HomeMy WebLinkAbout16090145 Building PlansSECTION SYMBOL
INTERIOR ELEVATION SYMBOL
DOOR SYMBOL
ELEVATION SYMBOL
WINDOW SYMBOL
ROOM NAME/NUMBER SYMBOL
A221
2
A221
1
SHEET WHERE SECTION IS DRAWN
SECTION REFERENCE ON SHEET
ROOM NAME
ROOM NUMBER
SHEET WHERE ELEVATION IS DRAWN
ELEVATION REFERENCE ON SHEET
?
LEVEL NAME
HEIGHT
REVISION SYMBOL
1
1
EQUIPMENT SYMBOL
E1001
PLAN NOTE SYMBOL
P.1
FINISH FLOOR
100'-0"
Room name
101
EXTERIOR ELEVATION SYMBOL
SHEET WHERE ELEVATION IS DRAWN
ELEVATION REFERENCE ON SHEET
1 / A101
ACT ACOUSTICAL TILE
AD AREA DRAIN
ADA AMERICAN WITH DISABILITIES ACT
ADJ ADJUSTABLE
AFF ABOVE FINISHED FLOOR
AL ALUMINUM
ANOD ANODIZED
APPROX. APPROXIMATELY
BD BOARD
BTWN BETWEEN
BLDG BUILDING
BLK BLOCK, BLOCKING
BM BENCHMARK
BSMT BASEMENT
BUR BUILT-UP
CAB CABINET
CPT CARPET
CB CATCH BASIN
CJ CONTROL JOINT
CL CENTER LINE
CLG CEILING
CMU CONCRETE MASONRY UNIT
CO CLEAN OUT
COL COLUMN
CONC. CONCRETE
CONT. CONTINUOUS
CP CEMENT PLASTER
CT CERAMIC TILE
CU CUBIC
DEMO DEMOLITION
DIA DIAMETER
DIM DIMENSION
DF DRINKING FOUNTAIN
DN DOWN
DS DOWN SPOUT
DWG DRAWING
EA EACH
EL ELEVATION
ELEC. ELECTRIC
ELEV. ELEVATION
EP EPOXY
EQ EQUAL
EQUIP. EQUIPMENT
EWC ELECTRIC WATER COOLER
EXIST EXISTING
EJ EXPANSION JOINT
FD FLOOR DRAIN
FDN FOUNDATION
FE FIRE EXTINGUISHER
FEC FIRE EXTINGUISHER CABINET
FF FINISHED FLOOR
FHC FIRE HOSE CABINET
FLR FLOOR
FT FEET
GA GAUGE, GAGE
GALV GALVANIZED
GB GYPSUM BOARD
GL GLASS
GMU GLASS MASONRY UNIT
GST GLAZED STRUCTURAL TILE
GP GYPSUM PLASTER
GR GRADE
HC HOLLOW CORE
HDWD HARDWOOD
HM HOLLOW METAL
HORZ HORIZONTAL
HP HIGH POINT
HR HOUR
HT HEIGHT
HTG HEATING
HVAC HEATING/VENTILATION/
AIR CONDITIONING
HWY HIGHWAY
ID INSIDE DIMENSION
IN INCH
INCL INCLUDING
INFO INFORMATION
INSUL INSULATION
JT JOINT
LAM LAMINATE
LIN LINEAR
LL LOWER LEVEL
LP LOW POINT
MAX MAXIMUM
MC MINERAL CORE
MECH MECHANICAL
MEJ MASONRY EXPANSION JOINT
MFR MANUFACTURER
MH MANHOLE
MIN MINIMUM
MISC. MISCELLANEOUS
MO MASONRY OPENING
MT MOUNTING
OC ON CENTER
PR PAIR
PLAM PLASTIC LAMINATE
PLYWD PLYWOOD
PT PAINT
QT QUARRY TILE
R RADIUS
REINF. REINFORCED, REINFORCING
REQ'D REQUIRED
RD ROOF DRAIN
RM ROOM
RO ROUGH OPENING
SC SOLID CORE
SCHED SCHEDULE
SEC SECTION
SHT SHEET
SIM SIMILAR
SM SHEET METAL
SP STARTING POINT
SPEC SPECIFICATIONS
SQ. SQUARE
SS STAINLESS STEEL
STD STANDARD
STL STEEL
STRUC STRUCTURAL
ST&V STAIN & VARNISH
SUSP SUSPENSION
THK THICK
TYP TYPICAL
UNO UNLESS NOTED OTHERWISE
UL UNDERWRITERS LABORATORY
VCT VINYL COMPOSITION TILE
VENT VENTILATION
VERT VERTICAL
VEST VESTIBULE
VIF VERIFY IN FIELD
VOL VOLUME
VT VINYL TILE
VWF VINYL WALL FABRIC
WA WASHER
W/ WITH
WC WALL COVERING
WD WOOD
WH WATER HEATER
W/O WITHOUT
WWF WELDED WIRE FABRIC
PROJECT SITE
CLAY TERRACE
CARMEL, IN 46032
NORTH
F
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Drawn By:
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14550 CLAY TERRACE BOULEVARD,
CARMEL, IN 46032
160431-10000
09/7/2016
ENM
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T001
TI
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WP GLIMCHER TENANT SHELL SPACE
DEMOLITION CONSTRUCTION DOCUMENTS
CLAY TERRACE - SPACE 09A
CONTACTSLOCATION MAP DRAWING INDEX
REAL ESTATE SERVICES
EQUIPMENT PLANNING
ARCHITECTURE + INTERIOR DESIGN
SURVEY + 3D LASER SCANNING
ENERGY + FACILITIES
Phone (317) 844-6777
INDIANAPOLIS, INDIANA 46240
3939 PRIORITY WAY S. DR.,SUITE 200
E-Mail cripe@cripe.biz
CIVIL ENGINEERING
ARCHITECTURE
CONTACT:
MIKE GRUBB
DESIGN
FACILITY & TENANT
Phone (440) 871-2410
CLEVELAND, OHIO 44145
25760 FIRST STREET
E-Mail info@tesengineering.com
ENERGY
MECHANICAL, ELECTRICAL, PLUMBING ENGINEERING
CONTACT:
NIKOLAY KASSABOV
ERICA VERHEYEN
Phone (317) 520-2558
INDIANAPOLIS, INDIANA 46220
6015 ORCHARD HILL LANE
www.arxtheon.com
CODE CONSULTANT
CONTACT:
SCOTT MICHAEL PEREZ
AIA,CSI, CCS, LEEP AP, MBA, CPE, CBO
SHEET NUMBER SHEET NAME
GENERAL INFORMATION
T001 TITLE SHEET
ARCHITECTURE
A001 GENERAL INFORMATION
A011 DEMOLITION - FLOOR PLAN
A013 LIFE SAFETY PLAN
A100 FLOOR PLAN - NEW
MECHANICAL, ELECTRICAL, PLUMBING
MEP1.0 MECHANICAL, ELECTRICAL, AND PLUMBING DEMOLITION PLAN
MEP2.0 MECHANICAL, ELECTRICAL, AND PLUMBING SPECIFICATIONS
SYMBOLS LEGEND ABBREVIATIONS
STRUCTURAL ENGINEERS
RE
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SECTION SYMBOL
INTERIOR ELEVATION SYMBOL
DOOR SYMBOL
ELEVATION SYMBOL
WINDOW SYMBOL
ROOM NAME/NUMBER SYMBOL
A221
2
A221
1
SHEET WHERE SECTION IS DRAWN
SECTION REFERENCE ON SHEET
ROOM NAME
ROOM NUMBER
SHEET WHERE ELEVATION IS DRAWN
ELEVATION REFERENCE ON SHEET
?
