B.08.03 Amendment 0003 Ft. Leavenworth_B46_Revised Drawings_CD101-AE110.pdf

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8"WL TP:892.94

4 1/2"STEEL PIPE TP:893.86

3/4" ELEC TP:896.89 WEST

3 1/2" COMM TP:895.84

3-4 WIRE BUNDLE TP:896.79

3/4" ELEC TP:895.79 EAST

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12" O.D. VCP SDL TP:892.69

FIELD VERIFY INV = +-891.80

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COULD NOT OPEN

SSMH TR:898.22 FL

NORTH 882.80 DRY FL

NORTH 878.56 FL OUT

SOUTH 878.52

SSMH TR:896.12 FL NORTH 878.11 FL

WEST 877.90 FL OUT EAST 877.81

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CP#411

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EL:895.15 I.P.

CP#413

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EL:897.84 60D

NAIL

US Army Corps of Engineers ®

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CD101

SCALE: 1" = 20'

0 20' 40' 60'10'

PLAN

NORTH

A1

DEMOLITION PLAN

GENERAL SHEET NOTES

1. REFER TO C-001 FOR ABBREVIATIONS.

2. EXISTING CONDITIONS ARE SCREENED.

3. SAWCUT EDGE OF ALL CONCRETE AND PAVEMENT REMOVAL.

4. FOUNDATION EXCAVATION AND DRAIN INSTALLATION WILL

REQUIRE UTILITY INTERRUPTION AND PROTECTION. THE

CONTRACTOR SHALL EXECUTE EACH NEED FOR THE SPECIFIC

UTILITY AS OUTLINED BELOW. THE SECONDARY SERVICE

FROM THE TRANSFORMER TO THE BUILDING SHALL BE

DEMOLISHED, REMOVED, AND REPLACED. THE SITE LIGHTING

CIRCUIT SHALL BE PROTECTED IN PLACE. COMMUNICATION

SHALL BE PROTECTED AT ALL TIMES. GAS LINES SHALL BE

DEMOLISHED, REMOVED, AND REPLACED OR PROTECTED IN

PLACE. WATER AND SANITARY SEWER LINES SHALL BE

PROTECTED IN PLACE.

5. REFER TO ELECTRICAL DRAWING EP601 AND COMMUNICATION

DRAWING ET101 FOR ELECTRICAL AND COMMUNICATION

IMPROVEMENTS.

