SYMBOL REFERENCE LEGEND
EXTERIOR ELEVATION REFERENCE
X
X.X
SECTION REFERENCE
X
X.X
INTERIOR ELEVATION REFERENCE
X
X.XX
COLUMN REFERENCE
A
1
SPACE REFERENCE
NAME
XXX
DOOR REFERENCE
INTERIOR ELEVATION REFERENCE
WINDOW REFERENCE
ELEVATION REFERENCE
WALL PARTITION REFERENCE
REVISION REFERENCE
KEYNOTE REFERENCE
ORIENTATION REFERENCE
NORTH
ABBREVIATIONS
±
PLUS/MINUS
ABV.
A/C
A.C.T.
ADJ.
A.F.F.
ALT.
ALUM.
ANOD.
ARCH.
AUTO.
ABOVE
AIR CONDITIONING
ACOUSTICAL TILE
ADJACENT
ABOVE FINISHED FLOOR
ALTERNATE
ALUMINUM
ANODIZED
ARCHITECT(URAL)
AUTOMATIC
BD.
BLDG.
BLKG.
BLW.
B.M.
B.N.
B.0.
BRG.
B.S.
BTM.
B.W.
BOARD
BUILDING
BLOCKING
BELOW
BENCH MARK
BIDDING & NEGOTIATIONS
BY OTHERS
BEARING
BOTH SIDES
BOTTOM
BOTH WAYS
C.O.
CAB.
C.D.
C.I.P.
C.J.
CL.
℄
CLG.
CLR.
C.M.U.
C.O.
COL.
COMBO.
CONC.
CONST.
C.P.D.
CPT.
C.S.
C.T.
CONSTRUCTION ADMINISTRATION
CABINET
CONSTRUCTION DOCUMENTS
CAST IN PLACE
CONTROL JOINT
CLOSET
CENTERLINE
CEILING
CLEAR
CONCRETE MASONRY UNIT
CASED OPENING
COLUMN
COMBINATION
CONCRETE
CONSTRUCTION
CIVIL PROPOSED DRAWING
CARPET(ED)
CAST STONE
CERAMIC TILE
DBL.
D.D
DEM.
D.F.
DIA.
DIM.
DN.
DS.
DTL.
DTLS.
DWG.
DOUBLE
DESIGN DEVELOPMENT
DEMOLISH, DEMOLITION
DRINKING FOUNTAIN
DIAMETER
DIMENSION
DOWN
DOWNSPOUT
DETAIL
DETAILS
DRAWING
E.
E.F.
E.J.
ELEC.
EL.
ELEV.
EMER.
ENG.
EQ.
EQUIP.
ETR
EST.
ETC.
EXH.
EXIST.
EXT.
EAST
EACH FACE
EXPANSION JOINT
ELECTRIC(AL)
ELEVATION
ELEVATOR
EMERGENCY
ENGINEER
EQUAL
EQUIPMENT
EXISTING TO REMAIN
ESTIMATE
ECETERA
EXHAUST
EXISTING
EXTERIOR
F.B.O.
F.D.
F.E.
F.E.C.
F.F.E.
FIN.
FLR.
F.O.
F.O.F.
F.O.M.
F.O.S.
F.P.
FTG.
F.W.C.
FURNISHED BY OTHERS
FLOOR DRAIN
FIRE EXTINGUISHER
FIRE EXTINGUISHER CABINET
FINISHED FLOOR ELEVATION
FINISH
FLOOR(ING)
FINISHED OPENING
FACE OF FINISH
FACE OF MASONRY
FACE OF STUDS
FIRE PROTECTION
FOOTING
FABRIC WALL COVERING
GA.
GALV.
G.C.
G.F.
GLZ.
G.M.C.A.
GRT.
GVL.
GYP. BD.
GAGE, GUAGE
GALVANIZED
GENERAL CONTRACT(OR)
GROUND FACE
GLASS, GLAZING
GILBERT|McLAUGHLIN|CASELLA ARCHITECTS
GROUT
GRAVEL
GYPSUM BOARD
H.
H.B.
H.C.
HDR.
H.M.
HOR.
HR.
HT.
HTG.
H.V.A.D.
HWD.
HEIGHT
HOSE BIBB
HOLLOW CORE
HEADER
HOLLOW METAL
HORIZONTAL
HOUR
HEIGHT
HEATING
HEATING, VENTILATING & AIR CONDITIONING
HARDWOOD
I.D.
INFO.
INSUL.
INT.
INV.
INSIDE DIAMETER
INFORMATION
INSULATE(D/ION)
INTERIOR
INVERT
JAN.
J.O.
JST.
JT.
JANITORIAL
JOB OBSERVATION
JOIST
JOINT
KIT.
KITCHEN
L.
L.A.
LAM.
LAV.
L.H.
L.L.
LVR.
LENGTH
LANDSAPE ARCHITECT
LAMINATE(D)
LAVATORY
LEFT HAND
LOWER LEVEL
LOUVER
MAS.
MAX.
MECH.
MED.
KIT.
MIN.
MISC.
MLD.
M.O.
MTL.
MULL.
MASONRY
MAXIMUM
MECHANICAL
MEDIUM
MANUFACTUR(ER)
MINIMUM
MISCELLANEOUS
MOLDING, MOULDING
MASONRY OPENING
METAL
MULLION
N.
N.I.C.
NO.
NOM.
N.T.S.
NORTH
NOT IN CONTRACT
NUMBER
NOMINAL
NOT TO SCALE
O.C.
