Drawing_37-48_pages.pdf

A

A

1.11.1

4.4

B

B D E F G H J

OPEN TO BELOW

OPEN TO BELOW

ROOF BELOW

AD-201

A1

AD-202

A1

AD-202

C1

AD-201

C1

MATCHLINE MATCHLINE

3.5

2.5

A.8A.2

02 41 00.32

02 41 00.32

02 41 00.33

02 41 00.33

02 41 00.33

1. VERIFY EXISTING CONSTRUCTION AND COORDINATE WITH

APPROVED CONSTRUCTION DOCUMENTS PRIOR TO AND DURING

CONSTRUCTION.

2. ITEMS THAT ARE SHOWN DASHED INDICATE LIMITS OF DEMOLITION

AND ARE TO BE REMOVED. DEMOLITION OF ITEMS INDICATED ON

DRAWINGS REFERS TO THE ITEM AND ITS RELATED ASSEMBLIES

UNLESS OTHERWISE NOTED.

3. PATCH ADJOINING CONSTRUCTION TO REMAIN AS TO NOT BE

READILY APPARENT THAT IT HAS BEEN ALTERED OR DISTURBED.

4. PROVIDE AND INSTALL ADEQUATE SHORING OF ALL LOAD BEARING

AREAS RELATED TO DEMOLITION. REFER STRUCTURAL.

5. REFER TO CIVIL, STRUCTURAL AND MEP DRAWINGS FOR

ADDITIONAL DEMOLITION REQUIREMENTS.

GENERAL NOTESLEGEND

TO BE DEMOLISHED

EXISTING PARTITION TO

REMAIN

LIMITS OF DEMOLITION

(ELEVATIONS)

EXISTING BALLARD TO REMAIN

EXISTING BALLARD TO BE REMOVED

AREA OF SLAB TO BE DEMOLISHED:

REFER STRUCT.

PLAN NORTH

A

B

KEY PLAN

US Army Corps of Engineers ®

SHEET ID

U .S

A

R M

Y E

N G

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A N

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B E

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1 2 3 4 5

D

C

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A

S a v o y D ri v e S u it e

H o u s to n T e x a s

-2

-8

FOR INTERIM REVIEW

ONLY, NOT FOR

CONSTRUCTION

TROY C. SECORD

TEXAS REGESTRATION

NO. 12994 AD-104

D E

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P L

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T H

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A S

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M P

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A P

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IL

- W G

-1 -D

-0

95% DESIGN SUBMITTAL

F O

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1/16" = 1'-0"AD-104

A1 DEMO PLAN - SECOND FLOOR

M A

R K

D E

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IP

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IO

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KEYNOTES

KEYNOTE NOTE

02 41 00.32 EXIST. OVERHEAD CRANE BEAM AND RAIL TO BE REMOVED TO

EXTENTS SHOWN, REFER STRUCT. CRANE MANUFACTURER TO

PROVIDE NEW TROLLEY STOP AT CUT END FOR EXISTING CRANE.

02 41 00.33 REMOVE EXIST. MTL. DECK AND CONC. FLOOR TO LIMITS SHOWN.

4'0' 8' 16'

GRAPHIC SCALE 1/16"=1'-0"

32'

FIN FLR 1ST

100' - 0"

FIN FLR 2ND

112' - 0"

TOS

124' - 0"

ABCDEFHJ A.8 A.2F.5F.7G.7G.9 F.9

B3

AD-301

B1

AD-301

A1

AD-302

02 41 00.04

02 41 00.01

02 41 00.07

02 41 00.07

02 41 00.01

02 41 00.07

02 41 00.07

02 41 00.02

02 41 00.06 02 41 00.06

02 41 00.18

02 41 00.02

02 41 00.02

1"

1'-0"

1"

1'-0"

2ND FLR

110' - 8"

02 41 00.23

02 41 00.23

02 41 00.02

FIN FLR 1ST

100' - 0"

FIN FLR 2ND

112' - 0"

TOS

124' - 0"

A B C D E F G H J

B3

AD-301

B1

AD-301

A1

AD-302

02 41 00.0702 41 00.07

02 41 00.01

02 41 00.0702 41 00.07

02 41 00.01 02 41 00.06

02 41 00.05

02 41 00.05

02 41 00.04

02 41 00.0202 41 00.02

1"

1'-0" 1"

1'-0"

1"

1'-0"1

2ND FLR

110' - 8"

02 41 00.2302 41 00.23

02 41 00.02

02 41 00.0202 41 00.02

1. VERIFY EXISTING CONSTRUCTION AND COORDINATE WITH

APPROVED CONSTRUCTION DOCUMENTS PRIOR TO AND DURING

CONSTRUCTION.

2. ITEMS THAT ARE SHOWN DASHED INDICATE LIMITS OF DEMOLITION

AND ARE TO BE REMOVED. DEMOLITION OF ITEMS INDICATED ON

DRAWINGS REFERS TO THE ITEM AND ITS RELATED ASSEMBLIES

UNLESS OTHERWISE NOTED.

3. PATCH ADJOINING CONSTRUCTION TO REMAIN AS TO NOT BE

READILY APPARENT THAT IT HAS BEEN ALTERED OR DISTURBED.