SHEET KEYNOTES

1. DEMOLISH AND REMOVE SHED, CANOPY, COLUMNS,

FOOTINGS, CONCRETE SLAB, AND BASE MATERIAL

2. DEMOLISH AND REMOVE CONCRETE SIDEWALK AND BASE

MATERIAL

3. DEMOLISH AND REMOVE CONCRETE STAIRS, FOOTINGS,

RAILING, AND CROSS TIE WALL

4. DEMOLISH AND REMOVE CONCRETE ACCESSIBLE RAMP

SYSTEM AND FOOTING

5. DEMOLISH AND REMOVE CONCRETE STEPS, FOOTINGS,

LANDING, AND RAILING

6. SAW-CUT FULL DEPTH SIDEWALK AT CLOSEST JOINT

7. CONSTRUCTION LIMITS

8. CONTRACTOR STAGING AREA - WEST PARKING LOT

9. DEMOLISH AND REMOVE BASEMENT STAIRS

10. DEMOLISH AND REMOVE EXISTING UNDERGROUND

ROOFDRAIN SYSTEM AND DOWNSPOUT LEADERS

11. DEMOLISH AND REMOVE A/C UNITS AND CONCRETE PAD

12. DEMOLISH AND REMOVE CONCRETE STEPS

13. DEMOLISH AND REMOVE EXISTING STEEL STAIRCASE AND

CONCRETE FOOTINGS

14. REMOVE EXISTING STRIPING

15. DEMOLISH AND REMOVE CONCRETE WINDOW WELLS - RE:

ARCHITECTURE

16. DEMOLISH AND REMOVE PAVEMENT AND BASE

17. DEMOLISH AND REMOVE DRAIN LINE

18. DEMOLISH AND REMOVE CONCRETE RAMP

19. DEMOLISH AND REMOVE CONCRETE CURB AND GUTTER

20. DEMOLISH AND REMOVE GAS METER - RE: MECHANICAL

21. DEMOLISH AND REMOVE SANITARY SEWER CLEANOUTS

22. DEMOLISH AND REMOVE SANITARY SEWER PIPE

23. SAW-CUT EXISTING PAVEMENT

24. RELOCATE UNDERGROUND ELECTRICAL AS REQUIRED FOR

NEW STAIRS

25. RELOCATE UNDERGROUND GAS AS REQUIRED FOR NEW

STAIRS

CONCRETE AND BASE REMOVAL

CANOPY STRUCTURE REMOVAL

ASPHALT PAVEMENT REMOVAL

LINEAR ITEM DEMOLITION

CONSTRUCTION LIMITS

EXISTING SANITARY SEWER

EXISTING WATER LINE

EXISTING GAS LINE

EXISTING UNDERGROUND COMMUNICATIONS

EXISTING UNDERGROUND ELECTRICAL

EXISTING STORM DRAINAGE

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EXISTING UTILITY LEGEND

DEMOLITION LEGEND

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AutoCAD SHX Text Asphalt Drive

AutoCAD SHX Text Concrete

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CS101

SCALE: 1" = 20'

0 20' 40' 60'10'

PLAN

NORTH

A1

SITE PLAN

GENERAL SHEET NOTES

1. REFER TO C-001 FOR ABBREVIATIONS.

2. ALL SIDEWALKS SHALL BE COMPLIANT WITH FEDERAL ADA

AND ABA ACCESSIBILITY REQUIREMENTS.

3. EXISTING CONDITIONS ARE SCREENED.

4. THE CONTRACTOR SHALL FURNISH AND MAINTAIN ANY AND

ALL NECESSARY BARRICADES AROUND THE CONSTRUCTION

SITE.

5. PATIO SLAB AT BIKE RACK LOCATION SHALL BE A MINIMUM OF

SIX INCHES THICK.

SHEET KEYNOTES

1. CONCRETE SIDEWALK AND BASE - DETAIL F1/C-501

2. RE-STRIPE ACCESSIBLE CROSSWALK

3. PAINTED 4" WIDE WHITE PARKING SPACE STRIPING

4. CONCRETE LANDING - DETAILS / C-502

5. WOODEN CANOPY AND FOOTINGS - RE: ARCHITECTURE

6. STAIR AND RAMP SYSTEM - DETAIL ON SHEET C-502

7. BASEMENT STAIRWELL - RE: ARCHITECTURE

8. CONCRETE WHEEL STOP - DETAIL B4/C-501

9. CONCRETE STOOP / STEP - RE: ARCHITECTURE

10. CONCRETE PATIO - DETAIL F4/C-501

11. MECHANICAL UNIT - RE: MECHANICAL

12. HANDICAP PARKING SYMBOL AND STRIPING - DETAIL A1/C-501

13. HANDICAP PARKING SIGN AND POST - DETAIL A1/C-501

14. BITUMINOUS PAVEMENT - DETAIL F8/C-501

15. HANDICAP RAMP - KDOT RD725. TYPE 1

16. 24" CURB & GUTTER - KC METRO TYPE CG-1

17. UTILITY YARD FENCING AND GATE - RE: ARCHITECTURE

DETAILS - SHEET AE506

18. R5-1 'WRONG WAY' SIGN AND POST

19. BIKE RACKS (4) - RE: ARCHITECTURE

20. EGRESS STAIR SYSTEM - RE:ARCHITECTURE

21. CONCRETE CURB AND GUTTER WITH CURB TAPERS MATCH

EXISTING

CONCRETE PAVEMENT

SITE LEGEND

T B

D

T B

D

TYP.

12 TYP.

TYP.

TYP.

BITUMINOUS PAVEMENT

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FENCE

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UP

A2

AD202

C1

AD201

A1

AD201

A5

AD202

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7 7

5' -0

5' -0

1 1 1

4 4

4 51255512

1855545

1616 1616

'-1

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6'

-1 0"

8'-6" 1'-6" 5'-0"+/-

3' -0

DEMOLITION LEGEND

REMOVE EXISTING WALL CONSTRUCTION IN ITS ENTIRETY FROM

FLOOR TO STRUCTURE ABOVE INCLUDING DOORS, DOOR FRAMES,

VISION PANELS, BASE, ASSOCIATED ELEC./ MECH. WORK ETC.

