NUMBER
SHEET
G001
G002
COVER SHEET
LEVEL 1 - LIFE SAFETY PLAN
A001
AD101
ARCHITECTURAL GENERAL NOTES, SYMBOLS & TYP DETAILS
ARCHITECTURAL LEVEL 1 DEMOLITION PLAN
A101
A102
A103
A104
A105
A106
A111
LEVEL 1 ARCHITECTURAL FLOOR PLAN
LEVEL 1 REFLECTED CEILING PLANS
INTERIOR ELEVATIONS
ARCHITECTURAL DETAILS
ARCHITECTURAL DETAILS
THIRD FLOOR SHADE DETAILS
DOOR SCHEDULE AND DETAILS
I101
I102
INTERIOR FINISH SCHEDULE AND DETAILS
FOR REFERENCE - STUDENT LOUNGE FURNITURE LAYOUT
720 E Pete Rose Way #140
Cincinnati, OH 45202
T 513.241.4474 F 513.241.0081
FD101
F101
FIRE PROTECTION- DEMOLITION- FIRST FLOOR
FIRE PROTECTION- NEW- FIRST FLOOR
thinkchamplin.com
MD101
M-101
M-501
MECHANICAL- DEMOLITION- FIRST FLOOR
MECHANICAL DUCTWORK- NEW- FIRST FLOOR
MECHANICAL DETAILS
E-001
E-501
ED101
ELECTRIC LEGEND
ELECTRIC- DETAILS
ELECTRIC- DEMOLITION- FIRST FLOOR
EL101
EL601
ELECTRIC LIGHTING- NEW- FIRST FLOOR
ELECTRIC LUMINAIRE SCHEDULE
EP101
EP601
EP602
ELECTRIC POWER- NEW- FIRST FLOOR
ELECTIRC- SINGLE LINE DIAGRAM
ELECTRIC PANEL SCHEDULES
DRAWING LIST
GALLAGHER STUDENT CENTER
PROJECT LOCATION LEVEL 1
Y
R
O
T
C
VI
GALLAGHER
CENTER
STUDENT
CENTER
RENOVATION
Y
W
PK
XAVIER UNIVERSITY
3800 VICTORY PKWY
CINCINNATI, OH
45207
ISSUANCES
No.
Description
Date
1
ISSUED FOR BID/ PERMIT
3/21/2016
DANA AVE
.
CAMPUS MAP
07009
IS
Client
Number
81
TE
Project
Number
5264
I
M. J.
BATTOCLETTE
R EG
-
E O F OH
IT
FOR BID/ PERMIT - MARCH 21, 2016
Checked By
AT
O
KPN
ST
Drawn By
EC T
GALLAGHER STUDENT CENTER RENOVATION
XAVIER UNIVERSITY
3800 VICTORY PARKWAY, CINCINNATI, OH 445207
R E D A RC
H
M. J. BATTOCLETTE
LICENSE #07009
EXPIRATION DATE 12/31/2017
720 E Pete Rose Way
Cincinnati, OH 45202
Tel: 513.241.4474
Fax: 513.241.0081
1538 Alexandria Pike, Suite 11
Ft. Thomas, KY 41075
Tel: 859 442 8050
Fax: 859 442 8058
VICINITY MAP
G001
3/21/2016 7:50:53 PM
COVER SHEET
6
R14
CODE SUMMARY
R13
Xavier University - Gallagher Center Student Center Renovation
R12
R15
Building Code: All of the following references are to the
Ohio Building Code 2011(OBC)
Ohio Mechanical Code 2011 (OMC)
Project Description:
Partial Renovation on the First Level of the existing building. Renovation of the existing campus Bookstore. This area will be
divided into approximate half. With one half of the space to remain as the Bookstore with minimal renovation work, finish
replacement and finish refurbishment. The remaining half will be renovated as a Student Lounge.
8
Note: No work affecting existing means of egress features. No change to existing fire extinguishers and location. No work at
exterior, except minimal electrical work. No work at building structure. No work at existing toilet rooms. No change to existing
atrium life safety design or smoke evac system. New work at Atrium corridor wall will match existing design of 1-hour rating
achieved through rated walls and deluge sprinklers on either side of borrowed lites meeting building code requirements.
2
8.
Building Occupancy Classification: Mixed Use (Original Construction 2002): A-1, A-2, A-3, B, M, S-1, U
Construction Type: 2A
8
8.
RE
R
2H
K
5
9.
J
Automatic Sprinkler System Throughout.
Accessibility:
Barrier-free design
720 E Pete Rose Way #140
Cincinnati, OH 45202
T 513.241.4474 F 513.241.0081
thinkchamplin.com
Building Area
9
RF
Automatic Sprinkler System
Project Renovation Area
5,770s.f.+/-; Occupancy: A-3 & M
(Note: Existing Mercantile Storage is on Ground Level with no change.)
Lower Level Area:
29,445s.f.
Level One Area:
15,480s.f.
Level Two Area:
15,000s.f.
Level Three Area:
15,865s.f.
R
1H
R
2H
RC
10
.2
10
6
R1
R18
R1
7
11
1HR
.8
10
.2
RB
R
2H
4
RA
R
2H
A
A
R
1H
STUDENT LOUNGE
RENOVATION AREA
2,920 S.F.
0'-0"
NCE 7
A
T
S
I
EL D
TRAV
R11
R
1H
1HR
1HR
B
XAVIER UNIVERSITY
3800 VICTORY PKWY
CINCINNATI, OH
45207
1HR
B
1H
R
GALLAGHER
CENTER
STUDENT
CENTER
RENOVATION
-0"
89'
C
90'-0"
TRAVEL DISTANCE
30'-8"
")
9'-8
=2
R9
3
(1/
R10
RB.3
BOOKSTORE
REFURBISHMENT AREA
2,850 S.F.
RC.2
ISSUANCES
No.
Description
Date
1
ISSUED FOR BID/ PERMIT
3/21/2016
RD
RB
R7
R8
1HR
C
1HR
2HR
2HR
1HR
H
D
R6
D
1
2
3
G
5
LEGEND
1 HR RATED PARTITION
R3
2
3
5
6
EXTERIOR EGRESS POINT
Client
Number
81
NO WORK THIS AREA
Project
Number
5264
7
CONTRACTOR TO VERIFY ALL EXISTING RATED WALLS WITHIN SCOPE OF WORK
MEET RATED WALL REQUIREMENTS PER RATED WALLS SHOWN IN THE LIFE
SAFETY DRAWINGS. EXTEND EXISTING PARTITIONS AS REQUIRED TO UNDERSIDE
OF FLOOR/ROOF STRUCTURE ABOVE AND SEAL ALL PENETRATIONS AS REQUIRED
AT RATED WALLS.
1
G002
LEVEL 1 - LIFE SAFETY PLAN
3/32" = 1'-0"
-
I
M. J.
BATTOCLETTE
07009
IS
E
1
Checked By
1HR
E O F OH
TE
R E D A RC
H
M. J. BATTOCLETTE
LICENSE #07009
EXPIRATION DATE 12/31/2017
LEVEL 1 - LIFE SAFETY
PLAN
G002
3/21/2016 7:51:09 PM
R2
KPN
AT
R EG
R4
Drawn By
EC T
R5
2 HR FIRE RATED BARRIER ASSEMBLY
(FIRE DAMPERS REQUIRED)
O
R1
2HR
IT
F
7
ST
6
NORTH ARROW
AND
ANGLE
AT
CENTERLINE
DIAMETER
FLOOR LINE
PROPERTY LINE
POUND OR NUMBER
A.B.
A.C.M.
A/C
ACOUS.
AC.T.
A.D.
ADJ.
AFF.
AGG.
AL.
ALT.
APPROX.
ARCH.
ASPH.
ANCHOR BOLT
ASBESTOS CONTAINING
MATERIALS
ASPHALT CONCRETE
PAVING
AIR CONDITIONING
ACOUSTIC
ACOUSTICAL TILE/PANEL
AREA DRAIN
ADJUSTABLE
ABOVE FINISH FLOOR
AGGREGATE
ALUMINUM
ALTERNATE
APPROXIMATE
ARCHITECT
ASPHALT
BD.
BITUM.
BLDG.
BLK.
BLKG.
BM.
BOT.
BRG.
BRK.
BRZ.
BTWN.
B.U.R.
BOARD
BITUMINOUS
BUILDING
BLOCK
BLOCKING
BENCH MARK or BEAM
BOTTOM
BEARING
BRICK
BRONZE
BETWEEN
BUILT-UP ROOFING
CAB.
CARP.
C.B.
C.B.B.
CNTR.
C.O.
COL.
COMB.
COMP.
CONC.
CONN.
CONST.
CONT.
CONV.O.
CTR.
C.W.
CW.
CABINET
CARPET
CATCH BASIN
CEMENTITIOUS BACKER
BOARD
CEMENT
CERAMIC
CERAMIC TILE
CONTRACTOR FURNISH/
CONTRACTOR INSTALL
CONTRACTOR FURNISH/
OWNER INSTALL
COAT HOOK
CAST IRON
CIRCLE
CONSTRUCTION JOINT
CEILING
CEILING JOIST
CAULKING
CLOSET
CLEAR
CLOSURE
CONCRETE MASONRY
UNIT
COUNTER
CLEAN OUT
COLUMN
COMBINATION
COMPOSITION
CONCRETE
CONNECTION
CONSTRUCTION
CONTINUOUS
CONVECTION OVEN
CENTER
COLD WATER
CURTAINWALL
DET.
DF.
D.F.
DIA.
DIAG.
DIM.
DISP.
DIV.
DN.
D.O.
DR.
D.S.
D.T.
D.W.
DWG(S).
DWR.
DETAIL
DOUGLAS FIR
DRINKING FOUNTAIN
DIAMETER
DIAGONAL
DIMENSION
DISPOSAL
DIVISION
DOWN
DOOR OPENING
DOOR
DOWN SPOUT
DRAIN TILE
DISHWASHER
DRAWING(S)
DRAWER
(E)
EA.
E.C.
E.E.
E.F.
E.J.
ELEC.
ELEV.
E.N.
EXISTING
EACH
ELECTRICAL CONTRACTOR
EACH END
EXHAUST FAN
EXPANSION JOINT
ELECTRICAL
ELEVATION
EDGE NAIL
A.C.P.
LEVEL NAME W/ ELEVATION
GRID HEAD
CALL OUT HEAD W/ SHEET NUMBER
Room name
ROOM NAME W/ ROOM NUMBER, AREA & OCCUPANCY
101
150 SF
000
1
SIM
BUILDING SECTION NUMBER W/ SHEET NUMBER
CEM.
CER.
CER.T.
C.F.C.I.
A101
C.F.O.I.
SIM
1
C.HK.
C.I.
CIR.
C.J.
CLG.
CLG.J.
CLKG.
CLO.
CLR.
CLS.
C.M.U.
WALL SECTION NUMBER W/ SHEET NUMBER
A101
1
SIM
DETAIL SECTION NUMBER W/ SHEET NUMBER
A101
DOOR NUMBER
101
WALL TAG
1i
WINDOW TAG
A
1
View Name
1/8" = 1'-0"
A101
VIEW NAME W/ SCALE
1
ADDENDUM TAG
C1
10'-0"A.F.F.
CEILING TAG W// HEIGHT
FIN.
FIXT.
F.J.
F.L.
FLASH.
FLOUR.
FLR.
F.N.
F.O.B.
F.O.C.
F.O.F.
F.O.M.
F.O.S.
F.R.T.W.
F.S.C.
F.S.E.C.
FTG.
FUT.
F.V.C.
GA.
GALV.
G.C.
G.B.
G.D.
G.E.
G.I.
GL.
GLB.
GND.
GR.
G.S.M.
GYP.BD.
H.B.
HC.
H.C.
HDR.
HDWD.
HDWE.
HGT.
H.M.
HORIZ.
H.P.
HR.
H.S.S.
HTG.
H.V.A.C.
H.W.
JAN.
J.H.
JST.
JT.
JANITOR
JOIST HANGER
JOIST
JOINT
KIT.
KITCHEN
LAB.
LAM.
LAV.
L.B.
MATERIAL
MAXIMUM
MACHINE BOLT
MEDICINE CABINET
MECHANICAL
MEDIUM
MEMBRANE
MECHANICAL, ELECTRICAL,
PLUMBING
MANUFACTURER
MANHOLE
MINIMUM
MIRROR
MISCELLANEOUS
MASONRY OPENING
MODULAR
MOP HOLDER
FRAMED MIRROR
MOISTURE RESISTANT
METAL THRESHOLD
MOUNTED
METAL
S.A.F.F.
(N)
N.
NAT.
N.I.C.
NO.
NOM.
NON/COM
N.T.S.
O/
O.A.
OBS.
O.C.
O.D.
O.F.
O.F.C.I.
OFF.
O.F.O.I.
O.F.S.
O.H.W.S.
OPP.
P.
P.C.
P.C.F.
P.E.N.
PERF.
PL.
P.LAM.
PLAS.
P.L.F.
PLYWD.
P.M.F.
PR.
PROP.
P.S.F.
HOSE BIB
HANDICAPPED
H.V.A.C. CONTRACTOR
HEADER
HARDWOOD
HARDWARE
HEIGHT
HOLLOW METAL
HORIZONTAL
HIGH POINT
HOUR
HOLLOW STRUC. STL.
HEATING
HEATING, VENTILATION
& AIR CONDITIONING
HOT WATER
INSIDE DIAMETER
INSULATION
INTERIOR
INVERT
MAT.
MAX.
M.B.
M.C.
MECH.
MED.
MEMB.
M.E.P.
MFG.
MH.
MIN.
MIR.
MISC.
M.O.
MOD.
MP.H.
MR.
M.R.
M.T.
MTD.
MTL.
GAUGE
GALVANIZED
GENERAL CONTRACTOR
GRAB BAR
GARBAGE DISPOSAL
GRATE ELEVATION
GALVANIZED IRON
GLASS
GLUE LAMINATED
BEAM
GROUND
GRADE
GALVANIZED
SHEET METAL
GYPSUM BOARD
I.D.
INSUL.
INT.
INV.
S.
S.A.B.
P.S.I.
P.STA.
PTD.
P.T.D.
PT.
P.T.D.F.
PTN.
P.T.R.
P.V.C.
NEW
NORTH
NATURAL
NOT IN CONTRACT
(NOT PART OF OSA
APPROVAL)
NUMBER
NOMINAL
NON-COMBUSTIBLE
NOT TO SCALE
RAD.
R.B.
R.C.P.
RADIUS
RUBBER BASE
REFLECTED CEILING
PLAN
ROOF DRAIN
REDWOOD
REFERENCE
REFRIGERATOR
REINFORCING
REQUIRED
RESILIENT
ROOF HATCH
ROBE HOOK
ROUND HEAD METAL
SCREW
ROUND HEAD WOOD
SCREW
ROOM
ROUGH OPENING
RAIN WATER LEADER
R.H.W.S.
RM.
R.O.
R.W.L.
SHR.
SHT.
SHTG.
SIM.
SL.
S.L.D.
S.M.D.
S.N.D.
S.P.
SPEC.
SQ.
SQ. FT.
S.S.
S.S.D.
STA.
STD.
STL.
S. STL.
STO.
STRUC.
SUSP.
PAINT
PLUMBING CONTRACTOR
POUNDS PER CUBIC
FOOT
PANEL EDGE NAILING
PERFORATED
PLATE
PLASTIC LAMINATE
PLASTER
POUNDS PER LINEAR
FOOT
PLYWOOD
PRESSED METAL
FRAME
PAIR
PROPERTY
POUNDS PER SQUARE
FOOT
POUNDS PER SQUARE
INCH
PULL STATION
PAINTED
PAPER TOWEL DISPENSER
POINT
PRESSURE TREATED
DOUGLAS FIR
PARTITION
PAPER TOWEL
RECEPTACLE
POLYVINYL-CHLORIDE
QUARRY TILE
S.A.S.M.
S.BLKG.
S.C.
S.C.D.
S.D.
S.DISP.
SEAL.
SECT.
S.E.D.
S.N.V.
OVER
OVERALL
OBSCURE
ON CENTER
OUTSIDE DIAMETER
OVERFLOW
OWNER FURNISH/
CONTRACTOR INSTALL
OFFICE
OWNER FURNISH/
OWNER INSTALL
OUTSIDE FACE OF
STUD
OVAL HEAD WOOD
SCREW
OPPOSITE
Q.T.
R.D.
RDWD.
REF.
REFR.
REINF.
REQD.
RESIL.
R.H.
R.HK.
R.H.M.S.
LABORATORY
LAMINATE
LAVATORY
LAG BOLT
S.A.D.
T.S.
T.V.
TYP.
TACKBOARD
TOP AND BOTTOM
TELEPHONE
TEMPERED
TERRAZZO
TONGUE AND GROOVE
THICK
TOOL JOINT
TOE NAIL
TOP OF CURB
TOP OF PAVEMENT
TOP OF PLATE
TOP OF SEAT
TOP OF WALL
TOILET PAPER DISPENSER
TRANSOM
TOILET SEAT COVER
DISPENSER
TUBE STEEL
TELEVISION
TYPICAL
UNF.
U.N.O.
UNFINISHED
UNLESS NOTED OTHERWISE
UR.
U/S
URINAL
UNDERSIDE
V.C.T.
VERT.
VEST.
V.G.
V.I.F.
V.T.
V.T.R.
V.W.C.
VINYL COMPOSITION
TILE
VERTICAL
VESTIBULE
VERTICAL GRAIN
VERIFY IN FIELD
VINYL TILE
VENT TO ROOF
VINYL WALL COVERING
W.
W/
W/IN
W.C.
WD.
WDW.
W.F.
W.H
W/O
W.P.
W.R.
WT.
W.W.F.
WEST
WITH
WITHIN
WATER CLOSET
WOOD
WINDOW
WATER COOLER
WATER HEATER
WITHOUT
WATER PROOF
WATER RESISTANT
WEIGHT
WELDED WIRE FABRIC
YD.
YARD
T.B.
T&BOT.
TEL.
TEMP.
TER.
T&G.
THK.
T.J.
T.N.
T.O.C.
T.O.P.
T.O.PL.
T.O.S.
T.O.W.
T.P.D.
TRN.
T.S.C.D.
1.
SOUTH
SOUND ATTENUATION
BATT
SEE ARCHITECTURAL
DRAWINGS
SELF ADHERED FLEXIBLE
FLASHING
SELF ADHERED SHEET
MEMBRANE
SOLID BLOCKING
SOLID CORE
SEE CIVIL DRAWINGS
STORM DRAIN
SOAP DISPENSER
SEALANT
SECTION
SEE ELECTRICAL
DRAWINGS
SHOWER
SHEET
SHEATHING
SIMILAR
SLIDING
SEE LANDSCAPE
DRAWINGS
SEE MECHANICAL
DRAWINGS
SANITARY NAPKIN
DISPOSAL
SANITARY NAPKIN
DISPENSER
SOUNDPROOF
SPECIFICATION
SQUARE
SQUARE FOOT (FEET)
SANITARY SEWER
SEE STRUCTURAL
DRAWINGS
STATION
STANDARD
STEEL
STAINLESS STEEL
STORAGE
STRUCTURAL
SUSPENDED
2.
3.
4.
FASTENER 24" O.C. MAX.
SHEAR AND WITHDRAWAL
RESISTANCE AS REQUIRED
BY SPECIFIC DESIGN
CONDITIONS (TYP.)
1-HOUR RATED PARTITION BEYOND
5.
6.
1/2" TYPE S PAN HEAD SCREW AT 12" O.C. (ATTACH BOTH SIDES
OF C-H STUD AND J-RUNNER AT TOP AND BOTTOM OF STUD)
7.
8.
9.
10.
11.
SEALANT
DUCTWORK
12.
13.
14.
1-HOUR RATED SHAFT
WALL. 4" STEEL STUDS
@ 16" O.C.
15.
16.
1 LAYERS OF 5/8"
GYPSUM BOARD
17.
18.
1" GYPSUM LINER
PANEL
19.
20.
USG STEEL C-H STUD
21.
USG STEEL J-RUNNER
22.
1-HOUR RATED SHAFT WALL.
4" STEEL STUDS @ 16" O.C.
23.
24.
FASTENER 24" O.C. MAX. SHEAR AND
WITHDRAWAL RESISTANCE AS
REQUIRED BY SPECIFIC DESIGN
CONDITIONS (TYP.)
25.
26.
27.
1-HOUR RATED WALL. SEE
PARTITION TYPES.
28.
29.
SYMBOLS
ABBREVIATIONS
1-HOUR RATED CEILING SECTION
30.
TYPE A1 (U.N.O.)
ONE LAYER OF 5/8"
GYPSUM WALLBOARD ON
EACH SIDE OF 3-5/8" 20 GA.
METAL STUDS @ 16" O.C.
WITH 3" SOUND
ATTENUATION BLANKETS
IN STUD SPACE. EXTEND
STUDS, BOARD, AND
BLANKETS FULL HEIGHT
TO DECK ABOVE.
TYPE A7
ONE LAYER OF 5/8"
GYPSUM WALLBOARD ON
EACH SIDE OF 3-5/8" 20
GA. METAL STUDS @ 16"
O.C. WITH NO SOUND
ATTENUATION BLANKETS
IN STUD SPACE. EXTEND
STUDS AND BOARD TO 6"
ABOVE CEILING. BRACE
TOP OF WALL AS
REQUIRED, BUT NOT LESS
THAN 8'-0" O.C.
TYPE B7
ONE LAYER OF 5/8" GYPSUM
WALLBOARD ON EACH SIDE
OF 6" 20 GA. METAL STUDS
@ 16" O.C. WITH NO SOUND
ATTENUATION BLANKETS IN
STUD SPACE. EXTEND
STUDS AND BOARD TO 6"
ABOVE CEILING. BRACE
TOP OF WALL AS
REQUIRED, BUT NOT LESS
THAN 8'-0" O.C.
TYPE C1
ONE LAYER OF 5/8"
GYPSUM WALLBOARD ON
ROOM SIDE OF 2 1/2" 20 GA.
METAL STUDS @ 16" O.C.
WITH NO SOUND
ATTENUATION BLANKET IN
STUD SPACE. EXTEND
STUDS AND BOARD FULL
HEIGHT TO DECK ABOVE.
ATTACH TO STRUCTURE
ABOVE W/ VERTICAL SLIP
CONNECTIONS. SEE
PARTITION NOTES THIS
DWG.
TYPE WD
WOOD ACOUSTICAL PLANK
SYSTEM ON FURRING
STRIP ATTACHED WITH
MOUNTING CLIPS. WC-1
INSTALL PER
MANUFACTURER'S
INSTRUCTIONS.
TYPE GL
BACK PAINTED GLASS.
PAINT PER FINISH
SCHEDULE. SEE DETAILS.
TYPE F1
1 HOUR RATED WALL
UL# U419
PROVIDE TYPE "X" GYPSUM
WALLBOARD FOR 1 HR UL
RATING ON EACH SIDE OF 3
5/8" 20 GA. METAL STUDS @
16" O.C. WITH 3" SOUND
ATTENUATION BLANKETS IN
STUD SPACE. EXTEND
STUDS, BOARD, AND
BLANKETS FULL HEIGHT TO
DECK ABOVE.
TYPE F2
1 HOUR RATED WALL
UL# U419
PROVIDE TYPE "X"
GYPSUM WALLBOARD
FOR 1 HR UL RATING ON
EACH SIDE OF 6" 20 GA.
METAL STUDS @ 16" O.C.
WITH 6" SOUND
ATTENUATION BLANKETS
IN STUD SPACE. EXTEND
STUDS, BOARD, AND
BLANKETS FULL HEIGHT
TO DECK ABOVE.
NOTES:
1.
TYPICAL PARTITION TYPE IS WALL TYPE "A1" UNLESS NOTED OTHERWISE ON PLAN.
2.
BUILD PARTITIONS IN ACCORDANCE WITH PARTITION SCHEDULE AND DESIGN REFERENCED. REFERENCES ARE TO THE LATEST EDITION
OF GYPSUM ASSOCIATION (GA) FIRE RESISTANCE DESIGN MANUAL, OR TO UNDERWRITERS LABORATORY (UL) FIRE RESISTANCE
DIRECTORY.
3.
ALL WALLBOARD IS TO BE TYPE "X" UNLESS NOTED OTHERWISE.
4.
NO EXISTING FIREPROOFING IS TO BE REMOVED FROM EXISTING BUILDING STRUCTURE FOR ANY NEW INSTALLATION FOR ANY REASON.
REPAIR ANY FIREPROOFING DAMAGED BY CONSTRUCTION TO MATCH EXISTING SYSTEM.
5.
FLOOR TO FLOOR HEIGHT IS TO BE VERIFIED IN THE FIELD BY THE CONTRACTOR.
6.
ALL INTERIOR METAL STUD PARTITIONS ARE TO HAVE A 2 1/2" DEEP TOP TRACK FOR DEFLECTION COMPENSATION. DO NOT SCREWATTACH STEEL VERTICAL STUDS OR GYPSUM WALLBOARD TO TOP DEFLECTION TRACK. UNLESS NOTED, THE CONNECTION AT THE TOP
OF THE PARTITION TO THE STRUCTURE ABOVE MUST ALLOW FOR 1" MINIMUM VERTICAL MOVEMENT, EITHER UP OR DOWN. AT FIRE
RATED METAL STUD PARTITIONS, THE TOP CONNECTION MUST BE A FIRE STOP CONNECTION THAT ALLOWS 1" MINIMUM VERTICAL
MOVEMENT, EITHER UP OR DOWN. HOLD GYPSUM WALL BOARD AND STEEL STUDS 1" FROM THE BOTTOM OF THE STRUCTURE ABOVE.
DO NOT SCREW-ATTACH STEEL VERTICAL STUDS OR GYPSUM WALL BOARD TO THE TOP TRACK. INSTALL BRIDGING 12" MINIMUM FROM
THE TOP OF THE STUDS.
