New ARCHITECTURAL DRAWINGS A00.1 ABBREVIATIONS AND … · 2019. 4. 15. · Graphic Scale AUBURN BOSTON PORTLAND PORTSMOUTH Graphic Scale Graphic Scale Graphic Scale Graphic Scale

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AUBURN PORTLAND PORTSMOUTHBOSTON

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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


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

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PA / PE:


Proj North

Plo

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APRIL 2, 2019

4/2/

2019

12:

37:4

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AUBURN, MAINE

18676

A00.1

MDL

MCM

ABBREVIATIONS ANDLEGENDS

2019


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


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


Graphic Scale



Key Plan


PA / PE:


Proj North

Plo

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APRIL 2, 2019

4/2/

2019

12:

43:4

7 PM

AUBURN, MAINE

18676

A10.1

MDL

MCM

DEMOLITION AND NEWFLOOR PLANS

2019


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


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 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 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


Graphic Scale



Key Plan


PA / PE:


Proj North

Plo

t Dat

e:


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


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


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


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


e3


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"


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


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


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"

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Graphic Scale



Key Plan


PA / PE:


Proj North

Plo

t Dat

e:


APRIL 2, 2019

4/2/

2019

12:

45:3

4 PM

AUBURN, MAINE

18676

A35.1

MDL

MCM

STAIR SECTIONS ANDDETAILS

2019


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


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.

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Key Plan


PA / PE:


Proj North

Plo

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e:


APRIL 2, 2019

4/2/

2019

4:1

3:46

PM

AUBURN, MAINE

18676

S10.1

JCF

DRC

FOUNDATION PLAN

2019


PLUMBING LAB

SCALE: 1/4" = 1'-0"A1 FOUNDATION PLAN


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


Graphic Scale



Key Plan


PA / PE:


Proj North

Plo

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e:


APRIL 2, 2019

4/2/

2019

4:1

4:02

PM

AUBURN, MAINE

18676

S20.1

JCF

DRC

FIRST FLOOR FRAMINGPLAN

2019


PLUMBING LAB


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)

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TYPICAL NOTES ANDDETAILS

2019


PLUMBING LAB


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

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LEGEND, SCHEDULES,GENERAL NOTES &

DETAILS

2019


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


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"

e1 e2 e3 e4

eA

eB

eC

eD

eE

eF

eH

eE'

eD'

A'

A

C

D

E

F

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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eC

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G

1 2 3 4 6 7 8

B

5

Graphic Scale


Graphic Scale


Graphic Scale

0 4' 8' 12'

1/8" = 1'-0"


PA / PE:


Proj North

Plo

t Dat

e:


APRIL 2, 2019

4/2/

2019

1:2

8:59

PM

AUBURN, MAINE

18676

P10.1

DWS

MAM

BELOW SLAB DRAINAGEPLANS

2019


PLUMBING LAB


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 URINAL CAP 2" W IN WALL

REMOVE EXISTING DRINKING FOUNTAIN

REMOVE EXISTING VENT PIPING

e1 e2 e3 e4

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A

C

D

E

F

G

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

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5

Graphic Scale


Graphic Scale


Graphic Scale

0 4' 8' 12'

1/8" = 1'-0"


PA / PE:


Proj North

Plo

t Dat

e:


APRIL 2, 2019

4/2/

2019

1:2

9:08

PM

AUBURN, MAINE

18676

P10.2

DWS

MAM

FIRST FLOOR DRAINAGEPLANS

2019


PLUMBING LAB


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 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"

e1 e2 e3 e4

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eC

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eF

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A

C

D

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F

G

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

e1 e2 e3 e4

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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


Graphic Scale


Graphic Scale

0 4' 8' 12'

1/8" = 1'-0"


PA / PE:


Proj North

Plo

t Dat

e:


APRIL 2, 2019

4/2/

2019

1:3

4:05

PM

AUBURN, MAINE

18676

P20.1

DWS

MAM

FIRST FLOOR SUPPLYPLANS

2019


PLUMBING LAB


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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eC

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eE

eF

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C

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G

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


Graphic Scale


Graphic Scale

0 4' 8' 12'

1/8" = 1'-0"


PA / PE:


Proj North

Plo

t Dat

e:


APRIL 2, 2019

4/2/

2019

1:3

4:16

PM

AUBURN, MAINE

18676

P20.2

DWS

MAM

ROOF PLAN SUPPLYPLANS

2019


PLUMBING LAB


SCALE: 1/8" = 1'-0"1 ROOF PLAN SUPPLYSCALE: 1/8" = 1'-0"2 ROOF PLAN SUPPLY

DN

B

e1 e2 e3 e4

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eC

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eF

eH

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A

C

D

E

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

e1 e2 e3 e4

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eF

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A

C

D

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F

G

1 2 3 4 6 7 8

B

5

Graphic Scale


Graphic Scale


Graphic Scale

0 4' 8' 12'

1/8" = 1'-0"


PA / PE:


Proj North

Plo

t Dat

e:


APRIL 2, 2019

4/2/

2019

1:2

8:16

PM

AUBURN, MAINE

18676

F10.1

DWS

MAM

LEGEND, NOTES & FIREPROTECTION PLANS

2019


PLUMBING LAB


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


Graphic Scale



Key Plan


PA / PE:


Proj North

Plo

t Dat

e:


APRIL 2, 2019

4/1/

2019

1:4

4:10

PM

AUBURN, MAINE

18676

M00.1

DWS

BPH

LEGEND & GENERALNOTES

2019


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.


