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ANGLEATABOVE FINISH FLOORALUMINUMARCHITECTURALBLOCKINGBUILT- UP ROOFCENTERLINECONTROL JOINTCEILINGCENTERCONCRETECONCRETE MASONRY UNITCONTINUOUSDIAMETERDOWN SPOUTDRAWINGEXTERIOREXISTINGEACHEXPANSION JOINTELECTRICALELEVATIONELEVATOREQUIPMENTELECTRIC WATER COOLERFINISHFLOOR DRAINFACE OF FINISHFACE OF STUDFIRE RETARDENTFIELD VERIFYGAUGEGYPSUM BOARDHOLLOW METALHORIZONTALHEIGHTHEATING VENTILATION AIR-CONDITIONINGINSIDE DIAMETERINSULATIONJOINTLAVATORYMAXIMUMMECHANICALMANUFACTURERMINIMUMMASONRY OPENINGNOT IN CONTRACTNOMINALNOT TO SCALEON CENTEROUTSIDE DIAMETEROPENINGOPPOSITEPAINTPAIRPLATE, PROPERTY LINEPRESSURE TREATEDRADIUSREQUIREDROOF DRAINROUGH OPENINGSQUARE FEETSIMILARSPECIFICATIONSSTAINLESS STEELSTANDARDSTRUCTURALSUSPENDEDTOP OF STEELTOP OF WALLTYPICALUNLESS NOTED OTHERIWSEVERTICALVINYL COMPOSITION TILEWITHWATER CLOSETWATER RESISTANTWELDED WIRE FABRICWOOD
@AFFALUMARCHBLKGBU
CJCLGCTRCONCCMUCONTDIADSDWGEXTEXISTEAEJELECELELEVEQUIPEWCFINFDFOFFOSFRFVGAGYP BDHMHORIZHTHVACIDINSULJTLAVMAXMECHMFRMINMONICNOMNTSOCODOPNGOPPPPRPLPTR, RADREQDRDROSFSIMSPECSSSTDSTRSUSPTOSTOWTYPUNOVERTVCTW/WCWRWWFWD
CL
PLAN DETAIL REFERENCE
ROOM TAG SYMBOL
WALL SECTION / DETAIL SECTIONREFERENCE
DOOR SYMBOL
ALTERNATE WALL SECTION REFERENCE
BUILDING SECTION REFERENCE
FIRE RATED WALL SYMBOLS
REVISION SYMBOL
DETAIL NUMBER
WHERE DETAIL IS SHOWN
DETAIL NUMBER
WHERE DETAIL IS SHOWN
WALL SECTION / DETAIL NUMBER
WHERE WALL SECTION / DETAIL IS SHOWN
ROOM NAME
ROOM NUMBER
DOOR NUMBER
FRAME TYPE
DOOR TYPE
DIMENSION TO FACE OR EDGE
DIMENSION TO CENTERLINE
ELEVATION ABOVE SEA LEVELITEM IDENTIFIED
WINDOW / STOREFRONT / CURTAIN WALL / LOUVER TYPE
PARTITION TYPE
FIRE EXTINGUISHER RECESSED IN WALL CABINET
FIRE EXTINGUISHER MOUNTED ON WALL BRACKETS
FD - FLOOR DRAIN
BUILDING SECTION NUMBERWHERE BUILDING SECTION IS SHOWN
WALL SECTION / DETAIL NUMBER
WHERE WALL SECTION / DETAIL IS SHOWN
TOP = TOP HALF OF WALL FOR PARTICULAR LEVEL
BOT = BOTTOM HALF OF WALL FOR PARTICULAR LEVEL
WALL SECTION / DETAIL NUMBERWHERE WALL SECTION / DETAIL IS SHOWN
SIM = SIMILAR CONDITIONOH = OPPOSITE HAND CONDITIONOPP = OPPOSITE HAND CONDITIONROT = ROTATED CONDITION
ONE-HOUR FIRE-RATED WALL ASSEMBLY
TWO-HOUR FIRE-RATED WALL ASSEMBLY
FOUR-HOUR FIRE-RATED WALL ASSEMBLY
SEE PARTITION TYPES FOR UL DESIGN NO'S.
BRICK VENEER / CMU CONTROL JOINT
TOILET / LOCKER ROOM ACCESSORY SYMBOL
GYPSUM BOARD CONTROL JOINT
INDICATES A CHANGE INORIENTATION OF CUT PLANE(INTERIOR ELEVATION ONLY)
CLOUD AROUND REVISION
EXTERIOR WALL / ROOF CONSTRUCTION TYPE
TITLESCALE: 1'-0" = 1'-0" REF: 1/A1.1
1A1.1
LOCATION OF DETAILCUT (AS SHOWN)
1
A1.1
1
A1.1
1
BOT
TOP
SIM
001ADX FX
S1
1A
FE-C FE-C
100RECEPTION
1
A1.1
1
A1.1
1
A1.1
1
A1.1
EXPANSION JOINT TYPEA
26
26
95
2620
85 38577
20
95
26 CAROLINA
GEORGIA
NORTH
ATLANTIC OCEAN
COLUMBIA
STATE OFSOUTH CAROLINA
MAPNORTH
NOTE:DIMENSIONS AND CLEARANCES SHOWN MUST BE PROVIDEDAT ALL DOORS. CONTRACTOR SHALL REVIEW FIELD LAYOUTAND CONFIRM THAT ALL OF THE APPROPRIATE CLEARANCESARE PROVIDED. ANY DISCREPANCIES SHALL BE BROUGHT TOTHE ARCHITECT'S ATTENTION. ANY REMEDIAL WORK THATSHOULD HAVE BEEN AVOIDED BY BRINGING DISCREPANCIESTO THE ARCHITECT'S ATTENTION SHALL BE AT THECONTRACTOR'S EXPENSE.
TWO HINGED DOORS IN A SERIES
HINGE SIDE APPROACHES
FRONT APPROACHES
LATCH SIDE APPROACHES
4'- 0" MIN.
PULL SIDE
3'- 0" MIN.
3'- 6" MIN.
54" M
IN.
60" M
IN.
PULL SIDE
PUSH SIDE
PUSH SIDE
PUSH SIDE
PULL SIDE
5'- 0
" MIN
.
1'-6" MIN
4'-0"
MIN
.
2'- 0" MIN.54" M
IN.
IF D
OOR
HAS
CLOS
ER
2'- 0" MIN.
3'- 6
" MIN
.48
" MIN
.IF
DOO
R HA
S CL
OSER
1'- 0" MIN. IF DOOR HAS BOTHCLOSER AND LATCH
4'- 0
" MIN
.
4'- 6" MIN.
3'- 6
" MIN
.48
" MIN
. IF D
OOR
HAS
BOTH
CLO
SER
AND
LATC
H
COMPACTED EARTH
POROUS FILL (STONE OR GRAVEL)
CONCRETE
CONCRETE MASONRY UNIT (CMU)
BRICK
SAND, PLASTER, CEMENT, GROUT
STEEL
WOOD (ROUGH)
WOOD (FINISHED)
PLYWOOD
BATT INSULATION
GYPSUM BOARD
RIGID INSULATION
CIVIL
LANDSCAPE
C1.0 EXISTING CONDITIONS - SITE DEMO PLANC2.0 SITE LAYOUT PLANC3.0 GRADING AND DRAINAGE PLANC4.0 SEDIMENT AND EROSION CONTROL PLANC5.0 SITE DETAILS
L1.0 LANDSCAPE PLAN
S0.1 NOTES AND TYPICAL DETAILSS1.1 FOUNDATION AND ROOF FRAMING PLANSS2.1 WALL SECTIONS
M1.1 FIRST FLOOR PLAN, DETAILS, NOTES, SCHEDULES, AND LEGEND
P1.1 FIRST FLOOR PLANSP2.1 DETAILS, NOTES, SCHEDULE, AND LEGEND
E1.0 ELECTRICAL DEMOLITION PLANE2.0 ELECTRICAL RENOVATION PLANE3.0 PANELBOARD SCHEDULE & DETAILS
STRUCTURAL
MECHANICAL
PLUMBING
ELECTRICAL
AREA OF WORK
BUILDING CODE REVIEW INFORMATION:1. OCCUPANCY
A. TYPE OF EXISTING BUILDING OCCUPANCY: ASSEMBLY GROUP: A-3B. ADJACENT EXISTING OCCUPANCY: ASSEMBLY GROUP: A-4
C. RENOVATED OCCUPANCY: BUSINESS GROUP: B (FIELD SUPPORT OFFICE)ASSEMBLY GROUP: A-3 WEIGHT ROOM
2. TYPE OF CONSTRUCTION: EXISTING CONSTRUCTIONA. ASSUMED CONSTRUCTION CLASSIFICATION: TYPE IA
3. SPRINKLERS: X NO YES
4. STANDPIPES: X NO YES
5. HIGH RISE: X NO YES
6. GENERAL BUILDING DESIGN, ALLOWABLE AREA, AND HEIGHT:3305 GSF WITHIN EXISTING FIRST FLOOR SPACE OF EXISTING 273,000 SF, 3-STORY STRUCTURE.
EGRESS OCCUPANCY CALCULATIONS
OCCUPANCY TYPE (PER SPACE) OCCUPANCYFLOOR AREA
FLOOR AREA INSF/OCCUPANT
DESIGNOCCUPANT LOAD
FIRE RESISTANCE RATING OF BUILDING ELEMENTS - EXISTING BUILDING ASSUMED TYPE IB
BUILDINGELEMENT
RATING ASREQUIRED
RATING ASDESIGNED
TESTING AGENCY &DESIGN NUMBER
PRIMARY STRUCTURAL FRAME
BEARING WALLS, EXTERIOR
BEARING WALLS, INTERIOR
NONBEARING WALLS & PARTITIONS,EXTERIOR
NONBEARING WALLS & PARTITIONS,INTERIOR
FLOOR CONSTRUCTION ANDSECONDARY MEMBERS
ROOF CONSTRUCTION ANDSECONDARY MEMBERS
FIRE WALLS
FIRE BARRIERS
SHAFT ENCLOSURES
FIRE PARTITIONS
(IN HOURS) (IN HOURS) (UL, FM, ETC.)
(PER IBC TABLE 601)
(PER IBC TABLE 601)
(PER IBC TABLE 601)
(PER IBC TABLE 602)
(PER IBC TABLE 601)
(PER IBC TABLE 601)
(PER IBC TABLE 601)
(PER IBC SECTION 706)
(PER IBC SECTION 707)
(PER IBC SECTION 708)
(PER IBC SECTION 709 & TABLE 1018.1)
2 EXISTING
2
2
0
0 0
2
1
2
N/A
1 1
3
FIRE SEPARATION DISTANCE ≥ 30' = 0[TABLE 602]
1450 GROSS/EXERCISE ROOM675
EXISTING
BUSINESS (FIELD SUPPORT OFFICE)
EXERCISE ROOM (WEGITH ROOM)
EXISTING TOTAL OCCUPANT LOAD(BEFORE RENOVATION)
61
PLUMBING INFORMATION:
1. WATER SYSTEM: SERVICE LINE SIZE: 1-1/2 INCHES PEAK: 42 GPM TOTAL DEMAND: 30 F.U.2. SANITARY SEWER SYSTEM LOADING: 1440 GPD3. SERVICE LINE SIZE: 4 INCHES SLOPE: 0.125 INCHES PER FOOT
ELECTRICAL INFORMATION:
1. SERVICE TRANSFORMER: BY UTILITY 150 KVA PRIMARY, 12.72 KV/3-PHASE
2. PROVIDE THE FOLLOWING SERVICE INFORMATION: --SERVICE VOLTAGE/PHASE: EXISTINGSERVICE ENTRANCE CONDUCTORS SIZE: EXISTINGTOTAL CONNECTED LOAD: EXISTINGESTIMATED MAXIMUM DEMAND: EXISTINGAVAILABLE FAULT CURRENT IN SYMMETRICRAL AMPERES: EXISTINGINTERRUPTING CAPACITY OF SERVICE OVERCURRENT DEVICE: EXISTINGTYPE OF GROUNDING ELECTRODE SYSTEM(S) PER NEC 250-C: EXISTING
3. EMERGENCY GENERATOR: NO4. EXIT/EMERGENCY LIGHTS BACKUP POWER: INTEGRAL BATTERY5. FIRE ALARM SYSTEM: ADDRESSABLE6. LIGHTNING PROTECTION PROVIDED: NO7. COMMUNICATIONS COORDINATED: NOT REQUIRED
STRUCTURAL DESIGN INFORMATION:
* EXISTING STRUCTURE TO REMAIN
PROJECT DESIGNED IN ACCORDANCE WITH:1. INTERNATIONAL BUILDING CODE (IBC), 2012 EDITION2. INTERNATIONAL EXISTING BUILDING CODE (IEBC), 2012 EDITION3. INTERNATIONAL FIRE CODE (IFC), 2012 EDITION4. INTERNATIONAL ENERGY CONSERVATION CODE (IECC), 2009 Edition5. INTERNATIONAL FUEL GAS CODE (IFGC), 2012 EDITION6. INTERNATIONAL MECHANICAL CODE (IMC), 2012 EDITION7. INTERNATIONAL PLUMBING CODE (IPC), 2012 EDITION8. NATIONAL ELECTRICAL CODE (NEC) [NFPA-70], 2011 EDITION9. NATIONAL ELECTRICAL SAFETY CODE, ANSI-C2-2007 EDITION10. STATE FIRE MARSHAL RULES, REGULATIONS, AND POLICIES - LATEST EDITION11. ASHRAE/IESNA 90.1-2007, ENERGY EFFICIENT DESIGN OF NEW BUILDINGS12. ICC/ANSI - A117.1 - 2009, ACCESSIBLE AND USABLE BUILDINGS AND FACILITIES
OCCUPANCYFLOOR AREA
FLOOR AREA INSF/OCCUPANT
DESIGNOCCUPANT LOAD
7100 GROOS675
2330
NEW TOTAL OCCUPANT LOAD 54
EXISTING EGRESS OCCUPANCY CALCULATIONS EGRESS OCCUPANCY CALCULATIONS
PLUMBING FIXTURE CALCULATIONS:
* NEW TOILET AND SINK PROVIDED FOR CONVENIENCE. DECREASED OCCUPANCY LOAD DOES NOTREQUIRE ADDITIONAL PLUMBING FIXTURES.
GENERAL DESIGN INFORMATION:
* SEE IBC 508.2. THE RENOVATED AREA (3005 SF) IS AN ACCESSORY OCCUPANCY TO THE EXISTING BUILDING (APPROX. 237,000SF). NOSEPARATION IS REQUIRED BETWEEN ACCESSORIE OCCUPANCIES AND THE MAIN OCCUPANCY.* SEE IBC TABLE 1018.1. A 1 HOUR FIRE-RESISTANCE RATING IS REQUIRED AT CORRIDORS.* ALL AREAS NOT INCLUDED IN THE RENOVATION SCOPE ARE TO REMAIN AS CURRENTLY DESIGNED.
EXISTING
EXISTING
EXISTING
EXISTING
EXISTING
CORRIDOR FIRE-RESISTANCE RATING[TABLE 1018.1]
EXISTING
EXISTING
STRUCTURAL DESIGN INFORMATION:
* SEE S0.1 FOR STRUCTURAL CODE INFORMATION
4750 GROSS/EXERCISE ROOM2330 50 GROSS/EXERCISE ROOM 47
PRO
JEC
T N
O.
DATE
DRAWING NO.
DRA
WN
BY:
CH
ECK
ED B
Y:
THIS
DRA
WIN
G A
ND T
HE D
ESIG
NTH
EREO
N AR
E TH
E PR
OPE
RTY
OF T
HEG
ARVI
N DE
SIGN
GRO
UP, I
NC.
