KC46_-_OPS_TFI_-_Plans_-_Amendment_0004.pdf

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HEIGHT OF 42 " AFF

Conc. Sidewalk L a n d s c a p e

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G r a s s

Conc. Sidewalk

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Finished Floor

Elev.=114.59'

Roof Peak

Elev.=143.45'

Finished Floor

Elev.=113.91'

Grate=113.21' a Inv.=111.86' b Inv.=110.96' c Inv.=111.06' d Inv.=110.56'

Grate=113.24' a Inv.=109.94' b Inv.=111.59' c Inv.=109.09'

Roof Peak

Elev.=143.65'

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Grate=113.50' a Inv.=108.72' b Inv.=108.67'

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Fireman's

I.D. Post

Building #

Bike

Rack

Conc. Sidewalk

Finished Floor

Elev.=114.54'

Column

Column

D.C.

U U

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Conc. Curb

Grate=113.29' a Inv.=108.14' access road

Sanitary

Cleanout a b d

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BM

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Building #

15'

6 3

17.5'15'15'15'7.32' 19'

108.39'

4.58'

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SLOPE

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TYP

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Deciduous Tree

Pine Tree

Spot Elevation

Single Post Sign

Double Post Sign

Protective Post

112.5

Sidewalk Light

Street Light

Sewer Manhole

S

Drainage Manhole D

CB

Drainage Catch Basin (Circular)

Drainage Catch Basin (Rectangle)

Drainage Catch Basin (Square)

Drain

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Clean Out

Traverse Control Point

BM

Benchmark

Unknown Manhole

Electric Manhole

E

Telephone/Communication ManholeT

Water Manhole W

Fire Hydrant

W

Water Valve

Stand Pipe (Double)

Gas Marker

F.E.S.

D.C.

E.O.P.

Edge Of Pavement

Depressed Curb

Flared End Section

Minor Contour Line

Major Contour Line

Pipe Unknown Connection

Head Wall

Gas Meter

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10' 20'0

A. LOCATIONS OF STRUCTURES AND UNDERGROUND UTILITIES AS INDICATED HAVE

BEEN OBTAINED FROM FIELD SURVEYS. UNDERGROUND STRUCTURES AND

UTILITIES MAY BE PRESENT WHICH ARE NOT DOCUMENTED OR LOCATED.

B. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO FIELD-VERIFY EXISTING

STRUCTURES, UTILITIES, AND SURVEY INFORMATION, AND TO TAKE NECESSARY

PRECAUTIONS DURING DEMOLITION AND CONSTRUCTION. THE CONTRACTOR SHALL

FIELD CHECK ALL EXISTING CONDITIONS AND BE THOROUGHLY FAMILIAR WITH THE

SITE BEFORE ANY WORK COMMENCES. ANY DISCREPANCIES IN THE DRAWINGS

SHALL BE IMMEDIATELY REPORTED TO THE CONTRACTING OFFICER BEFORE ANY

FURTHER WORK COMMENCES. IN THE EVENT AN UNEXPECTED UTILITY OR

STRUCTURE IS ENCOUNTERED, THE CONTRACTOR SHALL IMMEDIATELY NOTIFY THE

CONTRACTING OFFICER.

C. PROTECT IN PLACE ALL EXISTING UNDERGROUND UTILITIES, UNLESS NOTED

OTHERWISE.

D. THE CONTRACTOR IS RESPONSIBLE FOR PROTECTING ITEMS NOT TO BE DAMAGED

DURING DEMOLITION AND CONSTRUCTION. THE CONTRACTOR SHALL REPAIR OR

REPLACE DAMAGED OR DISTURBED ITEMS TO THE SATISFACTION OF THE

CONTRACTING OFFICER AT NO EXPENSE TO THE GOVERNMENT.

E. PROVIDE WATER TIGHT SEAL BETWEEN CANOPY AND EXISTING VESTIBULE AT

BUILDING 1730.

F. HIGH SIDE OF CANOPY SHALL BE LIMITED TO 10 FEET 6 INCHES. THIS IS TO AVOID

CONFLICTS WITH THE EXISTING BUILDING ROOF OVERHANG.

