INDEX ASCC, MEZZANINE OFFICE GI002 SYMBOLS AND ... › wp-content › uploads › 2020 › 05 ›...

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WBRC A R C H I T E C T S E N G I N E E R S BANGOR, MAINE (207) 947-4511 SARASOTA, FLORIDA (941) 556-0757 WWW.WBRCAE.COM INDEX SHEET COMM PORTLAND, MAINE (207) 828-4511 Signatur Dat Owner Architect Contractor 4/23/2020 9:05:16 AM U:\Autodesk Autosaves\Revit\421204 - UM ASCC OFFICE RENO - ARCH_jessica.lothian.rvt 421204 GI001 ASCC, MEZZANINE OFFICE RENOVATION 35 FLAGSTAFF RD ORONO, MAINE 04469 GENERAL DRAWING GI001 COVER SHEET GI002 SYMBOLS AND ABBREVIATIONS GI003 CODE COMPLIANCE FLOOR PLANS GI004 FIRESTOPPING DETAILS CIVIL DRAWINGS SP101 SITE STAGING PLAN STRUCTURAL DRAWINGS S101 MEZZANINE AND SECOND FLOOR FRAMING PLANS S102 ROOF FRAMING PLAN S500 FRAMING SECTIONS AND DETAILS S501 FRAMING SECTIONS AND DETAILS ARCHITECTURAL DRAWINGS AD102 MEZZANINE FLOOR DEMOLITION PLAN AE101 FIRST FLOOR PLAN AND REFLECTED CEILING PLAN AE102 MEZZANINE PLAN AE103 ROOF PLAN AE112 MEZZANINE REFLECTED CEILING PLAN AE301 BUILDING SECTIONS AE401 ENLARGED PLANS AND INTERIOR ELEVATIONS AE501 DETAILS AE601 DOOR AND WINDOW SCHEDULES AF102 MEZZANINE/SECOND FLOOR FINISH PLAN AF601 FINISH LEGEND AND DETAILS FIRE PROTECTION DRAWINGS FD101 FIRST FLOOR FIRE PROTECTION REMOVALS PLAN FD102 MEZZANINE FIRE PROTECTION REMOVALS PLAN FX101 FIRST FLOOR FIRE PROTECTION PLAN FX102 MEZZANINE FIRE PROTECTION PLAN PLUMBING DRAWINGS PD102 PLUMBING REMOVALS PLANS PL102 PLUMBING PLANS PL501 PLUMBING DETAILS & SCHEDULES MECHANICAL DRAWINGS M-001 MECHANICAL LEGEND MD101 FIRST FLOOR MECHANICAL REMOVALS PLAN MD102 MEZZANINE MECHANICAL REMOVALS PLAN M-101 FIRST FLOOR MECHANICAL PLAN M-102 MEZZANINE MECHANICAL PLAN M-601 MECHANICAL SCHEDULES ELECTRICAL DRAWINGS E-001 ELECTRICAL LEGEND & LIGHT FIXTURE SCHEDULE ED101 FIRST FLOOR ELECTRICAL DEMO PLAN ED102 MEZZANINE ELECTRICAL DEMO PLAN EL101 FIRST FLOOR ELECTRICAL LIGHTING PLAN EL102 MEZZANINE ELECTRICAL LIGHTING PLAN EP101 FIRST FLOOR ELECTRICAL POWER & SYSTEMS PLAN EP102 MEZZANINE ELECTRICAL POWER & SYSTEMS PLAN EP103 ROOF ELECTRICAL POWER & SYSTEMS PLAN E-501 ELECTRICAL DETAILS E-601 PANELBOARD SCHEDULE ADVANCED STRUCTURES AND COMPOSITES CENTER UNIVERSITY OF MAINE 04.24.20 04.24.20 REV. DESCRIPTION DATE 0 ISSUED FOR BID 04.24.20

Transcript of INDEX ASCC, MEZZANINE OFFICE GI002 SYMBOLS AND ... › wp-content › uploads › 2020 › 05 ›...

Page 1: INDEX ASCC, MEZZANINE OFFICE GI002 SYMBOLS AND ... › wp-content › uploads › 2020 › 05 › ... · ad102 mezzanine floor demolition plan ae101 first floor plan and reflected

WBRCA R C H I T E C T S E N G I N E E R S

BANGOR, MAINE(207) 947-4511

SARASOTA, FLORIDA(941) 556-0757

WWW.WBRCAE.COM

INDEX

SHEET COMM

PORTLAND, MAINE(207) 828-4511

Signatur Dat

Owner

Architect

Contractor

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421204GI001

ASCC, MEZZANINE OFFICERENOVATION

35 FLAGSTAFF RD ORONO, MAINE 04469

GENERAL DRAWING

GI001 COVER SHEET

GI002 SYMBOLS AND ABBREVIATIONS

GI003 CODE COMPLIANCE FLOOR PLANS

GI004 FIRESTOPPING DETAILS

CIVIL DRAWINGS

SP101 SITE STAGING PLAN

STRUCTURAL DRAWINGS

S101 MEZZANINE AND SECOND FLOOR FRAMING PLANS

S102 ROOF FRAMING PLAN

S500 FRAMING SECTIONS AND DETAILS

S501 FRAMING SECTIONS AND DETAILS

ARCHITECTURAL DRAWINGS

AD102 MEZZANINE FLOOR DEMOLITION PLAN

AE101 FIRST FLOOR PLAN AND REFLECTED CEILING PLAN

AE102 MEZZANINE PLAN

AE103 ROOF PLAN

AE112 MEZZANINE REFLECTED CEILING PLAN

AE301 BUILDING SECTIONS

AE401 ENLARGED PLANS AND INTERIOR ELEVATIONS

AE501 DETAILS

AE601 DOOR AND WINDOW SCHEDULES

AF102 MEZZANINE/SECOND FLOOR FINISH PLAN

AF601 FINISH LEGEND AND DETAILS

FIRE PROTECTION DRAWINGS

FD101 FIRST FLOOR FIRE PROTECTION REMOVALS PLAN

FD102 MEZZANINE FIRE PROTECTION REMOVALS PLAN

FX101 FIRST FLOOR FIRE PROTECTION PLAN

FX102 MEZZANINE FIRE PROTECTION PLAN

PLUMBING DRAWINGS

PD102 PLUMBING REMOVALS PLANS

PL102 PLUMBING PLANS

PL501 PLUMBING DETAILS & SCHEDULES

MECHANICAL DRAWINGS

M-001 MECHANICAL LEGEND

MD101 FIRST FLOOR MECHANICAL REMOVALS PLAN

MD102 MEZZANINE MECHANICAL REMOVALS PLAN

M-101 FIRST FLOOR MECHANICAL PLAN

M-102 MEZZANINE MECHANICAL PLAN

M-601 MECHANICAL SCHEDULES

ELECTRICAL DRAWINGS

E-001 ELECTRICAL LEGEND & LIGHT FIXTURE SCHEDULE

ED101 FIRST FLOOR ELECTRICAL DEMO PLAN

ED102 MEZZANINE ELECTRICAL DEMO PLAN

EL101 FIRST FLOOR ELECTRICAL LIGHTING PLAN

EL102 MEZZANINE ELECTRICAL LIGHTING PLAN

EP101 FIRST FLOOR ELECTRICAL POWER & SYSTEMS PLAN

EP102 MEZZANINE ELECTRICAL POWER & SYSTEMS PLAN

EP103 ROOF ELECTRICAL POWER & SYSTEMS PLAN

E-501 ELECTRICAL DETAILS

E-601 PANELBOARD SCHEDULE

ADVANCED STRUCTURES AND COMPOSITES CENTERUNIVERSITY OF MAINE

04.24.2004.24.20

REV. DESCRIPTION DATE

0 ISSUED FOR BID 04.24.20

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NOTE: REFER TO STRUCTURAL, MECHANICAL, AND/OR ELECTRICAL DRAW INGS FOR ABBREVIATIONS SPECIFIC TO EACH DISCIPLINE.

AB ANCHOR BOLT, AUGER BORINGABI ALTERNATE BID ITEMAC ACOUSTIC AIR CONDITIONING, ASPHALTIC CONCRETEAD ACCESS DOORADD ALT ADDITIVE ALTERNATEADJ ADJUSTABLEAFF ABOVE FINISH FLOORAHU AIR HANDLING UNITALT ALTERNATEALUM ALUMINUMANOD ANODIZEAP ACCESS PANELAPC ACOUSTIC PANEL CEILINGAPPROX APPROXIMATEARCH ARCHITECTURALASB ASBESTOSASPH ASPHALTAUTO AUTOMATICAWP ACOUSTIC WALL PANEL

BDRM BEDROOMBIT. CONC BITUMINOUS CONCRETEBJ BAR JOISTBLDG BUILDINGBLK BLOCKBM BEAM, BENCHMARKBOT BOTTOMBRD BOARDBRG BEARINGBS BOTTOM OF STEPBSMT BASEMENTBTWN BETWEENBW BOTTOM OF WALL

CAB CABINETCAP CAPACITYCC CENTER TO CENTERCEM CEMENTCFM CUBIC FEET PER MINUTECFS CUBIC FEET PER SECONDCG CORNER GUARDCI CAST IRONCIR CIRCULATINGCJ CONSTRUCTION JOINT, CONTROL JOINTCLG CEILINGCLO CLOSETCLR CLEAR

CENTERLINECMU CONCRETE MASONRY UNITSCMU G1 GLAZED CMU, ONE SIDECMU G2 GLAZED CMU, TWO SIDESCO CLEANOUTCOL COLUMNCOMP'T COMPARTMENTCONC CONCRETECONN CONNECTIONCONST CONSTRUCTIONCONT CONTINUOUSCPT CARPETCS/CI CONTRACTOR SUPPLIED/ CONTRACTOR INSTALLEDCS/OI CONTRACTOR SUPPLIED/OWNER INSTALLEDCSK COUNTER SUNKCT CERAMIC TILECTE CONNECT TO EXISTINGCTR CENTERCUH CABINET UNIT HEATER

Ø DIAMETERDF DRINKING FOUNTAINDFD DOOR FRAME DIMENSIONDH DOUBLE HUNGDIA DIAMETERDIM DIMENSIONDN DOWNDTL DETAILDWG DRAWING

E EASTEA EACHEL, ELEV ELEVATIONELEC ELECTRICEMERG EMERGENCYEPS EXTRUDED POLYSTYRENEEQ EQUALEQUIP EQUIPMENTETC ETCETERAEW EACH WAYEXIST EXISTINGEXP EXPANSION, EXPOSEDEXP JT EXPANSION JOINTEXT EXTERIOR

FBO FURNISHED BY OTHERSFCO FLOOR CLEAN-OUTFD FLOOR DRAIN, FOOTING DRAINFE FIRE EXTINGUISHERFF FINISH FLOORFFE FINISHED FLOOR ELEVATIONFG FINISH GRADE, FIBERGLASSFHC FIRE HOSE CABINETFIG FIGUREFIN FINISHFO FUEL OILFOF FACE OF FOUNDATIONFOR FUEL OIL RETURNFOS FACE OF STUD, FUEL OIL SUPPLYFOUND FOUNDATIONFP FIREPROOFFR FRAME, FIRE RETARDANTFRT FIRE RETARDANT TREATEDFS FLOOR SINKFT FOOT, FEET, FINNED TUBEFTG FOOTINGFWP FABRIC WALL PANEL

GA GAUGEGALV GALVANIZEDGC GENERAL CONTRACTORGF/GI GOVT. FURNISHED/GOVT. INSTALLEDGF/CI GOVT. FURNISHED/CONTRACTOR INSTALLEDGI GALVANIZED IRONGOV'T GOVERNMENTGPM GALLONS PER MINUTEGR GRADEGRAN GRANULARGRD GROUNDGWB GYPSUM WALLBOARDGYP GYPSUM

HGT HEIGHTH&V HEATING AND VENTILATINGHB HOSE BIBHC HANDICAPPEDHCWD HOLLOW CORE WOOD DOORHDC HANDICAPPEDHDW HARDWAREHDWD HARDWOODHM HOLLOW METALHVAC HEATING, VENTILATING, AND AIR CONDITIONING

IN INSIDE DIAMETERINCL INCLUSIVEINFO INFORMATIONINSUL INSULATION, INSULATEDINT INTERIORIWP IMPACT RESISTANT WALL PROTECTION

JAN JANITOR CLOSETJCT JUNCTION

KV KILOVOLTKW KILOWATT

LAB LABORATORYLAV LAVATORYLBS POUNDSLF LINEAR FEETLFC LINOLEUM FLOOR COVERINGLGR LEDGERLP LOW POINTLR LIVING ROOMLT LIGHTLWC LIGHT WEIGHT CONCRETELVL LAMINATED VENEER LUMBER

MACH MACHINEMANUF MANUFACTURERMAS MASONRYMATL MATERIALMAX MAXIMUMMB MARKER BOARDMC MEDICINE CABINETMCB METAL CORNER BEADMECH MECHANICALMIN MINIMUMMIR MIRRORMISC MISCELLANEOUSMM MILLIMETERMO MASONRY OPENINGMR MOISTURE RESISTANTMS METAL STRIPMTD MOUNTEDMTL METAL

N NORTHN.I.C. NOT IN CONTRACTNO NUMBERNOM NOMINALNTS NOT TO SCALE

OA OVER ALLOB GL OBSCURE GLASSOC ON CENTEROD OUTSIDE DIAMETEROPNG OPENINGOPP OPPOSITEOS/CI OWNER SUPPLIED/CONTRACTOR INSTALLEDOS/OI OWNER SUPPLIED/OWNER INSTALLEDOVHD, OH OVERHEAD

P-1 PLUMBING FIXTURE TYPEPART PARTITIONPL PLATEPLAM PLASTIC LAMINATEPLAS PLASTERPLAST PLASTICPLYWD PLYWOODPNL PANELPNTD PAINTEDPOL POLISHEDPRELIM PRELIMINARYPSF POUNDS PER SQUARE FOOTPSI POUNDS PER SQUARE INCHPT PAINT, POINT, PRESSURE TREATEDPT DISP PAPER TOWEL DISPENSERPVC POLY VINYL CHLORIDEPVMT PAVEMENT

QT QUARRY TILE

R RADIUS, RISERRCP REFLECTED CEILING PLANRD ROOF DRAIN, ROADRECEP RECEPTACLEREF REFRIGERATORREINF REINFORCEMENTREQ'D REQUIREDREV REVISIONRF RESINOUS FLOORRL RAIN LEADERRM ROOMRO ROUGH OPENINGRS RESILIENT STAIR ACCESSORYRT RUBBER TILE

S SOUTHS DISP SOAP DISPENSERS&V STAIN AND VARNISHSCONC SEALED CONCRETESCWD SOLID CORE WOOD DOORSCH, SCHED SCHEDULESCR SUPPLY CEILING REGISTERSECT SECTIONSF SQUARE FEETSH SINGLE HUNGSHT SHEETSIM SIMILARSL SLOPESPECS SPECIFICATIONSSQ SQUARESQ FT SQUARE FEETSS SERVICE SINK, SANITARY SEWER, STAINLESS STEELSSURFACE SOLID SURFACEST STREETSTA STATIONSTD STANDARDSTL STEELSTOR STORAGESTRUCT STRUCTURALSUP SUPPORTSUSP SUSPENDSV SHEET VINYLSYM SYMMETRICAL

T TOP, TANGENT, THERMOMETERTB TACK BOARDTBA TOILET BATH ACCESSORIEST&B TOP AND BOTTOMT&G TONGUE AND GROOVET.O.C. TOP OF CONCRETET.O.M. TOP OF MASONRYT.O.S. TOP OF STEELT.O.W. TOP OF WALLTEL TELEPHONETEMP TEMPERATURE, TEMPORARYTERM TERMINALTHK THICKTHRU THROUGHTLT TOILETTP TOILET PARTITIONTPH TOILET PAPER HOLDERTRAN TRANSOMTS TOP OF STEP, TOP OF SILLTV TELEVISIONTYP TYPICALTYPE "X" UL APPROVED GWB

U&D UP AND DOWNUC UNDERCUTUNO UNLESS NOTED OTHERWISEUV UNIT VENTILATOR

VB VAPOR BARRIERVCT VINYL COMPOSITION TILEVERT VERTICALVEST VESTIBULEVIF VERIFY IN FIELDVTR VENT THROUGH ROOF

W WESTWAIN WAINSCOTWB RESILIENT WALL BASEWC WALL COVERINGW/ WITHW/O WITHOUTWC WATER CLOSETWD WIDTH, WINDOW DIMENSION, WOODWGL WIRE GLASSWP WATERPROOF, WEATHERPROOFWS WEATHERSTRIPPINGWT WEIGHTWW WELDED WIRE FABRIC

ROWS IDENTIFIED BY LETTERS INCREASING TOWARD THE TOP OF SHEET

DRAWING REFERENCEDFROM ANOTHER SHEET

DRAWING TITLE

DRAWING COORDINATEINDICATOR

SCALE OF DRAWING

COLUMNS IDENTIFIED BY NUMBERS INCREASING TOWARD THE RIGHT SIDE OF SHEET.

A

B

C

1 2 3 4

1 View Name

1/8" = 1'-0" R101

A1

B3

D

C

B

A

SHEET NUMBER DETAIL IS DRAW N ON

ROOM NAME

ROOM NUMBER

BREAK LINE

REVISION NUMBER

REVISION CLOUD

ELEVATION MARKER - SECTION

ELEVATION MARKER - PLAN

DOORNUMBER REFERENCE

WINDOW TYPE REFERENCE

WALL TYPE REFERENCE

COLUMN GRID REFERENCE

SHEET NUMBER ELEVATION IS DRAW N ON

INTERIOR ELEVATION REFERENCE

BUILDING / WALLSECTION NUMBER

SHEET NUMBER BUILDING /WALL SECTION IS DRAWN ON

BUILDING ELEVATION NUMBER

SHEET NUMBER ELEVATION IS DRAWN ON

MATCH LINE

4 HOUR RATED PARTITION

3 HOUR RATED PARTITION

2 HOUR RATED PARTITION

1 HOUR RATED PARTITION

DETAIL NUMBER

SYMBOLS

LINETYPESSMOKE BARRIER

STEEL & OTHER METAL PATTERN

CONCRETE BLOCK PATTERN

STONE CUT PATTERN

TERRA COTTA

CARPET AND PAD PATTERN

TILE, ACOUSTICALCEILING PATTERN

WOOD FLOORING PATTERN

BRICK PATTERN, GLAZED

SAND CLAY GRAVEL PATTERN

BRICK PATTERN

EROSION ANDSEDIMENTATION CONTROL,FILTRATION BED PATTERN

EARTHWORK GRAVELPATTERN, POROUS FILL

EARTHWORK ROCK PATTERN

EARTHWORK PATTERN,COMPACTED FILL PATTERN

RIPRAP PATTERN

SAND PATTERN

GLASS ELEVATION PATTERN

GYPSUM BOARD FINISH PATTERN

SEALANT AND BACKER ROD

INSULATION, RIGIDBOARD PATTERN

INSULATION, LOOSEFILL PATTERN

WOOD FINISH PATTERN

PARTICLE BOARD PATTERN

ORIENTED STRAND BOARD PATTERN

WOOD, GLUED-LAMINATED PATTERN

WOOD FRAMING,CONTINUOUS PATTERN

WOOD BLOCKING OR SHIM PATTERN

HATCH PATTERNS

EARTH, UNDISTURBED PATTERN

EARTH, CRUSHED ROCKGRAVEL PATTERN

EARTH, CRUSHED ROCKGRAVEL PATTERN

PLYWOOD PATTERN

10'-0"

Room name101

101

B

M2

1

A1011

SIM

CONCRETE POURED IN PLACE, PRECAST

ALUMINUM PATTERN

ASPHALT SHINGLE PATTERN

1/2 HOUR RATED PARTITION

KEYNOTE TAG?

A101

1

1 1

1

A1

AE101

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SHEET No.

E

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B

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PROJECT No.

W BRC CAD FILE:

A/E OF RECORD:

DRAW N BY:

PM:

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SHEET TITLE:

PROJECT:

BANGOR, MAINE 207-947-4511PORTLAND, MAINE 207-828-451

SARASOTA, FLORIDA 941-556-0757

WWW.WBRCAE.COM

WBRCA R C H I T E C T S • E N G I N E E R S

0

COPYRIGHT 2017 WBRCC

04.24.20

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SYMBOLS ANDABBREVIATIONS

ASCC, MEZZANINE OFFICERENOVATION

GI002

35 FLAGSTAFF RD ORONO, MAINE 04469

ISSUED FOR BID 04.24.20

FILE NAME - SHORT

ARCHITECTURAL ABBREVIATIONS DRAW ING AREA

ARCHITECTURAL SYMBOLS

REV. DESCRIPTION DATE

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FEC

11

3

4

5

6

7

8

9

10

AG BCDEF

EXISTING WORK AREA

CC1

CC3

CC5

EXISTING WORK AREA

CC1

CC2

11

6

7

8

9

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AG BCDEF

OPEN OFFICE

OPEN OFFICEOFFICE

OFFICE

OFFICE

OFFICE OFFICE

OFFICE

OFFICE

CONFERENCERM

OFFICEOFFICEOFFICEOFFICELOBBY

OPEN OFFICE

VEST.

MEN

WOMEN

CORRIDOR

CC6 CC3

CC2

CC4

CC6

BUILDING CODE ANALYSIS:

Code References: International Building Code (IBC) 2015 EditionInternational Existing Building Code (IEBC) 2015 EditionFire and Life Safety Code, NFPA 101, 2018 EditionADA Standards for Accessible Design 2010 editionUniform Plumbing Code 2015 edition

Existing Building Requirements (IEBC)Classification of Work (IEBC Chapter 7):Alteration – Level 2: Portions of the project that reconfigure space within the existing portions of the building, where the work area is less than 50% of the aggregate area of the building.

Project DescriptionMezzanine Floor Area (Gross Square Feet): 3,504Occupancy Use Group: B Business Construction Type: VB, combustible, unprotectedFire Protection System: The building is fire sprinklered

Height and Area Limitations:Max. Allow. Height: The proposed project does not increase the existing heightMax. Allow. Area: The proposed project does not increase the existing floor area

Occupancy Load (Table 1004.1.2): 3504/100 = 35 (30 max per State Fire Marshal)

Egress Requirements:Building Exits Required (Table 1006.2.1): 2Exit Remoteness: Distance between two exits to be not less than 1/3 the length of the overall diagonalExit Access Travel Distance (1017.2): Business = 300’Common Path of Egress Travel (1006.2.1): Business = 100’Minimum Egress Width (1005): Stairways 0.3” per person served, Doors, Ramps, and Corridors - 0.2” per person servedDead End Corridors (1020.4): Business = 50’

Having reviewed the project with the Office of the Maine State Fire Marshal, the project has proceeded conceptually by limiting occupants to 30 and utilizing a single means of egress. Upon further review of the applicable codes, the ASCC cannot meet all of the requirements necessary for a single means of egress. On 7/25/19 WBRC again met with the SFMO to review the project and the SFMO agreed to allow the existing stair into the lab below to serve as a second means of egress provided a 42” wide striped path to the nearest door be installed and kept clear as a path of egress. The occupant load shall be limited to 30, and a sign stating such shall be prominently posted.

Plumbing Fixture Requirements:Code Requirements (422.1):Business Occupancies15M / 15FTotal Required

WCs(M)1

1

Urinals1

1

WCs(F)2

2

Lavs(M)1

1

Lavs(F)1

1

D/Fs1

1

CODE COMPLIANCE PLAN NOTES

1. PROVIDE FIRESTOPPING AT PENETRATIONS IN FIRE-RATED WALL AND FLOOR-CEILING ASSEMBLIES. SEE SHEET GI003.

CODE COMPLIANCE PLAN KEYNOTES

CC1 EXISTING EXIT

CC2 MAXIMUM TRAVEL DISTANCE 205’

CC3 MAXIMUM TRAVEL DISTANCE 179’

CC4 NOT USED

CC5 42" WIDE PAINTED EGRESS PATH WITH 2”WIDE YELLOW LINES AND DIAGONAL STRIPES AT 12” O.C. PAINT PT5

CC6 12” X 8” SIGN STATING MAXIMUM OCCUPANT LOAD = 30MOUNTED 5’ ABOVE FLOOR

CODE COMPLIANCE PLAN LEGEND

EGRESS PATH

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SHEET No.

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SHEET TITLE:

PROJECT:

BANGOR, MAINE 207-947-4511PORTLAND, MAINE 207-828-451

SARASOTA, FLORIDA 941-556-0757

WWW.WBRCAE.COM

WBRCPROJECT NORTH

A R C H I T E C T S • E N G I N E E R S

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04.24.20

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CODE COMPLIANCEFLOOR PLANS

ASCC, MEZZANINE OFFICERENOVATION

GI003

35 FLAGSTAFF RD ORONO, MAINE 04469

ISSUED FOR BID 04.24.20

FILE NAME - SHORT

1/16" = 1'-0" AE301

A1 FIRST FLOOR CODE COMPLIANCE PLAN

1/16" = 1'-0" AE301

G1 MEZZANINE CODE COMPLIANCE PLAN

REV. DESCRIPTION DATE

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ELECTRICAL CONDUIT / CABLE (SINGLE OR BUNDLE UP TO 4" DIA)

ASSEMBLY VARIES SEE ARCHITECTURAL PLANS & DETAILS

ANNULAR FIRESTOPPING THICKNESS REQUIREMENTS TO COMPLY WITH ANSI/UL263 DESIGN No. CAJ3043 OR APPROVED EQUIVALENT

FLOOR PENETRATION FIRESTOP 1HR / 2HR FIRE - RATED ANSI\UL #263 DESIGN CAJ3043

FP- 5

NOTE:ANNULUS RANGING FROM POINT CONTACT TO 2" MAXIMUM

REINFORCED CONCRETE FLOOR

FIRESAFING INSULUL 1479/ASTM E814

FIRESTOP SEALANTUL 723/ASTM E119

STEEL DECK RIB

GYPSUM WALLBOARD

#

PARTITION TYPE VARIES - SEE PLAN

PARTITION TOP ASSEMBLY1HR / 2HR FIRE - RATED ANSI\UL #263 DESIGN HWS001

PT-1

FIRE DAMPERNFPA 101/90A-METHOD D2

ANNULAR FIRESTOPPING THICKNESS REQUIREMENTS TO COMPLY WITH ANSI/UL263-DESIGN No. FC7002 OR APPROVED EQUIVALENT

ASSEMBLY VARIES SEE ARCHITECTURAL PLANS & DETAILS

DUCTWORK

FIRESEAL ON FIRESAFING SYSTEMS SEE SPECS

DUCTWORK

FLOOR PENETRATION FIRESTOP1HR/2HR FIRE - RATED (FD REQUIRED) ANSI\UL #263 FC7002

FP- 1

ANNULAR FIRESTOPPING THICKNESS REQUIREMENTS TO COMPLY WITH ANSI/UL263-DESIGN No. FC7009 OR APPROVED EQUIVALENT

STEEL FLANGES

DUCTWORK

ASSEMBLY VARIES SEE ARCHITECTURAL PLANS & DETAILS

FIRESEAL ON FIRESAFING SYSTEM

WALL PENETRATION FIRESTOP1HR / 2HR FIRE - RATED (FD N-REQD) ANSI\UL #263 WL7009

W P- 1

DUCTWORK

ANNULAR FIRESTOPPING THICKNESS REQUIREMENTS TO COMPLY WITH ANSI/UL263-DESIGN No. CAJ7026 OR APPROVED EQUIVALENT

ASSEMBLY VARIES SEE ARCHITECTURAL PLANS & DETAILS

METALLIC PIPE 8" DIA OR LARGER

FIRESEAL ON FIRESAFING SYSTEMS SEE SPECS

WALL PENETRATION FIRESTOP1HR / 2HR FIRE - RATEDANSI\UL #263 DESIGN WL1029

W P- 2

STEEL PIPE SLEEVE 20 GA MIN

STEEL SLEEVE 20 GA MIN

METALLIC PIPE 8" DIA OR LARGER

ANNULAR FIRESTOPPING THICKNESS REQUIREMENTS TO COMPLY WITH ANSI/UL263-DESIGN No. CAJ8053 OR APPROVED EQUIVALENTASSEMBLY VARIES SEE ARCHITECTURAL PLANS & DETAILS

METALLIC PIPE 6" DIA OR SMALLER

FIRESEAL ON FIRESAFING SYSTEMS SEE SPECS

FLOOR PENETRATION FIRESTOP 1HR/2HR FIRE - RATEDANSI\UL #263 DESIGN FC8053

FP- 3

METALLIC PIPE 6" DIA OR SMALLER

NOMINAL 3/8" FIRESTOP SYSTEM (ANSI/UL 263 -DESIGN CAJ-2124)