7.
PARTITION TYPES INDICATED ARE CONTINUOUS TO A CORNER OR AN INTERSECTING PARTITION, UNLESS INDICATED OTHERWISE. WHERE
PARTITIONS OF DIFFERENT THICKNESS MEET, MAINTAIN A FLUSH SURFACE ON THE SIDE WHERE FACES ARE STRAIGHT AND
CONTINUOUS, UNLESS NOTED OTHERWISE.
8.
METAL STUD GAUGES SCHEDULED ARE THE MINIMUM REQUIRED, AND MAY BE INCREASED BY SPECIFICATIONS TO ACCOMMODATE
LOADS, FINISHES, OR UNBRACED CEILING HEIGHT LIMITS. DO NOT CONSIDER CEILING SYSTEM(S) AS A PARTITION BRACING ELEMENT.
9.
SOUND ATTENUATION BATT (SAB) IS TO BE PLACED IN ALL PARTITIONS WHICH ENCLOSE A ROOM UNLESS NOTED OTHERWISE.
10.
WOOD AND PLYWOOD BLOCKING TO BE FIRE RETARDANT TREATED (FRT).
11.
EDGES OF GYPSUM WALL BOARD (GWB) LEFT EXPOSED TO VIEW, OR ABUTTING DISSIMILAR MATERIAL, IS TO BE FINISHED WITH METAL
"L" BEAD TRIM AND COMPOUND UNLESS NOTED OTHERWISE.
12.
SCHEDULING OF A PARTITION DESIGN WHICH CARRIES A FIRE RATING DOES NOT IMPLY A FIRE SEPARATION FUNCTION FOR THAT
PARTITION. LOCATIONS OF FIRE AND SMOKE PARTITIONS ARE INDICATED ON THE LIFE SAFETY PLAN.
13.
1PARTITION SCHEDULE IS BASED ON THE USE OF GYPSUM WALL BOARD (GWB), BUT FACING BOARD MAY VARY, DEPENDENT ON FINAL
FINISH SCHEDULED FOR THAT PARTITION: USE CEMENTITIOUS BACKER BOARD (CBB) WHERE CERAMIC TILE SCHEDULED IN "WET"
AREAS; USE MOISTURE RESISTANT BOARD (MR) WHERE CERAMIC TILE SCHEDULED IN "DRY" AREAS; USE GYPSUM LATH (BLUE BOARD)
WHERE VENEER PLASTER IS SCHEDULED. SEE FINISH SCHEDULE AND SPECIFICATIONS FOR PARTICULARS. AT ALL PLUMBING FIXTURES
INSTALL 4X8 (MR) MOISTURE RESISTANT BOARD CENTERED ON FIXTURE.
14.
ALL FIRE RATED WALL AND FLOOR PENETRATION MUST COMPLY WITH ASTM-E814
15.
ALL DOOR OPENINGS SHALL BE 4" FROM A PERPENDICULAR PARTITION TO OUTSIDE FACE OF FRAME, UNLESS NOTED OR DETAILED
OTHERWISE.
16.
ALL PARTITIONS, INCL. STUDS, BOARD, SOUND ATTENUATION BLANKETS, ETC. TO EXTEND FROM TOP OF FLOOR SLAB TO UNDERSIDE
OF CONCRETE SLAB ABOVE UNLESS OTHERWISE NOTED.
17.
CONTRACTOR IS TO CLOSE OFF ANY VOIDS LEFT AS A RESULT OF ANY REMOVALS AND NEW CONSTRUCTION, AS WELL AS INFILL ANY
EXISTING VOIDS IN NEWLY DESIGNATED FIRE RATED PARTITIONS. ALL PATCHES SHALL MATCH AND ALIGN WITH SURROUNDING
MATERIALS AND SHALL BE IN ACCORDANCE WITH OHIO BASIC BUILDING CODE.
18.
REFER TO ARCHITECTURAL FLOOR PLANS FOR PARTITION TYPE DESIGNATIONS.
19.
CONTRACTOR SHALL SEAL PARTITION WALLS AROUND ALL M.E.P. PENETRATIONS OR OPENINGS, RESULTING FROM M.E.P.
INSTALLATIONS INCLUDING BUT NOT LIMITED TO THE SLAB, ABOVE AND BELOW CEILINGS.
PARTITION TYPES
33.
34.
35.
36.
37.
38.
39.
40.
41.
42.
thinkchamplin.com
GALLAGHER
CENTER
STUDENT
CENTER
RENOVATION
XAVIER UNIVERSITY
3800 VICTORY PKWY
CINCINNATI, OH
45207
ISSUANCES
No.
Description
Date
1
ISSUED FOR BID/ PERMIT
3/21/2016
GENERAL NOTES
WHERE BLOCKING ATTACHES
TO OPEN SIDE OF WALL STUD,
PROVIDE 20 GA. TRACK x 8" LONG.
SCREW TO STUD W/ 4 - NO.10-16
SCREWS EA. SIDE
PIPE
SLEEVE
WHERE BLOCKING ATTACHES
TO THE OPEN SIDE OF WALL STUD,
PROVIDE 20 GA. TRACK x 7 1/4"
LONG.
SCREW TO STUD W/ 4 - NO.10-16
SCREWS EA. SIDE.
12 GA.CLIP ANGLE 2"x2"x7 1/2" TALL
W/ 4 - NO. 10-16 SCREWS IN EA. LAG.
FILL MATERIAL
(DEPTH TO BE MIN. 1/2")
BLOCKING = 2x8 FIRE RETARDANT
TREATED WOOD, (FRTW). USE
SPRUCE PINE FIR NO. 2, TREATED
W/ DRICON
BLOCKING = 8" DEEP x 14 GA.
TRACK W/ 1 1/4" FLANGES
1/2"
PLAN VIEW
BLOCKING = 18 GA. x 8" MIN.
TALL SHEET STEEL.
SCREW TO STUDS W/ 4 - NO.
10-16 SCREWS @ EA. END.
PROVIDE ONE ADDITIONAL
SCREW EA. END FOR EACH 2"
ADDITIONAL HEIGHT
INCREASE IN THE BLOCKING
PLATE.
IF BLOCKING PLATE IS
CONTINUOUS @ A WALL
STUD, PROVIDE 2 ROWS OF
SCREWS.
32.
720 E Pete Rose Way #140
Cincinnati, OH 45202
T 513.241.4474 F 513.241.0081
SEE PLAN
1/2" MIN. DISTANCE
FROM EDGE
OF PLATE TYP.
31.
ALL WORK SHALL BE DONE IN ACCORDANCE WITH APPLICABLE LOCAL, STATE AND FEDERAL
AUTHORITIES, CODES, RULES AND REGULATIONS.
THESE DOCUMENTS SHOW THE MINIMUM CONSTRUCTION REQUIREMENTS AND THE MINIMUM QUALITY OF
WORK EXPECTED. MORE STRINGENT REQUIREMENTS STIPULATED WITHIN RELEVANT MANUFACTURER’S
INSTALLATION INSTRUCTIONS WILL SUPERSEDE.
ANY UNFORESEEN OR UNCLEAR CONDITIONS SHALL BE REPORTED TO THE ARCHITECT PRIOR TO
PROCEEDING WITH WORK.
ANY CONFLICTS WITHIN THE DRAWINGS, BETWEEN THE DRAWINGS AND THE SPECIFICATIONS, OR
BETWEEN THE DRAWINGS AND THE ACTUAL CONDITIONS AT THE SITE, ARE TO BE BROUGHT TO THE
IMMEDIATE ATTENTION OF THE ARCHITECT. THE CONTRACTOR SHALL NOT PROCEED WITH WORK UNTIL
WRITTEN CLARIFICATION FROM THE ARCHITECT IS RECEIVED.
UNLESS OTHERWISE NOTED, ALL MATERIALS AND EQUIPMENT ARE TO BE INSTALLED PER THE
APPLICABLE PROVISIONS OF THESE DOCUMENTS AND THE MANUFACTURER’S INSTRUCTIONS.
ALL MATERIALS USED ARE REQUIRED TO BE NEW UNLESS OTHERWISE NOTED AND/OR OF A QUALITY TO
MEET OR EXCEED ALL APPLICABLE INDUSTRY STANDARDS. WHERE SPECIFIED PRODUCTS OR
MANUFACTURERS ARE NOT NOTED, THE CONTRACTOR IS REQUIRED TO NOTIFY THE ARCHITECT TO
OBTAIN A MINIMUM STANDARD OF QUALITY.
THE GENERAL CONTRACTOR IS RESPONSIBLE FOR ALL MEANS, METHODS AND TECHNIQUES FOR
CONSTRUCTION.
THE GENERAL CONTRACTOR IS RESPONSIBLE FOR JOB-SITE SAFETY INCLUDING BUT NOT LIMITED TO THE
ADHERENCE TO OSHA REGULATIONS.
ALL ELECTRICAL AND MECHANICAL WORK SHALL BE PERFORMED BY PERSONNEL LICENSED IN THE STATE
WHERE THIS PROJECT IS LOCATED.
THE GENERAL CONTRACTOR IS RESPONSIBLE FOR THE PROTECTION OF EXISTING ITEMS TO REMAIN
DURING DEMOLITION AND CONSTRUCTION.
REMOVE ALL DEBRIS PROPERLY FROM THE SITE. LOAD DEBRIS DIRECTLY ONTO TRUCKS OR INTO
DUMPSTERS FOR REMOVAL. DISPOSE OF DEBRIS LEGALLY. DO NOT BURN DEBRIS ON THE SITE. DO NOT
ALLOW DEBRIS TO ENTER SEWERS. DO NOT ALLOW PILED DEBRIS TO ENDANGER STRUCTURES, BLOCK
EXISTS OR ROADWAYS. COMBUSTIBLE WASTE WHICH COULD CREATE A FIRE HAZARD SHALL NOT BE
PERMITTED TO ACCUMULATE IN OR AROUND THE CONSTRUCTION SITE.
DO NOT SCALE DRAWINGS. DIMENSIONS SHALL GOVERN. ALL PLAN DIMENSIONS ARE TAKEN TO FINISH
FACE OF CONSTRUCTION.
LAYOUT AND VERIFY ALL PARTITION LOCATIONS PRIOR TO CONSTRUCTION FOR CLEARANCES AND
DIMENSIONS. NOTIFY ARCHITECT OF ANY DISCREPANCIES.
WITHIN ALL METAL STUD PARTITIONS, THE GENERAL CONTRACTOR IS TO PROVIDE BLOCKING FOR ALL
WALL MOUNTED EQUIPMENT AND ACCESSORIES INCLUDING BUT NOT LIMITED TO: MECHANICAL,
ELECTRICAL AND PLUMBING DEVICES, FURNITURE, CASEWORK, MILLWORK AND ALL OTHER WALL
MOUNTED ACCESSORIES AND ITEMS. THE LOCATIONS, MOUNTING HEIGHTS AND BLOCKING
REQUIREMENTS SHOWN HEREON ARE GIVEN FOR INFORMATIONAL PURPOSES ONLY AND IT IS THE
RESPONSIBILITY OF THE GENERAL CONTRACTOR TO VERIFY THIS INFORMATION WITH THE ASSOCIATED
SUB-CONTRACTORS, MANUFACTURERS, OR EQUIPMENT SUPPLIERS. SEE TYPICAL BLOCKING DETAILS IN
METAL STUD WALLS INCLUDED IN THESE DOCUMENTS FOR BLOCKING AND ANCHORING REQUIREMENTS.
ALL CONCEALED WOOD SHALL BE FIRE RETARDANT TREATED.
THE GENERAL CONTRACTOR SHALL COORDINATE WITH ALL OTHER DISCIPLINES INCLUDING BUT NOT
LIMITED TO MECHANICAL, ELECTRICAL AND PLUMBING, TO DETERMINE THE SIZE AND LOCATION OF ALL
PENETRATIONS IN NEW CONSTRUCTION. COORDINATE AND PROVIDE ALL OPENINGS. SEAL
CONSTRUCTION TIGHT TO ALL PENETRATIONS AND CAULK.
ALL PENETRATIONS THROUGH FIRE RATED CONSTRUCTION MUST BE FIRE SAFED IN ACCORDANCE WITH
THE SPECIFICATIONS.
PROVIDE CONTROL JOINTS IN GYPSUM WALLBOARD INTERIOR PARTITIONS AT 30 FEET ON CENTER
MAXIMUM. WHERE POSSIBLE, LOCATE AT CORNERS ABOVE OPENINGS. VERIFY LOCATIONS WITH
ARCHITECT. SEE THE ASSOCIATED TYPICAL DETAILS INCLUDED IN THESE DOCUMENTS.
FURNISH AND INSTALL SEALANT AT ALL FIXTURES AND CHANGES IN MATERIAL, AND AS REQUIRED BY THE
APPLICABLE HEALTH DEPARTMENT.
THE GENERAL CONTRACTOR IS RESPONSIBLE FOR COORDINATING ALL EQUIPMENT INSTALLATION AND
VERIFYING ALL REQUIRED ROUGH OPENINGS, AND ROUGH-IN DIMENSIONS WITH THE EQUIPMENT
MANUFACTURER, OWNER AND ARCHITECT PRIOR TO CONSTRUCTION.
THE GENERAL CONTRACTOR SHALL VERIFY ALL EXISTING DIMENSIONS AND FIELD CONDITIONS PRIOR TO
DEMOLITION AND CONSTRUCTION. IF PROVIDED, THE GENERAL CONTRACTOR SHALL CAREFULLY
EXAMINE EXISTING BUILDING DOCUMENTS. THE CONTRACTOR SHALL BRING ANY DISCREPANCIES TO THE
IMMEDIATE ATTENTION OF THE ARCHITECT.
THE GENERAL CONTRACTOR IS RESPONSIBLE FOR THE PROTECTION OF EXISTING ITEMS TO REMAIN
DURING DEMOLITION AND CONSTRUCTION.
MAINTAIN EXIT EGRESS PATHS TO EXISTING EXIT DOORS DURING CONSTRUCTION.
THE GENERAL CONTRACTOR IS RESPONSIBLE FOR THE PROTECTION OF ALL CONSTRUCTION ROUTES
BEYOND THE AREAS OF WORK AND THE ROUTES MUST BE RETURNED TO THEIR ORIGINAL CONDITION AT
THE END OF THE PROJECT.
MAINTAIN THE BUILDING IN A WEATHER TIGHT CONDITION AT ALL TIMES.
ALL DEMOLITION AND CONSTRUCTION ACTIVITIES SHALL BE COORDINATED WITH THE OWNER TO MINIMIZE
DISRUPTIONS OF NORMAL FUNCTIONS OF THE OWNER'S OCCUPIED AREAS.
IF CONSTRUCTION NOISE IS ANTICIPATED, SUBMIT A WRITTEN REQUEST TO THE OWNER FOR THE
SCHEDULED TIME OF THE CONSTRUCTION ACTIVITIES. NO WORK SHALL BE DONE WITHOUT THE WRITTEN
APPROVAL OF THE OWNER. THE OWNER RESERVES THE RIGHT TO DISCONTINUE NOISY CONSTRUCTION
AT ANY TIME.
ALL EXISTING SERVICES AND UTILITIES SHALL BE MAINTAINED TO ADJACENT AREAS THAT ARE IN
OPERATION AND SERVED BY THEM. COORDINATE ALL DISRUPTIONS OR DISCONTINUATIONS OF UTILITIES
AND SERVICES WITH OWNER. NO SHUT DOWN OF EXISTING SERVICES IS ALLOWED TO OCCUR UNTIL
RECEIVING THE OWNER'S WRITTEN APPROVAL OF THE SHUT DOWN SCHEDULE. PROVIDE TEMPORARY
SERVICES AND/OR UTILITIES DURING INTERRUPTIONS AS REQUIRED AND APPROVED BY THE OWNER.
THE GENERAL CONTRACTOR SHALL TAKE ALL NECESSARY PRECAUTIONS TO PREVENT DAMAGE TO
OWNER'S OCCUPIED AREAS ADJACENT TO NEW CONSTRUCTION OR OCCUPIED AREAS WHERE VARIOUS
SYSTEM CONNECTIONS OR EXTENSIONS ARE REQUIRED. IN THESE AREAS, THE GENERAL CONTRACTOR IS
RESPONSIBLE FOR DAMAGE CAUSED BY LACK OF SUFFICIENT PROTECTION FROM THE WEATHER AND
FROM THE RESULTS OF ALL CONSTRUCTION ACTIVITY INCLUDING BUT NOT LIMITED TO DUST AND WATER.
TEMPORARY BARRICADES WHERE INDICATED ON THE DOCUMENTS ARE SHOWN IN THEIR APPROXIMATE
LOCATIONS. THE GENERAL CONTRACTOR MUST COORDINATE SPECIFIC LOCATIONS WITH THE OWNER IN
CONJUNCTION WITH THE CONSTRUCTION PHASING. TEMPORARY BARRICADES MUST BE CONSTRUCTED IN
ACCORDANCE WITH OSHA REQUIREMENTS AND OWNER'S INTERIM LIFE SAFETY MEASURES.
DURING CONSTRUCTION, ISOLATE ALL HVAC SYSTEMS IN AREAS WHERE THE WORK IS BEING
PERFORMED. COMPLETE ALL CRITICAL BARRIERS TO SEAL THE WORK AREA FROM THE REST OF THE
FACILITY. MAINTAIN NEGATIVE AIR PRESSURE WITHIN THE WORK SITE USING HEPA EQUIPPED AIR
FILTRATION UNITS. PROMPTLY SEAL ANY HOLES/PENETRATIONS BETWEEN THE WORK AREA AND THE
REST OF THE FACILITY. CONTAIN CONSTRUCTION WASTE IN COVERED CONTAINERS BEFORE
TRANSPORTING IT.
THE GENERAL CONTRACTOR SHALL RECEIVE WRITTEN APPROVAL FROM THE OWNER BEFORE USING
OPEN FLAMES, WELDING RODS AND TORCHES. THE GENERAL CONTRACTOR IS RESPONSIBLE FOR ALL
MEANS AND METHODS TO PROHIBIT THE MIGRATION OF SMOKE AND OTHER PRODUCTS OF COMBUSTION
INTO OCCUPIED AREAS OF THE EXISTING BUILDING AND FOR OBTAINING ALL REQUIRED PERMITS RELATED
TO HOT WORK.
PROVIDE FIRE PROTECTION IN ACCORDANCE WITH THE REQUIREMENTS OF THE GOVERNING AUTHORITY.
IT IS THE GENERAL CONTRACTORS RESPONSIBILITY TO PATCH ALL SPRAY-ON FIRE PROTECTION AT
REMOVALS, AT ANY EXISTING LOCATIONS WHICH ARE VOID OF PROTECTION WITHIN THE AREA OF WORK
AND AT NEW CONSTRUCTION WHICH DISTURBS EXISTING FIRE PROTECTION. FIREPROOFING MUST BE
CONTINUOUS AND UNOBSTRUCTED.
DO NOT OVERLOAD THE EXISTING BUILDING STRUCTURE. MAINTAIN THE STRUCTURAL INTEGRITY OF ALL
STRUCTURAL FRAMING MEMBERS AND SYSTEMS AT ALL TIMES.
ALL OPENINGS IN EXISTING WALLS, CEILINGS AND FLOORS, WHICH ARE THE RESULT OF REMOVALS AND
OTHER NEW CONSTRUCTION ACTIVITY, SHALL BE PATCHED WITH NEW MATERIALS THAT MATCH THE
EXISTING MATERIALS. IF THE PATCH IS TO BE MADE IN FIRE RATED CONSTRUCTION, THE PATCH MUST
ACHIEVE THE REQUIRED FIRE RATING. THE PATCH SHALL BE FINISHED TO A LIKE NEW CONDITION TO
MATCH THE EXISTING FINISH.
ALL EXISTING OPENINGS IN CEILINGS, FLOORS AND WALLS DISCOVERED IN THE EXISTING STRUCTURE
SHALL BE PATCHED WITH NEW MATERIALS THAT MATCH THE EXISTING MATERIALS. IF THE PATCH IS TO BE
MADE IN FIRE RATED CONSTRUCTION, THE PATCH MUST ACHIEVE THE REQUIRED FIRE RATING. THE
PATCH SHALL BE FINISHED TO A LIKE NEW CONDITION TO MATCH THE EXISTING FINISH.
WHERE EXISTING SURFACES ARE TO BE REFINISHED OR ARE TO SERVE AS SUBSTRATE FOR THE
ATTACHMENT OR APPLICATION OF NEW MATERIALS OR CONSTRUCTION, PREPARE OR ALTER THE
EXISTING SURFACES AS NECESSARY TO PROPERLY ACCOMMODATE THE NEW MATERIALS.
FIELD VERIFY SIZES AND DIMENSIONS OF ALL EXISTING UTILITIES THAT IMPACT THE NEW WORK.
DETERMINE THE SIZE AND LOCATION THE PENETRATIONS FROM THE EXISTING UTILITIES WITHIN THE NEW
WORK. SEAL TIGHT TO ALL PENETRATIONS AND CAULK.
PENETRATIONS THROUGH EXISTING FIRE RATED CONSTRUCTION MUST BE PROPERLY CLOSED AND FIRE
SAFED TO ACHIEVE THE PROPER FIRE RATING BY THE END OF CONSTRUCTION OPERATIONS FOR EACH
DAY.
UNLESS OTHERWISE NOTED, THE GENERAL CONTRACTOR IS RESPONSIBLE FOR VERIFYING ALL EXISTING
SALVAGED STOCK BEFORE ORDERING NEW MATERIAL.
ROOM IDENTIFICATION SIGNAGE IS REQUIRED TO MEET THE REQUIREMENTS FOR CHARACTER HEIGHT
AND PROPORTION, FINISH AND CONTRAST, FRONT, BRAILLE AND PICTOGRAM TYPES AS INDICATED IN
THESE DOCUMENTS. ROOM IDENTIFICATION SIGNAGE SHALL BE MOUNTED AT 60" ABOVE THE FINISHED
FLOOR TO THE SIGN CENTERLINE AND SHALL BE MOUNTED TO THE WALL AT THE LATCH SIDE OF THE
DOOR.
3/4" MAX.
TYP.
OPTION A - PLAN VIEW
PLAN VIEW
WHERE BLOCKING ATTACHES
TO OPEN SIDE OF WALL STUD,
PROVIDE 20 GA. TRACK x 8"
LONG.
SCREW TO STUD W/ 4 - NO.10-16
SCREWS EA. SIDE
BLOCKING = 8" DEEP x 14 GA.
TRACK W/ 1 1/4" FLANGES
CLIP & BEND FLANGES EA. END.
CONNECT EA. END
W/ 4 - NO.10-16 SCREWS
1" (MIN.) SAFING
INSULATION
PACKED TIGHT
AROUND PIPE
SCREW THROUGH STUD OR TRACK INTO
THE END OF THE WOOD BLOCKING W/ 4 NO. 9-18 x 1 1/2" CUT THREAD WOOD
SCREWS. SCREWS SHALL HAVE A
PROTECTIVE COATING.
AN ACCEPTABLE FASTERNER IS BUILDEX 918 x 1 1/2" HWH TRUGRIP COATED W/
CLIMASEAL.
1/2" MIN. PROJECTION
TO A MAX. 2"
METAL PIPE OR
CONDUIT
THIS DETAIL IS DIAGRAMMATIC ONLY, MFR. OF
FIRESTOP MATERIALS SHALL PROVIDE FINAL
DESIGN AND APPLICABLE U.L. DESIGN NUMBERS.
A
A001
WALL PENETRATION - 1 HR & 2HR RATED PARTITION
1 1/2" = 1'-0"
Drawn By
OPTION B - PLAN VIEW
ELEVATION VIEW
Checked By
-
ELEVATION VIEW
CLOCK
THE CONTRACTOR MUST COORDINATE WITH ALL TRADES TO DETERMINE WHICH TYPE OF WALL BLOCKING IS REQUIRED FOR EACH WALL MOUNTED
ITEM. ALL ANCHORS SHALL EXTEND THROUGH THE WALL FINISH INTO THE BLOCKING. AVOID THE USE OF PLASTIC TYPE ANCHOR DEVISES.
MANUFACTURERS OF THE WALL MOUNTED ITEMS MUST PROVIDE THE PULLOUT AND SHEAR FORCES AT THE ANCHORS DUE TO THE WEIGHT OF THE ITEM
AS WELL AS THE LOADS THAT ARE REQUIRED TO BE SUPPORTED BY THE ITEM AS MANDATED BY THE GOVERNING AUTHORITY. ANCHORS MUST HAVE
ADEQUATE STRENGTH TO SUPPORT THESE FORCES. CONTRACTOR HAS THE OPTION TO USE A PROPRIETARY BLOCKING SYSTEM WHICH MUST BE
SUBMITTED TO THE ARCHITECT FOR APPROVAL.
1HR PARTITION - SEE
FLOOR PLAN & PARTITION
TYPE SCHEDULE FOR
REQUIREMENTS
B
A001
4'-0"
4'-0"
1'-6"
DEFLECTIONI TRACK ATTACH TO CLOSURE
PLATE
WALL BLOCKING TYPE 2 OR 3:
TO BE USED FOR ALL OTHER WALL MOUNTED ITEMS NOT MEETING THE REQUIREMENTS FOR WALL BLOCKING TYPE 1.
WALL BLOCKING DETAILS
4'-0"
WALL BLOCKING TYPE 1:
TO BE USED FOR WALL MOUNTED ITEMS THAT WEIGH 50 POUNDS OR LESS AND THAT ARE NOT INTENDED FOR HUMAN SUPPORT. EXAMPLES OF WALL
MOUNTED ITEMS THAT ARE INTENDED FOR HUMAN SUPPORT ARE HANDRAILS AND GRAB BARS. THESE CANNOT HAVE WALL BLOCKING TYPE 1.