G. OVERALL CANOPY AREA IS APPROXIMATELY 2730 SQUARE FEET.

H. TOTAL AREA OF IMPERVIOUS SURFACE ADDED TO THE SITE IS APPROXIMATELY 845

SQUARE FEET.

I. EXISTING ROOF GUTTERS, DOWNSPOUTS, AND DRAINS SHALL REMAIN IN PLACE.

NEW CANOPY SHALL NOT INTERFERE WITH THE EXISTING ROOF DRAINAGE.

J. FOR SPECIFICATION INFORMATION ON CANOPY, REFER TO SPECIFICATION 10 73 26,

WALKWAY COVERS.

K. FOR ARCHITECTURAL FLOOR PLAN, ENLARGED PLAN, AND SECTION OF THIS

CANOPY, SEE DRAWING 1730-A-160.

L. FOR ARCHITECTURAL ELEVATIONS OF THIS CANOPY, SEE DRAWING 1730-A-260.

M. REMOVE PERVIOUS CONCRETE PAVEMENT WHERE REQUIRED TO INSTALL CANOPY

FOUNDATIONS. WHERE PERVIOUS PAVEMENT IS DISTURBED, MATCH EXISTING

MATERIALS, DEPTH, FILTER FABRICS, AND DRAINAGE PIPING. DURING

CONSTRUCTION, PROTECT PERVIOUS CONCRETE PAVEMENT SURFACE FROM

SEDIMENT INTRUSION AND DO NOT PLACE OR STORE ANY SOIL OR EXCAVATED

MATERIAL ON PAVEMENT. CLEAN PERVIOUS SURFACE WITH PRESSURE WASHER AS

NECESSARY DURING CONSTRUCTION AND AT COMPLETION TO MAINTAIN A

CLOG-FREE PAVEMENT.

GENERAL SHEET NOTES

SHEET KEYNOTES

1. CANOPY BETWEEN BUILDING 1730 AND BUILDING 1758, CENTERED

ON SIDEWALKS. ROOF SLOPES AS SHOWN (1/4" PER FOOT).

2. CONCRETE FOOTING FOR CANOPY SUPPORT COLUMNS.

3. STEEL SUPPORT COLUMNS, 30 TOTAL LOCATIONS.

4. BUILT-IN ROOF GUTTER, ALONG LOW SIDE OF CANOPY.

5. DOWNSPOUT, TYPICAL 6 LOCATIONS.

6. SPLASHBLOCK, TYPICAL AT ALL DOWNSPOUTS.

7. EXISTING CONCRETE SIDEWALK (PROTECT IN PLACE), TYP.

8. EXISTING CANOPY OR VESTIBULE (PROTECT IN PLACE), TYP.

9. EXISTING BRICK WALL ON EXISTING VESTIBULE (BLDG 1730)

(PROTECT IN PLACE). SEE NOTE E.

10. EXISTING COLUMNS ON EXISTING CANOPY (BLDG 1758) (PROTECT

IN PLACE).

11. EXISTING UNDERGROUND WATER LINE (PROTECT IN PLACE), TYP.

12. EXISTING UNDERGROUND STORM DRAIN AND INLETS (PROTECT IN

PLACE), TYP.

13. EXISTING LIGHT BOLLARDS, REMOVE, SALVAGE, AND REINSTALL.

LOCATE LIGHT BOLLARDS TO COMPLIMENT THE CANOPY COLUMN

SPACING.

14. EXISTING UNDERGROUND ELECTRICAL CABLES, REMOVE AND

REINSTALL TO ACCOMMODATE NEW CANOPY COLUMN AND LIGHT

BOLLARD LOCATIONS.

15. LOCATION WHERE EXISTING ROOF EAVE AND/OR EXISTING CANOPY

EAVE OVERHANGS LIMITS OF NEW CANOPY.

16. EXISTING ASPHALT PAVEMENT, PROTECT IN PLACE. REPAIR AREAS

DISTURBED DURING CONSTRUCTION.

