTING) PRIOR TO GC START.
DEMOLITION GENERAL NOTES
PAINT SCHEDULE AND GENERAL NOTESP1: PAINT ALL EXISTING AND NEW WALLS AS INDICATED.P2: PAINT ALL EXPOSED STRUCT (COL'S, BEAMS, MTL DECK) HM DOORS,
STAIR AND GUARDRAIL SYSTEMS UNLESS NOTED OTHERWISE.P3: PAINT HM FRAMES.P4: PAINT MECHANICAL, PLUMBING UTILITY ITEMS INCLUDING BUT
NOT LIMITED TO DUCTWORK, PIPING, ELEC CONDUIT.
P1: SHERWIN WILLIAMS, EIDER WHITE #7014P2: SHERWIN WILLIAMS, DORIAN GRAY #7017P3: SHERWIN WILLIAMS, GAUNTLET GRAY #7019P4: SHERWIN WILLIAMS, REPOSE GRAY #7015
Graphic Scale
AUBURN PORTLAND PORTSMOUTHBOSTON
Graphic Scale
Graphic ScaleGraphic Scale
Graphic ScaleGraphic Scale
Key Plan
Harriman Project No.
PA / PE:
Drawn By: Harriman Associatesc
Proj North
Plo
t Dat
e:
Revision DescriptionRev Date
APRIL 2, 2019
4/2/
2019
12:
43:4
7 PM
AUBURN, MAINE
18676
A10.1
MDL
MCM
DEMOLITION AND NEWFLOOR PLANS
2019
CENTRAL MAINECOMMUNITY COLLEGE
PLUMBING LAB
SCALE: 1/8" = 1'-0"A3 FIRST FLOOR PLAN
SCALE: 1/8" = 1'-0"C3 SECOND FLOOR PLANNO SCALEC1 NEW FLOOR PLAN NOTES AND LEGENDS
SCALE: 1/8" = 1'-0"A1 FIRST FLOOR DEMOLITION PLAN
DEMOLITION KEY NOTES
D01 REMOVE EXG 6" THICK CONCRETE SLAB ON GRADE ANDRE-USE SUBSOIL SYSTEM TO INSTALL NEW CONCRETEFOOTINGS AND PIER SYSTEM. COORDINATE WITHSTRUCT DWGS.
D02 REMOVE EXG LIGHT FIXTURES. SEE ELEC DWGS FORADDITIONAL INFO
D03 REMOVE EXG SUSPENDED ACT CEILING SYSTEM
CONSTRUCTION DOCUMENTS
EXG SHOP FLR289' - 8"
EXG MEZZ299' - 8"
NEW VERTICAL WHEELCHAIR LIFT AND ENCLOSURE
APPRVD MANFR
VERIFY OPENING W/
RECESS SLAB 3". VERIFY WITH APPROVED LIFT MANUFACTUER
PRIO
R T
O F
ABR
ICAT
ION
10' -
0" V
.I.F
5
EXG 1ST CLASSRM292' - 4"
EXG 2ND CLASSRM307' - 0"
EXG TOW CLASSRM319' - 8"
e1 e2 e3 e4 e5'
EXG SHOP FLR289' - 8"
EXG MECH MEZZ299' - 8"
EXG STORAGE298' - 2"
A35.1C1
EXG T.O ROOF EDGE312' - 4"
12' -
8"
10' -
0"
A25.1C6A4
A35.1 A25.1C4
2 3 4 7
CLASSROOM201
CLASSROOM201
CLASSROOM101
STORAGE103
STORAGE202
EXG CLASS115
NEW CONCRETE SEALER ON NEW CONCRETE SLAB ON GRADE
NEW CONCRETE SEALER ON NEW ELEVATED CONCRETE/ MTL DECK/ STRUCT STEEL FRAME SYSTEM
A25.1D3
eA eB eC
EXG SHOP FLR289' - 8"
EXG MECH MEZZ299' - 8"
10' -
0"
EXG T.O ROOF EDGE312' - 4"
12' -
8"
STD STL PIPE CURB RAILSEE C1/A35.1 FOR INFO
AEG8'
- 0"
FIXTURES TO BE INSTALLED BY OWNER AT LATER DATE
A25.1D1
CLASSROOM201 I.T. ROOM
204
CLASSROOM101
NEW WALLS BY GC
EXG MEZZ299' - 8"
8"
3' -
6"
REMOVABLE GUARDRAIL SECTION. SEE A5/A35.1 FOR SIM GUARDRAIL NOTES AND CONDITION
CUT C3 X 12 STEEL PERIMETER CHANNEL FLUSH WITH FLOOR LINE-GRIND SMOOTH
SEE STRUCT DWGS FOR STEEL SIZES AND CONNECTION
NOTES:1. WELD AND GRIND SMOOTH ALL JOINTS.2. PAINT ALL STEEL COMPONENTS.
3"1"
3" X 1/4" STL KICK PLATEWELDED TO REMOVABALE GUARDRAIL POSTS
STL CHANNEL BEYOND
5" TALL STL PIPE SLEEVE WELDED TO STL CHANNEL
4 1/2"
4
CONCRETE SEALER
4 1/2"
SOLID RAIL
3' - 0"2" CLR
REMOVABLE RAIL SECTIONS
8' - 4" (2) EQ. 2" CLR
SOLID RAIL SECTIONS
10'-10" +./- V.I.F.
PERIMITER CHANNEL
8' - 2" CUT STL
A4A35.1
A4A35.1
C6A25.1
A25.1D2
NEW MECH AHU
e4
EXG STORAGE298' - 2"
EXG MEZZ299' - 8"
(3) E
Q. T
REA
DS
1' -
6" +
/-
C3 X 12 STL CHANNEL STAIR STRINGER
EXG CMU WALL. PAINT P1
NEW CMU HALF BLOCK AND STL LINTEL SYSTEM.PROVIDE BACK TO BACK 4 X 3 1/2 X 5/16 (LLV) STEEL ANGLES WITH 8" BEARING ON SOLID GROUTED MASONRY UNIT
CONT SEALANT
NEW 2" HM FRAME (ALL (3) SIDES) FILLED WITH GROUTCONT SEALANT
PAINT P1
NOTE: JAMB CONDITION SIMILAR. TOOTH-OUT EXG CMU, TOOTH-IN NEW CMU INTO EXG COURSING AND GROUT SOLID
2' - 0"
TREAD
11" TYP
NEW FLUSH, HMDOOR (PAINT P2) AND FRAME (PAINT P3)
NEW 1" FLUSH FLOOR TO FLOOR EXPANSION JOINT COVER
NEW CMU TO MATCH EXG CONDTION AND COURSING. GROUT SOLID
EXG CMU WALL. PAINT P1
EXG DOOR AND FRAME TO REMAIN-PAINT (P2 DOOR, P3 FRAME)
SEE A1/A35.1 FOR SIM NOTES AND CONDITION
C8X11.5 STL CHANEELEXP ANCHORED TO FULLY GROUTED CMU W/ 3/8" DIA EXP ANCHORS @ 8" oc
SEE A5/A35.1 FOR TYP GUARD / HANDRAIL SYSTEMPAINT ENTIRE STAIR SYSTEM P2
3' -
6".
2' -
10".
1' - 0".
NEW CUSTOM BENT 20 Ga DIAMOND PLATE SILL(TURN DOWN FACE OF CMU EACH SIDE & THRU ANCHOR)
1" CLEAR
SOLID MTL RISERS
VISUALLY IMPAIRED INSERTTYP AT ALL TREADS / LANDING
NEW #5 REBAR @ 16" oc
e1 e2 e4
eA
eB
eC
eD
eD'
eA'
A
C
D
E
F
G
1 2 3 4 6 7 8
B
5
NEW ACT-1 CLG SYSTEM AT 8'-0" AFFSEE ELEC DWGS FOR NEW LIGHTINGFIXTURE PLACEMENT
NEW ACT-1 CLG SYSTEM AT 8'-0" AFF ABOVE LANDING
NEW ACT-1 CLG SYSTEM AT 8'-0" AFF
NO WORK
PAINT EXPOSED STRUCT, MTL DECK P2. TYP BOTH LEVELS
PAINT MECH DUCTWORK/ PIPING AND UTILITIES P4. TYP BOTH LEVELS
PAINT EXPOSED STRUCT P1
NO WORK
NO WORK
PAINT UNDERSIDE OF STAIR SYSTEM P2
OPEN TOABOVE
1' - 2"
1' -
6"
1"NEW SECOND FLOOR SYSTEM
NEW 1" FLUSH FLOOR TO FLOOREXPANSION JOINT COVER
EXG MECH MEZZ FLOOR
EXG EMBEDDED STL CHANNEL
EXG WALL ASSEMBLY
EXG ROOF CURB
EXG ROOF SYSTEM
NEW MECH EXHAUST DUCT
CONT SEALANT
NEW STAINLESS STL FASTENERS WITH NEOPRENE GASKETS @ 8" oc
NEW 20 GA, PRE-FIN MTL FLASHING. CLIP BOTTOM EDGE TO CONT CLEAT. LAP AND ANCHOR OUTSIDE CORNERS AND SET IN SEALANT
NEW CONCRETE SEALER
NEW CONCRETE SLAB ON GRADE- SEE STRUCT DWGS
NEW UNDER SLAB VAPOR RETARDER
RE-USE AND RE-COMPACT EXG GRANULARSOIL BENEATH REMOVED CONCRETE SLAB.RE-COMPACT TO 95% DRY DENSITY ORSUBSTITUTE WITH COMPACTED STRUCTURAL FILL
Graphic Scale
AUBURN PORTLAND PORTSMOUTHBOSTON
Graphic Scale
Graphic ScaleGraphic Scale
Graphic ScaleGraphic Scale
Key Plan
Harriman Project No.
PA / PE:
Drawn By: Harriman Associatesc
Proj North
Plo
t Dat
e:
Revision DescriptionRev Date
APRIL 2, 2019
4/2/
2019
12:
46:5
1 PM
AUBURN, MAINE
18676
A25.1
MDL
MCM
BUILDING SECTIONS,CEILING PLAN AND
DETAILS
2019
CENTRAL MAINECOMMUNITY COLLEGE
PLUMBING LAB
SCALE: 3/8" = 1'-0"A6 VERTICAL LIFT SECTIONSCALE: 1/8" = 1'-0"A1 BUILDING SECTION
SCALE: 1/8" = 1'-0"A4 BUILDING SECTION
SCALE: 1 1/2" = 1'-0"C6 REMOVABLE GUARDRAIL
SCALE: 1/4" = 1'-0"B4 LOADING DOCK RAILING ELEVATION
CONSTRUCTION DOCUMENTS
SCALE: 1" = 1'-0"C4 STORAGE ROOM DOOR AND STAIR SECTION
SCALE: 1/8" = 1'-0"B1 FIRST FLOOR CEILING PLAN
SCALE: 1 1/2" = 1'-0"D1 EXG TIE-IN DETAILSCALE: 3" = 1'-0"D2 ROOF CURB DETAIL
SCALE: 3" = 1'-0"D3 SLAB ON GRADE DETAIL
1 1/
2"
STEEL CHANNELSTAIR STRINGER
CLIP L3 X 3 X 1/4 X 3" LGWELDED TO STRINGERAND BOLTED TO SLAB
6"
11"
1" OH
1' - 0"
SEC
TIO
N
SEE 2'
- 0"
2' -
10"
3' -
6"
SEE A5/A35.1 FOR TYP GUARD / HANDRAIL INFO
RETURN AND WELD HANDRAIL BACK TO GUARDRAIL POST
NOTES:1. WELD AND GRIND SMOOTH ALL JOINTS2. PAINT ALL STEEL COMPONENTS
2' -
10"
3' -
6"
1 1/4" DIA STDSTEEL PIPE GUARDRAIL
1 1/4" DIA STDSTEEL PIPE HANDRAIL WITH STEEL BRACKET BACK TO VERTICAL POSTS
1/2" SQ STEELBALUSTERS @ 4" O.C. MAX
1 1/4" DIA STDSTEEL PIPE BOTTOM RAIL
STL CHANNEL STAIR STRINGER
NOTES:1. WELD AND GRIND SMOOTH ALL JOINTS2. PAINT ALL STEEL COMPONENTS
4"
CLR
2 1/4"
1 1/4" DIA STDSTEEL PIPE POSTS @ 48" oc MAX
STAIR TREAD
VAR
IES
SLOPING PROJECTION
1' - 0"
RETURN AND WELD HANDRAILTO GUARDRAIL POST
STAIR STRINGER
NOSING OF STAIR TREAD
CANTILEVERED GUARDRAILSYSTEM- SEE SECTION/ ELEVATION
TYP STAIR GUARD AND HANDRAIL SYSTEM
STAIR RUN
NOTES:1. WELD AND GRIND SMOOTH ALL JOINTS2. PAINT ALL STEEL COMPONENTS
e3
EXG SHOP FLR289' - 8"
CLE
ARAN
CE
7' -
6" H
EAD
RO
OM
A35.1A4
A35.1A1
A35.1A6
1' -
6"
1 1/4" STD STL PIPE CURB RAILING (PAINT P2) CENTERED UNDER BOTH STAIR STRINGERS.CORE DRILL AND SET INTO NON-SHRINK EPOXY INTO CONCRETE SLAB ON GRADE
(18)
EQ
. RIS
ERS
10' -
0" +
/- V.
I.F
EXG MEZZ299' - 8"
NEW ELEVATED CONCRETE SLAB TO ALIGN WITH EXG MEZZANINE FLOOR.V.I.F. HEIGHT PRIOR TO STAIR FABRICATION
OPP HAND
A35.1A2
A4A35.1
4"
2' - 10"4' - 0"4' - 0"
CLR3"
2' - 8"
TYP GUARDRAIL SYSTEM ALL 3 SIDES OF OPENING
4
7'-6" MIN HEADROOM CLEARANCE LINE
SEAL CONCRETE
SEAL CONCRETE
4 1/2"
4"4"
3' -
6"
SEE A5/A35.1 FOR TYP GUARDRAIL NOTES AND CONDITION
C3 X 12 STEEL PERIMETER CHANNEL
SEE STRUCT DWGS FOR STEEL SIZES AND CONNECTION
NOTES:1. WELD AND GRIND SMOOTH ALL JOINTS.2. PAINT ALL STEEL COMPONENTS.
EXG MEZZ299' - 8"
4
BROOM FINISHED CONCRETEFILLED STEELPAN TREAD
C3 X 12 STEEL CHANNELSTAIR STRINGER
VISUALLY IMPAIRED INSERT
SEC
TIO
N
SEE
11"1" OH
PERFORATED MTL RISER WITH STAGGERED HOLE PATTERN
STEEL CHANNELSUPPORT
4"
1' - 0"
2' -
10"
3' -
6"
NOTES:1. WELD AND GRIND SMOOTH ALL JOINTS2. PAINT ALL STEEL COMPONENTS
SEE A5/A35.1 FOR TYP GUARD / HANDARIL INFO
STL CHANNEL STAIR STRINGER
ELEVATED CONCRETE SLAB SYSTEM
1' - 0 3/4"
4"
RETURN AND WELD HANDRAIL BACK TO GUARDRAIL POST
NOTES:1. WELD AND GRIND SMOOTH ALL JOINTS2. PAINT ALL STEEL COMPONENTS
STEEL CHANNEL RETURN
FASCIA TO MATCHSTAIR STRINGERS AND
FLOOR PERIMETER CHANNEL
4"4"
3' -
6"
SEE STRUCT DWGSFOR FLOOR
SUPPORT STEEL
SEE A5/A35.1 FOR TYP GUARDRAIL
NOTES AND CONDITION
GUARDRAIL SYSTEM BEYOND
STL FLOOR PERMITER CHANNEL
BEYOND
HORIZ PROJECTION
1' - 0"
RETURN AND WELD
HANDRAILTO
GUARDRAIL POST
NOSING OF STAIR TREAD
STAIR RUN
NOTES:1. WELD AND GRIND SMOOTH ALL JOINTS2. PAINT ALL STEEL COMPONENTS
A4A35.1
A3A35.1
STR
GN
R
3"3"
STR
GN
R
3"
1' - 0 3/4"
A5A35.1
e2 e3
eB
FLOOR SLAB OPENING
16' - 3 1/2" 1' - 4 1/2"
FLR
SLA
B O
PEN
ING
4' -
6"6'
- 10
"
6"
STA
IR W
IDT H
3' -
6"6"
GUARDRAIL SYSTEM ON STEEL PERIMITER CHANNEL ON (3) SIDES OF OPENING
3" CLEAR BETWEEN STAIR STRINGER AND STL PERIMITER CHANNEL
EXG COLUMN EXG COLUMN
A35.1C6
DOWN
TYP GUARD / HANDRAIL SYSTEM
C
D
4
PAINT ALL STAIR COMPONENTS AND EXPOSED STEEL, INCLUDING FLOOR PERIMTER CHANNEL P2
+/- V.I.F.
10' - 1"
SEE FLOOR PLAN FOR PARTITION TYPE.
5/4 X SOLID WOOD CAP, ALL (3) SIDES OF WALL. BUTT JOINT AT HORIZ CAP. PAINT P1
NEW STL COLUMNS. VERIFY HT PRIOR TO FABRICATION. ALIGN CENTER OF COLUMN WITH CENTER OF EXG STL ROOF BEAM. PAINT P2
+/- V.I.F.
10' - 0"
24' - 0"
8' -
0"
1' - 11" 2' - 0"
A35.1E4
E2A35.1
PAINT P2
PAINT WALL P1
5/8" EXTERIOR GRADE PLYWD SHEATHING (EACH SIDE)ON 6" STL STUDS @ 16" oc-PAINT P1
5/4 X SOLID WOOD (POPLAR) CAP. W/ EASED EDGES. PAINT P1
NEW STEEL COLUMN- PAINT P2
4"
STL COLUMN BEYOND
STL ANGLE AT COLUMN BEYOND
HOLD PLYWOOD OFF FLOOR 3/8", SET ON CONT BACKER ROD AND SEALANT
EQ. EQ.
E3A35.1
5/4 X SOLID WOOD (POPLAR) CAP-PAINT
FACE OF STUD BELOW
SPLICE WOOD CAP AT COLUMN CENTERLINE
NEW 4 X 4 X 1/4 X STL COLUMN. VERIFY HT IN FIELD PRIOR TO FABRICATION
NEW 4 X 4 X 1/4 X 3" LONG STL FLOOR ANGLES (BOTH SIDES) ANCHOR TO CONC WITH 1/2" DIA EPOXY ANCHOR. WELD TO NEW STL COLUMN W/ CONT FILLET WELD ALL SIDES
6"
PLAN
SEE
FLO
OR
3/4"
EXG STEEL BEAM
NEW STEEL COLUMN
NEW 4 X 4 X 1/4" X 3" LONG STEEL CLIP ANGLES (BOTH SIDES) WELD TO EXG STEEL BEAM WITH CONT FILLET WELD ALL SIDES. PROVIDE SLOTTED CONNECTION TO NEW STL COLUMN W/ 3/8" DIA THRU BOLT WITH LARGE SURFACE WASHERS
4"
3"
Graphic Scale
AUBURN PORTLAND PORTSMOUTHBOSTON
Graphic Scale
Graphic ScaleGraphic Scale
Graphic ScaleGraphic Scale
Key Plan
Harriman Project No.
