HomeMy WebLinkAbout20011_AvantPhase2_CurrentSet-ArchitecturalA000
PERSPECTIVE
ARCHITECT:
2 WEST MAIN STREET
CARMEL, IN 46032
P: 317-810-1502
AVANT APARTMENTS PHASE II
CIVIL ENGINEER:
SITE MAP
UNIT MATRIX PROJECT SUMMARY
PROJECT SITE
12890 OLD MERIDIAN STREET
CARMEL, INDIANA 46032
PERSPECTIVE
CARMEL, INDIANA ARCHITECTCLIENT CONSTRUCTION MANAGER PROJECT DRAWING TITLE SEAL SHEET PROJECT INFO REVISIONS20011
APRIL 28, 2021AVANT PHASE IICARMEL, INEDWARD ROSEDEVELOPMENTCARMEL LLC.PERMIT SET
No. AR12000062
STATE OF
MDXELA
ARS
H
T E C TCHI
AR
STGI
R E E
DER
IANDI N A
1344 RANGELINE RD.
SUITE 202
CARMEL, IN 46032
P: 317-344-8044
MEP ENGINEER:STRUCTURAL ENGINEER:
7260 SHADELAND STATION
INDIANAPOLIS, IN 46256
P: 317-547-5580
12777 JONES ROAD
SUITE 388
HOUSTON, TEXAS 77070
P: 281-894-7099 COVER SHEET10/11/21
A001
SHEET INDEX
ARCHITECTCLIENT CONSTRUCTION MANAGER PROJECT DRAWING TITLE SEAL SHEET PROJECT INFO REVISIONS20011
APRIL 28, 2021AVANT PHASE IICARMEL, INEDWARD ROSEDEVELOPMENTCARMEL LLC.PERMIT SET
No. AR12000062
STATE OF
MDXELA
ARS
H
T E C TCHI
AR
STGI
R E E
DER
IANDI N ASHEET INDEX10/11/21
A002
1. THESE GENERAL NOTES APPLY TO THE ENTIRE SET OF DRAWINGS AND
ARE NOT SPECIFIC TO ANY DISCIPLINE
2. IT IS THE GENERAL CONTRACTOR'S RESPONSIBILITY TO REVIEW AND
COORDINATE THE WORK OF ALL SUBCONTRACTORS, TRADES AND
SUPPLIERS WITH THE REQUIREMENTS OF THE CONTRACT BEFORE
COMMENCING CONSTRUCTION, AND ASSURE THAT ALL PARTIES ARE
AWARE OF ALL REQUIREMENTS, REGARDLESS OF WHERE THE
REQUIREMENTS OCCUR IN THE CONTRACT DOCUMENTS, WHICH MIGHT
AFFECT THE WORK OF THAT PARTY.
3. 0'-0" CORRESPONDS TO 862.35' ON CIVIL DRAWINGS.
4. THE WORK DESCRIBED BY THE DRAWINGS OF ANY OF THE DISCIPLINES
MAY BE AFFECTED BY THE WORK DESCRIBED ON DRAWINGS OF
ANOTHER DISCIPLINE AND MAY REQUIRE REFERENCE TO THE DRAWINGS
OF ANOTHER DISCIPLINE. PARTIAL SETS OF DRAWINGS ARE
INCOMPLETE AND SHOULD NOT BE DISTRIBUTED OR UTILIZED BY THE
GENERAL CONTRACTOR.
5. THE GENERAL CONTRACTOR SHALL ENDEAVOR TO IDENTIFY AND
NOTIFY THE ARCHITECT/ENGINEER OF CONFLICTS BETWEEN THE
WORK OF DIFFERENT PARTIES AT THE EARLIEST POSSIBLE DATE SO AS
TO ALLOW REASONABLE AND ADEQUATE TIME FOR THE CONFLICT TO
BE RESOLVED WITHOUT DELAYING WORK. ALL DEVIATIONS FROM
THAT WHICH IS REQUIRED BY THE CONTRACT DOCUMENTS MUST BE
APPROVED IN ADVANCE BY THE ARCHITECT/ENGINEER AND OWNER.
6. THE GENERAL NOTES, SYMBOLS AND DEFINITIONS APPLICABLE ONLY
TO EACH DISCIPLINE CAN BE FOUND AT THE FRONT OF EACH
DISCIPLINE'S PORTION OF THE SET OF DRAWINGS AND IT IS LISTED AS
PART OF THE OVERALL PROJECT INDEX OF DRAWINGS.
7. BASIC FIRE PROTECTION AND EXITING CONCEPTS ARE ILLUSTRATED BY
THE CODE PLANS.
8. THE DRAWINGS MAY REFERENCE TO AND/OR ILLUSTRATE ITEMS WHICH
ARE NOT PART OF THE WORK OF THE CONTRACT. THESE 'NOT IN
CONTRACT' ITEMS AS INDICATED ARE REFERENCED AND/OR
ILLUSTRATED FOR THE CONTRACTOR'S REFERENCE, INFORMATION AND
COORDINATION ONLY.
9. THE GENERAL CONTRACTOR IS RESPONSIBLE TO COMPLY WITH ALL
APPLICABLE LAWS, CODES, REGULATIONS AND ORDINANCES OF THE
PLACE (CITY, COUNTY, DISTRICT, AND STATE) WHERE THE PROJECT IS
LOCATED. ALTHOUGH SUCH REQUIREMENTS MAY NOT BE REFLECTED BY
THESE DRAWINGS AND SPECIFICATIONS.
10. THE GENERAL CONTRACTOR SHALL OBTAIN ALL REQUIRED PERMITS
AND SIMILAR RELEASES REQUIRED FOR THE CONSTRUCTION AND
OCCUPANCY OF THE PROJECT. THE GENERAL CONTRACTOR SHALL
FURNISH COPIES OF ALL SUCH ITEMS TO THE OWNER AND ARCHITECT
WITHIN 10 DAYS OF RECEIPT OF SUCH ITEMS. IF PERMITS ARE ISSUED
SUBJECT TO CERTAIN CONDITIONS OR REVISIONS TO THE WORK OR IF
PERMITS ARE DELAYED FOR ANY REASON, THE GENERAL
CONTRACTOR SHALL NOTIFY THE OWNER AND ARCHITECT PROMPTLY.
11. THE GENERAL CONTRACTOR SHALL TAKE PRECAUTIONS TO MAINTAIN
AND PROTECT NEW WORK AS WELL AS EXISTING SYSTEMS AND
ELEMENTS WHICH ARE TO REMAIN. ANY DAMAGE TO SUCH SYSTEMS AND
ELEMENTS SHALL BE IMMEDIATELY REPAIRED IN A MANNER
ACCEPTABLE TO THE ARCHITECT / ENGINEER. IF SATISFACTORY
REPAIRS CANNOT BE MADE, THE GENERAL CONTRACTOR SHALL
REPLACE SYSTEMS AND ELEMENTS WITH 'LIKE NEW' QUALITY
ACCEPTABLE TO THE ARCHITECT / ENGINEER. ALL REPAIRS AND
REPLACEMENT COST SHALL BE THE FINANCIAL RESPONSIBILITY OF THE
GENERAL CONTRACTOR.
12. ALL WORK ON THE DRAWINGS AND IN THE SPECIFICATIONS SHALL BE
BASE BID UNLESS SPECIFICALLY NOTED TO BE BY ALTERNATE BID.
13. DO NOT SCALE DRAWINGS. REFER DIMENSION QUESTIONS TO
ARCHITECT FOR INTERPRETATION.
PROJECT GENERAL NOTES
1. THESE GENERAL NOTES APPLY TO ALL ARCHITECTURAL DRAWINGS.
2. REFER TO THE 'PROJECT GENERAL NOTES' FOR ALL GENERAL NOTES
APPLICABLE TO ALL DRAWINGS OF ALL DISCIPLINES.
3. FOR GENERAL NOTES AND SYMBOLS APPLICABLE ONLY TO THE
DRAWINGS OTHER THAN ARCHITECTURE, REFER TO THE SPECIFIC
DRAWINGS OF THAT DISCIPLINE.
4. PARTIAL SETS OF DRAWINGS ARE INCOMPLETE AND SHALL NOT BE
DISTRIBUTED NOR UTILIZED BY THE CONTRACTOR. IT IS THE GENERAL
CONTRACTOR'S RESPONSIBILITY TO REVIEW AND COORDINATE THE
WORK OF ALL SUBCONTRACTORS, TRADES, AND SUPPLIERS WITH THE
REQUIREMENTS OF THE CONTRACT BEFORE COMMENCING
CONSTRUCTION AND TO ASSURE THAT ALL PARTIES ARE AWARE OF ALL
REQUIREMENTS REGARDLESS OF WHERE THE REQUIREMENTS OCCUR IN
THE CONTRACT DOCUMENTS, WHICH MIGHT AFFECT THE WORK OF THAT
PARTY.
5. THESE NOTES ARE ONLY APPLICABLE TO THIS PERMIT SET AND MAY
NOT BE APPLICABLE TO FUTURE PACKAGES.
6. THE GENERAL CONTRACTOR IS RESPONSIBLE FOR COORDINATING THE
WORK OF ALL SUBCONTRACTORS, TRADES AND SUPPLIERS. THE
GENERAL CONTRACTOR SHALL ENDEAVOR TO IDENTIFY AND NOTIFY
TO THE CONTRACTING OFFICER OF ANY CONFLICTS BETWEEN THE
WORK OF DIFFERENT PARTIES AT THE EARLIEST POSSIBLE DATE SO AS
TO ALLOW REASONABLE AND ADEQUATE TIME FOR THE CONFLICT TO
BE RESOLVED WITHOUT DELAYING THE WORK. ALL DEVIATIONS FROM
THAT WHICH IS REQUIRED BY THE CONTRACT DOCUMENTS MUST BE
APPROVED IN ADVANCE BY THE CONTRACTING OFFICER.
7. THE ARCHITECTURAL DRAWINGS ESTABLISH AND COORDINATE THE
FINISH APPEARANCE AND EXACT LOCATION OF ALL EXPOSED
ELEMENTS OF THE WORK, INCLUDING THAT WORK WHICH IS ILLUSTRATED
PRIMARILY ON DWGS. OF OTHER DISCIPLINES. LOCATIONS SHOWN ON
OTHER DWGS. ARE SCHEMATIC, U.N.O. ON THE ARCHITECTURAL DWGS.
THE ARCHITECTURAL DWGS. TAKE PRECEDENCE FOR THE FINISHED
APPEARANCE AND EXACT LOCATIONS OF ALL PARTS OF THE WORK.
EXCEPTION: DIMENSIONED LOCATIONS SHOWN ON DRAWINGS OF OTHER
DISCIPLINES SHALL GOVERN ONLY WHERE:
A. SPECIFICALLY AND INDIVIDUALLY INDICATED BY SYMBOL, KEYED
NOTE, OR NOTATION ON THE ARCHITECTURAL DWGS.
B. OCCURRING WITHIN A ROOM OR OTHER IDENTIFIED SPACE FOR
WHICH ARCH. SHEET OR SCHEDULE NOTES INDICATE THAT
DIMENSIONS PROVIDED ELSEWHERE SHALL GOVERN.
8. REFER TO THE STRUCTURAL, MECHANICAL, ELECTRICAL, AND PLUMBING
DRAWINGS FOR THE DETAILED DESIGN OF THE STRUCTURAL,
MECHANICAL, ELECTRICAL, AND PLUMBING SYSTEMS OF WHICH
PORTIONS ALSO MAY BE SHOWN ON THE ARCHITECTURAL DRAWINGS.
9. THE TERM 'REFERENCE' ELEVATION OR DIMENSIONS REFERS TO A
NOMINAL WORK POINT. THE ACTUAL ELEVATION MAY VARY FROM THE
REFERENCE POINT. REFER TO THE APPLICABLE DETAIL TO DETERMINE
THE RELATIONSHIP BETWEEN THE ACTUAL ELEVATION OR DIMENSION
AND THE STATED REFERENCE POINT.
10. 'FINISH FLOOR' ELEVATIONS ARE MEASURED AT THE TOP OF THE
CONCRETE FLOOR SLAB, UNLESS NOTED OTHERWISE.
11. WHERE THE CONCRETE FLOOR SLAB IS DEPRESSED TO
ACCOMMODATE MORTAR BEDS, SETTING BEDS, RAISED ACCESS
FLOORS, AND OTHER SIMILAR FLOOR ASSEMBLIES, FINISHED FLOOR
ELEVATIONS ARE MEASURED AS IF CONCRETE DEPRESSION DID NOT
OCCUR.
12. CEILING HEIGHT DIMENSIONS ARE MEASURED TO FINISHED SURFACES,
UNLESS NOTED OTHERWISE.
13. THE TERM 'REFERENCE ROOF ELEVATION' REFERS, UNLESS NOTED
OTHERWISE, TO THE ELEVATION OF THE TOP OF THE STRUCTURAL ROOF
ASSEMBLY AT THE PERIMETER OF THE AREA INDICATED.
14. WHERE THE STRUCTURAL ROOF ASSEMBLY IS SLOPED TO DRAIN, THE
ACTUAL TOP OF THE ASSEMBLY ELEVATION WILL VARY FROM THE
STATED 'REFERENCE ROOF ELEVATION'. SEE THE ARCH. ROOF PLANS
AND THE STRUCTURAL DWGS. TO DETERMINE WHERE THE STRUCTURE IS
SLOPED TO DRAIN.
15. INSULATION AND ROOFING MATERIALS RAISE THE ACTUAL FINISHED
SURFACE OF THE ROOF ABOVE THE STATED ' REFERENCE ROOF
ELEVATION'. THICKNESS OF INSULATION AND ROOFING MATERIALS
VARIES WITH THE TYPE OF ROOF SYSTEMS INDICATED. SEE THE
ARCHITECTURAL ROOF PLANS FOR SPECIFIC INFORMATION.
16. DIMENSIONS TO NEW CONSTRUCTION ARE TO FACE OF FRAMING, FACE
OF CMU OR FACE OF STRUCTURAL CONCRETE WALL, U.N.O.
17. PROVIDE FINISH END PANELS, FILLERS, SUPPORTS, ETC., REQUIRED
FOR A COMPLETE CABINETRY INSTALLATION.
18. VERIFY MOUNTING HEIGHTS OF ACCESSORIES, EQUIPMENT, DOOR
HARDWARE, CASEWORK, ETC., AND PROVIDE SOLID BLOCKING OR
METAL STRAPS BETWEEN FRAMING MEMBERS TO SUPPORT WEIGHT
AND USE OF ITEMS TO BE SUPPORTED. WHERE MOUNTING HEIGHTS ARE
NOT INDICATED, MOUNT ITEMS AT RECOGNIZED INDUSTRY STANDARD
MOUNTING HEIGHTS. COORDINATE LOCATIONS WITH MANUFACTURER OR
SUPPLIER. REFER ANY MOUNTING HEIGHT QUESTIONS TO ARCHITECT
FOR INTERPRETATION.
19. PROVIDE CONTINUOUS SEALANT BETWEEN DISSIMILAR MATERIALS SUCH
AS MASONRY AND CONCRETE, GYPSUM BOARD AND MASONRY,
COUNTERTOPS AND WALLS, ETC. - COLOR TO BE APPROVED BY
ARCHITECT / OWNER PRIOR TO INSTALLATION
20. LOCATE INSIDE (DOOR SIDE) FACE OF DOOR FRAME JAMBS 6 INCHES
FROM THE FINISH FACE OF ADJACENT WALLS IN STEEL STUD
ASSEMBLIES, U.N.O. - LOCATE R.O. OF DOOR FRAMES 4" FROM
ADJACENT WALLS IN WOOD STUD ASSEMBLIES EXCEPT AT PRIMARY
UNIT ENTRY DOORS WHICH SHOULD BE 6", U.N.O.
21. COORDINATE EQUIPMENT WORK WITH MANUFACTURERS AND SUPPLIERS
PROPER ROUGH-IN CLEARANCES FOR INSTALLATION, USE, AND
MAINTENANCE.
22. PROVIDE CONTROL JOINTS (C.J.) IN GYPSUM BOARD WALL
CONSTRUCTION AS INDICATED. WHERE NOT SHOWN, PROVIDE MAXIMUM
SPACING BETWEEN JOINTS OF 30'-0". VERIFY FINAL CONTROL JOINT
LOCATIONS WHETHER OR NOT INDICATED ON THE DRAWINGS WITH
ARCHITECT PRIOR TO STARTING WORK.
23. STUD SPACING SHALL BE 16 INCHES, U.N.O. - REFER TO STRUCTURAL
DRAWINGS.
24. DO NOT BEGIN ANY WORK THAT MAY REQUIRE COORDINATION SUCH
AS CEILING INSTALLATION PRIOR TO FINAL SUBMITTAL OF MECHANICAL
AND ELECTRICAL COORDINATION DRAWINGS TO ARCHITECT NOR PRIOR
TO RESOLUTION AND APPROVAL OF ALL COORDINATION ISSUES.
25. WHEN WALL TAGS ARE INDICATED AT ONE FACE OF FURRED COLUMN, IT
SHOULD BE CONSIDERED TO OCCUR ON ALL FACES OF THE COLUMN,
U.N.O.
26. WALL TYPES ARE ASSUMED TO BE CONTINUOUS WITHIN THE SAME PLANE
OR SURFACE UNTIL ANOTHER WALL TAG IS SHOWN.
27. PROVIDE CONTROL JOINTS (C.J.) IN MASONRY WALL CONSTRUCTION AS
INDICATED. WHERE NOT SHOWN, PROVIDE MAXIMUM SPACING BETWEEN
JOINTS OF 40'-0" AND MAXIMUM DISTANCE BETWEEN OUTSIDE CORNERS
AND JOINTS OF 10'-0". PROVIDE JOINTS BETWEEN ALL INTERIOR LOAD
BEARING AND NON-LOAD BEARING WALLS, AT ALL ABRUPT CHANGES IN
HEIGHTS, AT ALL CHANGES IN WALL THICKNESS, AND AT ALL PILASTER
LOCATIONS. VERIFY FINAL CONTROL JOINT LOCATIONS, WETHER OR
NOT INDICATED ON THE DWGS, WITH ARCHITECT PRIOR TO STARTING
WORK.
28. MECHANICAL CONTRACTOR IS RESPONSIBLE TO PROVIDE ACCEPTABLE
AND UNIFORM ENVIRONMENTAL CONDITIONS DURING CONSTRUCTION.
29. MECHANICAL CONTRACTOR IS RESPONSIBLE TO PROVIDE A COMPLETE
MECHANICAL SYSTEM IN FULL COMPLIANCE WITH ALL APPLICABLE
CODES.
30. ELECTRICAL CONTRACTOR IS RESPONSIBLE TO PROVIDE A COMPLETE
ELECTRICAL SYSTEM IN FULL COMPLIANCE WITH ALL APPLICABLE
CODES.
GENERAL NOTES
ARCHITECTURAL
1. PROVIDE WATER RESISTANT GWB IN ALL ROOMS CONTAINING
OPERABLE PLUMBING FIXTURES AND WITHIN FOUR FEET OF DRINKING
FOUNTAINS.
2. REFER TO SPECIFIC UNIT SHEETS FOR ANY "PREROCK" REQUIREMENTS
AROUND BATH TUBS AND SHOWERS. INSTALL 1/2" CEMENT BOARD OR
EQUAL BEHIND ALL TILE IN BATH TUBS AND SHOWERS
3. PROVIDE LATERAL BRACING FOR PARTITIONS WHICH EXTEND PAST
CEILING HEIGHT.
4. WALL TYPE CONSTRUCTION TYPICALLY STARTS AT CONCRETE FLOOR
ELEVATION OR WOOD FRAMED TOP OF SUBFLOOR.
5. REFER TO CODE DRAWINGS FOR ADDITIONAL INFORMATION.
GENERAL NOTES
WALL TYPES
1. THESE GENERAL NOTES APPLY TO REFLECTED CEILING PLAN
DRAWINGS.
2. REFER TO THE 'PROJECT GENERAL NOTES' FOR ALL GENERAL NOTES
APPLICABLE TO ALL DRAWINGS OF ALL DISCIPLINES.
3. CEILING HEIGHT DIMENSIONS ARE MEASURED TO FINISHED SURFACES,
U.N.O.
4. ALL CEILINGS TO HAVE 58" TYPE 'C' GYPSUM BOARD WHERE REQUIRED
FOR RATING AT INDICATED CEILING HEIGHT.
5. CENTER CEILING GRIDS WITHIN ROOM EACH DIRECTION, U.N.O.
6. LOCATE ACT CEILING GRIDS WITHIN ROOMS SUCH THAT THE BORDERS
CONTAIN NOT LESS THAN 12 TILE WIDTH, U.N.O.
7. CENTER PENETRATIONS IN ACOUSTICAL CEILING SYSTEMS WITHIN
INDIVIDUAL CEILING PANELS, SUCH AS SPRINKLER HEADS, DIFFUSERS,
LIGHT FIXTURES, ETC., U.N.O.
8. PAINT ALL EXPOSED GYPSUM BOARD U.N.O. REF. FINISH PLANS FOR
ADDITIONAL INFO.
9. PROVIDE CONTROL JOINTS (CJ) IN GYPSUM BOARD CEILING, MAX. CJ
SPACING SHALL BE 30'-0", VERIFY FINAL CJ LOCATIONS WITH
ARCHITECT PRIOR TO STARTING WORK.
10. CEILING ACCESS PANELS INDICATED ARE NOT INTENDED TO LIMIT THE
NUMBER OF PANELS REQUIRED. PANEL QUANTITY SHALL BE SUFFICIENT
TO PROVIDE ALL REQUIRED ACCESS WHETHER OR NOT INDICATED ON
THE DRAWINGS. VERIFY FINAL LOCATIONS WITH ARCHITECT PRIOR TO
STARTING WORK.
11. REFER TO FINISH PLANS FOR ADDITIONAL CEILING INFORMATION.
12. REFER TO ELECTRICAL DRAWINGS FOR CEILING MOUNTED LIGHT
FIXTURES TYPES AND QUANTITIES. USE ARCHITECTURAL REFLECTED
CEILING PLANS FOR THE PLACEMENT OF LIGHT FIXTURES
13. REFER TO FIRE PROTECTION DRAWINGS FOR SPRINKLER HEAD TYPES
AND QUANTITIES. HEADS HAVE BEEN INTENTIONALLY OMITTED FROM
REFLECTED CEILING PLANS FOR CLARITY.
14. PROVIDE SOUND ATTENUATION INSULATION ABOVE CEILING AS
INDICATED ON THE PLANS, SECTIONS, AND FLOOR/ROOF ASSEMBLIES.
15. COORDINATE LOCATION OF ALL ELEMENTS WITHIN HARD CEILING WITH
ARCHITECT PRIOR TO INSTALLATION.
16. EXPOSED PERIMETER EDGES OF ACT CEILING TO BE FINISHED WITH
SPECIFIED PERIMETER TRIM
GENERAL NOTES
REFLECTED CEILING PLAN
1. THESE GENERAL NOTES APPLY TO THE DOOR SCHEDULES.
2. DOOR AND FRAME NUMBERS CORRESPOND TO RESPECTIVE ROOM
NUMBERS. IN ROOMS WITH MULTIPLE OPENINGS, A SUFFIX HAS BEEN
ADDED TO DOOR NUMBERS.
3. VERTICAL FRAMING MEMBERS AT ALL DOOR FRAMES SHALL EXTEND
TO STRUCTURE ABOVE.
4. UNDERCUT DOORS AS REQUIRED BY FINAL FINISH OR AS REQUIRED BY
MECHANICAL ENGINEER
5. PROVIDE CONTINUOUS SEALANT BETWEEN HOLLOW METAL FRAME
PERIMETERS AND SURROUNDING WALL CONSTRUCTION.
6. PROVIDE CONTINUOUS SEALANT BETWEEN INTERIOR AND EXTERIOR
WINDOW, CURTAINWALL, AND STOREFRONT FRAME PERIMETERS AND
SURROUNDING CONSTRUCTION, U.N.O.
7. GROUT FULL HOLLOW METAL FRAMES IN MASONRY CONSTRUCTION.
8. SPOT GROUT HOLLOW METAL FRAMES IN GYPSUM WALL.
9. WHERE A FIRE RATING IS INDICATED ON THE DOOR SCHEDULE,
HARDWARE AND DOOR ASSEMBLY COMPONENTS SHALL MEET THE
REQUIREMENTS OF THAT LABEL.
10. INSTALL DOOR GLASS USING WET-GLAZING METHOD.
11. ALL STEEL LINTELS ABOVE EXTERIOR OPENINGS SHALL BE
GALVANIZED.
GENERAL NOTES - WINDOW & DOORS ARCHITECTCLIENT CONSTRUCTION MANAGER PROJECT DRAWING TITLE SEAL SHEET PROJECT INFO REVISIONS20011
APRIL 28, 2021AVANT PHASE IICARMEL, INEDWARD ROSEDEVELOPMENTCARMEL LLC.PERMIT SET
No. AR12000062
STATE OF
MDXELA
ARS
H
T E C TCHI
AR
STGI
R E E
DER
IANDI N AGENERAL NOTES1. CONTRACTOR TO PROVIDE REQUIRED BLOCKING FOR CABINETS AND
BATH ACCESSORIES
2. ALL BEDROOM CLOSETS TO HAVE DOUBLE SHELF AND ROD
CONFIGURATION.
3. ALL COAT CLOSETS TO HAVE SINGLE SHELF AND ROD CONFIGURATION.
4. SEE MECHANICAL DRAWINGS FOR DRYER VENT INSTALLATION
LOCATION
5. SEE MECHANICAL DRAWINGS FOR IN-WALL WATER CONNECTIONS
6. CONTRACTOR TO VERIFY SIZE AND FRAMING DIMENSIONS OF HVAC
UNIT, BATHTUB, DOORS AND WINDOWS.
7. PROVIDE 1x2 PTD WOOD TRIM @ INTERIOR OF ALL CLOSETS / UTILITY
CLOSETS WHERE STANDARD DOOR CASING WILL NOT FIT.
8. UNDERCUT ALL INTERIOR DOORS FOR RETURN AIR 1", VERIFY WITH
MECHANICAL DRAWINGS.
9. ALL DRYWALL WET AREAS TO BE "GREEN" BOARD.
10. BASE OF MIRROR INSTALLED 40" AFF MAXIMUM.
11. PROVIDE DOOR VIEWER AT UNIT ENTRY DOORS
12. ALL CEILINGS ARE AT BOTTOM OF STRUCTURE (B.O.S.) IN UNITS U.N.O.
13. ALL FLOORING TRANSITIONS ARE TO BE CENTERED UNDER THE DOOR
14. REFER TO OVERALL PLANS FOR DEMISING / CORRIDOR WALL
REQUIREMENTS. ALL WALLS / WALL SECTIONS BEHIND PLUMBING
FIXTURES TO BE 2X6 MINIMUM. - FINISH WALLS TO ALIGN.
15. INTERIOR ELEVATIONS ARE FOR SCHEMATIC CABINET LAYOUT ONLY.
CONTRACTOR TO VERIFY ALL DIMENSIONS, PROVIDE FILLERS AS
REQUIRED. REFER TO CABINET SHOP DRAWINGS AND OWNER
SPECIFICATIONS.
16. FIELD VERIFY ALL CLOSET ELEVATIONS PRIOR TO FABRICATION &
INSTALL.
UNIT PLAN NOTES
10/11/21
UPUPLS101LIFE SAFETY PLANSFIRST FLOORLEGEND:
ROOM#
B 451 SF5 100 1
XXX
31
34"
170
EXIT
OCCUPANT LOAD THROUGH EXIT
EGRESS WIDTH
ALLOWABLE NUMBER OF
OCCUPANTS THROUGH EXIT
TRAVEL DISTANCE TO EXIT ACCESS
OCCUPANCY GROUP
ROOM ID
ROOM AREA
NUMBER OF EXITS REQUIRED
OCCUPANT LOAD FACTOR
NUMBER OF OCCUPANTS
STAIR WIDTH = X
DOOR WIDHT = X
EGRESS CAPACITY OF STAIR
SEMI-RECESSED OR SFC. MOUNTED
FIRE EXTINGUISHER CABINETFEC
REFER TO WALL TYPE ASSEMBLY
SHEETS FOR UL RATINGS
LOAD FACTOR KEY
A-3 ASSEMBLY 15 NET
EXERCISE ROOMS 50 GROSS
U UTILITY/MISC. 300 GROSS
S-2 PARKING GARAGE 200 GROSS
R-2 RESIDENTIAL 200 GROSS
MAX. TRAVEL DISTANCES AS LISTED IN
IBC 2012 - SECTIONS 1014 & 1016
· COMMON PATH OF EGRESS TRAVEL - IBC 2012
TABLE 1014.3
R-2 - 125' WITH NPFA 13R
· EXIT ACCESS TRAVEL DISTANCE - IBC 2012 TABLE
1016.2
R, A 250' WITH NFPA 13 / NFPA 13R
S-2, U 400' WITH NFPA 13
(1) HR RATED ASSEMBLY
(2) HR RATED ASSEMBLY
(2) HR FIRE WALL
ARCHITECTCLIENT CONSTRUCTION MANAGER PROJECT DRAWING TITLE SEAL SHEET PROJECT INFO REVISIONS20011
APRIL 28, 2021AVANT PHASE IICARMEL, INEDWARD ROSEDEVELOPMENTCARMEL LLC.PERMIT SET
No. AR12000062
STATE OF
MDXELA
ARS
H
T E C TCHI
AR
STGI
R E E
DER
IANDI N A
BIKE STORAGE
S-2 8365 200 1
GARAGEG101
U 3362 300 1
GARAGEG102
U 4372 300 1
GARAGEG103
U 4102 300 1
GARAGEG104
U 3402 300 1
GARAGEG105
U 4432 300 1
GARAGEG106
U 4502 300 1
GARAGEG107
U 3282 300 1
GARAGEG108
U 4412 300 1
GARAGEG109
U 3282 300 1
GARAGEG110
U 4402 300 1
GARAGEG111
U 3282 300 1
GARAGEG112
U 4492 300 1
GARAGEG113
U 4062 300 1
GARAGEG114
U 4372 300 1
GARAGEG115
U 3372 300 1
GARAGEG116
U 4412 300 1
GARAGEG117
U 3282 300 1
GARAGEG118
U 4052 300 1
APARTMENT A113.2UNIT B1
R2 11546 200 1
APARTMENT A115.2UNIT A1a
R2 7504 200 1
APARTMENT A117.2UNIT B1
R2 11546 200 1
APARTMENT A119.2UNIT B1
R2 11546 200 1
APARTMENT A123.2UNIT B1
R2 11546 200 1
APARTMENT A121.2UNIT A1a
R2 7504 200 1
SCALE:
01 FIRST FLOOR OVERALL LIFE SAFETY PLAN
3/32" = 1'-0"
01
LS111
02
LS111
AREA - A:
R-2 7,955 sf (40) OCCUPANTS
S-2 836 sf (5) OCCUPANTS
U 2,354 sf (8) OCCUPANTS
TOTAL 11,145 GSF (53) OCCUPANTS
AREA - B:
R-2 8,557 sf (43) OCCUPANTS
A-3 2,004 sf (134) OCCUPANTS
Exercise 905 sf (19) OCCUPANTS
U 3,553 sf (12) OCCUPANTS
TOTAL 15,019 GSF (208) OCCUPANTS
APARTMENT A127.2UNIT A1a
R2 7504 200 1
APARTMENT A111.2UNIT A1
R2 7504 200 1
APARTMENT A109.2UNIT A1a
R2 7504 200 1
APARTMENT A107.2UNIT A1a
R2 7504 200 1
APARTMENT A105.2UNIT A1
R2 7504 200 1
APARTMENT A103.2UNIT C2
R2 16639 200 1
APARTMENT A101.2UNIT A1a
R2 7504 200 1
AREA - C:
R-2 5,094 sf (25) OCCUPANTS
U 1,178 sf (4) OCCUPANTS
TOTAL 6,272 GSF (29) OCCUPANTS
2934"
170
118'-5" TRAVEL DISTANCE122'-7" TRAVEL DISTANCE161'-0" TRAVEL DISTANCE 165'-10" TRAVEL DISTANCE
104
68"
340
104 68"
340
27
34"
170
26
34"
170
FEC
FEC
FEC
FEC
FEC
FEC
FEC
FEC FEC
APARTMENT A129.2UNIT A2
R2 8754 200 1
APARTMENT A125.2UNIT C1
R2 15314 200 1
FEC
10/11/21
DNUPDNUPLS102LIFE SAFETY PLANSSECOND FLOORARCHITECTCLIENT CONSTRUCTION MANAGER PROJECT DRAWING TITLE SEAL SHEET PROJECT INFO REVISIONS20011
APRIL 28, 2021AVANT PHASE IICARMEL, INEDWARD ROSEDEVELOPMENTCARMEL LLC.PERMIT SET
No. AR12000062
STATE OF
MDXELA
ARS
H
T E C TCHI
AR
STGI
R E E
DER
IANDI N A
LEGEND:
ROOM#
B 451 SF5 100 1
XXX
31
34"
170
EXIT
OCCUPANT LOAD THROUGH EXIT
EGRESS WIDTH
ALLOWABLE NUMBER OF
OCCUPANTS THROUGH EXIT
TRAVEL DISTANCE TO EXIT ACCESS
OCCUPANCY GROUP
ROOM ID
ROOM AREA
NUMBER OF EXITS REQUIRED
OCCUPANT LOAD FACTOR
NUMBER OF OCCUPANTS
STAIR WIDTH = X
DOOR WIDHT = X
EGRESS CAPACITY OF STAIR
SEMI-RECESSED OR SFC. MOUNTED
FIRE EXTINGUISHER CABINET.FEC
REFER TO WALL TYPE ASSEMBLY
SHEETS FOR UL RATINGS
LOAD FACTOR KEY
A-3 ASSEMBLY 15 NET
EXERCISE ROOMS 50 GROSS
U UTILITY/MISC. 300 GROSS
S-2 PARKING GARAGE 200 GROSS
R-2 RESIDENTIAL 200 GROSS
MAX. TRAVEL DISTANCES AS LISTED IN
IBC 2012 - SECTIONS 1014 & 1016
· COMMON PATH OF EGRESS TRAVEL - IBC 2012
TABLE 1014.3
R-2 - 125' WITH NPFA 13
· EXIT ACCESS TRAVEL DISTANCE - IBC 2012 TABLE
1016.2
R, A 250' WITH NFPA 13 / NFPA 13R
S-2, U 400' WITH NFPA 13
TRAVEL DISTANCE TO EXIT ACCESS
(1) HR RATED ASSEMBLY
(2) HR RATED ASSEMBLY
(2) HR FIRE WALL
34"
170
APARTMENT A203.2UNIT C2
R2 16639 200 1
APARTMENT A205.2UNIT C1
R2 15318 200 1
APARTMENT A201.2UNIT A1a
R2 7504 200 1
APARTMENT A202.2UNIT B1
R2 11546 200 1
APARTMENT A217.2UNIT B1
R2 11546 200 1
APARTMENT A219.2UNIT A1a
R2 7504 200 1
APARTMENT A207.2UNIT A1a
R2 7504 200 1
APARTMENT A209.2UNIT A1a
R2 7504 200 1
APARTMENT A211.2UNIT A1
R2 7504 200 1
APARTMENT A221.2UNIT B1
R2 11546 200 1
APARTMENT A223.2UNIT B1
R2 11546 200 1
APARTMENT A227.2UNIT B1
R2 11546 200 1
APARTMENT A225.2UNIT A1a
R2 7504 200 1
APARTMENT A231.2UNIT A1a
R2 7504 200 1
34"
170
70
34"
170 28
APARTMENT A229.2UNIT C2
R2 16639 200 1
APARTMENT A206.2UNIT B2
R2 10936 200 1
APARTMENT A213.2UNIT B3
R2 13997 200 1
APARTMENT A215.2UNIT A1
R2 7504 200 1
APARTMENT A233.2UNIT A2R2 8755 200 1
APARTMENT A220.2UNIT A1
R2 7504 200 1
APARTMENT A218.2UNIT A1
R2 7504 200 1
APARTMENT A216.2UNIT B1
R2 11546 200 1
APARTMENT A214.2UNIT A1
R2 7504 200 1
APARTMENT A212.2UNIT A1
R2 7504 200 1
APARTMENT A210.2UNIT A1
R2 7504 200 1
APARTMENT A208.2UNIT A1
R2 750 4 200 1
APARTMENT A204.2UNIT B1
R2 11546 200 1 AREA - A:
R-2 11,061 sf (56) OCCUPANTS
AREA - B:
R-2 15,249 sf (77) OCCUPANTS
AREA - C:
R-2 6,242 sf (32) OCCUPANTS
28
FEC
FEC
FEC
FEC
FEC FEC FEC FEC
FEC
FEC
34"
170
39
190'-7" TRAVEL DISTANCE
93'-6" TRAVEL DISTANCE
242'-3" TRAVEL DISTANCE 104'-5" TRAVEL DISTANCE
10/11/21
DNUPDNUPLS103LIFE SAFETY PLANSTHIRD FLOORARCHITECTCLIENT CONSTRUCTION MANAGER PROJECT DRAWING TITLE SEAL SHEET PROJECT INFO REVISIONS20011
APRIL 28, 2021AVANT PHASE IICARMEL, INEDWARD ROSEDEVELOPMENTCARMEL LLC.PERMIT SET
No. AR12000062
STATE OF
MDXELA
ARS
H
T E C TCHI
AR
STGI
R E E
DER
IANDI N A
LEGEND:
ROOM#
B 451 SF5 100 1
XXX
31
34"
170
EXIT
OCCUPANT LOAD THROUGH EXIT
EGRESS WIDTH
ALLOWABLE NUMBER OF
OCCUPANTS THROUGH EXIT
TRAVEL DISTANCE TO EXIT ACCESS
OCCUPANCY GROUP
ROOM ID
ROOM AREA
NUMBER OF EXITS REQUIRED
OCCUPANT LOAD FACTOR
NUMBER OF OCCUPANTS
STAIR WIDTH = X
DOOR WIDHT = X
EGRESS CAPACITY OF STAIR
SEMI-RECESSED OR SFC. MOUNTED
FIRE EXTINGUISHER CABINET.FEC
REFER TO WALL TYPE ASSEMBLY
SHEETS FOR UL RATINGS
LOAD FACTOR KEY
A-3 ASSEMBLY 15 NET
EXERCISE ROOMS 50 GROSS
U UTILITY/MISC. 300 GROSS
S-2 PARKING GARAGE 200 GROSS
R-2 RESIDENTIAL 200 GROSS
MAX. TRAVEL DISTANCES AS LISTED IN
IBC 2012 - SECTIONS 1014 & 1016
· COMMON PATH OF EGRESS TRAVEL - IBC 2012
TABLE 1014.3
R-2 - 125' WITH NPFA 13
· EXIT ACCESS TRAVEL DISTANCE - IBC 2012 TABLE
1016.2
R, A 250' WITH NFPA 13 / NFPA 13R
S-2, U 400' WITH NFPA 13
TRAVEL DISTANCE TO EXIT ACCESS
(1) HR RATED ASSEMBLY
(2) HR RATED ASSEMBLY
(2) HR FIRE WALL
34"
170
APARTMENT A303.2UNIT C2
R2 16639 200 1
APARTMENT A305.2UNIT C1
R2 15318 200 1
APARTMENT A301.2UNIT A1
R2 7504 200 1
APARTMENT A302.2UNIT B1
R2 11546 200 1
APARTMENT A317.2UNIT B1
R2 11546 200 1
APARTMENT A319.2UNIT A1
R2 7504 200 1
APARTMENT A307.2UNIT A1
R2 7504 200 1
APARTMENT A309.2UNIT A1
R2 7504 200 1
APARTMENT A311.2UNIT A1
R2 7504 200 1
APARTMENT A321.2UNIT B1
R2 11546 200 1
APARTMENT A323.2UNIT B1
R2 11546 200 1
APARTMENT A327.2UNIT B1
R2 11546 200 1
APARTMENT A325.2UNIT A1
R2 7504 200 1
APARTMENT A331.2UNIT A1
R2 7504 200 1
34"
170
34"
170
APARTMENT A329.2UNIT C2
R2 16639 200 1
APARTMENT A306.2UNIT B2
R2 10936 200 1
APARTMENT A313.2UNIT B3
R2 13997 200 1
APARTMENT A315.2UNIT A1
R2 7504 200 1
APARTMENT A333.2UNIT A2R2 8755 200 1
APARTMENT A320.2UNIT A1
R2 7504 200 1
APARTMENT A318.2UNIT A1
R2 7504 200 1
APARTMENT A316.2UNIT B1
R2 11546 200 1
APARTMENT A314.2UNIT A1
R2 7504 200 1
APARTMENT A312.2UNIT A1
R2 7504 200 1
APARTMENT A310.2UNIT A1
R2 7504 200 1
APARTMENT A308.2UNIT A1
R2 7504 200 1
APARTMENT A304.2UNIT B1
R2 11546 200 1
FEC
FEC
FEC
FEC
FEC FEC FEC FEC
FEC
FEC
34"
170 190'-7" TRAVEL DISTANCE
93'-6" TRAVEL DISTANCE
242'-3" TRAVEL DISTANCE 104'-5" TRAVEL DISTANCE
70
28
AREA - A:
R-2 11,061 sf (56) OCCUPANTS
AREA - B:
R-2 15,249 sf (77) OCCUPANTS
AREA - C:
R-2 6,242 sf (32) OCCUPANTS
28
39
10/11/21
2,377 SFDNUPDNUPLS104LIFE SAFETY PLANSFOURTH FLOORARCHITECTCLIENT CONSTRUCTION MANAGER PROJECT DRAWING TITLE SEAL SHEET PROJECT INFO REVISIONS20011
APRIL 28, 2021AVANT PHASE IICARMEL, INEDWARD ROSEDEVELOPMENTCARMEL LLC.PERMIT SET
No. AR12000062
STATE OF
MDXELA
ARS
H
T E C TCHI
AR
STGI
R E E
DER
IANDI N A
LEGEND:
ROOM#
B 451 SF5 100 1
XXX
31
34"
170
EXIT
OCCUPANT LOAD THROUGH EXIT
EGRESS WIDTH
ALLOWABLE NUMBER OF
OCCUPANTS THROUGH EXIT
TRAVEL DISTANCE TO EXIT ACCESS
OCCUPANCY GROUP
ROOM ID
ROOM AREA
NUMBER OF EXITS REQUIRED
OCCUPANT LOAD FACTOR
NUMBER OF OCCUPANTS
STAIR WIDTH = X
DOOR WIDHT = X
EGRESS CAPACITY OF STAIR
SEMI-RECESSED OR SFC. MOUNTED
FIRE EXTINGUISHER CABINET.FEC
REFER TO WALL TYPE ASSEMBLY
SHEETS FOR UL RATINGS
LOAD FACTOR KEY
A-3 ASSEMBLY 15 NET
EXERCISE ROOMS 50 GROSS
U UTILITY/MISC. 300 GROSS
S-2 PARKING GARAGE 200 GROSS
R-2 RESIDENTIAL 200 GROSS
MAX. TRAVEL DISTANCES AS LISTED IN
IBC 2012 - SECTIONS 1014 & 1016
· COMMON PATH OF EGRESS TRAVEL - IBC 2012
TABLE 1014.3
R-2 - 125' WITH NPFA 13
· EXIT ACCESS TRAVEL DISTANCE - IBC 2012 TABLE
1016.2
R, A 250' WITH NFPA 13 / NFPA 13R
S-2, U 400' WITH NFPA 13
TRAVEL DISTANCE TO EXIT ACCESS
(1) HR RATED ASSEMBLY
(2) HR RATED ASSEMBLY
(2) HR FIRE WALL
34"
170
APARTMENT A403.2UNIT C2
R2 16639 200 1
APARTMENT A405.2UNIT C1
R2 15318 200 1
APARTMENT A401.2UNIT A1a
R2 7504 200 1
APARTMENT A402.2UNIT B1
R2 11546 200 1
APARTMENT A417.2UNIT B1
R2 11546 200 1
APARTMENT A419.2UNIT A1a
R2 7504 200 1
APARTMENT A407.2UNIT A1a
R2 7504 200 1
APARTMENT A409.2UNIT A1a
R2 7504 200 1
APARTMENT A411.2UNIT A1
R2 7504 200 1
APARTMENT A421.2UNIT B1
R2 11546 200 1
APARTMENT A423.2UNIT B1
R2 11546 200 1
APARTMENT A427.2UNIT B1
R2 11546 200 1
APARTMENT A425.2UNIT A1a
R2 7504 200 1
APARTMENT A431.2UNIT A1a
R2 7504 200 1
34"
170
69
34"
170 28
APARTMENT A429.2UNIT C2
R2 16639 200 1
APARTMENT A406.2UNIT B2
R2 10936 200 1
190'-7" TRAVEL DISTANCE
93'-6" TRAVEL DISTANCE
APARTMENT A413.2UNIT B3
R2 13997 200 1
APARTMENT A415.2UNIT A1
R2 7504 200 1
APARTMENT A433.2UNIT A2R2 8755 200 1
APARTMENT A420.2UNIT A1
R2 7504 200 1
APARTMENT A418.2UNIT A1
R2 7504 200 1
APARTMENT A416.2UNIT B1
R2 11546 200 1
APARTMENT A414.2UNIT A1
R2 7504 200 1
APARTMENT A412.2UNIT A1
R2 7504 200 1
APARTMENT A410.2UNIT A1
R2 7504 200 1
APARTMENT A408.2UNIT A1
R2 7504 200 1
APARTMENT A404.2UNIT B1
R2 11546 200 1 AREA - A:
R-2 10,978 sf (55) OCCUPANTS
AREA - B:
R-2 15,192 sf (76) OCCUPANTS
AREA - C:
R-2 6,194 sf (31) OCCUPANTS
242'-3" TRAVEL DISTANCE 104'-5" TRAVEL DISTANCE 27
FEC
FEC
FEC
FEC
FEC FEC FEC FEC
FEC
FEC
34"
170
38
10/11/21
LS111LIFE SAFETYENLARGED PLANSLEGEND:
ROOM#
B 451 SF5 100 1
XXX
31
34"
170
EXIT
OCCUPANT LOAD THROUGH EXIT
EGRESS WIDTH
ALLOWABLE NUMBER OF
OCCUPANTS THROUGH EXIT
TRAVEL DISTANCE TO EXIT ACCESS
OCCUPANCY GROUP
ROOM ID
ROOM AREA
NUMBER OF EXITS REQUIRED
OCCUPANT LOAD FACTOR
NUMBER OF OCCUPANTS
STAIR WIDTH = X
DOOR WIDHT = X
EGRESS CAPACITY OF STAIR
SEMI-RECESSED OR SFC. MOUNTED
FIRE EXTINGUISHER CABINET.
REFERENCE DETAIL 5/A001.FEC
REFER TO WALL TYPE ASSEMBLY
SHEETS FOR UL RATINGS
LOAD FACTOR KEY
A-3 ASSEMBLY 15 NET
EXERCISE ROOMS 50 GROSS
U UTILITY/MISC. 300 GROSS
S-2 PARKING GARAGE 200 GROSS
R-2 RESIDENTIAL 200 GROSS
MAX. TRAVEL DISTANCES AS LISTED IN
IBC 2012 - SECTIONS 1014 & 1016
· COMMON PATH OF EGRESS TRAVEL - IBC 2012
TABLE 1014.3
R-2 - 125' WITH NPFA 13
· EXIT ACCESS TRAVEL DISTANCE - IBC 2012 TABLE
1016.2
R, A 250' WITH NFPA 13 / NFPA 13R
S-2, U 400' WITH NFPA 13
TRAVEL DISTANCE TO EXIT ACCESS
(1) HR RATED ASSEMBLY
(2) HR RATED ASSEMBLY
(2) HR FIRE WALL
ARCHITECTCLIENT CONSTRUCTION MANAGER PROJECT DRAWING TITLE SEAL SHEET PROJECT INFO REVISIONS20011
APRIL 28, 2021AVANT PHASE IICARMEL, INEDWARD ROSEDEVELOPMENTCARMEL LLC.PERMIT SET
No. AR12000062
STATE OF
MDXELA
ARS
H
T E C TCHI
AR
STGI
R E E
DER
IANDI N A
SCALE:
01 BUSINESS CENTER LIFE SAFETY PLAN
1/4" = 1'-0"SCALE:
02 FITNESS & MAIL ROOM LIFE SAFETY PLAN
1/4" = 1'-0"
BUSINESS CENTER
A3 2,004 15 134 2
FOCUS
F101
FOCUS
F102
FOCUS
F103
FOCUS
F104
CONF.
C101
LOUNGE
L101
CONF.
C102
MECH
M103
67
68"
340
67
68"
340
77'-2" TRAVEL DISTANCE
60'-0" TRAVEL DISTANCEMAIL ROOM
MR101
FITNESS
A3 905 SF50 19 1
MECH
M101
RESTROOM
RR101
RESTROOM
RR10255'-8" TRAVEL DISTANCE19
34"
170
CEILING THROUGHOUT TO BE
(2)-HR RATED ASSEMBLY,
PER A021
67'
-9"
30'-1
1
"
>
1
/
3
67'-9
"
CEILING THROUGHOUT TO BE
(2)-HR RATED ASSEMBLY,
PER A021
10/11/21
434" 634"418" 2x4 WD. BOTTOM PLATE
(1) LAYER 5/8" GYPSUM WALL
BOARD TYPE 'X' EACH SIDE
1'-4" 1'-4"
2x6 WD. BOTTOM PLATE
2x6 WD. STUDS 16" 0.C.
(1) LAYER 5/8" GYPSUM WALL
BOARD TYPE 'X' EACH SIDE
1'-4" 1'-4"
1'-4" 1'-4"
2X4 WD. BOTTOM PLATE
2X4 WD. DBL. TOP PLATE
2X4 WD. STUDS 16" 0.C.
(1) LAYER 5/8" GYPSUM WALL
BOARD TYPE 'X' ONE SIDE
51116" UL DESIGNATION: U311 STC 52
1-HOUR FIRE PARTITION (IBC 708)
2x4 WD. BOTTOM PLATE
(1) LAYER 5/8" GYPSUM WALL
BOARD TYPE 'X' EACH SIDE
(1) LAYER 7/16" OSB ONE SIDE. SEE
STRUCTURAL SHEETS FOR LOCATION AND
NAILING PATTERN.
2x4 WD. DBL. TOP PLATE
SEE STRUCTURAL DWGS. SEE STRUCTURAL DWGS.
12" RESILIENT CHANNEL
2x6 WD. DBL. TOP PLATE 2x4 WD. DBL. TOP PLATE
UNIT SIDE
UNIT SIDE
CORRIDOR SIDE
3 1/2" SOUND ATTENUATION BATTS
*MIN STC 50
UNIT SIDE
914"SEE STRUCTURAL DWGS. SEE STRUCTURAL DWGS.
2X4 WD. BOTTOM PLATE
2X4 WD. STUDS AT 16" O.C.
3 1/2" SOUND ATTENUATION BLANKETS
FRICTION-FITTED TO COMPLETELY FILL THE
STUD CAVITIES
(1) LAYER 7/16" OSB. SEE STRUCTURAL
SHEETS FOR LOCATION AND NAILING
PATTERN
(1) LAYER 5/8" GYPSUM WALL
BOARD TYPE 'X' EACH SIDE
2X4 WD. DBL. TOP PLATE
UL DESIGNATION: U341 STC:56
1-HOUR FIRE PARTITION (IBC 708)
3" SOUND ATTENUATION BATTS
UNIT SIDE UNIT SIDE UNIT SIDE CORRIDOR SIDE
ACOUSTICAL SEALANT AT PERIMETER EACH SIDE
ACOUSTICAL SEALANT AT PERIMETER EACH SIDE ACOUSTICAL SEALANT AT
PERIMETER EACH SIDE
RATED SEALANT AT PERIMETER
EACH SIDE
FLOORING ASSEMBLY FLOORING ASSEMBLY
FLOORING ASSEMBLY FLOORING ASSEMBLYFLOORING ASSEMBLY
W6 W1W4 W2 W3 USE: TYPICAL CORRIDOR WALL
"p" INDICATES WALL HAS PLUMBING
CHANGE TO 2x6 FRAMING AND ALIGN INTERIOR SHEATHING
"a" INDICATES NON-SHEAR WALL
DELETE OSB AND ALIGN CORRIDOR SHEATHING
USE: UNIT DEMISING WALL
"p" INDICATES WALL HAS PLUMBING
CHANGE TO 2x6 FRAMING AND ALIGN INTERIOR SHEATHING
UNIT SIDE
UL DESIGNATION: U336, STC:60
2-HOUR AREA SEPARATION WALL (IBC 706)
W5 USE: 2-HR FIRE SEPARATION WALL
NOTES: "p" INDICATES WALL HAS PLUMBING
UNIT SIDE UNIT SIDE
(1) LAYER 5/8" GYPSUM WALL
BOARD TYPE 'X' EACH SIDE
2x4 WOOD DOUBLE TOP
PLATE
MIN. 3/4" AIR SPACE
(2) CONTINUOUS LAYERS 1"x24" TYPE 'X'
GYPSUM PANELS WITH STEEL H STUDS.
PROVIDE ALUMINUM CLIPS BETWEEN H STUDS
AND WALL FRAMING
2x4 WOOD STUDS- SEE STRUCTURAL FOR
DRAWINGS FOR SPACING
3 1/2" SOUND ATTENUATION BLANKETS
FRICTION-FITTED TO COMPLETELY FILL THE
STUD CAVITY
2x4 WOOD BOTTOM PLATE
FLOOR ASSEMBLY
1134"SEE STRUCTURAL DWGS.
UNIT SIDE
DRAFTSTOPPING
AS REQUIRED BY INDIANA BUILDING CODE,
EXCERPTS FROM SECT. 718
· DRAFTSTOPPING SHALL BE PROVIDED
IN FLOOR/CEILING SPACES IN... GROUP
R-2 BUILDINGS WITH (3) OR MORE
DWELLING UNITS... DRAFTSTOPPING
SHALL BE LOCATED ABOVE AND IN LINE
WITH DWELLING UNITS AND SLEEPING
UNITS
· IN OCCUPANCIES IN GROUP R-2 THAT DO
NOT EXCEED (4) STORIES ABOVE
GRADE PLANE, THE ATTIC SHALL BE
SUBDIVIDED BY DRAFTSTOPPING INTO
AREAS NOT EXCEEDING 3,000 SF OR
ABOVE EVERY (2) DWELLING UNITS,
WHICHEVER IS SMALLER.
THE PROVIDED DIAGRAM IS TO BE APPLIED
AT ALL ASSEMBLIES INDICATED.