17. EXTERIOR FACE OF EXISTING BUILDING AS SURVEYED.

18. EXISTING SANITARY SEWER LINE (PROTECT IN PLACE).

19. EXISTING GRASS. PROTECT IN PLACE AND/OR RESOD AREAS

DISTURBED DURING CONSTRUCTION.

20. ROOF OVERHANG FOR BUILDING 1758.

21. EXISTING PERVIOUS CONCRETE PAVEMENT, SEE GENERAL SHEET

NOTE M.

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DD FORM 1391 LIMITATION SQ. METERS SQ. FEET

BUILDING 1730 CANOPY 291 3,132

AS DESIGNED - CANOPY SQ. METERS SQ. FEET

BUILDING 1730 CANOPY 254 2,730

119 121 122

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SHEET KEYNOTES

INSTALLATION.

REMOVE PARTITION SUFFICIENTLY TO ACCESS FOR PLUMBING 21.

ATTACHED THERETO.

REMOVE BASE AND WALL CABINETS, SINK AND ALL APPLIANCES 20.

REMOVE EXISTING CASED OPENING.19.

EXISTING FLOOR STRUCTURE. REMOVE FLOORING.18.

REMOVE RAILING.17.

STUD WALL.

REMOVE ONE (1) LAYER GWB FROM SECURE SIDE OF METAL 16.

NOT USED.15.

NOT USED.14.

NOT USED. 13.

NOT USED.12.

REMOVE DOOR FRAME AND HARDWARE.11.

REMOVE MODULAR WALLS.10.

REMOVE MTL. STUD & GWB PARTITION.9.

REMOVE BASE FROM WALLS TO REMAIN.8.

REMOVE PLUMBING. SEE PLUMBING DRAWINGS.7.

REMOVE TOILET ACCESSORIES.6.

REMOVE STAIRS. SEE STRUCTURAL.5.

REMOVE FLOORING.4.

REMOVE CARPET.3.

REMOVE CEILING.2.

REMOVE ALUM & GLASS WINDOWS.1.

NOT ALL KEYNOTES ARE APPLICABLE TO ALL SHEETS. H.

REMOVE ALL REMAINING FURNISHINGS FROM AREA B.G.

DWGS FOR ADDITIONAL DEMOLITION WORK.

SEE MECHANICAL, ELECTRICAL STRUCTURAL AND TELECOM F.

ENGINEERING DRAWINGS.

SALVAGE DATA AND TELEPHONE DEVICES AS INDICATED ON E.

ARE PART OF SYSTEMS TO REMAIN.

SALVAGE AND REINSTALL CEILING MOUNTED DEVICES THAT D.

DEMOLITION.

PATCH AND REPAIR BUILDING ELEMENTS TO REMAIN AFTER C.

SEE SHEET A-601 FOR DOOR SCHEDULE.B.

NOTES, LEGENDS, AND SYMBOLS.

SEE SHEET A-001 FOR ABBREVIATIONS AND A-002 GENERALA.

GENERAL SHEET NOTES

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AD112

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FIRST FLOOR DEMOLITION PLAN - AREA B

SCALE: 1/8" = 1'-0"

AD-112

A5

KEY PLAN

A5

ENLARGED DEMOLITION PLAN

SCALE: 1/4" = 1'-0"

LEGEND

EXISTING TO REMAIN

DEMOLISH PARTITION

4 7 64

DEMOLISH DOOR

0 8'4' 16'

B

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SHEET KEYNOTES

UPGRADE EXISTING PARTITION TO TYPE A.18.

SEE A-112 FOR ALIGNMENT OF WALL.17.

FOR MORE COLUMN DETAILS.

SLAB UP TO A MIN. OF 6" ABOVE FINISHED CEILING. SEE STRUCTURAL

PROVIDE G.W.B. FINISH ON EXPOSED SIDES OF COLUMN FROM FLOOR 16.

WINDOW FRAME.

EXISTING WINDOW TO REMAIN. SEAL AROUND EXTERIOR OPENING TO 15.