ASSEMBLY VARIES SEE ARCHITECTURAL PLANS & DETAILS

CLIP AND STEEL ANCHOR

FLOOR PENETRATION FIRESTOP 2HR/3HR FIRE - RATEDANSI\UL #263 DESIGN CAJ2124

FP- 4

PLASTIC PIPE

FIRESTOP WRAP STRIP SYSTEM SCREW AND CLAMP

FIRE DAMPER EXCEPTEDNFPA 101/90A METHOD C2/GANNULAR FIRESTOPPING THICKNESS REQUIREMENTS TO COMPLY WITH ANSI/UL263-DESIGN No. FC7002 OR APPROVED EQUIVALENT

ASSEMBLY VARIES SEE ARCHITECTURAL PLANS & DETAILS

DUCTWORK

FIRESEAL ON FIRESAFING SYSTEMS SEE SPECS

DUCTWORK

FLOOR PENETRATION FIRESTOP1HR / 2HR FIRE - RATED (FD N-REQD) ANSI\UL #263 FC7002

FP- 7

ANNULAR FIRESTOPPING THICKNESS REQUIREMENTS TO COMPLY WITH ANSI/UL263-DESIGN No. WL1049 OR APPROVED EQUIVALENT

ASSEMBLY VARIES SEE ARCHITECTURAL PLANS & DETAILS

METALLIC PIPE 6" DIA OR SMALLER

FIRESEAL ON FIRESAFING SYSTEMS SEE SPECS

WALL PENETRATION FIRESTOP 1HR / 2HR FIRE - RATEDANSI\UL #263 DESIGN WL1049

W P- 3

METALLIC PIPE 6" DIA OR SMALLER

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BANGOR, MAINE 207-947-4511PORTLAND, MAINE 207-828-451

SARASOTA, FLORIDA 941-556-0757

WWW.WBRCAE.COM

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FIRESTOPPING DETAILS

ASCC, MEZZANINE OFFICERENOVATION

GI004

35 FLAGSTAFF RD ORONO, MAINE 04469

ISSUED FOR BID 04.24.20

FILE NAME - SHORT

1 1/2" = 1'-0"

E8 FP-5 FLOOR PENETRATION FIRESTOP

1 1/2" = 1'-0"

J8 PT-1 PARTITION TOP FIRESTOP

1 1/2" = 1'-0"

J11 FP-1 FLOOR PENETRATION FIRESTOP

1 1/2" = 1'-0"

J4 W P-1 W ALL PENETRATION FIRESTOP

1 1/2" = 1'-0"

E4 W P-2 W ALL PENETRATION FIRESTOP

1 1/2" = 1'-0"

A4 FP-3 FLOOR PENETRATION FIRESTOP

1 1/2" = 1'-0"

A11 FP-4 FLOOR PENETRATION FIRESTOP

1 1/2" = 1'-0"

A8 FP-7 FLOOR PENETRATION FIRESTOP

1 1/2" = 1'-0"

E11 W P-3 W ALL PENETRATION FIRESTOP

REV. DESCRIPTION DATE

Page 5: INDEX ASCC, MEZZANINE OFFICE GI002 SYMBOLS AND ... › wp-content › uploads › 2020 › 05 › ... · ad102 mezzanine floor demolition plan ae101 first floor plan and reflected

NEW STAGING AREA

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LONG ROAD DELIVERY

ENTRANCE FROM

RANGELEY ROAD SIDE

SIDEWALK TO DAILY

CHECK IN LOCATION

NEW 6' HIGH

CONSTRUCTION FENCE

NEW 24' WIDE GATE

EXISTING ASCC STORAGE

AREA TO REMAIN

APPROXIMATE LOCATION

OF MEZZANINE PROJECT

DAILY PROJECT

CHECK IN

O/H DOOR

SECONDARY ACCESS &

MATERIAL DELIVERY,

DOOR MAY ONLY BE

USED AFTER REQUIRED

CHECK-IN (CARD SWIPE

REQUIRED)

POSSIBLE CONTRACTOR

PARKING (±13 SPACES)

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421204-SP101.DWG

MEZZANINE OFFICE

RENOVATION

35 FLAGSTAFF ROAD, ORONO, MAINE 04469

SITE STAGING

PLAN

4212.04

1"=40'

SEP

TDP

PAM

SP101

LEGEND

PROPOSED

STAGING AREA

NOTES:

1. EXISTING SITE INFORMATION SHOWN ON THIS PLAN

IS BASED ON AERIAL IMAGERY FROM GOOGLE EARTH

AND IS FOR REFERENCE ONLY.

2. REFER TO SPEC SECTION 011400: WORK

RESTRICTIONS FOR SECURITY CHECK IN AND

SITE/BUILDING ACCESS REQUIREMENTS

0 ISSUED FOR BID 04.24.20

CONSTRUCTION FENCE

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AutoCAD SHX Text
BANGOR, MAINE 207-947-4511
AutoCAD SHX Text
A R C H I T E C T S E N G I N E E R S
AutoCAD SHX Text
SARASOTA, FLORIDA 941-373-1583
AutoCAD SHX Text
WWW.WBRCAE.COM
AutoCAD SHX Text
PORTLAND, MAINE 207-828-4511
AutoCAD SHX Text
No.
AutoCAD SHX Text
11833
Page 6: INDEX ASCC, MEZZANINE OFFICE GI002 SYMBOLS AND ... › wp-content › uploads › 2020 › 05 › ... · ad102 mezzanine floor demolition plan ae101 first floor plan and reflected

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AG BCDEF

REMOVE EXISTING I-JOIST

INFILL FLOOR OPENING w/ 16" I- JOISTS @ 16" o/c. FRAME TO EXISTING BEAMS AT EACH END WITH SIMPSON HU3516/22 HANGERS WITH WEB STIFFENERS

REMOVE EXISTING 2X12 LUMBER FLOOR JOISTS AND REPLACE WITH NEW 16" I- JOISTS 16" o/c. FRAME TO EXISTING BEAMS AT EACH END WITH SIMPSON HU3516/22 HANGERS WITH WEB STIFFENERS

16" I-JOISTS @16" o/c.

(E) 2x8 WOOD STUD WALL

S102G1

PLATFORM FRAME NEW JOISTS ONTO NEW 2x8 STUD WALL BELOW.

SIMPSON LSSR1.81Z SLOPEABLE HANGERS TO PSL BEAM

(E) MECH MEZZANINE

3-1/2 x16 PSL FLOOR HEADER

(E) COL (TYP.)

(E) MEZZANINE

( (E) 18'-4"± A.F.F.)

(E) 16" I-JOIST @ 16" o/c TYP.

(14'-0"± A.F.F.)

(E) 2x4 WOOD STUD WALL

(E) 2X6 WOOD STUD WALL

2x14 LVL STAIR STRINGERS @16" o/c

(E) 2x8 WOOD STUD WALL

S101A6

LIFT SHAFT

2ND FLOOR BELOW(12'-0"± A.F.F.)

INFILL LOWER LADDER OPENING w/ 2x6 JOISTS @ 16" o/c w/ SIMPSON U26 HANGERS

V.I.F

12'-11"

V.I.F

12'-11"

V.I.F

15'-0"

V.I.F

10'-10 3/8"

V.I.F

12'-11"

V.I.F

12'-11"

V.I

.F

16

'-8

"

V.I

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16

'-8

"

V.I

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16

'-8

"

VIF = VERIFY IN FIELD

(E) 2ND FLOOR OFFICE

(12'-0"± A.F.F.)

SIMPSON BA3.56/16 HANGER TO (E) BEAM

(14'-0"± A.F.F.)

2'-8"

ENTIRE MEZZANINE FLOOR TO RECEIVE AN ADDITIONAL LAYER OF FLOOR SHEATHING.

STAGGER NEW SHEATHING PANEL EDGES FROM EXISTING PANELS.

GLUE AND FASTEN WITH 10d NAILS 6" o/c ON PANEL EDGES, AND 8" o/c AT INTERMEDIATE SUPPORT LOCATIONS.

ALIGN

ALIGN

(18'-4 3/4" A.F.F.)

(E) PSL BEAM (TYP.)

SIMPSON U3516/20 HANGERS TO PSL BEAM.

SIMPSON BA3.56/16 HANGER TO (E) BEAM

(2) LAYERS SHEATHING

(2) LAYERS SHEATHING

(2) LAYERS OF SHEATHINGG10

S102

8

9

G

CONT. 2x12 LVL LEDGER.

H10

S500

H1

S500

12" I-JOISTS @ 16" o/c

A1

S501

H5

S500

MECH. MEZZANINE

SECOND FLOOR

(12'-0"± A.F.F.)

(2) 2x12 LVL

5 1/4x16 PSL BEAM

(E) 16 WBEAM

2'-2"19'-6"

(E) HSS COLUMN(2 PLACES)

5 1/4 x 5 1/4 PSL POST BELOW PSL BEAM BEARINGS DOWN TO TOP OF SLAB. PROVIDE SIMPSON ABU66Z POST BASE w/ SIMPSON TITEN HD ANCHOR (THDB62600H) AND SIMPSON LCE4 POST CAP, TYPICAL

(E) 28" I JOISTS @ 24" o/c

G1

S501

2X12 LVL JOISTS WITH SIMPSON ITS1.81/11.88 HANGER EACH END

(2) 2X12 LVL + 2x8 7/8 LVL BELOW LIFT WALL WITH SIMPSON U610 HANGER

2X12 LVL JOISTS. ALIGNED WITH STAIR STRINGERS ABOVE

2X10 LVL JOISTS RIPPED 8 7/8" DEEP. EQUAL SPACING. EL. [- 3"] FOR LIFT PITPROVIDE DOUBLE LVL JOIST BELOW LIFT TOW ER BASE HHUS48 HANGER

(3) 2X8 LVL STUD POSTS ALIGNED w/ LIFT RAIL BRACKET BOLTS

5 1/4x7 PSL COLUMN.

CONT. 2x12 LVL LEDGER.

V.I

.F.

14

'-5

" +

/-

V.I.F.

23'-9" +/-

(E) 4x4 POST

(E) 4x4 POST

(2)

2x1

0 L

VL

6'-0"

(2) 2X12 LVL + 2x8 7/8 LVL BELOW LIFT WALL WITH SIMPSON U610 HANGER

2X12 LVL LEDGER

ADD'L I-JOIST ALIGNED BELOW W ALL

4x4 PSL POST IN WALL BELOW LVL BEAM BEARING DOWN TO TOP OF SLAB. PROVIDE SIMPSON ABU44Z POST BASE w/ SIMPSON TITEN HD ANCHOR (THDB62600H) AND SIMPSON LCE4 POST CAP, TYPICAL

SIMPSON ITS3.56/9.5 HANGER EACH END

SIMPSON HHUS410 HANGER

MEZZANINE AND SECOND FLOOR FRAMING NOTES:

FLOOR CONSTRUCTION

1. ALL 16" I-JOISTS ARE 2-5/16" WIDE LVL FLANGE ENGINEERED WOOD I-JOISTS, SEE PLAN FOR DEPTH. ACCEPTABLE JOISTS PER MANUFACTURER'S DESIGNATION INCLUDE:

1.1. TRUS JOIST: TJI 3601.2. BOISE-CASCADE: BCI 60s 2.0

3. ALL FLUSH FRAMED JOIST AND BEAM CONNECTIONS SHALL BE MADE WITH METAL HANGER CONNECTORS. ACCEPTABLE CONNECTORS BY SIMPSON STRONG TIE ARE SPECIFIED ON THE PLANS AND DETAILS. SUBMIT ALTERNATE MANUFACTURER CONNECTORS WITH EQUAL CAPACITY FOR ENGINEER REVIEW AND APPROVAL.

WALL CONSTRUCTION:

1. STUD SIZING AS INDICATED @1'-4" o/c w/ SOLID WALL BLOCKING SPACED AT 8'-0" o/c VERTICAL TO ALIGN WITH WALL SHEATHING PANEL EDGES.

2. 19/32" PLYWOOD TO MATCH EXISTING INTERIOR WALL PLYWOOD SHEATHING.

3. ALL PANEL EDGES SHALL BE FASTENED WITH 8d NAILS AT 4" o/c TO FRAMING AND LOCKING AND AT 12" o/c IN THE PANEL FIELD TO INTERMEDIATE STUDS.

5. SEE ARCHITECTURAL DRAW INGS FOR WALL LAYOUT DIMENSIONS AND FLOOR-TO-FLOOR ELEVATIONS.

2. ALL 10" AND 12" I-JOISTS ARE 2-5/16" WIDE LVL FLANGE ENGINEERED WOOD I-JOISTS, SEE PLAN FOR DEPTH. ACCEPTABLE JOISTS PER MANUFACTURER'S DESIGNATION INCLUDE:

2.1. TRUS JOIST: TJI 3602.2. BOISE-CASCADE: BCI 60s 2.0

FLOOR DECK SPAN DIRECTION

4. FLOOR SHEATING PANELS:

23/32" THICK ADVANTECH SUBFLOORING

GLUE AND FASTEN WITH 10d RING SHANK NAILS 6" o/c ON PANEL EDGES, AND 8" o/c AT INTERMEDIATE SUPPORT LOCATIONS.

STRUCTURAL GENERAL NOTES

1. ALL DOCUMENTS ARE INSTRUMENTS OF SERVICE AND ARE COPYRIGHT PROPERTY OF WBRC ARCHITECTS / ENGINEERS. THEY MAY NOT BE REPRODUCED, ALTERED OR REUSED WITHOUT THE EXPRESS WRITTEN CONSENT OF WBRC ARCHITECTS / ENGINEERS.

2. DRAWINGS REPRESENT THE DESIGN INTENT OF THE PROJECT. IT IS THE CONTRACTOR’S RESPONSIBILITY TO DETERMINE THE MEANS AND METHODS OF CONSTRUCTION TO TRANSFORM THE DESIGN INTENT INTO THE PHYSICAL STRUCTURE.

3. STRUCTURAL DRAWINGS ARE NOT INDEPENDENT DOCUMENTS AND ARE INTENDED TO BE USED IN CONJUNCTION WITH ARCHITECTURAL DRAWINGS. REFER TO AND COORDINATE WITH THE ARCHITECTURAL, MECHANICAL, ELECTRICAL, PLUMBING, CIVIL AND APPROVED SHOP DRAWINGS FOR LOCATION AND DIMENSIONS OF CHASES, INSERTS, OPENINGS, SLEEVES, DEPRESSIONS, ETC. AND ATTACHMENT OF FINISHES.

4. REFER TO THE PROJECT MANUAL FOR GENERAL CONTRACT REQUIREMENTS AND DETAILED REQUIREMENTS FOR MATERIALS, WORKMANSHIP AND SHOP DRAWING SUBMITTALS. THESE NOTES SUPPLEMENT THE SPECIFICATIONS, WHICH SHALL BE REFERRED TO FOR ADDITIONAL REQUIREMENTS.

5. DO NOT SCALE DRAWINGS. ALL DIMENSIONS SHOWN ON THE STRUCTURAL DRAWINGS SHALL BE FIELD COORDINATED BY THE CONTRACTOR WITH THE ARCHITECTURAL, MECHANICAL, ELECTRICAL, PLUMBING AND APPROVED SHOP DRAWINGS. REPORT ANY INCONSISTENCIES TO THE ARCHITECT BEFORE PROCEEDING WITH THE WORK.

6. IF AN INCONSISTENCY EXISTS BETW EEN SPECIFICATIONS, PLANS, DETAILS AND GENERAL NOTES, THE MOST STRINGENT REQUIREMENT GOVERNS. DETAILS TAKE PRECEDENCE OVER GENERAL NOTES AND TYPICAL DETAILS.

7. THE STRUCTURAL DESIGN OF THE BUILDING IS BASED ON THE FULL INTERACTION OF ALL ITS COMPONENT PARTS. NO PROVISIONS HAVE BEEN MADE FOR CONDITIONS OCCURRING DURING CONSTRUCTION. ANY FAILURE TO MAKE PROPER AND ADEQUATE PROVISIONS FOR STRESSES AND STABILITY OCCURRING FROM ANY CAUSE DURING CONSTRUCTION SHALL BE THE SOLE RISK AND RESPONSIBILITY OF THE CONTRACTOR.

8. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND ELEVATIONS IN THE FIELD. NOTIFY THE ARCHITECT IMMEDIATELY, IN WRITING, OF ANY FIELD CONDITION UNCOVERED DURING CONSTRUCTION THAT IS NOT CONSISTENT WITH THE PLANS, THAT MAY BE STRUCTURALLY INADEQUATE, OR THAT WILL IMPAIR ARCHITECTURAL LAYOUTS OR ATTACHMENT OF FINISHES.

9. THE CONTRACTOR SHALL REVIEW AND APPROVE ALL SHOP DRAWING SUBMITTALS PRIOR TO SUBMITTAL TO THE ARCHITECT. ALL COPIES OF ALL SHOP DRAW INGS SHALL BEAR A STAMP FROM THE CONTRACTOR VERIFYING THEY HAVE REVIEWED AND APPROVED THE DRAWINGS FOR COMPLIANCE WITH THE CONTRACT DOCUMENTS SHOP DRAWINGS NOT BEARING THE CONTRACTOR'S APPROVAL STAMP WILL NOT BE REVIEWED AND SHALL BE RETURNED "REJECTED."

10. DETAILS SHOW N ON ANY DRAWING ARE TO BE CONSIDERED TYPICAL FOR ALL SIMILAR CONDITIONS, UNLESS NOTED OTHERWISE.

DEMOLITION AND SHORING

1. BEFORE PROCEEDING WITH ANY DEMOLITION, THE AREA MUST BE SURVEYED AND EVALUATED BY THE CONTRACTOR TO ENSURE THAT NO DAMAGE WILL BE MADE TO ANY STRUCTURE PROPERTY OR EQUIPMENT BEYOND THE DEMOLITION.

2. PROVIDE TEMPORARY SHORING AND BRACING FOR WALLS, FLOORS AND ROOFS DURING DEMOLITION AND MAINTAIN THIS TEMPORARY CONSTRUCTION IN PLACE UNTIL THE NEW STRUCTURAL WORK IS COMPLETED AND TIED TO THE REMAINING EXISTING CONSTRUCTION. REMOVE DEMOLISHED ITEMS PROMPTLY FROM THE BUILDING. DO NOT OVERLOAD THE EXISTING FLOORS WITH CONSTRUCTION DEBRIS.

3. REFER TO THE STRUCTURAL DRAWINGS FOR ANTICIPATED LOCATIONS AND EXTENTS OF TEMPORARY SHORING REQUIRED. EXACT EXTENT AND SHORING MEANS AND METHODS TO BE DETERMINED BY THE CONTRACTOR. THE CONTRACTOR SHALL RETAIN A EXPERIENCED SHORING FIRM OR PROFESSIONAL ENGINEER TO DEVELOP A SEQUENCE OF OPERATIONS, AND OVERSEE THAT THE EXISTING BUILDING IS SAFE AT ALL TIMES AND THAT PROPOSED NEW CONSTRUCTION IS PROPERLY SUPPORTED.

4. CONTRACTOR TO COORDINATE TEMPORARY SHORING TO PERMIT OW NER EQUIPMENT CURRENTLY IN THE MTL ROOM TO BE REMOVED THROUGH THE W ALL OPENING WHILE SHORING IS IN PLACE. REFERENCE G10/S102.

DESIGN LOADS

THE NEW STRUCTURAL ELEMENTS ARE DESIGNED TO CARRY THE FOLLOWING LIVE LOADS, IN ADDITION TO SPECIFIC MACHINERY AND EQUIPMENT LOADS, IN CONFORMANCE W ITH CHAPTER 16 OF THE 2015 EDITION OF THE INTERNATIONAL BUILDING CODE AND THE 2010 EDITION OF ASCE-7, "MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES."

1. GRAVITY LOADS:

A. FLOOR LIVE LOAD:i) 2ND FLOOR CORRIDOR/TOILET ROOMS: 80 PSFii) MEZZANINE OFFICE SPACE: 125 PSFiii) STAIR: 100PSF

B. ROOF SNOW LOAD DESIGN DATA:i) GROUND SNOW LOAD, PG: 80 PSFii) FLAT ROOF SNOW LOAD, PF: 56 PSFiii) SNOW EXPOSURE FACTOR, CE: 1.0iv) SNOW LOAD IMPORTANCE FACTOR, IS: 1.0v) THERMAL FACTOR, CT: 1.0vi) SLOPED ROOF FACTOR, CS: 1.0

STRUCTURAL ROUGH CARPENTRY

1. ALL NEW WOOD MEMBERS MUST HAVE A GRADE STAMP FROM THE ASSOCIATIONS HAVING JURISDICTION WHICH INDICATES SPECIES, GRADE, MILL NUMBER, MOISTURE CONTENT WHEN SURFACED OR STRESS RATING.

2. ALL NEW WOOD MEMBERS SHALL BE SURFACED DRY WITH A MAXIMUM MOISTURE CONTENT OF 19% AT TIME OF DRESSING.

3. WOOD CONNECTORS, FRAMING ANCHORS, DRILLED-IN ANCHORS AND OTHER ACCESSORIES SHALL BE APPROVED BY THE ARCHITECT/ENGINEER.

4. FASTENER (NAIL, BOLT, ETC.) SPACING, EDGE DISTANCE AND END DISTANCE MUST BE SUFFICIENT TO PREVENT WOOD SPLITTING.

5. REFER TO THE BUILDING CODE NAILING SCHEDULE FOR NAILING AND BOLTING NOT OTHERWISE SPECIFIED ON THE DRAWINGS.

ENGINEERED WOOD CONSTRUCTION

1. LVL INDICATES LAMINATED VENEER LUMBER. LVL SHALL HAVE THE FOLLOWINGMINIMUM DESIGN VALUES:

A. BENDING = 2,600 PSIB. SHEAR = 285 PSIC. MOE = 2,000 KSI

2. LVL SIZES INDICATED ON THE FRAMING PLAN ARE NOMINAL. PROVIDE ACTUAL SIZESAS LISTED BELOW:

A. 2x10 LVL = 1-3/4" x 9-1/2"B. 2x12 LVL = 1-3/4" x 11-7/8"C. 2X14 LVL = 1-3/4" x 14"

3. MULTIPLE LVL BEAMS SHALL BE FASTENED TOGETHER WITH A MINIMUM OFTWO ROWS OF SIMPSON SDWS TIMBER SCREWS PER FOOT. SCREW HEADS SHALL BE ON LOADED SIDE OF BEAM. SCREW LENGTH TO BE 1/8" LESS THAN MULTIPLY BEAM WIDTH PROVIDE ADDITIONAL SCREW MID DEPTH EACH SIDE OF FLUSH FRAMED BEAM CONNECTION.

4. PSL INDICATES PARALLEL STRAND LUMBER. PSL SHALL HAVE THE FOLLOWINGMINIMUM DESIGN VALUES:

BEAMS:A. BENDING = 2,900 PSIB. SHEAR = 290 PSIC. MOE = 2000 KSI

COLUMNSA. BENDING = 2,400 PSIB. COMPRESSION PARALLEL TO THE GRAIN = 2500 PSIC. MOE = 1800 KSI

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BANGOR, MAINE 207-947-4511

PORTLAND, MAINE 207-828-451

SARASOTA, FLORIDA 941-556-0757

WWW.WBRCAE.COM

WBRC

PROJECT NORTH

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421204

MEZZANINE AND SECONDFLOOR FRAMING PLANS

ASCC, MEZZANINE OFFICERENOVATION

S101

35 FLAGSTAFF RD ORONO, MAINE 04469

ISSUED FOR BID 04.24.20

FILE NAME - SHORT

1/8" = 1'-0" AE301

G6 MEZZANINE FRAMING PLAN

1/4" = 1'-0" AE301

A6 PARTIAL SECOND FLOOR FRAMING PLAN

12" = 1'-0"

STRUCTURAL GENERAL NOTES

REV. DESCRIPTION DATE

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HP-1 (800#)CENTER ON "9" LINESPREAD OVER (4) JOISTS

(E)

SL

OP

ED

RO

OF

TR

US

SE

S @

2'-

0"

o/c

SHORE ROOF TRUSSES TO INSTALL PSL BEAM

NEW PSL BEAM BELOW. SEE G10/S102

(E) 14" I-JOISTS @ 2'-0" o/c (TYP.)

(E) FLAT ROOF)

V.I.F

12'-11"

V.I.F

12'-11"

V.I.F

15'-0"

V.I.F

10'-10 3/8"

V.I.F

12'-11"

V.I.F

12'-11"

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6x6 KD WOOD SLEEPERS.

V.I.F.

33'-10"

6x6 KD WOOD SLEEPERS.

CU-ER (500#) CENTER BTWN 9 AND 10 LINES AND SPREAD OVER (4) JOISTS

6" TYP.

S102

A10

S102A10

INDICATES NEW SKYLIGHT DECK OPENING

8

9

G

2" x 10" LVL LEDGER

2x10 LVL LEDGER.

7"x9/1/2" 2-SPAN PSL HEADER

E1

S500

10" I-JOISTS 16" o/c

TEMPORARY SHORING REQUIRED FOR INSTALLATION OF PSL BEAM

LIFT SHAFT WALLS TO UNDERSIDE OF CEILING FRAMING

A1

S500

5 1/4 X7 PSL COLUMN TO UNDERSIDE OF HEADER.

CEILING JOIST @ 2'-0" O.C. ALIGNED WITH CEILING GRID. EL: 22'-4"

(2)

2x1

0 L

VL

(2)

2x1

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VL

HIG

H

(E) CRANE RAIL, BOTTOM OF BEAM @ EL 25'-6" +/-TO REMAIN.

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LE

DG

ER

2x6

2x6

2x6

2x6

2x6

2x6

(3) 2x6 ABOVE WALL

2x6

2x6

2x6

2x6

2x6

2x6

(3) 2X6 HDR LOW

TRIPLE STUD IN WALL BELOW BEAM BEARING EACH END DOWN TO BEAM BELOW.

ALIGN WITH WALL BELOW, SEE ARCH FOR LAYOUT

2X6 LEDGER LOW

SHEATHED CEILING

(EL: 26'-4"+/-)

2x4 STRAP ON TOP OF CEILING JOIST

(E) GLULAM COLUMN TO REMAIN

A1

S500

(2) 2x8 HEADERBELOW

LUS26 HANGER TYP.

LUS26-3 HANGER

FASTEN LEDGER TO EACH STUD w/ (1) SIMPSON SDWS TIMBER SCREW

89

SECOND FLOOR

12'-0"

MECH. MEZZ

EL: 14'-0"

MEZZANINE

EL: 18'-4 3/4"

REMOVE EXISTING LVL GIRT. CONTRACTOR SHALL TEMPORARILY BRACE AND SHORE WALL ABOVE PRIOR TO INSTALLATION OF PSL HEADER

FLOOR SLAB

0'-0"

7" x 9 1/2" PSL HEADER

5 1/4" X 7" PSL COLUMN IN WALL

5 1/4 X 7" PSL COLUMN IN WALL

(E) COLUMN

(E) COL

(E) 2x8 STUD WALLTEMP SHORE TO INSTALL HEADER.

NOTE:

SHEATH EACH SIDE OF WALL WITH PLYWOOD PANELS AND NAILING TO MATCH EXISTING. PROVIDE 2x8 PANEL EDGE BLOCKING AT ALL NEW WALLS.

(E) 2x8 STUD WALL

2x8 SPF WALL INFILL FRAMING @ 16" o/c

STAIR

LIFT LANDING

2X6 FRAMING 16" o/c MAX

LIFT PIT EL:11'-9"

16" I-JOISTS 16" o/c MAX

SIMPSON CC7-1/8 x 7-1/8 POST CAP

7" x 9 1/2" PSL HEADER

(E) 2x8 STUDS

(2) 2x8 STUD POST

T.O. HEADER

26'-4"

2x8 SPF WALL INFILL FRAMING @ 16" o/c

(2) 2x8 STUD POST

LEDGER

COORD w/ LIFT

5'-11" +/-

2 1/2"

WALL OPENING SHOWN REQUIRED FOR OWNER EQUIPMENT REMOVAL

OPTIONAL COLUMN SPLICE w/ SIMPSON HRS416Z STRAP EACH SIDE

SIMPSON MZ28Z ANGLE ON BACK SIDE OF BEAM TO COL.

SIMPSON MZ28Z ANGLE ON BACK SIDE OF BEAM TO COL.