4. PROVIDE AND INSTALL ADEQUATE SHORING OF ALL LOAD BEARING

AREAS RELATED TO DEMOLITION. REFER STRUCTURAL.

5. REFER TO CIVIL, STRUCTURAL AND MEP DRAWINGS FOR

ADDITIONAL DEMOLITION REQUIREMENTS.

GENERAL NOTESLEGEND

TO BE DEMOLISHED

EXISTING PARTITION TO

REMAIN

LIMITS OF DEMOLITION

(ELEVATIONS)

EXISTING BALLARD TO REMAIN

EXISTING BALLARD TO BE REMOVED

AREA OF SLAB TO BE DEMOLISHED:

REFER STRUCT.

US Army Corps of Engineers ®

SHEET ID

U .S

A

R M

Y E

N G

IN

E

E R

D

IS

T R

IC

T

D R

A W

N B

Y

D E

S

IG

N E

D B

Y

S U

B M

IT

T

E D

B Y

S

IZ

E

C H

E C

K E

D B

Y

A N

S I 'D

F

IL

E

N A

M E

IS

S

U E

D A

T E

C O

N T

R A

C T

N O

S O

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IC

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A

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F

IL

E N

U M

B E

R

1 2 3 4 5

D

C

B

A

S a v o y D ri v e S u it e

H o u s to n T e x a s

-2

-8

FOR INTERIM REVIEW

ONLY, NOT FOR

CONSTRUCTION

TROY C. SECORD

TEXAS REGESTRATION

NO. 12994 AD-201

D E

M O

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E L E

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C O

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N G

IN

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E R

S F

O R

T W

O R

T H

T

E X

A S

T C

S

M P

T

D R

R

A P

R

IL

- W G

-1 -D

-0

95% DESIGN SUBMITTAL

F O

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D E

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N O

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F R

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L D

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1/8" = 1'-0"AD-201

A1 DEMOLITION ELEVATION - NORTH

1/8" = 1'-0"AD-201

C1 DEMOLITION ELEVATION - SOUTH

M A

R K

D E

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IP

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KEYNOTES

KEYNOTE NOTE

02 41 00.01 REMOVE EXIST. OVERHEAD COILING DOOR SYSTEM.

02 41 00.02 REMOVE A PORTION OF EXIST. EXTERIOR WALL SYSTEM INCLUDING

8" REINFORCED CMU, MTL. WALL PANELS AND WALL GIRTS. REFER

DEMOLITION FLOOR PLAN, EXTERIOR ELEVATIONS AND WALL

SECTIONS FOR LIMITS OF WALL REMOVAL.

02 41 00.04 REMOVE A PORTION OF THE EXIST. MTL. ROOF SYSTEM, INCLUDING

ROOF PANELS, RIDGE CAP, GUTTERS, AND MISC. FRAMING

COMPONENTS. REFER DEMOLITION ROOF PLAN FOR LIMITS OF ROOF

REMOVAL.

02 41 00.05 REMOVE EXIST. MTL. WINDOW AND PREPARE OPENING FOR NEW

CONSTRUCTION.

02 41 00.06 REMOVE EXIST. MTL. DOOR AND FRAME.

02 41 00.07 REMOVE EXIST. STEEL PIPE BOLLARD.

02 41 00.18 REMOVE EXTERIOR STEEL STAIR SYSTEM.

02 41 00.23 EXIST. LIGHT FIXTURE TO BE REMOVED TEMPORARILY AND

REINSTALLED ON NEW MTL. WALL PANEL.

0' 8' 16'

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

4'

FIN FLR 2ND

112' - 0"

TOS

124' - 0"

2 3 4 6 7 8 9 10 11 12 131.1 4.4 53.52.5

B1

AD-302

A3

AD-301

A1

AD-301

02 41 00.0602 41 00.06 02 41 00.0702 41 00.07 02 41 00.01 02 41 00.0702 41 00.07 02 41 00.01 02 41 00.07 02 41 00.06

02 41 00.05 02 41 00.07

02 41 00.02

1"

1'-0"

1"

1'-0"

2ND FLR

110' - 8"

A2

A-312

02 41 00.23

02 41 00.2302 41 00.23

02 41 00.18

02 41 00.02

02 41 00.02

FIN FLR 1ST

100' - 0"

FIN FLR 2ND

112' - 0"

TOS

124' - 0"

678910111213 1.14.45 3.5 2.5

B1

AD-302

A3

AD-301

A1

AD-301

02 41 00.05

02 41 00.05 02 41 00.01 02 41 00.07 02 41 00.07 02 41 00.01 02 41 00.07 02 41 00.06 02 41 00.05

02 41 00.18

02 41 00.02

1"

1'-0" 1"

1'-0"

02 41 00.27

2ND FLR

110' - 8"

02 41 00.23

02 41 00.02

02 41 00.23

02 41 00.0402 41 00.02

02 41 00.10

1. VERIFY EXISTING CONSTRUCTION AND COORDINATE WITH

APPROVED CONSTRUCTION DOCUMENTS PRIOR TO AND DURING

CONSTRUCTION.

