HomeMy WebLinkAboutArch_MerchantsOfficeSuite_StateSubmittalA000COVER SHEETARCHITECT:
2 WEST MAIN ST.
CARMEL, IN 46032
P: 317-796-4132
MERCHANTS OFFICE SUITE
410 MONON TRAIL, CARMEL, INDIANA 46032
PROJECT INFO.SITE MAPSHEET INDEX CLIENTPROJECTDRAWING TITLESEALSHEETPROJECT INFOREVISIONS17105
12-10-21MERCHANTSOFFICE SUITECARMEL, IN# REVISION DATE CONSTRUCTION MANAGERSTATE SUBMITTALDI L L O NCONSTRUCTIONG R O U P
PROJECT SITE
4tK StUeet SW, 3Ud AVE SW
CARMEL, IN 46032
MERCHANTS
OFFICE SUITE
CARMEL, IN
D I L L O N
CONSTRUCTION
G R O U P
6828 Hillsdale Ct
Indianapolis, IN 46250
P: 317-596-2767
CONSTRUCTION:
01/31/22
UP
UP
UP
VAN
A-D110DEMOFLOOR PLANSCALE:
01 DEMOLITION PLAN
FIRST FLOOR
3/16" = 1'-0"CLIENTPROJECTDRAWING TITLESEALSHEETPROJECT INFOREVISIONS17105
12-10-21MERCHANTSSOCIALLOUNGE CARMEL, IN# REVISION DATE CONSTRUCTION MANAGERSTATE SUBMITTAL
GENERAL DEMOLITION
NOTES
1. COORDINATE ALL DEMOLITION WORK WITH CORRESPONDING NEW
CONSTRUCTION.
2. SOLID LINES INDICATE STRUCTURE AND/OR EQUIPMENT TO REMAIN.
3. DASHED LINES INDICATE STRUCTURE AND/OR EQUIPMENT TO BE
REMOVED.
4. GENERAL CONTRACTOR SHALL PROTECT ALL FINISHES AND/OR
EQUIPMENT TO REMAIN DURING CONSTRUCTION.
5. DEMOLITION SHALL BE PERFORMED WITHOUT DAMAGE TO ADJACENT
RETAINED WORK. WHERE SUCH DAMAGE OCCURS, PATCH, REPAIR OR
OTHERWISE RESTORE TO ITS ORIGINAL CONDITION.
6. WHERE DEMOLITION WORK LEAVES HOLES OR DAMAGED SURFACES
THAT WILL BE EXPOSED IN FINISHED WORK, THE DAMAGED AREAS
SHALL BE PATCHED AND REPAIRED TO MATCH FINAL FINISH.
7. ALL ITEMS NOT SPECIFICALLY INDICATED TO BE REMOVED THAT MUST
BE DEMOLISHED TO ACCOMMODATE NEW CONSTRUCTION SHOULD BE
VERIFIED WITH ARCHITECT BEFORE PROCEEDING.
8. REMOVE ALL DEBRIS FROM THE SITE RESULTING FROM DEMOLITION,
TRANSPORT AND LEGALLY DISPOSE OFF-SITE.
9. BEFORE BEGINNING DEMOLITION, EXISTING MECHANICAL UNITS AND
EQUIPMENT SHALL BE COVERED AND PROTECTED TO PREVENT DUST
AND DEBRIS FROM ENTERING.
DEMOLITION PLAN NOTES
REMOVE INTERIOR DOOR, FRAME, AND RELATED ITEMS, SALVAGE ONE
DOOR AND FRAME TO BE REUSED IN NEW SUPPLY ROOM.
WALL TO BE REMOVED COMPLETELY WITH FASTENERS, ANCHORS,
SEALANTS, CAULKING, ADHESIVES, ETC.
1
1
1
2
2
2
KEY PLAN
1
PROJECT
01/31/22
UP
UP
UP
VAN
A-A001CODE PLANSCALE:
01 CODE PLAN
FIRST FLOOR
3/16" = 1'-0"
CODE LEGEND
EXISTING DEMISING WALL
XX EXIT
OCCUPANT LOAD
THROUGH EXIT
34"
170
EGRESS WIDTH
ALLOWABLE NUMBER
OF OCCUPANTS THROUGH EXIT
TRAVEL DISTANCE
TO EXIT ACCESS
ROOM
#
X XXX SF
XX XXX X
OCCUPANCY GROUP
ROOM ID
ROOM AREA
NUMBER OF EXITS REQUIRED
OCCUPANT LOAD FACTOR
NUMBER OF OCCUPANTS
BRACKET MOUNTED
FIRE EXTINGUISHERFE CLIENTPROJECTDRAWING TITLESEALSHEETPROJECT INFOREVISIONS17105
12-10-21MERCHANTSOFFICE SUITECARMEL, IN# REVISION DATE CONSTRUCTION MANAGERSTATE SUBMITTALDI L L O NCONSTRUCTIONG R O U P
LOBBY
101
OFFICE
102
OFFICE
103
OFFICE
104
OFFICE
105
OFFICE
106 OFFICE
107
OPEN
OFFICE
108
CONFERENCE
ROOM
109
OPEN
OFFICE
110
SUPPLY
111
TRAVEL DISTANCE = 91'
TRAVEL DISTANCE = 98'
3568
340
3534"
170BUILDING LOBBYEXISTING BUILDING
COMMON LOBBY RESTROOMS
EXISTING BUILDING
STAIRWELL
BREAK
ROOM
112
KEY PLAN
A
B 2964 SF
30 100 2
B
S 1564 SF
5 300 2
TRAVEL DISTANCE = 90'
35 34"
170
01/31/22
UP
W1 W2 W3 478"3 5/8" 20 GAUGE METAL STUDS @ 16" O.C.