EQ

EQ

EQ

EQ

EQ

4x4 SKYLIGHT OPENING(DO NOT CUT JOISTS, SHEATHING ONLY)

SIMSPON TB30 BRIDGINGREF. E5/S500

DOUBLE 2x4 PLATE ON ROOF SHEATHING EXTENDING 2'-6" BEYOND OPENING w/ (2) 8D NAILS AT 3" O.C. TO FRAMING AND SHEATHING FULL LENGTH, OVERLAP PLATES AT CORNERS

2x4 BLOCKING FLATWISE BETWEEN JOISTS AT UNDERSIDE OF SHEATHING. EXTEND 4'-0" BEYOND OPENING w/ (2) 8D NAILS AT 3" O.C. TO FRAMING AND SHEATHING

DOUBLE 2x4 PLATE ON ROOF SHEATHING EXTENDING 2'-6" BEYOND OPENING w/ (2) 8D NAILS AT 3" O.C. TO FRAMING AND SHEATHING FULL LENGTH. OVERLAP PLATES AT CORNERS

6x6 SKYLIGHT OPENING(DO NOT CUT JOISTS, SHEATHING ONLY)

SIMSPON TB30 BRIDGINGREF. E5/S500

2x4 BLOCKING FLATWISE BETWEEN JOISTS AT UNDERSIDE OF SHEATHING. EXTEND 4'-0" BEYOND OPENING w/ (2) 8D NAILS AT 3" O.C. TO FRAMING AND SHEATHING

(E)

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SHEET TITLE:

PROJECT:

BANGOR, MAINE 207-947-4511

PORTLAND, MAINE 207-828-451

SARASOTA, FLORIDA 941-556-0757

WWW.WBRCAE.COM

WBRC

PROJECT NORTH

A R C H I T E C T S • E N G I N E E R S

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421204

ROOF FRAMING PLAN

ASCC, MEZZANINE OFFICERENOVATION

S102

35 FLAGSTAFF RD ORONO, MAINE 04469

ISSUED FOR BID 04.24.20

FILE NAME - SHORT

1/8" = 1'-0"

A1 ROOF FRAMING PART PLAN

1/4" = 1'-0" S101

G1 2ND FLOOR CEILING FRAMING PART PLAN

1/4" = 1'-0" AE301

G10 W ALL FRAMING ELEVATION

1/2" = 1'-0" S102

A10 SKYLIGHT OPENING FRAMING

REV. DESCRIPTION DATE

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(E) I-JOIST

(E) RIMBOARD

(E) STUD WALL

WOOD I-JOIST,SEE PLAN

CONT. LVL LEDGER, SEE PLAN

MECH.

MEZZ.

SECOND

FLOOR

(E) WALL ABOVE

SIMPSON ITS2.37/11.88 HANGER

(E) WALL SHEATHING

FLOOR SHEATHING

SIMPSON SDWS TIMBER SCREWS AT EACH STUD

SIMPSON SDWS TIMBER SCREWS AT 8" o/c INTO RIM AND WALL PLATE

(E) WALL SHEATHING

2X12 LVL LEDGER.

(E) STUD WALL

SECOND

FLOOR

(E) WOOD RIM

ATTACH LEDGER TO WALL USING SIMPSON SDWS TIMBER SCREWS OR EQUAL. SEE SPACING LAYOUT (THIS DETAIL)

EQ

5 SCREWS PER 16" BAY

EQ EQ EQ

MIN

. 1 1

/2"

(E) WALL SHEATHING

SIMPSON ITS2.37/11.88 HANGER

FLOOR SHEATHING

WOOD I-JOIST, SEE PLAN

(E) WALL SHEATHING

(E) I-JOIST

(E) RIMBOARD

MECH.

MEZZ.

(E) WALL ABOVE

(E) WALL SHEATHING

WOOD I-JOIST,SEE PLAN

CONT. LVL LEDGER, SEE PLAN

SECOND

FLOOR

SIMPSON ITS2.37/11.88 HANGER

FLOOR SHEATHING

SIMPSON SDWS TIMBER SCREWS SEE H5/S500 FOR LAYOUT

2x4 BRACE @ 2'-0" o/c

(E) STEEL BEAM

CONT. 2x4 PLATE NAILED TO BOTTOM OF I-JOIST TO BRACE TO OF BEAM

PSL BEAM, SEE PLAN

SIMPSON TB30 TENSION BRIDGING OR EQUAL. INSTALL IN CROSSING PAIRS, SEE A10/S102 FOR SPACING

2'-0" 2'-0" 2'-0" 2'-0" 2'-0"

EXTEND BRIDGING 1 BAY BEYOND SKYLIGHT OPENING. EACH SIDE.

SKYLIGHT OPENING

(E) ROOF SHEATHING

(E) ROOF I-JOISTS

BLOCKING BEYOND, SEE A10/S102

BLOCKING BEYOND, SEE A10/S102 2'-6"2'-6"

G(E) 8" STUD WALL

7"x9 1/2" PSL HEADER

LVL BEAM, SEE PLAN WOOD I-JOISTS,

SEE PLAN

FLOOR SHEATHING

LIFT SHAT WALL

SECOND FLOOR CEILING (E) CRANE BEAM

MATCH ELEVATION

(E) STUD WALL

SECOND FLOOR CEILING

ATTACH LEDGER TO WALL USING SIMPSON SDWS TIMBER SCREWS. PROVIDE 3 SCREWS TO EACH STUD IN (E) WALL.

CONT LVL LEDGER, SEE PLAN

(E) WALL SHEATHING

SIMPSON ITS2.37/9.5 HANGER

FLOOR SHEATHING

WOOD I-JOIST, SEE PLAN

(E) WALL SHEATHING

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SHEET TITLE:

PROJECT:

BANGOR, MAINE 207-947-4511

PORTLAND, MAINE 207-828-451

SARASOTA, FLORIDA 941-556-0757

WWW.WBRCAE.COM

WBRCA R C H I T E C T S • E N G I N E E R S

0

COPYRIGHT 2017 WBRCC

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421204

FRAMING SECTIONS ANDDETAILS

ASCC, MEZZANINE OFFICERENOVATION

S500

35 FLAGSTAFF RD ORONO, MAINE 04469

ISSUED FOR BID 04.24.20

FILE NAME - SHORT

1 1/2" = 1'-0"

H1 FRAMING SECTION

1 1/2" = 1'-0"

H5 FRAMING SECTION

1 1/2" = 1'-0"

H10 FRAMING SECTION

3/4" = 1'-0"

E5 FRAMING SECTION

1/2" = 1'-0"

E1 FRAMING SECTION

1 1/2" = 1'-0" S102

A1 FRAMING SECTION

REV. DESCRIPTION DATE

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G

8" STUD WALLLVL BEAM, SEE PLAN

LVL FLOOR JOISTS, SEE PLAN

8" STUD WALL

WALL SHEATHING

SIMPSON ITS1.81/11.88 HANGER

FLOOR SHEATHING

SECOND

FLOOR

2x12 LVL RIM

WOOD I-JOISTS, SEE PLAN

LVL STAIR STRINGER

WALL SHEATHING

G

8" STUD WALL

SECOND

FLOOR

LIF

T P

IT

RE

CE

SS

ED

3"

LVL BEAM, SEE PLAN

2x10 LVL RIPPED 8 7/8" DEEP PIT FLOOR FRAMING

8" STUD WALL

WALL SHEATHING

SIMPON HU7 HANGER

FLOOR SHEATHING

FLOOR SHEATHING

WALL SHEATHING

WOOD I-JOIST, SEE PLAN

LVL RIM

7'-2" COORD WITH APPROVED LIFT SUBMITTAL

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SHEET TITLE:

PROJECT:

BANGOR, MAINE 207-947-4511

PORTLAND, MAINE 207-828-451

SARASOTA, FLORIDA 941-556-0757

WWW.WBRCAE.COM

WBRCA R C H I T E C T S • E N G I N E E R S

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421204

FRAMING SECTIONS ANDDETAILS

ASCC, MEZZANINE OFFICERENOVATION

S501

35 FLAGSTAFF RD ORONO, MAINE 04469

ISSUED FOR BID 04.24.20

FILE NAME - SHORT

1 1/2" = 1'-0" AE401

G1 FRAMING SECTION

1 1/2" = 1'-0" AE301

A1 FRAMING SECTION

REV. DESCRIPTION DATE

Page 10: INDEX ASCC, MEZZANINE OFFICE GI002 SYMBOLS AND ... › wp-content › uploads › 2020 › 05 › ... · ad102 mezzanine floor demolition plan ae101 first floor plan and reflected

UP

GENERAL REMOVAL NOTES

1. GENERAL CONTRACTOR (GC) SHALL FIELD VERIFY & REPORT EXISTING CONDITIONS AND DIMENSIONS PRIOR TO REMOVALS. IF DISCREPANCIES ARE FOUND. GC TO NOTIFY ARCHITECT FOR CLARIFICATION BEFORE COMMENCING WITH THE WORK.

2. THESE REMOVALS DRAWINGS HAVE BEEN PREPARED BASED UPON EXISTING CONSTRUCTION DOCUMENT DRAWINGS AND FIELD OBSERVATIONS. THE EXACT LOCATION OF THE BUILDING STRUCTURAL ELEMENTS (COLUMNS, BEAMS, LOAD BEARING WALLS, ETC.) MAY BE DIFFERENT IN THE FIELD THAN WHAT IS INDICATED OR ASSUMED ON THESE DRAWINGS. GC SHALL FIELD VERIFY THE LOCATION OF ALL BUILDING STRUCTURAL ELEMENTS. ALL BUILDING STRUCTURAL ELEMENTS SHALL REMAIN UNLESS INDICATED TO BE REMOVED ON THE STRUCTURAL DRAWINGS. ANY BUILDING STRUCTURAL ELEMENT INDICATED AS BEING REMOVED ON THIS DRAWING SHALL BE CONFIRMED WITH THE ARCHITECT PRIOR TO COMMENCING REMOVALS

3. GC AND SC ARE RESPONSIBLE FOR PROVIDING ALL REMOVALS AND PATCHING REQUIRED TO COMPLETE THEIR WORK IN ACCORDANCE WITH THE DESIGN INTENT.

4. PROTECT, REPLACE OR REPAIR ANY EXISTING CONSTRUCTION SCHEDULED TO REMAIN WHICH IS DAMAGED DURING REMOVALS.

5. GC SHALL PROVIDE REQUIRED SHORING OR TEMPORARY BRACING DURING REMOVALS

6. GC AND SUBCONTRACTORS (SC) FOR EACH TRADE ARE ADVISED THAT INFORMATION PERTINENT TO THEIR WORK MAY BE INDICATED OR DESCRIBED IN OTHER PORTIONS OF THE CONTRACT DOCUMENTS.

7. REFER TO SPECIFIC DRAWINGS FOR PLUMBING, HVAC AND ELECTRICAL REMOVALS WORK.

DEMOLITION PLAN KEYNOTES

D1 REMOVE EXISTING LOW WALL.

D2 REMOVE PORTION OF EXISTING WALL FORNEW DOOR AND SIDELITE.

D3 REMOVE EXISTING WALL.

D4 EXISTING WALL TO REMAIN.

D5 REMOVE DOOR FRAME

D6 REMOVE PORTION OF EXISTING WALL FOR NEW WINDOW.

D7 REMOVE EXISTING ROLLING DOOR ASSEMBLY.

D8 NOT USED

D9 EXISTING DUCTWORK TO REMAIN.

D10 EXISTING LADDER TO REMAIN.

D11 REMOVE PORTION OF EXISTING ROOF SHEATHING FOR NEW 6' X 6' SKYLIGHT. EXISTING RAFTERS TO REMAIN.

D12 REMOVE PORTION OF EXISTING ROOF SHEATHING FOR NEW 4' X 4' SKYLIGHT. EXISTING RAFTERS TO REMAIN.

D13 EXISTING EQUIPMENT TO BE MOVED, SEE MECH PLANS

D14 REMOVE RAILING, SAFETY CAGE ABOVE, AND DIAMOND PLATE FLOOR COVER.

D15 REMOVE LADDER AND CAGE DOWN TO FIRST FLOOR

EXISTING TO REMOVE

EXISTING TO REMAIN

LEGEND

11

6

7

8

9

10

AG BCDEF

OPEN MEZZANINE

D1

D2

1'-9 5/8" 5'-2 1/8"

D7

D1

D3

D1

D4D10

D4 D6 D6 D4

D9

D1

D11

D11

D11

D12

D12

D12

D12 D12

D12

D12

D12

D14

D13

D15

D5

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SHEET TITLE:

PROJECT:

BANGOR, MAINE 207-947-4511PORTLAND, MAINE 207-828-451

SARASOTA, FLORIDA 941-556-0757

WWW.WBRCAE.COM

WBRCPROJECT NORTH

A R C H I T E C T S • E N G I N E E R S

0

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04.24.20

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421204

MEZZANINE FLOORDEMOLITION PLAN

ASCC, MEZZANINE OFFICERENOVATION

AD102

35 FLAGSTAFF RD ORONO, MAINE 04469

ISSUED FOR BID 04.24.20

FILE NAME - SHORT

1/8" = 1'-0" AE301

A1 MEZZANINE DEMOLITION PLAN

REV. DESCRIPTION DATE

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H S

D

11 11

6 6

7 7

8 8

9 9

10 10

G

71 SF

MEN115W

71 SF

WOMEN116W

42 SF

ELEV. MECH114

111 SF

STAIR 110031 SF

VEST134C98 SF

ELEC.135M

124 SF

COMM. DIR.28

98 SF

VEST132C

1271 SF

MECHANICALTESTING LAB

117

518 SF

MECH RM.125M

74 SF

TELCOM122M

526 SF

LOBBY102C

74 SF

VEST101A

117

A1

A2

A3

A3

11

6 6

7 7

8 8

9

10

G

AFFGWB

10' - 5"

PROVIDE GWB CEILING SUSPENDED ON METAL FRAMING, SEE SPEC

A3

GENERAL NOTES:

1. ALL DRAWINGS ARE OF EQUAL IMPORTANCE IN DEFINING THE WORK OF THE CONTRACT DOCUMENTS. CONTRACTORS SHALL REVIEW ALL DRAWINGS BEFORE THE INSTALLATION OF THEIR WORK. SHOULD THERE BE A DISCREPANCY WITHIN AND BETWEEN THE DRAWINGS THAT WOULD CAUSE AN AWKWARD OR IMPROPER INSTALLATION NOTIFY ARCHITECT FOR CLARIFICATION PRIOR TO INSTALLATION OF SAID WORK. ANY WORK INSTALLED IN CONFLICT WITH THE ARCHITECTURAL DRAWINGS SHALL BE CORRECTED BY CONTRACTOR AT ITS EXPENSE AND AT NO ADDITIONAL COST TO OWNER OR ARCHITECT.

2. DO NOT SCALE DRAWINGS. THE DRAWINGS ARE NOT NECESSARILY TO SCALE - USE GIVEN DIMENSIONS. CONTRACTOR SHALL VERIFY ALL CONDITIONS AND DIMENSIONS AT THE JOB SITE PRIOR TO THE START OF CONSTRUCTION. IF DISCREPANCIES ARE FOUND, NOTIFY ARCHITECT FOR CLARIFICATION BEFORE COMMENCING THE WORK.

3. DIMENSIONS ARE TO FACE OF FRAMING UNLESS NOTED OTHERWISE.

4. NEW INTERIOR WALLS ARE TYPE W1, UNLESS NOTED OTHERWISE. SEE DETAILS ON A501 FOR ALL WALL TYPES.

5. PATCH AND REPAIR ALL AREAS AFFECTED BY RESTORATION WORK TO MATCH EXISTING.

6. WHEN PAINTING IS INDICATED FOR PREVIOUSLY PAINTED SURFACES, TEMPORARILY REMOVE WALL ACCESSORIES, COVER PLATES, ETC. TO ALLOW PAINTING BEHIND AND RESTORE EQUIPMENT TO ORIGINAL LOCATION.

7. PROVIDE CONCEALED BLOCKING AS REQUIRED TO SUPPORT WALL-MOUNTED EQUIPMENT, MILLWORK, AND ACCESSORIES. PATCH AND REFINISH TO MATCH EXISTING SURFACES. SEE INTERIOR ELEVATIONS FOR ADDITIONAL INFORMATION.

FIRST FLOOR PLAN KEYNOTES

A1 PROVIDE TEMPORARY WALL CONSTRUCTED FROM 2X4 STUDS W/PLYWOOD ON ONE SIDE. WALL SHALL BE SEALED TO PREVENT DUST PENETRATION

A2 WRAP FINISH AROUND NEW COLUMN

A3 PAINT ALL SURFACES, SEE FINISH AND CEILING PLAN NOTES

FIRST FLOOR PLAN LEGEND

NEW WALL, SEE DETAIL F7/AE501, TYP

EXISTING W ALL

NOTE: SEE AE112 FOR GENERAL CEILING PLAN NOTES

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SHEET TITLE:

PROJECT:

BANGOR, MAINE 207-947-4511PORTLAND, MAINE 207-828-451

SARASOTA, FLORIDA 941-556-0757

WWW.WBRCAE.COM

WBRCPROJECT NORTH

A R C H I T E C T S • E N G I N E E R S

0

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04.24.20

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421204

FIRST FLOOR PLAN ANDREFLECTED CEILING PLAN

ASCC, MEZZANINE OFFICERENOVATION

AE101

35 FLAGSTAFF RD ORONO, MAINE 04469

ISSUED FOR BID 04.24.20

FILE NAME - SHORT

1/8" = 1'-0" AE301

A1 FIRST FLOOR PLAN

1/8" = 1'-0" AE301

A8 FIRST FLOOR REFLECTED CEILING PLAN

REV. DESCRIPTION DATE

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UP

UP

FEC

F

11

6

7

8

9

10

AG BCDEF

MEN202

WOMEN203

OPEN OFFICE316

OFFICE309

OFFICE305

OFFICE304

OFFICE303

OFFICE317

OFFICE311

OFFICE318

OFFICE306

CONFERENCE RM307

OFFICE315

OPEN OFFICE314

OFFICE312

OFFICE310OPEN OFFICE

308

G8

AE301

A8

AE301

3'-6" 15'-11 3/4" 11'-3 5/8" 4'-7 3/8"

12'-5 3/8"

5 1/2"

12'-0"

5 1/2"

12'-0"

5 1/2"

12'-0"

5 1/2"

12'-0"

5 1/2"

10'-3 3/4"

5 1/2"

5'-1 7/8"

5 1

/2"

15

'-5

1/4

"

5 1

/2"

11

'-6

3/8

"

5 1

/2"

12

'-0

"

5 1

/2"

9'-10

"

5 1

/2"

23

'-1

1 7

/8"

5 1

/2"

9'-10

"

5 1

/2"

8'-8

"

5 1

/2"

8'-8

"

5 1

/2"

8'-8

"

5 1

/2"

6'-10

7/8

"

2'-6 3/4"

5 1/2"

11'-8"

5 1/2"

25'-5 1/2"

5 1/2"

5'-0"

5 1/2"

15'-11 3/4"

5 1/2"

9'-6"

5 1/2"

4'-7 3/8"

9'-11

1/2

"

5 1

/2"

5'-0

1/4

"

5 1

/2"

16

'-0

"

5 1

/2"

15

'-1

0 7

/8"

3 1

/2"

VIF

1'-6

"

1 1

/2"

30

3

30

4

30

5

30

6

307

309

318

317

315

314

316

31

3

31

2

31

1

310

202

203

LOBBY301

CORRIDOR302

308

CORRIDOR201

16

'-8

"1

6'-8

"1

6'-8

"1

6'-8

"

7 1/8"

12'-11" 12'-11" 15'-0" 10'-10 3/8" 12'-11" 12'-11"

6 1/2"

CAAAC A

A

AE401J1

G1

AE301

LIFT204

AE401E1

13'-0" 12'-0" 12'-0" 12'-0" 12'-0" 5'-0 1/4"

VEST.313

10'-4 3/8"

5 1/2"

15'-1 3/8"

A1

3 1/2" VIF

9'-4 1/2"

3 1/2"

4'-9"

B

A2

A3

2'-4 3/4"

5'-1

3/4

"

319

LADDER319

A4

204A 204B

W2

W2

W2

301

W4

W4

W4

W3W3W3

AE401E11

AE401A11

ALIGN

VIF

5'-2 1/8"

A5

A5

GENERAL NOTES:

1. ALL DRAWINGS ARE OF EQUAL IMPORTANCE IN DEFINING THE WORK OF THE CONTRACT DOCUMENTS. CONTRACTORS SHALL REVIEW ALL DRAWINGS BEFORE THE INSTALLATION OF THEIR WORK. SHOULD THERE BE A DISCREPANCY WITHIN AND BETWEEN THE DRAWINGS THAT WOULD CAUSE AN AWKWARD OR IMPROPER INSTALLATION NOTIFY ARCHITECT FOR CLARIFICATION PRIOR TO INSTALLATION OF SAID WORK. ANY WORK INSTALLED IN CONFLICT WITH THE ARCHITECTURAL DRAWINGS SHALL BE CORRECTED BY CONTRACTOR AT ITS EXPENSE AND AT NO ADDITIONAL COST TO OWNER OR ARCHITECT.

2. DO NOT SCALE DRAWINGS. THE DRAWINGS ARE NOT NECESSARILY TO SCALE - USE GIVEN DIMENSIONS. CONTRACTOR SHALL VERIFY ALL CONDITIONS AND DIMENSIONS AT THE JOB SITE PRIOR TO THE START OF CONSTRUCTION. IF DISCREPANCIES ARE FOUND, NOTIFY ARCHITECT FOR CLARIFICATION BEFORE COMMENCING THE WORK.

3. DIMENSIONS ARE TO FACE OF FRAMING UNLESS NOTED OTHERWISE.

4. NEW INTERIOR WALLS ARE TYPE W1, UNLESS NOTED OTHERWISE. SEE DETAILS ON A501 FOR ALL WALL TYPES.

5. PATCH AND REPAIR ALL AREAS AFFECTED BY RESTORATION WORK TO MATCH EXISTING.

6. WHEN PAINTING IS INDICATED FOR PREVIOUSLY PAINTED SURFACES, TEMPORARILY REMOVE WALL ACCESSORIES, COVER PLATES, ETC. TO ALLOW PAINTING BEHIND AND RESTORE EQUIPMENT TO ORIGINAL LOCATION.

7. PROVIDE CONCEALED BLOCKING AS REQUIRED TO SUPPORT WALL-MOUNTED EQUIPMENT, MILLWORK, AND ACCESSORIES. PATCH AND REFINISH TO MATCH EXISTING SURFACES. SEE INTERIOR ELEVATIONS FOR ADDITIONAL INFORMATION.

FLOOR PLAN KEYNOTES

A1 FLOOR INFILL, SEE STRUCTURAL DRAWINGS

A2 EXISTING DUCTWORK

A3 EXISTING STAIR

A4 PLYWOOD FLOOR INFILL TO FILL 2" RECESS, FLUSH WITH FINISH FLOOR

A5 BOXOUT AROUND PIPING

FLOOR PLAN LEGEND

NEW WALL, SEE DETAIL E1/AE501, TYP

EXISTING W ALL

FECSEMI-RECESSED FIRE EXTINGUISHER CABINET

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PROJECT:

BANGOR, MAINE 207-947-4511PORTLAND, MAINE 207-828-451

SARASOTA, FLORIDA 941-556-0757

WWW.WBRCAE.COM

WBRCPROJECT NORTH

A R C H I T E C T S • E N G I N E E R S

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421204

MEZZANINE PLAN

ASCC, MEZZANINE OFFICERENOVATION

AE102

35 FLAGSTAFF RD ORONO, MAINE 04469

ISSUED FOR BID 04.24.20

FILE NAME - SHORT

1/8" = 1'-0" AE301

A1 MEZZANINE PLAN

REV. DESCRIPTION DATE

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11

6

7

8

9

10

AG BCDEF

G8

AE301

A8

AE301

R4

R1

R1

R1

R3

R3

R5

R6

R2

R2

R2

R2R2R2

R2

R2

R7

GENERAL ROOF NOTES:

1. EXISTING ROOF MEMBRANE AND RIGID INSULATION TO REMAIN. PROTECT AND PATCH NEW PENETRATIONS WITH COMPATIBLE MATERIALS.

2. DO NOT BLOCK DRAINAGE SLOPES. PROVIDE NEW CRICKETING IF NEEDED.

ROOF PLAN KEYNOTES

R1 NEW 72”X72” ALUMINUM-FRAMED PYRAMID SKYLIGHT ON 12” HIGH SELF-FLASHING INSULATED CURB. GLAZING TO BE DOUBLE DOMED CLEAR POLYCARBONATE WITH INTEGRAL UV PROTECTION.

R2 NEW 48”X48” ALUMINUM-FRAMED PYRAMID SKYLIGHT ON 12” HIGH SELF-FLASHING INSULATED CURB. GLAZING TO BE DOUBLE DOMED CLEAR POLYCARBONATE WITH INTEGRAL UV PROTECTION.

R3 EXISTING ROOF-MOUNTED MECHANICAL EQUIPMENT TO REMAIN. RELOCATE GUY WIRES TO AVOID NEW SKYLIGHTS.

R4 EXISTING ROOF HATCH.

R5 REMOVE EXISTING ROOFTOP UNIT, PATCH AND REPAIR ROOF

R6 RELOCATE GUY WIRE

R7 REMOVE PORTION OF GUARDRAIL AT ROOF HATCH. WELD REMAINING OPEN PIPE, GRIND SMOOTH AND REPAINT.

NEW 6X6 KD WOOD SLEEPER, WRAP AND SEAL EPDM MEMBRANE, COORDINATE WITH MECHANICAL FOR ROOF MOUNTED EQUIPMENT LOCATIONS

EXISTING ROOF MEMBRANE

FASTEN W/(2) 4" HD SCREWS AT EACH JOIST THRU TOP FLANGE, ONE EACH SIDE

NEW LAP 6"

NOTES:

ANCHOR PIPE TO TOP MIDDLE AND BOTTOM OF GLULAM WITH CLAMPS

IF THE FLANGE OF PIPE BOOT OVERLAPS A FIELD OR FACTORY SEAM INSTALL AS PER MANUF. REQUIREMENTS

NEW 2" STEEL PIPE

NEW LAP SEALANT

NEW STAINLESS STEEL CLAMPING RING

NEW MEMBRANE PIPE BOOT

NEW CONTINUOUS ADHESIVE

EXISTING ROOF SYSTEM

EXISTING ROOF MEMBRANE

NEW LAP SPLICE

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SARASOTA, FLORIDA 941-556-0757

WWW.WBRCAE.COM

WBRCPROJECT NORTH

A R C H I T E C T S • E N G I N E E R S

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421204

ROOF PLAN

ASCC, MEZZANINE OFFICERENOVATION

AE103

35 FLAGSTAFF RD ORONO, MAINE 04469

ISSUED FOR BID 04.24.20

FILE NAME - SHORT

1/8" = 1'-0"

A1 ROOF PLAN

REV. DESCRIPTION DATE

1 1/2" = 1'-0"

A7 TYP W OOD SLEEPER

1 1/2" = 1'-0"

A10 PIPE BOOT DETAIL

Page 14: INDEX ASCC, MEZZANINE OFFICE GI002 SYMBOLS AND ... › wp-content › uploads › 2020 › 05 › ... · ad102 mezzanine floor demolition plan ae101 first floor plan and reflected

GENERAL CEILING PLAN NOTES:

1. REFER TO SHEET GI002 FOR ALL ABBREVIATIONS

2. ALL HEIGHTS GIVEN ARE FROM FINISHED FLOOR

3. CONTRACTOR TO VERIFY LOCATION OF MAIN CEILING TEE'S BEFORE PROCEEDING WITH FIXTURE INSTALLATION. NOTIFY ARCHITECT OF INTERFERENCES

4. NOTIFY ARCHITECT OF ANY DISCREPANCIES BETWEEN ARCHITECTURAL REFLECTED CEILING PLANS AND ELECTRICAL LIGHTING PLANS PRIOR TO CONSTRUCTION.

5. ALL CEILING GRILLES, TRIM EDGES, AND SLOT DIFFUSERS TO MATCH ADJACENT CEILING COLOR.

6. ALL SPRINKLER HEADS TO OCCUR AT CENTER OF TILE.

7. LAYOUT TILES AS SHOWN IN REFLECTED CEILING PLAN.

8. SUSPENDED CEILINGS TO BE 9'-0" AFF UNLESS NOTED OTHERWISE.

9. SEE ELECTRICAL, MECHANICAL, AND PLUMBING SHEETS FOR ADDITIONAL INFORMATION.

10. ALL RECESSED LIGHT FIXTURES IN ACOUSTIC PANEL CEILING GRID TO BE CENTERED IN THE TILE UNLESS NOTED OTHERWISE.

11. EXPOSED CEILING, SKYLIGHT WELLS & EXPOSED DUCTWORK TO BE PAINTED CEILING WHITE PT4. DO NOT PAINT GLULAMS.

11

6

7

8

9

10

AG BCDEF

G8

AE301

A8

AE301

A4

AE301

G1

AE301

AFFGWB

8' - 6"

AFFGWB

8' - 6"

AFFAPC-1

7' - 0 1/2"AFFAPC-1

7' - 0"

CEILING LEGEND

ELECTRICAL SYMBOLS INDICATING LIGHTING LOCATIONS, SPEAKERS, FIRE ALARM EQUIPMENT, EXIT SIGNS AND OCCUPANCY SYMBOLS. REFER TO EL SHEETS FOR SIZE/ TYPE OF FIXTURE

MECHANICAL SYMBOLS INDICATING SUPPLY DIFFUSER OR EXHAUST/ RETURN GRILLE LOCATIONS. REFER TO MH SHEETS FOR SIZE/ TYPE OF DIFFUSER/ GRILLE.