(EXTENT SHOWN BY BROKEN LINES). PATCH EXISTING ADJACENT

AREAS AS REQUIRED THAT HAVE BEEN DISTURBED BY

DEMOLITION AND PREPARE SURFACES TO RECEIVE NEW

FINISHES.

REMOVE EXISTING DOOR OR VISION PANEL, GLAZING AND

HOLLOW METAL FRAME ASSEMBLY. CLOSE EXISTING OPENING

WITH METAL STUDS AT 16" O.C. WITH GYPSUM BOARD EACH SIDE.

(REFER TO FLOOR PLAN FOR PARTITION TYPES). ALIGN NEW

WORK FLUSH WITH EXISTING ADJACENT PARTITION. MATCH

EXISTING WALL THICKNESS AND PREPARE SURFACE AS

REQUIRED TO RECEIVE NEW SCHEDULED FINISH.

PROVIDE OPENING IN EXISTING PARTITION AS REQUIRED TO

RECEIVE NEW DOOR FRAME OR VISION PANEL OF THE TYPE AND

STYLE INDICATED ON THE DOOR SCHEDULE. PATCH AND

PREPARE ADJACENT SURFACES AS REQUIRED TO RECEIVE NEW

SCHEDULED FINISH.

REMOVE EXISTING CASEWORK, COUNTERS, SHELVING,

EQUIPMENT, SUPPORTS, AND INTERSECTING WALLS. PATCH

EXISTING WALL AND FLOOR AREAS DISTURBED BY DEMOLITION

AND PREPARE SURFACES AS REQUIRED TO RECEIVE NEW

SCHEDULED FINISHES.

CONTRACTOR TO REMOVE EXISTING PLUMBING FIXTURES

SHOWN DASHED AND PIPING BACK TO THE POINT OF ENTRY INTO

THE BUILDING,AND SHALL BE RESPONSIBLE FOR PATCHING AND

REPAIRING AREAS WHERE AFFECTED BY THEIR REMOVAL. ANY

FLOOR PENETRATIONS DUE TO THE REMOVAL OF PIPING ARE TO

BE FILLED WITH AN UL APPROVED MATERIAL TO MATCH EXISTING

CONSTRUCTION TYPE (UNLESS NOTED OTHERWISE).

US Army Corps of Engineers ®

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D B

Y

S U

B M

IT

T

E D

B Y

IZ

E

C H

E C

K E

D B

S I D

IS

S

U E

D A

T E

C O

N T

R A

C T

N O

S O

L

IC

IT

A

T

IO

N N

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2 3 4 5 6 7 8 9 10

F

E

D

C

B

A

D A

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M A

R K

D E

S C

R

IP

T

IO

N

AD102

F

IR

S T

F L O

O R

D E

M O

L

IT

IO

N

P L A

N

M

C C

L E

L L A

N A

V E

F O

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A V

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W O

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H K

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K A

N S

A S

C

IT

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R C

T

E

T

H S

T K

A N

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S C

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M

O

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K E

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RTA SUBMITTAL – FOR CONSTRUCTION

R E

N O

V A

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IO

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IG

N

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B U

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D

IN

G

GENERAL SHEET NOTES:

1. CONTRACTOR TO PROTECT ALL HISTORIC ELEMENTS AS

IDENTIFIED IN THESE DOCUMENTS DURING CONSTRUCTION.

COORDINATE W/ COR

2. CONTRACTOR TO REMOVE ALL EXISTING FLOOR COVERINGS.

ANTICIPATE +/- 5% SUBFLOOR REPLACEMENT.