W/ 5/8" GYPSUM WALL BOARD EACH SIDE. W1
1'-4"
3 5/8" 20 GAUGE METAL STUDS @ 16" O.C.
W/ 5/8" GYPSUM WALL BOARD EACH SIDE.
EXTEND WALL TO DECK.
W1D
3 5/8" 20 GAUGE METAL STUDS @ 16" O.C.
W/ 1 LAYER 5/8" GYPSUM WALL BOARD
EACH SIDE AND 3" SOUND ATTENUATION.
W2
1'-4"478"3 5/8" 20 GAUGE METAL STUDS @ 16" O.C.
W/ 1 LAYER 5/8" GYPSUM WALL BOARD
EACH SIDE AND 3" SOUND ATTENUATION.
EXTEND WALL TO DECK.
W2D 714"6" 20 GAUGE METAL STUDS @ 16" O.C. W/
5/8" GYPSUM WALL BOARD EACH SIDE.W3
1'-4"
6" 20 GAUGE METAL STUDS @ 16" O.C. W/
5/8" GYPSUM WALL BOARD EACH SIDE.
EXTEND WALL TO DECK.
W3D
UP
UP
VAN
A-A110FLOOR PLANSCALE:
01 FLOOR PLAN
3/16" = 1'-0"
GENERAL PLAN NOTES
1. ALL WORK IS TO BE COMPLETED IN STRICT ACCORDANCE WITH ALL
APPLICABLE CODES, ORDINANCES, RULES, & STANDARDS INCLUDING
BUT NOT LIMITED TO ALL STATE AND LOCAL BUILDING CODES AND
GOVERNMENTAL REGULATORY AGENCIES.
2. GENERAL CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS AT
THE JOBSITE. NOTIFY ARCHITECT OF ANY DEVIATIONS FROM THOSE
CONDITIONS AS THEY ARE NOTED ON THE DRAWINGS.
3. THE GENERAL CONTRACTOR SHALL COORDINATE AND SCHEDULE ALL
WORK WITH THE OWNER.
4. THE GENERAL CONTRACTOR IS TO SUBMIT SHOP DRAWINGS AND
SUBMITTALS TO ARCHITECT FOR APPROVAL PRIOR TO START OF
CONSTRUCTION.
5. DO NOT SCALE ANY DRAWINGS. ANY DIMENSIONS ARE TO BE
OBTAINED FROM THE ARCHITECT IF NOT NOTED ON THE DRAWINGS.
6. ALL WALL DIMENSION ARE TO FACE OF STUD.
7. THE GENERAL CONTRACTOR SHALL VERIFY SIZE, LOCATION, AND
CHARACTERISTICS OF ALL WORK AND EQUIPMENT SUPPLIED BY THE
OWNER OR OTHERS WITH THE MANUFACTURER OR SUPPLIER PRIOR TO
THE START OF WORK.
8. THE GENERAL CONTRACTOR SHALL SEE THAT ALL SUBCONTRACTORS
RECEIVE COMPLETE WORKING DRAWINGS AND ASSUME FULL
RESPONSIBILITY FOR COORDINATION OF WORK.
9. FLOOR SHALL BE CLEAN, SMOOTH, AND LEVELED FOR INSTALLATION
OF NEW FLOOR FINISHES. FIELD VERIFY EXISTING CONDITIONS.
10. ALL NEW WALLS ADJACENT TO EXISTING SHALL MATCH WALL TYPE AND
HEIGHT.
11. THE GENERAL CONTRACTOR SHALL KEEP ONE SET OF PLANS AT THE
JOBSITE FOR THE SPECIFIC PURPOSE OF RECORDING ACTUAL
CONSTRUCTION CONDITIONS. SUCH PROJECT RECORD-DOCUMENTS
SHALL BE PROVIDED TO THE OWNER UPON COMPLETION OF THE
PROJECT.
PLAN NOTES
PROVIDE APPROPRIATE BLOCKING TO SUPPORT WALL MOUNTED
EQUIPMENT.
PROVIDE POWER & DATA AT THIS LOCATION FOR EQUIPMENT.
REFERENCE ELEVATION FOR CLEARSTORY WINDOWS.
PROVIDE PLATFORM, STAIRS, AND HANDRAIL. ALL CLEARANCES TO
MEET CODE.CLIENTPROJECTDRAWING TITLESEALSHEETPROJECT INFOREVISIONS17105
12-10-21MERCHANTSSOCIALLOUNGE CARMEL, IN# REVISION DATE CONSTRUCTION MANAGERSTATE SUBMITTAL
LOBBY
101
OFFICE
102
OFFICE
103
OFFICE
104
OFFICE
105
OFFICE
106 OFFICE
107
OPEN
OFFICE
108
CONFERENCE
ROOM
109
OPEN
OFFICE
110
15'-512"14'-814"14'-814" 14'-814"14'-814"14'-114"12'-414"12'-414"15'-9" 16'-512"30'-512"
A112
01
02
A113
01
A112 03 17'-2"17'-2"4'-3"13'-212"13'-10"15'-9"12'-414"A112
04
10'-6"15'-34"8'-11"
2'-0"102W2 W1DW2 W2 W2 W2 W2D
W3D
W2D W2D W1W1W1EXIST
W1D
W2D103104105106107111B109101A
110 111A
SUPPLY
111
BL1 BL1 BL1 BL1 BL1 W1DBUILDING LOBBYEXISTING BUILDING
COMMON LOBBY RESTROOMS
N.I.C.