LEVEL NAME
HEIGHT
REVISION SYMBOL
1
1
EQUIPMENT SYMBOL
E1001
PLAN NOTE SYMBOL
P.1
FINISH FLOOR
100'-0"
Room name
101
EXTERIOR ELEVATION SYMBOL
SHEET WHERE ELEVATION IS DRAWN
ELEVATION REFERENCE ON SHEET
1 / A101
ACT ACOUSTICAL TILE
AD AREA DRAIN
ADA AMERICAN WITH DISABILITIES ACT
ADJ ADJUSTABLE
AFF ABOVE FINISHED FLOOR
AL ALUMINUM
ANOD ANODIZED
APPROX. APPROXIMATELY
BD BOARD
BTWN BETWEEN
BLDG BUILDING
BLK BLOCK, BLOCKING
BM BENCHMARK
BSMT BASEMENT
BUR BUILT-UP
CAB CABINET
CPT CARPET
CB CATCH BASIN
CJ CONTROL JOINT
CL CENTER LINE
CLG CEILING
CMU CONCRETE MASONRY UNIT
CO CLEAN OUT
COL COLUMN
CONC. CONCRETE
CONT. CONTINUOUS
CP CEMENT PLASTER
CT CERAMIC TILE
CU CUBIC
DEMO DEMOLITION
DIA DIAMETER
DIM DIMENSION
DF DRINKING FOUNTAIN
DN DOWN
DS DOWN SPOUT
DWG DRAWING
EA EACH
EL ELEVATION
ELEC. ELECTRIC
ELEV. ELEVATION
EP EPOXY
EQ EQUAL
EQUIP. EQUIPMENT
EWC ELECTRIC WATER COOLER
EXIST EXISTING
EJ EXPANSION JOINT
FD FLOOR DRAIN
FDN FOUNDATION
FE FIRE EXTINGUISHER
FEC FIRE EXTINGUISHER CABINET
FF FINISHED FLOOR
FHC FIRE HOSE CABINET
FLR FLOOR
FT FEET
GA GAUGE, GAGE
GALV GALVANIZED
GB GYPSUM BOARD
GL GLASS
GMU GLASS MASONRY UNIT
GST GLAZED STRUCTURAL TILE
GP GYPSUM PLASTER
GR GRADE
HC HOLLOW CORE
HDWD HARDWOOD
HM HOLLOW METAL
HORZ HORIZONTAL
HP HIGH POINT
HR HOUR
HT HEIGHT
HTG HEATING
HVAC HEATING/VENTILATION/
AIR CONDITIONING
HWY HIGHWAY
ID INSIDE DIMENSION
IN INCH
INCL INCLUDING
INFO INFORMATION
INSUL INSULATION
JT JOINT
LAM LAMINATE
LIN LINEAR
LL LOWER LEVEL
LP LOW POINT
MAX MAXIMUM
MC MINERAL CORE
MECH MECHANICAL
MEJ MASONRY EXPANSION JOINT
MFR MANUFACTURER
MH MANHOLE
MIN MINIMUM
MISC. MISCELLANEOUS
MO MASONRY OPENING
MT MOUNTING
OC ON CENTER
PR PAIR
PLAM PLASTIC LAMINATE
PLYWD PLYWOOD
PT PAINT
QT QUARRY TILE
R RADIUS
REINF. REINFORCED, REINFORCING
REQ'D REQUIRED
RD ROOF DRAIN
RM ROOM
RO ROUGH OPENING
SC SOLID CORE
SCHED SCHEDULE
SEC SECTION
SHT SHEET
SIM SIMILAR
SM SHEET METAL
SP STARTING POINT
SPEC SPECIFICATIONS
SQ. SQUARE
SS STAINLESS STEEL
STD STANDARD
STL STEEL
STRUC STRUCTURAL
ST&V STAIN & VARNISH
SUSP SUSPENSION
THK THICK
TYP TYPICAL
UNO UNLESS NOTED OTHERWISE
UL UNDERWRITERS LABORATORY
VCT VINYL COMPOSITION TILE
VENT VENTILATION
VERT VERTICAL
VEST VESTIBULE
VIF VERIFY IN FIELD
VOL VOLUME
VT VINYL TILE
VWF VINYL WALL FABRIC
WA WASHER
W/ WITH
WC WALL COVERING
WD WOOD
WH WATER HEATER
W/O WITHOUT
WWF WELDED WIRE FABRIC
BRICK
PRE CAST CONCRETE
BLOCK
EARTH
POURED CONCRETE
GYPSUM BOARD
ROUGH WOOD
PLYWOOD
FINISHED WOOD
PARTICAL BOARD
PLASTER
EIFS
STRUCTURAL STEEL
CUT STONE
GRAVEL/FILL
BATT INSULATION
RIGID INSULATION
MATCH NEW WALL TYPE WITH
EXISTING WALL CONSTRUCTION
TO REMAIN.
ALIGN FACE OF ANY NEW
CONSTRUCTION W/ FACE OF
EXISTING CONSTRUCTION TO
REMAIN UNLESS OTHERWISE
INDICATED.
PROPOSED INTERIOR WALL
CONSTRUCTION. REFER TO
FLOOR PLANS FOR WALL TYPE.
EXISTING CONSTRUCTION
(WALL, COLUMN WRAP,
ETC.) TO REMAIN (TYP.)
ALIGN FACE OF ANY NEW
CONSTRUCTION WITH
FACE OF ADJACENT
EXISTING CONSTRUCTION
TO REMAIN UNLESS
OTHERWISE INDICATED.
EXISTING CONSTRUCTION
(WALL, COLUMN WRAP,
ETC.) TO REMAIN (TYP.)
EXISTING CONSTRUCTION
(WALL, COLUMN WRAP,
ETC.) TO REMAIN (TYP.)