ACOUSTICAL PANEL CEILING 2'-0" x 2'-0" ON METAL SUSPENSION GRID,APC-1 UNO

6' X 6' SKYLIGHT, SEE DETAIL A10/A501

ACOUSTICAL PANEL CEILING 2'-0" x 2'-0" ON METAL SUSPENSION GRID,APC-2 UNO

4' X 4' SKYLIGHT

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SARASOTA, FLORIDA 941-556-0757

WWW.WBRCAE.COM

WBRCPROJECT NORTH

A R C H I T E C T S • E N G I N E E R S

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421204

MEZZANINE REFLECTEDCEILING PLAN

ASCC, MEZZANINE OFFICERENOVATION

AE112

35 FLAGSTAFF RD ORONO, MAINE 04469

ISSUED FOR BID 04.24.20

FILE NAME - SHORT

1/8" = 1'-0" AE301

A1 MEZZANINE REFLECTED CEILING PLAN

REV. DESCRIPTION DATE

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FIRST FLOOR0"

STORAGE FLR.18' - 4"

SECOND FLOOR12' - 0"

TRUSS BEARING 334' - 6 1/4"

11 8910

T.COL.30' - 0"

A8

AE301

OFFICE304

CORRIDOR302

OPEN OFFICE316

OPEN OFFICE314

6" BATT INSULATION

NEW 3/4" PLYWOOD FLOOR SHEATHING

MEZZ FLOOR18' - 4 3/4"

AE501E4

TOP OF PLATE35' - 3"

FIRST FLOOR0"

STORAGE FLR.18' - 4"

SECOND FLOOR12' - 0"

TRUSS BEARING 334' - 6 1/4"

AG BCDEF

T.COL.30' - 0"

G8

AE301

OFFICE310

OPEN OFFICE308

CORRIDOR302

OPEN OFFICE316

OFFICE317

1'-3 5/8"

15

'-6

1/4

"

AE501A7

AE501J1

SIM

AE501J4

SIM

T.O. NEWPLYWOOD18' - 4 3/4"

AE501E4

TOP OF PLATE35' - 3"AE501

A7Sim

FIRST FLOOR0"

SECOND FLOOR12' - 0"

8

T.COL.30' - 0"

G1

AE301

MEN202

WOMEN203

FIRST FLOOR0"

STORAGE FLR.18' - 4"

SECOND FLOOR12' - 0"

TRUSS BEARING 334' - 6 1/4"

G

T.COL.30' - 0"

A4

AE301

LOBBY301

LIFT204

CORRIDOR201

WOMEN203

MEZZ FLOOR18' - 4 3/4"

G10

S102

S501A1

TOP OF PLATE35' - 3"

AFFAPC-1

9' - 0"

AFFAPC-1

7' - 0 1/2"

AFFAPC-1

7' - 0"

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SHEET TITLE:

PROJECT:

BANGOR, MAINE 207-947-4511PORTLAND, MAINE 207-828-451

SARASOTA, FLORIDA 941-556-0757

WWW.WBRCAE.COM

WBRCA R C H I T E C T S • E N G I N E E R S

0

COPYRIGHT 2017 WBRCC

04.24.20

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421204

BUILDING SECTIONS

ASCC, MEZZANINE OFFICERENOVATION

AE301

35 FLAGSTAFF RD ORONO, MAINE 04469

ISSUED FOR BID 04.24.20

FILE NAME - SHORT

1/8" = 1'-0" AE102

G8 SECTION AT OFFICES - B

1/8" = 1'-0" AE102

A8 SECTION AT OFFICES - A

1/8" = 1'-0" AE112

A4 SECTION - TLT ROOMS

1/8" = 1'-0" AE102

G1 SECTION - TLT/LIFT

REV. DESCRIPTION DATE

Page 16: INDEX ASCC, MEZZANINE OFFICE GI002 SYMBOLS AND ... › wp-content › uploads › 2020 › 05 › ... · ad102 mezzanine floor demolition plan ae101 first floor plan and reflected

EB

F

EB

F

2'-2

"

3'-2"

3'-2" VIF

AE401

J8

AE401

J46'-2

"7

'-9

" V

IF

3'-2"

J11

AE401 J11SIM OPP HAND

9'-10 1/4"

E8

E4

MEN202

WOMEN203

SIM OPP HAND

SIM OPP HAND

AE401

E4

AE401E8

NEW GWB OR TILE BACKERBOARD OVER EXISTING PLYWOOD

NEW GWB OR TILE BACKERBOARD OVER EXISTING PLYWOOD

3'-2" 3'-2"

1'-7

"

1'-8"1'-6" 1'-8"1'-6"

3'-0

"3

'-5

"

2'-0"

3'-0

"

5 F

ULL

TIL

ES

, T

YP

SCHEDULED CT2 WALL TILE WITH JOLLY TOP TRIM

TBA2

BY OW NER

BY OW NER

TBA1

PT1, TYP.

5'-0

"

3'-0

"

1'-7" 1'-7"

2'-0

"

1'-7

"3'-5

"3

'-0

"

2'-0"

5 F

ULL

TIL

ES

, T

YP

SCHEDULED CT2 WALL TILE WITH JOLLY TOP TRIM

1'-3

"

BY OW NER

5 F

ULL

TIL

ES

, T

YP

.

3'-0

"

SCHEDULED CT2 WALL TILE WITH JOLLY TOP TRIM

PT1, TYP.

8

G F

G1

AE301

A1

AE401

LIFT204

CORRIDOR201

LOBBY301

7 1

/4"

5'-11

"

5 1

/2"4'-1

5/8

"

5 1/2"

4'-8 1/4"

5 1/2"

8'-10" 1'-0 3/4"

W2

W2W2

W6

SECOND FLOOR12' - 0"

G

LOBBY301

CORRIDOR201

AE401A4

AE401A7 T.O. NEW

PLYWOOD18' - 4 3/4"

S501G1

11"1'-0"

1 3/4" X 1 3/4" SHAPED WOOD HANDRAIL EACH SIDE

METAL SUPPORT BRACKETS @ 7'-6" OC MAX, PROVIDE BLOCKING IN WALL

STAIR STRINGERS CUT FROM 14" LVLS,SEE STRUCTURAL

SECOND FLOOR12' - 0"

SECOND FLOOR12' - 0"

3'-0

"

CONTINUOUS VINYL STAIR TREADS AND RISERS

RUBBER WALL BASE

RUBBER BASE EACH SIDE

3'-0

"

T.O. NEWPLYWOOD18' - 4 3/4"

1'-0"

PSL HEADER, SEE STRUCTURAL

STAIR STRINGERS CUT FROM 14" LVLS, SEE STRUCTURAL

SLOPEABLE JOIST HANGER, SIMPSON LSSR1.81Z OR EQUAL

(2) LAYERS OF FLOOR SHEATHINGAT TREADS

EXISTING FLOOR JOIST

GENERAL INTERIOR ELEVATIONS NOTES:

1. SEE FINISH PLANS FOR ADDITIONAL INFORMATION.

TOILET AND BATH ACCESSORIES

TBA1 HDPE SOLID PLASTIC TOILET PARTITION

TBA2 24”X36” MIRROR IN STAINLESS STEEL FRAME

TBA3 SURFACE-MOUNTED LIQUID SOAP DISPENSER

TBA4 SURFACE-MOUNTED DOUBLE-ROLL TOILET PAPER DISPENSER

TBA5 RECESSED STAINLESS STEEL COMBINATION FOLD-TYPE PAPER TOWEL DISPENSER AND WASTE RECEPTACLE.

11

B

5/8" GWB

1X3 FURRING AT 16"OC

EXISTING W ALL

TEAR AWAY L BEADEXISTING GLULAM COLUMN, NOT PAINTED

8

G

6" 6"

PROVIDE CLEARANCE FOR ACCESS TO BOLTS

W2

2X BLOCKING

5/8" GWB

SCHEDULED CT2 WALL TILE WITH JOLLY TOP TRIM

5 F

ULL

TIL

ES

PT1, TYP.

SCHEDULED CT2 WALL TILE WITH JOLLY TOP TRIM

OS/OI TOILET PAPER DISPENSER

5 F

ULL

TIL

ES

PT1, TYP.

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A/E OF RECORD:

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PM:

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SHEET TITLE:

PROJECT:

BANGOR, MAINE 207-947-4511PORTLAND, MAINE 207-828-451

SARASOTA, FLORIDA 941-556-0757

WWW.WBRCAE.COM

WBRCPROJECT NORTH

A R C H I T E C T S • E N G I N E E R S

0

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04.24.20

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421204

ENLARGED PLANS ANDINTERIOR ELEVATIONS

ASCC, MEZZANINE OFFICERENOVATION

AE401

35 FLAGSTAFF RD ORONO, MAINE 04469

ISSUED FOR BID 04.24.20

FILE NAME - SHORT

1/4" = 1'-0" AE102

J1 ENLARGED PLAN - BATHROOMS

1/4" = 1'-0" AE401

J8 W OMEN'S ROOM

1/4" = 1'-0" AE401

J4 MEN'S ROOM

1/4" = 1'-0" AE401

J11 TOILET ROOM SIDE W ALL

1/4" = 1'-0" AE102

E1 LIFT/STAIR ENLARGED PLAN

1/4" = 1'-0" AE401

A1 SECTION - STAIR

1" = 1'-0" AE401

A4 BOTTOM OF STAIR

1" = 1'-0" AE401

A7 TOP OF STAIR

1 1/2" = 1'-0" AE102

E11 FURRING AT GLULAM COLUMN

1 1/2" = 1'-0" AE102

A11 BOLTS AT GLULAM

1/4" = 1'-0" AE401

E4 MEN'S ROOM - NORTH

1/4" = 1'-0" AE401

E8 W OMEN'S ROOM - W EST

REV. DESCRIPTION DATE

Page 17: INDEX ASCC, MEZZANINE OFFICE GI002 SYMBOLS AND ... › wp-content › uploads › 2020 › 05 › ... · ad102 mezzanine floor demolition plan ae101 first floor plan and reflected

2x6 WOOD SILL PLATE

ONE LAYER OF 5/8" TYPE "X" GWB. ON BOTH SIDES OF 2x6 WOOD STUDS @ 16" OC

OUTLET BOX

CONTINUOUS ACOUSTIC SEALANT

SCHEDULED FLOOR

SCHEDULED BASE

BASE CONDITION COVER ALL SIDES OF ALL TEL. & ELEC. OUTLETS WITH 1/4" THICK ACOUSTICAL SEALANT BEFORE APPLYING GWB. DO NOT INSTALL OUTLETS BACK TO BACK. TO MAINTAIN MAX. SPACING BETWEEN OUTLETS ON OPP. SIDES OF PARTITIONS.

PLAN CONDITION

HEAD CONDITION

SEE TYPICAL HEAD CONDITION DETAIL J1/AE501, J4/AE501, OR J8/AE501

3" MINERAL WOOL INSULATION

EXISTING INSULATION

EXISTING 5/8" PLYWOOD ROOF DECK

EXISTING 1 3/4" x 14" WOOD I-JOISTSLOTTED

SLIP TRACK

1" AIR SPACE TO ALLOW ROOF DEFLECTION FILL WITH COMPRESSIBLE MINERAL WOOL

2x6 WOOD STUD WALL w/ 3" MINERAL WOOL INSULATION

5/8" GWB

2-2X6 TOP PLATE

FILL IN WALL ATTACH TO EXISTING JOIST

5/8" GWB

METAL EDGE J-TRIM

1 1

/2"

1 1

/2"

FLAT BLOCKING AT TRUSS WEBS BEYOND SO GWB DOES NOT NEED TO BE SCRIBED INTO JOIST

METAL EDGE TRIM

1 1

/2"

1 1

/2"

1 1

/2"

1'-2

"

EXISTING 1 3/4" x 14" WOOD I-JOIST

2x4 HANGERS @ 16" OC

3" MINERAL WOOL INSULATION

NEW 3/4" PLYWOOD UNDERLAYMENT

EXISTING FLOOR SHEATHING

EXISTING FLOOR FRAMING

MEZZ FLOOR18' - 4 3/4"

5/8" GWB

1/2" PLYWOOD2X6 WOOD STUDS @ 16" OC

5/8" GWB

TRIM EDGE OF PLYWOOD

NOTE:REFER TO E1/AE501 FOR TYPICAL W ALL CONSTRUCTION

NEW CRICKET

CE

NT

ER

LIN

E"L-BEAD, TYPALL-AROUND

SPRAY FOAM IN EA. STUD BAY & IN ALL GAPS, TYP.

5/8" GWB, PAINT W HITE

EXISTING ROOF INSULATION AND STRUCTURE

1/4" / 12"NEW 6" LAP

SKYLIGHT SILL

EXISTING ROOF MEMBRANE

VERIFY TRUSS SPACING IN FIELD

6'-0" (24" TRUSS SPACING)

NOTE: 6'-0 X 6'-0" SKYLIGHT CONDITION SHOWN, 4'-0" X 4'-0" SKYLIGHT SIMILAR

NEW SKYLIGHT WITH DOUBLE INSULATED CLEAR ACRYLIC DOME

MOTORIZED HORIZONTAL SHADE WITH WIRELESS CONTROL

NEW ROOF MEMBRANE"L-BEAD, TYP

ALL-AROUND

2X4 STUDS @ 16" OC

5/8" PLYWOOD

12

" M

IN

FACE OF SCHEDULED WALL

2'-0" X 2'-0" ACOUSTICAL PANEL CEILING WITH METAL EDGE TRIM

EXISTING PLYWOOD WALL

ONE LAYER OF 5/8" TYPE "X" GWB. ON 1X3 WOOD FURRING @ 16" OC

SCHEDULED FLOOR

SCHEDULED BASE

2x4 WOOD SILL PLATE

ONE LAYER OF 5/8" TYPE "X" GWB. ON 2x4 WOOD STUDS @ 16" OC

SCHEDULED FLOOR

SCHEDULED BASE

2x8 WOOD SILL PLATE

ONE LAYER OF 5/8" PLYWOOD SHEATHING BOTH SIDES OF 2x6 WOOD STUDS @ 16" OC

3" MINERAL W OOL

2x8 WOOD SILL PLATE

ONE LAYER OF 5/8" TYPE "X" GWB. ON BOTH SIDES OF 2x8 WOOD STUDS @ 16" OC

OUTLET BOX

CONTINUOUS ACOUSTIC SEALANT

SCHEDULED FLOOR

SCHEDULED BASE

BASE CONDITION COVER ALL SIDES OF ALL TEL. & ELEC. OUTLETS WITH 1/4" THICK ACOUSTICAL SEALANT BEFORE APPLYING GWB. DO NOT INSTALL OUTLETS BACK TO BACK. TO MAINTAIN MAX. SPACING BETWEEN OUTLETS ON OPP. SIDES OF PARTITIONS.

PLAN CONDITION

HEAD CONDITION

SEE TYPICAL HEAD CONDITION DETAIL J1/AE501, J4/AE501, OR J8/AE501

3" MINERAL WOOL INSULATION

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PROJECT:

BANGOR, MAINE 207-947-4511PORTLAND, MAINE 207-828-451

SARASOTA, FLORIDA 941-556-0757

WWW.WBRCAE.COM

WBRCA R C H I T E C T S • E N G I N E E R S

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DETAILS

ASCC, MEZZANINE OFFICERENOVATION

AE501

35 FLAGSTAFF RD ORONO, MAINE 04469

ISSUED FOR BID 04.24.20

FILE NAME - SHORT

1 1/2" = 1'-0"

E1 W 1 - 2X6 W OOD STUD W ALL, ACOUSTIC

1 1/2" = 1'-0"

J8 W ALL HEAD PERPENDICULAR TO FRAMING

1 1/2" = 1'-0" AE301

J1 W ALL HEAD AT ROOF DECK

1 1/2" = 1'-0" AE301

J4 W ALL HEAD PARALLEL TO FRAMING

REFER TO J8/AE501 FOR TYPICAL NOTES

1 1/2" = 1'-0" AE301

E4 W 2 - PERIMETER 2X6 W ALL

1 1/2" = 1'-0" AE301

A7 6'-0" x 6'-0" SKYLIGHT DETAIL, 4'-0" X 4'-0" SIM

3" = 1'-0"

J11 TYP SUSPENDED CEILING

1 1/2" = 1'-0"

A1 W 3 - 1X3 W OOD STUD FURRING

1 1/2" = 1'-0"

A4 W 4 - 2x4 W OOD STUD CHASE

REFER TO J8/AE501 FOR TYPICAL NOTES

REV. DESCRIPTION DATE

1 1/2" = 1'-0"

F7 W 5 - 2X6 W OOD STUD W ALL, PLYW OOD

1 1/2" = 1'-0"

F11 W 6 - 2X8 W OOD STUD W ALL, ACOUSTIC

Page 18: INDEX ASCC, MEZZANINE OFFICE GI002 SYMBOLS AND ... › wp-content › uploads › 2020 › 05 › ... · ad102 mezzanine floor demolition plan ae101 first floor plan and reflected

A B

TY

P.

AS

SC

HE

D.

TYP.

AS SCHED.

3'-7

"2

'-11

" 6"

6" 6"

GL-1

2" HM DOOR FRAME

SOLID CORE WOOD DOOR

FILL WITH MINERAL WOOL

SCHEDULED WALL TYPE

VERIFY

2" FIXED HM WINDOW FRAME

FILL WITH MINERAL WOOL

VERIFY

SCHEDULED WALL TYPE

DOOR AND WINDOW GENERAL NOTES:

1. HOLLOW METAL FRAMES TO BE 16 GA, PRIME PAINTED, PUNCHED WITH SILENCERS.

2. DOORS TO BE SOLID CORE WOOD WITH STAIN GRADE WOOD VENEER FACE TO MATCH DOORS IN EXISTING BUILDING.

3. GLAZING (GL-1) TO BE 1/4” CLEAR LAMINATED SET IN ACOUSTIC GASKETS.

DOOR HARDWARE SCHEDULE

HW1 (ENTRY AND VESTIBULE): CYLINDRICAL LOCKSET (STOREROOM FUNCTION), LEVER HANDLE ELECTRIC STRIKE, CARD READER, HINGES (NRP), CLOSER, KICKPLATE, WALL STOP, CYLINDER. CONNECT TO POWER SUPPLY AND BUILDING ACCESS CONTROL SYSTEM

HW2 (OPEN OFFICE): CYLINDRICAL LOCKSET (CLASSROOM FUNCTION WITH EMERGENCY LOCKDOWN THUMBTURN), LEVER HANDLE, HINGES, CLOSER, KICKPLATE, WALL STOP, CYLINDER.

HW3 (CONFERENCE ROOM): CYLINDRICAL LOCKSET (CLASSROOM FUNCTION WITH EMERGENCY LOCKDOWN THUMBTURN), LEVER HANDLE, HINGES, KICKPLATE, WALL STOP, CYLINDER.

HW4 (OFFICE): CYLINDRICAL LOCKSET (OFFICE FUNCTION WITH EMERGENCY LOCKDOWN THUMBTURN), LEVER HANDLE, HINGES,

WALLSTOP, CYLINDER.

HW5 (TOILET ROOM): PUSH AND PULL PLATES, HINGES, CLOSER, WALL STOP.

HW6 (LIFT): CYLINDRICAL LOCKSET (PASSAGE FUNCTION), LEVER HANDLE, HINGES, WALL STOP.

HW7 PASSAGE SET, DEADBOLT (KEYED BOTH SIDES), LEVER HANDLE, HINGES.

HW8 (LAB SPACE): MORTISE LOCKSET (CLASSROOM FUNCTION), LEVER HANDLE, HINGES, ASTRAGAL, CLOSER, DROP SEAL, DUST SEALS, WALL STOP

HM DOOR FRAME

WOOD DOOR

GLAZING IN ACOUSTIC GASKETS

2" FIXED HM WINDOW FRAME

FILL WITH MINERAL WOOL

SCHEDULED FLOORING

WOOD BLOCKING

HM DOOR FRAME

WOOD DOOR

SCHEDULED FLOORING

HANDICAPPED TRANSITION STRIP BETWEEN FLOORFINISHES

1 2 3

7'-0

"

2"

2" TYP.

AS SCHED.

2"

7'-0

"

2"

2"

3'-0"

2"

2'-0"

2"

2"

6'-10

"

2"

7'-0

"2

"

2"

3'-0"

2"

1'-0"

2"

2"

6'-10

"

2"

GL-1 GL-1

HOLLOW METAL FRAME

A7

AE601

2"

3'-8"

2"

A

3'-0

"

2"

3'-10

"

2"

2"

2'-0"

2"

B

3'-0

"

2"

3'-10

"

2"

GL-1

2"

3'-0"

2"

3'-0"

2"

C

2"

2'-10

" 2"

3'-10

"

2"

GL-1

GL-1

GL-1

GL-1

GL-1

A10

AE601

HM FRAME BY GC REINF FOR LIFT DOOR ATTACHMENT

LIFT DOOR AND FRAME BY LIFT MFR

SCHEDULED WALL TYPE

METAL EDGE AND SEALANT

WIT

H L

IFT

MF

R

VE

RIF

Y R

.O. D

IMS

2"

VERIFY

DOOR BY LIFT MFR

LIFT PLATFORM

3"

ALUM THRESHOLD BY LIFT MANUF

FINISH FLOOR

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PROJECT:

BANGOR, MAINE 207-947-4511PORTLAND, MAINE 207-828-451

SARASOTA, FLORIDA 941-556-0757

WWW.WBRCAE.COM

WBRCA R C H I T E C T S • E N G I N E E R S

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DOOR AND W INDOWSCHEDULES

ASCC, MEZZANINE OFFICERENOVATION

AE601

35 FLAGSTAFF RD ORONO, MAINE 04469

ISSUED FOR BID 04.24.20

FILE NAME - SHORT

DOOR AND FRAME SCHEDULE

DOORNUMBER LOCATION

DOOR FRAME OTHER

SIZE TYPE MATERIAL FINISH TYPE MATERIAL FINISH HEAD JAMB HARDWARE FIRE RATING COMMENTS

117 MECHANICAL TESTING LAB 6' - 0" x 8' - 0" x 1 3/4" B HM PNTD 1 HM PNTD D5/AE601 SIM D5/AE601 SIM HW8

202 MEN 3' - 0" x 7' - 0" x 1 3/4" A SCWD S&V 1 HM PNTD D5/AE601 D5/AE601 SIM HW5

203 WOMEN 3' - 0" x 7' - 0" x 1 3/4" A SCWD S&V 1 HM PNTD D5/AE601 D5/AE601 SIM HW5

204A LIFT 2' - 10" x 6' - 8" x 1 3/4" - -- -- 1 HM PNTD D2/AE601 A2/AE601 -- DOOR BY LIFT MRF

204B LIFT 2' - 10" x 6' - 8" x 1 3/4" - -- -- 1 HM PNTD D2/AE601 A2/AE601 -- DOOR BY LIFT MRF

301 LOBBY 3' - 0" x 7' - 0" x 1 3/4" A SCWD S&V 3 HM PNTD D5/AE601 D5/AE601 SIM HW1

303 OFFICE 3' - 0" x 7' - 0" x 1 3/4" A SCWD S&V 2 HM PNTD D5/AE601 D5/AE601 SIM HW4

304 OFFICE 3' - 0" x 7' - 0" x 1 3/4" A SCWD S&V 2 HM PNTD D5/AE601 D5/AE601 SIM HW4

305 OFFICE 3' - 0" x 7' - 0" x 1 3/4" A SCWD S&V 2 HM PNTD D5/AE601 D5/AE601 SIM HW4

306 OFFICE 3' - 0" x 7' - 0" x 1 3/4" A SCWD S&V 2 HM PNTD D5/AE601 D5/AE601 SIM HW4

307 OFFICE 3' - 0" x 7' - 0" x 1 3/4" A SCWD S&V 3 HM PNTD D5/AE601 D5/AE601 SIM HW4

308 OPEN OFFICE 3' - 0" x 7' - 0" x 1 3/4" A SCWD S&V 2 HM PNTD D5/AE601 D5/AE601 SIM HW2

309 OFFICE 3' - 0" x 7' - 0" x 1 3/4" A SCWD S&V 2 HM PNTD D5/AE601 D5/AE601 SIM HW4

310 OFFICE 3' - 0" x 7' - 0" x 1 3/4" A SCWD S&V 2 HM PNTD D5/AE601 D5/AE601 SIM HW4

311 CONFERENCE ROOM 3' - 0" x 7' - 0" x 1 3/4" A SCWD S&V 3 HM PNTD D5/AE601 D5/AE601 SIM HW3

312 OFFICE 3' - 0" x 7' - 0" x 1 3/4" A SCWD S&V 2 HM PNTD D5/AE601 D5/AE601 SIM HW4

313 VEST. 3' - 0" x 7' - 0" x 1 3/4" B SCWD S&V 1 HM PNTD D5/AE601 D5/AE601 SIM HW1

314 OFFICE 3' - 0" x 7' - 0" x 1 3/4" A SCWD S&V 2 HM PNTD D5/AE601 D5/AE601 SIM HW4

315 OFFICE 3' - 0" x 7' - 0" x 1 3/4" A SCWD S&V 2 HM PNTD D5/AE601 D5/AE601 SIM HW4

316 OPEN OFFICE 3' - 0" x 7' - 0" x 1 3/4" A SCWD S&V 2 HM PNTD D5/AE601 D5/AE601 SIM HW2

317 OFFICE 3' - 0" x 7' - 0" x 1 3/4" A SCWD S&V 2 HM PNTD D5/AE601 D5/AE601 SIM HW4

318 OFFICE 3' - 0" x 7' - 0" x 1 3/4" A SCWD S&V 2 HM PNTD D5/AE601 D5/AE601 SIM HW4

319 LADDER 2' - 6" x 7' - 0" x 1 3/4" A SCWD S&V 1 HM PNTD D5/AE601 D5/AE601 SIM HW7

1/4" = 1'-0"

DOOR LEGENDG5

1 1/2" = 1'-0"

D5INTERIOR DOOR HEAD,

1 1/2" = 1'-0"

D7INTERIOR W INDOW SILL,

JAMB SIM JAMB AND HEAD SIM

1 1/2" = 1'-0"

A7 DOOR JAMB AT W INDOW

1 1/2" = 1'-0"

A10 W INDOW SILL AT FLOOR

1 1/2" = 1'-0"

A5 DOOR THRESHOLD

1/4" = 1'-0"

G10 601 - DOOR FRAMES

1/4" = 1'-0"

D10 601 - W INDOW TYPES

1 1/2" = 1'-0"

D2LIFT DOOR HEAD,JAMB SIM

1 1/2" = 1'-0"

A2 LIFT DOOR THRESHOLD

REV. DESCRIPTION DATE

Page 19: INDEX ASCC, MEZZANINE OFFICE GI002 SYMBOLS AND ... › wp-content › uploads › 2020 › 05 › ... · ad102 mezzanine floor demolition plan ae101 first floor plan and reflected

UP

UP

FEC

11

6

7

8

9

10

AG BCDEF

MEN202

WOMEN203

OPEN OFFICE316

OFFICE309

OFFICE305

OFFICE304

OFFICE303

OFFICE317

OFFICE311

OFFICE318

OFFICE306 CONFERENCE RM

307

OFFICE315

OPEN OFFICE314

OFFICE312

OFFICE310

OPEN OFFICE308

CORRIDOR302

LOBBY301

CORRIDOR201

LIFT204

VEST.313

PT

2P

T2

PT

2

PT3

PT3

PT2 PT2

PT

2P

T2

PT

2

PT2 PT2 PT2 PT2

PT

3

PT2

PT

2

CP

TE

XIS

TIN

GV

CT

CPTCT1

CPTCT1

RE

S1

CP

T

FINISH PLAN KEY:

RES1 - RUBBER TILE FLOOR

CPT1/CPT2- CARPET TILE 60%/40% MIX PER FINISH LEGEND

CT1 - CERAMIC TILE FLOOR

RES2- RESILIENT STAIR TREADS

FINISH NOTES:

1. REFER TO ARCHITECTURAL ABBREVIATIONS ON SHEET GI002 FOR ALL ABBREVIATIONS SHOWN.

2. REFER TO THE REFLECTED CEILING PLAN ON SHEET AE101 & AE112 FOR MORE INFORMATION.

3. REFER TO SHEET AE601 FOR DOOR AND FRAME INFORMATION.

4. REFER TO INTERIOR ELEVATIONS ON SHEET AE401.

5. WALL, FLOOR, AND BASE FINISH TRANSITIONS ARE TO OCCUR AT INTERIOR CENTERLINE OF WALLS. VERIFY QUESTIONABLE FIELD CONDITIONS WITH ARCHITECT.