AREA INDICATED IS NOT IN CONTRACT.14.

WINDOW OPENING.

OPENINGS AND REMOVAL OF EXISTING WINDOW AND INFILL OF

102H, REMOVAL OF (2) INTERIOR DOORS & FRAMES, INFILL OF WALL

AREA INDICATED IS NOT IN CONTRACT EXCLUSIVE OF ADDING DOOR 13.

NOT USED.12.

EXISTING TYPE "D" WALL.11.

CONSTRUCTION TO MATCH ADJACENT WALL.

WHERE DOORS AND FRAMES WERE REMOVED, REPLACE WITH 10.

RAMP UP TO RAISED ACCESS FLOOR.9.

FOR SUPPORT.

ACCORDION PARTITION. SEE STRUCTURAL NOTE 7 ON SHEET S-002 8.

NO RENOVATION WORK IN STAIR 1.7.

WALL MOUNTED PHONE STORAGE CABINET. SEE INTERIOR DRAWINGS.6.

LOW PARTITION. SEE DETAIL E1/A-503.5.

ALIGN FINISHED FACE OF NEW WALL WITH EXISTING WALL.4.

STEP UP TO RAISED ACCESS FLOOR. 7" ABOVE EXIST. SLAB.3.

RAISED ACCESS FLOOR SYSTEM.2.

CONSTRUCTION. SEE CLOSURE DETAIL E3/A-502.

WHERE WINDOWS WERE REMOVED, REPLACE WITH WALL 1.

OCCURS WITHIN 12 FEET OF THE NEW/OLD INTERSECTION.

ELEMENT WHERE NEAREST LOGICAL CONSTRUCTION ELEMENT

OF NEW WITH OLD. REPLACE TO NEAREST LOGICAL CONSTRUCTION

STRUCTURE. REPLACE OLD TILE TO MIN. 4 FEET FROM INTERSECTION

NEW GRID MEMBERS TO EXISTING GRID MEMBERS AND SUPPORT TO

WHERE NEW CEILING ADJOINS EXISTING CEILING SYSTEM CONNECT J.

FROM CONSTRUCTION ARE TO BE MAINTAINED.

CONSTRUCTION. LIFE SAFETY PROVISIONS IN PLACE AND RESULTING

THE BUILDING IS ANTICIPATED TO BE OCCUPIED DURING I.

ACCESSORIES.

THICKNESS AT ALL MOUNTED DEVICES, MILLWORK AND TOILET

PROVIDE WOOD BLOCKING OR METAL STRAPPING WITHIN WALL H.

WINDOW INFILL - SEE OTHER DISCIPLINES FOR EXTERIOR WORK.

EXTERIOR ARCHITECTURAL WORK IS LIMITED TO THAT REQUIRED FOR G.

ORIENTATION PURPOSES.

FLOOR PLAN - OVERALL IS PROVIDED PRIMARILY FOR REFERENCE AND F.

TELECOM DWGS FOR ADDITIONAL WORK.

SEE INTERIORS, STRUCTURAL, MECHANICAL, ELECTRICAL, AND E.

DEMOLITION WORK.

PATCH AND REPAIR EXISTING BUILDING ELEMENTS TO REMAIN AFTER D.

SEE SHEET A-601 FOR DOOR SCHEDULE.C.

ALL PARTITIONS ARE TO BE TYPE B UNLESS OTHERWISE NOTED.

INDICATED, UPGRADE EXISTING PARTITIONS TO NEW WALL STANDARD.

SEE SHEET A-602 FOR PARTITION TYPE DETAILS. WHERE B.

NOTES, LEGENDS AND SYMBOLS.

SEE SHEET A-001 FOR ABBREVIATIONS AND A-002 FOR GENERAL A.

GENERAL SHEET NOTES

O F D

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2'-8"

101H

G

102H

105A

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101F

101E

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FIRST FLOOR PLAN - AREA A

SCALE: 1/8" = 1'-0"

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BRIEFING 1

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BRIEFING 2

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SSR

102C

SSR 2

102F

BRIEFING

102E

SSO

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VTC

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MPC

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SEE A-112

MATCH LINE

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N.I.C.