O.D.
OH.
OPNG.
OPP.
ON CENTER
OUTSIDE DIAMETER
OVERHEAD
OPENING
OPPOSITE
PART.
P.C.C.
PKG.
P.L.
PLUMB.
PLYWD.
PRE-FIN.
P.T.
PTD.
PVMT.
PARTITION
PRECAST CONCRETE
PARKING
PROPERTY LINE
PLUMBING
PLYWOOD
PRE-FINISHED
PRESSURE TREAT(ED), POST TENSIONED
PAINT(ED)
PAVEMENT
Q.T.
QUARRY TILE
RAD.
R.A.G.
R.B.
R.C.D.
R.L.
RE-INF.
REF.
REQ.
REV.
R.F.I.
RM.
R.O.
R.O.W.
R.T.
RADIUS
RETURN AIR GRILLE
RUBBER BASE
REFLECTED CEILING PLANS
ROOF DRAIN
RE-INFORCED
REFRIGERATOR
REQUIRED
REVISION(S), REVISED
REQUEST FOR INFORMATION
ROOM
ROUGH OPENING
RIGHT OF WAY
RUBBER TILE
S.
S.C.
SCHED.
S.D.
SECT.
SHT.
SIM.
SPEC.
S.S.
STD.
STO.
STRUCT.
SUS.
SYS.
SOUTH
SOLID CORE
SCHEDULE
STORM DRAIN, SCHEMATIC DESIGN
SECTION
SHEET
SIMILAR
SPECIFICATION
STAINLESS STEEL
STANDARD
STORAGE
STRUCTURAL
SUSPENDED
SYSTEM
TEL.
TELECOM.
T.B.D.
T&G
T.O.J.
T.P.
T.O.S.
T.O.W.
TV.
TYP.
TELEPHONE
TELECOMMUNICATIONS
TO BE DETERMINED
TONGUE AND GROOVE
TOP OF JOIST
TOILET PARTITION
TOP OF STEEL
TOP OF WALL
TELEVISION
TYPICAL
U.L.
U.N.O.
UTIL.
UPPER LEVEL
UNLESS NOTED OTHERWISE
UTILITY
V.C.T.
VEN.
VERT.
VEST.
VINYL COMPOSITION TILE
VENEER
VERTICAL
VESTIBULE
W.
W.C.
W.D.
W/D
W.G.
W.H.
WIN.
W.M.
W.T.W.
W.W.F.
W/
W/O
WEST, WIDTH, WIDE
WATER CLOSET, WATER COOLER
WOOD
WASHER/DRYER
WIRED GLASS
WATER HEATER
WINDOW
WIRE MESH
WALL TO WALL
WELDED WIRE FABRIC
WITH
WITHOUT
GENERAL NOTES
1) THE DESIGNER IS SOLELY RESPONSIBLE FOR THE DESIGN INTERPRETATION OF THE CONSTRUCTION DOCUMENTS.
2) UNLESS OTHERWISE PROVIDED IN THE CONTRACT DOCUMENTS, THE CONTRACTOR SHALL SECURE AND PAY FOR THE BUILDING PERMIT AND OTHER PERMITS
AND GOVERNMENTAL FEES, LICENSES AND INSPECTIONS NECESSARY FOR PROPER EXECUTION AND COMPLETION OF THE WORK. THESE ARE CUSTOMARILY
SECURED AFTER EXECUTION OF THE CONTRACT AND ARE LEGALLY REQUIRED WHEN BIDS ARE RECEIVED OR NEGOTIATIONS CONCLUDED. THE CONTRACTOR
SHALL COMPLY WITH AND GIVE NOTICES REQUIRED BY LAWS, ORDINANCES, RULES REGULATIONS AND LAWFUL ORDERS OF PUBLIC AUTHORITIES BEARING ON
PERFORMANCE OF THE WORK.
3) THE CONTRACTOR SHALL TAKE FIELD MEASUREMENTS AND VERIFY FIELD CONDITIONS AND SHALL CAREFULLY COMPARE SUCH FIELD MEASUREMENTS AND
CONDITIONS AND OTHER INFORMATION KNOWN TO THE CONTRACTOR WITH THE CONTRACT DOCUMENTS BEFORE COMMENCING ACTIVITIES. ERRORS,
INCONSISTENCIES OR OMISSIONS DISCOVERED SHALL BE REPORTED TO THE DESIGNER AT ONCE.
4) THE GENERAL CONTRACTOR SHALL SUPERVISE AND DIRECT THE WORK, USING THE CONTRACTOR'S BEST SKILL AND ATTENTION. THE CONTRACTOR SHALL BE
SOLELY RESPONSIBLE FOR AND HAVE CONTROL OVER CONSTRUCTION MEANS, METHODS, TECHNIQUES, SEQUENCES AND PROCEDURES; AND FOR
COORDINATING ALL PORTIONS OF THE WORK UNDER THE CONTRACT, UNLESS THE CONTRACT DOCUMENTS GIVE SPECIFIC INSTRUCTIONS CONCERNING
THESE MATTERS.
5) THE CONTRACTOR SHALL BE RESPONSIBLE TO THE OWNER FOR ACTS AND OMISSIONS OF THE CONTRACTOR'S EMPLOYEES, SUBCONTRACTORS AND THEIR
AGENTS AND EMPLOYEES, AND OTHER PERSONS PERFORMING PORTIONS OF THE WORK UNDER A CONTRACT WITH THE CONTRACTOR.