THE
REPR
ODUC
TION
, COP
YING
, OR
USE
OFTH
IS D
RAW
ING
WIT
HOUT
THE
WRI
TTEN
CONS
ENT
OF T
HE G
ARVI
N DE
SIGN
GRO
UP IS
PRO
HIBI
TED
AND
ANY
INFR
INGE
MEN
T W
ILL
BE S
UBJE
CT T
OLE
GAL
ACT
ION.
@20
03 G
ARVI
N DE
SIGN
GRO
UP, I
NC.
PRO
JEC
T TI
TLE
A/E
SEA
LA
/E S
EAL
DR
AW
ING
TIT
LE
5/7/
2014
3:1
2:34
PM
T1.1U340
.13
05.0
7.14
TITL
E SH
EET
AND
KEY
PLAN
Auth
or
Chec
ker
BLAT
T WEI
GHT R
OOM
RENO
VATIO
NUN
IVER
SITY
OF
SOUT
H CA
ROLI
NA
1300
Whe
at S
treet
Colum
bia, S
C 29
208
Proje
ct Nu
mbe
r: H2
7-Z1
46
BLATT WEIGHT ROOM RENOVATIONBLATT PHYSICAL EDUCATION CENTERUNIVERSITY OF SOUTH CAROLINA
1300 WHEAT STREETCOLUMBIA, SOUTH CAROLINA 29208
Project Number H27-Z146/Architect's Project Number: U340.13
07 MAY 2014VOLUME 1 OF 1
BID DOCUMENTS
ABBREVIATIONS ARCHITECTURAL SYMBOLS
LOCATION MAP MANUVERING CLEARNACES
MATERIAL DESIGNATIONS
INDEX TO DRAWINGS
REFERENCED ON: 1/32" = 1'-0"T1.1 A4.11 KEY PLAN - GROUND FLOOR/FIRST FLOOR
REV
ISIO
NS
NO
.NA
ME
DATE
CODE INFORMATION
ARCHITECTURALA1.1 FIRST FLOOR PLANA2.1 FIRST FLOOR REFLECTED CEILING PLANA3.1 PARTITION TYPES, ENLARGED PLANS & PLAN DETAILSA4.1 BUILDING ELEVATIONSA6.1 WALL SECTIONSA7.1 DOORS SCHEDULES, DOOR TYPES, AND STOREFRONTA8.1 FINISHES
LIFE SAFETYX1.1 LIFE SAFETY FIRST FLOOR PLAN
DEMOLITIOND1.1 FIRST FLOOR DEMOLITION PLAND2.1 FIRST FLOOR DEMOLITION REFLECTED CEILING PLAN
TITLE SHEETT1.1 TITLE SHEET AND KEY PLAN
DN
WEIGHT ROOM@50 GSF / PERSON
[2330 SF = 47P]
24P
685
685
80' TRAVEL DIST.
IBC TABLE 1015.1ONE EXIT REQUIRED
< 49 OCCUPANTS
24P
FIELD SUPPORT OFFICE@100 GSF / PERSON
[675 SF = 7P]
IBC TABLE 1015.1ONE EXIT REQUIRED
< 49 OCCUPANTS
681
4P
6814P
DOOR TO REMAIN LOCKEDBETWEEN OCCUPANCIES,
NOT AN EXIT
IBC TABLE 1015.1ONE EXIT REQUIRED
< 49 OCCUPANTS
30' TRAVEL DIST.
EXISTING EGRESS DECREASEDBY 7 OCCUPANTS
EXISTING EGRESS TO REMAINTHE SAME
54' TRAVEL DIST.
FIRE EXTINGUISHER RECESSED IN WALL CABINET
FIRE EXTINGUISHER MOUNTED ON WALL BRACKETS
ONE-HOUR FIRE-RATED WALL ASSEMBLYTWO-HOUR FIRE-RATED WALL ASSEMBLYHALF-HOUR FIRE-RATED WALL ASSEMBLY
SEE PARTITION TYPES FOR UL DESIGN NO'S.
FE-CFE-C
EXIT LIGHTS - SEE ELECTRICALDRAWINGS FOR LOCATIONS
REQUIRED EGRESS WIDTH AT DOOR, IN INCHESEGRESS WIDTH PROVIDED AT DOOR, IN INCHES
EGRESS WIDTH SYMBOLS
534
4' - 0"(3'-8") REQUIRED EGRESS WIDTH AT PASSAGE
EGRESS WIDTH PROVIDED AT PASSAGE
23 # OF PEOPLE/DIRECTION OF TRAVEL
[9,960 SF = 50P] NET (OR GROSS) SQ. FT./# OF PEOPLE (OCCUPANCY OF SPACE)
TRAVEL DISTANCE LEGEND246'-1"
TRAVELDIST.
200' TO EXIT FROM REMOTE CORNER
EXSITING WALL TO REMAIN
1. SEE CODE RELATED INFORMATION ON SHEET T1.1
2. MAXIMUM TRAVEL DISTANCE TO AN EXIT = 200 FEET
3. EXIT SIGNS ARE SHOWN ON ELECTRICAL DRAWINGS
PRO
JEC
T N
O.
DATE
DRAWING NO.
DRA
WN
BY:
CH
ECK
ED B
Y:
THIS
DRA
WIN
G A
ND T
HE D
ESIG
NTH
EREO
N AR
E TH
E PR
OPE
RTY
OF T
HEG
ARVI
N DE
SIGN
GRO
UP, I
NC.
THE
REPR
ODUC
TION
, COP
YING
, OR
USE
OFTH
IS D
RAW
ING
WIT
HOUT
THE
WRI
TTEN
CONS
ENT
OF T
HE G
ARVI
N DE
SIGN
GRO
UP IS
PRO
HIBI
TED
AND
ANY
INFR
INGE
MEN
T W
ILL
BE S
UBJE
CT T
OLE
GAL
ACT
ION.
@20
03 G
ARVI
N DE
SIGN
GRO
UP, I
NC.
PRO
JEC
T TI
TLE
A/E
SEA
LA
/E S
EAL
DR
AW
ING
TIT
LE
5/7/
2014
3:1
2:48
PM
X1.1U340
.13
05.0
7.14
LIFE
SAF
ETY
FIRS
T FL
OOR
PLAN
Auth
or
Chec
ker
BLAT
T WEI
GHT R
OOM
RENO
VATIO
NUN
IVER
SITY
OF
SOUT
H CA
ROLI
NA
1300
Whe
at S
treet
Colum
bia, S
C 29
208
Proje
ct Nu
mbe
r: H2
7-Z1
46
REV
ISIO
NS
NO
.NA
ME
DATE
REFERENCED ON: 1/4" = 1'-0"X1.11 LIFE SAFETY FIRST FLOOR PLAN
LEGEND - LIFE SAFETY
GENERAL NOTES - LIFE SAFETY
1/3
0/2
01
4 1
:1
6:5
6 P
M
PR
OJE
CT
N
O.
DA
TE
DRAWING NO.
DR
AW
N B
Y:
CH
EC
KE
D B
Y:
PR
OJE
CT
T
IT
LE
A/E
S
EA
LA
/E
S
EA
LD
RA
WIN
G T
IT
LE
RE
VIS
IO
NS
NO
.N
AM
ED
AT
E
13
00
W
he
at S
tre
et
Co
lu
mb
ia
, S
C 2
92
01
Pro
je
ct N
um
be
r H
27
-Z
14
6
1/3
0/2
01
4 1
:1
6:5
6 P
M
PR
OJE
CT
N
O.
DA
TE
DRAWING NO.
DR
AW
N B
Y:
CH
EC
KE
D B
Y:
PR
OJE
CT
T
IT
LE
A/E
S
EA
LA
/E
S
EA
LD
RA
WIN
G T
IT
LE
RE
VIS
IO
NS
NO
.N
AM
ED
AT
E
13
00
W
he
at S
tre
et
Co
lu
mb
ia
, S
C 2
92
01
Pro
je
ct N
um
be
r H
27
-Z
14
6
1/3
0/2
01
4 1
:1
6:5
6 P
M
PR
OJE
CT
N
O.
DA
TE
DRAWING NO.
DR
AW
N B
Y:
CH
EC
KE
D B
Y:
PR
OJE
CT
T
IT
LE
A/E
S
EA
LA
/E
S
EA
LD
RA
WIN
G T
IT
LE
13
00
W
he
at S
tre
et
Co
lu
mb
ia
, S
C 2
92
01
Pro
je
ct N
um
be
r H
27
-Z
14
6
RE
VIS
IO
NS
NO
.N
AM
ED
AT
E
1/3
0/2
01
4 1
:1
6:5
6 P
M
PR
OJE
CT
N
O.
DA
TE
DRAWING NO.
DR
AW
N B
Y:
CH
EC
KE
D B
Y:
PR
OJE
CT
T
IT
LE
A/E
S
EA
LA
/E
S
EA
LD
RA
WIN
G T
IT
LE
RE
VIS
IO
NS
NO
.N
AM
ED
AT
E
SILT FENCES
GENERAL
TEMPORARY DIVERSIONS
REMOVAL OF SEDIMENT CONTROL SYSTEMS
INSPECTION AND MAINTENANCE
STABILIZATION OF DISTURBED AREAS
STORM DRAINAGE STRUCTURES
13
00
W
he
at S
tre
et
Co
lu
mb
ia
, S
C 2
92
01
Pro
je
ct N
um
be
r H
27
-Z
14
6
1/3
0/2
01
4 1
:1
6:5
6 P
M
PR
OJE
CT
N
O.
DA
TE
DRAWING NO.
DR
AW
N B
Y:
CH
EC
KE
D B
Y:
PR
OJE
CT
T
IT
LE
A/E
S
EA
LA
/E
S
EA
LD
RA
WIN
G T
IT
LE
RE
VIS
IO
NS
NO
.N
AM
ED
AT
E
CONCRETE SIDEWALK
C4.0
1
CONCRETE CURB & GUTTER
C4.0
2
CONCRETE SIDEWALK JOINTS
C4.0
3
NOTES:
SECTION
2'x2' DROP INLET
C4.0
5
TAPERED CURB
C4.0
4
24" DRAIN BASIN WITH PED. GRATE
C4.0
6
C4.0
7
CONCRETE WASHOUT
SANITARY CLEANOUT
C5.2
3
13
00
W
he
at S
tre
et
Co
lu
mb
ia
, S
C 2
92
01
Pro
je
ct N
um
be
r H
27
-Z
14
6
1/3
0/2
01
4 1
:1
6:5
6 P
M
PR
OJE
CT
N
O.
DA
TE
DRAWING NO.
DR
AW
N B
Y:
CH
EC
KE
D B
Y:
PR
OJE
CT
T
IT
LE
A/E
S
EA
LA
/E
S
EA
LD
RA
WIN
G T
IT
LE
RE
VIS
IO
NS
NO
.N
AM
ED
AT
E
13
00
W
he
at S
tre
et
Co
lu
mb
ia
, S
C 2
92
01
Pro
je
ct N
um
be
r H
27
-Z
14
6
DN
FIELD SUPPORT OFFICE140
STAIRST06
OFFICE101F
OFFICE101G
OFFICE101H
HALLH116
OFFICE141
ELEC142
STAIRSTO5
1A6.1
D1
D1
D3
D3
D10
D2
D4
D4
D4
D4
4' - 0
" F.V
.EX
IST.
MIR
RORS
TO
REM
AIN
20' -
10"
F.V
.EX
IST.
MIR
RORS
TO
REM
AIN
7' - 6
" F.V
.
EXIS
T. M
IRRO
RSTO
REM
AIN
EXIST. MIRRORS TO REMAIN
D4
D4
D4
D4
D4
D4
D4
D4 D4 D4 D4 D4 D4 D4
D5
D12
D4
D6
A4.1 1
D7
D7
D8
D8
D8
D8
D9
D9
D9
D9
D9
D9
D9
D9
D9
WEIGHT ROOM137
HALL138
HALLH111
STORAGE136J
HALLH114
WOMEN'S LOCKERROOM136G
SHOWER136I
CLASSROOM135
ELEVATOREV
HALLH126
D10
D10
D11
D12
D1
D2
SELECTIVE REMOVAL OF EXISTING BRICK AND CMU WALLTO ALLOW FOR NEW OPENING. SEE FLOOR PLAN,STOREFRONT TYPES, BUILDING ELEVATIONS, AND WALLSECTIONS FOR LOCATION AND DIMENSIONS. SEESTRUCTURAL. SAVE, PROTECT, AND STORE EXISTINGBRICK TO PATCH OPENINGS AS REQUIRED.
CAREFULLY REMOVE, PROTECT AND STORE EXISTINGRUBBER FLOOR AS REQUIRED FOR INSTALLATION OFNEW CONSTRUCTION. USE EXISTING RUBBER FLOOR TOPATCH FINISHED FLOOR AS NECESSARY. PROTECTADJACENT EXISTING FLOOR FINISH TO REMAIN.
PROTECT EXISTING FLOORING THROUGHOUT U.N.O.
REMOVED EXISTING WALL MIRROR, INCLUDINGASSOCIATED TOP AND BOTTOM RAIL. EXISTINGMIRRORS NOT DESIGNATED D4 TO REMAIN. PROTECTTHROUGHOUT CONSTRUCTION. PREPARE NEWLYEXPOSED WALL SURFACE FOR NEW FINISH, TYP.
REMOVE EXISTING CHAIR RAIL, WAINSCOATING ANDPROTECTIVE BASE COMPLETELY. PREPARE NEWLYEXPOSED WALL SURFACE FOR NEW FINISH, TYP. SEEDETAIL 4/A8.1.
EXISTING DRINKING FOUNTAIN TO REMAIN.
SEE CIVIL DRAWINGS FOR FULL SCOPE AND EXTENT OFSITE DEMOLITION.
D3
D4
D5
D6
D7
REMOVE PARTIAL CMU AND BRICKADJACENT TO NEW OPENING AND TOOTH INBRICK AND CMU TO PREPARE FLUSHSURFACE FOR STOREFRONT INSTALLATION.PAINT NEW CMU TO MATCH EXISTINGADJACENT MATERIAL AND NEW BRICK TOMATCH EXISTING.
D8
CAREFULLY REMOVE, PROTECT AND STOREEXISTING RUBBER FLOOR AS RQUIRED FORINSTALLATION OF NEW CONSTRUCTION. REINSTALLEXISTING RUBBER FLOOR AFTER INSTALLATION OFNEW CONSTRUCTION. G.C. TO PROVIDE NEW FLOORIF DAMAGED DURING DEMOLITION/CONSTRUCTION.PROTECT ADJACENT EXISTING RUBBER FLOORINGTO REMAIN.
D10
EXISTING COLUMN TO REMAIN.D9
REMOVE EXISTING DOOR AND FRAME IN FIELD.SEE FLOOR PLAN, DOOR SCHEDULE, ANDDETAILS FOR NEW DOOR AND FRAME TO BEINSTALLED.
D11
EXISTING CHAIR RAIL, WAINSCOAT AND EXISTINGBASE TO REMAIN. SEE SHEET A8.1 FOR DETAILS.
D12
DIMENSIONS INDICATED ON THESE DRAWINGS ARE FACE OF MASONRY, FACE OFSTUD WALL, FACE OF STOREFRONT, OR CENTERLINE OF COLUMN UNLESSOTHERWISE INDICATED. VERIFY EXACT DIMENSIONS IN FIELD. NOTIFY ARCHITECTIMMEDIATELY IF ANY CONDITION VARIES FROM DOCUMENTS.