PA / PE:
Drawn By: Harriman Associatesc
Proj North
Plo
t Dat
e:
Revision DescriptionRev Date
APRIL 2, 2019
4/2/
2019
12:
45:3
4 PM
AUBURN, MAINE
18676
A35.1
MDL
MCM
STAIR SECTIONS ANDDETAILS
2019
CENTRAL MAINECOMMUNITY COLLEGE
PLUMBING LAB
SCALE: 1 1/2" = 1'-0"A1 BOTTOM OF STAIR FLIGHTSCALE: 1 1/2" = 1'-0"A5 TYP GUARD / HANDRAIL SECTION
SCALE: 1 1/2" = 1'-0"B6 PLAN DETAIL AT BOTTOM OF STAIR
SCALE: 1/2" = 1'-0"C1 ENALRGED STAIR SECTION
SCALE: 1 1/2" = 1'-0"A4 GUARDRAIL AT FLOORSCALE: 1 1/2" = 1'-0"A6 STAIR TYP TREAD
SCALE: 1 1/2" = 1'-0"A2 TOP OF STAIR FLIGHTSCALE: 1 1/2" = 1'-0"A3 STAIR RETURN AT FLOOR
SCALE: 1 1/2" = 1'-0"C6 PLAN DETAIL AT TOP OF STAIR
GUARDRAIL POST
SCALE: 1/2" = 1'-0"C3 ENLARGED STAIR PLAN- UPPER LEVEL
SCALE: 1/4" = 1'-0"E1 HEAT PUMP WALLSCALE: 1 1/2" = 1'-0"E2 SECTION DETAIL AT NEW COLUMN
SCALE: 1 1/2" = 1'-0"E3 PLAN DETAIL AT NEW COLUMNSCALE: 1 1/2" = 1'-0"E4 SECTION DETAIL AT NEW COLUMN
CONSTRUCTION DOCUMENTS
UP
e1 e2 e3 e4
eA
eB
eC
25'-0" +/- 25'-0" +/- 25'-0" +/-
24'-0
" +/-
24'-0
" +/-
A
C
D
E
F
G
1 2 3 4 6 7 8
B
5
F4 [-4'-6"]
F35 [-4'-6"]F35 [-4'-6"]
F4 [-2'-8"]
F4 [-2'-10"]
F4 [-2'-3"]F3 [-4'-6"]
F4 [-4'-6"]F4 [-4'-6"]F3 [-4'-6"]
F3 [-4'-6"] F3 [-1'-0"]
F4 [-1'-0"] F4 [-1'-0"]
F4 [-4'-6"]
F4.5 [-1'-0"]F4.5 [-1'-0"]
EXIST. FOOTING EXIST. FOOTING
4'-10"
4'-1
0"
9'-10" 15'-6" 20'-8" 9'-2 5/8" 9'-0 7/8" 3'-2 1/2" 2'-5 1/2"
3'-4"
3'-6
"10
'-9"
5'-1
1"7'
-10"
8'-4
"5'
-8"
10"
EXIST. COL. EXIST. COL.
EXIST.FOUNDATION WALL & FOOTING
6" THICK CONCRETE SLAB W/ 6 x 6 x W2.9x W2.9 W.W.F. TOP OF SLAB ELEVATION (+0'-0")
P2
P2P2
P1
P1
P2
P2
P1P1P2P2P1
P2
F24[-4'-6"]
F24[-4'-6"]
EXIST. TRENCH WALLS
EXIST. TRENCH WALL
EXIST. TRENCH WALL
P1
FOUNDATION PLAN NOTES:
1. TOP OF CONCRETE ELEVATION IS REFERENCED (+/-) FROM FINISH FLOOR ELEVATION 0'-0" (+0'-0").
2. SEE ADDITIONAL APPLICABLE FOUNDATION NOTES ON DRAWING S50.1.
3. [-X'-X"] INDICATES TOP OF FOOTING ELEVATION.
4. PX INDICATES REINFORCED CONCRETE PIER.(SEE SCHEDULE)
5. FX INDICATES REINFORCED CONCRETESPREAD FOOTING (SEE SCHEDULE)
6. PIERS AND SPREAD FOOTINGS ARE CENTERED ON COLUMNS, UNLESS NOTED OTHERWISE.
7. SEE ARCHITECTURAL DRAWINGS FOR LOCATIONS AND DIMENSIONS OF ALL DEPRESSED SLABS. VERIFY DEPRESSED SLAB ELEVATION WITH ACTUAL FLOORING PRODUCT TO BE INSTALLED.
8. SECTIONS AND DETAILS SHOWN ON STRUCTURALDRAWINGS SHALL BE CONSIDERED TYPICAL FORSIMILAR FOUNDATION CONDITIONS NOTSPECIFICALLY REFERENCED.
9. +/- DIMENSIONS SHALL BE CONSIDEREDAPPROXIMATE AND SHALL BE VERIFIED BYG.C. BEFORE PROCEEDING WITH WORK.
10. TOP OF PIER ELEVATION = (-1'-0")
11. REFER TO ARCH. DEMO PLANS FOR SLAB &TRENCH WALL REMOVAL.
Graphic Scale
AUBURN PORTLAND PORTSMOUTHBOSTON
Graphic Scale
Graphic ScaleGraphic Scale
Graphic ScaleGraphic Scale
Key Plan
Harriman Project No.
PA / PE:
Drawn By: Harriman Associatesc
Proj North
Plo
t Dat
e:
Revision DescriptionRev Date
APRIL 2, 2019
4/2/
2019
4:1
3:46
PM
AUBURN, MAINE
18676
S10.1
JCF
DRC
FOUNDATION PLAN
2019
CENTRAL MAINECOMMUNITY COLLEGE
PLUMBING LAB
SCALE: 1/4" = 1'-0"A1 FOUNDATION PLAN
CONSTRUCTION DOCUMENTS
FOOTING SCHEDULEFOOTING MARK LENGTH WIDTH THICKNESS REINFORCING (BOTTOM)
F3 3'-0" 3'-0" 1'-0" (3) #4 (EACH WAY)F4 4'-0" 4'-0" 1'-0" (5) #4 (EACH WAY)
F4.5 4'-6" 4'-6" 1'-0" (5) #5 (EACH WAY)F24 2'-6" 3'-8" 1'-0" (4) #4 SHORT & (3) #4 LONGF35 3'-0" 5'-4" 1'-0" (4) #5 SHORT & (3) #4 LONG
PIER SCHEDULEPIER MARK LENGTH WIDTH VERTICAL REINFORCING BENT TIES
P1 15" 15" (4) #5 (3) #4 AT 3" (TOP); #4 AT 12"P2 18" 18" (4) #6 (3) #4 AT 3" (TOP); #4 AT 12"
e1 e2 e3 e4
eA
eB
eC
A
C
D
E
F
G
1 2 3 4 6 7 8
B
W12X19 (12)
W12X19 (12)
W12X19 (12)
W12
X65
(10)
W12X19 (12)
W12
X16
W12X19 (12)
W12X16 W12X16 (10)
W12
X22
(15)
W12X16 (10)
W12X16 (10)
W12X16 (10)
W12X16 (10)
W12X16 (10)
W12X16 (10)
W12X26 (8)
W12
X30
(16)
W12
X30
(16)
W12
X26
(16)
W12X65 (12)
W12X16 (10)
W12X16 (10)
W12X16 (10)
W12X16 (10)
W12X16 (10)
W12X16 (10)
W12X16 (10)
W12X16 (10)
W12X16 (10)
W12X16 (10)
W12X16 (10)
W12X65 (12)
W12X26 (8)
W12
X30
(16)
W12X16 (8)
W12X19 (12)
W12X16 (10)
W12X16 (10)
W12X16 (10)
W12X16 (10)
W12X16 (10)
W12X16 (10)
W12X16 (10)
W12X16 (10)
W12X16 (10)
W12X26 (10)
W12X16 (10)
W12
X16
W12X16
W12X16
W12X16
W12
X16
W12X19 (12)
W12X16 (10)
W8X10
W8X10
W8X10
W8X10
W12
X16
W12
X16
W12X16 (10) W12X16 (10) W12X16 (10)
W8X10
W8X10
W8X10
W8X10
W8X10
W8X10
W12
X16
W12
X22
(15)
W12
X22
(16)
W12
X35
W12
X65
(10)
W12
X16
(10)
W12
X22
W12
X22
W12
X16
W8X10
W12
X16
W12X16 (8)
W8X10
W12X16
W12X16
W12
X16
W12
X16
W12X16
W12X26 (30)W12X16
42'-0
"
69'-11 1/2"
9'-10" 15'-6" 20'-8" 9'-2 5/8" 9'-0 7/8" 3'-2 1/2" 2'-5 1/2"
5
OPEN TO BELOW
OPEN FOR NEW LIFT
EXIST. COL. EXIST. COL.
EXIST. MEZZ.
3'-6
"10
'-9"
5'-1
1"7'
-10"
8'-4
"5'
-8"
MOMENT FRAME
MO
MEN
T FR
AME
MOMENT FRAME
MO
MEN
T FR
AME
AT EXIST. COL. INSTALL L2x2x3/16 ANGLES ALONG PERIMETER TO SUPPORT NEW FLOOR DECK (TYP.)
OPEN FOR STAIRS
S1
7" +
/- E.
O.D
.
3" E
.O.D
.
7" +
/- E.
O.D
.
3" E
.O.D
.
7" +
/- E.
O.D
.
3" E.O
.D.
3" E.O.D.
3" E.O.D.
3" E
.O.D
.
4 1/
4" E
.O.D
.
2 3/
4" E
.O.D
.
4 1/2" E.O.D.
4 1/
2" E
.O.D
.
3" E.O.D.
7" E.O.D.
3" E.O.D.
3" E
.O.D
.
4 EQ
UAL
SPA
CES
2 EQ
UAL
SPA
CES
4 EQ
UAL
SPA
CES
5'-5
"
3'-7 1/2"
W8X
10
2'-0
" +/-
1'-7"
+/-
3'-10" +/-
2'-0
3/4
" +/-
2'-0" +/-
A3S50.1
A4S50.1
A4S50.1
W8X10
5'-2
1/4
"
D2S50.1
TYP.
HSS 3 1/2 x 3 1/2 x 1/4 W/ 3/4" x 4" x 10" BASE PLATE TYPE B W/ (2) 3/4" DIA. 3" EMBED. HILTI HIT HY 200 ADHESIVE ANCHORS (3 LOCATIONS)
7'-1 1/8" 10'-0 7/8" 10'-0 1/4"3 1/
2"
A4S50.1
A3S50.1
A3S50.1
A3S50.1
A4S50.1
A3S50.1
3'-5 5/8"
3'-4"
10"
W8X10
W8X10
5 3/
4"
S1
4 1/
2" E
.O.D
.
4 1/2" E.O.D. 4 1/
2" E
.O.D
.
6" E.O.D.
6" E
.O.D
.
6" E.O.D.
W8X10
2 EQ
UAL
SPA
CES
4 1/2" E.O.D.
W8X10
D2S50.1
TYP.
TYP.
FRAMING PLAN NOTES:
1. TOP OF STEEL ELEVATION IS REFERENCED (+/-) FROM FINISH FLOOR ELEVATION +9'-09".
2. SEE ADDITIONAL APPLICABLE FRAMING NOTES ON DRAWING S50.1.
3. INDICATES SPAN OF 5" CONCRETESLAB ON 2.0 VLI - 18 GA. FORM DECK (GALV.)
4. [XX] INDICATES NUMBER OF 5/8" DIA. x 4" LONGWELDED SHEAR STUDS.
5. INDICATES MOMENT FRAME.SEE TYPCIAL DETAIL ON S50.1.
6. +/- DIMENSIONS SHALL BE CONSIDEREDAPPROXIMATE AND SHALL BE VERIFIED BYG.C. BEFORE PROCEEDING WITH WORK.
S1
e1 e2 e3 e4
eB
eC
A
C
D
E
1 2 3 4 6 7 8
B
5
E W24X68E W24X68 E W24X68
E W
16X2
6
E W
16X2
6
E W
16X2
6
E W
16X2
6
E W
16X2
6
E W
16X2
6
E W
16X2
6
E W
16X2
6
E W
16X2
6
E W
16X2
6
E W
16X2
6
E W
16X2
6
E W
16X2
6
E W
16X2
6
E W
16X2
6
E W
16X2
6
E W
16X2
6
E W
16X2
6
E W
16X2
6
E W
16X2
6
E W
16X2
6
E W
16X2
6
E W
16X2
6
E W
16X2
6
E W
16X2
6
E W
16X2
6
E W
16X2
6
E W
16X2
6
E W24X62E W24X62
69'-11 1/2"
9'-10" 15'-6" 20'-8" 18'-3 1/2" 3'-2 1/2" 2'-5 1/2"
3'-6
"10
'-9"
5'-1
1"7'
-10"
B4S50.1
TYP.
HSS POST BELOW (TYP. 3 LOCATION)
TYPE "A"
1 1/2"1 1/2"
1 1/
2"1
1/2"
STEEL COLUMN(SEE SCHEDULE)
ANCHOR BOLTS(SEE SCHEDULE)
EQEQ
EQ EQ
Graphic Scale
AUBURN PORTLAND PORTSMOUTHBOSTON
Graphic Scale
Graphic ScaleGraphic Scale
Graphic ScaleGraphic Scale
Key Plan
Harriman Project No.
PA / PE:
Drawn By: Harriman Associatesc
Proj North
Plo
t Dat
e:
Revision DescriptionRev Date
APRIL 2, 2019
4/2/
2019
4:1
4:02
PM
AUBURN, MAINE
18676
S20.1
JCF
DRC
FIRST FLOOR FRAMINGPLAN
2019
CENTRAL MAINECOMMUNITY COLLEGE
PLUMBING LAB
CONSTRUCTION DOCUMENTS
SCALE: 1/4" = 1'-0"A1 SECOND FLOOR FRAMING PLAN
STEEL COLUMN SCHEDULELOCATION TYPE BASE PLATE
A-2 HSS4X4X1/4 BP1A-3 W8X48 BP2A-4 W8X48 BP2A-5 HSS4X4X1/4 BP1B-7 HSS6X6X1/4 BP1C-3 HSS5X5X1/4 BP1C-4 HSS5X5X1/4 BP1C-7 W8X48 BP2D-1 HSS4X4X1/4 BP1D-2 HSS4X4X1/4 BP1E-1 W8X48 BP2E-3 HSS6X6X1/4 BP1E-4 HSS5X5X1/4 BP1E-7 W8X48 BP2F-8 HSS4X4X1/4 BP1G-1 W8X48 BP2G-3 W8X48 BP2G-4 W8X48 BP2G-6 HSS4X4X1/4 BP1
BASE PLATE SCHEDULEMARK DEPTH WIDTH THICKNESS ANCHORS EMBEDMENT PLATE TYPE
BP1 1'-0" 1'-0" 3/4" (4) 3/4" DIA. F1554 (GR.36) 9" ABP2 1'-3" 1'-3" 3/4" (4) 3/4" DIA. F1554 (GR.36) 9" A
SCALE: 1/4" = 1'-0"C1 PARTIAL ROOF FRAMING PLAN
SOIL BEARING
1. WALL AND COLUMN FOOTINGS DESIGNED FOR AN ASSUMEDSOIL BEARING OF 3000 PSF.
2. IF ADEQUATE SOIL BEARING IS NOT ENCOUNTERED AT THEINDICATED BOTTOM OF FOOTING LOCATION, CONTRACTOR IS TOREPORT TO THE STRUCTURAL ENGINEER BEFORE PROCEEDING WITHFOOTING PLACEMENT.
3. ALL EXCAVATIONS FOR THE FOUNDATION SHALL BE APPROVED BYTHE GEOTECHNICAL ENGINEER BEFORE PLACING ANY CONCRETE FOOTINGS. COORDINATE INSPECTION W/ CONSTRUCTION DOCUMENTS AND SPECIAL INSPECTION REQUIREMENTS.
CONCRETE
1. STRENGTH OF CONCRETE AT 28 DAYS SHALL BE:FOOTINGS - 4500 PSIINTERIOR SLABS - 3000 PSI
2. TOP OF ALL FOOTINGS TO BE MIN. 8" BELOW BOTTOM OF FLOORSLAB UNLESS NOTED OTHERWISE.
3. BOTTOM OF ALL FOOTINGS TO BE ON ADEQUATE SOIL BEARING.4. SEE ARCHITECTURAL AND MECHANICAL DRAWINGS AND
SPECIFICATIONS FOR SIZE AND LOCATION OF DOOR FRAMES,THRESHOLDS, ETC., AND CONCRETE PADS, PIERS, PIPE SLEEVES, ETC.
CONCRETE REINFORCING
1. ALL REINFORCING STEEL TO BE ASTM-A615 GRADE 60, DETAILED ANDFABRICATED IN ACCORDANCE WITH THE "ACI MANUAL OF STANDARDPRACTICE" (ACI-315-LATEST).
2. REINFORCEMENT TO HAVE MIN. CONCRETE COVER AS FOLLOWS:A. CONCRETE DEPOSITED AGAINST GROUND, INCLUDING
FOOTINGS - 3"B. CONCRETE EXPOSED TO EARTH OR WEATHER,
INCLUDING WALKS, PIERS, WALLS, COLUMNS, ANDEXTERIOR SLABS - 1 1/2" (#5 OR SMALLER) AND 2" (#6 OR LARGER)
C. CONCRETE NOT EXPOSED TO WEATHER OR INCONTACT WITH GROUND:I. SLABS, WALLS, AND JOISTS - 3/4"II. BEAMS AND COLUMNS, TIES, STIRRUPS,
REINFORCEMENT - 1 1/2"3. ALL ITEMS THAT ARE TO BE EMBEDDED INTO CONCRETE SHALL BE SECURED
IN PLACE PRIOR TO THE CONCRETE PLACEMENT. UTILIZE ADDITIONALREINFORCEMENT, TEMPLATES, OR OTHER APPROVED METHODS TO SECURELYPLACE ALL EMBEDMENTS AT PROPER LOCATIONS. "WET-SETTING" OF ANYEMBEDMENTS INTO PLASTIC CONCRETE IS NOT ALLOWED. EMBEDMENTSINCLUDE, BUT ARE NOT LIMITED TO, ANCHOR RODS, REBAR REINFORCEMENTS,DOWELS, ANGLES, PLATES, ANCHOR INSERTS, SLEEVES, AND SHELF BULKHEADS.
