HomeMy WebLinkAboutA010.4A
B
1 2 3 4 5 6
1 2 3 4 5 6
106VACANT105 GARBANZO
104RESTORE HYPERWELLNESS
103 RISE 'N ROLL
102 DRY CLEANER
101TROPICAL SMOOTHIECAFE
45'-8"29'-0" 59'-0"28'-0" 18'-8"
180'-4"
183'-8"59'-4"62'-8"1'-8" 1'-8"3
A201
7'-7" 1'-4" 3'-4"
11'-5
3 8" 7'-0"
16'-75 8"
1'-4" 3'-4" 38'-4" 3'-4"11'-115 8" 3'-4"1'-4"
30'-83 8"
6'-4"
61'-0"
1'-4" 7'-0"
1'-4" 3'-4" 22'-4"
27'-0" 48'-4"
7'-0" 29'-018" 3'-4" 7'-77 8"1'-4" 5'-4" 12'-8" 2'-6" 28'-4" 25'-8" 2'-6" 5'-4" 5'-2" 3'-9" 4'-0" 9'-4" 3'-5"8'-8"2
A201
4
A201
SF3
SF2
SF6
SF3 SF3 SF1 SF3 SF5
SF3 SF4
SF3
SF2
59'-4"62'-8"1'-8" 1'-8"5'-4" 12'-8" 2'-6" 28'-4" 25'-8" 2'-6" 5'-4" 8'-2" 9'-4" 8'-2"8'-8"45'-8"29'-0" 59'-0" 28'-0" 18'-8"
180'-4"
183'-8"
5'-4" 3'-8" 12'-8" 3'-8" 5'-4"
16'-8"
4'-2" 12'-8" 2'-0" 12'-8" 2'-0"
30'-8"
5'-4"
61'-0"
5'-4" 4'-0" 19'-0"
27'-0" 48'-4"
5'-4" 27'-0" 5'-4"5'-4" 5'-4" 4'-0" 8'-8" 12'-8"4'-0" 4'-0" 4'-2"
1
A201
8"
8"
8"
8"4'-0"4'-0"4'-0"4'-0"8"8"8"8"8"8"4'-0"4'-0"4'-0"4'-0"8"8"8"8"8"8"100
101102103104105106108110112113111109107
1
3
4
5
5 5 5
2
TYP
2
TYP
6
A5017
A501
8
A501
8
A501
OPP
6
A501
SIM
6
A501
SIM OPP
6
A501
SIMOPP
7
A501
OPP
7
A501SIMOPP
7
A501 SIMOPP
6
A501
SIM
6
A501SIMOPP 6
A501
SIM
6
A501
SIMOPP
W1A W1A W1A
22'-7
3 8"
CENTER TO CENTER
36'-3
3 4"
CENTER TO CENTER
7 7 77 776
TYP
6
TYP
6
TYP
6
TYP
7 77 7
7
7
7
7
7
7
7
7
7
7
7 7 7 7
7 78
1
A102W2A18'-4"114115
116
2
A102
3
A102
A. CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFICATION OF ALL
DIMENSIONS AND JOB CONDITIONS. ANY DEVIATION FROM
WHAT IS NOTED IN DRAWINGS SHALL BE BROUGHT TO THE
ATTENTION OF THE ARCHITECT IMMEDIATELY.
B. ALL DIMENSIONS SHOWN ARE FACE OF BRICK, MASONRY OR
METAL STUD FRAMING, UNLESS OTHERWISE NOTED.
C. PROVIDE DEEP LEG DEFLECTION TRACK AT ALL METAL STUD
CONNECTIONS WITH STRUCTURE ABOVE, TYPICAL.
D. PROVIDE FIRE RATED WOOD BLOCKING IN METAL STUD WALLS
FOR ANY WALL SUPPORTED ITEMS.
E. PROVIDE APPROVED FIRE RATED STOPPING MATERIALS IN ANY
OPENINGS IN FIRE RATED ASSEMBLIES.
F. REFER TO DOOR AND WINDOW SCHEDULES FOR ALL MATERIALS,
FINISHES, AND HARDWARE INFORMATION.
G. REFER TO EXTERIOR ELEVATIONS FOR ALL BRICK, MASONRY, AND
OTHER EXPANSION JOINT LOCATIONS.