6. REFER TO SPECIFICATION FOR FLOORING TRANSITION INFORMATION. INSTALL NEW TRANSITION STRIPS WHERE NEW FLOORING MATERIAL ABUTS DISSIMILAR FLOORING MATERIAL.

7. FLOORING CONTRACTOR TO VERIFY LOCATION AND STYLE OF FLOORING TRANSITION STRIPS BEFORE INSTALLATION.

8. REFER TO FLOORING TRANSITION DETAILS ON AF601.

9. PROVIDE PAINT COLORS IN AREAS AS NOTED IN COMMENTS OF FINISH LEGEND.

10. ALL DOOR FRAMES TO MATCH PAINT COLOR OF ADJACENT WALL.

11. DO NOT PAINT GLULAMS.

12. DO NOT PAINT EXPOSED PLYWOOD ON BAY SIDE OF MEZZANINE.

13. ROOM SIGNAGE TO BE OS/OI.

14. ALL WALL PAINT TO BE PT1, UNO

15. ALL DOOR FRAMES, WINDOWS, EXPOSED CONDUIT AND MECHANICAL PIPING TO BE PAINTED THE SAME COLOR AS ADJACENT WALLS.

16. PROVIDE RWS ROLLER WINDOW SHADES ON ALL WINDOWS AND SIDELITES.

17. CLEAR COAT EXPOSED PLYWOOD FLOORS ON STAIR LANDING AND STAIRS (KEYNOTE A3 ON AE102) PER PAINTING SPECIFICATION.

EXISTING FLOOR

CTCPTFLOOR FINISH TRANSITION

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PROJECT:

BANGOR, MAINE 207-947-4511PORTLAND, MAINE 207-828-451

SARASOTA, FLORIDA 941-556-0757

WWW.WBRCAE.COM

WBRCPROJECT NORTH

A R C H I T E C T S • E N G I N E E R S

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421204

MEZZANINE/SECONDFLOOR FINISH PLAN

ASCC, MEZZANINE OFFICERENOVATION

AF102

35 FLAGSTAFF RD ORONO, MAINE 04469

ISSUED FOR BID 04.24.20

FILE NAME - SHORT

1/8" = 1'-0" AE301

A1 MEZZANINE-SECOND FLOOR - FINISH PLAN

REV. DESCRIPTION DATE

04.24.20

Page 20: INDEX ASCC, MEZZANINE OFFICE GI002 SYMBOLS AND ... › wp-content › uploads › 2020 › 05 › ... · ad102 mezzanine floor demolition plan ae101 first floor plan and reflected

RESILIENT FLOORING

RESILIENT ADAPTOR TRIM PIECE

CARPET

TOP OF SLAB

FLOAT RESILIENT FLOORING AS NEEDED TO MAKE SMOOTH SURFACE TRANSITION WHERE CONNECTING TO CARPET

SCHEDULED RESILIENT FLOORING

RESILIENT REDUCER STRIP

EXISTING PLYWOOD

SCHEDULED TILE

SCHLUTER RENO-TKTRANSITION

MEMBRANE OR SOUND AND CRACK ADHESIVE

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SHEET TITLE:

PROJECT:

BANGOR, MAINE 207-947-4511PORTLAND, MAINE 207-828-451

SARASOTA, FLORIDA 941-556-0757

WWW.WBRCAE.COM

WBRCA R C H I T E C T S • E N G I N E E R S

0

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FINISH LEGEND ANDDETAILS

ASCC, MEZZANINE OFFICERENOVATION

AF601

35 FLAGSTAFF RD ORONO, MAINE 04469

ISSUED FOR BID 04.24.20

FILE NAME - SHORT

FINISH LEGEND

MASTERSPEC CODE PRODUCT PRODUCT MODEL MANUFACTURER COLOR SIZE FINISH COMMENTS

093013 CT1 CERAMIC TILE KEYSTONE MOSAIC HEXAGON DAL TILE GALAXY DO23 1" (DOT MOUNTED ON1'X2' SHEET)

RESTROOM FLOOR

093013 CT2 CERAMIC TILE MULTITUDE ORIGAMI HEXAGON MU16 DAL TILE WHITE 12"X24" RESTROOM WALL UP TO 5'-0" AFF

095113 APC1 ACOUSTIC PANELCEILING

OPTIMA TEGULAR 3253 W/ 15/16"PRELUDE GRID

ARMSTRONG WHITE 24"X24"

095113 APC2 ACOUSTIC PANELCEILING

CLEAN ROOM MYLAR VL PERFORATEDSQUARE LAY-IN

ARMSTRONG WHITE 24"X24" RESTROOM CEILINGS

096513 RES1 RUBBER TILE BAMBOO TARKETT WINDSOR BLUE 58 24"X24"

096513 RES2 CONTINUOUS VINYLSTAIR TREADS

VISUALLY IMPAIRED WITH CONTRASTGRIT TAPE, SAFE-T RIB VIHT

TARKETT WINDSOR BLUE 58W/BLACK GRIT TAPE

096513 RES3 RUBBER WALL BASE 4" TOELESS COVE TARKETT PEBBLE 32 @CARPET LOCATIONS

096513 RES4 RUBBER WALL BASE 4" COVE BASE TARKETT PEBBLE 32 @RESILIENT LOCATION

096813 CPT1 CARPET TILE COLOR FIELDS COL5 MILLIKEN FELT GREY 25 CM X 1 M PLANK 45 DEGREE ASHLAR INSTALL, 60% FIELD MIX

096813 CPT2 CARPET TILE COLOR FIELDS COL 126-5 MILLIKEN DRY DOCK 25 CM X 1 M PLANK 45 DEGREE ASHLAR INSTALL, 40% FIELD MIX

099123 PT1 PAINT PROMAR 200 LOW VOC SHERWINWILLIAMS

SW7016 MINDFULGRAY

EGSHEL/SEMI-GLOSS

GENERAL & ADJACENT DOOR FRAMES

099123 PT2 PAINT PROMAR 200 LOW VOC SHERWINWILLIAMS

SW9139 DEBONAIRE EGSHEL ACCENT

099123 PT3 PAINT PROMAR 200 LOW VOC SHERWINWILLIAMS

SW6381 ANJOU PEAR EGSHEL ACCENT

099123 PT4 PAINT PROMAR 200 LOW VOC SHERWINWILLIAMS

SW7007 CEILINGBRIGHT WHITE

EGSHEL EXPOSED CEILINGS

099123 PT5 PAINT GENERAL POLYMERS4850/RESUPRIME MVT PRIMER

SHERWINWILLIAMS

SAFETY YELLOW HIGH GLOSS FLOOR EGRESS STRIPING

6" = 1'-0"

C10 RESILIENT TO CPT FLOORING TRANSITION

6" = 1'-0"

A6 TRANSITION RESILIENT TO PLYW OOD

6" = 1'-0"

A10 TRANSITION TILE TO CARPET

REV. DESCRIPTION DATE

04.24.20

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11

6

7

8

9

10

AG BCDEF

4" ESPK UP

4"

ES

PK

MECHANICAL

TESTING LAB

117

WOMEN

116W

MEN

115W

LOBBY

102C

ELEV. MECH

114

EXISTING SPRINKLER IN UTILITY TRENCH TO REMAIN.

EXISTING SPRINKLER MAIN TO REMAIN.

FIRE SUPPRESSION SYSTEM

LEGEND & ABBREVIATIONS:

FIRE DEPT.CONNECTION(STORZ)

FDC

SPRINKLERSYSTEM"WET" RISER.

FIRE SUPPRESSION NOTES:1. COMPLETE EXTENT OF EXISTING SPRINKLER

PIPING NOT SHOWN. CONTRACTOR TO FIELD

VERIFY EXTENT OF PIPING. CONTRACTOR TO

FIELD CONFIRM AVAILABLE SITE WATERPRESSURE AND FLOW. CONTRACTOR SHALL

PROVIDE DESIGN, CALCULATIONS, PERMITS

& INSTALLATION.

2. MODIFY AND/OR EXTEND EXISTING WET PIPE FIRE

SUPPRESSION SYSTEM THROUGHOUT PORTION

OF FACILITY INDICATED, TO PROVIDE FULLCOVERAGE TO ALL SPACES,IN ACCORDANCE

WITH NFPA 13, THE STATE OF MAINE FIRE MARSHAL'S OFFICE, AND THE CITY OF

ORONO, ME REQUIREMENTS.

3. SPRINKLER PIPING MAINS NOT PERMITTED IN

ELECTRICAL ROOMS OR OVER SWITCH GEAR, INTEL/COM ROOMS OR OVER TEL/COM EQUIPMENT.

4. PROVIDE SPRINKLER COVERAGE OVER ALL

CABLE TRAYS. COORDINATE WITH ELECTRICAL

CABLE TRAY LOCATIONS.

5. COORDINATE SPRINKLER PIPING LOCATIONS W/

ALL TRADES.

6. ALL AREAS CLASSIFIED AS "LIGHT HAZARD"UNLESS NOTED OTHERWISE.

7. IN SPACES WITH GYPSUM OR TILE CEILINGS, PIPING SHALL BE CONCEALED WITH SEMI-

RECESSED SPRINKLER HEADS. HEADS SHALL BE

LOCATED IN THE CENTER OF CEILING TILES

8. EXPOSED PIPING WITH UPRIGHT HEADS IS

ACCEPTABLE IN OCCUPIED SPACES W/ EXPOSEDSTRUCTURE. SPRINKLER HEADS SHALL HAVE

9. PIPING SHALL BE STANDARD WEIGHTBLACK-STEEL PIPE CONFORMING WITH ASTM A53

WITH THREADED ENDS AND FITTINGS UP TO 2"NPS. PIPING FOR NPS 2-1/2 AND UP SHALL BESTANDARD-WEIGHT BLACK STEEL PIPECONFORMING WITH ASTM A53 WITH EITHERTHREADED ENDS AND FITTINGS, ROLL-GROOVEDENDS AND COUPLINGS, OR PLAIN ENDS FORFIELD WELDING.

10. ESCUTCHEONS SHALL BE PROVIDED ATEXPOSED PIPING PENETRATIONS THROUGHWALLS. ESCUTCHEONS SHALL HAVEWHITE FINISH.

AREA OF HAZARD AS NOTED

DOWN

EQUIPMENT

FLOOR

SQUARE FEET

DN

EQUIP

FL

SF

1 TECHNICAL NOTE

SPK SPRINKLER PIPING MAIN

ESPK EXTG SPRINKLER PIPING MAIN

SPRINKLER HEAD

WHERE APPLICABLE. SPRINKLER HEADS ANDESCUTCHEONS SHALL BE WHITE.

BRASS FINISH.

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PROJECT No.

W BRC CAD FILE:

A/E OF RECORD:

DRAW N BY:

PM:

SCALE:

SHEET TITLE:

PROJECT:

BANGOR, MAINE 207-947-4511

PORTLAND, MAINE 207-828-451

SARASOTA, FLORIDA 941-556-0757

WWW.WBRCAE.COM

WBRC

PROJECT NORTH

A R C H I T E C T S • E N G I N E E R S

0

COPYRIGHT 2017 WBRCC

04.24.2004.24.2004.24.2004.24.20

1/8" = 1'-0"

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4212.04

FIRST FLOOR FIREPROTECTION REMOVALS

PLAN

MEZZANINE OFFICERENOVATION

FD101

35 FLAGSTAFF RD ORONO, ME 04469

ISSUED FOR BID 04.24.20

4212.04-FD101

REV. DESCRIPTION DATE

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11

6

7

8

9

10

AG BCDEF

OPEN MEZZANINE

REMOVE EXTG SPRINKLER COVERAGE -MAINTAIN BRANCH PIPING FOR REUSE

4" ESPK DN

REMOVE EXTG SPK DROP TO UTILITY TRENCH TO AN ELEVATION BELOW MEZZANINE TO ALLOW FOR NEW STAIRS.

ESPK

ESPK

ESPK DN

ESPK BELOW

2" ESPK

2" ESPK

2" ESPK

2" ESPK

2" ESPK

2" ESPK

4"

ES

PK

X X

REMOVE SECTION OF EXISTING SPRINKLER TO ALLOW INSTALLATION OF SKYLIGHT

X X

X X

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SHEET No.

E

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C

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A

PROJECT No.

W BRC CAD FILE:

A/E OF RECORD:

DRAW N BY:

PM:

SCALE:

SHEET TITLE:

PROJECT:

BANGOR, MAINE 207-947-4511

PORTLAND, MAINE 207-828-451

SARASOTA, FLORIDA 941-556-0757

WWW.WBRCAE.COM

WBRC

PROJECT NORTH

A R C H I T E C T S • E N G I N E E R S

0

COPYRIGHT 2017 WBRCC

04.24.2004.24.2004.24.2004.24.20

1/8" = 1'-0"

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4212.04

MEZZANINE FIREPROTECTION REMOVALS

PLAN

MEZZANINE OFFICERENOVATION

FD102

35 FLAGSTAFF RD ORONO, ME 04469

ISSUED FOR BID 04.24.20

4212.04-FD102

REV. DESCRIPTION DATE

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11

6

7

8

9

10

AG BCDEF

4"

ES

PK

4" ESPK UP

PROVIDE WET-PIPE SPRINKLER PROTECTION BELOW NEW FLOOR FOR EXISTING LAB SPACE AS ORDINARY HAZARD 1

CONNECT TO EXTG SPK DROP INTO UTILITY TRENCH

MECHANICAL

TESTING LAB

117

WOMEN

116W

MEN

115W

ELEV. MECH

114

MECH RM.

125M

TELCOM

122M

LOBBY

102C

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SHEET No.

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PROJECT No.

W BRC CAD FILE:

A/E OF RECORD:

DRAW N BY:

PM:

SCALE:

SHEET TITLE:

PROJECT:

BANGOR, MAINE 207-947-4511

PORTLAND, MAINE 207-828-451

SARASOTA, FLORIDA 941-556-0757

WWW.WBRCAE.COM

WBRC

PROJECT NORTH

A R C H I T E C T S • E N G I N E E R S

0

COPYRIGHT 2017 WBRCC

04.24.2004.24.2004.24.2004.24.20

1/8" = 1'-0"

4/2

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4212.04

FIRST FLOOR FIREPROTECTION PLAN

MEZZANINE OFFICERENOVATION

FX101

35 FLAGSTAFF RD ORONO, ME 04469

ISSUED FOR BID 04.24.20

4212.04-FX101

REV. DESCRIPTION DATE

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11

6

7

8

9

10

AG BCDEF

OPEN OFFICE

314

OFFICE

315

OFFICE

317

OFFICE

318 OPEN OFFICE

316

LIFT

204

CORRIDOR

201

MEN

202

WOMEN

203

LOBBY

301

OFFICE

303OFFICE

304OFFICE

305OFFICE

306CONFERENCE

RM

307

OFFICE

309OPEN OFFICE

308

OFFICE

310

OFFICE

311

OFFICE

312VEST.

313

CORRIDOR

302

OPEN OFFICE

316

OFFICE AREA:LIGHT HAZARD

REVISE SPRINKLER LAYOUT TO PROVIDE COMPLETE PROTECTION OF RENOVATED SPACES

ADD WET-PIPE SPRINKLER PROTECTION INTERSTITIAL SPACE TO MAINTAIN ORDINARY HAZARD 1 PROTECTION.

REVISE EXISTING SPRINKLER LAYOUT TO PROVIDE COMPLETE PROTECTION TO NEW FLOOR PLAN AS LIGHT HAZARD.

CONNECT TO EXTG SPK DROP BELOW MEZZANINE

PROVIDE SPRINKLER PROTECTION BELOW NEW FLOOR FOR REMAINING EXISTING LAB SPACE AS ORDINARY HAZARD 1

4" ESPK DN

RECONNECT TO EXTG SPK MAIN

SPK BELOW MEZZ

ESPK

ESPK

ESPK DN

ESPK BELOW

ADD WET-PIPE SPRINKLER PROTECTION INTERSTITIAL SPACE TO MAINTAIN ORDINARY HAZARD 1 PROTECTION.

2" ESPK

2" ESPK

2" ESPK

2" ESPK

2" ESPK 2" ESPK

REROUTE SPRINKLER AROUND SKYLIGHT WELL.

2

2

2

2

1

2222

2

2

2

2

2

22

ALL NEW AND EXISTING EXPOSED SPRINKLER PIPING SHALL BE FIELD PAINTED.

REROUTE SPRINKLER AROUND SKYLIGHT WELL.

LADDER

319

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SHEET No.

E

D

C

B

A

PROJECT No.

W BRC CAD FILE:

A/E OF RECORD:

DRAW N BY:

PM:

SCALE:

SHEET TITLE:

PROJECT:

BANGOR, MAINE 207-947-4511

PORTLAND, MAINE 207-828-451

SARASOTA, FLORIDA 941-556-0757

WWW.WBRCAE.COM

WBRC

PROJECT NORTH

A R C H I T E C T S • E N G I N E E R S

0

COPYRIGHT 2017 WBRCC

04.24.2004.24.2004.24.2004.24.20

1/8" = 1'-0"

4/2

2/2

02

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2:1

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AJR

4212.04

MEZZANINE FIREPROTECTION PLAN

MEZZANINE OFFICERENOVATION

FX102

35 FLAGSTAFF RD ORONO, ME 04469

ISSUED FOR BID 04.24.20

4212.04-FX102

TECHNICAL NOTES:

ELECTRICAL PANEL SPACE - NO SPRINKLER PIPING ALLOWED.

SKYLIGHT ABOVE - NO SPRINKER PIPING ALLOWED EXCEPT TO SERVE SKYLIGHT.

2

1

REV. DESCRIPTION DATE

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11

6

7

8

9

10

AG BCDEF

OFFICE

312

VTR-E

4" ERW DN 4" ERW UP TO RD-E

1"

ED

CW

1" EDCW

REMOVE & SALVAGE EXISTING WATER SOFTENING EQUIPMENT AND ACCESSORIES.

EXTG ECA, EDCW & EDHW BELOW MEZZ TO REMAIN

EXISTING DOMESTIC WATER FILTER SKID TO REMAIN

ECA, EDCW & EDHW DN

REMOVE EXTG DCW PIPE @ ~5' AFF.

X X X X X

REMOVE EDCW DN

2" EDCW1-1/4" ETW1-1/4" EDHW3/4" EDHWR3/4" 140°EDHWDN IN WALL TO REMAIN

EXTG 4'W DN IN CHASE

XX

X

REMOVE EXTG DCW PIPE TO ALLOW INSTALLATION OF WINDOW

E1

40

DH

WE

DH

WR

ED

HW

ET

WE

DC

W

EVEDCW

EXISTING INLINE FILTER MODULE TO REMAIN

7

8

9

G F

EC

AX

X

X

REMOVE AND SALVAGE EXISTING COMPRESSED AIR PIPING FILTERS & TANK TO ALLOW FOR REMOVAL OF WALL AND ADDITIONAL STRUCTURE.

XX

REMOVE EXISTING CONDENSATE PIPING TO ALLOW FOR INSTALLATION OF ADDITIONAL STRUCTURE.

CD

CD

MECHANICAL

TESTING LAB

117

WOMEN

116WELEV. MECH

114

MEN

115W

LOBBY

102C

K

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15 16

B

C

D

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GRAPHIC SCALE:

SHEET No.

E

D

C

B

A

PROJECT No.

W BRC CAD FILE:

A/E OF RECORD:

DRAW N BY:

PM:

SCALE:

SHEET TITLE:

PROJECT:

BANGOR, MAINE 207-947-4511

PORTLAND, MAINE 207-828-451

SARASOTA, FLORIDA 941-556-0757

WWW.WBRCAE.COM

WBRC

PROJECT NORTH

A R C H I T E C T S • E N G I N E E R S

0

COPYRIGHT 2017 WBRCC

04.24.2004.24.2004.24.2004.24.20

1/8" = 1'-0"

4/2

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02

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AJR

4212.04

PLUMBING REMOVALSPLANS

MEZZANINE OFFICERENOVATION

PD102

35 FLAGSTAFF RD ORONO, ME 04469

ISSUED FOR BID 04.24.20

4212.04-PD102

1/8" = 1'-0"

A6 MEZZANINE PLUMBING REMOVALS PLAN1/8" = 1'-0"

A1 FIRST FLOOR PLUMBING REMOVALS PLAN

REV. DESCRIPTION DATE

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11

6

7

8

9

10

AG BCDEF

OPEN OFFICE

314

OFFICE

315

OFFICE

317

OFFICE

318

LIFT

204

CORRIDOR

201

MEN

202

WOMEN

203

LOBBY

301

OFFICE

303OFFICE

304OFFICE

305OFFICE

306

CONFERENCE

RM

307

OFFICE

309OPEN OFFICE

308

OFFICE

310

OFFICE

311

OFFICE

312

VEST.

313

CORRIDOR

302

OPEN OFFICE

316

1" DCW1" DCW

REINSTALL AND REPIPE EXISTING WATER SOFTENING EQUIPMENT

EXTG ECA, EDCW & EDHW BELOW MEZZ TO REMAIN

VTR-E

RELOCATE DCW DN IN WALL - SIZE TO MATCH EXTG RECONNECT TO EDCW BRANCHES BELOW FLOOREXTG DOMESTIC WATER FILTER

SKID TO REMAIN

4" ERW DN

ECA, EDCW & EDHW

4" ERW UP TO RD-E

1"

ED

CW

PL501A1 ENLARGED BATHROOM

PLUMBING PLAN

V

RELOCATE DCW - SIZE TO MATCH EXTG RECONNECT TO EDCW ABOVE CEILING

1" EDCW

1" DCW1" DCW

2" EDCW1-1/4" ETW1-1/4" EDHW3/4" EDHWR3/4" 140°EDHWDN IN WALL TO REMAIN

E1

40

DH

WE

DH

WR

ED

HW

ET

WE

DC

W

EDCW

CONNECT TO EXISTING SOFTENED WATER DISTRIBUTION

SD

CW

CONNECT TO OUTLET OF EXISTING INLINE FILTER MODULE

EXTG BRINE TANK

2

2

2

2

1

2222

2

2

2

2

2

22

LADDER

319

IE-1

IE-2

IE-3

IE-4

IE-5

IE-6

IE-7CO

1"

IW1

" IW

1" IW DN IN WALL

1" IW1" IW

1 1

/4"

IW1

1/4

" IW

1" IW DN IN WALL

INDIRECT WASTE FROM MECHANICAL EQUIPMENT RUN BELOW FLOOR.

1" IW DN IN WALL

1" IW1" IW

CO

3/4" IW DN IN WALL

CONNECT 1-1/4" INDIRECT WASTE TO EXISTING ENVIRONMENTAL CHAMBER WASTE BELOW FLOOR

1" IW DN IN WALL

INDOOR EVAPORATOR - SEE MECH

7

8

9

G F

REINSTALL EXISTING COMPRESSED AIR FILTERS & TANK AND REPIPE OVER NEW DOORS.

REPIPE AND RECONNECT EXISTING CONDENSATE PIPING.

CD

CD

MECHANICAL

TESTING LAB

117

WOMEN

116WELEV. MECH

114

MEN

115W

LOBBY

102C

CA

K

J

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F

21

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F

K

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0" 1"A

15 16

B

C

D

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GRAPHIC SCALE:

SHEET No.

E

D

C

B

A

PROJECT No.

W BRC CAD FILE:

A/E OF RECORD:

DRAW N BY:

PM:

SCALE:

SHEET TITLE:

PROJECT:

BANGOR, MAINE 207-947-4511

PORTLAND, MAINE 207-828-451

SARASOTA, FLORIDA 941-556-0757

WWW.WBRCAE.COM

WBRC

PROJECT NORTH

A R C H I T E C T S • E N G I N E E R S

0

COPYRIGHT 2017 WBRCC

04.24.2004.24.2004.24.2004.24.20

1/8" = 1'-0"

4/2

2/2

02

0 3

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AJR

4212.04

PLUMBING PLANS

MEZZANINE OFFICERENOVATION

PL102

35 FLAGSTAFF RD ORONO, ME 04469

ISSUED FOR BID 04.24.20

4212.04-PL102

1/8" = 1'-0"

A6 MEZZANINE PLUMBING PLAN1/8" = 1'-0"

A1 FIRST FLOOR PLUMBING PLAN

TECHNICAL NOTES:

ELECTRICAL PANEL SPACE - NO PIPING ALLOWED.

SKYLIGHT ABOVE - NO PIPING ALLOWED.2

1

GENERAL NOTES:

INSULATE ALL EXISTING PLUMBING PIPING TO REMAIN WHERE PIPING WILL REMAIN EXPOSED. SEE ALLOWANCE SPECIFICATION 012100 AND PLUMBING INSULATION SECTION 220700.

1.

REV. DESCRIPTION DATE

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FD-R

ECO

EFCO

EHW

ECW

EW

EW

EV

ECD

EG

ERW

ERW

R

R

R

RD-R

DWH-R

ETHW

EXISTINGTO BE

REMOVED

EHWR

EHW

ETHW

EXISTINGTO

REMAIN

ECW

EHWR

EW

EW

DESCRIPTIONABV.SYMBOL

EV

ECD

EG

ERW

ERW

E

E

FD-E

VERIFY IN FIELDV.I.F.

REFER TO PLUMBING FIXTURE SCHEDULE

EQUIPMENT FIXTURE NUMBER -

ECO

EFCO

HW

TW

CW

HWR

W

W

PLUMBING SYMBOLS & ABBREVIATIONS

COLD WATER PIPING

HOT WATER RETURN PIPING

SANITARY WASTE PIPING

SANITARY WASTE PIPING BELOW SLAB

HOT WATER PIPING

TEPID HOT WATER PIPING (TEMP IN °F)

V

CDCD

GG

RW

RW

RW

RW

FCO

CO

RAINWATER PIPING BELOW SLAB

REFER TO EQUIPMENT FIXTURE SCHEDULE

WALL OR END OF LINE CLEANOUT

PLUMBING FIXTURE NUMBER -

PIPE TURNING DOWN

FLOOR CLEANOUT

PIPE TURNING UP

RAINWATER PIPING

CONDENSATE PIPING

NATURAL GAS PIPING

VENT PIPING

E

RD-E

E

E

VTR-E

DWH-E

RD

FD

VTR

B.I.P.

WHA

DU

TP

DWH

WHAWATER HAMMER ARRESTOR

TRAP PRIMER DISTRIBUTION UNIT

DOMESTIC WATER HEATER

SHEET ON WHICH IT APPEARS.

TECHNICAL NOTE, PERTAINS ONLY TO THE

PLUMBING FIXTURE CONNECTION

BACKFLOW PREVENTER

TRAP PRIMER

ROOF DRAIN

VENT THRU ROOF

CHECK VALVE

BALANCING VALVE

SHUT-OFF VALVE

FLOOR DRAIN

BLACK IRON PIPE

NEW TO EXISTING CONNECTION

P-5

E-1

TW

DU

TP

DU

TP

1

ECO2ECO2CO2 CARBON DIOXIDE PIPING

EVACEVACVAC VACUUM PIPING

ECAECACA COMPRESSED AIR PIPING

CO2

VAC

CA

MEN

202

STORAGE

274

WOMEN

203

CORRIDOR

201

WC-1

WC-1WC-1

LAV-1

LAV-1

UR-1

TP

3/4

" E

TW

2"

ED

CW

2" V2" V

TP-1

2" DCW& 3/4" DHW

2" V2" V

3/4

" E

14

0 D

HW

2"

W2

" W3"

W3

" W

3"

W3

" W

W

DU

FD-1

FD-1

3/4

" E

DH

WR

1 1

/4"

ED

HW

4"W RUN ABOVE EXTG BATHROOM TO EXTG 4"W RISER

WASTE PIPING RUN BETWEEN FLOOR STRUCTURE

WASTE PIPING MAIN BELOW FLOOR STRUCTURE

CO

3" W3" W

3"

W3

" W

2"

W2

" W

CO

PLAN VIEW

** **

CLEARANCE

6" MAX. TOE

ELEVATION VIEW

CLEARANCE

8" MIN. KNEE

MIN.17"

9"

MIN

.

NOTE:

INSULATE ALL EXPOSED PLUMBING,INCLUDING WASTE PIPING BELOW LAVATORY.

CLEARFLOORSPACE

48" MIN.

30

" M

IN.