6) THE GENERAL CONTRACTOR SHALL COORDINATE THE LOCATION AND INSTALLATION OF BUILDING SYSTEMS AND EQUIPMENT AND VERIFY THAT REQUIRED
CLEARANCES FOR INSTALLATION AND MAINTENANCE OF THE EQUIPMENT AND ASSOCIATED WORK ARE PROVIDED. THIS INCLUDES BUT IS NOT LIMITED TO THE
FOLLOWING SYSTEMS: MECHANICAL, ELECTRICAL, LIGHTING, PLUMBING, AND TECHNOLOGY.
7) THE GENERAL CONTRACTOR SHALL COORDINATE WITH ALL BUILDING TRADES INVOLVED IN THE PROJECT FOR PREPARATION OF SHOP DRAWINGS TO INSURE
PROPER CLEARANCES FOR FIXTURES, DUCTS, CEILING, ETC. SO AS TO MAINTAIN THE SPECIFIED CEILING HEIGHT NOTED ON THE DRAWINGS. CLARIFY ANY
CONFLICTS WITH THE DESIGNER.
8) INSTALL ALL MANUFACTURED ITEMS, MATERIALS AND EQUIPMENT IN STRICT ACCORDANCE WITH MANUFACTURER'S RECOMMENDED SPECIFICATIONS, EXCEPT
WHERE THEY DIFFER FROM SPECIFICATIONS HEREIN. THE MORE STRINGENT SPECIFICATION SHALL BE THE BASIS FOR THE WORK. NOTIFY THE DESIGNER OF ANY
CONFLICTING RECOMMENDATIONS.
9) THE GENERAL CONTRACTOR SHALL SUBMIT PLANS FOR ALL FIXED FIRE PROTECTION EQUIPMENT SUCH AS STANDPIPES, SPRINKLER SYSTEMS, AND FIRE ALARM
SYSTEMS, AND HAVE THEM APPROVED BY GOVERNING REGULATORY AGENCIES BEFORE EQUIPMENT IS INSTALLED. SPRINKLER HEAD LOCATIONS ARE SHOWN IN
AREAS WITH FINISHED CEILINGS FOR COORDINATION PURPOSES ONLY. THE CONTRACTOR SHALL INCLUDE SUFFICIENT HEADS IN ALL SPACES TO PROVIDE 100%
COMPLETE COVERAGE OF ROOM (SPACE) DEFINED IN NFPA STANDARD 13. IN ROOMS WITH LAY-IN CEILING TILE SPRINKLER HEADS SHALL BE LOCATED IN THE
CENTER OF THE CEILING TILE UNLESS NOTED OTHERWISE.
10) DASHED-IN EQUIPMENT SHOWN AND NOTED SHALL BE FURNISHED BY THE OWNER: RECEIVED, STORED AND INSTALLED BY THE GENERAL CONTRACTOR.
EQUIPMENT NOTED AS "N.I.C." IS NOT IN THIS CONTRACT.
TERMINOLOGY:
1) "TYPICAL" OR "TYP." MEANS IDENTICAL FOR ALL CONDITIONS WHICH MATCH ORIGINAL CONDITION INDICATED, U.N.O.
2) "SIMILAR" OR "SIM." MEANS COMPARABLE CHARACTERISTICS FOR THE CONDITIONS NOTED. VERIFY DIMENSIONS AND ORIENTATION OF CONDITIONS WHICH
VARY FROM TYPICAL OR SIMILAR CONDITIONS INDICATED.
3) "ALIGN" MEANS ALIGNMENT OF SIMILAR COMPONENTS OF CONSTRUCTION, (WALLS, JAMBS, ETC.) WHICH ARE ADJACENT OR SHALL BE IN LINE WITH EACH
OTHER ACROSS VOIDS.
RATED PARTITIONS:
1) PARTITIONS WHICH EXTEND TO THE UNDERSIDE OF STRUCTURE SHALL BE TIGHTLY SEALED. THE INTEGRITY OF RATED PARTITIONS AND SMOKE PARTITIONS
SHALL BE MAINTAINED AT CORNERS AND AT INTERSECTIONS OF OTHER PARTITION TYPES. FILL ALL VOIDS AS DETAILED AND/ OR AS REQUIRED USING MATERIALS
APPROVED BY GOVERNING CODES. SMOKE AND RATED PARTITIONS SHALL CONTINUE TO INSIDE FACE OF EXTERIOR WALL AND SHALL BE SEALED COMPLETELY
ACCORDING TO GOVERNING CODES.
DIMENSIONS:
1) THE CONTRACTOR SHALL NOT SCALE THE DRAWINGS.
2) DIMENSIONS ARE NOT ADJUSTABLE UNLESS NOTED WITH A PLUS/MINUS TOLERANCE.
3) ALL FLOOR TO FLOOR AND CEILING HEIGHTS SHOWN ON DRAWINGS ARE FROM TOP OF FLOOR LINE UNLESS OTHERWISE NOTED "AFF" (ABOVE FINISH FLOOR)
4) DIMENSIONS ARE INDICATED AS FOLLOWS U.N.O.:
INTERIOR FRAMING: FROM FACE OF STUD TO FACE OF STUD
EXTERIOR WALLS: FROM EXTERIOR FACE OF WALL TO INTERIOR FACE OF STUD
DOORS:
1) DOORS SHALL BE LOCATED 6" FROM CLEAR OPENING TO ADJACENT WALL U.N.O.