4. INSTALLATION AND SECURE PLACEMENT OF CONCRETE REINFORCEMENT SHALLBE INSPECTED BY AN INDEPENDANT TESTING AGENCY IN ACCORDANCE WITHTHE REQUIREMENTS OF THIS PROJECT, INCLUDING THE STATEMENT OFSPECIAL INSPECTIONS. CONCRETE REINFORCEMENT SHALL BE PLACED ANDSECURED WITHIN FORMS A MINIMUM OF 24 HOURS PRIOR TO THE SCHEDULEDCONCRETE PLACEMENT TO CONDUCT THE INSPECTION.
CONCRETE SLAB-ON-GROUND
VAPOR RETARDER
6" OF CRUSHED STONE
COMPACTED STRUCTURAL FILL
6"
CONCRETESLAB-ON-GROUND
COLUMN (SEE SCHEDULE)
BASE PLATE (SEE SCHEDULE)
3/4" NON-SHRINK GROUTAND 1/4" LEVELING PLATE(U.N.O. AT SHEAR LUG LOCATIONS)
FOOTING REINFORCINGEACH WAY
(SEE FOOTING SCHEDULE)
3" C
LEAR
SEE FOUNDATION PLANFOR TOP OF FOOTING
ELEVATIONS
HEADED ANCHOR RODS(SEE BASE PLATE SCHEDULE)
SCH
EDU
LESE
E BA
SE P
LATE
FILL CONCRETE BONDOUTMIN. 24 HRS AFTERSLAB PLACEMENT
PLATE WASERS:PL 2"x2"x1/4" AT 3/4" DIA. ANCHOR RODS(WELD WASHERS AT MOMENT FRAMES ONLY)ISOLATION JOINT (TYP.)
EXISTING CONCRETESLAB-ON-GROUND
CONCRETESLAB-ON-GROUND4"
3/8" DIA. x 16" LONGSMOOTH GREASED DOWELS
AT 24" O.C. EPOXY EMBED.INTO EXISTING SLAB
COLUMN (SEE SCHEDULE)
BASE PLATE (SEE SCHEDULE)
DOWELS TO MATCHVERTICAL PIER REINFORCINGSPLICE MIN. 24 BAR DIA.
PIER REINFORCING(SEE SCHEDULE)
FOOTING REINFORCINGEACH WAY(SEE FOOTING SCHEDULE)
SEE FOUNDATION PLANFOR TOP OF FOOTINGELEVATIONS
HEADED ANCHOR RODS(SEE BASE PLATE SCHEDULE)
2"3"
3"PIER
SC
HED
ULE
TIE
SPAC
ING
PER
1/2"
TIE
SPA
CIN
G
#4 TIES(SEE PIER SCHEDULE)
(U.N
.O.)
9"
3/4" NON-SHRINK GROUTAND 1/4" LEVELING PLATE(U.N.O. AT SHEAR LUG LOCATIONS)
PLATE WASERS:PL 2"x2"x1/4" AT 3/4" DIA. ANCHOR RODS(WASHERS AT MOMENT FRAMES ONLY)
(2) #4 BARS IN SLABEXTEND 1'-0"
BEYOND EACH CORNER
SLAB JOINT
1'-0"
1'-0"
CONT. #4
11
CONCRETESLAB-ON-GROUND
(SEE PLAN)
t
t
CONCRETESLAB-ON-GROUND(SEE PLAN)
4"
COORD. ALL SLAB DEPRESSIONSW/ ARCH'L DRAWINGS AND ACTUALFLOORING PRODUCT TO BE INSTALLED
STRUCTURAL STEEL
1. STRUCTURAL STEEL SHALL BE ASTM A992, GR. 50 (Fy=50 KSI). EXCEPTSTRUCTURAL TUBING TO BE Fy=46 KSI, UNLESS NOTED OTHERWISE.
2. CONTRACTOR SHALL APPLY TWO BRUSH COATS OF ASPHALT TO COLUMNS ANDBASE PLATES EXPOSED TO FILL AFTER COLUMN IS IN PLACE.
3. VERIFY WITH MECHANICAL DRAWINGS FOR LOCATION OF DUCTS, PIPING, ETC.THROUGH FLOOR CONSTRUCTION BEFORE SPACING JOISTS.
4. ALL STEEL CONNECTIONS NOT SPECIFICALLY DETAILED ON THE STRUCTURALDRAWINGS SHALL BE EVALUATED BY A PROFESSIONAL ENGINEER HIRED BY THESTEEL FABRICATOR. COMPLETE CONNECTION DESIGN CALCULATIONS SHALL BESUBMITTED FOR ALL MEMBER CONNECTIONS ASSOCIATED WITH THE LATERALFORCE RESISTING SYSTEM (MOMENT FRAMES, ETC.). ALL GRAVITY LOADCONNECTIONS SHOWN ON THE SHOP DRAWING SUBMITTAL SHALL BE EVALUATEDBY THE FABRICATOR’S ENGINEER, BUT CALCULATIONS SHALL NOT BE SUBMITTEDFOR REVIEW. GRAVITY LOAD CONNECTIONS SHALL BE DESIGNED FOR THE FULLUNIFORM LOAD CAPACITY OF THE BEAM FOR NON-COMPOSITE CONSTRUCTION,AND 1.5 TIMES THE FULL UNIFORM LOAD CAPACITY FOR COMPOSITECONSTRUCTION. STEEL FABRICATOR’S ENGINEER SHALL INCLUDE A STAMPEDLETTER CERTIFYING THAT ALL DETAILED GRAVITY CONNECTIONS SHOWN IN THE SHOP DRAWING SUBMITTAL HAVE BEEN REVIEWED AND ARE ADEQUATE TO SUPPORT THE SPECIFIED LOADS. THE CONNECTION DESIGN PACKAGE, STAMPEDBY THE PROFESSIONAL ENGINEER, SHALL BE FORWARDED TO HARRIMAN PRIOR TO OR WITH THE STRUCTURAL STEEL SHOP DRAWINGS FOR REVIEW. SHOP DRAWINGSWILL NOT BE REVIEWED WITHOUT RECEIPT OF ALL SUPPORTING CONNECTIONDESIGN INFORMATION. SIMPLE SHEAR BEAM CONNECTIONS SHALL BE DESIGNEDFOR THE FULL UNIFORM LOAD CAPACITY OF THE BEAM (1/2 UDL METHOD).
5. ALL STAIR STRUCTURES SHALL BE DESIGNED BY A SPECIALY ENGINEER HIREDBY THE FABRICATOR. ALL DESIGNS SHALL MEET THE REQUIREMENTS OF THE2015 INTERNATIONAL BUILDING CODE (IBC). STAIRS AND LANDINGS SHALL BEDESIGNED FOR 100 PSF LIVE LOAD. COORDINATE ALL DETAILS WITH THEARCHITECTURAL DRAWINGS, AND SUBMIT COMPLTE FABRICATION DRAWINGSWITH ALL NECESSARY SUPPORTING ENGINEERING CALCULATIONS FOR REVIEW.DRAWINGS AND CALCULATIONS SHALL BE STAMPED BY A PROFESSIONALENGINEER LICENSED IN THE STATE OF THE PROJECT.
STEEL DECK
1. COMPOSITE FLOOR DECK SHALL BE 1 1/2" - 20 GAUGE (GALV. G60)FASTENING PATTERN:
DECK ATTACHMENT - 5/8" PUDDLE WELDS OR APPROVED MECHANICALFASTENERS.
PATTERN - AT SUPPORTS, MAX. 12" O.C.SIDELAP - #10 TEK SCREWS AT 24" MAX.
MISCELLANEOUS
1. CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND EXISTING CONDITIONSBEFORE PROCEEDING WITH THE WORK.
2. CONTRACTOR SHALL REPORT ANY VARIATIONS FOUND AT THE SITE BEFOREPROCEEDING WITH THAT PART OF THE WORK.
DESIGN INFORMATION
DESIGN CODE = 2015 IBC AND ASCE 7-10
LIVE LOADS:DESIGN LIVE LOAD = 150 PSF
SEISMIC LOAD:SITE CLASS = D (ASSUMED, PER ASCE 7-10 SECT. 11.4.2)Ie = 1.0Ss = 0.251; S1 = 0.082Sds = 0.268; Sd1 = 0.131SEISMIC DESIGN CATEGORY = BS.F.R. SYSTEM = STEEL SYSTEMS NOT SPECIFICALLY DETAILED FOR SEISMIC RESISTANCEANALYSIS PROCEDURE - EQUIVALENT LATERAL FORCER = 3.0BASE SHEAR (V) = 0.09W
COMPOSITE FORM DECK
SHEAR STUDCOVER PLATE(IF REQUIRED)
STEEL BEAM
STEEL BEAMSTEEL BEAM
COVER PLATE (IF REQUIRED)
SDI STANDARD END CLOSURE
SHEAR STUD
SDI POUR STOPOR ANGLE/BENT PLATE
SHEAR STUD
SDI POUR STOPOR ANGLE/BENT PLATE
1/2" MIN.3" MAX.
E.O.S.E.O.S.
ROOF OR FLOOROPENING
ROOF OR FLOORFRAMING
L4x4x5/16, TYP.(4 SIDES)
L5x5x5/16 CLIPS
L4x4x5/16, TYP.(4 SIDES)
NOTES:
1. PROVIDE AT ALL OPENINGS LARGER THAN 12". LOCATIONS ARE NOT ALL IDENTIFIEDON THE PLANS AND SHALL BE COORDINATED BY THE CONTRACTOR FOLLOWINGINSTRUCTIONS PROVIDED BELOW.
2. FOR OPENINGS UP TO 6" - NO REINFORCING REQUIRED.3. FOR OPENINGS FROM 6" TO 12" - USE 24"x24" 16 GA. COVER PLATE
SCREWED TO DECK WITH #10 TEK SCREWS AT 8" O.C. (MAX.) ALL AROUND.4. ALL FRAME CONNECTIONS TO BE WELDED.5. COORDINATE SIZE AND LOCATION OF ALL OPENINGS WITH M,E, AND P TRADES.
STEEL JOIST(SIM. AT W BEAM)
W-COLUMN(HSS SIM)
FITTED STIFF. PLATE EA.SIDE. MATCH FLANGETHICKNESS (TYP.)(OMIT AT HSS COLUMN)
W-BEAM
5/163 SIDES
TYP.
TYP. TOP &BOT.
CONNECTION SHALL BE DESIGNEDFOR FULL MOMENT CAPACITY OF BEAM.
PROVIDE DOUBLER PLATES AS NECESSARY.
HSS COLUMN(SEE PLAN)
3/4" x 12" x BEAM FLANGE WIDTH CAP PLATE W/ (4) 3/4" DIA. THROUGH BOLTS AT BEAM GAUGE.
W BEAM(SEE PLAN)
3/8" FULLY WELDEDSTIFFENER PLATEBOTH SIDES OF BEAM WEB
CONCRETE SLABON STEEL DECK
SDI POUR STOP
SEE PLAN FORBEAM SIZE
VARIES (SEE PLAN)
2"3
1/2"
2"1
1/2"
BEAM (SEE PLAN)
HSS (SEE PLAN)
3/8"x9"x5" (TYP. EACH SIDE OF HSS) W/(2) - LONG SLOTTED HOLES FOR (2) 3/4" DIA. ASTM A325 THROUGH BOLTS. LOCATE BOLTS AT BOTTOM OF SLOTTED HOLES.
3/16
3/16
CONCRETE SLABON STEEL DECK
BENT PLATE 3/8" x 5" x VARIES (SEE E.O.D. ON PLAN)
SEE PLAN FORBEAM SIZE
VARIES (SEE PLAN)
Graphic Scale
AUBURN PORTLAND PORTSMOUTHBOSTON
Graphic Scale
Graphic ScaleGraphic Scale
Graphic ScaleGraphic Scale
Key Plan
Harriman Project No.
PA / PE:
Drawn By: Harriman Associatesc
Proj North
Plo
t Dat
e:
Revision DescriptionRev Date
APRIL 2, 2019
4/2/
2019
4:1
4:14
PM
AUBURN, MAINE
18676
S50.1
JCF
DRC
TYPICAL NOTES ANDDETAILS
2019
CENTRAL MAINECOMMUNITY COLLEGE
PLUMBING LAB
CONSTRUCTION DOCUMENTS
SCALE: 3/4" = 1'-0"B2 GRAVEL SUB-BASE DETAIL
SCALE: 3/4" = 1'-0"A1 TYP. INTERIOR COLUMN FOOTING DETAIL
SCALE: 1 1/2" = 1'-0"B1 TYP. NEW TO EXISTING SLAB SECTION
SCALE: 3/4" = 1'-0"A2 TYP. PIER AND FOOTING DETAIL
SCALE: 1 1/2" = 1'-0"B3 TYP. REENTRANT SLAB JOINT DETAIL
SCALE: 1/2" = 1'-0"C2 TYP. DEPRESSED SLAB DETAILSCALE: 3/4" = 1'-0"C3 COMPOSITE DECK DETAILS
SCALE: 3/4" = 1'-0"D1 TYP. FRAME AT ROOF OR FLOOR OPENING
SCALE: 3/4" = 1'-0"C1 MOMENT CONN. DETAIL
SCALE: 1 1/2" = 1'-0"D2 TYP. SECTION AT BEAM ABOVE COLUMN
SCALE: 1 1/2" = 1'-0"A3 TYP. SECTION AT SLAB EDGE (POUR STOP)
SCALE: 1 1/2" = 1'-0"B4 SECTION
SCALE: 1 1/2" = 1'-0"A4 TYP. SECTION AT SLAB EDGE (BENT PLATE)
VENT PIPING ABOVE FINISHED FLOORV
CA
EXISTING SANITARY PIPING ABOVE FINISHED FLOOR
EXISTING PIPING BELOW FINISHED FLOOR TO BE REMOVED
SANITARY PIPING BELOW FINISHED FLOOR
LEGEND
CHECK VALVE
VTR VENT THROUGH ROOF
SHUT-OFF VALVE
CAP
DN DOWN
AFF ABOVE FINISHED FLOOR
BFF BELOW FINISHED FLOOR
TYP. TYPICAL
THERMOMETER
FD-X FLOOR DRAIN
SI-X SOLIDS INTERCEPTOR
TP-X TRAP PRIMER
FCO-X FLOOR CLEANOUT
EXISTING PIPING ABOVE FINISHED FLOOR TO BE REMOVED
SANITARY PIPING ABOVE FINISHED FLOORS
XS
EXISTING VENT PIPING ABOVE FINISHED FLOORXV
EXISTING STORM DRAIN PIPING ABOVE FINISHED FLOORXSD
STORM DRAIN PIPING ABOVE FINISHED FLOORSD
COLD WATER PIPING ABOVE FINISHED FLOORCW
EXISTING COLD WATER PIPING ABOVE FINISHED FLOORXCW
EXISTING HOT WATER PIPING ABOVE FINISHED FLOORXHW
HOT WATER PIPING ABOVE FINISHED FLOORHW
EXISTING GAS PIPING ABOVE FINISHED FLOORXG
GAS PIPING ABOVE FINISHED FLOORG
COMPRESSED AIR PIPING ABOVE FINISHED FLOOR
EXISTING COMPRESSED AIR PIPING ABOVE FINISHED FLOORXCA
EXISTING HOT WATER RETURN PIPING ABOVE FINISHED FLOORXHWR
HOT WATER RETURN PIPING ABOVE FINISHED FLOORHWR
VENT PIPING BELOW FINISHED FLOOR
EXISTING SANITARY PIPING BELOW FINISHED FLOOR
EXISTING VENT PIPING BELOW FINISHED FLOOR
EXISTING STORM DRAIN PIPING BELOW FINISHED FLOOR
STORM DRAIN PIPING BELOW FINISHED FLOOR
S
V
XS
XV
XSD
SD
HOT WATER HOSE BIBB
FREEZE PROOF WALL HYDRANT
FLOOR CLEANOUT
FLOOR DRAIN
PIPE DROP
PIPE RISE
ROOF DRAIN
WCO WALL CLEANOUT
CO CLEANOUT
CLEAOUT
UNION
BACKFLOW PREVENTER
SINGLE HORIZONTAL ADJUSTABLE CARRIER
W WASTE
CW COLD WATER
HW HOT WATER
HWR HOT WATER RETURN
S SANITARY
V VENT
CONNECT NEW TO EXISTING
PIPE TEE
SHUT-OFF VALVE WITH THREADED HOSE END
INV. EL INVERT ELEVATION
N.C NORMALLY CLOSED
N.O NORMALLY OPEN
ROOF
GAS REGULATOR
AGA RATED BALL VALVE
1-1/2" GAS
MIRO MODEL 4 RAH-12 ADJUSTABLE PIPING SUPPORT
10'-0" MAXIMUM
GAS VENT WITH 90° ELBOW
3" GAS
TRAP PRIMER INRECESSED BOX
1/2" TUBING IN WALL DNTO FLOOR DRAINS
FLOOR DRAIN, TYP.
CAP UNUSED PORTS AS REQUIRED
48"
FINISHED FLOOR
SECURE FLANGES TO WALL STUDS
RECESSED TRAP PRIMERS SHALL HAVE A HINGED DOOR FOR ACCESSABILITY
CONNECT TRAP PRIMER TUBING TO FLOOR DRAIN
(TYP)
1/2" CW DN IN WALL.
TRAP PRIMER SHALL HAVE A COPPER MANIFOLD WITH NO INDIRECT CONNECTIONS OR DISTRIBUTION BOXES
Graphic Scale
AUBURN PORTLAND PORTSMOUTHBOSTON
Graphic Scale
Graphic ScaleGraphic Scale
Graphic ScaleGraphic Scale
Harriman Project No.
PA / PE:
Drawn By: Harriman Associatesc
Proj North
Plo
t Dat
e:
Revision DescriptionRev Date
APRIL 2, 2019
4/2/
2019
1:2
8:33
PM
AUBURN, MAINE
18676
P00.1
DWS
MAM
LEGEND, SCHEDULES,GENERAL NOTES &
DETAILS
2019
CENTRAL MAINECOMMUNITY COLLEGE
PLUMBING LAB
PLUMBING PIPING MATERIALS SCHEDULESYSTEM MATERIAL
SANITARY WASTE & VENT (UNDERGROUND) SCHEDULE 40 POLYVINYL CHLORIDE (PVC)SANITARY WASTE & VENT (ABOVE GROUND) SCHEDULE 40 POLYVINYL CHLORIDE (PVC) ASTM APPROVED CAST IRON
(CONTRACTOR'S OPTION) UNLESS DWV WEIGHT COPPER IS INDICATEDON DRAWINGS
DOMESTIC WATER SUPPLY (ABOVE GROUND) TYPE "L" COPPER WITH PRESS FITTINGSNATURAL GAS PIPING SCHEDULE 40 BLACK STEEL
GENERAL NOTES1 DRAWINGS ARE DIAGRAMMATIC ONLY AND REPRESENT THE GENERAL SCOPE OF THE WORK.