2. ITEMS THAT ARE SHOWN DASHED INDICATE LIMITS OF DEMOLITION

AND ARE TO BE REMOVED. DEMOLITION OF ITEMS INDICATED ON

DRAWINGS REFERS TO THE ITEM AND ITS RELATED ASSEMBLIES

UNLESS OTHERWISE NOTED.

3. PATCH ADJOINING CONSTRUCTION TO REMAIN AS TO NOT BE

READILY APPARENT THAT IT HAS BEEN ALTERED OR DISTURBED.

4. PROVIDE AND INSTALL ADEQUATE SHORING OF ALL LOAD BEARING

AREAS RELATED TO DEMOLITION. REFER STRUCTURAL.

5. REFER TO CIVIL, STRUCTURAL AND MEP DRAWINGS FOR

ADDITIONAL DEMOLITION REQUIREMENTS.

GENERAL NOTESLEGEND

TO BE DEMOLISHED

EXISTING PARTITION TO

REMAIN

LIMITS OF DEMOLITION

(ELEVATIONS)

EXISTING BALLARD TO REMAIN

EXISTING BALLARD TO BE REMOVED

AREA OF SLAB TO BE DEMOLISHED:

REFER STRUCT.

US Army Corps of Engineers ®

SHEET ID

U .S

A

R M

Y E

N G

IN

E

E R

D

IS

T R

IC

T

D R

A W

N B

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D E

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D B

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S U

B M

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A N

S I 'D

F

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B E

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1 2 3 4 5

D

C

B

A

S a v o y D ri v e S u it e

H o u s to n T e x a s

-2

-8

FOR INTERIM REVIEW

ONLY, NOT FOR

CONSTRUCTION

TROY C. SECORD

TEXAS REGESTRATION

NO. 12994 AD-202

D E

M O

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-1 -D

-0

95% DESIGN SUBMITTAL

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1/8" = 1'-0"AD-202

A1 DEMOLITION ELEVATION - EAST

1/8" = 1'-0"AD-202

C1 DEMOLITION ELEVATION - WEST

M A

R K

D E

S C

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IP

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N D

A T

E

KEYNOTES

KEYNOTE NOTE

02 41 00.01 REMOVE EXIST. OVERHEAD COILING DOOR SYSTEM.

02 41 00.02 REMOVE A PORTION OF EXIST. EXTERIOR WALL SYSTEM INCLUDING

8" REINFORCED CMU, MTL. WALL PANELS AND WALL GIRTS. REFER

DEMOLITION FLOOR PLAN, EXTERIOR ELEVATIONS AND WALL

SECTIONS FOR LIMITS OF WALL REMOVAL.

02 41 00.04 REMOVE A PORTION OF THE EXIST. MTL. ROOF SYSTEM, INCLUDING

ROOF PANELS, RIDGE CAP, GUTTERS, AND MISC. FRAMING

COMPONENTS. REFER DEMOLITION ROOF PLAN FOR LIMITS OF ROOF

REMOVAL.

02 41 00.05 REMOVE EXIST. MTL. WINDOW AND PREPARE OPENING FOR NEW

CONSTRUCTION.

02 41 00.06 REMOVE EXIST. MTL. DOOR AND FRAME.

02 41 00.07 REMOVE EXIST. STEEL PIPE BOLLARD.

02 41 00.10 SAW CUT OPENING IN EXTERIOR CMU WALL AND PREPARE FOR

INSTALLATION OF NEW WINDOW.

02 41 00.18 REMOVE EXTERIOR STEEL STAIR SYSTEM.

02 41 00.23 EXIST. LIGHT FIXTURE TO BE REMOVED TEMPORARILY AND

REINSTALLED ON NEW MTL. WALL PANEL.

02 41 00.27 REMOVE A PORTION OF EXTERIOR CMU WALL AND PREP OPENING TO

RECEIVE NEW DOOR AND FRAME.

0' 8' 16'

TOS

124' - 0"

AB A.8 A.2

02 41 00.0802 41 00.08

02 41 00.0602 41 00.0602 41 00.0602 41 00.0602 41 00.0602 41 00.06

02 41 00.05

02 41 00.08

1"

1'-0"

1"

1'-0"

02 41 00.26

02 41 00.06

2ND FLR

110' - 8"

02 41 00.33

FIN FLR 1ST

100' - 0"

TOS

124' - 0"

AB

02 41 00.06 02 41 00.06 02 41 00.08 02 41 00.06 02 41 00.06

02 41 00.08

02 41 00.11

02 41 00.07

1"

1'-0"

1"

1'-0"

2ND FLR

110' - 8"

FIN FLR 1ST

100' - 0"

TOS

124' - 0"

1.1 4.43.52.5

02 41 00.0702 41 00.07

02 41 00.01

02 41 00.04

02 41 00.03

02 41 00.01

02 41 00.0702 41 00.07

1"

1'-0"

1"

1'-0"

02 41 00.32 02 41 00.32

FIN FLR 1ST

100' - 0"

TOS

124' - 0"

1.1 4.43.52.5

02 41 00.02

02 41 00.26 02 41 00.0802 41 00.08

02 41 00.26

02 41 00.06

02 41 00.07

1"

1'-0"

1"

1'-0"

02 41 00.07

2ND FLR

110' - 8"

02 41 00.32

02 41 00.32

02 41 00.33

02 41 00.26

02 41 00.01

1. VERIFY EXISTING CONSTRUCTION AND COORDINATE WITH

APPROVED CONSTRUCTION DOCUMENTS PRIOR TO AND DURING

CONSTRUCTION.