58" TYPE 'X' GWB AS
DRAFTSTOPPING THROUGH
ATTIC SPACE
BLOCKING AS REQUIRED FOR
INSTALLATIONS
FIRE BLOCKING AT CEILING
LINES
ROOF TRUSSES, REFER TO
STRUCTURAL
REFER TO STRUCTURAL
DRAWINGS FOR SHEAR WALL
LOCATIONS AND
INFORMATION
PROVIDE FIRE BLOCKING AT
ALL FLOOR LINES
PROVIDE FIRE BLOCKING AT
ALL FLOOR LINES
FLOOR SHEATHING TO BE
CONTINUOUS ACROSS AIR
SPACE AT DEMISING WALLS
AND ACT AS DRAFTSTOPPING
EXTEND SHEATHING TO BOTTOM OF
FLOOR DECK- COORDINATE
DRAFTSTOPPING WITH STRUCTURAL
CONNECTION DETAIL
REFER TO STRUCTURAL
DRAWINGS FOR SHEAR WALL
LOCATIONS AND
INFORMATION
W4
W4
F1F2R1SHOWER/TUB
DETAILS
· STOP GREEN BOARD TUB/SHOWER SURROUND AT THE NEAREST
CHANGE OF DIRECTION OF WALLS ON THE SHORT SIDE OF
TUB/SHOWER
· CEMENTITIOUS UNDERLAYMENT, 34" MIN. UNDER TUB/SHOWER AND
IN DEAD AIR CAVITIES. THE SUBFLOORS MAY BE OVERLAID WITH
EITHER 34" MIN. CEMETITIOUS UNDERLAYMENT, 12" HOMASOTE
BOARD, 1532" MIN OSB OR PLYWOOD, OR 58" GP DENS GLASS
SHIELD FIRE GUARD TILE BACKER. CONSTRUCTION MUST MAINTAIN
UL L528 FLOOR ASSEMBLY.
· WHEN TUBS AND SHOWERS ARE LOCATED ALONG RATED WALL
ASSEMBLIES (UNIT DEMISING / CORRIDOR WALLS, ETC) THE
GREENBOARD CANNOT REPLACE THE 58" GYPSUM BOARD AS
PART OF THE RATED ASSEMBLY.
· INSTALL THE 58" GYPSUM AS PART OF THE RATED WALL
ASSEMBLY PRIOR TO THE INSTALLATION OF THE 58" GREENBOARD
AND TUB / SHOWER ASSEMBLY
58" GYPSUM GREEN BOARD TO EXTEND TO TOP
OF TUB / SHOWER PAN
SURROUND/SHOWER PAN TO BE MOUNTED TO
ALLOW REQUIRED RATED CEMENTITIOUS
UNDERLAYMENT. SEE NOTE ABOVE
BATHTUB / SHOWER PAN SURROUND
5'-17 8" CLR. FACE OF STUD
5'-0" CLR. FACE OF GREENBOARD
4'-114" CLR. FACE OF STUD
W1
W2
58" GYPSUM GREEN BOARD TO TOP OF TUB /
SHOWER PAN
SURROUND/SHOWER PAN TO BE MOUNTED TO
ALLOW REQUIRED RATED CEMENTITIOUS
UNDERLAYMENT. SEE NOTE ABOVE
BATHTUB / SHOWER PAN SURROUND
58" GYPSUM AS PART OF STANDARD INTERIOR
WALL TYPE- REFER TO UNIT PLANS
W4
58" GYPSUM GREEN BOARD TO EXTEND TO TOP
OF TUB / SHOWER PAN
SURROUND/SHOWER PAN TO BE MOUNTED TO
ALLOW REQUIRED RATED CEMENTITIOUS
UNDERLAYMENT. SEE NOTE ABOVE
BATHTUB / SHOWER PAN SURROUND
W3
1) STOP GREEN BOARD TUB/SHOWER SURROUND
AT THE NEAREST CHANGE OF DIRECTION OF
WALLS ON THE SHORT SIDE OF TUB/SHOWER.
TUB SURROUND INSERT / SHOWER TILE
58" GYPSUM AS PART OF STANDARD INTERIOR
WALL TYPE- REFER TO UNIT PLANS
TUB SURROUND INSERT / SHOWER TILE
TUB SURROUND INSERT / SHOWER TILE
4'-0" CLR. FACE OF GREENBOARD
LAYER 5
8"
GREENBOARD
OVER 58" GYPSUM
AS PART OF
RATED WALL
ASSEMBLY
UL DESIGNATION: U305, STC 33
1-HOUR FIRE PARTITION (IBC 708)
USE: TYPICAL UNIT INTERIOR WALL
"a" INDICATES ACOUSTIC WALL
ADD ACOUSTICAL INSULATION - STC 48 W/ INSULATION
"x" INDICATES 1-HR RATING
UL DESIGNATION: U379, STC N/A
1-HOUR FIRE PARTITION (IBC 708)
USE: TYPICAL UNIT INTERIOR WALL W/ PLUMBING
"a" INDICATES ACOUSTIC WALL
ADD ACOUSTICAL INSULATION - STC 48 W/ INSULATION
"x" INDICATES 1-HR RATING
USE: TYPICAL UNIT INTERIOR WALL FURRING WALL
"a" 2x4 WOD STUDS
"b" 2x6 WOOD FRAMING 618"1'-4" 1'-4"
W6a
W6b 8"2x6 WD. BOTTOM PLATE
2x6 WD. STUDS 16" 0.C.
(2) LAYERS 5/8" GYPSUM WALL
BOARD TYPE 'X' EACH SIDE
1'-4" 1'-4"
2x6 WD. DBL. TOP PLATE
FLOORING ASSEMBLY
W7
UL DESIGNATION: U301, STC 54
2-HOUR RATED ASSEMBLY
USE: LOAD BEARING WALLS AT AMENITY AREAS
"a" INDICATES 2x4 WOOD STUDS
SOUND ATTENUATION BATTS
W8
UNIT SIDE
AMENITY SIDE
1012"SEE STRUCTURAL DWGS. SEE STRUCTURAL DWGS.
2X4 WD. BOTTOM PLATE
2X4 WD. STUDS AT 16" O.C.
3 1/2" SOUND ATTENUATION BLANKETS
FRICTION-FITTED TO COMPLETELY FILL THE
STUD CAVITIES
(1) LAYER 7/16" OSB. SEE STRUCTURAL
SHEETS FOR LOCATION AND NAILING
PATTERN
(1) LAYER 5/8" GYPSUM WALL
BOARD TYPE 'X' EACH SIDE
2X4 WD. DBL. TOP PLATE
GA DESIGNATION: GA WP-3820 STC:56
2-HOUR FIRE RATED
ACOUSTICAL SEALANT AT PERIMETER EACH SIDE
ACOUSTICAL SEALANT AT PERIMETER EACH SIDE
FLOORING ASSEMBLY
USE: UNIT DEMISING WALL
"p" INDICATES WALL HAS PLUMBING
CHANGE TO 2x6 FRAMING AND ALIGN INTERIOR SHEATHING
STAIR LANDING SIDE
UL DESIGNATION: U336, STC:60
2-HOUR AREA SEPARATION WALL (IBC 706)
W9USE: 2-HR FIRE SEPARATION WALL @ STAIR TOWERS
"a" INDICATES 2X6 FRAMING ON BOTH SIDES
CORRIDOR SIDE STAIR LANDING SIDE
(1) LAYER 5/8" GYPSUM WALL
BOARD TYPE 'X' EACH SIDE
2x6 WOOD DOUBLE TOP
PLATE
MIN. 3/4" AIR SPACE
(2) CONTINUOUS LAYERS 1"x24" TYPE 'X'
GYPSUM PANELS WITH STEEL H STUDS.
PROVIDE ALUMINUM CLIPS BETWEEN H STUDS
AND WALL FRAMING
2x4 WOOD STUDS- SEE STRUCTURAL FOR
DRAWINGS FOR SPACING
3 1/2" SOUND ATTENUATION BLANKETS
FRICTION-FITTED TO COMPLETELY FILL THE
STUD CAVITY
2x6 WOOD BOTTOM PLATE
FLOOR ASSEMBLY
1'-134"SEE STRUCTURAL DWGS.
UNIT CORRIDOR SIDE
A021 ARCHITECTCLIENT CONSTRUCTION MANAGER PROJECT DRAWING TITLE SEAL SHEET PROJECT INFO REVISIONS20011
APRIL 28, 2021AVANT PHASE IICARMEL, INEDWARD ROSEDEVELOPMENTCARMEL LLC.PERMIT SET
No. AR12000062
STATE OF
MDXELA
ARS
H
T E C TCHI
AR
STGI
R E E
DER
IANDI N AINTERIOR WALLASSEMBLIES10/11/21
EW2
5/8" GYPSUM WALL
BOARD TYPE 'X'
2x6 WOOD STUDS @
16" O.C.
R-21 HD BATT
INSULATION
6916"
714"
BRICK TIE SIMILAR TO HOHMANN
& BERNARD X-SEAL ANCHOR
(ALLOWS FOR VERTICAL
DIFFERENTIAL MOVEMENT
BETWEEN STUDS AND MASONRY)
INSTALL AT 16" O.C. VERT. AND
32" O.C. HRZ.
EW1
4" MASONRY VENEER- REFER
TO EXTERIOR ELEVATIONS FOR
COLOR AND COURSING
5/8" GYPSUM WALL
BOARD TYPE 'X'
2x6 WOOD STUDS @
16" O.C.
R-21 HD BATT
INSULATION
6916" 35 8"
1'-018"
1 15/16" AIR SPACE
F2 1'-834"18" OPEN WEB JOISTS,
REFER TO STRUCTURAL
DRAWINGS
SOUND ATTENUATION
BATTS
1/2" RESILIENT CHANNEL
5/8" GYPSUM BOARD
TYPE 'C'
F14"MINFINISH AS SCHEDULED
4" CRUSHED STONE OR
GRAVEL
CONCRETE SLAB ON
GRADE- REFER TO
STRUCTURAL DRAWINGS
MOISTURE BARRIER
R1B1
R20 POLYISOCYANURATE
ROOF INSULATION IN (2)
LAYERS WITH
STAGGERED JOINTS
OPEN WEB ROOF TRUSS-
REFER TO STRUCTURAL
DRAWINGS
TPO ROOFING
MEMBRANE, 60MIL- ON
1/4" PROTECTION BOARD
1/2" RESILIENT CHANNEL
5/8" GYPSUM BOARD
TYPE 'C'
SLOPE
1/4" PER FOOT
EXTERIORINTERIOR EXTERIOR INTERIOR
5/4x6 TREATED DECK
BOARD
2x_ TREATED BALCONY
FRAMING, REFER TO
STRUCTURAL DRAWINGS
7/16" SHEATHING
BUILDING WRAP12"MAXINTERIOR FINISHED
FLOOR ELEVATION
12"
MAX
F3
3/4" T&G SHEATHING
18" OPEN WEB JOISTS,
REFER TO STRUCTURAL
DRAWINGS
R-21 HD BATT
INSULATION
7/16" SHEATHING
SOFFIT PANEL
BUILDING WRAP
FINISH AS SCHEDULED
3/4" GYP-CRETE
3/4" T&G SHEATHING
EW4
5/8" GYPSUM WALL
BOARD TYPE 'X'
2x6 WOOD STUDS @
16" O.C.
R-21 HD BATT
INSULATION
EXTERIOR INTERIOR
1/8" ACOUSTI-MAT
7/16" SHEATHING
BUILDING WRAP
1/2" REVEAL TRIM, BY ACM
MANUFACTURER
ACM PANEL SYSTEM, SIM. TO
ENVELOPE 2000 REVEAL (RV)
SYSTEM CITADEL
ARCHITECTURAL PRODUCT
EW3
5/8" GYPSUM WALL
BOARD TYPE 'X'
2x6 WOOD STUDS @
16" O.C.
R-21 HD BATT
INSULATION
6916"
714"
EXTERIOR INTERIOR
5/16" FIBER CEMENT PANEL W/
REVEAL SYSTEM- REFER TO
EXTERIOR ELEVATIONS FOR
COLOR LOCATION
12"HORIZONTAL REVEAL TRIM, FRY
REGLET OR EQUAL1'-81116"FINISH AS SCHEDULED
3/4" GYP-CRETE
1/8" ACOUSTI-MAT
5/16" FIBER CEMENT PANEL W/
REVEAL SYSTEM- REFER TO
EXTERIOR ELEVATIONS FOR
COLOR LOCATION
7/16" SHEATHING
BUILDING WRAP
3/8" FURRING STRIP
VARIES
RED ACCENT FIBER CEMENT REVEAL SIDING
· WOOD STUD CONSTRUCTION
· 16" x 72" TILE PATTERN
TYPICAL FIBER CEMENT REVEAL SIDING
· WOOD STUD CONSTRUCTION
· PATTERN VARIES
EW2a DENOTES DARK GRAY FIBER CEMENT PANEL -
"GRIZZLE GRAY" SW#7068
EW2b DENOTES LIGHT GRAY FIBER CEMENT PANEL -
"DOWNY" SW#7002
TYPICAL MASONRY VENEER WALL
· WOOD STUD CONSTRUCTION
RESIDENTIAL WOOD CONSTRUCTION
· FLOORS: 2, 3, & 4
RESIDENTIAL SLAB ON GRADE
· FLOORS: 1
· REFER TO STRUCTURAL
DRAWINGS
RESIDENTIAL WOOD CONSTRUCTION
· FLOORS: 2- USE ABOVE LOGGIA
RESIDENTIAL BALCONY- WOOD FRAME CONSTRUCTION
· FLOORS: 2, 3, &4
· REFER TO STRUCTURAL
DRAWINGS FOR FRAMING DEPTH
FLAT ROOF ASSEMBLY
· WOOD CONSTRUCTION
· REFER TO ROOFING PLAN FOR
CRICKET AND SCUPPER LOCATIONS
6916"
7116"
FRAME FLOOR
ELEVATION
B2
RESIDENTIAL BALCONY- WOOD FRAME CONSTRUCTION
· FLOORS: 2 - LW CONCRETE
· REFER TO STRUCTURAL
DRAWINGS FOR FRAMING DEPTH
WOOD BEAM- REFER TO
STRUCTURAL DRAWINGS
SLOPE
1/4" PER FOOTVARIES
3/4" EXTERIOR
SHEATHING
WEATHER BARRIER
1 1/2" CONCRETE
TOPPING, REFER TO
STRUCTURAL DRAWINGS
ACM PANEL CLADDING
· WOOD STUD CONSTRUCTION
EW4a DENOTES DARK GRAY PANEL -
"GRIZZLE GRAY" SW#7068
EW4b DENOTES LIGHT GRAY PANEL -
"DOWNY" SW#7002
7/16" SHEATHING
BUILDING WRAP
3/8" FURRING STRIP
1'-4" TYP. HORIZONTAL REVEAL TRIM, FRY
REGLET OR EQUAL12"12"F4 1'-10"18" OPEN WEB JOISTS,
REFER TO STRUCTURAL
DRAWINGS
SOUND ATTENUATION
BATTS
1/2" RESILIENT CHANNEL
5/8" GYPSUM BOARD
TYPE 'C'
FINISH AS SCHEDULED
3/4" GYP-CRETE
3/4" T&G SHEATHING
1/8" ACOUSTI-MAT
RESIDENTIAL WOOD CONSTRUCTION (2)-HR RATED
· FOR USE BETWEEN AMENITY SPACE &
APARTMENTS ABOVE
(2) LAYERS 5/8" GYPSUM
BOARD TYPE 'C'
UL DESIGNATION: L577
2-HOUR RATED ASSEMBLY
UL DESIGNATION: L563
1-HOUR RATED ASSEMBLY
R2
R20 POLYISOCYANURATE
ROOF INSULATION IN (2)
LAYERS WITH
STAGGERED JOINTS
ROOF TRUSS / JOIST-
REFER TO STRUCTURAL
DRAWINGS
TPO ROOFING
MEMBRANE, 60MIL- ON
1/4" PROTECTION BOARD
SLOPE
1/4" PER FOOT
ROOF ASSEMBLY
· WOOD CONSTRUCTION
· CEILINGS @ STAIR SHAFTS &
ELEVATOR HOISTWAY
(3) LAYERS OF 58" TYPE
'C' GYPSUM BOARD
12" RESILIENT CHANNEL
(1) LAYER OF 58" TYPE 'C'
GYPSUM BOARD
UL DESIGNATION: L556
2-HOUR RATED ASSEMBLY
DRAINAGE LAYER,
SIMILAR TO SIKA
DRAINAGE MAT
EW3X DENOTES THE USE OF A 2x8 STUD
i. USED AROUND THE AMENITY AREAS
A031 ARCHITECTCLIENT CONSTRUCTION MANAGER PROJECT DRAWING TITLE SEAL SHEET PROJECT INFO REVISIONS20011
APRIL 28, 2021AVANT PHASE IICARMEL, INEDWARD ROSEDEVELOPMENTCARMEL LLC.PERMIT SET
No. AR12000062
STATE OF
MDXELA
ARS
H
T E C TCHI
AR
STGI
R E E
DER
IANDI N AEXTERIORASSEMBLIES
10/11/21
MINIMUM REINFORCING BEHIND
TOILETS LOCATED BESIDE A WALL
MINIMUM
REINFORCED AREA-
AN ADDITIONAL 2" MIN
EACH SIDE AND BOTTOM
IS RECOMMENDED TO
MOUNT 24" STANDARD
GRAB BAR12" MIN. 12" MIN.
18"32" MAX30" MAX PREFERRED38" MIN.28"-32" REINFORCING
AREA SHOULD BE
PROVIDED TO
ACCOMMODATE A 24"
GRAB BAR12" MIN.24" MIN.42" PREFERREDWHEREVER POSSIBLE, SIDE REINFORCING
SHOULD ACCOMMODATE A 42" GRAB BAR
MINIMUM REINFORCING BEHIND TOILETS
LOCATED BESIDE A PARTIAL WALL
18"
12" MIN. 12" MIN.
18"
18"32" MAX30" MAX PREFERRED38" MIN.32" MAX30" MAX PREFERRED3'-2" MIN. 6"MAX.
MINIMUM REINFORCING @ BATHTUBS
WITHOUT PERMANENT SEATS
MINIMUM REINFORCING IN SHOWERS 32" MAX30" MAX PREFERRED38" MIN.ELONGATED
REINFORCING FOR
POSSIBLE ADDITION OF
FOLDING GRAB BAR
WHERE TOILETS DO NOT HAVE FULL
SIDE BAR REINFORCING,
REINFORCEMENT BEHIND THE TOILET
MUST BE ENLARGED TO SUPPORT A
FOLD-DOWN GRAB BAR ASSEMBLY
18" 2'-2" MIN. 2'-2" MIN.6" MIN.WALL TO WALL
REINFORCING
WALL TO WALL
REINFORCING
6"MAX. 6"MAX.
PROVIDE BLOCKING FOR FUTURE INSTALLATION OF GRAB
BARS AND SEATING PER SEC. 607.4 ANSI 117.1-2009
6"MAX.6" MAX.2'-4" MIN.2'-2" MIN.PROVIDE BLOCKING FOR FUTURE INSTALLATION OF GRAB
BARS AND SEATING PER SEC. 604.5 ANSI 117.1-2009
PROVIDE BLOCKING FOR FUTURE INSTALLATION OF GRAB
BARS AND SEATING PER SEC(S). 608.3, 608.2.1.3,
608.2.2.3, & 608.2.3.2 ANSI 117.1-20096" MIN.2'-4" MIN.4'-0"MIN.
A041FAIR HOUSINGBLOCKING DETAILSSCALE:
01 TYPICAL BLOCKING DIAGRAMS
1/2" = 1'-0"ARCHITECTCLIENT CONSTRUCTION MANAGER PROJECT DRAWING TITLE SEAL SHEET PROJECT INFO REVISIONS20011
APRIL 28, 2021AVANT PHASE IICARMEL, INEDWARD ROSEDEVELOPMENTCARMEL LLC.PERMIT SET
No. AR12000062
STATE OF
MDXELA
ARS
H
T E C TCHI
AR
STGI
R E E
DER
IANDI N A
10/11/21
64
2½ min
2½ min
64
72 min1830L C LC
LC
«2 min5111 «
13
½ max
dominant direction of
travel
13
long dimension
perpendicular to dominant
direction of travel
½ max
6.4
1/4 max
6.4
1
2
¼
¼
6.4
½
13
48 min
30 min760 1220
30 min
48 min30 min48 min1220760760
1220
(a)
forward
(b)
parallel
36 minX > 24610915
60 minX > 151525380 17-25
9
230
430-635
6 max
150 30 min760(a)
elevation
(b)
plan
11 min 27 min685280
205
8 min
9 min
230
(a)
elevation
(b)
plan 30 min760635
25 max
4 max
100
X ³ 802030X > 2768512 max
305
12 max
305
27-80685-203027 max68580 min2030X > 12
305
X > 12
305
(b)(a) 27 max6852030X < 8015 min38048 max122048 max122044 max1120>20-25 max
510-635
20 max
510
(a) (b)
10 max
255 122048 max15 min38010 max
255 122048 max34 max86534 max86546 max1170> 10-24 max
255-610
(a) (b)36 min48 min
24 max
1220
610 91532 min81532 min81591536 min610
24 max
42 min48 min12201065
1220
X < 48
42 min
1065
X < 48
1220
36 min
915
36 min
91560 min1525(a)
180 degree turn
(b)
180 degree turn
(Exception)
(c)
folding door
(a)
hinged door
(b)
sliding door
32 min
815
32 min
815
32 min
815
90°60 min152518 min
445
X > 8
205
(a)
pull side 122048 min(b)
push side
205
X > 8
122048 min12 min
305
(c)
push side, door provided with
both closer and latch
X > 8
205
48 min
1220
48 min
1220
(a) (b)
48 min
1220
(c)
ramp run landing landing
60 min
1525 1525
60 min
landing
ramp run
ramp run60 min
1525
60 min1525at least as wide as ramp run
(a)
straight
(b)
change in direction
12 min
305
12 min
305
X < 4
100
303.2 Vertical. Changes in level of 1/4 inch (6.4 mm) high maximum shall be
permitted to be vertical.
303.3 Beveled. Changes in level between 1/4 inch (6.4 mm) high minimum and 1/2
inch (13 mm) high maximum shall be beveled with a slope not steeper than 1:2.60 min24 min 36 min36 min
12 min
915
305 1525610 91512 min
305
60 min
1525
basearm arm308.2 Forward Reach.
308.2.1 Unobstructed. Where a forward reach is unobstructed, the high forward
reach shall be 48 inches (1220 mm) maximum and the low forward reach shall be
15 inches (380 mm) minimum above the finish floor or ground.
Figure 405.9.1 Extended Floor or Ground Surface Edge Protection
405.9.2 Curb or Barrier. A curb or barrier shall be provided that prevents the
passage of a 4 inch (100 mm) diameter sphere, where any portion of the sphere
is within 4 inches (100 mm) of the finish floor or ground surface.
Figure 405.9.2 Curb or Barrier Edge
Protection
404.2.4.3 Recessed Doors and Gates. Maneuvering clearances for forward
approach shall be provided when any obstruction within 18 inches (455 mm) of
the latch side of a doorway projects more than 8 inches (205 mm) beyond the
face of the door, measured perpendicular to the face of the door or gate.
Figure 404.2.4.3 Maneuvering Clearances at Recessed Doors and Gates
404.2.6 Doors in Series and Gates in Series. The distance between two hinged
or pivoted doors in series and gates in series shall be 48 inches (1220 mm)
minimum plus the width of doors or gates swinging into the space.
Figure 404.2.6 Doors in Series and Gates in Series
404.2.7 Door and Gate Hardware. Handles, pulls, latches, locks, and other
operable parts on doors and gates shall comply with 309.4. Operable parts of
such hardware shall be 34 inches (865 mm) minimum and 48 inches (1220 mm)
maximum above the finish floor or ground. Where sliding doors are in the fully
open position, operating hardware shall be exposed and usable from both sides.
404.2.8.1 Door Closers and Gate Closers. Door closers and gate closers shall
be adjusted so that from an open position of 90 degrees, the time required to
move the door to a position of 12 degrees from the latch is 5 seconds minimum.
404.2.8.2 Spring Hinges. Door and gate spring hinges shall be adjusted so that
from the open position of 70 degrees, the door or gate shall move to the
closed position in 1.5 seconds minimum.
404.2.9 Door and Gate Opening Force. Fire doors shall have a minimum opening
force allowable by the appropriate administrative authority. The force for
pushing or pulling open a door or gate other than fire doors shall be as follows:
1. Interior hinged doors and gates: 5 pounds (22.2 N) maximum.
2. Sliding or folding doors: 5 pounds (22.2 N) maximum. These forces do
not apply to the force required to retract latch bolts or disengage other
devices that hold the door or gate in a closed position.
404.2.10 Door and Gate Surfaces. Swinging door and gate surfaces within 10
inches (255 mm) of the finish floor or ground measured vertically shall have a
smooth surface on the push side extending the full width of the door or gate.
Parts creating horizontal or vertical joints in these surfaces shall be within 1/16
inch (1.6 mm) of the same plane as the other. Cavities created by added kick
plates shall be capped.
404.2.11 Vision Lights. Doors, gates, and side lights adjacent to doors or gates,
containing one or more glazing panels that permit viewing through the panels
shall have the bottom of at least one glazed panel located 43 inches (1090 mm)
maximum above the finish floor.
404.3 Automatic and Power-Assisted Doors and Gates. Automatic doors and
automatic gates shall comply with 404.3. Full-powered automatic doors shall
comply with ANSI/BHMA A156.10 (incorporated by reference, see "Referenced
Standards" in Chapter 1). Low-energy and power-assisted doors shall comply
with ANSI/BHMA A156.19 (1997 or 2002 edition) (incorporated by reference, see
"Referenced Standards" in Chapter 1).
404.3.2 Maneuvering Clearance. Clearances at power-assisted doors and gates
shall comply with 404.2.4. Clearances at automatic doors and gates without
standby power and serving an accessible means of egress shall comply with
404.2.4.
404.3.7 Revolving Doors, Revolving Gates, and Turnstiles. Revolving doors,
revolving gates, and turnstiles shall not be part of an accessible route.
405 Ramps
405.2 Slope. Ramp runs shall have a running slope not steeper than 1:12. 405.3
Cross Slope. Cross slope of ramp runs shall not be steeper than 1:48.
405.5 Clear Width. The clear width of a ramp run and, where handrails are
provided, the clear width between handrails shall be 36 inches (915 mm) minimum.
405.6 Rise. The rise for any ramp run shall be 30 inches (760 mm) maximum.
405.7 Landings. Ramps shall have landings at the top and the bottom of each
ramp run. Landings shall comply with 405.7.
Figure 405.7 Ramp
Landings
405.7.1 Slope. Landings shall have slope no steeper than 1:48. Changes in level
are not permitted.
405.7.2 Width. The landing clear width shall be at least as wide as the widest
ramp run leading to the landing.
405.7.3 Length. The landing clear length shall be 60 inches (1525 mm) long
minimum.
405.7.4 Change in Direction. Ramps that change direction between runs at
landings shall have a clear landing 60 inches (1525 mm) minimum by 60 inches
(1525 mm) minimum.
405.7.5 Doorways. Where doorways are located adjacent to a ramp landing,
maneuvering clearances required by 404.2.4 and 404.3.2 shall be permitted to
overlap the required landing 405.8 Handrails. Ramp runs with a rise greater
than 6 inches (150 mm) shall have handrails complying with 505.
405.9 Edge Protection. Edge protection complying with 405.9.1 or 405.9.2 shall
be provided on each side of ramp runs and at each side of ramp landings.
405.9.1 Extended Floor or Ground Surface. The floor or ground surface of the
ramp run or landing shall extend 12 inches (305 mm) minimum beyond the inside
face of a handrail complying with 505.
308.3 Side Reach.
308.3.1 Unobstructed. Where a clear floor or ground space allows a parallel
approach to an element and the side reach is unobstructed, the high side reach
shall be 48 inches (1220 mm) maximum and the low side reach shall be 15 inches
(380 mm) minimum above the finish floor or ground.
308.3.2 Obstructed High Reach. Where a clear floor or ground space allows a
parallel approach to an element and the high side reach is over an obstruction,
the height of the obstruction shall be 34 inches (865 mm) maximum and the
depth of the obstruction shall be 24 inches (610 mm) maximum. The high side
reach shall be 48 inches (1220 mm) maximum for a reach depth of 10 inches
(255 mm) maximum. Where the reach depth exceeds 10 inches (255 mm), the
high side reach shall be 46 inches (1170 mm) maximum for a reach depth of 24
inches (610 mm) maximum.
Figure 308.3.2 Obstructed High
Side Reach
309 Operable Parts
309.2 Clear Floor Space. A clear floor or ground space complying with 305 shall
be provided.
309.3 Height. Operable parts shall be placed within one or more of the reach
ranges specified in 308.
309.4 Operation. Operable parts shall be operable with one hand and shall not
require tight grasping, pinching, or twisting of the wrist. The force required to
activate operable parts shall be 5 pounds (22.2 N) maximum.
402.2 Components. Accessible routes shall consist of one or more of the
following components: walking surfaces with a running slope not steeper than
1:20, doorways, ramps, curb ramps excluding the flared sides, elevators, and
platform lifts. All components of an accessible route shall comply with the
applicable requirements of Chapter 4.
Advisory 402.2 Components. Walking surfaces must have running slopes not
steeper than 1:20, see 403.3. Other components of accessible routes, such as
ramps (405) and curb ramps (406), are permitted to be more steeply sloped.
403 Walking Surfaces
403.1 General. Walking surfaces that are a part of an accessible route shall
comply with 403.
403.2 Floor or Ground Surface. Floor or ground surfaces shall comply with 302.
403.3 Slope. The running slope of walking surfaces shall not be steeper than
1:20. The cross slope of walking surfaces shall not be steeper than 1:48.
403.4 Changes in Level. Changes in level shall comply with 303. 403.5
Clearances. Walking surfaces shall provide clearances complying with 403.5.
EXCEPTION: Within employee work areas, clearances on common use circulation
paths shall be permitted to be decreased by work area equipment provided that
the decrease is essential to the function of the work being performed.
403.5.1 Clear Width. Except as provided in 403.5.2 and 403.5.3, the clear width
of walking surfaces shall be 36 inches (915 mm) minimum.
EXCEPTION: The clear width shall be permitted to be reduced to 32 inches (815
mm) minimum for a length of 24 inches (610 mm) maximum provided that reduced
width segments are separated by segments that are 48 inches (1220 mm) long
minimum and 36 inches (915 mm) wide minimum.
Figure 403.5.1 Clear Width of an
Accessible Route
403.5.2 Clear Width at Turn. Where the accessible route makes a 180 degree
turn around an element which is less than 48 inches (1220 mm) wide, clear width
shall be 42 inches (1065 mm) minimum approaching the turn, 48 inches (1220
mm) minimum at the turn and 42 inches (1065 mm) minimum leaving the turn.
Figure 403.5.2 Clear Width
at Turn
403.5.3 Passing Spaces. An accessible route with a clear width less than 60
inches (1525 mm) shall provide passing spaces at intervals of 200 feet (61 m)
maximum.
404 Doors, Doorways, and Gates
404.2.3 Clear Width. Door openings shall provide a clear width of 32 inches (815
mm) minimum. Clear openings of doorways with swinging doors shall be measured
between the face of the door and the stop, with the door open 90 degrees.
Openings more than 24 inches (610 mm) deep shall provide a clear opening of 36
inches (915 mm) minimum. There shall be no projections into the required clear
opening width lower than 34 inches (865 mm) above the finish floor or ground.
Projections into the clear opening width between 34 inches (865 mm) and 80
inches (2030 mm) above the finish floor or ground shall not exceed 4 inches
(100 mm).
Figure 404.2.3 Clear Width of
Doorways
404.2.4 Maneuvering Clearances. Minimum maneuvering clearances at doors and
gates shall comply with 404.2.4. Maneuvering clearances shall extend the full
width of the doorway and the required latch side or hinge side clearance.
306.3 Knee Clearance.
306.3.1 General. Space under an element between 9 inches (230 mm) and 27
inches (685 mm) above the finish floor or ground shall be considered knee
clearance and shall comply with 306.3.
306.3.2 Maximum Depth. Knee clearance shall extend 25 inches (635 mm)
maximum under an element at 9 inches (230 mm) above the finish floor or ground.
306.3.3 Minimum Required Depth. Where knee clearance is required under an
element as part of a clear floor space, the knee clearance shall be 11 inches
(280 mm) deep minimum at 9 inches (230 mm) above the finish floor or ground,
and 8 inches (205 mm) deep minimum at 27 inches (685 mm) above the finish
floor or ground.
306.3.4 Clearance Reduction. Between 9 inches (230 mm) and 27 inches (685
mm) above the finish floor or ground, the knee clearance shall be permitted to
reduce at a rate of 1 inch (25 mm) in depth for each 6 inches (150 mm) in
height. 306.3.5 Width. Knee clearance shall be 30 inches (760 mm) wide minimum.
Figure 306.3 Knee
Clearance
307 Protruding Objects
307.2 Protrusion Limits. Objects with leading edges more than 27 inches (685
mm) and not more than 80 inches (2030 mm) above the finish floor or ground
shall protrude 4 inches (100 mm) maximum horizontally into the circulation path.
EXCEPTION: Handrails shall be permitted to protrude 4 1/2 inches (115 mm)
maximum.
Figure 307.2 Limits of Protruding
Objects
307.3 Post-Mounted Objects. Free-standing objects mounted on posts or
pylons shall overhang circulation paths 12 inches (305 mm) maximum when
located 27 inches (685 mm) minimum and 80 inches (2030 mm) maximum above
the finish floor or ground. Where a sign or other obstruction is mounted
between posts or pylons and the clear distance between the posts or pylons is
greater than 12 inches (305 mm), the lowest edge of such sign or obstruction
shall be 27 inches (685 mm) maximum or 80 inches (2030 mm) minimum above
the finish floor or ground.
Figure 307.3 Post-Mounted
Protruding Objects
307.4 Vertical Clearance. Vertical clearance shall be 80 inches (2030 mm) high
minimum. Guardrails or other barriers shall be provided where the vertical
clearance is less than 80 inches (2030 mm) high. The leading edge of such
guardrail or barrier shall be located 27 inches (685 mm) maximum above the
finish floor or ground.
EXCEPTION: Door closers and door stops shall be permitted to be 78 inches
(1980 mm) minimum above the finish floor or ground.
Figure 307.4 Vertical
Clearance
308 Reach Ranges
Children's Reach Ranges
Forward or Side
Reach Ages 3
and 4 Ages 5
through 8 Ages 9
through 12
High
(maximum) 36 in (915
mm) 40 in (1015
mm) 44 in (1120
mm)
16 in (405
mm)
18 in (455
mm)
20 in (510
mm)
Low
(minimum)
Figure 308.2.2 Obstructed High
Forward Reach
308.2.2 Obstructed High Reach. Where a high forward reach is over an
obstruction, the clear floor space shall extend beneath the element for a
distance not less than the required reach depth over the obstruction. The high
forward reach shall be 48 inches (1220 mm) maximum where the reach depth is
20 inches (510 mm) maximum. Where the reach depth exceeds 20 inches (510
mm), the high forward reach shall be 44 inches (1120 mm) maximum and the
reach depth shall be 25 inches (635 mm) maximum.
Figure 308.3.1 Unobstructed
Side Reach
302 Floor or Ground Surfaces
302.2 Carpet. Carpet or carpet tile shall be securely attached and shall have a
firm cushion, pad, or backing or no cushion or pad. Carpet or carpet tile shall
have a level loop, textured loop, level cut pile, or level cut/uncut pile texture.
Pile height shall be 1/2 inch (13 mm) maximum. Exposed edges of carpet shall be
fastened to floor surfaces and shall have trim on the entire length of the
exposed exposed edge. Carpet edge trim shall comply with 303.
Figure 302.2 Carpet Pile
Height
302.3 Openings. Openings in floor or ground surfaces shall not allow passage of
a sphere more than 1/2 inch (13 mm) diameter except as allowed in 407.4.3,
409.4.3, 410.4, 810.5.3 and 810.10. Elongated openings shall be placed so that
the long dimension is perpendicular to the dominant direction of travel.
Figure 302.3 Elongated Openings in Floor or
Ground Surfaces
Figure 303.2 Vertical Change
in Level
Figure 303.3 Beveled Change
in Level
304 Turning Space
304.3.1 Circular Space. The turning space shall be a space of 60 inches (1525
mm) diameter minimum. The space shall be permitted to include knee and toe
clearance complying with 306.
304.3.2 T-Shaped Space. The turning space shall be a T-shaped space within a
60 inch (1525 mm) square minimum with arms and base 36 inches (915 mm) wide
minimum. Each arm of the T shall be clear of obstructions 12 inches (305 mm)
minimum in each direction and the base shall be clear of obstructions 24 inches
(610 mm) minimum. The space shall be permitted to include knee and toe
clearance complying with 306 only at the end of either the base or one arm.
Figure 304.3.2 T-Shaped
Turning Space
Figure 305.3 Clear Floor or
Ground Space
Figure 305.5 Position of Clear Floor or
Ground Space
305.7.1 Forward Approach. Alcoves shall be 36 inches (915 mm)wide minimum
where the depth exceeds 24 inches (610 mm).
Figure 305.7.1 Maneuvering Clearance in an Alcove,
Forward Approach
305.7.2 Parallel Approach. Alcoves shall be 60 inches (1525 mm) wide minimum
where the depth exceeds 15 inches (380 mm).
Figure 305.7.2 Maneuvering Clearance in an Alcove,
Parallel Approach
306 Knee and Toe Clearance
306.2 Toe Clearance.
306.2.1 General. Space under an element between the finish floor or ground and
9 inches (230 mm) above the finish floor or ground shall be considered toe
clearance and shall comply with 306.2.
306.2.2 Maximum Depth. Toe clearance shall extend 25 inches (635 mm) maximum
under an element.
306.2.3 Minimum Required Depth. Where toe clearance is required at an element
as part of a clear floor space, the toe clearance shall extend 17 inches (430
mm) minimum under the element.
306.2.4 Additional Clearance. Space extending greater than 6 inches (150 mm)
beyond the available knee clearance at 9 inches (230 mm) above the finish floor
or ground shall not be considered toe clearance.
306.2.5 Width. Toe clearance shall be 30 inches (760 mm) wide minimum.
Figure 306.2 Toe
Clearance
407 Elevators
407.1 General. Elevators shall comply with 407 and with ASME A17.1
(incorporated by reference, see "Referenced Standards" in Chapter 1). They
shall be passenger elevators as classified by ASME A17.1. Elevator operation
shall be automatic.
407.2.1.2 Size. Call buttons shall be 3/4 inch (19 mm) minimum in the smallest
dimension.
407.2.2.1 Visible and Audible Signals. A visible and audible signal shall be
provided at each hoistway entrance to indicate which car is answering a call and
the car's direction of travel. Where in-car signals are provided, they shall be
visible from the floor area adjacent to the hall call buttons.
407.2.2.2 Visible Signals. Visible signal fixtures shall be centered at 72 inches
(1830 mm) minimum above the finish floor or ground. The visible signal elements
shall be 2 1/2 inches (64 mm) minimum measured along the vertical centerline of
the element. Signals shall be visible from the floor area adjacent to the hall call
button.
Figure 407.2.2.2 Visible Hall
Signals
407.2.3.1 Floor Designation. Floor designations complying with 703.2 and 703.4.1
shall be provided on both jambs of elevator hoistway entrances. Floor
designations shall be provided in both tactile characters and braille. Tactile
characters shall be 2 inches (51 mm) high minimum. A tactile star shall be
provided on both jambs at the main entry level.
Figure 407.2.3.1 Floor Designations on Jambs of Elevator Hoistway Entrances
ACCESSIBILIT < COMPLIANCE NOTES
406 CURB RAMPS (OMITTED - REFERENCE CIVIL DRAWINGS)
1. This project is required to meet several different Accessibility Codes. Some
of these codes contradict and/or have varying degrees of required
accessibility. Only the most stringent requirements shall be utilized in the
construction of this project. The following notes are provided as a guide to
building this project. The contractor shall be familiar with all codes and shall
notify the Architect immediately if these notes are contradictory to the actual
construction.
2. All areas of public accommodation are subject to the 2014 Indiana Building
Code - Chapter 11 Accessibility.
3. From the entry door throughout all units, Fair Housing clearances and reach
limits are required, including required reinforcing of walls for future
accomodation. By Building Code, only Type B units are required in Indiana.
4. Portions of the Fair Housing Standards applying to multifamily housing are
included for reference only. For a complete copy of the FHA code requirements
refer to https://www.justice.gov/crt/fair-housing-act-1
5. Portions of ANSI A117.1-2009 applying to applying to multifamily housing are
included for reference only. For a complete copy of the ANSI code
requirements reference:
(https://law.resource.org/pub/us/code/ibr/ansi.a117.1.2009.pdf).
6. Accessible routes throughout the site: When a building or portion of a building
is required to be Accessible or Adaptable, an accessible route of travel shall be
provided to all portions of the building, to accessible building entrances and
between buildings and the public way. Refer to Civil Engineer's or Landscape
Architect's drawings for all accessible routes on the site and the applicable
requirements including but not limited to signage, curb ramp, cross slope, width
of route, etc.
7. Public Use Facilities: Buildings, mall services, recreational areas, swimming
pools, etc., shall be readily accessible to an usable by people with disabilities.
A042ANSI STANDARDSA042ANSI STANDARDS ARCHITECTCLIENT CONSTRUCTION MANAGER PROJECT DRAWING TITLE SEAL SHEET PROJECT INFO REVISIONS20011
APRIL 28, 2021AVANT PHASE IICARMEL, INEDWARD ROSEDEVELOPMENTCARMEL LLC.PERMIT SET
No. AR12000062
STATE OF
MDXELA
ARS
H
T E C TCHI
AR
STGI
R E E
DER
IANDI N A
10/11/21
2C
C
2
2 min5180 min
42 min
2030
10651295 137051 min54 min(a)
centered door
68 min
36 min
1725
9151370 129554 min51 min(b)
side (off-centered) door
54 min
36 min
1370
915 203080 min(c)
any door location
60 min
36 min
1525
915 152560 min(d)
any door location137054 min36 min
915
16 sq ft min
(e)
Exception
existing elevator car
configuration
42 min
1065
137054 min(a)
new construction
32 min
815
51 min
1295
129551 min(b)
Exception 1
36 min
915 137054 min(c)
Exception 2
36 min
915
15 sq ft min
1.4 m2
12 min
305
platform
lift mechanism42 min1065815
32 min
96 min
2440
132 min
3350
(a)
car
(b)
van
60 min
1525full length of parking spacearea to be marked
vehicle pull-up space
area to be marked
curb line
full length of
152560 min13 30°
max
3838
(c)
curved nosing
(d)
beveled nosing
(b)
angled riser
1½ max 1½ max
(a)
radius of tread
edge
(typical for all
profiles)
radius
½
max
34-38865-965(a)
stairs
(b)
ramps 865-96534-38(c)
walking surfaces34-38865-96538
1½ min
381½ min100-160
4-6¼ perimeter
(a) (b)
2¼ max
572¼ ma x5712 min
305
12 min
305
12 min
305
X
X
Note: X = tread depth
5 max 15 min
380125
16-18
405-455
L C
430-485
17-19
C L
(a)
wheelchair
accessible
water
closets
(b)
ambulatory
accessible water
closets
60 min56 min14201525
12 max
42 min
54 min
1370
305
1065
transfer
side
12 min
305LC
24 min
610
36 min
915 15 min3807-9
180-230 48 max1220LC 56 min14201525
60 min
(a)
adult wall hung
water closet
(b)
adult floor mounted water closet
and children's water closet
60 min
152559 min15004 max
100
1004 maxalternate
door
location
42 min1065(a)
elevation
adult
150
9 min
230
6 min
partition
6 min
150
6 min
150
(c)
plan
6 min
(b)
elevation
children
12 min
150
305
partition
407.2.3.2 Car Designations. Destination-oriented elevators shall provide tactile
car identification complying with 703.2 on both jambs of the hoistway immediately
below the floor designation. Car designations shall be provided in both tactile
characters and braille. Tactile characters shall be 2 inches (51 mm) high minimum.
Figure 407.2.3.2 Car Designations on Jambs of Destination-Oriented Elevator
Hoistway Entrances
407.3.3.1 Height. The device shall be activated by sensing an obstruction passing
through the opening at 5 inches (125 mm) nominal and 29 inches (735 mm) nominal
above the finish floor.
407.3.3.3 Duration. Door reopening devices shall remain effective for 20
seconds minimum.
407.3.4 Door and Signal Timing. The minimum acceptable time from notification
that a car is answering a call or notification of the car assigned at the means for
the entry of destination information until the doors of that car start to close
shall be calculated from the following equation:
T = D/(1.5 ft/s) or T = D/(455 mm/s) = 5 seconds minimum where T equals the
total time in seconds and D equals the distance (in feet or millimeters) from the
point in the lobby or corridor 60 inches (1525 mm) directly in front of the
farthest call button controlling that car to the centerline of its hoistway door.
407.3.5 Door Delay. Elevator doors shall remain fully open in response to a car
call for 3 seconds
407.3.6 Width. The width of elevator doors shall comply with Table 407.4.1.
407.4 Elevator Car Requirements. Elevator cars shall comply with 407.4.
407.4.1 Car Dimensions. Inside dimensions of elevator cars and clear width of
elevator doors shall comply with Table 407.4.1.
Figure 407.4.1 Elevator Car
Dimensions
407.4.3 Platform to Hoistway Clearance. The clearance between the car platform
sill and the edge of any hoistway landing shall be 1 1/4 inch (32 mm) maximum.
407.4.4 Leveling. Each car shall be equipped with a self-leveling feature that will
automatically bring and maintain the car at floor landings within a tolerance of 1/2
inch (13 mm) under rated loading to zero loading conditions.
407.4.5 Illumination. The level of illumination at the car controls, platform, car
threshold and car landing sill shall be 5 foot candles (54 lux) minimum.
407.4.6 Elevator Car Controls. Where provided, elevator car controls shall
comply with 407.4.6 and 309.4.
407.4.6.1 Location. Controls shall be located within one of the reach ranges
specified in 308.
407.4.6.2 Buttons. Car control buttons with floor designations shall comply with
407.4.6.2 and shall be raised or flush.
407.4.6.2.1 Size. Buttons shall be 3/4 inch (19 mm) minimum in their smallest
dimension.
407.4.6.4.1 Height. Emergency control buttons shall have their centerlines 35
inches (890 mm) minimum above the finish floor.
407.4.7.1.1 Type. Control buttons shall be identified by tactile characters
complying with 703.2.
407.4.7.1.3 Symbols. The control button for the emergency stop, alarm, door
open, door close, main entry floor, and phone, shall be identified with tactile
symbols as shown in Table 407.4.7.1.3.
407.4.8.1.1 Size. Characters shall be 1/2 inch (13 mm) high minimum. 407.4.8.2.2
Signal Level. The verbal annunciator shall be 10 dB minimum above ambient, but
shall not exceed 80 dB, measured at the annunciator.
407.4.8.2.3 Frequency. The verbal annunciator shall have a frequency of 300 Hz
minimum to 3000 Hz maximum.
408 Limited-Use/Limited-Application Elevators
408.1 General. Limited-use/limited-application elevators shall comply with 408
and with ASME A17.1 (incorporated by reference, see "Referenced Standards" in
Chapter 1). They shall be passenger elevators as classified by ASME A17.1.
Elevator operation shall be automatic.
408.2 Elevator Landings. Landings serving limited-use/limited-application
elevators shall comply with 408.2.
408.2.1 Call Buttons. Elevator call buttons and keypads shall comply with 407.2.1.
408.2.2 Hall Signals. Hall signals shall comply with 407.2.2.
408.2.3 Hoistway Signs. Signs at elevator hoistways shall comply with 407.2.3.1.
408.3 Elevator Doors. Elevator hoistway doors shall comply with 408.3.
408.3.1 Sliding Doors. Sliding hoistway and car doors shall comply with 407.3.1
through 407.3.3 and 408.4.1.
408.3.2 Swinging Doors. Swinging hoistway doors shall open and close
automatically and shall comply with 404, 407.3.2 and 408.3.2.
408.3.2.1 Power Operation. Swinging doors shall be power-operated and shall
comply with ANSI/BHMA A156.19 (1997 or 2002 edition) (incorporated by
reference, see "Referenced Standards" in Chapter 1).
408.3.2.2 Duration. Power-operated swinging doors shall remain open for 20
seconds minimum when activated.
408.4 Elevator Cars. Elevator cars shall comply with 408.4.
408.4.1 Car Dimensions and Doors. Elevator cars shall provide a clear width 42
inches (1065 mm) minimum and a clear depth 54 inches (1370 mm) minimum. Car
doors shall be positioned at the narrow ends of cars and shall provide 32 inches
(815 mm) minimum clear width.
1.5
m2
Figure 408.4.1 Limited-Use/Limited-Application (LULA) Elevator Car
Dimensions
408.4.2 Floor Surfaces. Floor surfaces in elevator cars shall comply with 302
and 303.
408.4.3 Platform to Hoistway Clearance. The platform to hoistway clearance
shall comply with 407.4.3.
408.4.4 Leveling. Elevator car leveling shall comply with 407.4.4.
408.4.5 Illumination. Elevator car illumination shall comply with 407.4.5.
408.4.6 Car Controls. Elevator car controls shall comply with 407.4.6. Control
panels shall be centered on a side wall.
408.4.7 Designations and Indicators of Car Controls. Designations and
indicators of car controls shall comply with 407.4.7.
408.4.8 Emergency Communications. Car emergency signaling devices complying
with 407.4.9 shall be provided.
409 Private Residence Elevators
409.1 General. Private residence elevators that are provided within a residential
dwelling unit required to provide mobility features complying with 809.2 through
809.4 shall comply with 409 and with ASME A17.1 (incorporated by reference,
see "Referenced Standards" in Chapter 1). They shall be passenger elevators as
classified by ASME A17.1. Elevator operation shall be automatic.
409.2 Call Buttons. Call buttons shall be 3/4 inch (19 mm) minimum in the smallest
dimension and shall comply with 309.
409.3 Elevator Doors. Hoistway doors, car doors, and car gates shall comply
with 409.3 and 404.
409.3.1 Power Operation. Elevator car and hoistway doors and gates shall be
power operated and shall comply with ANSI/BHMA A156.19 (1997 or 2002 edition)
(incorporated by reference, see "Referenced Standards" in Chapter 1). Power
operated doors and gates shall remain open for 20 seconds minimum when
activated.
409.3.2 Location. Elevator car doors or gates shall be positioned at the narrow
end of the clear floor spaces required by 409.4.1.
409.4 Elevator Cars. Private residence elevator cars shall comply with 409.4.
409.4.1 Inside Dimensions of Elevator Cars. Elevator cars shall provide a clear
floor space of 36 inches (915 mm) minimum by 48 inches (1220 mm) minimum and
shall comply with 305.
409.4.2 Floor Surfaces. Floor surfaces in elevator cars shall comply with 302
and 303.
409.4.3 Platform to Hoistway Clearance. The clearance between the car platform
and the edge of any landing sill shall be 1 1/2 inch (38 mm) maximum.
409.4.4 Leveling. Each car shall automatically stop at a floor landing within a
tolerance of 1/2 inch (13 mm) under rated loading to zero loading conditions.
409.4.5 Illumination Levels. Elevator car illumination shall comply with 407.4.5.
409.4.6 Car Controls. Elevator car control buttons shall comply with 409.4.6,
309.3, 309.4, and shall be raised or flush.
409.4.6.1 Size. Control buttons shall be 3/4 inch (19 mm) minimum in their smallest
dimension.
409.4.6.2 Location. Control panels shall be on a side wall, 12 inches (305 mm)
minimum from any adjacent wall.
Figure 409.4.6.2 Location of Private Residence Elevator Control Panel
409.4.7 Emergency Communications. Emergency two-way communication systems
shall comply with 409.4.7.1 Type. A telephone and emergency signal device shall
be provided in the car.
409.4.7.2 Operable Parts. The telephone and emergency signaling device shall
comply with 309.3 and 309.4.
409.4.7.3 Compartment. If the telephone or device is in a closed compartment,
the compartment door hardware shall comply with 309.
409.4.7.4 Cord. The telephone cord shall be 29 inches (735 mm) long minimum.
410 Platform Lifts
410.1 General. Platform lifts shall comply with ASME A18.1 (1999 edition or 2003
edition) (incorporated by reference, see "Referenced Standards" in Chapter 1).
Platform lifts shall not be attendant-operated and shall provide unassisted entry
and exit from the lift.
Advisory 410.1 General. Inclined stairway chairlifts and inclined and vertical
platform lifts are available for short-distance vertical transportation. Because
an accessible route requires an 80 inch (2030 mm) vertical clearance, care
should be taken in selecting lifts as they may not be equally suitable for use by
people using wheelchairs and people standing. If a lift does not provide 80 inch
(2030 mm) vertical clearance, it cannot be considered part of an accessible
route in new construction.
The ADA and other Federal civil rights laws require that accessible features be
maintained in working order so that they are accessible to and usable by those
people they are intended to benefit. Building owners are reminded that the ASME
A18 Safety Standard for Platform Lifts and Stairway Chairlifts requires routine
maintenance and inspections. Isolated or temporary interruptions in service due
to maintenance or repairs may be unavoidable; however, failure to take prompt
action to effect repairs could constitute a violation of Federal laws and these
requirements.
410.2 Floor Surfaces. Floor surfaces in platform lifts shall comply with 302 and
303.
410.3 Clear Floor Space. Clear floor space in platform lifts shall comply with
305.
410.4 Platform to Runway Clearance. The clearance between the platform sill and
the edge of any runway landing shall be 1 inch (32 mm) maximum.
410.5 Operable Parts. Controls for platform lifts shall comply with 309.
410.6 Doors and Gates. Platform lifts shall have low-energy power-operated
doors or gates complying with 404.3. Doors shall remain open for 20 seconds
minimum. End doors and gates shall provide a clear width 32 inches (815 mm)
minimum. Side doors and gates shall provide a clear width 42 inches (1065 mm)
minimum.
EXCEPTION: Platform lifts serving two landings maximum and having doors or
gates on opposite sides shall be permitted to have self-closing manual doors or
gates.
Figure 410.6 Platform Lift Doors and
Gates
501 General 501.1 Scope. The provisions of Chapter 5 shall apply where required
by Chapter 2 or where referenced by a requirement in this document. 502
Parking Spaces
502.1 General. Car and van parking spaces shall comply with 502. Where parking
spaces are marked with lines, width measurements of parking spaces and access
aisles shall be made from the centerline of the markings.
EXCEPTION: Where parking spaces or access aisles are not adjacent to another
parking space or access aisle, measurements shall be permitted to include the
full width of the line defining the parking space or access aisle.
502.2 Vehicle Spaces. Car parking spaces shall be 96 inches (2440 mm) wide
minimum and van parking spaces shall be 132 inches (3350 mm) wide minimum,
shall be marked to define the width, and shall have an adjacent access aisle
complying with
502.3. EXCEPTION: Van parking spaces shall be permitted to be 96 inches (2440
mm) wide minimum where the access aisle is 96 inches (2440 mm) wide minimum.
Figure 502.2 Vehicle Parking Spaces
502.3 Access Aisle. Access aisles serving parking spaces shall comply with
502.3. Access aisles shall adjoin an accessible route. Two parking spaces shall
be permitted to share a common access aisle.
Figure 502.3 Parking Space Access
Aisle
502.3.1 Width. Access aisles serving car and van parking spaces shall be 60
inches (1525 mm) wide minimum.
502.3.2 Length. Access aisles shall extend the full length of the parking spaces
they serve.
502.3.3 Marking. Access aisles shall be marked so as to discourage parking in
them.
502.3.4 Location. Access aisles shall not overlap the vehicular way. Access
aisles shall be permitted to be placed on either side of the parking space
except for angled van parking spaces which shall have access aisles located on
the passenger side of the parking spaces.
502.4 Floor or Ground Surfaces. Parking spaces and access aisles serving them
shall comply with 302. Access aisles shall be at the same level as the parking
spaces they serve. Changes in level are not permitted.