EXISTING BUILDING
STAIRWELL
N.I.C.
2
1
1
2
3 W2SCALE:
02 TYPES
WALL
1" = 1'-0"
101A
102
103
105
(2)3'-0"
3'-0"
8'-10"
8'-10"
8'-10"
8'-10"
106
107
110
8'-10"
8'-10"
8'-10"
111A 8'-10"
8'-10"
ROOM NAME
LOBBY 101
104 8'-10"
OFFICE 102
OFFICE 103
OFFICE 104
OFFICE 105
OFFICE 106
OFFICE 107
CONFERENCE ROOM 109
OPEN OFFICE 110
SUPPLY 111
109
111BSUPPLY 111
8'-10"
MARK WIDTH HEIGHT
BL1
ROOM NAME
OFFICE 102
OFFICE 103
OFFICE 104
OFFICE 105
OFFICE 106
OFFICE 107
WIDTH HEIGHT MARK
BL1
BL1
BL1
BL1
BL2
V.I.F. 11'-6"
CONFERENCE ROOM
BL1
MATERIAL
W
W
W
W
W
W
W
BORROW LITE FRAME
MATERIAL REMARK
MATERIAL
W
W
W
W
W
W
W
W
W
W
W
DOOR FRAME
MATERIAL REMARK
-
-
HM
W2D
W2D
3 3 3 3 3 BL2 3
46'-012"42'-6"3'-6"
BREAKROOM
112
V.I.F.
V.I.F.
V.I.F.
V.I.F.
V.I.F.
V.I.F.
3'-0"
3'-0"
3'-0"
3'-0"
3'-0"
3'-0"
3'-0"
3'-0"
3'-0"
HM
HM
HM
HM
HM
HM
HM
HM
HM
HM
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
KEY PLAN
HM
HM
HM
HM
HM
HM
HMB.O.DB.O.DW1DB.O.DB.O.D.W1DB.O.DPROJECT
6'-734"
A113
02
11'-6"
11'-6"
11'-6"
11'-6"
11'-6"
11'-6"BL1
01/31/22
UP
UP
UP
VAN
A-A111REFLECTEDCEILING PLANSCALE:
01 REFLECTED CEILING PLAN
3/16" = 1'-0"CLIENTPROJECTDRAWING TITLESEALSHEETPROJECT INFOREVISIONS17105
12-10-21MERCHANTSSOCIALLOUNGE CARMEL, IN# REVISION DATE CONSTRUCTION MANAGERSTATE SUBMITTAL
LIGHTS, DIFFUSERS, AND SPRINKLER HEADS ARE1.
ALL SUSPENDED ACOUSTICAL CEILINGS ARE TO BE2.
AT-1 UNLESS NOTED OTHERWISE.
DRAWINGS FOR ADDITIONAL INFORMATION.
AT-1
LIGHT FIXTURE - SEE ELECTRICAL
SUSPENDED 5/8" GYPSUM BOARD CEILING
SHOWN FOR LOCATION ONLY. SEE ENGINEERING
24" X 24" X 1" ARMSTRONG OPTIMA CEILING TILES
WITH TEGULAR EDGE.
CEILING PLAN NOTES
GENERAL CEILING NOTES
1 RECESSED COVE LIGHTING (MATCH UPPER FLOORS).
PENDANT LIGHT FIXTURE (MATCH UPPER FLOORS).2
CEILING LEGEND
LOBBY
101
OFFICE
102
OFFICE
103
OFFICE
104
OFFICE
105
OFFICE
106 OFFICE
107
OPEN
OFFICE
108
CONFERENCEROOM
109
OPENOFFICE
110
SUPPLY
111BUILDING LOBBYEXISTING BUILDING
COMMON LOBBY RESTROOMS
EXISTING BUILDING
STAIRWELL
11'-6"11'-6"11'-6"11'-6"11'-6"11'-6"
11'-6"
11'-6"
11'-6"
11'-6"
EXP
11'-6"
1
2
BREAKROOM
112
LOCATION: FLOATING WD2 CEILINGS
6" WOODWORKS
CONCEALED TRIM
CEILING
11'-6" A.F.F.
CEILING
11'-0" A.F.F.
W-1
SCALE:
02 REFLECTED CEILING PLAN
1" = 1'-0"
2
A111
KEY PLAN
EXP
PROJECT
01/31/22
FROSTED
GLAZING TYP.
TRASH
EQ EQ EQ EQ
A-A112INTERIORELEVATIONS &DETAILSCLIENTPROJECTDRAWING TITLESEALSHEETPROJECT INFOREVISIONS17105
12-10-21MERCHANTSSOCIALLOUNGE CARMEL, IN# REVISION DATE CONSTRUCTION MANAGERSTATE SUBMITTAL
SCALE:
01 OFFICE ELEVATION.
TYP. STOREFRONT
1/2" = 1'-0"SCALE:
02 WINDOWS ELEVATION
LOBBY CLERESTORY
1/2" = 1'-0"
SCALE:
03 ELEVATION
KITCHENETTE
1/2" = 1'-0"2'-10"3'-0"3'-0" 3'-0" 1'-6"
10'-6"FILLER.3'-514"EQ. EQ. EQ. EQ. SEE SCHEDULE FOR OVERALL LENGTH
SCALE:
04 ROOM ELEVATION
OPEN OFFICE & CONFERENCE
1/2" = 1'-0"
SEE SCHEDULE FOR OVERALL LENGTH
3'-0"
16'-0"
EQ.8'-034"EQ EQEQ EQ EQ
EQ. EQ. EQ. 3'-514"8'-034"SEE SCHEDULE FOR OVERALL LENGTH
OPEN TO
BEYOND
8'-10"134"2'-412"134"8'-814"134"11'-6"134"2'-412"134"8'-814"134"11'-6"EQ. EQ. EQ. EQ.3'-0"
134"134"1'-0"12"1'-11"12"1'-0"2'-614"1'-0"12"1'-11"12"1'-0"2'-614"01/31/22
FROSTED
GLAZING TYP.