FIRE
EXTINGUISHER
CABINET
ELECTRICAL
OUTLET
ELECT THERMOSTAT
SWITCH
TEST REF.: SIMILAR TO
JMI/PHV 60-01
TYP. RATED WALL PARALLEL TO ROOF DECK - 1HR RATED
1 1/2" = 1'-0"
TYPICAL MOUNTING HEIGHTS
MONITOR/ TV
07009
TE
Project
Number
5264
OWNER
PROVIDE FIRE SEALANT
@JOINT AND OVER ENTIRE
CLOSURE PLATE
(TYP. BOTH SIDES)
NOTES:
COOD W
WALL BLOCKING
TYPE 3
7'-0"
WALL BLOCKING
TYPE 2
Client
Number
81
IS
WALL BLOCKING
TYPE 1
CL
I
M. J.
BATTOCLETTE
R EG
OPTION A - ELEVATION VIEW
OPTION B - (SIMILAR)
ROOF/FLOOR SLAB
SEE STRUCTURAL
DRAWINGS
E O F OH
O
KPN
AT
R E D A RC
H
M. J. BATTOCLETTE
LICENSE #07009
EXPIRATION DATE 12/31/2017
ARCHITECTURAL
GENERAL NOTES,
SYMBOLS, & TYP
DETAILS
A001
3/21/2016 7:48:56 PM
SIM
F.HORN
F.H.S.
FH.W.S.
LEFT HAND
LIVE LOAD
LOW POINT
LIGHT
EC T
1
A101
F.F.
F.G.
FGL.
F.H.
FH.M.S.
FACE
FIRE ALARM
FACE BRICK
FIREBOARD
FIRE BELL
FURNISHED BY OTHERS
FLOOR DRAIN
FOUNDATION
FIRE EXTINGUISHER
FIRE EXTINGUISHER
CABINET
FINISH FLOOR
FINISH GRADE
FIBERGLASS
FIRE HYDRANT
FLAT HEAD MACHINE
SCREW
FIRE HORN
FIRE HOSE STATION
FLAT HEAD WOOD
SCREW
FINISH
FIXTURE
FLOOR JOIST
FLOOR LINE
FLASHING
FLUORESCENT
FLOOR
FACE NAIL
FACE OF BUILDING
FACE OF CONCRETE
FACE OF FINISH
FACE OF MASONRY
FACE OF STUD
FIRE RETARDANT
TREATED WOOD
FIRE SUPPRESSION
CONTRACTOR
FOOD SERVICE
EQUIPMENT CONTRACTOR
FOOTING
FUTURE
FIRE VALVE CABINET
L.H.
L.L.
L.P.
LT.
IT
0
F.
F.A.
F.B.
F.BD.
F.BELL
F.B.O.
F.D.
FDN.
F.E.
F.E.C.
ENCLOSURE
EQUIVALENT
EACH SIDE
EACH WAY
ELECTRIC WATER CLOSET
EXPANSION
EXPANSION BOLT
EXPOSURE
EXTERIOR
ST
Name
Elevation
ENCL.
EQUIV.
E.S.
E.W.
E.W.C.
EXP.
EXP.B.
EXPO.
EXT.
&
<
@
CL
Ø
FL
PL
#
DEMOLITION PLAN LEGEND
4
PARTITIONS AND CASEWORK TO BE REMOVED.
PARTITIONS AND CASEWORK TO REMAIN. PROTECT ITEMS TO REMAIN DURING DEMOLITION
AND NEW WORK.
DOOR AND FRAME TO BE REMOVED.
DOOR AND FRAME TO REMAIN. PROTECT ITEMS TO REMAIN DURING DEMOLITION AND
NEW WORK.
A
12 19
HATCHED AREA - INTERIOR DEMOLITION AREA
•
REMOVE ALL INTERIOR FINISHES, INCLUDING BUT NOT LIMITED TO: INTERIOR
PARTITIONS, CEILINGS, FLOOR FINISHES, EQUIPMENT, RUBBER OR WOOD BASE,
CASEWORK AND ITEMS MOUNTED ON WALLS AND CEILINGS REMAINING ETC.
•
SALVAGE 2X4 LIGHTS TO BE REINSTALLED IN NEW WORK. ANY LIGHTS THAT ARE NOT
USED ARE TO BE RETURNED TO OWNER. COORDINATE WITH CEILING PLAN AND
ELECTRICAL DRAWINGS.
•
SALVAGE UNDAMAGED FULL ACOUSTICAL CEILING TILES THIS AREA. AT NEW WORK,
USE THIS STOCK TO REPLACE DAMAGED CEILING TILES IN ROOM 109 AND AT
MODIFIED CEILING WORK. RETURN REMAINING ATTIC STOCK TO OWNER.
•
COORDINATE THE REMOVAL OF MECHANICAL, ELECTRICAL, SECURITY AND
PLUMBING ITEMS WITH MEPT DRAINING.
•
PROTECT ITEMS TO REMAIN DURING DEMOLITION AND NEW WORK.
•
SEE GENERAL NOTES AND KEYNOTES FOR ITEMS TO BE SALVAGED AND ADDITIONAL
SCOPE.
5
13
5
13 14
5
3
720 E Pete Rose Way #140
Cincinnati, OH 45202
T 513.241.4474 F 513.241.0081
17
18
thinkchamplin.com
1
8
5
HATCHED AREA - LIMITED DEMOLITION
•
NO WORK AT FLOORING
•
CEILING SYSTEM, MINI-BLINDS AND DEVICES TO REMAIN. COORDINATE WITH NEW
WORK.
•
COORDINATE THE REMOVAL OF MECHANICAL, ELECTRICAL, SECURITY AND
PLUMBING ITEMS WITH MEPT DRAINING.
•
PROTECT ITEMS TO REMAIN DURING DEMOLITION AND NEW WORK.
•
SEE GENERAL NOTES AND KEYNOTES FOR ITEMS TO BE SALVAGED AND ADDITIONAL
SCOPE.
ALTERNATE
•
#A01 - REMOVE FLOORING SYSTEM AND BASE (BOOKSTORE).
4
6
12 19
3
5
1
NO WORK THIS AREA
13
B
1
2
LEGEND
7
15
3
15
1
10
21
7
20
1
1
GALLAGHER
CENTER
STUDENT
CENTER
RENOVATION
11
16
C
XAVIER UNIVERSITY
3800 VICTORY PKWY
CINCINNATI, OH
45207
9
ISSUANCES
9
9
9
No.
Description
Date
1
ISSUED FOR BID/ PERMIT
3/21/2016
D
DEMOLITION PLAN GENERAL NOTES
A.
11.
12.
13.
14.
15.
16.
17.
18.
19.
20.
21.
1
AD101
LEVEL 1 - DEMOLITION PLAN
3/16" = 1'-0"
C.
D.
E.
F.
Checked By
Client
Number
81
I
07009
TE
Project
Number
5264
E O F OH
M. J.
BATTOCLETTE
IS
7.
8.
9.
10.
B.
KPN
R EG
5.
6.
NO WORK THIS AREA.
RELOCATE TV AND SUPPORT. SEE NEW WORK.
SALVAGE SLAT WALL AND STANDARDS. RETURN TO TENANT.
SALVAGE 2X4 LIGHTS TO BE REINSTALLED IN NEW WORK. ANY LIGHTS THAT ARE NOT USED ARE TO BE
RETURNED TO OWNER. COORDINATE WITH CEILING PLAN AND ELECTRICAL DRAWINGS.
SALVAGE TRACK LIGHTING AND PENDANTS. RETURN TO OWNER.
SALVAGE UNDAMAGED FULL ACOUSTICAL CEILING TILES THIS AREA. AT NEW WORK, USE THIS STOCK TO
REPLACE DAMAGED CEILING TILES IN ROOM 109 AND AT MODIFIED CEILING WORK. RETURN REMAINING
ATTIC STOCK TO OWNER.
RELOCATE TRACK LIGHTING. MODIFY AS REQUIRED. SEE ELECTRICAL DRAWINGS.
REMOVE MINI-BLINDS.
MINI-BLINDS TO REMAIN.
OWNER TO REMOVE ANTI-THEFT SECURITY TOWER. CONTRACTOR TO REMOVE WIRE MOLDING AND ANY
ASSOCIATED POWER.
CHECK-OUT DESK/ CASEWORK AND SLAT WALL TO REMAIN.
DELAMINATE THE WALLCOVERING, AS INDICATED, TO BE REINSTALLED IN NEW WORK.
RELOCATE THERMOSTAT. SEE ELECTRICAL DRAWINGS.
RELOCATE FIRE STROBE. SEE ELECTRICAL DRAWINGS.
REMOVE HARDWARE AS REQUIRED FOR NEW WORK.
REMOVE BOARD.
SALVAGE POOL CUE RACKS AND RETURN TO OWNER.
REMOVE PHONE.
SALVAGE CROWN MOLDING AND CHAIR RAIL TO BE REINSTALLED IN NEW WORK.
REMOVE CEILING MOUNTED TV AND SUPPORT.
SEE ARCHITECTURAL DRAWINGS FOR LOCATION AND SCOPE OF NEW WORK.
AT
O
1.
2.
3.
4.
ALL DEMOLISHED MATERIAL, EXCEPT MATERIAL THAT IS LISTED OR MARKED BY THE ARCHITECT
OR THE OWNER FOR RETENTION, SHALL BECOME THE PROPERTY OF THE CONTRACTOR AND IT
SHALL BE DISPOSED OF. NO DEBRIS RESULTING FROM WORK SHALL BE LEFT IN THE
CONSTRUCTION ROUTES BEYOND THE AREAS OF WORK.
REMOVAL OF A PARTICULAR ITEM IS TO INCLUDE ALL RELATED ITEMS, SUCH AS REMOVAL OF
WALLS WOULD INCLUDE ASSOCIATED DOORS, HARDWARE, ELECTRICAL, PLUMBING, MECHANICAL,
ETC. REFER TO DEMOLITION DRAWINGS FOR MORE INFORMATION. FOR ALL REMOVALS, THE
GENERAL CONTRACTOR SHALL COORDINATE WITH ALL OTHER DISCIPLINES INCLUDING BUT NOT
LIMITED TO MECHANICAL, ELECTRICAL AND PLUMBING.
WHERE CEILINGS ARE SHOWN TO BE REMOVED, ALL UNUSED SUSPENDED EQUIPMENT, WIRES,
ANGLES, ETC. SHALL BE REMOVED. SEE DEMOLITION DRAWINGS FOR ADDITIONAL INFORMATION.
EXISTING LIGHTS MAY BE MAINTAINED AS TEMPORARY CONSTRUCTION LIGHTING.
THE CONTRACTOR SHALL PROVIDE TEMPORARY SUPPORT FOR ITEMS NOT DEMOLISHED OR
REMOVED AS REQUIRED UNTIL PERMANENT SUPPORT IS PROVIDED IN THE FINAL CONSTRUCTION.
SALVAGE ANY SECURITY SYSTEM DEVICES AND RETURN TO OWNER. COORDINATE WITH
ELECTRICAL AND TECHNOLOGY DRAWINGS.
COORDINATE WITH ELECTRICAL DRAWINGS FOR NEW LOCATIONS AND RE-LOCATIONS OF THE
ELECTRICAL DEVICES.
Drawn By
R E D A RC
H
M. J. BATTOCLETTE
LICENSE #07009
EXPIRATION DATE 12/31/2017
ARCHITECTURAL
LEVEL 1 DEMOLITION
PLAN
AD101
3/21/2016 7:50:45 PM
DEMOLITION PLAN KEYNOTES
5
EC T
3
IT
2
ST
1
4
22'-6"
3
A103
RA
Sim
3
A103
BORROWED LITE -110C
SEE DOOR SCHEDULE.
A
GL
720 E Pete Rose Way #140
Cincinnati, OH 45202
T 513.241.4474 F 513.241.0081
GL
+
9"
TYP
TYP
/-
thinkchamplin.com
F1
1 Sim
A
A104
A103
F1
STUDENT
LOUNGE
5
3'-6"
110
3'-6"
30'-0"
7'-0"
110
1
8'-0"
EQUAL
Sim
1'-0 1/2" +/- 8
2
10 1/2" +/-
1'-6 1/2" +/-
110C
27'-5" +/-
STOR
ATRIUM
110C
111
3
5'-8 1/2" +/2
2
7
L
EQUA
2'-10" +/-
2
A103
2
A103
1 Sim
B
F1
A7
A103
A103
110B
12'-0" +/-
3
WD
A7
5
STOR
EQ
110B
3
110A
WD
WD
STOR
EQ
1
F1
8
9'-4" +/-
A7
EQ
1-C
8
8
TYP
13'-4"
B7
STAIR C
6 Sim
EQ
TYP
1
GL
2'-8"
ST1-Ca
1'-0 1/2" +/-
GL
110A
F1
ST1-Cb
8'-2 1/2" +/-
4
8'-0 1/2"
F1
5'-8"
5'-8"
8'-0 1/2"
6'-9" +/-
5 3/4"
30'-0"
6
C1
7
7
A103
A105
7
GALLAGHER
CENTER
STUDENT
CENTER
RENOVATION
BOOKSTORE
109
C
CORR
OFFICE
108
107
30'-0"
XAVIER UNIVERSITY
3800 VICTORY PKWY
CINCINNATI, OH
45207
ISSUANCES
No.
Description
Date
1
ISSUED FOR BID/ PERMIT
3/21/2016
D
30'-0"
2
3
5
Checked By
4.
5.
6.
7.
8.
1
A101
LEVEL 1 - FLOOR PLAN
3/16" = 1'-0"
ALIGN WITH EXISTING WALL
ALIGN
WALL PROTECTION PANEL. TYPICAL ALL WALL THIS ROOM. SEE MATERIAL AND
FINISH SCHEDULE AND NOTES.
CARD READER. SEE DOOR SCHEDULE AND ELECTRICAL DRAWINGS.
PROJECTION SCREEN ABOVE.
1-HOUR PROTECTION TO BE CONTINUOUS TO STRUCTURE. WHEN RATED
PARTITION, CANNOT EXTEND VERTICALLY TO THE STRUCTURE DUE TO THE DUCT
MAIN INTERFERENCE, PROVIDE A 1-HOUR RATED HORIZONTAL TRANSITION. SEE
SHEET A001 FOR DETAILS.
ADA-COMPLIANT ENTRY SIGNAGE FOR "STUDENT LOUNGE" MATCHING BUILDING
STANDARDS. COORDINATE WITH OWNER
ADA-COMPLIANT ROOM SIGNAGE. MATCH BUILDING STANDARDS. COORDINATE
WITH OWNER.
A.
B.
C.
D.
SEE A001 FOR PROJECT NOTES.
PATCH AND REPAIR AREAS DISTURBED BY DEMOLITION. SEE SHEET A001 NOTES.
PATCH, REPAIR AND PAINT DAMAGED COLUMN FURRING IN ALL AREAS OF WORK,
INCLUDING AREAS TO RECEIVED FINISH MATERIAL.
COORDINATE WITH OWNER ON SIGNAGE INSTALLATION REQUIREMENTS.
NO WORK THIS AREA
Client
Number
81
07009
TE
Project
Number
5264
I
IT
-
IS
1.
2.
3.
FLOOR PLAN GENERAL NOTES
E O F OH
M. J.
BATTOCLETTE
R EG
FLOOR PLAN KEYNOTES
AT
O
KPN
ST
Drawn By
R E D A RC
H
M. J. BATTOCLETTE
LICENSE #07009
EXPIRATION DATE 12/31/2017
LEVEL 1
ARCHITECTURAL
FLOOR PLAN
A101
3/21/2016 7:49:14 PM
1
30'-0"
EC T
24'-0"
SEE ELECTRICAL DRAWINGS FOR FIXTURE TYPES
CEILING PLAN GENERAL NOTES
B.
2' X 2' LIGHT FIXTURE
RECESSED DOWNLIGHT
C.
GYPSUM WALL BOARD CEILING
CONTROL JOINT
CJ
RETURN REGISTER - SEE MECH. DWGS.
SUPPLY - SEE MECH. DWGS.
D.
EXHAUST - SEE MECH. DWGS.
E.
SPRINKLER - SEE MECH. DWGS.
5
A105
ACT-1
11' - 0"A.F.F.
A
WC-1
9' - 4"A.F.F.
10
13
TYP
ACT-1
10' - 0"A.F.F.
ACT-2
9' - 4"A.F.F.
10
J
5"
EXIT SIGN
ACT-2
9' - 4"A.F.F.
J
2x4 ACT
720 E Pete Rose Way #140
Cincinnati, OH 45202
T 513.241.4474 F 513.241.0081
11
"
11
thinkchamplin.com
11
2x2 ACT OR 4x4 ACT
5
1'-3
"
TYP
"
A105
3
1'-
SUSPENDED CEILING
ACT-1 TYPICAL U.N.O.
ACT-1
11' - 0"A.F.F.
J
ACCEPTABLE
SUSPENDED CEILING
WC-1
9' - 4"A.F.F.
10
1'-3
"
2' X 4' LIGHT FIXTURE
RECESSED CONTINUOUS WALL WASH
4
SEE DRAWING SHEET A001 FOR GENERAL
INFORMATION AND PROJECT ABBREVIATIONS
COORDINATE WITH HVAC, PLUMBING, ELECTRICAL AND
FIRE SUPPRESSION DOCUMENTS FOR ALL LIGHT
FIXTURES, SPRINKLERS, POWER, HVAC, AND MEDICAL
GAS OUTLET LOCATION AND TYPES. COORDINATE
WITH ARCHITECTURAL RCP FOR LOCATION AND
ALIGNMENTS OF FIXTURES
WHERE FIXTURES (INCLUDING SPRINKLERS,
DIFFUSERS, SMOKE DETECTORS, CAN LIGHTS, ETC.)
ARE SHOWN ON PLANS AS ALIGNED; ALIGN FIXTURES
IN CENTER OF TILE OR CENTER OF AREA AS
GRAPHICALLY SHOWN ON THE CEILING PLAN. NOTIFY
ARCHITECT IF THERE ARE ANY DISCREPANCIES.
PROVIDE ACCESS PANELS IN HARD CEILINGS AS
REQUIRED.
LOCATE SPRINKLER HEADS, SMOKE DETECTORS, CAN
LIGHTS AND ALL OTHER FIXTURES IN ACOUSTICAL
CEILING SYSTEM IN FIELD SO THAT THEY ARE
CENTERED IN TILE UNO. REFER TO SKETCH BELOW.
4 1/2"
A.
4 1/2"
4" OR 1' X 4' LIGHT FIXTURE
11
"
GYPSUM BOARD
"
11
CEILING PLAN KEYNOTES
ALIGN
PATCH AND REPAIR CEILING TO MATCH
EXISTING.
METAL CEILING TRANSITION TRIM AND DRYWALL
SOFFIT, WALL TYPE C1. SEE DETAIL A105.
PAINTED DRYWALL SOFFIT. PAINT TO MATCH
BOOKSTORE ENTRY SOFFIT.
MODIFY EXISTING CEILING GRID FOR NEW WORK.
INSTALL SALVAGED ACOUSTICAL CEILING TILES
AND CEILING TRIM AND NEW TRIM, AS
REQUIRED. REPLACE DAMAGED CEILING TILES
WITH SALVAGED CEILING TILES.
CEILING RECESSED POWERED PROJECTION
SCREEN - SEE ELECTRICAL DRAWINGS.
CEILING MOUNTED POWERED PROJECTION
SCREEN - SEE DETAIL SHEET A105 AND
ELECTRICAL DRAWINGS.
LCD PROJECTOR AND SUPPORT,OFOI.
COORDINATE WITH OWNER AND THEIR VENDOR
FOR FINAL LOCATION. COORDINATE WITH
ELECTRICAL DRAWINGS FOR POWER AND DATA
REQUIREMENTS.
RELOCATED TV AND SUPPORT PIPE, OFCI.
COORDINATE WITH TENANT ON FINAL LOCATION.
MATCH EXISTING DETAILING AND
MANUFACTURER'S REQUIREMENTS.
COORDINATE WITH ELECTRICAL DRAWINGS.
POWERED ROLLER SHADE CLOTH AND
ALUMINUM POCKET CEILING TRIM. SEE DETAIL
AND COORDINATE WITH ELECTRICAL DRAWINGS.
VERTICAL TRANSITION EXTRUDED PAINTED
ALUMINUM CEILING TRIM. SEE DETAIL SHEET
A105. BASIS OF DESIGN: ARMSTRONG AXIOM
TRANSITIONS TRIM - CEILING TO CEILING
STRAIGHT TRANSITION. COLOR TO MATCH MAIN
CEILING.
EXISTING CEILING ASSEMBLIES TO REMAIN.
PATCH AND PAINT AS REQUIRED.
DRYWALL SOFFIT, WALL TYPE C1 UNLESS NOTED
OTHERWISE. TYPICAL. SEE DETAILS ON SHEET
A105.
6.
7.
8.
9.
10.
11.
12.
13.
PT
8' - 8 1/2"A.F.F.
"
11
1'-0"
NO WORK THIS AREA
6
"
11
5.
10
3"
4.
LED LIGHT
2
J
13
PT
11' - 6"A.F.F.
3
ACT-1
10' - 0"A.F.F.
J
8
3
"
11
ACCESS PANEL
B
ACT-2
9' - 4"A.F.F.
13
1
5
"
11
ACT-1
10' - 0"A.F.F.
12
11
"
ACT-2
10' - 0"A.F.F.
3"
3.
J
PROJ.
LIGHT COVE
4
PROJ.
1.
2.
3"
1'1'-3
"
1'-3"
LINEAR DIFFUSER
8
J
PT
10' - 10"A.F.F.
J
WC-1
9' - 4"A.F.F.
5
1'-7 7/8"
WOOD ACOUTICAL PANEL SYSTEM
"
11
5
11
7
11
FP
ACCESS PANEL
12
-
7
---
A105
7
9
A103
GALLAGHER
CENTER
STUDENT
CENTER
RENOVATION
C
5
XAVIER UNIVERSITY
3800 VICTORY PKWY
CINCINNATI, OH
45207
1'-8 5/8"
12'-4 1/4"
1
19'-3"
1
7'-
83°
1
D
10"
98°
17
'-6
"
2'
-6
"
23'-4 1/2"
92°
9'-7"
87°
4"
7'-
1" MIN
94°
11"
4'-9 1/8"
3°
11
12
1°
2'-1"
97°
1"
'-1
17
3'-4 1/4" 4'-4 3/4"
"
11
82°
97°
"
'-1
19
0"
'-1
10
3'-8"
2
1"
'-1
120°
"
'-2
14
90 17°
° 1
1
109°
7/8
"
97°
3/21/2016
90°
6"
3'-
4"
3/
2'-5
0"
"
'-6 11'5
1
Date
ISSUED FOR BID/ PERMIT
96°
'-5
18
76°
Description
1
14'
-2"
"
97°
1
No.
8'-1
1"
12
1°
1'-0"
1
0"
8'-
1°
12
104°
°
90
2'-0
"
108°
135
°
83°
A
2'-5"
ISSUANCES
5"
0"
°
132
1
2
3
5
Checked By
2
3
5
IT
TE
Project
Number
5264
I
07009
IS
1
Client
Number
81
E O F OH
M. J.
BATTOCLETTE
R EG
-
AT
O
KPN
ST
Drawn By
EC T
'-1
11
129
°
R E D A RC
H
M. J. BATTOCLETTE
LICENSE #07009
EXPIRATION DATE 12/31/2017
2
A102
REFLECTED CEILING PLAN - CLOUDS AND SOFFIT LOCATIONS
1/8" = 1'-0"
1
A102
LEVEL 1 - Ceiling Plan- OVERALL
3/16" = 1'-0"
A102
3/21/2016 7:49:41 PM
LEVEL 1 REFLECTED
CEILING PLANS
720 E Pete Rose Way #140
Cincinnati, OH 45202
T 513.241.4474 F 513.241.0081
Sim
5
7
A105
A103
thinkchamplin.com
PROJECTION SCREEN
10'-8" POCKET
10'-0" CEILING
9'-4" CLOUD
7
A105
1
A105
2
A105
START PATTERN WITH A FULL WIDTH BOARD
LINEAR PLANK AND ACOUTICAL FELT SYSTEM FULL HEIGHT FROM FLOOR TO TOP OF SOFFIT.
SEE TYPICAL DETAIL 1/A105
7
A103
6
SECTION - AT STAGE WALL
3/8" = 1'-0"
A103
ELEVATION - STAGE WALL
3/8" = 1'-0"
HARDWOOD TRIM
ON HM
BORROWED LITE
FRAME. SEE
DETAILS SHEET
A104.
3
A104
ALIGN WITH EXISTING
GALLAGHER
CENTER
STUDENT
CENTER
RENOVATION
PAINT DRYWALL SOFFIT TO
MATCH EXISTING
WOOD PANELING AND TRIM.
SEE DETAILS SHEET A104.
REINISTALL EXISTING
WALLCOVERING
ALIGN WITH
EXISTING
XAVIER UNIVERSITY
3800 VICTORY PKWY
CINCINNATI, OH
45207
ISSUANCES
No.
Description
Date
1
ISSUED FOR BID/ PERMIT
3/21/2016
EXISTING WALLCOVERING
, REINSTALLED
5
A103
4
ELEVATION- ENTRY
3/8" = 1'-0"
A103
ELEVATION- BORROWED LITE
3/8" = 1'-0"
EXST COLUMN FURRING
VIF
ST
Checked By
Client
Number
81
1
A104
07009
TE
Project
Number
5264
IT
-
R E D A RC
INTERIOR
ELEVATIONS
2
A104
A103
ENLARGED PLAN - PARTIAL GLASS COLUMN
1/2" = 1'-0"
2
A103
ENLARGED PLAN - TYPICAL GLASS COLUMN
1/2" = 1'-0"
H
M. J. BATTOCLETTE
LICENSE #07009
EXPIRATION DATE 12/31/2017
1
3
I
M. J.
BATTOCLETTE
A103
A104
2
Sim
E O F OH
1
A103
ELEVATION - GLASS COLUMN
1/2" = 1'-0"
A103
3/21/2016 7:49:48 PM
1
EXST COLUMN FURRING
VIF
VIF
EXST COLUMN FURRING
1
A104
2
IS
1
A104
KPN
AT
R EG
T
B
Drawn By
O
A
VIF
EC T
EXST COLUMN FURRING
GENERAL NOTES - WOOD TRIM
A.