EXCEPTION: Slopes not steeper than 1:48 shall be permitted.
502.5 Vertical Clearance. Parking spaces for vans and access aisles and
vehicular routes serving them shall provide a vertical clearance of 98 inches
(2490 mm) minimum.
502.6 Identification. Parking space identification signs shall include the
International Symbol of Accessibility complying with 703.7.2.1. Signs identifying
van parking spaces shall contain the designation "van accessible." Signs shall be
60 inches (1525 mm) minimum above the finish floor or ground surface measured
to the bottom of the sign.
502.7 Relationship to Accessible Routes. Parking spaces and access aisles shall
be designed so that cars and vans, when parked, cannot obstruct the required
clear width of adjacent accessible routes.
503 Passenger Loading Zones
503.2 Vehicle Pull-Up Space. Passenger loading zones shall provide a vehicular
pull-up space 96 inches (2440 mm) wide minimum and 20 feet (6100 mm) long
minimum.
503.3 Access Aisle. Passenger loading zones shall provide access aisles
complying with 503 adjacent to the vehicle pull-up space. Access aisles shall
adjoin an accessible route and shall not overlap the vehicular way.
503.3.1 Width. Access aisles serving vehicle pull-up spaces shall be 60 inches
(1525 mm) wide minimum.
503.3.2 Length. Access aisles shall extend the full length of the vehicle pull-up
spaces they serve.
503.3.3 Marking. Access aisles shall be marked so as to discourage parking in
them.
Figure 503.3 Passenger Loading Zone Access
Aisle
503.4 Floor and Ground Surfaces. Vehicle pull-up spaces and access aisles
serving them shall comply with 302. Access aisles shall be at the same level as
the vehicle pull-up space they serve. Changes in level are not permitted.
EXCEPTION: Slopes not steeper than 1:48 shall be permitted.
503.5 Vertical Clearance. Vehicle pull-up spaces, access aisles serving them,
and a vehicular route from an entrance to the passenger loading zone, and from
the passenger loading zone to a vehicular exit shall provide a vertical clearance
of 114 inches (2895 mm) minimum.
504 Stairways
504.1 General. Stairs that are part of the means of egress is required to comply
with 504
504.2 Treads and Risers. All steps on a flight of stairs shall have uniform riser
heights and uniform tread depths. Risers shall be 4 inches (100 mm) high
minimum and 7 inches (180 mm) high maximum. Treads shall be 11 inches (280 mm)
deep minimum.
504.3 Open Risers. Open risers are not permitted.
504.4 Tread Surface. Stair treads shall comply with 302. Changes in level are
not permitted.
504.5 Nosings. The radius of curvature at the leading edge of the tread shall be
1/2 inch (13 mm) maximum. Nosings that project beyond risers shall have the
underside of the leading edge curved or beveled. Risers shall be permitted to
slope under the tread at an angle of 30 degrees maximum from vertical. The
permitted projection of the nosing shall extend 1 1/2 inches (38 mm) maximum
over the tread below.
Figure 504.5 Stair
Nosings
504.6 Handrails. Stairs shall have handrails complying with 505.
504.7 Wet Conditions. Stair treads and landings subject to wet conditions shall
be designed to prevent the accumulation of water.
505 Handrails 505.1 General. Handrails provided along walking surfaces
complying with 403, required at ramps complying with 405, and required at
stairs complying with 504 shall comply with 505.
Advisory 505.1 General. Handrails are required on ramp runs with a rise greater
than 6 inches (150 mm) (see 405.8) and on certain stairways (see 504).
Handrails are not required on walking surfaces with running slopes less than 1:20.
However, handrails are required to comply with 505 when they are provided on
walking surfaces with running slopes less than 1:20 (see 403.6). Sections 505.2,
505.3, and 505.10 do not apply to handrails provided on walking surfaces with
running slopes less than 1:20 as these sections only reference requirements for
ramps and stairs.
505.2 Where Required. Handrails shall be provided on both sides of stairs and
ramps.
505.3 Continuity. Handrails shall be continuous within the full length of each stair
flight or ramp run. Inside handrails on switchback or dogleg stairs and ramps
shall be continuous between flights or runs.
505.4 Height. Top of gripping surfaces of handrails shall be 34 inches (865 mm)
minimum and 38 inches (965 mm) maximum vertically above walking surfaces, stair
nosings, and ramp surfaces. Handrails shall be at a consistent height above
walking surfaces, stair nosings, and ramp surfaces.
Figure 505.4 Handrail
Height
505.5 Clearance. Clearance between handrail gripping surfaces and adjacent
surfaces shall be 1 1/2 inches (38 mm) minimum.
Figure 505.5 Handrail
Clearance
Figure 505.6 Horizontal Projections Below
Gripping Surface
505.6 Gripping Surface. Handrail gripping surfaces shall be continuous along
their length and shall not be obstructed along their tops or sides. The bottoms
of handrail gripping surfaces shall not be obstructed for more than 20 percent
of their length. Where provided, horizontal projections shall occur 1 1/2 inches
(38 mm) minimum below the bottom of the handrail gripping surface.
505.7.1 Circular Cross Section. Handrail gripping surfaces with a circular cross
section shall have an outside diameter of 1 1/4 inches (32 mm) minimum and 2
inches (51 mm) maximum.
505.7.2 Non-Circular Cross Sections. Handrail gripping surfaces with a
non-circular cross section shall have a perimeter dimension of 4 inches (100
mm) minimum and 6 1/4 inches (160 mm) maximum, and a cross-section dimension
of 2 1/4 inches (57 mm) maximum.
Figure 505.7.2 Handrail Non-Circular Cross
Section
505.8 Surfaces. Handrail gripping surfaces and any surfaces adjacent to them
shall be free of sharp or abrasive elements and shall have rounded edges.
505.9 Fittings. Handrails shall not rotate within their fittings.
505.10 Handrail Extensions. Handrail gripping surfaces shall extend beyond and in
the same direction of stair flights and ramp runs in accordance with 505.10.
505.10.1 Top and Bottom Extension at Ramps. Ramp handrails shall extend
horizontally above the landing for 12 inches (305 mm) minimum beyond the top
and bottom of ramp runs. Extensions shall return to a wall, guard, or the landing
surface, or shall be continuous to the handrail of an adjacent ramp run.
Figure 505.10.1 Top and Bottom Handrail Extension
at Ramps
505.10.2 Top Extension at Stairs. At the top of a stair flight, handrails shall
extend horizontally above the landing for 12 inches (305 mm) minimum beginning
directly above the first riser nosing. Extensions shall return to a wall, guard, or
the landing surface, or shall be continuous to the handrail of an adjacent stair
flight.
Figure 505.10.2 Top
Handrail Extension at
Stairs
Figure 505.10.3
Bottom Handrail
Extension at Stairs
505.10.3 Bottom Extension at Stairs. At the bottom of a stair flight, handrails
shall extend at the slope of the stair flight for a horizontal distance at least
equal to one tread depth beyond the last riser nosing. Extension shall return to
a wall, guard, or the landing surface, or shall be continuous to the handrail of an
adjacent stair flight.
602 Drinking Fountains
602.2 Clear Floor Space. Units shall have a clear floor or ground space
complying with 305 positioned for a forward approach and centered on the unit.
Knee and toe clearance complying with 306 shall be provided.
EXCEPTION: A parallel approach complying with 305 shall be permitted at units
for children's use where the spout is 30 inches (760 mm) maximum above the
finish floor or ground and is 3 1/2 inches (90 mm) maximum from the front edge
of the unit, including bumpers.
602.3 Operable Parts. Operable parts shall comply with 309.
602.4 Spout Height. Spout outlets shall be 36 inches (915 mm) maximum above
the finish floor or ground.
602.5 Spout Location. The spout shall be located 15 inches (380 mm) minimum
from the vertical support and 5 inches (125 mm) maximum from the front edge of
the unit, including bumpers.
Figure 602.5 Drinking Fountain Spout
Location
602.6 Water Flow. The spout shall provide a flow of water 4 inches (100 mm)
high minimum and shall be located 5 inches (125 mm) maximum from the front of
the unit. The angle of the water stream shall be measured horizontally relative to
the front face of the unit. Where spouts are located less than 3 inches (75 mm)
of the front of the unit, the angle of the water stream shall be 30 degrees
maximum. Where spouts are located between 3 inches (75 mm) and 5 inches (125
mm) maximum from the front of the unit, the angle of the water stream shall be
15 degrees maximum.
602.7 Drinking Fountains for Standing Persons. Spout outlets of drinking
fountains for standing persons shall be 38 inches (965 mm) minimum and 43
inches (1090 mm) maximum above the finish floor or ground.
603 Toilet and Bathing Rooms
603.2 Clearances. Clearances shall comply with 603.2.
603.2.1 Turning Space. Turning space complying with 304 shall be provided within
the room.
603.2.2 Overlap. Required clear floor spaces, clearance at fixtures, and turning
space shall be permitted to overlap.
603.2.3 Door Swing. Doors shall not swing into the clear floor space or
clearance required for any fixture. Doors shall be permitted to swing into the
required turning space.
603.3 Mirrors. Mirrors located above lavatories or countertops shall be
installed with the bottom edge of the reflecting surface 40 inches (1015 mm)
maximum above the finish floor or ground. Mirrors not located above lavatories
or countertops shall be installed with the bottom edge of the reflecting surface
35 inches (890 mm) maximum above the finish floor or ground.
603.4 Coat Hooks and Shelves. Coat hooks shall be located within one of the
reach ranges specified in 308. Shelves shall be located 40 inches (1015 mm)
minimum and 48 inches (1220 mm) maximum above the finish floor.
604 Water Closets and Toilet Compartments
604.2 Location. The water closet shall be positioned with a wall or partition to
the rear and to one side. The centerline of the water closet shall be 16 inches
(405 mm) minimum to 18 inches (455 mm) maximum from the side wall or partition,
except that the water closet shall be 17 inches (430 mm) minimum and 19 inches
(485 mm) maximum from the side wall or partition in the ambulatory accessible
toilet compartment specified in 604.8.2. Water closets shall be arranged for a
left-hand or right-hand approach.
Figure 604.2 Water Closet
Location
604.3.1 Size. Clearance around a water closet shall be 60 inches (1525 mm)
minimum measured perpendicular from the side wall and 56 inches (1420 mm)
minimum measured perpendicular from the rear wall.
Figure 604.3.1 Size of Clearance at Water
Closets
604.3.2 Overlap. The required clearance around the water closet shall be
permitted to overlap the water closet, associated grab bars, dispensers,
sanitary napkin disposal units, coat hooks, shelves, accessible routes, clear
floor space and clearances required at other fixtures, and the turning space. No
other fixtures or obstructions shall be located within the required water closet
clearance.
604.4 Seats. The seat height of a water closet above the finish floor shall be 17
inches (430 mm) minimum and 19 inches (485 mm) maximum measured to the top
of the seat. Seats shall not be sprung to return to a lifted position.
604.5 Grab Bars. Grab bars for water closets shall comply with 609. Grab bars
shall be provided on the side wall closest to the water closet and on the rear
wall.
604.5.1 Side Wall. The side wall grab bar shall be 42 inches (1065 mm) long
minimum, located 12 inches (305 mm) maximum from the rear wall and extending
54 inches (1370 mm) minimum from the rear wall.
Figure 604.5.1 Side
Wall Grab Bar at Water
Closets
Figure 604.5.2 Rear
Wall Grab Bar at
Water Closets
604.5.2 Rear Wall. The rear wall grab bar shall be 36 inches (915 mm) long
minimum and extend from the centerline of the water closet 12 inches (305 mm)
minimum on one side and 24 inches (610 mm) minimum on the other side.
604.6 Flush Controls. Flush controls shall be hand operated or automatic. Hand
operated flush controls shall comply with 309. Flush controls shall be located on
the open side of the water closet except in ambulatory accessible compartments
complying with 604.8.2.
604.7 Dispensers. Toilet paper dispensers shall comply with 309.4 and shall be 7
inches (180 mm) minimum and 9 inches (230 mm) maximum in front of the water
closet measured to the centerline of the dispenser. The outlet of the dispenser
shall be 15 inches (380 mm) minimum and 48 inches (1220 mm) maximum above
the finish floor and shall not be located behind grab bars. Dispensers shall not
be of a type that controls delivery or that does not allow continuous paper flow.
Figure 604.7 Dispenser Outlet Location
604.8 Toilet Compartments. Wheelchair accessible toilet compartments shall
meet the requirements of 604.8.1 and 604.8.3. Compartments containing more
than one plumbing fixture shall comply with 603. Ambulatory accessible
compartments shall comply with 604.8.2 and 604.8.3.
604.8.1 Wheelchair Accessible Compartments. Wheelchair accessible
compartments shall comply with 604.8.1.
604.8.1.1 Size. Wheelchair accessible compartments shall be 60 inches (1525 mm)
wide minimum measured perpendicular to the side wall, and 56 inches (1420 mm)
deep minimum for wall hung water closets and 59 inches (1500 mm) deep minimum
for floor mounted water closets measured perpendicular to the rear wall.
Wheelchair accessible compartments for children's use shall be 60 inches (1525
mm) wide minimum measured perpendicular to the side wall, and 59 inches (1500
mm) deep minimum for wall hung and floor mounted water closets measured
perpendicular to the rear wall.
Figure 604.8.1.1 Size of Wheelchair Accessible Toilet
Compartment
604.8.1.2 Doors. Toilet compartment doors, including door hardware, shall
comply with 404 except that if the approach is to the latch side of the
compartment door, clearance between the door side of the compartment and any
obstruction shall be 42 inches (1065 mm) minimum. Doors shall be located in the
front partition or in the side wall or partition farthest from the water closet.
Where located in the front partition, the door opening shall be 4 inches (100
mm) maximum from the side wall or partition farthest from the water closet.
Where located in the side wall or partition, the door opening shall be 4 inches
(100 mm) maximum from the front partition. The door shall be self-closing. A
door pull complying with 404.2.7 shall be placed on both sides of the door near
the latch. Toilet compartment doors shall not swing into the minimum required
compartment area.
Figure 604.8.1.2 Wheelchair Accessible Toilet
Compartment Doors
604.8.1.3 Approach. Compartments shall be arranged for left-hand or right-hand
approach to the water closet.
604.8.1.4 Toe Clearance. The front partition and at least one side partition shall
provide a toe clearance of 9 inches (230 mm) minimum above the finish floor and
6 inches (150 mm) deep minimum beyond the compartment-side face of the
partition, exclusive of partition support members. Compartments for children's
use shall provide a toe clearance of 12 inches (305 mm) minimum above the finish
floor.
EXCEPTION: Toe clearance at the front partition is not required in a
compartment greater than 62 inches (1575 mm) deep with a wall-hung water
closet or 65 inches (1650 mm) deep with a floor-mounted water closet. Toe
clearance at the side partition is not required in a compartment greater than 66
inches (1675 mm) wide. Toe clearance at the front partition is not required in a
compartment for children's use that is greater than 65 inches (1650 mm)deep
Figure 604.8.1.4 Wheelchair Accessible Toilet Compartment Toe
Clearance
A043ANSI STANDARDS ARCHITECTCLIENT CONSTRUCTION MANAGER PROJECT DRAWING TITLE SEAL SHEET PROJECT INFO REVISIONS20011
APRIL 28, 2021AVANT PHASE IICARMEL, INEDWARD ROSEDEVELOPMENTCARMEL LLC.PERMIT SET
No. AR12000062
STATE OF
MDXELA
ARS
H
T E C TCHI
AR
STGI
R E E
DER
IANDI N A
10/11/21
380
15 max
head
end
wall
12 max
24 mincontrol
end wall
(b)
plan
back wall
610305
205-255
8-10
(a)
elevation 840-91533-36control
end
wall
head
end
wall
24 min61030512 min12 max
305
24 max
610
(b)
plan
24 min
610
8-10
205-255
(a)
elevation 840-91533-36back
wall
LC
control end
wall
48 min
1220 91536 min36
915
91536control
wall
back wall
seat
wall LC LC
LC
Note: inside finished dimensions measured at the center points
of opposing sides
60 min
1525 76076030 min30 minLC
LC
LC
back wall
Note: inside finished dimensions measured at the center
points of opposing sides
side
wall wall
side
36 min
60 min
915
1525 91536back wall
side
wall wall
sideLC LC
LC
front
wall
Note: inside finished dimensions measured at the center
points of opposing sides
18
455
control
wallseat
wall
back
wall
6 max6 max150150(a)
without
seat
(b)
with
seat
6 max
150
6 max
150
1506 max6 max
150
back wall
side
wall
side
wall
back wall
wall
side side
wall
6 maxfront wall
back wall
150
wall
side
1506 max
150
6 max
side
wall
L C 38 min96515 max
380
48 max1220side wall
back wall
27 max
685
48 max1220122048 max(b)
with seat
(a)
without seat
can be located on any wall
of shower
27 max
685
48 max1220122048 max(b)
with seat
(elevation)
(a)
with seat
(elevation)
(c)
without
seat
(plan)
back wall
wall
side
(d)
with seat
(plan)
LC 15 max
380
side
wall
side
wall
front wall
side
wall
back
wall
wall
side
back wall
front wall
(b)(a)
51
4-4.8 perimeter
100-120
2 max
512 max38 12 min3051½ min
(a)
projecting
objects
(b)
recessed
objects
15 min15-16
380380-405 17-19430-485(a)
Removable
In-Tub Seat
(b)
Permanent Seat
3 max75(a)
rectangular 3 max75(b)
L-shaped
compartment
entry
entry
compartment
15-16
380-405
64 382½ max 1½ maxseat
wall
15-16
380-405
560-585
22-23
14-15355-38064
(a)
size
2½ max 1½ max38seat
wall wall
seat
(b)
distance from wall36 max15-36380-915915(a)
top loading
(b)
front loading
16-51LIBRARY
5/8 - 2blank cell space
between words
base diameter
distance between dotsin the same cell
distance between dots
in the same cell
distance between corresponding dots
in adjacent cells
distance between corresponding dots
from one cell directly below
single braille
cell
raised dot
no raised dot
AREA OF
REFUGE
3/8 min
3/8 min
9.5
9.5
REFUGEAREA OF
AREA OF
REFUGE
48 min60 max1220152518 min
455
18 min
455
45°
centered on
tactile charactersL C 6 min150MEN not in
pictogram
field
607.4.1.1 Back Wall. Two grab bars shall be installed on the back wall, one located
in accordance with 609.4 and the other located 8 inches (205 mm) minimum and
10 inches (255 mm) maximum above the rim of the bathtub. Each grab bar shall be
installed 15 inches (380 mm) maximum from the head end wall and 12 inches (305
mm) maximum from the control end wall.
607.4.1.2 Control End Wall. A grab bar 24 inches (610 mm) long minimum shall be
installed on the control end wall at the front edge of the bathtub.
Figure 607.4.1 Grab Bars for Bathtubs with
Permanent Seats
Figure 607.4.2 Grab Bars for Bathtubs with Removable
In-Tub Seats
607.4.2 Bathtubs Without Permanent Seats. For bathtubs without permanent
seats, grab bars shall comply with 607.4.2.
607.4.2.1 Back Wall. Two grab bars shall be installed on the back wall, one
located in accordance with 609.4 and other located 8 inches (205 mm) minimum
and 10 inches (255 mm) maximum above the rim of the bathtub. Each grab bar
shall be 24 inches (610 mm) long minimum and shall be installed 24 inches (610
mm) maximum from the head end wall and 12 inches (305 mm) maximum from the
control end wall.
607.4.2.2 Control End Wall. A grab bar 24 inches (610 mm) long minimum shall be
installed on the control end wall at the front edge of the bathtub.
607.4.2.3 Head End Wall. A grab bar 12 inches (305 mm) long minimum shall be
installed on the head end wall at the front edge of the bathtub.
Figure 607.5 Bathtub Control
Location
607.5 Controls. Controls, other than drain stoppers, shall be located on an end
wall. Controls shall be between the bathtub rim and grab bar, and between the
open side of the bathtub and the centerline of the width of the bathtub. Controls
shall comply with 309.4.
607.6 Shower Spray Unit and Water. A shower spray unit with a hose 59 inches
(1500 mm) long minimum that can be used both as a fixed-position shower head
and as a hand-held shower shall be provided. The shower spray unit shall have an
on/off control with a non-positive shut-off. If an adjustable-height shower head
on a vertical bar is used, the bar shall be installed so as not to obstruct the use
of grab bars. Bathtub shower spray units shall deliver water that is 120°F (49°C)
maximum.
607.7 Bathtub Enclosures. Enclosures for bathtubs shall not obstruct controls,
faucets, shower and spray units or obstruct transfer from wheelchairs onto
bathtub seats or into bathtubs. Enclosures on bathtubs shall not have tracks
installed on the rim of the open face of the bathtub.
608 Shower Compartments
608.2 Size and Clearances for Shower Compartments. Shower compartments
shall have sizes and clearances complying with 608.2.
608.2.1 Transfer Type Shower Compartments. Transfer type shower
compartments shall be 36 inches (915 mm) by 36 inches (915 mm) clear inside
dimensions measured at the center points of opposing sides and shall have a 36
inch (915 mm) wide minimum entry on the face of the shower compartment.
Clearance of 36 inches (915 mm) wide minimum by 48 inches (1220 mm) long
minimum measured from the control wall shall be provided.
Figure 608.2.1 Transfer Type Shower Compartment Size and
Clearance
608.2.2 Standard Roll-In Type Shower Compartments. Standard roll-in type
shower compartments shall be 30 inches (760 mm) wide minimum by 60 inches
(1525 mm) deep minimum clear inside dimensions measured at center points of
opposing sides and shall have a 60 inches (1525 mm) wide minimum entry on the
face of the shower compartment.
608.2.2.1 Clearance. A 30 inch (760 mm) wide minimum by 60 inch (1525 mm) long
minimum clearance shall be provided adjacent to the open face of the shower
compartment.
Figure 608.2.2 Standard Roll-In Type Shower Compartment Size and
Clearance
608.2.3 Alternate Roll-In Type Shower Compartments. Alternate roll-in type
shower compartments shall be 36 inches (915 mm) wide and 60 inches (1525 mm)
deep minimum clear inside dimensions measured at center points of opposing
sides. A 36 inch (915 mm) wide minimum entry shall be provided at one end of the
long side of the compartment.
Figure 608.2.3 Alternate Roll-In Type Shower Compartment Size and
Clearance
608.3 Grab Bars. Grab bars shall comply with 609 and shall be provided in
accordance with 608.3. Where multiple grab bars are used, required horizontal
grab bars shall be installed at the same height above the finish floor.
608.3.1 Transfer Type Shower Compartments. In transfer type compartments,
grab bars shall be provided across the control wall and back wall to a point 18
inches (455 mm) from the control wall.
Figure 608.3.1 Grab Bars for Transfer Type
Showers
608.3.2 Standard Roll-In Type Shower Compartments. Where a seat is provided
in standard roll-in type shower compartments, grab bars shall be provided on
the back wall and the side wall opposite the seat. Grab bars shall not be
provided above the seat. Where a seat is not provided in standard roll-in type
shower compartments, grab bars shall be provided on three walls. Grab bars
shall be installed 6 inches (150 mm) maximum from adjacent walls.
Figure 608.3.2 Grab Bars for Standard Roll-In Type
Showers
608.3.3 Alternate Roll-In Type Shower Compartments. In alternate roll-in type
shower compartments, grab bars shall be provided on the back wall and the side
wall farthest from the compartment entry. Grab bars shall not be provided above
the seat. Grab bars shall be installed 6 inches (150 mm) maximum from adjacent
walls.
Figure 608.3.3 Grab Bars for Alternate Roll-In Type
Showers
608.4 Seats. A folding or non-folding seat shall be provided in transfer type
shower compartments. A folding seat shall be provided in roll-in type showers
required in transient lodging guest rooms with mobility features complying with
806.2. Seats shall comply with 610.
608.5 Controls. Controls, faucets, and shower spray units shall comply with
309.4.
608.5.1 Transfer Type Shower Compartments. In transfer type shower
compartments, the controls, faucets, and shower spray unit shall be installed on
the side wall opposite the seat 38 inches (965 mm) minimum and 48 inches (1220
mm) maximum above the shower floor and shall be located on the control wall 15
inches (380 mm) maximum from the centerline of the seat toward the shower
opening.
Figure 608.5.1 Transfer Type Shower Compartment Control
Location
608.5.2 Standard Roll-In Type Shower Compartments. In standard roll-in type
shower compartments, the controls, faucets, and shower spray unit shall be
located above the grab bar, but no higher than 48 inches (1220 mm) above the
shower floor. Where a seat is provided, the controls, faucets, and shower spray
unit shall be installed on the back wall adjacent to the seat wall and shall be
located 27 inches (685 mm) maximum from the seat wall.
Figure 608.5.2 Standard Roll-In Type Shower
Compartment Control Location
608.5.3 Alternate Roll-In Type Shower Compartments. In alternate roll-in type
shower bar, but no higher than 48 inches (1220 mm) above the shower floor.
Where a seat is provided, the controls, faucets, and shower spray unit shall be
located on the side wall shower spray unit shall be installed on the side wall
farthest from the compartment entry.
Figure 608.5.3 Alternate Roll-In Type Shower Compartment
Control Location
608.6 Shower Spray Unit and Water. A shower spray unit with a hose 59 inches
(1500 mm) long minimum that can be used both as a fixed-position shower head
and as a hand-held shower shall be provided. The shower spray unit shall have an
on/off control with a non-positive shut-off. If an adjustable-height shower head
on a vertical bar is used, the bar shall be installed so as not to obstruct the use
of grab bars. Shower spray units shall deliver water that is 120°F (49°C)
maximum.
608.7 Thresholds. Thresholds in roll-in type shower compartments shall be 1/2
inch (13 mm) high maximum in accordance with 303. In transfer type shower
compartments, thresholds 1/2 inch (13 mm) high maximum shall be beveled,
rounded, or vertical.
608.8 Shower Enclosures. Enclosures for shower compartments shall not
obstruct controls, faucets, and shower spray units or obstruct transfer from
wheelchairs onto shower seats.
609 Grab Bars
609.1 General. Grab bars in toilet facilities and bathing facilities shall comply with
609.
609.2 Cross Section. Grab bars shall have a cross section complying with
609.2.1 or 609.2.2.
609.2.1 Circular Cross Section. Grab bars with circular cross sections shall
have an outside diameter of 1 1/4 inches (32 mm) minimum and 2 inches (51 mm)
maximum.
609.2.2 Non-Circular Cross Section. Grab bars with non-circular cross sections
shall have a cross-section dimension of 2 inches (51 mm) maximum and a
perimeter dimension of 4 inches (100 mm) minimum and 4.8 inches (120 mm)
maximum.
Figure 609.2.2 Grab Bar Non-Circular
Cross Section
609.3 Spacing. The space between the wall and the grab bar shall be 1 1/2 inches
(38 mm). The space between the grab bar and projecting objects below and at
the ends shall be 1 1/2 inches (38 mm) minimum. The space between the grab bar
and projecting objects above shall be 12 inches (305 mm) minimum.
Figure 609.3 Spacing of Grab Bars
609.4 Position of Grab Bars. Grab bars shall be installed in a horizontal
position, 33 inches (840 mm) minimum and 36 inches (915 mm) maximum above the
finish floor measured to the top of the gripping surface, except that at water
closets for children's use complying with 604.9, grab bars shall be installed in a
horizontal position 18 inches (455 mm) minimum and 27 inches (685 mm) maximum
above the finish floor measured to the top of the gripping surface. The height of
the lower grab bar on the back wall of a bathtub shall comply with 607.4.1.1 or
607.4.2.1.
609.5 Surface Hazards. Grab bars and any wall or other surfaces adjacent to
grab bars shall be free of sharp or abrasive elements and shall have rounded
edges.
609.6 Fittings. Grab bars shall not rotate within their fittings.
609.7 Installation. Grab bars shall be installed in any manner that provides a
gripping surface at the specified locations and that does not obstruct the
required clear floor space.
609.8 Structural Strength. Allowable stresses shall not be exceeded for
materials used when a vertical or horizontal force of 250 pounds (1112 N) is
applied at any point on the grab bar, fastener, mounting device, or supporting
structure.
610 Seats
610.2 Bathtub Seats. The top of bathtub seats shall be 17 inches (430 mm)
minimum and 19 inches (485 mm) maximum above the bathroom finish floor. The
depth of a removable in-tub seat shall be 15 inches (380 mm) minimum and 16
inches (405 mm) maximum. The seat shall be capable of secure placement.
Permanent seats at the head end of the bathtub shall be 15 inches (380 mm)
deep minimum and shall extend from the back wall to or beyond the outer edge
of the bathtub.
Figure 610.2 Bathtub Seats
Figure 610.3 Extent of Seat
610.3 Shower Compartment Seats. Where a seat is provided in a standard roll-in
shower compartment, it shall be a folding type, shall be installed on the side wall
adjacent to the controls, and shall extend from the back wall to a point within 3
inches (75 mm) of the compartment entry. Where a seat is provided in an
alternate roll-in type shower compartment, it shall be a folding type, shall be
installed on the front wall opposite the back wall, and shall extend from the
adjacent side wall to a point within 3 inches (75 mm) of the compartment entry. In
transfer-type showers, the seat shall extend from the back wall to a point within
3 inches (75 mm) of the compartment entry. The top of the seat shall be 17
inches (430 mm) minimum and 19 inches (485 mm) maximum above the bathroom
finish floor. Seats shall comply with 610.3.1 or 610.3.2.
Figure 610.3.1 Rectangular Shower Seat
610.3.1 Rectangular Seats. The rear edge of a rectangular seat shall be 2 1/2
inches (64 mm) maximum and the front edge 15 inches (380 mm) minimum and 16
inches (405 mm) maximum from the seat wall. The side edge of the seat shall be 1
1/2 inches (38 mm) maximum from the adjacent wall.
Figure 610.3.2 L-Shaped Shower
Seat
610.3.2 L-Shaped Seats. The rear edge of an L-shaped seat shall be 2 1/2 inches
(64 mm) maximum and the front edge 15 inches (380 mm) minimum and 16 inches
(405 mm) maximum from the seat wall. The rear edge of the "L" portion of the
seat shall be 1 1/2 inches (38 mm) maximum from the wall and the front edge shall
be 14 inches (355 mm) minimum and 15 inches (380 mm) maximum from the wall.
The end of the "L" shall be 22 inches (560 mm) minimum and 23 inches maximum
(585 mm) from the main seat wall.
610.4 Structural Strength. Allowable stresses shall not be exceeded for
materials used when a vertical or horizontal force of 250 pounds (1112 N) is
applied at any point on the seat, fastener, mounting device, or supporting
structure.
611 Washing Machines and Clothes Dryers
611.2 Clear Floor Space. A clear floor or ground space complying with 305
positioned for parallel approach shall be provided. The clear floor or ground
space shall be centered on the appliance.
611.3 Operable Parts. Operable parts, including doors, lint screens, and
detergent and bleach compartments shall comply with 309.
611.4 Height. Top loading machines shall have the door to the laundry
compartment located 36 inches (915 mm) maximum above the finish floor. Front
loading machines shall have the bottom of the opening to the laundry
compartment located 15 inches (380 mm) minimum and 36 inches (915 mm)
maximum above the finish floor.
Figure 611.4 Height of Laundry Compartment
Opening
612 Saunas and Steam Rooms
612.2 Bench. Where seating is provided in saunas and steam rooms, at least one
bench shall comply with 903. Doors shall not swing into the clear floor space
required by 903.2.
612.3 Turning Space. A turning space complying with 304 shall be provided within
saunas and steam rooms
702 Fire Alarm Systems
702.1 General. Fire alarm systems shall have permanently installed audible and
visible alarms complying with NFPA 72 (1999 or 2002 edition) (incorporated by
reference, see "Referenced Standards" in Chapter 1), except that the maximum
allowable sound level of audible notification appliances complying with section
4-3.2.1 of NFPA 72 (1999 edition) shall have a sound level no more than 110 dB at
the minimum hearing distance from the audible appliance. In addition, alarms in
guest rooms required to provide communication features shall comply with
sections 4-3 and 4-4 of NFPA 72 (1999 edition) or sections 7.4 and 7.5 of NFPA
72 (2002 edition).
703 Signs
703.1 General. Signs shall comply with 703. Where both visual and tactile
characters are required, either one sign with both visual and tactile characters,
or two separate signs, one with visual, and one with tactile characters, shall be
provided.
703.2 Raised Characters. Raised characters shall comply with 703.2 and shall be
duplicated in braille complying with 703.3. Raised characters shall be installed in
accordance with 703.4.
703.2.1 Depth. Raised characters shall be 1/32 inch (0.8 mm) minimum above
their background.
703.2.2 Case. Characters shall be uppercase. 703.2.3 Style. Characters shall be
sans serif. Characters shall not be italic, oblique, script, highly decorative, or of
other unusual forms.
703.2.4 Character Proportions. Characters shall be selected from fonts where
the width of the uppercase letter "O" is 55 percent minimum and 110 percent
maximum of the height of the uppercase letter "I".
703.2.5 Character Height. Character height measured vertically from the
baseline of the character shall be 5/8 inch (16 mm) minimum and 2 inches (51 mm)
maximum based on the height of the uppercase letter "I".
Figure 703.2.5 Height of Raised
Characters
703.2.6 Stroke Thickness. Stroke thickness of the uppercase letter "I" shall be
15 percent maximum of the height of the character.
703.2.7 Character Spacing. Character spacing shall be measured between the
two closest points of adjacent raised characters within a message, excluding
word spaces. Where characters have rectangular cross sections, spacing
between individual raised characters shall be 1/8 inch (3.2 mm) minimum and 4
times the raised character stroke width maximum. Where characters have other
cross sections, spacing between individual raised characters shall be 1/16 inch
(1.6 mm) minimum and 4 times the raised character stroke width maximum at the
base of the cross sections, and 1/8 inch (3.2 mm) minimum and 4 times the raised
character stroke width maximum at the top of the cross sections. Characters
shall be separated from raised borders and decorative elements 3/8 inch (9.5
mm) minimum.
703.2.8 Line Spacing. Spacing between the baselines of separate lines of raised
characters within a message shall be 135 percent minimum and 170 percent
maximum of the raised character height. 703.3 Braille. Braille shall be
contracted (Grade 2) and shall comply with 703.3 and 703.4.
703.3.1 Dimensions and Capitalization. Braille dots shall have a domed or
rounded shape and shall comply with Table 703.3.1. The indication of an
uppercase letter or letters shall only be used before the first word of
sentences, proper nouns and names, individual letters of the alphabet, initials,
and acronyms.
Figure 703.3.1 Braille Measurement
703.3.2 Position. Braille shall be positioned below the corresponding text. If
text is multi-lined, braille shall be placed below the entire text. Braille shall be
separated 3/8 inch (9.5 mm) minimum from any other tactile characters and 3/8
inch (9.5 mm) minimum from raised borders and decorative elements.
Figure 703.3.2 Position of Braille
703.4 Installation Height and Location. Signs with tactile characters shall comply
with 703.4.
703.4.1 Height Above Finish Floor or Ground. Tactile characters on signs shall
be located 48 inches (1220 mm) minimum above the finish floor or ground
surface, measured from the baseline of the lowest tactile character and 60
inches (1525 mm) maximum above the finish floor or ground surface, measured
from the baseline of the highest tactile character.
Figure 703.4.1 Height of Tactile Characters Above Finish Floor
or Ground
703.4.2 Location. Where a tactile sign is provided at a door, the sign shall be
located alongside the door at the latch side. Where a tactile sign is provided at
double doors with one active leaf, the sign shall be located on the inactive leaf.
Where a tactile sign is provided at double doors with two active leafs, the sign
shall be located to the right of the right hand door. Where there is no wall space
at the latch side of a single door or at the right side of double doors, signs
shall be located on the nearest adjacent wall. Signs containing tactile characters
shall be located so that a clear floor space of 18 inches (455 mm) minimum by 18
inches (455 mm) minimum, centered on the tactile characters, is provided beyond
the arc of any door swing between the closed position and 45 degree open
position.
Figure 703.4.2 Location of Tactile Signs at
Doors
703.5 Visual Characters.
Visual characters shall comply with 703.5.
703.5.1 Finish and Contrast. Characters and their background shall have a
non-glare finish. Characters shall contrast with their background with either light
characters on a dark background or dark characters on a light background.
703.5.2 Case. Characters shall be uppercase or lowercase or a combination of
both.
703.5.3 Style. Characters shall be conventional in form. Characters shall not be
italic, oblique, script, highly decorative, or of other unusual forms.
703.5.4 Character Proportions. Characters shall be selected from fonts where
the width of the uppercase letter "O" is 55 percent minimum and 110 percent
maximum of the height of the uppercase letter "I".
703.5.5 Character Height. Minimum character height shall comply with Table
703.5.5. Viewing distance shall be measured as the horizontal distance between
the character and an obstruction preventing further approach towards the sign.
Character height shall be based on the uppercase letter "I".
703.5.6 Height From Finish Floor or Ground. Visual characters shall be 40
inches (1015 mm) minimum above the finish floor or ground.
703.5.7 Stroke Thickness. Stroke thickness of the uppercase letter "I" shall be
10 percent minimum and 30 percent maximum of the height of the character.
703.5.8 Character Spacing. Character spacing shall be measured between the
two closest points of adjacent characters, excluding word spaces. Spacing
between individual characters shall be 10 percent minimum and 35 percent
maximum of character height.
703.5.9 Line Spacing. Spacing between the baselines of separate lines of
characters within a message shall be 135 percent minimum and 170 percent
maximum of the character height. 703.6 Pictograms. Pictograms shall comply
with 703.6. 703.6.1 Pictogram Field. Pictograms shall have a field height of 6
inches (150 mm) minimum. Characters and braille shall not be located in the
pictogram field.
Figure 703.6.1 Pictogram Field
dark-on-light.
703.6.2 Finish and Contrast. Pictograms and their field shall have a non-glare
finish. Pictograms shall contrast with their field with either a light pictogram on
a dark field or a dark pictogram on a light field.
703.6.3 Text Descriptors. Pictograms shall have text descriptors located
directly below the pictogram field. Text descriptors shall comply with 703.2,
703.3 and 703.4.
703.7 Symbols of Accessibility. Symbols of accessibility shall comply with 703.7.
703.7.1 Finish and Contrast. Symbols of accessibility and their background shall
have a non-glare finish. Symbols of accessibility shall contrast with their
background with either a light symbol on a dark background or a dark symbol on
a light background.
35-37
890-940152560 min106542 min(b)
stall type
(a)
wall hung type
17 max
430
345
13½ min 13½ min
345
length of bathtub
12 min30 min760305
control
end wall
head
end
wall
back wall
(a)
removable in-tub seat
(b)
permanent seat
control
end wall
back wall
head
end
wall
30 min760length
of bathtub
604.8.1.5 Grab Bars. Grab bars shall comply with 609. A side-wall grab bar
complying with 604.5.1 shall be provided and shall be located on the wall closest
to the water closet. In addition, a rear-wall grab bar complying with 604.5.2 shall
be provided.
604.8.2 Ambulatory Accessible Compartments. Ambulatory accessible
compartments shall comply with 604.8.2.
604.8.2.1 Size. Ambulatory accessible compartments shall have a depth of 60
inches (1525 mm) minimum and a width of 35 inches (890 mm) minimum and 37
inches (940 mm) maximum.
604.8.2.2 Doors. Toilet compartment doors, including door hardware, shall
comply with 404, except that if the approach is to the latch side of the
compartment door, clearance between the door side of the compartment and any
obstruction shall be 42 inches (1065 mm) minimum. The door shall be self-closing.
A door pull complying with 404.2.7 shall be placed on both sides of the door
near the latch. Toilet compartment doors shall not swing into the minimum
required compartment area.
604.8.2.3 Grab Bars. Grab bars shall comply with 609. A side-wall grab bar
complying with 604.5.1 shall be provided on both sides of the compartment.
Figure 604.8.2 Ambulatory Accessible Toilet
Compartment
604.8.3 Coat Hooks and Shelves. Coat hooks shall be located within one of the
reach ranges specified in 308. Shelves shall be located 40 inches (1015 mm)
minimum and 48 inches (1220 mm) maximum above the finish floor.
604.9 Water Closets and Toilet Compartments for Children's Use. Water closets
and toilet compartments for children's use shall comply with 604.9.
604.9.1 Location. The water closet shall be located with a wall or partition to the
rear and to one side. The centerline of the water closet shall be 12 inches (305
mm) minimum and 18 inches (455 mm) maximum from the side wall or partition,
except that the water closet shall be 17 inches (430 mm) minimum and 19 inches
(485 mm) maximum from the side wall or partition in the ambulatory accessible
toilet compartment specified in 604.8.2. Compartments shall be arranged for
left-hand or right-hand approach to the water closet.
604.9.2 Clearance. Clearance around a water closet shall comply with 604.3.
604.9.3 Height. The height of water closets shall be 11 inches (280 mm) minimum
and 17 inches (430 mm) maximum measured to the top of the seat. Seats shall
not be sprung to return to a lifted position.
604.9.4 Grab Bars. Grab bars for water closets shall comply with 604.5.
604.9.5 Flush Controls. Flush controls shall be hand operated or automatic. Hand
operated flush controls shall comply with 309.2 and 309.4 and shall be installed
36 inches (915 mm) maximum above the finish floor. Flush controls shall be
located on the open side of the water closet except in ambulatory accessible
compartments complying with 604.8.2.
604.9.6 Dispensers. Toilet paper dispensers shall comply with 309.4 and shall be
7 inches (180 mm) minimum and 9 inches (230 mm) maximum in front of the water
closet measured to the centerline of the dispenser. The outlet of the dispenser
shall be 14 inches (355 mm) minimum and 19 inches (485 mm) maximum above the
finish floor. There shall be a clearance of 1 1/2 inches (38 mm) minimum below the
grab bar. Dispensers shall not be of a type that controls delivery or that does
not allow continuous paper flow.
604.9.7 Toilet Compartments. Toilet compartments shall comply with 604.8.
605 Urinals
605.2 Height and Depth. Urinals shall be the stall-type or the wall-hung type with
the rim 17 inches (430 mm) maximum above the finish floor or ground. Urinals
shall be 13 1/2 inches (345 mm) deep minimum measured from the outer face of
the urinal rim to the back of the fixture.
Figure 605.2 Height and Depth of Urinals
605.3 Clear Floor Space. A clear floor or ground space complying with 305
positioned for forward approach shall be provided.
605.4 Flush Controls. Flush controls shall be hand operated or automatic. Hand
operated flush controls shall comply with 309.
606 Lavatories and Sinks
606.2 Clear Floor Space. A clear floor space complying with 305, positioned for
a forward approach, and knee and toe clearance complying with 306 shall be
provided.
606.3 Height. Lavatories and sinks shall be installed with the front of the higher
of the rim or counter surface 34 inches (865 mm) maximum above the finish
floor or ground.
606.4 Faucets. Controls for faucets shall comply with 309. Hand-operated
metering faucets shall remain open for 10 seconds minimum.
606.5 Exposed Pipes and Surfaces. Water supply and drain pipes under
lavatories and sinks shall be insulated or otherwise configured to protect
against contact. There shall be no sharp or abrasive surfaces under lavatories
and sinks.
607 Bathtubs
607.2 Clearance. Clearance in front of bathtubs shall extend the length of the
bathtub and shall be 30 inches (760 mm) wide minimum. A lavatory complying with
606 shall be permitted at the control end of the clearance. Where a permanent
seat is provided at the head end of the bathtub, the clearance shall extend 12
inches (305 mm) minimum beyond the wall at the head end of the bathtub.
Figure 607.2 Clearance for
Bathtubs
607.3 Seat. A permanent seat at the head end of the bathtub or a removable
in-tub seat shall be provided. Seats shall comply with 610.
607.4 Grab Bars. Grab bars for bathtubs shall comply with 609 and shall be
provided in accordance with 607.4.1 or 607.4.2.
607.4.1 Bathtubs With Permanent Seats. For bathtubs with permanent seats, grab
bars shall be provided in accordance with 607.4.1.
A044ANSI STANDARDS ARCHITECTCLIENT CONSTRUCTION MANAGER PROJECT DRAWING TITLE SEAL SHEET PROJECT INFO REVISIONS20011
APRIL 28, 2021AVANT PHASE IICARMEL, INEDWARD ROSEDEVELOPMENTCARMEL LLC.PERMIT SET
No. AR12000062
STATE OF
MDXELA
ARS
H
T E C TCHI
AR
STGI
R E E
DER
IANDI N A
10/11/21
60 min
1525
40 min
1015
40 min
1015
Ref
FIG. 1004.12.1.2
U-Shaped Kitchen Clearance in Type B
Units
DW
Ref
Ref
DW
FIG. 1004.12.1.1
Minimum Kitchen Clearance in Type B
Units
1004 Type B Units
1004.1 General. Type B units shall comply with Section 1004.
1004.2 Primary Entrance. The accessible primary entrance shall be on an
accessible route from public and common areas. The primary entrance shall not
be to a bedroom unless it is the only entrance.
1004.3 Accessible Route. Accessible routes within Type B units shall comply with
Section 1004.3.
1004.3.1 Location. At least one accessible route shall connect all spaces and
elements that are a part of the unit. Accessible routes shall coincide with or be
located in the same area as a general circulation path.
EXCEPTIONS:
1. An accessible route is not required to unfinished attics and unfinished
basements that are part of the unit.
2. One of the following is not required to be on an accessible route:
2.1 A raised floor area in a portion of a living, dining, or sleeping
room; or
2.2 A sunken floor area in a portion of a living, dining, or sleeping
room; or
2.3 A mezzanine that does not have plumbing fixtures or an enclosed
habitable space.
1004.3.2 Components. Accessible routes shall consist of one or more of the
following elements: walking surfaces with a slope not steeper than 1 :20, doors
and doorways, ramps, elevators, and platform lifts.
1004.4 Walking Surfaces. Walking surfaces that are part of an accessible route
shall comply with Section 1004.4.
1004.4.1 Clear Width. Clear width of an accessible route shall comply with
Section 403.5.
1004.4.2 Changes in Level. Changes in level shall comply with Section 303.
EXCEPTION: Where exterior deck, patio or balcony surface materials are
impervious, the finished exterior impervious surface shall be 4 inches (100
mm) maximum below the floor level of the adjacent interior spaces of the
unit.
1004.5 Doors and Doorways. Doors and doorways shall comply with Section
1004.5.
1004.5.1 Primary Entrance Door. The primary entrance door to the unit shall
comply with Section 404.
EXCEPTION: Storm and screen doors serving individual dwelling or sleeping
units are not required to comply with Section 404.2.5.
1004.5.2 User Passage Doorways. Doorways intended for user passage shall
comply with Section 1004.5.2.
1004.5.2.1 Clear Width. Doorways shall have a clear opening of 31 3/4 inches
(805 mm) minimum. Clear opening of swinging doors shall be measured between
the face of the door and stop, with the door open 90 degrees.
1004.5.2.1.1 Double Leaf Doorways. Where the operable parts on an inactive leaf
of a double leaf doorway are located more than 48 inches (1220 mm) or less
than 15 inches (380 mm) above the floor, the active leaf shall provide the
clearance required by Section 1004.5.2.1.
1004.5.2.2 Thresholds. Thresholds shall comply with Section 303.
EXCEPTION: Thresholds at exterior sliding doors shall be permitted to be
3/4 inch (19 mm) maximum in height, provided they are beveled with a slope
not steeper than 1 :2.
1004.5.2.3 Automatic Doors. Automatic doors shall comply with Section 404.3.
1004.6 Ramps. Ramps shall comply with Section 405.
1004.7 Elevators. Elevators within the unit shall comply with Section 407, 408,
or 409.
1004.8 Platform Lifts. Platform lifts within the unit shall comply with Section 410.
1004.9 Operable Parts. Lighting controls, electrical switches and receptacle
outlets, environmental controls, electrical panel boards, and user controls for
security or intercom systems shall comply with Sections 309.2 and 309.3.
EXCEPTIONS:
1. Receptacle outlets serving a dedicated use.
2. Where two or more receptacle outlets are provided in a kitchen above a
length of counter top that is uninterrupted by a sink or appliance, one
receptacle outlet shall not be required to comply with Section 309.
3. Floor receptacle outlets.
4. HVAC diffusers.
5. Controls mounted on ceiling fans.
6. Controls or switches mounted on appliances.
7. Plumbing fixture controls.
8. Reset buttons and shut-offs serving appliances, piping and plumbing
fixtures.
9. Where redundant controls other than light switches are provided for a
single element, one control in each space shall not be required to be
accessible.
10. Within kitchens and bathrooms, lighting controls, electrical switches and
receptacle outlets are permitted to be located over cabinets with counter
tops 36 inches (915 mm) maximum in height and 25 1/2 inches (650 mm)
maximum in depth.
1004.10 Laundry Equipment. Washing machines and clothes dryers shall comply
with Section 1004.10.
1004.10.1 Clear Floor Space. A clear floor space complying with Section 305.3,
shall be provided. A parallel approach shall be provided for a top loading
machine. A forward or parallel approach shall be provided for a front loading
machine.
1004.11 Toilet and Bathing Facilities. Toilet and bathing fixtures shall comply with
Section 1004.11.
EXCEPTION: Fixtures on levels not required to be accessible.
1004.11.1 Grab Bar and Shower Seat Reinforcement. Reinforcement shall be
provided for the future installation of grab bars and shower seats at water
closets, bathtubs, and shower compartments. Where walls are located to permit
the installation of grab closets; bars and grab seats bars complying with Section
with Section 604.5 607.4 at water at bathtubs; and for grab bars and shower
seats complying with Sections, 608.3, 608.2.1.3, 608.2.2.3 and 608.2.3.2 at
shower compartments; reinforcement shall be provided for the future installation
of grab bars and seats complying with those requirements.
EXCEPTIONS:
1. In a room containing only a lavatory and a water closet, reinforcement is
not required provided the room does not contain the only lavatory or
water closet on the accessible level of the unit.
2. At water closets reinforcement for the side wall vertical grab bar
component required by Section 604.5 is not required.
3. At water closets where wall space will not permit a grab bar complying
with Section 604.5.2, reinforcement for a rear wall grab bar 24 inches (610
mm) minimum in length centered on the water closet shall be provided.
4. At water closets where a side wall is not available for a 42-inch (1065
mm) grab bar complying with Section 604.5.1, reinforcement for a sidewall
grab bar, 24 inches (610 mm) minimum in length, located 12 inches (305 mm)
maximum from the rear wall, shall be provided.
5. At water closets where a side wall is not available for a 42-inch (1065
mm) grab bar complying with Section 604.5.1 reinforcement for a swing-up
grab bar complying with Section 1004.11.1.1 shall be permitted.
6. At water closets where a side wall is not available for a 42-inch (1065
mm) grab bar complying with Section 604.5.1 reinforcement for two
swing-up grab bars complying with Section 1004.11.1.1 shall be permitted to
be installed in lieu of reinforcement for rear wall and side wall grab bars.
7. In shower compartments larger than 36 inches (915 mm) in width and 36
inches (915 mm) in depth reinforcement for a shower seat is not required.
1004.11.1.1 Swing-up Grab Bars. A clearance of 18 inches (455 mm) minimum from
the centerline of the water closet to any side wall or obstruction shall be
provided where reinforcement for swingup grab bars is provided. When the
approach to the water closet is from the side, the 18 inches (455 mm) minimum
shall be on the side opposite the direction of approach. Reinforcement shall
accommodate a swing-up grab bar centered 153 / 4 inches (400 mm) from the
centerline of the water closet and 28 inches (710 mm) minimum in length,
measured from the wall to the end of the horizontal portion of the grab bar.
Reinforcement shall accommodate a swing-up grab bar with a height in the down
position of 33 inches (840 mm) minimum and 36 inches (915 mm) maximum.
Reinforcement shall be adequate to resist forces in accordance with Section
609.8.
EXCEPTION: Where a water closet is positioned with a wall to the rear and
to one side, the centerline of the water closet shall be 16 inches (405 mm)
minimum and 18 inches (455 mm) maximum from the sidewall.
TYPE B UNITS RE4UIRED IN INDIANA
1004.11.2 Clear Floor Space. Clear floor spaces required by Section 1004.11.3.1
(Option A) or 1004.11.3.2 (Option 8) shall comply with Sections 1004.11 .2 and
305.3.
1004.11.2.1 Doors. Doors shall not swing into the clear floor space or clearance
for any fixture.
EXCEPTION: Where a clear floor space complying with Section 305.3, excluding
knee and toe clearances under elements, is provided within the room beyond the
arc of the door swing.
1004.11.2.2 Knee and Toe Clearance. Clear floor space at fixtures shall be
permitted to include knee and toe clearances complying with Section 306.
1004.11.3 Toilet and Bathing Areas. Either all toilet and bathing areas provided
shall comply with Section 1004.11.3.1 (Option A), or one toilet and bathing area
shall comply with Section 1004.11 .3.2 (Option B).
1004.11.3.1 Option A. Each fixture provided shall comply with Section 1004.11.3.1.
EXCEPTIONS:
1. Where multiple lavatories are provided in a single toilet and bathing area
such that travel between fixtures does not require travel through other parts of
the unit, not more than one lavatory is required to comply with Section
1004.11.3.1.
2. A lavatory and a water closet in a room containing only a lavatory and
water closet, provided the room does not contain the only lavatory or water
closet on the accessible level of the unit.
1004.11.3.1.1 Lavatory. A clear floor space complying with Section 305.3,
positioned for a parallel approach, shall be provided at a lavatory. The clear
floor space shall be centered on the lavatory.
EXCEPTION: A lavatory complying with Section 606 shall be permitted. Cabinetry
shall be permitted under the lavatory provided the following criteria are met:
(a) The cabinetry can be removed without removal or replacement of the
lavatory; and
(b) The floor finish extends under the cabinetry; and
(c) The walls behind and surrounding the cabinetry are finished.28 min710Figure 1004.11.1.1
SWING-UP GRAB BAR FOR WATER CLOSET
15 3/4
400 LC
18 min
455
18 min
455
1004.11.3.1.2 Water Closet. The water closet shall comply with Section
1004.11.3.1.2.
1004.11.3.1.2.1 Location. The centerline of the water closet shall be 16 inches
(405 mm) minimum and 18 inches (455 mm) maximum from one side of the
required clearance.
1004.11.3.1.2.2 Clearance. Clearance around the water closet shall comply with
Sections 1004.11.3.1.2.2.1 through 1004.11.3.1.2.2.3.
EXCEPTION: Clearance complying with Sections 1003.11.2.4.2 through
1003.11.2.4.4.
1004.11.3.1.2.2.1 Clearance Width. Clearance around the water closet shall be 48
inches (1220 mm) minimum in width, measured perpendicular from the side of the
clearance that is 16 inches (405 mm) minimum and 18 inches (455 mm) maximum
from the water closet centerline.
1004.11.3.1.2.2.2 Clearance Depth. Clearance around the water closet shall be 56
inches (1420 mm) minimum in depth, measured perpendicular from the rear wall.
1004.11.3.1.2.2.3 Increased Clearance Depth at Forward Approach. Where a
forward approach is provided, the clearance shall be 66 inches (1675 mm)
minimum in depth, measured perpendicular from the rear wall.
1004.11.3.1.2.2.4 Clearance Overlap. A vanity or other obstruction 24 inches
(610 mm) maximum in depth, measured perpendicular from the rear wall, shall be
permitted to overlap the required clearance, provided the width of the remaining
clearance at the water closet is 33 inches (840 mm) minimum.