2. ITEMS THAT ARE SHOWN DASHED INDICATE LIMITS OF DEMOLITION

AND ARE TO BE REMOVED. DEMOLITION OF ITEMS INDICATED ON

DRAWINGS REFERS TO THE ITEM AND ITS RELATED ASSEMBLIES

UNLESS OTHERWISE NOTED.

3. PATCH ADJOINING CONSTRUCTION TO REMAIN AS TO NOT BE

READILY APPARENT THAT IT HAS BEEN ALTERED OR DISTURBED.

4. PROVIDE AND INSTALL ADEQUATE SHORING OF ALL LOAD BEARING

AREAS RELATED TO DEMOLITION. REFER STRUCTURAL.

5. REFER TO CIVIL, STRUCTURAL AND MEP DRAWINGS FOR

ADDITIONAL DEMOLITION REQUIREMENTS.

GENERAL NOTESLEGEND

TO BE DEMOLISHED

EXISTING PARTITION TO

REMAIN

LIMITS OF DEMOLITION

(ELEVATIONS)

EXISTING BALLARD TO REMAIN

EXISTING BALLARD TO BE REMOVED

AREA OF SLAB TO BE DEMOLISHED:

REFER STRUCT.

US Army Corps of Engineers ®

SHEET ID

U .S

A

R M

Y E

N G

IN

E

E R

D

IS

T R

IC

T

D R

A W

N B

Y

D E

S

IG

N E

D B

Y

S U

B M

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B Y

S

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C H

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K E

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S I 'D

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N O

S O

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F

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U M

B E

R

1 2 3 4 5

D

C

B

A

S a v o y D ri v e S u it e

H o u s to n T e x a s

-2

-8

FOR INTERIM REVIEW

ONLY, NOT FOR

CONSTRUCTION

TROY C. SECORD

TEXAS REGESTRATION

NO. 12994 AD-301

D E

M O

L

IT

IO

N

B U

IL

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IN

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S E

C T

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C O

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S O

F E

N G

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O R

T W

O R

T H

T

E X

A S

T C

S

M P

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D R

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A P

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IL

- W G

-1 -D

-0

95% DESIGN SUBMITTAL

F O

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H O

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D E

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1/8" = 1'-0"AD-301

A3 BUILDING SECTION - DEMOLITION

1/8" = 1'-0"AD-301

A1 BUILDING SECTION - DEMOLITION

1/8" = 1'-0"AD-301

B3 BUILDING SECTION - DEMOLITION

1/8" = 1'-0"AD-301

B1 BUILDING SECTION - DEMOLITION

M A

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KEYNOTES

KEYNOTE NOTE

02 41 00.01 REMOVE EXIST. OVERHEAD COILING DOOR SYSTEM.

02 41 00.02 REMOVE A PORTION OF EXIST. EXTERIOR WALL SYSTEM INCLUDING

8" REINFORCED CMU, MTL. WALL PANELS AND WALL GIRTS. REFER

DEMOLITION FLOOR PLAN, EXTERIOR ELEVATIONS AND WALL

SECTIONS FOR LIMITS OF WALL REMOVAL.

02 41 00.03 REMOVE EXIST. MTL. BLDG. RIGID FRAME.

02 41 00.04 REMOVE A PORTION OF THE EXIST. MTL. ROOF SYSTEM, INCLUDING

ROOF PANELS, RIDGE CAP, GUTTERS, AND MISC. FRAMING

COMPONENTS. REFER DEMOLITION ROOF PLAN FOR LIMITS OF ROOF

REMOVAL.

02 41 00.05 REMOVE EXIST. MTL. WINDOW AND PREPARE OPENING FOR NEW

CONSTRUCTION.

02 41 00.06 REMOVE EXIST. MTL. DOOR AND FRAME.

02 41 00.07 REMOVE EXIST. STEEL PIPE BOLLARD.

02 41 00.08 REMOVE EXIST. 8" CMU INTERIOR PARTITIONS.

02 41 00.11 REMOVE EXIST. SUSPENDED CEILING SYSTEMS COMPLETE IN THIS

AREA.

02 41 00.26 REMOVE EXIST. INTERIOR PARTITIONS TO LIMITS SHOWN.

02 41 00.32 EXIST. OVERHEAD CRANE BEAM AND RAIL TO BE REMOVED TO

EXTENTS SHOWN, REFER STRUCT. CRANE MANUFACTURER TO

PROVIDE NEW TROLLEY STOP AT CUT END FOR EXISTING CRANE.

02 41 00.33 REMOVE EXIST. MTL. DECK AND CONC. FLOOR TO LIMITS SHOWN.