2) THE CONTRACTOR SHALL UNDERCUT INTERIOR DOORS AS REQUIRED TO CLEAR FINISH FLOOR BY 1/4" U.N.O..
BLOCKING:
1) THE GENERAL CONTRACTOR SHALL PROVIDE WOOD BLOCKING AS REQUIRED ABOVE CEILINGS; AND IN PARTITIONS BEHIND WALL HUNG EQUIPMENT,
SHELVING, CABINETS, ETC. PROVIDE FIRE RETARDANT WOOD BLOCKING AT FIRE RATED WALL OR CEILING ASSEMBLY LOCATIONS.
CASEWORK:
1) CASEWORK DIMENSIONS SHALL BE FIELD VERIFIED BEFORE UNIT FABRICATION OR INSTALLATION.
GENERAL RENOVATION NOTES
1) EXISTING CONSTRUCTION (PARTITIONS, DOORS, PLUMBING FIXTURES, CASEWORK, EQUIPMENT, ETC.) IS INDICATED ON THE FLOOR PLANS, WITH LINES IN
A LIGHTER SHADE (SCREENED). NEW CONSTRUCTION IS INDICATED BY FULL INTENSITY (SOLID) LINES. REFER TO DEMOLITION DRAWINGS FOR EXISTING
CONSTRUCTION TO BE REMOVED.
2) THE GENERAL CONTRACTOR SHALL PROVIDE PROTECTIVE COVERING FOR CARPET, FURNISHINGS, FINISHES, AND COMMON AREAS IN EXISTING AREAS NOT
DESIGNATED FOR DEMOLITION OR NEW CONSTRUCTION. THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR THE REPAIR OF ANY DAMAGE CAUSED BY HIS
WORK OR ANY SUBCONTRACTOR.
3) THE GENERAL CONTRACTOR SHALL MEET WITH THE OWNER'S AUTHORIZED REPRESENTATIVE WELL IN ADVANCE OF CONSTRUCTION COMMENCEMENT TO:
a) SCHEDULE, SEQUENCE AND COORDINATE ALL WORK.
b) MAINTAIN EXITS AND EGRESS WIDTHS REQUIRED BY CODES DURING ALL PHASES OF CONSTRUCTION.
c) KEEP DISRUPTION OF THE FACILITY'S FUNCTIONS TO A MINIMUM DURING CONSTRUCTION.
4) THE GENERAL CONTRACTOR SHALL VERIFY THAT INSTALLATION OF NEW CEILINGS CAN BE INSTALLED IN EXISTING SPACES TO CLEAR DUCTWORK AND
OTHER CONSTRUCTED ITEMS AND MAINTAIN FLOOR TO CEILING HEIGHTS INDICATED ON DRAWINGS. IF DISCREPANCIES OCCUR DUE TO EXISTING
CONDITIONS, CONSULT WITH THE DESIGNER BEFORE PROCEEDING.
5) WHERE NEW CEILINGS MEET EXISTING CEILINGS, THEY SHALL MATCH THE EXISTING IN HEIGHT, PATTERN AND MATERIAL U.N.0. WHERE AN EXISTING SPACE
IS ENLARGED, ALIGN THE NEW CEILING GRID WITH EXISTING. IF EXISTING CEILING TILES CANNOT BE MATCHED IN COLOR OR TYPE, REPLACE EXISTING TILES IN
THAT SPACE WITH NEW TILES AS APPROVED BY THE DESIGNER.
6) THE FINISH FACE OF MATERIAL OF NEW PARTITIONS SHALL ALIGN ON BOTH SIDES OF THE PARTITIONS (FLUSH) WITH THE FACE OF MATERIALS ON EXISTING
COLUMNS OR PARTITIONS. U.N.O.
7) THE GENERAL CONTRACTOR SHALL VERIFY THAT THE CONSTRUCTION OF EXISTING FIRE ASSEMBLIES WITHIN AND REQUIRED BY THE SCOPE OF WORK,
(PARTITIONS, FLOORS, ROOF, DOORS AND FRAMES) MEET THE RATINGS DESIGNATED ON THE DRAWINGS. IF DISCREPANCIES ARE DISCOVERED, THE
CONTRACTOR SHALL MAKE ANY REPAIRS OR MODIFICATIONS NECESSARY TO ATTAIN THE PROPER RATINGS AND TO MEET LOCAL GOVERNING CODES.
8) THE INTEGRITY OF FIRE PROTECTIVE CONSTRUCTION SHALL BE MAINTAINED ON EXISTING COLUMNS, BEAMS AND FLOOR-CEILING ASSEMBLIES. PATCH ALL
FIREPROOFING REQUIRED AND SEAL PENETRATIONS TO MAINTAIN RATINGS.
9) THE GENERAL CONTRACTOR SHALL VERIFY DIMENSIONS OF AS-BUILT CONDITIONS, AND NOTIFY THE DESIGNER IN WRITING OF ANY DISCREPANCIES. ALL
INFORMATION SHOWN ON THE CONSTRUCTION DOCUMENTS IS BASED ON FIELD OBSERVATIONS AND/OR THE ORIGINAL CONSTRUCTION DOCUMENTS OF
THE FACILITY.
10) THE GENERAL CONTRACTOR SHALL SURVEY AND DETERMINE THE REMOVAL OF EXISTING CONSTRUCTION, EITHER WHOLE OR IN PART, AS REQUIRED FOR
THE INSTALLATION OF THE NEW MECHANICAL, PLUMBING AND ELECTRICAL WORK.
11) THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR CORRECTING DEFECTIVE WORK IN EXISTING CONSTRUCTION WITHIN THE LIMITS OF THE
CONSTRUCTION AREA. THIS INCLUDES, BUT IS NOT LIMITED TO, UNEVEN SURFACES AND FINISHES AT PLASTER OR GYPSUM BOARD. THE GENERAL
CONTRACTOR SHALL PATCH AND REPAIR SURFACES TO MATCH NEW ADJACENT SURFACES.
12) ALL ELECTRICAL PANELS, FIRE EXTINGUISHER CABINETS, ETC. LOCATED IN RATED PARTITIONS SHALL BE BACKED WITH APPROPRIATE MATERIALS TO RETAIN
APPLICABLE PARTITION FIRE RATING.
13) ALL PIPING ABOVE GRADE AND INSIDE THE BUILDING REQUIRED BY THE CONSTRUCTION DOCUMENTS SHALL BE INSTALLED IN AREAS WHERE IT WILL BE
CONCEALED. THE CONTRACTOR SHALL CONSULT WITH THE DESIGNER AND COORDINATE WITH OTHER TRADES TO PROVIDE FURRING FOR PIPING INSTALLED IN
FINISH AREAS.
14) REMOVE MECHANICAL, ELECTRICAL, AND PLUMBING FIXTURES AND CAP OR REMOVE EXISTING BRANCH LINES AS INDICATED IN THE MECHANICAL,
PLUMBING AND ELECTRICAL DOCUMENTS.
15) IN THE EVENT THE CONTRACTOR ENCOUNTERS ON THE SITE MATERIAL REASONABLY BELIEVED TO BE ASBESTOS, POLYCHLORINATED BIPHENYL (PCB) OR
OTHER TOXIC MATERIAL WHICH HAS NOT BEEN RENDERED HARMLESS, THE CONTRACTOR SHALL IMMEDIATELY STOP WORK IN THE AREA AFFECTED, SEAL THE AREA
IMPACTED FROM OCCUPIED SPACES, AND REPORT THE CONDITION TO THE OWNER IN WRITING.
16) EXISTING EQUIPMENT, STRUCTURE, PIPING, ETC. LOCATED ON PLANS SHOWN FOR POINTS OF REFERENCE ONLY. CONTRACTOR SHALL VERIFY ALL
EXISTING CONDITIONS BEFORE BEGINNING WORK. BEGINNING OF WORK SHALL SIGNIFY CONTRACTOR'S ACCEPTANCE OF EXISTING CONDITIONS.
17) IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO SCHEDULE ALL DEMOLITION WORK WITH THE OWNER WELL IN ADVANCE. WORK SHALL BE PERFORMED
AT SUCH TIMES AND UNDER SUCH CONDITIONS AS SUITS THE OWNER.
18) THE CONTRACTOR SHALL VISIT THE JOB SITE PRIOR TO THE PRICING OF THIS PROJECT AND REVIEW ALL AREAS CONCERNED WITH THIS PROJECT.
19) PATCH HOLES LEFT IN WALLS AND FLOORS AFTER REMOVAL OF EXISTING DUCTWORK, PIPING CONDUIT, ETC. TO MATCH EXISTING CONSTRUCTION AND
FIRE RATING IN A LIKE NEW CONDITIONS.
20) FIRE SAFE ALL FLOOR PENETRATIONS. THIS INCLUDES EXISTING FLOOR PENETRATIONS THAT HAVE NOT BEEN PROPERLY SEALED.
SCOPE OF WORK DIAGRAM
NORTH
2ND & 3RD FLOOR (SIM.) DIAGRAM
SCALE: NOT TO SCALE
BUILDING DATA
CONSTRUCTION TYPE:
TYPE V-B, FULLY SPRINLERED
OCCUPANCY TYPE:
RESIDENTIAL (R-2)
EXISTING BUILDING AREA: *
388 SF - BASEMENT LEVEL
6,011 SF - LEVEL 1
6,003 SF - LEVEL 2
6,003 SF - LEVEL 3
18,405 SF TOTAL
BUILDING RENOVATIONS (MAJOR): *
0 SF - BASEMENT LEVEL
1,257 SF - LEVEL 1 (20.9% OF EXISTING FLOOR AREA)
701 SF - LEVEL 2 (11.7% OF EXISTING FLOOR AREA)
701 SF - LEVEL 3 (11.7% OF EXISTING FLOOR AREA)
2,659 SF TOTAL
* OVERALL BUILDING AREA CALCULATION TAKEN
FROM INTERIOR FACE OF EXTERIOR WALLS.