B.
THE DESIGN INTENTION IS TO MATCH THE EXISTING CORRIDOR AND BOOKSTORE
WOODWORK AND TRIM APPEARANCE. MATCH EXISTING PROFILES, SIZES, MOUNTING
HEIGHTS, TYPES AND STAINS. NEW CONSTRUCTION TO ALIGN IN HEIGHT AND FACE OF
TRIM THAT MEET ARE TO BE FLUSH.
HARDWOOD - MATCH EXISTING: CONFIRM EXISTING IS TRUE QUARTER OAK WITH FLAKE
STAINED TO MATCH VENEER OR HARD MAPLE STAINED TO MATCH THE VENEER.
PROVIDE SAMPLE FOR REVIEW AND APPROVAL, PRIOR TO FABRICATION.
VENEER - MATCH EXISTING: CONFIRM EXISTING IS QUARTERED HEAVY FIGURED
EUCALYPTUS WITH CUSTOM STAIN, AWI FINISH TR2 CATALYZED LACQUER 45 SHEEN;
PARCEL/ FLICH: 4496; SUBSTRATE PER MANUFACTURER'S RECOMMENDATION. MEET ALL
CODES AND REGULATIONS. PROVIDE SAMPLE FOR REVIEW AND APPROVAL, PRIOR TO
FABRICATION.
ATTACH WOOD TRIM TO HM FRAMING WITH STAGGERED SCREWS, COUNTERSINK AND
PLUG. PROVIDE NEOPRENE OR SILICON GLAZING GASKETS AS REQUIRED.
MITER WOOD CORNERS.
ALL CORNER CONDITIONS TO BE HARDWOOD. DO NOT PROVIDE VENEER TRIM.
CHAIR RAIL - MATCH EXISTING.
PICTURE RAIL - MATCH EXISTING.
C.
D.
E.
4
A104
5"
F.
G.
H.
I.
720 E Pete Rose Way #140
Cincinnati, OH 45202
T 513.241.4474 F 513.241.0081
W16
thinkchamplin.com
KEYNOTES - WOOD TRIM
3 1/
W1 - SOLID OAK BASE ADHERED AND FASTENED TO EXISTING WALL ALIGN WITH EXISTING.
W2 - RUBBER BASE, HARDWOOD CHAIR RAIL MOULDING AND HARDWOOD PICTURE RAIL MOULDING.
W3 - 3/16" CLEAR SAFETY GLASS
W4 - 3/16" TRANSOM GLASS
W5 - 3/4" VENEER PLYWOOD
W6 - HARDWOOD TRIM, UNLESS NOTED OTHERWISE.
W7 - ALIGN
W8 - PAINTED HM FIRE RATED FRAMING
W9 - HARDWOOD BASE
W10 - HARDWOOD BASE CAP
W11 - 1/2" W X 1/4" D WOOD REVEAL
W12 - REINSTALLED EXISTINGTEXTILE WALLCOVERING (BELOW PICTURE RAIL)
W13 - LINE OF EXISTING WOOD BASE
W14 - LINE OF NEW WOOD BASE AT NEW TRIM.
W15 - PROVIDE BLOCKING AS REQUIRED.
W16 - TYPICAL 4" WOOD BASE. SEE DETAIL 3/A103.
4"
W2
W14
5"
W6
W12
W10
W15
W7
W2
/4"
43
W14
W16
W10
3/4"
3 1/
W2
4"
7'-0"
3/4"
5 7/8
"
W2
/4"
43
W12
W16
3/4"
W3
W5
57
/8"
W14
W15
W3
5 7/8
"
W10
W6
W15
W16
4"
W10
W10
W10
W10
1 1/2"
2 1/8"
/4"
43
11
/4"
2 3/
W2
4 5/8"
OPP HAND 3/A104
GALLAGHER
CENTER
STUDENT
CENTER
RENOVATION
W12
"
3/4
1 1/2"
CE 3/4"
NT
ER
ED
W6
WA
L
W14
/4"
23
NW
ITH
/8"
57
AL
IG
VIF
L
4
ENTRY PLAN - 1 1/2" = 1'-0"
3 1/4"
4 3/4"
4 3/4"
W2
W10
PLAN DETAIL - BORROW LITE TRIM
3" = 1'-0"
XAVIER UNIVERSITY
3800 VICTORY PKWY
CINCINNATI, OH
45207
ISSUANCES
No.
Description
Date
1
ISSUED FOR BID/ PERMIT
3/21/2016
2 7/8" +/-
3 1/4"
1/2" REVEAL
A104
3 1/4"
3 1/4"
ANODIZED ALUMN EDGE PROTECTION
TRIM FROM TOP OF BASE TO CEILING,
ALL OUTSIDE CORNERS. BASIS OF
DESIGN: SCHLUTER-INDEC 7/16"
BACK PAINTED GLASS. SEE FINISH SCHEDULE.
EXISTING COLUMN
FURRING.
4" TYPICAL WOOD BASE.
Checked By
8"
4"
3 1/2"
2"
ATRIUM SIDE
A104
TYPICAL WOOD BASE
3" = 1'-0"
1
A104
DETAIL - GLASS COLUMNS
3" = 1'-0"
B PLAN DETAIL
R E D A RC
H
M. J. BATTOCLETTE
LICENSE #07009
EXPIRATION DATE 12/31/2017
ARCHITECTURAL
DETAILS
ANODIZED ALUMN EDGE PROTECTION
TRIM FROM TOP OF BASE TO CEILING,
ALL OUTSIDE CORNERS. BASIS OF
DESIGN: SCHLUTER-INDEC 7/16"
2
TE
Project
Number
5264
LINE OF FINISHED
FLOOR, COORDINATE
WITH FINISH TYPE AND
THICKNESS
07009
C PLAN DETAIL
A104
3/21/2016 7:49:55 PM
A104
SECTION - BORROW LITE W/ WOOD TRIM
3" = 1'-0"
BACK PAINTED GLASS AND J CHANNEL
BELOW. SEE FINISH SCHEDULE.
HARDWOOD BASE WITH
EASED EDGE.
A SECTION DETAIL
3
Client
Number
81
EC T
1/2" REVEAL
1/2"
MATCH EXISTING PROFILE
6"
2"
1/2"
-
8" COLUMN WOOD BASE.
IS
MATCH TYP ROOM
BASE PROFILE
1/2"
I
M. J.
BATTOCLETTE
R EG
HARDWAOOD
E O F OH
IT
KPN
AT
O
ANODIZED ALUMN EDGE PROTECTION
TRIM FROM TOP OF BASE TO CEILING,
ALL INSIDE CORNERS. BASIS OF DESIGN:
SCHLUTER-JOLLY 1/2"
ST
Drawn By
1/4" ALUMN J CHANNEL
WITH GASKET GLAZING.
J NOSING CHANNEL AT
TOP EDGE OF GLASS.
METAL STUD FRAMING
ANGLE MOLDING
6"
ACOUSTICAL LAY-IN
CEILING PER RCP
METAL STUD FRAMING
5/8" GYP. BD., PAINTED
COVE LIGHT FIXTURE. SEE
ELECTRICAL DRAWINGS.
COVE LIGHT FIXTURE. SEE
ELECTRICAL DRAWINGS.
720 E Pete Rose Way #140
Cincinnati, OH 45202
T 513.241.4474 F 513.241.0081
METAL STUD FRAMING
WALL ANGLE &
SCREWS
6"
ACOUSTICAL LAY-IN
CEILING PER RCP
5/8" GYP. BD., PAINTED
thinkchamplin.com
5/8" GYP. BD., PAINTED
4" UPTURN WD PANEL
INVERTED GRID TO SUPPORT
FIXTURE AND SECURE TO
STUD AND TRACK
INVERTED GRID TO SUPPORT
FIXTURE AND SECURE TO
STUD AND TRACK
ACOUSTICAL LAY-IN
CEILING PER RCP
ANGLE MOLDING
6"
ANGLE MOLDING
INVERTED GRID TO SUPPORT
FIXTURE AND SECURE TO
STUD AND TRACK
4"UPTURN WD PANEL
1'-3"
11"
11"
UNLESS NOTED OTHERWISE
LINEAR CARRIER @ 24" O.C.
LINEAR CARRIER @ 24" O.C.
UNLESS NOTED OTHERWISE
4"
LINEAR CARRIER @ 24" O.C.
3 3/4"
ACOUTIC CEILING TILE
A105
4" AXIOM
PERIMETER
TRIM
10
A105
WALL ANGLE &
SCREWS
LINEAR PLANK
9
SECTION DETAIL - AT WOOD CEILING
3" = 1'-0"
A105
SECTION DETAIL - AT WOOD CEILING
3" = 1'-0"
PROVIDE BLOCKING
PER MANUFACTURER'S
REQUEST
11'-0"
NEW CLG
1/4" MIN
PAINTED METAL TRANSITION
TRIM. BASIS OF DESING:
ARMSTRONG AXIOM
10'-0"
NEW CLG
10'-10"+/- A.F.F.
VARIES
3/4" REVEAL, TYP.
PROVIDE 3-5/8" METAL
STUD DIAGONAL
BRACING @ 4'-0" O.C.,
SECURE TO
STRUCTURE ABOVE.
SEE PLAN TO FOR
PARTITION TYPE.
ASSEMBLY EXTENDS
FROM TOP OF FLOOR
SLAB TO UNDERSIDE
OF DECK ABOVE.
BRACE AS REQUIRED
TO SECURE TO
STRUCTURE ABOVE
5/8" PAINTED GWB
3/4" REVEAL, TYP.
LINEAR PLANK
SECTION DETAIL - AT ACOUSTIC CEILING TILE
3" = 1'-0"
UNDERSIDE OF
STRUCTURE
ABOVE;V.I.F.
LIGHT GAUGE
METAL FRAMING
16" O.C. BRACE TO
STRUCTURE
ABOVE
3 3/4"
LINEAR FLEECE @ ALL
REVEALS
3/4"
4"
3 3/4"
10'-0" A.F.F.
SUSPENDED ACOUSTICAL
CEILING TILE SYSTEM. SEE RCP.
ALUM. TRIM AT
CEILING EDGE
2 1/2" 3"
2 3/4"
1'-0"
5/8" TYPE "X" GYPSUM BOARD
OVER 3-5/8" METAL STUDS.
PAINT AS INDICATED ON RCP.
PROJECTION SCREEN, BEYOND
GALLAGHER
CENTER
STUDENT
CENTER
RENOVATION
9'-11" +/TOP OF FRAME
9'-11" +/TOP OF FRAME
ACOUSTIC CEILING
1'-0"
VARIES
11
LINEAR FLEECE @ ALL
REVEALS
ACOUSTICAL CLG SYSTEM
ACOUSTICAL CLG SYSTEM
POWERED ROLLER SHADE CLOTH
POWERED ROLLER SHADE CLOTH
5"X5" 2-SIDED PT ALUM PERMITER POCKET AND
SUPPORT SYSTEM. BOD IS AXIOM AXP255, WITH 3"
CLOSURE CLIP PAINTED TO MATCH ADJACENT
CEILING.
5"X5" 2-SIDED PT ALUM PERMITER
POCKET AND SUPPORT SYSTEM.
BOD IS AXIOM AXP255, WITH 3"
CLOSURE CLIP PAINTED TO
5/8"
GYPADJACENT
BD
MATCH
CEILING
5/8" GYP BD
DRYWALL CORNER BEAD AND SEALANT
DRYWALL CORNER BEAD AND SEALANT
3-5/8" MTL STUD
3-5/8" MTL STUD
EXISTING EXTERIOR WALL
XAVIER UNIVERSITY
3800 VICTORY PKWY
CINCINNATI, OH
45207
TRIM TOP PLANK AS REQUIRED TO FIT.
EXISTING EXTERIOR WALL
LINEAR PLANK SYSTEM AND
ACOUTICAL FELT BEYOND - PLANKS
RUNNING PERPENDICULAR TO FLOOR.
WALL IS TO BE COMPOSED OF FULL
WIDTH PLANKS WITH STAGGERED
JOINTS USING THE LONGEST LENGTHS
POSSIBLE.
ISSUANCES
No.
Description
Date
1
ISSUED FOR BID/ PERMIT
3/21/2016
LINEAR PLAN SYSTEM AND ACOUTICAL
FELT - PLANKS RUNNING PARALLEL TO
FLOOR
8
A105
7
SECTION - SOFFIT AT FEATURE WALL
1 1/2" = 1'-0"
A105
6
SECTION DETAIL - WOOD WALL TOP
1 1/2" = 1'-0"
A105
5
SECTION DETAIL - MAIN CLG WINDOW SHADE DETAIL
1 1/2" = 1'-0"
A105
SECTION DETAIL - HIGH CLG WINDOW SHADE DETAIL
1 1/2" = 1'-0"
LED COVE LIGHT FIXTURE. SEE
ELECTRICAL DRAWINGS
SEE PLAN FOR
PARTITION TYPE
LINEAR CARRIER AND
RIDGID CLIP
ATTACHMENT SYSTEM
PROVIDE BLOCKING IN WALL AS
REQUIRED BY MANUFACTURER,
TYPICAL
SEE PLAN FOR
PARTITION TYP
4" +/-
Checked By
2"
1' - 4 1/2"
1/4" GAP
SUSPENDED ACOUSTICAL
CEILING REFL. CEILING PLANS
3/4"
A105
3
A105
SECTION - RECESSED CEILING PROJECTION SCREEN
1 1/2" = 1'-0"
LINEAR PLAN SYSTEM AND
ACOUTICAL FELT - PLANKS RUNNING
PARALLEL TO FLOOR
LINEAR FLEECE
AT ALL REVEALS
BLOCKING AT CLIPS
WALL ANGLE &
SCREWS
SEE PLAN FOR WALL TYPE
LINEAR PLANK SYSTEM AND ACOUTICAL
FELT - PLANKS RUNNING
PERPENDICULAR TO FLOOR. WALL IS TO
BE COMPOSED OF FULL WIDTH PLANKS
WITH STAGGERED JOINTS USING THE
LONGEST LENGTHS POSSIBLE.
FRONT OF PROJECTOR SCREEN
SECTION - TYPICAL CEILING TRANSITION
1 1/2" = 1'-0"
Client
Number
81
2" WOOD FACIA BY CEILING
MANUFACTURER, SET BEHIND
MAIN PLANK
3 3/4"
PAINT EXPOSED
HOUSING TO MATCH CEILING
4
-
2
A105
PLAN DETAIL - WOOD WALL
3" = 1'-0"
1
A105
SECTION DETAIL - TYICAL WOOD WALL
3" = 1'-0"
M. J.
BATTOCLETTE
07009
TE
Project
Number
5264
I
R E D A RC
H
M. J. BATTOCLETTE
LICENSE #07009
EXPIRATION DATE 12/31/2017
ARCHITECTURAL
DETAILS
A105
3/21/2016 7:50:10 PM
VIBRATION ISOLATION
HANGERS - (4) REQUIRED ONE AT EACH CORNER
3/4" NON-COMM PLYWOOD
SEE A/V CONTRACTOR FOR
SIZE
KPN
E O F OH
EC T
LINEAR CARRIER, TYP
AT
IT
ELECTRICALLY OPERATED
PROJECTOR SCREEN
Drawn By
ST
VIBRATION ISOLATION
HANGERS AS REQ'D CONTINUOUS FULL LENGTH
OF PROJECTOR CASE PLUS
TWO FEET
3"
REFER TO REFLECTED
CEILING PLAN
SEE CLG PLAN
FINISHED FLOOR
RIDGID ATTACHMENT
CLIP
IS
ACOUSTICAL CEILING GRID
SYSTEM
LINEAR PLANK
1/4" GAP
R EG
AXIOM PERIMETER TRANSITION
TRIM SYSTEM, REFER TO
REFLECTED CEILING PLAN.
MECHANICALLY FASTEN TRIM TO
CEILING GRID SYSTEM
PROVIDE 18 GA. METAL
STUD FRAMING
ANCHORED TO
UNDERSIDE OF
STRUCTURE ABOVE 16" C/C FULL LENGTH OF
PROJECTOR CASE PLUS
TWO FEET
2 1/2"
O
ACOUSTICAL CEILING GRID
SYSTEM
45 DEGREE METAL STUD
BRACING AT 16" C/C SECURE TO UNDERSIDE
OF EXIST. STRUCTURE
ABOVE.
45 DEGREE METAL STUD
BRACING AT 16" C/C SECURE TO UNDERSIDE
OF EXIST. STRUCTURE
ABOVE.
5 3/4"
HANGER WIRE AS SPECIFIED FOR
SUSPENDED CEILING GRID
SYSTEM; SECURE TO
STRUCTURE ABOVE
2" TYP
WALL MOUNTED POWERED SHADE BRACKETS AND
ANGLES ATTACHED TO CURTAIN WALL PER
MANUFACTURERE'S INSTALLATION REQUIREMENTS.
STANDARD SQUARE FASCIA PAINTED TO MATCH CURTAIN
WALL. SINGLE SHADE - SEE FINISH NOTES.
720 E Pete Rose Way #140
Cincinnati, OH 45202
T 513.241.4474 F 513.241.0081
4'-5"
6'-6"
4'-5"
V.I.F.
V.I.F.
V.I.F.
V.I.F.
V.I.F.
8"
12'-4"
thinkchamplin.com
SHADECLOTH IS CENTERED ON MULLIONS
15'-4"
V.I.F.
2
A106
ELEVATION - THIRD FLOOR LOUNGE
3/8" = 1'-0"
GALLAGHER
CENTER
STUDENT
CENTER
RENOVATION
STUDENT
LOUNGE
308
XAVIER UNIVERSITY
3800 VICTORY PKWY
CINCINNATI, OH
45207
ISSUANCES
m
Si
2
No.
Description
Date
1
ISSUED FOR BID/ PERMIT
3/21/2016
A106
A106
m
Si
2
A106
im
2 S
Checked By
EC T
IT
TE
Project
Number
5264
I
07009
IS
Client
Number
81
E O F OH
M. J.
BATTOCLETTE
R EG
-
AT
O
KPN
ST
Drawn By
R E D A RC
H
M. J. BATTOCLETTE
LICENSE #07009
EXPIRATION DATE 12/31/2017
1
A106
PARTIAL FLOOR PLAN - LEVEL 3
3/8" = 1'-0"
A106
3/21/2016 7:50:18 PM
THIRD FLOOR SHADE
DETAILS
DOOR SCHEDULE
ROOM
TO ROOM NAME
DOOR
NUMBER
DOOR
HEIGHT MATERIAL
WIDTH
TYPE
FRAME
TYPE MATERIAL
THK.
DETAIL
HEAD
JAMB
110
STUDENT LOUNGE
6' - 0"
7' - 0"
WD
FP
0' - 2"
2
HM
*
*
110A
110B
110C
ST1-Ca
ST1-Cb
STOR
STOR
STOR
STAIR C
STAIR C
6' - 0"
6' - 0"
4' - 0"
3' - 0"
3' - 0"
7' - 0"
7' - 0"
7' - 0"
7' - 0"
7' - 0"
WD
WD
WD
EXST
EXST
F
F
F
EXST
EXST
0' - 2"
0' - 2"
0' - 2"
0' - 2"
0' - 2"
1
1
1
EXST
EXST
HM
HM
HM
HM
HM
1
1
1
2
2
2
FIRE
RATING
HARDWARE
3/4-HR
3
1-HR
1-HR
2
2
1
4
5
COMMENTS
*SEE DETAILS; PAINT FRAME TO MATCH WD TRIM; DOOR IS COMPONENT OF
ATRIUM LIFE SAFETY CLOSURE SYSTEM; PROVIDE ASTRGAL
DOOR PROTECTION PANEL
DOOR PROTECTION PANEL
DOOR PROTECTION PANEL
MODIFY EXISTING RATED HARDWARE
MODIFY EXISTING HARDWARE
BORROWED LITES
110C - HM / FRAME TYPE 3/ FIRE RATING = 3/4-HOUR / SEE BORROWED LITE DETAILS THIS SHEET.
REMARK: PROVIDE RATED HM FRAME. GLASS FIRE PROTECTION PROVIDED BY DELUGE SPRINKLERS - SEE FIRE PROTECTION
DRAWINGS. PROVIDE GLASS STOPS AND GASKETS TO MEET CODE LOAD AND RATING REQUIREMENTS.
720 E Pete Rose Way #140
Cincinnati, OH 45202
T 513.241.4474 F 513.241.0081
HARDWARE SETS
thinkchamplin.com
GENERAL NOTES
SEE FINISH AND MATERIAL SCHEDULE.
HARDWARE FINISH TO MATCH EXISTING BOOKSTORE HARDWARE FINISH.
MATCH EXISTING BUILDING DOOR HARDWARE TYPES AND MANUFACTURERS FOR LIKE
APPLICATIONS.
TRANSOM GLASS
HARDWARE SET 1 (INTERIOR STORAGE)
3 HEAVY DUTY HINGES
1 STOREROOM LOCKSET (SCHLAGE: D 80 PD)
1 WALL STOP
1 CYLINDER
RIGID VINYL WALL PROTECTION, BOTH SIDES DOOR (SEE MATERIAL AND FINISH SCHEDULE)
RIGID VINYL DOOR EDGE PROTECTION (SEE MATERIAL AND FINISH SCHEDULE)
MATCH EXISTING BOOKSTORE PATTERN. PROVIDE SAMPLE TO OWNER FOR APPROVAL.
HARDWARE SET 2 (INTERIOR PAIR, STEERAGE WITH ONE INACTIVE LEAF)
3 HEAVY DUTY HINGES
1 STOREROOM LOCKSET (SCHLAGE: D 80 PD)
2 FLUSH BOLTS
1 DUSTPROOF STRIKE
2 OVERHEAD STOPS
1 CYLINDER
RIGID VINYL WALL PROTECTION, BOTH SIDES DOOR (SEE MATERIAL AND FINISH SCHEDULE)
RIGID VINYL DOOR EDGE PROTECTION (SEE MATERIAL AND FINISH SCHEDULE)
HARDWARE SET 3 (INTERIOR PAIR – ENTRY, RATED)
3 EXTRA HEAVY DUTY HINGES
1 SET AUTO FLUSH BOLTS
1 EA DUSTPROOF STRIKE
2 EA CLOSERS
1 COORDINATOR WITH FILLER AND BRACKETS
1 SET SMOKE GASKETS/ SEALS
1 ASTRAGAL
1 CLASSROOM LOCKSET (SCHLAGE: D70 PD)
1 CYLINDER
1 ELCTRIFIED WALL MAGNETIC HOLD OPENS - SEE ELECTRICAL SPECIFICATIONS
POWER -- SEE ELECTRICAL DRAWINGS
NOTE: MATCH EXISTING BOOKSTORE HARDWARE. DOORS TO RELEASE WITH ACTIVATION OF FIRE
ALARM, SMOKE EVAC SYSTEM OR SMOKE DETECTORS.
HARDWARE SET 4 (EXISTING INTERIOR STAIR)
REMOVE ALARM / SOUNDER.
NOTE: PROVIDE FREE ACCESS IN AND OUT OF DOOR.
HARDWARE SET 5 (EXISTING EXTERIOR STAIR)
REPLACE EXTERIOR GASKETS.
CARD READER - MATCH EXISTING BUILDING SYSTEM. MOUNT TO BE ADA COMPLIANT.
POWER SUPPLY - SEE ELECTRICAL DRAWINGS.
NOTE: MODIFY EXISTING DOOR TO PROVIDE ACCESS CONTROL FOR STUDENT/ STAFF ONLY ENTRY
FROM THE EXTERIOR INTO THE STAIR. COORDINATE WITH ELECTRICAL DRAWINGS AND OWNER.
DOOR MUST ALWAYS ALLOW FREE OUT.
3 1/4"
GL-3
3'-7"
* - MATCH EXISTING
VARIES
SEE DOOR SCHEDULE
GLASS AREA APPROX
= 580 SI
3'-0"
*
GLASS AREA APPROX
= 380 SI
GL-2:
TEMPERED
GLASS
*
*
*
*
*
GLASS AREA APPROX
= 3,270 SI
DR PROTECTION
AS SCHEDULED
-
C
A111
3 1/4"
8"
FRAME TYPE-2
WITH TRANSOM MATCH EXISING BOOKSTORE
FRAME. COORDINATE WITH WOOD TRIM
REQUIREMENTS.
FRAME TYPE-3
WITH TRANSOM MATCH EXISING BOOKSTORE
FRAME. COORDINATE WITH WOOD TRIM
REQUIREMENTS.
WOOD TRIM
APPLIED TO
SURFACE.
PROFILE TO
MATCH EXST
BOOKSTORE
DOORS.
XAVIER UNIVERSITY
3800 VICTORY PKWY
CINCINNATI, OH
45207
*
*
7'-0"
8'-8"
GL-2
GLASS AREA APPROX
= 2,130SI
FRAME TYPE-1
GALLAGHER
CENTER
STUDENT
CENTER
RENOVATION
2"
GL-3: LAMINATE W
PATTERN
7'-0"
MATCH EXISTING
8'-8"
7'-0"
7'-0"
2'-4"
SEE DOOR SCHEDULE
3 1/4"
= 975 SI
2"
MATCH EXISTING
3 1/4"
GL-3: LAMINATE W
PATTERN
GLASS AREA APPROX
1'-1 1/2"
2"
MATCH EXST
6'-0"
1'-1 1/2"
2"
3 1/4"
2"
VARIES
2" SEE DOOR SCHEDULE 2"
MATCH EXST
3 1/4"
6'-6 1/4"
DOOR TYPE-F
DOOR TYPE-FT
INTERIOR FLUSH
DOOR
SOLID CORE FLUSH DOOR
MATCH BOOKSTORE
ISSUANCES
No.