2'-8"

8'-8"

EA

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LEGEND

EXISTING TO REMAIN

NEW CONSTRUCTION

A WALL TYPE INDICATOR

FOLDING PARTITION

RAISED ACCESS FLOOR

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A

17'-11" 8'-4"

0 8'4' 16'

LOUNGE

MANTRAP /

101E

CREW RM.

COMBAT

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2'-11" 5'-8"

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SHEET KEYNOTES

S-002 FOR SUPPORT.

ACCORDION PARTITION. SEE STRUCTURAL NOTE 7 ON SHEET 6.

CONSTRUCTION. SEE E3 / A-502.

REMOVE WINDOWS. REPLACE WINDOWS WITH SOLID WALL 5.

ALIGN FINISHED FACE OF NEW WALL WITH EXISTING WALL4.

STEP UP TO RAISED ACCESS FLOOR.3.

RAISED ACCESS FLOOR SYSTEM2.

CONSTRUCT FLOOR STRUCTURE. SEE STRUCTURAL DRAWINGS.1.

NEW/OLD INTERSECTION.

CONSTRUCTION ELEMENT OCCURS WITHIN 12 FEET OF THE

CONSTRUCTION ELEMENT WHERE NEAREST LOGICAL

INTERSECTION OF NEW WITH OLD. REPLACE TO NEAREST LOGICAL

SUPPORT TO STRUCTURE. REPLACE OLD TILE TO MIN. 4 FEET FROM

CONNECT NEW GRID MEMBERS TO EXISTING GRID MEMBERS AND

WHERE NEW CEILING ADJOINS EXISTING CEILING SYSTEM J.

RESULTING FROM CONSTRUCTION ARE TO BE MAINTAINED.

CONSTRUCTION. LIFE SAFETY PROVISIONS IN PLACE AND

THE BUILDING IS ANTICIPATED TO BE OCCUPIED DURING I.

ACCESSORIES.

THICKNESS AT ALL MOUNTED DEVICES, MILLWORK AND TOILET

PROVIDE WOOD BLOCKING OR METAL STRAPPING WITHIN WALL H.

WORK.

FOR WINDOW INFILL - SEE OTHER DISCIPLINES FOR EXTERIOR

EXTERIOR ARCHITECTURAL WORK IS LIMITED TO THAT REQUIRED G.

AND ORIENTATION PURPOSES.

FLOOR PLAN - OVERALL IS PROVIDED PRIMARILY FOR REFERENCE F.

TELECOM DWGS FOR ADDITIONAL WORK.

SEE INTERIORS, STRUCTURAL, MECHANICAL, ELECTRICAL, AND E.

AFTER DEMOLITION WORK.

PATCH AND REPAIR EXISTING BUILDING ELEMENTS TO REMAIN D.

SEE SHEET A-601 FOR DOOR SCHEDULE.C.

OTHERWISE NOTED.

STANDARD. ALL PARTITIONS ARE TO BE TYPE B UNLESS

INDICATED, UPGRADE EXISTING PARTITIONS TO NEW WALL

SEE SHEET A-602 FOR PARTITION TYPE DETAILS. WHERE B.

NOTES, LEGENDS AND SYMBOLS.

SEE SHEET A-001 FOR ABBREVIATIONS AND A-002 FOR GENERAL A.

GENERAL SHEET NOTES

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EXISTING TO REMAIN

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SHEET KEYNOTES

EXISTING CONCRETE WALKWAY.2.

STRUCTURES; COLOR OF FRAMES TO BE CLEAR ANODIZED.