ALIGN FACE OF ANY NEW
CONSTRUCTION W/ FACE OF
EXISTING CONSTRUCTION TO
REMAIN UNLESS OTHERWISE
INDICATED.
PROPOSED INTERIOR WALL
CONSTRUCTION. REFER TO
FLOOR PLANS FOR WALL TYPE.
1. EACH FIRESTOPPING SYSTEM IS TO BE INSTALLED PER APPLICABLE U.L. SYSTEMS AND ITS INSTALLATION
REQUIREMENTS IN THE LATEST EDITION OF UNDERWRITERS LABORATORIES INC. "FIRE RESISTANCE DIRECTORY -
VOLUME II".
2. FIRESTOPPING IS REQUIRED AT:
A. ALL PENETRATIONS OF FIRE RESISTIVE FLOOR AND ROOF CONSTRUCTION, AND FIRE/SMOKE
RESISTANCE WALLS AND PARTITIONS RESULTING FROM WORK OF ALL TRADES.
B. ALL VOIDS AND JOINTS AT TOP AND BOTTOM OF ALL FIRE/SMOKE RESISTIVE WALLS AND PARTITIONS,
AND DETAILS CONTAINED IN THESE DOCUMENTS.
C. ALL CONTROL/EXPANSION JOINTS IN ALL FIRE/SMOKE RESISTIVE WALLS AND PARTITIONS AND FIRE
RESISTIVE FLOOR AND ROOF CONSTRUCTION.
D. ALL PENETRATIONS AND VOIDS, RESULTING FROM WORK OF ALL TRADES, USING THE SAME U.L. SYSTEM
REQUIREMENTS FOR A ONE HOUR RATING.
E. ALL PENETRATIONS, AND VOIDS, RESULTING FROM WORK OF ALL TRADES, AND ALL JOINTS AT TOP
AND BOTTOM OF ALL NON-RATED CORRIDOR PARTITIONS, WHERE PARTITIONS EXTEND FROM FLOOR TO
UNDERSIDE OF FLOOR OR ROOF DECK, AND COMPLYING TO DETAILS CONTAINED IN THESE
DOCUMENTS, USING THE SAME U.L. SYSTEM REQUIREMENTS FOR A ONE HOUR RATING.
F. ALL CONTROL/EXPANSION JOINTS OCCURRING IN NON-RATED WALL, PARTITION, FLOOR OR ROOF
CONSTRUCTION USING THE SAME U.L. SYSTEM REQUIREMENTS FOR A ONE HOUR RATING.
3. FOR NEW CONSTRUCTION WHERE THE CONDITION DOES NOT MEET THE REQUIREMENTS OF A U.L. SYSTEM, THEN
OBTAIN AN ENGINEERING JUDGEMENT AS OUTLINED BELOW.
A. WHERE OPENINGS AROUND PENETRATING ITEM(S) IN EXISTING WALLS, PARTITIONS, FLOORS AND
ROOFS DO NOT MEET U.L. SYSTEM REQUIREMENTS, THEN THE OPENING SHALL BE INFILLED BY THE
GENERAL CONTRACTOR, WITH MATCHING WALL, PARTITION, FLOOR OR ROOF CONSTRUCTION
MATERIALS TO COMPLY WITH THE ANNULAR OPENING SIZE REQUIREMENT OF THE U.L. SYSTEM. WHERE
THE OPENING CANNOT BE CLOSED DUE TO QUANTITY AND TYPE OF PENETRATING ITEM(S), THEN THE
FIRESTOPPING CONTRACTOR SHALL OBTAIN AN ENGINEERING JUDGEMENT RECOMMENDATION OF
THE U/L/ SYSTEM TO BE USED FROM THE ENGINEERING DEPARTMENT OF THE MANUFACTURER OF THE
FIRESTOPPING MATERIALS. THIS JUDGEMENT SHALL BE VERIFIED BY UNDERWRITERS LABORATORIES, THE
ENGINEERING JUDGEMENT AND THE U.L. VERIFICATION SHALL BE SUBMITTED AS WRITTEN AND/OR
GRAPHIC DOCUMENTATION.
1. WHERE GYPSUM BOARD OR PLASTER ABUTS MASONRY CONSTRUCTION,
PROVIDE CONTINUOUS "J"-MOLD AND SEALANT AT JOINT.
2. PROVIDE CONTROL JOINTS IN MASONRY WALLS AS PER INDUSTRY
PRACTICE AND/OR AS INDICATED. COORDINATE WITH ARCHITECT.
3. PROVIDE ADDITIONAL BRACING AS REQUIRED FOR CONDITION.
SAMPLE EXTERIOR WALL TYPE TAG
WALL TYPE GENERAL NOTES:
A
INDICATES WALL TYPE
AS
SAMPLE INTERIOR WALL TYPE TAG
AF
INDICATES WALL TYPE
"S" INDICATES ADD SOUND
INSULATION AS SHOWN
AS
1 LAYER 5/8" TYPE "X"
GYP. BD. BOTH SIDES.
FINISH AS SCHEDULED
10" METAL STUDS
@ 16" O.C.
BOTTOM OF
STRUCTURE
SOUND ATTENUATION BATT.
10" METAL RUNNER
SLIP CONNECTION
10" METAL RUNNER
4" RUBBER COVE BASE
C
CS ADD ACOUSTICAL INSULATION
1 HOUR
UL U311
F
A TRCHITEC
AR19500167
No.
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STATE OF
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Quality Assurance:
Checked By:
Drawn By:
CERTIFIED BY:
CONSULTANTS
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160431-10000
09/7/2016
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SYMBOLS LEGEND ABBREVIATIONS
MATERIALS LEGEND WALL ALIGNMENT DETAILS
FIRESTOPPING GENERAL NOTES
WALL TYPES - INTERIOR
RE
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DENOTES DOOR NUMBER, SEE DOOR
SCHEDULE SHEET A701
WALL TYPES. SEE WALL TYPE LEGEND
SHEET A002.
(SEE SHEET A001 FOR ARCHITECTURAL GENERAL NOTES)
NEW CONSTRUCTION
EXISTING CONSTRUCTION
DEMOLISHED CONSTRUCTION
DENOTES ITEM FROM LEGEND.
PLAN ELEVATION SECTION NOTES.
DENOTES FRAME ELEVATION, SEE
FRAME ELEVATIONS, SHEET A701 ?
?
?
AS
TYP.
LINE OF WALL ABOVE
D.1
D.10
D.1
D.5
D.2
D.3
D.4
D.6
D.1
D.11
D.9
D.8
D.7
D.12
D.13
D.13
TYP.
D.6
TYP.
D.5
D.5
TYP.
TYP.
D.1
D.5
D.5
D.2
D.3
TYP.
TYP.
D.1
D.14 D.1
D.12
D.13 F
A TRCHITEC
AR19500167
No.