OCCUPANT COUNT:
LEVELS 1, 2, & 3 = 361 OCCUPANTS
(18,017 SF / 50 GROSS FOR DORMITORIES = 360.34)
BASEMENT LEVEL = 2 OCCUPANTS
(388 SF / 300 GROSS FOR MECH. = 1.29)
TOTAL = 363 OCCUPANTS
SEE A0.1 FOR LIFE SAFETY DIAGRAMS
EXISTING BUILDING HEIGHT:
+/- 32'-6" (UNCHANGED)
EXISTING NUMBER OF STORIES:
3 (UNCHANGED)
BUILDING ELEMENT FIRE-RESISTANT RATINGS:
0 HR: PRIMARY STRUCTURAL FRAME
0 HR: BEARING EXTERIOR
0 HR: BEARING INTERIOR WALLS
0 HR: NON-BEARING INTERIOR WALLS & PARTITION
0 HR: FLOOR CONSTRUCTION & RELATED MEMBERS
0 HR: ROOF CONSTRUCTION & RELATED MEMBERS
INTERIOR FINISH
RATING REQUIREMENTS:
INTERIOR EXIT STAIRS, RAMPS, & PASSAGEWAYS:
CLASS C
CORRIDORS & EXIST ACCESS STAIRS/RAMPS:
CLASS C
ROOMS/ENCLOSED SPACES:
CLASS C
FOR CLASS C:
FLAME SPREAD INDEX =76-200
SMOKE-DEVELOPED INDEX = 0-450
OTHER FIRE-RESISTANT RATINGS:
1 HR. FIRE BARRIER: SHAFTS - STAIRS (NONE MODIFIED)
1 HR. FIRE BARRIER: CORRIDORS - HORIZONTAL EXITS
(NONE MODIFIED)
1/2 HR. FIRE PARTITION: CORRIDORS - EGRESS
(NO RATED WALLS ARE BEING REMOVED OR
ADDED, ONLY PENETRATIONS ARE BEING
REMOVED OR ADDED )
THE EXISTING 1/2 HR. FIRE PARTITIONS ARE
CONSTRUCTED USING 4" CMU. WHERE
EXISTING DOORS ARE BEING REMOVED, THE
OPENINGS WILL BE IN-FILLED WITH 4” CMU TO
MATCH THE EXISTING WALL CONSTRUCTION.
PER IBC TABLE 722.2.1.1 - "MINIMUM
EQUIVALENT THICKNESS OF CAST-IN-PLACE OR
PRECAST CONCRETE WALLS, LOAD-BEARING OR
NONLOAD-BEARING", A CMU EQUIVALENCY OF
2.7” PROVIDES A 1-HR. FIRE-RATING. PER THE
CONCRETE MASONRY & HARDSCAPES
ASSOCIATION, A 4” CMU (HOLLOW UNIT USING
LIMESTONE AGGREGATE) HAS AN EQUIVALENCY
THICKNESS OF 2.7”. THIS IS TWICE THE
REQUIRED 1/2-HR. FIRE-RATING REQUIREMENT.
1/2 HR FIRE PARTITION: SLEEPING UNIT SEPARATIONS
AT WALLS, FLOORS, & CEILINGS (NONE
MODIFIED)
CLIMATE ZONE:
4A
PLUMBING FIXTURES:
FOR THE PURPOSES OF THE PLUMBING CALCS., A
COUNT OF 100 OCCUPANTS WAS USED BASED ON
THE ACTUAL DORMITORY CONDITIONS WHICH
INCLUDES 50 DOUBLE OCCUPANCY ROOMS
(2X50=100 OCCUPANTS).
WATER CLOSET CALCULATIONS: 1 PER 10 OCCUPANTS
REQUIRED = 10 (100/10=10)
EXISTING = 23
REMOVED = 21
ADDED = 20
PROVIDED = 22
LAVATORY CALCULATIONS: 1 PER 10 OCCUPANTS
REQUIRED = 10 (100/10=10)
EXISTING = 27
REMOVED = 25
ADDED = 17
PROVIDED = 19
SHOWER/BATH CALCULATIONS: 1 PER 8 OCCUPANTS
REQUIRED = 13 (100/8=12.5)
EXISTING = 17
REMOVED = 16
ADDED = 18
PROVIDED = 19
DRINKING FOUNTAIN CALCULATIONS: 1 PER 100 OCC.
REQUIRED = 2 (100/100=1, BUT 2 PER ADA, HI-LO)
EXISTING = 6
REMOVED = 0
PROVIDED = 6
SERVICE SINK CALCULATIONS: 1 PER BUILDING
REQUIRED = 1
EXISTING = 3
REMOVED = 0
PROVIDED = 3
SCOPE OF WORK STATEMENT:
ORIGINAL CONSTRUCTION DATE:
1957 (APPROXIMATELY)
HISTORIC BUILDING:
NO
OCCUPANCY & USE RISK CATEGORY (EXISTING): RISK CATEGORY II (PER 2021 IBC TABLE 1604.5)
OCCUPANCY & USE RISK CATEGORY (PROPOSED): SAME AS EXISTING, RISK CATEGORY II
(PER 2021 IBC TABLE 1604.5)
SEISMIC DESIGN CATEGORY:
C
SEISMIC BRACING:
REQUIRED FOR MODIFICATIONS TO EXISTING
SPRINKLER PIPING SYSTEMS PER THE SEISMIC DESIGN
CATEGORY LISTED ABOVE. SEE FIRE PROTECTION
SHEETS FOR SPECIFIC REQUIREMENTS.