0' 8' 16'

TOS

124' - 0"

A B C D E F G H J

TOS 1ST FLR

109' - 4"

B3

AD-301

B1

AD-301

02 41 00.06 02 41 00.0502 41 00.05 02 41 00.02 02 41 00.01

02 41 00.07 02 41 00.07

02 41 00.01

02 41 00.04

02 41 00.08

02 41 00.07 02 41 00.07

1"

1'-0"

02 41 00.08

02 41 00.3202 41 00.03

02 41 00.02

1"

1'-0"

1"

1'-0"

02 41 00.06

WELDING

BAY

BATTALION

REPAIR BAYS

OVERHEAD DOORS

TO REMAIN

02 41 00.22 02 41 00.22

FIN FLR 1ST

100' - 0"

TOS

124' - 0"

234678910111213 1.14.45 3.5 2.5

B1

AD-302

02 41 00.01 02 41 00.0702 41 00.06

02 41 00.33 02 41 00.33

02 41 00.06 02 41 00.01 02 41 00.07 02 41 00.08

1"

1'-0"

1"

1'-0"

02 41 00.06

02 41 00.18 02 41 00.06

02 41 00.16

2ND FLR

110' - 8"

02 41 00.07

02 41 00.08 02 41 00.08 02 41 00.07 02 41 00.26

02 41 00.0202 41 00.02

EXIST. OVERHEAD

DOORS BEYOND TO

REMAIN

02 41 00.22

02 41 00.22

1. VERIFY EXISTING CONSTRUCTION AND COORDINATE WITH

APPROVED CONSTRUCTION DOCUMENTS PRIOR TO AND DURING

CONSTRUCTION.

2. ITEMS THAT ARE SHOWN DASHED INDICATE LIMITS OF DEMOLITION

AND ARE TO BE REMOVED. DEMOLITION OF ITEMS INDICATED ON

DRAWINGS REFERS TO THE ITEM AND ITS RELATED ASSEMBLIES

UNLESS OTHERWISE NOTED.

3. PATCH ADJOINING CONSTRUCTION TO REMAIN AS TO NOT BE

READILY APPARENT THAT IT HAS BEEN ALTERED OR DISTURBED.

4. PROVIDE AND INSTALL ADEQUATE SHORING OF ALL LOAD BEARING

AREAS RELATED TO DEMOLITION. REFER STRUCTURAL.

5. REFER TO CIVIL, STRUCTURAL AND MEP DRAWINGS FOR

ADDITIONAL DEMOLITION REQUIREMENTS.

GENERAL NOTESLEGEND

TO BE DEMOLISHED

EXISTING PARTITION TO

REMAIN

LIMITS OF DEMOLITION

(ELEVATIONS)

EXISTING BALLARD TO REMAIN

EXISTING BALLARD TO BE REMOVED

AREA OF SLAB TO BE DEMOLISHED:

REFER STRUCT.

US Army Corps of Engineers ®

SHEET ID

U .S

A

R M

Y E

N G

IN

E

E R

D

IS

T R

IC

T

D R

A W

N B

Y

D E

S

IG

N E

D B

Y

S U

B M

IT

T

E D

B Y

S

IZ

E

C H

E C

K E

D B

Y

A N

S I 'D

F

IL

E

N A

M E

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

O

F

IL

E N

U M

B E

R

1 2 3 4 5

D

C

B

A

S a v o y D ri v e S u it e

H o u s to n T e x a s

-2

-8

FOR INTERIM REVIEW

ONLY, NOT FOR

CONSTRUCTION

TROY C. SECORD

TEXAS REGESTRATION

NO. 12994 AD-302

D E

M O

L

IT

IO

N

B U

IL

D

IN

G

S E

C T

IO

N

C O

R P

S O

F E

N G

IN

E

E R

S F

O R

T W

O R

T H

T

E X

A S

T C

S

M P

T

D R

R

A P

R

IL

- W G

-1 -D

-0

95% DESIGN SUBMITTAL

F O

R T

H O

O D

T

E X

A S

D E

S

IG

N O

F T

E M

F R

E N

O V

A T

IO

N

S B

L D

G

1/8" = 1'-0"AD-302

B1 BUILDING SECTION - DEMOLITION

1/8" = 1'-0"AD-302

A1 BUILDING SECTION - DEMOLITION

KEYNOTES

KEYNOTE NOTE

02 41 00.01 REMOVE EXIST. OVERHEAD COILING DOOR SYSTEM.

02 41 00.02 REMOVE A PORTION OF EXIST. EXTERIOR WALL SYSTEM INCLUDING 8"

REINFORCED CMU, MTL. WALL PANELS AND WALL GIRTS. REFER DEMOLITION

FLOOR PLAN, EXTERIOR ELEVATIONS AND WALL SECTIONS FOR LIMITS OF

WALL REMOVAL.

02 41 00.03 REMOVE EXIST. MTL. BLDG. RIGID FRAME.

02 41 00.04 REMOVE A PORTION OF THE EXIST. MTL. ROOF SYSTEM, INCLUDING ROOF

PANELS, RIDGE CAP, GUTTERS, AND MISC. FRAMING COMPONENTS. REFER

DEMOLITION ROOF PLAN FOR LIMITS OF ROOF REMOVAL.

02 41 00.05 REMOVE EXIST. MTL. WINDOW AND PREPARE OPENING FOR NEW

CONSTRUCTION.

02 41 00.06 REMOVE EXIST. MTL. DOOR AND FRAME.

02 41 00.07 REMOVE EXIST. STEEL PIPE BOLLARD.