FOR BIDDING PURPOSES

3. CONTRACTOR TO REMOVE ALL EXISTING WALL TILE IN

BATHROOMS PREPARE FOR NEW FINISHES

4. RE: MEP, STRUCTURAL, & CIVIL DRAWINGS FOR DISCIPLINE

SPECIFIC INFORMATION

5. THIS BUILDING, BUILT IN 1882 AS A MEN'S BARRACKS, IS

LISTED AS CONTRIBUTING TO THE SIGNIFICANCE OF THE FORT

LEAVENWORTH NATIONAL HISTORIC LANDMARK DISTRICT

(NHLD). ANY WORK UNDERTAKEN BY THIS PROJECT WILL

COMPLY WITH THE SECRETARY OF THE INTERIORS

STANDARDS FOR THE TREATMENT OF HISTORIC PROPERTIES

AND SHALL BE SUBMITTED TO THE FTL CULTURAL RESOURCES

MANAGER

10 EXISTING SHED STRUCTURE , CONCRETE SLAB AND FOOTINGS

TO BE REMOVED RE: CIVIL

11 EXISTING CONCRETE SLAB AND CANOPY ABOVE TO BE

REMOVED RE: CIVIL

12 EXISTING DOOR OPENING ENCLOSURE TO BE REMOVED.

PREPARE OPENING FOR NEW WINDOW

13 EXPOSE THE EXISTING MASONRY ON THE INTERIOR TO THE

EXTENT THAT THE WALL COMPONENTS ARE STRUCTURALLY

STABLE. COORDINATE WITH THE COR PRIOR TO STARTING

THIS WORK IN THIS AREA. CONTRACTOR TO REPOINT

MASONRY AND PREPARE MASONRY FOR SEALING

14 EXPOSE EXISTING COLUMN. REMOVE EXISTING METAL STUDS

AROUND THE COLUMN. IF DURING THE REMOVAL PROCESS,

THE CONTRACTOR NOTICES SAGGING OR CRACKING IN THE

BEAM ABOVE THE COLUMN, THE CONTRACTOR SHALL

CONTACT STRUCTURAL ENGINEER BEFORE PROCEEDING

FURTHER.

15 REMOVE EXISTING RAMP & RAIL

16 EXISTING CEILING TO BE REMOVED. PROTECT PLASTER AND

MOLDING ABOVE. REPAIR DAMAGE AS REQUIRED.

17 REMOVE EXISTING CHIMNEY. CONTRACTOR RESPONSIBLE

FOR SHORING OF EXISTING FLOORS AS REQUIRED

18 EXISTING STORM DOOR TO BE REMOVED.

HISTORIC DOOR TO REMAIN AND TO BE PROTECTED

DURING CONSTRUCTION

19 REMOVE EXISTING CAST IRON THRESHOLD

20 EXISTING EXTERIOR PHONE BOX, REMOVE AND

RELOCATE

21 REMOVE EXISTING DRYWALL TO FURR INTO NEW WALLS

22 EXISTING EGRESS STAIRS TO BE REMOVED

0' 2' 4' 8' 16'

PLAN NORTH

1/8" = 1'-0" A1

FIRST FLOOR DEMOLITION PLAN

SHEET KEYNOTES:

1 REMOVE ALL EXISTING EXTERIOR WALL FURRING AND

UNSOUND PLASTER FROM MASONRY WALL. EXISTING

PLASTER WORK AND MOLDINGS AROUND THE WINDOW

OPENINGS ARE TO REMAIN.

2 REMOVE EXISTING STAIRS, BETWEEN FIRST AND SECOND

FLOOR. PREPARE OPENING FOR NEW STAIR CONFIGURATION.

3 REMOVE ALL EXISTING PLUMBING FIXTURES

4 REMOVE EXISTING DOOR AND INFILL PANEL, PREPARE

OPENING FOR NEW DOOR

5 REMOVE EXISTING WINDOW, PREPARE OPENING FOR NEW

WINDOW. RETAIN HISTORIC WOOD SILLS AND APRONS

6 PORTION OF EXISTING WOOD FLOOR TO BE REMOVED TO

ACCOMMODATE NEW ELEVATOR SHAFT. COORDINATE

OPENING DIMENSIONS W/ THE SELECTED ELEVATOR

RE: STRUCTURAL FOR OPENING FRAMING

7 REMOVE PORTION OF EXISTING WALL AS SHOWN, SHORE AS

REQUIRED RE: STRUCTURAL FOR SUPPORT DETAILS

8 EXISTING BASEMENT ACCESS COVERED STRUCTURE TO

BE REMOVED IN ITS ENTIRETY IN PREPARATION FOR NEW

DIRECT ACCESS HORIZONTAL METAL BASEMENT DOORS.