REVIEW THE GENERAL NOTES, SPECIFICATIONS AND PLANS FOR ADDITIONAL REQUIREMENTSTHAT MAY NOT BE SPECIFICALLY CALLED OUT IN THIS PORTION OF THE CONSTRUCTIONDOCUMENTS. NOTIFY THE ARCHITECT OF ANY CONFLICTS ORDISCREPANCIES PRIOR TO SUBMISSION OF BID.
2 THE CONTRACTOR SHALL OBTAIN REQUIRED PERMITS AND ARRANGE FOR INSPECTIONS INACCORDANCE WITH STATE & LOCAL ATHORITIES HAVING JURISDICTION
3 PLUMBING CONTRACTOR SHALL CONFIRM EXISTING CONDITIONS PRIOR TO THEINSTALLATION OF SYSTEMS WHICH ARE INTENDED TO TIE INTO OR REUSE ANY PART OF THEEXISTING PIPING OR EQUIPMENT
4 PLUMBING CONTRACTOR SHALL VERIFY LOCATION AND DEPTH OF UTILITIES AT ALL POINTSOF CONNECTION INDICATED ON DRAWINGS BEFORE START OF PROJECT.
5 COORDINATE ALL WORK WITH OTHER TRADES AND CONTRACTORS. COORDINATE PIPINGINSTALLATION WITH STRUCTURAL GRADE BEAMS, FOOTINGS, COLUMN PIERS, ETC. SLEEVEPIPING THROUGH GRADE BEAMS, FOOTING, ETC. WHERE REQUIRED AND AS NOTED ONPLANS. COORDINATE SLEEVE INSTALLATIONS WITH THE ARCHITECT, STRUCTURAL ENGINEER,STRUCTURAL CONTRACTOR AND GENERAL CONTRACTOR BEFORE CONCRETE IS INSTALLED.PIPING INVERTS AND SLOPE SHALL BE CLOSELY COORDINATED TO AVOID CONFLICTS WITHALL OTHER TRADES BELOW SLAB WORK.
6 COORDINATE PIPE ROUTING AWAY FROM ELECTRICAL PANELS. DO NOT ROUTE PIPING OVERELECTRICAL PANELS.
7 OSHA RULES, REGULATIONS AND REQUIREMENTS, AND ANY STATE AND LOCALREQUIREMENTS FOR SAFETY SHALL BE FOLLOWED BY THE CONTRACTOR
8 THE TERM "PROVIDE" SHALL MEAN "TO FURNISH, INSTALL AND CONNECT COMPLETELY".9 ENTIRE PLUMBING INSTALLATION SHALL BE IN COMPLIANCE WITH ALL CURRENT LOCAL, STATE
AND FEDERALCODES AND STANDARDS.
10 PROVIDE TRAP PRIMERS WHERE REQUIRED BY LOCAL AUTHORITIES & WHERE SHOWN ONPLANS.
11 PROVIDE FIXTURE STOPS ON ANY WATER SUPPLY IMMEDIATELY ADJACENT TO PLUMBINGFIXTURES.
12 PROVIDE VACUUM BREAKERS ON HOSE CONNECTIONS AND WHERE INDICATED ON PLANS ANDDETAILS
13 PROVIDE ISOLATION VALVES ON BRANCH PIPING TO FIXTURE GROUPS & REMOTE FIXTURESAND WHERE INDICATED ON PLANS, VALVES SHALL BE LINE SIZE UNLESS OTHERWISE NOTED.
14 ALL PLUMBING FIXTURE SHUT-OFF AND/OR BALANCING VALVES INSTALLED IN PIPE CHASESSHALL BE ACCESSIBLE FROM JUST ABOVE THE CEILING LINE OR ACCESS DOORS PROVIDEDLOW IN CHASE WALL.
15 REFER TO INSTALLATION SCHEDULES FOR THE SIZE OF PIPING CONNECTIONS AND MOUNTINGHEIGHTS OF EACH FIXTURE.
16 SANITARY WASTE PIPING 4" & LARGER SHALL BE INSTALLED WITH A PITCH OF 1/4" PER 1'-0".17 STORM, INDIRECT WASTE & GREASE PIPING SHALL BE INSTALLED WITH A PITCH OF 1/8" PER
1'-0" EXCEPT WHERE NOTED.18 ALL UNDERSLAB PIPING SHALL BE INSTALLED TO PROVIDE NO LESS THAN 2" OF COVER
BETWEEN THE PIPING AND THE FLOOR SLAB.19 VENT AND WATER PIPING SHALL PITCH TO DRAIN.20 INDIRECT WASTES SHALL HAVE AN AIR GAP OF AT LEAST TWICE THE DIAMETER OF THE PIPE
BUT NOT LESS THAN 1"21 DOMESTIC WATER PIPING ROUTED UNDER SLAB SHALL BE IN A CONTINUOUS NON METALLIC
CONDUIT, SEALED AT THE TOP WITH NON SHRINK GROUT22 PIPING IN FINISHED AREAS SHALL BE ROUTED CONCEALED; EXPOSED PIPING, WHERE
NECESSARY, SHALL BE ROUTED AS HIGH AS POSSIBLE AND TIGHT TO WALLS.23 CLEAN FAUCET AERATORS AND PIPE STRAINERS PRIOR TO TURNING BUILDING OVER TO THE
OWNER.24 VOIDS BETWEEN PIPE SLEEVES AND PIPES SHALL BE FILLED WITH FIRE STOPPING WITH AN
HOURLY RATING EQUAL TO THAT OF THE WALL25 STORM DRAINAGE PIPING ABOVE SLAB SHALL BE INSULATED FOR SOUND, REFER TO
SPECIFICATIONS FOR INSUALTION THICKNESS26 ALL PROPOSED SUPPLY PIPING SHALL BE INSULATED, REFER TO SPECIFICATIONS FOR
INSULATION THICKNESS & ACCEPTED PRODUCTS27 ISOLATION VALVES ON GAS PIPING SHALL BE AGA RATED BALL VALVES, PLUG VALVES WILL
NOT BE ACCEPTED
CONSTRUCTION DOCUMENTS
NO SCALE1 GAS CONNECTION-ROOFTOPNO SCALE2 TRAP PRIMER-ELECTRONIC
DRAIN SCHEDULEBASIS OF DESIGN DRAIN SPECIFICATIONS REFER TO THE SPECIFICATIONS FOR APPROVED EQUALS AND
DETAILED DESCRIPTIONS
TAG DESCRIPTIONBRANCH SIZE SPECIFICATIONS
BASIS OF DESIGN NOTESW VFCO-1 FLOOR CLEANOUT 4" - WATTS STAINLESS STEEL STRAINER MODEL CO-1204-RFD-1 FLOOR DRAIN 3" 2" WATTS STAINLESS STEEL STRAINER HEAVY DUTY MODEL
FD-1100-B-B8-6-7
TRAP PRIMER SCHEDULEBASIS OF DESIGN TRAP PRIMER SPECIFICATIONS REFER TO THE SPECIFICATIONS FOR APPROVED
EQUALS AND DETAILED DESCRIPTIONS
TAG MANUFACTURER MODELBRANCH SIZE AVAILABLE TRAP
CONNECTIONSCW TPTP-1 SIOUX CHIEF 695-ER5, PROVIDE HINGED ACESS
DOOR MODEL 971-14141/2" 1/2" 5
TP-2 SIOUX CHIEF 695-ER10,PROVIDE HINGED ACESSDOOR MODEL 971-1414
1/2" 1/2" 10
GAS REGULATOR SCHEDULE
TAG MANUFACTURER MODEL
GASCONNECTION
SIZE
GAS LOAD(MBH)(MBH)
OUTLET PRESSURESET POINT LOCATION NOTES
GR-1 ITRON 325 1 1/2" 2900 7" W.C ROOF PROVIDE GOOSENECK & INSECTSCREEN ON REGULATOR VENT
UPUP
B
REMOVE EXISTING FLOOR DRAIN & 3" W TO BELOW FLOOR & CAP
REMOVE EXISTING 2" W TO BELOW FLOOR & CAP
REMOVE EXISTING FLOOR DRAIN & 3" W TO BELOW FLOOR & CAP
REMOVE EXISTING 2" V TO BELOW FLOOR & CAP
REMOVE EXISTING 4" S BACK TO THIS POINT & PREPARE FOR RECONNECTION
REMOVE EXISTING FLOOR DRAIN PIPING & ACCESSORIESREMOVE EXISTING FLOOR
DRAIN PIPING & ACCESSORIES
REMOVE EXISTING 4" S BACK TO THIS POINT & PREPARE FOR RECONNECTION
REMOVE EXISTING VENT PIPING UP
XV-2"
XS-3"
XS-3"
XS-4"
XS-4"
XV-2
"XV
-2"
XS-4
"
XSD
-8"
XSD-8"
XS-4
"
XSD
-8"
XS-3
"
XS-3"
XV-2"
XS-3"
XV-2"
XSD
-4"
XSD-8"
XS-4"
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G
1 2 3 4 6 7 8
B
5
B
CAP 2" W BELOW SLAB
CAP 2" W BELOW SLAB
CAP 2" V BELOW SLAB
CAP 2" V BELOW SLAB
CAP 2" W BELOW SLAB
XS-2"
XSD-8"
XSD
-8"
XS-4
"
XS-3"
XSD
-8"
XSD
-4"
XS-3"
XV-2"
XS-3
"
XV-2
"
XV-2"
XSD-8"
TP-1/2"
S-4"
S-4" S-4"S-
4"
S-3"
S-3"
S-4"
S-4"
V-2"V-2" TP-1/2"TP-1/2"
(3) 1/2" TP UPTP-1
FD-1
FCO-1
FD-1
FCO-1
FD-1FD-1
4" S UP
2" V UP
3" W UP
3" W UP
2" V UP3" W UP
4" S UP
3" W UP
(2) 2" V UP
CONNECT 4" S TO EXISTING 4" S
CONNECT 4" S TO EXISTING 4" S
e1 e2 e3 e4
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1 2 3 4 6 7 8
B
5
Graphic Scale
AUBURN PORTLAND PORTSMOUTHBOSTON
Graphic Scale
Graphic ScaleGraphic Scale
Graphic Scale
0 4' 8' 12'
1/8" = 1'-0"
Harriman Project No.
PA / PE:
Drawn By: Harriman Associatesc
Proj North
Plo
t Dat
e:
Revision DescriptionRev Date
APRIL 2, 2019
4/2/
2019
1:2
8:59
PM
AUBURN, MAINE
18676
P10.1
DWS
MAM
BELOW SLAB DRAINAGEPLANS
2019
CENTRAL MAINECOMMUNITY COLLEGE
PLUMBING LAB
CONSTRUCTION DOCUMENTS
SCALE: 1/8" = 1'-0"1 BELOW SLAB DRAINAGE DEMOLITIONSCALE: 1/8" = 1'-0"2 BELOW SLAB DRAINAGE
DNDN
BREMOVE EXISTING VENT PIPING
REMOVE WASH FOUNTAIN & ASSOCIATED DRAINAGE PIPING TO BELOW FLOOR
REMOVE LAVATORY & ASSOCIATED DRAINAGE PIPING TO BELOW FLOOR(TYP OF 4)
REMOVE 2" V TO 12" BELOW MEZZANINE FLOOR & PREPARE FOR RECONNECTION
REMOVE 2" V BACK TO THIS POINT & PREPARE FOR RECONNECTION
REMOVE REMOVE EXISTING WATER CLOSET. CAP
EXISTING CARRIER IN CHASE
REMOVE REMOVE EXISTING WATER CLOSET. CAP
EXISTING CARRIER IN CHASE
REMOVE REMOVE EXISTING WATER CLOSET. CAP
EXISTING CARRIER IN CHASE
REMOVE REMOVE EXISTING URINAL CAP 2" W IN WALL
REMOVE EXISTING DRINKING FOUNTAIN
REMOVE EXISTING VENT PIPING
e1 e2 e3 e4
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1 2 3 4 6 7 8
B
5
B
CONNECT 2" V TO EXISTING
CONNECT 2" V TO EXISTING
CAP
CAP
CAP
FD-1FD-1 FD-1
FCO-1
FD-1
V-2"
V-2"V-2"
V-2"TP-1/2"
TP-1/2"TP-1/2"
TP-1
/2"
TP-1
/2"
TP-1
/2"
TP-1/2"
TP-1/2"
S-4"S-4"
S-4"
S-4"CO
CO
S-4"CO
CO 3"
3"
4"
3"
3"
1/2"
1/2"
3"CO
2" V DN
2" V DNCONNECT TO
2" V 24" AFF
3" W DN
4" S DN
FCO-1
CO
3" W UP
(4) 2" V UP
3" W UP
3" W DN
(8) 1/2" TP UP
3" W DN3" W UP
2" V UP3" W UP
2" V DN
3" W DN
2" V DN
(2) 2" V UP
4" S DN
3" W UP2" V UP
3" W UP
2" V UP3" W UP
2" V UP
CO
V-2"
V-2"
XSD
-4"
SANITARY & VENT PIPING WITHIN DASHED AREA BY OWNER
e1 e2 e3 e4
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1 2 3 4 6 7 8
B
5
Graphic Scale
AUBURN PORTLAND PORTSMOUTHBOSTON
Graphic Scale
Graphic ScaleGraphic Scale
Graphic Scale
0 4' 8' 12'
1/8" = 1'-0"
Harriman Project No.
PA / PE:
Drawn By: Harriman Associatesc
Proj North
Plo
t Dat
e:
Revision DescriptionRev Date
APRIL 2, 2019
4/2/
2019
1:2
9:08
PM
AUBURN, MAINE
18676
P10.2
DWS
MAM
FIRST FLOOR DRAINAGEPLANS
2019
CENTRAL MAINECOMMUNITY COLLEGE
PLUMBING LAB
CONSTRUCTION DOCUMENTS
SCALE: 1/8" = 1'-0"1 FIRST FLOOR DRAINAGE DEMOLITIONSCALE: 1/8" = 1'-0"2 ABOVE SLAB DRAINAGE
DNDN
B
REMOVE EXISTING HW & CW PIPING IN WALL SERTVING LAVATORIES & WASH FOUNTAIN
REMOVE EXISTING CW BACK TO THIS POINT & CAP
REMOVE HW UP TO MEZZANINE
REMOVE EXISTING CW SUPPLY BACK TO WALL & CAP
REMOVE EXISTING CW SUPPLY BACK TO WALL &
CAP
REMOVE EXISTING CA & GAS PIPING
REMOVE EXISTING CA & GAS PIPING
REMOVE EXISTING CA & GAS PIPING
REMOVE EXISTING CA & GAS PIPING
REMOVE EXISTING CA & GAS PIPING
REMOVE EXISTING GAS PIPING
REMOVE EXISTING GAS PIPING
REMOVE EXISTING CA BACK TO THIS POINT &
CAP
XCW
-3/4
"XA
-1"
XA-3/4" XA-1"
XA-1
"XC
W-1
"
XCW
-2"
XA-1
"XC
W-1
"
XCW
-2"
XCW-3/4"XA-1"
XG-1"XA-1"
XCW-2 1/2"
XG-1
"XA
-1"
XG-1
"XA
-1"
XA-3/4"XG-3/4"
XA-3/4"XG-3/4"
XA-3
/4"
XG-3
/4"
XG-1"XA-1"
XG-1"
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A
C
D
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1 2 3 4 6 7 8
B
5
B
CORRIDOR101
HALL114
CAP
CAP
CAP
CAP
XCW-3/4"
EXISTING DRINKING FOUNTAIN TO REMAIN
CAP IN WALL
TP-1
1/2" CW UPPROVIDE 1/2" VALVE IN VERTICAL 48" AFF
EXISING CA UP TO REMAIN
EXISING CW UP TO REMAIN
EXISING CW UP TO REMAIN
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1 2 3 4 6 7 8
B
5
XA-1 1/4" XA-1 1/4"
XA-1 1/4" XA-1 1/4"
XA-1 1/4"
XA-1 1/4"
XG-1
1/4
"
XA-1 1/4" XA-1 1/4" XA-1 1/4"
CONNECT 1-1/2" G TOEXISTING VALVE
1-1/2" UP THROUGH ROOF
G-1 1/2"
PRECISION MACHINETOOL LAB ADDITION
113
Graphic Scale
AUBURN PORTLAND PORTSMOUTHBOSTON
Graphic Scale
Graphic ScaleGraphic Scale
Graphic Scale
0 4' 8' 12'
1/8" = 1'-0"
Harriman Project No.
PA / PE:
Drawn By: Harriman Associatesc
Proj North
Plo
t Dat
e:
Revision DescriptionRev Date
APRIL 2, 2019
4/2/
2019
1:3
4:05
PM
AUBURN, MAINE
18676
P20.1
DWS
MAM
FIRST FLOOR SUPPLYPLANS
2019
CENTRAL MAINECOMMUNITY COLLEGE
PLUMBING LAB
CONSTRUCTION DOCUMENTS
SCALE: 1/8" = 1'-0"1 FIRST FLOOR SUPPLY DEMOLITIONSCALE: 1/8" = 1'-0"2 FIRST FLOOR SUPPLY
SCALE: 1/8" = 1'-0"3 FIRST FLOOR SUPPLY
R
R
B
GR-1 PROVIDE GAS VENT WITH GOOSE NECK & INSECT SCREEN
TRANSITION FROM 1-1/2" TO 3" PIPE
2-1/2" G DN
1-1/2" G DN TO LOWER ROOF
G-1
1/2
"G
-1 1
/2"
FOR CONTINUATION SEE P20.2 DETAIL 2
e1 e2 e3 e4
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1 2 3 4 6 7 8
B
5
G-1 1/2"
G-1
1/2
"
1-1/4" G DN TO THROUGH ROOF
EXISTING EQUIPMENT (500 MBH)
FOR CONTINUATION SEE P20.2 DETAIL 1
eH
Graphic Scale
AUBURN PORTLAND PORTSMOUTHBOSTON
Graphic Scale
Graphic ScaleGraphic Scale
Graphic Scale
0 4' 8' 12'
1/8" = 1'-0"
Harriman Project No.