02 41 00.08 REMOVE EXIST. 8" CMU INTERIOR PARTITIONS.

02 41 00.16 EXIST. FLOOR SLAB TO BE CUT AND REMOVED FOR CONSTRUCTION OF NEW

SERVICE PIT REFER STRUCT.

02 41 00.18 REMOVE EXTERIOR STEEL STAIR SYSTEM.

02 41 00.22 MTL. BLDG STANDING SEAM METAL ROOF SYSTEM TO REMAIN.

02 41 00.26 REMOVE EXIST. INTERIOR PARTITIONS TO LIMITS SHOWN.

02 41 00.32 EXIST. OVERHEAD CRANE BEAM AND RAIL TO BE REMOVED TO EXTENTS

SHOWN, REFER STRUCT. CRANE MANUFACTURER TO PROVIDE NEW

TROLLEY STOP AT CUT END FOR EXISTING CRANE.

02 41 00.33 REMOVE EXIST. MTL. DECK AND CONC. FLOOR TO LIMITS SHOWN.

M A

R K

D E

S C

R

IP

T

IO

N D

A T

E

0' 8' 16'

A

1.11.1

4.4

B

B C D E F H J

ELEC

TOOL ROOM

COMBAT

SPARES

COMM 1

MENS

MAINTENANCE

AREA

CONSOLIDATED

BENCH

REPAIR

WOMENS

JAN

CORRIDOR

REPAIR

AREA

MECH

FLUID DISTR

BREAK /

TRAINING

OFFICE 1

OFFICE 2

ADMIN SHOP

CONTROL

ARMS VAULT

MATCHLINE MATCHLINE

NON-SENS

SECURE

STOR

A-202

C1

A-202

A1

A-201

A1

A-201

C1

/A1 A-102 /A1 A-102

EXISTING CRANE STRUCTURE ABOVE

EXISTING CRANE STRUCTURE ABOVE

/A1 A-103 /A1 A-103

3.5

2.5

A.8A.2

COMSEC

VAULT

F.5 F.7 G.7 G.9F.9

4.7

8"

60' - 8"

1' - 4"

24' - 0" 24' - 0" 24' - 0" 16' - 0"

1' - 0" 1' - 0"

28' - 0"

1' - 0" 1' - 0"

20' - 0"

1' - 4"

8" 20' - 4" 20' - 0" 20' - 4" 8"

61' - 4" 89' - 4" 53' - 4"

204' - 0"

62' - 0"

142' - 0"

4.3

1.2

2.3

3.7

EXISTING CONSTRUCTION TO

REMAIN

NEW GYPSUM WALLBOARD

PARTITION

LEGEND

NEW CONCRETE MASONRY (CMU)

PARTITION

1. DIMENSIONS SHOWN ON PLANS FOR NEW CONSTRUCTION ARE TO

THE FACE OF FINISH WALLS, TO CENTERLINE OF COLUMNS AND TO

FACE OF CONCRETE OR MASONRY WALLS, UNLESS OTHERWISE

NOTED.

2. DIMENSIONS IN RENOVATED AREAS ARE FROM FINISH FACE OF

EXISTING WALLS AND FINISH FACE OF NEW PARTITIONS UNLESS

OTHERWISE NOTED.

GENERAL NOTES

CONCRETE PARTITION

EXISTING BALLARD TO REMAIN

NEW BALLARD

REFER SHEET: C1 & C2/A-512

RATED PARTITION - 2 HR

PLAN NORTH

A

B

KEY PLAN

US Army Corps of Engineers ®

SHEET ID

U .S

A

R M

Y E

N G

IN

E

E R

D

IS

T R

IC

T

D R

A W

N B

Y

D E

S

IG

N E

D B

Y

S U

B M

IT

T

E D

B Y

S

IZ

E

C H

E C

K E

D B

Y

A N

S I 'D

F

IL

E

N A

M E

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

O

F

IL

E N

U M

B E

R

1 2 3 4 5

D

C

B

A

S a v o y D ri v e S u it e

H o u s to n T e x a s

-2

-8

FOR INTERIM REVIEW

ONLY, NOT FOR

CONSTRUCTION

TROY C. SECORD

TEXAS REGESTRATION

NO. 12994 A-101

F L O

O R

P L A

N

F

IR

S T

F L

O O

R O

V E

R A

L L

C O

R P

S O

F E

N G

IN

E

E R

S F

O R

T W

O R

T H

T

E X

A S

T C

S

M P

T

D R

R

A P

R

IL

- W G

-1 -D

-0

95% DESIGN SUBMITTAL

F O

R T

H O

O D

T

E X

A S

D E

S

IG

N O

F T

E M

F R

E N

O V

A T

IO

N

S B

L D

G

1/16" = 1'-0"A-101

A1 FLOOR PLAN - FIRST FLOOR

KEYNOTES

KEYNOTE NOTE

M A

R K

D E

S C

R

IP

T

IO

N D

A T

E

4'0' 8' 16'

B

B

MAINTENANCE

AREA

A1

A-301

A1

A-302

A-202

A1

A-202

C1

A-201

A1

MATCHLINE MATCHLINE

/A1 A-103 /A1 A-103

A.8A.2

62' - 0"