H. ALL MATERIALS LOCATED IN CEILING PLENUM SHALL BE RATED
FOR SUCH INSTALLATION OR PROTECTED TO PROVIDE
COMPLIANCE. THIS INCLUDES BUT IS NOT LIMITED TO
INSULATION (FHC 25/50) POWER AND LOW VOLTAGE WIRING,
TELECOMMUNICATIONS CABLING, PLUMBING SUPPLY AND DRAIN
LINES AND SUPPORTING BRACKETS AND/OR BLOCKING FOR
CEILING HUNG ITEMS.
I. PRIOR TO ORDERING ANY PRODUCTS, CONTRACTOR SHALL
SUBMIT SAMPLES TO THE ARCHITECT OF ALL FINISH MATERIALS
TO BE USED ON THE PROJECT. THE CONTRACTOR SHALL BEAR
SOLE RESPONSIBILITY FOR ANY MATERIALS ORDERED
INCORRECTLY WHEN THAT MATERIAL WAS NOT REVIEWED BY
THE ARCHITECT.
J. PROVIDE CONCRETE FILLED STEEL PIPE BOLLARDS AT ALL
REQUIRED UTILITY EQUIPMENT LOCATIONS SUCH AS GAS METERS,
ELECTRICAL TRANSFORMER PANELS, ETC., COORDINATE WITH
UTILITY COMPANY AND CONTRACTORS, WHEN APPLICABLE, FOR
NECESSARY LOCATIONS. REFER TO CIVIL DRAWINGS FOR
BOLLARD SPECIFICATIONS AND ADDITIONAL INFORMATION.
K. ALL DOORS, UNLESS OTHERWISE NOTED, TO HAVE HINGE SIDE
SET 4" FROM CORNER SHOWN TO OUTSIDE OF FRAME.
L. UNLESS SPECIFIED ELSEWHERE, ALL INTERIOR SLABS AND SLAB
INFILLS TO BE FF-50/FL-35 OVERALL AND FF-35/FL-25 LOCAL.
M. ALL EXIT DOORS TO HAVE TACTILE EXIT SIGNAGE PER 703.4 OF
THE ANSI 117.1 2009
GENERAL NOTES
KEYED NOTES
KEY PLAN
ISSUE DATE
200275
THIS DRAWING AND THE IDEAS, DESIGNS
AND CONCEPTS CONTAINED HEREIN ARE
THE EXCLUSIVE INTELLECTUAL PROPERTY
OF CURRAN ARCHITECTURE, AND ARE NOT
TO BE USED OR REPRODUCED, WHOLE OR
IN PART, WITHOUT THE WRITTEN
CONSENT OF CURRAN ARCHITECTURE.
COPYRIGHT 2021, CURRANARCHITECTUREC
PROJECT INFORMATION
CERTIFICATION
ISSUE DATES
F :: 317 . 288 . 0753
O :: 317 . 288 . 0681
INDIANAPOLIS, IN 46216
5719 LAWTON LOOP E. DR. #212
JDF DEVELOPMENT
THE AVENUE
AT BENNETT FARM
MULTI-TENANT BUILDING
11100 N. MICHIGAN ROAD
CARMEL, INDIANA
46077
NPROJECT
LOCATION
BENNET
T
P
KWY
U.S. HIGHWAY 421PERMIT SET 02.25.2021
REED RD.FLOOR PLAN
A101
1FLOOR PLAN
1/8 "= 1'-0"
*THIS SHEET ONLY
1. METER BASE. SEE MEP PLANS.
2. DASHED LINE INDICATES AWNING ABOVE. SEE ELEVATIONS AND
ROOF PLAN.
3. WALL MOUNTED BIKE RACKS. SEE ELEVATIONS.
4. ROOF LADDER. SEE 5/A305
5. WALL TO BE CENTERED ON COLUMN LINE.
6. SEE WALL SECTIONS FOR DRYWALL EXTENTS.
7. STONE PRODUCT RETURNS THIS WALL.
8. TANK FILL BOX: CHART, PERMA WALL BOX GEN II, SURFACE
MOUNT. COORDINATE FINAL LOCATION & CLEARANCES WITH
TENANT.N04/28/21