PA / PE:
Drawn By: Harriman Associatesc
Proj North
Plo
t Dat
e:
Revision DescriptionRev Date
APRIL 2, 2019
4/2/
2019
1:3
4:16
PM
AUBURN, MAINE
18676
P20.2
DWS
MAM
ROOF PLAN SUPPLYPLANS
2019
CENTRAL MAINECOMMUNITY COLLEGE
PLUMBING LAB
CONSTRUCTION DOCUMENTS
SCALE: 1/8" = 1'-0"1 ROOF PLAN SUPPLYSCALE: 1/8" = 1'-0"2 ROOF PLAN SUPPLY
DN
B
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C
D
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F
G
1 2 3 4 6 7 8
B
5
SPRINKLER PIPING ABOVE FINISHED FLOORF
CAP
DN DOWN
AFF ABOVE FINISHED FLOOR
BFF BELOW FINISHED FLOOR
TYP. TYPICAL
LEGEND
CONCEALED PENDANT WET SPRINKLER
SEMI RECESSED WET SPRINKLER
SEMI RECESSED DRY SPRINKLER
UPRIGHT SPRINKLER
SIDEWALL WET SPRINKLER
SIDEWALL DRY SPRINKLER
EXISTING SPRINKLER PIPING ABOVE FINISHED FLOORXF
DEMOLISHED SPRINKLER PIPING ABOVE FINISHED FLOOR
REWORK EXISTING SPRINKLER LAYOUT TO PROVIDE FIRE PROTECTIONFOR UPDATED PLAN LAYOUT WITHIN HATCHED AREA INDICATED ON PLANS.COORDINATE SPRINKLER HEAD TYPES REQUIRED WITH NEW CEILING CONSTRUCTION.COORDINATE LOCATON OF SPRINKLER HEADS WITH ALL OTHER TRADES. PROVIDE SPRINKLER HEADS WITHIN ALL COMBUSTABLE CEILING CAVITIES. SPRINKLER SYSTEM SHALL COMPLY WITH NFPA-13
PROVIDE SPRINKLER LAYOUT TO PROVIDE FIRE PROTECTIONFOR UPDATED PLAN LAYOUT WITHIN HATCHED AREA INDICATED ON PLANS.COORDINATE SPRINKLER HEAD TYPES REQUIRED WITH NEW CEILING CONSTRUCTION.COORDINATE LOCATON OF SPRINKLER HEADS WITH ALL OTHER TRADES. PROVIDE SPRINKLER HEADS WITHIN ALL COMBUSTABLE CEILING CAVITIES. SPRINKLER SYSTEM SHALL COMPLY WITH NFPA-13
B
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1 2 3 4 6 7 8
B
5
Graphic Scale
AUBURN PORTLAND PORTSMOUTHBOSTON
Graphic Scale
Graphic ScaleGraphic Scale
Graphic Scale
0 4' 8' 12'
1/8" = 1'-0"
Harriman Project No.
PA / PE:
Drawn By: Harriman Associatesc
Proj North
Plo
t Dat
e:
Revision DescriptionRev Date
APRIL 2, 2019
4/2/
2019
1:2
8:16
PM
AUBURN, MAINE
18676
F10.1
DWS
MAM
LEGEND, NOTES & FIREPROTECTION PLANS
2019
CENTRAL MAINECOMMUNITY COLLEGE
PLUMBING LAB
CONSTRUCTION DOCUMENTS
SCALE: 1/8" = 1'-0"1 FIRST FLOOR FIRE PROTECTION
FIRE PROTECTION NOTES1. SPRINKLERS & PIPING SHALL BE PROVIDED WITHIN THE BUILDING IN ACCORDANCE WITH
NFPA 13.2. PROVIDE SPRINKLER PROTECTION BELOW DUCTS OR OTHER OBSTRUCTIONS 48" WIDE
OR WIDER PER NFPA 13, OR AT ANY OTHER LOCATION WHERE SPRINKLER DISCHARGE ISOBSTRUCTED.
3. THE FIRE SPRINKLER CONTRACTOR SHALL THOROUGHLY REVIEW ALL CONTRACTDRAWINGS AND SPECIFICATIONS THAT IMPACT THE FIRE SPRINKLER SYSTEMS PRIORTO BID. ANY QUESTIONS THAT AFFECT THE DESIGN AND INSTALLATION OF THE FIRESPRINKLER SYSTEM SHALL BE RESOLVED BEFORE CONTRACT IS AWARDED.
4. SPRINKLER CONTRACTOR SHALL PREPARE AND SUBMIT SHOP DRAWINGS AS REQUIREDBY THE SPECIFICATIONS.
SCALE: 1/8" = 1'-0"2 SECOND FLOOR FIRE PROTECTION
AMS
TIGHT SHUT-OFF VALVE
V
T
ACV 2 - WAY
ACV 3 - WAY
CAP - PIPE
CHECK VALVE
COMBINATION BALANCING, FLOW MEASURING &
FLOAT & THERMOSTATIC TRAP
ISOLATION VALVE
GLOBE VALVE
LOCKSHIELD GATE VALVE
MANUAL AIR VENT
OS&Y GATE VALVE
PETCOCK FOR GAUGE CONNECTION
PIPE ANCHOR
PIPE GUIDE
PLUG VALVE
PRESSURE GAUGE
PRESSURE REDUCING VALVE
PRESSURE RELIEF VALVE
STRAINER
TAKE - OFF FROM BOTTOM OF PIPE
TAKE - OFF FROM TOP OF PIPE
THERMOMETER
THERMOMETER WELL
THERMOSTATIC TRAP
UNION
DESCRIPTIONSYMBOL
EXISTING SUPPLY PIPING TO REMAIN
EXISTING RETURN PIPING TO REMAIN
NEW SUPPLY PIPING
NEW RETURN PIPING
PIPE DOWN
PIPE UP
DIFFERENTIAL PRESSURE SENSORDPS
INVERTED BUCKET TRAP
PIPING LEGEND
REDUCER - CONCENTRIC
REDUCER - ECCENTRIC
10'-0" FL1.2 GPM
RADIATION I.D. ( TYPE A, 10'-0" FINNED LENGTH, BALANCED TO 1.2 GPM) WITH DAMPERA
10'-0" FL/D1.2 GPM
A RADIATION I.D. ( TYPE A, 10'-0" FINNED LENGTH, BALANCED TO 1.2 GPM) WITHOUT DAMPER
FD (3 HR) FIRE DAMPER (3 HOUR RATED)
FIRE DAMPER (1 1/2 HOUR RATED)
BD
V
ACOUSTICALLY LINED DUCT
BACKDRAFT DAMPER
DUCT SECTION - SUPPLY/OUTDOOR AIR
DUCT SECTION - RETURN AIR
DUCT TURNING VANES
FLEXIBLE DUCT
LOUVER
MOTORIZED DAMPER
PRESSURE RELIEF DAMPER
RETURN OR EXHAUST AIR
SMOKE DAMPER
STRAINER
SUPPLY OR OUTSIDE AIR
VOLUME DAMPER
SPIRAL DUCT DIAMETER
CB COUNTERBALANCED DAMPER
DESCRIPTIONSYMBOL
S
PRD
M
F
AIRFLOW MEASURING STATION
DUCT MOUNTED SMOKE DETECTORSD
EXISTING DUCTWORK TO REMAIN
NEW DUCTWORK
DUCT SECTION - EXHAUST AIR
STATIC PRESSURE SENSORSPS
Ø
FIRE AND SMOKE DAMPER (1 1/2 HOUR RATED)F/S
DUCTWORK LEGEND
S2 4400
SUPPLY DIFFUSER ( TYPE 2 )
400 CFM EA
DIFFUSER DESCRIPTION
QUANTITY
( SEE REG., GRILLES & DIFF SCHEDULE )
S (SUPPLY) R (RETURN)E (EXHAUST) T (TRANSFER)
H
HS
HUMIDISTAT
HUMIDITY SENSOR
TEMPERATURE SENSOR
THERMOSTAT
THERMOSTAT COOLING
THERMOSTAT HEATING
THERMOSTAT - NIGHT
THERMOSTAT - HEATING/COOLING
T
TS
TC
H
N
H/C
T
T
T
DESCRIPTIONSYMBOL
CONTROLS LEGEND
AM10.1 SECTION I.D. ( SECTION A SHOWN ON DWG. M10.1)
DESCRIPTIONSYMBOL
EXISTING EQUIPMENT TO REMAIN
NEW EQUIPMENT
DEMOLISHED EQUIPMENT, DUCTWORK, OR PIPING
GENERIC LEGEND
CONNECT NEW TO EXISTINGGraphic Scale
AUBURN PORTLAND PORTSMOUTHBOSTON
Graphic Scale
Graphic ScaleGraphic Scale
Graphic ScaleGraphic Scale
Key Plan
Harriman Project No.
PA / PE:
Drawn By: Harriman Associatesc
Proj North
Plo
t Dat
e:
Revision DescriptionRev Date
APRIL 2, 2019
4/1/
2019
1:4
4:10
PM
AUBURN, MAINE
18676
M00.1
DWS
BPH
LEGEND & GENERALNOTES
2019
CENTRAL MAINECOMMUNITY COLLEGE
PLUMBING LAB
ABBREV DESCRIPTIONLAT LEAVING AIR TEMPERATURE
LPCR LOW PRESSURE CONDENSATERETURN (LESS THAN 15 PSI)
LPS LOW PRESSURE STEAM(LESS THAN15 PSI)
LRA LOCKED ROTOR AMPSLSGV LOCK & SHIELD GATE VALVELWT LEAVING WATER TEMPERATURE
M MOTORIZED DAMPERMAX MAXIMUMMBH 1000 BRITISH THERMAL UNITSMCA MINIMUM CIRCUIT AMPSMIN MINIMUM
MOPD MAXIMUM OVERCURRENTPROTECTIVE DEVICE
MPCR MEDIUM PRESSURE CONDENSATERETURN(16-30 PSIG)
MPS MEDIUM PRESSURE STEAM (16-30PSIG)
NA NOT APPLICABLENC NOISE CRITERIANIC NOT IN CONTRACTNO NORMALLY OPENNTS NOT TO SCALE
OA OUTSIDE AIROC ON CENTEROED OPEN END DUCT
OS&Y OUTSIDE SCREW & YOKE GATEVALVE
PD PRESSURE DROPPRD PRESSURE RELIEF DAMPERPRV PRESSURE REDUCING VALVEPSI POUNDS PER SQUARE INCHPSIG POUNDS PER SQUARE INCH GAUGE
RET RETURNRET RETURNRL REFRIGERANT LIQUIDRLA RATED LOAD AMPERESRPM REVOLUTIONS PER MINUTERS REFRIGERANT SUCTION
S SMOKE DAMPERSP STATIC PRESSURESS STAINLESS STEELSUP SUPPLY
TEMP TEMPERATURETT THERMOSTATIC TRAPTYP TYPICAL
V VOLUME DAMPERVFD VARIABLE FREQUENCY DRIVE
W/ WITHW/O WITHOUTWC WATER COLUMNWG WATER GAUGEWMG WELDED WIRE MESH GRILLEWPD WATER PRESSURE DROP
Z ZONE DAMPER
PREFIX OF X EXISTING
ABBREV DESCRIPTIONACV AUTOMATIC CONTROL VALVEAFF ABOVE FINISHED FLOORAFG ABOVE FINISHED GRADEALD ACOUSTICAL LINED DUCTAMS AIRFLOW MEASURING STATIONAPD AIR PRESSURE DROP
ATC AUTOMATIC TEMPERATURECONTROL
B BAROMETRIC DAMPERBD BACKDRAFT DAMPERBHP BRAKE HORSEPOWERBPD BYPASS DAMPERBTU BRITISH THERMAL UNITS
CBD COUNTERBALANCED BACKDRAFTDAMPER
CFM CUBIC FEET PER MINUTECHWR CHILLED WATER RETURNCHWS CHILLED WATER SUPPLYCO CLEANOUTCTE CONNECT TO EXISTINGCWR CONDENSER WATER RETURNCWS CONDENSER WATER SUPPLY
DCW DOMESTIC COLD WATERDEG.F DEGREES FAHRENHEITDHW DOMESTIC HOT WATERDIA DIAMETERDN DOWN
EAT ENTERING AIR TEMPERATUREESP EXTERNAL STATIC PRESSUREEWT ENTERING WATER TEMPERATUREEXG EXISTINGEXH EXHAUST
F&T FLOAT & THERMOSTATIC TRAP
F/S FIRE AND SMOKE COMBINATIONDAMPER
FC FLEXIBLE CONNECTIONFD FIRE DAMPERFL FINNED LENGTH OF RADIATIONFM FLOW METERFOR FUEL OIL RETURNFOS FUEL OIL SUPPLYFPF FINS PER FOOTFPI FINS PER/INCHFPM FEET PER MINUTEFT FEETFT-HD FEET OF HEADFT-WG FEET WATER GAUGEFTR FIN TUBE RADIATOR
GAL GALLONSGPM GALLONS PER MINUTE
HP HORSEPOWER
HPCR HIGH PRESSURE CONDENSATERETURN (OVER 30 PSIG)
HPS HIGH PRESSURE STEAM (OVER30PSIG)
HRR HEAT RECOVERY RETURNHRS HEAT RECOVERY SUPPLYHWR HOT WATER RETURNHWS HOT WATER SUPPLY
IN INCHES
GENERAL NOTES1. VISIT THE BUILDING SITE PRIOR TO BIDDING TO BECOME FAMILIAR WITH
EXISTING CONDITIONS, AND TO TAKE MEASUREMENTS AS NECESSARY FORCOMPLETION OF THE WORK ASSOCIATED WITH THE DESIGN INTENT OF THECONTRACT DOCUMENTS.
2. COORDINATE WORK OF MECHANICAL SUBCONTRACTOR WITH WORK OF OTHERTRADES.
3. DUCTWORK, PIPING AND EQUIPMENT ARE INDICATED DIAGRAMMATICALLY.FIELD-VERIFY LOCATIONS.
4. PRIOR TO FABRICATING DUCTWORK, COORDINATE WITH OTHER TRADES TOENSURE THAT THE DUCTWORK CAN BE INSTALLED WITH THE INDICATED SIZESAND LOCATIONS.FIELD-VERIFY EXISTING DUCT SIZES AND CONDITIONS.SUBMITANY DISCREPANCIES OR PROPOSED CHANGES.
5. REFER TO ARCHITECTURAL REFLECTED CEILING PLAN FOR LOCATIONS OFCEILING DIFFUSERS AND REGISTERS.PROVIDE VOLUME DAMPERS SO THATEVERY REGISTER, GRILLE AND DIFFUSER (SUPPLY, RETURN, AND EXHAUST)CAN BE INDIVIDUALLY BALANCED.
6. VERIFY INSTALLATION OF EXISTING VOLUME DAMPERS AT EACH BRANCH INEXISTING SUPPLY DUCT. PROVIDE ADDITIONAL VOLUME DAMPERS WHEREREQUIRED.
7. LOCATE VOLUME DAMPERS AS FAR AWAY FROM REGISTERS, GRILLES ANDDIFFUSERS AS POSSIBLE TO MINIMIZE NOISE. LOCATE TO BE UNOBSTRUCTEDAND EASILY ACCESSIBLE FOR TESTING AND BALANCING. LOCATE POSSIBLE.WHERE VOLUME DAMPERS MUST BE LOCATED ABOVE HARD CEILINGS SUCH ASGYPSUM WALLBOARD, PROVIDE ACCESS PANELS AS SPECIFIED, AND NOTIFYTHE ARCHITECT OF SUCH LOCATIONS VERBALLY AND IN WRITING. OBTAINPERMISSION FROM THE ARCHITECT BEFORE INSTALLING ACCESS PANELS.
8. DUCT ELBOWS SHALL BE LONG-RADIUS TYPE (THROAT RADIUS EQUAL TO ORGREATER THAN DUCT WIDTH IN THE PLANE OF THE TURN) WHEREVER SPACEALLOWS. IF SPACE IS NOT ADEQUATE, PROVIDE MITERED ELBOWS WITHTURNING VANES.
9. PROVIDE 16 GAUGE SINGLE-THICKNESS TURNING VANES AT MITERED DUCTELBOWS. VANE EDGES (LEADING AND TRAILING) SHALL BE TANGENTIAL TOAIRFLOW.
10. FLEXIBLE DUCT LENGTHS SHALL NOT EXCEED 5'-0"
11. PAINT DUCTWORK VISIBLE THRU CEILING OPENINGS, DUCT OPENINGS, ANDREGISTERS, GRILLES, AND DIFFUSERS WITH BLACK PAINT IN ACCORDANCEWITH DIVISION 09 SECTION "PAINTING."
12. MOUNT THERMOSTATS AND TEMPERATURE AND HUMIDITY SENSORS AT 48INCHES AFF TO TOP OF ITEM. PROVIDE ELECTRICAL WALL BOX ATTACHED TOFRAMING.
13. WHERE THERMOSTATS/TEMPERATURE SENSORS ARE LOCATED NEAR LIGHTSWITCHES, INSTALL SO THAT LIGHT SWITCHES ARE NEARER TO THE DOORJAMBS. THE INTENT IS TO LOCATE THERMOSTATS/ TEMPERATURE SENSORS SOTHEY WILL NOT INTERFERE WITH ACCESSIBILITY OF LIGHT SWITCHES.
14. PIPING INDICATED IN OUTSIDE WALLS SHALL BE RUN ON THE WARM SIDE OFBUILDING INSULATION AND VAPOR BARRIER. BUILDING INSULATION BEHINDSUCH PIPING SHALL BE CONTINUOUS, WITHOUT JOINTS OR GAPS.
15. PIPING SHALL BE CONCEALED EXCEPT IN MECHANICAL ROOMS AND ASINDICATED. WHERE PIPES DROP IN BLOCK WALLS, PROVIDE 1/2" THICKINSULATION MINIMUM.
16. SEAL DUCTWORK AND PIPING THRU MECHANICAL ROOM FLOORS ANDPARTITIONS, AND THRU FIRE-RATED ASSEMBLIES, WITH FIRESTOP MATERIAL ASSPECIFIED.
CONSTRUCTION DOCUMENTS
VV
V
M
TS
VV
VV
A
C
D
E
F
G
1 2 3 4 6 7 8
B
5
ALL ACCESS TO THIS SIDE
COMPLETELY REMOVE EXISITING EXHAUST FAN ON ROOFRUN DUCT UP THROUGH EXISTING ROOF PENETRATION
4'X'4 PLENUM
BLANK OFF NOT USED PART OF EXISTING LOUVER
W/ INSULATED PANEL.
18"x24"
24"x24" ALD
M
12"ø
12"ø
12"ø
12"x
14"
16"x
14"
20"x14"
S1 6250
BALANCE TO 500
BALANCE TO 500
BALANCE TO 500
AHU-1
3M10.1
24"x18"
ROOM FOR CONTROL PANELS
PROVIDE 1-1/2" OF RIGID FIBERGLASSINSULATION FROM LOUVER TO AHU
TO AHU-1
CONTROLS TO BE PROVIDED BY OWNER. COORDINATE INSTALLATION WITH OWNER.