EXISTING ADJACENT FLOOR SURFACES TO REMAIN, UNLESS OTHERWISE NOTED.PROTECT DURING DEMOLITION AND CONSTRUCTION.
CLEAN ALL SURFACES, INCLUDING ADJACENT FLOORS, WALLS, ETC AFFECTEDBY DEMOLITION AND CONSTRUCTION ASSOCIATED WITH THESE DOCUMENTS.
REPAINT EXISTING ADJACENT WALL AREAS DAMAGED BY NEWDEMOLITION/CONSTRUCTION TO MATCH EXISTING.
ALL EXISTING COLUMNS ARE TO REMAIN. PROTECT TRHOUGHTOUTCONSTRUCTION.
HAZARDOUS MATERIALS ARE PRESENT IN THE SCOPE OFDEMOLITION/CONSTRUCTION. A REPORT ON THE PRESENCE OF HAZARDOUSMATERIALS IS ON FILE FOR REVIEW. HAZARDOUS MATERIALS SHALL BEREMOVED BY OWNER PRIOR TO THE START OF DEMOLITION/CONSTRUCTION.
CONTACT OWNER UPON DISCOVERY OF ANY SUSPECTED ASBESTOS-CONTAINING MATERIAL OR OTHER SUSPECTED HAZARDOUS MATERIALS NOTSHOWN TO BE REMOVED WITHIN THE PROJECT SCOPE.
1.
2.
3.
4.
5.
6.
7.
EXSITING WALL TO REMAIN
EXISTING WALL TO BE DEMOLISHED
EXISTING DOOR TO BE DEMOLISHED
EXISTING DOOR TO BE REMAIN
HATCHED AREA INDICATES AREA/SCOPE TO BEDEMOLISHED. SEE DEMOLITION KEY NOTES FORSPECIFIC NOTES.
EXTENTS OF DEMOLITION. REMOVE PARTIALCMU AND BRICK ADJACENT TO NEWOPENING AND TOOTH IN BRICK AND CMU TOPREPARE OPENING FOR STOREFRONTINSTALLATION. PAINT NEW CMU TO MATCHEXISTING ADJACENT MATERIAL AND NEWBRICK TO MATCH EXISTING.
PRO
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T N
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DATE
DRAWING NO.
DRA
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BY:
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5/7/
2014
3:1
2:11
PM
D1.1U340
.13
05.0
7.14
FIRS
T FL
OOR
DEMO
LITI
ON P
LAN
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or
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REFERENCED ON: 1/4" = 1'-0"D1.11 FIRST FLOOR DEMOLITION PLAN
KEYNOTES - FIRST FLOOR DEMOLITION PLAN
GENERAL NOTES - FIRST FLOOR DEMOLITION PLAN
REV
ISIO
NS
NO
.NA
ME
DATE
LEGEND - DEMOLITION PLAN
A4.1 2
1A6.1
D1
D1
D3 D3
D3
D7 D7
D2
D2
D2 D2
D2
9' - 6"8' - 0"9' - 6"
D6
D6
D6
D6
D6
D6
D6 D6
D6
D6
D5
D4D4D4
D7
D4
D1
D2
SELECTIVE REMOVAL EXISTING BRICK AND CMU WALLTO ALLOW FOR NEW OPENING. SEE FLOOR PLAN,STOREFRONT TYPES, BUILDIING ELEVATIONS ANDWALL SECTIONS FOR LOCATION AND DIMENSIONS.SEE STRUCTURAL. SAVE, PROTECT AND STOREEXISTING BRICK TO PATCH OPENINGS AS REQUIRED.
REMOVE EXISTING LIGHT FIXTURE, SEE ELCTRICAL.
REMOVE EXISTING LAY-IN CEILING AND GRIDCOMPLETELY. PREPARE ALL SURFACES, DUCTWORKTO REMAIN, PIPES, ETC. TO RECEIVE PAINT.
SEE MECHANICAL. EXISTING MECHANICAL DUCT TOREMAIN.
SELECTIVELY REMOVE, PROTECT AND REINSTALLEXISTING ACOUSTIC CEILING TILE AND GRID ASREQUIRED FOR INSTALLATION OF NEW PLUMBINGLINES. SEE PLUMBING.
EXISTING LIGHT FIXTURE TO REMAIN, SEE ELECTRICAL.
REMOVE, SAVE, PROTECT AND REINSTALL EXISTINGLIGHT FIXUTRE AFTER REMOVAL OF CEILING. SEE A2.1AND ELECTRICAL.
D3
D4
D5
D6
D7
DIMENSIONS INDICATED ON THESE DRAWINGS ARE FACE OF MASONRY, FACE OFSTUD WALL, FACE OF STOREFRONT, OR CENTERLINE OF COLUMN UNLESSOTHERWISE INDICATED. VERIFY EXACT DIMENSIONS IN FIELD. NOTIFYARCHITECT IMMEDIATELY IF ANY CONDITION VARIES FROM DOCUMENTS.
EXISTING ADJACENT FLOOR SURFACES TO REMAIN, UNLESS OTHERWISE NOTED.PROTECT DURING DEMOLITION AND CONSTRUCTION.
CLEAN ALL SURFACES, INCLUDING ADJACENT FLOORS, WALLS, ETC AFFECTEDBY DEMOLITION AND CONSTRUCTION ASSOCIATED WITH THESE DOCUMENTS.
REPAINT EXISTING ADJACENT WALL AREAS DAMAGED BY NEWDEMOLITION/CONSTRUCTION TO MATCH EXISTING.
ALL EXISTING COLUMNS ARE TO REMAIN. PROTECT TRHOUGHTOUTCONSTRUCTION.
HAZARDOUS MATERIALS ARE PRESENT IN THE SCOPE OFDEMOLITION/CONSTRUCTION. A REPORT ON THE PRESENCE OF HAZARDOUSMATERIALS IS ON FILE FOR REVIEW. HAZARDOUS MATERIALS SHALL BEREMOVED BY OWNER PRIOR TO THE START OF DEMOLITION/CONSTRUCTION.
CONTACT OWNER UPON DISCOVERY OF ANY SUSPECTED ASBESTOS-CONTAINING MATERIAL OR OTHER SUSPECTED HAZARDOUS MATERIALS NOTSHOWN TO BE REMOVED WITHIN THE PROJECT SCOPE.
1.
2.
3.
4.
5.
6.
7.
PRO
JEC
T N
O.
DATE
DRAWING NO.
DRA
WN
BY:
CH
ECK
ED B
Y:
THIS
DRA
WIN
G A
ND T
HE D
ESIG
NTH
EREO
N AR
E TH
E PR
OPE
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THE
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, OR
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IS D
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A/E
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TIT
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5/7/
2014
3:1
2:23
PM
D2.1U340
.13
05.0
7.14
FIRS
T FL
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DEMO
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FLEC
TED
CEIL
ING
PLAN
Auth
or
Chec
ker
BLAT
T WEI
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SITY
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NA
1300
Whe
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46
REFERENCED ON: 1/4" = 1'-0"D2.1 A4.11 FIRST FLOOR DEMOLITION REFLECTED CEILING PLAN
KEYNOTES - FIRST FLOOR DEMOLITION PLAN
REV
ISIO
NS
NO
.NA
ME
DATE
GENERAL NOTES - RCP DEMOLITION PLAN
DNSEE T1.1 FOR MINIMUM REQUIRED ADA MANEUVERING CLEARANCES. VERIFYEXACT FEB AND FEC LOCATIONS WITH ARCHITECT - CENTER FEC'S ON VERTICALMORTAR JOINTS IN EXPOSED CMU WALLS.
SEE T1.1 FOR REQUIRED UL ASSEMBLIES OF ALL BUILDING SYSTEMS. ALLPENETRATIONS THROUGH RATED WALL AND FLOOR ASSEMBLIES MUST COMPLYWITH UL DESIGN FOR PENETRATIONS.
DIMENSIONS INDICATED ON THESE DRAWINGS ARE TO FACE OF CMU WALL, FACEOF EXTERIOR VENEER, FACE OF STUD WALL, OR CENTERLINE OF COLUMN UNLESS OTHERWISEINDICATED. COORDINATE ALL DIMENSIONS WITH STRUCTURAL DIMENSIONPLANS, ENLARGED PLANS, SECTION AND DETAIL DRAWINGS, AND STRUCTURALDRAWINGS AND VERIFY EXACT LOCATIONS. COORDINATE ALL FLOOR SLABPENETRATIONS WITH SYSTEM DRAWINGS (S'S, M'S, P'S, FP'S, AND E'S) ANDACTUAL PRODUCT TO BE INSTALLED AND VERIFY LOCATIONS WITHARCHITECTURAL DRAWINGS PRIOR TO INSTALLATION.
SEE FINISH SCDEDULES AND PLANS (A8.1) FOR FLOOR PATTERNS AND FLOORFINISH REFERENCES
EXTERIOR MASONRY OPENINGS TO RECEIVE STOREFRONT, DOORS, WINDOWS,LOUVERS, OR OTHER ELEMENTS SHALL BE FIELD VERIFIED PRIOR TOMANUFACTURE OF SYSTEM.
INTERIOR METAL STUD OPENINGS TO RECEIVE STOREFRONT, DOORS, GRILLS,LOUVERS, OR OTHER ELEMENTS SHALL BE FIELD VERIFIED PRIOR TOMANUFACTURE OF SYSTEM. LOCATION OF ALL RECESSED CABINETS ANDEQUIPMENT WALL PENETRATIONS MUST BE VERIFIED WITH EXISSTING CMUWALLS TO ENSURE INDICATED LOCATION AND EVEN COURSING. ANY CONFLICTSWITH INDICATED DIMENSIONS OR LOCATIONS SHALL BE COORDINATED WITHARCHITECT PRIOR TO INSTALLATION.
ALL EXISTING COLUMNS ARE TO REMAIN.
HAZARDOUS MATERIALS ARE PRESENT IN THE SCOPE OFDEMOLITION/CONSTRUCTION. A REPORT OF THE PRESENCE OF HAZARDOUSMATERIALS IS ON FILE FOR REVIEW. HAZARDOUS MATERIALS SHALL BE REMOVEDBY OWNER PRIOR TO THE START OF DEMOLITION.
CONTACT OWNER UPON DISCOVERY OF ANY SUSPECTED ASBESTOS-CONTAINING MATERIALS OR OTHER SUSPECTED HAZARDOUS MATERIALS NOTSHOWN TO BE REMOVED WITHIN THE PROJECT SCOPE.
1.
2.
3.
4.
5.
6
7.
8.
9.
A4.1 2
FIELD SUPPORT OFFICE140
TOILET140A
STAIRST06
OFFICE101F
OFFICE101G
OFFICE101H
HALLH116
OFFICE141
ELEC142
STAIRSTO5
ALIGN FACE OF NEWWALL WITH FACE OFEXISTING WALL
ALIGN FACE OFNEW WALL WITHBACK OF EXISTINGCOLUMN, TYP.
137CD1 F1
M3B*
M3B*
M3A*
M3A*
A3.13
140AAD1 F1
WEIGHT ROOM137 HALL
138
CLASSROOM135
HALLH111
STORAGE136J
HALLH114
WOMEN'S LOCKERROOM136G
SHOWER136I
ELEVATOREV
HALLH126
140BD2 SF1
137BD2 SF1
F.V.
3' - 5
"
F.V.11' - 5 3/4"
EQ12
' - 7
1/2
"EQ
EQ12
' - 8
"EQ
2A6.1
SF1
141AEX EX
141BEX EX
141CEX EX
137AEX EX
140AD1 F1
SF1
1
A3.1
1
1
1
3
5
5
4
7
7
8
6
6
11
12
1313
13
13
13
13
13
1313
1313
12' - 8"
7' - 4
"6'
- 0"
FE-B
FE-B
A3.1
6
1515
15 15
6' - 0
"
11
2' - 0"
1
2
3
4
5
6
PROXIMITY ELECTRIC CARD READER LOCATION, SEE DOORSCHEDULE, HARDWARE SCHEDULE AND ELECTRICAL.
NOT USED.
PROVIDE WATER BOTTLE FILLING STATION, SEE PLUMBING.
ICE MACHINE, OWNER PROVIDED, CONTRACTOR INSTALLED.
EXISTING LIGHT POLE TO REMAIN, SEE CIVIL.
BENCHES, OWNER PROVIDED, OWNER INSTALLED.
FLOOR DRAIN, SEE PLUMBING.
NEW EXTERIOR HOSE BIB, SEE PLUMBING.
NOT USED.
NOT USED.
NEW SEAT WALL, SEE DETAILS.
FURNITURE OWNER PROVIDED AND INSTALLED UNLESSOTHERWISE NOTED.
EXISTING COLUMN TO REMAIN.
NOT USED.
SEE CIVIL AND STRUCTURAL FOR FULL SCOPE OF EXTERIORCONCRETE, SIDEWALKS, DRAINS, ETC.
7
8
9
10
11
12
13
14
15
FIRE EXTINGUISHER RECESSED IN WALL CABINET
FIRE EXTINGUISHER MOUNTED ON WALL BRACKETS
FD - FLOOR DRAIN
FE-CFE-C
PRO
JEC
T N
O.
DATE
DRAWING NO.
DRA
WN
BY:
CH
ECK
ED B
Y:
THIS
DRA
WIN
G A
ND T
HE D
ESIG
NTH
EREO
N AR
E TH
E PR
OPE
RTY
OF T
HEG
ARVI
N DE
SIGN
GRO
UP, I
NC.
THE
REPR
ODUC
TION
, COP
YING
, OR
USE
OFTH
IS D
RAW
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WIT
HOUT
THE
WRI
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CONS
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OF T
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A/E
SEA
LA
/E S
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DR
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TIT
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5/7/
2014
3:1
0:30
PM
A1.1U340
.13
05.0
7.14
FIRS
T FL
OOR
PLAN
Auth
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Chec
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BLAT
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VATIO
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SITY
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GENERAL NOTES - FLOOR PLAN
REFERENCED ON: 1/4" = 1'-0"A1.11 FIRST FLOOR PLAN
KEYNOTES - FIRST FLOOR PLAN
REV
ISIO
NS
NO
.NA
ME
DATE
LEGEND - FLOOR PLAN
SUPPLY & RETURN MECHANICAL DIFFUSERS
LINEAR SLOT DIFFUSER
GYPSUM BOARD CEILING
ACOUSTICAL PANEL CEILING
RECESSED INCANDESCENT DOWNLIGHT
FLOURESCENT FIXTURES
WALL MOUNTED FIXTURES
EXIT LIGHTS - SEE ELECTRICALDRAWINGS FOR LOCATIONS
PENDANT LIGHT
12' - 8"SHOWS CEILING HEIGHTS RELATIVE TO MAIN0'-0" FINISHED FLOOR ELEVATION[Ex. EAST ENTRY A104 FINISHED FLOOR]
CEILING FAN, OWNER FURNISHEDCOTRACTOR INSTALLED
REFER TO ELECTRICAL DRAWINGS FOR QUANTITY AND SPECIFIC FIXTUREDESIGNATIONS.
ALL SUSPENDED ACOUSTICAL GRIDS ARE TO BE CENTERED IN CEILING/ROOM ASSHOWN, UNLESS NOTED OTHERWISE.
CEILING MOUNTED EQUIPMENT, DEVICES, FIXTURES & GRILLS MUST BE COORDINATEDON REFLECTED CLG. PLANS. CEILING MOUNTED SPRINKLERS TO BE LOCATED INCENTER OF CEILING TILE IN APC CEILINGS AND ALIGN WITH DOWNLIGHTS IN [GWB]CEILINGS.