Description
Date
1
ISSUED FOR BID/ PERMIT
3/21/2016
DOOR AND FRAME TYPES
1/2" = 1'-0"
CRIPPLE STUD AT
CONTROL JOINT
LOCATIONS. REFER TO
SPECIFICATIONS.
COORDINATE STUD SIZE
WITH SPECS AND
PARTITION SCHEDULE
SECURE JAMB STUDS TO
STUDS STRUCTURE
ABOVE
SEE WALL TYPES
FLAT STRAP
2"
2"
SCHEDULED GLASS
7
A111
BORROWED LIGHT SILL @ FLOOR
3" = 1'-0"
4
A111
BORROWED LIGHT JAMB
3" = 1'-0"
6
A111
BORROWED LIGHT HEAD
3" = 1'-0"
2
A111
DOOR JAMB DETAIL - #2
3" = 1'-0"
Client
Number
81
JAMB ANCHER
(S)
1/2"
1
A111
07009
TE
Project
Number
5264
R E D A RC
M. J. BATTOCLETTE
LICENSE #07009
EXPIRATION DATE 12/31/2017
FLOOR
ANCHOR
1 5/8"
DOOR HEAD DETAIL - #1
3" = 1'-0"
B
A111
DOOR TYPICAL CONTROL JOINT DETAIL
1/2" = 1'-0"
H
DOOR SCHEDULE AND
DETAILS
HOLLOW METAL FRAME CAULK FRAME
PERIMETER BOTH SIDES
2"
M. J.
BATTOCLETTE
EC T
-
DOOR AS
SCHEDULED
HOLLOW METAL FRAME CAULK FRAME
PERIMETER BOTH SIDES.
ANCHORS AS SPECIFIED.
SCHEDULED GLASS
FRAME AS
SCHEDULED
METAL STUD CONTINUOUS
TO TOP RUNNER
METAL STUD TO HEADER
5/8"
METAL STUD HEADER
TYPICAL CEILING
HEIGHT AS INDICATED
ON CEILNG PLAN
I
A
A111
DOOR TYPICAL TYPICAL DETAIL
1/2" = 1'-0"
A111
3/21/2016 7:50:27 PM
SEE WALL
TYPES
2"
1 5/8"
1/2"
5/8"
2"
HOLLOW METAL FRAME
2"
FINISHED FLOOR
1/2"
1/2"
HOLLOW METAL FRAME
5/8"
CONCEALED
FASTENERS
2"
SCHEDULED GLASS
2"
SEE WALL TYPE
1/2"
2"
GYPSUM BOARD ASSEMBLIES
Checked By
IS
GYPSUM BOARD ASSEMBLIES
CONTROL JOINT.
PROVIDE CONTROL
JOINTS SPACED 30'-0"
O.C. MAXIMUM AT
CLOSEST DOOR JAMB
LOCATION WITHIN
MAXIMUM ALLOWED
SPACING.
R EG
HOLLOW METAL FRAME
5/8" GYPSUM
WALLBOARD (TYPE "X"
WHERE SCHEDULED) ON
METAL STUDS.
CONTINUE STUDS, GWB,
AND SOUND
ATTENUATION BATTS
(WHERE SCHEDULED) TO
DECK U.N.O.
E O F OH
IT
2"
1/2"
5/8"
KPN
AT
O
LINE INDICATION OF
FINISHED CEILING
5/8" GYPSUM
WALLBOARD (TYPE "X"
WHERE SCHEDULED)
ON METAL STUDS.
Drawn By
RUNNERS FASTENED
W/ SCREWS TO JAMB
STRUT STUDS
ST
SEE WALL TYPE
TEXTILE COMPOSITE FLOORING
MANUF.:
KINETEX
STYLE:
UMBRA (1819)
COLOR:
1766 ECLIPSED
SIZE:
18" X 36"
BACKING:
POLYESTER FELT CUSHION
INSTALLATION:ASHLAR - DIRECTION FROM ENTRANCE TO SOUTH WINDOW
REP:
ERIN RINK: erin.rink@jjflooringgroup.com
TEXTILE COMPOSITE FLOORING
MANUF.
KINETEX
STYLE:
PROPEL ( 1817)
COLOR:
1708 OUTPACE
SIZE:
18" X 36"
BACKING:
POLYESTER FELT CUSHION
INSTALLATION:ASHLAR - DIRECTION FOLLOWING STRIPE DIRECTION
REP:
ERIN RINK: erin.rink@jjflooringgroup.com
P-2
WOOD BASE
DETAIL.:
FINISH:
SIZE:
I101
"
-0
WALL PAINT
MANUF.:
COLOR:
FINISH:
TC-2
WC-1
SEE SHEET A104
TO MATCH VP-1 - SUBMIT SAMPLE FOR APPROVAL
8" HT x 3/4" - SEE DETAIL 1/A104
AX-1
TC-1
WALL PAINT
TO MATCH EXISTING ATRIUM VINYL WALLCOVERING
-
C-1
ENTRANCE
ALCOVE
NOTES 10, 11
STUDENT
LOUNGE
110
TC-2
Align
TC-2
TC-1
TC-1
TC-1
STOR
3' 0"
WOOD PLANK CEILING
MANUF.:
ARMSTRONG
STYLE:
WOODWORKS PLANK
SIZE:
4" PLANK - NATURAL VARIATIONS
COLOR:
DARK CHERRY (W1)
REP:
MONTY GILLESPIE: VLGillespie@armstrongceilings.com
3'
5'-3 3/4"
METAL CEILING FACIA TRIM
MANUF.:
ARMSTRONG
STYLE:
AXION
SIZE:
4" HEIGHT
COLOR:WHITE/ GREY MATCH CEILING COLOR
TC-1
110C
"
-0
EXISTING
ELEVATOR
TC-2
TC-1
Align
STAIR C
1-C
STOR
1'-10"
STOR
110B
FINISH SCHEDULE
"
3'-0
0"
3'-
TC-2
FLOOR
BASE
NORTH
WALL
TC-1,TC-2,
VP-1,VP-2
WB-1
WB-2
P-1
EAST
WALL
SOUTH
WALL
WEST
WALL
P-1
P-1/GL-1
P-1/WW-1
CEILING
ACT-1, ACT-2,
WC-1
EXISTING
SHAFT
NOTES
3'-10 1/4"
TC-2
TC-1
TC-1
110A
TC-2
19'-7 7/8"
GALLAGHER
CENTER
STUDENT
CENTER
RENOVATION
NOTES
5,6,7,14,15,16,18,19
110A STORAGE
TC-1
B-1
P-1,WP-1 P-1,WP-1 P-1,WP-1 P-1,WP-1
ACT-1
NOTE 8
110B STORAGE
TC-1
B-1
P-1,WP-1 P-1,WP-1 P-1,WP-1 P-1,WP-1
ACT-1
NOTE 8
111 STORAGE
TC-1
B-1
P-1,WP-1 P-1,WP-1 P-1,WP-1 P-1,WP-1
ACT-1
NOTE 8
C-1
B-2
-
P-2
1-C STAIR C
-
-
-
EXISTING BOOKSTORE
-
-
-
110 (ENTRANCE ALCOVE)
-
Align
0"
3'-
FINISH LISTING
1/8" = 1'-0"
110 STUDENT CENTER
NOTE 12
VP-2
0"
3'-
SHERWIN WILLIAMS
SW7043 WORLDLY GRAY
EGGSHELL
ACT-2 ACOUSTICAL CEILING TILE
MANUF.:
ARMSTRONG
STYLE:
ULTIMA 1942 BEVELED TEGULAR EDGE
SIZE:
24" X 24" IN 9/16" PRELUDE SUPRAFINE GRID
COLOR:
WHITE TILES IN WHITE GRID AND TRIM
SEE SHEET A104
TO MATCH VP-1 - SUBMIT SAMPLE FOR APPROVAL
4" HT x 3/4" - SEE DETAIL 2/A104
ROOM
TC-1
TC-2
VP-1
SCH-1 VERTICAL METAL TRIM
MANUF.:
SCHLUTER
FINISH:
NATURAL ANODIZED ALUM.
SIZE:
SEE DRAWINGS
2
3'
Align
TC-1
0"
3'-
WB-2
WOOD BASE
DETAIL.:
FINISH:
SIZE:
DOOR PROTECTION SHEET
MANUF.:
INPRO
COLOR:
0545 CROWN CHERRY
SUBMIT SAMPLE FOR FINAL APPROVAL
SIZE:
4'-0" HT - SET ON TOP OF BASED
THICKNESS:
.060
INSTALLATION:SEE DRAWINGS
REP:
CHRIS WALSH: cwalsh@inprocorp.com
ACT-1 ACOUSTICAL CEILING TILE
MANUF.:
ARMSTRONG
STYLE:
CALLA SQUARE TEGULAR
SIZE:
24" X 24" IN 9/16" PRELUDE SYPRAFINE GRID
COLOR:
STONE
*SEE NOTES 14, 15
WOOD BASE STAIN
TO MATCH EXISTING WOOD BASE IN
ATRIUM CORRIDOR
WB-1
thinkchamplin.com
0"
3'-
P-1
4" RUBBER BASE
MANUF.:
JOHNSONITE
COLOR:
#48 GRAY
SIZE:
4" COVED BASE
REP:
ROD SEABOLT: rseabolt@CDCDIST.com
B-2
6'-3 3/4"
3'-1 1/2"
TC-1
VINYL PLANK RESILIENT FLOORING
MANUF.:
CENTIVA
STYLE:
CONTOUR
COLOR:
CP-3201-C-TK GRAPPA NOCE
SIZE:
4" X 36"
SURF. TEXT.: (NG) NATURAL GRAIN
EDGE:
SQUARE EDGE (SE)
REP:
MARY SIEWE: msiewe@tandus-centiva.com
B-1
1'-10 3/4"
720 E Pete Rose Way #140
Cincinnati, OH 45202
T 513.241.4474 F 513.241.0081
3'-0
"
WP-2
VINYL PLANK RESILIENT FLOORING
MANUF.:
CENTIVA
STYLE:
EVENT
COLOR:
WP-3315-E TG MAHOGONY SUBMIT SAMPLE FOR FINAL APPROVAL
SIZE:
4" X 36"
SURF. TEXT.: (TG) STANDARD (SE) SQ. EDGE
REP:
MARY SIEWE: msiewe@tandus-centiva.com
VP-2
.060 WALL PROTECTION SHEET
MANUF.:
INPRO
COLOR:
TAUPE 0113
SIZE:
4'-0" HT - SET ON TOP OF 4" BASE
INSTALLATION: SEE DRAWINGS
REP:
CHRIS WALSH: cwalsh@inprocorp.com
TC-1
CARPET
TO MATCH EXISTING CARPET IN ATRIUM CORRIDOR
XAVIER STOCK NOTED TO BE AVAILABLE
SEE XAVIER FACILITIES
VP-1
WP-1
7"
C-1
BACK PAINTED GLASS COLUMN PANELS
MANUF.:
SEE SPECIFICATIONS
COLOR:
SHERWIN WILLIAMS SW6537 LUXE BLUE
SIZE:
1/4" TEMPERED
INSTALLATION:SEE DRAWINGS & SPECIFICATIONS
4'-4 3/8"
TC-2
GL-1
1'-3"
TC-1
P-2
P-2
NOTE 11
NOTES 10, 11, 12
-
-
-
-
NO FINISH WORK
-
-
-
-
NOTE 13
NOTE:
EXTENT OF BOOKSTORE FINISH WORK IS TO
BE DETERMINED BY FOLLETT CORPORATE.
FINISH NOTES
WORK WILL BE DONE BY TENANT, WITH THE
EXCEPTION OF ALTERNATE #A01 DEMOLITION IF IT IS ACCEPTED.
1. ALL FINISHES TO BE INSTALLED PER MANUFACTURER'S DIRECTIONS.
2. ALL ACCESS PANEL DOORS, GRILLES, ETC. TO BE PAINTED TO MATCH
WALL COLOR.
XAVIER UNIVERSITY
3800 VICTORY PKWY
CINCINNATI, OH
45207
ISSUANCES
No.
Description
Date
1
ISSUED FOR BID/ PERMIT
3/21/2016
3. ALL HOLLOW METAL DOOR FRAMES TO BE PAINTED TO MATCH WALL COLOR.
SEE SPECIFICATIONS FOR PAINT FINISH.
4. REFER TO SPECIFICATIONS SECTION 09260 FOR DRYWALL LEVEL INFORMATION.
5. PROVIDE DETAILED SEAM LAYOUT SHOP DRAWINGS FOR ALL FLOORING PATTERNS.
6. STANDARD WALL COLOR THROUGHOUT TO BE CODE "P-1", UNLESS NOTED
OTHERWISE.
7. SEE ELEVATIONS SHEET FOR EAST STAGE WALL DETAILS.
8. STANDARD HT. FOR WALL PROTECTION IN ALL STORAGE ROOMS TO 4'-4" - 4'-0" WP-1
WALL PROTECTION SHEET ABOVE THE 4" RESILIENT BASE.
9. NOTIFY ARCHITECT OF ANY DISCREPANCIES BETWEEN DRAWINGS AND FIELD
CONDITIONS.
10. CARPET IN NEW ALCOVE TO MATCH BOOKSTORE ALCOVE CARPET AND TO BE PULLED
FROM EXISTING CAMPUS STOCK.
11. DRYWALL CEILING IN NEW ALCOVE TO BE PAINTED TO MATCH CEILING IN BOOKSTORE ALCOVE.
12. REMOVE EXISTING VINYL WALLCOVERING FROM SIDE WALL TO NEW ENTRANCE.
PAINT TO MATCH VWC.
18. PROVIDE SCHLUTER SCHIENE ALUMINUM FINISH TRANSITION STRIPES BETWEEN TC-1/TC-2 TEXITLE COMPOSITE
FLOORING TILES AND VP-1/VP-2 VINYL PLANK FLOORING.
19. WB-2 BASE TO BE PROVIDED AT THE 4 CENTRAL COLUMNS WITH BACK-PAINTED GLASS CLADDING ONLY. SEE DETAIL
2/A103.
ST
Checked By
Client
Number
81
Project
Number
5264
I
M. J.
BATTOCLETTE
07009
TE
IT
CM
E O F OH
R E D A RC
H
M. J. BATTOCLETTE
LICENSE #07009
EXPIRATION DATE 12/31/2017
INTERIOR FINISH
SCHEDULE AND
DETAILS
I101
3/21/2016 7:51:18 PM
17. ALL FINISHES ARE PENDING PER FINAL APPROVAL OF SUBMITTED SAMPLES.
CM
IS
16. BASIS OF DESIGN FOR SHADES ARE MECHOSHADE SATIN WEAVE 1-2% OPEN, DIAMONWEAVE, SERIES 3000, 3200, 3300 THERMOVEIL. THIS APPLIES ALSO TO THE THIRD FLOOR LOUNGE WINDOWS DETAILED ON SHEET A1.08.
I101
LEVEL 1 - Floor Finish Plan
3/16" = 1'-0"
R EG
15. BEFORE CEILING INSTALLATION, A TECHNICAL REVIEW BETWEEN THE CONTRACTOR AND THE MANUFACTURER
IS REQUIRED.
1
AT
O
14. ALL CEILINGS NOTED ACT-1 ARE ARMSTRONG TILE COLOR STONE. PRELUDE GRID AND AXIOM TRIM
FOR THESE CEILINGS ARE TO MATCH THE TILE COLOR STONE.
Drawn By
EC T
13. BOOKSTORE FINISH REPLACEMENT / PATCHING TO BE DETERMINED BY FOLLETT CORPORATE.
LOUNGE AND EAST STAGE
720 E Pete Rose Way #140
Cincinnati, OH 45202
T 513.241.4474 F 513.241.0081
thinkchamplin.com
STUDENT LOUNGE
GALLAGHER
CENTER
STUDENT
CENTER
RENOVATION
FOR REFERENCE ONLY - FURNITURE PLAN LAYOUT
XAVIER UNIVERSITY
3800 VICTORY PKWY
CINCINNATI, OH
45207
ISSUANCES
No.
Description
Date
1
ISSUED FOR BID/ PERMIT
3/21/2016
Drawn By
ST
Checked By
EC T
IT
TE
R E D A RC
H
M. J. BATTOCLETTE
LICENSE #07009
EXPIRATION DATE 12/31/2017
FOR REFERENCE STUDENT LOUNGE
FURNITURE LAYOUT
I102
3/21/2016 7:51:26 PM
Project
Number
5264
07009
IS
Client
Number
81
I
M. J.
BATTOCLETTE
R EG
-
E O F OH
O
CM
AT
KEYED NOTES
F01
F03
EXISTING TO REMAIN.
EXISTING TO BE REMOVED AND RELOCATED FOR NEW CEILING.
720 E Pete Rose Way #140
Cincinnati, OH 45202
T 513.241.4474 F 513.241.0081
thinkchamplin.com
MECHANICAL/ELECTRICAL ENGINEERS
WWW.KLHENGRS.COM
1538 ALEXANDRIA PIKE, SUITE
11 FT. THOMAS, KENTUCKY
41075 800-354-9783
859-442-8050
859-442-8058 FAX
LEXINGTON, KENTUCKY
COLUMBUS, OHIO
NEW YORK, NEW YORK
A
F03
D
D
D
D
D
EX. 2-1/2"
4
D
F03
D
D
D
D
D
B
X
EXISTING FCA
X
X
X
GALLAGHER
CENTER
STUDENT
CENTER
RENOVATION
X
X
X
F01
X
X
X
X
X
X
C
XAVIER UNIVERSITY
3800 VICTORY PKWY
CINCINNATI, OH
45207
? A.F.F.
F01
F01
X
X
X
X
X
ISSUANCES
X
No.
Description
Date
1
ISSUED FOR BID / PERMIT
03/21/2016
D
1
2
3
5
6
7
Drawn By
KEC
Checked By
GRS
Client
Number
81
Project
Number
FIRE PROTECTION DEMOLITION - FIRST
FLOOR
1
FD101
FD DEMOLITION - FIRST FLOOR
1/8" = 1'-0"
FD101
3/18/2016 3:13:44 PM
17917
KEYED NOTES
F01
F02
F04
EXISTING TO REMAIN.
RECONNNECT AND RESUPPLY.
PROVIDE WATER CURTAIN AT GLASS ENTRY.
GENERAL NOTES
A.
COVERS SHALL BE CHROME / ALUMINUM IN THE STUDENT LOUNGE.
COORDINATE WITH ARCHITECT PRIOR TO PURCHASING.
720 E Pete Rose Way #140
Cincinnati, OH 45202
T 513.241.4474 F 513.241.0081
thinkchamplin.com
MECHANICAL/ELECTRICAL ENGINEERS
WWW.KLHENGRS.COM
1538 ALEXANDRIA PIKE, SUITE
11 FT. THOMAS, KENTUCKY
41075 800-354-9783
859-442-8050
859-442-8058 FAX
LEXINGTON, KENTUCKY
COLUMBUS, OHIO
NEW YORK, NEW YORK
A
10' - 0" A.F.F.
11' - 0" A.F.F.
N
N
9' - 4" A.F.F.
N
11' - 0" A.F.F.
N
N
F02
F02
N
N
N
N
N
F04
F02
N
N
9' - 4" A.F.F.
N
N
STUDENT LOUNGE
110
N
4N
9' - 4" A.F.F.
N
N
N
F04
N
N
N
9' - 4" A.F.F.
N
N
N
N
F02
N
N
9' - 4" A.F.F.
N
N
F02
N
N
N
N
9' - 4" A.F.F.
B
F01
N
N
N
X
N
STAIR C
1-C
N
STOR
111
F01
STOR
110A
N
N
N
N
X
X
N
STOR
110B
GALLAGHER
CENTER
STUDENT
CENTER
RENOVATION
X
X
F01
X
X
X
X
X
X
X
X
C
F01
? A.F.F.
X
X
X
F01
XAVIER UNIVERSITY
3800 VICTORY PKWY
CINCINNATI, OH
45207
X
X
ISSUANCES
X
No.
Description
Date
1
ISSUED FOR BID / PERMIT
03/21/2016
D
1
2
3
5
6
7
Drawn By
KEC
Checked By
GRS
Client
Number
81
Project
Number
17917
F-101
FP NEW - FIRST FLOOR
1/8" = 1'-0"
FIRE PROTECTION NEW - FIRST FLOOR
F-101
3/18/2016 3:13:40 PM
1
DEMOLITION / NEW WORK LINETYPE LEGEND
= EXISTING WORK TO BE DEMOLISHED BY CONTRACTOR
= NEW WORK BY CONTRACTOR
= EXISTING WORK TO REMAIN
KEYED NOTES
M02
A
14"x12" SA
10"ø SA
FP-101
14"x12" SA
12"ø SA
FP-101
14"x12" SA
FP-102
20"x15" SA
T
M02
T
REMOVE EXISTING JOHNSON CONTROL THERMOSTAT AND REMOVE WIRE BACK TO
VAV CONTROLLER.
M02
12"x14" SA
10"x12" SA
720 E Pete Rose Way #140
Cincinnati, OH 45202
T 513.241.4474 F 513.241.0081
FP-102
20"x15" SA
thinkchamplin.com
10"ø SA
4
18"x18" SA
MECHANICAL/ELECTRICAL ENGINEERS
WWW.KLHENGRS.COM
12"ø SA
1538 ALEXANDRIA PIKE, SUITE
11 FT. THOMAS, KENTUCKY
41075 800-354-9783
859-442-8050
859-442-8058 FAX
VAV-11
LEXINGTON, KENTUCKY
COLUMBUS, OHIO
NEW YORK, NEW YORK
32"x14" SA
30"x14" SA
28"x18" SA
16"ø SA
16"x12" SA
B
VAV-11
TS
12"x12" SA
36"x14" SA
22"x14" SA
M02
10"ø SA
62"x16" SA
34"x14" SA
18"x14" SA
GALLAGHER
CENTER
STUDENT
CENTER
RENOVATION
12"x12" SA
12"x12" SA
XAVIER UNIVERSITY
3800 VICTORY PKWY
CINCINNATI, OH
45207
VAV-13
30"x10" SA
T
C
ISSUANCES
T
10"x10" SA
No.
Description
Date
1
ISSUED FOR BID / PERMIT
03/21/2016
16"x14" SA
10"ø SA
10"ø SA
FP-104
12"ø SA
20"x15" SA
10"ø SA
FP-103
10"ø SA
10"ø SA
10"ø SA
10"ø SA
20"x15" SA
20"x12" SA
12"ø SA
16"x12" SA
10"x12" SA
10"ø SA
10"ø SA
24"x16" SA
12"x10" SA
Drawn By
CJS
Checked By
KTW
D
Client
Number
81
Project
Number
MECHANICAL DEMOLITION - FIRST
FLOOR
1
1
MD101
HD DEMOLITION - FIRST FLOOR
1/4" = 1'-0"
2
3
5
6
MD101
3/18/2016 3:13:52 PM
17917
DEMOLITION / NEW WORK LINETYPE LEGEND
= EXISTING WORK TO BE DEMOLISHED BY CONTRACTOR
= NEW WORK BY CONTRACTOR
= EXISTING WORK TO REMAIN
4' LD
(1) 2" SLOT
350 CFM
4' LD
(1) 2" SLOT
350 CFM
4' LD
(1) 2" SLOT
280 CFM
4' LD
(1) 2" SLOT
245 CFM
4' LD
(1) 2" SLOT
255 CFM
4' LD
(1) 2" SLOT
255 CFM
4' LD
(1) 2" SLOT
255 CFM
4' LD
(1) 2" SLOT
255 CFM
4' LD
(1) 2" SLOT
255 CFM
M03
KEYED NOTES
FP-102
A
T
FP-101
M03
M04
M04
M04
4' LD
(1) 2" SLOT
350 CFM
M04
M04
10"ø SA
M01
10"ø SA
10"ø SA
14"x12" SA
10"ø SA
10"ø SA
12"x14" SA
M04
FP-101
720 E Pete Rose Way #140
Cincinnati, OH 45202
T 513.241.4474 F 513.241.0081
GENERAL NOTES
A.
FP-102
20"x15" SA
M04
STUDENT LOUNGE
110
10"ø SA
10"ø SA
4' LD
(1) 2" SLOT
220 CFM
CONNECT NEW DUCTWORK TO EXISTING MAIN. CUT & PATCH AS NECESSARY.
INSTALL NEW SIEMENS THERMOSTAT AND INSTALL NEW WIRE BACK TO VAV
CONTROLLER.
RELOCATE EXISTING LINEAR DIFFUSER TO NEW LOCATION SHOWN AND BALANCE
TO CFM INDICATED. PROVIDE NEW FLEX DUCT FROM MAIN TO EXISTING LINEAR
DIFFUSER
10"x12" SA
4' LD
(1) 2" SLOT
220 CFM
10"ø SA
thinkchamplin.com
ALL DIFFUSERS SHALL BE PAINTED MATCH THE CEILING COLORS. COORDINATE
WITH ARCHITECTURAL PLANS.