** REFER TO ARCHITECTURAL ELEVATIONSFOR MOUNTING HEIGHTS

CW MAIN

CEILING

FLOOR

FLOOR DRAINWITH TRAPPRIMER TAPPING

WASTE PIPING

DISTRIBUTION TO FD'SPER PLANS (TYP.)MAX LENGTH PERMANUFACTURER

1/2" PEX TUBING DROP INWALL IN FINISHED SPACESEXPOSED IN SERVICE AREAS

PVC SLEEVEAT FLOORPENETRATION

1/2" CW BRANCH

SHUT-OFF VALVE

2, 3, OR 4 WAY WATERDISTRIBUTOR AS REQUIRED

TRAP SEAL PRIMER, ABOVECEILING OR IN CHASE

1/2" PEX TUBING UNDER SLAB

FIRE SEAL PENETRATION

K

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15 16

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GRAPHIC SCALE:

SHEET No.

E

D

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B

A

PROJECT No.

W BRC CAD FILE:

A/E OF RECORD:

DRAW N BY:

PM:

SCALE:

SHEET TITLE:

PROJECT:

BANGOR, MAINE 207-947-4511

PORTLAND, MAINE 207-828-451

SARASOTA, FLORIDA 941-556-0757

WWW.WBRCAE.COM

WBRCA R C H I T E C T S • E N G I N E E R S

0

COPYRIGHT 2017 WBRCC

04.24.2004.24.2004.24.2004.24.20

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4212.04

PLUMBING DETAILS &SCHEDULES

MEZZANINE OFFICERENOVATION

PL501

35 FLAGSTAFF RD ORONO, ME 04469

ISSUED FOR BID 04.24.20

4212.04-PL501

2. DISTRIBUTION UNIT EQUAL TO PPP DU-U.

1. BASED ON PRECISION PLUMBING PRODUCTSTRAP PRIMER SCHEDULE NOTES:

TP-1 P1-500 1/2" 1-4 1/2" TEE 1, 2OUTLETS CONNECTION

TAG MODEL INLET SIZEMANIFOLD

MOUNTING NOTES

TRAP PRIMER SCHEDULE

FD-1 FLOOR DRAIN - RD. STRAINER - - 2" 2" 1-1/2" 1/2" TRAP PRIMER

LAV-1 WALL MOUNTED LAVATORY 1/2" 1/2" 1-1/4" 1-1/2" 1-1/4"

UR-1 URINAL - WALL MOUNTED - 3/4" - 2" 1-1/2"

WC-1 WATER CLOSET - FLOOR MOUNTED - 1" - 3" 2"

TAG DESCRIPTION HW CW TRAP WASTE VENT NOTES

PLUMBING FIXTURE SCHEDULE

1/2" = 1'-0"

A1 ENLARGED BATHROOM PLUMBING PLAN1/4" = 1'-0"

A11 ADA W ALL HUNG LAVATORY DETAIL1/4" = 1'-0"

A8 TRAP PRIMER PIPING SCHEMATIC

REV. DESCRIPTION DATE

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S

SSS

T

MISCELLANEOUS ABBREVIATIONS GENERAL NOTES

1. ALL NEW SPACE THERMOSTATS SHALL BE

MOUNTED 4'-0" ABOVE FINISHED FLOOR (AFF).

2. EQUIPMENT, DUCTWORK AND PIPING

LOCATIONS SHOWN ARE APPROXIMATE

EXCEPT WHERE DIMENSIONED. EXACTLOCATIONS SHALL BE DETERMINED BY THE

CONTRACTOR TO AVOID INTERFERENCES.

3. FLEXIBLE CONNECTIONS SHALL BE

PROVIDED BETWEEN MOTORIZED UNITS AND

DUCTWORK CONNECTIONS.

4. PROVIDE ACCESS DOORS IN EQUIPMENTAND DUCTWORK FOR ACCESS TO DAMPERS,

MOTORS, FILTERS, FANS AND ON BOTH

SIDES OF HEATING COILS.

5. PIPING SHALL BE RUN AS DIRECT AS

POSSIBLE, PARALLEL TO & FORMING RIGHTANGLES TO THE LINES OF THE BUILDING,

SUPPORTED FROM THE STRUCTURE, FREE

FROM POCKETS & SAGS & PITCHED TO LOWPOINT DRAINS.

6. LOCATE ALL VALVES FOR EASY ACCESS &OPERATION. DO NOT LOCATE VALVES

W/STEMS BELOW HORIZONTAL.

7. ALL EXTERIOR WALL PENETRATIONS SHALL

BE SEALED WEATHERTIGHT.

8. ALL EQUIPMENT SHALL BE INSTALLED

ACCORDING TO MANUFACTURERS RECOMMENDATIONS.

9. DUCTWORK SHALL BE COORDINATED TO

PREVENT ANY INTERFERENCES W/PLUMBING, PIPING, ELECTRICAL,

STRUCTURAL, FIRE PROTECTION,

ARCHITECTURAL AND OTHER WORK.

10. ALL DUCT SIZES SHOWN ARE CLEARINTERNAL DIMENSIONS.

11. CONTRACTOR TO FIELD VERIFY ALLEXISTING DUCT SIZES, PIPE SIZES,

LOUVERS, ETC. INCLUDING LOCATIONS &

ARRANGEMENTS OF SAME. COORDINATENEW WORK WITH EXISTING CONDITIONS.

ANCHOR

ACCESS DOOR

ABOVE FINISHED FLOOR

AIR PRESSURE DROP

AVERAGE WATER TEMPERATURE

BAROMETRIC DAMPER

BACKDRAFT DAMPER

BOTTOM OF STEEL

BRITISH THERMAL UNITS

BRICK VENT

COOLING CONDENSATE DRAINAGE

CUBIC FEET PER MINUTE

DRAIN

DRY BULB

ENTERING AIR TEMP.

ECCENTRIC

ELEVATION

ENTERING W ATER TEMPERATURE

FRESH AIR

FLEXIBLE CONNECTION

FIRE DAMPER

FULL LOAD AMPS

GALLONS PER MINUTE

HORSEPOWER

HEATING, VENTILATING& AIR CONDITIONING

HERTZ

LEAVING AIR TEMP.

LINEAL FEET

LOCKED ROTOR AMPS

LOW WATER CUT-OFF

LEAVING WATER TEMPERATURE

MAXIMUM

THOUSAND BRITISH THERMALUNITS PER HOUR

MANUAL DAMPER

MINIMUM

MOTOR OPERATED DAMPER

MANUAL VENT

NORMALLY CLOSED

PRESSURE DROP

RUN IN COVER

REVOLUTIONS PER MINUTE

STATIC PRESSURE

TOP OF STEEL

TURNING VANES

TYPICAL

VENT

VOLUME DAMPER

WITH

WET BULB

A

AD

AFF

APD

AWT

BD

BDD

BOS

BTU

BV

CD

CFM

D

DB

EAT

ECC

EL

EWT

FA

FC

FD

FLA

GPM

HP

HVAC

HZ

LAT

LF

LRA

LWCO

LWT

MAX

MBH

MD

MIN

MOD

MV

N.C.

PD

RIC

RPM

SP

TOS

TV

TYP.

V

VD

W/

WB

ABBREV. DESIGNATION

SECTION & DETAIL MARKERS

SECTION IDENTIFICATION (LETTER)

SHEET CONTAINING SECTION

DETAIL IDENTIFICATION (NUMBER)

SHEET CONTAINING DETAIL

DUCTWORK STANDARDS

DESCRIPTION

PIPING SERVICE LEGEND

A.C. REF. LIQUID

A.C. REF. SUCTION (VAPOR)

A.C. REG. HOT GAS

LP GAS PIPING

6" GS

NEW

GRILLE, REGISTERS, DIFFUSERS & AIRFLOW

DESIGNATION

EQUIPMENT TAG LEGEND

45° ROUNDDUCT ELBOW

90° ROUNDDUCT ELBOW

MOTOR OPERATED DAMPER

SYMBOLS

12"Ø

SUPPLY GRILLE

EXHAUST GRILLE

FLEXIBLE DUCT

NEW CONNECTION TO EXISTING

FLOW SWITCH

DIRECTION OF FLOW

ELBOW UP OR RISE

ELBOW DOWN OR DROP

THERMOMETER

PIPE CAP

AUTOMATIC AIR VENT

DRIP LEG

PIPE GUIDE

CONTROL VALVE (3-WAY)

PRESSURE RELIEF VALVE

UNION

CONTROL VALVE

SHUT-OFF VALVE

CHECK VALVE

HEATING AND VENTING SYMBOLS

BALANCING VALVE

ROUND SUPPLY OROUTSIDE AIR DUCT UP

ROUND RETURN OR EXHAUSTAIR DUCT UP

ROUND SUPPLY OROUTSIDE AIR DUCT DN

ROUND RETURN OR EXHAUSTAIR DUCT DN

DIRECTION OF AIRFLOW

DUCT PLAN-INCLINED DROP(DOWNSTREAM END LOWER)

DUCT PLAN-INCLINED RISE(DOW NSTREAM END HIGHER)

ACCESS DOOR

FLEXIBLE CONNECTION

BACKDRAFT DAMPER

VOLUME DAMPER(OPPOSED BLADE TYP.)

DUCT SECTION-SUPPLY OROUTSIDE AIR FIRST FIGURE ISWIDTH SECOND FIGURE ISHEIGHT

30x12

TRIPLE DUTY VALVE

BACKFLOW PREVENTER

FLOW CONTROL VALVE

FUEL OIL FUSIBLE SHUT-OFF

PIPE ANCHOR

LOW WATER CUT-OFF

LWCO

CONTROL GROUP

PRESSURE GAUGE

TCP TEMPERATURE CONTROL PANEL

DRAIN-OFF VALVE

STRAINER W/DRAIN &HOSE CONN.

PRESSURE REDUCINGVALVE (WATER)

DIFFERENTIAL PRESSUREREGULATING VALVE

INCREASER OR DECREASER CONCENTRIC

INCREASER OR DECREASER ECCENTRIC

TECHNICAL NOTE- APPLIES ONLY TOSHEET IN WHICH IT APPEARS.

UH-1

11.7 MBHHVAC EQUIPMENT TAG IDENTIFICATION

D.O.

THERMOSTAT

TEMPERATURE CONTROL PANEL

DUCT SMOKE DETECTOR

DESCRIPTIONNEWABBREV. DESIGNATION ABBREV. DESIGNATION

EA

OA

RA

RLA

SA

EXHAUST AIR

OUTDOOR AIR

RETURN AIR

RELIEF AIR

SUPPLY AIR

DIFFUSER TAG WITH AIRFLOW(CUBIC FEET PER MINUTE)

ARROWS INDICATE DIRECTION OF BLOW

BOTTOM BRANCH TAKE-OFF(ALL AIR TERMINALS SHALL HAVE VOLUMEDAMPER UNLESS OTHERWISE NOTED)

SG-1XXX CFM

EG-1XXX CFM

SD-1

XXX CFM

TYPICAL REGISTER/GRILLE

TYPICAL BOTTOM OF DUCT DIFFUSER DROP

TYPICAL FLEX DUCT CONNECTION TO DIFFUSER

DIFFUSER TAG WITH AIRFLOW(CUBIC FEET PER MINUTE)

SD-1XXX CFM

TYPICAL CEILING DIFFUSER

TAG DESIGNATION

G

L

S

HG

PIPE SIZE SERVICE DESIGNATION

PIPING LINE DESIGNATIONS

MOD

FD

BDD

FIRE DAMPER(WITH ACCESS DOORSUPSTREAM & DOWNSTREAM OF DAMPER)

12/10OVAL DUCT SIZE- FIRST #IS SIDE SHOWN

12x10RECTANGULAR DUCT SIZE-FIRST # IS SIDE SHOWN

18x12ACOUSTICALLY LINED DUCTWORK -DIMENSIONS ARE CLEAR INSIDE

RECTANGULAR DUCT TRANSITIONTO ROUND DUCT

DUCT SECTION-EXHAUST ORRETURN AIR

ROUND DUCT DIAMETERIN INCHES

12"Ø

30x12

12"Ø

RECTANGULAR RETURN OREXHAUST DUCT DN

RECTANGULARSUPPLY DUCT DN

RECTANGULAR RETURN OREXHAUST DUCT UP

RECTANGULAR SUPPLY OROUTSIDE AIR DUCT UP

DN

UP

AD

FC

EG

RG

SD

LSD

SG

TG

EXHAUST GRILLE

RETURN GRILLE

SUPPLY DIFFUSER

LINEAR SUPPLY DIFFUSER

SUPPLY GRILLE

TRANSFER GRILLE

CONV-1

CU-1

BS-1

DC-1

DS-1

CF-1

EF-1

FC-1

GH-1

RTU-1

HP-1

IE-1

L-1

RF-1

SF-1

UH-1

UV-1

VH-1

CONVECTOR HEATING UNIT DESIGNATION

AIR COOLED CONDENSING UNIT DESIGNATION

BRANCH SELECTOR BOX DESIGNATION

DRY COOLER DESIGNATION

DUCT SILENCER DESIGNATION

CIRCULATION FAN DESIGNATION

EXHAUST FAN DESIGNATION

FLUID COOLER DESIGNATION

GAS HEATER DESIGNATION

ROOFTOP UNIT DESIGNATION

HEAT PUMP DESIGNATION

INDOOR EVAPORATOR UNIT DESIGNATION

LOUVER DESIGNATION

RETURN FAN DESIGNATION

SUPPLY FAN DESIGNATION

UNIT HEATER DESIGNATION

UNIT VENTILATOR DESIGNATION

VENTILATION HOOD DESIGNATION

1

GLYCOL RETURN

GLYCOL SUPPLYGS

GR

P-1 PUMP DESIGNATION

MAU-1 MAKEUP AIR UNIT DESIGNATION

ERU-1 ENERGY RECOVERY UNIT DESIGNATION

STEMPERATURE SENSOR

S CO2 WALL SENSORCO2

E HVAC SYSTEM EMERGENCY SHUT OFF SWITCH

R REFRIGERANT DETECTOR

HOT WATER RETURN

HOT WATER SUPPLYHWS

HWR

AS-1 AIR SEPERATOR DESIGNATION

ACCU-1 AIR-COOLED CONDENSING UNIT DESIGNATION

EXISTING TO REMAINE

EXISTING RELOCATEDER

REMOVE & RELCOATE EXISTINGRR

EXISTING TO BE REMOVEDR

EXISTING TO REMAIN EXISTING TO BE REMOVED

EG

EL

ES

EHG

EGS

EGR

EHWS

EHWR

EG

EL

ES

EHG

EGS

EGR

EHWS

EHWR

LOW PRESSURE CONDENSATE

LOW PRESSURE STEAMLPS

LPC

ELPS

ELPC

ELPS

ELPC

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PROJECT No.

W BRC CAD FILE:

A/E OF RECORD:

DRAW N BY:

PM:

SCALE:

SHEET TITLE:

PROJECT:

BANGOR, MAINE 207-947-4511

PORTLAND, MAINE 207-828-451

SARASOTA, FLORIDA 941-556-0757

WWW.WBRCAE.COM

WBRCA R C H I T E C T S • E N G I N E E R S

0

COPYRIGHT 2017 WBRCC

04.24.2004.24.2004.24.2004.24.20

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4212.04

MECHANICAL LEGEND

MEZZANINE OFFICERENOVATION

M-001

35 FLAGSTAFF RD ORONO, ME 04469

ISSUED FOR BID 04.24.20

4212.04-M-001

REV. DESCRIPTION DATE

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8

9

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AG BCDEF

20

"x3

2"R

16

"x2

4"R

REMOVE & SALVAGE EXISTING SUPPLY DUCTWORK & GRILLES FOR REINSTALLATION TO ALLOW REMOVAL OF OWNER'S TESTING EQUIPMENT FROM LAB.

SG-R

SG-R

8"x4"R

8"x

4"E

REMOVE EXISTING TOILET ROOM EXHAUST

20

"x2

0"R

20

"x2

0"E

SG-R

SG-RREMOVE & SALVAGE EXISTING SUPPLY DUCTWORK & GRILLES FOR REINSTALLATION BELOW NEW CEILING.

MECHANICAL

TESTING LAB

117

WOMEN

116W

MEN

115W

LOBBY

102C

ELEV. MECH

114

EXISTING EXHAUST TO EQUIPMENT TO REMAIN

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A/E OF RECORD:

DRAW N BY:

PM:

SCALE:

SHEET TITLE:

PROJECT:

BANGOR, MAINE 207-947-4511

PORTLAND, MAINE 207-828-451

SARASOTA, FLORIDA 941-556-0757

WWW.WBRCAE.COM

WBRC

PROJECT NORTH

A R C H I T E C T S • E N G I N E E R S

0

COPYRIGHT 2017 WBRCC

04.24.2004.24.2004.24.2004.24.20

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4212.04

FIRST FLOORMECHANICAL REMOVALS

PLAN

MEZZANINE OFFICERENOVATION

MD101

35 FLAGSTAFF RD ORONO, ME 04469

ISSUED FOR BID 04.24.20

4212.04-MD101

REV. DESCRIPTION DATE

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8

9

10

AG BCDEF

CU-RR

2"

EH

WS

2"

EH

WR

3/4" EHWR3/4" EHWS

REMOVE EXISTING HWS, HW R & LPS PIPING RUN ABOVE MEZZANINE FLOOR BEAMS. MAINTAIN PENETRATIONS THROUGH WALLS FOR REUSE.

REMOVE & SALVAGE EXISTING WALL HUNG CONDENSING UNIT SERVING TEST LAB.

12"⌀E EA DN 12"⌀E EA DN

12"⌀ EA UP TO EF-RRON ROOF

12"⌀E EA UP TO EF-E ON ROOF

16"⌀E EA UP TO EF-E ON ROOF

24x24R EA UP TO EF-R ON ROOF

REMOVE EXISTING FAN, CURB, COOLING THERMOSTAT AND ACCESSORIES.

16

"ØE

T

REMOVE EXISTING THERMOSTAT AND CONDUIT.

R

18"⌀E EA UP TO ROOF TO REMAIN

12"⌀E EA UP TO ROOF. TERMINATE DUCT 24" ABOVE WINDOW .

6"⌀E EA UP TO ROOF TO REMAIN

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PROJECT No.

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A/E OF RECORD:

DRAW N BY:

PM:

SCALE:

SHEET TITLE:

PROJECT:

BANGOR, MAINE 207-947-4511

PORTLAND, MAINE 207-828-451

SARASOTA, FLORIDA 941-556-0757

WWW.WBRCAE.COM

WBRC

PROJECT NORTH

A R C H I T E C T S • E N G I N E E R S

0

COPYRIGHT 2017 WBRCC

04.24.2004.24.2004.24.2004.24.20

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4212.04

MEZZANINE MECHANICALREMOVALS PLAN

MEZZANINE OFFICERENOVATION

MD102

35 FLAGSTAFF RD ORONO, ME 04469

ISSUED FOR BID 04.24.20

4212.04-MD102

REV. DESCRIPTION DATE

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8

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AG BCDEF

REINSTALL EXISTING SUPPLY DUCTWORK & GRILLES.

SG-ER

SG-ER

8"x

4"E

REROUTE TOILET ROOM EXHAUST BELOW NEW FLOOR STRUCTURE

20

"x2

0"E

SG-ER

SG-ERREINSTALL EXISTING SUPPLY DUCTWORK & GRILLES BELOW NEW CEILING.

20

"x2

0"E

R

8"x4"

16

"x2

4"E

R2

0"x

32

"ER

EXISTING EXHAUST TO EQUIPMENT TO REMAIN

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PROJECT No.

W BRC CAD FILE:

A/E OF RECORD:

DRAW N BY:

PM:

SCALE:

SHEET TITLE:

PROJECT:

BANGOR, MAINE 207-947-4511

PORTLAND, MAINE 207-828-451

SARASOTA, FLORIDA 941-556-0757

WWW.WBRCAE.COM

WBRC

PROJECT NORTH

A R C H I T E C T S • E N G I N E E R S

0

COPYRIGHT 2017 WBRCC

04.24.2004.24.2004.24.2004.24.20

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4212.04

FIRST FLOORMECHANICAL PLAN

MEZZANINE OFFICERENOVATION

M-101

35 FLAGSTAFF RD ORONO, ME 04469

ISSUED FOR BID 04.24.20

4212.04-M-101

REV. DESCRIPTION DATE

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8

9

10

AG BCDEF

CONV-2

CONV-1

IE-2

IE-1

IE-4

IE-5

IE-6

IE-7

ERU-1

IE-3

16

"ØE

12"⌀E EA DN

12"⌀E EA DN

12"⌀E EA UP TO EF-ER ON ROOF

12"⌀ EA UP TO EF-E ON ROOF

16"⌀E EA UP TO EF-E ON ROOF

14"Ø

14"Ø

10"Ø

10"Ø 8"Ø

14

14

14

14

"Ø1

0"Ø

10"Ø

10

10

"x8

"

8"x6"

EG-1

150 CFM

EG-1

150 CFM

2"

EH

WS

2"

EH

WR

EG-1

95 CFM

EG-2

120 CFM

EG-2

90 CFM

EG-2

75 CFM

4"Ø

12

6"Ø

6"Ø

6"Ø

12"Ø

6"⌀ OA TO IE-6W/ VOL DAMPER

12"⌀ EA UP TO VH-1 ON ROOF

6"Ø

10"Ø

RG-1

155 CFM

(TYP @ 4)

(TYP @ 4)

12x12 DN TO GRILLE W/ VOLUME DAMPER IN DROP (TYP @ ALL RG-1)

VRV SYSTEM TOUCH SCREEN CONTROLLER

VOLUME DAMPER IN BRANCH (TYP.) SG-1

170 CFM

(TYP @ 4)

(TYP @ 4)

SG-1

210 CFM

RG-1

195 CFM

(TYP @ 3)

(TYP @ 3)2

2

2

2

S

S

T

T

TT

T

T

T

1

L/S L/S

L/S

L/S

L/S

10x8 EA UP TO EF-1 ON ROOF

12"Ø

12"⌀ OA &

12"⌀ EA BELOW

HP-1(ON ROOF)

REFG PIPING UP TO HP-1

REROUTE EXTG HWS, HWR & LPS BELOW MEZZANINE. RECONNECT TO EXISTING WALL PENETRATIONS. MAINTAIN CLEARANCE TO CRANE RAIL.

10x8 EA TIGHT TO ROOF STRUCTURE. MAINTAIN CLEARANCE BEHIND CRANE RAIL.

OPEN OFFICE

308

OFFICE

312

OFFICE

311

OFFICE

310

OFFICE

309

CONFERENCE

RM

307

OFFICE

306OFFICE

305OFFICE

304OFFICE

303

CORRIDOR

302

OPEN OFFICE

316

OPEN OFFICE

314

OFFICE

315

OFFICE

317

OFFICE

318

LOBBY

301CORRIDOR

201MEN

202

WOMEN

203

LIFT

204

JAN.

255

WOMEN

254

VEST.

313

10"Ø

TO IE-6

TO IE-2

REINSTALL CONDENSING UNIT ON ROOF. FASTEN TO SLEEPERS SPANNING MIN. 2 ROOF JOISTS - SEE DETAIL F7/AE501

RUN NEW REFRIGERANT PIPING FROM EXISTING INDOOR FAN COIL UNIT IN TEST LAB BELOW TO RELOCATED CONDENSING UNIT ON ROOF.

CU-ER(ON ROOF)

18"⌀E EA UP TO ROOF TO REMAIN

12"⌀E EA UP TO ROOF. TERMINATE DUCT 24" ABOVE WINDOW .

6"⌀E EA UP TO ROOF TO REMAIN

6"Ø

6"Ø

SG-1

170 CFM

2222

2

2

2

2

2

22

RG-1

155 CFM

10"Ø

12"⌀ OA UP TO IH-1 ON ROOF

ALL EXPOSED DUCTWORK SHALL HAVE 'PAINT-GRIP' FINISH FOR FIELD PAINTING.

FIELD PREP ALL EXPOSED EXISTING DUCTWORK FOR FIELD PAINTING.

LADDER

319

8"Ø

11

10

AG BCDEF

EF-E

EF-E

EF-R

EF-ER

REMOVE & SALVAGE EXISTING EXHAUST FAN, FAN BASE, STACK AND GUY WIRES FOR REINSTALLATION.

REINSTALL EXISTING EXHAUST FAN, BASE AND STACK. RECONNECT EXHAUST DUCT AT CURB.

EXISTING EXHAUST FANS AND STACKS TO REMAIN

ROOF HATCH

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PROJECT No.

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SCALE:

SHEET TITLE:

PROJECT:

BANGOR, MAINE 207-947-4511

PORTLAND, MAINE 207-828-451

SARASOTA, FLORIDA 941-556-0757

WWW.WBRCAE.COM

WBRC

PROJECT NORTH

A R C H I T E C T S • E N G I N E E R S

0

COPYRIGHT 2017 WBRCC

04.24.2004.24.2004.24.2004.24.20

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4212.04

MEZZANINE MECHANICALPLAN

MEZZANINE OFFICERENOVATION

M-102

35 FLAGSTAFF RD ORONO, ME 04469

ISSUED FOR BID 04.24.20

4212.04-M-102

1/8" = 1'-0"

A1 MEZZANINE MECHANICAL PLAN

TECHNICAL NOTES:

ELECTRICAL PANEL SPACE - NO PIPING OR DUCTWORK ALLOWED.

SKYLIGHT ABOVE - NO PIPING OR DUCTWORK ALLOWED.

2

1

GENERAL NOTES:

INSULATE ALL EXISTING HOT WATER PIPING TO REMAIN IN AREAS WHERE PIPING W ILL REMAIN EXPOSED. SEE ALLOWANCE SPECIFICATION 012100 AND HVAC INSULATION SECTION 220700.

1.

1/8" = 1'-0"

J1 ROOF MECHANICAL PLAN

REV. DESCRIPTION DATE

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STEEL CHANNEL - SPAN MIN. 2 JOISTS (TYP)

STRUCTURE ABOVE

THREADED ROD (TYP)

OA

RASA

OUTSIDE AIR DUCT(WHERE APPLICABLE)

VOLUMEDAMPER(TYP.)

CEILING CONCEALED,INDOOR EVAPORATORCOOLING UNIT

ACCESSIBLE CEILING

FLEXIBLE CONNECTOR(TYP)

VIBRATION ISOLATOR(TYP)

MATCH UNIT CONNECTION SIZE (TYP.)

1" MAX

VOLUME DAMPER

ADJUSTABLE HORIZONTALFRONT BLADES & ADJUSTABLE VERTICAL REAR BLADES

NOTE:COORDINATE LOCATIONS/ELEVATIONS WITH ARCH. DRAWINGS

EXPOSED SUPPLYAIR DUCT (PAINT GRIP)

THREADED ROD &DUCT SUPPORT STRAPS TO ROOF STRUCTURE

EXISTING GLULAM

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PROJECT No.

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A/E OF RECORD:

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PM:

SCALE:

SHEET TITLE:

PROJECT:

BANGOR, MAINE 207-947-4511

PORTLAND, MAINE 207-828-451

SARASOTA, FLORIDA 941-556-0757

WWW.WBRCAE.COM

WBRCA R C H I T E C T S • E N G I N E E R S

0

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04.24.2004.24.2004.24.2004.24.20

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4212.04

MECHANICAL SCHEDULES

MEZZANINE OFFICERENOVATION

M-601

35 FLAGSTAFF RD ORONO, ME 04469

ISSUED FOR BID 04.24.20

4212.04-M-601

5. UNIT SIZED TO PROVIDE 500 CFM @ 0.40" ESP IN FUTURE

4. PROVIDE 2" PLEATED MERV 8 FILTERS AT OUTSIDE AIR AND EXHAUST AIR STREAM3. PROVIDE FACTORY INSTALLED AND WIRED DISCONNECT SWITCH

2. SCHEDULED ELECTRICAL DATA INCLUDES SINGLE POINT POWER

1. BASED ON RENEWAIREENERGY RECOVERY UNIT SCHEDULE NOTES:

ERU-1 VRV EVAPORATORS EV450IN 380 0.40 0.6 FC/DD 380 0.40 0.6 FC/DD STATIC PLATE 88 / 73 -7 75 / 65 70 78 / 68 50 6.8 32.2 61 69 200 7.2 9 15 120 1 1, 2, 3, 4, 5

SUMMER WINTER SUMMER WINTER SUMMER WINTER SUMMER WINTER SUMMER WINTERCFM

ESPIN-WC

HP TYPE CFMESP

IN-WCHP TYPE TYPE

OUTSIDE AIR °F RETURN AIR °F SUPPLY AIR °F RECOVERY MBH EFFICIENCY %FLA MCA MOCP VOLTS PHASE

TAG SERVES MODEL

SUPPLY FAN EXHAUST FAN ENERGY RECOVERY COREWEIGHT

LBS.