1004.11.3.1.3 Bathing Fixtures. Where provided, a bathtub shall comply with
Section 1004.11.3.1.3.1 or 1004.11.3.1.3.2 and a shower compartment shall comply
with Section 1004.11.3.1.3.3.
1004.11.3.1.3.1 Parallel Approach Bathtubs. A clearance 60 inches (1525 mm)
minimum in length and 30 inches (760 mm) minimum in width shall be provided in
front of bathtubs with a parallel approach. Lavatories complying with Section
606 shall be permitted in the clearance. A lavatory complying with Section
1004.11.3.1.1 shall be permitted at one end of the bathtub if a clearance 48
inches (1220 mm) minimum in length and 30 inches (760 mm) minimum in width is
provided in front of the bathtub.
1004.11.3.1.3.2 Forward Approach Bathtubs. A clearance 60 inches (1525 mm)
minimum in length and 48 inches (1220 mm) minimum in width shall be provided in
front of bathtubs with a forward approach. A water closet and a lavatory shall
be permitted in I the clearance at one end of the bathtub.
1004.11.3.1.3.3 Shower Compartment. If a shower compartment is the only bathing
facility, the shower compartment shall have dimensions of 36 inches (915 mm)
minimum in width and 36 inches (915 mm) minimum in depth. A clearance of 48
inches (1220 mm) minimum in length, measured perpendicular from the shower
head wall, and 30 inches (760 mm) minimum in depth, measured from the face of
the shower compartment, shall be provided. Reinforcing for a shower seat is not
required in shower compartments larger than 36 inches (915 mm) in width and 36
inches (915 mm) in depth.
1004.11.3.2 Option B. One of each type of fixture provided shall comply with
Section 1004.11.3.2. The accessible fixtures shall be in a single toilet/bathing
area, such that travel between fixtures does not require travel through other
parts of the unit.
LC
24 min
610
Clear Floor Space
Figure 1004.11.3.1
LAVATORY IN TYPE B UNITS - OPTION A
BATHROOMS
1004.11.3.2.1 Lavatory. Lavatories shall comply with Sections 1004.11.3.1.1 and
1004.11.3.2.1.1.
1004.11.3.2.1.1 Height. The front of the lavatory shall be 34 inches (865 mm)
maximum above the floor, measured to the higher of the rim or counter surface.
1004.11.3.2.2 Water Closet. The water closet shall comply with Section
1004.11.3.1.2. 1004.11.3.2.3 Bathing Fixtures. The accessible bathing fixture shall
be a bathtub complying with Section 1004.11.3.2.3.1 or a shower compartment
complying with Section 1004.11.3.2.3.2.
1004.11.3.2.3.1 Bathtub. A clearance 48 inches (1220 mm) minimum in length
measured perpendicular from the control end of the bathtub, and 30 inches (760
mm) minimum in width shall be provided in front of bathtubs. 1004.11.3.2.3.2
Shower Compartment. A shower compartment shall comply with Section
1004.11.3.1.3.3.
Figure 1004.11.3.1.2
CLEARANCE AT WATER CLOSETS IN TYPE B
UNITS
Figure 1004.11.3.1.3.1
PARALLEL APPROACH BATHTUB IN TYPE B UNITS - OPTION A
BATHROOMS
1004.12 Kitchens and kitchenettes. Kitchens and kitchenettes shall comply with
Section 1004.12.
1004.12.1 Clearance. Clearance complying with Section 1004.12.1 shall be
provided.
1004.12.1.1 Minimum Clearance. Clearance between all opposing base cabinets,
counter tops, appliances, or walls within kitchen work areas shall be 40 inches
(1015mm) minimum.
1004.12.1.2 U-Shaped Kitchens. In kitchens with counters, appliances, or cabinets
on three contiguous sides, clearance between all opposing base cabinets,
countertops, appliances, or walls within kitchen work areas shall be 60 inches
(1525 mm) minimum.
1004.12.2 Clear Floor Space. Clear floor space at appliances shall comply with
Sections 1004.12.2 and 305.3.
1004.12.2.1 Sink. A clear floor space, positioned for a parallel approach to the
sink, shall be provided. The clear floor space shall be centered on the sink bowl.
EXCEPTION: A sink with a forward approach complying with Section 1003.12.4.1.
1004.12.2.2 Dishwasher. A clear floor space, positioned for a parallel or
forward approach to the dishwasher, shall be provided. The dishwasher door in
the open position shall not obstruct the clear floor space for the dishwasher.
Figure 1004.11.3.1.3.2
FORWARD APPROACH BATHTUB IN
TYPE B UNITS - OPTION A
BATHROOMS
Figure 1004.11.3.2.1
LAVATORY IN TYPE B UNITS -
OPTION B BATHROOMS
Figure 1004.11.3.1..3.3
TRANSFER TYPE SHOWER
COMPARTMENT IN TYPE B UNITS
Figure 1004.11.3.2..3.1
BATHROOM CLEARANCE IN
TYPE B UNITS - OPTION B
BATHROOMS
1004.12.2.3 Cooktop. Cooktops shall comply with Section 1004.12.2.3.
1004.12.2.3.1 Approach. A clear floor space, positioned for a parallel or forward
approach to the cooktop, shall be provided.
1004.12.2.3.2 Forward approach. Where the clear floor space is positioned for a
forward approach, knee and toe clearance complying with Section 306 shall be
provided. The underside of the cooktop shall be insulated or otherwise
configured to prevent burns, abrasions, or electrical shock.
1004.12.2.3.3 Parallel approach. Where the clear floor space is positioned for a
parallel approach, the clear floor space shall be centered on the appliance.
1004.12.2.4 Oven. A clear floor space, positioned for a parallel or forward
approach adjacent to the oven shall be provided. The oven door in the open
position shall not obstruct the clear floor space for the oven.
1004.12.2.5 Refrigerator/Freezer. A clear floor space, positioned for a parallel
approach to the refrigerator/freezer, shall be provided. The centerline of the
clear floor space shall be offset 24 inches (610 mm) maximum from the
centerline of the appliance.
1004.12.2.6 Trash Compactor. A clear floor space, positioned for a parallel or
forward approach to the trash compactor, shall be provided.
L C
16-18
405-455
Edge of
clearance, wall,
fixture or
other
obstruction
(a) Water closet location
LC
16-18
405-455
(b) Clearance Width and
Depth
48 min
122056 min1420L C
16-18
405-455
(c) Increased Clearance
Depth - Forward
Approach
48 min
122066 min1675LC
16-18
405-455
(d) Clearance with
Lavatory Overlap
33 min
840
60 min 30 min7601525control end wallhead end wallback wall
(a)
Lavatory
complying
with
Section
606
48 min 30 min7601220control end wallhead end wallback wall
(b)
Lavatory complying
with Section
1004.11.3.1.1
LC
60 min 30 min7601525control end wallhead end wallback wall
46 max1170Height
48 min
1220 91536 min36
915
91536 mincontrol
wall
back wall
seat
wall
48 min 30 min7601220control end wallhead end wallback wall
(a)(b)
A045 ARCHITECTCLIENTCONSTRUCTION MANAGERPROJECTDRAWING TITLESEALSHEETPROJECT INFOREVISIONS20011
APRIL 28, 2021AVANT PHASE IICARMEL, INEDWARD ROSEDEVELOPMENTCARMEL LLC.PERMIT SET
No. AR12000062
STATE OF
MDXELA
ARS
H
T E C TCHI
AR
STGI
R E E
DER
IANDI N AANSI STANDARDSTYPE B UNITS10/11/21
2'-6"WINDOW ELEVATIONSAND DETAILSA051
FINISHED FLOOR
EL: VARIES
SCALE:
01 WINDOW ELEVATIONS
1" = 0'-1/4"
W1 W2 W3 W4 W5 ARCHITECTCLIENT CONSTRUCTION MANAGER PROJECT DRAWING TITLE SEAL SHEET PROJECT INFO REVISIONS20011
APRIL 28, 2021AVANT PHASE IICARMEL, INEDWARD ROSEDEVELOPMENTCARMEL LLC.PERMIT SET
No. AR12000062
STATE OF
MDXELA
ARS
H
T E C TCHI
AR
STGI
R E E
DER
IANDI N A
W6
W7 W8 W9
3'-0" 8'-0"8'-0"
2'-6" 2'-6"3'-112"2'-1012" 6'-0"2'-0" 8'-0"
2'-6"3'-112"2'-1012" 1'-4"7'-4"2'-0" 9'-4"3'-112"2'-1012" 6'-0"2'-0" 2'-10" 3'-2"
6'-0"2'-10" 3'-2"3'-112"2'-1012" 1'-4"7'-4"2'-0"9'-4"3'-112"2'-1012" 6'-0"2'-0" 8'-0"8'-0"8'-0"2'-8" 2'-8"
5'-4" 3'-112"2'-1012" 6'-0"2'-0" 8'-0"1'-6" 1'-6"
10'-0"
3'-0" 6'-0"1'-6" 8'-0"3'-0"
3'-0"3'-112"2'-1012" 1'-4"7'-4"2'-0" 9'-4"3'-0"
3'-0"
6'-0"
3'-0"6"10/11/21
STOREFRONTELEVATIONSA052
G1 G2 G3 G4 G7G6G5
FINISHED FLOOR
EL: VARIES ARCHITECTCLIENT CONSTRUCTION MANAGER PROJECT DRAWING TITLE SEAL SHEET PROJECT INFO REVISIONS20011
APRIL 28, 2021AVANT PHASE IICARMEL, INEDWARD ROSEDEVELOPMENTCARMEL LLC.PERMIT SET
No. AR12000062
STATE OF
MDXELA
ARS
H
T E C TCHI
AR
STGI
R E E
DER
IANDI N A
G8 G9 G102"2'-0"2" 5" TYP. 10" TYP. 2"
3'-0"
2"9'-4"2"
6'-0"2"2'-0"2" 6'-4"9'-4"2"
4'-0"
2"
4'-0"
2"
4'-0"
2"
12'-8"2"2'-0"2"5'-0" 2" 1'-8"2"9'-4"2"
4'-0"
2"
4'-0"
2"
4'-0"
2"2"5'-8"2"1'-10"2"12'-8"8'-0"2"
3'-7"
2"
3'-7"
2"
7'-8"2"2'-0"2"4'-10"2"1'-10"2"9'-4"2"
3'-11"
2"
3'-11"
2"
8'-4"2"5'-8"2"1'-10"2"8'-0"2"
2'-11"
2"
2'-11"
2"
6'-4"2"5'-8"2"1'-10"2"8'-0"2"
2'-101116"
2"
2'-101116"
8"
3'-8316"2"
3'-0" 3'-212"2"3'-212"
412"
23'-9"2"2'-0"2"4'-10"2"1'-10"2"9'-4"41 2" 4"
59'-712"2"2'-0"2" 4'-10"2"1'-10"2"9'-4"3'-4"
G11 G12 G13 2"3'-8"2" 14'-0"4'-0"2"
2'-118"2"
3'-7"
2"
2'-0"
2"
3'-7"
2"
3'-7"
2"
2'-0"
2"
3'-7"
2"
1'-578"
2"
27'-0"
2"4'-5116"2"
4'-0"
2"
2'-01516"
2"
11'-2"2"3'-8"2"4'-0"14'-0"2"
4'-0"
2"
4'-0"
2"
4'-0"
2"
14'-1916"2"3'-8"2"4'-0"14'-0"G14 G15
2"
2'-11"
2" 9'-4"2'-11"
2"
6'-4"9'-4"7'-8"9'-4" 12'-8" 6'-0"3'-4"2'-0"3'-4"7'-4"G16 G17 G18 2"1'-0" 2" 5'-10"2"2"1'-0"2" 5'-10"2" 1'-10"2"2"
3'-7"
2"
3'-7"
2"
2"
4'-0"
2"
4'-0"
2"
4'-0"
2" 2"1'-0"2" 5'-10"2" 1'-10"2"2"
3'-0"
2"2" 5'-8"2"2"
3'-0"
2"2"1'-10"2"5'-0"2"2'-0" 2" 1'-10"G19 G20 G21 G22
3'-4" 7'-2"2"
3'-0"
2" 7'-0"2"7'-2"2" 2"1'-10" 2"4'-10"5'-0"
2"
1'-6"
2"
3'-0"
2" 7'-2"2" 2"1'-10" 2"4'-10"6'-6"
2"
3'-0"
2"
3'-0"
2"7'-2"2" 2"1'-10" 2"4'-10"6'-6"
2"
3'-0"
2"
3'-0"
2"
G23 G242"1'-10"2"7'-2"2"
3'-6"
2"9'-4"3'-10"
3'-0"
5" TYP.
3'-0"
2"N O T U S E D10" TYP.3'-0" 3'-11916" 2"
4'-2"
2"
2'-2"
2" 5'-714" 2" 5'-314" 2"
2'-2"
2"
1'-33 4 "
2" 2"
1'-33 4"
2"
2'-2"
2"
4'-11"
2"
4'-11"
2"
1'-8" 8" 5'-214" 2"5'-314"5" TYP. 10" TYP. 2"
G25
SCALE:
01 STOREFRONT ELEVATIONS
1" = 0'-1/4"
5" TYP.10" TYP.2"
3'-7" 2"
1'-3916"10" TYP.10" TYP.10" TYP.10" TYP.10" TYP.3'-4" 7'-2"2"
3'-0"
2" 7'-0"2"5" TYP.10" TYP.5" TYP. 5" TYP. 5" TYP. 5" TYP.2" 3'-8" 2" 14'-0"4'-0" 2"
1'-11316"2"
3'-7"
2"
2'-0"
2"
3'-7"
2"
3'-7"
2"
2'-0"
2"
3'-7"
2"
1'-71316"
2"
27'-0"
2"
3'-7"
10/11/21
ARCHITECTCLIENT CONSTRUCTION MANAGER PROJECT DRAWING TITLE SEAL SHEET PROJECT INFO REVISIONS20011
APRIL 28, 2021AVANT PHASE IICARMEL, INEDWARD ROSEDEVELOPMENTCARMEL LLC.PERMIT SET
No. AR12000062
STATE OF
MDXELA
ARS
H
T E C TCHI
AR
STGI
R E E
DER
IANDI N A
A053WINDOW SECTIONDETAILSSCALE:
01 SECTION DETAIL_MASONRY
APARTMENT WINDOW
3" = 1'-0"
HEAD DETAIL
SILL DETAIL
GWB
RETURN
STRUCTURAL
HEADER, REFER
TO STRUCTURAL
DRAWINGS
EXTEND THRU-WALL
FLASHING UP FACE OF
SHEATHING 12" MIN.
TROWEL MORTAR TO
CREATE POSITIVE
DRAINAGE
14"
MORTAR NET
LAP WEATHER
BARRIER OVER LINTEL
CELL VENTS & WEEP
HOLES @ 24" O.C.
HORIZONTALLY
STEEL LINTEL, REFER TO
STRUCTURAL DRAWINGS
CAULK AND SEAL @
WINDOW FRAMECONTINUOUS
SEALANT
3"4"1"
THRU-WALL FLASHING
CELL VENTS & WEEP
HOLES @ 24" O.C.
BACKER ROD &
SEALANT
CONTINUOUS
SELF-ADHERING
MEMBRANE. LAP OVER
WINDOW NAILING FIN
SELF-ADHERING SILL
FLASHING
CAST STONE SILL W/
DRIP EDGE
1"512"CONTINUOUS
SEALANT
1x WOOD TRIM,
PAINTED
1x_ WOOD SILL,
PAINTED
SCALE:
02 SECTION DETAIL_FIBER CEMENT
APARTMENT WINDOW
3" = 1'-0"
HEAD DETAIL
SILL DETAIL
GWB
RETURN
STRUCTURAL
HEADER, REFER
TO STRUCTURAL
DRAWINGS
CONTINUOUS
SELF-ADHERING
MEMBRANE. LAP OVER
WINDOW NAILING
FLANGE
DRIP CAP, FRY
REGLET OR EQUALCONTINUOUS
SEALANT
CAULK & SEAL AT
WINDOW FRAME
SELF-ADHERING SILL
FLASHING
1" 512"CONTINUOUS
SEALANT
1x WOOD TRIM,
PAINTED
1x_ WOOD SILL,
PAINTED
SCALE:
03 SECTION DETAIL_ACM PANELS
STOREFRONT WINDOW
3" = 1'-0" 12"JAMB DETAILJAMB DETAIL
HEAD DETAIL
SILL DETAIL
STOREFRONT
ASSEMBLY, PER
SCHEDULE
STOREFRONT
ASSEMBLY, PER
SCHEDULE
TERMINATION TRIM
PIECE, PER ACM PANEL
MANUFACTURER
1x_ WOOD TRIM,
PAINTED
2x6 TREATED
SILL PLATE
CONTINU0US
SEALANT
CONTINUOUS SEALANT,
3/8"
TERMINATION TRIM PIECE
W/ DRIP EDGE, PER ACM
PANEL MANUFACTURER
CONTINUOUS
SEALANT
GWB RETURN
CONTINUOUS SELF-ADHERING
MEMBRANE
STRUCTURAL
HEADER, REFER
TO STRUCTURAL
DRAWINGS
12"CONTINUOUS SEALANT,
3/8"
JAMB DETAIL
TERMINATION TRIM
PIECE, PER ACM PANEL
MANUFACTURER
CONTINUOUS SEALANT,
3/8"
STOREFRONT
ASSEMBLY, PER
SCHEDULE
CONTINU0US
SEALANT
GWB RETURN
LAP WEATHER
BARRIER OVER
SELF-ADHERING
MEMBRANE
CONTINUOUS SEALANT,
3/8"
CONTINU0US
SEALANT
GWB RETURN
2x6 STUD
FRAMING, REFER
TO STRUCTURAL
DRAWINGS
2x6 STUD
FRAMING, REFER
TO STRUCTURAL
DRAWINGS12" 1 2"2" SELF-ADHERING
MEMBRANE CONTINU0US
SEALANT
GWB RETURN
2x6 STUD
FRAMING, REFER
TO STRUCTURAL
DRAWINGS 2" SELF-ADHERING
MEMBRANE
BACKER ROD &
SEALANT
MASONRY CORNER
RETURN TO SHEATHING
STONE SILL, BELOW
LAP WEATHER
BARRIER OVER
SELF-ADHERING
MEMBRANE
SCALE:
04 SECTION DETAILS_FIBER CEMENT
STOREFRONT SYSTEMS
3" = 1'-0"
HEAD DETAIL
JAMB DETAIL
SILL DETAIL
LAP WEATHER BARRIER
OVER SELF-ADHERING
MEMBRANE
CONTINU0US SEALANT
GWB RETURN
2x6 STUD
FRAMING, REFER
TO STRUCTURAL
DRAWINGS
SELF-ADHERING
MEMBRANE
STOREFRONT
ASSEMBLY, PER
SCHEDULE
SELF-ADHERING
SILL FLASHING
STOREFRONT
ASSEMBLY, PER
SCHEDULE
WINDOW REVEAL- 1"
DEEP J-MOLD, FRY
REGLET OR EQUAL,
WITH SEALANT CANT
BEAD @ PANEL
CONTINUOUS SEALANT,
3/8"
1x_ WOOD TRIM,
PAINTED
CONTINU0US
SEALANT
2x6 TREATED
SILL PLATE
SELF-ADHERING
SILL FLASHING
STOREFRONT
ASSEMBLY, PER
SCHEDULECONTINUOUS
SEALANT
GWB RETURN
CONTINUOUS SELF-ADHERING
MEMBRANE
STRUCTURAL
HEADER, REFER
TO STRUCTURAL
DRAWINGS
12"DRIP CAP, FRY
REGLET OR EQUAL
CONTINUOUS SEALANT,
3/8"
TERMINATION J-TRIM, FRY
REGLET OR EQUAL
TERMINATION J-TRIM, FRY
REGLET OR EQUAL
10/11/21
ARCHITECTCLIENT CONSTRUCTION MANAGER PROJECT DRAWING TITLE SEAL SHEET PROJECT INFO REVISIONS20011
APRIL 28, 2021AVANT PHASE IICARMEL, INEDWARD ROSEDEVELOPMENTCARMEL LLC.PERMIT SET
No. AR12000062
STATE OF
MDXELA
ARS
H
T E C TCHI
AR
STGI
R E E
DER
IANDI N A
A061DOOR SCHEDULE10/11/21
D1
F1F2 SEE SCHEDULESEE
SCHEDULE
HOLLOW METAL
MASONRY FRAME
WITH 4" HEAD
HOLLOW METAL
FRAME WITH 2" HEAD
2"SEE
SCHEDULE 2"SEE SCHEDULE4"2"SEE
SCHEDULE 2" SEE SCHEDULE2"UD1 SEE SCHEDULESEE
SCHEDULE
10"SIMILAR TO MASONITE MOLDED 20
MINUTE RATED, "CRAFTSMAN STYLE",
LINCOLN PARK SERIES, WITH 10"
BOTTOM RAIL
UD2 SEE SCHEDULESEE
SCHEDULE
SIMILAR TO MASONITE
HOLLOW CORE MOLDED
PANEL DOOR, "CRAFTSMAN"
STYLE, LINCOLN PARK
SERIES
UD3 SEE SCHEDULESEE
SCHEDULE
SIMILAR TO MASONITE
EXTERIOR FIBERGLASS DOOR
- "VISTAGRANDE" - SMOOTH -
CLEAR GLASS WITHOUT
DIVIDED LITE
TO BE PAINTED - COLOR TBD
USED FOR W1 & W8 ON A051
UD4
SEE
SCHEDULE
SEE SCHEDULEOVERHEAD DOOR- SIM. TO
THERMACORE FLUSH PANEL
DOOR, COLOR TBD
D2
HOLLOW METAL
DOOR WITH 4" x 25"
VIEWING PANESEE SCHEDULESEE
SCHEDULE
4"2'-1"HOLLOW METAL
FLUSH DOOR
D3
F3
HOLLOW METAL DOUBLE
EGRESS FRAME
258" SEE
SCHEDULE 258" SEE SCHEDULE258"SEE SCHEDULESEE SCHEDULE
"BARN DOOR" SIMILAR TO
MASONITE HOLLOW CORE
MOLDED PANEL DOOR,
"CRAFTSMAN" STYLE,
LINCOLN PARK SERIES
5"5"10" D4 SEE SCHEDULESEE
SCHEDULE
10" SIMILAR TO MASONITE MOLDED 60
MINUTE RATED, "CRAFTSMAN STYLE",
LINCOLN PARK SERIES, WITH 10"
BOTTOM RAIL
USE AT ALL GARAGE DOOR
LOCATIONS
UD5 SEE SCHEDULESEE
SCHEDULE
SIMILAR TO MASONITE
HOLLOW CORE MOLDED
PANEL DOOR, "CRAFTSMAN"
STYLE, LINCOLN PARK
SERIES
UD6 SEE SCHEDULESEE
SCHEDULE
SIMILAR TO MASONITE
EXTERIOR FIBERGLASS DOOR
- "VISTAGRANDE" - SMOOTH -
CLEAR GLASS WITHOUT
DIVIDED LITE
TO BE PAINTED - COLOR TBD
USED FOR W1 & W8 ON A051
5" 5"10" SCALE:
01 FRAME ELEVATIONS
DOOR AND
1/4" = 1'-0"
SCALE:
02 UNIT DOOR ELEVATIONS
1/4" = 1'-0"ARCHITECTCLIENT CONSTRUCTION MANAGER PROJECT DRAWING TITLE SEAL SHEET PROJECT INFO REVISIONS20011
APRIL 28, 2021AVANT PHASE IICARMEL, INEDWARD ROSEDEVELOPMENTCARMEL LLC.PERMIT SET
No. AR12000062
STATE OF
MDXELA
ARS
H
T E C TCHI
AR
STGI
R E E
DER
IANDI N A
A062DOOR & FRAMEELEVATIONS10/11/21
SCALE:
01 WOOD WALLS
HOLLOW METAL FRAME DETAILS AT
3" = 1'-0"2" REFERENCE WALL TYPES
CONTINUOUS SEALANT AT
PERIMETER, BOTH SIDES
WOOD STUD ANCHOR
VARIES
JAMB DETAIL
HEAD DETAIL
REFERENCE WALL TYPES
HEADER PER
STRUCTURAL DRAWINGS
2"CONTINUOUS SEALANT AT
PERIMETER, BOTH SIDES
WOOD STUD ANCHOR
VARIES
STUDS AT JAMB PER
STRUCTURAL DRAWINGS
CONTINUOUS SEALANT AT
PERIMETER, BOTH SIDES
HEADER PER
STRUCTURAL DRAWINGS
CONTINUOUS SEALANT AT
PERIMETER, BOTH SIDES
SCALE:
02 WOOD WALLS
DOOR DETAILS AT
3" = 1'-0"
JAMB DETAIL
HEAD DETAIL
1x4 WOOD TRIM
1x4 WOOD TRIM
REFERENCE WALL TYPES
STUDS AT JAMB PER
STRUCTURAL DRAWINGS
CONTINUOUS SEALANT AT
PERIMETER, BOTH SIDES
REFERENCE WALL TYPES
HEADER PER
STRUCTURAL DRAWINGS
CONTINUOUS SEALANT AT
PERIMETER, BOTH SIDES
SCALE:
03 CORRIDOR WALLS
DOOR DETAILS AT
3" = 1'-0"
JAMB DETAIL
HEAD DETAIL
1x4 FIRE-RATED WOOD
FRAME ASSEMBLY
1x4 FIRE-RATED WOOD
FRAME ASSEMBLY
3 12" VARIES 3 12"VARIES
3 12" 7316" 3 12"7316"
STUDS AT JAMB PER
STRUCTURAL DRAWINGS ARCHITECTCLIENT CONSTRUCTION MANAGER PROJECT DRAWING TITLE SEAL SHEET PROJECT INFO REVISIONS20011
APRIL 28, 2021AVANT PHASE IICARMEL, INEDWARD ROSEDEVELOPMENTCARMEL LLC.PERMIT SET
No. AR12000062
STATE OF
MDXELA
ARS
H
T E C TCHI
AR
STGI
R E E
DER
IANDI N A
A063DOOR DETAILSW3
W3
12"TYP.
12"TYP.
10/11/21
UPUPARCHITECTCLIENT CONSTRUCTION MANAGER PROJECT DRAWING TITLE SEAL SHEET PROJECT INFO REVISIONS20011
OCT. 06, 2021AVANT PHASE IICARMEL, INEDWARD ROSEDEVELOPMENTCARMEL LLC.FOR CONSTRUCTION
No. AR12000062
STATE OF
MDXELA
ARS
H
T E C TCHI
AR
STGI
R E E
DER
IANDI N A
A101FIRST FLOOROVERALLBUILDING PLANSCALE:
01 FIRST FLOOR OVERALL BUILDING PLAN
3/32" = 1'-0"
03
A301
04
A301
01
A201
04
A201
03
A201
01
A202
02
A201
05
A201
03
A202
02
A202
01
A420
01
A421
WATER
W101
MECH
M1O1
DEMARC
D101
ELEC.
E101
ELEC.
E102
STAIR
S101
STAIR
S102
REST.
RR101
REST.
RR102 NORTHCORRIDORNC101EAST
CORRIDOR
EC101SOUTHCORRIDORSC101WEST
CORRIDOR
WC101
EAST
CORRIDOR
EC101
01
A452
AREA CAREA C
AREA BAREA B
AREA BAREA AAREA BAREA A116'-61116"330'-678"206'-378"78'-61116"144'-112"210'-6"48'-112"9'-312"
GARAGE
G113
406 RSF
GARAGE
G114
437 RSF
GARAGE
G115
337 RSF
GARAGE
G116
441 RSF
GARAGE
G117
328 RSF
GARAGE
G118
405 RSF
GARAGE
G112
429 RSF
GARAGE
G111
328 RSF
GARAGE
G110
440 RSF
GARAGE
G109
328 RSF
GARAGE
G108
441 RSF
GARAGE
G107
328 RSF
GARAGE
G106
450 RSF
APT 119.2
TYPE B1
119.2
1,154 RSF
APT 121.2
TYPE A1a
121.2
750 RSF
APT 123.2
TYPE B1
123.2
1,154 RSF
APT 127.2
TYPE A1a
127.2
750 RSF
APT 113.2
TYPE B1
113.2
1,154 RSF
APT 115.2
TYPE A1a
115.2
750 RSF
APT 117.2
TYPE B1
117.2
1,154 RSF
APT 111.2
TYPE A1
111.2
750 RSF
APT 109.2
TYPE A1a
109.2
750 RSF
APT 107.2
TYPE A1a
107.2
750 RSF
GARAGE
G105
443 RSF
GARAGE
G104
340 RSF
GARAGE
G103
410 RSF
GARAGE
G102
437 RSF
GARAGE
G101
336 RSF
APT 105.2
TYPE C1
105.2
1,531 RSF
APT 103.2
TYPE C2
103.2
1,663 RSF
APT 101.2
TYPE A1a
101.2
750 RSF
01
A453
W5p
W5 W3W3pW3W3pW3 W3
W4p
W4
W4p
W4
W4W3p W3pW3W3W3W3
W3
W3W5W5pW5
W4W4pW4W4pW5
W4
W4p
W4
W4
W4p
W3
W3
W3p
W3pW3pW3W3pW3 W3W1
W4
W4p
W4
02
A303
A302
01
A302
02
A302
03
A302
04
W3
W4
W4
W4p
W3W3W4
W4p
W5
W5p
W3W3W3W3W3W3W3W3W4
W4p
W4
W4p
W4
W4p
W4
W4pW5W3
W3
W3
W3
W3W3W3W3W3W3W3 W1W1 W1 W1 W1 W1 W1 W1 W1
W1 W1
W1
EW2a
EW2aAPT 125.2
TYPE C1
125.2
1,531 RSF
APT 129.2
TYPE A2
129.2
875 RSF
W3
W3
W3p
W3p
W3W3
W5W5pW5FITNESS
F101
905 RSF
MAIL ROOM
MR101
396 RSF
COWORKING
CW101
2,004 RSF
BIKE
STORAGE
BS101
836 RSF W4W3
01
A451
38'-2"
01
A301
02
A301
01
A303
03
A303
TRUE
NORTH
1 ASI 02 10.06.2021
1
10/11/21
UPARCHITECTCLIENT CONSTRUCTION MANAGER PROJECT DRAWING TITLE SEAL SHEET PROJECT INFO REVISIONS20011
OCT. 06, 2021AVANT PHASE IICARMEL, INEDWARD ROSEDEVELOPMENTCARMEL LLC.FOR CONSTRUCTION
No. AR12000062
STATE OF
MDXELA
ARS
H
T E C TCHI
AR
STGI
R E E
DER
IANDI N A
A101-AFIRST FLOORBUILDING PLAN-AREA ASCALE:
01 FIRST FLOOR BUILDING PLAN- AREA A
1/8" = 1'-0"
W5
G24
W3
BIKE
STORAGE
BS101
STAIR
S102
01
A452
W3
W5
G1
W1
NORTHCORRIDORNC101EAST
CORRIDOR
EC101
W3
APT 119.2
TYPE B1
119.2
1,154 RSF
W3
W5
W1
W3
W5
W1
W3 W3
W5
W1
APT 121.2
TYPE A1
121.2
750 RSF
APT 123.2
TYPE B1
123.2
1,154 RSF
APT 127.2
TYPE A1
127.2
750 RSF
6'-012" 6'-6"AREA BAREA AAREA BAREA AEW2a
EW1EW1
EW2a
EW1EW1EW1 EW1BS101b G113aG114aG115aG116aG117aG118aNC101aEC101e
G113b G114b
G115b
G116b
G117b
G118b
EW2aEW2aEW1 EW1EW1 EW1EW1
EW1EW1EW1
EW2a01
A201
04
A201
02
A202
05
A201
03
A201
03
A441
04
A441
TRUE
NORTH
01
A303
02
A303
A302
04
A302
01
A302
02
(64) BIKE HANGERS
0'-0"
0'-0"
0'-0"
0'-0"
0'-0" 0'-0" -0'-4"-0'-4"-0'-4"-0'-4"-0'-4"-0'-4"20'-0" TYP.BS101aEW1
APT 125.2
TYPE C1
125.2
1,531 RSF EW2aEW1
EW2a
EW3 EW2bEW2b
W5
W5
G5 G5 G5
G3
W5
105'-1012"
31'-10"
26'-614" 5'-33 4"
6"
6'-912"6"5'-714"5'-514"
6"
7'-2" 7'-112" 6"5'-814" 5'-814"
6"
7'-4" 13'-0" 7'-212"
7'-312"11'-012"15'-312" 11'-412"
6"
28'-612"
7'-3916"
38'-2"
6"13'-4716" 16'-6"
6"48'-712"47'-712"6"6"116'-61116"15'-434"6"7'-038"7'-518" 514"5'-534" 5'-91316" 12'-5316" 6'-6" 7'-2" 514"5'-6"5'-634" 612"6'-1" 11'-4316"6'-11316"612"4'-1134" 5'-5116"1316"8'-6" 8'-6" 1316"11'-3916"14'-114" 11'-034"24'-8"10'-41316"17'-238" 143'-11516"
36'-2"
1316"
5'-10"9'-8" 9'-8" 5'-8"
1316"
2'-01316"
3'-01316"1'-238"
5'-8916"5'-9"
514"
7'-4" 13'-0" 6'-912"
514"
5'-8" 5'-6"
514"
7'-2" 7'-112"
514"
5'-9" 5'-9"
514"
7'-4" 13'-0" 7'-83 4"
11'-5916"28'-0" 11'-2" 15'-2" 11'-6" 28'-6"
APT 129.2
TYPE A2
129.2
875 RSF
GARAGE
G113
406 RSF
GARAGE
G114
437 RSF
GARAGE
G115
337 RSF
GARAGE
G116
441 RSF
GARAGE
G117
328 RSF
GARAGE
G118
405 RSF
11
A440
12
A44001
A441
02
A441
W5W5
EW2a EW2aEW2aEW2b6'-012"
G1 NC101b
1 ASI 02 10.06.2021
1
10/11/21
ARCHITECTCLIENT CONSTRUCTION MANAGER PROJECT DRAWING TITLE SEAL SHEET PROJECT INFO REVISIONS20011
OCT. 06, 2021AVANT PHASE IICARMEL, INEDWARD ROSEDEVELOPMENTCARMEL LLC.FOR CONSTRUCTION
No. AR12000062
STATE OF
MDXELA
ARS
H
T E C TCHI
AR
STGI
R E E
DER
IANDI N A
A101-BFIRST FLOORBUILDING PLAN-AREA B117'-6316"7'-178" 6'-5116" 7'-2"514" 5'-6" 5'-8" 514" 7'-112" 7'-2" 514" 5'-6" 5'-8" 514"7'-112" 7'-2"514"5'-6" 5'-512"10'-1112"114'-11"54'-11"9'-312" 11'-8"37'-5"5'-534"5'-814"6"7'-4" G2
ELEC.
E101
ELEC.
E102
G2
EAST
CORRIDOR
EC101
W5W5W5
W3W3 W3 W3
G2
G2
W1W1 W1
DEMARC
D101
W3
APT 113.2
TYPE B1
113.2
1,154 RSF
APT 115.2
TYPE A1a
115.2
750 RSF
APT 117.2
TYPE B1
117.2
1,154 RSF
01
A421
COWORKING
CW101
W3
W5
W3
W5
W3
W5
W1
W1
W1
APT 111.2
TYPE A1
111.2
750 RSF
APT 109.2
TYPE A1a
109.2
750 RSF
APT 107.2
TYPE A1a
107.2
750 RSF
01
A420
MAIL ROOM
MR101
MECH
M101
FITNESS
F101
5'-514" 5'-434"
10'-10"
6'-6"35'-11" AREA BAREA AAREA BAREA AAREA C
AREA B
AREA C
AREA B
EW1EW1EW1EW1EW3EW1
EW1
EW1
EW1EW1
EW1EW1
EW1EW1EW1GARAGE
G105
443 RSF
GARAGE
G104
340 RSF
E101G112aG111aG110aG109aG108aG107aG106aEC101a EC101bEC101c EC101d G112b
G111b
G110b
G109b
G108b
G107b
G106b G105bG104bEW1EW1EW1D101
01
A453
EW1
EW2a EW2aEW2a
EW1EW1EW1EW1EW1EW1 EW1 EW1
6"6"01
A201
03
A301
04
A301
01
A301
02
A301
01
A202
04
A201
02
A201
03
A440
04
A440
05
A440
01
A442
TRUE
NORTH
EW2a
6"
7'-2" 7'-112" 6"5'-514"
6"
7'-2" 7'-112"
6"
5'-714" 5'-514"
6"
7'-2" 7'-112"
6"
5'-714" 5'-514"
6"
7'-2" 7'-112"
6" 514"15'-2" 11'-2" 15'-2" 11'-2" 14'-0 516"10'-41 8" 7'-758"7'-858" 7'-758" 2'-038"2'-038" 29'-1"2'-038" 514"EW2a EW2aEW2a
A302
03
0'-0"-0'-4"5'-7 14" 5'-10"0'-0"-0'-4"0'-0" -0'-4"0'-0" -0'-4"0'-0" -0'-4"0'-0" -0'-4"0'-0" -0'-4"0'-0" -0'-4"
0'-0" -0'-4"20'-0" TYP.20'-0" TYP.
SCALE:
01 FIRST FLOOR BUILDING PLAN- AREA B
1/8" = 1'-0"
15'-312" 11'-012" 15'-312" 11'-012" 15'-312" 11'-012" 15'-312" 1'-178"2'-038" EW1EW1EW2aEW2a
187'-11316"
11'-212"28'-0"11'-2" 15'-2" 11'-6"27'-1114" 16'-3916"
614"
11'-212"
514"
7'-4"13'-0" 6'-912"
514"
5'-8" 5'-6"
514"
7'-2" 7'-112"
514"
5'-9" 5'-9"
514"
7'-4" 13'-0" 7'-2" 12'-634"
3'-81316"
1'-178"64'-1134"
11'-138"
2'-038"2'-038"
9'-518" 11'-618"
2'-038"
12'-358"
2'-038"
10'-558"
2'-038"
GARAGE
G112
429 RSF
GARAGE
G111
328 RSF
GARAGE
G110
440 RSF
GARAGE
G109
328 RSF
GARAGE
G108
441 RSF
GARAGE
G107
328 RSF
GARAGE
G106
450 RSF
EW2a EW2aEW2a EW2aEW2aEW2a
03
A303
G104a
G105a
EC101SC1016'-538"6'-6"1
1 ASI 02 10.06.2021
1
10/11/21
UPARCHITECTCLIENT CONSTRUCTION MANAGER PROJECT DRAWING TITLE SEAL SHEET PROJECT INFO REVISIONS20011
OCT. 06, 2021AVANT PHASE IICARMEL, INEDWARD ROSEDEVELOPMENTCARMEL LLC.FOR CONSTRUCTION
No. AR12000062
STATE OF
MDXELA
ARS
H
T E C TCHI
AR
STGI
R E E
DER
IANDI N A
A101-CFIRST FLOORBUILDING PLAN-AREA CSCALE:
01 FIRST FLOOR BUILDING PLAN- AREA C
1/8" = 1'-0"
W3
W5
W5
W5
G3
G5
W5
W3W5
W5
W5
W1
W1 W1
W9
W9
WATER
W101
STAIR
S101
SOUTHCORRIDORSC101WEST
CORRIDOR
WC101
G5
G5
01
A451
W5
APT 105.2
TYPE C1
105.2
1,531 RSF
APT 103.2
TYPE C2
103.2
1663 RSF
APT 101.2
TYPE A1a
101.2
750 RSF
18'-0" 8'-6" 9'-012"89'-1316"2" 5'-414" 5'-414" 2"6'-2" 11'-4" 5'-813 16" 6'-0 716" 9'-8" 9'-8" 5'-10"23'-41316" 1'-238"35'-912"28'-612" 13'-0" 7'-212" 89'-812"7'-4"6"5'-814" 5'-8916" 12'-438" 21'-3716" 9'-0"6"11'-41316" 49'-9316"6'-012"6'-6"6'-4"6" 312"AREA C
AREA B
AREA C
AREA B
EW2b
EW1
EW1EW2aEW1
EW2b
EW2b
EW1
EW1
EW1
EW1
GARAGE
G103
410 RSF
GARAGE
G102
437 RSF
GARAGE
G101
336 RSF
G101a
SC101G103b G102bG101bEW1
EW2a EW301
A202
02
A201
03
A202
06
A440
07
A440
TRUE
NORTH
EW2b EW2bEW2a
6"
7'-112"7'-2"
114"
5'-10" 5'-1034"
212"
6'-1" 11'-4316"
14'-1034"11'-834" 24'-0"
212"
6'-4516"5'-334" 5'-5116" 8'-6" 8'-6"
1316"
10'-10" 17'-1316"
78'-61116"10'-812" 0'-0"
-0'-4"
0'-0"
-0'-4"
0'-0"
-0'-4"
20'-0" TYP.1316"EW1EW1
1316" EW2aEW2a
EW2a
EW3EW3
4'-5 7 8" G102a
G103a
W101EW1 6'-738"1 ASI 02 10.06.2021
1
1
10/11/21
DNUPDNUPARCHITECTCLIENT CONSTRUCTION MANAGER PROJECT DRAWING TITLE SEAL SHEET PROJECT INFO REVISIONS20011
OCT. 06, 2021AVANT PHASE IICARMEL, INEDWARD ROSEDEVELOPMENTCARMEL LLC.FOR CONSTRUCTION
No. AR12000062
STATE OF
MDXELA
ARS
H
T E C TCHI
AR
STGI
R E E
DER
IANDI N A
A102SECOND FLOOROVERALLBUILDING PLANSCALE:
01 SECOND FLOOR OVERALL BUILDING PLAN
3/32" = 1'-0"
DATA
D201
MECH
M2O1
MECH
M202
DATA
D202
ELEC.
E201
STAIR
S201
STAIR
S202
WEST
CORRIDOR
WC201
SOUTHCORRIDORSC201EAST
CORRIDOR
EC201 NORTHCORRIDORNC20102
A451
02
A452
APT 201.2
TYPE A1a
201.2
750 RSF
APT 203.2
TYPE C2
203.2
1,663 RSF
38'-2"116'-61116"330'-658"
78'-61116"144'-6516"210'-1316"48'-6516"5'-0" 15'-1118"
W5p
W5 W3W3pW3 W3p W3 W3
W4p
W4
W4p
W4
W4W3p W3pW3 W3 W3 W3
W3
W3W5W5pW5
W4W4pW4W4pW5
W5p
W4
W4p
W4
W4
W4p
W3
W3
W3p
W3pW3pW3W3pW3 W3W1
W4W4
W4p
W4
APT 205.2
TYPE C1
205.2
1,531 RSF
APT 202.2
TYPE B1
202.2
1,154 RSF
APT 207.2
TYPE A1a
207.2
750 RSF
APT 209.2
TYPE A1a
209.2
750 RSF
APT 211.2
TYPE A1
211.2
750 RSF
APT 213.2
TYPE B3
213.2
1,399 RSF
APT 215.2
TYPE A1
215.2
750 RSF
APT 204.2
TYPE B1
204.2
1,154 RSF
APT 206.2
TYPE B2
206.2
1,093 RSF
APT 208.2
TYPE A1
208.2
750 RSF
APT 217.2
TYPE B1
217.2
1,154 RSF
APT 210.2
TYPE A1
210.2
750 RSF
APT 219.2
TYPE A1a
219.2
750 RSF
APT 212.2
TYPE A1
212.2
750 RSF
APT 221.2
TYPE B1
221.2
1,154 RSF
APT 214.2
TYPE A1
214.2
750 RSF
APT 223.2
TYPE B1
223.2
1,154 RSF
APT 216.2
TYPE B1
216.2
1,154 RSF
APT 225.2
TYPE A1a
225.2
750 RSF
APT 218.2
TYPE A1
218.2
750 RSF
APT 220.2
TYPE B1
220.2
1,154 RSF
APT 227.2
TYPE B1
227.2
1,154 RSF
APT 229.2
TYPE C2
229.2
1,663 RSF
APT 231.2
TYPE A1a
231.2
750 RSF
APT 233.2
TYPE A2
233.2
875 RSF
W3W3
W3
W3p
W3W4
W4
W4p
W3pW3 W3W4
W4p
W5
W5
W5p
W4
W3
W3W4W4pW4W3
W3pW3W3W3W3p
W3 W3 W3W3W3W3W3W4
W4p
W4
W4p
W4
W4p
W4
W4p
W3W3
W3p
W3
W4
W4p W3W3W3
W3p
W3W4W4pW5W3
W3p
W3
W4W3
W3p
W3
01
A453
AREA CAREA C
AREA BAREA B
206'-358"W5pW1W4p AREA BAREA AAREA BAREA A03
A301
04
A301
01
A201
04
A201
03
A201
01
A202
02
A201
05
A201
03
A202
02
A202
02
A303
A302
01
A302
02
A302
03
A302
04
01
A301
02
A301
01
A303
03
A303
TRUE
NORTH
1
1 ASI 02 10.06.2021
10/11/21
DNUPARCHITECTCLIENT CONSTRUCTION MANAGER PROJECT DRAWING TITLE SEAL SHEET PROJECT INFO REVISIONS20011
OCT. 06, 2021AVANT PHASE IICARMEL, INEDWARD ROSEDEVELOPMENTCARMEL LLC.FOR CONSTRUCTION
No. AR12000062
STATE OF
MDXELA
ARS
H
T E C TCHI
AR
STGI
R E E
DER
IANDI N A
A102-ASECOND FLOORBUILDING PLAN-AREA ASCALE:
01 SECOND FLOOR BUILDING PLAN- AREA A
1/8" = 1'-0"AREA BAREA AAREA BAREA AW4
W4
G4
G6
W1
W6
G6 G6
W4
W4
W1
W4
W1
W4
W1
W2 W2 W2 W2 W2
W2
W4W4 W4
W2 W2 W2 W2
W1 W1
W4
W2
STAIR
S202
W4
W4
W1
W1
W2
W4
02
A452
38'-2"
6" 6"
104'-111116"
27'-9" 12'-2" 14'-578" 11'-1018" 27'-378" 11'-41316"
13'-0" 7'-4" 6'-1116" 5'-33 4"
APT 216.2
TYPE B1
216.2
1,154 RSF
APT 218.2
TYPE A1
218.2
750 RSF
APT 220.2
TYPE B1
220.2
1,154 RSF
APT 223.2
TYPE B1
223.2
1,154 RSF
APT 225.2
TYPE A1a
225.2
750 RSF
APT 227.2
TYPE B1
227.2
1,154 RSF
APT 229.2
TYPE C2
229.2
1,663 RSF
APT 231.2
TYPE A1a
231.2
750 RSF
APT 233.2
TYPE A2
233.2
875 RSF
16'-6" 13'-4716" 7'-3916"6'-6"6'-012"EW2bEW2bEW3EW3
EW1
EW2a EW2a EW2bEW2bEW2bEC201
01
A201
04
A201
02
A202
05
A201
03
A201
EW1
EW2a
EW1
EW2a
EW1EW1EW2aEW2a EW1EW1
EW2b
EW1
EW1
04
A441
2
A441
TRUE
NORTH
02
A303
A302
04
A302
01
A302
02
01
A303 EW2a EW2aEW1116'-61116"15'-434"11'-3916"14'-114" 11'-034"24'-8"10'-5116" 17'-218" 6"7'-038"7'-518" 514"5'-534" 5'-91316" 6'-6" 7'-2" 514"5'-6" 5'-634"612"6'-1" 11'-4316"6'-11316"612"4'-1134" 5'-5516"1516"8'-6" 8'-6" 1316"143'-11516"
36'-214"
1'-178"
11'-51316"28'-0" 11'-2" 15'-2" 11'-6" 28'-6"
1316"
5'-10"9'-8" 9'-8" 5'-178" 5'-81316" 5'-9"
514"
7'-4" 13'-0" 6'-912"
514"
5'-8" 5'-6"
514"
7'-2" 7'-112"
514"
5'-9" 5'-9"
514"
7'-4" 13'-0" 7'-83 4" 12'-5316" 1316"
6'-912"
1316"
6'-0116"5'-10116"
1316"
7'-2"7'-112"
1316"
6'-1116" 6'-01516"
1316"
7'-418" 13'-0" 7'-212"
1316"46'-1034"46'-434"6"6'-7916"EW35'-9316" EW2bEW3
EW2a EW2a EW2aW1
EW2a EW2a EW2aEW2a EW2a EW2aEW2aEW2a
EW2a EW2aEW2aEW2a EW2aEW2aEW2a
1
1 ASI 02 10.06.2021
10/11/21
39'-312"ARCHITECTCLIENT CONSTRUCTION MANAGER PROJECT DRAWING TITLE SEAL SHEET PROJECT INFO REVISIONS20011
OCT. 06, 2021AVANT PHASE IICARMEL, INEDWARD ROSEDEVELOPMENTCARMEL LLC.FOR CONSTRUCTION
No. AR12000062
STATE OF
MDXELA
ARS
H
T E C TCHI
AR
STGI
R E E
DER
IANDI N A
A102-BSECOND FLOORBUILDING PLAN-AREA BSCALE:
01 SECOND FLOOR BUILDING PLAN- AREA B
1/8" = 1'-0"AREA BAREA AAREA BAREA AAREA C
AREA B
AREA C
AREA B
W4
W1
W4
W1
W4
W2 W2 W2 W2
APT 217.2
TYPE B1
217.2
1,154 RSF
APT 219.2
TYPE A1a
219.2
750 RSF
APT 221.2
TYPE B1
221.2
1,154 RSF
APT 210.2
TYPE A1
210.2
750 RSF
APT 208.2
TYPE A1
208.2
750 RSF
APT 212.2
TYPE A1
212.2
750 RSF
APT 214.2
TYPE A1
214.2
750 RSF
W4
W2 W2
W1 W1
MECH
M202
W4
G7 G4
G6
DATA
D202
ELEC.
E201
W1
W4
W1
W2
G6
G6
W2
W2
W7
W8
W7
W4
W1 W1
MECH
M2O1
W2
W4
W4
W4
W2
W2
W2
W1
W1
APT 215.2
TYPE A1
215.2
750 RSF
APT 213.2
TYPE B3
213.2
1,399 RSF
APT 211.2
TYPE A1
211.2
750 RSF
APT 206.2
TYPE B2
206.2
1,093 RSF
APT 204.2
TYPE B1
204.2
1,154 RSF
APT 209.2
TYPE A1a
209.2
750 RSF
APT 207.2
TYPE A1a
207.2
750 RSF
8'-112"11'-4"7'-714"6'-6"6'-6"EW4bEW3EW2a EW1EW2aEW4a
EW3EW1EW1EW1EW2aEW2a
EW4b
EW4b
EW3
EW2aEW2aEW1
EW1
EW2aEW2a
EW2a
EW2b
EW2bEW2a
EW2aEW2bEW2bEW2bEC201
M202 M201SC201D202
E201
01
A453
EW2aEW2aEW2aEW2a
03
A301
04
A301
01
A301
02
A301
EW2a EW2aEW2a EW2aEW2a EW2aEW2a EW2a4'-10"EW2a01
A201
01
A202
04
A201
02
A201
07
A441
08
A441
03
A440
04
A440
05
A440
05
A441
TRUE
NORTHEW2aEW2aEW2a A302
03
W4
W2
W1
W4
W2
W1
W4
W2 W2
W1
EW2a
W2
W1
187'-41116"117'-2716"105'-112"
14'-578" 11'-1018" 14'-578" 11'-1018" 14'-578" 11'-1018" 14'-578" 11'-758"
1316"
7'-112"7'-2"
1316"
5'-10116" 6'-0116"
1316"
7'-112" 7'-2"
1316"
5'-10116" 6'-0116"
1316"
7'-112" 7'-2"
1316"
5'-10116" 6'-0116"
1316"
7'-112" 7'-2"
1316"
5'-10116" 5'-9916"11'-1158"27'-378"5'-10916"6'-1116"1316"7'-4"13'-0" 6'-912" 1316"11'-212"28'-0"11'-2" 15'-2" 11'-6" 27'-1114" 16'-3916" 27'-0" 10'-10116"16'-618"
11'-212"
514"
7'-4"13'-0" 6'-912"
514"
5'-8" 5'-6"
514"
7'-2" 7'-112"
514"
5'-9" 5'-9"
514"
7'-4" 13'-0" 7'-2" 12'-634"
3'-81316"
1'-178"
10'-7516"
5'-1516" 5'-6"
514"
7'-2" 11'-1034" 7'-034"
514"
5'-3" 5'-7116"
1316"
8'-2" 8'-2"
1516"
3'-11116"3'-11116"29'-0" 2'-0"7'-3" 1'-178"13'-8516" 11'-10" 14'-6" 11'-10" 14'-6" 11'-514"1516" 5'-9116" 9'-8" 9'-8" 3'-10" 6'-5116" 7'-2" 114" 5'-10" 6'-0" 114" 7'-112" 7'-2" 114" 5'-10" 6'-0" 114" 7'-112" 7'-2" 114"5'-10" 5'-714"EW4bEW2a EW1EW2a
03
A303
1
1 ASI 02 10.06.2021
10/11/21
DNUPARCHITECTCLIENT CONSTRUCTION MANAGER PROJECT DRAWING TITLE SEAL SHEET PROJECT INFO REVISIONS20011
OCT. 06, 2021AVANT PHASE IICARMEL, INEDWARD ROSEDEVELOPMENTCARMEL LLC.FOR CONSTRUCTION
No. AR12000062
STATE OF
MDXELA
ARS
H
T E C TCHI
AR
STGI
R E E
DER
IANDI N A
A102-CSECOND FLOORBUILDING PLAN-AREA CSCALE:
01 SECOND FLOOR BUILDING PLAN- AREA C
1/8" = 1'-0"
AREA C
AREA B
AREA C
AREA B
W2
G4
G6
W2
W4
W4
W6
W6 W1
W2
W2
W4
W1
W1
W4 W4
W4
G6
G6
W4
W4
W1
DATA
D201
STAIR
S201
APT 203.2
TYPE C2
203.2
1,663 RSF
APT 201.2
TYPE A1a
201.2
750 RSF
APT 205.2
TYPE C1
205.2
1,531 RSF
APT 202.2
TYPE B1
202.2
1,154 RSF6'-4"6'-6"
EW2b
02
A451
EW1EW1EW2b
EW1
EW2aEW2a
EW1
EW1
SC201D201
01
A202
02
A201
03
A202
EW1EW1EW2b
EW2a EW106
A440
07
A440
09
A441
TRUE
NORTH
78'-6716"
17'-218" 10'-41316" 24'-8" 11'-03 4" 15'-234"
1516"
8'-6" 8'-6"
1316"
5'-5116" 4'-1134"
612"
6'-11316" 11'-4316" 6'-1"
612"
5'-634" 5'-6"
514"
7'-2" 7'-112"
6"89'-41516"35'-912"23'-9116"10'-012" 18'-8" 1516"5'-10"9'-8" 9'-8" 1'-178"5'-9116" 11'-4" 6'-2" 6"5'-014"5'-014" 6"8'-6" 9'-012" 712" 89'-31116"37'-4"12'-5316" 11'-958" 27'-878" 6"9'-0"27'-10" 5'-8916" 6'-1116"1316"7'-4" 13'-0" 7'-212" 1316" W4
EW2b
EW2b
EW2aEW2a6'-0716" EW2b EW3EW3
4'-578" EW2aEW2a EW2a1 ASI 02 10.06.2021
1
10/11/21
DNUPDNUPARCHITECTCLIENT CONSTRUCTION MANAGER PROJECT DRAWING TITLE SEAL SHEET PROJECT INFO REVISIONS20011
OCT. 06, 2021AVANT PHASE IICARMEL, INEDWARD ROSEDEVELOPMENTCARMEL LLC.FOR CONSTRUCTION
No. AR12000062
STATE OF
MDXELA
ARS
H
T E C TCHI
AR
STGI
R E E
DER
IANDI N A
A103THIRD FLOOROVERALLBUILDING PLANSCALE:
01 THIRD FLOOR OVERALL BUILDING PLAN
3/32" = 1'-0"
DATA
D301
MECH
M3O1
MECH
M302
DATA
D302
ELEC.
