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
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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GRAPHIC SCALE:
SHEET No.
E
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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 207-947-4511PORTLAND, 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
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
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
10
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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PROJECT No.
W BRC CAD FILE:
A/E OF RECORD:
DRAW N BY:
PM:
SCALE:
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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421204
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
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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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 207-947-4511PORTLAND, 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
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
NEW STAGING AREA
F L A
G
S
T
A
F
F
R
O
A
D
L O N G R O A D
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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DESCRIPTION
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PROJECT No.
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A/E OF RECORD:
DRAWN BY:
PM:
SCALE:
SHEET TITLE:
PROJECT:
REV.
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
PAUL
A.
MONYOK
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LI C E N S E D
04/24/20
11
8
9
10
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
.F
16
'-8
"
V.I
.F
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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GRAPHIC SCALE:
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
As indicated
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ADG
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
11
8
9
10
AG BCDEF
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"
V.I
.F
16
'-8
"
V.I
.F
16
'-8
"
V.I
.F
16
'-8
"
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
0 L
VL
HIG
H
(E) CRANE RAIL, BOTTOM OF BEAM @ EL 25'-6" +/-TO REMAIN.
2x6
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)
I JO
IST
TO
RE
MA
IN
(E)
I JO
IST
TO
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GRAPHIC SCALE:
SHEET No.
E
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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
As indicated
4/2
4/2
02
0 1
2:4
8:0
5 A
MC
:\U
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\adam
.gill
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\Docum
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_ada
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ADG
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
(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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A/E OF RECORD:
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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
WBRCA R C H I T E C T S • E N G I N E E R S
0
COPYRIGHT 2017 WBRCC
As indicated
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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
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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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
1 1/2" = 1'-0"
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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
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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A/E OF RECORD:
DRAW N BY:
PM:
SCALE:
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
COPYRIGHT 2017 WBRCC
04.24.20
As indicated
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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
UP
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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A/E OF RECORD:
DRAW N BY:
PM:
SCALE:
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
COPYRIGHT 2017 WBRCC
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
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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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 207-947-4511PORTLAND, 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
COPYRIGHT 2017 WBRCC
04.24.20
As indicated
4/2
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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
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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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 207-947-4511PORTLAND, 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
COPYRIGHT 2017 WBRCC
04.24.20
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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
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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W BRC CAD FILE:
A/E OF RECORD:
DRAW N BY:
PM:
SCALE:
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
COPYRIGHT 2017 WBRCC
04.24.20
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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
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 No.
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W BRC CAD FILE:
A/E OF RECORD:
DRAW N BY:
PM:
SCALE:
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
1/8" = 1'-0"
4/2
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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
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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W BRC CAD FILE:
A/E OF RECORD:
DRAW N BY:
PM:
SCALE:
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
COPYRIGHT 2017 WBRCC
04.24.20
As indicated
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SEP
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
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 No.
W BRC CAD FILE:
A/E OF RECORD:
DRAW N BY:
PM:
SCALE:
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
As indicated
4/2
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421204
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
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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A/E OF RECORD:
DRAW N BY:
PM:
SCALE:
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
As indicated
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421204
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
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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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
COPYRIGHT 2017 WBRCC
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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
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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PROJECT No.
W BRC CAD FILE:
A/E OF RECORD:
DRAW N BY:
PM:
SCALE:
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
6" = 1'-0"
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421204
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
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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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 FIREPROTECTION REMOVALS
PLAN
MEZZANINE OFFICERENOVATION
FD101
35 FLAGSTAFF RD ORONO, ME 04469
ISSUED FOR BID 04.24.20
4212.04-FD101
REV. DESCRIPTION DATE
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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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 FIREPROTECTION REMOVALS
PLAN
MEZZANINE OFFICERENOVATION
FD102
35 FLAGSTAFF RD ORONO, ME 04469
ISSUED FOR BID 04.24.20
4212.04-FD102
REV. DESCRIPTION DATE
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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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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AJR
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
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
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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
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
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
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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
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
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
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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
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
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
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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
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
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.
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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
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
11
6
7
8
9
10
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:
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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
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
11
6
7
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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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
11
6
7
8
9
10
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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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
11
7
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
"Ø
14
"Ø
14
"Ø
14
"Ø1
0"Ø
10"Ø
10
"Ø
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
"Ø
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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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 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
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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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
COPYRIGHT 2017 WBRCC
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
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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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
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
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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
11
6
7
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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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
11
6
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
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4P4-2E
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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
11
6
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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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
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
11
6
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
2/2
02
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SJL
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
11
6
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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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
3/2
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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
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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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
2/2
02
0 1
1:5
8:3
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SJL
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
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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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
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
As indicated
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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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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
WBRCA R C H I T E C T S • E N G I N E E R S
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COPYRIGHT 2017 WBRCC
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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