A-A113INTERIORELEVATIONS &DETAILSCLIENTPROJECTDRAWING TITLESEALSHEETPROJECT INFOREVISIONS17105
12-10-21MERCHANTSSOCIALLOUNGE CARMEL, IN# REVISION DATE CONSTRUCTION MANAGERSTATE SUBMITTAL
SCALE:
01 MEDIA WALL ELEVATION
CONFERENCE ROOM
1/2" = 1'-0"
EQ. EQ.6'-0"TV. PROVIDED
BY OWNER
SCALE:
02 ELEVATION
STOREFRONT
1/2" = 1'-0"134"2'-412"134"8'-814"134"11'-6"8'-10"3'-0"
134"134"
SEE SCHEDULE FOR OVERALL LENGTH
1'-0"12"1'-11"12"1'-0"2'-614"01/31/22
UP
UP
UP
VAN
A-A801FINISH PLANSCALE:
01 FINISH PLAN
3/16" = 1'-0"CLIENTPROJECTDRAWING TITLESEALSHEETPROJECT INFOREVISIONS17105
12-10-21MERCHANTSSOCIALLOUNGE CARMEL, IN# REVISION DATE CONSTRUCTION MANAGERSTATE SUBMITTAL
WALL FINISH
FLOOR FINISH
WALL-BASE FINISH
MISC. FINISH
FINISH LEGEND
XX
XX
XX
XX
P1
B1
CPT5
LOBBY
101
OFFICE
102
OFFICE
103
OFFICE
104
OFFICE
105
OFFICE
106 OFFICE
107
OPEN
OFFICE
108
CONFERENCE
ROOM
109
OPEN
OFFICE
110
STORAGE
111
P1
B1
CPT3
P1
B1
CPT6
P1
B1
P1
B1
P1
B1
P1
B1
P1
B1
P1
B1
LVT1
P1
B1
CPT3
P1
B1
CPT3
P1
B1
EXISTING BUILDING
COMMON LOBBY RESTROOMS
EXISTING BUILDING
STAIRWELL
FINISH LEGEND
FLOOR COVERINGS BASE
WALL FINISHES
B1
CASEWORK
P1 ACRYLIC LATEX PAINT
MFG: SHERWIN WILLIAMS
COLOR: SITE WHITE, SW7070
FINISH: EGGSHELL
LOCATION: GENERAL NEUTRAL THROUGHOUT
RUBBER WALL BASE
MFG: JOHNSONITE
COLOR: GRAPHITE
DESC.: 4" ROLL
INSTALL: STRAIGHT
LOCATION: CARPET & LVT
CPT3 CARPET
MFG: MILLIKEN
STYLE: NATURALLY DRAWN
PATTERN: HAND SKETCHED
COLOR: PEPPERCORN
DESC.: 24x24
INSTALL: QUARTER TURN
LOCATION: OPEN OFFICE, CORRIDORS
CPT5 CARPET
MFG: MANNINGTON
STYLE: THE PORTLAND COLLECTION
PATTERN: RIDGELINE
COLOR: COMPASS
DESC.: 12x48
INSTALL: 3 STEP VERTICAL ASHLAR
LOCATION: LOBBY, CONFERENCE ROOM
CPT6 CARPET
MFG: MANNINGTON
STYLE: THE PORTLAND COLLECTION
PATTERN: SUMMIT
COLOR: COMPASS
DESC.: 12x48
INSTALL: 3 STEP VERTICAL ASHLAR
LOCATION: OFFICES
LVT1 LUXURY VINYL TILE
MFG: INTERFACE
STYLE: LEVEL SET
PATTERN: TEXTURED WOODGRAINS
COLOR: DISTRESSED HICKORY
DESC.: 25CMx1M
INSTALL: ASHLAR
LOCATION: SOCIAL HUB AREAS
SS2 SOLID SURFACE
MFG: CAMBRIA
COLOR: FIELDSTONE
LOCATION: BREAK AREA
CON1 EXISTING SEALED CONCRETE
CPT6 CPT6 CPT6 CPT6 CPT6
P1
B1
CPT3
SS2
BREAK
ROOM
112
CON1
P1
B1
CON1
KEY PLAN
PROJECT
01/31/22
UP
CAPTG CAPTGCAPTG
CAPTG
CAPTG
CAPTG
CAPTGCAPTG
CAPTG
CAPTG
CAPTG CAPTGCAPTG
CAPTG
CAPTG
CAPTGCAPTGCAPTG
CAPTG
CAPTG
CAPTG CAPTGCAPTG
CAPTG
CAPTG
CAPTG CAPTGCAPTG
CAPTG
CAPTG
FIRST FLOOREL: -2' - 0"FIRST FLOOREL: 0' - 0"
UP
UP
VAN
A-A810FURNITURE PLANSCALE:
01 FINISH PLAN
3/16" = 1'-0"CLIENTPROJECTDRAWING TITLESEALSHEETPROJECT INFOREVISIONS17105
12-10-21MERCHANTSSOCIALLOUNGE CARMEL, IN# REVISION DATE CONSTRUCTION MANAGERSTATE SUBMITTAL
LOBBY
101
OFFICE
102
OFFICE
103
OFFICE
104
OFFICE
105
OFFICE
106 OFFICE
107
OPEN
OFFICE
108
CONFERENCE
ROOM
109
OPEN
OFFICE
110
STORAGE
111
EXISTING BUILDING
COMMON LOBBY RESTROOMS
EXISTING BUILDING
STAIRWELL
BREAK ROOM
112
KEY PLAN
PROJECT
01/31/22
VAN CLIENTPROJECTDRAWING TITLESEALSHEETPROJECT INFOREVISIONS17105
01-10-22MERCHANTSOFFICESUITE CARMEL, IN# REVISION DATE CONSTRUCTION MANAGERSTATE SUBMITTALDI L L O NCONSTRUCTIONG R O U P
B-D110
SCALE:
01 DEMOLITION PLAN
FIRST FLOOR
1/4" = 1'-0"
GENERAL DEMOLITION
NOTES
1. COORDINATE ALL DEMOLITION WORK WITH CORRESPONDING NEW
CONSTRUCTION.