E301
STAIR
S301
STAIR
S302
WEST
CORRIDOR
WC301
SOUTHCORRIDORSC301EAST
CORRIDOR
EC301 NORTHCORRIDORNC30103
A451
03
A452
38'-2"116'-61116"330'-658"206'-358"78'-61116"144'-6516"210'-1316"48'-6516"5'-0"15'-1118"
APT 303.2
TYPE C2
303.2
1,663 RSF
APT 301.2
TYPE A1a
301.2
750 RSF
APT 305.2
TYPE C1
305.2
1,531 RSF
APT 302.2
TYPE B1
302.2
1,154 RSF
APT 307.2
TYPE A1a
307.2
750 RSF
APT 309.2
TYPE A1a
309.2
750 RSF
APT 311.2
TYPE A1
311.2
750 RSF
APT 313.2
TYPE B3
313.2
1,399 RSF
APT 315.2
TYPE A1
315.2
750 RSF
APT 304.2
TYPE B1
304.2
1,154 RSF
APT 306.2
TYPE B2
306.2
1,093 RSF
APT 317.2
TYPE B1
317.2
1,154 RSF
APT 308.2
TYPE A1
308.2
750 RSF
APT 310.2
TYPE A1
310.2
750 RSF
APT 319.2
TYPE A1a
319.2
750 RSF
APT 312.2
TYPE A1
312.2
750 RSF
APT 321.2
TYPE B1
321.2
1,154 RSF
APT 314.2
TYPE A1
314.2
750 RSF
APT 316.2
TYPE B1
316.2
1,154 RSF
APT 323.2
TYPE B1
323.2
1,154 RSF
APT 325.2
TYPE A1a
325.2
750 RSF
APT 318.2
TYPE A1
318.2
750 RSF
APT 327.2
TYPE B1
327.2
1,154 RSF
APT 320.2
TYPE B1
320.2
1,154 RSF
APT 329.2
TYPE C2
329.2
1,663 RSF
APT 331.2
TYPE A1a
331.2
750 RSF
APT 333.2
TYPE A2
333.2
875 RSF
01
A453
AREA CAREA C
AREA BAREA B
AREA BAREA AAREA BAREA AW5p
W5 W3W3pW3 W3p W3 W3
W4p
W4
W4p
W4
W4W3p W3pW3 W3 W3 W3
W3
W3W5W5pW5
W4W4pW4W4pW5
W5p
W4
W4p
W4
W4
W4p
W3
W3
W3p
W3pW3pW3W3pW3 W3W1
W4W4
W4p
W4
W3W3
W3
W3p
W3W4
W4
W4p
W3pW3W3W4
W4p
W5
W5
W5p
W4
W3
W3W4W4pW4W3
W3pW3W3W3W3p
W3 W3 W3W3W3W3W3W4
W4p
W4
W4p
W4
W4p
W4
W4p
W3W3
W3p
W3
W4
W4p W3W3W3
W3p
W3W4W4pW5W3
W3p
W3
W4W3
W3p
W3
W5pW1W4p
03
A301
04
A301
01
A201
04
A201
03
A201
01
A202
02
A201
05
A201
03
A202
02
A202
02
A303
A302
01
A302
02
A302
03
A302
04
01
A301
02
A301
01
A303
03
A303
TRUE
NORTH
1 ASI 02 10.06.2021
1
10/11/21
DNUPARCHITECTCLIENT CONSTRUCTION MANAGER PROJECT DRAWING TITLE SEAL SHEET PROJECT INFO REVISIONS20011
OCT. 06, 2021AVANT PHASE IICARMEL, INEDWARD ROSEDEVELOPMENTCARMEL LLC.FOR CONSTRUCTION
No. AR12000062
STATE OF
MDXELA
ARS
H
T E C TCHI
AR
STGI
R E E
DER
IANDI N A
A103-ATHIRD FLOORBUILDING PLAN-AREA ASCALE:
01 THIRD FLOOR BUILDING PLAN- AREA A
1/8" = 1'-0"
STAIR
S302
EAST
CORRIDOR
EC301 NORTHCORRIDORNC301APT 316.2
TYPE B1
316.2
1,154 RSF
APT 318.2
TYPE A1
318.2
750 RSF
APT 320.2
TYPE B1
320.2
1,154 RSF
APT 323.2
TYPE B1
323.2
1,154 RSF
APT 325.2
TYPE A1a
325.2
750 RSF
APT 327.2
TYPE B1
327.2
1,154 RSF
APT 329.2
TYPE C2
329.2
1,663 RSF
APT 331.2
TYPE A1a
331.2
750 RSF
APT 333.2
TYPE A2
333.2
875 RSF
03
A452
EC301
02
A442
04
A441
2
A441
TRUE
NORTH6'-6"6'-012"AREA BAREA AAREA BAREA A38'-2"
6"6"
104'-111116"
7'-212"
27'-9" 12'-2" 14'-578" 11'-101 8" 27'-3 78" 11'-41316"
5'-33 4"
16'-6" 13'-4 716" 7'-3916"
1316"116'-61116"15'-434"11'-3916"14'-114" 11'-034"24'-8"10'-41316" 17'-238" 6"7'-038"7'-518" 514"5'-534" 5'-91316" 6'-6" 7'-2" 514"5'-6" 5'-634"612"6'-1" 11'-4316"6'-11316"612"4'-1134" 5'-5116"1316"8'-6"8'-6" 1316"143'-11516"
36'-214"
1'-178"
11'-51316" 28'-0" 11'-2" 15'-2" 11'-6" 28'-6"
1316"
5'-10"9'-8" 9'-8" 5'-81316"5'-9"
514"
7'-4" 13'-0" 6'-912"
514"
5'-8" 5'-6"
514"
7'-2" 7'-112"
514"
5'-9" 5'-9"
514"
7'-4" 13'-0" 7'-212"
614" 12'-5316" W4
W4
G4
G6
W1
W6
G6 G6
W4
W4
W1
W4
W1
W4
W1
W2 W2 W2 W2 W2
W2
W4W4 W4
W2 W2W2W2 W1
W4
W2
W4
W4
W1
W1
W2
W4 EW2bEW2bEW1
EW2a EW2bEW2bEW2bW5
EW1
EW2a
EW1
EW2a
EW2a EW1EW1EW2aEW2a
EW2aEW1EW1
EW2aEW2b
EW1
EW1
EW2a EW2aEW2a
EW3
EW2aEW2a EW101
A201
04
A201
02
A202
05
A201
03
A201
02
A303
A302
04
A302
01
A302
02
01
A303 EW2a46'-1034"46'-434"6"6'-7916"6'-1116"
1316"
7'-4"13'-0" 6'-912"
1316"
6'-0116"5'-10116"
1316"
7'-2"7'-112"
1316"
6'-1116" 6'-01516"
1316"
7'-418" 13'-0"
5'-178" EW35'-9316" EW2bEW2a EW2a EW2aEW2aEW2a
W1
EW2a
W1 EW2a1 ASI 02 10.06.2021
1
10/11/21
ARCHITECTCLIENT CONSTRUCTION MANAGER PROJECT DRAWING TITLE SEAL SHEET PROJECT INFO REVISIONS20011
OCT. 06, 2021AVANT PHASE IICARMEL, INEDWARD ROSEDEVELOPMENTCARMEL LLC.FOR CONSTRUCTION
No. AR12000062
STATE OF
MDXELA
ARS
H
T E C TCHI
AR
STGI
R E E
DER
IANDI N A
A103-BTHIRD FLOORBUILDING PLAN-AREA BSCALE:
01 THIRD FLOOR BUILDING PLAN- AREA B
1/8" = 1'-0"
APT 317.2
TYPE B1
317.2
1,154 RSF
APT 319.2
TYPE A1a
319.2
750 RSF
APT 321.2
TYPE B1
321.2
1,154 RSF
APT 310.2
TYPE A1
310.2
750 RSF
APT 308.2
TYPE A1
308.2
750 RSF
APT 312.2
TYPE A1
312.2
750 RSF
APT 314.2
TYPE A1
314.2
750 RSF
MECH
M302
DATA
D302
ELEC.
E301
MECH
M3O1
APT 315.2
TYPE A1
315.2
750 RSF
APT 313.2
TYPE B3
313.2
1,399 RSF
APT 311.2
TYPE A1
311.2
750 RSF
APT 306.2
TYPE B2
306.2
1,093 RSF
APT 304.2
TYPE B1
304.2
1,154 RSF
APT 309.2
TYPE A1a
309.2
750 RSF
APT 307.2
TYPE A1a
307.2
750 RSF
EC301
M302 M301SC30101
A453
D302
E301
07
A441
08
A441
03
A440
04
A440
05
A440
01
A442
TRUE
NORTH8'-112"11'-4"7'-714"6'-6" AREA BAREA AAREA BAREA AAREA C
AREA B
AREA C
AREA B
W4
W1
W4
W1
W4
W2 W2 W2 W2
W4
W2W2
W1 W1
W4
G7 G4
G6
W1
W4
W1
W2
G6
G6
W2
W2
W7
W8
W7
W4
W1 W1
W2
W4
W4
W4
W2
W2
W2
W1
W1
W4
W2
W1
W4
W2
W1
W4
W2 W1
EW4bEW3EW2a
EW1EW2aEW4a EW3EW1EW1EW1EW2aEW2a
EW4b
EW4b
EW3
EW2aEW2aEW1
EW1
EW2aEW2a
EW2a
EW2b
EW2bEW2a
EW2aEW2bEW2bEW2bEW2aEW2a EW2aEW2a
EW2a EW2aEW2aEW2aEW2a
EW2a 39'-312"8'-112"11'-4"6'-6"6'-6"
4'-10"
187'-41116"117'-2716"105'-21116"
14'-578" 11'-1018" 14'-578" 11'-1018" 14'-578" 11'-1018" 14'-578" 11'-758"
1316"
1316"
7'-112"7'-2"
1316"
5'-10116" 6'-0116"
1316"
7'-112" 7'-2"
1316"
5'-10116" 6'-0116"
1316"
7'-112" 7'-2"
1316"
5'-10116" 6'-0116"
1316"
7'-112" 7'-2"
1316"
5'-10116" 5'-9916"
1316"11'-1158"27'-378" 5'-10916"6'-1116" 1316"7'-4" 13'-0" 6'-912" 1316"11'-212"28'-0" 11'-2" 15'-2" 11'-6" 27'-1114" 16'-3916" 26'-4" 11'-2116"16'-618"
5'-9"
514"
7'-4" 13'-0" 6'-912"
514"
5'-8" 5'-6"
514"
7'-2" 7'-112"
514"
5'-9" 5'-9"
514"
7'-4" 13'-0" 7'-2" 12'-634"
3'-81316"
1'-178"
10'-11516"
5'-1516" 5'-10"
114"
7'-2" 11'-1034" 7'-034"
114"
5'-7" 5'-7116"
1316"
8'-2" 8'-2"
1516"
3'-11116"3'-11116"29'-0" 2'-0"7'-3" 1'-178"13'-8516" 11'-1114" 14'-434" 11'-10" 14'-6" 11'-514"1516" 5'-91 16" 9'-8" 9'-8" 3'-10" 6'-5 116" 7'-2" 114" 5'-10" 6'-0" 114" 7'-112" 7'-2" 114" 5'-10" 6'-0" 1 14"7'-112" 7'-2" 114"5'-10" 5'-714"5'-512"
03
A301
04
A301
01
A301
02
A301
01
A201
01
A202
04
A201
02
A201
A302
03
EW2a
03
A303 EW2aEW2a EW2aEW2aEW2a EW2aEW2aEW2a EW2aEW2a05
A441
1 ASI 02 10.06.2021
1
10/11/21
DNUPARCHITECTCLIENT CONSTRUCTION MANAGER PROJECT DRAWING TITLE SEAL SHEET PROJECT INFO REVISIONS20011
OCT. 06, 2021AVANT PHASE IICARMEL, INEDWARD ROSEDEVELOPMENTCARMEL LLC.FOR CONSTRUCTION
No. AR12000062
STATE OF
MDXELA
ARS
H
T E C TCHI
AR
STGI
R E E
DER
IANDI N A
A103-CTHIRD FLOORBUILDING PLAN-AREA CSCALE:
01 THIRD FLOOR BUILDING PLAN- AREA C
1/8" = 1'-0"
DATA
D301
STAIR
S301
WEST
CORRIDOR
WC301
SOUTHCORRIDORSC301APT 303.2
TYPE C2
303.2
1,663 RSF
APT 301.2
TYPE A1a
301.2
750 RSF
APT 305.2
TYPE C1
305.2
1,531 RSF
APT302.2
TYPE B1
302.2
1,154 RSF
03
A451
D301
SC30106
A440
07
A440
09
A441
TRUE
NORTH
AREA C
AREA B
AREA C
AREA B 6'-4"6'-6"
78'-61116"
17'-238" 10'-41316" 24'-8" 11'-03 4" 15'-234"
1316"
8'-6" 8'-6"
1316"
5'-5116" 4'-1134"
612"
6'-11316" 11'-4316" 6'-1"
612"
5'-634" 5'-6"
514"
7'-2" 7'-112"
6"89'-1316"35'-912"23'-81316"10'-012" 18'-4" 1316"5'-10"9'-8" 9'-8" 1'-238"5'-81316" 11'-4" 6'-2" 6"5'-014"5'-014" 6"8'-6" 9'-8" 89'-31116"37'-4"12'-5316" 11'-958" 27'-878" 6"9'-0"27'-10" 5'-8916" 6'-1116"1316"7'-4" 13'-0" 7'-31116" EW2b
EW2a
EW1EW2aEW2aEW1EW2bEW2b
EW2b
EW1
EW2aEW2a
EW1 EW1EW1EW2b
EW2a EW1W2
G4
G6
W2
W4
W4
W6
W6 W1
W2
W2
W4
W1
W1
W4W4
W4
G6
G6
W4
W4
W1
W4
01
A202
02
A201
03
A202
EW2a 6'-0716" EW2b EW3EW3EW3 4'-578" 1 ASI 02 10.06.2021
1
10/11/21
DNDNARCHITECTCLIENT CONSTRUCTION MANAGER PROJECT DRAWING TITLE SEAL SHEET PROJECT INFO REVISIONS20011
APRIL 28, 2021AVANT PHASE IICARMEL, INEDWARD ROSEDEVELOPMENTCARMEL LLC.PERMIT SET
No. AR12000062
STATE OF
MDXELA
ARS
H
T E C TCHI
AR
STGI
R E E
DER
IANDI N A
A104FOURTH FLOOROVERALLBUILDING PLANSCALE:
01 FOURTH FLOOR OVERALL BUILDING PLAN
3/32" = 1'-0"
DATA
D401
MECH
M4O1
MECH
M402
DATA
D402
ELEC.
E401
STAIR
S401
STAIR
S402
NORTHCORRIDORNC401EAST
CORRIDOR
EC401SOUTHCORRIDORSC401WEST
CORRIDOR
WC401
04
A451
04
A452
APT 406.2
TYPE B2
406.2
1,093 RSF
37'-438"116'-178"330'-658"206'-358"78'-178"144'-112"210'-6"48'-112"5'-0"15'-1118"
APT 403.2
TYPE C2
403.2
1,663 RSF
APT 401.2
TYPE A1
401.2
750 RSF
APT 405.2
TYPE C1
405.2
1,531 RSF
APT 407.2
TYPE A1a
407.2
750 RSF
APT 409.2
TYPE A1a
409.2
750 RSF
APT 411.2
TYPE A1
411.2
750 RSF
APT 413.2
TYPE B3
413.2
1,399 RSF
APT 415.2
TYPE A1
415.2
750 RSF
APT 402.2
TYPE B1
402.2
1,154 RSF
APT 404.2
TYPE B1
404.2
1,154 RSF
APT 408.2
TYPE A1
408.2
750 RSF
APT 410.2
TYPE A1
410.2
750 RSF
APT 412.2
TYPE A1
412.2
750 RSF
APT 417.2
TYPE B1
417.2
1,154 RSF
APT 419.2
TYPE A1a
419.2
750 RSF
APT 421.2
TYPE B1
421.2
1,154 RSF
APT 414.2
TYPE A1
414.2
750 RSF
APT 423.2
TYPE B1
423.2
1,154 RSF
APT 425.2
TYPE A1a
425.2
750 RSF
APT 427.2
TYPE B1
427.2
1,154 RSF
APT 418.2
TYPE A1
418.2
750 RSF
APT 420.2
TYPE B1
420.2
1,154 RSF
APT 416.2
TYPE B1
416.2
1,154 RSF
APT 429.2
TYPE C2
429.2
1,663 RSF
APT 431.2
TYPE A1a
431.2
750 RSF
APT 433.2
TYPE A2
433.2
875 RSF
01
A453
AREA C
AREA B
W5p
W5 W3W3pW3 W3p W3 W3
W4p
W4
W4p
W4
W4W3p W3pW3 W3 W3 W3
W3
W3W5W5pW5
W4W4pW4W4pW5
W5p
W4
W4p
W4
W4
W4p
W3
W3
W3p
W3pW3pW3W3pW3 W3W1
W4W4
W4p
W4
W3W3
W3
W3p
W3W4
W4
W4p
W3pW3W3W4
W4p
W5
W5
W5p
W4
W3
W3W4W4pW4W3
W3pW3W3W3W3p
W3 W3 W3W3W3W3W3W4
W4p
W4
W4p
W4
W4p
W4
W4p
W3W3
W3p
W3
W4
W4p W3W3W3
W3p
W3W4W4pW5W3
W3p
W3
W4W3
W3p
W3
W5pW1W4p
AREA CAREA C
AREA BAREA B
AREA BAREA AAREA BAREA A03
A301
04
A301
01
A201
04
A201
03
A201
01
A202
02
A201
05
A201
03
A202
02
A202
02
A303
A302
01
A302
02
A302
03
A302
04
01
A301
02
A301
01
A303
03
A303
TRUE
NORTH
10/11/21
DNARCHITECTCLIENT CONSTRUCTION MANAGER PROJECT DRAWING TITLE SEAL SHEET PROJECT INFO REVISIONS20011
APRIL 28, 2021AVANT PHASE IICARMEL, INEDWARD ROSEDEVELOPMENTCARMEL LLC.PERMIT SET
No. AR12000062
STATE OF
MDXELA
ARS
H
T E C TCHI
AR
STGI
R E E
DER
IANDI N A
A104-AFOURTH FLOORBUILDING PLAN-AREA ATRUE
NORTHSCALE:
01 FOURTH FLOOR BUILDING PLAN- AREA A
1/8" = 1'-0"
W4
W5
G16
G15
W1
W6
G15 G15
W5
W4
W1
W4
W1
W4
W1
W3 W3 W3 W3 W3
W3
W4
W1
W4 W4
W3 W3 W3 W3
W1 W1
EAST
CORRIDOR
EC401
W5
W3
STAIR
S402
W4
W4
W1
W1
W3
W5 NORTHCORRIDORNC401APT 416.2
TYPE B1
416.2
1,154 RSF
APT 418.2
TYPE A1
418.2
750 RSF
APT 420.2
TYPE B1
420.2
1,154 RSF
APT 423.2
TYPE B1
423.2
1,154 RSF
APT 425.2
TYPE A1a
425.2
750 RSF
APT 427.2
TYPE B1
427.2
1,154 RSF
APT 429.2
TYPE C2
429.2
1,663 RSF
APT 431.2
TYPE A1a
431.2
750 RSF
APT 433.2
TYPE A2
433.2
875 RSF
6'-6"6'-012"
6'-012"EW2bEW2b EW2bEW2aEW2a EW2bEW2bEW2bEW2aEW2a
EW2b
EW2b
EW2a
EW2b
EW2b
EW2bEW2bEW2b04
A452
EC401
EW2aEW2a EW2aEW2bEW2b EW2b EW2b EW2b
EW2b
EW2bEW2bEW2bEW2b
EW2bEW2bEW2bEW2bEW2b02
A442
04
A441
2
A441AREA BAREA AAREA BAREA A105'-412"
7'-212"
27'-9"
1316"
12'-2" 14'-578" 11'-1018" 27'-378" 11'-958"
13'-0" 13'-614" 13'-334" 13'-114" 12'-1034" 13'-0" 13'-614" 5'-8916"
1316"
37'-438"
1316" 1316"
16'-6" 13'-4 716" 7'-3916"116'-158"14'-778"11'-778"12'-41516" 13'-9316" 11'-1018"23'-938"10'-1038"17'-178" 1316"7'-038"7'-518" 1316"5'-91316" 5'-10116" 6'-6" 7'-2" 1316"5'-10116" 6'-0116"1316"6'-1" 11'-4316"6'-11316"1316"5'-5116"5'-5516"1516"8'-6" 8'-6" 1516"142'-85 8"
36'-2"
1'-178"
11'-978"27'-378"11'-1018"14'-578"12'-218"27'-878"
1316"
7'-212" 13'-0" 7'-4"
1316"
6'-1116" 6'-1116"
1316"
7'-112" 7'-2"
1316"
5'-10116" 6'-0116"
1316"
6'-912" 13'-0" 7'-4"
1316"
6'-1116" 5'-81316" 9'-8" 9'-8" 5'-10"
1516"
01
A201
04
A201
02
A202
05
A201
03
A201
02
A303
A302
04
A302
01
A302
02
01
A303
5'-178" EW35'-9316"EW2bEW3
EW2aEW2aEW3
EW2a EW2aEW2aEW2a EW2aEW2aEW2a EW2aEW2a10/11/21
ARCHITECTCLIENT CONSTRUCTION MANAGER PROJECT DRAWING TITLE SEAL SHEET PROJECT INFO REVISIONS20011
APRIL 28, 2021AVANT PHASE IICARMEL, INEDWARD ROSEDEVELOPMENTCARMEL LLC.PERMIT SET
No. AR12000062
STATE OF
MDXELA
ARS
H
T E C TCHI
AR
STGI
R E E
DER
IANDI N A
A104-BFOURTH FLOORBUILDING PLAN-AREA BSCALE:
01 FOURTH FLOOR BUILDING PLAN- AREA B
1/8" = 1'-0"
W4
W1
W4
W1
W4
W1
W3 W3 W3 W3 W3
APT 417.2
TYPE B1
417.2
1,154 RSF
APT 419.2
TYPE A1a
419.2
750 RSF
APT 421.2
TYPE B1
421.2
1,154 RSF
APT 410.2
TYPE A1
410.2
750 RSF
APT 408.2
TYPE A1
408.2
750 RSF
APT 412.2
TYPE A1
412.2
750 RSF
APT 414.2
TYPE A1
414.2
750 RSF
W4W4W4 W4
W3W3 W3 W3
W1W1 W1 W1
MECH
M402
W4
G14G16
G15
DATA
D402
ELEC.
E401
W1
W4
W1
W3
G15
G15
W3
W3
W7
W8
W7
W4
W1 W1
MECH
M4O1
W3
W4
W4
W4
W3
W3
W3
W1
W1
APT 415.2
TYPE A1
415.2
750 RSF
APT 413.2
TYPE B3
413.2
1,399 RSF
APT 411.2
TYPE A1
411.2
750 RSF
APT 406.2
TYPE B2
406.2
1,093 RSF
APT 404.2
TYPE B1
404.2
1,154 RSF
APT 409.2
TYPE A1a
409.2
750 RSF
APT 407.2
TYPE A1a
407.2
750 RSF
AREA BAREA AAREA BAREA AAREA C
AREA B
AREA C
AREA B
11'-4"7'-714"6'-6"6'-6"EW4bEW2bEW2aEW3EW2bEW2bEW2bEW2aEW2a
EW4b
EW4b
EW3
EW2a
EW2a EW2b
EW2b
EW2a EW2aEW2a
EW2a
EW2b
EW2a
EW2bEW2bEW2bEW2bM402
D402
E401M40101
A453
4'-10"EW2aEW2aEW2aEW2a EW2bEW4bEW4b
EW2b EW2bEW2aEW2b
EW2bEW2b07
A441
05
A441
01
A442
04
A440
TRUE
NORTHSC401EW2a39'-312"117'-434"105'-112"
14'-578" 11'-1018" 14'-578" 11'-1018" 14'-578" 11'-1018" 14'-578" 11'-758"
1316"
7'-112"7'-2"
1316"
5'-10116" 6'-0116"
1316"
7'-112" 7'-2"
1316"
5'-10116" 6'-0116"
1316"
7'-112" 7'-2"
1316"
5'-10116" 6'-0116"
1316"
7'-112" 7'-2"
1316"
5'-10116" 5'-9916"11'-1158"27'-378" 5'-10916"6'-1116"1316"7'-4" 13'-0" 6'-912" 1316"3'-11116"31'-0" 7'-3" 1'-178"13'-8516" 11'-10116" 14'-57 8" 11'-1018" 14'-5 1516" 11'-7916"1516"5'-9116" 9'-8" 9'-8" 6'-5116" 7'-2"114"5'-10" 6'-0116"1316"7'-112" 7'-2"1316"5'-10116" 6'-0116"1316"7'-112" 7'-2"114"5'-10" 5'-9916"1516"1516"5'-10"W6
03
A301
04
A301
01
A301
02
A301
01
A201
01
A202
04
A201
02
A201
A302
03
187'-934"
11'-1158"
5'-10916"
27'-378"11'-1018"14'-578"12'-218" 43'-1034"
1'-178"
10'-1138"26'-31516"11'-11316"16'-6716"
6'-1116"
1316"
7'-4"13'-0" 6'-912"
1316"
6'-0116" 5'-10116"
1316"
7'-2"13'-334" 6'-1116"
1316"
7'-4" 13'-0" 12'-634"
3'-81316"
5'-1516" 5'-10116"
1316"
7'-2" 11'-1034"7'-034"
1316"
5'-7116" 5'-63 4"
112"
8'-2" 8'-2"
1516"
3'-11116"
03
A303EW3EW2a EW3EW2a
EW2bEW2a
EW2aEW2aEW2a EW2aEW2aEW2a EW2aEW2aEW2a EW2aEW2aEW2a
EW2a
7'-2"
EW2a
EC401
10/11/21
DN88'-1078"ARCHITECTCLIENT CONSTRUCTION MANAGER PROJECT DRAWING TITLE SEAL SHEET PROJECT INFO REVISIONS20011
APRIL 28, 2021AVANT PHASE IICARMEL, INEDWARD ROSEDEVELOPMENTCARMEL LLC.PERMIT SET
No. AR12000062
STATE OF
MDXELA
ARS
H
T E C TCHI
AR
STGI
R E E
DER
IANDI N A
A104-CFOURTH FLOORBUILDING PLAN-AREA CSCALE:
01 FOURTH FLOOR BUILDING PLAN- AREA C
1/8" = 1'-0"
W5
G16 W2
W6
W6 W1
W3
W3
W4
W1
W1
W5
W4
G15
G15
W5
W4
W1
DATA
D401
STAIR
S401
APT 403.2
TYPE C2
403.2
1,663 RSF
APT 401.2
TYPE A1a
401.2
750 RSF
APT 405.2
TYPE C1
405.2
1,531 RSF
APT 402.2
TYPE B1
402.2
1,154 RSF
W5
W4
W5
W3
AREA C
AREA B
AREA C
AREA B
7'-112"
1316"
14'-578"
78'-178"6'-4"1316"36'-11316"EW2b
EW2a
EW2b
EW2b
EW2aEW2b
EW2b
EW2b
EW2b
EW2aEW2a
EW2b
EW2b
SC401D401
6'-6"
01
A202
02
A201
03
A202
EW2bEW2aEW2bEW2bEW2b
07
A440
09
A441
TRUE
NORTH
04
A451
12'-5316" 9'-0"27'-10" 11'-958" 27'-878" 5'-8916" 6'-1116"1316"7'-4" 13'-0" 7'-31116" 7'-2"
1316"
5'-10116"6'-0116"
1316"
6'-1" 11'-4316"6'-11316"
1316"
5'-5116"5'-5116"
1316"
8'-6" 8'-6"
1316"
11'-1018" 23'-938" 10'-1018" 17'-238" 88'-1078"35'-912"23'-4" 10'-1018"17'-878" 1316"5'-10"9'-8" 9'-8" 1'-238"5'-81316" 11'-4" 6'-2" 1316" 5'-5116"5'-5116" 1316"8'-6" 9'-11116" G15
6'-0716" EW2b
EW3
4'-578" EW2a EW3EW3EW2a
10/11/21
ROOF SLOPE
14" PER FT MIN
ROOF SLOPE14" PER FT MINROOF SLOPE
14" PER FT MIN ARCHITECTCLIENT CONSTRUCTION MANAGER PROJECT DRAWING TITLE SEAL SHEET PROJECT INFO REVISIONS20011
OCT. 06, 2021AVANT PHASE IICARMEL, INEDWARD ROSEDEVELOPMENTCARMEL LLC.FOR CONSTRUCTION
No. AR12000062
STATE OF
MDXELA
ARS
H
T E C TCHI
AR
STGI
R E E
DER
IANDI N A
A105OVERALL ROOFPLANSCALE:
01 OVERALL ROOF PLAN
3/32" = 1'-0"
USE FRTW FOR 48" EACH SIDE
OF 2-HR FIREWALL. NO ROOF
PENETRATIONS WITHIN
"HATCHED" AREA
ROOF SLOPE
14" PER FT MIN.
ROOF SLOPE
14" PER FT MIN.
ROOF SLOPE
14" PER FT MIN.
USE FRTW FOR 48" EACH SIDE
OF 2-HR FIREWALL. NO ROOF
PENETRATIONS WITHIN
"HATCHED" AREA
ROOF NOTES
1. ALL FLAT ROOFS SHALL HAVE MINIMUM 1/4" PER FOOT SLOPE TO
PRIMARY DRAINS OR SCUPPERS. REFERENCE BUILDING WALL
SECTIONS AND STRUCTURAL DETAILS FOR PARAPET AND ROOF
CONSTRUCTION, INCLUDING PARAPET HEIGHTS AND TRUSS DEPTH.
2. DASHED LINE INDICATES PARAPET BELOW UPPER ROOF / CANOPY.
3. INDICATES CONDENSER UNIT SET OF 4 (SEE MECHANICAL DWGS FOR
INSTALLATION AND SOUND-PROOFING DETAILS.)
4. INDICATES THRU-PARAPET SCUPPER
MS = MAIN SCUPPER: FINISH - DARK BRONZE
CB = COLLECTION BOX: FINISH - DARK BRONZE
REFER TO DETAIL 03/A383 FOR SECTION DETAIL
5. INDICATES ROOF SLOPE DIRECTION AT 1/4" PER FOOT
6. DO NOT SCALE ANY DRAWING. ANY DIMENSIONS ARE TO BE
OBTAINED FROM THE ARCHITECT IF NOT NOTED ON THE DRAWINGS.
REFER ALL QUESTIONS TO THE ARCHITECT FOR E.O.R.
7. PER IBC 2012, A THERMAL BARRIER IS NOT REQUIRED FOR FOAM
PLASTIC INSULATION THAT IS A PART OF A CLASS A, B OR C
ROOF-COVERING ASSEMBLY, PROVIDED THE ASSEMBLY WITH THE
FOAM PLASTIC INSULATION SATISFACTORILY PASSES FM 4450 OR UL
1256.
8. FULL ADHERED 60 MIL WHITE TPO ROOF IS BASIS OF DESIGN.
PROVIDE 1/4" PROTECTION BOARD OVER RIGID INSULATION AND
BELOW TPO MEMBRANE.
9. RETURN ALL PARAPETS FROM FACE OF BUILDING AT DIMENSIONS
INDICATED.
10. THE PROVIDE "DOG HOUSES" OR MECHANICAL CURBS WITH HIGH HATS
FOR MECHANICAL LINES FOR CONDENSER UNITS.
11. PRIMARY CONTINUE ROOF MEMBRANE UP PARAPET WALLS AND OVER
WOOD BLOCKING, TURNING DOWN MIN. 2" AT EXTERIOR EDGE.
12. COPING CAPS TO INCLUDE CONTINUOUS CLEAT AT EXTERIOR SIDE
AND MECHANICAL ATTACHMENT AT INTERIOR SIDE.
13. INSTALL PREFABRICATED SADDLE FLASHING AT "LOW" PARAPET
TERMINATION TO "HIGH" PARAPET WALLS. TURN ROOF PER
MANUFACTURER'S RECOMMENDED INSTALLATION METHODS.
14. T.O.P. = TOP OF PARAPET MEASURED FROM ROOF TRUSS BEARING
TO TOP OF ROOF DECKING
15. PROVIDE WALK PADS MIN. 36" WIDE FROM ROOF ACCESS HATCH TO
ROOF TOP MECHANICAL EQUIPMENT AS REQUIRED
16. PROVIDE FIRE RETARDANT ROOF SHEATHING AT FLAT ROOFS A
MINIMUM OR 4'-0" TO EITHER SIDE OF FIREWALL.
17. AT ALL LOCATIONS, AHUs ARE NOT TO BE INSTALLED WITHIN 10 FEET
OR ROOF EDGE PER OSHA 1926.502. WARNING LINES SHALL BE
INDICATED NOT LESS THAN 6 FEET FROM THE ROOF EDGE WHICH IS
PERPENDICULAR TO THE DIRECTION OF MECHANICAL EQUIPMENT
OPERATION. IF THESE MUST BE INSTALLED WITHIN 10' OF THE EDGE,
AN APPROVED FALL BARRIER MUST BE INSTALLED.
LINETYPE INDICATES LOCATION OF REQUIRED DRAFTSTOPPING
IN ATTIC SPACE- REFER TO A021
9'-6" TYP.
22'-012"
10'-0"20'-0"20'-0"18'-0"
LOWER "EYEBROW" TYP.
CB
MS
CB
MS
55'-4" 48'-10" 48'-10" 48'-10" 48'-10" 48'-10" 48'-10"
48'-10"
55'-4"
45'-4"45'-4" 45'-4" 45'-4" 45'-4"
46'-858" 46'-858" 46'-858" 46'-858" 46'-858"
45'-4"
55'-4"
55'-4"
48'-10"
48'-10"
48'-10"
46'-858"
55'-4"
55'-4"
48'-10"
55'-4"
48'-10"
48'-10"48'-10" 48'-10"CB
MSCB
MS
CB
MSCB
MS
CB
MS
45'-4"
45'-4"
46'-858"
46'-858"
46'-858" 46'-858"
46'-858"
46'-858"
55'-4"
46'-858"
46'-858"
48'-10"
45'-4"
55'-4"
48'-10"45'-4"45'-4"
46'-858"46'-858"
ROOF
HATCH
48'-10" 48'-10" 48'-10"CB
MS
48'-10"CB
MS
45'-4" 45'-4" 45'-4" 45'-4"
46'-858"
48'-10"
48'-10"
48'-10"
46'-858"
46'-858"
45'-4"
45'-4"
45'-4"
CB
MS
45'-4"
48'-10"
48'-10"
CB
MS
ROOF
HATCH
45'-4" 45'-4"
46'-858"
48'-10"
45'-4"
45'-4"
45'-4"
48'-10"
45'-4"
46'-858"
46'-858"
46'-858"
46'-858"
03
A301
04
A301
01
A201
04
A201
03
A201
01
A202
02
A201
05
A201
03
A202
02
A202
02
A303
A302
01
A302
02
A302
03
A302
04
01
A301
02
A301
01
A303
03
A303
TRUE
NORTH
1
1 ASI 02 10.06.2021
20'-0"
134'-3"10/11/21
UPUPLF2LF2LF2LF12 LF2LF2LF2LF2LF12
LF12
LF12LF12LF12LF12LF12LF12LF12 LF11LF11LF11LF11 LF11LF11LF11 LF11 LF11 LF13LF13LF13LF13LF13LF13LF13 LF13 LF13LF13LF13LF13LF13LF12LF12LF12LF12LF12LF12LF12LF12LF11LF11LF11LF11LF11LF11LF11 LF11 LF11LF11 LF11 LF11 LF11
LF12
LF12
LF12
LF12
LF12
LF12
LF12
LF12
LF12
LF12
LF12
LF12
LF12
LF12
LF12
LF12
LF12
LF12
LF12
LF12
LF12
LF12
LF12
LF12 LF12
LF12
LF12
LF12LF12
LF12 LF13LF12
LF2LF11LF11LF11LF11LF11LF11LF11LF11LF11LF11LF11 LF11 LF11 LF11LF12LF12LF11 LF11 LF11LF11LF11LF11LF11LF11LF11LF11LF11LF11LF11LF11 LF11 LF11 LF11 LF11 LF11 ARCHITECTCLIENT CONSTRUCTION MANAGER PROJECT DRAWING TITLE SEAL SHEET PROJECT INFO REVISIONS20011
APRIL 28, 2021AVANT PHASE IICARMEL, INEDWARD ROSEDEVELOPMENTCARMEL LLC.PERMIT SET
No. AR12000062
STATE OF
MDXELA
ARS
H
T E C TCHI
AR
STGI
R E E
DER
IANDI N A
A151FIRST FLOOROVERALLREFLECTEDCEILING PLANGENERAL NOTES
1. THE GENERAL CONTRACTOR SHALL VERIFY ALL CONDITIONS AT THE
JOBSITE. NOTIFY ARCHITECT OF ANY DEVIATIONS FROM THOSE
CONDITIONS AS THEY ARE NOTED ON THE DRAWINGS.
2. 0'-0" CORRELATES TO 862.35' ON CIVIL DRAWINGS.
3. THE GENERAL CONTRACTOR SHALL COORDINATE AND SCHEDULE ALL
WORK WITH THE OWNER.
4. THE GENERAL CONTRACTOR IS RESPONSIBLE FOR COMPLIANCE WITH
ALL STATE AND LOCAL BUILDING CODES AND GOVERNMENT
REGULATORY AGENCIES.
5. THE GENERAL CONTRACTOR IS TO SUBMIT SHOP DRAWINGS,
PROJECT DATA, AND SAMPLES TO OWNER/ARCHITECT FOR
APPROVAL PRIOR TO FABRICATION OF ALL MILLWORK AND WALL
FINISHES.
6. DO NOT SCALE ANY DRAWING. ANY DIMENSIONS ARE TO BE
OBTAINED FROM THE ARCHITECT IF NOT NOTED ON THE DRAWINGS.
REFER ALL QUESTIONS TO THE ARCHITECT OR E.O.R.
7. ALL DIMENSIONS ARE TO C.L. OF DEMISING WALL OF UNITS AND FACE
OF FRAMING.
8. 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.
9. THE GENERAL CONTRACTOR SHALL VERIFY SIZE, LOCATION, AND
CHARACTERISTICS OF ALL WORKS AND EQUIPMENT SUPPLIED BY THE
OWNER OR OTHERS WITH THE MANUFACTURER OR SUPPLIER PRIOR
TO THE START OF THE WORK.
10. THE GENERAL CONTRACTOR SHALL SEE THAT ALL SUBCONTRACTORS
RECEIVE COMPLETE WORKING DRAWINGS AND ASSUME FULL
RESPONSIBILITY FOR COORDINATION OF WORK.
11. PRIMARY ENTRANCE DOOR NUMBERS CORRESPOND TO ROOM
NUMBERS OR UNIT NUMBERS.
SCALE:
01 FIRST FLOOR OVERALL REFLECTED CEILING PLAN
3/32" = 1'-0"
UNIT
TYPE B1
113.2
UNIT
TYPE A1
115.2
UNIT
TYPE B1
117.2
UNIT
TYPE B1
119.2
UNIT
TYPE B1
123.2
UNIT
TYPE A1
121.2
UNIT
TYPE A1
111.2
UNIT
TYPE A1
109.2
UNIT
TYPE A1
107.2
UNIT
TYPE C1
105.2
UNIT
TYPE C2
103.2
UNIT
TYPE A1
101.2
UNIT
TYPE A1
125.2
GARAGE
G106
GARAGE
G107
GARAGE
G108
GARAGE
G109
GARAGE
G111
GARAGE
G112
GARAGE
G113
GARAGE
G114
GARAGE
G115
GARAGE
G116
GARAGE
G117
GARAGE
G118
GARAGE
G119
GARAGE
G120
GARAGE
G110
GARAGE
G105
GARAGE
G104
GARAGE
G103
GARAGE
G102
GARAGE
G101
01
A153
01
A154
WATER
W101
MAIL ROOM
MR101
DEMARC
D101
ELEC.
E101
ELEC.
E102
STAIR
S101
STAIR
S102
COWORKING
CW101
FITNESS
F101
10'-0" TYP. 10'-0" TYP.
17'-218"EQ.EQ. EQ. EQ. EQ.
EQ. EQ.EQ. 10'-0" TYP.8'-0" 8'-0"
EQ. EQ.4'-51516"10'-0" 8'-478" 10'-0" 10'-0" 10'-0"5'-238"7'-778"
NOTE:
SEE A400 SERIES FOR UNIT
REFLECTED CEILING PLANS.
NOTE:
ALL CEILING MATERIAL
SHOULD BE GYPSUM BOARD
UNLESS NOTED OTHERWISE.
REFER TO A031 FOR
ADDITIONAL INFORMATION
BIKE
STORAGE
BS101
LIGHT SCHEDULE
LF11 - SURFACE MOUNT DOWNLIGHT
LF12 - SURFACE MOUNT UTILITY LIGHT
LF13 - WALL MOUNTED SCONCE & UNIT I.D. SIGNAGE
CEILING PLAN NOTES
PROVIDE WOOD TRIM STAINED (S1). DRYWALL CEILING
BETWEEN TRIM TO BE PAINTED (P10).
1
8'-0" 10'-0"8'-0" EQ.EQ. E.J.
E.J.E.J.E.J.E.J. E.J.E.J.EQ.8'-0" EQ. 10/11/21
DNUPDNUPLF12LF12LF12
LF12
LF12 LF12LF12LF12LF12LF11LF11LF11 LF11 LF11LF11LF11 LF11 LF13LF13LF13LF13LF13LF13LF13LF13 LF13LF13LF13LF13LF13LF11LF11LF11LF11LF11LF11LF11 LF11 LF11LF11 LF11LF13LF11LF11LF11LF11LF11LF11LF11LF11LF11LF11LF11 LF11 LF11 LF11LF11 LF11LF11LF11LF11LF11LF11LF11LF11LF11LF11LF11LF11LF11 LF11 LF11LF11 LF11 LF12
LF13LF13ARCHITECTCLIENT CONSTRUCTION MANAGER PROJECT DRAWING TITLE SEAL SHEET PROJECT INFO REVISIONS20011
APRIL 28, 2021AVANT PHASE IICARMEL, INEDWARD ROSEDEVELOPMENTCARMEL LLC.PERMIT SET
No. AR12000062
STATE OF
MDXELA
ARS
H
T E C TCHI
AR
STGI
R E E
DER
IANDI N A
A152SECOND THROUGHFOURTH FLOOROVERALL REFLECTEDCEILING PLANGENERAL NOTES
1. THE GENERAL CONTRACTOR SHALL VERIFY ALL CONDITIONS AT THE
JOBSITE. NOTIFY ARCHITECT OF ANY DEVIATIONS FROM THOSE
CONDITIONS AS THEY ARE NOTED ON THE DRAWINGS.
2. 0'-0" CORRELATES TO 862.35' ON CIVIL DRAWINGS.
3. THE GENERAL CONTRACTOR SHALL COORDINATE AND SCHEDULE ALL
WORK WITH THE OWNER.
4. THE GENERAL CONTRACTOR IS RESPONSIBLE FOR COMPLIANCE WITH
ALL STATE AND LOCAL BUILDING CODES AND GOVERNMENT
REGULATORY AGENCIES.
5. THE GENERAL CONTRACTOR IS TO SUBMIT SHOP DRAWINGS,
PROJECT DATA, AND SAMPLES TO OWNER/ARCHITECT FOR
APPROVAL PRIOR TO FABRICATION OF ALL MILLWORK AND WALL
FINISHES.
6. DO NOT SCALE ANY DRAWING. ANY DIMENSIONS ARE TO BE
OBTAINED FROM THE ARCHITECT IF NOT NOTED ON THE DRAWINGS.
REFER ALL QUESTIONS TO THE ARCHITECT OR E.O.R.
7. ALL DIMENSIONS ARE TO C.L. OF DEMISING WALL OF UNITS AND FACE
OF FRAMING.
8. 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.
9. THE GENERAL CONTRACTOR SHALL VERIFY SIZE, LOCATION, AND
CHARACTERISTICS OF ALL WORKS AND EQUIPMENT SUPPLIED BY THE
OWNER OR OTHERS WITH THE MANUFACTURER OR SUPPLIER PRIOR
TO THE START OF THE WORK.
10. THE GENERAL CONTRACTOR SHALL SEE THAT ALL SUBCONTRACTORS
RECEIVE COMPLETE WORKING DRAWINGS AND ASSUME FULL
RESPONSIBILITY FOR COORDINATION OF WORK.
11. PRIMARY ENTRANCE DOOR NUMBERS CORRESPOND TO ROOM
NUMBERS OR UNIT NUMBERS.
SCALE:
01 SECOND THROUGH FOURTH FLOOR OVERALL REFLECTED CEILING PLAN
3/32" = 1'-0"
DATA
D201
MECH
M2O1
MECH
M202 N. COORNC101 E. COOR
EC101 S. COORSC101W. COOR
WC101
8'-0" 10'-0" TYP.EQ. EQ.10'-0" 10'-0"10'-0" TYP. EQ.EQ. 10'-0" 10'-0"EQ. EQ.
NOTE:
SEE A400 SERIES FOR UNIT
REFLECTED CEILING PLANS.
NOTE:
ALL CEILING MATERIAL
SHOULD BE GYPSUM BOARD
UNLESS NOTED OTHERWISE.
REFER TO A031 FOR
ADDITIONAL INFORMATION
LIGHT SCHEDULE
LF11 - SURFACE MOUNT DOWNLIGHT
LF12 - SURFACE MOUNT UTILITY LIGHT
LF13 - WALL MOUNTED SCONCE & UNIT I.D. SIGNAGE
CEILING PLAN NOTES
PROVIDE WOOD TRIM STAINED (S1). DRYWALL CEILING
BETWEEN TRIM TO BE PAINTED (P10).
1
E.J.E.J.7'-91516"
17'-218"E.J. E.J.E.J.
E.J.
E.J.
10/11/21
ARCHITECTCLIENT CONSTRUCTION MANAGER PROJECT DRAWING TITLE SEAL SHEET PROJECT INFO REVISIONS20011
APRIL 28, 2021AVANT PHASE IICARMEL, INEDWARD ROSEDEVELOPMENTCARMEL LLC.PERMIT SET
No. AR12000062
STATE OF
MDXELA
ARS
H
T E C TCHI
AR
STGI
R E E
DER
IANDI N A
A153FITNESS & MAILCENTERREFLECTEDCEILING PLANSCALE:
01 REFLECTED CEILING PLAN
FITNESS & MAIL CENTER
1/2" = 1'-0"
RCP LEGEND
LF1
LF2
LF3
LF4
LF5
LF6
LF7
LF8
LF9
GYP CEILING
8X8 WOOD
BEAM
LF10
4'-8" 6'-734" 4'-8" 5'-7"LF7
TYP.
LF7
TYP.EQ EQ
4'-278" 5'-4" 5'-4" 5'-4" 5'-4" 4'-0"FITNESS
F101
MAIL ROOM
MR101
MECH
M1O1
REST.
RR101
REST.
RR102 1'-6"1'-6"EQ. EQ. EQ. EQ. EQ.EQ. EQ. EQ. EQ.EQ. EQ. EQ.
8'-10"
SCALE:
02 CEILING DETAIL
TYP. BULKHEAD
1 1/2" = 1'-0"
02
A153
B.O. BULKHEAD
REFER TO PLAN
B.O. ASSEMBLY
REFER TO PLAN
FINISHED FACE OF RATED
ASSEMBLY- REFER TO PLAN
5/8" TYPE 'X' GYPSUM WALLBOARD
2x_ WOOD FRAMINGVARIES
VARIES
MECHANICAL DUCT-
REFER TO MEP
DRAWINGS
FINISHED FACE OF RATED
ASSEMBLY- REFER TO PLAN
4'-278"
8'-10"
8'-10"
SCALE:
03 CEILING DETAIL
TYP. BULKHEAD
1 1/2" = 1'-0"
B.O. BULKHEAD
REFER TO PLAN
B.O. ASSEMBLY
REFER TO PLAN
FINISHED FACE OF RATED
ASSEMBLY- REFER TO PLAN
REFER TO PLAN
10'-3"
10'-3"
2x_ WOOD FRAMING
5/8" TYPE 'X' GYPSUM
WALLBOARD, TYP.
9'-0"
SCALE:
04 FEATURE DETAIL
WOOD BEAM
1 1/2" = 1'-0"
B.O. ASSEMBLY
REFER TO PLAN
FINISHED FACE OF RATED
ASSEMBLY- REFER TO PLAN8"2x8 WOOD FRAMING- ADD
CRIPPLE STUD @ 24" O.C.
1X_ MILLWORK WRAP-
STAINED. FINISH TBD
MITERED EDGE
LF7
TYP.
LF9
TYP.
EQEQ 8'-10"
EQEQ
ALIGNALIGN 4'-618"1'-1158" 3'-614"
6'-717 32" 6'-71732" 6'-71732"
LF7
TYP.
LF7
TYP.
LF9
TYP.
8'-10" 8'-10"
4'-1114"
CEILING THROUGHOUT TO BE
(2)-HR RATED ASSEMBLY,
PER A021
10/11/21
LF11LF11 LF11 ARCHITECTCLIENT CONSTRUCTION MANAGER PROJECT DRAWING TITLE SEAL SHEET PROJECT INFO REVISIONS20011
APRIL 28, 2021AVANT PHASE IICARMEL, INEDWARD ROSEDEVELOPMENTCARMEL LLC.PERMIT SET
No. AR12000062
STATE OF
MDXELA
ARS
H
T E C TCHI
AR
STGI
R E E
DER
IANDI N A
A154BUSINESS CENTERREFLECTEDCEILING PLANSCALE:
01 REFLECTED CEILING PLAN
BUSINESS CENTER
1/2" = 1'-0"
RCP LEGEND
LF1
LF2
LF3
LF4
LF5
LF6
LF7
LF8
LF9
GYP CEILING
8X8 WOOD
BEAM
LF10
6'-134" 1'-1138" 4'-4516"3'-458" 7'-2" 7'-027 32" 3'-31532"EQ.EQ. EQ. EQ. EQ.EQ. EQ. EQ. EQ.EQ. EQ. EQ. EQ.EQ. EQ.EQ.
LF7
TYP.
LF5
TYP.
LF4
LF4
EQ. TYP.EQ. TYP. LF3
TYP.EQ.EQ. EQ.EQ. EQ.EQ. EQ.EQ. EQ.EQ. EQ.EQ.
LF2
WOOD BEAM
LF7
TYP.
LF7
TYP.
FOCUS
F101
FOCUS
F102
FOCUS
F103
FOCUS
F104
COWORKING
CW101
CONF.
C101
LOUNGE
L101
CONF.
C102
EQ. EQ. 1'-734"EQ. EQ. 1'-734"EQ.EQ. 1'-734"02
A153
02
A153
8" 5'-0" 8" 6'-412" 8" 8" 2'-634" 8" 8" 2'-1716" 8"
EQ. TYP. EQ. TYP. EQ EQ. TYP. EQ. TYP.
ALIGN
EQ EQ
WOOD
BEAM
LF3
TYP.7'-414"9'-358"9'-358"7'-6"7'-6" EQ. TYP.EQ. TYP.EQ. TYP. 9'-0"
9'-0"10-3"
10-3"
10-3"
10-3"
10-3"
10-3"
10-3"
10-3"
10-3"
2'-63 4" 2'-6" 2'-6" 2'-6" 2'-6" 3'-0116"
5'-6" 5'-6" 5'-6" 5'-6"
10-3" 10-3" 10-3"
04
A153
TYP.
04
A153
TYP.
EQ. EQ.
12'-714" 8"2'-738" 8" 2'-738" 8" 2'-738" 8" 5'-6" 5'-6" 5'-6" 4'-1078"
12'-714"
EQ
CEILING THROUGHOUT TO BE
(2)-HR RATED ASSEMBLY,
PER A021
10/11/21
A201EXTERIORBUILDINGELEVATIONSSCALE:
01 SOUTHEAST BUILDING ELEVATION
3/32" = 1'-0"
SCALE:
03 NORTHEAST BUILDING ELEVATION
3/32" = 1'-0"
SCALE:
05 NORTHWEST BUILDING ELEVATION
3/32" = 1'-0"
SCALE:
02 NORTHEAST BUILDING ELEVATION
3/32" = 1'-0"
SCALE:
04 NORTHWEST BUILDING ELEVATION
3/32" = 1'-0"
MATERIALS LEGEND
M1: ARCHITECTURAL MASONRY
GENERAL FIELD MASONRY
8" x 24" RUNNING BOND
S1: CAST STONE SILL
COLOR TO MATCH M1
F1: FIBER CEMENT PANEL
516" PANEL W/ REVEAL
DOWNY - SW #7002
ACM 1: ALUMINUM COMPOSITE PANEL
HEIGHT & WIDTH VARIES
DOWNY - SW #7002
M2: ARCHITECTURAL MASONRY
INFILL MASONRY & HEADERS
8" x 24"
SCORED @ 4" O.C.