4' LD
(1) 2" SLOT
210 CFM
12"ø SA
18"x18" SA
MECHANICAL/ELECTRICAL ENGINEERS
10"x10" SA
10"ø SA
4
12"ø SA
4' LD
(1) 2" SLOT
220 CFM
M04
M04
M04
10"ø SA
12"ø SA
M01
14"x12" SA
M04
10"ø SA
10"ø SA
10"ø SA
M01
M01
M03
T
10"ø SA
WWW.KLHENGRS.COM
1538 ALEXANDRIA PIKE, SUITE
11 FT. THOMAS, KENTUCKY
41075 800-354-9783
859-442-8050
859-442-8058 FAX
VAV-12
12"ø SA
4' LD
(1) 2" SLOT
220 CFM
4' LD
(1) 2" SLOT
220 CFM
LEXINGTON, KENTUCKY
COLUMBUS, OHIO
NEW YORK, NEW YORK
M01
M01
32"x14" SA
M01
VAV-11
10"ø SA
M01
12"x12" SA
M04
16"x12" SA
12x12 SR
20 CFM
4' LD
(1) 2" SLOT
220 CFM
STOR
110B
36"x14" SA
6"ø SA
4' LD
(1) 2" SLOT
220 CFM
CD-10"Ø
320 CFM
22"x14" SA
B
STAIR C
1-C
VAV-11
M01
10"ø SA
M01
M01
T
28"x18" SA
M01
M03
M01
10"ø SA
6"ø SA
4' LD
(1) 2" SLOT
350 CFM
10"ø SA
M01
10"ø SA
12x12 SR
20 CFM
6"ø SA
M01
24x24 RR
12x12 SR
20 CFM
M01
EXISTING FD FD
12"ø SA
62"x16" SA
VAV-14
STOR
110A
18"x14" SA
18"x14" SA
M01
CD-10"Ø
320 CFM
34"x14" SA
EXISTING FD FD
GALLAGHER
CENTER
STUDENT
CENTER
RENOVATION
CD-10"Ø
320 CFM
CD-10"Ø
320 CFM
XAVIER UNIVERSITY
3800 VICTORY PKWY
CINCINNATI, OH
45207
CD-10"Ø
320 CFM
MVD
M01
78"x20" RA
M03
ISSUANCES
VAV-14
T
FP-103
T
C
T
No.
Description
Date
1
ISSUED FOR BID / PERMIT
03/21/2016
FP-104
FP-104
FP-103
Drawn By
CJS
Checked By
KTW
Client
Number
81
Project
Number
2
1
M-101
HV NEW - FIRST FLOOR
1/4" = 1'-0"
3
5
6
17917
MECHANICAL
DUCTWORK - NEW FIRST FLOOR
M-101
3/18/2016 3:13:47 PM
1
720 E Pete Rose Way #140
Cincinnati, OH 45202
T 513.241.4474 F 513.241.0081
MECHANICAL/ELECTRICAL ENGINEERS
WWW.KLHENGRS.COM
1538 ALEXANDRIA PIKE, SUITE
11 FT. THOMAS, KENTUCKY
41075 800-354-9783
859-442-8050
859-442-8058 FAX
HVAC VENTILATION SCHEDULE
ROOMNUM
ROOMNAME
SYSTEM
ZONE
AREA
CLNGHT
AIR CHGS
OA CHGS
PEOPLE DES
PEOPLE RED
OA PER
OA SQFT
REQ SUP
ACT SUP
REQ OA
ACT OA
ACT RET
ACT EXH
CRITICAL
PRESSURE
PCT OPERABLE
109
BOOKSTORE
1
1
2121
0
0
0
20
20
7.5
0.06
1645
1680
329
336
1680
0
0.2059
E
0.0000
110
STUDENT CENTER
1
2
1761
0
0
0
20
20
7.5
0.06
1500
1530
300
306
1530
0
0.2091
E
0.0000
110A
STOR
1
2
50
0
0
0
0
0
0
0.12
20
20
4
4
20
0
0.4
E
0.0000
110B
STOR
1
2
66
0
0
0
0
0
0
0.12
20
20
4
4
20
0
0.5
E
0.0000
110C
STUDENT CENTER
1
3
473
0
0
0
10
10
7.5
0.06
1490
1520
298
304
1520
0
0.0848
E
0.0000
110D
STUDENT CENTER
1
4
475
0
0
0
15
15
7.5
0.06
1645
1680
329
336
1680
0
0.1047
E
0.0000
111
STOR
1
2
64
0
0
0
0
0
0
0.12
20
20
4
4
20
0
0.5
E
0.0000
1-C
STAIR C
1
262
0
0
0
0
0
0
0
90
90
18
18
90
0
0
E
0.0000
NATURAL VENTILATION
LEXINGTON, KENTUCKY
COLUMBUS, OHIO
NEW YORK, NEW YORK
HVAC VAV BOX SCHEDULE
SYSTEM
STATUS
SIZE
MAX CFM
VAV-14
NEW
14
1680
VAV-11
EXISTING
14
1590
FP-102
EXISTING
14
1520
FP-101
EXISTING
14
1680
MIN CFM
HMIN CFM
EAT
840
252
55
795
795
55
760
1164
55
840
1180
55
HVAC PROJECT INFO / CODE SCHEDULE
LOCATION
STATE
TSQFT
VENTILATION CODE
BUILDING CODE
MECHANICAL CODE
PLUMBING CODE
FIRE CODE
ELECTRIC CODE
CINCINNATI,OH
OHIO
5272
2009 IMC
IBC 2009
IMC 2009
IPC 2009
IFC 2009
NEC 2011
ENERGY CODE
ASHRAE 90.1
2007
TOA
TEX
1312
0
HVAC ACCESSORIES
ACCESSORIES:
1. MOTOR DAMPER
2. ECONOMIZER
3. ROOF CURB
4. HAIL GUARDS
5. INTAKE HOOD
6. VIBRATION ISOLATION
7. FLAT FILTER
8. FILTER/MIXING BOX
9. ACCESS DOOR
10. FLEX CONNECTIONS
11. MOUNTING COLLAR
12. HOT GAS BYPASS
13. FACE/BYPASS DAMPER
14. CONDENSATE PUMP
15. MOTOR GUARD
16. GREASE TRAP
17. DUCT FLANGES
18. BASE RAIL
19. HUMIDIFIER
20. CO2 SENSORS
21. ECON POWERED EXHAUST
22. ECON BAROMETRIC RELIEF
23. HOT GAS REHEAT COIL
24. SHAFT GROUNDING BRUSHES
GENERAL NOTES:
KEYED NOTES:
TEMP
1.
S.A.
S.A.
2.
AI
3.
AIRFLOW
AO
DAMPER
POSITION
AI
AI
SPACE HUMIDITY
OCC. OVERRIDE
AI
SPACE TEMP.
4.
5.
VAV BOX
SCALE:
NONE
CENTRAL AIR TERMINAL UNITS
PROVIDE SPLITTER DAMPER
(SD) AT ALL MAIN BRANCH
TAKEOFFS
PROVIDE MANUAL VOLUME
DAMPERS AT ALL BRANCH
TAKEOFFS
PROVIDE MINIMUM 3 TIMES
STRAIGHT INLET DIAMETER
TO ALL VAV TERMINAL
DEVICES
DAMPER NOT REQUIRED AT
TERMINAL DEVICE TAKEOFF
ALL MANUAL DAMPERS
SHALL BE LOCATED IN AN
ACCESSIBLE CEILING.
PROVIDE ACCESS PANEL AS
REQUIRED
MVD
2.
3.
4.
MVD
2. ON A CALL FOR HEAT, VAV DAMPER SHALL MODULATE DOWN TO MINIMUM SETPOINT POSITION
(15% adj.). ON A CALL FOR COOLING, CONTROL VALVE SHALL CLOSE AND DAMPER SHALL
MODULATE OPEN TO SATISFY ROOM TEMPERATURE. PROVIDE SUPPLY AIR TEMPERATURE
SENSOR TIED TO BAS.
2.
3.
4.
5.
6.
INSULATED FLEXIBLE INLET DUCT WITH
MAXIMUM LENGTH OF 24" TO HARD DUCT
CONNECTION TO VAV BOX
VAV BOX
DAMPER ACTUATOR - PROVIDE 3 FEET
CLEARANCE. PROVIDE ABOVE ACCESSIBLE
CEILING OR INSTALL ACCESS PANEL.
GALVANIZED THREADED ROD (CONNECT TO
STRUCTURE WITH DOUBLE NUT)
OUTLET DUCT WRAPPED WITH INSULATION
SHEET METAL DUCT INTO VAV BOX, MINIMUM
LENGTH OF 3 TIMES INLET DUCT DIAMETER
A.
AIR
FLOW
5.
6.
SD
7.
GALVANIZED OPERATOR PAD
BRANCH MAIN DUCT
DOUBLE THICKNESS TURNING
VANES (TYPICAL)
3" RADIUS MINIMUM
BRANCH
DUCT TEE
MVD
MAIN BRANCH
1.
GENERAL NOTES:
AIR
FLOW
MVD
MAIN BRANCH
MVD
KEYED NOTES:
GALLAGHER
CENTER
STUDENT
CENTER
RENOVATION
20 GAUGE DOUBLE SHEET METAL
AIR FOIL FULL DEPTH OF MAIN
DUCT UP TO 12" WIDE BRANCHES
18 GAUGE ON WIDER BRANCHES
MAIN DUCT
GALVANIZED 3/16" ROD
VENTLOCK NO. 600-3 DAMPER
BLADE, BRACKET & LOCKING
BRANCH
A. VAV BOXES
1. PROVIDE LOW VOLTAGE DDC CONTROLLER, DIFFERENTIAL PRESSURE TRANSMITTER,
ACTUATOR AND WIRING FOR VAV BOXES. TEMPERATURE CONTROLS CONTRACTOR SHALL
FIELD OR FACTORY MOUNT CONTROLLER AT THEIR EXPENSE. VAV BOX MANUFACTURER
SHALL FURNISH FLOW RING,
ROUND DAMPER SHAFT FOR DIRECT MOUNTING OF
ACTUATOR, AND CONTROL ENCLOSURE. TEMPERATURE CONTROLS CONTRACTOR SHALL
PROVIDE TRANSFORMERS WITH CONNECTION TO LINE VOLTAGE JUNCTION BOX ABOVE
CEILING PROVIDED BY ELECTRICAL CONTRACTOR IN VARIOUS LOCATIONS. PROVIDE ROOM
TEMPERATURE SENSOR(S) WITH ROOM TEMPERATURE SETPOINT ADJUSTMENT CAPABILITY (+/3 DEG. F., ADJUSTABLE THRU BAS) AND OVERRIDE FEATURE (2 HOURS, ADJUSTABLE THRU
BAS).
1.
AIR FLOW
BRANCH
AI
BRANCH
OMIT FLEX DUCT ON DISTRIBUTION
SYSTEMS THAT PENETRATE 1-HR FIRE
BARRIERS. REFER TO ARCHITECTURAL
PLANS FOR LOCATIONS OF FIRE BARRIERS.
AIR
FLOW
BRANCH
AIR
FLOW
MVD
BRANCH
MAIN BRANCH
SD
XAVIER UNIVERSITY
3800 VICTORY PKWY
CINCINNATI, OH
45207
MVD
No.
Description
Date
1
ISSUED FOR BID / PERMIT
03/21/2016
AIR
FLOW
SD
3. CONTROL AND MONITORING POINTS SHALL INCLUDE BUT NOT BE LIMITED TO THE FOLLOWING:
a. DAMPER POSITION (AO)
b. ZONE SPACE TEMPERATURE (AI)
AIR
FLOW
c. ZONE OCCUPANCY TEMPERATURE OVERRIDE (AI)
d. ACTUAL CFM (AI)
233613.00-06
e. DISCHARGE AIR TEMPERATURE (AI)
VAV BOX
233300.00-01
SCALE: NONE
BEAM CLAMP (MAX.
WEIGHT 500 LBS.)
TOP CHORD
OF JOISTS.
DUCT MAIN
DUCT MAIN
AIR
FLOW
MAIN BRANCH
MANUAL DAMPER DETAIL
SCALE: NONE
TOP CHORD OF JOISTS.
2x2x16 GA. ANGLE
1/2" DIA. CONTINUOUS
THREADED ROD.
1/2" CONTINUOUS
THREADED ROD.
METAL JOIST
METAL JOIST
3/8" MACHINE BOLT
12" MIN.
INSULATION
1" X 16 GA. MIN (DUCTS OVER 2 SQ. FT.) MAX. 700
LBS. 1" X 18 GA. MIN (DUCTS UNDER 2 SQ. FT.) MAX.
420 LBS. FOR DUCTS OVER 49" WIDE, TURN METAL
STRAP UNDER BOTTOM OF DUCT AND FASTEN
METAL STRAP
MAIN
SUPPLY
DUCT
3-1/2" MIN.
GENERAL NOTES:
A.
WHERE LINEAR DIFFUSER IS ADJACENT TO
WINDOWS, ADJUST PATTERN CONTROLLER
TO DIRECT AIRFLOW HORIZONTALLY
TOWARDS WINDOWS.
KEYED NOTES:
1.
2.
3.
4.
5.
LOW PRESSURE SUPPLY DUCT
1" WIDE BAND AND CLAMP.
SHEET METAL SCREW
INSULATED FLEX. DUCT
MAX LENGTH 5'-0" ABOVE ACCESSIBLE
CEILINGS ONLY.
PEEL BACK INSULATION AND PROVIDE
STRAPPING AND SHEET METAL SCREWS AT
FLEX CONNECTION TO DUCT. THEN PROVIDE
STRAPPING AROUND INSULATION
233713.00-14
1.
6.
7.
8.
9.
10.
11.
12.
13.
14.
SHEET METAL PLENUM
1/2" ACOUSTICAL LINING
PATTERN CONTROLLER
SCREWS, MIN 6" ON CENTER & SEAL AIRTIGHT,
TYP, BOTH SIDES
VOLUME ADJUSTER
BAND CLAMP
MAXIMUM SAG 1/2" PER FOOT
BETWEEN SUPPORT BRACING
TAKE-OFF SPIN-IN FITTING WITH
ADJUSTABLE MANUAL DAMPER. LOCATE
ABOVE ACCESSIBLE CEILING OR PROVIDE
ACCESS PANEL BELOW DAMPER.
SHEET METAL BRANCH DUCT
MANUAL VOLUME DAMPER
PLENUM/LINEAR DIFFUSER
SCALE: NONE
GENERAL NOTES:
CEILING
DUCTWORK SUPPORT DETAIL
NOT TO SCALE
MAX. SIDE INCHES
THROUGH 12
13 THROUGH 30
31 THROUGH 54
55 THROUGH 84
OVER 84
233113.00-10
RECTANGULAR DUCTS
MIN. GALV. SHT. GAUGE
26 (0.022 IN.)
24 (O.028 IN.)
22 (0.034 IN.)
20 (0.040 IN.)
18 (0.052 IN.)
ALUMINUM MIN. B
& S GAUGE
24 (0.020 IN.)
22 (0.025 IN.)
20 (0.032 IN.)
18 (0.040 IN.)
16 (0.051 IN.)
DUCT SUPPORT DETAIL
SCALE: NONE
NOTE:
DISTANCE BETWEEN
DUCT HANGERS SHALL
BE IN ACCORDANCE
WITH THE RULES OF THE
AGENCIES HAVING
JURISDICTION.
DUCT SIZE
36" DIA. MAX
DIAMETER INCHES
THROUGH 12
13 THROUGH 18
19 THROUGH 28
29 THROUGH 36
37 THROUGH 52
KEYED NOTES:
MAX WEIGHT PER
FOOT = 16 LBS.
1.
ROUND DUCT SUPPORT DETAIL
NOT TO SCALE
SPIRAL SEAM
ROUND DUCTS
DUCT STEEL MIN. LONGITUDINAL SEAM
GALV. SHT.
DUCT STEEL MIN.
GAUGE
GALV. SHT. GAUGE
28 (0.019 IN.)
26 (0.022 IN.)
26 (0.022 IN.)
24 (0.028 IN.)
24 (0.028 IN.)
22 (0.034 IN.)
22 (0.034 IN.)
20 (0.040 IN.)
20 (0.040 IN.)
18 (0.052 IN.)
FITTINGS STEEL MIN.
GALV. SHT. GAUGE
26 (0.022 IN.)
24 (0.028 IN.)
22 (0.034 IN.)
20 (0.040 IN.)
18 (0.052 IN.)
2.
3.
4.
5.
MAXIMUM LENGTH OF INSUL. FLEX DUCT
EQUALS 5 FEET. FLEX NOT PERMITTED IN
INACCESSIBLE CEILINGS
INSULATED DUCT, COLLAR AND DIFFUSER BY
HVAC CONTRACTOR
SCOOP
SPIN IN FITTING WITH MANUAL VOLUME
DAMPER
INTERNAL BUTTERFLY DAMPER FOR
DRYWALL APPLICATIONS ONLY.
(PROVIDE KEY FOR ADJUSTMENT)
6.
7.
8.
9.
233713.00-04
OMIT FLEX DUCT ON DISTRIBUTION
SYSTEMS THAT PENETRATE 1-HR FIRE
BARRIERS. REFER TO ARCHITECTURAL
PLANS FOR LOCATIONS OF FIRE BARRIERS.
SECURE TO CEILING PER MANUFACTURER'S
RECOMMENDATIONS AND PER CEILING FINISH.
PROVIDE GRID CLIPS PER MFG'R REQUIREMENTS.
PROVIDE FRAMING FOR DRYWALL
INSTALLATION.
HANGER, SECURE TO STRUCTURE AND
DUCTWORK
PEEL BACK INSULATION AND PROVIDE STRAPPING
AND SHEET METAL SCREWS AT FLEX CONNECTION TO
DUCT. THEN PROVIDE STRAPPING AROUND
INSULATION.
SUPPORT FLEX TO PREVENT COLLAPSING
DIFFUSER INSTALLATION (TYPICAL)
SCALE: NONE
Drawn By
CJS
Checked By
KTW
Client
Number
81
Project
Number
17917
MECHANICAL DETAILS
M-501
ELECTRIC LEGEND
SYMBOL
DESCRIPTION
LUMINAIRE (SEE LUMINAIRE SCHEDULE)
RECESSED / SURFACE MOUNTED LUMINAIRE
SURFACE OR FLUSH WALL MOUNTED LUMINAIRE
720 E Pete Rose Way #140
Cincinnati, OH 45202
T 513.241.4474 F 513.241.0081
SHADED LUMINAIRES DENOTE THOSE CONNECTED TO EMERGENCY POWER SOURCE
(UNSWITCHED LUMINAIRES ARE EGRESS LIGHTS THAT OPERATE 24/7)
TRACK LIGHTING IN LENGTH SHOWN AND WITH NUMBER OF LUMINAIRE HEADS AS INDICATED
PROVIDE ALL REQUIRED ACCESSORIES (FITTINGS, END CAPS, POWER FEEDS, ETC.)
DECORATIVE LUMINAIRE / CHANDELIER
SINGLE / DOUBLE SIDED EXIT SIGN
CONNECT AHEAD OF SWITCHING & CONFIGURE ARROWS TO INDICATE DIRECTION OF EGRESS TRAVEL
A,B,C
LUMINAIRE TYPE
SWITCHING DESIGNATION
a,b,c
INDICATES AN EGRESS LIGHTING LUMINAIRE WIRED AHEAD OF ALL SWITCHING AND INTENDED
TO PROVIDE REQUIRED EGRESS ILLUMINATION
EL
MECHANICAL/ELECTRICAL ENGINEERS
WWW.KLHENGRS.COM
1538 ALEXANDRIA PIKE, SUITE
11 FT. THOMAS, KENTUCKY
41075 800-354-9783
859-442-8050
859-442-8058 FAX
SINGLE POLE SWITCH
3
3-WAY SWITCH
K
KEY OPERATED SWITCH
TYPE
CEILING-MOUNTED OCCUPANCY SENSOR. TYPE "IR" = INFRARED, TYPE "US" = ULTRASONIC,
TYPE "DT" = DUAL TECHNOLOGY
TYPE
WALL-MOUNTED OCCUPANCY SENSOR SWITCH. TYPE "IR"=INFRARED, TYPE "US"=ULTRASONIC,
TYPE "DT"=DUAL TECH., "V"=VACANCY SENSOR, #= NUMBER OF CCTS. THAT MAY BE CONTROLLED
CS
LIGHTING CONTROL SYSTEM - LIGHTING CONTROL STATION
LEXINGTON, KENTUCKY
COLUMBUS, OHIO
NEW YORK, NEW YORK
DUPLEX RECEPTACLE
DUPLEX RECEPTACLE - AT COUNTER HEIGHT OR SPECIAL HEIGHT - VERIFY IN FIELD
DOUBLE DUPLEX ("QUAD") RECEPTACLE
DOUBLE DUPLEX ("QUAD") RECEPTACLE
MOUNTED AT COUNTER HEIGHT OR SPECIAL HEIGHT VERIFY IN FIELD
DUPLEX GFCI RECEPTACLE - COUNTER HEIGHT OR SPECIAL HEIGHT - VERIFY IN FIELD - DO NOT FEED
DOWNSTREAM OUTLETS FROM LOAD SIDE TERMINALS UNLESS SPECIFICALLY NOTED OTHERWISE ON DWGS.
SPECIAL PURPOSE RECEPTACLE
DETERMINE EXACT NEMA CONFIGURATION IN FIELD CASE-BY-CASE
DUPLEX RECEPTACLE - SURGE PROTECTIVE DEVICE (PROVIDE DEDICATED NEUTRAL
FOR EACH SPD RECEPT. BRANCH CCT. PHASE CONDUCTOR - DO NOT SHARE NEUTRALS)
DOUBLE-DUPLEX ("QUAD") RECEPTACLE - SURGE PROTECTIVE DEVICE (PROVIDE DEDICATED NEUTRAL
FOR EACH SPD RECEPT. BRANCH CCT. PHASE CONDUCTOR - DO NOT SHARE NEUTRALS)
SPECIAL PURPOSE RECEPTACLE (MOUNT AT, ON OR WITHIN COMMUNICATION RACK/CABINET)
FIELD COORDINATE WITH EQUIPMENT INSTALLER AND DETERMINE NEMA CONFIGURATION IN FIELD
CEILING DUPLEX RECEPTACLE
TYPE
FLOOR OUTLET - POWER AND / OR TECHNOLOGY (SEE SPECIFICATIONS FOR TYPE DESIGNATION) - WHERE
SHOWN AT SAME LOCATION ON DWGS. OF E & CT, THEY ARE THE SAME DIV. 26 MULTI-SERVICE FLOOR OUTLET
FIRE ALARM SYSTEM MANUAL PULL STATION
F
S
TAG
GALLAGHER
CENTER
STUDENT
CENTER
RENOVATION
FIRE ALARM SYSTEM SMOKE DETECTOR - PHOTOELECTRIC TYPE | TAG "IZ" = IONIZATION TYPE
TAG "SB" = AUDIO SOUNDER BASE
FIRE ALARM SYSTEM WALL MOUNTED DEVICES
FIRE ALARM SYSTEM ELECTRO-MAGNETIC DOOR HOLDER
(PROVIDE CONCEALED HEAVY-DUTY BLOCKING/ANCHORING IN WALL)
F
FIRE ALARM SYSTEM STROBE-ONLY UNIT
(PROVIDE CANDELA RATING FOR STROBE AS INDICATED ON DRAWINGS)
F
FIRE ALARM SYSTEM SPEAKER/STROBE UNIT
(PROVIDE CANDELA RATING FOR STROBE AS INDICATED ON DRAWINGS)
THERMOSTAT
T
INDICATES CONNECTION TO EQUIPMENT
RECESSED OR SURFACE MOUNTED PANELBOARD AS INDICATED ON PLANS
TRANSFORMER
T
ENCLOSED CIRCUIT BREAKER IN NEMA 1 ENCLOSURE UNLESS OTHERWISE NOTED (LEFT)
CIRCUIT BREAKER (CENTER) - FUSED SWITCH IN SWITCHGEAR OR DISTRIBUTION BOARD (RIGHT)
XAVIER UNIVERSITY
3800 VICTORY PKWY
CINCINNATI, OH
45207
INDICATES GROUNDING ELECTRODE PER NFPA 70 ARTICLE 250 MINIMUM
CUSTOMER ELECTRIC METER AND ASSOCIATED CURRENT TRANSFORMER(S) AND WIRING
M
RECESSED OR SURFACE MOUNTED PANELBOARD AS INDICATED ON PLANS
TRIANGLE SYMBOL (RIGHT) WITHIN PANELBOARD = PROVIDE WITH FEED-THROUGH OR SUB-FEED LUGS
L1AA
200A MCB
No.
Description
Date
1
ISSUED FOR BID / PERMIT
03/21/2016
SWITCHBOARD / DISTRIBUTION PANEL
200%N
FLUSH
IG
NEMA 3R
400
PROVIDE ISOLATED GROUND BAR (LEFT) - PROVIDE 200% SIZED NEUTRAL (RIGHT)
PROVIDE NEMA 3R OR OTHER INDICATED ENCLOSURE (LEFT) - PROVIDE FLUSH ENCLOSURE (RIGHT)
NON-FUSED HEAVY DUTY DISCONNECT SWITCH (LEFT) AND FUSED HEAVY DUTY DISCONNECT SWITCH (RIGHT)
300
1,3
HOME RUN WITH CIRCUIT NUMBER(S)
CABLING/RACEWAY, CEILING OR WALL. SEE SPECS. FOR APPLICABLE CONDUIT/RACEWAY REQ'TS.
(FULLY CONCEALED IN FINISHED AREAS, CONCEALED TO OVERHEAD STRUCTURE IN UNFIN. AREAS)
CONDUIT UP OR DOWN
E.C.
H.C.
P.C.
S.C.
TAAC
GND
GFI / GFCI
WP
W/P
WORK UNDER DIVISION 26
WORK UNDER DIVISION 23
WORK UNDER DIVISION 22
WORK UNDER DIVISION 21
TO ABOVE ACCESSIBLE CEILING
GROUND
GROUND FAULT CIRCUIT INTERRUPTER DEVICE (UNLESS SPECIFICALLY NOTED OTHERWISE ON
DRAWINGS, DO NOT FEED DOWNSTREAM OUTLETS FROM LOAD SIDE TERMINALS OF GFI RECEPTS.)
PROVIDE WEATHERPROOF EQUIPMENT/FIXTURE/DEVICE
Drawn By
VM
FP
VENDING MACHINE - PROVIDE GFCI BREAKER
AK
RECEPTACLE TO BE USED FOR A FLAT PANEL DISPLAY.