EXISTING LOUVERA
C
D
E
F
G
1 2 3 4 6 7 8
B
5
16"x
14"
12"x
14"
12"ø
12"ø
12"ø
20"x
14"
12"x8"
T1150
2S2150
1
20"x12"
BALANCE TO 450 CFM
BALANCE TO 450 CFM
BALANCE TO 450 CFM
S1 6225
PROVIDE CAP (TYP)
24"x24"
4M10.1
EXG MEZZ299' - 8"
AeCeD A
OED W/ WMG
OED W/ WMG
24"x
24"
18"x24"
14"x44"
28"x
44"
M
24"x24"
M
AHU-1
24"x24"
PROVIDE 1-1/2" OF RIGID FIBERGLASSINSULATION FROM ROOF TO MOTORIZED DAMPER
DUCTWORK TO MATCH EXISITING CURB OPENING. VERIFY IN FIELD.SEE ARCH. DRAWINGS FOR FLASHING DETAIL.
3'
EXG MEZZ299' - 8"
2'
3'
2'
7'
2' 2' 5'
3' 3'
3'
2' 2'
GAS MODULESUPPLY FANBYPASS SECTION
BYPASS SECTION FILTER SECTION
SUPPLY
RETURN
EXHAUST
O.A. (THRU PAGE)
EXHAUST FAN ACCESS SECTION
FILTER SECTION
ERV
16'
DAMPER (TYP)
Graphic Scale
AUBURN PORTLAND PORTSMOUTHBOSTON
Graphic Scale
Graphic ScaleGraphic Scale
0 2' 4' 6'
1/4" = 1'-0"
0 4' 8' 12'
1/8" = 1'-0"
Key Plan
Harriman Project No.
PA / PE:
Drawn By: Harriman Associatesc
Proj North
Plo
t Dat
e:
Revision DescriptionRev Date
APRIL 2, 2019
4/1/
2019
1:4
4:21
PM
AUBURN, MAINE
18676
M10.1
DWS
BPH
MECHANICAL
2019
CENTRAL MAINECOMMUNITY COLLEGE
PLUMBING LAB
CONSTRUCTION DOCUMENTS
SCALE: 1/8" = 1'-0"2 Ductwork - Level 2SCALE: 1/8" = 1'-0"1 Ductwork - Level 1
SCALE: 1/4" = 1'-0"3 AHU-1 CROSS SECTION
SCALE: 1/4" = 1'-0"4 TYPICAL DUCT LAYOUT
SCALE: 1/2" = 1'-0"5 AHU-1 DETAIL (PROVIDED BY OWNER)
4" HOUSEKEEPING PAD
NOTE: PROVIDE CONVENIENCE LIGHTING ON INTERIOR OF UNIT.
ROOF
ROOF DECK
1"x1"x1/8" STEELANGLE SECURED TO TOP CHORD OF JOIST
CROSS BRIDGING(PER STRUCTURAL DRAWINGS AND SPECS)
ROOF JOIST(TYP.)
1/8" DIA THREADEDROD (TYP.)
SUPPLY ORRETURN DUCT
HANGER ATTACHEDTO STEEL ANGLE
WHEREVER POSSIBLE, BOTTOM OF SUPPLYAND RETURN DUCTS SHALL BE KEPT AT THESAME ELEVATION. ELEVATION OF DUCTSSHALL BE DICTATED BY CROSS BRIDGING
OR
OR
VOLUME DAMPERS:1) PROVIDE STAND-OFF BRACKETS ON INSULATED DUCTS.
2) INSULATE UNDER BRACKETS, SEAL VAPOR BARRIER TO BRACKETS
3) PROVIDE LOCKING, INDICATING QUADRANTS.
MAIN DUCT
CLOSE OPENINGS AT
CORNERS
BRANCH DUCT
45° ENTRY
BRANCH TAKE-OFF
STAND-OFF MOUNTING
BRACKET
OPPOSED BLADE BALANCING DAMPER
PROVIDE CONTINUOUS INSULATION BETWEEN
BRACKET AND DUCT WHILE LEAVING DAMPER HANDLE
EXPOSED.
1/4 OF DUCT WIDTH, MINIMUM OF 4".
HANG SURVEYOR'S TAPE FROM VOLUME DAMPER WHERE CONCEALED ABOVE CEILINGS SO THAT BALANCER CAN LOCATE DAMPER LOCATIONS. TAPE IS NOT REQUIRED WHERE DUCTS ARE EXPOSED.
DIRECTION OF AIR FLOW RETURN/EXHAUST)
DIRECTION OF AIR FLOW (SUPPLY)
PLAN VIEW
ISOMETRIC VIEW
.
TRANSFER DUCTSAME SIZE AS
TRANSFER GRILLES
WALL
TRANSFER GRILLE SEE PLANS AND
SCHEDULE FOR SIZES
R =2WO
R =W
VANES, SINGLE THICKNESS, FULL 2-IN. RADIUS, 90° TURN, MINIMUM 16-GAUGE, FILLING ENTIRE CROSS SECTION
USE MITERED ONLY WHERE SPACE IS TOO TIGHT FORRADIUS, OR WHERE INDICATED ON DRAWINGS.
RADIUSES MITERED
W
W
I
1 1/2"
Graphic Scale
AUBURN PORTLAND PORTSMOUTHBOSTON
Graphic Scale
Graphic ScaleGraphic Scale
Graphic ScaleGraphic Scale
Key Plan
Harriman Project No.
PA / PE:
Drawn By: Harriman Associatesc
Proj North
Plo
t Dat
e:
Revision DescriptionRev Date
APRIL 2, 2019
4/1/
2019
1:4
4:27
PM
AUBURN, MAINE
18676
M40.1
DWS
BPH
SCHEDULES
2019
CENTRAL MAINECOMMUNITY COLLEGE
PLUMBING LAB
CONSTRUCTION DOCUMENTS
NO SCALE1 HANGERS FOR EXPOSED DUCTWORKNO SCALE2 SIDE BRANCH TAKE-OFF
NO SCALE3 TRANSFER DUCT
NO SCALE4 DUCT ELBOW
REGISTERS, GRILLES & DIFFUSERS SCHEDULETAG MANUFACTURER MODEL TYPE
NECKSIZE (IN)
DIRECTIONOF BLOW MAX NC MAX SP DAMPER FINISH BORDER NOTES
S1 PRICE SDGE WALL GRILLE 18"X6" SEE PLANS N/A 0.01 in-wg NO DAMPER BAKED ENAMEL WHITE DUCT MOUNTS2 PRICE 520 WALL GRILLE 12"X12" SEE PLANS 25 0.01 in-wg NO DAMPER BAKED ENAMEL WHITE WALL MOUNTT1 PRICE 520 WALL GRILLE 12" X 12" SEE PLANS 25 0.05 in-wg NO DAMPER BAKED ENAMEL WHITE WALLMOUNT
ENERGY RECOVERY VENTILATOR (PROVIDED BY OWNER)
TAG MFR MODEL
SUPPLY FAN EXHAUST FAN OUTDOOR AIR INDOOR AIR SUPPLY AIR GAS MODULE SECTION ELECTRICAL FILTER
WEIGHT(LBS) NOTES
AIR FLOW(CFM)
EXT SP(IN) HP
AIR FLOW(CFM)
EXT SP(IN) HP
SUMMERDB
(DEG.F)
SUMMERWB
(DEG.F)
WINTERDB
(DEG.F)
WINTERWB
(DEG.F)
SUMMERDB
(DEG.F)
SUMMERRH(%)
WINTERDB
(DEG.F)
WINTERRH(%)
SUMMERDB
(DEG.F)
SUMMERWB
(DEG.F)
WINTERDB
(DEG.F)
WINTERWB
(DEG.F)
CAPACITY(OUTPUT)
(MBH) EAT (°F) LAT (°F)FUELTYPE MODULATION VOLTS PHASE EFF'Y QTY
AHU-1 DAIKIN CAH010GVDM 3000 0.75 2 3000 0.5 2 90 °F 78 °F -10 °F -10 °F 75 °F 50 70 °F 30 85 °F 74 °F 47 °F 42 °F 200 47 106 N.G. 5:1 460 V 3 MERV 13 2 4156
NOTE: 1.) ALL CONTROLS TO BE FURNISHED AND INSTALLED BY OWNER.
A
A
SECTION A-A
.375" THREADED ROD
MINIMUM, TYP.
FUSED PLUG IN BOX W/ TYPE
"SO" CORD EXTENSION AND
OUTLET. PROVIDE STRAIN
RELIEF AT TAP BOX, HANGER &
OUTLET BOX. PROVIDE PLUG IN
ON PLANS. CORD LENGTH TO
MOUNT OUTLET 4' AFF. STRAIN RELIEF
STRAIN RELIEF
60 A BUSWAY, 3P, 4w, &
LAB BENCH BY OTHERS
ASSEMBLY AS INDICATED
CASE GROUND. W/ ALL
HARDWARE & CABLE BOXES
AS INDICATED ON PLANS
DUPLEX OUTLET, LOCATIONS
BRACE
2SCALE: NO SCALE
UNIT WIRING
EXIT SIGN AND EMERGENCY BATTERY
TO SPARE CIRCUIT BREAKER IN PANELBOARD
WITHIN RESPECTIVE AREAS.
LABEL DIRECTORY CARD "EXIT SIGNS".
TO LOCAL LIGHTING CIRCUIT
AHEAD OF SWITCH CONTROL.
SELF-CONTAINED
EXIT SIGNS
EMERGENCY
BATTERY UNIT
(TYPICAL)
AC WIRING - MINIMUM 2#12-1/2"C
(TYPICAL)
INCREASE AS REQUIRED BY SPECIFICATIONS
DC WIRING - MINIMUM 2#10-1/2"C
WHERE/IF INDICATED
PROVIDE REMOTE HEADS
3
Zone
4
Zone
1
Zone
2
Zone
E1104
U
SCALE:
GANG BOX
MOUNT IN 2
3
Zone
4
Zone
1
Zone
2
Zone
E1104
U
GANG BOX
MOUNT IN 2
0-10V DIMMING CIRCUITS
(4) 20A. TWO-WIRE
NOTES:
1. ALL DEVICES AND MODULES ARE NOT NECESSARILY SHOWN ON DIAGRAM, DEVICES
AND MODULES SHALL BE PROVIDED AS REQUIRED TO MEET THE INTENT OF ALL
CONTRACT DRAWINGS AND SPECIFICATION.
2. PROVIDE ALL NECESSARY POWER SUPPLIES, ENCLOSURES, DATA LINE, LOW VOLTAGE
AND LINE VOLTAGE WIRING AND ADDITIONAL COMPONENTS REQUIRED FOR A
COMPLETE AND FUNCTIONING SYSTEM PER MANUFACTURERS RECOMMENDATIONS.
3. EXTERIOR LIGHTING SHALL BE CONTROLLED BY AN EXTERIOR LIGHT SENSOR ON
THE EAST SIDE OF THE BUILDING POSITIONED SO AS NOT AFFECTED BY ARTIFICIAL
LIGHT.
4. LOW VOLTAGE SWITCHES SHALL BE PROVIDED TO ALLOW ON AND OFF CONTROL OF
ALL CONTROLLED LIGHTING IN THEIR RESPECTIVE AREAS. SEE FLOOR PLANS FOR
EXACT LOCATIONS.
5. VERIFY AND MODIFY ALL ON/OFF TIMES WITH OWNER AT COMPLETION OF PROJECT.
6. ALL LOW VOLTAGE WIRING SHALL BE PER MANUFACTURERS INSTALLATION
INSTRUCTIONS.
7. WIRING IS SHOWN DIAGRAMMATICALLY ONLY. PROVIDE NUMBERS OF CIRCUITS AND
CONDUCTORS AS REQUIRED TO MEET THE INTENT OF THE DESIGN.
8. VERIFY QUANTITIES AND EXACT LOCATIONS OF ALL DEVICES WITH DRAWINGS AND
SPECIFICATIONS.
GENERAL NOTES
COORDINATE WITH OWNER FOR TIME OF DAY SCHEDULE FOR ALL CIRCUITS/ZONES.
COORDINATE SPECIAL REQUIREMENTS WITH OWNER.
PROVIDE SITE SPECIFIC INSTRUCTION ON HOW TO USE THE SYSTEM FOR THE USERS.
Notes:
** - Circuit numbering must be provided prior to manufacturing.·
network connections to be IEEE T568B.
All ETCNet runs shall be continuous, unspliced run less than 300 feet (90 meters). All ·
Total combined length of Unison Wiring runs cannot exceed 1640 feet (500 meters).·
All locations require a minimum of 1 ground.·
neutrals. All 2-wire circuits may not share·
indicates backbox by ETC. All other backboxes provided by contractor. ·
(P) Following the wire designation indicates an uninterrupted pull-through at the previous station in signal path.
UVo
Uo
AWG
(2) #16
(1) #14 AWG+ 24v
(1) Belden 8471Unison So
Mo
Do
AWG
(2) #18
(1) Belden 8760COM
(1) Belden 9729DMX
18 AWG 3 conductor
(1) Belden 9493Sensor
Co (2) #18 AWGDry ContactNo (1) Belden 1583AETCNetLVo
dimming control]
violet pair for 0-10v
(2) #18AWG [Gray and
SCo
18 AWG 4 conductor
Sensor RP (1) Belden 7411A
AWG(1) #14
(1) Belden 8471Unison
LOW VOLTAGE LIGHTING CONTROL SYSTEM LEGEND
RC4
RC8
- LOW VOLTAGE CONTROL STATION - SEE LOW VOLTAGE LIGHTING CONTROL RELAY
SCHEDULES
- 4 ZONE ROOM CONTROLLER (ERMC4)
- 8 ZONE ROOM CONTROLLER (ERMC8)
$
OPEN LAB AREA
$
OPEN LAB AREA
SCALE: NO SCALE1
BUS DUCT SYSTEM DETAILS AND NOTES
SCALE: NO SCALE4
1 NOT TO SCALE
LC TYPICAL OPEN AREA
277V/60HZ
20A
SINGLE PHASE
AREA
OPEN
ERMC4
LIGHTING DETAILS AND NOTES
TOP UP 9'-0" AFF
MOUNT BUSWAY
Wire Designations (contact the eequpment manufacturer for a complete list of approved substitutions)
RC4
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
48 120SA
APPROVED EQUAL
LED RHL7-48-MW-PIA-45L35K-1-277-PHKENALL
4438 LUMEN - 7"x48" SURFACE MOUNTED LED FIXTURE WITH HIGH IMPACT PEARLESCENT POLYCARBONATE LENS
26 120SB
APPROVED EQUAL
LED CFP22-3335-HE-CFPSMK-22COLUMBIA LIGHTING
3299 LUMEN - 24"x24" SURFACE MOUNTED LED FIXTURE.
ON
OFF
DRCB20
CB30
208VOLT, 20AMP DOUBLE POLE.
CIRCUIT BREAKER FOR 20AMP RECEPTACLE (CB20),
208VOLT, 30AMP DOUBLE POLE.
CIRCUIT BREAKER FOR 30AMP RECEPTACLE (CB30),
120VOLT, 20AMP SINGLE POLE.
CIRCUIT BREAKER FOR DUPLEX OUTLET (DR),
WITH OWNER
CONFIRM NEMA CONFIG.
AS INDICATED ON PLANS
250V OUTLET, LOCATIONS
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
WIRING CONCEALED IN WALL OR CEILING
WIRING IN RACEWAY CONCEALED UNDER FLOOR/UNDER GROUND
2'x2' RECESSED LIGHTING FIXTURE
2'x4' RECESSED LIGHTING FIXTURE
RECESSED DOWNLIGHT
PENDANT LIGHTING FIXTURE
SINGLE POLE SWITCH - MOUNT C/L UP 48" UNLESS NOTED OTHERWISE - WHERE SHOWN AT
EQUIPMENT IN FINISHED AREAS CONCEAL IN EQUIPMENT ENCLOSURE
THREE-WAY SWITCH - MOUNT C/L UP 48" UNLESS NOTED OTHERWISE
FOUR-WAY SWITCH - MOUNT C/L UP 48" UNLESS NOTED OTHERWISE
0-10V DIMMER SWITCH - MOUNT C/L UP 48" UNLESS NOTED OTHERWISE
SWITCH WITH PILOT LIGHT - MOUNT C/L UP 48" UNLESS NOTED OTHERWISE
OC OCCUPANCY SENSOR AND POWER PACK - PROVIDE NUMBER OF POWER PACKS REQUIRED TO
ALLOW FOR NUMBER OF OCCUPANCY SENSORS AND SWITCHING SHOWN - DASHED LINE
INDICATES GROUPING OF SENSORS - SEE DETAIL ON DRAWING E00.1
SUBLETTER INDICATES SWITCH CONTROL
A LETTER ADJACENT TO SYMBOL INDICATES SPECIAL MOUNTING DESIGNATION - SEE ITEM
DESCRIPTIONS BELOW
DUPLEX CONVENIENCE RECEPTACLE - MOUNT C/L UP 24" UNLESS NOTED OTHERWISE ON
PLANS OR IN CLASSROOM RECEPTACLE MOUNTING HEIGHT TABLE - "A" INDICATES MOUNT
C/L UP 6" ABOVE COUNTER BACKSPLASH/C/L 48" WHERE NOT LOCATED AT A COUNTER
DOUBLE DUPLEX CONVENIENCE RECEPTACLE - MOUNT C/L UP 24" UNLESS NOTED OTHERWISE
ON PLANS OR IN CLASSROOM RECEPTACLE MOUNTING HEIGHT TABLE - "A" INDICATES MOUNT
C/L UP 6" ABOVE COUNTER BACKSPLASH/C/L 48" WHERE NOT LOCATED AT A COUNTER
GFI
AGFCI DUPLEX CONVENIENCE RECEPTACLE - MOUNT C/L UP 46" UNLESS NOTED OTHERWISE ON
PLANS OR IN CLASSROOM RECEPTACLE MOUNTING HEIGHT TABLE - "A" INDICATES MOUNT
C/L UP 6" ABOVE COUNTER BACKSPLASH/C/L 48" WHERE NOT LOCATED AT A COUNTER
SPECIAL RECEPTACLE - COORDINATE NEMA CONFIGURATION AND MOUNTING WITH FURNISHED
EQUIPMENT UNLESS NOTED
PROVISIONS FOR VOICE AND DATA OUTLET - JUNCTION BOX WITH SINGLE GANG RAISED
RING AND TWO 1" CONDUIT TO ABOVE AN ACCESSIBLE CEILING - MOUNT UP SAME AS
ASSOCIATED RECEPTACLE UNLESS NOTED OTHERWISE
W PROVISIONS FOR VOICE AND DATA OUTLET - JUNCTION BOX WITH SINGLE GANG RAISED
RING AND ONE 1" CONDUIT TO ABOVE AN ACCESSIBLE CEILING - "W" INDICATES
PROVISIONS FOR WALL PHONE - "C" INDICATES PROVISIONS FOR CALL BUTTON - MOUNT
C/L UP 48" UNLESS NOTED OTHERWISE - WHERE SHOWN NEXT TO DOOR AT SAME LOCATION
AS SWITCH AND PROVISION FOR TEMPERATURE SENSOR, PROVISIONS FOR CALL BUTTON
SHALL BE LOCATED SECOND FROM DOOR
PROVISIONS FOR AUDIO VISUAL OUTLET - DEEP JUNCTION BOX WITH DOUBLE GANG RAISED
RING AND TWO 1 1/4" CONDUIT TO ABOVE AN ACCESSIBLE CEILING - MOUNT UP SAME AS
ASSOCIATED RECEPTACLE UNLESS NOTED OTHERWISE
C PROVISIONS FOR WALL MOUNTED CLOCK - JUNCTION BOX WITH SINGLE GANG RAISED RING
AND ONE 1" CONDUIT TO ABOVE ANACCESSIBLE CEILING - MOUNT C/L UP 8'-6" UNLESS
NOTED OTHERWISE
WALL MOUNTED CCTV CAMERA
J JUNCTION BOX
DISCONNECT SWITCH
FUSED DISCONNECT SWITCH
RATED SWITCH
ELECTRICAL MOTOR
PANELBOARD - 120/208V
FACP FIRE ALARM CONTROL PANEL
F FIRE ALARM MANUAL PULL STATION - MOUNT C/L UP 48"
FIRE ALARM HORN / LIGHT UNIT - CANDLE POWER (CD) PER NFPA 72 AND AS NOTED -
15/75 WHERE NOT OTHERWISE INDICATED ON PLANS - MOUNT C/L UP 94" ON WALL
FIRE ALARM STROBE LIGHT UNIT - CANDLE POWER (CD) PER NFPA 72 AND AS NOTED -
15/75 WHERE NOT OTHERWISE INDICATED ON PLANS - MOUNT C/L UP 94" ON WALL
FIRE ALARM SYSTEM DUCT SMOKE DETECTOR WITH SAMPLING TUBE
FIRE ALARM SMOKE DETECTOR - CEILING MOUNTED - COORDINATE EXACT LOCATION WITH
MECHANICAL DIFFUSERS AND GRILLES - DO NOT LOCATE WITHIN 5 FEET OF A MECHANICAL
DIFFUSER OR GRILLE
HD FIRE ALARM HEAT DETECTOR - CEILING MOUNTED
AIM FIRE ALARM ADDRESSABLE INPUT MODULE
AOM FIRE ALARM ADDRESSIBLE OUTPUT MODULE
TS FIRE ALARM TAMPER SWITCH
FS FIRE ALARM FLOW SWITCH
DH ELECTRIC DOOR HOLDER / CLOSER - COORDINATE WITH DIVISION 08
EXIT SIGN WITH ARROWS AS INDICATED OR HATCH INDICATES FACE - CEILING MOUNTED
EXIT SIGN WITH ARROWS AS INDICATED OR HATCH INDICATES FACE - WALL MOUNTED
DIRECTLY ABOVE DOOR
EMERGENCY BATTERY UNIT - SEE LIGHTING FIXTURE TYPE "EBU" IN LIGHTING FIXTURE
SCHEDULE
## KEYNOTE TAG
WP WEATHER PROOF
SEPERATION. REVIEW INSTALLATION GUIDE FOR DETAILS.