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


Graphic Scale


0 2' 4' 6'

1/4" = 1'-0"

0 4' 8' 12'

1/8" = 1'-0"

Key Plan


PA / PE:


Proj North

Plo

t Dat

e:


APRIL 2, 2019

4/1/

2019

1:4

4:21

PM

AUBURN, MAINE

18676

M10.1

DWS

BPH

MECHANICAL

2019


PLUMBING LAB


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


Graphic Scale



Key Plan


PA / PE:


Proj North

Plo

t Dat

e:


APRIL 2, 2019

4/1/

2019

1:4

4:27

PM

AUBURN, MAINE

18676

M40.1

DWS

BPH

SCHEDULES

2019


PLUMBING LAB


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


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


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


Proj NorthKey Plan

AUBURN, MAINE

18676

PLUMBING LAB

COMMUNITY COLLEGE

CENTRAL MAINE

BOSTON PORTLAND PORTSMOUTH

Rev Date Revision Description

APRIL 2, 2019


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:


c 2019

AUBURN


Proj NorthKey Plan

AUBURN, MAINE

18676

PLUMBING LAB

COMMUNITY COLLEGE

CENTRAL MAINE



APRIL 2, 2019


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


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:


c 2019

AUBURN


Proj NorthKey Plan

AUBURN, MAINE

18676

PLUMBING LAB

COMMUNITY COLLEGE

CENTRAL MAINE



APRIL 2, 2019


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


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:


c 2019

AUBURN


Proj NorthKey Plan

AUBURN, MAINE

18676

PLUMBING LAB

COMMUNITY COLLEGE

CENTRAL MAINE



APRIL 2, 2019


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:


c 2019

AUBURN


Proj NorthKey Plan

AUBURN, MAINE

18676

PLUMBING LAB

COMMUNITY COLLEGE

CENTRAL MAINE



APRIL 2, 2019


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


c1RIGHT ROWS LA-3


d1SPARE -

- --

d2- -

- --

b2CENTER ROW LA-5


c2RIGHT ROWS LA-5


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


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


- - - 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


BUSES:PH & WIRES:

277/480

3P 4W

100

MLO

14K AIC

SURFACE

MEZZ.

EXISTINGPP


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 - - -


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


BUSES:PH & WIRES:

277/480

3P 4W

200

MLO

14K AIC

FLUSH

CORRIDOR

EXISTINGPA


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


BUSES:PH & WIRES:

277/480

3P 4W

200

MLO

14K AIC

SURFACE

LAB

EXISTINGPPE


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 - - -



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


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 - - -


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


BUSES:PH & WIRES:

120/208

3P 4W

200

150A MAIN BRKR

14K AIC

SURFACE

LAB

EXISTINGLPE


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)



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


BUSES:PH & WIRES:

120/208

3P 4W

200

150A MAIN BRKR

14K AIC

FLUSH

CORRIDOR

EXISTINGLA


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 - - -


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


BUSES:PH & WIRES:

277/480

3P 4W

200

200A MAIN BRKR

SEE SPECS

SURFACE

2ND FLR

SEE RISERPPE1


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 - - -


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


BUSES:PH & WIRES:

120/208

3P 4W

200

150A MAIN BRKR UV TRIP

SEE SPECS

SURFACE

1ST FLR

SEE RISERLPE2



- - - 3 --- 1000 --- 1000 4 4 1 20 AHU RCPT AND LIGHT

- - - 5 --- --- 500 500 6 6 1 20 TRAP PRIMER


- - - 9 --- 0 --- 0 10 10 1 20 SPARE

- - - 11 --- --- 0 0 12 12 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 - - -


REMARKS:PROVIDE UNDERVOLTAGE TRIP ON MAIN CIRCUIT BREAKER

04/03/2019

Drawing Scales

PA / PE:


c 2019

AUBURN


Proj NorthKey Plan

AUBURN, MAINE

18676

PLUMBING LAB

COMMUNITY COLLEGE

CENTRAL MAINE



APRIL 2, 2019


JWT

PRA

E60.1

PANELBOARD

SCHEDULES

Documents

New ARCHITECTURAL DRAWINGS A00.1 ABBREVIATIONS AND … · 2019. 4. 15. · Graphic Scale AUBURN BOSTON PORTLAND PORTSMOUTH Graphic Scale Graphic Scale Graphic Scale Graphic Scale