EXISTING STAIRS AND FOUNDATION WALLS TO REMAIN.

9 EXISTING SIDEWALK / STAIRS TO BE REMOVED,

PROTECT THE HISTORIC STONE BASE DURING DEMOLITION

OF THE SIDEWALK. RE: CIVIL

A

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A2

AD202

C1

AD201

A1

AD201

A5

AD202

11 1 1

514145514555514551455

5 5 14 5 5 14 5 5 5 5 14 5 5 14 5 5

6'-0"

10 10

3' -6

/2

2'-10"

'-1

0" 6'

-1 0"

3' -0

8'-4" 1'-8" ±5'-4"

DEMOLITION LEGEND

REMOVE EXISTING WALL CONSTRUCTION IN ITS ENTIRETY FROM

FLOOR TO STRUCTURE ABOVE INCLUDING DOORS, DOOR FRAMES,

VISION PANELS, BASE, ASSOCIATED ELEC./ MECH. WORK ETC.

(EXTENT SHOWN BY BROKEN LINES). PATCH EXISTING ADJACENT

AREAS AS REQUIRED THAT HAVE BEEN DISTURBED BY

DEMOLITION AND PREPARE SURFACES TO RECEIVE NEW

FINISHES.

REMOVE EXISTING DOOR OR VISION PANEL, GLAZING AND

HOLLOW METAL FRAME ASSEMBLY. CLOSE EXISTING OPENING

WITH METAL STUDS AT 16" O.C. WITH GYPSUM BOARD EACH SIDE.

(REFER TO FLOOR PLAN FOR PARTITION TYPES). ALIGN NEW

WORK FLUSH WITH EXISTING ADJACENT PARTITION. MATCH

EXISTING WALL THICKNESS AND PREPARE SURFACE AS

REQUIRED TO RECEIVE NEW SCHEDULED FINISH.

PROVIDE OPENING IN EXISTING PARTITION AS REQUIRED TO

RECEIVE NEW DOOR FRAME OR VISION PANEL OF THE TYPE AND

STYLE INDICATED ON THE DOOR SCHEDULE. PATCH AND

PREPARE ADJACENT SURFACES AS REQUIRED TO RECEIVE NEW

SCHEDULED FINISH.

REMOVE EXISTING CASEWORK, COUNTERS, SHELVING,

EQUIPMENT, SUPPORTS, AND INTERSECTING WALLS. PATCH

EXISTING WALL AND FLOOR AREAS DISTURBED BY DEMOLITION

AND PREPARE SURFACES AS REQUIRED TO RECEIVE NEW

SCHEDULED FINISHES.

CONTRACTOR TO REMOVE EXISTING PLUMBING FIXTURES

SHOWN DASHED AND PIPING BACK TO THE POINT OF ENTRY INTO

THE BUILDING,AND SHALL BE RESPONSIBLE FOR PATCHING AND

REPAIRING AREAS WHERE AFFECTED BY THEIR REMOVAL. ANY

FLOOR PENETRATIONS DUE TO THE REMOVAL OF PIPING ARE TO

BE FILLED WITH AN UL APPROVED MATERIAL TO MATCH EXISTING

CONSTRUCTION TYPE (UNLESS NOTED OTHERWISE).

US Army Corps of Engineers ®

SHEET ID

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2 3 4 5 6 7 8 9 10

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AD103

S E

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F L O

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M O

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P L

A N

M

C C

L E

L L A

N A

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F O

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A V

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H K

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A S

C

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E

T

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A N

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M

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O M

S I

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K E

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RTA SUBMITTAL – FOR CONSTRUCTION

R E

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V A

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IG

N

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B U

IL

D

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G

GENERAL SHEET NOTES:

0' 2' 4' 8' 16'

PLAN NORTH

1/8" = 1'-0" A2

SECOND FLOOR DEMOLITION PLAN

SHEET KEYNOTES:

1 REMOVE ALL EXISTING EXTERIOR WALL FURRING AND

UNSOUND PLASTER FROM MASONRY WALL. EXISTING

PLASTER WORK AND MOLDINGS AROUND THE WINDOW

OPENINGS ARE TO REMAIN.