F2: FIBER CEMENT PANEL
516" PANEL W/ REVEAL
USED @ BALCONY
GRIZZLE GRAY - SW #7068
F3: FIBER CEMENT PANEL ACCENT
516" PANEL W/ REVEAL
16" X 72" PATTERN
REFER TO A22O SERIES
ACM 2: ALUMINUM COMPOSITE PANEL
USED @ OVERHANGS
GRIZZLE GRAY - SW #7068
FIRST FLOOR
0'-0"
SECOND FLOOR
12'-0"
THIRD FLOOR
22'-8"
FOURTH FLOOR
33'-4"
TRUSS BEARING
43'-8"
T.O. PARAPET
46'-2"
S1
F1
M2
M2
S1
M2
S1
F2
M1
M1 S1 M2 M1 M2 M1M2 M2 F2 F2
F2 F1F2 F2 F1 F2 F2 F2 F2 F2F2 F2 F1F2
M1M2 M2
F3
F3
F2
M1 F2 F2S1 M2
F1 F2 F2 F2 F2 F2 F1 F2
M1 S1 M2 F3 F2
F3
M1 S1 M2 M2 S1
M2 F3F1 F2 F1 F2 M2F2 F2 F2 F2 F2 F2
M1 M1F2 S1 M2 S1M2F2 F2F2 F2
F2
M2 F1
ACM 1
ACM 1
ACM 1
F3
ACM 2
ACM 1 M1 M2 S1
F1 F2 F2 F2 F3F2 M2
F2
F1 F2
M1 M2 S1
M2 F3
M1 M2 S1 M1 M2 S1
T.O. OVERHANG
45'-4"
TRUSS BEARING
42'-8"ARCHITECTCLIENT CONSTRUCTION MANAGER PROJECT DRAWING TITLE SEAL SHEET PROJECT INFO REVISIONS20011
OCT. 06, 2021AVANT PHASE IICARMEL, INEDWARD ROSEDEVELOPMENTCARMEL LLC.FOR CONSTRUCTION
No. AR12000062
STATE OF
MDXELA
ARS
H
T E C TCHI
AR
STGI
R E E
DER
IANDI N A
T.O. PARAPET
46'-8 5/8"
T.O. PARAPET
48'-10"
TRUSS BEARING
51'-11 1/4"
T.O. PARAPET
55'-4"
FIRST FLOOR
0'-0"
SECOND FLOOR
12'-0"
THIRD FLOOR
22'-8"
FOURTH FLOOR
33'-4"
TRUSS BEARING
43'-8"
T.O. PARAPET
46'-2"
T.O. OVERHANG
45'-4"
TRUSS BEARING
42'-8"
T.O. PARAPET
46'-8 5/8"
T.O. PARAPET
48'-10"
TRUSS BEARING
51'-11 1/4"
T.O. PARAPET
55'-4"
FIRST FLOOR
0'-0"
SECOND FLOOR
12'-0"
THIRD FLOOR
22'-8"
FOURTH FLOOR
33'-4"
TRUSS BEARING
43'-8"
T.O. PARAPET
46'-2"
T.O. OVERHANG
45'-4"
TRUSS BEARING
42'-8"
T.O. PARAPET
46'-8 5/8"
T.O. PARAPET
48'-10"
TRUSS BEARING
51'-11 1/4"
T.O. PARAPET
55'-4"
FIRST FLOOR
0'-0"
SECOND FLOOR
12'-0"
THIRD FLOOR
22'-8"
FOURTH FLOOR
33'-4"
TRUSS BEARING
43'-8"
T.O. PARAPET
46'-2"
T.O. OVERHANG
45'-4"
TRUSS BEARING
42'-8"
T.O. PARAPET
46'-8 5/8"
T.O. PARAPET
48'-10"
FIRST FLOOR
0'-0"
SECOND FLOOR
12'-0"
THIRD FLOOR
22'-8"
FOURTH FLOOR
33'-4"
TRUSS BEARING
43'-8"
T.O. PARAPET
46'-2"
T.O. OVERHANG
45'-4"
TRUSS BEARING
42'-8"
T.O. PARAPET
46'-8 5/8"
T.O. PARAPET
48'-10"
A301
01
A301
02
A301
03
A301
04
F2 F2
F2
F1 F1
A302
03
A302
02
A302
01
A302
04
F3 F3 F2 F3 F3 F2
01
A221
02
A221
03
A221
04
A221
05
A221
06
A221
F2 F2 F1 S1
F2 F2
F1 F1 F1 F1 F1F1 F1
F1 F1 F1
F2 F2 F2 F2
F1 F1 F1
05
A223
04
A223
02
A223
01
A223
A303
02
A303
01
G12
G13
G25
F2
F2
F1
F1
F1
F2
F1
F2
F2 F2
F1 F1 F1
A301
03
04
A222
04
A222
1 ASI 02 10.06.2021
1 1
1
M1 M1
1
1
1
10/11/21
ARCHITECTCLIENT CONSTRUCTION MANAGER PROJECT DRAWING TITLE SEAL SHEET PROJECT INFO REVISIONS20011
OCT. 06, 2021AVANT PHASE IICARMEL, INEDWARD ROSEDEVELOPMENTCARMEL LLC.FOR CONSTRUCTION
No. AR12000062
STATE OF
MDXELA
ARS
H
T E C TCHI
AR
STGI
R E E
DER
IANDI N A
A202EXTERIORBUILDINGELEVATIONSSCALE:
01 SOUTHWEST BUILDING ELEVATION
3/32" = 1'-0"
MATERIALS LEGEND
M1: ARCHITECTURAL MASONRY
GENERAL FIELD MASONRY
8" x 24" RUNNING BOND
S1: CAST STONE SILL
COLOR TO MATCH M1
F1: FIBER CEMENT PANEL
516" PANEL W/ REVEAL
DOWNY - SW #7002
ACM 1: ALUMINUM COMPOSITE PANEL
HEIGHT & WIDTH VARIES
DOWNY - SW #7002
M2: ARCHITECTURAL MASONRY
INFILL MASONRY & HEADERS
8" x 24"
SCORED @ 4" O.C.
F2: FIBER CEMENT PANEL
516" PANEL W/ REVEAL
USED @ BALCONY
GRIZZLE GRAY - SW #7068
F3: FIBER CEMENT PANEL ACCENT
516" PANEL W/ REVEAL
16" X 72" PATTERN
REFER TO A22O SERIES
ACM 2: ALUMINUM COMPOSITE PANEL
USED @ OVERHANGS
GRIZZLE GRAY - SW #7068
SCALE:
02 SOUTHWEST BUILDING ELEVATION
3/32" = 1'-0"
SCALE:
03 NORTHWEST BUILDING ELEVATION
3/32" = 1'-0"
FIRST FLOOR
0'-0"
SECOND FLOOR
12'-0"
THIRD FLOOR
22'-8"
FOURTH FLOOR
33'-4"
TRUSS BEARING
43'-8"
T.O. PARAPET
46'-2"
T.O. OVERHANG
45'-4"
TRUSS BEARING
42'-8"
T.O. PARAPET
46'-8 5/8"
T.O. PARAPET
48'-10"
TRUSS BEARING
51'-11 1/4"
T.O. PARAPET
55'-4"
FIRST FLOOR
0'-0"
SECOND FLOOR
12'-0"
THIRD FLOOR
22'-8"
FOURTH FLOOR
33'-4"
TRUSS BEARING
43'-8"
T.O. PARAPET
46'-2"
T.O. OVERHANG
45'-4"
TRUSS BEARING
42'-8"
T.O. PARAPET
46'-8 5/8"
T.O. PARAPET
48'-10"
FIRST FLOOR
0'-0"
SECOND FLOOR
12'-0"
THIRD FLOOR
22'-8"
FOURTH FLOOR
33'-4"
TRUSS BEARING
43'-8"
T.O. PARAPET
46'-2"
T.O. OVERHANG
45'-4"
TRUSS BEARING
42'-8"
T.O. PARAPET
46'-8 5/8"
T.O. PARAPET
48'-10"
F2 F1 F2F2 F2 F3F1 F2 M2
M1 S1 M2 M1 S1
M1 S1 M2
F1 F2 F1 F2 M2
F1 F2 F1 F2 F2 F2 ACM 2 F3 F2 F2 F3
ACM 1 ACM 1 ACM 1M1 S1 M2 M1 S1 M2 F3
M2 F2 F2
F2 F2 ACM 1
02
A222
01
A222
03
A222
03
A223
06
A223
G11
M2
F1 F2
F1 F1
F1 F2
F1
1
1 ASI 02 10.06.2021
10/11/21
A221EXTERIORBUILDINGELEVATIONSSCALE:
03 SOUTHEAST BUILDING ELEVATION
3/16" = 1'-0"ARCHITECTCLIENT CONSTRUCTION MANAGER PROJECT DRAWING TITLE SEAL SHEET PROJECT INFO REVISIONS20011
OCT. 06, 2021AVANT PHASE IICARMEL, INEDWARD ROSEDEVELOPMENTCARMEL LLC.FOR CONSTRUCTION
No. AR12000062
STATE OF
MDXELA
ARS
H
T E C TCHI
AR
STGI
R E E
DER
IANDI N A
SCALE:
02 SOUTHEAST BUILDING ELEVATION
3/16" = 1'-0" SCALE:
01 SOUTHEAST BUILDING ELEVATION
3/16" = 1'-0"
SCALE:
06 NORTHEAST BUILDING ELEVATION
3/16" = 1'-0" SCALE:
05 NORTHEAST BUILDING ELEVATION
3/16" = 1'-0" SCALE:
04 NORTHEAST BUILDING ELEVATION
3/16" = 1'-0"
FIBER CEMENT COLOR KEY
PEPPERY - SHERWIN WILLIAMS #6615
FLOWER POT - SHERWIN WILLIAMS #6334
DARING - SHERWIN WILLIAMS #6879
1 ASI 02 10.06.2021
11
11
1
1
10/11/21
A222EXTERIORBUILDINGELEVATIONSSCALE:
03 NORTHWEST BUILDING ELEVATION
3/16" = 1'-0"ARCHITECTCLIENT CONSTRUCTION MANAGER PROJECT DRAWING TITLE SEAL SHEET PROJECT INFO REVISIONS20011
OCT. 06, 2021AVANT PHASE IICARMEL, INEDWARD ROSEDEVELOPMENTCARMEL LLC.FOR CONSTRUCTION
No. AR12000062
STATE OF
MDXELA
ARS
H
T E C TCHI
AR
STGI
R E E
DER
IANDI N A
SCALE:
02 SOUTHWEST BUILDING ELEVATION
3/16" = 1'-0" SCALE:
01 SOUTHWEST BUILDING ELEVATION
3/16" = 1'-0"
FIBER CEMENT COLOR KEY
PEPPERY - SHERWIN WILLIAMS #6615
FLOWER POT - SHERWIN WILLIAMS #6334
DARING - SHERWIN WILLIAMS #6879
RIGHT
BALCONY
RETURN
SCALE:
04 NORTHWEST BUILDING ELEVATION
3/16" = 1'-0"
1
1 ASI 02 10.06.2021
1 1
10/11/21
A223EXTERIORBUILDINGELEVATIONSSCALE:
03 ENLARGED BUILDING ELEVATION
3/16" = 1'-0"ARCHITECTCLIENT CONSTRUCTION MANAGER PROJECT DRAWING TITLE SEAL SHEET PROJECT INFO REVISIONS20011
APRIL 28, 2021AVANT PHASE IICARMEL, INEDWARD ROSEDEVELOPMENTCARMEL LLC.PERMIT SET
No. AR12000062
STATE OF
MDXELA
ARS
H
T E C TCHI
AR
STGI
R E E
DER
IANDI N A
SCALE:
02 ENLARGED BUILDING ELEVATION
3/16" = 1'-0" SCALE:
01 ENLARGED BUILDING ELEVATION
3/16" = 1'-0"
SCALE:
06 ENLARGED BUILDING ELEVATION
3/16" = 1'-0" SCALE:
05 ENLARGED BUILDING ELEVATION
3/16" = 1'-0" SCALE:
04 ENLARGED BUILDING ELEVATION
3/16" = 1'-0"
MATERIALS LEGEND
ACM 2: ALUMINUM COMPOSITE PANEL
USED @ OVERHANGS
GRIZZLE GRAY - SW #7068
HORIZONTAL
JOINT
VERTICAL
JOINT
HORIZONTAL
JOINT
VERTICAL
JOINT
HORIZONTAL
JOINT
VERTICAL
JOINT
HORIZONTAL
JOINT
VERTICAL
JOINT
HORIZONTAL
JOINT
VERTICAL
JOINT
HORIZONTAL
JOINT
VERTICAL
JOINT
F2 F2 F2
F2F2 F2
10/11/21
ARCHITECTCLIENT CONSTRUCTION MANAGER PROJECT DRAWING TITLE SEAL SHEET PROJECT INFO REVISIONS20011
OCT. 06, 2021AVANT PHASE IICARMEL, INEDWARD ROSEDEVELOPMENTCARMEL LLC.FOR CONSTRUCTION
No. AR12000062
STATE OF
MDXELA
ARS
H
T E C TCHI
AR
STGI
R E E
DER
IANDI N A
A301EXTERIOR WALLSECTIONSSCALE:
01 WALL SECTION
EXTERIOR
3/8" = 1'-0"
FIRST FLOOR
0'-0"12'-0" SECOND FLOOR
12'-0"10'-8" 10'-8" 10'-4" 2'-6" 5'-914" THIRD FLOOR
22'-8"
FOURTH FLOOR
33'-4"
TRUSS BEARING
43'-8"
T.O. PARAPET
46'-2"
TRUSS BEARING
51'-11 1/4"3'-434"T.O. PARAPET
55'-4"F4F2 F2 R1 R1EW4
EW4
F3SCALE:
02 WALL SECTION
EXTERIOR
3/8" = 1'-0"
FIRST FLOOR
0'-0"12'-0" SECOND FLOOR
12'-0"10'-8" 10'-8" 10'-4" 11'-8"THIRD FLOOR
22'-8"
FOURTH FLOOR
33'-4"
TRUSS BEARING
43'-8"
T.O. PARAPET
55'-4"F4F2 F2 B2R1B1 B1 SCALE:
03 WALL SECTION
EXTERIOR
3/8" = 1'-0" F2F2 F2 R1 FIRST FLOOR
0'-0"12'-0" SECOND FLOOR
12'-0"10'-8" 10'-8" 10'-4" 5'-2"THIRD FLOOR
22'-8"
FOURTH FLOOR
33'-4"
TRUSS BEARING
43'-8"
T.O. PARAPET
48'-10"
EW3
EW3
EW3
EW4EW4
EW3
SIM.
EW3
SIM.
EW1
EW1
EW1
EW2
SIM.
SCALE:
04 WALL SECTION
EXTERIOR
3/8" = 1'-0" F2F2 F2 R1 B1B1 B1FIRST FLOOR
0'-0"12'-0" SECOND FLOOR
12'-0"10'-8" 10'-8" 9'-4" 2'-8" THIRD FLOOR
22'-8"
FOURTH FLOOR
33'-4"
TRUSS BEARING
42'-8"
T.O. OVERHANG
45'-4"1'-458"T.O. PARAPET
46'-8 5/8"
EW2
EW2
EW2
EW2
FINISHED FLOOR ELEVATIONS
REFER TO TOP OF FLOOR
DECKING
F14'-0" F14'-0" F14'-0" F14'-0"
05
A351
05
A351
02
A351
01
A351
01
A351
07
A351
08
A351
09
A351
03
A351
04
A351
06
A351
07
A351
10
A351
11
A351
11
A351
12
A351
02
A352
02
A352
01
A352
02
A352
04
A352
1 ASI 02 10.06.2021
1
10/11/21
ARCHITECTCLIENT CONSTRUCTION MANAGER PROJECT DRAWING TITLE SEAL SHEET PROJECT INFO REVISIONS20011
OCT. 06, 2021AVANT PHASE IICARMEL, INEDWARD ROSEDEVELOPMENTCARMEL LLC.FOR CONSTRUCTION
No. AR12000062
STATE OF
MDXELA
ARS
H
T E C TCHI
AR
STGI
R E E
DER
IANDI N A
A302EXTERIOR WALLSECTIONSSCALE:
01 WALL SECTION
EXTERIOR
3/8" = 1'-0"F2F2 F2 R1 F3FIRST FLOOR
0'-0"12'-0" SECOND FLOOR
12'-0"10'-8" 10'-8" 10'-4" 5'-2"THIRD FLOOR
22'-8"
FOURTH FLOOR
33'-4"
TRUSS BEARING
43'-8"
T.O. PARAPET
48'-10"
EW1
EW2b
EW2a
SCALE:
02 WALL SECTION
EXTERIOR
3/8" = 1'-0"F2F2 F2 R1 B1B1 B1FIRST FLOOR
0'-0"12'-0" SECOND FLOOR
12'-0"10'-8" 10'-8" 9'-4" 2'-8" THIRD FLOOR
22'-8"
FOURTH FLOOR
33'-4"
TRUSS BEARING
42'-8"
T.O. OVERHANG
45'-4"1'-458"T.O. PARAPET
46'-8 5/8"
EW2a
EW2a
EW2a
EW1
SCALE:
03 WALL SECTION
EXTERIOR
3/8" = 1'-0" F2F2 F2 R1 B1B1 B1FIRST FLOOR
0'-0"12'-0" SECOND FLOOR
12'-0"10'-8" 10'-8" 9'-4" 2'-8" THIRD FLOOR
22'-8"
FOURTH FLOOR
33'-4"
TRUSS BEARING
42'-8"
T.O. OVERHANG
45'-4"1'-458"T.O. PARAPET
46'-8 5/8"
EW1
SCALE:
04 WALL SECTION
EXTERIOR
3/8" = 1'-0" F2F2 F2 R1 FIRST FLOOR
0'-0"12'-0" SECOND FLOOR
12'-0"10'-8" 10'-8" 10'-4" 5'-2"THIRD FLOOR
22'-8"
FOURTH FLOOR
33'-4"
TRUSS BEARING
43'-8"
T.O. PARAPET
48'-10"
EW1
EW2
EW1
EW2b
EW2a
EW2a
EW2a
EW2a
EW2a
EW2a
EW2b
F14'-0" F14'-0"F14'-0"F14'-0"
13
A352
13
A352
07
A351
08
A351
03
A352
SIM.
05
A352
06
A352
08
A352
08
A352
07
A352
09
A352
09
A352
09
A352
02
A352
02
A352
02
A352
02
A352
12
A352
12
A352
03
A352
4" GARAGE ELEV.
-0'-4"4" GARAGE ELEV.
-0'-4"4" GARAGE ELEV.
-0'-4"
FINISHED FLOOR ELEVATIONS
REFER TO TOP OF FLOOR
DECKING
10/11/21
ARCHITECTCLIENT CONSTRUCTION MANAGER PROJECT DRAWING TITLE SEAL SHEET PROJECT INFO REVISIONS20011
APRIL 28, 2021AVANT PHASE IICARMEL, INEDWARD ROSEDEVELOPMENTCARMEL LLC.PERMIT SET
No. AR12000062
STATE OF
MDXELA
ARS
H
T E C TCHI
AR
STGI
R E E
DER
IANDI N A
A303EXTERIOR WALLSECTIONSSCALE:
01 WALL SECTION
EXTERIOR
3/8" = 1'-0"F1F2F2 F2 EW2
EW2
EW2R1R1
FIRST FLOOR
0'-0"12'-0" SECOND FLOOR
12'-0"10'-8" 10'-8" 10'-4" 2'-6" 5'-914" THIRD FLOOR
22'-8"
FOURTH FLOOR
33'-4"
TRUSS BEARING
43'-8"
T.O. PARAPET
46'-2"
TRUSS BEARING
51'-11 1/4"3'-434"T.O. PARAPET
55'-4"
SCALE:
02 WALL SECTION
EXTERIOR
3/8" = 1'-0"F1F4F2 F2 EW4
FIRST FLOOR
0'-0"12'-0" SECOND FLOOR
12'-0"10'-8" 10'-8" 10'-4" 2'-6" 5'-914" THIRD FLOOR
22'-8"
FOURTH FLOOR
33'-4"
TRUSS BEARING
43'-8"
T.O. PARAPET
46'-2"
TRUSS BEARING
51'-11 1/4"3'-434"T.O. PARAPET
55'-4"R1EW3
SIM.
EW3
SIM.
EW3
EW3
EW3
SCALE:
03 WALL SECTION
EXTERIOR
3/8" = 1'-0"F1F4F2 F2 EW4 R1 EW1
EW1
EW1
EW2b
4'-0"4'-0" 4'-0"
FIRST FLOOR
0'-0"12'-0" SECOND FLOOR
12'-0"10'-8" 10'-8" 10'-4" 5'-2"THIRD FLOOR
22'-8"
FOURTH FLOOR
33'-4"
TRUSS BEARING
43'-8"
T.O. PARAPET
48'-10"
03
A351
04
A351
14
A351
14
A351
11
A351
11
A351
EW3
EW3
12
A351
11
A351
SIM.
05
A351
05
A351
05
A351
08
A351
07
A351
09
A351
10
A352
11
A352
FINISHED FLOOR ELEVATIONS
REFER TO TOP OF FLOOR
DECKING
10/11/21
ARCHITECTCLIENT CONSTRUCTION MANAGER PROJECT DRAWING TITLE SEAL SHEET PROJECT INFO REVISIONS20011
APRIL 28, 2021AVANT PHASE IICARMEL, INEDWARD ROSEDEVELOPMENTCARMEL LLC.PERMIT SET
No. AR12000062
STATE OF
MDXELA
ARS
H
T E C TCHI
AR
STGI
R E E
DER
IANDI N A
A351SECTION DETAILSSCALE:
06 DETAILS
SECTION
3/4" = 1'-0"F1REFER TO STRUCTURALSCALE:
02 DETAILS
SECTION
3/4" = 1'-0"
SCALE:
05 DETAILS
SECTION
3/4" = 1'-0"F1REFER TO STRUCTURAL01
A052
01
A381F2 5'-3"04
A381
05
A381
SCALE:
01 DETAILS
SECTION
3/4" = 1'-0"F2F3EW4
03
A053
SCALE:
03 DETAILS
SECTION
3/4" = 1'-0"R1SIM.EW4
03
A053
11
A381
SCALE:
04 DETAILS
SECTION
3/4" = 1'-0"
EW3
09
A381
02
A053
SIM.R102
A381
SCALE:
07 DETAILS
SECTION
3/4" = 1'-0" F2 01
A053
01
A053
03
A053
03
A053
5'-5916"
5'-6"
SCALE:
08 DETAILS
SECTION
3/4" = 1'-0" F2 01
A053
02
A053
03
A381
SCALE:
09 DETAILS
SECTION
3/4" = 1'-0"R1 10
A381
2'-0"
EW2b
SCALE:
10 DETAILS
SECTION
3/4" = 1'-0"
04
A381
05
A381
02
A053
07
A381
EW4
03
A053
EW4
EW1EW3
EW1
EW1
EW2b
02
A053
SCALE:
11 DETAILS
SECTION
3/4" = 1'-0"
02
A053
02
A382
EW3
01
A382
02
A053
SCALE:
12 DETAILS
SECTION
3/4" = 1'-0"
EW3
02
A053
09
A381
04
A382 5'-6"
6'-8"
EW3F2
5'-6"
08
A381
12
A381
2'-0" 1'-8"ALIGN HORIZONTAL
JOINT W/ ADJACENT
PROJECTION
ALIGN HORIZONTAL
JOINT W/ ADJACENT
PROJECTION
10/11/21
ARCHITECTCLIENT CONSTRUCTION MANAGER PROJECT DRAWING TITLE SEAL SHEET PROJECT INFO REVISIONS20011
OCT. 06, 2021AVANT PHASE IICARMEL, INEDWARD ROSEDEVELOPMENTCARMEL LLC.FOR CONSTRUCTION
No. AR12000062
STATE OF
MDXELA
ARS
H
T E C TCHI
AR
STGI
R E E
DER
IANDI N A
A352SECTION DETAILSSCALE:
01 DETAILS
SECTION
3/4" = 1'-0"F1REFER TO STRUCTURALEW2a
02
A053
01
A383
SCALE:
02 DETAILS
SECTION
3/4" = 1'-0"F1 02
A053
02
A382
EW2a
02
A053
EW2a
6'-8"
SCALE:
04 DETAILS
SECTION
3/4" = 1'-0"
02
A053
EW2a
06
A382
6'-2"
SCALE:
03 DETAILS
SECTION
3/4" = 1'-0"F1 10
A382
EW2a
07
A382
02
A053
03
A382
EW2a
01
A382
6'-8"
SCALE:
05 DETAILS
SECTION
3/4" = 1'-0"F1REFER TO STRUCTURALEW1
02
A383
02
A381
SIM.2'-0"SCALE:
06 DETAILS
SECTION
3/4" = 1'-0"
01
A053
12
A382
SCALE:
08 DETAILS
SECTION
3/4" = 1'-0"
01
A053
01
A053
SCALE:
07 DETAILS
SECTION
3/4" = 1'-0"
10
A382
01
A053
11
A382
SCALE:
09 DETAILS
SECTION
3/4" = 1'-0"F109
A382 REFER TO STRUCTURALSCALE:
10 DETAILS
SECTION
3/4" = 1'-0" F15'-3"
SCALE:
11 DETAILS
SECTION
3/4" = 1'-0"F1 5'-3"
05
A383
06
A383
04
A381
05
A382
03
A053
04
A053
SCALE:
12 DETAILS
SECTION
3/4" = 1'-0"
02
A053
EW2a
06
A382
6'-2"
08
A382
SCALE:
13 DETAILS
SECTION
3/4" = 1'-0"R110
A381
SIM.
2'-0"
EW2b
02
A053 R1HORIZONTAL JOINT @
FLOOR LINE, TYP.
SLOPE
SCALE:
14 DETAILS
SECTION
3/4" = 1'-0" F1 04
A053
EW1
EW2
04
A053
SCALE:
15 DETAILS
SECTION
3/4" = 1'-0"R1SIM.EW2
04
A053
11
A381
5'-5916"
04
A383
01
A382
6'-8"2'-0" MASONRY BASE1 ASI 02 10.06.2021
1
SCALE:
16 DETAILS
SECTION
3/4" = 1'-0"F1 REFER TO STRUCTURALEW1
07
A383
2'-0"EW3
02
A381
SIM.
1
10/11/21
EW1 ARCHITECTCLIENT CONSTRUCTION MANAGER PROJECT DRAWING TITLE SEAL SHEET PROJECT INFO REVISIONS20011
APRIL 28, 2021AVANT PHASE IICARMEL, INEDWARD ROSEDEVELOPMENTCARMEL LLC.PERMIT SET
No. AR12000062
STATE OF
MDXELA
ARS
H
T E C TCHI
AR
STGI
R E E
DER
IANDI N A
A381SECTION DETAILSSCALE:
02 DETAILS
SECTION
3" = 1'-0"
SCALE:
01 DETAILS
SECTION
3" = 1'-0"
FULLY GROUTED
SCALE:
03 DETAILS
SECTION
3" = 1'-0"F2 EW1
SCALE:
04 DETAILS
SECTION
3" = 1'-0"
SCALE:
05 DETAILS
SECTION
3" = 1'-0"
SCALE:
06 DETAILS
SECTION
3" = 1'-0"
SCALE:
07 DETAILS
SECTION
3" = 1'-0"F1F1F2SCALE:
08 DETAILS
SECTION
3" = 1'-0" SCALE:
11 DETAILS
SECTION
3" = 1'-0"
SCALE:
09 DETAILS
SECTION
3" = 1'-0"
SCALE:
10 DETAILS
SECTION
3" = 1'-0"
SCALE:
12 DETAILS
SECTION
3" = 1'-0" R1R1R1R12" RIGID INSULATION W/
VAPOR BARRIER BELOW
GRADE- EXTEND TO
BOTTOM OF FOOTING
34" STARTER BLOCK
THRU-WALL FLASHING
CELL VENTS & WEEPS @
24" O.C. HORIZONTALLY
2" RIGID INSULATION W/
VAPOR BARRIER BELOW
GRADE- EXTEND TO
BOTTOM OF FOOTING
14" TREATED SHIM W/
BACKER ROD &
SEALANT
STOREFRONT
ASSEMBLY, PER
SCHEDULE
CELL VENTS & WEEPS @
24" O.C. HORIZONTALLY
14"
1"
THRU-WALL FLASHING
METAL FLASHING W/
DRIP EDGE
INSTALL FLASHING OVER
A MORTAR BED TO
ENSURE POSITIVE
DRAINAGE
ROWLOCK COURSING
REVEAL BASE TRIM, FRY
REGLET OR EQUAL
12" 12"EW2
F2EW2
KICK-OUT FLASHING
REVEAL BASE TRIM,
FRY REGLET OR
EQUAL
78" 12"BALCONY FRAMING-
REFER TO
STRUCTURAL
DRAWINGS
TREATED
MISCELLANEOUS
BLOCKING FOR SLOPE
BALCONY FRAMING-
REFER TO
STRUCTURAL
DRAWINGS
TREATED 2x_
BLOCKING FOR SLOPE
716" SHEATHING W/
BUILDING WRAP
ACM PANEL, SIMILAR
TO EW4
TERMINATION TRIM, BY
PANEL MANUFACTURER-
CAULK
38"
ALUMINUM BALCONY
RAILINGS W/ MESH
INSERT, TYP.3 1/2"INTERIOR CORNER
TRIM, BY PANEL
MANUFACTURER
TERMINATION TRIM,
BY PANEL
MANUFACTURER-
CAULK
14" PER 12"MIN.
BALCONY FRAMING-
REFER TO
STRUCTURAL
DRAWINGS
TREATED 2x_
BLOCKING FOR
SLOPE
14" SHIM & SEALANT
3 8"STOREFRONT
ASSEMBLY, PER
SCHEDULE
ACM PANEL, SIMILAR
TO EW4
716" SHEATHING W/
BUILDING WRAP
BALCONY FRAMING-
REFER TO
STRUCTURAL
DRAWINGS
OUTSIDE CORNER
TRIM, BY PANEL
MANUFACTURER
ACM PANEL, SIMILAR
TO EW4
716" SHEATHING &
BUILDING WRAP
2x_ TREATED
BLOCKING @ 16" O.C.
1'-0"
12"
EW4
PRE-FINISHED METAL
COPING W/ DRIP EDGE
& CONTINUOUS CLEAT34"SEALANT
SEALANT
2x_ TREATED WOOD
NAILERS
CAP FLASHING &
COUNTER FLASHING
BASE FLASHING8-12"CANT STRIP
STOREFRONT
ASSEMBLY, PER
SCHEDULE
SHIM & SEALANT
DRYWALL RETURN
34" EXTERIOR
SHEATHING
2x_ TREATED WOOD
NAILERS
34" EXTERIOR
SHEATHING
1'-6"SEALANT
2x_ TREATED NAILERS
ROOF PARAPET
FRAMING- REFER TO
STRUCTURAL
DRAWINGS
PRE-FINISHED COPING
FASCIA W/
CONTINUOUS
FULL-LENGTH WIND
CLEAT
DRIP
J-TRIM REVEAL- FRY
REGLET OR EQUAL
FIBER CEMENT SOFFIT
PANEL
FIBER CEMENT SOFFIT
PANEL
INTERIOR CORNER
TRIM REVEAL, FRY
REGLET OR EQUAL
EXTENDED ROOFING
MEMBRANE OVER 14"
PROTECTION BOARD 1'-6"2x_ TREATED NAILERS
ROOF PARAPET
FRAMING- REFER TO
STRUCTURAL
DRAWINGS
PRE-FINISHED COPING
FASCIA W/
CONTINUOUS
FULL-LENGTH WIND
CLEAT
DRIP
CANT STRIP
CANT STRIP
34" EXTERIOR
SHEATHING
LAYER TPO ROOFING
FOR REINFORCEMENT
@ CORNERS
TREATED BLOCKING
FOR ROOF SLOPE
FIBER CEMENT SOFFIT
PANEL
INTERIOR CORNER
TRIM REVEAL, FRY
REGLET OR EQUAL
EXTENDED ROOFING
MEMBRANE OVER 14"
PROTECTION BOARD
REFER TO SHEET A053
FOR MASONRY DETAILS
AT WINDOW SILLS
BASE TRIM, PER
SCHEDULE
BASE TRIM, PER
SCHEDULE138"MORTAR NET
2" RIGID INSULATION W/
VAPOR BARRIER BELOW
GRADE- EXTEND TO
BOTTOM OF FOOTING
14" PER 12"
MIN.
14" PER 12"
MIN.
14" PER 12"
MIN.
14" PER 12"
MIN.
14" PER 12"
MIN.
14" PER 12"
MIN.
14" PER 12"
MIN.
10/11/21
ARCHITECTCLIENT CONSTRUCTION MANAGER PROJECT DRAWING TITLE SEAL SHEET PROJECT INFO REVISIONS20011
APRIL 28, 2021AVANT PHASE IICARMEL, INEDWARD ROSEDEVELOPMENTCARMEL LLC.PERMIT SET
No. AR12000062
STATE OF
MDXELA
ARS
H
T E C TCHI
AR
STGI
R E E
DER
IANDI N A
A382SECTION DETAILSB1SCALE:
01 DETAILS
SECTION
3" = 1'-0"
SCALE:
02 DETAILS
SECTION
3" = 1'-0"
SCALE:
03 DETAILS
SECTION
3" = 1'-0"
SCALE:
04 DETAILS
SECTION
3" = 1'-0"F2F2F2 SCALE:
05 DETAILS
SECTION
3" = 1'-0"
SCALE:
06 DETAILS
SECTION
3" = 1'-0"
SCALE:
07 DETAILS
SECTION
3" = 1'-0"
SCALE:
08 DETAILS
SECTION
3" = 1'-0"
SCALE:
09 DETAILS
SECTION
3" = 1'-0"
SCALE:
10 DETAILS
SECTION
3" = 1'-0"F1SCALE:
11 DETAILS
SECTION
3" = 1'-0"
SCALE:
12 DETAILS
SECTION
3" = 1'-0"
FASCIA BOARD, FINISH
TO MATCH EW2b
2x10 BALCONY
FRAMING, REFER TO
STRUCTURAL DRAWINGS
12" DROP BEAM- REFER
TO STRUCTURAL
DRAWING. PAINTED TO
MATCH FASCIA
KICK-OUT FLASHING-
EXTEND MEMBRANE UP
AND OVER TOP OF
FRAMING914"ALUMINUM BALCONY
RAILINGS W/ MESH
INSERT, TYP.
2x10 LEDGER BOARDS &
HANGER- REFER TO
STRUCTURAL DRAWINGS
EW4a612"BASE REVEAL TRIM, FRY
REGLET OR EQUAL.
INCLUDE KICK-OUT
FLASHING
34" BASE TRIM, PER
SCHEDULE
BASE TRIM, PER
SCHEDULE
2x10 LEDGER BOARDS &
HANGER- REFER TO
STRUCTURAL DRAWINGS
BASE REVEAL TRIM, FRY
REGLET OR EQUAL.
INCLUDE KICK-OUT
FLASHING
34"METAL FLASHING W/ DRIP
EDGE- SET ON MORTAR
BED TO ENSURE POSITIVE
DRAINAGE
CELL VENT & WEEP
INSTALLED @ 24" O.C.
HORIZONTALLY
14"
SOLDIER COURSE
FIBER CEMENT
SOFFIT PANEL
INTERIOR
CORNER TRIM
REVEAL, FRY
REGLET OR
EQUAL
CELL VENT & WEEP
INSTALLED @ 24" O.C.
HORIZONTALLY
MORTAR NET
THRU-WALL FLASHING
ACM PANEL
7/16" SHEATHING &
BUILDING WRAP
LOW ROOF FRAMING
-REFER TO STRUCTURAL
BASE TRIM, PER
SCHEDULE
LAYER TPO ROOFING
FOR REINFORCEMENT
@ CORNERS
2x_ TREATED
BLOCKING FOR SLOPE
BASE FLASHING
PRE-FINISHED COPING
GRAVEL STOP W/
DRIP & CONTINUOUS
CLEAT714"2x_ TREATED NAILERS
CANT STRIP
BASE FLASHING
PRE-FINISHED COPING
GRAVEL STOP W/
DRIP & CONTINUOUS
CLEAT714"CANT STRIP
2x_ TREATED NAILER
LAYER TPO ROOFING
FOR REINFORCEMENT @
CORNERS
12"
CONTROL JOINT &
SEALANT
2" RIGID INSULATION W/
VAPOR BARRIER BELOW
GRADE- EXTEND TO
BOTTOM OF FOOTING 1'-534"2x_ TREATED NAILERS
ROOF PARAPET
FRAMING- REFER TO
STRUCTURAL
DRAWINGS
PRE-FINISHED COPING
FASCIA W/
CONTINUOUS
FULL-LENGTH WIND
CLEAT
3/4" EXTERIOR
DECKING
TPO ROOFING
CELL VENT & WEEP
INSTALLED @ 24" O.C.
HORIZONTALLY
DOUBLE SOLDIER
COURSING
CAST STONE STRING
COURSING W/ DRIP
1'-2" 158"1"THRU-WALL FLASHING
CELL VENT & WEEP
INSTALLED @ 24" O.C.
HORIZONTALLY
MORTAR NET
138"14"
EW4a
EW4a
EW1
EW1
EW1
EW1
CELL VENT & WEEP
INSTALLED @ 24" O.C.
HORIZONTALLY
DOUBLE SOLDIER
COURSING
CAST STONE STRING
COURSING W/ DRIP
1'-2" 158"1"THRU-WALL FLASHING138"14"38"EW4 BASE REVEAL TRIM, FRY
REGLET OR EQUAL
SOLDIER COURSE OVER
OPENING
MORTAR NET
CELL VENT & WEEP
INSTALLED @ 24" O.C.
HORIZONTALLY
THRU-WALL FLASHING
TROWEL MORTAR TO
CREATE POSITIVE
DRAINAGE
14"
FIBER CEMENT SOFFIT
PANEL @ OPENING
HEADER BEAM @
OPENING- REFER TO
STRUCTURAL DRAWINGS 4"14" PER 12"
14" PER 12"
MIN.
14" PER 12"
MIN.
10/11/21
ARCHITECTCLIENT CONSTRUCTION MANAGER PROJECT DRAWING TITLE SEAL SHEET PROJECT INFO REVISIONS20011
OCT. 06, 2021AVANT PHASE IICARMEL, INEDWARD ROSEDEVELOPMENTCARMEL LLC.FOR CONSTRUCTION
No. AR12000062
STATE OF
MDXELA
ARS
H
T E C TCHI
AR
STGI
R E E
DER
IANDI N A
A383SECTION DETAILSSCALE:
01 DETAILS
SECTION
3" = 1'-0"F1SCALE:
02 DETAILS
SECTION
3" = 1'-0"
SCALE:
03 DETAILS
SECTION
3" = 1'-0"F1 1"BASE REVEAL TRIM, FRY
REGLET OR EQUAL.
KICK-OUT FLASHING
EW1
CELL VENTS & WEEPS,
INSTALLED @ 24" O.C.
HORIZONTALLY
4"1"3"MORTAR NET
THRU-WALL FLASHING
CAST STONE STRING
COURSING W/ DRIP
CELL VENTS & WEEPS,
INSTALLED @ 24" O.C.
HORIZONTALLY
CELL VENTS & WEEPS,
INSTALLED @ 24" O.C.
HORIZONTALLY
THRU-WALL FLASHING
MORTAR NET
GROUT SOLID TO
FOOTING
BASE TRIM, PER
SCHEDULE
FORMED METAL
SCUPPER BOX SET ON
FULL BED OF SEALANT
2x_ TREATED WOOD
NAILERS
EXTEND BUILDING WRAP
AROUND SCUPPER
METAL CONDUCTOR
HEAD W/ INTEGRATED
SCUPPER- REFER TO
OVERALL ROOF PLAN
FOR LOCATION
FLASH AROUND ALL
SCUPPER BOX
TERMINATION
EXTEND ROOFING
MEMBRANE BEHIND
SCUPPER BOX- ROOF
FLASHING @ OVERLAP 4"34" EXTERIOR SHEATHING
MISCELLANEOUS 2x_
FRAMING BETWEEN
ROOF TRUSSES @ ALL
SCUPPER LOCATIONS
2" RIGID INSULATION W/
VAPOR BARRIER BELOW
GRADE- EXTEND TO
BOTTOM OF FOOTINGR1SIMEW2
PRE-FINISHED METAL
COPING W/ DRIP EDGE
& CONTINUOUS CLEAT34"SEALANT
SEALANT
2x_ TREATED WOOD
NAILERS
3/4" EXTERIOR
SHEATHING
SCALE:
04 DETAILS
SECTION
3" = 1'-0"
14" PER 12"MIN.
14" PER 12"
MIN.
SCALE:
05 DETAILS
SECTION
3" = 1'-0"
BALCONY FRAMING-
REFER TO
STRUCTURAL
DRAWINGS
OUTSIDE CORNER W/
VARIABLE ANGLE
TRIM, FRY REGLET OR
EQUAL
FIBER CEMENT FASCIA,
SIMILAR TO EW2
716" SHEATHING &
BUILDING WRAP
2x_ TREATED
BLOCKING @ 16" O.C.
14" PER 12"
MIN.
OUTSIDE CORNER
TRIM, FRY REGLET OR
EQUAL
SCALE:
06 DETAILS
SECTION
3" = 1'-0"F2INTERIOR CORNER
TRIM, FRY REGLET OR
EQUAL
TERMINATION TRIM,
BY PANEL
MANUFACTURER-
CAULK
BALCONY FRAMING-
REFER TO
STRUCTURAL
DRAWINGS
TREATED 2x_
BLOCKING FOR
SLOPE
14" SHIM & SEALANT
38"STOREFRONT
ASSEMBLY, PER
SCHEDULE
FIBER CEMENT PANEL,
SIMILAR TO EW2
716" SHEATHING W/
BUILDING WRAP
14" PER 12"
MIN.
WRAP BUILDING WRAP
AROUND SCUPPER AND
EXTEND UP PARAPET
1'-0"CELL VENTS & WEEPS,
INSTALLED @ 24" O.C.
HORIZONTALLY338"SCALE:
07 DETAILS
SECTION
3" = 1'-0"
EW1
EW3
METAL FLASHING W/
DRIP EDGE, SET IN
SEALANT
SCORE MASONRY FOR
4" ROWLOCK LEDGE12"1 ASI 02 10.06.2021
158"4"4"1"
METAL FLASHING W.
BACKER ROD &
SEALANT
12"10/11/21
LF1
LF1
LF1
LF1
LF1
LF1
LF1
LF1
LF1
LF3
CFB
LF4
LF1
LF1 ARCHITECTCLIENT CONSTRUCTION MANAGER PROJECT DRAWING TITLE SEAL SHEET PROJECT INFO REVISIONS20011
APRIL 28, 2021AVANT PHASE IICARMEL, INEDWARD ROSEDEVELOPMENTCARMEL LLC.PERMIT SET
No. AR12000062
STATE OF
MDXELA
ARS
H
T E C TCHI
AR
STGI
R E E
DER
IANDI N A
A401ENLARGED UNITPLAN - A1SCALE:
01 FLOOR PLAN
UNIT A1
1/4" = 1'-0"SCALE:
02 REFLECTED CEILING PLAN
UNIT A1
1/4" = 1'-0"SCALE:
03 FINISH PLAN
UNIT A1
1/4" = 1'-0"
LEGEND
INDICATES INTERIOR ELEVATION
INDICATES DOOR TYPE
INDICATES WINDOW TYPE
3
2
A
SYMBOL
48"INDICATES LENGTH OF REINFORCING
2'-1012" 11'-1112"
MW1
HDW1
RANGE
AP1
WT1
MW
AP3
MW1
HDW1
MW1
HDW1
AP4
REF.SS1
6'-712"
2'-0" 3'-0" 1'-6"2'-1012"MW1
HDW1
SS1
DW
AP2 1'-6" 3'-6"2'-6" 2'-0"
112"
1" 3'-6"4'-6" 8'-0"112"BEDROOM
KITCHEN
CLOSET
BATH
W/D
LIVING
BALCONY
4'-1014" 4'-1014" 2'-0"2'-0" 3'-512" 3'-1" 1'-814"1'-814" 3'-6" 5'-0"2'-534" 4'-0" 4'-0" 4'-1012"6'-534"4'-0" 5'-714"5'-714" 6'-0" 6'-0"6'-0"BEDROOM
KITCHEN
CLOSET
MECH.
W/D
LIVING
BALCONY
CPT1
P1
LVT1
P1
CPT1
P1
LVT1
P1
LVT1
P1
5
4 67
10 8
9
SCALE:
04 KITCHEN INTERIOR ELEVATION
1/2" = 1'-0"SCALE:
06 BATHROOM INTERIOR ELEVATION
1/2" = 1'-0" SCALE:
05 KITCHEN INTERIOR ELEVATION
1/2" = 1'-0"
U1
U2
U3
U4
U5
U6
UNIT ACCESSORY NOTES
1. 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.
2. ALL UNIT ACCESSORIES TO BE MOUNTED INTO DRYWALL WITH
MANUFACTURER'S SPECIFIED ANCHORS.
ALL BATHROOM FIXTURES TO BE SATING NICKEL OR OIL RUBBED
BRONZE.
SHOWER ROD (CURTAINS BY OTHERS)
SURFACE MOUNTED TOILET TISSUE HOLDER
24" TOWEL BAR
LIGHTED MIRROR - CENTER ON SINK
ROBE HOOK - INTERIOR SIDE OF DOOR
TOWEL RING
UNIT DOOR SCHEDULE
TYPE
CORRIDOR UNIT ENTRY
BEDROOM / BATHROOM
A
B
C
D
E
POCKET DOOR
F
G
CLOSET
SIZE
3'-0" X 7'-0"
2'-10" X 6'-8"
2'-10" X 6'-8"
CLOSET
DOUBLE CLOSET DOORS
2'-6" X 6'-8"
(2) 2'-6" X 6'-8"
2'-10" X 6'-8"
2'-0" X 6'-8"
MARK
H DOUBLE CLOSET SLIDING DOORS (2) 3'-0" X 6'-8"
I
CLOSET
NOT USED
3'-114" 2'-234"2'-10"2'-10" A
G
B
B
C
C
11'-1112"
3'-3"
34"
2'-0" 2'-6" 2'-0"
34" 1"
2'-0"2'-10" 9'-014"
1'-6" 1'-6" 1'-10"8'-0"U2
U4
SS2
MW1
HDW1
U3
U6
4" 2"1'-2" 3'-6"2'-6" 1'-6"
PROVIDE 2 X 10 BLOCKING
OR EQUAL AT ALL UPPER
CABINETS
SCALE:
07 INTERIOR ELEVATION
BATHROOM
1/2" = 1'-0"2'-8" 3'-10" 4'-1034"
WT1
SH-1
7'-412" SCALE:
08 INTERIOR ELEVATION
CLOSET
1/2" = 1'-0"SCALE:
09 INTERIOR ELEVATION
CLOSET
1/2" = 1'-0"SCALE:
10 INTERIOR ELEVATION
CLOSET
1/2" = 1'-0"
3'-914"
34" 3 4"
SHELF
ROD
SHELF
ROD
SHELF
ROD
SHELF
SHELF
SHELF
SHELF
SHELF
SHELF 1'-234" 3'-914"
34"34"
E
LIGHT SCHEDULE
LF1 4" ROUND SURFACE DOWNLIGHT
LF2 NOT USED
LF3 CEILING FAN
LF4 LIGHTED MIRROR - INSTALL JUNCTION BOX IN DRAWN AREA
CFB CEILING FAN BOX - WIRED FOR CONTROL OF LIGHT AND FAN
AT SWITCH
W2
W1 W1W4p
W4
W4
W4
W6a W3W3W1 W2W2W1W1W1
W4
6'-814"6'-814"
MECH.1'-234" 1'-234" 1'-234" 1'-312"6"112"W8UNIT 111.2
DEMISING WALL TYPES
CHANGE TO W8 WHEN
ADJACENT TO AMENITY
SPACES- REFER TO A1013'-11"8"
6'-612" 3'-2" 5'-712" 10'-4"
26'-4"3'-1112"26'-812" 4'-7"5'-712" 11'-8" 5'-0" 4'-3" CLR.5'-3" CLR.1'-9" 1'-9" 2'-012"
5'-412" 4'-2" 2'-634" 4'-0" 2'-634" B
1"
13'-812" 12'-712"30'-8" W1 7'-7" 4'-7" W1 3'-4" 3'-11"
BATH
LVT1
P12'-6"1'-712"114"
5'-53 4"
34"3 4" 6"2'-11"6" 6" 1"
4'-612"1'-8"2'-0"
3 4"
3'-3"
34"
1'-0" 1'-0"
1"
10/11/21
LF1
LF1
LF1
LF1
LF1LF1
LF1
LF1
LF1
LF3
CFB
LF1
LF1
LF4 ARCHITECTCLIENT CONSTRUCTION MANAGER PROJECT DRAWING TITLE SEAL SHEET PROJECT INFO REVISIONS20011
APRIL 28, 2021AVANT PHASE IICARMEL, INEDWARD ROSEDEVELOPMENTCARMEL LLC.PERMIT SET
No. AR12000062
STATE OF
MDXELA
ARS
H
T E C TCHI
AR
STGI
R E E
DER
IANDI N A
A401aENLARGED UNITPLAN - A1aSCALE:
01 FLOOR PLAN
UNIT A1
1/4" = 1'-0"SCALE:
02 REFLECTED CEILING PLAN
UNIT A1
1/4" = 1'-0"SCALE:
03 FINISH PLAN
UNIT A1
1/4" = 1'-0"
LEGEND
INDICATES INTERIOR ELEVATION
INDICATES DOOR TYPE
INDICATES WINDOW TYPE
3
2
A
SYMBOL
48"INDICATES LENGTH OF REINFORCING
2'-1012" 11'-1112"
MW1
HDW1
RANGE
AP1
WT1
MW
AP3
MW1
HDW1
MW1
HDW1
AP4
REF.SS1
6'-712"
2'-0" 3'-0" 1'-6"2'-1012"MW1
HDW1
SS1
DW
AP2 1'-6" 3'-6"3'-3"34" 2'-0"2'-6" 2'-0"
112"
1" 3'-6"4'-6" 8'-0"112"BEDROOM
KITCHEN
CLOSET
BATH
W/D
LIVING
BALCONY
4'-1014" 4'-1014" 2'-0"1'-11" 3'-512" 3'-1" 1'-814" 1'-814" 3'-6" 5'-0"2'-534" 4'-0" 4'-0" 4'-1012"6'-534"4'-0" 5'-7"5'-714" 6'-0" 6'-0"6'-0"BEDROOM
KITCHEN
CLOSET
MECH.
W/D
LIVING
BALCONY
CPT1
P1
LVT1
P1
CPT1
P1
LVT1
P1
LVT1
P1
5
4 67
10 8
9
SCALE:
04 KITCHEN INTERIOR ELEVATION
1/2" = 1'-0"SCALE:
06 BATHROOM INTERIOR ELEVATION
1/2" = 1'-0" SCALE:
05 KITCHEN INTERIOR ELEVATION
1/2" = 1'-0"
U1
U2
U3
U4
U5
U6
UNIT ACCESSORY NOTES
1. 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.
2. ALL UNIT ACCESSORIES TO BE MOUNTED INTO DRYWALL WITH
MANUFACTURER'S SPECIFIED ANCHORS.
ALL BATHROOM FIXTURES TO BE SATING NICKEL OR OIL RUBBED
BRONZE.
SHOWER ROD (CURTAINS BY OTHERS)
SURFACE MOUNTED TOILET TISSUE HOLDER
24" TOWEL BAR
LIGHTED MIRROR - CENTER ON SINK
ROBE HOOK - INTERIOR SIDE OF DOOR
TOWEL RING
UNIT DOOR SCHEDULE
TYPE
CORRIDOR UNIT ENTRY
BEDROOM / BATHROOM
A
B
C
D
E
POCKET DOOR
F
G
CLOSET
SIZE
3'-0" X 7'-0"
2'-10" X 6'-8"
2'-10" X 6'-8"
CLOSET
DOUBLE CLOSET DOORS
2'-6" X 6'-8"
(2) 2'-6" X 6'-8"
2'-10" X 6'-8"
2'-0" X 6'-8"
MARK
H DOUBLE CLOSET SLIDING DOORS (2) 3'-0" X 6'-8"
I
CLOSET
NOT USED
3'-114" 2'-234"2'-10"2'-914" A
G
B
B
C
C
34" 1"2'-0"
11'-1112"
3'-3"
34"
2'-0" 2'-6" 2'-0"
34" 1"
2'-0"
PROVIDE 2 X 10 BLOCKING
OR EQUAL AT ALL UPPER
CABINETS
SCALE:
07 INTERIOR ELEVATION
BATHROOM
1/2" = 1'-0"
SCALE:
08 INTERIOR ELEVATION
CLOSET
1/2" = 1'-0"SCALE:
09 INTERIOR ELEVATION
CLOSET
1/2" = 1'-0"SCALE:
10 INTERIOR ELEVATION
CLOSET
1/2" = 1'-0"
3'-914"
34"34"
SHELF
ROD
SHELF
ROD
SHELF
ROD
SHELF
SHELF
SHELF
SHELF
SHELF
SHELF 1'-234" 3'-914"
34"34"
E
LIGHT SCHEDULE
LF1 4" ROUND SURFACE DOWNLIGHT
LF2 NOT USED
LF3 CEILING FAN
LF4 LIGHTED MIRROR - INSTALL JUNCTION BOX IN DRAWN AREA
CFB CEILING FAN BOX - WIRED FOR CONTROL OF LIGHT AND FAN
AT SWITCH
W2
W1 W1W4p
W4
W4
W4
W6a W3W3W1 W2W2W1W1W1
W4
6'-814"6'-814"
MECH.1'-234" 1'-234" 1'-234" 1'-312"6"112"W8UNIT 111.2
DEMISING WALL TYPES
CHANGE TO W8 WHEN
ADJACENT TO AMENITY
SPACES- REFER TO A1013'-11"8"
6'-612" 3'-2" 5'-712" 10'-4"
26'-4"3'-1112"26'-812" 4'-6"5'-834" 11'-734" 5'-0" 4'-3" CLR.5'-3" CLR.1'-834" 1'-914" 2'-012"
5'-412" 4'-2"3'-1" 3'-1" 3'-1" B
13'-812" 12'-712"30'-8" W1 7'-7" 4'-7" W1 3'-4" 3'-11"
BATH
LVT1
P1
5'-53 4"
34"3 4" 6"2'-11"6" 6" 1"
4'-612"1'-814"2'-10" 9'-112"
1'-612" 1'-6"
1"
2'-0"8'-0"U2
U4
SS2
MW1
HDW1
U3
4" 2"1'-2" 1'-10" 2'-7" 1'-6"
PROVIDE 2 X 10 BLOCKING
OR EQUAL AT ALL UPPER
CABINETS
1'-8"1'-1014" 3'-10"U1
5'-0"
WT1
BA-1
BT-19 34"1'-1014" 5'-0"11
SCALE:
11 INTERIOR ELEVATION
CLOSET
1/2" = 1'-0"
3'-714"
34" 3 4"
SHELF
ROD6"3'-11"10/11/21
LF5
LF1
LF1
LF1 LF1LF1
LF1 LF1
LF1
LF1
LF1
LF1
CFB
LF4 ARCHITECTCLIENT CONSTRUCTION MANAGER PROJECT DRAWING TITLE SEAL SHEET PROJECT INFO REVISIONS20011
APRIL 28, 2021AVANT PHASE IICARMEL, INEDWARD ROSEDEVELOPMENTCARMEL LLC.PERMIT SET
No. AR12000062
STATE OF
MDXELA
ARS
H
T E C TCHI
AR
S TGI
R E E
DER
IANDI N A
A402ENLARGED UNITPLAN - A2SCALE:
01 FLOOR PLAN
UNIT A2
1/4" = 1'-0"SCALE:
02 REFLECTED CEILING PLAN
UNIT A2
1/4" = 1'-0"SCALE:
03 FINISH PLAN
UNIT A2
1/4" = 1'-0"
LEGEND
INDICATES INTERIOR ELEVATION
INDICATES DOOR TYPE
INDICATES WINDOW TYPE
3
2
A
SYMBOL
48"INDICATES LENGTH OF REINFORCING
2'-1012" MW1
HDW1
RANGE
AP1
WT1
MW
AP3
MW1
HDW1
AP4
REF.
SS1
7'-112"
3'-0" 2'-034"2'-1012"MW1
HDW1
SS1
DW
AP2 1'-6" 3'-6"34"2'-0"6'-0" 8'-0"FIELD VERIFY ALL CLOSET
ELEVATIONS PRIOR TO
FABRICATION & INSTALL.