8" 20' - 4" 20' - 0" 20' - 4" 8"

.2

O H

.3

E X

IS

T

E

X

IS

T

E X

IS

T

E X

117.3

5 OH115.2

EX

117.1

E X

IS

T

E

X

IS

T

O H

.1

O H

.2

CONSOLIDATED

BENCH

REPAIR

ARMS VAULT

COMBAT

SPARES

OH116

/4

04 20 00.03 04 20 00.03

03 33 00.03

05 50 13.0205 50 13.0205 50 13.0205 50 13.02

03 33 00.04

22 00 00.02

PLAN NORTH

A

B

KEY PLAN

EXISTING CONSTRUCTION TO

REMAIN

NEW GYPSUM WALLBOARD

PARTITION

LEGEND

NEW CONCRETE MASONRY (CMU)

PARTITION

1. DIMENSIONS SHOWN ON PLANS FOR NEW CONSTRUCTION ARE TO

THE FACE OF FINISH WALLS, TO CENTERLINE OF COLUMNS AND TO

FACE OF CONCRETE OR MASONRY WALLS, UNLESS OTHERWISE

NOTED.

2. DIMENSIONS IN RENOVATED AREAS ARE FROM FINISH FACE OF

EXISTING WALLS AND FINISH FACE OF NEW PARTITIONS UNLESS

OTHERWISE NOTED.

GENERAL NOTES

CONCRETE PARTITION

EXISTING BALLARD TO REMAIN

NEW BALLARD

REFER SHEET: C1 & C2/A-512

RATED PARTITION - 2 HR

US Army Corps of Engineers ®

SHEET ID

U .S

A

R M

Y E

N G

IN

E

E R

D

IS

T R

IC

T

D R

A W

N B

Y

D E

S

IG

N E

D B

Y

S U

B M

IT

T

E D

B Y

S

IZ

E

C H

E C

K E

D B

Y

A N

S I 'D

F

IL

E

N A

M E

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

O

F

IL

E N

U M

B E

R

1 2 3 4 5

D

C

B

A

S a v o y D ri v e S u it e

H o u s to n T e x a s

-2

-8

FOR INTERIM REVIEW

ONLY, NOT FOR

CONSTRUCTION

TROY C. SECORD

TEXAS REGESTRATION

NO. 12994 A-102

F L O

O R

P L A

N

F

IR

S T

F L

O O

R A

R E

A A

C O

R P

S O

F E

N G

IN

E

E R

S F

O R

T W

O R

T H

T

E X

A S

T C

S

M P

T

D R

R

A P

R

IL

- W G

-1 -D

-0

95% DESIGN SUBMITTAL

F O

R T

H O

O D

T

E X

A S

D E

S

IG

N O

F T

E M

F R

E N

O V

A T

IO

N

S B

L D

G

1/8" = 1'-0"A-102

A1 FLOOR PLAN - FIRST FLOOR AREA A

M A

R K

D E

S C

R

IP

T

IO

N D

A T

E

KEYNOTES

KEYNOTE NOTE

03 33 00.03 NEW CONCRETE WALL, REFER STRUCTURAL FOR REINFORCING AND

ADDITIONAL INFORMATION.

03 33 00.04 NEW MAINTENANCE PIT - REFER STRUCTURAL

04 20 00.03 NEW 8" CMU INTERIOR CMU WALL REFER STRUCTRUAL FOR

REINFORCING.

05 50 13.02 NEW CROSSMEMBER - REFER STRUCTURAL.

22 00 00.02 NEW TRENCH DRAIN (TYP.) - REFER PLUMBING

0' 8' 16'

UPUP

A

A

1.11.1

4.4

B

B C D E F G H J

ELEC

TOOL ROOM

COMBAT

SPARES

COMM 1

MENS

CONSOLIDATED

BENCH

REPAIR

WOMENS

JAN

CORRIDOR

REPAIR

AREA

MECH

FLUID DISTR

EXISTING CRANE STRUCTURE ABOVE

EXISTING CRANE STRUCTURE ABOVE

BREAK /

TRAINING

ARMS VAULT

NON-SENS

SECURE

STOR

OFFICE 1

OFFICE 2

ADMIN SHOP

CONTROL

C1

A-302

A1

A-301

C1

A-301

A1

A-311

A1

A-302

A-410

A1

A-401

A1

OH116

O H

.1

A-201

C1

OH118.3

A-201

A1

A

MATCHLINE MATCHLINE

/A1 A-102 /A1 A-102

A-202

C1

B

3.5

2.5

B

A-202

A1

OH108.1

F.5 F.7 G.7 G.9F.9

4.7

COMSEC

VAULT

M2B M2

M3

M3

M3

42' - 8" 18' - 8"

2' - 0" 6' - 4" 7' - 4" 3' - 4" 12' - 4" 5' - 4" 10' - 0" 10' - 0" 4' - 8" 14' - 0" 1' - 0" 4' - 0" 24' - 0"

4' - 0"

2' - 0" 16' - 0" 3' - 4"

D2

D2

/8

/8

/8

/8

8" 60' - 8" 1' - 4" 24' - 0" 24' - 0" 24' - 0" 16' - 0" 1' - 0"1' - 0" 28' - 0" 1' - 0"1' - 0" 20' - 0" 1' - 4"