2 REMOVE EXISTING STAIRS FROM FIRST TO SECOND FLOOR,

PREPARE OPENING FOR NEW STAIR CONFIGURATION.

RE: STRUCTURAL

3 REMOVE ALL EXISTING PLUMBING FIXTURES.

RE: PLUMBING

4 REMOVE EXISTING DOOR, PREPARE OPENING FOR NEW DOOR

5 REMOVE EXISTING WINDOW, PREPARE OPENING FOR NEW

WINDOW. RETAIN HISTORIC WOOD SILLS AND APRONS

PROTECT ARCHED PLASTER AND CURVED OR RADIUSED

JAMBS.

6 PORTION OF EXISTING WOOD FLOOR TO BE REMOVED TO

ACCOMMODATE NEW ELEVATOR SHAFT. COORDINATE

OPENING DIMENSIONS W/ THE SELECTED ELEVATOR

RE: STRUCTURAL FOR OPENING FRAMING

7 REMOVE PORTION OF EXISTING WALL AS SHOWN, SHORE AS

REQUIRED RE: STRUCTURAL FOR SUPPORT DETAILS

8 REMOVE EXISTING WALL TO THE EXTENT SHOWN

9 EXPOSE THE EXISTING MASONRY ON THE INTERIOR TO THE

EXTENT THAT THE WALL COMPONENTS ARE STRUCTURALLY

STABLE. COORDINATE WITH THE COR PRIOR TO STARTING

THIS WORK IN THIS AREA. CONTRACTOR TO REPOINT

MASONRY AND PREPARE MASONRY FOR SEALING

10 EXISTING ACOUSTICAL CEILING TO BE REMOVED

11 EXISTING FLOOR COVERINGS TO BE REMOVED

12 REMOVE EXISTING CHIMNEY. CONTRACTOR RESPONSIBLE

FOR SHORING OF EXISTING FLOORS AS REQUIRED

13 EXISTING METAL FIRE ESCAPE STAIRS TO

BE REMOVED. PATCH AND REPAIR WALL AT

LOCATIONS OF REMOVED METAL SUPPORTS

14 REMOVE WINDOW AND PANELS AT EXISTING DOOR

LOCATIONS. PROTECT EXISTING SQUARE HEADER AND JAMBS

1. CONTRACTOR TO PROTECT ALL HISTORIC ELEMENTS AS

IDENTIFIED IN THESE DOCUMENTS DURING CONSTRUCTION.

COORDINATE W/ COR

2. CONTRACTOR TO REMOVE ALL EXISTING FLOOR

COVERINGS. ANTICIPATE +/- 5% SUBFLOOR REPLACEMENT.

FOR BIDDING PURPOSES

3. RE: MEP , CIVIL AND STRUCTURAL DRAWINGS FOR DISCIPLINE

SPECIFIC INFORMATION

4. THIS BUILDING, BUILT IN 1882 AS A MEN'S BARRACKS, IS

LISTED AS CONTRIBUTING TO THE SIGNIFICANCE OF THE FORT

LEAVENWORTH NATIONAL HISTORIC LANDMARK DISTRICT

(NHLD). ANY WORK UNDERTAKEN BY THIS PROJECT WILL

COMPLY WITH THE SECRETARY OF THE INTERIORS

STANDARDS FOR THE TREATMENT OF HISTORIC PROPERTIES

AND SHALL BE SUBMITTED TO THE FTL CULTURAL

RESOURCES MANAGER

A

M E

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S P

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ID

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A U

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E7

AE201

A2

AE201

C2

AE201

145'-0"+/-

5' -6

'-7

MEN

BREAK

WOMEN

CORRIDOR

LOBBY

210B

207B

5A

6A

CORRIDOR

A C A A C D D C A A C C A

A

A A

A

3A

1A

2A

210A

O5

O4

OPEN

OFFICE

S6 OPEN

OFFICE

STORAGE

D D

AACAACDDD DCAACAA

'-3

B1

A2

A2

B2

A3

A3

207A

A2

E7

AE301

AE405

A1

AE402

A8

A

A2

A1

A1

B1

B1

1 1

NURSING

MOTHERS'