PAINT ALL EXPOSED STRUCTURE/CEILING AREA, INCLUDING ROOF DECK, STEELSTRUCTURE, DUCTWORK, PLUMBING LINES, FIRE SUPPRESSION LINES, ELEC.CONDUITS & BOXES AND OTHER NON-FINISHED ITEMS, EXCEPT IN MECHANICALROOMS, ELECTRICAL ROOM, ELEVATOR MACHINE ROOMS, AND TEL/ DATA ROOMS,UNLESS NOTED OTHERWISE ON FINISH SCHEDULES AND INTERIOR ELEVATIONS.
ACCESS PANELS BY GENERAL CONTRACTOR. QUANTITY OF ACCESS PANELS SHOWNON ARCHITECTURAL DRAWINGS NOT INTENDED TO BE ALL INCLUSIVE; SEEMECHANICAL DRAWINGS, PLUMBING DRAWINGS, ELECTRICAL DRAWINGS, AND FIREPROTECTION SHOP DRAWINGS FOR ADDITIONAL ACCESS PANELS NOT SHOWN.COORDINATE EXACT LOCATION OF ACCESS PANELS NOT SHOWN WITH ARCHITECT.BRING ALL MECHANICAL AND PLUMBING ITEMS WHICH NEED ACCESS TO THE ACCESSPANEL LOCATIONS SHOWN - BRING THE NEED FOR ADDITIONAL ACCESS PANELS TOTHE ARCHITECT'S ATTENTION BEFORE PROCEEDING.
PAINT ALL EXPOSED STEEL LINTELS, ANGLES AND PLATES, AND CONCRETE BEAMS.
REFERENCE ELECTRICAL DRAWINGS FOR FULL EXTENT OF ELECTRICAL CEILING ANDWALL MOUNTED DEVICES.
HAZARDOUS MATERIALS ARE PRESENT IN THE SCOPE OF DEMOLITION/CONSTRUCTION.A REPORT ON THE PRESENCE OF HAZARDOUS MATERIALS I S ON FILE FOR REVIEW.HAZARDOUS MATERIALS SHALL BE REMOVED BY OWNER PRIOR TO THE START OFDEMOLITION/CONSTRUCTION.
CONTACT OWNER UPON DISCOVER OF ANY SUSPECTED ASBESTOS-CONTAININGMATERIALS OR OTHER SUSPECTED HAZARDOUS MATERIALS NOT SHOWN TO BEREMVOED WITHIN THE PROJECT.
1.
2.
3.
4.
5.
6.
7.
8.
9.
A4.1 2
WEIGHT ROOM137
FIELD SUPPORT OFFICE140
2A6.1
26' - 0"
EQ8'
- 0"
8' - 0
"EQ
7' - 0" 12' - 0"
8' - 6"
EXP STR
EXP STR
E.T.R.
E.T.R.
E.T.R.
E.T.R.
E.T.R.
EQEQ
EQEQ
8' - 0
"
1 1 2
3
3
7' - 7 3/4"
1 PAINT NEWLY EXPOSED CEILING, SEE FINISH SCHEDULE ANDSCHEDULE OF INTERIOR FINISHES.
REINSTALL ALL ACOUSTIC CEILING TILES AND GRID REMOVEDFOR INSTALLATION OF NEW PLUBMING LINES, SEE PLUMBING.CONTRACTOR TO REPLACE ANY ACOUSTIC CEILING TILES ORGRID DAMAGED DURING CONSTRUCTION/DEMOLITION.
PAINT/TOUCH UP ALL EXPOSED STRUCTURE, DUCTWORK, PIPING,ETC AS REQUIRED TO PROVIDE FULL BLACK CEILING ABOVE 8'-6",TYP.
2
3
PRO
JEC
T N
O.
DATE
DRAWING NO.
DRA
WN
BY:
CH
ECK
ED B
Y:
THIS
DRA
WIN
G A
ND T
HE D
ESIG
NTH
EREO
N AR
E TH
E PR
OPE
RTY
OF T
HEG
ARVI
N DE
SIGN
GRO
UP, I
NC.
THE
REPR
ODUC
TION
, COP
YING
, OR
USE
OFTH
IS D
RAW
ING
WIT
HOUT
THE
WRI
TTEN
CONS
ENT
OF T
HE G
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GRO
UP IS
PRO
HIBI
TED
AND
ANY
INFR
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MEN
T W
ILL
BE S
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@20
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ARVI
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SIGN
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PRO
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T TI
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A/E
SEA
LA
/E S
EAL
DR
AW
ING
TIT
LE
5/7/
2014
3:1
0:42
PM
A2.1U340
.13
05.0
7.14
FIRS
T FL
OOR
REFL
ECTE
D CE
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GPL
AN
Auth
or
Chec
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BLAT
T WEI
GHT R
OOM
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NUN
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SITY
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208
Proje
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mbe
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7-Z1
46
LEGEND - REFLECTED CEILING PLAN
GENERAL NOTES - REFLECTED CEILING PLAN
REFERENCED ON: 1/4" = 1'-0"A2.1 A4.11 FIRST FLOOR REFLECTED CEILING PLAN
REV
ISIO
NS
NO
.NA
ME
DATE
KEYNOTES - REFLECTED CEILING PLAN
1 LAYER 5/8" GYPSUM WALLBOARD EACH SIDE
STEEL STUDS @ 16" O.C. MAX.(SEE SPECIFIC PARTITIONTYPE FOR SIZE)
STEEL DECK OR CONCRETE SLABAT ROOF OR FLOOR ABOVE
20 GA. CLIP ANGLES
WALL FINISH, SEE FINISHSCHEDULE
STEEL RUNNER ATTACHED TOCONCRETE SLAB AT 12" O.C. MAX.@ TOP AND BOTTOM OF WALL
CONCRETE SLAB FINISH FLOOR MATERIAL,SEE FINISH SCHEDULE
ACOUSTICAL BATTINSULATION @ * CONDITION(SEE LEGEND FOR SIZE)
BASE, SEE FINISH SCHEDULE
STEEL STUD BRACINGAT 4'-0" O.C. MAX.
CONT
RACT
OR'S
OPT
ION
FOR
WAL
LBR
ACIN
G AB
OVE
CEILI
NG -
BRAC
E AS
SHOW
N OR
EXT
END
TO D
ECK
ABOV
E
PAINT ALL STRUCTUREBLACK ABOVE 8'-6", TYP.
ALIG
N W
ITH
EXIS
TING
LIN
E O
F BL
ACK
CEIL
ING
/STR
UCTU
RETO
P OF
WAL
L AT
8'-6
"
1 LAYER 5/8" GYPSUM WALLBOARD EACH SIDE
STEEL DECK OR CONCRETE SLABAT ROOF OR FLOOR ABOVE
WALL FINISH, SEE FINISHSCHEDULE
STEEL RUNNER ATTACHED TOCONCRETE SLAB AT 12" O.C. MAX.@ TOP AND BOTTOM OF WALL
CONCRETE SLABFINISH FLOOR MATERIAL,SEE FINISH SCHEDULE
CEILING WHERE INDICATED ONREFLECTED CEILING PLANSWHERE OCCURS
BASE, SEE FINISH SCHEDULE
AT FIRE-RATED WALLSEXTENDING TO DECK, EXTENDGYPSUM BOARD TIGHT TODECK AND SEAL WITH FIRECAULKING. PACK ALL VOIDSWITH FIRE-SAFING MATERIAL
BASIS FOR DESIGN:UL DESIGN U465 WHEREINDICATED TO BE 1-HOURFIRE-RATED ON PLANS
STEEL STUDS @ 16" O.C. MAX.(SEE SPECIFIC PARTITION TYPEFOR SIZE)ACOUSTICAL BATTINSULATION @ * CONDITION(SEE LEGEND FOR SIZE)
M1M2M3M4M6M8
M2A*
MATERIAL FINISHCONSTRUCTION
SIZE
SEE CHART BELOW
SEE CHART BELOW
SEE PARTITIONSECTION
1-1/2" METAL STUD2-1/2" METAL STUD3-5/8" METAL STUD4" METAL STUD6" METAL STUD8" METAL STUD
W2W4W6W8
2X2" WOOD STUD2X4" WOOD STUD2X6" WOOD STUD2X8" WOOD STUD
C4C8C12
4" CMU (3-5/8" NOM.)8" CMU (7-5/8" NOM.)12" CMU (11-5/8" NOM.)
INSULATIONDESIGNATION
S2 2" C-H STUD (SHAFT WALL)
GRAB BARSANITARY NAPKINDISPOSAL
3' - 0
"
3' - 6"1' - 0"
3' - 4"
3' - 4
"2'
- 0"
3' - 0
"
6"3' - 0"
GRAB BAR
PLAN
3' - 4
"2'
- 0"
2' - 9
"
TOILET TISSUEDISPENSER
LIQUID SOAPDISPENSER
GB-1GB-3
GB-2TTD ND SD-1
4' - 0
"
4' - 0
"
ELICTRIC HANDDRYER
EHD
3' - 4
" MAX
.3'
- 0"
2' - 0"
TYPICAL FRAMED MIRROR ONMOUNTING CLIP - CENTER ON
LAVATORY U.N.O.
M-1
1' - 0" 3' - 6"
3"
3' - 0" 6"
3"
PLAN
OWNER PROVIDEDCONTRACTOR
INSTALLED
OWNER PROVIDEDCONTRACTOR
INSTALLED
TOILET140A
SD-1
M-1
GB-2
GB-1
ND
TTD
GB-3
10' - 10"
4 3/
8"6'
- 7 5
/8"
1' - 6" 5' - 11 3/4" 2' - 10 1/4"
EHD
A3.1
6
M3CM3C
5' - 1 1/2"
7 3/
4"
M3C
M3C
2' - 0"BOTTLE FILLINGSTATION, SEEPLUMBING
BRICK WALL, BOTH SIDES.BRICK TO MATCHEXISTING ADJACENTBUILDING.
CONCRETE FOOTING - SEESTRUCTURAL
4" SLAB ON GRADE, SEESTRUCTURAL AND CIVIL
FIN GRADE SEE CIVIL
GROUT FILL SOLID, SEESTRUCTURAL
ALTERNATING 8" AND 4"BRICK CAP, SLOPE AT 1"PER FOOT AWAY FROMCONCRETE SLAB/PATIOTO DRAIN WATER, TYP.
CMU BELOW GRADE, SEESTRUCTURAL
11 1/2" 1/2"0"
HORIZONTAL REINFORCINGAT 16" 0.C.
CONT. FLASHING AT TOPOF WALL
2' - 0
"
#5 @ 12" O.C.
WALL-MTD. LIGHT FIXTURE -SEE ELEC. DWGS.
EHD SD-1M-1GB-1
TTD
GB-2
1 LAYER 5/8" GYPSUM WALLBOARD
STEEL STUDS @ 16" O.C. MAX.(SEE SPECIFIC PARTITION TYPEFOR SIZE)
STEEL DECK OR CONCRETE SLABAT ROOF OR FLOOR ABOVE
WALL FINISH, SEE FINISHSCHEDULE
STEEL RUNNER ATTACHED TOCONCRETE SLAB AT 12" O.C. MAX.@ TOP AND BOTTOM OF WALL
CONCRETE SLAB
FINISH FLOOR MATERIAL,SEE FINISH SCHEDULE
CEILING WHERE INDICATED ONREFLECTED CEILING PLANSWHERE OCCURS
BASE, SEE FINISH SCHEDULE
PRO
JEC
T N
O.
DATE
DRAWING NO.
DRA
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BY:
CH
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Y:
THIS
DRA
WIN
G A
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SIGN
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LA
/E S
EAL
DR
AW
ING
TIT
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2014
3:1
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PM
A3.1U340
.13
05.0
7.14
PART
ITIO
N TY
PES,
ENL
ARGE
DPL
ANS
& PL
AN D
ETAI
LS
Auth
or
Chec
ker
BLAT
T WEI
GHT R
OOM
RENO
VATIO
NUN
IVER
SITY
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INTERIOR PARTITION 1 1/2" = 1'-0"M#A INTERIOR PARTITION
1 1/2" = 1'-0"M#B
LEGEND - PARTITION TYPES
TOILET ACCESSORIES
REFERENCED ON: 1/2" = 1'-0"A3.1 A1.13 ENLARGED TOILET 140A PLAN
REV
ISIO
NS
NO
.NA
ME
DATE
REFERENCED ON: 1 1/2" = 1'-0"A3.1 A1.11 SEAT WALL DETAIL
REFERENCED ON: 1/2" = 1'-0"A3.1 A1.16 INTERIOR ELEVATIONINTERIOR PARTITION
1 1/2" = 1'-0"M#C
COORDINATE FINAL LOCATION OF OWNER PROVIDED ACCESSORIES WITH ARCHITECT IN FIELD.
First Floor (Upper)0' - 0"
Second Floor9' - 6 5/8"
JOIST BEARING19' - 6 5/8"
First Floor (Lower)-2' - 0"
ROOF PLAN25' - 1 3/8"
2A6.1
EXISTING CONCRETESTRUCTURE TO REMAIN
EXTERIOR LIGHT FIXTURE,SEE ELECTRICAL
6' - 0
"
BRICK SEAT WALL
BENCH BY OWNER
EXISTING CONCRETE BASE, PATCHTO MATCH EXISTING WHERE CUT FORSTOREFRONT INFILL
NEW STOREFRONT
EXISTING CANOPIES TOREMAIN
EXISTING CONCRETE BASE, PATCHTO MATCH EXISTING WHERE CUT FORSTOREFRONT INFILL
NEW STOREFRONT
EXTERIOR LIGHT FIXTURE,SEE ELECTRICAL
EXISTING WINDOWSSTRUCTURE TO REMAIN
2A6.1
SIM.
First Floor (Upper)0' - 0"
Second Floor9' - 6 5/8"
JOIST BEARING19' - 6 5/8"
First Floor (Lower)-2' - 0"
1A6.1
REMOVE EXISTING BRICK AND CMUWALL. REMOVE ANY BROKEN CMUAND TOOTH IN MASONRY TOPROVIDE CONTINUOUS FINISHEDOPENING, TYP. SAVE, PROTECT ANDSTORE EXISTING BRICK TO PATCHOPENINGS AS REQUIRED. SEESTRUCTURAL.
REMOVE EXISTING PVC PIPE ANDINFILL OPENING WITH BRICK ANDMORTAR TO MATCH EXISTING. SEEPLUMBING.
REMOVE EXISTING BRICK AND CMUWALL. REMOVE ANY BROKEN CMUAND TOOTH IN MASONRY TOPROVIDE CONTINUOUS FINISHEDOPENING, TYP. SAVE, PROTECT ANDSTORE EXISTING BRICK TO PATCHOPENINGS AS REQUIRED. SEESTRUCTURAL.
EXISTING CANOPIES TO REMAIN
SIM.1
A6.1
EXISTING CONCRETEFRAME TO REMAIN
EXISTING CONCRETE BASETO REMAIN.
EXISTING CONCRETE BASETO REMAIN.
CUT/REMOVE EXISTING CONCRETEBASE FULL EXTENT NEW OPENING CUT/REMOVE EXISTING CONCRETE
BASE FULL EXTENT NEW OPENING
PRO
JEC
T N
O.
DATE
DRAWING NO.
DRA
WN
BY:
CH
ECK
ED B
Y:
THIS
DRA
WIN
G A
ND T
HE D
ESIG
NTH
EREO
N AR
E TH
E PR
OPE
RTY
OF T
HEG
ARVI
N DE
SIGN
GRO
UP, I
NC.
