HomeMy WebLinkAboutA010.3 rev 11 A 2 3 4B2.2
18'-8"7'-55 8" 5'-4" 10'-8" 6'-6" 4'-0"7'-55 8"10'-1034"
71'-0"15'-0"28'-0"9'-8" 3'-4" 1'-1012"1'-1012"5"5"5'-5316" 27'-514"22'-0 116"10'-0"5'-4" 6'-6516"
71'-0"
5'-4" 4'-1 11 16" 7'-55 8" 29'-63 8"
SF1 SF5 SF5
SF2
SF4 SF6SF3
101
1002'-5"4 1025
4
5
7
4
A201
2
A201
2
A201
3
A201
11" 24'-5" 24'-3" 20'-5" 1'-0"11" 26'-0" 2'-5"3
1
6
6
6
6
2
6
A501
W1A W1A2
2
2
6
A501 SIM
X
X
2'-8"
1FLOOR PLAN
1/4" = 1'-0"
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
200311
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
OUTLOT BUILDING
11150 N. MICHIGAN ROAD
CARMEL, INDIANA
46077
NPERMIT SET 02.25.2021
PROJECT
LOCATION
BENNET T P K WY
U.S. H IGHWAY 421REED RD.FLOOR PLAN
A101
1. METER BASE. SEE MEP PLANS.
2. DASHED LINE INDICATES AWNING/CANOPY ABOVE. SEE
ELEVATIONS AND ROOF PLAN.
3. ROOF LADDER. SEE 3/A301.
4. STONE PRODUCT RETURNS THIS WALL.
5. CONTRACTOR TO PROVIDE WATER LINES & WASTE LINES FOR
FUTURE SINK OR TOILET. SEE PLUMBING PLANS. FIXTURES BY
TENANT.
6. STRUCTURAL BRACING. SEE STRUCTURAL DRAWINGS.
7. FLOOR DRAIN.N2 CITY COMMENTS 00.00.2021
2
04/28/21