A102B - SECOND FLOOR PLAN B.pdf

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29S

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30S 31S

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32S

TELECOM

ELEC.

UNIT C2

UNIT C1

UNIT A2 OPP

UNIT D8

STAIRS

2-7

UNIT A2 OPP

UNIT A2

ELEVATOR LOBBY

JANITOR

ELEC

CORRIDOR

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UNIT A2 OPP

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STAIRS

2-4

UNIT A1

LAUNDRY

TRASH

CORRIDOR

CORRIDOR

CORRIDOR

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2308LAUNDRY

STAIRS

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2B

P A

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2301 2302

2305 2306

23102307

VESTIBULE

2-

A311

SF23

SF2

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SF2

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SF1

SF19 SF19SF1

SF1A

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CW2 CW2 CW3

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CW1

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SF8SF8SF8SF8SF8SF8SF8

8' - 1 3/8"

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5'

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8' - 4 3/8"

/4

5'

5'

5'

5'

5'

5'

5'

5'

5'

5'

1' - 1"

3' - 4" 1' - 1 3/4"

11' - 0" 5' - 6" 11' - 0" 5' - 6" 6' - 10 3/4" 5' - 6 3/4"

42' - 1 1/2"

6'

/8

5.03

5.03

5.03

C1

C1

C1

C1

C1

C1

C1

B3

5'

0"

C1 D3

C1

C1

C1

C1

G1 C1

C1

A4

C1

C1 C1

C1 C1

C1

C1

D3

A4

C1

C1

C1

C1

C1 B3

A4

C1

C1

C1

C1 C1C1

C1

C1

C1

G1

SF4 SF4A

SF4 SF4A

2414A

TLT

2414A

C1

A4

A4

2'

3' - 3"

FE

FE

FE

FE

FE

A4

D2

C1

D2

D2

25' - 6 7/8"

D2

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1/ 4"

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B3

A210

A211

A2112

A2202 1

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C1

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D2

C1

C1

D2

D2

C1

C1

C1

C1

C1

C1

B3

D2 D2 D2

B3

C1

A4C1

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C1

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G1

C1

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G1

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A4

C1

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D2

C1 C1

C1C1

G1

C1 C1

A4

C1

C1

C1

C1

C1

D3

C1

7.12

7.12

G1 G1 G1

D3

D3

D3

D3

D3

D3D3

D3

D3 D3

D3 D3

D3

D3

D3

D3

D3

D3

D3

D3

D3

D3

D3

D3 D3

A4

D3

D3

D2

F2

D3 A4

D3

D3

D3

D3

D3

D3

D3

D3

D3

D3

D3

D3D3

D3

D3

D3

A4

18' - 4 3/8" 17' - 2 3/8" 18' - 0" 18' - 0" 18' - 0"

/8

/8

1/ 2"

/4

8'

/8

/2

/4

/8

/8

/4

/2

7' - 8 1/8" 16' - 8 7/8" 11' - 7 3/4" 11' - 6 3/4"

23' - 10 1/2" 16' - 4"

9' - 9 1/8" 7' - 8" 7' - 10 5/8"

7' - 2 3/4"

5'

7'

/4

20' - 6 1/2"

4' - 3 1/2"

/8

1/ 4"

7'

/8

8' - 9 1/8" 15' - 8 1/8" 11' - 2"

1/ 4"

1/ 8"

/8

/4

1/ 4"

1'

UP DN

EJ

EJEJ

A707

A707

UP

DN

UP

DN

A401

A401

A401

2000A

D3 G1

D3

D3

SEE 1/A419 FOR

TYPICAL ENLARGED

UNIT PLAN

SEE 1/A419 FOR

TYPICAL ENLARGED

UNIT PLAN

SEE 3/A419 FOR

TYPICAL ENLARGED

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TYPICAL ENLARGED

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TYPICAL ENLARGED

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SEE 3/A419 FOR

TYPICAL ENLARGED

UNIT PLAN

SEE 3/A419 FOR

TYPICAL ENLARGED

UNIT PLAN

SEE 1/A420 FOR

TYPICAL ENLARGED

UNIT PLAN

SEE 1/A421 FOR

TYPICAL ENLARGED

UNIT PLAN

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TYPICAL ENLARGED

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SEE 3/A422 FOR

TYPICAL ENLARGED

UNIT PLAN

SEE 3/A422 FOR

TYPICAL ENLARGED

UNIT PLAN

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TYPICAL ENLARGED

UNIT PLAN

SEE 1/A423 FOR

TYPICAL ENLARGED

UNIT PLAN

SEE 3/A423 FOR

TYPICAL ENLARGED

UNIT PLAN

SEE 1/A424 FOR

TYPICAL ENLARGED

UNIT PLAN SEE 1/A424 FOR

TYPICAL ENLARGED

UNIT PLAN

SEE 3/A424 FOR

TYPICAL ENLARGED

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SEE 3/A424 FOR

TYPICAL ENLARGED

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EJ

EJ

EJ

EJ

A707 EJ

EJ

FE

FE

7"

7"

7"

12' - 0"6' - 10 7/8"

D2

D3

A515

SIM,

OPP

A515

A504

A504

A427

CONSTRUCTION LEGEND

PARTITION EXISTING

TO REMAIN

FE BRACKET MOUNTED

FIRE EXTINGUISHER

PARTITION, SEE

SCHEDULE FOR TYPE

EXISTING

OPENING TO

REMAIN

FIRE EXTINGUISHER

CABINET (SEMI-

RECESSED

FE

318' SLAB HEIGHT ABOVE

SEE LEVEL

A1

WINDOW TAG

WALL TAG

SF

1.01 KEYNOTE

EJ

BUILDING EXPANSION JOINT

N

DATE:

DRAWN BY:

CHECKED BY:

PROJ. NO:

DRAWING NO:

DRAWING TITLE:

PROJECT NAME:

CLIENT:

418 BEAVER STREET

SEWICKLEY, PA 15143

PH: 412.287.7333

www.aeworks.com

PROFESSIONAL:

COPYRIGHT 2024 BY AE WORKS LTD ALL RIGHTS RESERVED.