I ANDIAN
STATE OF
R
DEGISTER
E
R A N K E L T ON
H
I
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D
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S
C
Pa
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C
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Project Number
Date
Sheet
Scale:
Quality Assurance:
Checked By:
Drawn By:
CERTIFIED BY:
CONSULTANTS
RE
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09/7/2016
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ARCHITECTURAL KEYS LEGEND
1/4" = 1'-0" 1 FIRST FLOOR - DEMOLITION PLAN
NORTH
DEMOLITION GENERAL NOTES
A. DASHED LINES INDICATE EXISTING ITEMS TO BE REMOVED. UNLESS NOTED OHTERWISE,
CONTRACTOR SHALL BE RESPONSIBLE FOR THE OFF-SITE DISPOSAL OF ALL DEMOLITION
ITEMS.
B. RELOCATED ITEMS SHALL BE CLEANED AND PLACED IN STORAGE, PER OWNER'S
DIRECTIONS UNTIL ITEMS ARE READY TO BE REINSTALLED. IF ITEM IS DAMAGED DURING
DEMOLITION OR RELOCATION IT SHALL BE REPAIRED OR REPLACED WITH NEW ITEM AS
APPROVED BY OWNER.
C. DEMOLTION SHALL BE DONE WITHOUT DAMAGE TO EXISTING CONSTRUCTION TO REMAIN.
WHERE SUCH DAMAGE OCCURS PATCH, REPAIR, OR RESTORE WALLS, FLOORS, CEILINGS,
ETC T MATCH EXISTING. PROVIDE SHORING, BRACING, OR SUPPORT AS REQUIRED TO
PREVENT MOVEMENT OR SETTLEMENT OF EXISTING CONSTRUCTION.
D. REMOVE ALL EXISTING CONSTRUCTION, ITEMS AND FINISHES MADE OBSOLETE BY, OR IN
CONFLICT WITH NEW CONSTRUCTION. COORDINATE WITH ARCHITECTURAL.
E. CONTRACTOR SHALL BE RESPONSIBLE FOR THE COORDINATION OF DEMOLITION ITEMS
WITH THE OTHER TRADES PRIOR TO THE START OF DEMOLITION WORK.
F. ALL CONTRACTORS ARE RESPONSIBLE FOR REMOVAL AND REPLACEMENT OF CEILING
GRID AND/OR TILES IN ANY AREA WHERE THEY NEED ACCESS AND THE EXISTING CEILING IS
TO REMAIN. UNLESS OTHERWISE NOTED, CONTRACTOR SHALL REPLACE ANY CEILING TILES
OR GRID DAMAGED IN PROCESS.
G. THE OWNER HAS THE RIGHT TO RETAIN ANY DEMOLISHED OR REMOVED ITEMS.
COORDINATE BEFORE DEMOLITION OCCURS.
I. CONTRACTOR MUST FIELD VERIFY ALL AREAS AND/OR WORK TO BE DEMOLISHED PRIOR
TO BEGINNING WORK. CONTRACTOR MUST COORDINATE WITH ARCHITECT ANY
DIFFERENCES BETWEEN FIELD VERIFIED CONDITIONS AND/OR CONSTRUCTION, AND WHAT
IS SHOWN ON DEMOLITION DRAWINGS.
J. WHERE EXISTING WALLS, BULKHEADS, OR FINISHES ARE REMOVED OR PARTIALLY
DEMOLISHED, EACH TRADE SHALL BE RESPONSIBLE FOR PATCHING OR REFINISHING OF
EXISTING CONSTRUCTION REQUIRED BY THAT TRADES WORK ON THIS PROJECT. THIS WORK
MUST BE DONE IN A MANNER CAPABLE OF EXCEPTING NEW FINISHES.
K. THE REMOVAL AND INSTALLATION OF LOOSE FURNITURE AND MOVABLE EQUIPMENT SHALL
BE PERFORMED BY THE OWNER (U.N.O.)
L. WHERE REMOVAL OF EXISTING FLOOR COVERING IS INDICATED PREPARE EXISTING
SUBSTRATE TO ALLOW FOR NEW LEVEL FLOOR COVERING TO MATCH ADJACENT FLOOR.
M. WHERE REMOVAL OF EXISTING MATERIALS OR ITEMS ARE INDICATED, CONTRACTOR SHALL
REMOVE ANY ADDITIONAL LAYERS AS REQUIRED TO PROVIDE ADEQUATE SUBSTRATE. (i.e.
multiple floor coverings, multiple ceilings, etc.)
N. PRIOR TO BEGINNING DEMOLITION, DUST CONTROL BARRIERS SHALL BE CONSTRUCTED TO
PREVENT THE SPREAD OF DUST INTO SURROUNDING AREAS.
O. EXITING FROM STRUCTURE, IF REQUIRED TO PASS THROUGH DEMOLITION AREA(S), SHALL
HAVE APPROVED BARRIERS, ETC., TO INSURE PUBLIC SAFETY.
P. REMOVE ALL DIRT, DUST, DEBRIS, ETC. DAILY. DO NOT ALLOW REFUSE TO BLOCK
CORRIDORS, STAIRS, OR ANY OTHER TRAFFIC AREA.
Q. IT IS ESSENTIAL THAT THE CLIENT BE ABLE TO FUNCTION AS NORMAL AS POSSIBLE IN AREAS
ADJACENT TO RENOVATION OR NEW CONSTRUCTION.
R. PROTECT ALL ADJACENT SURFACES THAT ARE TO REMAIN
S. REFER TO THE NEW FLOOR PLAN TO INSURE PROPER DEMOLITION IN RELATION TO NEW
CONSTRUCTION.
T. COORDINATE REMOVAL OF MECHANICAL EQUIPMENT WITH NEW
WORK AND MECHANICAL DRAWINGS.
U. REMOVE AND CAP ALL EXISTING ELECTRICAL CONDUIT
THROUGHOUT PER ELECTRICAL CODE REQUIREMENTS.
DEMOLITION KEY NOTES
D.1 REMOVE EXISTING INTERIOR WALLS AND WALL FURRING IN THEIR ENTIRETY. PATCH
EXISTING MATERIALS AND INTERSECTING WALL(S) TO REMAIN AS REQUIRED TO RECEIVE
NEW FINISH.
D.2 REMOVE ALL LAYERS EXISTING CEILING SYSTEM IN ITS ENTIRETY. REFER TO MEP DRAWINGS
FOR LIGHT FIXTURES, DIFFUSERS, ETC. REFER TO DEMOLITION FLOOR PLAN. (ALL ROOMS)
D.3 REMOVE ALL LAYERS EXISTING FLOOR MATERIAL TO EXISTING CONCRETE SLAB. PATCH
AND REPAIR OR LEVEL EXISTING SLAB TO MATCH ADJACENT SURFACE. VERIFY EXTENT OF
FLOORING MATERIAL IN FIELD. (ALL ROOMS)
D.4 REMOVE EXISTING DOOR AND FRAME.