ROOM

9A

E4

AE501

AE501

A1

TYP

A2

A2

AE405

E1

20'-10"10'-9" 11'-8" 9'-1" 9'-10" 11'-9"

LR

4' -7

/4

'-7

6'

-7

6'-11"3' -1

0"

A2

AE301

4'-3"

3'-8"

'-0

'-0

4' -7

'-1 0"

3'-8"

4'-3"

C1

AE402

C

LR

6' -1

0"

CLR

8'-6"

3' -0

CONTROL

ROOM

3A

1A

1'-6"

A2

TYP

±6" ±1'-4"

US Army Corps of Engineers ®

SHEET ID

U S

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M Y

C O

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2 3 4 5 6 7 8 9 10

F

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D

C

B

A

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AE103

S E

C O

N D

F L

O O

R P

L A

N

M

C C

L E

L L A

N A

V E

F O

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K E

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RTA SUBMITTAL – FOR CONSTRUCTION

R E

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1/8" = 1'-0" A2

SECOND FLOOR PLAN

0' 2' 4' 8' 16'

PLAN NORTH

SHEET KEYNOTES:

1 PROVIDE NEW HEADER/ REINFORCE EXISTING

WALL AT NEW OPENING RE: STRUCTURAL.

PATCH AND REPAIR TO MATCH EXISTING

ADJACENT CONSTRUCTION

2 WOOD STAIRCASE TO FIRST FLOOR

3 INFILL LOCATION TO MATCH ADJACENT

CONSTRUCTION

4 NEW METAL FIRE ESCAPE STAIRS,

RE: STRUCTURAL

5 LOCATION OF LOCKABLE METAL INSPECTION

PANEL CABINET

6 MECHANICAL CHASE

7 ELEVATOR SHAFT

8 EXISTING ATTIC STAIR TO REMAIN. PROTECT

HISTORIC POSTS DURING CONSTRUCTION

9 REPLACE ALL DAMAGED WINDOW SILLS.

PATCH AND REPAIR TO MATCH ADJACENT

SURFACES. ASSUME 50% OF EXISTING WINDOW

SILLS TO BE DAMAGED FOR BIDDING PURPOSES

10 HOISTWAY PIT ENTRAPMENT PROTECTION AREA

20"x36" MIN.

GENERAL SHEET NOTES:

1. CONTRACTOR TO PROTECT ALL HISTORIC

ELEMENTS AS IDENTIFIED IN THESE DOCUMENTS

DURING CONSTRUCTION. COORDINATE W/ COR

2. RE: MEP, STRUCTURAL AND CIVIL DRAWINGS

FOR DISCIPLINE SPECIFIC INFORMATION

3. FIELD VERIFY ALL EXISTING DIMENSIONS

A

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DDDDD D

D D D D D D

B M

S

B M

S

S

CS

C

GYPSUM BOARD CEILING

RECESSED DOWN LIGHT RE: ELEC.

EXIT SIGN, RE: ELECTRICAL

REFLECTED CEILING PLAN LEGEND

24" X 24" ACT

24" x 24" TROFFER LIGHT FIXTURE

24" x 24" RETURN GRILL

24" x 24" SUPPLY DIFFUSER

24" x 24" EMERGENCY TROFFER LIGHT FIXTURE

PENDANT MOUNTED LIGHT FIXTURE RE: ELEC.

EMERGENCY PENDANT MOUNTED LIGHT

FIXTURE RE: ELEC.