ECHO DEVICES REQUIRE TO BE SET TO SPACE AND ZONE/ADDRESS FOR PROPER ROOM ·
TO A DIFFERENT SEGMENT CONFIRM WITH MANUFACTURER BEFORE MAKING CHANGES
DEVICES SHALL BE CONNECTED TO SEGMENT INDICATED. IF A DEVICE NEEDS TO BE MOVED ·
SHOWN ON THE RISER. EACH SEGMENT REQUIRES (1) E-SPM-WM-A
MULTIPLE SEGMENTS MAY BE INTERCONNECTED THROUGH THE ECHO EXPANSION BRIDGE AS ·
MAXIMUM CABLE PER SEGMENT MAY NOT EXCEED 1600'·
-NO MORE THAN 16 CONTROL DEVICES PER SEGMENT (SWITCH, SENSOR, ect.)·
-NO MORE THAN 16 POWER DEVICES PER SEGMENT (ELD, ELVD, ect.)·
CONTROL DEVICES WITH THE FOLLOWING RESTRICTIONS:
U) CABLE MAY BE RUN TOPOLOGY FREE WITH MIXED POWER AND CONTROL DEVICES. (
(U) CABLE SHOWN ON RISER AS DAISY CHAIN WITH SEPARATE RUNS FOR POWER AND ·
3SCALE: NO SCALE
OCCUPANCY SENSOR CONTROL DETAIL
POWER
PACK
24V DC
CEILING
OCCUPANCY
SENSOR
ADDITIONAL
24V DC
CEILING
OCCUPANCY
SENSOR/S
LOAD
CONTROL OUTPUT
COMMON
+24VDC
CONTROL OUTPUT
COMMON
+24VDCB
LA
CK
RE
D
BL
UE
WHITE
BLACK
NEUTRAL
HOT
RED
RED
LOCAL
3-WAY
SWITCH
LOCAL
3-WAY
SWITCH
THREE WAY SWITCHING
POWER
PACK
24V DC
CEILING
OCCUPANCY
SENSOR
ADDITIONAL
24V DC
CEILING
OCCUPANCY
SENSOR/S
LOAD
CONTROL OUTPUT
COMMON
+24VDC
CONTROL OUTPUT
COMMON
+24VDC
BL
AC
K
RE
D
BL
UE
WHITE
BLACK
NEUTRAL
HOT
RED
RED
LOCAL
SINGLE POLE
SWITCH
NOTE:
QUANTITY AND LOCATION OF DEVICES AS INDICATED
ON PLANS. WIRE POWER PACK TO CIRCUIT INDICATED
ON PLAN DRAWINGS.
Drawing Scales
PA / PE:
Drawn By:Harriman Associates
c 2019
AUBURN
Harriman Project No.
Proj NorthKey Plan
AUBURN, MAINE
18676
PLUMBING LAB
COMMUNITY COLLEGE
CENTRAL MAINE
BOSTON PORTLAND PORTSMOUTH
Rev Date Revision Description
APRIL 2, 2019
CONSTRUCTION DOCUMENTS
JWT
PRA
E00.1
LEGEND
SCHEDULES
AND DETAILS
A
C
D
E
F
G
1 2 3 4 6 7 8
B
5
LP
E
PP
E
PW
D
F
48"
J
48"
J
J
R
R
R R
R
R R
R
R
F
J
J
J
EX
EX
J
J
C
HD
R R
R
R
R
R
R
R
R
R
R
R
R
R
R
R
R
R
F
R R
RR
EX
EX
HDGFI
A
GFI
A
EX
EX
PA
LA
C
WIRE WAYWIRE WAY
REMOVE
REMOVE
PROTECT DURING CONSTRUCTION
EXISTING CABLE TRAY TO REMAIN
ALL EXISITNG CONTROLS SHALL REMAIN.
OH DOOR OPERATOR - EXISTING TO REMAIN
SEE DEMOLITION NOTES-TYPICAL THIS AREA.
LP
EA
RELOCATE TO NEW CEILING
MAINTAIN LIGHTING CIRUCIT
FOR NEW LIGHTING LIGHTING CIRCUIT
NEW CEILING. MAINTAIN
SHALL BE RELOCATED TO
EXISTING LIGHTING FIXTURE
DEMOLITION NOTES:
1. REMOVE LIGHT FIXTURES TAGGED WITH AN "R" AND TURN OVER TO OWNER (PALLETIZE AND
PLASTIC WRAP FIXTURES FOR OWNER. REMOVE ASSOCIATED WIRING FOR LIGHT FIXTURES REMOVED.
(FIXTURES TAGED WITH "EX" ARE EXISTING TO REMAIN).
2. REMOVE PANELBOARDS PWD, PPE, AND LPE. TURN OVER INTERNAL COMPONENTS (GUTS AND
BREAKERS) TO OWNER.
3. REMOVE EMERGENCY LIGHTING AND EXIT SIGNAGE UNLESS NOTED OTHERWISE (UNO).
4. REMOVE WALL DEVICES ON WALLS SCHEDULED FOR REMOVAL.
5. REMOVE WIRE WAY
6. CABLE TRAY IS EXISTING TO REMAIN - PROTECT THROUGHOUT CONSTRUCTION.
7. REMOVE FIRE ALARM NOTIFICATION APPLIANCES. FIRE ALARM POWER SUPPLY ON
THE MEZZ. SHALL REMAIN. FIRE ALARM PULLSTATION SHALL REMAIN.
8. REMOVE PANELBOARD LPEA AND TURN OVER TO OWNER.
9. 45KVA TRANSFORMER SHALL BE REMOVED AND RETAINED FOR REUSE. REINSTALL
TRANSFORMER - SEE E20.* SERIES DRAWINGS.
10. PROTECT CABLE TRAY DURING CONSTRUCTION. COORDINATE WITH CMCC TO DISCONNECT
DATA CABLE AS CLOSE TO THE JACK AND PULL CABLE BACK TO THE MEZZANINE FOR FUTURE
INSTALLATION.
Drawing Scales
PA / PE:
Drawn By:Harriman Associates
c 2019
AUBURN
Harriman Project No.
Proj NorthKey Plan
AUBURN, MAINE
18676
PLUMBING LAB
COMMUNITY COLLEGE
CENTRAL MAINE
BOSTON PORTLAND PORTSMOUTH
Rev Date Revision Description
APRIL 2, 2019
CONSTRUCTION DOCUMENTS
JWT
PRA
E05.1
EXISTING
CONDITION
PLANS
A
C
D
E
F
G
1 2 3 4 6 7 8
B
5
DN
A
C
D
E
F
G
1 2 3 4 6 7 8
B
5
TS
1FIRST FLOORSCALE: 1/8" = 1'-0"
2SECOND FLOORSCALE: 1/8" = 1'-0"
A A A A A A A A
A A A A A A A A
A AA A A
A A A
A A A A AA A A A
A A A A AA A A A
A A A A AA A A A
AAA A A A A A A
AA A A A A A A
AA A A A A A A
AA A A A A A A
AA A A A A A A
AA A A A A A A
AA A A A A A
TOP BOTTOMTOP BOTTOM
PROTECT DURING CONSTRUCTION
EXISTING CABLE TRAY TO REMAIN
RC4
RC4
a2
b2
c2
2a
2c
2b
a1
c1
b1
2b
a1
b1
c1
LA-3
LA-5
LV1
LV2
B B B B
BBBB
OCWIRE TO EXISTING
LIGHTING CIRCUIT
RELOCATED TO NEW CEILING
EX
EXFIXTURE TO NEW CEILING
RELOCATE EXISTING
Drawing Scales
PA / PE:
Drawn By:Harriman Associates
c 2019
AUBURN
Harriman Project No.
Proj NorthKey Plan
AUBURN, MAINE
18676
PLUMBING LAB
COMMUNITY COLLEGE
CENTRAL MAINE
BOSTON PORTLAND PORTSMOUTH
Rev Date Revision Description
APRIL 2, 2019
CONSTRUCTION DOCUMENTS
JWT
PRA
E10.1
LIGHTING
PLANS
A
C
D
E
F
G
1 2 3 4 6 7 8
B
5
DN
A
C
D
E
F
G
1 2 3 4 6 7 8
B
5
TS
1FIRST FLOORSCALE: 1/8" = 1'-0"
2SECOND FLOORSCALE: 1/8" = 1'-0"
J
PP-8
PP
FA
PS
PP-14
LP
E1
PP
E1
LP
E2
PA
LA
J
JJ
LPE2-1
LPE2-7
LPE2-13
JJ
J
LPE1-13
LPE1-7LPE1-1
EXISTING CABLE TRAY TO REMAIN
110110110 110
LA-28
LPE2-4
SUPPLY
RETURN
RI RI
FEED FROM BELOW
MOUNT NEXT TO TRAP PRIMER
LPE2-6
LPE1-2
LA-34
COORDINATE WITH OWNER
PROVIDE TELEPHONE LINE
HD
RELOCATED TO NEW CEILING
EXISTING HEAT DETECTOR
COORDINATE WITH DIV. 22.
MOUNT UP NEXT TO TRAP PRIMER
CB30 CB30 CB30 CB30 CB30 CB30
DRDRDRDR DRDR DR
DR DR DR DR DRDRDR DR DR DRDR
DRDRDR
DRDRDRDR DRDRDR
CB30 CB30 CB30 CB20 CB20 CB20
BUS DUCT ( TYPICAL), SEE DETAIL ON E00.1.BUS DUCT ( TYPICAL), SEE DETAIL ON E00.1.
Drawing Scales
PA / PE:
Drawn By:Harriman Associates
c 2019
AUBURN
Harriman Project No.
Proj NorthKey Plan
AUBURN, MAINE
18676
PLUMBING LAB
COMMUNITY COLLEGE
CENTRAL MAINE
BOSTON PORTLAND PORTSMOUTH
Rev Date Revision Description
APRIL 2, 2019
CONSTRUCTION DOCUMENTS
JWT
PRA
E20.1
POWER AND SYSTEM
PLANS
MDP
PA
EXISTING
LAPOINT CENTER
JA
LB
ER
T H
ALL
SIMPLEX 4100U FIRE ALARM CONTROL PANEL
APPROXIMATE LOCATION OF EXISTING
AREA OF RENOVATION
FA
CP
010204060
EXISTING
2PARTIAL FIRE ALARM SINGLE LINESCALE: NO SCALE
1LOCATION PLANSCALE: 1" = 40'
FACP
FAPS
110 110
TO NEXT APPLIANCE
WIRE TO EXISTING IDC LOOP
EXTEND TRIPPING CIRCUIT - COORDINATE WITH SIMPLEX (JOHNSON CONTROLS)
LA PPE LPE
4#3/0+#6G-2 1/2"C
4#3/0+#6G-2 1/2"C
PSMLSM
4#3/0+#6G-2 1/2"C
EXISTING EXISTING
EXISTING
EXISTING
EXISTING
EXISTING
EXISTING
EXISTINGEXISTING EXISTING
EXISTING
IN BASEMENT.
LOCATION OF MDP
TECHNOLOGY BUILDING
REMOVEREMOVEREMOVE
RELOCATE
3PARTIAL SINGLE LINE (EXISTING)SCALE: NO SCALE
PWDMDP
EXISTING
UTILITY TRANSFORMER
LMTPMT
EXISTING EXISTING
EXISTING
LMT
EXISTING
LPPG
EXISTING EXISTING
EXISTING
LP1
EXISTING
EXISTING
LOCATION OF MP.
PP
MDP
PA
EXISTING
LA
4#3/0 +#6G-2 1/2"C
4#4/0 +#6G-2 1/2"C
PSMLSM
4#3/0 +#6G-2 1/2"C
EXISTING EXISTING
EXISTING
EXISTING
EXISTING
EXISTING
EXISTING
MDP
EXISTING
UTILITY TRANSFORMER
LMTPMT
EXISTING EXISTING
EXISTING
LMT
EXISTING
LPPG
EXISTING EXISTING
EXISTING
LP1
EXISTING
EXISTING
PP
4PARTIAL SINGLE LINE SCALE: NO SCALE
LPE2
EXISTING
RELOCATED
PPE1 LPE1
BUSDUCT
480-208Y/120V
45KVA
480-208Y/120V
45KVA
CIRCUIT BREAKER
ENCLOSED
480V, 100AMP SELF
BUSDUCT
BUSDUCT
BUSDUCT
BUSDUCT
BUSDUCT
3#2+#6G-2"C
3#2+#6G-2"C
4#6+#10G-1"C
4#6+#10G-1"C
4#2/0 +#6G-2"C
4#2/0 +#6G-2"C
3#2+#6G-2"C
FIRE ALARM LOOP AOM
R
J
J
NOTE #1
SD
SD
DAMPER
RETURN SMOKE
DAMPER
SUPPLY SMOKE
(OPENS ON ALARM)
N.C. CONTACT
SEE MECHANICAL
DRAWINGS FOR LOCATIONS
AND QUANTITIES
AOM AOM
RR NOTE #1
VFD
SUPPLY
FAN
VFD
RETURN
FAN
MECHANICAL
HVAC UNIT
FIRE ALARM LOOP HDHDFF
NOTES:
1. WIRE TO NEAREST PANEL ON GENERATOR WITH SPARE SPACE. UTILIZE 120V, 20A
SINGLE POLE CIRCUIT BREAKER. PROVIDE HANDLE LOCK ON CIRCUIT BREAKER AND
LABEL IN RED "FIRE ALARM SYSTEM" NEXT TO CIRCUIT BREAKER AND IN THE PANEL
DIRECTORY.
2. FAPS (FIRE ALARM POWER SUPPLY) ARE NOT SHOWN ON THE FLOOR PLANS. PROVIDE
THE NUMBER OF FAPS UNITS REQUIRED TO SERVE APPLIANCES SHOWN PLUS SPARE
CAPACITY AS SPECIFIED.
3. VERIFY LOCATION AND QUANTITY OF ALL SMOKE DAMPERS WITH THE MECHANICAL
DUCTWORK DRAWINGS. SEE THE DUCTWORK DRAWINGS TO ASSOCIATE THE SMOKE
DAMPERS WITH EACH AIR HANDLING UNIT FOR GROUPING. SMOKE DAMPERS SHALL BE
CONTROLLED AS A GROUP PER AIR HANDLING UNIT SERVED. DAMPERS TAGGED AS FD/SD
ARE A COMBINATION FIRE AND SMOKE DAMPER AND ARE TO BE TREATED/CONTROLLED
THE SAME AS A SMOKE DAMPER.
4. THE SHUTDOWN OF HVAC EQUIPMENT AND CLOSING OF ALL SMOKE DAMPERS SHALL BE
DONE DIRECTLY FROM THE FIRE ALARM SYSTEM AND NOT VIA THE DIVISION 23 AUTOMATIC
TEMPERATURE CONTROLS (ATC) SYSTEM.
RTRT
FIRE ALARM LOOP
Drawing Scales
PA / PE:
Drawn By:Harriman Associates
c 2019
AUBURN
Harriman Project No.