D.5 PATCH EXISTING WALL(S) AS REQUIRED TO RECEIVE NEW FINISH. CONTRACTOR IS TO
MAINTAIN EXISTING 1 HR RATING. PATCH AND REPAIR AS REQUIRED
D.6 REMOVE EXISTING BUILT-IN SHELVING AND CASEWORK. VERIFY IN FIELD.
D.7 REMOVE EXISTING SHOWER STALL FIXTURES IN RESTROOM IN THEIR ENTIRETY, CAP UTILITIES,
SEE MEP DRAWINGS. REPAIR FLOOR AND WALL TO LIKE NEW CONDITION
D.8 REMOVE EXISTING METAL GUARDRAIL IN ITS ENTIRETY
D.9 REMOVE EXISTING PLUMBING FIXTURE IN ITS ENTIRETY. CAP EXISTING WASTE LINE. SEE MEP
D.10 CONTRACTOR TO FIELD VERIFY EXISTING DEMISING WALL AND PATCH AND REPAIR ANY
PENETRATIONS EXISTING OR NEW. INFILL OPENING IN REAR, FIRE STOP TO DECK AND
FLOOR OR OTHER DETAILS AS REQUIRED TO MAINTAIN AND/OR 1 HOUR RATED DEMISING
WALL.
D.11 EXISTING EXTERIOR DOOR TO REMAIN. NOT IN CONTRACT (N.I.C.)
D.12 EXISTING STAIR TO REMAIN. REMOVE EQUIPMENT FROM EXISTING CHAIR LIFT VOID AREA
AS NECESSARY.
D.13 EXISTING GYPSUM BOARD BULKHEAD ABOVE TO REMAIN
D.14 EXISTING PLUMBING FIXTURES TO REMAIN. CLEAN AND REPAIR TO LIKE NEW CONDITION
KEY PLAN
PROJECT TENANT SPACE
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EXIT
54
'
-
1
"
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PROVIDE TEMPORARY WALL
HUNG FIRE EXTINGUISHER
1209 s.f.
1 HR RATED CORRIDOR WALL
NON-RATED EGRESS PATH
FEC
EXIT EXIT DOOR
RECESSED FIRE EXTINGUISHER
FIRE RATED - 1 HOUR WALL (CORRIDOR)
WOOD SHIMS AS REQUIRED AT SILL
AND JAMBS.
NOTE: COORDINATE MINIMUM REQUIRED WALL THICKNESS WITH FIRE
EXTINGUISHER CABINET MANUFACTURER PRIOR TO PURCHASE. SIZE
AND TYPE OF EXTINGUISHER MUST MEET ALL LOCAL AND STATE CODE
REQUIREMENTS.
RECESSED FIRE EXTINGUISHER CABINET.
REFER TO FLOOR OR CODE PLANS FOR
LOCATIONS. ANCHOR CABINET TO
DOUBLE STUDS AT JAMBS.
METAL STUDD RUNNER BETWEEN
VERTICAL STUDS
REFER TO FLOOR PLAN FOR
WALL TYPES.
5'
-
4
"
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SEALANT AT PERIMETER
2014 Indiana Building Code (675 IAC 13-2.6-1) APPLICABLE BUILDING
CODES
SCOPE OF PROJECT The space IS comprised of vanilla box modifications to
existing areas in the Clay Terrace Space A09A located in
Carmel, Indiana.
USE AND OCCUPANCY
CLASSIFICATION
(CHAPTER 3)
A. 309.1 - MERCANTILE - M - 1,209 SF. (interior)
TYPE OF CONSTRUCTION
(CHAPTER 6)
Type IIB (Existing) - Assumed
EGRESS WIDTH
REQUIREMENTS
Minimum required width for the corridor is 44” (Table 1018.2)
FIRE ALARM SYSTEM No manual fire alarm boxes required becuase automatic sprinkler
system would activate the alarm system upon water flow. ([F907.2.1
Exception])
OCCUPANT LOAD
(TABLE 1004.1.2)
TENANT SEPARATION
(402.4.2.1, 708.1, 708.3)
1 hour fire rated fire barrier is required for tenant seperation.
Section 402.4.2.1, 708.1, and 708.3
FIRE EXTINGUISHERS Portable Fire Extinguishers shall be provided throughout
[[F]906.1(1) Exc. 2]
ALLOWABLE TRAVEL
DISTANCE
Maximum allowable Exit Access travel distance (Table 1016.2) with
Approved Automatic Sprinkler System is 250 feet for an (A) -
Occupancy classification (Table 1016.2).
Only one exit required from spaces of M Occupancy with
occupant load less than 50 (Table 1015.1).
MEANS OF EGRESS No Corridor Fire Resistance Rating required (Table 1020.1) for A, B, E, F,
M, S, or U over 30 Occupants provided with Approved Automatic
Sprinkler System
A. Occupant load for tenant spaces will need to be determined
after the layout for the space is provided and then be
calculated as follows – 30 sqft per person for the gross floor
area; and 300sqft per person for the gross
storage/stock/shipping area.
B. Not making any allowance for storage area, the worst case
occupant load for the space would be 40.
RESTROOMS If toilet is accessible by public, ensure toilet floor / base meets
requirements of Sec. 1210.2, and inclusive sub-sections, for
nonabsorbent finishes on floors and extends 4-inches up face of wall.
Ensure bathroom meets accessibility standards per ANSI A117.1-2009.
Minimum plumbing facilities shall be provided in accordance with
Table 2902.1
F
A TRCHITEC
AR19500167
No.
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STATE OF
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CERTIFIED BY:
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09/7/2016
MG
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1/4" = 1'-0" 1 FIRST FLOOR - LIFE SAFETY PLAN
LIFE SAFETY LEGEND
FIRE EXTINGUISHER CABINET DETAIL
BUILDING CODE SUMMARY
KEY PLAN
PROJECT TENANT SPACE
NORTH
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8' - 7 7/8"
2
A100
CS
P.1
P.1
P.1
P.2
P.3
P.4
P.5
P.6
P.6
P.7 P.7
V.I.F.
10' - 1 7/8"
V.
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1
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4
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DENOTES DOOR NUMBER, SEE DOOR
SCHEDULE SHEET A701
WALL TYPES. SEE WALL TYPE LEGEND
SHEET A002.
(SEE SHEET A001 FOR ARCHITECTURAL GENERAL NOTES)
NEW CONSTRUCTION
EXISTING CONSTRUCTION
DEMOLISHED CONSTRUCTION
DENOTES ITEM FROM LEGEND.
PLAN ELEVATION SECTION NOTES.