2. SOLID LINES INDICATE STRUCTURE AND/OR EQUIPMENT TO REMAIN.
3. DASHED LINES INDICATE STRUCTURE AND/OR EQUIPMENT TO BE
REMOVED.
4. GENERAL CONTRACTOR SHALL PROTECT ALL FINISHES AND/OR
EQUIPMENT TO REMAIN DURING CONSTRUCTION.
5. DEMOLITION SHALL BE PERFORMED WITHOUT DAMAGE TO ADJACENT
RETAINED WORK. WHERE SUCH DAMAGE OCCURS, PATCH, REPAIR OR
OTHERWISE RESTORE TO ITS ORIGINAL CONDITION.
6. WHERE DEMOLITION WORK LEAVES HOLES OR DAMAGED SURFACES
THAT WILL BE EXPOSED IN FINISHED WORK, THE DAMAGED AREAS
SHALL BE PATCHED AND REPAIRED TO MATCH FINAL FINISH.
7. ALL ITEMS NOT SPECIFICALLY INDICATED TO BE REMOVED THAT MUST
BE DEMOLISHED TO ACCOMMODATE NEW CONSTRUCTION SHOULD BE
VERIFIED WITH ARCHITECT BEFORE PROCEEDING.
8. REMOVE ALL DEBRIS FROM THE SITE RESULTING FROM DEMOLITION,
TRANSPORT AND LEGALLY DISPOSE OFF-SITE.
9. BEFORE BEGINNING DEMOLITION, EXISTING MECHANICAL UNITS AND
EQUIPMENT SHALL BE COVERED AND PROTECTED TO PREVENT DUST
AND DEBRIS FROM ENTERING.
DEMOLITION PLAN NOTES
REMOVE STOREFRONT, FRAME, AND RELATED ITEMS ALONG WITH
WALL TO ALLOW FOR NEWGARAGE DOOR.
REMOVE EXTERIOR DOOR, FRAME AND RELATED ITEMS. SALVAGE
DOOR AND FRAME TO BE REUSED.
KEY PLAN
PROJECT
1 1
2
DEMOFLOOR PLAN2
01/31/22
LEVEL 01
0"
T/SLAB
SEE PLAN
2
1
UNDISTURBED
SOIL1'-0"SLAB ON
GRADE w/ BFR
1/2" PREFORMED
EXP JOINT FILLER
STUD WALL
SEE ARCH
#4 AT 12"
EA WAY
8"
3'-0"
2- #4 x 48", 3/4" CLR
FROM T/SLAB
EDGE OF SLAB2"CLR2"NOTES:
1. PROVIDE CONTINUOUS PROTECTION AGAINST WATER INFILTRATION PRIOR TO
INSTALLATION OF VAPOR BARRIER AND POROUS SUB BASE. MAINTAIN VAPOR BARRIER
AND SUB BASE IN DRY CONDITION UNTIL BUILDING IS OCCUPIED.
2. PROVIDE ENGINEERED FILL IN AREAS THAT DO NOT STABILIZE UNDER PROOFROLLING.
PROOFROLLED
SUB-GRADE
NOTE 2
CONTINUOUS
VAPOR BARRIER
DRAINAGE COURSE
SLAB ON GROUND
T/SLAB
SEE PLAN
SEE PLANSEE PLANISOLATION
JOINT
CONSTRUCTION
JOINT
CONTRACTION
JOINT
NOTES:
1. LOCATE CONSTRUCTION JOINTS AT CONTRACTION JOINT LOCATIONS SHOWN ON PLAN. MATCH
CONTRACTION JOINT PROFILE.
2. MAXIMUM SPACING BETWEEN CONTRACTION JOINTS = 15'-0". SEE PLAN FOR LOCATIONS.
3. 3/4" x 1'-4" SMOOTH DOWEL AT 18 INCHES ON CENTER. SET AT T/2 BELOW TOP OF SLAB. GREASE
ONE END.