ELECTRICAL

NOTES

ENERGY RECOVERY UNIT SCHEDULE

4. AIR PRESSURE DROP INCLUDES 1" PLEATED 12x12 MERV 8 FILTER EQUAL TO AAF MEGAPLEAT M8.

3. PERFORMANCE BASED ON 22.5° FRONT BLADE ANGLE

2. PROVIDE WHITE FINISH1. BASED ON PRICE

DIFFUSER / GRILLE SCHEDULE NOTES:

EG-2 EXHAUST AIR GRILLE 12 x 6 150 0.041 - <15 45° DEFLECTION 530-L SURFACE 1, 2EG-1 EXHAUST AIR GRILLE 8 x 8 200 0.034 - <15 EGG CRATE 80-F SURFACE 1, 2

RG-1 RETURN AIR GRILLE 12 x 12 220 0.264 - <15 EGG CRATE 80FF SURFACE 1, 2, 4

SG-1 SUPPLY AIR GRILLE 16 x 6 220 0.028 8-12-21 <15 DBL. DEFLECTION 520-L SURFACE 1, 2, 3

TAG DESCRIPTIONNECKSIZE

(W x H)

MAXCFM

SP(IN-WC)

THROWFT

NC TYPE MODEL MOUNTING NOTES

DIFFUSER / GRILLE AND REGISTER SCHEDULE

4. REMOVE FACTORY FILTER AND SEAL CABINET.

3. VENTILATION KIT2. PROVIDE FACTORY INSTALLED CONDENSATE LIFT PUMP

1. BASED ON DAIKIN

INDOOR EVAPORATOR UNIT SCHEDULE NOTES:

IE-7 CONFERENCE ROOM CEILING MOUNTED CASSETTE 317 35 7.8 5.8 10.6 FXZQ09TAVJU 0.3 208 1 36 1, 2, 3

IE-6 EAST OFFICES CONCEALED HORIZ. DUCTED 688 60 19.6 16.3 26.9 FXMQ24PBVJU 1.8 208 1 80 1, 2, 4

IE-5 OPEN OFFICE E CEILING MOUNTED CASSETTE 777 60 19.6 17.1 26.9 FXFQ24TVJU 0.7 208 1 51 1, 2, 3IE-4 OPEN OFFICE S CEILING MOUNTED CASSETTE 777 60 19.6 17.1 26.9 FXFQ24TVJU 0.7 208 1 51 1, 2, 3

IE-3 OPEN OFFICE N CEILING MOUNTED CASSETTE 777 60 19.6 17.1 26.9 FXFQ24TVJU 0.7 208 1 51 1, 2, 3

IE-2 SOUTH OFFICES CONCEALED HORIZ. DUCTED 688 60 19.6 16.3 26.9 FXMQ24PBVJU 1.8 208 1 80 1, 2, 4

IE-1 WEST OFFICES CONCEALED HORIZ. DUCTED 635 45 14.7 13.7 19.9 FXMQ18PBVJU 1.6 208 1 62 1, 2, 4

CFM CFM MBH MBH MBH

AIR FLOW AIR FLOW CLG CAP CLG CAP CAPACITY MODELMCA VOLT PHASE

TAG SERVES MOUNTING

DRY AIR OUTDOOR TOTAL SENSIBLE HEATING ELECTRICALWEIGHT

LBS.NOTES

INDOOR EVAPORATOR UNIT SCHEDULE

2. OUTDOOR UNIT MULTI-CONNECTION PIPE KIT

1. BASED ON DAIKIN AURORA HEAT PUMP

AIR-COOLED HEAT PUMP SCHEDULE NOTES:

HP-1 OFFICE FITOUT RXLQ144TAYDU 12 102 114.9 88 12.4 135 -10 2.21 R-410A 51.6 29 2 8,805 INV. SCROLL 2 9.4 (2) 3/8 (2) 3/4 N/A (2) 28.1 (2) 35 460 3 1450 1, 2

TONS MBH F MBH F IN IN FUSE

NOMINAL COOLING AMBIENTEER

HEATING AMBIENT COP(@ 17F)

TYPEBASELBS.

ADD'LLBS.

QTYTOTALCFM

TYPE QTYRLA

EACHLIQUID SUCTION HOT GAS

INMCA

MAXVOLT PHASE

TAG SERVES MODELCOMBINATION

RATIO %

COOLING HEATING REFRIGERANT FANS COMPRESSORS CONNECTIONS ELECTRICALWEIGHT

LBSNOTES

AIR-COOLED HEAT PUMP UNIT SCHEDULE

6. ALUMINUM CONSTRUCTION AND BIRDSCREEN

5. 24V MOTORIZED DAMPER W/ END SWITCH

4. PROVIDE FINISH / COLOR AS SELECTED BY ARCHITECT

3. UNITS SELECTED AT FUTURE AIRFLOW. CURRENT BALANCE OF 380 CFM @ <0.01" SP.2. 24" HIGH INSULATED CURB WITH NAILER, DAMPER TRAY AND CURB SEAL

1. BASED ON GREENHECK

VENT HOOD SCHEDULE NOTES:

VH-1 ERU-1 EXHAUST AIR FGR EXHAUST 16 x 16 36 x 26 500 1.78 281 0.01 90 1, 2, 3, 4, 5, 6

IH-1 ERU-1 OUTDOOR AIR FGI INTAKE 16 x 16 36 x 26 500 1.78 281 0.01 90 1, 2, 3, 4, 5, 6

W x H W x H SQFT FPM IN WC LBS

TAG SERVES MODEL TYPE SIZE SIZE CFM FREE AREA VELOCITY APD WEIGHT NOTESTHROAT HOOD THROAT THROAT

VENT HOOD SCHEDULE

5. ADJUSTABLE COUNTERWEIGHT BACKDRAFT DAMPER

4. COLOR AS SELECTED BY ARCHITECT3. HINGED BASE KIT WITH CABLES

2. 24" HIGH INSULATED ROOF CURB WITH DAMPER TRAY

1. BASED ON GREENHECK

FAN SCHEDULE NOTES:

EF-1 TOILET EXHAUST DOWNBLAST G-090-D 300 0.5 1,336 1/8 120 1 1, 2, 3, 4, 5

HP VOLT PHASE

TAG SERVES TYPE MODEL CFMESP

IN-WCFANRPM

ELECTRICALNOTES

FAN SCHEDULE

2. PROVIDE COLOR AS SELECTED BY ARCHITECT1. BASED ON STERLING

CONVECTOR SCHEDULE NOTES:

CONV-2 WOMENS ROOM 203 FWG-A WALL RECESSED 2.3 4 24 24 0.50 0.2 180 1, 2

CONV-1 MENS ROOM 202 FWG-A WALL RECESSED 2.3 4 24 24 0.50 0.2 180 1, 2

IN IN IN

DEPTH HEIGHT LENGTHTAG SERVES MODEL TYPE MBH

CABINET

GPM WPD EWT NOTES

CONVECTOR SCHEDULE

1/4" = 1'-0"

A1 INDOOR EVAPORATOR UNIT DETAIL

1/4" = 1'-0"

D1 EXPOSED DUCT DETAIL REV. DESCRIPTION DATE

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ABBREVIATIONS:

MOUNTING HEIGHT DETAIL

LEGEND:

A a

EXIT

8" MAX.

DUPLEX RECEP,TEL/DATA, CTV

FLOOR

CEILING

PANELBOARDFACP,

SACP

W

CALLBUTTON

1'-

6"

4'-

0"

4'-

0"

4'-

0"

4"

4"

4'-

0"

4'-

0"

4'-

0"6'-

0"

1'-

6"

EQ.EQ.

NOT TO SCALE

A

EMERGENCY LIGHT

FLUORESCENT FIXTURE - UPPERCASE LETTER IS TYPE, LOWERCASE LETTER IS SWITCH CONTROL GROUPRECTANGLES INDICATE NUMBER FIXTURES IN A ROW.

CEILING MOUNTED FIXTURE - NOTES SAME AS ABOVE

WALL MOUNTED FIXTURE - NOTES SAME AS ABOVE

CEILING MOUNTED EXIT SIGN - ARROW INDICATES DIRECTIVE ARROW ON SIGN

WALL MOUNTED EXIT SIGN - ARROW INDICATES DIRECTIVE ARROW ON SIGN EMERGENCY LIGHTING

BATTERY PACK WITH EMERGENCY LAMPS AS SHOWN

REMOTE EMERGENCY LAMP LIGHT FIXTURES

SPST FLUSH WALL TOGGLE SWITCH - MOUNT AT 48" A.F.F TO CENTER - LETTER INDICATES SWITCH GROUP

THREE-WAY TOGGLE SWITCH - NOTES SAME AS SPST SWITCH ABOVE

DIMMER SWITCH - NOTES SAME AS SPST SWITCH ABOVE

CEILING MOUNTED OCCUPANCY SENSOR - "LN" INDICATES LINE VOLTAGE

PHOTO CELL

20 AMP QUADRAPLEX (DOUBLE DUPLEX) - NOTES SAME AS ABOVE

SPECIAL PURPOSE OUTLET OR EQUIPMENT CONNECTION - COORDINATE LOCATION AND TYPE OF CONNECTIONWITH EQUIPMENT BEING SERVED.

JUNCTION BOX WITH COVER

MOTOR - SIZE AS INDICATED - COORDINATE W/ ACTUAL EQUIPMENT BEING SERVED

MANUAL STARTER - COORDINATE WITH EQUIPMENT BEING SERVED SINGLE THROW

FUSED DISCONNECT SWITCH - NEMA ENCLOSURE AS REQUIRED REMOTE CONTROL

MAGNETIC STARTER - COORDINATE W / EQUIPMENT BEING SERVED

GROUND

ADA ELECTRICALLY-ASSISTED DOOR OPENER PUSHBUTTON

BRANCH CIRCUIT RUN IN CEILING OR IN WALLS

LOW VOLTAGE OR CONTROL WIRING - #12 MINIMUM OR AS NOTED

MULTI-CONDUCTOR BRANCH CIRCUIT - NUMBER OF HASHMARKS IS NUMBER OF WIRES(NOT INCLUDING GROUND WIRE) WITHOUT HASHMARKS IS TWO WIRE

HOMERUN TO CIRCUIT AND PANEL INDICATED - NUMBER OF ARROWS IS NUMBER OF PHASE WIRES -NUMBER OF WIRES AS INDICATED ABOVE

CONTINUATION OF CIRCUIT

DIRECTIVE ARROW

PANELBOARD - SEE PANELBOARD SCHEDULE(S)

COMBINATION VOICE/DATA JACK - CONCUIT AND BOXES ONLY. CABLING, JACKS AND FACEPLATES ARE NIC (BY OWNER'S VENDOR) - "V" INDICATES NUMBER OF VOICE LINES, "D" INDICATES NUMBER OF DATA LINES INDICATES NUMBER OF BLANK PORTSPROVIDE (1) EACH UNLESS NOTED OTHERWISE - "U" INDICATES 48" TO CENTER A.F.F.

VOICE JACK - NOTES SAME AS VOICE/DATA JACK ABOVE - "W" INDICATES WALL PHONE, (1) VOICE LINE ONLY

DATA JACK - NOTES SAME AS VOICE/DATA JACK ABOVE

WIRELESS ACCESS PORT- PROVIDE (2) DATA JACKS FOR OWNER SUPPLIED ANTENNA

TELEVISION JACK - NOTES SAME AS RECEPTACLES

RECESSED FLOOR OR CEILING MOUNTED BOX - POWER & COMMUNICATIONS AS SHOWN-"F" INDICATES FLOORMOUNTED, "C" INDICATES CEILING MOUNTED - NOTES SAME AS VOICE/DATA JACK ABOVE

CEILING ROUND SPEAKER (SOUND OR INTERCOM SYSTEM AS SHOWN)

WALL SPEAKER (SOUND OR INTERCOM SYSTEM AS SHOWN)- "H" INDICATES HORN TYPE

CABLE TRAY

FIRE ALARM SYSTEM CONTROL PANEL

FIRE ALARM ANNUNCIATOR

FIRE ALARM SYSTEM CEILING MOUNTED HEAT DETECTOR

FIRE ALARM SYSTEM CEILING MOUNTED SMOKE DETECTOR

FIRE ALARM SYSTEM DUCT MOUNTED SMOKE DETECTOR

WALL MOUNTED FIRE ALARM SYSTEM MANUAL PULL STATION

FIRE ALARM SYSTEM WALL MOUNTED AUDIO/VISUAL DEVICE WITH VISUAL DEVICE CANDELA RATING AS NOTED

FIRE ALARM SYSTEM WALL MOUNTED VISUAL DEVICE ONLY - CANDELA RATING AS NOTED FIRE ALARM SYSTEM

DOOR HOLD-OPEN DEVICE CONNECTION

A AMPERESAFF ABOVE FINISHED FLOORAFG ABOVE FINISHED GRADE

ATS AUTOMATIC TRANSFER SWITCHBATT BATTERYBKR BREAKERBLDG BUILDING

CB CIRCUIT BREAKERCKT CIRCUITCLG CEILING

CMP CENTRAL MAINE POWER CO.CT CURRENT TRANSFORMERDN DOWN

DWG DRAWINGEMERG EMERGENCYEMT ELECTRICAL METALLIC TUBING

EQUIP EQUIPMENTFA FIRE ALARMFAA FIRE ALARM ANNUNCIATORFACP FIRE ALARM CONTROL PANELFA-PE FIRE ALARM SYSTEM POWER EXTENDERFIN FINISH, FINISHED

FLR FLOOR

GND GROUNDHP HORSEPOWER, HEAT PUMPJB JUNCTION BOX

KVA KILO VOLT AMPSKW KILOWATT(S)LTG LIGHTINGMAX MAXIMUMMIN MINIMUMN NEWOC ON CENTER

OS/OI OWNER SUPPLIED, OWNER INSTALLED ITEMPAR PARTIAL CIRCUITPVC POLYVINYL CHLORIDE

RECEP RECEPTACLETEL TELEPHONETYP TYPICAL

UG UNDERGROUNDV VOLTSW WATTS

WG WIRE GUARDWM WIREMOLDWP WEATHERPROOF

WALL SWITCH,THERMOSTAT,

OCC. SENSOR(TYP.)

4'-0" AFF OR 6" ABOVE

COUNTERTOP ORBACKSPLASH,WHICHEVER IS LOWER

DUPLEX RECEP,TEL/DATA, CTV - W/

"U" DESIGNATION

8'-0" AFF OR 1'-0" BELOW CEILING,WHICHEVER IS HIGHER

8'-0" AFF OR 1'-0" BELOW CEILING,WHICHEVER IS HIGHER

6'-8" AFF OR 6" BELOW CEILING,WHICHEVER IS LOWER

WALL LIGHT-REFER TOLIGHT FIXTURE SCHEDULEFOR MOUNTING HEIGHT

MOUNTING BRACKETEQUAL TO CADDY, CAT#RBS & 4" SQ. BOXES W/

PLASTER RINGS (TYP.)

6'-O"MAX TO HIGHESTCIRCUIT BREAKER

5'-0" AFF W/60" PULLCORD

NOTE:IT IS THE INTENT OF THIS DETAIL TO CENTER ALL DEVICES (ELEC & MECH)LOCATED ABOVE/BELOW/BESIDE EACH OTHER ALONG THE SAME CENTERLINE.

PROVIDE MTG. BLOCKING/SUPPORTS AS REQ'D.

PP POWER PACK FOR LOW VOLTAGE LIGHTING CONTROL DEVICES

VACANCY SENSOR - MANUAL ON / AUTOMATIC OFF OPERATION - NOTES SAME AS ABOVE- "a/b" DENOTES DUAL RELAY SENSOR (SINGLE SWITCH W/ (2) RELAYS IS REQUIRED)

V

3

D

LOW VOLTAGE SWITCH - NOTES SAME AS ABOVEL

F

VOLUME CONTROL SWITCH - NOTES SAME AS ABOVEVC

PLUGMOLD

FUSED DISCONNECT SWITCH / MAGNETIC STARTER - NOTES SAME AS ABOVE

LADDER TRAY

F

DH

F

S

S

H

FAA

FACP

SP

SP

TV

W

M

J

PE

OS

EB

EB F F

TV

CRF

E

WALL MOUNTED LINEAR FIXTURE - NOTES SAME AS ABOVE

TRACK LIGHTING - NOTES SAME AS ABOVE

SPC

CEILING 2x2 LAY-IN SPEAKER (SOUND OR INTERCOM SYSTEM AS SHOWN) SP

AaAa aA

EC EMERGENCY LIGHTING CONTROL UNIT

INDICATES CIRCUIT HOMERUNPANELBOARD NAME - #

INDICATES CIRCUIT HOMERUN VIA INDICATED RELAYPANELBOARD NAME - #,RELAY #

1'-2" ABOVE DOOR FRAME TO CENTER

A

A

a

A

ALL DEVICES, FIXTURES, ETC. SHALL BE NEW UNLESS DESIGNATED WITH THE FOLLOWING TAGS:

E EXISTING TO REMAINER EXISTING RELOCATEDNR NEW TO REPLACE EXISTING IN EXISTING LOCATIONR EXISTING TO BE REMOVEDRR REMOVE AND RELOCATE EXISTING

20 AMP DUPLEX CONVENIENCE RECEPTACLE - MOUNT AT 18" A.F.F. TO CENTER UNLESS NOTWD OTHERWISE -"GFI" INDICATES GROUND FAULT DEVICE, "U" INDICATES MOUNTED AT 48" OR 6" ABOVE BACKSPASH OR COUNTER, WHICHEVER IS LOWER - "*" INDICATES GFI PROTECTED BY UPSTREAM DEVICE, "WP" INDICATES WEATHERPROOF,"IG" INDICATES INSULATED/ISOLATED GROUND, "C" INDICATES CEILING MOUNTED, "F" INDICATES FLOOR MOUNTED,"WR" INDICATES WEATHER RESISTANT RATED, "H" INDICATED HORIZONTALLY MOUNTED, "USB" INDICATES DUPLEX RECEPTACLE WITH 2-PORT USB CHARGER

GENERAL ELECTRICAL DEMO NOTES

1. ELECTRICAL CONTRACTOR SHALL REVIEW ALL TRADE'S DRAW INGS. AREAS NOTED TO BE DEMOLISHED ARE SHOWN ON ARCHITECTURAL PLANS. THIS SHALL INCLUDE ALL ELECTRICAL DEVICES, FIXTURES AND/OR SWITCHGEAR. ALL EXISTING EQUIPMENT SHALL REMAIN ON EXISTING SURFACES UNLESS SPECIFICALLY NOTED OTHERWISE.

2. WIRING FOR EXISTING BRANCH CIRCUIT DEVICES TO BE DEMOLISHED SHALL BE REMOVED BACK TO THE PANELBOARD. THE ASSOCIATED CIRCUIT BREAKER SHALL BE TURNED OFF AND MARKED AS SPARE IN THE PANELBOARD DIRECTORY. DO NOT ABANDON BRANCH CIRCUIT WIRING ABOVE CEILINGS OR IN WIREWAYS.

3. ALL ACCESSIBLE RACEWAYS & CABLES, NO LONGER IN USE, SHALL BE REMOVED

4. MAINTAIN, OR RESTORE IF INTERRUPTED BY REMOVALS OR IN PATH OF NEW CONSTRUCTION, ALL CONDUITS, BRANCH CIRCUITS, AND FEEDERS PASSING THROUGH AND SERVING UNDISTURBED AREAS (SHOWN OR NOT SHOWN).

5. ALL EXISTING CONDUITS STUBBED THROUGH FLOOR SERVING ITEMS TO BE REMOVED (SHOWN OR NOT SHOWN) AND NOT REQUIRED TO BE REUSED SHALL BE CUT OFF FLUSH WITH THE SLAB DECK AND SEALED.

6. IN ANY AREA REQUIRING THE PERFORMANCE OF ANY TRADES WORK, THE ELECTRICAL CONTRACTOR SHALL CAREFULLY REMOVE AND STORE ANY ELECTRICAL ITEMS IN THE PATH OF WORK, REINSTALLING AND RECONNECTING SAME AS REQUIRED IN ACCORDANCE WITH THE PLANS AND/OR AS DIRECTED AFTER COMPLETION OF OTHER TRADES WORK IN THAT AREA.

7. ENSURE REMOVAL OF ELECTRICAL DEVICES IN CONSTRUCTION AREA DOES NOT AFFECT ADJACENT AREAS. PROVIDE TEMPORARY CONNECTIONS IF NECESSARY TO MAINTAIN SERVICE IN ADJACENT SPACES.

8. ALL ELECTRICAL FIXTURES, DEVICES, LIGHT FIXTURES, SECURITY DEVICES AND EQUIPMENT SHALL BE TURNED OVER TO THE OWNER. IF OWNER DOES NOT WISH TO KEEP ITEMS, THEY BECOME THE PROPERTY OF THE ELECTRICAL CONTRACTOR AND MUST BE REMOVED FROM THE SITE.

GENERAL NOTES

1. ALL WORK SHALL BE INSTALLED IN A NEAT AND WORKMAN LIKE MANNER, RECTILINEAR TO BUILDING STRUCTURE, AND IN ACCORDANCE WITH ALL APPLICABLE CODES, INCLUDING, BUT NOT LIMITED TO NFPA 70, 72, 90A, 101 AND DIRECTION OF AUTHORITY HAVING JURISDICTION.

2. EXACT LOCATION OF MECHANICAL EQUIPMENT THAT REQUIRES ELECTRICAL CONNECTION IS SHOWN ON THE MECHANICAL PLANS.

3. CONTRACTOR SHALL REVIEW ALL TRADES CONTRACT DOCUMENTS, AND FIELD VERIFY TO DETERMINE SPECIFIC MOUNTING LOCATIONS FOR ELECTRICAL EQUIPMENT AND CONDUITS.

4. COORDINATE ARRANGEMENT, MOUNTING, AND SUPPORT OF ELECTRICAL CONDUIT AND EQUIPMENT TO PROVIDE FOR EASE OF DISCONNECTING THE EQUIPMENT WITH MINIMUM INTERFERENCE TO OTHER INSTALLATIONS; TO ALLOW RIGHT OF WAY FOR PIPING INSTALLED AT A REQUIRED SLOPE; AND SO CONNECTING RACEWAYS SHALL BE CLEAR OF OBSTRUCTIONS AND OF THE WORKING AND ACCESS SPACE OF OTHER EQUIPMENT.

5. RUN SEPARATE NEUTRAL WIRE FOR EACH DEDICATED BRANCH CIRCUIT SHOWN ON THE PLANS.

EB

ACCESS CONTROL SYSTEM CARD READER

ACCESS CONTROL POSITION SWITCH

SECURITY CAMERA - PROVIDED AND INSTALLED BY OWNER'S VENDOR. INSTALL J-BOX AND CONDUIT TO NEAREST ACCESSIBLE CEILING.

CR

PS

AS INDICATED

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PROJECT No.

W BRC CAD FILE:

A/E OF RECORD:

DRAW N BY:

PM:

SCALE:

SHEET TITLE:

PROJECT:

BANGOR, MAINE 207-947-4511

PORTLAND, MAINE 207-828-451

SARASOTA, FLORIDA 941-556-0757

WWW.WBRCAE.COM

WBRCA R C H I T E C T S • E N G I N E E R S

0

COPYRIGHT 2017 WBRCC

04.24.2004.24.2004.24.2004.24.20

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4212.04

ELECTRICAL LEGEND &LIGHT FIXTURE

SCHEDULE

MEZZANINE OFFICERENOVATION

E-001

35 FLAGSTAFF RD ORONO, MAINE 04469

ISSUED FOR BID 04.24.20

MEZZANINE OFFICE RENOVATION-E-001

EXIT SIGN --LITHONIA LIGHTINGLQM-S-W-*-R-120/277

-- RED LED LED -- 1 120/277REFER TO PLANS FOR QUANTITIES AND NUMBER OFFACES.

EMERGENCY BATTERY PACK --LITHONIA LIGHTINGELM4L UVOLT LTP HO

CLEAR LED LED -- 22120VAC/9.6VDC

REMOTE HEADS --LITHONIA LIGHTINGELMRE SP640L **

CLEAR LED LED -- 3.3W / HEAD 6-18VDC REFER TO PLANS FOR NUMBER OF HEADS.

F SUSPENDED STRIPLIGHT 4'LLITHONIA LIGHTING WH / HC36ZL1D L48 SMR 5000LM FST MVOLT 68K 80CRI /HC36 ZLR L48 SYM WH

FROSTED ACRYLIC LED0-10V

DIMMING133 41 UNV. CHAIN HANG TO 8'-0" AFF TO BOTTOM UNO.

E EXISTING TO REMAIN -- -- -- -- -- -- -- --

D SURFACE MOUNTED VOLUMETRIC 4'LLITHONIA LIGHTINGSTL4-40L-GZ10-LP835

ACRYLIC LED0-10V

DIMMING107 35 120

C1 SUSPENDED LINEAR DIRECT / INDIRECT 4'L

MARK ARCHITECTURALS4LID LLP 4FT 4' 80CRI 35K 1000LMF I80CRI I800LMFMIN1SCT MVOLT WHT ZT *** FA/36A RDCY WHCY WCRD

FROSTED ACRYLIC LED0-10V

DIMMING110 59 120/277

SUSPEND FIXTURE TO 9'-6" AFF TO BOTTOM.PROVIDE "ADC" PHOTO CELL OPTION TO FIXTURESINDICATED ON PLAN.

C SUSPENDED LINEAR DIRECT / INDIRECT 4'L

MARK ARCHITECTURALS4LID LLP 4FT 4' 80CRI 35K 600LMF I80CRI I600LMFMIN1SCT MVOLT WHT ZT *** FA/36A RDCY WHCY WCRD

FROSTED ACRYLIC LED0-10V

DIMMING132 40 120/277

SUSPEND FIXTURE TO 9'-6" AFF TO BOTTOM.PROVIDE "ADC" PHOTO CELL OPTION TO FIXTURESINDICATED ON PLAN.

B CEILING RECESSED ARCHITECTURAL 2'x2'LITHONIA LIGHTING2BLT2 A 33L SDSM GZ1 LP835

FROSTED ACRYLIC LED0-10V

DIMMING125 28 UNV.

A CEILING RECESSED ARCHITECTURAL 1'x4'LITHONIA LIGHTINGBLT4 48L SDSM GZ1 LP835

FROSTED ACRYLIC LED0-10V

DIMMING122 39 UNV.

TYPE DESCRIPTION SIZEMANUFACTURER

CAT. NO.LENS/LOUVER

LAMPS(1)

DRIVER(1)

MINIMUMEFFICACY

WATTSPER

FIXTUREVOLT. NOTES

LIGHT FIXTURE SCHEDULE

REV. DESCRIPTION DATE

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11

6

7

8

9

10

AG BCDEF

MGR

113

ENGINEER

OFF.

103

LOBBY

11

MEN

115W

WOMEN

116WELEV. MECH

114

STAIR 1

100

VEST

134C

ELEC.

135M

MEETING RM.

21

RECEP.

22

COMM. DIR.

28

VEST

132C

MECHANICAL

TESTING LAB

117

MECH RM.

125M

TELCOM

122M

XX

119TRANS VAULT

124M

ELEC

123M

COMPOSITES

FAB. LAB

131

LOBBY

102CVEST

101A

ELEV.

221ELEV.

102

2P2

4P2

E

E

E

CU-RR

T

RR

RR

RR RR RR RR RR

RR RRRRRRRR RR

E E E E E

E E E E E

E E E E E

EXISTING CONDUITS TO REMAIN

EXISTING CONDUITS, JUNCTION BOX AND CABLING TO BE REMOVED AND RELOCATED BELOW NEW LOWERED CEILING. RECONNECT AS REQUIRED TO MAINTAIN SERVICE

E

E

E

E

MDS

4P1

T

2P1

FACPE

E

E

4P4-2

E

REMOVE CONDUIT RUN ACCROSS TOP OF MEZZANINE FLOOR BACK TO JUNCTION BOX. MAINTAIN CABLING TO BE RECONNECTED

DISCONNECT ALL ASSOCIATED ELECTRICAL CABLING AND DEVICES FROM EQUIPMENT TO BE RELOCATED. MAINTAIN EXISTING CABLING TO BE EXTENDED TO NEW LOCATION

EXISTING ELECTRICAL CONDUIT AND CABLING IN CONFLICT WITH DOOR AND WALL DEMOLITION TO BE REMOVED AND REINSTALLED AFTER NEW DOOR IS INSTALLED AND WALL IS REPAIRED

K

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PROJECT No.