Proj NorthKey Plan
AUBURN, MAINE
18676
PLUMBING LAB
COMMUNITY COLLEGE
CENTRAL MAINE
BOSTON PORTLAND PORTSMOUTH
Rev Date Revision Description
APRIL 2, 2019
CONSTRUCTION DOCUMENTS
JWT
PRA
E50.1
SINGLE LINE
AND LOCATION PLAN
a1LEFT ROWS LA-3
NO TIME ON/OFF AS DIRECTED BY OWNER - SLV OVERRIDE ON/OFFDIMMING CONTROL
b1CENTER ROW LA-3
NO TIME ON/OFF AS DIRECTED BY OWNER - SLV OVERRIDE ON/OFFDIMMING CONTROL
c1RIGHT ROWS LA-3
NO TIME ON/OFF AS DIRECTED BY OWNER - SLV OVERRIDE ON/OFFDIMMING CONTROL
d1SPARE -
- --
d2- -
- --
b2CENTER ROW LA-5
NO TIME ON/OFF AS DIRECTED BY OWNER - SLV OVERRIDE ON/OFFDIMMING CONTROL
c2RIGHT ROWS LA-5
NO TIME ON/OFF AS DIRECTED BY OWNER - SLV OVERRIDE ON/OFFDIMMING CONTROL
RELAY # AREA CONTROLLEDFED FROM
PANEL
U.L. 924
RELAY
SCHEDULE
(PROGRAMMING)REMARKS
MOUNTING: WALL LOCATION: FIRST FLOORLOW VOLTAGE LIGHTING RELAY INVENTORY SCHEDULE - LV1
RELAY # AREA CONTROLLEDFED FROM
PANEL
U.L. 924
RELAY
SCHEDULE
(PROGRAMMING)REMARKS
MOUNTING: WALL LOCATION: SECOND FLOORLOW VOLTAGE LIGHTING RELAY INVENTORY SCHEDULE - LV2
a2LEFT ROWS LA-5
NO TIME ON/OFF AS DIRECTED BY OWNER - SLV OVERRIDE ON/OFFDIMMING CONTROL
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 4W
200
150A MAIN BRKR UV TRIP
SEE SPECS
SURFACE
1ST FLR
SEE RISERLPE1
TUB 1 OF 1 - REMARKS:
208/120VOLT BUSDUCT 100 3 1 1 0 500 --- --- 500 2 2 1 20 TRAP PRIMER
- - - 3 --- 0 --- 0 4 4 1 20 SPARE
- - - 5 --- --- 0 0 6 6 1 20 SPARE
208/120VOLT BUSDUCT 100 3 7 7 0 0 --- --- 0 8 8 1 20 SPARE
- - - 9 --- 0 --- 0 10 10 1 20 SPARE
- - - 11 --- --- 0 0 12 12 1 20 SPARE
208/120VOLT BUSDUCT 100 3 13 13 0 0 --- --- 0 14 14 1 20 SPARE
- - - 15 --- 0 --- 0 16 16 1 20 SPARE
- - - 17 --- --- 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
- - - 25 0 --- --- 26 - - -
- - - 27 --- 0 --- 28 - - -
- - - 29 --- --- 0 30 - - -
TOTAL AMPS: 1.4 500 0 0 TOTAL WATTS: 500
REMARKS:PROVIDE UNDERVOLTAGE TRIP ON MAIN CIRCUIT BREAKER
04/03/2019
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:
277/480
3P 4W
100
MLO
14K AIC
SURFACE
MEZZ.
EXISTINGPP
TUB 1 OF 1 - REMARKS:
SPARE 20 1 1 1 0 0 --- --- 0 2 2 1 20 EX. WALL PACK LIGHTS
SPARE 20 1 3 3 0 --- 0 --- 0 4 4 1 20 SPARE
SPARE 20 1 5 5 0 --- --- 0 6 - - -
- - - 7 942 --- --- 2826 8 8 3 15 AHU-1 SUPPLY FAN
- - - 9 --- 942 --- 10 - - -
- - - 11 --- --- 942 12 - - -
- - - 13 942 --- --- 2826 14 14 3 15 AHU-1 RETURN FAN
- - - 15 --- 942 --- 16 - - -
- - - 17 --- --- 942 18 - - -
EX. EF-9 20 3 19 19 0 0 --- --- 0 20 20 3 20 EX. EF-10
- - - 21 --- 0 --- 22 - - -
- - - 23 --- --- 0 24 - - -
EX. AIR COMP. 20 3 25 25 0 0 --- --- 0 26 26 3 20 EX. HV-2
- - - 27 --- 0 --- 28 - - -
- - - 29 --- --- 0 30 - - -
- - - 31 0 --- --- 32 - - -
- - - 33 --- 0 --- 34 - - -
- - - 35 --- --- 0 36 - - -
- - - 37 0 --- --- 38 - - -
- - - 39 --- 0 --- 40 - - -
- - - 41 --- --- 0 42 - - -
TOTAL AMPS: 6.8 1884 1884 1884 TOTAL WATTS: 5652
REMARKS:EXISTING SQUARE D NEHB
04/03/2019
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:
277/480
3P 4W
200
MLO
14K AIC
FLUSH
CORRIDOR
EXISTINGPA
TUB 1 OF 1 - REMARKS:
EX. WELDING LIGHT&EMER LTG 20 1 1 1 0 0 --- --- 0 2 2 1 20 EX. SHEET METAL LTG&EMER. LTG
EX. WELDING LIGHT 20 1 3 3 0 --- 0 --- 0 4 4 3 15 EX. EXHAUST FAN ELT
EX. WELDING LIGHT 20 1 5 5 0 --- --- 0 6 - - -
EX. ENTRY LIGHT W/MOTION 20 1 7 7 0 0 --- --- 8 - - -
EX. SHEET METAL LIGHT 20 1 9 9 0 --- 0 --- 0 10 10 1 20 EX. LIGHTS MEZZ
EX. SHEET METAL LIGHT 20 1 11 11 0 --- --- 0 0 12 12 1 20 SPARE
EX. SHEET METAL LIGHT 20 1 13 13 0 0 --- --- 0 14 14 1 20 SPARE
SPACE 1 - 15 0 --- 0 --- 0 16 16 1 20 SPARE
SPACE 1 - 17 0 --- --- 0 0 18 18 1 20 SPARE
EX. LIGHT CLASS ROOM 20 1 19 19 0 0 --- --- 0 20 20 1 20 SPARE
SPARE 20 1 21 21 0 --- 0 --- 0 22 22 1 30 EX. CIRCUIT
SPARE 20 1 23 23 0 --- --- 0 0 24 24 1 30 EX. CIRCUIT
EX. AHU - NO. 1 20 3 25 25 0 0 --- --- 0 26 26 3 40 EX. TRANSFORMER
- - - 27 --- 0 --- 28 - - -
- - - 29 --- --- 0 30 - - -
SPACE 1 - 31 0 0 --- --- 0 32 - 1 SPACE
- - - 33 --- 0 --- 34 - - -
- - - 35 --- --- 0 36 - - -
- - - 37 0 --- --- 38 - - -
- - - 39 --- 0 --- 40 - - -
- - - 41 --- --- 0 42 - - -
TOTAL AMPS: 0 0 0 0 TOTAL WATTS: 0
REMARKS:EXISTING WESTINGHOUSE
04/03/2019
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:
277/480
3P 4W
200
MLO
14K AIC
SURFACE
LAB
EXISTINGPPE
TUB 1 OF 1 - REMARKS:
SPARE 20 1 1 1 0 0 --- --- 0 2 2 1 20 SPARE
SPARE 20 1 3 3 0 --- 0 --- 0 4 4 1 20 SPARE
SPARE 20 1 5 5 0 --- --- 0 0 6 6 1 20 SPARE
SPARE 20 1 7 7 0 0 --- --- 0 8 8 1 20 SPARE
SPARE 20 1 9 9 0 --- 0 --- 0 10 10 1 20 SPARE
SPARE 20 1 11 11 0 --- --- 0 0 12 12 3 15 EX. EXHAUST FAN #8
SPARE 70 3 13 13 0 0 --- --- 14 - - -
- - - 15 --- 0 --- 16 - - -
- - - 17 --- --- 0 0 18 18 3 100 SPARE
EX TRANSFORMER 100 3 19 19 0 0 --- --- 20 - - -
- - - 21 --- 0 --- 22 - - -
- - - 23 --- --- 0 0 24 - 1 SPACE
SPACE 1 - 25 0 0 --- --- 0 26 - 1 SPACE
SPACE 1 - 27 0 --- 0 --- 0 28 - 1 SPACE
SPACE 1 - 29 0 --- --- 0 0 30 - 1 SPACE
SPACE 1 - 31 0 0 --- --- 0 32 - 1 SPACE
SPACE 1 - 33 0 --- 0 --- 0 34 - 1 SPACE
SPACE 1 - 35 0 --- --- 0 0 36 - 1 SPACE
- - - 37 0 --- --- 38 - - -
- - - 39 --- 0 --- 40 - - -
- - - 41 --- --- 0 42 - - -
TOTAL AMPS: 0 0 0 0 TOTAL WATTS: 0
REMARKS:EXISTING WESTINGHOUSE
04/03/2019
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:
277/480
3P 4W
400
MLO
10K AIC
SURFACE
BASEMENT
EXISTINGMDP
TUB 1 OF 1 - REMARKS: AMPS BELOW REFER TO SWITCH RATING. PROVIDE 200AMP FUSES IN SWITCH FOR PPE1.
EX. AIR COMP. PWR ENG. 30 3 1 1 0 0 --- --- 0 2 2 1 30 EX. SEWAGE EJECTORS
- - - 3 --- 0 --- 4 - - -
- - - 5 --- --- 0 6 - - -
SPACE 1 - 7 0 0 --- --- 0 8 - 1 SPACE
- - - 9 --- 0 --- 10 - - -
- - - 11 --- --- 0 12 - - -
SPACE 1 - 13 0 0 --- --- 0 14 - 1 SPACE
- - - 15 --- 0 --- 16 - - -
- - - 17 --- --- 0 18 - - -
EX. CIRCUIT (15A FUSED) 30 3 19 19 0 0 --- --- 0 20 20 1 100 EX. PANEL PP (MEZZ.)
- - - 21 --- 0 --- 22 - - -
- - - 23 --- --- 0 24 - - -
EX. PANEL PPE (NEW PPE1) 200 3 25 25 0 0 --- --- 0 26 - 3 SPACE USED BY PANEL PPE SW.
- - - 27 --- 0 --- 28 - - -
- - - 29 --- --- 0 30 - - -
EX. PANEL PA 200 3 31 31 0 0 --- --- 0 32 - 3 SPACE USED BY PANEL PA SW.
- - - 33 --- 0 --- 34 - - -
- - - 35 --- --- 0 36 - - -
EX. PANEL PSM 200 3 37 37 0 0 --- --- 0 38 - 3 SPACE USED BY PANEL PSM SW.
- - - 39 --- 0 --- 40 - - -
- - - 41 --- --- 0 42 - - -
TOTAL AMPS: 0 0 0 0 TOTAL WATTS: 0
REMARKS:EXISTING WESTING HOUSE FUSE PNL FDP
04/03/2019
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 4W
200
150A MAIN BRKR
14K AIC
SURFACE
LAB
EXISTINGLPE
TUB 1 OF 1 - REMARKS:
EX. LIGHTS SECOND FL 20 1 1 1 0 0 --- --- 0 2 2 1 20 EX. RECEPT NORTH WALL
EX. RECEPT WEST WALL 20 1 3 3 0 --- 0 --- 0 4 4 1 20 EX. RECEPT NORTH WALL
EX. RECEPT WEST WALL 20 1 5 5 0 --- --- 0 0 6 6 1 20 EX. RECEPT NORTH WALL
EX. RECEPT WEST WALL 20 1 7 7 0 0 --- --- 0 8 8 1 20 EX. CLASSROOM
EX. RECEPT SOUTH WALL 20 1 9 9 0 --- 0 --- 0 10 10 1 20 EX. RECEPT EAST WALL
EX. RECEPT SOUTH WALL 20 1 11 11 0 --- --- 0 0 12 12 1 20 EX. RECEPT EAST WALL
EX. CLASSROOM 20 1 13 13 0 0 --- --- 0 14 14 1 20 EX. RECEPT ON COL.
EX. RECEPT ON COL. 20 1 15 15 0 --- 0 --- 0 16 16 1 20 SPARE
EX. IN BOOTHS LIGHTS 20 1 17 17 0 --- --- 0 0 18 18 1 20 EX. RECEPT IN BOOTH
EX. IN BOOTHS LIGHTS 20 1 19 19 0 0 --- --- 0 20 20 1 20 EX. RECEPT IN BOOTH
FAN 20 1 21 21 0 --- 0 --- 0 22 22 1 20 EX. RECEPT IN CLASSROOM
- - - 23 --- --- 0 0 24 24 1 30 EX. JUNIOR
SPACE 1 - 25 0 0 --- --- 0 26 - 1 SPACE
SPACE 1 - 27 0 --- 0 --- 0 28 28 1 20 SPARE
EX. PANEL 412B 30 3 29 29 0 --- --- 0 0 30 - 1 SPACE
- - - 31 0 --- --- 0 32 32 3 100 EX.SPARE (WAS BUS DUCT)
- - - 33 --- 0 --- 34 - - -
SPARE 60 3 35 35 0 --- --- 0 36 - - -
- - - 37 0 --- --- 0 38 38 2 50 EX. CIRCUIT
- - - 39 --- 0 --- 40 - - -
SPACE (AT TOP OF PNL) 1 - 41 0 --- --- 0 0 42 - 1 SPACE (AT TOP OF PNL)
TOTAL AMPS: 0 0 0 0 TOTAL WATTS: 0
REMARKS:EXISTING WESTINGHOUSE
04/03/2019
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 4W
200
150A MAIN BRKR
14K AIC
FLUSH
CORRIDOR
EXISTINGLA
TUB 1 OF 1 - REMARKS:
EX. RECEPT BATHRM EXH FAN 20 1 1 1 0 0 --- --- 0 2 2 1 20 EX. LIGHT 412-A TOILETS
EX. LIGHTS 416-A 20 1 3 3 0 --- 0 --- 0 4 4 1 20 EX. LIGHTS
EX EXIT LIGHT 20 1 5 5 0 --- --- 0 0 6 6 1 20 EX. RECEPT416A REC
EX. RECEPT S.METAL STOR.RM BATH 20 1 7 7 0 0 --- --- 0 8 8 1 20 EX. RECEPT416A REC
EX. DOOR 20 1 9 9 0 --- 0 --- 0 10 10 1 20 EX. HEATER NO. 2
EX. HEATER NO. 1 20 1 11 11 0 --- --- 0 0 12 12 1 20 EX. HEATER NO. 6
EX. HEATER NO. 7 20 1 13 13 0 0 --- --- 0 14 14 1 20 EX. CIRCUIT
EX. WATER FOUNTAIN 20 1 15 15 0 --- 0 --- 0 16 16 1 20 EX. WALL HEATER
EX. EXH. FAN 4-8 20 1 17 17 0 --- --- 0 0 18 18 1 20 EX. CIRCUIT
EX. CONDENSATE 20 1 19 19 0 0 --- --- 0 20 20 1 20 EX. CELLAR RECEPT&LIGHTS
EX. PUMP CELLAR 20 1 21 21 0 --- 0 --- 0 22 22 1 20 EX. HEAT ROOM 412B
EX. TELEPOLE #4 20 1 23 23 0 --- --- 0 0 24 24 2 20 EX. TEMP AIR COMP
EX. TELEPOLE #5 20 1 25 25 0 0 --- --- 26 - - -
EX. TELEPOLE #2 20 1 27 27 0 --- 420 --- 420 28 28 1 20 * AHU ENERGY WHEEL
EX. TELEPOLE #3 20 1 29 29 0 --- --- 0 0 30 30 2 20 EX. OUTSIDE LIGHTS
EX. CLOCKS 20 1 31 31 0 0 --- --- 32 - - -
EX. FA POWER PANEL 20 1 33 33 0 --- 0 --- 0 34 34 1 20 * LULU HC LIFT
EX. HOT WATER TANK 25 2 35 35 0 --- --- 0 0 36 - 1 SPACE
- - - 37 0 --- --- 0 38 38 3 100 MAIN
SPACE 1 - 39 0 --- 0 --- 40 - - -
EX. ZONE VALVE POWER 1 41 41 0 --- --- 0 42 - - -
TOTAL AMPS: 1.2 0 420 0 TOTAL WATTS: 420
REMARKS:EXISTING WESTINGHOUSE, * = NEW CIRCUIT BREAKER
04/03/2019
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:
277/480
3P 4W
200
200A MAIN BRKR
SEE SPECS
SURFACE
2ND FLR
SEE RISERPPE1
TUB 1 OF 1 - REMARKS:
XFORMER FOR LPE2 100 3 1 1 0 0 --- --- 0 2 2 3 100 XFORMER FOR LPE1
- - - 3 --- 0 --- 4 - - -
- - - 5 --- --- 0 6 - - -
- - - 7 0 --- --- 8 - - -
- - - 9 --- 0 --- 10 - - -
- - - 11 --- --- 0 12 - - -
- - - 13 0 --- --- 14 - - -
- - - 15 --- 0 --- 16 - - -
- - - 17 --- --- 0 18 - - -
- - - 19 0 --- --- 20 - - -
- - - 21 --- 0 --- 22 - - -
- - - 23 --- --- 0 24 - - -
- - - 25 0 --- --- 26 - - -
- - - 27 --- 0 --- 28 - - -
- - - 29 --- --- 0 30 - - -
TOTAL AMPS: 0 0 0 0 TOTAL WATTS: 0
REMARKS:
04/03/2019
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 4W
200
150A MAIN BRKR UV TRIP
SEE SPECS
SURFACE
1ST FLR
SEE RISERLPE2
TUB 1 OF 1 - REMARKS:
208/120VOLT BUSDUCT 100 3 1 1 0 0 --- --- 0 2 2 1 20 SPARE
- - - 3 --- 1000 --- 1000 4 4 1 20 AHU RCPT AND LIGHT
- - - 5 --- --- 500 500 6 6 1 20 TRAP PRIMER
208/120VOLT BUSDUCT 100 3 7 7 0 0 --- --- 0 8 8 1 20 SPARE
- - - 9 --- 0 --- 0 10 10 1 20 SPARE
- - - 11 --- --- 0 0 12 12 1 20 SPARE
208/120VOLT BUSDUCT 100 3 13 13 0 0 --- --- 0 14 14 1 20 SPARE
- - - 15 --- 0 --- 0 16 16 1 20 SPARE
- - - 17 --- --- 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
- - - 25 0 --- --- 26 - - -
- - - 27 --- 0 --- 28 - - -
- - - 29 --- --- 0 30 - - -
TOTAL AMPS: 4.2 0 1000 500 TOTAL WATTS: 1500
REMARKS:PROVIDE UNDERVOLTAGE TRIP ON MAIN CIRCUIT BREAKER
04/03/2019
Drawing Scales
PA / PE:
Drawn By:Harriman Associates
c 2019
AUBURN
Harriman Project No.
Proj NorthKey Plan
AUBURN, MAINE
18676
PLUMBING LAB
COMMUNITY COLLEGE
CENTRAL MAINE
BOSTON PORTLAND PORTSMOUTH
Rev Date Revision Description
APRIL 2, 2019
CONSTRUCTION DOCUMENTS
JWT
PRA
E60.1
PANELBOARD
SCHEDULES