THE
REPR
ODUC
TION
, COP
YING
, OR
USE
OFTH
IS D
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ING
WIT
HOUT
THE
WRI
TTEN
CONS
ENT
OF T
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TED
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ANY
INFR
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MEN
T W
ILL
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ARVI
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SIGN
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PRO
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T TI
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A/E
SEA
LA
/E S
EAL
DR
AW
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TIT
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5/7/
2014
3:1
1:10
PM
A4.1U340
.13
05.0
7.14
BUIL
DING
ELE
VATI
ONS
Auth
or
Chec
ker
BLAT
T WEI
GHT R
OOM
RENO
VATIO
NUN
IVER
SITY
OF
SOUT
H CA
ROLI
NA
1300
Whe
at S
treet
Colum
bia, S
C 29
208
Proje
ct Nu
mbe
r: H2
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REFERENCED ON: 1/4" = 1'-0"A4.1 A1.12 WEST ELEVATION
REFERENCED ON: 1/4" = 1'-0"A4.1 D1.11 WEST DEMOLITION ELEVATION
REV
ISIO
NS
NO
.NA
ME
DATE
First Floor (Upper)0' - 0"
Second Floor9' - 6 5/8"
JOIST BEARING19' - 6 5/8"
First Floor (Lower)-2' - 0"
8' - 0
"
REMOVE EXISTING BRICKAND CMU WALL.PREPARE OPENING TOINSTALLATION OF NEWSTOREFRONT SYSTEM.
EXISTING BRICK ANDCMU WALL TO REMAIN.
REMOVE/CUT EXISTINGCONCRETE BASE FULLEXTENT OF NEWOPENING.
EXISTING CONCRETEACCENT BAND TOREMAIN
EXISTING CONCRETEACCENT BAND TO REMAIN
EXISTING CONCRETECOLUMN BEYOND TOREMAIN
EXISTING STRUCTUREAND FLOOR SYSTEM TOREMAIN.
EXISTING CONCRETECOLUMN TO REMAIN.
EXISTING CONCRETE SLABTO REMAIN.
EXISTING CANOPY TOREMAIN
CAREFULLY REMOVE, PROTECT AND STOREEXISTING RUBBER FLOOR AS RQUIRED FORINSTALLATION OF NEW CONSTRUCTION. REINSTALLEXISTING RUBBER FLOOR AFTER INSTALLATION OFNEW CONSTRUCTION. G.C. TO PROVIDE NEW FLOORIF DAMAGED DURING DEMOLITION/CONSTRUCTION.PROTECT ADJACENT EXISTING RUBBER FLOORINGTO REMAIN.
GRAY HATCH INDICATESEXISTING CONSTRUCTIONTO REMAIN.
First Floor (Upper)0' - 0"
Second Floor9' - 6 5/8"
JOIST BEARING19' - 6 5/8"
First Floor (Lower)-2' - 0"
3"2 3/4"
EXISTING BRICK ANDCMU WALL TO REMAIN.
EXISTING CONCRETEACENT BAND TO REMAIN
EXISTING CONCRETEACENT BAND TO REMAIN
EXISTING CONCRETECOLUMN BEYOND TOREMAIN
NEW LIGHT FIXTURE,SEE REFLECTEDCEILINGS PLANS ANDELECTRICAL
EXISTING CONCRETECOLUMN TO REMAIN.
EXISTING CONCRETE SLABTO REMAIN.
INSTALL/PATCH RUBBERFLOORING SYSTEM ASREQUIRED. PROTECTADJACENT FLOORINGTHROUGHOUT CONSTRUCTION
EXISTING CANOPY TOREMAIN
EXISTING CONCRETE PILASTERBEYOND TO REMAIN
NEW EXTERIOR LIGHTFIXTURE, SEEELECTRICAL
BRICK SEAT WALLBEYOND
STEEL LINTEL AND PLATE,SEE STRUCTURAL
INFILL ALUMINUM STOREFRONT ANDGLAZING. INSTALL AND SECUREACCORDING TO MANUFACTURER'SINSTRUCTIONS.
REMOVE CUT CMU AND BRICKAND TOOTH IN NEW CMU ANDBRICK TO PROVIDE CONTINUOUSFINISHED OPENING, TYP.
CONCRETE BASEBEYOND, REFINISHNEWLY CUT EDGE TOMATCH EXISTING FINISH.
1
A3.1
CONCRETE FOOTING,SEE STRUCTURAL
EXISTING CONCRETE FOOTING AND EXTERIORWALL SYSTEM TO REMAIN, SEE STRUCTURAL
GRAY HATCH INDICATESEXISTING CONSTRUCTIONTO REMAIN.
PRO
JEC
T N
O.
DATE
DRAWING NO.
DRA
WN
BY:
CH
ECK
ED B
Y:
THIS
DRA
WIN
G A
ND T
HE D
ESIG
NTH
EREO
N AR
E TH
E PR
OPE
RTY
OF T
HEG
ARVI
N DE
SIGN
GRO
UP, I
NC.
THE
REPR
ODUC
TION
, COP
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, OR
USE
OFTH
IS D
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WIT
HOUT
THE
WRI
TTEN
CONS
ENT
OF T
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TED
AND
ANY
INFR
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T W
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ION.
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SIGN
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PRO
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T TI
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A/E
SEA
LA
/E S
EAL
DR
AW
ING
TIT
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5/7/
2014
3:1
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PM
A6.1U340
.13
05.0
7.14
WAL
L SEC
TIONS
Auth
or
Chec
ker
BLAT
T WEI
GHT R
OOM
RENO
VATIO
NUN
IVER
SITY
OF
SOUT
H CA
ROLI
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1300
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C 29
208
Proje
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REV
ISIO
NS
NO
.NA
ME
DATE
REFERENCED ON: 1/2" = 1'-0"A6.1 A4.11 DEMOLITION WALL SECTION
REFERENCED ON: 1/2" = 1'-0"A6.1 A1.12 WALL SECTION
8' - 0
"
12' - 7 1/4"
2"8"
2"6'
- 10"
2" 3' - 0" 2" 6' - 0" 2" 2' - 11 1/4" 2"
G1L
G1L
G1L
G1L
G1T
G1LG1L
6
A7.1
7
A7.1
8
A7.1
DOOR WIDTH
DOOR
HEI
GHT
D2
INTERIOR/EXTERIORHEAVY DUTY 2" WIDE STILE ALUMINUM
STOREFRONT DOOR
8" 8"
10"
8"
G1L
F1
INTERIOR/EXTERIORHOLLOW METAL
2" DOOR WIDTH 2"
2"DO
OR H
EIGH
T
DOOR WIDTH
DOOR
HEI
GHT
D1
INTERIOR1-3/4" SOLID CORE FLUSH WOOD
DOOR W/ STAINED FINISH
1' - 0
"2'
- 0"
2' - 0"24"x24"LOUVER@ D1*
F2
INTERIOR/EXTERIORHOLLOW METAL
2" DOOR WIDTH 2"
4"DO
OR H
EIGH
T
D1*
1. DOOR TO RECEIVE ELETRIC POWERED PROXIMITY CARDREADER HARDWARE DEVICE, SEE ELECTRICAL DRAWINGS.
2. FRAME SHALL BE PREPARED FOR VON DUPRIN POWER TRANSFER HINGE AND REQUEST TO EXIT DEVICE (REX), 6 CONDUCTORTYPE. SEE ELECTRICAL DRAWINGS FOR THESE CONDITIONS. PROVIDE A STEEL ELECTRICAL BACKBOX WITH 1/2" CONDUITKNOCKOUT TO HOUSE POWER TRANSFER HINGE. BACKBOX SHALL BE FACTORY MOUNTED TO THE FRAME PRIOR TO ARRIVAL ATJOBSITE. NOTE THAT DOUBLE DOOR INSTALLATIONS REQUIRE TWO POWER TRANSFER HINGES.
3. SEE 7 SERIES SHEETS FOR HOLLOW METAL, CURTAIN WALL (CW) AND STOREFRONT (SF & ISF) FRAME TYPES AND DETAILS.
4. NOT USED.
5. EMERGENCY EGRESS PUSH BAR HARDWARE.
G1L 1" LAMINATED, INSULATED, LOW-E EXTERIOR GLASS:EACH LITE: 1/4-INCH CLASS 1 FLOAT GLASSFIRST (EXTERIOR) SURFACE: CLEAR.AIR SPACE WIDTH: 1/2-INCHCOATING: LOW-E ON SECOND SURFACE, SEE SPECS.
GLASS DESCRIPTIONTYPE
SOUND ATTENUATION BATTINSULATION - SEEPARTITION TYPE
3 5/8" METAL STUD TYP.
1 - LAYER 5/8" GYPSUMBOARD BOTH SIDES, TYP.CONT. SEALANT BOTHSIDES, TYP.
HOLLOW METAL DOOR FRAME,SEE DOOR SCHEDULE
DOOR AS SCHEDULED
FRAMEWIDTH
2"5/8
"
5/8"
SEEPARTITION
5/8"TYPE
1 - LAYER 5/8" GYPSUM BOARDBOTH SIDES, TYP.
DOUBLE METAL STUDS @ JAMBS
BATT SOUND ATTENUATIONINSULATION - SEE PARTITION TYPE
CONT. SEALANT BOTH SIDES, TYP.
JAMB ANCHORS, MIN. 3 @ EACH JAMB
HOLLOW METAL FRAME, SEE DOOR SCHED.
DOOR AS SCHEDULED
5/8"
SEE
PART
ITIO
N
5/8"
TYPE
FRAM
EW
IDTH
5/8" 2"
CONT. SEALANT- BOTH SIDES
REPLACE HOLLOW METALFRAME TO MATCH EXISTING,GROUT SOLID - SEEDOOR/HARDWARE SCHEDULE.VERIFY ALL EXISTINGDIMENSIONS IN FIELD.
EXISTING WALLTO REMAIN
2"5/8
"
FIELD VERIFYFRAME WIDTH
DOOR ASSCHEDULED
1/2"1/2"REPLACE HOLLOW METALFRAME TO MATCH EXISTING,GROUT SOLID - SEEDOOR/HARDWARE SCHEDULE.VERIFY ALL EXISTINGDIMENSIONS IN FIELD.
DOOR AS SCHEDULED
CONT. SEALTANT -BOTH SIDES
EXISTING WALL TOREMAIN
MASONRY JAMB ANCHORS,MIN. 3 @ EACH JAMB
FIEL
D VE
RIFY
FRAM
E W
IDTH
F.V.2"
ALUMINUM STOREFRONT SYSTEM
CONT. SEALANT ANDBACKER ROD - BOTH SIDESCONT. SEALANT
NEW STEEL LINTEL -SEE STRUCT. DWGS.
REINSTALLED EXISTINGBRICK - SEE DEMO PLAN
GLAZING AS SCHEDULED
4 1/2" 3"
3"4
1/2"
REINSTALLEDEXISTING BRICK - SEEDEMO PLAN
ALUMINUM STOREFRONTSYSTEM
CONT. SEALANT ANDBACKER ROD, BOTH SIDES
GLAZING AS SCHEDULED
ALUMINUM STOREFRONT SYSTEMWITH GLAZING AS SCHEDULED
CONTINUOUS SEALANT ANDBACKER ROD - BOTH SIDES
FINISH FLOOR ASSCHEDULED
3"4 1/2"
NEW CONCRETESLAB - SEE CIVILDWGS.
1/2" EXPANSION JOINTMATERIAL
EXISTING WALLBEYOND
PRO
JEC
T N
O.
DATE
DRAWING NO.
DRA
WN
BY:
CH
ECK
ED B
Y:
THIS
DRA
WIN
G A
ND T
HE D
ESIG
NTH
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PRO
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DR
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TIT
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2014
3:1
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7.14
DOOR
S SC
HEDU
LES,
DOO
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PES,
AND
STOR
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Proje
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REFERENCED ON: 3/8" = 1'-0"A7.1 A1.11 SF1
DOOR SCHEDULE
Mark
DOORFRAMETYPE HEAD JAMB SILL RATING HDWR REMARKSWIDTH HEIGHT
FRAMETYPE
DOORTYPE
137A 6' - 0" 7' - 0" EX EX137B 6' - 0" 7' - 0" D2 SF1 1,2,3,5137C 3' - 0" 7' - 0" D1 F1 H1 J1140A 3' - 0" 7' - 0" D1 F1 H2 J2 20 1,2140AA 2' - 8" 7' - 0" D1 F1 H1 J1140B 6' - 0" 7' - 0" D2 SF1 1,2,3,5141A 3' - 0" 7' - 2" EX EX141B 4' - 0" 7' - 0" EX EX141C 4' - 0" 7' - 0" EX EX
REV
ISIO
NS
NO
.NA
ME
DATE
DOOR TYPES
DOOR SCHEDULE REMARKS
GLAZING SCHEDULE
REFERENCED ON: 1 1/2" = 1'-0"A7.12 HEAD DETAIL 1
REFERENCED ON: 1 1/2" = 1'-0"A7.13 JAMB DETAIL 1
REFERENCED ON: 1 1/2" = 1'-0"A7.14 HEAD DETAIL 2
REFERENCED ON: 1 1/2" = 1'-0"A7.15 JAMB DETAIL 2
REFERENCED ON: 1 1/2" = 1'-0"A7.1 A7.16 SF1 HEAD
REFERENCED ON: 1 1/2" = 1'-0"A7.1 A7.17 SF1 JAMB
REFERENCED ON: 1 1/2" = 1'-0"A7.1 A7.18 SF1 SILL
DN
ABBREVIATION DESCRIPTION MANUFACTURER, COLOR, STYLE
BASE
RB-1 RUBBER BASE - 4" COVED STANDARD COVE BASE, BLACK--TO MATCH EXISTING
FLOORS
CT-1 CERAMIC TILE AMERICAN OLEAN, TERRA PAVER, 0W75 LAVA GRAY, 12X12B, UNPOLISHEDARF ATHLETIC RUBBER FLOORING JOHNSONITE, HAMMERED RUBBER SPECKLED TILE TO MATCH EXIST AS REQ'D, SEE SPEC
WALLSP-1 PAINT - "WHITE" - EGGSHELL @ WALL; FLAT @ CEILING TO MATCH SHERWIN WILLIAMS SW7627 "ZURICH WHITE"P-2 PAINT - "GRAY" - EGGSHELL TO MATCH SHERWIN WILLIAMS SW7015 "REPOSE GRAY"P-3 PAINT - "GARNET" - EGGSHELL TO MATCH EXISTING GARNET, FIELD VERIFYP-4 PAINT - "BLACK"-SEMI-GLOSS(TRIM);FLAT (CEIL.) TO MATCH SHERWIN WILLIAMS SW6258 "TRICORN BLACK"
MISC.EX EXISTING EXISTING FINISHES TO REMAIN, REPAIR AS NEEDEDEMS EXTERIOR METAL STRUCTURE CAMPUS STANDARD 'WHITE,' TO MATCH EXISTING BUILDING TRIMHMF HOLLOW METAL FRAMES METAL FRAMES AND TRIM, PAINTED, P-4, SEMI-GLOSSHMD HOLLOW METAL DOORS METAL DOORS, PAINTED, P-3, SEMI-GLOSS
FIELD SUPPORT OFFICE140
TOILET140A
STAIRST06
OFFICE101F
OFFICE101G
OFFICE101H
HALLH116
OFFICE141
ELEC142
STAIRSTO5
WEIGHT ROOM137
HALL138
ELEVATOREV
P-3
P-3
2
3
31
P-3
P-1(EX. MIRRORS TO REMAIN,PAINT AROUND PERIMETER)
P-1
1
3
4' - 0"
1
A8.14
WHERE SPECIFIC PRODUCTS ARE INDICATED, ITEM DESIGNATION INCORPORATES QUALITY AND AESTHETICAPPEARANCE FOR 'BASIS OF DESIGN.' SEE SPECIFICATIONS FOR EQUAL MANUFACTURER'S PER PRODUCT TYPEINDICATED. DEPENDING ON LOCATION OF ITEM, ALTERNATES SHALL MATCH IN COLOR/ TEXTURE, AS WELL ASPERFORMANCE CRITERIA, PER ARCHITECT'S APPROVAL.