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A/E OF RECORD:

DRAW N BY:

PM:

SCALE:

SHEET TITLE:

PROJECT:

BANGOR, MAINE 207-947-4511

PORTLAND, MAINE 207-828-451

SARASOTA, FLORIDA 941-556-0757

WWW.WBRCAE.COM

WBRC

PROJECT NORTH

A R C H I T E C T S • E N G I N E E R S

0

COPYRIGHT 2017 WBRCC

04.24.2004.24.2004.24.2004.24.20

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4212.04

FIRST FLOOR ELECTRICALDEMO PLAN

MEZZANINE OFFICERENOVATION

ED101

35 FLAGSTAFF RD ORONO, MAINE 04469

ISSUED FOR BID 04.24.20

MEZZANINE OFFICE RENOVATION-ED101

1/8" = 1'-0"

A1 ED100

REV. DESCRIPTION DATE

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8

9

10

AG BCDEF

R

R

R R

R

R R

R

R

EF-E

EF-E

EF-RR

R

REMOVE ALL ELECTRICAL DEVICES, CONDUCTORS AND EXPOSED CONDUITS ASSOCIATED WITH EXHAUST FAN BEING REMOVED

REMOVE EXISTING HIGH-BAY LIGHTING AND RETURN TO OWNER

REMOVE ALL CONNECTIONS, DISCONNECTS, ETC. TO EXISTING EQUIPMENT IN MEZZANINE (TYP.)

R

R

R

E

2P7

E

R

R

2P2-3

J

REMOVE JUNCTION BOX AND ASSOCIATED CONDUITS AND CABLING TO EXHAUST FAN BEING REMOVED

RELOCATE CONDUIT DROP INSIDE NEW BOXOUT IN ADJACENT COLUMN BAY

EF-RR

DISCONNECT CONDUCTORS FEEDING REMOVED RELOCATED EXHAUST FAN. CONDUCTORS TO BE RELOCATED AND EXTENDED TO NEW EXHAUST FAN LOCATION

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A

PROJECT No.

W BRC CAD FILE:

A/E OF RECORD:

DRAW N BY:

PM:

SCALE:

SHEET TITLE:

PROJECT:

BANGOR, MAINE 207-947-4511

PORTLAND, MAINE 207-828-451

SARASOTA, FLORIDA 941-556-0757

WWW.WBRCAE.COM

WBRC

PROJECT NORTH

A R C H I T E C T S • E N G I N E E R S

0

COPYRIGHT 2017 WBRCC

04.24.2004.24.2004.24.2004.24.20

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4212.04

MEZZANINE ELECTRICALDEMO PLAN

MEZZANINE OFFICERENOVATION

ED102

35 FLAGSTAFF RD ORONO, MAINE 04469

ISSUED FOR BID 04.24.20

MEZZANINE OFFICE RENOVATION-ED102

1/8" = 1'-0"

A1 MEZZANINE ELECTRICAL DEMO PLAN

REV. DESCRIPTION DATE

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7

8

9

10

AG BCDEF

CORR

108

MGR

113

ENGINEER

OFF.

103

LOBBY

11

MEN

115W

WOMEN

116WELEV. MECH

114

STAIR 1

100

VEST

134C

ELEC.

135M

MEETING RM.

21

RECEP.

22

CORR.

139C

COMM. DIR.

28

VEST

132C

MECHANICAL

TESTING LAB

117

MECH RM.

125M

TELCOM

122M

XX

119TRANS VAULT

124M

ELEC

123M

COMPOSITES

FAB. LAB

131

LOBBY

102CVEST

101A

ELEV.

221ELEV.

102

2P2

4P2

E

E

ET

SUSPEND RELOCATED FIXTURES TO THE SAME HEIGHT AS ADJACENT MECHANICAL TESTING LAB 117 AND RECONNECT TO EXISTING CONTROLS (TYP.)

ER ER ER ER ER

ERERERERER

E E E E E

EEEE E

E E E E E

EMDS

E4P1

2P1E

E T

ER

ER

4P4-2E

E

E

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SHEET No.

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B

A

PROJECT No.

W BRC CAD FILE:

A/E OF RECORD:

DRAW N BY:

PM:

SCALE:

SHEET TITLE:

PROJECT:

BANGOR, MAINE 207-947-4511

PORTLAND, MAINE 207-828-451

SARASOTA, FLORIDA 941-556-0757

WWW.WBRCAE.COM

WBRC

PROJECT NORTH

A R C H I T E C T S • E N G I N E E R S

0

COPYRIGHT 2017 WBRCC

04.24.2004.24.2004.24.2004.24.20

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4212.04

FIRST FLOOR ELECTRICALLIGHTING PLAN

MEZZANINE OFFICERENOVATION

EL101

35 FLAGSTAFF RD ORONO, MAINE 04469

ISSUED FOR BID 04.24.20

MEZZANINE OFFICE RENOVATION-EL101

1/8" = 1'-0"

A1 EL100

REV. DESCRIPTION DATE

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7

8

9

10

AG BCDEF

ELEV.

221ELEV.

102

CORRIDOR

302

MEN

202

WOMEN

203

OPEN OFFICE

316

OFFICE

317

OFFICE

311

OFFICE

309

OFFICE

305OFFICE

304OFFICE

303

OFFICE

318

OFFICE

306

CONFERENCE

RM

307

OFFICE

315

OPEN OFFICE

314

OFFICE

312

OFFICE

310

OPEN OFFICE

308

LOBBY

301

CORRIDOR

201

LIFT

204

VEST.

313

JAN.

255WOMEN

254

MEN

253

CONFERENCE

249

STAIR 1

252

STORAGE

274

B

B

B

B B BBBBB

C1

C1

C1

C1

C1

C1

C1C1C1C1C1C1C1C1

C1

C1

C1

C1

C1

C1

BC1C1C1C1

CCCC

CCCC

C

C

C

C

CCCC

CCCC

C

C

C

C

SKYLIGHT (TYP.)

2P2-3

ab

a

b

ab

B

B

B

B

D

D D

D

2P2-3-1

2P2-3-1 2P2-3-1 2P2-3-1

2P2-3-12P2-3-12P2-3-12P2-3-12P2-3-1

2P2-3-1

2P2-3-1

2P2-3-1

2P2-3-1

2P2-3-1

2P2-3-1

2P2-3-1 2P2-3-1 2P2-3-1 2P2-3-1

2P2-3-12P2-3-12P2-3-1

2P2-3-12P2-3-1

2P2-3-1

2P2-3-1

b

b b

b a

b b

bb

a a

aa

2P2-3-1

2P2-3-1

a

aa

2P2-3-2

2P2-3-2

2P2-3-2

2P2-3-2

2P2-3-2

2P2-3-2

2P2-3-2

2P2-3-22P2-3-2

2P2-3-2

2P2-3-2

2P2-3-2

2P2-3-2

2P2-3-2

2P2-3-2

2P2-3-2

2P2-3-2

2P2-3-2

2P2-3-2

2P2-3-2

2P2-3-2

2P2-3-22P2-3-2

2P2-3-2

2P2-3-2

2P2-3-2

2P2-3-2

2P2-3-2

2P2-3-2

2P7-29 2P7-29

2P7-29 2P7-29

2P7-29

2P7-29 2P7-29

2P7-29

2P7-29

2P7-29

2P7-29

2P2-3-3

2P2-3-3

2P2-3-3

2P2-3-3

2P2-3-3

2P2-3-32P2-3-3

2P2-3-3 2P2-3-3 2P2-3-3

2P2-3-3

2P2-3-32P2-3-3

2P2-3-3

2P2-3-3

2P2-3-3

2P2-3-2

2P2-3-3

2P2-3-3

2P2-3-3

2P2-3-3

2P2-3-3

2P2-3-3

PEPE

PEPE

PEPE

PEPE

PEPE

PEPE

FF

2P2-3-1 2P2-3-1

E2P7

2P2-3-1

2P2-3-1 2P2-3-1

A

2P7-29

A

2P2-3-32P7-29

A

PROVIDE 2-GANG DECORATOR STYLE PLATE FOR LIGHTING AND SKYLIGHT SHADE CONTROLS (TYPICAL FOR EACH INDIVIDUAL OFFICE). REFER TO SHEET EP102 FOR ADDITIONAL INFORMATION

PROVIDE 3-GANG DECORATOR STYLE PLATE FOR LIGHTING AND SKYLIGHT SHADE CONTROLS (TYPICAL FOR EACH OPEN OFFICE). REFER TO SHEET EP102 FOR ADDITIONAL INFORMATION

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PROJECT No.

W BRC CAD FILE:

A/E OF RECORD:

DRAW N BY:

PM:

SCALE:

SHEET TITLE:

PROJECT:

BANGOR, MAINE 207-947-4511

PORTLAND, MAINE 207-828-451

SARASOTA, FLORIDA 941-556-0757

WWW.WBRCAE.COM

WBRC

PROJECT NORTH

A R C H I T E C T S • E N G I N E E R S

0

COPYRIGHT 2017 WBRCC

04.24.2004.24.2004.24.2004.24.20

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4212.04

MEZZANINE ELECTRICALLIGHTING PLAN

MEZZANINE OFFICERENOVATION

EL102

35 FLAGSTAFF RD ORONO, MAINE 04469

ISSUED FOR BID 04.24.20

MEZZANINE OFFICE RENOVATION-EL102

1/8" = 1'-0"

A1 MEZZANINE ELECTRICAL LIGHTING PLAN

REV. DESCRIPTION DATE

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7

8

9

10

AG BCDEF

CORR

108

MGR

113

ENGINEER

OFF.

103

LOBBY

11

MEN

115W

WOMEN

116W ELEV. MECH

114

STAIR 1

100

VEST

134C

ELEC.

135M

MEETING RM.

21

RECEP.

22

CORR.

139C

COMM. DIR.

28

VEST

132C

MECHANICAL

TESTING LAB

117

MECH RM.

125M

TELCOM

122M

XX

119TRANS VAULT

124M

ELEC

123M

COMPOSITES

FAB. LAB

131

LOBBY

102CVEST

101A

ELEV.

221ELEV.

102

2P2

4P2

E

E

E

EXISTING CONDUITS TO REMAIN

RELOCATED CONDUITS, BRANCH CIRCUITS AND JUNCTION BOX TO BE RECONNECTED TO EXISTING CONDUITS AND BRANCH CIRCUITS

ER

T

EMDS

E4P1

2P1E

E T

EFACP

MAINTAIN OR RESTORE IF DISTURBED, ALL EXISTING CONDUITS AT THE CEILING LEVEL

BELOW THE EXISTING MEZZANINE

4P4-2E

E

E

NEW CONDUIT TO EXIT FROM BOTTOM OF EXISTING JUNCTION BOX AND RUN ALONG BEAM TO CONNECT TO EXISTING CONDUIT RISER. RECONNECT EXISTING CABLING

J

JUNCTION BOX FOR EXISTING CONDUIT AND CABLING TO BE EXTENDED TO NEW CU-ERLOCATION ON ROOF

EXISTING ELECTRICAL CONDUIT AND CABLING REINSTALLED AND RECONNECTED TO EXISTING CONDUIT AND CABLING PREVIOUSLY BEING SERVED

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SHEET No.

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PROJECT No.

W BRC CAD FILE:

A/E OF RECORD:

DRAW N BY:

PM:

SCALE:

SHEET TITLE:

PROJECT:

BANGOR, MAINE 207-947-4511

PORTLAND, MAINE 207-828-451

SARASOTA, FLORIDA 941-556-0757

WWW.WBRCAE.COM

WBRC

PROJECT NORTH

A R C H I T E C T S • E N G I N E E R S

0

COPYRIGHT 2017 WBRCC

04.24.2004.24.2004.24.2004.24.20

1/8" = 1'-0"

4/2

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4212.04

FIRST FLOOR ELECTRICALPOW ER & SYSTEMS PLAN

MEZZANINE OFFICERENOVATION

EP101

35 FLAGSTAFF RD ORONO, MAINE 04469

ISSUED FOR BID 04.24.20

MEZZANINE OFFICE RENOVATION-EP101

1/8" = 1'-0"

A1 FIRST FLOOR ELECTRICAL POW ER & SYSTEMS PLAN

REV. DESCRIPTION DATE

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7

8

9

10

AG BCDEF

ELEV.

221ELEV.

102

CORRIDOR

302

MEN

202

WOMEN

203

OPEN OFFICE

316OFFICE

317

OFFICE

311

OFFICE

309

OFFICE

305OFFICE

304OFFICE

303

OFFICE

318

OFFICE

306

CONFERENCE

RM

307

OFFICE

315 OPEN OFFICE

314

OFFICE

312

OFFICE

310

OPEN OFFICE

308

LOBBY

301CORRIDOR

201

LIFT

204

VEST.

313

15

15

15

15

15

15

30

30

U/GFI

2P2-3

IE-2

IE-1 ERU-1

IE-7

IE-6

IE-5

IE-3

IE-4

PS

PS

F

F

F

2P2-3-42P2-3-6

2P2-3-6

2P2-3-4

2P2-3-62P2-3-4

2P2-3-6 2P2-3-4

2P

2-3

-4

2P2-3-62P2-3-4

2P2-3-5

2P2-3-5

2P2-3-7

2P2-3-7

2P2-3-7

2P2-3-7

2P2-3-7

2P2-3-5

2P2-3-5

2P2-3-5

2P2-3-5

2P2-3-7

2P2-3-10 2P2-3-10 2P2-3-10

2P2-3-8

2P2-3-102P2-3-8

2P2-3-8

2P2-3-8

2P2-3-102P2-3-10

2P2-3-8

2P2-3-8 2P2-3-9

2P2-3-9

2P2-3-11

2P2-3-11

2P2-3-11

2P2-3-11

2P2-3-9

2P2-3-9

2P2-3-9

2P2-3-9

2P2-3-11

2P2-3-11

2P

2-3

-14

2P

2-3

-12

2P2-3-12

2P2-3-14

2P2-3-14

2P2-3-12

2P2-3-14

2P

2-3

-14

2P2-3-12

2P2-3-13

2P2-3-15

2P2-3-15

2P2-3-132P2-3-15

2P2-3-13

2P2-3-13

2P2-3-15

2P

7-2

72

P7

-27

2P7-27

2P

2-3

-25

2P2-3-25 2P2-3-25

2P

2-3

-25

2P

2-3

-25

2P2-3-16

2P2-3-24

2P2-3-20

2P2-3-21,23

2P2-3-21,23

2P2-3-21,23

2P2-3-21,23

2P2-3-21,23

2P2-3-21,23

2P2-3-21,23

POWER FOR HVAC CONTROL PANEL

2P2-3-28

E2P7

GFIGFI2P7-18

2

2P7-26

3

1

1

2P2-3-18

2P2-3-26

2P2-3-22

2P2-3-17E

RECEPTACLE FOR EXISTING RELOCATED WATER PURIFIER

PS

PS

PS

4

2P2-3-19

2P2-3-17

5

2P2-3-30

5

2P2-3-30

NEW CONDUIT DROP CONNECTED TO EXISTING CONDUIT RUN

15

POWER CONNECTION FOR SKYLIGHT SHADES (TYP.)

2P2-3-31

2P2-3-31

2P2-3-31

2P2-3-35

2P2-3-29

2P2-3-37

2P2-3-31 2P2-3-27 2P2-3-27 2P2-3-27

2P

2-3

-27

2P2-3-33

2P2-3-33

2P2-3-332P2-3-33WIRELESS CONTROL SWITCH TO BE PROVIDED WITH EACH SKYLIGHT SHADE. INSTALL SWITCH WHERE NOTED ON SHEET EL102 AND PROGRAM FOR CONTROL OF SHADE (TYP.)

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A/E OF RECORD:

DRAW N BY:

PM:

SCALE:

SHEET TITLE:

PROJECT:

BANGOR, MAINE 207-947-4511

PORTLAND, MAINE 207-828-451

SARASOTA, FLORIDA 941-556-0757

WWW.WBRCAE.COM

WBRC

PROJECT NORTH

A R C H I T E C T S • E N G I N E E R S

0

COPYRIGHT 2017 WBRCC

04.24.2004.24.2004.24.2004.24.20

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4212.04

MEZZANINE ELECTRICALPOW ER & SYSTEMS PLAN

MEZZANINE OFFICERENOVATION

EP102

35 FLAGSTAFF RD ORONO, MAINE 04469

ISSUED FOR BID 04.24.20

MEZZANINE OFFICE RENOVATION-EP102

1/8" = 1'-0"

A1 MEZZANINE ELECTRICAL POWER & SYSTEMS PLAN

TECHNICAL NOTES:1 PROVIDE NEW 1P20A CIRCUIT BREAKER IN

EXISTING POLE SPACE.

UTILIZE EXISTING SPARE CIRCUIT BREAKER.

PROVIDE NEW 1P30A CIRCUIT BREAKER IN EXISTING POLE SPACE.

CONNECT NEW PANELBOARD TO EXISTING 200A FEEDER IN EXISTING LOCATION.

ACCESS CONTROL POWER SUPPLY. COORDINATE EXACT LOCATION IN FIELD.

2

3

4

5

REV. DESCRIPTION DATE

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11

6

7

8

9

10

AG BCDEF

HP-1

EF-E

EF-E

EF-1

3560

4P2-20,22,24

RUN NEW BRANCH CIRCUIT TO EXISITNG PANEL 4P2 ON FIRST FLOOR. REPLACE EXISTING 3P30A & 3P50A CIRCUIT BREAKERS WITH (2) 3P35A CIRCUIT BREAKERS

2030

1

2P7-29

TO OS IN TOILETS BELOW

E-501D8 EXHAUST FAN AND OCCUPANCY

SENSOR WIRING DIAGRAM

2P2-3-25WP/WR/GFIWP/WR/GFI

MOUNT TO EQUIPMENT CURB

CU-ER

CONNECT RELOCATED CU-ER TO JUNCTION BOX BELOW IN LOCATION WHERE CU-RR WAS PREVIOUSLY LOCATED. REFER TO SHEET ED101. PROVIDE NEW WEATHER PROOF DISCONNECT IF EXISTING DISCONNECT IS NOT RATED FOR EXTERIOR USE

WPWP

WPWP

EF-ER

3560

4P2-19,21,23

WPWP

EXTEND EXISTING CONDUCTORS AND CONDUIT PREVIOUSLY FEEDING EXHAUST FAN AND CONNECT TO RELOCAED EF-ER

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A/E OF RECORD:

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PM:

SCALE:

SHEET TITLE:

PROJECT:

BANGOR, MAINE 207-947-4511

PORTLAND, MAINE 207-828-451

SARASOTA, FLORIDA 941-556-0757

WWW.WBRCAE.COM

WBRC

PROJECT NORTH

A R C H I T E C T S • E N G I N E E R S

0

COPYRIGHT 2017 WBRCC

04.24.2004.24.2004.24.2004.24.20

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4212.04

ROOF ELECTRICALPOW ER & SYSTEMS PLAN

MEZZANINE OFFICERENOVATION

EP103

35 FLAGSTAFF RD ORONO, MAINE 04469

ISSUED FOR BID 04.24.20

MEZZANINE OFFICE RENOVATION-EP103

1/8" = 1'-0"

A1 ROOF ELECTRICAL POWER & SYSTEMS PLAN

TECHNICAL NOTES:1 PROVIDE NEW 1P20A CIRCUIT BREAKER IN

EXISTING POLE SPACE.

REV. DESCRIPTION DATE

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120V

TO NEXT DEVICE

EXTG.FACP

(2)

TO NEXT DEVICE

WET PIPE SYSTEM

NOTES:1. SEE FLOOR PLANS FOR ACTUAL

LOCATIONS & QUANTITIES OF

DEVICES

2. PROVIDE POWER EXTENDERSAS REQUIRED

FLOW & TAMPER SWITCHES FOR

SPRINKLER SYSTEM (TYP.) -

TO NEXT AUDIO/VISUAL HORN

TO NEXT AUDIO/VISUAL HORN

E E

E E

EEE

RED

POWER PACK

BLACK

WHITE

RED

RED

BLUEBLACK

LOADLIGHTING

24 VDC

COMMONCONTROL

CONTROL (BLUE) to 24 VDC(RED)

CLOSES OSP CONTACTS.

POWER PACK CONTACTSRATED FOR 20 AMPS.

OCCUPANCYSENSORS

GROUND

NEUTRAL

HOT

NOTES:

1. MAXIMUM NUMBER OF SENSORS PER POWERPACK IS FOUR.

2.SEE FLOOR PLANS FOR ACTUAL LOCATIONS &QUANTITIES OF DEVICES

GENERAL OPERATION:

WHEN MULTIPLE OCCUPANCY SENSORS ARE INSTALLED IN A SPACEAS THE MAIN CONTROL (AS SEEN IN WIRING DIAGRAM), OPERATION

IS AS FOLLOWS:

WHEN SPACE BECOMES OCCUPIED, A SENSE FROM ANY SINGLEOCCUPANCY SENSOR IN CONTROLLED SPACE WILL TRIGGER LIGHT

FIXTURES TO TURN ON.

ONCE SPACE BECOMES UNOCCUPIED FOR 30 MINUTES,OCCUPANCY SENSORS WILL SIGNAL LIGHT FIXTURES TO TURN OFF.

THE FIXTURES WILL REMAIN OFF UNTIL ANY SENSOR IN AREA ISTRIGGERED AGAIN UPON NEW OCCUPANCY.

DIMMER "a" DIMMER "b"

CAT 6CAT 6 SPLITTER

CAT 6

CEILING MOUNTEDOCCUPANCY SENSOR

POWER / RELAYPACK

POWER / RELAYPACK

GREEN

GREEN

NH

WH

ITE

BL

AC

K

BL

UE

NH

WH

ITE

BL

AC

K

BL

UE

BLACK

BLACK

BLUE

VIOLET

GRAY

LOAD A0-10V DIM

N

BLUE

VIOLET

GRAY

LOAD B0-10V DIM

N

FIXT

FIXT

NOTE:THIS STANDALONE SYSTEM SHALL BE INSTALLED IN EACH OPEN OFFICE

LOW VOLTAGE DIMMER SWITCH (TYP.)

NOTE:

SEE FLOOR PLANS FOR ACTUAL LOCATIONS &QUANTITIES OF DEVICES

GENERAL OPERATION:

WHEN SPACE BECOMES OCCUPIED, A SENSE FROM ANY SINGLEOCCUPANCY SENSOR IN CONTROLLED SPACE WILL TRIGGER LIGHTS

AND EXHAUST FAN TO TURN ON.

ONCE SPACE BECOMES UNOCCUPIED FOR 10 MINUTES,OCCUPANCY SENSORS WILL SIGNAL LIGHT FIXTURES AND FAN TO TURN OFF.

THE FIXTURES WILL REMAIN OFF UNTIL ANY SENSOR IN AREA ISTRIGGERED AGAIN UPON NEW OCCUPANCY.

FANEXHAUST

GROUND

NEUTRAL

HOT

LIGHTING

RED

RED

BLACK

WHITE

(RESTROOM A)

LIGHTING

RED

RED

BLACK

WHITE

(RESTROOM B)

SA3000

VON DUPRIN

POWER SUPPLY

CARD READER

DOOR STRIKE

POSITION SWITCH

NOTE:CONTROLLER, POWER SUPPLY & PERIPHERAL DEVICESPROVIDED BY OWNER. CONTRACTOR SHALL INSTALL

EQUIPMENT & DEVICES, AND PROVIDE CONDUIT, WIRING &TERMINATIONS. FIELD COORDINATE DOOR CONTROLLER LOCATIONS

TO SERVER

CAT. 6CRASH BAR

BELDEN 8723 (2 PAIR, 22 AWG)

2 COND. 12 OR 14 AWG

BELDEN 9540(10 COND., 24 AWG)

MODEL K-DL38AARMORED DOORLOOPK

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PROJECT No.

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A/E OF RECORD:

DRAW N BY:

PM:

SCALE:

SHEET TITLE:

PROJECT:

BANGOR, MAINE 207-947-4511

PORTLAND, MAINE 207-828-451

SARASOTA, FLORIDA 941-556-0757

WWW.WBRCAE.COM

WBRCA R C H I T E C T S • E N G I N E E R S

0

COPYRIGHT 2017 WBRCC

04.24.2004.24.2004.24.2004.24.20

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4212.04

ELECTRICAL DETAILS

MEZZANINE OFFICERENOVATION

E-501

35 FLAGSTAFF RD ORONO, MAINE 04469

ISSUED FOR BID 04.24.20

MEZZANINE OFFICE RENOVATION-E-501

NTS

A4 FIRE ALARM RISER DIAGRAM

NTS

J8 MULTIPLE OCCUPANCY SENSOR W IRING DIAGRAM

NTS

A8 LIGHTING CONTROL RISER

NTS EP103

D8 EXHAUST FAN AND OCCUPANCY SENSOR W IRING DIAGRAM

NTS

J6 ACCESS CONTROL BLOCK DIAGRAM

REV. DESCRIPTION DATE

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A/E OF RECORD:

DRAW N BY:

PM:

SCALE:

SHEET TITLE:

PROJECT:

BANGOR, MAINE 207-947-4511

PORTLAND, MAINE 207-828-451

SARASOTA, FLORIDA 941-556-0757

WWW.WBRCAE.COM

WBRCA R C H I T E C T S • E N G I N E E R S

0

COPYRIGHT 2017 WBRCC

04.24.2004.24.2004.24.2004.24.20

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4212.04

PANELBOARD SCHEDULE

MEZZANINE OFFICERENOVATION

E-601

35 FLAGSTAFF RD ORONO, MAINE 04469

ISSUED FOR BID 04.24.20

MEZZANINE OFFICE RENOVATION-E-601

TOTAL CONN. LOAD: 25.7 kW TOTAL CONN. CURRENT: 71 A

TOTAL PHASE LOAD: 12.4 kW 10.2 kW 9.1 kW

SPACE -- -- -- 41 0.0 0.0 42 20 A 1 SPARE

SPACE -- -- -- 39 0.0 0.0 40 20 A 1 SPARE

SKYLIGHT SHADES - OPEN OFFICE 308 1 20 A 37 0.1 0.0 38 20 A 1 SPARE

SKYLIGHT SHADES - OPEN OFFICE 316 1 20 A 35 0.1 0.0 36 20 A 1 SPARE

SKYLIGHT SHADES - OFFICES 309, 310, 311, 312 1 20 A 33 0.5 0.0 34 20 A 1 SPARE

SKYLIGHT SHADES - OFFICES 303, 315, 317, 318 1 20 A 31 0.5 0.0 32 20 A 1 SPARE

SKYLIGHT SHADES - OPEN OFFICE 314 1 20 A 29 0.1 0.2 30 20 A 1 ACCESS CONTROL POWER SUPPLY

SKYLIGHT SHADES - OFFICES 304, 305, 306, 307 1 20 A 27 0.5 0.1 28 20 A 1 HVAC CONTROL PANEL

REC - CORR 302, LOBBY 301, ROOF 1 20 A 25 1.2 0.8 26 20 A 1 FLOOR BOX - OPEN OFFICE 316

23 1.2 1.2 24 20 A 1 FLOOR BOX - OPEN OFFICE 316

INDOOR EVAPORATOR - IE-1, 2, 3, 4, 5, 6 2 20 A

21 1.2 0.8 22 20 A 1 FLOOR BOX - OPEN OFFICE 308

ENERGY RECOVERY UNIT ERU-1 1 20 A 19 0.9 1.2 20 20 A 1 FLOOR BOX - OPEN OFFICE 308

WATER PURIFIER AND PANEL RECEPTACLE 1 20 A 17 0.6 0.8 18 20 A 1 FLOOR BOX - OPEN OFFICE 314

REC - OFFICE 311, 312 1 20 A 15 1.0 1.2 16 20 A 1 FLOOR BOX - OPEN OFFICE 314

REC - OFFICE 311, 312 1 20 A 13 1.0 1.0 14 20 A 1 REC - CONFERENC RM 307, OPEN OFFICE 308

REC - OFFICE 306, 309, 310 1 20 A 11 1.6 0.8 12 20 A 1 REC - CONFERENC RM 307, OPEN OFFICE 308

REC - OFFICE 306, 309, 310 1 20 A 9 1.4 1.4 10 20 A 1 REC - OFFICE 303, 304, 305

REC - OFFICE 315, 317, 318 1 20 A 7 1.6 1.6 8 20 A 1 REC - OFFICE 303, 304, 305

REC - OFFICE 315, 317, 318 1 20 A 5 1.4 1.0 6 20 A 1 REC - OPEN OFFICE 134, 316

LTG - CORR 302, LOBBY 301, VEST 313 1 20 A 3 0.8 1.2 4 20 A 1 REC - OPEN OFFICE 134, 316

LTG - OPEN OFFICE 314 & 316, OFFICES 315, 317,318

1 20 A 1 1.1 1.4 2 20 A 1LTG - OPEN OFFICE 308, OFFICE 303,304,305,306,309,310, 311,312, CONF 307

SERVICEBREAKER

P AMP NOTENO A B C NO

BREAKER

NOTE AMP PSERVICE

200 A MCB SUPPLY FROM: MOUNTING: FLUSH MOUNT

VOLTAGE: 120/208 Wye PHASES: 3 WIRE: 4 TYPE: LOCATION:

PANEL 2P2-3MEZZANINE

REV. DESCRIPTION DATE