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RE48

RE48

IL

S

D

DANTSIDE16

IS

G

CB48

H4824

S2148F

RE48

RE48DANTSIDE16

IS

G

E L S

D L

E L S

D R

C

B B

F

DD1EU24DD1EU24

2 LOCK

LED2IN37

DB1F24

DD1FBPD66

64-14-66T

DB1WR66 IL

S

D

IS

G

BBF

D D

E

U

D D

E

U

L

O C

K

LED2IN37

D B

W R

D B F

D D

F

B P

D

64-14-66T

SVR

SVR

S

BBF

D D

E

U

D D

E

U

L

O C

K

L E

D

IN

D B F

D D

F

B P

D

-1

-6

T

D B

W R

6 M

WS12

IS

G

IS

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CB48

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RE48

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S

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DANTSIDE16

IS

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S2148F

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RE48

IL

S

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DANTSIDE16

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CB48

H4824

S2148F

RE48

RE48

IL

S

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DANTSIDE16

IS

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CB48

H4824

S2148F

RE48

RE48DANTSIDE16

IS

G

E L S

D L

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D R

S

ARM.

MONITOR

IS2116G

C B

H

S F

R E

R E

ILSD

D A

N T S

ID

E

IS2116G

C B

H

S F

R E

R E

D A

N T S

ID

E

IS2116G

C C S

72X30

MW

FR

TR

CM

M

M

M

M M

M M

M

M

M

M

PD

PD

M

M

SVR SVR

-J

U L -2

:3

IN

T

E R

IO

R S

E N

L A

R G

E D I

N T

E R

IO

R

F U

R N

IS

H

IN

G S P

L A

N

IF111

FOR CONSTRUCTION

K

C O

R B

E T

T

M E

R R

A Z

O

H

M A

R T

IN

E Z

G

R

IG

G

IN

S

P T F

L -1

-1

-I F .d w g

IS

S U

E D F

O R C

O N

S T

R U

C T

IO

N -1

-1

B

ID

I

N Q

U

IR

Y

R

E S

P O

N S

E -0

A1

ENLARGED INTERIOR FURNISHINGS PLAN

SCALE: 1/8" = 1'-0"

107C

BRIEFING 1

107B

BRIEFING 2

107A

BRIEFING 3

SSR

101E

MANTRAP / LOUNGE

102C

SSR

102F

BRIEFING

102E

SSO

102D

VTC

101D

MANTRAP 2

103C

CORR. 2

INFORMATION.

PLEASE REFER TO LEGENDS SHEET I-001 FOR MORE 1.

110B

INTEL 2

110C

INTEL 1

INTEL AND TACTICS

110A

TACTICS

107E

BRIEFING 5

107F

BRIEFING 4

103D

CORR. 3

105A

SERVER ROOM

MPC

107D

BRIEFING 6

0 8'4' 16'

GENERAL SHEET NOTES

LEGEND

(2)LCA

(1)SKG

(60)PTB

(20)PTB

(1)L1

(1)M25

(1)OT3

(1)TM1

(24)M27G

(24)WS14A

(32)C1

(4)FFS

(1)M25

(4)T4E

(1)TM1

(48)SL1

(1)M27G

(1)C1

(2)SL1

(1)WS12

(2)T4E

(4)C1

(1)M25

(4)C1

(2)T4E

(1)M25

(1)M27G

(1)M27G

(1)M25

(2)T4E

(4)C1

(4)C1

(2)T4E (1)M25

(1)TM1

(1)M25

(2)F9

(2)T4E

(4)F1

(10)SL1

(5)WS12

(5)M27G

(9)C1

(3)CAB

(1)TMI

(1)M25(2)T4E

(4)C1

(4)C1

(2)T4E

(1)M25

(1)TM1

BREAK RM.

(4)C19J

(1)T25

(20)C1

(20)M27G

(20)WS12A

(40)SL1

(1)M25

(2)S5

(1)TM1

(6)C1

(6)M27G

(6)WS12

(12)SL1

(2)F1

(1)M25

(2)M27G

(2)WS12

(4)SL1

(2)C1

(1)TM1

(2)C4B

(1)M25

(2)M27G

(2)WS12

(4)SL1

(2)C1

(1)TM1

(2)C4B

103B

CORR. 2

103A

CORR. 1

(1)TM1

(1)TM1

(1)TM1

(1)TM1

(1)TM1

(2)S3

(1)FR

(1)CM (1)MW

(1)TR

(1)M25

(1)PD

(1)PD

105.