ALL PAINT COLOR SELECTIONS SHALL BE FIELD VERIFIED WITH ARCHITECT IN LIGHTED CONDITIONS PRIOR TOFINAL INSTALLATION, SEE SPEC. RE: MOCK-UPSREFERENCE REFLECTED CEILING PLANS FOR EXTENT/LOCATION OF CEILING FINISH DESIGNATIONS ANDHEIGHTS.
SEE FINISH PLANS AND/OR ENLARGED INTERIOR PLANS & ELEVATIONS FOR EXTENT OF SPECIFIC FINISHDESIGNATIONS.
FINISH COLUMNS IN OPEN AREAS TO MATCH ADJACENT WALLS, UNLESS NOTED OTHERWISE.
SEE SILL DETAILS, FLOORING SPECIFICATIONS AND FINISH PLANS FOR TRANSITION STRIPS.
A.
B.
C.
D.
E.
1 INFILL RUBBER TILE UNITS @ DEMO LOCATIONS. SEE DEMO AND FINISHPLANS FOR LOCATION OF NEW MATERIALS, FIELD VERIFY QUANTITY OFMATERIAL REQUIRED--RE-USE EXISTING MATERIAL TO GREATESTEXTENT POSSIBLE; PROVIDE NEW MATERIAL, TO MATCH, IF NECESSARY.
SECURE, CLEAN, AND SPRAY EXISTING DUCTS AND SUPPORTS,P-4, FLAT.
PAINT ACCENT WALLS, AS INDICATED, SEE FINISH PLAN.
2
3
NEW ARF INFILL
FLOORING MATERIAL
CT-1
ARF (RUBBER FLOOR)
METAL TRANSITION -SEE CT SPECS
CERAMIC TILE
WHERE DOOR/FRAME INDICATEDAT FLOORING TRANSITION,CENTER TRANSITION UNDERDOOR U.N.O.
SEALED CONCRETE / RESILIENT FLOOR
RESILIENT TRANSITION (FT-2) -SEE SPECS
ARF (RUBBER FLOOR)
WHERE DOOR/FRAME INDICATEDAT FLOORING TRANSITION,CENTER TRANSITION UNDERDOOR U.N.O.
REMOVE EXISTINGWAINSCOAT ANDTRIM.
CUT EXISTING TRIMSQUARE, ANDSAND FLUSH WITHWALL.
EXISTINGWAINSCOAT ANDTRIM TO REMAIN
GRAY HATCHINDICATES EXISTINGCONSTRUCTION TOREMAIN
EXISTING WALL TOREMAIN
EXISTINGWAINSCOAT ANDTRIM TO REMAIN
NEW WALLCONSTRUCTIONSEE FLOOR PLANS.
PRO
JEC
T N
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DATE
DRAWING NO.
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TIT
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5/7/
2014
3:1
1:58
PM
A8.1U340
.13
05.0
7.14
FINI
SHES
Auth
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Chec
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BLAT
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OF
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208
Proje
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7-Z1
46
SCHEDULED INTERIOR FINISHES
FINISH SCHEDULE
ROOMNO. ROOM NAME BASE FLOOR
WALLFINISH
WALLFINISH
WALLFINISH
WALLFINISH
CEILING CommentsNORTH EAST SOUTH WEST
137 WEIGHT ROOM EX, RB-1 EX, ARF EX, P-1 EX EX P-1 EX,P-4140 FIELD SUPPORT OFFICE EX, RB-1 EX, ARF, CT-1 P-1,3 P-1,3 P-1,3 P-1,3 EX,P-4140A TOILET CTB-1 CT-1 P-3 P-2 P-2 P-2 APC-1141 OFFICE -- -- -- -- -- -- --142 ELEC -- -- -- -- -- -- --ST06 STAIR -- -- -- -- -- -- --STO5 STAIR -- -- -- -- -- -- --
REV
ISIO
NS
NO
.NA
ME
DATE
GENERAL NOTES - INTERIOR FINISHES
KEYNOTES - FINISH PLAN
LEGEND - FINISHES
REFERENCED ON: 1 1/2" = 1'-0"A8.12 FT1
REFERENCED ON: 1 1/2" = 1'-0"A8.13 FT2
REFERENCED ON: 1 1/2" = 1'-0"A8.1 A8.14 ENLARGED TRIM DETAIL
Swygert & Associates
M1.1
FIR
ST
F
LO
OR
P
LA
N,
DE
TA
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S, N
OT
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,
SC
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D
Swygert & Associates
P1.1
FIR
ST
F
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OR
P
LA
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Swygert & Associates
P2.1
DE
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SC
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, A
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L
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D
DN
AV
AV
V
V
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RR RR
R
R
R R
R
R
R
R
E
E
E
EE
E E E
E
E
ERE
RR
E
RR
RR
R
E
R
RR
EXISTING COMMUNICATIONS ROOM
EXISTINGPANEL
LOCATIONS L7
H9
NOTE 1 RR
NOTE 2
abc
a
a
a
b
b
b
b
b
b
b
b
c
c
c
b
c
c
c
c
3
M
ELECTRICAL SYMBOL LEGEND
b
12
ALIGHTING FIXTURES (SEE LIGHTING FIXTURE SCHEDULE)(LETTER DENOTES TYPE, NUMBER DENOTES CIRCUIT)
LIGHTING FIXTURES WITH BATTERY BACKED CIRCUIT POWER
EXIT SIGN, SINGLE OR DOUBLE FACED, CEILING ORWALL MOUNTED, BATTERY BACKED
SINGLE POLE SWITCH, FLUSH MOUNTED IN WALL AT48" AFF T.O.B. (LETTER DENOTES SWITCHLEG)
THREE WAY SWITCH FLUSH MOUNTED IN WALL AT48" AFF T.O.B.
20 AMP DUPLEX RECEPTACLE, FLUSH MOUNTED IN WALLAT 48" AFF (NUMBER DENOTES CIRCUIT)
20 AMP DUPLEX RECEPTACLE, FLUSH MOUNTED IN WALLAT 42" AFF OR 6" ABOVE COUNTER BACKSPLASH(GFI = GROUND FAULT INTERRUPTER)(WP = WEATHERPROOF METALLIC "IN-USE" TYPE COVER)
20 AMP DOUBLE DUPLEX RECEPTACLE, FLUSH MOUNTEDIN WALL AT 18" AFF UNLESS NOTED OTHERWISE.
VOICE/DATA J-BOX, FLUSH MOUNTED IN WALL AT 42" AFFOR 6" ABOVE COUNTER BACKSPLASH UNLESS NOTEDOTHERWISE. PROVIDE A 4" SQUARE x 2" DEEP STEEL BOXWITH SINGLE-GANG PLASTER RING BLANK PLASTIC/PHENOLICWALLPLATE. PROVIDE ONE 1" EMT RACEWAY WITH PULLSTRING FROM BOX TO EXISTING COMMUNICATIONS ROOM.PROVIDE A PLASTIC BUSHING ON BOTH ENDS OF RACEWAY.
JUNCTION BOX, FLUSH MOUNTED IN WALL AT 18" AFFUNLESS NOTED OTHERWISE(FUNCTION AS INDICATED ON PLAN)
ELECTRICAL PANELBOARDS, SURFACE AND FLUSHMOUNTED RESPECTIVELY
ELECTRICAL SAFETY DISCONNECT SWITCH. PROVIDESWITCH WITH RATINGS AS INDICATED IN THEDISCONNECT SWITCH SCHEDULE SHOWN ON THISSHEET. SURFACE MOUNT SWITCH ON WALL OREQUIPMENT AT LOCATION WHERE SWITCH HASPROPER CLEARANCE IN ACCORDANCE WITH NEC.
ELECTRICAL CONNECTION TO A MOTOR, OR TOMOTOR DRIVEN EQUIPMENT
MOTOR RATED SNAP SWITCH IN NEMA 1 ENCLOSURE
FIRE ALARM MANUAL PULL STATION, SEMI-FLUSH MOUNTIN WALL AT 48" AFF T.O.B.
FIRE ALARM VISIBLE-ONLY (STROBE) INDICATING DEVICE,SEMI-FLUSH MOUNTED IN CEILING(NUMBER INDICATES MINIMUM CANDELA RATING)
FIRE ALARM VISIBLE-ONLY (STROBE) INDICATING DEVICE,SEMI-FLUSH MOUNTED IN WALL AT 80" AFF(NUMBER INDICATES MINIMUM CANDELA RATING)
FIRE ALARM HORN/STROBE INDICATING DEVICE, SEMI-FLUSH MOUNTED IN CEILING(NUMBER INDICATES MINIMUM CANDELA RATING)
FIRE ALARM HORN/STROBE INDICATING DEVICE,(SPEAKER TYPE), SEMI-FLUSH MOUNTED IN WALL AT80" AFF (WP = WEATHERPROOF RATED)(NUMBER INDICATES MINIMUM CANDELA RATING)
PHOTOELECTRIC SPOT-TYPE SMOKE DETECTOR. SEMI-FLUSH MOUNT DETECTOR IN CEILING.
135 DEGREE SPOT-TYPE HEAT DETECTOR, FIXEDTEMPERATURE. SEMI-FLUSH MOUNT DETECTOR IN CEILING.
CONTROL PANELS (SYSTEM AS INDICATED), SURFACE ANDFLUSH MOUNTED RESPECTIVELY.
CARD READER JUNCTION BOX, 4" SQUARE, SEMI-FLUSHMOUNTED IN WALL AT 48" T.O.B. UNLESS NOTEDOTHERWISE. PROVIDE 3/4" CONDUIT FROM BOX TOABOVE CEILING WITH 90° BEND & SINGLE GANGPLASTER RING
SECURITY CAMERA JUNCTION BOX
MOUNTING HEIGHTS INDICATED IN THIS LEGEND SHALL BE TO CENTERLINE OF DEVICE BOX. ALL SWITCHES AND PULL STATIONSSHALL BE INSTALLED TO BE 48" AFF TO TOP OF BOX UNLESS NOTED OTHERWISE.
VOICE/DATA J-BOX, FLUSH MOUNTED IN WALL AT 18"AFF UNLESS NOTED OTHERWISE. PROVIDE A 4" SQUAREx 2" DEEP STEEL BOX WITH SINGLE-GANG PLASTER RINGBLANK PLASTIC/PHENOLIC WALLPLATE. PROVIDE ONE1" EMT RACEWAY WITH PULL STRING FROM BOX TOEXISTING COMMUNICATIONS ROOM. PROVIDE A PLASTICBUSHING ON BOTH ENDS OF RACEWAY.
12
GFIWP
NIGHT LIGHT (NO LOCAL SWITCHING)
2
V
/A V
S
H
R
60cd
30cd
15cd
15cdWP
ELECTRIC DOOR STRIKE
NL
J
F
V
F4 FOUR WAY SWITCH FLUSH MOUNTED IN WALL AT 48" AFFT.O.B.
LIGHT LINE REPRESENTS EXISTING DEVICE, FIXTURE,OR EQUIPMENT TO REMAIN IN PLACE.
DASHED LINE REPRESENTS EXISTING DEVICE, FIXTURE,OR EQUIPMENT TO BE REMOVED. SEEDEMOLITION/RENOVATION NOTATION SCHEDULE FORDETAILED INFORMATION.
FAN SINGLE POLE SWITCH, FLUSH MOUNTED IN WALL AT48" AFF T.O.B. (DESIGNATED FOR EXHAUST FAN)
ELECTRICAL ABBREVIATIONS
NATIONAL ELECTRICAL CODE
GROUND FAULT INTERRUPTER
SW SWITCH
WEATHERPROOFUNDERCOUNTERUC
WP
COPPERCONDUIT
MOUNTING HEIGHT
SMOKE DAMPER
NOT IN CONTRACT
NOT CONCRETE ENCASED
MOTOR DAMPER
JUNCTION BOX
BY GENERAL CONTRACTOR
ISOLATED GROUND
MAIN LUGS ONLY
NON-FUSIBLE
MAIN BREAKERMD
NEC
NIC
SD
NF
NCEMLOMH
J-BOXIG
MB
BGC
CCU
GFI
BY ELECTRICAL CONTRACTORALUMINUM
ABOVE FINISHED GRADEABOVE FINISHED FLOORAFF
AFG
ALBEC
BOF BOTTOM OF FIXTURE
FIRE ALARM CONTROL PANELFIRE ALARM ANNUNCIATORFAA
FACP
DACT DIGITAL ALARM COMMUNICATOR TRANSMITTER
AIU ADDRESSABLE INTERFACE UNIT
PIV POST INDICATING VALVE
FBO FURNISHED BY OTHERS
TOF TOP OF FIXTURETOB TOP OF BOX
DEMOLITION/RENOVATION NOTATION
E EXISTING FIXTURE OR DEVICE TO REMAIN INPLACE.
R EXISTING FIXTURE OR DEVICE TO BE REMOVED BYTHE ELECTRICAL CONTRACTOR. MAINTAIN CONTINUITYOF REMAINING PORTIONS OF BRANCH CIRCUIT.
RE EXISTING DEVICE TO BE REMOVED BY THEELECTRICAL CONTRACTOR. EXISTING CIRCUIT SHALLBE RETAINED. PROVIDE NEW DEVICE AS SHOWNON RENOVATION PLANS.
RR EXISTING FIXTURE TO BE RELOCATED BY THEELECTRICAL CONTRACTOR TO NEW LOCATIONSHOWN ON RENOVATION PLAN.
RN RE-INSTALL EXISTING FIXTURE IN NEW LOCATIONSHOWN
GENERAL NOTES
1. EXISTING BRANCH CIRCUITS LISTED WERETAKEN FROM AS-BUILT DOCUMENTS AND HAVENOT BEEN FIELD VERIFIED. CONTRACTORSHALL FIELD VERIFY SOURCE OF BRANCHCIRCUITS PRIOR TO WORK.
2. ALL CIRCUITS SHALL BE 2#12, 1#12 GND. IN3/4"C. UNLESS NOTED OTHERWISE.
3. COMMUNICATIONS, SECURITY CAMERAS, ANDACCESS CONTROL SYSTEM RACEWAYS SHALLBE ROUTED FROM DEVICE LOCATIONS TOCONSOLIDATION JUNCTION BOX. SEE PLANSFOR DETAILS.
4. ALL WORK SHALL COMPLY WITH NFPA70.2011(NATIONAL ELECTRIC CODE).
5. ELECTRICAL LAYOUT DRAWINGS AREDIGRAMMATIC. COORDINATE ALL WORK WITHARCHITECTURAL, CIVIL, STRUCTURAL, ANDMECHANICAL CONTRACT DOCUMENTS.
6. INSTALL THE ELECTRICAL SYSTEM WITHOUTINTERFERING WITH DUCTS, PIPES, STRUCTURALSTEEL, OR OTHER SYSTEMS.
7. LOCATE LIGHTING FIXTURES SYMMETRICALLY INTHE PROPER RELATION TO FINISHED AREAS,EXCEPT WHERE DIMENSIONED ON DRAWINGSOR LOCATED ON REFLECTED CEILING PLANS.