DENOTES FRAME ELEVATION, SEE
FRAME ELEVATIONS, SHEET A701 ?
?
?
AS
1 - FIRST FLOOR
100' - 0"
0- BASEMENT FLOOR
97' - 0"
A100
3
EXIST. SLAB NEW SLAB
AL
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NEW 10" METAL STUD @ 16" O.C. WITH 5/8" TYPE
'X' GYPSUM BOARD ON BOTH SIDES. SEE A001
NEW 8" CAST-IN-PLACE
CONCRETE WALL
USE #6 AT 12" O.C. VERTICAL
DOWEL INTO EXISTING WALL AND
NEW SLAB WITH HILTI HVA
ADHESIVE CARTRIDGE 8"
EXISTING WALL ABOVE
INFILL VOID AND EXISTING STAIR WITH COMPACTED
SUB-BASE. PROVIDE VAPOR RETARDER
PROVIDE FIRE STOPPING AT
WALL CONNECTING POINTS
(BOTH SIDES)
EXISTING SLAB AND FOOTING
8"
NEW 4" CONCRETE SLAB ON GRADE WITH REINFORCED W/6X6-
W1.4X1.4 W.W.F ON 6 MIL. VAPOR BARRIER OVER CAMPACTED FILL
PROVIDE FIRE STOPPING AT
WALL CONNECTING POINTS
(BOTH SIDES)
A100
4
EXIST. SLAB
NEW CONC. SLAB.
FINISH AND DEPTH TO
MATCH EXISTING
8"
V.
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.
4"
-
6
"
SEALANT
WWF 6x6-W1.4X W1.4
#5x1'-8" @ 12" O.C., USE
HILTI HVA ADHESIVE
CARTRIDGE TO BOND BAR
TO EXISTING SLAB
NEW 6 MIL VAPOR
BARRIER
NEW SLAB
EXISTING
CONC. SLAB
COAT WITH
BONDING AGENT
INFILL WITH COMPACTED SUB-BASE.
PROVIDE VAPOR RETARDER.
T.O SLAB
(SEE PLAN)
1 - FIRST FLOOR
100' - 0"
NEW 8" CAST-IN-PLACE
CONCRETE WALL
INFILL VOID AND EXISTING STAIR WITH
COMPACTED SUB-BASE. PROVIDE
VAPOR RETARDER
PROVIDE FIRE STOPPING AT WALL
CONNECTING POINTS (BOTH SIDES)
NEW 4" CONCRETE SLAB ON GRADE WITH
REINFORCED W/6X6-W1.4X1.4 W.W.F ON 6 MIL.
VAPOR BARRIER OVER CAMPACTED FILL
NEW 10" METAL STUD @ 16" O.C.
WITH 5/8" TYPE 'X' GYPSUM BOARD
ON BOTH SIDES. SEE A001
USE #6 AT 12" O.C. CONTINUOUS
VERTICAL DOWEL INTO EXISTING
WALL AND NEW SLAB WITH HILTI
HVA ADHESIVE CARTRIDGE 8"
#5x1'-8" @ 12" O.C., USE HILTI HVA ADHESIVE
CARTRIDGE TO BOND BAR TO EXISTING SLAB
F
A TRCHITEC
AR19500167
No.
I ANDIAN
STATE OF
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09/7/2016
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A100
FL
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KEY PLAN
1/4" = 1'-0" 1 FIRST FLOOR - NEW PLAN
ARCHITECTURAL KEYS LEGEND
ARCHITECTURAL GENERAL NOTES
1. GENERAL NOTES TO PERTAIN TO ALL DRAWINGS.
2. ALL INTERIOR DIMENSIONS ARE TO FACE OF FINISHED WALL OR CENTERLINE OF
COLUMN, UNLESS OTHERWISE NOTED.
3. PROVIDE ALL WOOD BLOCKING AS REQUIRED FOR THE ATTACHMENT OF
MISCELLANEOUS EQUIPMENT INCLUDING BUT NOT LIMITED TO, TOILET ACCESSORIES,
DOOR HARDWARE, ELECTRICAL DEVICES, EQUIPMENT INDICATED, GRAB BARS,
HANDRAILS, AND CASEWORK. 16 GA. GALVANIZED SHEET METAL CAN BE USED AS
BLOCKING.
4. TRANSITION OF DIFFERENT FLOORING MATERIALS AT DOORWAYS SHALL OCCUR AT
CENTERLINE OF DOORS.
5. ALL NEW DOOR FRAMES ARE TO BE 4" FROM ADJACENT FINISHED WALL SURFACE AT
DOOR HINGE U.N.O. DIMENSION FOR OPENINGS WITH DOORS ARE TO FACE OF DOOR
JAMB, DIMENSION FOR OPENINGS WITHOUT DOORS ARE TO FACE OF WALL.
6. PROVIDE CONTROL JOINTS IN GYPSUM WALLBOARD AS RECOMMENDED BY
WALLBOARD MANUFACTURER AND COORDINATE LOCATION WITH ARCHITECT.
(APPROX. 30' O.C.)
7. ALL CUTTING AND PATCHING AS A RESULT OF NEW CONSTRUCTION SHALL BE
PERFORMED IN A WORKMANLIKE MANNER, AND SHALL MATCH IN COLOR, SHAPE, SIZE
& TEXTURE ADJACENT AND/OR CONTIGUOUS FINISHED SURFACES. PAINT ALL CUT AND
PATCHED SURFACES AS SPECIFIED.
8. PAINT ALL WALL SURFACES, DOOR FRAMES, BULKHEADS & CEILINGS IN AREAS
INDICATED ON ROOM FINISH SCHEDULE. PAINT BEHIND ALL MOVEABLE ITEMS AND
ADJACENT TO SURFACES RECEIVING PAINT AND RELOCATE I TEMS.
9. ALL PRODUCTS UTILIZED IN THIS CONSTRUCTION SHALL BE ASBESTOS FREE.
10. THE CONTRACTOR SHALL REFER TO THE SPECIFICATIONS FOR CLEANING AND
DISPOSAL REQUIREMENTS.
11. THE CONTRACTOR SHALL VERIFY IN THE FIELD ALL EXISTING APPLICABLE CONDITIONS
AND DIMENSIONS SHOWN ON THE DRAWINGS AND AS PERTINENT TO THE INTENT OF
THESE DRAWINGS. ANY DISCREPANCY DISCOVERED SHALL BE BROUGHT TO THE
ATTENTION OF THE DESIGNER PRIOR TO THE COMMENCEMENT OF ANY WORK
AFFECTED BY, OR RELATED TO, SUCH DISCREPANCY. THE CONTRACTOR SHALL BE
RESPONSIBLE FOR ALL COSTS ASSOCIATED WITH, OR CAUSED BY FAILURE TO COMPLY
WITH THE REQUIREMENT.