COMBAT CREW RM.

(8)WS14B

(9)C1

(16)SL1

(9)M27G

(1)WS12

(3)WS14B

(1)S3

(1)TM1

(3)C1

(6)SL1

(3)M27G

(1)M25

(4)C1

(8)SL1

(4)M27G

(4)WS14B (1)M27G

(1)SL1

(1)C1

(1)WS12

(1)TM1

SHEET KEYNOTES

UTILITY POLE TO PLAN SOUTH OF FURNITURE QUADS FOR SIPR.2.

AND POWER.

UTILITY POLE TO PLAN NORTH OF FURNITURE QUADS FOR NIPR 1.

EXISTING TO REMAIN

NEW CONSTRUCTION

NEW FURNITURE

S K O

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D R

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SHEET ID

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2 3 4 5 6 7 8 9 10

F

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®of Engineers

US Army Corps

U .S

A R

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F E

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IN

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K D

IS

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IC

T

F

E D

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A L P

L A

Z A

N E

W Y

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K

N Y

S C

A L E

S H

E E

T

D R

A W

IN

G C

O D

E

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K C -4

A A

L T

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L D

G S F

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F I

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-D -0

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LOCKERS

MEN'S

LOCKERS

WOMEN'S

C

D

D

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JANITOR

129 C

C

130 128129

C

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2 3 4 5 6 7 8 9 10

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US Army Corps

U .S

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A L E

S H

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IN

G C

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K C -4

A A

L T

E R B

L D

G S F

O R O

P S A

N D T

F I

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J O

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IN

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A

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R -1

-D -0

F E

B R

U A

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A N

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D :1

L

A K

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ID

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E N

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A Y

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K N

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V

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L E T

N

N

OC

OC

OC

OC

OC

OC

OC

OC

OC

OC

GENERAL SHEET NOTES

-J

U L -2

:0

A R

C H

IT

E C

T U

R A

L

F

IR

S T F

L O

O R P

L A

N

E N

L A

R G

E D

A-401

FOR CONSTRUCTION

J

B A

U D

R Y

M E

R R

A Z

O

C

C H

R

IS

T

IA

N

G

R

IG

G

IN

S

P T F

L -1

-1

-A -4

.d w g

IS

S U

E D F

O R C

O N

S T

R U

C T

IO

N -1

-1

B

ID

I

N Q

U

IR

Y

R

E S

P O

N S

E -0

B1

FIRST FLOOR PLAN - ENLARGED

SCALE: 1/4" = 1'-0"

LEGEND

EXISTING TO REMAIN

NEW CONSTRUCTION

-J

U L -2

:0

A R

C H

IT

E C

T U

R A

L

F

IR

S T F

L O

O R P

L A

N

E N

L A

R G

E D

A-401

FOR CONSTRUCTION

J

B A

U D

R Y

M E

R R

A Z

O

C

C H

R

IS

T

IA

N

G

R

IG

G

IN

S

P T F

L -1

-1

-A -4

.d w g

IS

S U

E D F

O R C

O N

S T

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C T

IO

N -1

-1

B

ID

I

N Q

U

IR

Y

R

E S

P O

N S

E -0

0 4'2' 8'

SHEET KEYNOTES

2'-1"

/1

4'-7"

A-401F5

C5 A-401

C5

INTERIOR ELEVATION

SCALE: 1/4" = 1'-0"

E5

INTERIOR ELEVATION

SCALE: 1/4" = 1'-0"

F5

INTERIOR ELEVATION

SCALE: 1/4" = 1'-0"

E5

SD

SD

SD

PTD

PTD

SD

SD

SD

PTD

PTD

SD SD SD

PTD PTD

TSCD

TTDJ

SND

TSCD

TTDJ

SND

TSCD

TTDJ

SND

WR

WR

WR

WR

SND

TTDJ

TSCD

SND

TTDJ

TSCD

TSCD

TTDJ

SND

30" GB

42" GB

TSCD

TTDJ

SND

TSCD

TTDJ

SND

30" GB

42" GB

A5

REFLECTED CEILING PLAN

SCALE: 1/8" = 1'-0"