8. PROVIDE TWO #12 STEEL, SLACK CABLES TOSTRUCTURE FROM EACH FIXTURE MOUNTED INA GRID CEILING.
9. MOUNT GROUPED DEVICES IN A SINGLECONTINUOUS MULTI-GANG BOX.
10. EMT FITTINGS SHALL BE OF THECOMPRESSION TYPE. SET SCREW OR INDENTORTYPE FITTINGS SHALL NOT BE USED.
11. OUTLETS WHICH OCCUR ON OPPOSITE SIDESOF A COMMON WALL SHALL BE OFFSET AMINIMUM OF 12 INCHES.
12. WALL PENETRATIONS FOR RACEWAYS SHALLBE PROVIDED BY ELECTRICAL CONTRACTOR.PROVIDE FIRESTOPPING AROUND RACEWAYSPENETRATING RATED WALLS PERARCHITECTURAL DRAWINGS. PROVIDEDRAFTSTOP SEAL AT NON-RATED WALLS.
13. PAINT ALL EXPOSED RACEWAYS TO MATCHSURROUNDING FINISH.
WIRE/CONDUIT SCHEDULE
ALL OTHER CIRCUITS SHALL BE 2#12, 1#12 GND., 3/4"C.,UNLESS NOTED.
CONDUIT
1-1/4"1-1/4"1-1/4"1-1/4"1-1/2"1-1/2"1-1/2"1-1/2"
2-1/2"2-1/2"2-1/2"2-1/2"
3-1/2"
3 #2/0, 1#6 GND.
4-750KCMil, 1#2 GND.3-750KCMil, 1#2 GND.4-600KCMil, 1#2 GND.3-600KCMil, 1#2 GND.4-500KCMil, 1#3 GND.3-500KCMil, 1#3 GND.4-350KCMil, 1#3 GND.3-350KCMil, 1#3 GND.4-250KCMil, 1#4 GND.3-250KCMil, 1#4 GND.4 #4/0, 1#4 GND.3 #4/0, 1#4 GND.4 #3/0, 1#6 GND.3 #3/0, 1#6 GND.4 #2/0, 1#6 GND.
30
34
373635
333231
26
292827
252423
2#8, 1#10 GND.7
4 #1/0, 1#6 GND.3 #1/0, 1#6 GND.4#1, 1#6 GND.3#1, 1#6 GND.4#2, 1#6 GND.3#2, 1#6 GND.4#3, 1#8 GND.3#3, 1#8 GND.4#4, 1#8 GND.3#4, 1#8 GND.4#6, 1#8 GND.3#6, 1#8 GND.4#8, 1#10 GND.3#8, 1#10 GND
15
22212019181716
11
141312
1098
4#10, 1#10 GND.3#10, 1#10 GND.2#10, 1#10 GND.4#12, 1#12 GND.3#12, 1#12 GND.2#12, 1#12 GND.
WIRE
3
654
21
ID
3"
4"4"5"
3"3"4"
3"
2"2"
3/4"
2"2"2"2"
1"1"1"
3/4"3/4"3/4"3/4"
3/4"3/4"
AREA OFWORK
DN
DN
UP
UP
UP
UP
UP
DN
UPDN
DN
UP
DN UP
DN
DN
UP
UP
UP
No. 26181
RANILORACHTUOS
J EENI
GNE
LANOISSEFORPDESN E CI LA
S
ON E
AR
T
L. HERA
No. 26181
RANILORACHTUOS
J EENI
GNE
LANOISSEFORPDESN E CI LA
S
ON E
AR
T
L. HERA
No. 26181
RANILORACHTUOS
J EENI
GNE
LANOISSEFORPDESN E CI LA
S
ON E
AR
T
L. HERA
No. C00953ASSOC. INC.
BELKAENGINEERING
ANILORACHTUOS
CERTI F I CATE OF AUTHOR I Z
ATI O
N
No. C00953ASSOC. INC.
BELKAENGINEERING
ANILORACHTUOS
CERTI F I CATE OF AUTHOR I Z
ATI O
N
No. C00953ASSOC. INC.
BELKAENGINEERING
ANILORACHTUOS
CERTI F I CATE OF AUTHOR I Z
ATI O
N
ASSOCIATES, INC.ENGINEERINGBELKA
COLUMBIA, SOUTH CAROLINA 29210
(803) 731-0650 fax (803) 731-2880
EMAIL: [email protected]
7 CLUSTERS COURT, SUITE 201
ASSOCIATES, INC.ENGINEERINGBELKA
COLUMBIA, SOUTH CAROLINA 29210
(803) 731-0650 fax (803) 731-2880
EMAIL: [email protected]
7 CLUSTERS COURT, SUITE 201
ASSOCIATES, INC.ENGINEERINGBELKA
COLUMBIA, SOUTH CAROLINA 29210
(803) 731-0650 fax (803) 731-2880
EMAIL: [email protected]
7 CLUSTERS COURT, SUITE 201
GA21401GA21401GA21401
PRO
JEC
T N
O.
DATE
DRAWING NO.
DRA
WN
BY:
CH
ECK
ED B
Y:
PRO
JEC
T TI
TLE
A/E
SEA
LA
/E S
EAL
DR
AW
ING
TIT
LE
JLA
JJS
5/5/
2014
4:5
0:50
PM
E1.0U340
.13
05.0
7.14
ELEC
TRIC
AL D
EMOL
ITIO
N PL
ANBL
ATT
WEI
GHT
ROOM
REN
OVAT
ION
UNIV
ERSI
TY O
F SO
UTH
CARO
LINA
1300
WHE
AT S
TREE
TCO
LUM
BIA,
SC
2920
8Pr
oject
Num
ber:
H27-
Z146
SCALE: 1/8" = 1'-0"E1.0
1 FIRST FLOOR ELECTRICAL DEMOLITION PLAN
ELECTRICAL DRAWING INDEXE1.0 ELECTRICAL DEMOLITION PLAN
E2.0 ELECTRICAL RENOVATION PLAN
E3.0 PANELBOARD SCHEDULES & DETAILS
SCALE: NOT TO SCALEE1.0
5 KEYPLAN
DEMOLITION NOTES1 EXISTING LIGHTING FIXTURES REFERENCED TO THIS NOTE ARE CURRENTLY
MOUNTED IN EXISTING CEILING GRID TO BE DEMOLISHED. DISCONNECT ANDREMOVE FIXTURES TO ALLOW FOR CEILING DEMOLITION AND RE-INSTALL INAPPROXIMATELY SAME LOCATION IN RENOVATION PHASE. SEE SHEET E2.0FOR ADDITIONAL INFORMATION.
2 DISCONNECT AND REMOVE EXISTING LIGHT SWITCH. SWITCH SHALL BEREPLACED WITH A 3-WAY SWITCH IN RENOVATION PHASE.
REV
ISIO
NS
NO
.NA
ME
DATE
DN
AV
V
AV
33
4
3
3F
F
4
JJ
M
J
RR FAN
JJ
JJ
M
R
J
E
E E
E E
E
E E E
E
E
E
E
E
EEWC
A B
C
C
141OFFICE
142ELEC
101GOFFICE
101FOFFICE
STO5STAIR
136JSTORAGE
ST06STAIR
137
WEIGHTROOM
136ISHOWER
H114HALL
140ATOILET
140
FIELDSUPPORTOFFICE
101HOFFICE
101IOFFICE
H116HALL
H126HALL
EVELEVATOR
135CLASSROOM
H111HALL
138HALL
136G
WOMEN'SLOCKERROOM
EXISTING COMMUNICATIONS ROOM -PROVIDE A 4" CONDUIT FROMCOMMUNICATION ROOM STUBBED INHALL H116 ABOVE ACCOUSTICALCEILING.
RN30cd
RN75cd
RN30cd
D
C
C
D
X
X
(TYP.)NOTE 2
EXISTINGPANEL
LOCATIONS
H9
L7
NOTE 3
NOTE 5
NOTE 4
EMEM
EM
EM
NOTE 6
NOTE 6
NOTE 6
NOTE 6
D
D
D
.
EF-1
NOTE 7
GFI
NOTE 8
HANDDRYER
19
16
14
2117
17
15
13
13
13
13
ICEMAKER
18
(TYP.)NOTE 9
(TYP.)NOTE 9
(TYP.)NOTE 10
(TYP.)NOTE 10
(TYP.)NOTE 10
(TYP.)NOTE 10
(TYP.)NOTE 11
RR RR
RR(TYP.)NOTE 12
a
a
a
b
b
b
b
b
b
c
c
c
c
b
a
c
b
b
NOTE 13
NOTE 13
17
NOTE 13
THIS DETAIL IS NOT A WIRING DIAGRAM AND SHALL BE USED TO SHOW INTENT ONLY.UTILIZE EQUIPMENT MANUFACTURER'S WIRING DETAILS FOR ALL CONNECTION DETAILS.
TIME CLOCK
EMERGENCY LIGHTINGBATTERY INVERTER
IOTA MODEL:IIS-125 OR EQUAL
EXTERIOR LIGHTINGBRANCH CIRCUIT
S
MAINTENANCE OVERRIDESWITCH. CLEARLY LABELON FACEPLATE.
CONSTANT HOT TO INVERTERSYSTEM TO MAINTAINBATTERY CHARGE AND FORSENSING POWER LOSS.
TO EXTERIOREMERGENCYLIGHTINGFIXTURES
WIRE/CONDUIT SCHEDULE
ALL OTHER CIRCUITS SHALL BE 2#12, 1#12 GND., 3/4"C.,UNLESS NOTED.
CONDUIT
1-1/4"1-1/4"1-1/4"1-1/4"1-1/2"1-1/2"1-1/2"1-1/2"
2-1/2"2-1/2"2-1/2"2-1/2"
3-1/2"
3 #2/0, 1#6 GND.
4-750KCMil, 1#2 GND.3-750KCMil, 1#2 GND.4-600KCMil, 1#2 GND.3-600KCMil, 1#2 GND.4-500KCMil, 1#3 GND.3-500KCMil, 1#3 GND.4-350KCMil, 1#3 GND.3-350KCMil, 1#3 GND.4-250KCMil, 1#4 GND.3-250KCMil, 1#4 GND.4 #4/0, 1#4 GND.3 #4/0, 1#4 GND.4 #3/0, 1#6 GND.3 #3/0, 1#6 GND.4 #2/0, 1#6 GND.
30
34
373635
333231
26
292827
252423
2#8, 1#10 GND.7
4 #1/0, 1#6 GND.3 #1/0, 1#6 GND.4#1, 1#6 GND.3#1, 1#6 GND.4#2, 1#6 GND.3#2, 1#6 GND.4#3, 1#8 GND.3#3, 1#8 GND.4#4, 1#8 GND.3#4, 1#8 GND.4#6, 1#8 GND.3#6, 1#8 GND.4#8, 1#10 GND.3#8, 1#10 GND
15
22212019181716
11
141312
1098
4#10, 1#10 GND.3#10, 1#10 GND.2#10, 1#10 GND.4#12, 1#12 GND.3#12, 1#12 GND.2#12, 1#12 GND.
WIRE
3
654
21
ID
3"
4"4"5"
3"3"4"
3"
2"2"
3/4"
2"2"2"2"
1"1"1"
3/4"3/4"3/4"3/4"
3/4"3/4"
AREA OFWORK
DN
DN
UP
UP
UP
UP
UP
DN
UPDN
DN
UP
DN UP
DN
DN
UP
UP
UP
No. 26181
RANILORACHTUOS
J EENI
GNE
LANOISSEFORPDESN E CI LA
S
ON E
AR
T
L. HERA
No. 26181
RANILORACHTUOS
J EENI
GNE
LANOISSEFORPDESN E CI LA
S
ON E
AR
T
L. HERA
No. 26181
RANILORACHTUOS
J EENI
GNE
LANOISSEFORPDESN E CI LA
S
ON E
AR
T
L. HERA
No. C00953ASSOC. INC.
BELKAENGINEERING
ANILORACHTUOS
CERTI F I CATE OF AUTHOR I Z
ATI O
N
No. C00953ASSOC. INC.
BELKAENGINEERING
ANILORACHTUOS
CERTI F I CATE OF AUTHOR I Z
ATI O
N
No. C00953ASSOC. INC.
BELKAENGINEERING
ANILORACHTUOS
CERTI F I CATE OF AUTHOR I Z
ATI O
N
ASSOCIATES, INC.ENGINEERINGBELKA
COLUMBIA, SOUTH CAROLINA 29210
(803) 731-0650 fax (803) 731-2880
EMAIL: [email protected]
7 CLUSTERS COURT, SUITE 201
ASSOCIATES, INC.ENGINEERINGBELKA
COLUMBIA, SOUTH CAROLINA 29210
(803) 731-0650 fax (803) 731-2880
EMAIL: [email protected]
7 CLUSTERS COURT, SUITE 201
ASSOCIATES, INC.ENGINEERINGBELKA
COLUMBIA, SOUTH CAROLINA 29210
(803) 731-0650 fax (803) 731-2880
EMAIL: [email protected]
7 CLUSTERS COURT, SUITE 201
GA21401GA21401GA21401
PRO
JEC
T N
O.
DATE
DRAWING NO.
DRA
WN
BY:
CH
ECK
ED B
Y:
PRO
JEC
T TI
TLE
A/E
SEA
LA
/E S
EAL
DR
AW
ING
TIT
LE
JLA
JJS
5/5/
2014
4:5
0:53
PM
E2.0U340
.13
05.0
7.14
ELEC
TRIC
AL R
ENOV
ATIO
N PL
ANBL
ATT W
EIGH
T ROO
M RE
NOVA
TION
UNIV
ERSI
TY O
F SO
UTH
CARO
LINA
1300
WHE
AT S
TREE
TCO
LUM
BIA,
SC
2920
8Pr
oject
Num
ber:
H27-
Z146
SCALE: 1/8" = 1'-0"E2.0
1 FIRST FLOOR ELECTRICAL RENOVATION PLAN
RENOVATION NOTES1 LIGHTING FIXTURE BRANCH CIRCUITS SHALL BE FED FROM EXISTING PANEL
"H9", UNLESS NOTED OTHERWISE.
2 RECEPTACLES SHALL BE FED BY EXISTING BRANCH CIRCUIT IN PANEL "L7"THAT FED RECEPTACLES REMOVED IN DEMOLITION PHASE.
3 EXTERIOR CORRIDOR. DO NOT ROUTE COMMUNICATIONS RACEWAYS THROUGHTHIS AREA OR THROUGH ADJACENT STAIRWELL.
4 PROVIDE AN (IOTA IIS-125) EMERGENCY LIGHTING INVERTER TO SUPPORTEXTERIOR LIGHTING. SEE DETAIL 2 ON THIS SHEET FOR ADDITIONALINFORMATION.
5 PROVIDE AN (INTERMATIC ET90115C) TIMECLOCK TO SUPPORT CONTROL OFEXTERIOR LIGHTING. SEE DETAIL 2 ON THIS SHEET FOR ADDITIONALINFORMATION.
6 CONTRACTOR SHALL SET CANDELA RATING OF RELOCATED FIRE ALARMINDICATING DEVICES TO MATCH THE INDICATED RATINGS ON THE RENOVATIONPLAN, THIS SHEET.
7 PROVIDE A 12" SQUARE BOX MOUNTED HIGH ON WALL FOR CONSOLIDATIONOF COMMUNICATIONS SYSTEM, SECURITY SYSTEM, AND ACCESS CONTROLSYSTEM RACEWAYS. PROVIDE A 3" NIPPLE INTO CORRIDOR ABOVEACOUSTICAL DROPPED CEILING WITH PROTECTIVE BUSHING ON END.