12. THE CONTRACTOR SHALL BECOME COMPLETELY FAMILIAR WITH ALL ASPECTS OF THE
WORK, EVEN THOSE AREAS DESIGNATED TO BE PROVIDED BY OTHERS. THE
FAMILIARIZATION INCLUDES FULL AND COMPLETE UNDERSTANDING OF THE WORK
DESCRIBED ON ALL SHEETS OF THE DRAWINGS AND ALL SECTIONS OF THE
SPECIFICATIONS. FAILURE BY THE CONTRACTOR TO BECOME COMPLETELY FAMILIAR
AND COGNIZANT OF ALL ASPECTS OF THE WORK SHALL NOT RELIEVE THE
CONTRACTOR OF THE RESPONSIBILITY TO PROVIDE MATERIALS, ASSEMBLIES, OR
SERVICE INDICATED IN THE CONTRACT DOCUMENT.
13. NOTHING SET FORTH IN THESE DRAWINGS SHALL RELEASE THE CONTRACTOR FROM
RESPONSIBILITY TO PROVIDE APPROPRIATE QUANTITIES, FIELD MEASUREMENTS,
DIMENSIONAL STABILITY, INSTALLATION, ANCHORAGE, AND COORDINATION WITH
OTHER TRADES, OR WAIVE THE CONTRACTORS RESPONSIBILITY TO IDENTIFY AND
RESOLVE DEVIATIONS FROM THE REQUIREMENTS OF THE CONTRACT DOCUMENTS, OR
WAIVE THE CONTRACTOR'S RESPONSIBILITY TO ALERT THE PROJECT
MANAGER/DESIGNER TO DISCREPANCIES CONTAINED THEREIN.
14. THE CONTRACTOR SHALL REVIEW IN ADVANCE ALL PORTIONS OF THE WORK TO VERIFY
THAT THE WORK WILL NOT PROHIBIT COMPLETION OF THE PROJECT AS INTENDED IN
THESE CONTRACT DOCUMENTS, ANY QUESTIONS SHALL BE PROMPTLY REFERRED TO THE
DESIGNER FOR RESOLUTION.
15. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE PROTECTION OF ALL SURFACES
AND FINISHES AT INTERIOR AND EXTERIOR OF BUILDING. DAMAGED SURFACES AND
FINISHES RESULTING FROM THE PERFORMANCE OF THE WORK SHALL BE REPAIRED AT
NO COST TO THE OWNER BY THE CONTRACTOR TO MATCH EXISTING ADJACENT.
16. THE CONTRACTOR(S) SHALL BE RESPONSIBLE FOR COORDINATION WITH ALL TRADES.
THE CONTRACTOR SHALL REFER TO ALL ASPECTS OF THE DRAWINGS AND
SPECIFICATIONS INCLUDING BUT NOT LIMITED TO ARCHITECTURAL DRAWINGS,
STRUCTURAL DRAWINGS, MECHANICAL, ELECTRICAL AND PLUMBING DRAWINGS AS
WELL AS RELATED SPECIFICATIONS FOR COORDINATION ISSUES. COORDINATE ALL
DIAGRAMMATIC DRAWINGS WITH ALL TRADES TO ENSURE FIT AND COMPATIBILITY.
17. PROVIDE DEMOLITION AS INDICATED, AND IF NOT INDICATED, AS REQUIRED TO
COMPLETE NEW WORK INDICATED. SEE DEMOLITION NOTES.
PROJECT TENANT SPACE
NORTH 3/4" = 1'-0" 2 CLAY TERRACE SECTION
ARCHITECTURAL KEY NOTES
P.1 EXISTING GYPSUM BOARD BULKHEAD ABOVE TO REMAIN
P.2 1-HR RATED CORRIDOR WALL. SEE DETAIL 2/A100
P.3 EXISTING PLUMBING FIXTURES TO REMAIN. CLEAN AND REPAIR TO LIKE NEW
CONDITION. COORIDNATE WITH OWNER
P.4 INFILL WALL OPENIINNG WITH 10" METAL STUDS WITH 5/8" TYPE 'X' GYPSUM BOARD
ON BOTH SIDES. USE 600S162, 33 KSI @ 16" O.C.. USE TSN AL600 STIFF CLIPS AT EACH
STUD T&B WITH (2) #12 SCREWS INTO EXISTING CFS STEEL AND (2) PAF X-U. 157"
INTO CONCRETE (MIN EMBED3.4"). ALIGN WALL FINISH WITH EXISTING WALL FINISH
P.5 SHADED AREA REPRESENTS NEW SLAB, CAST-IN-PLACE CONCRETE WALL, AND
COMPACTED INFILL. SEE NEW SLAB CONNECTION DETAIL FOR SLAB INFILL DETAIL
TO CONNECT TO EXISTING SLAB AND SUB-GRADE INFILL. (3/A100 AND 4/A100)
P.6 REPAIR PATCHED WALLS TO LIKE NEW CONDITION
P.7 REPAIR EXISTING DETERIORATED BREAK METAL AT INSIDE FACE OF STOREFRONT
1" = 1'-0" 3 NEW SLAB CONNECTION DETAIL
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ELECTRICAL SPECIFIC
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1.ELECTRICAL WORK SHALL BE INSTALLED IN A
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A
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THE NATIONAL ELECTRICAL CODE, THE OHIO
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A
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REGULATIONS PUBLISHED BY LOCAL OR STAT
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A
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T
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S
.
2.EQUIPMENT AND MATERIALS USED ON THIS PR
O
J
E
C
T
S
H
A
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L
B
E
N
E
W
,
U
L
L
A
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L
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D
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A
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MEET OSHA REQUIREMENTS. EXISTING EQUIPM
E
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T
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D
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DRAWINGS.3.TEMPORARY ELECTRICAL SERVICE, LIGHTING
A
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L
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D
W
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G
S
H
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4.PROVIDE ALL CUTTING AND PATCHING REQUIR
E
D
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T
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L
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O
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K
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ALL CUTTING OF FIRE RATED FLOORS, SHAFT
S
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L
S
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B
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5.GROUND ALL CONDUITS, CABINETS, PANELS A
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METAL PARTS OF ELECTRICAL EQUIPMENT IN
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D
A
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E
W
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6.INTERIOR RACEWAYS SHALL BE EMT (1/2" MI
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B
L
E
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W
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A
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CIRCUITS, #12 MINIMUM SIZE.8.WIRING DEVICES SHALL BE COMMERCIAL GRAD
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A
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10.DISTRIBUTION EQUIPMENT AND PANELBOARDS
S
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11.LIGHTING FIXTURES SHALL BE PROVIDED AS
S
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WITH ARTICLE 410-15 OF THE NEC.12.LOW VOLTAGE WIRING, SUCH AS TELEPHONE,
D
A
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S
O
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,
F
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C
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WIRING SHALL BE PLENUM RATED AND SHALL
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I
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THE OWNER, UNLESS INDICATED OTHERWISE O
N
T
H
E
D
R
A
W
I
N
G
S
.