BEDROOM
KITCHEN
CLOSET
BATH
W
LIVING
BALCONY
4'-614" 4'-614"2'-0"5'-758"4'-0" 4'-0"
7'-1014" 4'-0" 5'-714"5'-714" 6'-1" 6'-1" 6'-058"BALCONY
BEDROOM
KITCHEN
W
LIVING
BALCONY
CPT1
P1
LVT1
P1
LVT1
P1
LVT1
P1
5
4
6 7
10 8
9
SCALE:
04 KITCHEN INTERIOR ELEVATION
1/2" = 1'-0"SCALE:
06 BATHROOM INTERIOR ELEVATION
1/2" = 1'-0" SCALE:
05 KITCHEN INTERIOR ELEVATION
1/2" = 1'-0"
U1
U2
U3
U4
U5
U6
UNIT ACCESSORY NOTES
1. 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.
2. ALL UNIT ACCESSORIES TO BE MOUNTED INTO DRYWALL WITH
MANUFACTURER'S SPECIFIED ANCHORS.
ALL BATHROOM FIXTURES TO BE SATING NICKEL OR OIL RUBBED
BRONZE.
SHOWER ROD (CURTAINS BY OTHERS)
SURFACE MOUNTED TOILET TISSUE HOLDER
24" TOWEL BAR
LIGHTED MIRROR - CENTER ON SINK
ROBE HOOK - INTERIOR SIDE OF DOOR
TOWEL RING
UNIT DOOR SCHEDULE
TYPE
CORRIDOR UNIT ENTRY
BEDROOM / BATHROOM
A
B
C
D
E
POCKET DOOR
F
G
CLOSET
SIZE
3'-0" X 7'-0"
2'-10" X 6'-8"
2'-10" X 6'-8"
CLOSET
DOUBLE CLOSET DOORS
2'-6" X 6'-8"
(2) 2'-6" X 6'-8"
2'-10" X 6'-8"
2'-0" X 6'-8"
MARK
H DOUBLE CLOSET SLIDING DOORS (2) 3'-0" X 6'-8"
I
CLOSET
NOT USED
2'-778" 2'-778"3'-512"3'-512" A
C
B
B
B
12'-034"
3'-3" 2'-3" 2'-6" 2'-3"2"
PROVIDE 2 X 10
BLOCKING OR EQUAL
AT ALL UPPER CABINETS
SCALE:
07 INTERIOR ELEVATION
BATHROOM
1/2" = 1'-0" 1'-1014" 3'-10"U1
5'-0"
WT1
BA-1
BT-19 34"1'-1014" 5'-0"SCALE:
08 INTERIOR ELEVATION
CLOSET
1/2" = 1'-0"SCALE:
09 INTERIOR ELEVATION
CLOSET
1/2" = 1'-0" SCALE:
10 INTERIOR ELEVATION
CLOSET
1/2" = 1'-0"
C3'-412"3'-412" 4'-934"
3'-038" 5'-0" 3'-6"MW1
HDW1
34" 1"
E 3'-712"3'-312" 2'-534" LIGHT SCHEDULE
LF1 4" ROUND SURFACE DOWNLIGHT
LF2 NOT USED
LF3 CEILING FAN
LF4 LIGHTED MIRROR - INSTALL JUNCTION BOX IN DRAWN AREA
CFB CEILING FAN BOX - WIRED FOR CONTROL OF LIGHT AND FAN
AT SWITCH
W4
W1 W3W1 W1W2W1 W2W1W3
W4p
W4W2W1W1
D
MECH.
MECH.
D
1"
2'-0"
6'-914"
D
1'-6"112"3'-534" 2'-3" 2'-6" 2'-3" 1'-6"112"3'-112" CLR. 4'-3116" CLR. 3'-914"
34" 34"
SHELF
ROD
34"
4'-934"
34"
SHELF
ROD
SHELF
ROD
SHELF
SHELF
SHELF
SHELF
SHELF
SHELF 1'-234" 3'-914"
34"34"1'-23 4" 1'-234" 1'-2 34" 1'-312"34"3'-11"CLOSET
CPT1
P1
4'-7"9'-5" 11'-8" 5'-0" 29'-1112" 7'-212"5'-1014" 3'-712" 2'-4" 5'-714" 6'-212"5'-512"10"2'-034" 5'-0" 2'-034"3'-10"5'-012"2'-0" 4'-8116" 4'-5716"716"716" 2'-658"2'-658" 2'-10" 9'-014"
1'-6" 1'-6" 1'-10"8'-0"U2
U4
SS2
MW1
HDW1
U3
U6
4" 2"1'-2" 3'-6"2'-6" 1'-6"
1"
26'-912"37'-2"12'-4"
26'-912"
14'-512"
3'-2"W1W1
BATH
LVT1
P16"34"3'-11"6"1"
114"
14'-512"14'-512"14'-512"
4'-2"
10/11/21
LF1
LF1 LF1
LF1
LF3
LF3
LF1
LF1
LF1
LF1
CFB
LF4
LF4
LF4
LF1
LF1
LF1
LF1
LF1 ARCHITECTCLIENT CONSTRUCTION MANAGER PROJECT DRAWING TITLE SEAL SHEET PROJECT INFO REVISIONS20011
APRIL 28, 2021AVANT PHASE IICARMEL, INEDWARD ROSEDEVELOPMENTCARMEL LLC.PERMIT SET
No. AR12000062
STATE OF
MDXELA
ARS
H
T E C TCHI
AR
STGI
R E E
DER
IANDI N A
A403
SCALE:
01 FLOOR PLAN
UNIT B1
1/4" = 1'-0"SCALE:
02 REFLECTED CEILING PLAN
UNIT B1
1/4" = 1'-0"
SCALE:
03 FINISH PLAN
UNIT B1
1/4" = 1'-0"
LEGEND
INDICATES INTERIOR ELEVATION
INDICATES DOOR TYPE
INDICATES WINDOW TYPE
3
2
A
SYMBOL
48"INDICATES LENGTH OF REINFORCING
SS1
6'-712"
1'-6"3'-0"2'-0"2'-1012"MW1
HDW1
SS1
DW
AP2
1"
FIELD VERIFY ALL CLOSET
ELEVATIONS PRIOR TO
FABRICATION & INSTALL.
BEDROOM
KITCHEN
CLOSET
BATH
W
LIVING
BALCONY
SCALE:
04 KITCHEN INTERIOR ELEVATION
1/2" = 1'-0"
SCALE:
06 KITCHEN INTERIOR ELEVATION
1/2" = 1'-0"
U1
U2
U3
U4
U5
U6
UNIT ACCESSORY NOTES
1. 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.
2. ALL UNIT ACCESSORIES TO BE MOUNTED INTO DRYWALL WITH
MANUFACTURER'S SPECIFIED ANCHORS.
ALL BATHROOM FIXTURES TO BE SATING NICKEL OR OIL RUBBED
BRONZE.
SHOWER ROD (CURTAINS BY OTHERS)
SURFACE MOUNTED TOILET TISSUE HOLDER
24" TOWEL BAR
LIGHTED MIRROR - CENTER ON SINK
ROBE HOOK - INTERIOR SIDE OF DOOR
TOWEL RING
UNIT DOOR SCHEDULE
TYPE
CORRIDOR UNIT ENTRY
BEDROOM / BATHROOM
A
B
C
D
E
POCKET DOOR
F
G
CLOSET
SIZE
3'-0" X 7'-0"
2'-10" X 6'-8"
2'-10" X 6'-8"
CLOSET
DOUBLE CLOSET DOORS
2'-6" X 6'-8"
(2) 2'-6" X 6'-8"
2'-10" X 6'-8"
2'-0" X 6'-8"
MARK
H DOUBLE CLOSET SLIDING DOORS (2) 3'-0" X 6'-8"
I
CLOSET
NOT USED
A
C
PROVIDE 2 X 10 BLOCKING
OR EQUAL AT ALL UPPER
CABINETS
CLOSET
BATH
BEDROOM
C
G
B
B
B
B
B 6'-014"6'-014" 6'-814" 5'-814" 5'-0" 2'-238" 4'-538" 3'-958"2'-238"3'-1138" 3'-8" 3'-2"3'-1138"3'-918"3'-312" 2'-312"3'-918" 5'-0" 2'-6"1'-2" 4'-0" 3'-1058"4'-0" 4'-858"4'-0" 7'-058" 6'-514" 5'-758" 5'-758" 6'-2" 6'-2"5'-0" 2'-112" 4'-238"
2'-3"2'-112" 1'-1078" 1'-1078" 5'-0" 5'-0" 6'-0"E
BEDROOM
KITCHEN
CLOSET
BATH
LIVING
BALCONY
CLOSET
BATH
BEDROOM
LVT1
P1
LVT1
P1
LVT1
P1
LVT1
P1
LVT1
P1
CPT1
P1
CPT1
P1
CPT1
P1
CPT1
P1
5
4
6 78
9
10
1211
1413
SCALE:
05 KITCHEN INTERIOR ELEVATION
1/2" = 1'-0"
MW1
HDW1
RANGE
AP1
WT1
MW
AP3
MW1
HDW1
AP4
REF.
SS1
MW1
HDW1
SCALE:
07 BATHROOM INTERIOR ELEVATION
1/2" = 1'-0"2'-10" 9'-312"
1'-812"1'-6"
1"
2'-0" 8'-0"U2
U4
SS2
MW1
HDW1
U3
4" 2"1'-2" 1'-10" 2'-7" 1'-6"ENLARGED UNITPLAN - B1LIGHT SCHEDULE
LF1 4" ROUND SURFACE DOWNLIGHT
LF2 NOT USED
LF3 CEILING FAN
LF4 LIGHTED MIRROR - INSTALL JUNCTION BOX IN DRAWN AREA
CFB CEILING FAN BOX - WIRED FOR CONTROL OF LIGHT AND FAN
AT SWITCH
W1W1W2
W4
W4p
W4 W4
W4p
W4
W1 W2W1W2W1 W1 W1 W1W2W2W1W1W1
W1W3 W3pW3PROVIDE 2 X 10 BLOCKING
OR EQUAL AT ALL UPPER
CABINETS
2'-1012" 6'-7"1'-6" 3'-6"1'-0" 2'-6" 1'-0" 112"6'-7"
1'-0" 1'-3" 1'-0"
1"
2'-0"
1'-0"1'-0" 8'-0"2'-1012" 1'-6" 3'-6"112"8'-0"2'-0"
BLIND CORNER CABINET
2'-6" 2'-6" 2'-0"
1316"
13'-3"
13'-3"
1'-0" 2'-6" 2'-6" 2'-0" 3'-3" 1'-0"8'-0"7'-0" 2'-258" 3'-258"
D
MECH.
PROVIDE 2 X 10
BLOCKING OR EQUAL
AT ALL UPPER
CABINETS
15
112"
3'-0516"1'-8"W D112"112"4'-4716"3'-6" WINE RACK
FINISH TO
MATCH
CASEWORK
39'-6"
7'-0" 6'-1134" 3'-512" 5'-834" 5'-1012" 7'-112"4'-434"5'-7 12"11'-83 4" 5'-0"30'-8"12'-6" 5'-834" 8'-534"30'-8"5'-358"2'-434"
1'-634"
W1 W6aC
C
3'-1112"3'-4"
12'-6" 14'-0" 13'-0"
1'-1114"3'-2"W1W1 MECH.
1"
MW1
HDW1
2'-0"
BLIND CORNER CABINET 3'-11" 4'-3" CLR.3'-712" CLR.4'-6"
1'-0" 1'-3"
1"
10/11/21
ARCHITECTCLIENT CONSTRUCTION MANAGER PROJECT DRAWING TITLE SEAL SHEET PROJECT INFO REVISIONS20011
APRIL 28, 2021AVANT PHASE IICARMEL, INEDWARD ROSEDEVELOPMENTCARMEL LLC.PERMIT SET
No. AR12000062
STATE OF
MDXELA
ARS
H
T E C TCHI
AR
STGI
R E E
DER
IANDI N A
A403X
LEGEND
INDICATES INTERIOR ELEVATION
INDICATES DOOR TYPE
INDICATES WINDOW TYPE
3
2
A
SYMBOL
48"INDICATES LENGTH OF REINFORCING
FIELD VERIFY ALL CLOSET
ELEVATIONS PRIOR TO
FABRICATION & INSTALL.
U1
U2
U3
U4
U5
U6
UNIT ACCESSORY NOTES
1. 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.
2. ALL UNIT ACCESSORIES TO BE MOUNTED INTO DRYWALL WITH
MANUFACTURER'S SPECIFIED ANCHORS.
ALL BATHROOM FIXTURES TO BE SATING NICKEL OR OIL RUBBED
BRONZE.
SHOWER ROD (CURTAINS BY OTHERS)
SURFACE MOUNTED TOILET TISSUE HOLDER
24" TOWEL BAR
LIGHTED MIRROR - CENTER ON SINK
ROBE HOOK - INTERIOR SIDE OF DOOR
TOWEL RING
UNIT DOOR SCHEDULE
TYPE
CORRIDOR UNIT ENTRY
BEDROOM / BATHROOM
A
B
C
D
E
POCKET DOOR
F
G
CLOSET
SIZE
3'-0" X 7'-0"
2'-10" X 6'-8"
2'-10" X 6'-8"
CLOSET
DOUBLE CLOSET DOORS
2'-6" X 6'-8"
(2) 2'-6" X 6'-8"
2'-10" X 6'-8"
2'-0" X 6'-8"
MARK
H DOUBLE CLOSET SLIDING DOORS (2) 3'-0" X 6'-8"
I
CLOSET
NOT USED
SCALE:
08 INTERIOR ELEVATION
BATHROOM
1/2" = 1'-0"1'-1014" 3'-10"U1
5'-0"
WT1
BA-1
BT-1934"1'-1014" 5'-0"SCALE:
09 INTERIOR ELEVATION
CLOSET
1/2" = 1'-0"SCALE:
10 INTERIOR ELEVATION
CLOSET
1/2" = 1'-0"
34"
SHELF
ROD
SHELF
ROD
SHELF
ROD
SHELF
ROD
SHELF
ROD
SHELF
SHELF
SHELF
SHELF
SHELF
SHELF1'-234" 4'-114"34"34"6"2'-10516" 6" SCALE:
11 INTERIOR ELEVATION
BATHROOM
1/2" = 1'-0"
SCALE:
12 INTERIOR ELEVATION
BATHROOM
1/2" = 1'-0"SCALE:
13 INTERIOR ELEVATION
CLOSET
1/2" = 1'-0" SCALE:
14 INTERIOR ELEVATION
CLOSET
1/2" = 1'-0"
SHELF
SHELF
SHELF
SHELF
SHELF
SHELF
2'-11716"
34" 34"
2'-9116"
3 4"
SHELF
ROD
SHELF
ROD6"2'-10516" 6" 34"
3'-7"
34"
ROD
SHELF
WT1
SH-1
SHELF
SHELF
SHELF
SHELF
SHELF
SHELF
412"2'-312" 3'-10" 1012"34"
3'-5"
34"
U2
SS2
MW1
HDW1
U3
U6
1'-6"
9'-138"
1'-538"
1"
2'-6" 1'-0" 2'-6"
1"31516" 2'-6" 4116"2"1'-2" 1'-10"PROVIDE 2 X 10
BLOCKING OR
EQUAL
LIGHT SCHEDULE
LF1 4" ROUND SURFACE DOWNLIGHT
LF2 NOT USED
LF3 CEILING FAN
LF4 LIGHTED MIRROR - INSTALL JUNCTION BOX IN DRAWN AREA
CFB CEILING FAN BOX - WIRED FOR CONTROL OF LIGHT AND FAN
AT SWITCH
ENLARGED UNITPLAN - B1INTERIORELEVATIONSSCALE:
15 INTERIOR ELEVATION
KITCHEN
1/2" = 1'-0" 3'-1134" 6"1'-234" 1'-234" 1'-234" 1'-312"SHELF 6"1'-31116" PROVIDE 2 X 10 BLOCKING
OR EQUAL
PROVIDE 2 X 10 BLOCKING
OR EQUAL
PROVIDE 2 X 10 BLOCKING
OR EQUAL
34"
5'-212"
34" 6" 1'-234"1'-234" 1'-234" 1'-234" 1'-234" 1'-234"1'-234" 1'-234" 1'-234" 1'-234" 634"
5'-0" 7'-412"2'-912"
34"
2'-914"
34"
1'-1134"
34"6" U4U4
10/11/21
LF3
LF1
LF1
LF3
LF1 LF1
LF1
LF1
LF1
LF1
LF1
LF1
LF1
LF1
CFB
LF4
CFB ARCHITECTCLIENT CONSTRUCTION MANAGER PROJECT DRAWING TITLE SEAL SHEET PROJECT INFO REVISIONS20011
APRIL 28, 2021AVANT PHASE IICARMEL, INEDWARD ROSEDEVELOPMENTCARMEL LLC.PERMIT SET
No. AR12000062
STATE OF
MDXELA
ARS
H
T E C TCHI
AR
S TGI
R E E
DER
IANDI N A
A404
SCALE:
01 FLOOR PLAN
UNIT B2
1/4" = 1'-0"SCALE:
02 REFLECTED CEILING PLAN
UNIT B2
1/4" = 1'-0"
SCALE:
03 FINISH PLAN
UNIT B2
1/4" = 1'-0"
LEGEND
INDICATES INTERIOR ELEVATION
INDICATES DOOR TYPE
INDICATES WINDOW TYPE
3
2
A
SYMBOL
48"INDICATES LENGTH OF REINFORCING
AP4
REF.
5'-3"
3'-0" 2'-112" 2'-1012"MW1
HDW1
SS1
DW
AP2
FIELD VERIFY ALL CLOSET
ELEVATIONS PRIOR TO
FABRICATION & INSTALL.
BEDROOM
KITCHEN
CLOSET
MECH.
BATH
LIVING
BALCONY
SCALE:
04 KITCHEN INTERIOR ELEVATION
1/2" = 1'-0"
SCALE:
06 KITCHEN INTERIOR ELEVATION
1/2" = 1'-0"
U1
U2
U3
U4
U5
U6
UNIT ACCESSORY NOTES
1. 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.
2. ALL UNIT ACCESSORIES TO BE MOUNTED INTO DRYWALL WITH
MANUFACTURER'S SPECIFIED ANCHORS.
ALL BATHROOM FIXTURES TO BE SATING NICKEL OR OIL RUBBED
BRONZE.
SHOWER ROD (CURTAINS BY OTHERS)
SURFACE MOUNTED TOILET TISSUE HOLDER
24" TOWEL BAR
LIGHTED MIRROR - CENTER ON SINK
ROBE HOOK - INTERIOR SIDE OF DOOR
TOWEL RING
UNIT DOOR SCHEDULE
TYPE
CORRIDOR UNIT ENTRY
BEDROOM / BATHROOM
A
B
C
D
E
POCKET DOOR
F
G
CLOSET
SIZE
3'-0" X 7'-0"
2'-10" X 6'-8"
2'-10" X 6'-8"
CLOSET
DOUBLE CLOSET DOORS
2'-6" X 6'-8"
(2) 2'-6" X 6'-8"
2'-10" X 6'-8"
2'-0" X 6'-8"
MARK
H DOUBLE CLOSET SLIDING DOORS (2) 3'-0" X 6'-8"
I
CLOSET
NOT USED
A
C
CLOSET BATH
BEDROOM
C
B
B
B
B
BEDROOM
KITCHEN
CLOSET
MECH.
BATH
W
LIVING
BALCONY
CLOSET
BATH
BEDROOM
LVT1
P1
LVT1
P1
LVT1
P1
LVT1
P1
CPT1
P1
CPT1
P1
CPT1
P1
CPT1
P1
5
4
6
7
8
10
9
13
1214
15
SCALE:
05 KITCHEN INTERIOR ELEVATION
1/2" = 1'-0"
MW1
HDW1
RANGE
AP1
WT1
MW
AP3
SS1
SCALE:
07 BATHROOM INTERIOR ELEVATION
1/2" = 1'-0"2'-10"7'-214"
1'-614" 1'-6"
1"
U2
U4
SS2
MW1
HDW1
U3
4" 2"1'-2" 2'-6" 1'-6" ENLARGED UNITPLAN - B2LIGHT SCHEDULE
LF1 4" ROUND SURFACE DOWNLIGHT
LF2 NOT USED
LF3 CEILING FAN
LF4 LIGHTED MIRROR - INSTALL JUNCTION BOX IN DRAWN AREA
CFB CEILING FAN BOX - WIRED FOR CONTROL OF LIGHT AND FAN
AT SWITCH
C
F
B
11
4'-834"6'-2"36'-3"12'-5" 8'-0" 5'-912" 20'-8" 13'-10"
36'-3"
6'-312" 3'-1112" 5'-0" 3'-212" 7'-412" 12'-2" 8'-0"512"4'-0" 6'-0" 8'-578"4'-0" 3'-1058"3'-438" 3'-1058"1'-838"2'-938"
3'-0" 1'-838"1'-738"2'-11" 2'-11"3'-478" 3'-918" 3'-918"3'-478"3'-578" 2'-338"
2'-338"3'-578"2'-8" 5'-10" 5'-10"5'-0"2'-1014"3'-734" 3'-734"2'-734"6'-11116"6'-311 16 "4'-0"3'-178" 3'-1058" 4'-812" 4'-778" 3'-1058"
1"
W3
W1W4 W4W4 W4pW3
W3
W1 W6aW2
W1
W1
W1 W1W2W1
W6aW6a
W3W3pW3W3W2W1 W2W1MW1
HDW1
MW1
HDW1
PROVIDE 2 X 10 BLOCKING
OR EQUAL AT ALL UPPER
CABINETS
2'-0"
12'-7"
12'-7"
2'-6"1'-6" 2'-0" 8'-0"3'-0" 2'-0"
1'-0"2'-1012" 1'-6" 3'-6"112"8'-0"3'-0" 2'-6" 3'-0" 2'-0"8'-0"6'-0" 7'-1014"
2'-3" 3'-3"
34"
1'-0"
34"
1'-2"
34"2'-1012" 1'-6" 3'-6"112"8'-0"3'-3" 2'-3"
34"
234"
7'-1014"
2'-0"
PROVIDE 2 X 10 BLOCKING
OR EQUAL AT ALL UPPER
CABINETS 1'-10" 1'-8"8'-0"D
W D
4'-534" CLR.4'-4" CLR.2'-9"2'-11" 7'-312" 7'-312"112"34" 34"
1'-6"
2'-10"4'-814"
5'-778" 8'-858"
WINE RACK, FINISH
TO MATCH
CASEWORK
4'-0"3'-9116" 5'-0"6'-5716"
2'-1014" 3'-712" W3p
D
W1
8'-3"8'-3" 11116"19'-8 7
16"2
0
'
-
7
12"
1'-3116" 3'-9716"8'-1 15 16 "3'-9"
W2
3'-1112"
5'-0"5'-1114"5'-1114" 10'-0"3'-234"1'-0"
1"
1"
MW1
HDW1
34" 3'-1014"3'-614"2'-0"1'-712" 10/11/21
ARCHITECTCLIENT CONSTRUCTION MANAGER PROJECT DRAWING TITLE SEAL SHEET PROJECT INFO REVISIONS20011
APRIL 28, 2021AVANT PHASE IICARMEL, INEDWARD ROSEDEVELOPMENTCARMEL LLC.PERMIT SET
No. AR12000062
STATE OF
MDXELA
ARS
H
T E C TCHI
AR
STGI
R E E
DER
IANDI N A
A404X
LEGEND
INDICATES INTERIOR ELEVATION
INDICATES DOOR TYPE
INDICATES WINDOW TYPE
3
2
A
SYMBOL
48"INDICATES LENGTH OF REINFORCING
FIELD VERIFY ALL CLOSET
ELEVATIONS PRIOR TO
FABRICATION & INSTALL.
U1
U2
U3
U4
U5
U6
UNIT ACCESSORY NOTES
1. 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.
2. ALL UNIT ACCESSORIES TO BE MOUNTED INTO DRYWALL WITH
MANUFACTURER'S SPECIFIED ANCHORS.
ALL BATHROOM FIXTURES TO BE SATING NICKEL OR OIL RUBBED
BRONZE.
SHOWER ROD (CURTAINS BY OTHERS)
SURFACE MOUNTED TOILET TISSUE HOLDER
24" TOWEL BAR
LIGHTED MIRROR - CENTER ON SINK
ROBE HOOK - INTERIOR SIDE OF DOOR
TOWEL RING
UNIT DOOR SCHEDULE
TYPE
CORRIDOR UNIT ENTRY
BEDROOM / BATHROOM
A
B
C
D
E
POCKET DOOR
F
G
CLOSET
SIZE
3'-0" X 7'-0"
2'-10" X 6'-8"
2'-10" X 6'-8"
CLOSET
DOUBLE CLOSET DOORS
2'-6" X 6'-8"
(2) 2'-6" X 6'-8"
2'-10" X 6'-8"
2'-0" X 6'-8"
MARK
H DOUBLE CLOSET SLIDING DOORS (2) 3'-0" X 6'-8"
I
CLOSET
NOT USED
SCALE:
08 INTERIOR ELEVATION
BATHROOM
1/2" = 1'-0"1'-1014" 3'-10"U1
5'-0"
WT1
BA-1
BT-1934"1'-1014" 5'-0"SCALE:
09 INTERIOR ELEVATION
CLOSET
1/2" = 1'-0"SCALE:
10 INTERIOR ELEVATION
CLOSET
1/2" = 1'-0"
1"
2'-6" 2'-6"
1" 1"
SHELF
ROD
SHELF
ROD
SHELF
ROD
SHELF
SHELF
SHELF
SHELF
SHELF
SHELF1'-234" 2'-434"
34"
SCALE:
13 INTERIOR ELEVATION
BATHROOM
1/2" = 1'-0"SCALE:
14 INTERIOR ELEVATION
CLOSET
1/2" = 1'-0"SCALE:
15 INTERIOR ELEVATION
CLOSET
1/2" = 1'-0"
SHELF
SHELF
SHELF
SHELF
SHELF
SHELF
2'-112"
1" 1"
2'-834"
1"
SHELF
ROD
1"
4'-43 4"
1"
ROD
SHELF
U2
SS2
MW1
HDW1
U4
U3
1'-6"
7'-614"
1'-1014"
1"
2'-6" 1'-6" 4" 2'-6" 4" 2"3'-0"LIGHT SCHEDULE
LF1 4" ROUND SURFACE DOWNLIGHT
LF2 NOT USED
LF3 CEILING FAN
LF4 LIGHTED MIRROR - INSTALL JUNCTION BOX IN DRAWN AREA
CFB CEILING FAN BOX - WIRED FOR CONTROL OF LIGHT AND FAN
AT SWITCH
ENLARGED UNITPLAN - B2INTERIORELEVATIONSWT1
SH-1
4'-2"412"2'-312" 3'-10" 1012"1"
SCALE:
11 INTERIOR ELEVATION
CLOSET
1/2" = 1'-0"
SCALE:
12 INTERIOR ELEVATION
BATHROOM
1/2" = 1'-0"
34"
2'-578" 2'-818"
1" 1"
SHELF SHELF
1'-234" 1'-234" 1'-234" 1'-312"1'-312"1'-234" 1'-234" 1'-234" 1'-234" 6"ROD ROD
3'-1134" 6"2'-11" 6" 6"3'-11" PROVIDE 2 X 10 BLOCKING
OR EQUAL
3 4" 6" 10/11/21
LF1
LF1 LF1 LF1
LF1
LF5
LF5
LF1
LF1
LF1
LF1
LF1
CFB
LF4
LF4
LF4
LF1
LF1
LF1
LF1 LF1 ARCHITECTCLIENT CONSTRUCTION MANAGER PROJECT DRAWING TITLE SEAL SHEET PROJECT INFO REVISIONS20011
APRIL 28, 2021AVANT PHASE IICARMEL, INEDWARD ROSEDEVELOPMENTCARMEL LLC.PERMIT SET
No. AR12000062
STATE OF
MDXELA
ARS
H
T E C TCHI
AR
STGI
R E E
DER
IANDI N A
A405
SCALE:
01 FLOOR PLAN
UNIT B3
1/4" = 1'-0"SCALE:
02 REFLECTED CEILING PLAN
UNIT B3
1/4" = 1'-0"
SCALE:
03 FINISH PLAN
UNIT B3
1/4" = 1'-0"
LEGEND
INDICATES INTERIOR ELEVATION
INDICATES DOOR TYPE
INDICATES WINDOW TYPE
3
2
A
SYMBOL
48"INDICATES LENGTH OF REINFORCING
AP4
REF.
7'-112"
3'-0" 2'-0"
MW1
HDW1
SS1
DW
AP2
FIELD VERIFY ALL CLOSET
ELEVATIONS PRIOR TO
FABRICATION & INSTALL.
BEDROOM
CLOSET
MECH.
BATH
LIVING
BALCONY
SCALE:
04 KITCHEN INTERIOR ELEVATION
1/2" = 1'-0"
SCALE:
06 BATHROOM INTERIOR ELEVATION
1/2" = 1'-0"U1
U2
U3
U4
U5
U6
UNIT ACCESSORY NOTES
1. 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.
2. ALL UNIT ACCESSORIES TO BE MOUNTED INTO DRYWALL WITH
MANUFACTURER'S SPECIFIED ANCHORS.
ALL BATHROOM FIXTURES TO BE SATING NICKEL OR OIL RUBBED
BRONZE.
SHOWER ROD (CURTAINS BY OTHERS)
SURFACE MOUNTED TOILET TISSUE HOLDER
24" TOWEL BAR
LIGHTED MIRROR - CENTER ON SINK
ROBE HOOK - INTERIOR SIDE OF DOOR
TOWEL RING
UNIT DOOR SCHEDULE
TYPE
CORRIDOR UNIT ENTRY
BEDROOM / BATHROOM
A
B
C
D
E
POCKET DOOR
F
G
CLOSET
SIZE
3'-0" X 7'-0"
2'-10" X 6'-8"
2'-10" X 6'-8"
CLOSET
DOUBLE CLOSET DOORS
2'-6" X 6'-8"
(2) 2'-6" X 6'-8"
2'-10" X 6'-8"
2'-0" X 6'-8"
MARK
H DOUBLE CLOSET SLIDING DOORS (2) 3'-0" X 6'-8"
I
CLOSET
NOT USED
CLOSET
BATH
BEDROOM
SCALE:
05 KITCHEN INTERIOR ELEVATION
1/2" = 1'-0"
MW1
HDW1
RANGE
AP1
WT1
MW
AP3
SS1
SCALE:
07 BATHROOM INTERIOR ELEVATION
1/2" = 1'-0"ENLARGED UNITPLAN - B3LIGHT SCHEDULE
LF1 4" ROUND SURFACE DOWNLIGHT
LF2 NOT USED
LF3 CEILING FAN
LF4 LIGHTED MIRROR - INSTALL JUNCTION BOX IN DRAWN AREA
CFB CEILING FAN BOX - WIRED FOR CONTROL OF LIGHT AND FAN
AT SWITCH
A
B
BB
H
CPT1
P1
LVT1
P1
LVT1
P1
CPT1
P1
LVT1
P1
LVT1
P1
5
4
6
7
10 8
9
CPT1
P1
LVT1
P1
11
12
CPT1
P1
13 14
2'-0" 2'-1012" MW1
HDW1 1'-6" 3'-6"3'-614"
PROVIDE 2x10 BLOCKING @
ALL UPPER CABINETS
MW1
HDW12'-0"6'-0" 8'-0"2'-10" 9'-434"
1'-834"1'-6"
1"
2'-6"
1"6'-4"U2
U4
SS2
MW1
HDW1
U3
U6
4" 2"3'-0"U4
2'-6" 1'-0"
SHELF
SHELF
SHELF
SHELF
SHELF
SHELF
4'-714"
9'-434"
4'-534"1'-234" 3'-10" U1
4'-2"
WT1
2'-8" 412"7'-0"4'-614" 4'-614" 2'-10"1'-10" 3'-812" 4'-0"
5'-812"4'-0"
7'-812" 7'-812"7'-538" 5'-7" 5'-7"6'-0"5'-812"
3'-91516"
4'-1012"2'-1012"2'-412"1'-0" 2'-1018" 2'-1018"3'-7" 3'-7" 6'-10" 2'-0" W6a W4 W4
W4p
W4W1W3W2
W1
W1 W1W2W2W1W1W1 W6a W2
W1
W / D
KITCHEN
C
F
LVT1
P1
LVT1
P1
LIVING
BEDROOM
BEDROOM
BATH
BATH CLOSET
KITCHEN
CLOSET1'-234" 1'-234" 1'-234" 1'-234"W12'-158"5'-238"W1W6aGW6aW1 W1 W1W4pW4
W3
W1 W14'-0" 4'-512" 10'-7" 1'-512" 9'-912"
39'-8"8'-1"38'-81516"5'-3" 9'-912" 15'-712" 38'-9"5'-0" 11'-1112" 11'-11916"1'-5916"4'-738" 3'-1112"
39'-8"
11'-10" 16'-4"
W13'-6" CLRDEN
DEN
W1W2LVT1
P1
W / D
112"
C 3'-8"4'-0"
EQ. EQ. 5'-0" 3'-6"1'-538"7'-7"3'-6"1'-4916"EQ. 5'-0" EQ.EQ.EQ.
5'-134" 5'-134" 3'-10716" 3'-10716" 2'-1"2'-1" 4'-338"3'-912"3'-912" 4'-9" 4'-9"5'-9" 5'-9"5'-1014"5'-1014"
618"138"11" 34"34" 1X_ WOOD SHELVING W
CLEATS, PAINTED
112"314"
3'-3"
1"
2'-0" 2'-6" 2'-0"
1"
1"
2'-0" 2'-6" 2'-0"
1"434"10'-7" 2'-1012"112" 3'-0" BA-1
3'-8"1012"434"
W1
B
W1 W13'-9"3'-8" 3'-912" 6'-112"3'-712" 3'-2" 7'-4"
7'-6"3'-912"9'-412"
3'-1034" CLR.4'-312" CLR.3'-1012"4"10/11/21
ARCHITECTCLIENT CONSTRUCTION MANAGER PROJECT DRAWING TITLE SEAL SHEET PROJECT INFO REVISIONS20011
APRIL 28, 2021AVANT PHASE IICARMEL, INEDWARD ROSEDEVELOPMENTCARMEL LLC.PERMIT SET
No. AR12000062
STATE OF
MDXELA
ARS
H
T E C TCHI
AR
STGI
R E E
DER
IANDI N A
A405X
LEGEND
INDICATES INTERIOR ELEVATION
INDICATES DOOR TYPE
INDICATES WINDOW TYPE
3
2
A
SYMBOL
48"INDICATES LENGTH OF REINFORCING
FIELD VERIFY ALL CLOSET
ELEVATIONS PRIOR TO
FABRICATION & INSTALL.
U1
U2
U3
U4
U5
U6
UNIT ACCESSORY NOTES
1. 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.
2. ALL UNIT ACCESSORIES TO BE MOUNTED INTO DRYWALL WITH
MANUFACTURER'S SPECIFIED ANCHORS.
ALL BATHROOM FIXTURES TO BE SATING NICKEL OR OIL RUBBED
BRONZE.
SHOWER ROD (CURTAINS BY OTHERS)
SURFACE MOUNTED TOILET TISSUE HOLDER
24" TOWEL BAR
LIGHTED MIRROR - CENTER ON SINK
ROBE HOOK - INTERIOR SIDE OF DOOR
TOWEL RING
UNIT DOOR SCHEDULE
TYPE
CORRIDOR UNIT ENTRY
BEDROOM / BATHROOM
A
B
C
D
E
POCKET DOOR
F
G
CLOSET
SIZE
3'-0" X 7'-0"
2'-10" X 6'-8"
2'-10" X 6'-8"
CLOSET
DOUBLE CLOSET DOORS
2'-6" X 6'-8"
(2) 2'-6" X 6'-8"
2'-10" X 6'-8"
2'-0" X 6'-8"
MARK
H DOUBLE CLOSET SLIDING DOORS (2) 3'-0" X 6'-8"
I
CLOSET
NOT USED
SCALE:
08 INTERIOR ELEVATION
CLOSET
1/2" = 1'-0"SCALE:
09 INTERIOR ELEVATION
CLOSET
1/2" = 1'-0"SCALE:
10 INTERIOR ELEVATION
CLOSET
1/2" = 1'-0"
SCALE:
13 INTERIOR ELEVATION
CLOSET
1/2" = 1'-0"SCALE:
14 INTERIOR ELEVATION
CLOSET
1/2" = 1'-0"
SHELF
SHELF
SHELF
SHELF
SHELF
SHELF
2'-4116"
34"34"
3'-1716"
34"
SHELF
ROD
SHELF
ROD
34"
3'-134"
34"
ROD
SHELF
LIGHT SCHEDULE
LF1 4" ROUND SURFACE DOWNLIGHT
LF2 NOT USED
LF3 CEILING FAN
LF4 LIGHTED MIRROR - INSTALL JUNCTION BOX IN DRAWN AREA
CFB CEILING FAN BOX - WIRED FOR CONTROL OF LIGHT AND FAN
AT SWITCH
ENLARGED UNITPLAN - B3INTERIORELEVATIONSSCALE:
11 INTERIOR ELEVATION
BATHROOM
1/2" = 1'-0"
SCALE:
12 INTERIOR ELEVATION
BATHROOM
1/2" = 1'-0"
SS2
MW1
HDW1
U4
U3
4"U2 1'-1014" 3'-10"U1
5'-0"
WT1
BA-1
BT-1934"1'-1014" 5'-0"6"1'-312" 1'-234" 1'-234" 1'-234" 1'-234"SHELF
3'-11" 2'-5"1"4"2"2'-10"1"
1'-6"
10'-434"
2'-6"
1"
1'-634"1'-6" 3'-0"
34"
2'-514"
34"
SHELF
ROD6"2'-11" 4'-534"1"
2'-10716"
1"
SHELF
ROD
SHELF
ROD6" 2'-11" SHELF
ROD
SHELF
ROD
SHELF
ROD
1"
2'-10716"
1"
2'-10716"
SHELF
SHELF
SHELF
SHELF
SHELF
SHELF
2'-514"
34"1'-234" 1'-234" 1'-234" 1'-212" 1'-3"34"
434"2"5'-634"
SCALE:
15 REFLECTED CEILING PLAN
UNIT 413.2 FOURTH FLOOR
1/2" = 1'-0"
18-4 18" 10'-1 14"6" 6" 2" 3'-0"SHELF
ROD6" 6" 10/11/21
LF5
LF1LF1
LF4LF4
LF5
LF5
LF1
LF1
LF1
LF1
LF1
LF1LF1
LF1
LF1 LF1 LF1
LF1LF1
CFB
LF1
LF4
CFB 3'-10"ARCHITECTCLIENT CONSTRUCTION MANAGER PROJECT DRAWING TITLE SEAL SHEET PROJECT INFO REVISIONS20011
APRIL 28, 2021AVANT PHASE IICARMEL, INEDWARD ROSEDEVELOPMENTCARMEL LLC.PERMIT SET
No. AR12000062
STATE OF
MDXELA
ARS
H
T E C TCHI
AR
S TGI
R E E
DER
IANDI N A
A406
SCALE:
01 FLOOR PLAN
UNIT C1
1/4" = 1'-0"SCALE:
02 REFLECTED CEILING PLAN
UNIT C1
1/4" = 1'-0"
SCALE:
03 FINISH PLAN
UNIT C1
1/4" = 1'-0"
LEGEND
INDICATES INTERIOR ELEVATION
INDICATES DOOR TYPE
INDICATES WINDOW TYPE
3
2
A
SYMBOL
48"INDICATES LENGTH OF REINFORCING
AP4
REF.
FIELD VERIFY ALL CLOSET
ELEVATIONS PRIOR TO
FABRICATION & INSTALL.
SCALE:
04 KITCHEN INTERIOR ELEVATION
1/2" = 1'-0"
SCALE:
06 KITCHEN INTERIOR ELEVATION
1/2" = 1'-0"
U1
U2
U3
U4
U5
U6
UNIT ACCESSORY NOTES
1. 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.
2. ALL UNIT ACCESSORIES TO BE MOUNTED INTO DRYWALL WITH
MANUFACTURER'S SPECIFIED ANCHORS.
ALL BATHROOM FIXTURES TO BE SATING NICKEL OR OIL RUBBED
BRONZE.
SHOWER ROD (CURTAINS BY OTHERS)
SURFACE MOUNTED TOILET TISSUE HOLDER
24" TOWEL BAR
LIGHTED MIRROR - CENTER ON SINK
ROBE HOOK - INTERIOR SIDE OF DOOR
TOWEL RING
UNIT DOOR SCHEDULE
TYPE
CORRIDOR UNIT ENTRY
BEDROOM / BATHROOM
A
B
C
D
E
POCKET DOOR
F
G
CLOSET
SIZE
3'-0" X 7'-0"
2'-10" X 6'-8"
2'-10" X 6'-8"
CLOSET
DOUBLE CLOSET DOORS
2'-6" X 6'-8"
(2) 2'-6" X 6'-8"
2'-10" X 6'-8"
2'-0" X 6'-8"
MARK
H DOUBLE CLOSET SLIDING DOORS (2) 3'-0" X 6'-8"
I
CLOSET
NOT USED
SCALE:
05 KITCHEN INTERIOR ELEVATION
1/2" = 1'-0"
MW1
HDW1
RANGE
AP1
WT1
MW
AP3
SS1
SCALE:
07 BATHROOM INTERIOR ELEVATION
1/2" = 1'-0"ENLARGED UNITPLAN - C1LIGHT SCHEDULE
LF1 4" ROUND SURFACE DOWNLIGHT
LF2 NOT USED
LF3 CEILING FAN
LF4 LIGHTED MIRROR - INSTALL JUNCTION BOX IN DRAWN AREA
CFB CEILING FAN BOX - WIRED FOR CONTROL OF LIGHT AND FAN
AT SWITCH
E
LVT1
P1
LVT1
P1
LVT1
P1
4 7
8
11
10
9
LVT1
P1
1213
CPT1
P1
14
2'-1012" 16'-114"
MW1
HDW1 1'-6" 3'-6"314"
PROVIDE 2 X 10 BLOCKING
OR EQUAL AT ALL UPPER
CABINETS
MW1
HDW11'-6" 4'-6" 8'-0"2'-10" 11'-03 4"
1'-1034" 1'-6"
1"
2'-6" 8'-0"U2
U4
SS2
MW1
HDW1
U3
U6
4" 2"1'-2" 3'-6"U4
2'-6" 1'-0"
5'-638" 5'-638"6'-138"6'-2" CPT1
P1
17
17
6
BEDROOM
KITCHEN
CLOSET
LIVING
BALCONY
BEDROOM
BATH
CLOSET
CLOSET
BEDROOM
CLOSET
A
F
B B
B
B
B
C
C
C
8'-0"
3'-0" 2'-0"
MW1
HDW1
SS1
DW
AP2
1'-6"
5'-714" 5'-714" 5'-8"5'-8" 3'-714" 3'-714"3'-10" 3'-1" 5'-0" 3'-1"3'-10" 2'-0"5'-814" 5'-814"5'-458" 5'-514" 8'-114" 8'-114"5'-1138"9'-0" 3'-8" 5'-714" 5'-0" 5'-71 4"
3'-114" 5'-0" 5'-0" 3'-114"
1'-10" 1'-10"3'-018"3'-138" 3'-8" 3'-8"2'-0" 3'-8"1'-10"1'-10" 1'-10" 1'-10" 3'-912" 2'-4"
1'-10" 3'-1118"4'-038" 1'-938"
1'-6"
MW1
HDW1
1'-6"
1"
W1 W1W2W1
W1
W1
W2W1
W1W1
W2
W4
W4W1W1
W2 W1W1
W1
W3W3W6aW4 W1W1
W3p3'-734" 3'-734"3'-934" 3'-934"MW1
HDW12'-0"112"W D
314"
W4p
BATH2'-11" 2'-11"2'-1" 2'-1"3'-138"3'-018" MECH.
KITCHEN
LIVING
BEDROOM
CPT1
P1
BEDROOM
CPT1
P1
BEDROOM
BATH
BATH
CLOSET
CPT1
P1
CLOSET
CPT1
P1
CLOSET
BALCONY
5'-278"
2'-10916" 3'-6" 4'-9716"
WINE RACK FINISH TO
MATCH CASEWORK
1916" E 30'-8"5'-512"25'-212" 51'-6"
7'-10"3'-1112" 3'-1112" 7'-3" 11'-5916" 17'-0" 30'-8"3'-1112" 2'-4" 3'-4" 4'-5" 3'-10" 12'-912"12'-3"W6aW6a W1W1 W1F 2'-4"16'-10" 3'-1112" 3'-712" 3'-4" 6'-112" 6'-112" 6'-834" 4'-914"
51'-6"W13'-2"
3'-712"3'-712"
2'-2"
15 16
18
N O T U S E DTYP.
19 2'-1012"112"3'-1112" CLR. 3'-1134" CLR. 4'-3" CLR.4'-3"2'-0"2'-6" 2'-6" 2'-6" 3'-3" 3'-0"
1"
2'-0"1'-3" 1'-3" 2'-6" 1'-3" 1'-3"
112"
3'-0"
112"
1'-6" 1'-6"
1"
10/11/21
ARCHITECTCLIENT CONSTRUCTION MANAGER PROJECT DRAWING TITLE SEAL SHEET PROJECT INFO REVISIONS20011
APRIL 28, 2021AVANT PHASE IICARMEL, INEDWARD ROSEDEVELOPMENTCARMEL LLC.PERMIT SET
No. AR12000062
STATE OF
MDXELA
ARS
H
T E C TCHI
AR
S TGI
R E E
DER
IANDI N A
A406X
LEGEND
INDICATES INTERIOR ELEVATION
INDICATES DOOR TYPE
INDICATES WINDOW TYPE
3
2
A
SYMBOL
48"INDICATES LENGTH OF REINFORCING
FIELD VERIFY ALL CLOSET
ELEVATIONS PRIOR TO
FABRICATION & INSTALL.
U1
U2
U3
U4
U5
U6
UNIT ACCESSORY NOTES
1. 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.
2. ALL UNIT ACCESSORIES TO BE MOUNTED INTO DRYWALL WITH
MANUFACTURER'S SPECIFIED ANCHORS.
ALL BATHROOM FIXTURES TO BE SATING NICKEL OR OIL RUBBED
BRONZE.
SHOWER ROD (CURTAINS BY OTHERS)
SURFACE MOUNTED TOILET TISSUE HOLDER
24" TOWEL BAR
LIGHTED MIRROR - CENTER ON SINK
ROBE HOOK - INTERIOR SIDE OF DOOR
TOWEL RING
UNIT DOOR SCHEDULE
TYPE
CORRIDOR UNIT ENTRY
BEDROOM / BATHROOM
A
B
C
D
E
POCKET DOOR
F
G
CLOSET
SIZE
3'-0" X 7'-0"
2'-10" X 6'-8"
2'-10" X 6'-8"
CLOSET
DOUBLE CLOSET DOORS
2'-6" X 6'-8"
(2) 2'-6" X 6'-8"
2'-10" X 6'-8"
2'-0" X 6'-8"
MARK
H DOUBLE CLOSET SLIDING DOORS (2) 3'-0" X 6'-8"
I
CLOSET
NOT USED
SCALE:
08 INTERIOR ELEVATION
BATHROOM
1/2" = 1'-0"SCALE:
09 INTERIOR ELEVATION
CLOSET
1/2" = 1'-0" SCALE:
10 INTERIOR ELEVATION
CLOSET
1/2" = 1'-0"
SHELF
SHELF
SHELF
SHELF
SHELF
SHELF 1'-234" 2'-512"
34"34"
SCALE:
13 INTERIOR ELEVATION
BATHROOM
1/2" = 1'-0"SCALE:
14 INTERIOR ELEVATION
CLOSET
1/2" = 1'-0"
LIGHT SCHEDULE
LF1 4" ROUND SURFACE DOWNLIGHT
LF2 NOT USED
LF3 CEILING FAN
LF4 LIGHTED MIRROR - INSTALL JUNCTION BOX IN DRAWN AREA
CFB CEILING FAN BOX - WIRED FOR CONTROL OF LIGHT AND FAN
AT SWITCH
ENLARGED UNITPLAN - C1INTERIORELEVATIONSSCALE:
11 INTERIOR ELEVATION
CLOSET
1/2" = 1'-0"
SCALE:
12 INTERIOR ELEVATION
BATHROOM
1/2" = 1'-0"
34"
3'-814" 3'-814"
34" 34"
SHELF
ROD
WT1
SH-1
4'-2"4'-2"1'-1014" 3'-10"U1
5'-0"
WT1
BA-1
BT-19 34"1'-1014" 5'-0"SCALE:
15 INTERIOR ELEVATION
CLOSET
1/2" = 1'-0"
SHELF
ROD
2'-512"
34"
SHELF
34"
2'-512" 2'-512"
34"34"
SHELF
SHELF
ROD
SHELF
ROD
SCALE:
16 INTERIOR ELEVATION
CLOSET
1/2" = 1'-0"
3 4"
1'-1134" 1'-113 4"
34"34"
SHELF
SHELF
ROD
SHELF
1'-234" 1'-234" 1'-234" 1'-312"ROD
ROD
SCALE:
18 INTERIOR ELEVATION
HALL CLOSET
1/2" = 1'-0" SCALE:
17 INTERIOR ELEVATION
CLOSET
1/2" = 1'-0"
SHELF
SHELF
SHELF
SHELF
SHELF
SHELF
2'-934"
34"34" 1'-312" 1'-234" 1'-234" 1'-234" 1'-234"34"
3'-1114"
34"
ROD
SHELF
6"SHELF2'-11" ROD 6"834" 6" 6" 6" 2'-814" 6"3'-11" 34"
4'-014"
34"
ROD
SHELF
6"SHELF2'-11" ROD
6" 6" SHELF
SHELF
SHELF
SHELF
SHELF
SHELF
1'-412"
34"34" 1'-312" 1'-234" 1'-234" 1'-234" 1'-234"6"2'-11" 6" 6" ROD
SHELF
SHELF
ROD
1'-7"
34"
SS2
MW1
HDW1
U4
U3
4" U2 2'-5"1"4"2"2'-10"1'-6"
10'-434"
2'-6"
1"
1'-734"1'-6" 3'-0"
2" 3'-0"SHELF 6"2'-11" 6" 6" SHELF
ROD
SHELF
ROD 6" 2'-11" 6" 6" 6"3'-11" 412"2'-312" 3'-10" 1012"412"7'-0"PROVIDE 2 X 10 BLOCKING
OR EQUAL
PROVIDE 2 X 10 BLOCKING
OR EQUAL
PROVIDE 2 X 10 BLOCKING
OR EQUAL
PROVIDE 2 X 10 BLOCKING
OR EQUAL
PROVIDE 2 X 10 BLOCKING
OR EQUAL
PROVIDE 2 X 10 BLOCKING
OR EQUAL
PROVIDE 2 X 10 BLOCKING
OR EQUALPROVIDE 2 X 10 BLOCKING
OR EQUAL
SCALE:
19 INTERIOR ELEVATION
HALL CLOSET
1/2" = 1'-0"
PROVIDE 2 X 10 BLOCKING
OR EQUAL
5'-714"
34"34"
SHELF
ROD 6"3'-11" 10/11/21
LF5
LF1LF1
LF4LF4
LF5
LF5
LF1
LF1
LF1
LF1
LF1
LF1LF1
LF1
LF1 LF1LF1
LF1LF1
CFB
LF1
LF4
CFB ARCHITECTCLIENT CONSTRUCTION MANAGER PROJECT DRAWING TITLE SEAL SHEET PROJECT INFO REVISIONS20011
APRIL 28, 2021AVANT PHASE IICARMEL, INEDWARD ROSEDEVELOPMENTCARMEL LLC.PERMIT SET
No. AR12000062
STATE OF
MDXELA
ARS
H
T E C TCHI
AR
STGI
R E E
DER
IANDI N A
A407SCALE:
01 FLOOR PLAN
UNIT C2
1/4" = 1'-0"SCALE:
02 REFLECTED CEILING PLAN
UNIT C2
1/4" = 1'-0"
SCALE:
03 FINISH PLAN
UNIT C2
1/4" = 1'-0"
LEGEND
INDICATES INTERIOR ELEVATION
INDICATES DOOR TYPE
INDICATES WINDOW TYPE
3
2
A
SYMBOL
48"INDICATES LENGTH OF REINFORCING
AP4
REF.
FIELD VERIFY ALL CLOSET
ELEVATIONS PRIOR TO
FABRICATION & INSTALL.
SCALE:
04 KITCHEN INTERIOR ELEVATION
1/2" = 1'-0"
SCALE:
06 KITCHEN INTERIOR ELEVATION
1/2" = 1'-0"
U1
U2
U3
U4
U5
U6
UNIT ACCESSORY NOTES
1. 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.
2. ALL UNIT ACCESSORIES TO BE MOUNTED INTO DRYWALL WITH
MANUFACTURER'S SPECIFIED ANCHORS.
ALL BATHROOM FIXTURES TO BE SATING NICKEL OR OIL RUBBED
BRONZE.
SHOWER ROD (CURTAINS BY OTHERS)
SURFACE MOUNTED TOILET TISSUE HOLDER
24" TOWEL BAR
LIGHTED MIRROR - CENTER ON SINK
ROBE HOOK - INTERIOR SIDE OF DOOR
TOWEL RING
UNIT DOOR SCHEDULE
TYPE
CORRIDOR UNIT ENTRY
BEDROOM / BATHROOM
A
B
C
D
E
POCKET DOOR
F
G
CLOSET
SIZE
3'-0" X 7'-0"
2'-10" X 6'-8"
2'-10" X 6'-8"
CLOSET
DOUBLE CLOSET DOORS
2'-6" X 6'-8"
(2) 2'-6" X 6'-8"
2'-10" X 6'-8"
2'-0" X 6'-8"
MARK
H DOUBLE CLOSET SLIDING DOORS (2) 3'-0" X 6'-8"
I
CLOSET
NOT USED
SCALE:
05 KITCHEN INTERIOR ELEVATION
1/2" = 1'-0"
MW1
HDW1
RANGE
AP1
WT1
MW
AP3
SS1
SCALE:
07 BATHROOM INTERIOR ELEVATION
1/2" = 1'-0"ENLARGED UNITPLAN - C2LIGHT SCHEDULE
LF1 4" ROUND SURFACE DOWNLIGHT
LF2 NOT USED
LF3 CEILING FAN
LF4 LIGHTED MIRROR - INSTALL JUNCTION BOX IN DRAWN AREA
CFB CEILING FAN BOX - WIRED FOR CONTROL OF LIGHT AND FAN
AT SWITCH
E
CPT1
P1
LVT1
P1
LVT1
P1
LVT1
P1
4
6
7
10
9
8
LVT1
P111
12
CPT1
P1
2'-1012" 16'-014"
MW1
HDW1 1'-6" 3'-6"112" PROVIDE 2 X 10 BLOCKING
OR EQUAL AT ALL UPPER
CABINETS
MW1
HDW1
3'-0" 2'-6"2'-6"
134"
114" 2'-0"4'-7" 8'-0"5'-7" 5'-7"6'-2"6'-2" CPT1
P1
5
BEDROOM
KITCHEN
CLOSET
BATH
LIVING
BALCONY
BEDROOM
BATH
CLOSET
CLOSET
BEDROOM
CLOSET
A
C
B B
B
B
C
C
5'-714" 5'-714" 5'-8"5'-8" 3'-714"3'-10"3'-10" 3'-1" 5'-0" 3'-1"3'-10" 2'-0"5'-814" 5'-814" 5'-514"5'-514" 8'-058" 8'-058" 5'-1138"9'-0" 5'-0" 3'-6" 2'-1134" 5'-0" 5'-0" 3'-134"
1'-10" 1'-10" 3'-018"3'-138" 2'-1"2'-11"2'-11" 2'-1" 3'-2" 5'-278" 2'-118"3'-8" 1'-10"3'-138"3'-018" 1'-10"
1'-8"
1'-10"3'-1118"4'-038" 1'-10"
3'-0" 11'-912"3'-712" 6'-312" 7'-1112"W1 W2
W1 W1W1
W1 W2 W1
W4p
W4
W4
W1W1W1
W2W1
W1W3W6a W3pW3
W1 W2W1
W1
W1W1W1
W1
W1W41'-3" 112"
134"
2'-0"
5'-534" 5'-0" 5'-734"
MECH.