SUBMISSION:

CONSTRUCTION BID

DOCUMENTS

AE WORKS®

A u to d e s k D o c s

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A102B

TW/AW

DC

AFRH-033

SECOND FLOOR PLAN B

AFRH SHERIDAN

RENOVATION

140 ROCK CREEK

CHURCH ROAD,

NORTHWEST,

WASHINGTON, DC

ARMED FORCES

RETIREMENT HOME -

WASHINGTON D.C.

11/13/241/8" = 1'-0"

SECOND FLOOR PLAN B

KEYNOTES

3.01 CAST IN PLACE CONCRETE STAIR WITH WALL MOUNTED HAND RAILING. SEE DETAILS

ON SHEET A401.

3.02 CAST IN PLACE CONCRETE SLAB, ALIGN WITH EXISTING. COORDINATE RECESS WITH

S-SERIES DWGS.

3.03 CAST IN PLACE CONCRETE RAMP. SEE DETAILS.

3.04 CAST IN PLACE CONCRETE INFILL OF EXISTING ATRIUM SPACE. SEE S-SERIES DWGS.

5.01 STRUCTURAL STEEL COLUMN. SEE S-SERIES DWGS.

5.02 8" DIA. BOLLARD - REFER TO DETAIL

5.03 METAL GUARD AND HANDRAIL SYSTEM, WELD TO EXISTING METAL STRINGERS. SEE

STAIR DETAILS.

5.04 METAL HAND RAIL (36" A.F.F.), WALL MOUNTED.

5.09 METAL UTILITY GAURDRAIL WITH 12" SEE STAIR DETAILS.

5.10 STRUCTURAL STEEL FRAMING ABOVE - REFER TO S-SERIES DWGS.

5.11 STEEL LADDER

7.11 ROOF WALKWAY PADS

7.12 STONE BALLAST BORDER

9.07 SAND, PRIME, PAINT, AND RECAULK.

11.01 VACUUM EQUIPMENT (BY OWNER)

11.02 FALL PROTECTION ANCHOR, TYPICAL

11.03 FALL PROTECTION ROOF ANCHOR POST CABLE SUPPORT, TYPICAL

11.04 FALL PROTECTION CABLE, TYPICAL

11.05 FALL PROTECTION ANCHOR, ANCHORED TO COLUMN

12.03 MOTORIZED WINDOW ROLLER SHADES (WRS-3), SEE FINISH LEGEND

12.04 FROSTED WINDOW FILM APPLIED TO INTERIOR WINDOW SURFACE, SEE FINISH

LEGEND

14.01 EXISTING ELEVATOR TO REMAIN

21.01 NEW STANDPIPE VALVE, REFER TO FP-SERIES DWGS.

22.01 LAUNDRY TUB SINK, REFER TO P-SERIES DWGS.

NO DATE REVISION

1 02/12/2025 BID ADDENDUM

GENERAL CONSTRUCTION NOTES

1. PARTITION TYPES: UNLESS OTHERWISE NOTED, NEW PARTITIONS SHALL BE TYPE A3.

AT EXISTING COLUMNS AND PERIMETER NEW PARTITIONS SHALL BE D3 UNLESS NOTED

OTHERWISE.

2. CONTRACTOR TO COORDINATE ALL BLOCKING FOR CASEWORK , ACCESSORIES, ETC.

3. PROVIDE ADEQUATE BACKUP AND BLOCKING FOR ALL WALL OR CEILING MOUNTED

EQUIPMENT, ARCHITECTURAL WOODWORK, HANDRAILS, LIGHTING, OR OTHER

MISCELLANEOUS ITEMS AS SHOWN ON DRAWINGS.

4. REFER TO REFLECTED CEILING PLANS FOR THE CEILING TYPE AND HEIGHT.

COORDINATE HEIGHTS OF GYPSUM BOARD WITH CEILING HEIGHT AND WITH PARTITION

DETAILS SHOWN HERE.

5. REFER TO FINISH SCHEDULE, INTERIOR ELEVATIONS, AND ARCHITECTURAL

CASEWORK DETAILS FOR WALL FINISHES AND WALL MOUNTED ACCESSORIES TO

COORDINATE BLOCKING REQUIREMENTS.

6. AT CERAMIC TILE, INSTALL CEMENTITIOUS BACKER BOARD. SHIM BACKER BOARD AS

REQUIRED TO RESULT IN A FLUSH TRANSITION TO NON-BACKER BOARD.

7. IN TOILET ROOMS, PROVIDE MOISTURE RESISTANT GYPSUM BOARD ON ALL WALLS.

8. PARTITION THICKNESS DIMENSIONS AS SHOWN ARE MINIMUM NOMINAL DIMENSIONS.

ACTUAL DIMENSIONS MAY DIFFER SLIGHTLY TO SUIT FIELD CONDITIONS.