SECTION SYMBOL
INTERIOR ELEVATION SYMBOL
DOOR SYMBOL
ELEVATION SYMBOL
WINDOW SYMBOL
ROOM NAME/NUMBER SYMBOL
A221
2
A221
1
SHEET WHERE SECTION IS DRAWN
SECTION REFERENCE ON SHEET
ROOM NAME
ROOM NUMBER
SHEET WHERE ELEVATION IS DRAWN
ELEVATION REFERENCE ON SHEET
?
LEVEL NAME
HEIGHT
REVISION SYMBOL
1
1
EQUIPMENT SYMBOL
E1001
PLAN NOTE SYMBOL
P.1
FINISH FLOOR
100'-0"
Room name
101
EXTERIOR ELEVATION SYMBOL
SHEET WHERE ELEVATION IS DRAWN
ELEVATION REFERENCE ON SHEET
1 / A101
ACT ACOUSTICAL TILE
AD AREA DRAIN
ADA AMERICAN WITH DISABILITIES ACT
ADJ ADJUSTABLE
AFF ABOVE FINISHED FLOOR
AL ALUMINUM
ANOD ANODIZED
APPROX. APPROXIMATELY
BD BOARD
BTWN BETWEEN
BLDG BUILDING
BLK BLOCK, BLOCKING
BM BENCHMARK
BSMT BASEMENT
BUR BUILT-UP
CAB CABINET
CPT CARPET
CB CATCH BASIN
CJ CONTROL JOINT
CL CENTER LINE
CLG CEILING
CMU CONCRETE MASONRY UNIT
CO CLEAN OUT
COL COLUMN
CONC. CONCRETE
CONT. CONTINUOUS
CP CEMENT PLASTER
CT CERAMIC TILE
CU CUBIC
DEMO DEMOLITION
DIA DIAMETER
DIM DIMENSION
DF DRINKING FOUNTAIN
DN DOWN
DS DOWN SPOUT
DWG DRAWING
EA EACH
EL ELEVATION
ELEC. ELECTRIC
ELEV. ELEVATION
EP EPOXY
EQ EQUAL
EQUIP. EQUIPMENT
EWC ELECTRIC WATER COOLER
EXIST EXISTING
EJ EXPANSION JOINT
FD FLOOR DRAIN
FDN FOUNDATION
FE FIRE EXTINGUISHER
FEC FIRE EXTINGUISHER CABINET
FF FINISHED FLOOR
FHC FIRE HOSE CABINET
FLR FLOOR
FT FEET
GA GAUGE, GAGE
GALV GALVANIZED
GB GYPSUM BOARD
GL GLASS
GMU GLASS MASONRY UNIT
GST GLAZED STRUCTURAL TILE
GP GYPSUM PLASTER
GR GRADE
HC HOLLOW CORE
HDWD HARDWOOD
HM HOLLOW METAL
HORZ HORIZONTAL
HP HIGH POINT
HR HOUR
HT HEIGHT
HTG HEATING
HVAC HEATING/VENTILATION/
AIR CONDITIONING
HWY HIGHWAY
ID INSIDE DIMENSION
IN INCH
INCL INCLUDING
INFO INFORMATION
INSUL INSULATION
JT JOINT
LAM LAMINATE
LIN LINEAR
LL LOWER LEVEL
LP LOW POINT
MAX MAXIMUM
MC MINERAL CORE
MECH MECHANICAL
MEJ MASONRY EXPANSION JOINT
MFR MANUFACTURER
MH MANHOLE
MIN MINIMUM
MISC. MISCELLANEOUS
MO MASONRY OPENING
MT MOUNTING
OC ON CENTER
PR PAIR
PLAM PLASTIC LAMINATE
PLYWD PLYWOOD
PT PAINT
QT QUARRY TILE
R RADIUS
REINF. REINFORCED, REINFORCING
REQ'D REQUIRED
RD ROOF DRAIN
RM ROOM
RO ROUGH OPENING
SC SOLID CORE
SCHED SCHEDULE
SEC SECTION
SHT SHEET
SIM SIMILAR
SM SHEET METAL
SP STARTING POINT
SPEC SPECIFICATIONS
SQ. SQUARE
SS STAINLESS STEEL
STD STANDARD
STL STEEL
STRUC STRUCTURAL
ST&V STAIN & VARNISH
SUSP SUSPENSION
THK THICK
TYP TYPICAL
UNO UNLESS NOTED OTHERWISE
UL UNDERWRITERS LABORATORY
VCT VINYL COMPOSITION TILE
VENT VENTILATION
VERT VERTICAL
VEST VESTIBULE
VIF VERIFY IN FIELD
VOL VOLUME
VT VINYL TILE
VWF VINYL WALL FABRIC
WA WASHER
W/ WITH
WC WALL COVERING
WD WOOD
WH WATER HEATER
W/O WITHOUT
WWF WELDED WIRE FABRIC
PROJECT SITE
CLAY TERRACE
CARMEL, IN 46032
NORTH
F
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AR19500167
No.
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Quality Assurance:
Checked By:
Drawn By:
CERTIFIED BY:
CONSULTANTS
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14550 CLAY TERRACE BOULEVARD,
CARMEL, IN 46032
160431-10000
09/7/2016
ENM
MWW
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T001
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WP GLIMCHER TENANT SHELL SPACE
CONSTRUCTION DOCUMENTS
CLAY TERRACE - SPACE 09A
CONTACTSLOCATION MAP DRAWING INDEX
REAL ESTATE SERVICES
EQUIPMENT PLANNING
ARCHITECTURE + INTERIOR DESIGN
SURVEY + 3D LASER SCANNING
ENERGY + FACILITIES
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CODE CONSULTANT
CONTACT:
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AIA,CSI, CCS, LEEP AP, MBA, CPE, CBO
SHEET NUMBER SHEET NAME
GENERAL INFORMATION
T001 TITLE SHEET
ARCHITECTURE
A001 GENERAL INFORMATION
A011 DEMOLITION - FLOOR PLAN
A013 LIFE SAFETY PLAN
A100 FLOOR PLAN - NEW
MECHANICAL, ELECTRICAL, PLUMBING
MEP1.0 MECHANICAL, ELECTRICAL, AND PLUMBING DEMOLITION PLAN
MEP2.0 MECHANICAL, ELECTRICAL, AND PLUMBING SPECIFICATIONS
SYMBOLS LEGEND ABBREVIATIONS
STRUCTURAL ENGINEERS
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