IS PROPOSED USE A "PUBLIC BUILDING":
YES, SAME AS EXISTING
(PER TPBAA DEFINITION)
STATE AGENCY LICENSING:
NO
COMPLIANCE METHOD:
WORK CLASSIFICATIONS:
WORK AREA METHOD - LEVEL 2 (PER IEBC 301)
ALTERATION LEVELS 1 & 2 (PER IEBC 601)
SPECIAL INSPECTIONS REQUIRED:
NO
EXISTING FIRE PROTECTION SYSTEMS:
STANDPIPES:
YES
FIRE ALARM SYSTEMS:
YES
SMOKE ALARMS:
YES (IN AREA OF RENOVATION SCOPE OF WORK)
CARBON MONOXIDE ALARMS:
NOT APPLICABLE (NOT IN SCOPE OF WORK)
NORTH
1ST FLOOR DIAGRAM
SCALE: NOT TO SCALE
GOVERNING CODES
TENNESSEE STATE FIRE MARSHALL
2021
2021
2021
2021
2021
2021
2021
2021
2017
2010
IBC: INTERNATIONAL BUILDING CODE *
IFGC: INTERNATIONAL FUEL GAS CODE
IMC: INTERNATIONAL MECHANICAL CODE
IPC: INTERNATIONAL PLUMBING CODE
IPMC: INTERNATIONAL PROPERTY MAINTENANCE CODE
IFC: INTERNATIONAL FIRE CODE
IECC: INTERNATIONAL ENERGY CONSERVATION CODE *
IEBC: INTERNATIONAL EXISTING BUILDING CODE
NEC: NATIONAL ELECTRICAL CODE *
ADA STANDARDS FOR ACCESSIBLE DESIGN
* INCLUDING ALL MODIFICATIONS MADE BY STATE FIRE MARSHAL
PROJECT DESCRIPTION
THIS PROJECT INVOLVES THE RENOVATION TO THE BEASLEY HALL DORMITORY LOCATED ON THE CAMPUS OF MIDDLE TENNESSEE STATE
UNIVERSITY.
THIS PROJECT IS PHASE ONE OF A TWO PHASE BUILDING RENOVATION.
IN GENERAL, THE RENOVATION CONSISTS OF THE RECONFIGURATION OF BATHROOM & SHOWER FACILITIES, AND THE RENOVATION OF THE
MAIN LOBBY & LOUNGE AREAS ON LEVEL 1.
GOVERNING CODES - LOCAL
CITY OF MURFREESBORO
2018
2018
2018
2018
2018
2018
2018
2018
2017
2010
IBC: INTERNATIONAL BUILDING CODE *
IFGC: INTERNATIONAL FUEL GAS CODE
IMC: INTERNATIONAL MECHANICAL CODE
IPC: INTERNATIONAL PLUMBING CODE
IPMC: INTERNATIONAL PROPERTY MAINTENANCE CODE
IFC: INTERNATIONAL FIRE CODE
IECC: INTERNATIONAL ENERGY CONSERVATION CODE *
IEBC: INTERNATIONAL EXISTING BUILDING CODE
NEC: NATIONAL ELECTRICAL CODE *
ADA STANDARDS FOR ACCESSIBLE DESIGN
* INCLUDING ALL MODIFICATIONS MADE BY STATE FIRE MARSHAL
LOCAL FIRE DEPARTMENT
FIRE CHIEF: MARK McCLUSKEY
ADDRESS:
STATION 3
1511 DR. MARTIN LUTHER KING JR. BLVD.
MURFREESBORO, TN 37130
615.893.5210
EXISTING HAZARDOUS MATERIALS
REFER TO OWNER PROVIDED HAZARDOUS MATERIAL REPORT FOR AREAS
DETERMINED TO CONTAIN HAZARDOUS MATERIALS. SEE PROJECT
MANUAL FOR INFORMATION REGARDING ABATEMENT PROCESSES. ALL
HAZARDOUS MATERIALS TO BE ABATED PRIOR TO CONSTRUCTION.
PROJECT TEAM
OWNER
MIDDLE TENNESSEE STATE UNIVERSITY
CAMPUS PLANNING
836 CHAMPION WAY, SUITE 105
MURFREESBORO, TN 37132
615.898.2006
CONTACT:
JAMIE BREWER
jamie.brewer@MTSU.edu
EARL BOGLE
earl.bogle@MTSU.edu
ARCHITECTURE
GILBERT | MCLAUGHLIN | CASELLA ARCHITECTS, PLC
2305 KLINE AVENUE, SUITE 200
NASHVILLE, TN 37211
615.322.9649
CONTACT:
JEFF CASELLA
jcasella@gilmc.com
MIKE SMITH
msmith@gilmc.com
TREY CUNNINGHAM
tcunningham@gilmc.com
MECHANICAL, PLUMBING,
FIRE PROTECTION, & ELECTRICAL
TLC
12 CADILLAC DRIVE, SUITE 150
BRENTWOOD, TN 37027
615.297.4554
CONTACT (MECHANICAL):
TODD FOGELBERG
todd.fogelberg@tlc-eng.com
CONTACT (MECHANICAL):
RANDY CARTER
randy.carter@tlc-eng.com
CONTACT (PLUMBING/FIRE PROTECTION):
SVETLANA GRISHINA
svetlana.grishina@tlc-eng.com
CONTACT (ELECTRICAL):
ANDRE NGUYEN
andre.nguyen@tlc-eng.com
INTERIOR DESIGN
CASELLA INTERIORS
1500 4TH AVE N #103
NASHVILLE, TN 37208
615.255.2251
CONTACT:
LARET CASELLA
laret@casellainteriors.com
KATE SMITH
ksmith@casellainteriors.com
SHEET INDEX
INDEX LAST UPDATED 04.24.26
DRAWING
NUMBER
DRAWING DESCRIPTION
COVER/ COVER, APPLICABLE CODES, BUILDING DATA, INDEX,