O OCCUPANCY SENSOR

E7

AE201

A2

AE201

LOBBY

VESTIBULE

CORRIDOR

MEN

COMM

ARMY

OPEN

OFFICE

CORRIDOR

UNISEX

RESTROOM/

SHOWER

JANITOR

BREAK

ROOM

SECTION

SUPER

CIO

DEPUTY

CIO

SECTION

SUPER

TEAM

ROOM

CORRIDOR

TEAM

ROOM

O5

COMMANDER

DEPUTY

IMAGE

ROOM

COMMANDER

ADMIN

CORRIDOR

6 666

6 6 6 6

E7

AE201

A2

AE201

BREAK

WOMEN

MEN

CORRIDOR

LOBBY

CORRIDOR

STORAGE

S6 OPEN

OFFICE

O5

O4

OPEN

OFFICE

33 33

64666

6 6

54 5

NURSING

MOTHERS'

ROOM

101010 101010

WOOD QUARTER ROUND TRIM

EXISTING WOOD BEAM

PLASTER ON WOOD LATHE

REPAIR EXISTING EXPOSED PLASTER CEILING

RE: SPEC SECTION 09 03 20

(2) 1x WOOD TRIM

7"

9"

WOOD JOIST BEYOND

WOOD QUARTER ROUND TRIM

1x WOOD TRIM

REPAIR ALL EXISTING WOOD TRIMS

IN ACCORDANCE WITH SPEC SECTION 06 40 24

US Army Corps of Engineers ®

SHEET ID

U S

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C O

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2 3 4 5 6 7 8 9 10

F

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AE110

R E

F L

E C

T E

D C

E

IL

IN

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P L

A N

S

M

C C

L E

L L A

N A

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F O

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A V

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A N

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R E

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D

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0' 2' 4' 8' 16'

PLAN NORTH

1/8" = 1'-0" A2

FIRST FLOOR REFLECTED

CEILING PLAN

SHEET KEYNOTES

GENERAL SHEET NOTES

1. CONTRACTOR TO PROTECT ALL HISTORIC

ELEMENTS AS IDENTIFIED IN THESE DOCUMENTS

DURING CONSTRUCTION. COORDINATE W/ COR

2. CEILING HEIGHTS ARE AS DEFINED ON THE

ROOM FINISH SCHEDULE

3. ALL TEAM ROOMS TO RECIEVE INSULATION

ABOVE THE ACOUSTIC CEILING TILE. STC-50

4. RE: MEP, STRUCTURAL, AND CIVIL DRAWINGS

FOR DISCIPLINE SPECIFIC INFORMATION

5 ALL REPAIRS TO THE HISTORIC WOOD ITEMS

IDENTIFIED IN THE DRAWINGS SHALL BE IN

ACCORDANCE WITH SPEC SECTION 06 40 24

9 ALL REPAIRS TO THE HISTORIC PLASTER ITEMS

IDENTIFIED IN THE DRAWINGS SHALL BE IN

ACCORDANCE WITH SPEC SECTION 09 03 20

1 REPAIR EXISTING PLASTER CEILING TO REMAIN

EXPOSED RE: 09 03 20. TO BE PAINTED.

COLOR: RE: ROOM FINISH SCHEDULE.

ASSUME 30% OF EXISTING PLASTER CEILING TO

REQUIRE REPAIRS FOR BIDDING PURPOSES

2 NEW HEADER AT BRICK WALL OPENING,

BOT. AT 10'-4" AFF @ FIRST FLOOR

BOT. AT 12'-0" AFF @ SECOND FLOOR

RE: D2/AE502

3 EXISTING PLASTER FUR-DOWN WITH APPLIED

CROWN MOLDING TO REMAIN AND TO BE

PAINTED. COLOR RE: ROOM FINISH SCHEDULE

4 PAINT EXISTING SOFFITS

5 PREFINISHED METAL GUTTER - HALF ROUND

6 PREFIINISHED METAL DOWNSPOUT

7 LOCKABLE CEILING ACCESS PANEL WITH

PLASTER BEAD FLANGE. PAINTED TO MATCH

ADJACENT GYP. BD. CEILING. RE: C2/AE502

8 MECHANICAL CHASE

9 EXPOSED TO WOOD STRUCTURE ABOVE. TO BE

PAINTED. COLOR: RE: ROOM FINISH SCHEDULE

10 BOXED WOOD BEAMS LOCATION RE: G6/AE110

1/8" = 1'-0" D2

SECOND FLOOR REFLECTED

CEILING PLAN

PLAN NORTH

0' 2' 4' 8' 16'

1 1/2" = 1'-0" G6

EXISTING BOXED BEAM DETAIL

0' 1' 2'3" 6"

A

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