W D
W D
E W1FF
B
2'-0"
134"
KITCHEN
LIVING
BEDROOM
BEDROOM
CPT1
P1
BEDROOM
CLOSET
BATH
2'-10916" 3'-6" 4'-9716"
3'-8" 3'-8"
CPT1
P1
CLOSET
3'-934" 9'-914" 3'-712" 3'-712"2'-112"2'-112"36'-8"51'-6"
16'-612" 4'-3" 7'-3" 8'-0" 3'-8" 4'-3" 7'-612"1'-0"36'-912"6'-0" 5'-0"11'-4" 6'-112" 8'-212" 6'-112" 4'-3"W14'-512"W6aW6a3'-2"
16'-1012" 5'-512" 3'-4" 8'-212" 6'-112" 6'-834" 4'-914"
51'-6"
3'-714" 2'-0" 1'-634"
5'-1112"
BATH
13
16
16
14 15
TYP.CPT1
P1
CLOSET
18
172'-10" 11'-034"
1'-1034"1'-6"
1"
2'-6"8'-0"U2
U4
SS2
MW1
HDW1
U3
U6
4" 2"1'-2" 3'-6"U4
2'-6" 1'-0" 1'-6"
1"
7'-112"
3'-0" 2'-0"2'-1012"MW1
HDW1
SS1
DW
AP2
2'-0" 112"112"
WT1
SH-1
4'-2"4'-2"412"2'-312" 3'-10" 1012"412"7'-0"4'-312" CLR.4'-3" CLR.1'-3" 1'-5" 2'-6" 5'-0" 2'-6" 3'-3" 3'-0"
112"
10/11/21
ARCHITECTCLIENT CONSTRUCTION MANAGER PROJECT DRAWING TITLE SEAL SHEET PROJECT INFO REVISIONS20011
APRIL 28, 2021AVANT PHASE IICARMEL, INEDWARD ROSEDEVELOPMENTCARMEL LLC.PERMIT SET
No. AR12000062
STATE OF
MDXELA
ARS
H
T E C TCHI
AR
STGI
R E E
DER
IANDI N A
A407X
LEGEND
INDICATES INTERIOR ELEVATION
INDICATES DOOR TYPE
INDICATES WINDOW TYPE
3
2
A
SYMBOL
48"INDICATES LENGTH OF REINFORCING
FIELD VERIFY ALL CLOSET
ELEVATIONS PRIOR TO
FABRICATION & INSTALL.
U1
U2
U3
U4
U5
U6
UNIT ACCESSORY NOTES
1. 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.
2. ALL UNIT ACCESSORIES TO BE MOUNTED INTO DRYWALL WITH
MANUFACTURER'S SPECIFIED ANCHORS.
ALL BATHROOM FIXTURES TO BE SATING NICKEL OR OIL RUBBED
BRONZE.
SHOWER ROD (CURTAINS BY OTHERS)
SURFACE MOUNTED TOILET TISSUE HOLDER
24" TOWEL BAR
LIGHTED MIRROR - CENTER ON SINK
ROBE HOOK - INTERIOR SIDE OF DOOR
TOWEL RING
UNIT DOOR SCHEDULE
TYPE
CORRIDOR UNIT ENTRY
BEDROOM / BATHROOM
A
B
C
D
E
POCKET DOOR
F
G
CLOSET
SIZE
3'-0" X 7'-0"
2'-10" X 6'-8"
2'-10" X 6'-8"
CLOSET
DOUBLE CLOSET DOORS
2'-6" X 6'-8"
(2) 2'-6" X 6'-8"
2'-10" X 6'-8"
2'-0" X 6'-8"
MARK
H DOUBLE CLOSET SLIDING DOORS (2) 3'-0" X 6'-8"
I
CLOSET
NOT USED
LIGHT SCHEDULE
LF1 4" ROUND SURFACE DOWNLIGHT
LF2 NOT USED
LF3 CEILING FAN
LF4 LIGHTED MIRROR - INSTALL JUNCTION BOX IN DRAWN AREA
CFB CEILING FAN BOX - WIRED FOR CONTROL OF LIGHT AND FAN
AT SWITCH
ENLARGED UNITPLAN - C2INTERIORELEVATIONSSCALE:
08 INTERIOR ELEVATION
BATHROOM
1/2" = 1'-0"SCALE:
09 INTERIOR ELEVATION
CLOSET
1/2" = 1'-0"SCALE:
10 INTERIOR ELEVATION
CLOSET
1/2" = 1'-0"
SCALE:
13 INTERIOR ELEVATION
BATHROOM
1/2" = 1'-0"SCALE:
14 INTERIOR ELEVATION
CLOSET
1/2" = 1'-0"
SCALE:
11 INTERIOR ELEVATION
CLOSET
1/2" = 1'-0"SCALE:
12 INTERIOR ELEVATION
BATHROOM
1/2" = 1'-0"
SCALE:
15 INTERIOR ELEVATION
CLOSET
1/2" = 1'-0"
SCALE:
17 REFLECTED CEILING PLAN
UNIT 429.2 FOURTH FLOOR
1/4" = 1'-0"
18-4 18"
10'-1 14"
10'-1 14"
SCALE:
17 INTERIOR ELEVATION
CLOSET
1/2" = 1'-0"SCALE:
18 INTERIOR ELEVATION
CLOSET
1/2" = 1'-0"
SCALE:
16 INTERIOR ELEVATION
CLOSET
1/2" = 1'-0"
34"
3'-814" 3'-8 14"
34" 34"
SHELF
ROD
SHELF
ROD
34"
2'-512" 2'-512"
34"34"
SHELF
SHELF
ROD
SHELF
ROD6"2'-11" 6" 6" SHELF
ROD
SHELF
ROD 6"2'-11" 6" 6" 6"3'-11" PROVIDE 2 X 10
BLOCKING OR EQUAL
PROVIDE 2 X 10
BLOCKING OR EQUALSHELF
SHELF
SHELF
SHELF
SHELF
SHELF 1'-234" 2'-512"
34"34"
2'-512"
34"
SHELF
1'-234" 1'-234" 1'-234" 1'-312"ROD
SHELF
PROVIDE 2 X 10 BLOCKING
OR EQUAL
SS2
MW1
HDW1
U4
U3
4"U2 2'-5"1"4"2"2'-10"1'-6"
10'-434"
2'-6"
1"
1'-73 4"1'-6" 3'-0"
2" 3'-0"1'-1014" 3'-10"U1
5'-0"
WT1
BA-1
BT-1934"1'-1014" 5'-0"34"
4'-014"
34"
ROD
SHELF
6"SHELF2'-11" ROD
6" 6" SHELF
SHELF
SHELF
SHELF
SHELF
SHELF
1'-412"
34"34" 1'-312" 1'-234" 1'-234" 1'-234" 1'-234"6"2'-11" 6" 6" ROD
SHELF
SHELF
ROD
1'-7"
3 4"
PROVIDE 2 X 10 BLOCKING
OR EQUAL
PROVIDE 2 X 10
BLOCKING OR EQUAL
34"
1'-1134" 1'-1134"
34" 34"
SHELF
SHELF
ROD
SHELF
ROD
34"
3'-1114"
34"
ROD
SHELF
6"SHELF2'-11" ROD 6"834" 6" 6" 6" 2'-814" 6"3'-11" PROVIDE 2 X 10 BLOCKING
OR EQUAL
PROVIDE 2 X 10
BLOCKING OR EQUAL
SHELF
SHELF
SHELF
SHELF
SHELF
SHELF
2'-934"
34"34" 1'-312" 1'-234" 1'-234" 1'-234" 1'-234"PROVIDE 2 X 10 BLOCKING
OR EQUAL
PROVIDE 2 X 10
BLOCKING OR EQUAL
7'-814"
3 4"34"
SHELF
ROD 6"3'-11" 10/11/21
ARCHITECTCLIENT CONSTRUCTION MANAGER PROJECT DRAWING TITLE SEAL SHEET PROJECT INFO REVISIONS20011
APRIL 28, 2021AVANT PHASE IICARMEL, INEDWARD ROSEDEVELOPMENTCARMEL LLC.PERMIT SET
No. AR12000062
STATE OF
MDXELA
ARS
H
T E C TCHI
AR
STGI
R E E
DER
IANDI N A
A420ENLARGEDFITNESS & MAILROOMSCALE:
01 FITNESS & MAIL ROOM
ENLARGED
1/2" = 1'-0"
CLUB ROOM
CR101
MAIL ROOM
MR101
MECH
M1O1
UTILITY ACCESSORIES.
TOILET TISSUE DISPENSER.
SANITARY NAPKIN DISPENSER.
COMBINATION TOWEL DISPENSER AND WASTE RECEPTACLE.
MIRROR
36" GRAB BAR.
42" GRAB BAR.
18" GRAB BAR.
SOAP DISPENSER.
SURFACE MOUNTED BABY CHANGING STATION.
U10
U11
U12
U13
U14
U15
U16
U17
U18
U11 U10 U16 U15
U14
U17
U13
U11 U10 U16 U15
U14
U17
U13
U12
U18
U12
U18
REST.
RR101
REST.
RR102 2'-4" TYP.8'-178" 13'-103 4" 7'-1038"1'-7"1'-658"PLAN NOTES
TV. AT THIS LOCATION. PROVIDE BLOCKING AS REQUIRED.1
DRINKING FOUNTAIN AT THIS LOCATION.2
FLOATING WOOD COUNTERTOP WITH HIDDEN SIDE IN-WALL
BRACKETS.
3
1
EW1
EW1
CR101
M101RR102RR101G21
MR101a
G1
MR101b
09
A440
2'-8716" 8'-834" 10'-614" 16'-212" 3'-10" 35'-512" 2'-512"
30'-8"
5'-11" 5'-512" 2'-512" 2'-9" 2'-512"
6'-8" 2'-6"8'-412" 7'-11" 5'-212" 2'-3"G14
W7W1
W1
W8W8W2
4'-1178"19'-1058" 4'-101316"
TRUE
NORTH
09
A831
03
A831
TYP
A831
06
07 05
A833
11
10
3'-1012" W7a
W7aW7W7
W7W3pW7aW7
W7
W1 9'-2"13'-0"4'-103 4" 2'-1012" 2'-1012" 2'-1012" 2'-1012" 2'-1012" 2'-1012" 2'-1012" 2'-1012" 2'-014"
29'-11"
W3
W7
W3 W1G19
W3pW3p1
1
G14
10/11/21
ARCHITECTCLIENT CONSTRUCTION MANAGER PROJECT DRAWING TITLE SEAL SHEET PROJECT INFO REVISIONS20011
APRIL 28, 2021AVANT PHASE IICARMEL, INEDWARD ROSEDEVELOPMENTCARMEL LLC.PERMIT SET
No. AR12000062
STATE OF
MDXELA
ARS
H
T E C TCHI
AR
STGI
R E E
DER
IANDI N A
A421ENLARGEDBUSINESSCENTERSCALE:
01 ENLARGED BUSINESS CENTER
1/2" = 1'-0"
FOCUS
F101
FOCUS
F102
FOCUS
F103
FOCUS
F104
COWORKING
CW101
CONF.
C101
LOUNGE
L101
CONF.
C1023'-4"7'-112" 7'-0516"
2'-7316" 2'-538"2'-458"12'-714"
11'-10516"2'-312" 7'-312" 8'-212" 2'-312" 2'-0"10'-01316"7'-4"
PLAN NOTES
TV. AT THIS LOCATION. PROVIDE BLOCKING AS REQUIRED.1
DRINKING FOUNTAIN AT THIS LOCATION.2
FLOATING WOOD COUNTERTOP WITH HIDDEN SIDE IN-WALL
BRACKETS.
3
3
C102
L101
C101CW101a
CW101gCW101fCW101eCW101dCW101b
G19
G22
G23
G9
G22
G20
G10
01
A440
02
A440
CW101cMECH
M103
12'-812" 11'-512"11'-1014"W1W1
W1
W1
W1
W1W1
W1 W1
TRUE
NORTH
M103
03
A831
TYP
05
A832
06
A832
07
A832
02
A831
A831
01
W7
W7W7
W7
W7
W7W8EW4b1
1
3'-414"
7'-2"7'-2" 8'-0" 4'-0"
33
7'-312" 7'-312" 7'-312"
W1 W1 W1
3 1'-618" 4'-038"W2W14'-1015128"5'-0" 2'-514" 4'-01128" CLR. G22 G22 G22
3 3 3
W1 W1 W2W2EW3
06
A441
05
A44110'-6" 9'-7" W1W1SIMW1SIM10/11/21
ARCHITECTCLIENT CONSTRUCTION MANAGER PROJECT DRAWING TITLE SEAL SHEET PROJECT INFO REVISIONS20011
APRIL 28, 2021AVANT PHASE IICARMEL, INEDWARD ROSEDEVELOPMENTCARMEL LLC.PERMIT SET
No. AR12000062
STATE OF
MDXELA
ARS
H
T E C TCHI
AR
STGI
R E E
DER
IANDI N A
A440EXTERIOR PLANDETAILSSCALE:
01 PLAN DETAIL
1 1/2" = 1'-0"
SCALE:
02 PLAN DETAIL
1 1/2" = 1'-0"
SCALE:
03 PLAN DETAIL
1 1/2" = 1'-0"
SCALE:
04 PLAN DETAIL
1 1/2" = 1'-0"
SCALE:
05 PLAN DETAIL
1 1/2" = 1'-0"
SCALE:
06 PLAN DETAIL
1 1/2" = 1'-0"
SCALE:
07 PLAN DETAIL
1 1/2" = 1'-0"
SCALE:
08 PLAN DETAIL
1 1/2" = 1'-0"
SCALE:
09 PLAN DETAIL
1 1/2" = 1'-0"
SCALE:
10 PLAN DETAIL
1 1/2" = 1'-0"
SCALE:
11 PLAN DETAIL
1 1/2" = 1'-0"
SCALE:
12 PLAN DETAIL
1 1/2" = 1'-0"
EW3 W8EW3
11916"1'-10"1'-0"EW1
2'-812"10"EW2aEW2aEW2a
2x6 FRAMING
EW1
EW2aW5EW2aSIMEW1
EW2a
SIM.1'-0"EW2aSIM.EW2aSIM.EW3
EW4bEW2aSIM.1'-1012"
EW2a
SIM.1'-212"EW3
EW1
DRYWALL RETURN-
CAULK & SEALANT
1'-1118"
EW2a
SIM.EW2aSIM.EW2aSIM.EW3 1'-212"EW2aEW1
RESIDENTIAL UNIT WINDOW,
PER SCHEDULE
EW2aEW1
EW2aSIM.1'-0"
OUTSIDE CORNER
REVEAL TRIM, BY ACM
PANEL MANUFACTURER
J-TRIM, FRY REGLET OR
EQUAL W/ CONTINUOUS CAULK
& SEALANT
OUTSIDE CORNER REVEAL
TRIM, BY ACM PANEL
MANUFACTURER
2x6 FRAMING
7/16" EXTERIOR SHEATHING
W/ BUILDING WRAP
ACM PANEL- FINISH TO
MATCH EW4b, TYP.
OUTSIDE CORNER REVEAL
TRIM, BY ACM PANEL
MANUFACTURER
12"
J-TRIM, BY ACM PANEL
MANUFACTURER W/
CONTINUOUS CAULK &
SEALANT
J-TRIM, FRY REGLET OR
EQUAL W/ CONTINUOUS
CAULK & SEALANT
RESIDENTIAL UNIT WINDOW,
PER SCHEDULE
12"
UNIT BALCONY DOOR,
PER SCHEDULE
MASONRY CORNER RETURN
TO SHEATHING
J-TRIM, FRY REGLET OR
EQUAL W/ CONTINUOUS
CAULK & SEALANT2'-8"RESIDENTIAL UNIT WINDOW,
PER SCHEDULE
12"
J-TRIM, FRY REGLET OR
EQUAL W/ CONTINUOUS
CAULK & SEALANT
12"514"MASONRY CORNER RETURN
TO SHEATHING @ DOOR
OPENING
CONTINUOUS BACKER ROD &
SEALANT
STOREFRONT ASSEMBLY,
PER SCHEDULE
J-TRIM, FRY REGLET OR
EQUAL W/ CONTINUOUS
CAULK & SEALANT
INSIDE CORNER REVEAL
TRIM, FRY REGLET OR
EQUAL
UNIT BALCONY DOOR,
PER SCHEDULE
12"
OUTSIDE CORNER REVEAL
TRIM, FRY REGLET OR
EQUAL
OUTSIDE CORNER REVEAL
TRIM, FRY REGLET OR
EQUAL
2X6 FRAMING
2'-0"
INSIDE CORNER REVEAL
TRIM, FRY REGLET OR
EQUAL
OUTSIDE CORNER REVEAL
TRIM, FRY REGLET OR
EQUAL
STOREFRONT ASSEMBLY,
PER SCHEDULE2'-712" 12"
(2) LAYERS OF 5/8" GYPSUM
BOARD TYPE 'X'
DRYWALL RETURN-
CONTINUOUS CAULK &
SEALANT2'-8516"DRYWALL RETURN-
CONTINUOUS CAULK &
SEALANT
J-TRIM, FRY REGLET OR
EQUAL
14"DRYWALL RETURN-
CONTINUOUS CAULK & SEALANT
STOREFRONT ENTRANCE
ASSEMBLY, PER SCHEDULE38"J-TRIM, FRY REGLET OR
EQUAL W/ CONTINUOUS CAULK
& SEALANT
MASONRY CORNER RETURN
TO SHEATHING
7/16" FIRE-RATED EXTERIOR
SHEATHING FOR 4FT MIN. ON
EITHER SIDE OF FIRE WALL
11916"VERTICAL TRIM
REVEAL, BY ACM
PANEL MANUFACTURER
EW4b
SIM.EW4bSIM.EW4bSIM.W9SIM.STAIR LANDING SIDE
W7
OUTSIDE CORNER
REVEAL TRIM, BY ACM
PANEL MANUFACTURER
J-TRIM, FRY REGLET OR
EQUAL W/ CONTINUOUS
CAULK & SEALANT
J-TRIM, FRY REGLET OR
EQUAL W/ CONTINUOUS
CAULK & SEALANT
38"
INSIDE CORNER REVEAL
TRIM, FRY REGLET OR
EQUAL
J-TRIM, FRY REGLET OR
EQUAL W/ CONTINUOUS
CAULK & SEALANT
RESIDENTIAL UNIT WINDOW,
PER SCHEDULE
MASONRY CORNER RETURN
TO SHEATHING
TREATED BLOCKING
OUTSIDE CORNER REVEAL
TRIM, FRY REGLET OR
EQUAL
OUTSIDE CORNER REVEAL
TRIM, FRY REGLET OR
EQUAL
OUTSIDE CORNER REVEAL
TRIM, FRY REGLET OR
EQUAL
FITNESS CENTER
STOREFRONT, PER
SCHEDULE
1'-1012"
REFER TO DETAIL 01/A442
FOR PLAN DETAIL THROUGH
MASONRY WATERTABLE.
1 ASI 02 10.06.2021
1
REFER TO DETAIL 02/A442
FOR PLAN DETAIL THROUGH
MASONRY WATERTABLE.
1
REFER TO DETAIL 05/A442
FOR PLAN DETAIL THROUGH
MASONRY WATERTABLE.
1
REFER TO DETAIL 03/A442
FOR PLAN DETAIL THROUGH
MASONRY WATERTABLE.
1
REFER TO DETAIL 07/A442
FOR PLAN DETAIL THROUGH
MASONRY WATERTABLE.
1
1
TREATED BLOCKING
514"1
TREATED BLOCKING
1
6"1
12"6"1
REFER TO DETAIL 09/A442
FOR PLAN DETAIL THROUGH
MASONRY WATERTABLE.
1
10/11/21
ARCHITECTCLIENT CONSTRUCTION MANAGER PROJECT DRAWING TITLE SEAL SHEET PROJECT INFO REVISIONS20011
APRIL 28, 2021AVANT PHASE IICARMEL, INEDWARD ROSEDEVELOPMENTCARMEL LLC.PERMIT SET
No. AR12000062
STATE OF
MDXELA
ARS
H
T E C TCHI
AR
STGI
R E E
DER
IANDI N A
A441EXTERIOR PLANDETAILSSCALE:
01 PLAN DETAIL
1 1/2" = 1'-0"
SCALE:
02 PLAN DETAIL
1 1/2" = 1'-0"
SCALE:
03 PLAN DETAIL
1 1/2" = 1'-0"
SCALE:
04 PLAN DETAIL
1 1/2" = 1'-0"
SCALE:
05 PLAN DETAIL
1 1/2" = 1'-0"
SCALE:
06 PLAN DETAIL
1 1/2" = 1'-0"
SCALE:
07 PLAN DETAIL
1 1/2" = 1'-0"
SCALE:
08 PLAN DETAIL
1 1/2" = 1'-0"
SCALE:
09 PLAN DETAIL
1 1/2" = 1'-0"EW2aEW2a
RESIDENTIAL UNIT WINDOW,
PER SCHEDULE
J-TRIM, FRY REGLET OR
EQUAL W/ CONTINUOUS
CAULK & SEALANTEW2bEW2b
RESIDENTIAL UNIT WINDOW,
PER SCHEDULE
J-TRIM, FRY REGLET OR
EQUAL W/ CONTINUOUS
CAULK & SEALANT
INSIDE CORNER REVEAL
TRIM, FRY REGLET OR
EQUAL
2x6 FRAMING
W3
EW2a
SIM.
EW2a
SIM. EW2aEW2aEW2aSIM.EW1EW2a
SIM.
W5
OUTSIDE CORNER REVEAL
TRIM, FRY REGLET OR
EQUALEW4aSIM.EW3EW4a
SIM.
1'-0"
EW4b
SIM.
EW4a
SIM.
EW4a
SIM.
W7
SIM
EW4b
SIM.EW4bSIM.1'-10" 1'-10"1'-10"1'-10"
RESIDENTIAL UNIT WINDOW,
PER SCHEDULE EW4bSIM.EW3
EW3
EW4a EW4aEW4aEW1
W6b
W6b1'-5 12"
OUTSIDE CORNER
REVEAL TRIM, BY ACM
PANEL MANUFACTURER1'-0"4'-7"W4W4EW4bEW3
1'-11116"38"INSIDE CORNER REVEAL
TRIM, FRY REGLET OR
EQUAL
14"DRYWALL RETURN-
CONTINUOUS CAULK &
SEALANT 14"14"
J-TRIM, FRY REGLET OR
EQUAL W/ CONTINUOUS
CAULK & SEALANT
DRYWALL RETURN-
CONTINUOUS CAULK &
SEALANT
DRYWALL RETURN-
CONTINUOUS CAULK &
SEALANT
RESIDENTIAL UNIT WINDOW,
PER SCHEDULE
OUTSIDE CORNER REVEAL
TRIM, FRY REGLET OR
EQUAL
INSIDE CORNER REVEAL
TRIM, FRY REGLET OR
EQUAL
DRYWALL RETURN-
CONTINUOUS CAULK &
SEALANT
7/16" FIRE-TREATED
EXTERIOR SHEATHING FOR
4FT MIN. ON EITHER SIDE
OF FIRE WALL
J-TRIM REVEAL, FRY
REGLET OR EQUAL-
CONTINUOUS CAULK &
SEALANT 12"TREATED BLOCKING
OUTSIDE CORNER REVEAL
TRIM, PER ACM PANEL
MANUFACTURER
MASONRY CORNER
RETURN TO SHEATHING
2x6 FRAMING
2x4 BLOCKING
EW4b
SIM.
12"
J-TRIM, FRY REGLET OR EQUAL
W/ CONTINUOUS CAULK &
SEALANT
PERIMETER J-TRIM REVEAL, PER
ACM PANEL MANUFACTURER W/
CONTINUOUS CAULK & SEALANT
38"DRYWALL RETURN- CONTINUOUS
CAULK & SEALANT
STOREFRONT ENTRANCE
ASSEMBLY, PER
SCHEDULE
DRYWALL RETURN-
CONTINUOUS CAULK &
SEALANT
INSIDE CORNER REVEAL
TRIM, FRY REGLET OR
EQUAL1'-11916"W7
J-TRIM, FRY REGLET OR
EQUAL W/ CONTINUOUS
CAULK & SEALANT
DRYWALL RETURN-
CONTINUOUS CAULK &
SEALANT
STOREFRONT ASSEMBLY.
PER SCHEDULE
OUTSIDE CORNER
REVEAL TRIM, FRY
REGLET OR EQUAL
PERIMETER J-TRIM REVEAL, PER
ACM PANEL MANUFACTURER W/
CONTINUOUS CAULK & SEALANT
12"
OUTSIDE CORNER REVEAL TRIM,
PER ACM PANEL MANUFACTURER
OUTSIDE CORNER REVEAL TRIM,
PER ACM PANEL MANUFACTURER
PERIMETER J-TRIM REVEAL, PER
ACM PANEL MANUFACTURER W/
CONTINUOUS CAULK & SEALANT
12"
38"
J-TRIM REVEAL, FRY REGLET
OR EQUAL W/ CONTINUOUS
CAULK & SEALANT
38"UNIT BALCONY DOOR, PER
SCHEDULE
BALCONY GUARDRAIL
DRYWALL RETURN- CONTINUOUS
CAULK & SEALANT
RESIDENTIAL UNIT WINDOW, PER
SCHEDULE 614"2x6 FRAMING
INSIDE CORNER REVEAL
TRIM, FRY REGLET OR
EQUAL
OUTSIDE CORNER REVEAL
TRIM, FRY REGLET OR
EQUAL
INSIDE CORNER REVEAL TRIM,
FRY REGLET OR EQUAL
J-TRIM, FRY REGLET OR EQUAL
W/ CONTINUOUS CAULK &
SEALANT
EW4bSIM.RESIDENTIAL UNIT WINDOW,
PER SCHEDULE
RESIDENTIAL UNIT WINDOW,
PER SCHEDULE
PERIMETER J-TRIM REVEAL, PER
ACM PANEL MANUFACTURER W/
CONTINUOUS CAULK & SEALANT 1 ASI 02 10.06.2021
REFER TO DETAIL 04/A442
FOR PLAN DETAIL THROUGH
MASONRY WATERTABLE.
1
REFER TO DETAIL 06/A442
FOR PLAN DETAIL THROUGH
MASONRY WATERTABLE.
1
REFER TO DETAIL 08/A442
FOR PLAN DETAIL THROUGH
MASONRY WATERTABLE.
1
1
614"
10/11/21
ARCHITECTCLIENT CONSTRUCTION MANAGER PROJECT DRAWING TITLE SEAL SHEET PROJECT INFO REVISIONS20011
APRIL 28, 2021AVANT PHASE IICARMEL, INEDWARD ROSEDEVELOPMENTCARMEL LLC.PERMIT SET
No. AR12000062
STATE OF
MDXELA
ARS
H
T E C TCHI
AR
STGI
R E E
DER
IANDI N A
A442EXTERIOR PLANDETAILSSCALE:
01 PLAN DETAIL
1 1/2" = 1'-0"
SCALE:
02 PLAN DETAIL
1 1/2" = 1'-0"
SCALE:
04 PLAN DETAIL
1 1/2" = 1'-0" SCALE:
06 PLAN DETAIL
1 1/2" = 1'-0"
W3
EW1
SIM.EW2aEW1W7
SIM38"STOREFRONT ENTRANCE
ASSEMBLY, PER
SCHEDULE
DRYWALL RETURN-
CONTINUOUS CAULK &
SEALANT
MASONRY RETURN TO
SHEATHING
W7
J-TRIM, FRY REGLET OR
EQUAL W/ CONTINUOUS
CAULK & SEALANT
DRYWALL RETURN-
CONTINUOUS CAULK &
SEALANT
STOREFRONT ASSEMBLY.
PER SCHEDULE
2x6 FRAMING
J-TRIM, FRY REGLET OR
EQUAL W/ CONTINUOUS
CAULK & SEALANT
1'-1012"2'-4"EW1
EW1W9SIM.STAIR LANDING SIDE W8EW11'-1158"1'-0"
SCALE:
03 PLAN DETAIL
1 1/2" = 1'-0"
VERIFY IN FIELD
EW1J-TRIM, FRY REGLET OR
EQUAL W/ CONTINUOUS
CAULK & SEALANT
SCALE:
05 PLAN DETAIL
1 1/2" = 1'-0"
EW1
VERIFY IN FIELD 3/8" BACKER ROD &
SEALANT @ OPENING
UNIT BALCONY DOOR,
PER SCHEDULEEW1MASONRY RETURN TO
SHEATHING
1316" AIR GAPUNIT BALCONY DOOR,
PER SCHEDULE
3/8" BACKER ROD &
SEALANT @ OPENINGS
MASONRY RETURN TO
SHEATHING
12"EW1
SIM.
12"
STOREFRONT ENTRANCE
ASSEMBLY,
PER SCHEDULE
38"
BACKER ROD &
SEALANT
MASONRY RETURN
TO SHEATHING
7'-0"1'-1158"
EQ.EQ.
VERIFY IN FIELD
2'-0" 1'-1158"
VERIFY IN FIELD
BACKER ROD & SEALANT
38"6'-358"EW4a
SIM.
J-TRIM, FRY REGLET OR
EQUAL W/ CONTINUOUS
CAULK & SEALANT 12"MASONRY RETURN TO
SHEATHING
EW1
EW1SCALE:
07 PLAN DETAIL
1 1/2" = 1'-0"514"SCALE:
08 PLAN DETAIL
1 1/2" = 1'-0" EW1EW2a
J-TRIM, FRY REGLET OR
EQUAL W/ CONTINUOUS
CAULK & SEALANT12"SCALE:
09 PLAN DETAIL
1 1/2" = 1'-0"EW1612"EW1
10/11/21
UPDNUP DN DNUP ARCHITECTCLIENT CONSTRUCTION MANAGER PROJECT DRAWING TITLE SEAL SHEET PROJECT INFO REVISIONS20011
APRIL 28, 2021AVANT PHASE IICARMEL, INEDWARD ROSEDEVELOPMENTCARMEL LLC.PERMIT SET
No. AR12000062
STATE OF
MDXELA
ARS
H
T E C TCHI
AR
STGI
R E E
DER
IANDI N A
A451STAIR #1ENLARGED PLANS& SECTIONSSCALE:
01 ENLARGED PLAN
STAIR #1 FIRST FLOOR
1/4" = 1'-0"4'-712" CLR. 05
A451
512"
31'-712"
33'-112"1'-012"2'-0"2'-834"12'-0" 5'-214" S101b S101a
SCALE:
02 ENLARGED PLAN
STAIR #1 SECOND FLOOR
1/4" = 1'-0"
S201
SCALE:
03 ENLARGED PLAN
STAIR #1 THIRD FLOOR
1/4" = 1'-0"
S301
SCALE:
04 ENLARGED PLAN
STAIR #1 FOURTH FLOOR
1/4" = 1'-0"
S401
G17
SCALE:
05 SECTION
STAIR #1
3/8" = 1'-0"
FIRST FLOOR
0'-0"12'-0" (21) EQUAL RISERS
SECOND FLOOR
12'-0"10'-8" (19) EQUAL RISERS 10'-8" (19) EQUAL RISERS 10'-4" 11'-8"THIRD FLOOR
22'-8"
FOURTH FLOOR
33'-4"
TRUSS BEARING
43'-8"
T.O. PARAPET
55'-4"
1 12" Ø ALUMINUM
HANDRAIL, PAINTED
1'-0" TYP.
1'-0" TYP.4'-0" A.F.F.EW3 7'-812" 1'-012"2'-212"34" - 38" AFF5'-458" CLR. R1R2G17
G18
1'-012"
5'-612"
PER STRUCTURAL DRAWINGS
BRACING, PER
STRUCTURAL DRAWINGS
1 12" Ø ALUMINUM
HANDRAIL, PAINTED
34" - 38" AFF 1 12" Ø ALUMINUM
HANDRAIL, PAINTED
34" - 38" AFF9'-1038" CLR. MIN 8'-558"CLR. MINEW9 W9W9a4'-712" CLR. 05
A451
512"
31'-712"
33'-112"1'-012"2'-0"2'-834"12'-0" 5'-214" 08
A440 7'-812" 1'-012"2'-212"EW2 5'-158" CLR.
1'-012"
EW9 W9W9a 5'-458" CLR.1'-2" 18'-4" 1'-6" 4'-712" CLR. 05
A451
512"
31'-712"
33'-112"1'-012"2'-0"2'-834"12'-0" 5'-214" 7'-812" 1'-012"2'-212"6'-1158" CLR.
1'-012"
EW9 W9 W9a 5'-458" CLR.1'-2" 16'-6" 1'-6" EW2 4'-712" CLR.05
A451
512"
31'-712"
33'-112"1'-012"2'-0"2'-834"12'-0"5'-214" 7'-812" 11'-112"1'-012"2'-212"6'-958" CLR.
1'-012"
EW9 W9 W9a 5'-458" CLR.1'-4"
16'-6" 1'-6" EW21'-212"11'-112" 1'-212"11'-112" 1'-212"5'-10" CLR. 20'-358" 11'-112" 1'-212"08
A440
08
A440
08
A440
EW2 F2F2F2F2F2F2F2 F2F1F17'-512"
9'-4"
1'-1012"EW2aSIM7'-512"
9'-4"
1'-1012"
7'-512"
9'-4"
1'-1012"
7'-512"
9'-4"
1'-1012"
STAIR #1
S101
STAIR #2
S201
STAIR #1
S301
STAIR #1
S401
F1G1
EW3
EW2aSIMEW3
EW2aSIMEW3
EW2aSIMEW3
16
A352
1 ASI 02 10.06.2021
1
10/11/21
UPDNUP DNUP DNARCHITECTCLIENT CONSTRUCTION MANAGER PROJECT DRAWING TITLE SEAL SHEET PROJECT INFO REVISIONS20011
APRIL 28, 2021AVANT PHASE IICARMEL, INEDWARD ROSEDEVELOPMENTCARMEL LLC.PERMIT SET
No. AR12000062
STATE OF
MDXELA
ARS
H
T E C TCHI
AR
STGI
R E E
DER
IANDI N A
A452STAIR #2ENLARGED PLANS& SECTIONSSCALE:
01 ENLARGED PLAN
STAIR #2 FIRST FLOOR
1/4" = 1'-0"
STAIR #2
S102
S102b S102a
SCALE:
02 ENLARGED PLAN
STAIR #2 SECOND FLOOR
1/4" = 1'-0"
STAIR #2
S202
S202
SCALE:
03 ENLARGED PLAN
STAIR #2 THIRD FLOOR
1/4" = 1'-0"
SCALE:
04 ENLARGED PLAN
STAIR #2 FOURTH FLOOR
1/4" = 1'-0"
SCALE:
05 SECTION
STAIR #2
3/8" = 1'-0"
G17
FIRST FLOOR
0'-0"12'-0" (21) EQUAL RISERS
SECOND FLOOR
12'-0"10'-8" (19) EQUAL RISERS 10'-8" (19) EQUAL RISERS 10'-4" 11'-8"THIRD FLOOR
22'-8"
FOURTH FLOOR
33'-4"
TRUSS BEARING
43'-8"
T.O. PARAPET
55'-4"
1 12" Ø ALUMINUM
HANDRAIL, PAINTED
1'-0" TYP.
1'-0" TYP.4'-0" A.F.F.34" - 38" AFFR1R25'-612"
PER STRUCTURAL DRAWINGS
BRACING, PER
STRUCTURAL DRAWINGS
1 12" Ø ALUMINUM
HANDRAIL, PAINTED
34" - 38" AFF 1 12" Ø ALUMINUM
HANDRAIL, PAINTED
34" - 38" AFF9'-1038" CLR. MIN 8'-558"CLR. MINF2F2F2F2F2F2F2 F2 F1F110
A440
2'-212" 7'-812"11'-112"1'-212"4'-712" CLR.05
A4521'-012"2'-0"2'-834"12'-0" 5'-214" 1'-012"EW9 EW27'-512"
9'-4"
1'-1012"
35'-0"
24'-712"
1'-012"W5SIMW5SIMW5pSIMW5SIM10
A440
2'-212" 7'-812"10'-1112"1'-012" 05
A4521'-012"2'-0"2'-834"12'-0" 5'-214" 1'-012"EW9
7'-512"
9'-4"
1'-1012"
35'-0"
24'-712"
1'-012"W5SIMW5pSIMW5SIM4'-712" CLR.STAIR #2
S302
S302
G17
10
A440
2'-212"7'-812"11'-112"1'-212" 05
A4521'-012"2'-0"2'-834"12'-0" 5'-214" 1'-012"EW9
7'-512"
9'-4"
1'-1012"
35'-0"
24'-712"
1'-012"W5SIMW5pSIMW5SIM4'-712" CLR.STAIR #2
S402
S402
G18
10
A440
2'-212"7'-812"11'-112"1'-212"05
A4521'-012"2'-0"2'-834"12'-0"5'-214" 1'-012"EW9
7'-512"
9'-4"
1'-1012"
35'-0"
24'-712"
1'-012"W5SIMW5pSIMW5SIM4'-712" CLR.1'-4"
5'-458" CLR.
5'-158" CLR. 5'-458" CLR.1'-2" 18'-4" 1'-6"
6'-1158" CLR. 5'-458" CLR.1'-2" 16'-6" 1'-6"
6'-958" CLR. 5'-458" CLR.16'-6" 1'-6"
5'-10" CLR. 20'-358" F120'-0"
G1
EW3EW2aSIMEW3EW2aSIMEW3EW2aSIMEW3EW2aSIMEW3
W9a W9a W9a W9aW5SIMW5SIMW5SIM16
A352
1 ASI 02 10.06.2021
1
10/11/21
ARCHITECTCLIENT CONSTRUCTION MANAGER PROJECT DRAWING TITLE SEAL SHEET PROJECT INFO REVISIONS20011
APRIL 28, 2021AVANT PHASE IICARMEL, INEDWARD ROSEDEVELOPMENTCARMEL LLC.PERMIT SET
No. AR12000062
STATE OF
MDXELA
ARS
H
T E C TCHI
AR
STGI
R E E
DER
IANDI N A
A453ELEVATORENLARGED PLANS& SECTIONSSCALE:
01 TYP. ENLARGED PLAN
ELEVATOR HOISTWAY
3/4" = 1'-0"
ELEVATOR
---
2
A453
SCALE:
02 SECTION
ELEVATOR JOISTWAY
3/8" = 1'-0"
FIRST FLOOR
0'-0"
SECOND FLOOR
12'-0"
THIRD FLOOR
22'-8"
FOURTH FLOOR
33'-4"
TRUSS BEARING
42'-8"
8" HOIST BEAM,
PROVIDED BY
ELEVATOR SUPPLIER,
INSTALLED BY
OTHERS
4'-0" TYP.FIRST FLOOR
0'-0"2'-6" 6'-0" 5'-4" 5'-4" 4'-8" 2'-758" 71116"B.O. HOISTBEAM
47'-11 1/4"
B.O. JOIST
49'-2 5/8"
ELEVATOR BASIS OF DESIGN
KONE MONOSPACE 500 SERVICE SHAPE
CAPACITY: 4,000 LBS
SPEED: 200 FPM
DOOR: LEFT OPENING
TRAVEL: 33'-4"
CONTROL LOCATION: INTEGRATED
FFE REFER TO T.O. FLOOR DECK FRAMING.
CONTRACTOR TO COORDINATE
ADJUSTMENTS FOR TOPPING SLABS AND
FINISHES
NOTIFY G.C. / ARCHITECT WITH ANY
DIMENSIONAL CONFLICTS BETWEEN
DRAWINGS & ELEVATOR SUBMITTAL PRIOR
TO INSTALLATION.W6aW3pW6aW1
W6a
CONTINUE SOUND
ATTENUATION BATTS
THROUGH SHADED
PORTION
8'-1114" CLR
W6b
W6a
4'-0" 2'-1158" 758" 4" 4"758" 9'-2" CLR 75 8"7'-8" CLR 758" 4" 6"
8'-1114" CLR
LOCATION OF
INTEGRATED
CONTROLS F2 F2 F2 F1R1 F2 F2 F2 F1R1R2SCALE:
03 DETAIL
SECTION
3" = 1'-0"
SCALE:
04 DETAIL
SECTION
3" = 1'-0"
03
A353
04
A353
2x_ TREATED NAILERS
PRE-FINISHED COPING
GRAVEL STOP & DRIP
EDGE W/ CONTINUOUS
CLEAT
1 1/2" RIGID
INSULATION R2ROOFING MEMBRANE
FLASHING
8" BOND BEAM
FIBER CEMENT PANEL,
SIMILAR TO EW4a
CANT STRIP
ROOFING MEMBRANE FLASHING TO
EXTEND UP VERTICALLY AND UNDER
KICK-OUT FLASHING, MIN 12"
8" BOND BEAM
EXTEND WEATHER
BARRIER DOWN TO
MEET PLYWOOD
DECKING4" BASE REVEAL TRIM,
FRY REGLET OR
EQUAL
12"FIBER CEMENT PANEL,
SIMILAR TO EW4a
1 1/2" RIGID
INSULATION
2x4 TREATED NAILER,
INSTALLED VERTICALLY
@ 24" O.C.3"838" 75 8" 4"W6a10'-514" CLR758" 4" 10/11/21
ARCHITECTCLIENT CONSTRUCTION MANAGER PROJECT DRAWING TITLE SEAL SHEET PROJECT INFO REVISIONS20011
APRIL 28, 2021AVANT PHASE IICARMEL, INEDWARD ROSEDEVELOPMENTCARMEL LLC.PERMIT SET
No. AR12000062
STATE OF
MDXELA
ARS
H
T E C TCHI
AR
STGI
R E E
DER
IANDI N A
A800AFF&E SCHEDULE10/11/21
ARCHITECTCLIENT CONSTRUCTION MANAGER PROJECT DRAWING TITLE SEAL SHEET PROJECT INFO REVISIONS20011
APRIL 28, 2021AVANT PHASE IICARMEL, INEDWARD ROSEDEVELOPMENTCARMEL LLC.PERMIT SET
No. AR12000062
STATE OF
MDXELA
ARS
H
T E C TCHI
AR
STGIRE E
DER
IAND
I N A
A800BFF&E SCHEDULE10/11/21
10/11/21
10/11/21
ARCHITECTCLIENT CONSTRUCTION MANAGER PROJECT DRAWING TITLE SEAL SHEET PROJECT INFO REVISIONS20011
APRIL 28, 2021AVANT PHASE IICARMEL, INEDWARD ROSEDEVELOPMENTCARMEL LLC.PERMIT SET
No. AR12000062
STATE OF
MDXELA
ARS
H
T E C TCHI
AR
STGI
R E E
DER
IANDI N A
A811FITNESS & MAILCENTERFINISH PLANSCALE:
01 FINISH PLAN
FITNESS & MAIL CENTER
1/2" = 1'-0"
TRUE
NORTH
B3
PT1
P4
NOTE: FOR FINISH INFORMATION
REFERENCE A800 SHEET.
SS3
MW2
SS3
MW2
WOM2
RF2
RF1
RF3
PT2
WT6
WT5 WT5 PT2
WT6
B4
VCT1
P4
10/11/21
ARCHITECTCLIENT CONSTRUCTION MANAGER PROJECT DRAWING TITLE SEAL SHEET PROJECT INFO REVISIONS20011
APRIL 28, 2021AVANT PHASE IICARMEL, INEDWARD ROSEDEVELOPMENTCARMEL LLC.PERMIT SET
No. AR12000062
STATE OF
MDXELA
ARS
H
T E C TCHI
AR
STGI
R E E
DER
IANDI N A
A812BUSINESSCENTERFINISH PLANSCALE:
01 FINISH PLAN
BUSINESS CENTER
1/2" = 1'-0"
TRUE
NORTH
MS1
MS1
B3
CPT4
P7
P5
B3
CPT4
P7
P5
B3
CPT4
P7
P5
WC1
FP1 FP1 FP1
WT3
P9
B3
CPT3
P4
CPT3 CPT2
CPT3
CPT2
CPT2 P4 B3
VCT1
P4
B4
SS3
MW2
NOTE: FOR FINISH INFORMATION
REFERENCE A800 SHEET.
FOCUS
F101
FOCUS
F102
FOCUS
F103
FOCUS
F104
COWORKING
CW101
CONF.
C101
LOUNGE
L101
CONF.
C102
MS2MS2
B3
P4
SS3
SS4
SS4
SS3
MW2
MS2
CPT3
CPT2
WC1
P9
B3
CPT3
P4
SS4
WC1
P9
B3
CPT3
P4
SS4
WC1
P9
B3
CPT3
P4
SS4
10/11/21
AP10 AP9AP8
TRASH
TRASH TRASH ARCHITECTCLIENT CONSTRUCTION MANAGER PROJECT DRAWING TITLE SEAL SHEET PROJECT INFO REVISIONS20011
APRIL 28, 2021AVANT PHASE IICARMEL, INEDWARD ROSEDEVELOPMENTCARMEL LLC.PERMIT SET
No. AR12000062
STATE OF
MDXELA
ARS
H
T E C TCHI
AR
STGI
R E E
DER
IANDI N A
A831INTERIORELEVATIONS ANDDETAILSSCALE:
03 ELEVATION
WRAPPED COLUMN
1/2" = 1'-0"SCALE:
04 PLAN DETAIL
WRAPPED COLUMN
1 1/2" = 1'-0" SCALE:
01 ELEVATION
BUSINESS CENTER KITCHENETTE
1/2" = 1'-0"SCALE:
02 INTERIOR ELEVATION
BUSINESS CENTER
1/2" = 1'-0"
SCALE:
05 ELEVATION
CLUBHOUSE RESTROOM
1/2" = 1'-0"SCALE:
06 ELEVATION
CLUBHOUSE RESTROOM
1/2" = 1'-0"SCALE:
07 ELEVATION
CLUBHOUSE RESTROOM
1/2" = 1'-0"SCALE:
08 ELEVATION
FITNESS CENTER DRINKING FOUNTAIN
1/2" = 1'-0"SCALE:
09 ELEVATION
FITNESS CENTER BENCH SEAT
1/2" = 1'-0"
01
A832
02
A832
03
A832
04
A832
WOOD BLOCKING
PAINTED P6.
BLOCKING TO SECURE
METAL PANELS
AROUND COLUMN
DRYWALL WRAPPED
COLUMN. PAINTED P6
DRYWALL CEILING
SOFFIT PAINTED P6
1'-914"
1'-114"1'-3"6" 8'-0" 6" LASER CUT METAL
PANEL MS1 WITH 2"
SOLID EDGE. PROVIDE
LED TAPE LIGHT AT
EACH CORNER OF
COLUMN WRAP. LED
LIGHT TO EXTEND
FROM TOP OF METAL
PANEL TO BOTTOM OF
PANEL.
2"
1'-514"
2"2"2" WOOD BLOCKING
PAINTED P6.
BLOCKING TO SECURE
METAL PANELS
AROUND COLUMN
PROVIDE WOOD BASE
WRAP AROUND
BOTTOM OF COLUMN.
PAINT WOOD BASE P6
04
A831
1'-0"
1'-3"
1'-514"2" 2"
1'-914"1'-914"58" 58"
LASER CUT METAL
PANEL WRAP (MS1)
WITH 2" SOLID EDGE.
PROVIDE LED TAPE
LIGHT AT EACH
CORNER OF COLUMN
WRAP. LED LIGHT TO
EXTEND FROM TOP OF
METAL PANEL TO
BOTTOM OF PANEL.2"2" PAINTED DRYWALL
WRAPPED AROUND
COLUMN (P6)
COLUMN
WOOD BLOCKING
PAINTED P6.
BLOCKING TO SECURE
METAL PANELS
AROUND COLUMN
2'-4"SS3
SS4 SS4
3'-6"LOW WALL, PAINTED
P5
METAL SCREEN PANEL
(MS2) ATTACHED TO
LOW WALL AND
CEILING ABOVE
P4
FP1
P4
WT3
SS4
HIDDEN IN-WALL
SUPPORT BRACKETS
P5 2'-10"WT6WT6 WT5
WT5
2'-934"2'-3"434"
1" FILLER
1'-11"2'-0"
12" FILLER
3'-512"
114"2'-10"FP1
METAL SCREEN PANEL
(MS2) ATTACHED TO
LOW WALL AND
CEILING ABOVE
EQ.
2'-0" 2'-0"
EQ.
SCALE:
10 ELEVATION
CLUBHOUSE RESTROOM
1/2" = 1'-0"SCALE:
11 ELEVATION
CLUBHOUSE RESTROOM
1/2" = 1'-0"
FINISH FLOOR
0'-0"
B.O. MAIL UNIT
15" A.F.F.
LOCK HEIGHT
4' 0" A.F.F.
10
B.O. BULKHEAD
9'-0" A.F.F.
10 10 10 10 10 10 10 10 10 2'-10"3'-0"
1"
3'-0"
1"
TYP.
08
A832
3'-0"2'-0"
112"
1'-3" 1'-7" 2'-0" 2'-0"
112" 112"2'-10"08
A832
TYP.
FLOATING SEATING
BENCH MOUNTED ON
HIDDEN IN-WALL
BRACKETS. POPLAR
WOOD STAINED "S1"
AND STACK CUBBIES
FOR STORAGE, INSIDE
BACK OF CUBBIES TO
BE PAINTED "P10".1'-4" 4'-8"1'-4"
WP1
10/11/21
ARCHITECTCLIENT CONSTRUCTION MANAGER PROJECT DRAWING TITLE SEAL SHEET PROJECT INFO REVISIONS20011
APRIL 28, 2021AVANT PHASE IICARMEL, INEDWARD ROSEDEVELOPMENTCARMEL LLC.PERMIT SET
No. AR12000062
STATE OF
MDXELA
ARS
H
T E C TCHI
AR
STGI
R E E
DER
IANDI N A
A832INTERIORELEVATIONS ANDDETAILSSCALE:
05 ELEVATION
BUSINESS CENTER TABLE
1/2" = 1'-0"SCALE:
06 ELEVATION
BUSINESS CENTER TABLE
1/2" = 1'-0"SCALE:
07 ELEVATION
BUSINESS CENTER TABLE
1/2" = 1'-0"2'-6"3'-6"EQ EQ
10'-0"2'-6"3'-6"3'-6"3'-6" 3'-6"LOW WALL WRAPPED IN
PAINTED DRYWALL
(P6) WITH METAL
PANEL (MS2)
ATTACHED TO
DRYWALL
SOLID SURFACE
WORKSURFACE (SS3)
P6P6
SS3
LOW WALL WRAPPED IN
PAINTED DRYWALL
(P6) WITH METAL
PANEL (MS2)
ATTACHED TO
DRYWALL
SS3
LOW WALL WRAPPED IN
PAINTED DRYWALL
(P6) WITH METAL
PANEL (MS2)
ATTACHED TO
DRYWALL
SS3
SCALE:
01 SECTION
BUSINESS CENTER KITCHENETTE
1 1/2" = 1'-0"SCALE:
02 SECTION
BUSINESS CENTER KITCHENETTE
1 1/2" = 1'-0"
2'-1"
SUB-BASE BY SUPPLIER,
FINISH TO MATCH FACE OF
CASEWORK, PROVIDE FINISH
ON EXPOSED ENDS.
REF. HARDWARE SCHED.
REF. HARDWARE SCHED.
REF. HARDWARE SCHED.4"2'-10"SUB-BASE BY SUPPLIER,
FINISH TO MATCH FACE OF
CASEWORK, PROVIDE FINISH
ON EXPOSED ENDS.
FAUX DRAWER/DOOR FRONT
WITH SELF EDGING ON ALL
FOUR EDGES
SCHEDULED SOLID SURFACE
COUNTERTOP.
4" HIGH BACKSPLASH WITH
OUTLET ACCESS.
SCHEDULED PLUMBING
FIXTURE.
REF. HARDWARE SCHED.
2'-1"
SCALE:
03 SECTION
BUSINESS CENTER
1 1/2" = 1'-0"
2'-1"
IN WALL HIDDEN SUPPORT
BRACKET
2'-6"SCALE:
04 SECTION
BUSINESS CENTER
1 1/2" = 1'-0"4"2'-1"
SUB-BASE BY SUPPLIER,
FINISH TO MATCH FACE OF
CASEWORK, PROVIDE FINISH
ON EXPOSED ENDS.
SCHEDULED SOLID SURFACE
COUNTERTOP.
SUPPORT WOOD
BLOCKING AS
REQUIRED.
REF. HARDWARE SCHED.2'-10"SCHEDULED SOLID SURFACE
COUNTERTOP.4"2'-10"SCHEDULED SOLID SURFACE
COUNTERTOP.
SUPPORT WOOD
BLOCKING AS
REQUIRED.
SCALE:
08 SECTION
BUSINESS CENTER
1 1/2" = 1'-0"4"2'-1"
SUB-BASE BY SUPPLIER,
FINISH TO MATCH FACE OF
CASEWORK, PROVIDE FINISH
ON EXPOSED ENDS.
SCHEDULED SOLID SURFACE
COUNTERTOP.
SUPPORT WOOD
BLOCKING AS
REQUIRED.
REF. HARDWARE SCHED.2'-10""TRASH" TEXT TO BE
ENGRAVED ON DOOR.
10/11/21
ARCHITECTCLIENT CONSTRUCTION MANAGER PROJECT DRAWING TITLE SEAL SHEET PROJECT INFO REVISIONS20011
APRIL 28, 2021AVANT PHASE IICARMEL, INEDWARD ROSEDEVELOPMENTCARMEL LLC.PERMIT SET
No. AR12000062
STATE OF
MDXELA
ARS
H
T E C TCHI
AR
STGI
R E E
DER
IANDI N A
A901FITNESS CENTERFURNITURE PLAN SCALE:
01 FURNITURE PLAN
FITNESS CENTER
1/2" = 1'-0"
NOTE: FURNITURE LAYOUT TO BE
USED FOR REFERENCE ONLY.
CLUB ROOM
CR101
MAIL ROOM
MR101
MECH
M1O1
REST.
RR101
REST.
RR102
TRUE
NORTH
10/11/21
ARCHITECTCLIENT CONSTRUCTION MANAGER PROJECT DRAWING TITLE SEAL SHEET PROJECT INFO REVISIONS20011
APRIL 28, 2021AVANT PHASE IICARMEL, INEDWARD ROSEDEVELOPMENTCARMEL LLC.PERMIT SET
No. AR12000062
STATE OF
MDXELA
ARS
H
T E C TCHI
AR
S TGI
R E E
DER
IANDIN A
A902BUSINESSCENTERFURNITURE PLANSCALE:
01 FURNITURE PLAN
BUSINESS CENTER
1/2" = 1'-0"
NOTE: FURNITURE LAYOUT TO BE
USED FOR REFERENCE ONLY.
FOCUS
F101
FOCUS
F102
FOCUS
F103
FOCUS
F104
COWORKING
CW101
CONF.
C101
LOUNGE
L101
CONF.
C102
TRUE
NORTH
10/11/21