INDEX GENERAL NOTES, PROJECT TEAM, VICINITY MAP
A0.1
AD1.1
AD1.2
AD6.1
A1.1
A1.2
A5.1
A6.1
A6.2
A6.3
A8.1
A9.1
ID0.0
ID1.0
ID2.0
ID2.1
M0.1
MD1.1
MD1.2
MD2.1
MD2.2
M1.1
M1.2
M2.1
M2.2
M3.1
M3.2
P0.1
P0.2
PD2.1
PD2.2
P2.1
P2.2
P3.1
P3.2
P4.1
P4.2
P5.1
P5.2
E0.1
E0.2
ED1.1
ED1.2
E1.1
E1.2
E2.1
E2.2
E3.1
E4.1
FP0.1
FPD2.1
FPD2.2
FP2.1
FP2.2
FP3.1
FP3.2
ARCHITECTURAL
LIFE SAFETY DIAGRAMS
DEMOLITION PLANS: BASEMENT & LEVEL 1
DEMOLITION PLANS: LEVELS 2 & 3
ENLARGED DEMOLITION PLANS
FLOOR PLANS: BASEMENT & LEVEL 1
FLOOR PLANS: LEVELS 2 & 3
DETAILS
ENLARGED PLANS
INTERIOR ELEVATIONS
INTERIOR ELEVATIONS
LEGENDS & SCHEDULES
REFLECTED CEILING PLANS
INTERIOR DESIGN
INTERIOR FINISH NOTES & LISTING
LEVELS 1, 2, & 3 FLOOR PLANS
ENLARGED FINISH PLAN & FLOORING PATTERN PLAN - LEVEL 1
ENLARGED FINISH PLANS - LEVELS 1, 2, & 3
MECHANICAL
MECHANICAL SYMBOLS, LEGEND, NOTES AND INDEX
LEVEL 1 DEMO - MECHANICAL
LEVELS 2 & 3 DEMO - MECHANICAL
ENLARGED DEMO PLANS - MECHANICAL
ENLARGED DEMO PLANS - MECHANICAL
OVERALL FLOOR PLANS - MECHANICAL
OVERALL FLOOR PLANS - MECHANICAL
ENLARGED PLANS - MECHANICAL
ENLARGED PLANS - MECHANICAL
MECHANICAL DETAILS
MECHANICAL DETAILS
PLUMBING
PLUMBING SYMBOLS, LEGEND, NOTES AND INDEX
PLUMBING SCHEDULES
ENLARGED DEMO PLANS - PLUMBING
ENLARGED DEMO PLANS - PLUMBING
ENLARGED PLANS - GRAVITY
ENLARGED PLANS - GRAVITY
ENLARGED PLANS - PRESSURE
ENLARGED PLANS - PRESSURE
RISER DIAGRAMS - GRAVITY
RISER DIAGRAMS - PRESSURE
PLUMBING - DETAILS
PLUMBING - DETAILS
ELECTRICAL
ELECTRICAL SYMBOLS, LEGENDS AND INDEX
ELECTRICAL GENERAL NOTES
LEVEL 1 DEMO - ELECTRICAL
LEVELS 2 & 3 DEMO - ELECTRICAL
OVERALL FLOOR PLANS - POWER & SYSTEMS
OVERALL FLOOR PLANS - POWER & SYSTEMS
OVERALL FLOOR PLANS - LIGHTING
OVERALL FLOOR PLANS - LIGHTING
PANEL SCHEDULES
ELECTRICAL DETAILS
FIRE PROTECTION
FIRE PROTECTION SYMBOLS, LEGEND, NOTES AND INDEX
ENLARGED DEMO PLANS - FIRE PROTECTION
ENLARGED DEMO PLANS - FIRE PROTECTION
ENLARGED PLANS - FIRE PROTECTION
ENLARGED PLANS - FIRE PROTECTION
FIRE PROTECTION DETAILS
FIRE PROTECTION DETAILS
SHEET
ISSUE
DATE
CURRENT REVISION DESCRIPTION
03/06/26 Addendum #2
03/06/26 Addendum #2
03/06/26 Addendum #2
03/06/26 - - -
03/06/26 Addendum #2
03/06/26 Addendum #2
03/06/26 Addendum #1
03/06/26 - - -
03/06/26 Addendum #2
03/06/26 - - -
03/06/26 - - -
03/06/26 Addendum #1
03/06/26 - - -
03/06/26 - - -
03/06/26 Addendum #2
03/06/26 Addendum #2
03/06/26 - - -
03/06/26 Addendum #1
03/06/26 - - -
03/06/26 - - -
03/06/26 - - -
03/06/26 - - -
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03/06/26 - - -
03/06/26 Addendum #1
03/06/26 Addendum #1
03/06/26 Addendum #1
04/22/26 Addendum #1
03/06/26 Addendum #1
03/06/26 Addendum #2
03/06/26 - - -
03/06/26 - - -
03/06/26 - - -
03/06/26 - - -
03/06/26 - - -
03/06/26 - - -
03/06/26 - - -
03/06/26 - - -
03/06/26 - - -
04/22/26 Addendum #1
03/06/26 - - -
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03/06/26 - - -
03/06/26 Addendum #1
03/06/26 Addendum #1
03/06/26 - - -
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03/06/26 - - -
03/06/26 Addendum #1
03/06/26 Addendum #1
03/06/26 Addendum #1
03/06/26 - - -
03/06/26 Addendum #1
03/06/26 - - -
04/22/26 Addendum #1
04/22/26 Addendum #1
CURRENT
REVISION
DATE
04.24.26
04.24.26
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VICINITY MAP
ISSUED:
SBC#:
GMCA #:
03.06.26
366/009-07-2025
202507.00 MBD
REVISED:
ADD-001 04.22.26 Addendum #1
ADD-002 04.24.26 Addendum #2
OLD FORT PKWY. (HWY 96)
SITE
COVER / INDEX