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ENLARGED PLAN +
DETAILS
PROJECT NUMBER:2021-049CARMEL, IN 4603310.27.2021
CERTIFICATION:SITE ARCHITECTUREarchitecture + landscape architectureDATE ISSUED:
REVISIONS ISSUED:ATI PHYSICAL THERAPY4765 EAST 126TH STREETARCHITECT:
SITE ARCHITECTURE
architecture + landscape architecture
BRAD SMITH, RA | LEED AP
13144 EAST 186TH STREET
NOBLESVILLE, IN. 46060
PH: 317.374.8720
E-MAIL: brad@site-architecture.com
PROJECT CONTACT:TENANT IMPROVEMENTThese drawings are intended for the purposes
State of Indiana/City of Carmel plan review,
permitting, bidding, and construction.
CONSTRUCTION DOCUMENTS
MEP ENGINEER:
PHIL HIX
2707 RAND ROAD
INDIANAPOLIS, IN. 46241
317.281.6342
phix@daengineering.com
PROJECT CONTACT:
DESIGN-AIRE
ENGINEERING, INC.
GENERAL PLAN NOTES:
A. PROVIDE PHYSICAL SAMPLES AND SHOP DRAWINGS FOR ALL NEW
INTERIOR AND EXTERIOR FINISH MATERIALS TO ARCHITECT FOR
REVIEW / APPROVAL PRIOR TO ORDERING, FABRICATION, AND
INSTALLATION.
B. NOTIFY ARCHITECT OF ANY DIMENSIONAL OR PHYSICAL
DISCREPANCIES BETWEEN THE DRAWINGS FOR CLARIFICATION
PRIOR TO PROCEEDING WITH WORK IN THE AFFECTED AREA.
FLOOR PLAN / ELEVATION NOTES:X
4. INDIVIDUAL FRAMELESS ADA COMPLIANT MIRROR TO BE
CENTERED ABOVE LAVATORY. BOBRICK B-165 2436 OR APPROVED
EQUAL. SEE INTERIOR ELEVATIONS.
9. SURFACE MOUNTED ADA COMPLIANT DOUBLE ROLL TOILET
TISSUE DISPENSER. (BOBRICK B-7686 - OR EQUAL).
6. NEW WALL MOUNTED ADA GRAB BAR - 36" HORIZONTAL - 1.5" DIA.
(BOBRICK B6806 SERIES - OR EQUAL)
7. NEW WALL MOUNTED ADA GRAB BAR - 42" HORIZONTAL - 1.5" DIA.
(BOBRICK B6806 SERIES - OR EQUAL)
8. NEW WALL MOUNTED ADA GRAB BAR - 18" VERTICAL - 1.5" DIA.
(BOBRICK B6806 SERIES - OR EQUAL)
2. WALL MOUNTED ADA COMPLIANT LAVATORY FIXTURE AND
FAUCET, SEE PLUMBING DRAWINGS. PROVIDE REQUIRED ADA
SCALD GUARD PROTECTION FOR WASTE AND SUPPLY LINES.
3. SURFACE MOUNTED ADA COMPLIANT SOAP DISPENSER.
(BOBRICK B-4112 - OR EQUAL).
5. FLOOR MOUNTED ADA COMPLIANT TOILET FIXTURE, SEE
PLUMBING DRAWINGS.
10. 5'-0" ADA CIRCLE CLEARANCE AREA - SHOWN FOR REFERENCE
ONLY. NOT A FLOOR PATTERN.
11. 2'-6" X 4'-0" ADA SINK CLEARANCE AREA - SHOWN FOR REFERENCE
ONLY. NOT A FLOOR PATTERN.
12. 5'-0" X 5'-0" ADA TOILET CLEARANCE AREA - SHOWN FOR
REFERENCE ONLY. NOT A FLOOR PATTERN.
13. VINYL BASE, SEE FINISH PLAN AND SCHEDULE.
1. SURFACE MOUNTED PAPER TOWEL DISPENSER - BOBRICK B-262
OR APPROVED EQUAL.
14. FLOOR MOP SINK, SEE PLUMBING DRAWINGS.
15. DUAL-HEIGHT DRINKING FOUNTAIN, SEE PLUMBING DRAWINGS.
MOUNTING HEIGHT TO COMPLY WITH ADA STANDARDS.
16. NOT USED.
17. SOLID SURFACE SILL - WHITE.
18. EXISTING BRICK SILL TO REMAIN. PAINT TO MATCH ADJACENT
TOUCH UP PAINT AFTER WINDOW/DOOR INSTALLATION TO MATCH
EXISTING.
19. NEW ALUMINUM STOREFRONT WINDOW. MATCH EXISTING
MULLION FINISH. SEE FRAME ELEVATIONS.
20. NEW ALUMINUM STOREFRONT DOOR. MATCH EXISTING
MULLION FINISH. SEE DOOR ELEVATIONS AND SCHEDULE.
21. SEE PLUMBING DRAWINGS FOR SINK ROUGH-IN. SINK TO BE
INSTALLED AS PART OF TENANT WORK PACKAGE.
22. CLEAN EXISTING INTERIOR CONCRETE SLAB PRIOR TO PROJECT
COMPLETION.
23. COMBINED CONCRETE CURB AND WALK. SEE DETAILS THIS
SHEET.
24. CONCRETE EXPANSION JOINT, SEE DETAIL THIS SHEET.
25. NEW CONCRETE SLAB TO BE WITHIN 1/2" OF FINISHED FLOOR
HEIGHT.
26. LINE OF EXISTING CURB. NEW CURB TO BE IN LINE WITH EXISTING
CURB. TOP AND BOTTOM OF CURB TO MEET EXISTING GRADE.
27. EXISTING STOREFRONT WINDOW TO REMAIN.
28. EXISTING STEEL COLUMN TO REMAIN.
29. SEMI-RECESSED FIRE EXTINGUISHER CABINET AND FIRE
EXTINGUISHER. SEE LIFE SAFETY PLAN.
30. WATER SUPPLY/DRAIN BOX FOR WASHING MACHINE. SEE
PLUMBING DRAWINGS.
31. TENANT SIGNAGE AREA. TENANT TO COORDINATE WITH
LANDLORD AND CITY OF CARMEL FOR NEW SIGNAGE APPROVAL.
32. CONCRETE ISOLATION JOINT, SEE DETAIL THIS SHEET
33. CONCRETE CONTROL JOINT, SEE DETAIL THIS SHEET
34. DOOR AND FRAME, SEE DOOR SCHEDULE.
ENLARGED PLAN
SCALE: 1/2" = 1'-0"1
A
101
W3
W3
17
20
11'-0 1/4"23
24
24
26
26
23
23 13'-0 1/4"25W3 W3+ME ME+
+ +/- 786.9
(WITHIN 1
2" BELOW FFE)
+/- 786.9
(WITHIN 1
2" BELOW FFE)
+
ME+
(+/-786.65)
+ ME ME+SLOPE +/- 3%NOT TO EXCEED 5%1919
18
7'-8 1/4"MAINTAIN POSITIVE DRAINAGE
AWAY FROM BUILDING
CROSS SLOPE MINIMUM 1%.
NOT TO EXCEED 2%
33
32
32
EXISTING CONCRETE
TO REMAIN
EXISTING CONCRETE
TO REMAIN
EXISTING ASPHALT
TO REMAIN
26
MAINTAIN POSITIVE DRAINAGE
AWAY FROM BUILDING
CROSS SLOPE MINIMUM 1%.
NOT TO EXCEED 2%
32
A201
1
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