OR GRILLE

HVAC - RECESSED AIR SUPPLY DIFFUSER

OR EXHAUST GRILLE

HVAC - RECESSED RETURN AIR

OC

OCCUPANCY SENSOR

ELECTRICAL - CEILING MOUNTED

ELECTRICAL - LIGHTING FIXTURE

ELECTRICAL - DOWNLIGHT

CEILINGS TO BE PATCHED AND PAINTED.17.

PARTITION.

RE-INSTALL AND REVERSE SWING ON EXISTING BATHROOM 16.

OPENING.

METAL STUD, 3" BATT INSULATION AND GWB INFILL OF DOOR 15.

EXISTING TILE FLOOR AND BASE14.

LIMITS OF NEW FLOOR TILE AND BASE13.

PLUMBING, SALVAGE, CLEAN REINSTALL AND ADJUST.

TOILET PARTITION: REMOVE AS REQUIRED FOR ACCESS TO 12.

SEE MECHANICAL AND ELECTRICAL DRAWINGS.11.

REPLACE TILE FLOOR, WALL AND BASE, TYPICAL10.

TOILET PARTITIONS TO MATCH EXISTING9.

NOT USED.8.

LOCKERS. RE-INSTALL WHEN OTHER FINISHES ARE COMPLETE. 7.

SHOWER6.

UPDATE FIXTURES AND REPAIR COUNTERTOP5.

LAVATORY, VANITY AND ACCESSORIES4.

REPLACE TOILET FIXTURE, TYPICAL3.

MIRROR2.

REPLACE URINAL1.

RE-PAINT CEILING.

AND ALL DAMAGE INCURRED DURING CONSTRUCTION.

PATCH AND REPAIR EXISTING CEILING FOR EXISTING DEFECTS J.

PAINT WALL SURFACES ABOVE LOCKERS.I.

CONSTRUCTION.

EXISTING LOCKERS TO REMAIN. PROTECT DURING H.

ACCESSORIES & LOCKERS.

SEE INTERIOR SHEETS FOR NEW MILLWORK, TOILET G.

CEILING FINISHES.

SEE INTERIORS SHEETS FOR NEW FLOOR, BASE, WALL & F.

ACCESSORIES.

THICKNESS AT ALL MOUNTED DEVICES, MILLWORK AND TOILET

PROVIDE WOOD BLOCKING OR METAL STRAPPING WITHIN WALL E.

SEE SHEET A-601 FOR DOOR SCHEDULE.D.

LEGEND.

AS INDICATED BY LINEWORK AND IN DEMOLITION NOTES. SEE

DEMOLITION WORK IS SHOWN ON DEMOLITION FLOOR PLANS C.

PARTITIONS ARE TYPE B, UNLESS NOTED OTHERWISE.

INDICATED, UPGRADE EXISTING PARTITIONS TO NEW. ALL

SEE SHEET A-602 FOR PARTITION TYPE DETAILS WHERE B.

NOTES, LEGENDS AND SYMBOLS.

SEE SHEET A-001 FOR ABBREVIATIONS AND A-002 GENERAL A.

TYP.

13 13

B5/A-502

-1 /2

5'-0" 3'-0" 1'-11" 1'-6"

-1 /2

-1 /2

EXISTING LOCKER

0 8'4' 16'

HVAC - EXHAUST FAN

1/4" = 1'-0"

1/8" = 1'-0"

S K O

R D

E R N

O

D E

S

IG

N E

D B

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D E

S C

R

IP

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D B

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D A

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C O

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R A

C T N

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C H

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K E

D B

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D R

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SHEET ID

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2 3 4 5 6 7 8 9 10

F

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®of Engineers

US Army Corps

U .S

A R

M Y C

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A L P

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A L E

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F E

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IN

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-1

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N .d w g

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N -1

-1

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P O

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ID

I

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-0