VERIFY EXACT LOCATION AND HEIGHT OF RECEPTACLE WITH C.T.C. PRIOR TO ROUGH-IN.
COMMUNICATION/INFORMATION TECHNOLOGY
COORDINATE WITH SYSTEM INSTALLERS PRIOR TO INSTALLATION FOR LOCATIONS, HEIGHTS, CONDUIT TERMINATIONS, ETC.
ELECTRICAL DESIGN CRITERIA
2009 OHIO BUILDING CODE
2010 INTERNATIONAL FIRE CODE
2014 NFPA 70 - NATIONAL ELECTRICAL CODE
2010 NFPA 72 - NATIONAL FIRE ALARM AND SIGNALING CODE
2009 INTERNATIONAL ENERGY CONSERVATION CODE
COMMUNICATIONS OUTLET - VOICE/DATA/MISC. (PROVIDE 4"X4" OUTLET BOX WITH 1-GANG RING)
PROVIDE (1) 1" CONDUIT TO ABOVE ACCESSIBLE CEILING CAVITY UNLESS NOTED OTHERWISE
PR
PROXIMITY READER/AUTHENTICATION DEVICE
PROVIDE (1) 1" CONDUIT TO ABOVE ACCESSIBLE CEILING CAVITY UNLESS NOTED OTHERWISE
PLAN-VIEW LINE TYPES
WORK SHOWN BOLD-CONTINUOUS INDICATES NEW WORK
(UNLESS INDICATED OTHERWISE)
Checked By
DTJ
Client
Number
81
Project
Number
17917
ELECTRIC - LEGEND
WORK SHOWN FADED INDICATES EXISTING WORK TO REMAIN OR NEW WORK BY OTHERS AS APPLICABLE
(UNLESS INDICATED OTHERWISE)
WORK SHOWN BOLD-DASHED INDICATES SELECTIVE DEMOLITION WORK
(UNLESS INDICATED OTHERWISE)
E-001
720 E Pete Rose Way #140
Cincinnati, OH 45202
T 513.241.4474 F 513.241.0081
MECHANICAL/ELECTRICAL ENGINEERS
WWW.KLHENGRS.COM
1538 ALEXANDRIA PIKE, SUITE
11 FT. THOMAS, KENTUCKY
41075 800-354-9783
859-442-8050
859-442-8058 FAX
LEXINGTON, KENTUCKY
COLUMBUS, OHIO
NEW YORK, NEW YORK
GENERAL
ADDITIONAL CONTROL: OCC.SENSOR
MANUAL CONTROL
STATION LAYOUT
GENERAL
CUSTOM 1
A/V 1
CUSTOM 2
A/V 2
CUSTOM 3
A/V 3
CUSTOM 4
ALL ON
CUSTOM 5
ALL OFF
DMX INPUT
CUSTOM 1
ADDITIONAL CONTROL: OCC.SENSOR
ZONE
CONTROL TYPE
LEVEL
a,b,c,d,e,f,g,h,i
ZONED 0-10V
DIMMING
40 FC
VS
LUMINAIRES
DMX
OFF
ZONE
CUSTOM 2
ADDITIONAL CONTROL: OCC.SENSOR
ZONE
CONTROL TYPE
LEVEL
a,b,c
ZONED 0-10V
DIMMING
OFF
d,e,f,g,h,i
ZONED 0-10V
DIMMING
30 FC
VS
LUMINAIRES
DMX
OFF
ZONE
SYMBOL ON
DRAWINGS
CONTROL TYPE
LEVEL
c
ZONED 0-10V
DIMMING
OFF
a,b,d,e,f,g,h,i
ZONED 0-10V
DIMMING
20 FC
VS
LUMINAIRES
DMX
OFF
LEVEL
a
ZONED 0-10V
DIMMING
OFF
b,c,d,e,f,g,h,i
ZONED 0-10V
DIMMING
20 FC
DMX
OFF
VS
LUMINAIRES
LEVEL
a,b,c,d,e,f,g,h,i
ZONED 0-10V
DIMMING
50 FC
DMX
OFF
VS
LUMINAIRES
GENERAL NOTES:
CONTROL TYPE
LEVEL
CUSTOM PROGRAMMED SCENE AS SPECIFIED BY
OWNER. COORDINATE A MEETING WITH THE OWNER
TO DETERMINE FINAL PROGRAMMING
REQUIREMENTS.
DMX INPUT
ADDITIONAL CONTROL: DMX
ZONE
CONTROL TYPE
LEVEL
SWITCHES TO CONTROL VIA THE DMX INPUT
(PORTABLE CONTROLLER). SEE NOTES BELLOW.
A.
PROVIDE INDIVIDUAL ROOM LIGHTING CONTROLLER EQUAL TO STRAND, ALTMAN, ACUITY BRANDS NLIGHT, COOPER FIFTH LIGHT, OR LUTRON ECOSYSTEM WITH DMX AND 0-10V CONTROL CAPABILITY.
A.1.
LIGHTING CONTROLLER SHALL BE EASILY PROGRAMMABLE BY OWNER AFTER INSTALLATION. PROVIDE PROGRAMMABLE CONTROL STATION(S) IN LOCATION(S) SHOWN AND AS SPECIFIED ABOVE . CONTROL STATIONS
SHALL BE PROVIDED WITH FIELD MODIFIABLE LABELS. COORDINATE FINAL PRESETS WITH OWNER / ENGINEER PRIOR TO INSTALLATION.
A.2.
PROVIDE MODULES TO CONTROL EACH ZONE (AS INDICATED ON DRAWINGS) SEPARATELY. COORDINATE DIMMING / CONTROL REQUIREMENTS WITH LUMINAIRE SCHED.
A.3.
PROVIDE OCCUPANCY 100% DUAL TECHNOLOGY OCCUPANCY SENSOR COVERAGE.
A.4.
A NETWORKED / ADDRESSABLE SYSTEM IS ACCEPTABLE IF NECESSARY FOR EASE OF COMMISSIONING.
A.5.
PROVIDE SUBMITTALS THAT INCLUDE DETAILED ZONE LAYOUTS, CONTROL DIAGRAMS, AND OCCUPANCY SENSOR PLACEMENT AND COVERAGES.
A.6.
PROVIDE (1) DMX INPUT (LOCATED IN FIELD BY OWNER) FOR PORTABLE DMX CONTROLLER OVERRIDE (CONTROLLER BY OTHERS).
PROVIDE LIST / MAP OF FINAL DMX CHANNELS TO THE OWNER FOR FUTURE PROGRAMMING.
265113.00-10
Normal
Panel
A.
Normal
Lighting
B.
LINE VOLTAGE
Utility
Normal Neutral
D.
EXIT
Emergency
Lighting
"Switching" Line
"Sensing" Line
Emergency Power Out
Normal Switched Sense
Normal Neutral
Emergency Neutral
Normal Power Sense
Emergency Power In
E.
F
CIRCUIT
BREAKER AT
SOURCE
PANELBOARD
Date
ISSUED FOR BID / PERMIT
03/21/2016
FIRE
3-WAY
4-WAY
3-WAY
F.
ALIGN ALL DEVICES SHOWN ON PLANS AT SAME
DIMENSION FROM DOOR FRAME OR WALL.
CONDUIT/CABLES SHALL BE ROUTED WHEREVER
NECESSARY TO KEEP DEVICES ALIGNED.
ALL DEVICES MOUNTED AT SAME HEIGHT TO BE
ALIGNED HORIZONTALLY.
ENSURE ALL DEVICES ARE LEVEL AND PLUMB
AFTER INSTALLATION.
FOR MULTI-GANG DEVICES, ALIGN DEVICES AT
CENTER OF GROUP. PROVIDE SINGLE
FACEPLATE FOR GROUPS OF DEVICES WHERE
APPLICABLE.
COORDINATE WITH ALL TRADES CASE-BY-CASE.
LIGHTING LOAD OR
RELAY/CONTACTOR
COIL AS APPLICABLE
LOCAL WALL
SWITCH(ES)
SS
LOAD CONTACT(S)
OF OCCUPANCY
SENSOR(S)
OR
RELAY PACK(S)
ELCU
Generator
Description
1
SCALE: NONE
C.
Emergency
Panel
No.
STUDENT CENTER CONTROLLER DETAILS
Normal Line
Automatic
Transfer
Switch
XAVIER UNIVERSITY
3800 VICTORY PKWY
CINCINNATI, OH
45207
GENERAL NOTES:
On/Off Control
Device
(Wall Switch,
Power Pack or
Relay)
Normal
Panel
GALLAGHER
CENTER
STUDENT
CENTER
RENOVATION
LEVEL
CUSTOM 5
ADDITIONAL CONTROL: OCC.SENSOR
ALL ON
ADDITIONAL CONTROL: OCC.SENSOR
CONTROL TYPE
CONTROL TYPE
CUSTOM PROGRAMMED SCENE AS SPECIFIED BY
OWNER. COORDINATE A MEETING WITH THE OWNER
TO DETERMINE FINAL PROGRAMMING
REQUIREMENTS.
ZONE
ZONE
LEVEL
CUSTOM 4
ADDITIONAL CONTROL: OCC.SENSOR
A/V 3
ADDITIONAL CONTROL: OCC.SENSOR
CONTROL TYPE
CONTROL TYPE
CUSTOM PROGRAMMED SCENE AS SPECIFIED BY
OWNER. COORDINATE A MEETING WITH THE OWNER
TO DETERMINE FINAL PROGRAMMING
REQUIREMENTS.
ZONE
ZONE
LEVEL
CUSTOM 3
ADDITIONAL CONTROL: OCC.SENSOR
ZONE
ZONE
CONTROL TYPE
CUSTOM PROGRAMMED SCENE AS SPECIFIED BY
OWNER. COORDINATE A MEETING WITH THE OWNER
TO DETERMINE FINAL PROGRAMMING
REQUIREMENTS.
A/V 2
ADDITIONAL CONTROL: OCC.SENSOR
CS
LEVEL
CUSTOM PROGRAMMED SCENE AS SPECIFIED BY
OWNER. COORDINATE A MEETING WITH THE OWNER
TO DETERMINE FINAL PROGRAMMING
REQUIREMENTS.
A/V 1
ADDITIONAL CONTROL: OCC.SENSOR
PROVIDE MANUAL
DIMMING CONTROLS
PROVIDE SIMPLE AND
LOCKABLE GRAPHICAL
INTERFACE
CONTROL TYPE
Emergency Line
Drawn By
G
AK
Emergency Neutral
Checked By
GENERAL NOTES:
GENERAL NOTES:
A.
265100.00-04
EMERGENCY LIGHTING CONTROL UNIT
SCALE: NONE
B.
PROVIDE EMERGENCY LIGHTING CONTROL UNIT THAT IS UL
OR ETL LISTED TO UL STANDARD 924. PROVIDE CONTACTS
RATED AT LEAST 20 AMPERES UP TO AT LEAST 277 VOLTS.
BASIS OF DESIGN FOR THIS DETAIL IS WATTSTOPPER
ELCU-200. MODIFY IF REQUIRED FOR OTHER
MANUFACTURERS.
BASIS OF DESIGN FOR THIS DETAIL IS WATTSTOPPER
ELCU-200 SERIES. LC&D, DOUGLAS LIGHTING AND LVS
CONTROLS ARE CONSIDERED EQUIVALENT.
A.
THIS DETAIL IS SCHEMATIC IN NATURE INTENDED TO INDICATE HOW LOCAL SWITCHING
SHALL INTERACT WITH RELATED OCCUPANCY SENSORS. THERE MAY ALSO BE OTHER
LIGHTING CONTROL ELEMENTS AS SHOWN ON PLAN OR IN DETAILS THAT APPLY TO A
PARTICULAR AREA.
DTJ
Client
Number
81
265100.00-13
SCHEMATIC LOCAL OVERRIDE-OFF SWITCH
SCALE: NONE
260502.00-01
DEVICE ALIGNMENT DETAIL
SCALE: NONE
Project
Number
17917
ELECTRIC - DETAILS
E-501
KEYED NOTES
E10
DEMOLISH DOOR EMERGENCY EXIT ALARM.
720 E Pete Rose Way #140
Cincinnati, OH 45202
T 513.241.4474 F 513.241.0081
thinkchamplin.com
MECHANICAL/ELECTRICAL ENGINEERS
WWW.KLHENGRS.COM
1538 ALEXANDRIA PIKE, SUITE
11 FT. THOMAS, KENTUCKY
41075 800-354-9783
859-442-8050
859-442-8058 FAX
LEXINGTON, KENTUCKY
COLUMBUS, OHIO
NEW YORK, NEW YORK
A
T
T
4
SR-2
SL-2
TS
B
EM
E
E10
GALLAGHER
CENTER
STUDENT
CENTER
RENOVATION
TV
XAVIER UNIVERSITY
3800 VICTORY PKWY
CINCINNATI, OH
45207
T
C
T
ISSUANCES
No.
Description
Date
1
ISSUED FOR BID / PERMIT
03/21/2016
D
1
2
3
5
6
7
Drawn By
AK
Checked By
DTJ
Client
Number
81
Project
Number
1
ED101
ED DEMOLITION - FIRST FLOOR
1/8" = 1'-0"
ELECTRIC DEMOLITION - FIRST
FLOOR
ED101
3/18/2016 3:13:25 PM
17917
GENERAL NOTES
A.
ALL EGRESS LIGHTING AND EXIT SIGNS SHALL BE WIRED AHEAD OF
SWITCHING.
KEYED NOTES
E02
f
PS5
E03
E05
PS3
i
E06
E09
2
ELECTRIC LIGHTING - SECTION
1/4" = 1'-0"
EL101
PROVIDE KEYED SWITCH FOR AUTHORIZED PERSONNEL TO TURN OFF "EL"
EGRESS LIGHTING IN THIS ROOM. PROVIDE UL924 LISTED EMERGENCY
LIGHTING CONTROL UNIT FOR SWITCH BYPASS WHEN POWER IS LOST TO
FORCE EGRESS LIGHTING TO 100% ON. SEE ELCU DETAIL.
PROVIDE PROGRAMMABLE CONTROL STATION FOR CONTROL OF NORMAL
LIGHTING IN THIS ROOM. SEE DETAIL.
MOUNT TYPE PS3 LUMINAIRES ABOVE WOOD CLOUD AS SHOWN TO
ILLUMINATE CEILING AROUND CLOUD. SEE ARCHITECTURAL DRAWINGS
FOR LUMINAIRE LOCAITON AND MOUNTING. TYPICAL.
MOUNT TYPE PS3 LUMINAIRES TO SIDE OF WALL FURRING TO ILLUMINATE
SIDE WALLS. COORDINATE EXACT MOUNTING LOCATION IN FIELD WITH
ARCHITECT PRIOR TO ROUGH IN.
PROVIDE NEW CORRIDOR LUMINAIRE TO MATCH EXISTING LUMINAIRES.
CONNECT TO EXISTING CORRIDOR CIRCUIT AND CONTROLS. EXISTING
CORRIDOR CIRCUIT IS SL2-3.
720 E Pete Rose Way #140
Cincinnati, OH 45202
T 513.241.4474 F 513.241.0081
thinkchamplin.com
MECHANICAL/ELECTRICAL ENGINEERS
WWW.KLHENGRS.COM
1538 ALEXANDRIA PIKE, SUITE
11 FT. THOMAS, KENTUCKY
41075 800-354-9783
859-442-8050
859-442-8058 FAX
LEXINGTON, KENTUCKY
COLUMBUS, OHIO
NEW YORK, NEW YORK
A
STUDENT LOUNGE
Z1
Z1
110
d
d
Z1
PS24
a
PS24
a
PS24
a
Z1
d
Z1
d
Z1
d
Z1
B
Z1
Z1
d
PS24
d
CS
DT
PS24
c
E-7
E - 7 EL
SR5-A
A3Z
IR
c
PS24
b
b
PS24
PS4
E-7
EL
E09
PS5
E05
f
h PS3
Z1
E - 7 EL
Z1
SR-2
IR
A3Z
SL-2 - 6
STOR
111
PS24
SL-2
SR5-A - 15
PS24
c
PS24
c
PS24
E02
K
EM
CS
PS24
c
PS5
f
E05
SL-2 - 7
STOR
110A
PS3
i
E06
PS3
i
E06
E
VE
IR
A3Z
c
SR5-A - 16
Z1 d
E-7
EX
Z1
E03
STOR
110B
VE
b
PS24
d
c
Z1
STAIR C
1-C
d
VS
Z1
DT
VS
PS24
c
d
Z1
E03
SR5-A - 14
PS24 b
b
PS24
d
Z1
d
E - 7 EL
PS5
f
E05
E - 7 EL
Z1
d
DT
Z1
E - 7 EL
Z1
Z1
d
SR5-A - 13
g
b
PS24
E - 7 EL
Z1
g
d
d
Z1
VS
g
Z1
d
Z1
a
PS24
g
Z1
d
Z1
d
PS1
DT
Z1
E - 7 EL
a
PS24
PS1
Z1
d
PS24
a
a
PS24
PS1
DT
Z1
DT d
PS1
E-7
DT
GALLAGHER
CENTER
STUDENT
CENTER
RENOVATION
E-7
CE
2
VE
SR5-A - 17
EL101
VE
DT
CE
CE
CE
DT
CE
CE
VE
C
E-7
E-7
DT
CE
XAVIER UNIVERSITY
3800 VICTORY PKWY
CINCINNATI, OH
45207
CE
DT
CE
CE
CE
EX
DT
E-7
ISSUANCES
VE
No.
Description
Date
1
ISSUED FOR BID / PERMIT
03/21/2016
D
1
2
3
5
6
7
Drawn By
AK
Checked By
DTJ
Client
Number
81
Project
Number
17917
1
EL101
ELECTRIC LIGHTING - NEW - FIRST FLOOR
1/8" = 1'-0"
EL101
3/18/2016 3:13:28 PM
ELECTRIC LIGHTING NEW - FIRST FLOOR
GENERAL NOTES
B.
C.
D.
E.
F.
G.
H.
I.
J.
K.
L.
M.
N.
O.
P.
DETAILS IN COMMENTS SECTION OF LUMINAIRE
SCHEDULE SHALL APPLY IN ADDITION TO CATALOG
SERIES.
LAMP, BALLAST AND TRANSFORMER INFORMATION IN
SPECIFICATION SHALL APPLY IN ADDITION TO
INFORMATION IN LUMINAIRE SCHEDULE.
REFER TO DRAWINGS FOR MOUNTING TYPE, NUMBER
OF FACES AND ARROWS OF EXIT SIGNS.
ALL COMPACT FLUORESCENT LUMINAIRES WITH T-5
LAMPS AND SMALLER TO HAVE END-OF-LIFE CIRCUIT
CUTOUT FEATURE EQUAL TO OSRAM-SYLVANIA
"QUICK-SENSE".
ALL 3 AND 4 LAMP PARABOLIC FLUORESCENT
TROFFERS SHALL HAVE 2 BALLAST COMPARTMENTS.
ALL RECESSED TROFFER HOUSINGS CONSTRUCTED
WITHOUT ROLLED EDGES SHALL BE POST PAINTED.
ALL RECESSED TROFFER DOOR FRAMES SHALL BE
SECURED WITH SPRING LATCHES.
VERIFY LUMINAIRE, LAMP AND VOLTAGE
COMPATIBILITY.
LAMP QUANTITY REFERS TO NUMBER OF LAMPS IN
CROSS SECTION, UNLESS OTHERWISE NOTED.
LENS DIMENSION REFERS TO OVERALL THICKNESS,
MAXIMUM PENETRATION OF PRISM TO BE .080".
THE CONTRACTOR SHALL BE RESPONSIBLE FOR
COORDINATING EACH LUMINAIRE LOCATION WITH THE
ARCHITECTURAL REFLECTED CEILING PLANS AND FOR
VERIFYING AND PROVIDING THE MOUNTING SYSTEM
REQUIRED FOR EACH LUMINAIRE. THE CONTRACTOR
ALSO PROVIDE PLASTER FRAMES, WALL BRACKETS,
SUPPORTS, OR OTHER APPURTENANCES AS
REQUIRED FOR PROPER INSTALLATION.
CLEAN WHITE COTTON GLOVES SHALL BE WORN
WHEN HANDLING THE LUMINAIRES' EXPOSED
REFLECTIVE SURFACES. THE CONTRACTOR SHALL
CLEAN ALL SURFACES, INCLUDING DUST,
FINGERPRINTS, PAINT, ETC. WITH A CLEAN DRY
CHEESECLOTH AFTER ALL INTERIOR WORK HAS BEEN
COMPLETED. PLASTIC SHIPPING BAGS SHALL REMAIN
ON THE LUMINAIRES UNTIL WORK IS COMPLETED.
ALL LUMINAIRES HAVE A STATIC AIR FUNCTION,
UNLESS OTHERWISE NOTED.
ALL LUMINAIRES ARE NON-IC, UNLESS OTHERWISE
NOTED.
ALL LUMINAIRES ARE U.L. DAMP LISTED, UNLESS
OTHERWISE NOTED.
MOUNTING HEIGHTS INDICATED ARE TO THE BOTTOM
OF THE LUMINAIRE, UNLESS OTHERWISE NOTED.
Type
Description
A3Z
LED PRISMATIC
CE
EXISTING PRISMATIC
TROFFER
EXIT SIGN - AC
ONLY THERMOPLASTIC
EX
Manufacturer / Series
Size
Housing / Mounting
LITHONIA 2TL4
4'x2'x3-3/4"
DAYBRITE SPS
COLUMBIA LLT24
WILLIAMS 50G
METALUX 24GR
EXISTING - RELOCATED FROM DEMOLITION
RECESSED
CHLORIDE CXL
LITHONIA LQM
DUAL-LITE LX
SURELITES LPX
WILLIAMS EXIT
UNIVERSAL, REFER
TO PLAN
12"x8"x2"
Material
STEEL
THERMOPLASTIC STENCIL FACE
DECORATIVE
PENDANT
TBD BY ARCHITECT
PS3
LOW PROFILE
WALL WASH
OPTOLUM FINELINE LP
LITHONIA
LED LINEAR
WAC LIGHTING
OR EQUAL
CSL LIGHTING MR16 (PER EXISTING
DRAWINGS) OR EQUAL
1"x1/2" CONTINUOUS
LENGTH
ECOSENSE L35
GE
AMETRIX
OR EQUAL
1.5"x1.5" CONTINUOUS
LENGTH
SURFACE
STEEL
AXIS LIGHTING BEAM 4
A-LIGHT
PRUDENTIAL
MARK ARCHITECTURAL LIGHTING
FOCAL POINT
FINELITE
4'x4"x4-7/8"
RECESSED FLUSH
STEEL
PS4
PS5
CORRIDOR LIGHT
(TO MATCH
EXISTING)
ADJUSTABLE
COVE LIGHT
PS24
LINEAR FLUSH
VE
EXISTING - TRACK EXISTING - RELOCATED FROM DEMOLITION
VS
THEATRICAL
TRACK LIGHTING
Z1
LED DOWNLIGHT
SURFACE
STEEL
OPAL
ALUMINUM
ALTMAN SMART TRACK
TIMES SQUARE LIGHTING
OR EQUAL
PATHWAY 6VLFLX
PORTFOLIO LD610
JUNO IC922LEDG3
LITEFRAME LF6LED5
0.125" MINIMUM PATTERN 12 PRISMATIC
ACRYLIC LENS
RECESSED
PS1
RECESSED
ALUMINUM
Lamp Type
Ballast / Driver
Qty
Lamp Base
1
Ballast / Driver
1
65W LED,
6400 NOMINAL
3500K, 80 CRI LUMENS
3
T8 32W
1
0W LED, WITH
SIGN
0
NO BALLAST
1
LED
1
1
3.8W /FT LED, 330 LUMENS / FT 1
3500K, 80+CRI
ELECTRONIC,
INTEGRAL
DRIVER, 0-10V
DIMMABLE
INTEGRAL
ELECTRONIC,
MVOLT, 0-10V
DIMMING
Finish
ELECTRONIC
INTEGRAL
DRIVER, MVOLT
WHITE
ELECTRONIC
TRANSFORMER
Voltage
FLAT STEEL DOOR FRAME, FIELD REPLACABLE LED
MODULE AND DRIVER
65 VA
277 V
RELOCATE FROM DEMOLITION - SEE DEMOLITION
SHEET
96 VA
277 V
RED LETTERS, AC ONLY
1 VA
277 V
50 VA
277 V
8 VA
277 V
PROVIDE CONTINUOUS LENGTHS AS SHOWN ON
DRAWINGS (2' LENGTHS HAVE BEEN DRAWN FOR
SCHEMATIC PURPOSES ONLY). PROVIDE ALL
NECESSARY POWER SUPPLIES AND ACCESSORIES
FOR A FULLY OPERABLE SYSTEM.
LUMINAIRE SHALL MATCH THE EXISTING LUMINAIRES
IN SIMILAR LOCATIONS
FROSTED
1
4W /FT LED,
330 LUMENS / FT 1
3500K, 80+CRI
INTEGRAL
ELECTRONIC,
MVOLT, 0-10V
DIMMING
WHITE
AIM IN FIELD WITH ARCHITECT, PROVIDE CONTINUOUS 8 VA
LENGTHS AS SHOWN ON DRAWINGS (2' LENGTHS
HAVE BEEN DRAWN FOR SCHEMATIC PURPOSES
ONLY). PROVIDE ALL NECESSARY POWER SUPPLIES
AND ACCESSORIES FOR A FULLY OPERABLE SYSTEM.
