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6" 3'-6"
2'-6"
6
1'-0"
1
10
8
11
20
16
15
5
26
13
14
26
1
A501
0'-0"
FINISH FLOOR
2'-0"
BTM SILL
12
#
20'-0"
TO WALL
5
A501
3
19'-4"
TO SOLDIER COURSE
11
3
12'-8"
TO SOLDIER COURSE
12'-0"
TO SOLDIER COURSE
10'-0"
BO AWNING
1
A502
2
A502
27
5
26
13
14
26
1
A501
0'-0"
FINISH FLOOR
12
2'-0"
TO BLOCK
10
8
3
12'-8"
TO SOLDIER COURSE
11
1'-0"
1
20
16
15
12'-0"
TO SOLDIER COURSE
#
20'-0"
TO WALL
5
A501
3
19'-4"
TO SOLDIER COURSE 27
17
1'-0"
1
10
8
20
16
15
5
26
13
14
26
1
A501
0'-0"
FINISH FLOOR
2'-8"
BTM SILL
12
#
20'-0"
TO WALL
5
A501
3
19'-4"
TO SOLDIER COURSE
11
12'-8"
TO SOLDIER COURSE
12'-0"
TO SOLDIER COURSE
6" 2'-6"
2'-6"
6
11
3
7'-0"
BO AWNING
1
A502
27
1'-0"
1
11
10
8
5
26
4
7
16
15
4'-0"
TO STONE
#
13
14
26
1
A501
0'-0"
FINISH FLOOR
27'-0"
TO COPING
3
A502
27
2
28
SIM
SECTION 1
1/2" = 1'-0"
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.
C COPYGRIHT 2021, CURRANARCHI TECTURE
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
PERMIT SET 02.25.2021
WALL SECTIONS
A301
SECTION 2
1/2" = 1'-0"
SECTION 3
1/2" = 1'-0"
SECTION 4
1/2" = 1'-0"
KEYED NOTES
1. REFER TO ROOF PLAN FOR ROOF SYSTEM, TYPICAL.
2. EIFS CORNICE.
3. SOLIDER COURSE-MODULAR BRICK VENEER.
4. ARCHITECTURAL PRECAST STONE PANEL. SEE EXTERIOR ELEVATIONS
FOR JOINTS.
5. CONCRETE SLAB ON GRANULAR FILL AND VAPOR BARRIER. REFER
TO STRUCTURAL DRAWINGS FOR MORE INFORMATION.
6. FABRIC AWNING.
7. STONE PANEL. PROVIDE WATER RESISTANCE BARRIER (WRB) PER
MANUFACTURER'S DETAILS.
8. METAL STUD FRAMED EXTERIOR WALL. SEE STRUCTURAL DRAWINGS
FOR ALL CONNECTIONS TO STRUCTURAL FRAME. FILL ALL EXTERIOR
WALLS WITH MINIMUM R-21 BATT INSULATION. PROVIDE 6 MIL
VAPOR BARRIER INTERIOR SIDE OF WALL.
9. EXTRUDED ALUMINUM STOREFRONT OR CURTAINWALL FRAMING.
REFER TO EXTERIOR ELEVATIONS FOR INFORMATION.
10. INTERIOR
5
8" GYP BOARD TO DECK
11. SEE STRUCTURAL DRAWINGS
12. CONCRETE BLOCK VENEER. SEE ELEVATIONS. SEE STRUCTURAL FOR
ALL FOUNDATION INFORMATION.
13. 2" RIGID PERIMETER INSULATION.
14. POURED CONCRETE FOOTING, SEE STRUCTURAL.
15. EXTERIOR SHEATHING AND AIR INFILTRATION BARRIER. AT STONE
LOCATIONS ONLY, USE HUNTER XCI PLY W/
5
8" SHEATHING OVER 1"
INSULATION.
16. 2" CONTINUOUS RIGID INSULATION & WEATHER BARRIER.
17. DRIVE-THROUGH WINDOW. SEE DOOR SCHEDULE.
18. SECURITY DOOR W/ PIANO HINGE & PADLOCK PROVISION.
19. STEEL MAN DOOR. SEE DOOR SCHEDULE.
20. MODULAR BRICK VENEER.
21. 6" STUD.
22. 1" DIA. LADDER RUNGS 1'-0" O.C.
23. LADDER BRACKETS: BENT BAR 4"X
3
8"X1'-0"-WELD TO UPRIGHT AT
MAX 24" O.C. VERTICAL SPACING.
24.
3
8" DIA. X6" GALV. THRU BOLT W/ FLAT WASHER. TYPICAL.
25. 2X6 BLOCKING THIS LOCATION FOR LADDER CONNECTIONS.
26.
1
2" EXPANSION MATERIAL AND SEALANT.
27. METAL STUD FRAMING. COORDINATE WITH STRUCTURAL.
28. BOTTOM FLASHING DONE BY STONE SUPPLIER.
05/10/21