4. DO NOT PLACE DOWELS WITHIN 12" OF A SLAB CORNER.
1/2" FULL DEPTH
JOINT FILLERSEE NOTE 1
SEE NOTE 3 1-#4 EA SIDE
1/8" SAWN OR
PREFORMED JT
R=1/8" MAX
SOG SUB BASE SEE
PLAN AND TYP SOG
DETAILTT/32"
CL CL CL
INTERRUPT REINF
AT JOINTS (TYP)SEE PLANEXISTING
1/2" DIA, AT 18"x1'-6" SMOOTH
DOWELS. GREASE END OF
DOWEL IN NEW SLAB.
DRILL 6" INTO
EXISTING SLAB
T/SLAB
VIF
SOG SUB BASE
SEE PLAN AND
TYP SOG DETAIL
SOG
EQEQISOLATION JOINT
ISOLATION
JOINT
CONSTRUCTION OR
CONTRACTION JOINT (TYP)
1-#4 MID DEPTH
OF SLAB (TYP)
NOTE:
SEE PLAN FOR
JOINT LOCATIONS
CONSTRUCTION OR
CONTRACTION JOINT (TYP)
CONCRETE
INFILL
CONCRETE INFILL
INTERIOR
EXTERIOR
TYP
1'-0"
TYP
1'-0"3" MIN3"
MI
N
CONC FDTN
1-#4 MID DEPTH
OF SLAB (TYP)
COLUMN
COLUMN
COLUMN
#4 CONT
#4 AT 16"
3 MIN
1
3 MIN
1
#4 AT 16"
SOG SUB BASE SEE
PLAN AND TYP SOG
DETAIL (TYP)
2'-0"2'-0"
T
<TTTTT
2'-0"2'-0"3T MAXTT/SLAB 0"
5" SLAB ON GROUND
w/ 24 LBS/CY BFR ON 6"
DRAINAGE COURSE. SEE
2/S101 FOR SUB-BASE.
T/SLAB -1"
5" SLAB ON GROUND
w/ 24 LBS/CY BFR ON 6"
DRAINAGE COURSE. SEE
2/S101 FOR SUB-BASE.
T/SLAB -3"
5" SLAB ON GROUND
w/ 24 LBS/CY BFR ON 6"
DRAINAGE COURSE. SEE
2/S101 FOR SUB-BASE.
8'-0"3'-11" 14'-5"4'-5"4'-1"V.I.F.3'-4 1/2"18'-4"6'-3"
3'-6" 2'-9"5'-8"1'-3"10'-7"2'-7"11'-11" 3'-0"30'-0"20'-0"30'-0"8"8"8"8"
8"8"8"8"1'-8 1/2"1
S101
T/SLAB 1'-6 5/16"
T/SLAB 2'-0"
SEE ARCH DWGS
FOR EXTENT OF
SLAB DEPRESSION
SEE ARCH DWGS
FOR EXTENT OF
SLAB DEPRESSION
COORDINATE T/SLAB
ELEVATION WITH DEPRESSION
REQUIREMENTS SET FORTH BY
WOOD FLOORING MFR
COORDINATE T/SLAB
ELEVATION WITH DEPRESSION
REQUIREMENTS SET FORTH BY
GOLF SIMULATOR MFR
TYPSPLICE NEW SLAB
TO EXIST PER 6/S101
SPLICE NEW WALL TO
EXIST PER 8/S101 TYP
#4x24" AT 12" EF
DRILL AND ADHESIVE
ANCHOR 6" INTO EXISTING
FOUNDATIONS
T/EXISTING FDTN
SEE PLAN AND VIF
EXISTING FDTN
WALL AND FTG
FDTN WALL -SEE SPECIFIC WALL
SECTIONS FOR FURTHER
INFORMATION.
T/FDTN
SEE PLAN AND VIF
MIN4"NOTES:
1. ALIGN BOTTOM OF NEW AND EXISTING FOOTINGS. STEP
FOOTING AND WALL AS REQUIRED PER TYPICAL DETAILS.
2. EXTEND NEW FOUNDATIONS DOWN TO THE MINIMUM DEPTH.ARCHITECTCONSTRUCTION MANAGERPROJECTDRAWING TITLESEALSHEETPROJECT INFOREVISIONSDECEMBER 24, 2021 CLIENTB-S101OVERALL LEVEL 01FOUNDATION PLANFT. WAYNERIVERFRONTPROMENADE1/2" = 1'-0"1 TYPICAL FOUNDATION AT SLAB OFFSET
1/2" = 1'-0"5
ADDITIONAL SLAB REINFORCEMENT
AT RE-ENTRANT CORNERS
1/2" = 1'-0"2 TYPICAL SLAB ON GRADE DETAIL
1/2" = 1'-0"3 SLAB ON GRADE JOINTS
1/2" = 1'-0" 6 SLAB ON GRADE SPLICE TO EXISTING
1/2" = 1'-0"4 SLAB ON GRADE JOINTS AT COLUMNS
1/2" = 1'-0" 7 TYPICAL SLAB ON GRADE DEPRESSION DETAIL
1/8" = 1'-0" 9 ENTERTAINMENT LOUNGE - LOWER LEVEL 01
1/2" = 1'-0"8 FOUNDATION WALL SPLICE TO EXISTING ARCHITECTCLIENTPROJECTMERCHANTSCORPORATECENTERCARMEL, INDILLONCONSTRUCTIONGROUPCONSTRUCTION MANAGER17105 CLIENTPROJECTMERCHANTSOFFICE SUITECARMEL, INCONSTRUCTION MANAGER01/31/22
RAMPRAMP REF.REF.REF.ICESINKDRYKEGTRASHVANVAN
REF.