277 V
SPOTLESS LENS
1
45W LED,
4000 LUMEN
3500K, 80+CRI
INTEGRAL
ELECTRONIC,
MVOLT, 0-10V
DIMMING
WHITE
VERIFY WIDTH WITH ARCHITECTURAL CEILING SLOTS
45 VA
277 V
1
PAR 30 INC
120 V
1
50W LED
RGBA IQ38
RELOCATE FROM DEMOLITION - SEE DEMOLITION
75 VA
SHEET
PROVIDE BLACK DMX ENABLED TRACK, MOUNT TRACK 50 VA
TO HIGH CEILING BETWEEN CLOUDS TO CONCEAL,
PROVIDE ALL NECESSARY COMPONENTS FOR A
FULLY OPERABLE SYSTEM
REMOTE PHOSPHOR LENS, FIELD REPLACABLE LED
MODULE AND DRIVER
277 V
1
1
WHITE
Fixture Load
35W MR16
SEMI-SPECULAR REFLECTOR, MEDIUM
DOWNLIGHT OPTIC
GU10
WHITE
Comments
1
SURFACE
6" DIAx15"x7-1/2"
Lamp
Qty
Lens Description
1
NA
1
25W LED,
2000 LUMEN
3500K, 80 CRI
1
INTEGRAL
ELECTRONIC,
DMX
CONTROLLED
PROVIDE CUSTOM COLOR
TO MATCH CEILING COORDINATE WITH
ARCHITECTURAL
DRAWINGS AND GET
OWNER APPROVAL
ELECTRONIC,
INTEGRAL
DRIVER, 0-10V
DIMMABLE
SELF TRIM
35 VA
720 E Pete Rose Way #140
Cincinnati, OH 45202
T 513.241.4474 F 513.241.0081
277 V
thinkchamplin.com
MECHANICAL/ELECTRICAL ENGINEERS
120 V
25 VA
WWW.KLHENGRS.COM
1538 ALEXANDRIA PIKE, SUITE
11 FT. THOMAS, KENTUCKY
41075 800-354-9783
859-442-8050
859-442-8058 FAX
LEXINGTON, KENTUCKY
COLUMBUS, OHIO
NEW YORK, NEW YORK
GALLAGHER
CENTER
STUDENT
CENTER
RENOVATION
Interior Lighting
Compliance Certificate
XAVIER UNIVERSITY
3800 VICTORY PKWY
CINCINNATI, OH
45207
2009 IECC
Section 1: Project Information
Project Type: Alterations
ISSUANCES
Section 2: Interior Lighting and Power Calculation
Floor Area (sq. ft.)
6,386
Watts per sq. ft.
1.2
Allowed Watts
7,663
Proposed Watts
See Below
Complies
Yes
No.
Description
Date
1
ISSUED FOR BID / PERMIT
03/21/2016
Section 3: Interior Lighting Fixture Schedule
Type
A3Z
CE
EXISTING 2X4
PS1
PS3
PS4
PS5
PS24
Z1
Lamp Type
65W LED, 3500K, 80 CRI
T8 32W
T8 32W
LED
3.8W /FT LED, 3500K, 80+CRI
35W MR16
4W /FT LED, 3500K, 80+CRI
45W LED, 3500K, 80+CRI
25W LED, 3500K, 80 CRI
Ballast / Driver
ELECTRONIC INTEGRAL DRIVER, MVOLT
ELECTRONIC
ELECTRONIC
ELECTRONIC, INTEGRAL DRIVER, 0-10V DIMMABLE
INTEGRAL ELECTRONIC, MVOLT, 0-10V DIMMING
TRANSFORMER
INTEGRAL ELECTRONIC, MVOLT, 0-10V DIMMING
INTEGRAL ELECTRONIC, MVOLT, 0-10V DIMMING
ELECTRONIC, INTEGRAL DRIVER, 0-10V DIMMABLE
Lamp Qty
1
3
3
1
1
1
1
1
1
Count
3
11
19
4
20
1
79
21
52
Load
65 VA
96 VA
96 VA
50 VA
8 VA
35 VA
8 VA
45 VA
25 VA
Total Load
195 VA
1056 VA
1824 VA
200 VA
152 VA
35 VA
632 VA
945 VA
1300 VA
6339 VA
Drawn By
AK
Checked By
DTJ
Client
Number
81
Project
Number
17917
ELECTRIC LUMINAIRE
SCHEDULE
EL601
3/18/2016 3:13:31 PM
A.
Electric Luminaire Schedule
KEYED NOTES
E01
E04
E07
E08
COORDINATE EXACT TECHNOLOGY POWER AND PATHWAY LOCATIONS
AND REQUIREMENTS WITH OWNER / TECHNOLOGY CONTRACTOR PRIOR
TO ROUGH IN.
PROVIDE DARK BROWN (TO MATCH BASEBOARD) USB RECEPTACLES
INSTALLED HORIZONTALLY IN THE BASEBOARD. COORDINATE EXACT
LOCATION IN FIELD WITH ARCHITECT PRIOR TO ROUGH IN.
PROVIDE POWER AND CONTROL FOR SHADES. COORDINATE EXACT
REQUIREMENTS WITH SHADE MANUFACTURER PRIOR TO ROUGH IN.
COORDINATE CONTROL SWITCH WALLS IN FIELD WITH OWNER PRIOR TO
ROUGH IN. LAYOUT ALL CONTROLS IN A NEAT CLEAN LAYOUT.
720 E Pete Rose Way #140
Cincinnati, OH 45202
T 513.241.4474 F 513.241.0081
thinkchamplin.com
MECHANICAL/ELECTRICAL ENGINEERS
WWW.KLHENGRS.COM
1538 ALEXANDRIA PIKE, SUITE
11 FT. THOMAS, KENTUCKY
41075 800-354-9783
859-442-8050
859-442-8058 FAX
LEXINGTON, KENTUCKY
COLUMBUS, OHIO
NEW YORK, NEW YORK
A
E07
T
E07
J
J
SHADE
USB
SHADE
USB E04
USB
USB
E04
E04
SR5-A - 22
FP-102
FP-101
4
STUDENT LOUNGE
110
E01
J
PROJ.
SR5-A - 11
PROJ
SCREEN
CM
75 cd
SHADE
J
TYP OF (8)
ON COLUMN
USB
E04
SR-2
STOR
111
T
TYP OF (8)
ON COLUMN
USB
J
E07
T
J
E07 SHADE
E04
TSR-2
15 cd
E04
SL-2
LI
SR5-A - 2
STAIR C
1-C
SR5-A - 18
E01
110B
SR5-A - 4
SR5-A - 5 SR5-A - 6
E08
DATA
RACK
EM
VM
LI
VM
TEM
E01
75 cd
PROJ.
E08
SR5-A - 1
SR5-A - 24 75 cd
SR5-A - 25
SR5-A - 10
SR5-A
STOR
VM
E01
VM
B
E
SR5-A - 7
SR5-A - 23
SR5-A - 12
PR
E01 SR5-A 24
SR5-A - 19
SR5-A - 8
STOR
110A
FRZ.
J
DOOR
GALLAGHER
CENTER
STUDENT
CENTER
RENOVATION
J
FRZ.
PROJ
SCREEN
SR5-A - 9
SR5-A - 28
FP
SR5-A - 20
T
110 cd
XAVIER UNIVERSITY
3800 VICTORY PKWY
CINCINNATI, OH
45207
T
C
WP/GFCI
T
75 cd
SR5-A - 26
FP-104
B
UP TO SR5-A
ISSUANCES
FP-103
SR5-A - 21
D
No.
Description
Date
1
ISSUED FOR BID / PERMIT
03/21/2016
SR5-A - 27
TSR5
WP / GFCI
WP / GFCI
C
1
2
3
5
6
7
Drawn By
AK
D
Checked By
DTJ
Client
Number
81
Project
Number
17917
1
EP101
ELECTRIC POWER - NEW - FIRST FLOOR
1/8" = 1'-0"
2
EP101
ELECTRIC POWER - NEW - BASEMENT
1/8" = 1'-0"
2
EP101
3/18/2016 3:13:34 PM
1
ELECTRIC POWER NEW - FIRST FLOOR
720 E Pete Rose Way #140
Cincinnati, OH 45202
T 513.241.4474 F 513.241.0081
MECHANICAL/ELECTRICAL ENGINEERS
WWW.KLHENGRS.COM
1538 ALEXANDRIA PIKE, SUITE
11 FT. THOMAS, KENTUCKY
41075 800-354-9783
859-442-8050
859-442-8058 FAX
LEXINGTON, KENTUCKY
COLUMBUS, OHIO
NEW YORK, NEW YORK
GALLAGHER
CENTER
STUDENT
CENTER
RENOVATION
XAVIER UNIVERSITY
3800 VICTORY PKWY
CINCINNATI, OH
45207
No.
Description
Date
1
ISSUED FOR BID / PERMIT
03/21/2016
Drawn By
AK
Checked By
DTJ
Client
Number
81
Project
Number
17917
ELECTRIC SINGLE LINE DIAGRAM
EP601
Panel Name: SL-2
Panel Name: E
Supply From:
Notes: Existing Square D
CKT
1
Voltage: 480V 3PH
Circuit Description
Trip
Poles
A
1
3.1 kVA 2.6 kVA
(EX) BOOKSTORE LIGHTING
20 A
3
(EX) ATRIUM LIGHTING
20 A
1
5
(EX) OFFICE LIGHTING
20 A
1
7
(#) BOOKSTORE LIGHTING
20 A
1
Phase: 3
Wire: 4
B
C
2.5 kVA 2.7 kVA
1.3 kVA 2.6 kVA
Supply From:
Notes: Existing Square D
Location:
Poles
1
20 A
Trip
(EX) ATRIUM COVE
Circuit Description
CKT
2
CKT
1
1
20 A
(EX) ATRIUM COVE
4
1
20 A
STUDENT LOUNGE 110 LIGHTING
2.5 kVA
Voltage: 480V 3PH
Circuit Description
Trip
Poles
A
1
0.4 kVA 4.9 kVA
(EX) EXIT LIGHTS
20 A
3
(EX) THEATRE EM LIGHTING
20 A
1
6
5
(EX) EM LIGHTING LOWER LEVEL
20 A
1
Phase: 3
Wire: 4
B
C
2.2 kVA 5.9 kVA
Location:
Poles
Trip
3
60 A
Circuit Description
(EX) TEM
4
3.3 kVA 6.0 kVA
6
8
7
(#) EMERGENCY LIGHTING
20 A
1
9
10
9
(EX) EM LIGHTING LEVEL TWO
20 A
1
11
12
11
(EX) EM LIGHTING LEVEL THREE
20 A
1
13
14
13
15
16
15
17
18
17
19
20
19
20
21
22
21
22
24
23
24
26
25
26
28
27
28
30
29
30
23
25
5.0 kVA
27
2.5 kVA
3
29
60 A
(EX) TSR-2
2.1 kVA
Load Classification
Lighting
Receptacle
Misc
Motor
Kitchen Equipment
Water Heater
Connected Load
4938 VA
0 VA
0 VA
0 VA
0 VA
0 VA
Total Connected Load:
13.2 kVA
Demand Factor
125.00%
0.00%
0.00%
0.00%
0.00%
0.00%
6.0 kVA
Estimated Demand
6173 VA
0 VA
0 VA
0 VA
0 VA
0 VA
2.2 kVA 1.5 kVA
1
20 A
(EX)
8
1
20 A
(EX)
10
2.6 kVA
12
2.0 kVA
(EX) B LEVEL/ XMFR AISLE LTG.
20 A
1
14
2.0 kVA 2.0 kVA
3
20 A
(EX) SMOKE EXHAUST
2.0 kVA
7.7 kVA
Existing Loads
Existing Connected Load
21745 VA
Existing Load Demand Factor
100.00%
Existing Load Demand
21745 VA
0.5 kVA 1.5 kVA
CKT
2
Load Classification
Lighting
Receptacle
Misc
Motor
Kitchen Equipment
Water Heater
Connected Load
492 VA
0 VA
0 VA
0 VA
0 VA
0 VA
Total Connected Load:
9.3 kVA
Demand Factor
125.00%
0.00%
0.00%
0.00%
0.00%
0.00%
16
18
14.0 kVA
Estimated Demand
615 VA
0 VA
0 VA
0 VA
0 VA
0 VA
720 E Pete Rose Way #140
Cincinnati, OH 45202
T 513.241.4474 F 513.241.0081
thinkchamplin.com
15.8 kVA
Existing Loads
Existing Connected Load
38542 VA
Existing Load Demand Factor
100.00%
Existing Load Demand
38542 VA
MECHANICAL/ELECTRICAL ENGINEERS
WWW.KLHENGRS.COM
Panel Totals
Total Connected Load: 26.9 kVA
Panel Totals
Total Connected Load: 39.0 kVA
Total Estimated Demand: 28118 VA
Total Estimated Demand Amps:
1538 ALEXANDRIA PIKE, SUITE
11 FT. THOMAS, KENTUCKY
41075 800-354-9783
859-442-8050
859-442-8058 FAX
Total Estimated Demand: 39157 VA
34 A
Total Estimated Demand Amps:
47 A
LEXINGTON, KENTUCKY
COLUMBUS, OHIO
NEW YORK, NEW YORK
Panel Name: SR-2
Panel Name: EM
Supply From: TSR-2
Notes: Existing Square D
CKT
1
Voltage: 208V 3PH
Circuit Description
Trip
Poles
A
1
1.1 kVA 0.9 kVA
(EX) BOOKSTORE RECEPTACLES
20 A
3
(#) Spare
20 A
5
(#) Spare
20 A
1
7
(EX) OFFICE RECEPTACLES
20 A
1
9
(EX) OFFICE RECEPTACLES
20 A
1
11
(EX) OFFICE - WELCOME DESK...
20 A
1
13
(EX) DETAIL 114 LIGHTING
20 A
1
15
(EX) ATRIUM WALL SCONCES
20 A
1
17
(EX) INFO COUNTER LIGHTING
20 A
1
19
(EX) SIGNAL PROCESSOR
20 A
1
21
(EX) BIG FRIDGE (COFFEE SHOP)
20 A
1
23
(EX) COFFEE MACHINE
20 A
1
25
(EX) COFFEE MACHINE
20 A
1
27
(EX) MARQUIS SIGN
20 A
1
29
(EX) VENDING RECEPTACLES
20 A
1
31
(EX) GAS VALVE FIREPLACE
20 A
1
33
(EX) CAP. MACHINE
30 A
1
35
(EX) CAP. MACHINE
20 A
1
37
(EX) CONTROL KEEPER / LIGHT SYSTEM
20 A
1
39
(EX) PHONE BOARD
20 A
1
41
(EX) ENERGY MGMT. / HVAC SYSTEM
20 A
1
Load Classification
Lighting
Receptacle
Misc
Motor
Kitchen Equipment
Water Heater
Connected Load
0 VA
0 VA
0 VA
0 VA
0 VA
0 VA
1
Phase: 3
Wire: 4
B
C
0.0 kVA 0.5 kVA
0.0 kVA 0.0 kVA
1.1 kVA 0.5 kVA
1.1 kVA 0.0 kVA
1.1 kVA 0.5 kVA
0.7 kVA 0.7 kVA
0.6 kVA 0.4 kVA
0.5 kVA 0.0 kVA
0.0 kVA 0.0 kVA
0.0 kVA 0.0 kVA
0.0 kVA 0.0 kVA
0.0 kVA 0.0 kVA
0.0 kVA 0.0 kVA
0.0 kVA 0.0 kVA
0.0 kVA 0.0 kVA
0.0 kVA 0.0 kVA
0.0 kVA 0.0 kVA
0.0 kVA 0.0 kVA
0.0 kVA 0.0 kVA
0.0 kVA 0.0 kVA
Total Connected Load:
5.0 kVA
Demand Factor
0.00%
0.00%
0.00%
0.00%
0.00%
0.00%
Supply From: TEM
Notes: Existing Square D
Location:
Poles
1
20 A
Trip
(EX) ATRIUM RECEPTACLES
Circuit Description
CKT
2
CKT
1
1
20 A
(EX) ATRIUM RECEPTACLES
4
1
20 A
(#) Spare
1
20 A
(EX) COFFEE/ COOLERS
1
20 A
(EX) VENDING RECEPTACLES
1
20 A
(EX)RECEPTACLES
Circuit Description
Trip
Poles
A
1
0.5 kVA 2.9 kVA
(EX) ELEVATOR SUMP
20 A
3
(EX) AHU-1 SUMP
20 A
1
6
5
(EX) ORCHESTRA PIT SUMP / WHEELCHAIR...
20 A
1
8
7
(EX) THEATRE EGRESS
20 A
1
10
9
(EX) FACP
20 A
1
12
11
(EX) FACP
20 A
1
1
20 A
(EX) RECEPTACLES
14
13
(EX) ELEVATOR CAB LIGHTING
20 A
1
1
20 A
(EX) CYBERCAFE
16
15
(EX) ACCESS CONTROL - 1ST
20 A
1
2
20 A
(EX) VICTORY PERK
18
17
20
19
(EX) GENERATOR BATTERY CHARGER
20 A
1
Phase: 3
Wire: 4
B
C
1.1 kVA 2.9 kVA
Location:
Poles
Trip
Circuit Description
3
30 A
(EX) EMERGENCY DIMMERS
4
1
20 A
(EX) RECEPTACLES
8
1.1 kVA 2.9 kVA
0.3 kVA 0.0 kVA
CKT
2
6
0.5 kVA
10
0.5 kVA 0.5 kVA
0.5 kVA 0.5 kVA
0.5 kVA 0.5 kVA
0.5 kVA
1
20 A
(EX) ACCESS CONTROL
12
1
20 A
(EX) PUB
14
1
20 A
(EX) PUB
16
1
20 A
(EX) CLOCK TOWER PANEL
18
0.2 kVA
20
1
20 A
(EX) UNDERCOUNTER RECEPTACLES
22
21
(EX) GENERATOR HEAT STRIP
20 A
1
1
20 A
(EX) UNDERCOUNTER RECEPTACLES
24
23
(EX) SPARE TOWARDS GENERATOR
20 A
1
1
20 A
(EX)
26
25
26
2
20 A
(EX) CYBERCAFE
28
27
28
30
29
30
1
20 A
(EX)
32
31
32
1
20 A
(EX) SECURITY SYSTEM
34
33
34
1
20 A
(EX) SOUND SYSTEM
36
35
36
0.4 kVA
22
0.5 kVA
24
1
20 A
(EX) CONTROL BOOTH / TRACK LIGHTING
38
37
38
1
20 A
(EX) CONTROL BOOTH / VICTOR PERK
40
39
40
1
20 A
(EX) ICE CREAM MACHINE
42
41
42
2.5 kVA
2.1 kVA
Estimated Demand
0 VA
0 VA
0 VA
0 VA
0 VA
0 VA
Existing Loads
Existing Connected Load
9555 VA
Existing Load Demand Factor
100.00%
Existing Load Demand
9555 VA
Load Classification
Lighting
Receptacle
Misc
Motor
Kitchen Equipment
Water Heater
Panel Totals
Total Connected Load: 9.6 kVA
Connected Load
0 VA
0 VA
0 VA
0 VA
0 VA
0 VA
Total Connected Load:
4.9 kVA
Demand Factor
0.00%
0.00%
0.00%
0.00%
0.00%
0.00%
6.0 kVA
Estimated Demand
0 VA
0 VA
0 VA
0 VA
0 VA
0 VA
Existing Loads
Existing Connected Load
16810 VA
Existing Load Demand Factor
100.00%
Existing Load Demand
16810 VA
XAVIER UNIVERSITY
3800 VICTORY PKWY
CINCINNATI, OH
45207
Total Estimated Demand: 16810 VA
27 A
GALLAGHER
CENTER
STUDENT
CENTER
RENOVATION
5.9 kVA
Panel Totals
Total Connected Load: 16.8 kVA
Total Estimated Demand: 9555 VA
Total Estimated Demand Amps:
Voltage: 208V 3PH
Total Estimated Demand Amps:
47 A
ISSUANCES
Panel Name: SR5-A
CKT
1
Voltage: 208V 3PH
Circuit Description
Trip
USB RECEPTACLES - STUDENT LOUNGE 110
20 A
3
Misc - Projectors - STUDENT LOUNGE 110
20 A
1
5
(G)VM
20 A
1
7
(G)VM
20 A
1
9
(G) FREEZER
20 A
1
11
RECEPTACLE - ROOM 110A, 110, 111
20 A
1
13
THEATRE LIGHTING - STUDENT LOUNGE 110
20 A
1
15
THEATRE LIGHTING - STUDENT LOUNGE 110
20 A
1
17
TRACK LIGHTING - TECHNOLOGY CENTER
20 A
1
19
Receptacle STUDENT LOUNGE 110
20 A
1
21
Receptacle Outside
20 A
1
23
Receptacle STOR 110A - RACK
20 A
1
25
Misc STUDENT LOUNGE 110 - SHADES
20 A
1
27
Receptacle Outside
20 A
1
29
Spare
20 A
1
31
Spare
20 A
1
33
Spare
20 A
1
35
Spare
20 A
1
37
Spare
20 A
1
39
Spare
20 A
1
41
Spare
20 A
1
Load Classification
Receptacle
Motor
Lighting
Misc
Poles
A
1
1.4 kVA 1.4 kVA
Phase: 3
Wire: 4
B
C
0.8 kVA 0.8 kVA
0.8 kVA 0.8 kVA
0.8 kVA 0.8 kVA
0.8 kVA 0.7 kVA
0.7 kVA 0.7 kVA
0.8 kVA 0.8 kVA
0.8 kVA 1.9 kVA
1.5 kVA 1.2 kVA
0.4 kVA 0.4 kVA
0.4 kVA 0.2 kVA
0.4 kVA 0.3 kVA
0.5 kVA 0.7 kVA
0.4 kVA 0.3 kVA
0.0 kVA 0.0 kVA
0.0 kVA 0.0 kVA
0.0 kVA 0.0 kVA
0.0 kVA 0.0 kVA
0.0 kVA 0.0 kVA
0.0 kVA 0.0 kVA
0.0 kVA 0.0 kVA
Total Connected Load:
7.9 kVA
Connected Load
Demand Factor
7020 VA
100.00%
1600 VA
112.50%
5688 VA
125.00%
7020 VA
100.00%
7.0 kVA
Total Estimated Demand: 22.9 kVA
Total Estimated Demand Amps:
63.7 A
Poles
1
Trip
Circuit Description
20 A
USB RECEPTACLES - STUDENT LOUNGE 110
1
20 A
(G)VM
4
1
20 A
(G)VM
6
No.
Description
Date
1
ISSUED FOR BID / PERMIT
03/21/2016
CKT
2
1
20 A
(G)FREEZER
8
1
20 A
RECEPTACLES - STUDENT LOUNGE 110
10
1
20 A
RECEPTACLES - STUDENT LOUNGE 110
12
1
20 A
THEATRE LIGHTING - STUDENT LOUNGE 110
14
1
20 A
TRACK LIGHTING - TECHNOLOGY CENTER
16
1
20 A
Misc STOR 110A - RACK
18
1
20 A
Receptacle Outside
20
1
20 A
RECEPTACLES - STUDENT LOUNGE 110
22
1
20 A
Misc STUDENT LOUNGE 110 - SCREEN
24
1
20 A
Misc - Data Rack
26
1
20 A
Misc FP
28
1
20 A
Spare
30
1
20 A
Spare
32
1
20 A
Spare
34
1
20 A
Spare
36
1
20 A
Spare
38
1
20 A
Spare
40
1
20 A
Spare
42
6.4 kVA
Estimated Demand
7020 VA
1800 VA
7109 VA
7020 VA
Panel Totals
Total Connected Load: 21.3 kVA
Location: STUDENT LOUNGE 110
Additional Notes:
Drawn By
AK
Checked By
PANEL SCHEDULE LEGEND
(EX)
(#)
(G)
(GE)
(ST)
(A)
(L)
(LT)
(->)
=
=
=
=
=
=
=
=
=
EXISTING CIRCUIT TO REMAIN
NEW CIRCUIT TO EXISTING CIRCUIT BREAKER
PROVIDE GROUND-FAULT CIRCUIT INTERRUPTER (GFCI) CIRCUIT BREAKER
PROVIDE GROUND-FAULT EQUIPMENT PROTECTION (GFEP) CIRCUIT BREAKER
PROVIDE SHUNT TRIP CIRCUIT BREAKER
PROVIDE ARC FAULT CIRCUIT INTERRUPTER (AFCI) CIRCUIT BREAKER
PROVIDE LOCK-ON DEVICE
PROVIDE LOCK-OUT/TAG-OUT DEVICE
CONNECT BRANCH CIRCUIT, WHICH WAS DISCONNECTED FROM ANOTHER
SOURCE AS PART OF SELECTIVE DEMOLITION, TO POLE SPACE(S) AND
BREAKER INDICATED, DETERMINE EXACT POLE ASSIGNMENT(S) BASED ON
EXISTING COLOR-CODING OF THE BRANCH CIRCUIT CONDUCTOR INSULATION
PANEL SCHEDULE GENERAL NOTES
A.
B.
C.
PROVIDE HACR RATED BREAKERS ON ALL MOTOR LOADS.
PROVIDE LOCKING TYPE BREAKER FOR ALL LIFE SAFETY AND NIGHT LIGHTING
BRANCH CIRCUITS.
UNLESS INDICATED OTHERWISE ON PLANS OR SCHEDULES, PROVIDE NEW BRANCH
OVERCURRENT PROTECTIVE DEVICE (OPD) BREAKER OR FUSED SWITCH, WITH FUSE,
AS APPLICABLE) IN CASES WHERE NEW CIRCUITS OR FEEDERS ARE SHOWN
CONNECTED TO EXISTING POWER DISTRIBUTION EQUIPMENT. PROVIDE OPD
MANUFACTURED BY THE SAME MANUFACTURER AS THE EXISTING EQUIPMENT IN
WHICH IT WILL BE INSTALLED. PROVIDE A.I.C. RATINGS THAT MEET OR EXCEED THE
RATINGS OF THE EXISTING EQUIPMENT AND OPD's.
DTJ
Client
Number
81
Project
Number
17917
ELECTRIC PANEL
SCHEDULES
EP602
3/18/2016 3:13:36 PM
Supply From: TSR5
Notes: New