8 MAKE ALL REQUIRED CONNECTIONS TO WATER HEATER ABOVE CEILING.COORDINATE EXACT LOCATION WITH PLUMBING CONTRACTOR PRIOR TOROUGH-IN.
9 PAINT ALL EXPOSED RACEWAYS AND BOXES IN WEIGHTROOM AND FIELDSUPPORT SPACE TO MATCH SURROUNDING FINISH.
10 MODIFY AND EXTEND EXISTING LIGHTING BRANCH CIRCUIT TO NEW LIGHTFIXTURE LOCATIONS.
11 REPLACE EXISTING SINGLE-POLE SWITCH WITH A 3-WAY SWITCH ANDRE-WORK LIGHTING SWITCHLEG AND TRAVELERS TO TIE TO 3-WAY AND4-WAY SWITCHES AT OTHER ENTRY POINTS.
12 CHAIN-HANG EXISTING FIXTURES FROM STRUCTURE IN APPROXIMATELY THESAME LOCATION. FIXTURES SHALL BE MOUNTED AT HEIGHT TO MATCHSURROUNDING SUSPENDED FIXTURES.
13 PROVIDE ROUGH-IN FOR ACCESS CONTROL DOORS REFERENCED TO THISNOTE PER DETAILS 1 & 3 ON SHEET E3.0.
LIGHTING FIXTURE SCHEDULE
SymbolTypeMark Description Manufacturer Model
OpticalElement Mounting Voltage Lamps
.
.
A 2'x2' FLUORESCENT GRID TROFFER, 2LAMPS
DAY-BRITECOLUMBIAH.E. WILLIAMS
2TG8 217R 21 277 1/2 .125 ACRYLICLENS
GRID 277 V 2 - F17T8/ADV841/ALTO
.
.
B 2' WALL MOUNTED VANITY FIXTURE DAY-BRITEPRUDENTIAL
AVW 117 PMW 277 DEK1/1-EB
ACRYLIC LENS WALL 277 V 1 - F17T8/ADV841/ALTO
.
.
C EXTERIOR WALL FIXTURE, INVERTER BACKED.PROVIDE LABEL ON FIXTURE INDICATINGONLY LED LAMPS SHALL BE USED.
VISION 3OCLINTENSE
WM1A *FINISH* C2MO12-75-120 121 0 0 0
GLASS LENS WALL ABOVE DOOR 120 V L.E.D. (12W, 684 LUMENS, 80+ CRI,3000K)
.
.
D SUSPENDED FLUORESCENT FIXTURE LEDALITEPINNACLE
4806 F02 BJ 412E B DIFFUSED LENS NOTE 1 277 V 2 - F28T5/841/ALTO
.
.
EM EMERGENCY LIGHTING UNIT CHLORIDEDUAL-LITEEMERGI-LITE
CAX6N NONE WALL 8'0"AFF 277 V 2 - 6W MR16
.
.
X LED EXIT SIGN WITH NiCad BATT., REDLETTERS AND WHITE CANOPY, 1 FACE
CHLORIDEDUAL-LITEEMERGI-LITE
ER46L 1 R NONE CEILING 277 V L.E.D. INCLUDED
SCALE: NOT TO SCALEE2.0
2 EXTERIOR LIGHTING CONTROL DETAIL
LIGHTING FIXTURE SCHEDULE NOTES:
1. LIGHTING FIXTURES SHALL BE FURNISHED BY OWNER AND INSTALLED BY CONTRACTOR.2. FIXTURE SHALL BE SUSPENDED SUCH THAT THE BOTTOM OF THE FIXTURE IS AT THE BOTTOM OF THE EXISTING DUCT WORK. COORDINATE EXACT HEIGHT IN THE
FILED.3. FOR EACH FIXTURE LISTED IN THE LIGHTING FIXTURE SCHEDULE THE FIRST MANUFACTURER LISTED IS THE BASIS OF DESIGN. MODEL NUMBERS LISTED ARE FOR THE
BASIS OF DESIGN MANUFACTURER ONLY. ANY OTHER MANUFACTURER'S LISTED INDICATE THAT THEY MAY BE CONSIDERED AS A PRIOR APPROVED EQUAL. PRIORAPPROVED EQUAL, SHALL BE DEFINED AS THE ABILITY TO PROVIDE AN EQUAL FIXTURE TO THE BASIS OF DESIGN.
4. CONTRACTORS MAY SUBMIT PROPOSED EQUALS FOR ANY FIXTURES LISTED 10-DAYS PRIOR TO BID TO ENGINEER FOR REVIEW.
SCALE: NOT TO SCALEE2.0
3 KEYPLAN
REV
ISIO
NS
NO
.NA
ME
DATE
REX SWITCH: 1/2" EMT.
DOOR ALARM HORN: 1/2" EMT.
DOOR POSITION SWITCH: 1/2" EMT.
DOOR LOCK POWER AND REX SWITCH COMBINED: 3/4" EMT.
CARD READER: 1" EMT RUN.
NETWORK COMMUNICATIONS: 3/4" EMT TO COMMUNICATIONS JUNCTION.
H
J
D
G
F
E
CABINET INTERCONNECTION: 1" EMT RUN BETWEEN ACCESS CONTROL CABINETRY.
FIRE ALARM CONTROL: 1/2" EMT RUN TO FIRE ALARM SIGNALING LINE AND POWERCIRCUITS.
120 VAC: 1/2" EMT TO ACCESS CONTROL BACKBOARD.
CONDUIT/CABLE
DOOR LOCK POWER SUPPLY. FURNISHED BY DOOR HARDWARE SUPPLIER.
FIRE ALARM ADDRESSABLE INTERFACE UNIT/CONTROL RELAY.
12" X 12" X 6" NEMA1 JUNCTION BOX WITH A 3/4" INTERIOR GRADE A FIRERETARDANT BACKBOARD. SEE DETAIL 2 ON THIS SHEET.
EGRESS HARDWARE WITH INTEGRAL ELECTRIC LATCH RETRACTION AND REX SWITCH.FURNISHED BY DOOR HARDWARE SUPPLIER.
DOOR MOUNTED ELECTRIC POWER TRANSFER DEVICE. FURNISHED BY DOOR HARDWARESUPPLIER.
ELECTRIC STRIKE. FURNISHED BY DOOR HARDWARE SUPPLIER.
MAGNETIC DOOR POSITION SWITCH. FURNISHED BY DOOR HARDWARE SUPPLIER.
ACCESS CONTROL CARD READER MOUNTED ON UNSECURE SIDE OF DOOR/GATE.
C
B
A
10
7
8
9 DOOR ALARM HORN. SEE SYSTEM PLANS FOR SIDE OF DOOR/LOCATION.
11
3
4
2
6
DEVICES
1 2O AMP SINGLE POLE TOGGLE SWITCH.
FIRE ALARM INTERFACE: 1/2" EMT.K
ACCESS CONTROL TERMINAL CONTROLLER CABINET (TC#).5
FINISHED FLOOR
10TYPICAL OF BOTH LEAVES.CABLES CONCEALED IN DOOR.ROUTE LATCH POWER AND REX
10
HG
FE
8
7
9
8
7
F
6
1
B
A
2
4A
3
C
K C5
MOUNT CABINETS HIGH ABOVE STOREFRONT.PAINT BOXES AND RACEWAYS BLACK.
D
48"
L
DOOR DETAIL SYMBOLOGY
3/4" EMT.
NOTES
1.
"L7"
3∅,4W
PANELBOARD
208/120V
50A M.B.
PANELBOARD
120/208V
225A M.B.
EXISTING
3∅,4W
"H9"
15KVATRANS.NOTE 1
REPLACE EXISTING 20-AMP, 3-POLE CIRCUIT BREAKER IN PANEL "H9" THATPREVIOUSLY SERVED THE EXISTING 9KVA TRANSFORMER WITH A 30-AMP,3-POLE CIRCUIT BREAKER. 30-AMP CIRCUIT BREAKER SHALL SERVE NEW15KVA TRANSFORMER IN ITS PLACE.
3-#10, 1#10GIN 3/4"C
4-#6, 1#8GIN 1"C
NOTES
BASEMENT LEVEL
1. ALL EQUIPMENT AND RACEWAYS SHOWN WITH A DASHED LINE SHALL BEREMOVED AND DISPOSED OF PROPERLY.
"L7"
3∅,4W
PANELBOARD
208/120V
EXISTING
30A M.B.
PANELBOARD
120/208V
225A M.B.
EXISTING
3∅,4W
"H9"
9KVATRANS.
EXISTING
4
3/4" GRADE A PLYWOODBACKBOARD
20 AMP RECEPTACLE.
GREENLITE CABLE ACCESSORY CORP.MODEL GTB-8-12 TERMINAL BLOCKFOR CURRENT AND/OR FUTURE USE.
GREENLITE CABLE ACCESSORY CORP.
FOR CURRENT AND/OR FUTURE USE.MODEL GTB-8-12 TERMINAL BLOCK
SHUNT FUNCTION.12 VDC SPDT RELAY FOR ALARM HORN
1/2" FLEX FOR 120 V.(NOT SHOWN ON DOORDETAILS.)
OPERATOR SWITCH SHUNT FUNCTION12 VDC SPDT RELAY FOR DOOR
(ONLY ON AUTO OPERATOR DOORS).
48"
ROUTE REX CABLE WIRINGCONCEALED IN DOOR.
F
1011
D5
C
6
K
C
9
8
H
3A
4
2
F
A
B
1
G
E
7
MOUNT CABINETS AS HIGH AS POSSIBLEAND PAINT CABINETS AND ALL EXPOSEDRACEWAYS TO MATCH SURROUNDINGFINISH.
FINISHED FLOOR
No. 26181
RANILORACHTUOS
J EENI
GNE
LANOISSEFORPDESN E CI LA
S
ON E
AR
T
L. HERA
No. 26181
RANILORACHTUOS
J EENI
GNE
LANOISSEFORPDESN E CI LA
S
ON E
AR
T
L. HERA
No. 26181
RANILORACHTUOS
J EENI
GNE
LANOISSEFORPDESN E CI LA
S
ON E
AR
T
L. HERA
No. C00953ASSOC. INC.
BELKAENGINEERING
ANILORACHTUOS
CERTI F I CATE OF AUTHOR I Z
ATI O
N
No. C00953ASSOC. INC.
BELKAENGINEERING
ANILORACHTUOS
CERTI F I CATE OF AUTHOR I Z
ATI O
N
No. C00953ASSOC. INC.
BELKAENGINEERING
ANILORACHTUOS
CERTI F I CATE OF AUTHOR I Z
ATI O
N
ASSOCIATES, INC.ENGINEERINGBELKA
COLUMBIA, SOUTH CAROLINA 29210
(803) 731-0650 fax (803) 731-2880
EMAIL: [email protected]
7 CLUSTERS COURT, SUITE 201
ASSOCIATES, INC.ENGINEERINGBELKA
COLUMBIA, SOUTH CAROLINA 29210
(803) 731-0650 fax (803) 731-2880
EMAIL: [email protected]
7 CLUSTERS COURT, SUITE 201
ASSOCIATES, INC.ENGINEERINGBELKA
COLUMBIA, SOUTH CAROLINA 29210
(803) 731-0650 fax (803) 731-2880
EMAIL: [email protected]
7 CLUSTERS COURT, SUITE 201
GA21401GA21401GA21401
PRO
JEC
T N
O.
DATE
DRAWING NO.
DRA
WN
BY:
CH
ECK
ED B
Y:
PRO
JEC
T TI
TLE
A/E
SEA
LA
/E S
EAL
DR
AW
ING
TIT
LE
JLA
JJS
5/5/
2014
4:5
0:55
PM
E3.0U340
.13
05.0
7.14
PANE
LBOA
RD S
CHED
ULES
&DE
TAIL
SBL
ATT W
EIGH
T ROO
M RE
NOVA
TION
UNIV
ERSI
TY O
F SO
UTH
CARO
LINA
1300
WHE
AT S
TREE
TCO
LUM
BIA,
SC
2920
8Pr
oject
Num
ber:
H27-
Z146
SCALE: NOT TO SCALEE3.0
1
TYPICAL DOUBLE DOOR DETAILACCESS CONTROLLED DOORS
Total Conn. Load: 5228 VAPanel Totals
Legend:Total Amps: 25 A 3 A 21 ATotal Load: 2.7 kVA 0.3 kVA 2.2 kVA
23 SPARE 20 A 1 0.0... 0.0 kVA 1 20 A SPARE 2421 CEILING FANS 20 A 1 0.0... 0.0... 1 20 A SPARE 2219 WATER HEATER 20 A 1 1.7 kVA 0.0... 1 20 A SPARE 2017 ACCESS CONTROL 20 A 1 0.6... 1.6 kVA 1 20 A ICE MAKER 1815 RESTROOM EF 20 A 1 0.1... 0.2... 1 20 A RECP. - WATER BOTTLE FILLER 1613 EXTERIOR BUILDING LTS 20 A 1 0.0 kVA 1.0... 1 20 A HAND DRYER 1411 0.0... 0.0 kVA 1 20 A EXISTING 129
EXISTING 20 A 20.0... 0.0... 1 20 A EXISTING 10
7 EXISTING 20 A 1 0.0 kVA 0.0... 1 20 A EXISTING 85 EXISTING 20 A 1 0.0... 0.0 kVA 1 20 A EXISTING 63 EXISTING GFCI 20 A 1 0.0... 0.0... 1 20 A EXISTING 41 EXISTING 20 A 1 0.0 kVA 0.0... 1 20 A EXISTING 2
CKT Circuit DescriptionWire
ID Trip Poles A B C Poles TripWire
ID Circuit Description CKT
Notes:
Enclosure: Type 1 MCB Rating: 50 AMounting: Surface Wires: 4 Mains Rating: 50 A
Supply From: Phases: 3 Mains Type: MAIN CIRCUIT BREAKERLocation: ELEC 142 Volts: 120/208 Wye A.I.C. Rating: 10,000
Branch Panel: L7
SCALE: NOT TO SCALEE3.0
5
RENOVATION POWERSINGLE-LINE DIAGRAM
Total Conn. Load: 0 VAPanel Totals
Legend:Total Amps: 0 A 0 A 0 ATotal Load: 0.0 kVA 0.0 kVA 0.0 kVA
11 0.0... 0.0 kVA 1 20 A EXISTING 129
SPARE 20 A 20.0... 0.0... 1 20 A EXISTING 10
7 EXISTING 20 A 1 0.0 kVA 0.0... 1 20 A EXISTING 85 EXISTING 20 A 1 0.0... 0.0 kVA 1 20 A EXISTING 63 EXISTING GFCI 20 A 1 0.0... 0.0... 1 20 A EXISTING 41 EXISTING 20 A 1 0.0 kVA 0.0... 1 20 A EXISTING 2
CKT Circuit DescriptionWire
ID Trip Poles A B C Poles TripWire
ID Circuit Description CKT
Notes:
Enclosure: Type 1 MCB Rating: 50 AMounting: Surface Wires: 4 Mains Rating: 30 A
Supply From: Phases: 3 Mains Type: MAIN CIRCUIT BREAKERLocation: ELEC 142 Volts: 120/208 Wye A.I.C. Rating: 10,000
Existing Branch Panel: L7
SCALE: NOT TO SCALEE3.0
4
PARTIAL EXISTING POWERSINGLE-LINE DIAGRAM
SCALE: NOT TO SCALEE3.0
2
ENLARGED PLAN ACCESSCONTROL JUNCTION BOX
SCALE: NOT TO SCALEE3.0
3
TYPICAL SINGLE DOOR DETAILACCESS CONTROLLED DOORS
REV
ISIO
NS
NO
.NA
ME
DATE