REF.REF.ICE
SINK
DRY
KEG
TRASH CLIENTPROJECTDRAWING TITLESEALSHEETPROJECT INFOREVISIONS17105
01-10-22MERCHANTSOFFICESUITE CARMEL, IN# REVISION DATE CONSTRUCTION MANAGERSTATE SUBMITTALDI L L O NCONSTRUCTIONG R O U P
B-A001
SCALE:
01 CODE PLAN
FIRST FLOOR
1/4" = 1'-0"
GOLF
SIMULATORS
A
BASKET
COURT
SOCIAL
HUB
FURNITURE
STORAGE
RESTROOM RESTROOM
GOLF
SIMULATORS
B
KEY PLAN CODE PLANCODE LEGEND
EXISTING DEMISING WALL
XX EXIT
OCCUPANT LOAD
THROUGH EXIT
34"
170
EGRESS WIDTH
ALLOWABLE NUMBER
OF OCCUPANTS THROUGH EXIT
TRAVEL DISTANCE
TO EXIT ACCESS
ROOM
#
X XXX SF
XX XXX X
OCCUPANCY GROUP
ROOM ID
ROOM AREA
NUMBER OF EXITS REQUIRED
OCCUPANT LOAD FACTOR
NUMBER OF OCCUPANTS
BRACKET MOUNTED
FIRE EXTINGUISHERFE
26
68
340
A3 2770 SF
185 15 2
TRAVEL DISTANCE = 60'
26
68
340
TRAVEL DISTANCE = 52'
TRAVEL DISTANCE = 92'
A
EXISTING BUILDING
STAIRWELL
B
01/31/22
RAMPRAMP REF.REF.REF.ICESINKDRYKEGTRASHVANVAN
REF.
REF.REF.ICE
SINK
DRY
KEG
TRASH
W1 W2478"3 5/8" 20 GAUGE METAL STUDS @ 16" O.C.
W/ 5/8" GYPSUM WALL BOARD EACH SIDE. W1
1'-4"
3 5/8" 20 GAUGE METAL STUDS @ 16" O.C.
W/ 5/8" GYPSUM WALL BOARD EACH SIDE.
EXTEND WALL TO DECK.
W1D 714"6" 20 GAUGE METAL STUDS @ 16" O.C. W/
5/8" GYPSUM WALL BOARD EACH SIDE.W2
1'-4"
6" 20 GAUGE METAL STUDS @ 16" O.C. W/
5/8" GYPSUM WALL BOARD EACH SIDE.
EXTEND WALL TO DECK.
W2D CLIENTPROJECTDRAWING TITLESEALSHEETPROJECT INFOREVISIONS17105
01-10-22MERCHANTS OFFICESUITECARMEL, IN# REVISION DATE CONSTRUCTION MANAGERSTATE SUBMITTALDI L L O NCONSTRUCTIONG R O U P
B-A110
SCALE:
01 FLOOR PLAN
FIRST FLOOR
1/4" = 1'-0"
GOLF
SIMULATORS
A
BASKET
COURT
SOCIAL
HUB
FURNITURE
STORAGE
RESTROOM RESTROOM
ICE REF. DW. KEG MW. TRASH TRASH
GOLF
SIMULATORS
B
KEY PLAN
PROJECT FLOOR PLANGENERAL PLAN NOTES
1. ALL WORK IS TO BE COMPLETED IN STRICT ACCORDANCE WITH ALL
APPLICABLE CODES, ORDINANCES, RULES, & STANDARDS INCLUDING
BUT NOT LIMITED TO ALL STATE AND LOCAL BUILDING CODES AND
GOVERNMENTAL REGULATORY AGENCIES.
2. GENERAL CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS AT
THE JOBSITE. NOTIFY ARCHITECT OF ANY DEVIATIONS FROM THOSE
CONDITIONS AS THEY ARE NOTED ON THE DRAWINGS.
3. THE GENERAL CONTRACTOR SHALL COORDINATE AND SCHEDULE ALL
WORK WITH THE OWNER.
4. THE GENERAL CONTRACTOR IS TO SUBMIT SHOP DRAWINGS AND
SUBMITTALS TO ARCHITECT FOR APPROVAL PRIOR TO START OF
CONSTRUCTION.
5. DO NOT SCALE ANY DRAWINGS. ANY DIMENSIONS ARE TO BE
OBTAINED FROM THE ARCHITECT IF NOT NOTED ON THE DRAWINGS.
6. ALL WALL DIMENSION ARE TO FACE OF STUD.
7. THE GENERAL CONTRACTOR SHALL VERIFY SIZE, LOCATION, AND
CHARACTERISTICS OF ALL WORK AND EQUIPMENT SUPPLIED BY THE
OWNER OR OTHERS WITH THE MANUFACTURER OR SUPPLIER PRIOR TO
THE START OF WORK.
8. THE GENERAL CONTRACTOR SHALL SEE THAT ALL SUBCONTRACTORS
RECEIVE COMPLETE WORKING DRAWINGS AND ASSUME FULL
RESPONSIBILITY FOR COORDINATION OF WORK.
9. FLOOR SHALL BE CLEAN, SMOOTH, AND LEVELED FOR INSTALLATION
OF NEW FLOOR FINISHES. FIELD VERIFY EXISTING CONDITIONS.
10. ALL NEW WALLS ADJACENT TO EXISTING SHALL MATCH WALL TYPE AND
HEIGHT.
11. THE GENERAL CONTRACTOR SHALL KEEP ONE SET OF PLANS AT THE
JOBSITE FOR THE SPECIFIC PURPOSE OF RECORDING ACTUAL
CONSTRUCTION CONDITIONS. SUCH PROJECT RECORD-DOCUMENTS
SHALL BE PROVIDED TO THE OWNER UPON COMPLETION OF THE
PROJECT.
PLAN NOTES
PROVIDE APPROPRIATE BLOCKING TO SUPPORT WALL MOUNTED
EQUIPMENT.
PROVIDE POWER & DATA AT THIS LOCATION FOR EQUIPMENT.
REFERENCE ELEVATION FOR CLEARSTORY WINDOWS.
PROVIDE PLATFORM, STAIRS, AND HANDRAIL. ALL CLEARANCES TO
MEET CODE.7'-0"1'-0"3'-0"2"3'-0"2"3'-0"2"6'-0"4'-0"18'-10"20'-0"
24'-214"13'-9"12'-0"
39'-6"8'-478"6'-478" 4'-358" 4'-118"3'-658"8'-1078"15'-0"15'-0"4'-0"10'-0"4'-0"10'-0"7'-0"
7'-0" EQ.EQ.EQ.EQ.10'-0"9'-5"16'-10"
2'-338"
23'-212"
SCALE:
02 TYPES
WALL
1" = 1'-0"W1W1DW1DW1D
W1DW1DW1D W1D W1DW2D 101
102
103
3'-0"
8'-10"
8'-10"
8'-10"
ROOM NAME MARK WIDTH HEIGHT MATERIAL
W
W
W
DOOR FRAME
MATERIAL REMARK
HM
3'-0"
HM
HM
PRIVACY
PRIVACY
STOREROOM
3'-0"
01
A112
02
A112
03
A112
03
A112
SIM.
101 102
103
12 12
104 105
104
105
STORAGE
RESTROOM
RESTROOM
ENTRANCE DOOR
ENTRANCE DOOR
GARAGE DOOR 106
EXISTING
EXISTING
12'-0"
106 106
14'-0"
01/31/22
CLIENTPROJECTDRAWING TITLESEALSHEETPROJECT INFOREVISIONS17105
01-10-22MERCHANTSOFFICESUITE CARMEL, IN# REVISION DATE CONSTRUCTION MANAGERSTATE SUBMITTALDI L L O NCONSTRUCTIONG R O U P
B-A112
SCALE:
01 FLOOR PLAN
ENLARGED RESTROOMS
1/2" = 1'-0"ENLARGEDFLOOR PLANSRESTROOM ADA
RESTROOM
1'-6" 1'-6"
SCALE:
02 FLOOR PLAN
ENLARGED ISLAND
1/2" = 1'-0"2'-1"16'-10"
16'-534"
SCALE:
03 FLOOR PLAN
GOLF THING
1/2" = 1'-0"3'-7"2'-478"2'-134"2'-1 14"
7'-634"
8'-0"1'-718"1.
2.
3.
MOUNTING HEIGHTS NOTED ARE TO BE USED ONLY WHEN
MANUFACTURER'S STANDARD MOUNTING HEIGHTS ARE NOT
PROVIDED. ALL ACCESSORIES IN H.C. BATHROOM TO COMPLY
WITH MANUFACTURER'S RECOMMENDED BARRIER FREE MOUNTING
HEIGHTS.
ALL UNIT ACCESSORIES TO BE MOUNTED INTO DRYWALL WITH
MANUFACTURER'S SPECIFIED ANCHORS.
ALL BATHROOM FIXTURES TO BE STAINLESS STEEL.
COMBINATION TOWEL DISPENSER AND WASTE RECEPTACLE
36" GRAB BAR
42" GRAB BAR
18" VERTICAL GRAB BAR
SANITARY NAPKIN DISPOSAL.
TOILET TISSUE DISPENSER
RESTROOM ACCESSORY NOTES#
U12
U13
U14
U15
U16
U17
U18
24"x36" MIRROR
U12
U13
U18
U17
U12
U13
U18
U17
U16
U15
U14
01/31/22
MW DW KEG ICE REF.CLIENTPROJECTDRAWING TITLESEALSHEETPROJECT INFOREVISIONS17105
01-10-22MERCHANTSOFFICESUITE CARMEL, IN# REVISION DATE CONSTRUCTION MANAGERSTATE SUBMITTALDI L L O NCONSTRUCTIONG R O U P
B-A113
SCALE:
01 ELEVATION
SOCIAL HUB
1/2" = 1'-0"INTERIORELEVATIONSSCALE:
06 ISLAND ELEVATION
SOCIAL HUB
1/2" = 1'-0"SCALE:
03 RESTROOM
ELEVATION
1/2" = 1'-0"SCALE:
04 RESTROOM
ELEVATION
1/2" = 1'-0"SCALE:
05 RESTROOM
ELEVATION
1/2" = 1'-0"
SCALE:
02 ELEVATION
SOCIAL HUB
1/2" = 1'-0"
85" T.V.
PROVIDED BY
OWNER
85" T.V.
PROVIDED BY
OWNER
7'-2"5'-3" 6'-0"2'-0" 3'-0" 3'-0" 2'-0"3'-6"16'-10" MITERED
WATERFALL
EDGE
MITERED
WATERFALL
EDGE
MITERED
WATERFALL
EDGE
2'-10"6"1'-6"6" 3'-0" 2'-10"2'-10"6"1'-6"1'-0" 3'-6"2'-10"MITERED
WATERFALL
EDGE
01/31/22