61' - 4" 89' - 4" 32' - 0" 21' - 4"

OH118.4

OH118.1

OH118.2

OH118.5

A-401

C1

D2

8" 24' - 0" 24' - 0" 24' - 0" 17' - 0" 30' - 0" 1' - 0" 20' - 0" 1' - 4"

88' - 8" 32' - 0" 21' - 4"

1' - 4"

3' - 4" 2' - 6" 16' - 0" 5' - 11" 16' - 0" 8' - 0" 16' - 0" 4' - 7" 14' - 0" 5' - 0" 24' - 0" 4' - 0" 2' - 0" 16' - 0" 3' - 4"

D5D5

D5

OH102

OH115.2

101.1

EX

O H

.2

101.2 .1

EXIST. EXIST.

EXIST.

.2

EXIST. EXIST. EXIST.

EXIST.

117.3

117.1

EX

EX

EX

EX

EX

EX

EX

118.3

/8

/4

/4

30' - 7 1/2" 11' - 1 1/4" 3 5/8"

16' - 0" 19' - 8" 25' - 0"

2' - 8" 6' - 4" 2' - 0"3' - 0" 22' - 8" 3' - 4" 4' - 8" 10' - 0" 6' - 0"

4.3

1.2

2.3

3.7

A2

A-301

A2

A-312

A2

A-312

Sim

M2

M2A M2

M2 M2M2A

D5

04 20 00.03 04 20 00.03

03 33 00.03

04 20 00.03

04 20 00.03

03 33 00.03

03 33 00.0303 33 00.03

A-512

B3

M2B

M2B

M2

05 51 00.01 05 51 00.01

M2B

D5

D5D5

22 00 00.02

N E

W C

R A

N E

S T

R U

C T

U R

E A

B O

V E

N E

W C

R A

N E

S T

R U

C T

U R

E A

B O

V E

A-512

C1

A-512

C2

A-512

C1

SIM.

SIM.

A-512

C2

05 50 13.02

05 50 13.02 22 00 00.02

PLAN NORTH

A

B

KEY PLAN

EXISTING CONSTRUCTION TO

REMAIN

NEW GYPSUM WALLBOARD

PARTITION

LEGEND

NEW CONCRETE MASONRY (CMU)

PARTITION

1. DIMENSIONS SHOWN ON PLANS FOR NEW CONSTRUCTION ARE TO

THE FACE OF FINISH WALLS, TO CENTERLINE OF COLUMNS AND TO

FACE OF CONCRETE OR MASONRY WALLS, UNLESS OTHERWISE

NOTED.

2. DIMENSIONS IN RENOVATED AREAS ARE FROM FINISH FACE OF

EXISTING WALLS AND FINISH FACE OF NEW PARTITIONS UNLESS

OTHERWISE NOTED.

GENERAL NOTES

CONCRETE PARTITION

EXISTING BALLARD TO REMAIN

NEW BALLARD

REFER SHEET: C1 & C2/A-512

RATED PARTITION - 2 HR

US Army Corps of Engineers ®

SHEET ID

U .S

A

R M

Y E

N G

IN

E

E R

D

IS

T R

IC

T

D R

A W

N B

Y

D E

S

IG

N E

D B

Y

S U

B M

IT

T

E D

B Y

S

IZ

E

C H

E C

K E

D B

Y

A N

S I 'D

F

IL

E

N A

M E

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

O

F

IL

E N

U M

B E

R

1 2 3 4 5

D

C

B

A

S a v o y D ri v e S u it e

H o u s to n T e x a s

-2

-8

FOR INTERIM REVIEW

ONLY, NOT FOR

CONSTRUCTION

TROY C. SECORD

TEXAS REGESTRATION

NO. 12994 A-103

F L O

O R

P L A

N

F

IR

S T

F L

O O

R A

R E

A B

C O

R P

S O

F E

N G

IN

E

E R

S F

O R

T W

O R

T H

T

E X

A S

T C

S

M P

T

D R

R

A P

R

IL

- W G

-1 -D

-0

95% DESIGN SUBMITTAL

F O

R T

H O

O D

T

E X

A S

D E

S

IG

N O

F T

E M

F R

E N

O V

A T

IO

N

S B

L D

G

1/8" = 1'-0"A-103

A1 FLOOR PLAN - FIRST FLOOR

M A

R K

D E

S C

R

IP

T

IO

N D

A T

E

KEYNOTES

KEYNOTE NOTE

03 33 00.03 NEW CONCRETE WALL, REFER STRUCTURAL FOR REINFORCING AND

ADDITIONAL INFORMATION.

04 20 00.03 NEW 8" CMU INTERIOR CMU WALL REFER STRUCTRUAL FOR

REINFORCING.

05 50 13.02 NEW CROSSMEMBER - REFER STRUCTURAL.

05 51 00.01 NEW METAL STAIR SYSTEM, PRIMED AND PAINTED. REFER

STRUCTURAL.

0' 8' 16'

A

1.11.1

4.4

B

B C D E F H J

COMM 2

CORRIDOR

TRAINING

ROOM

OPEN TO BELOW

OPEN TO BELOW

ROOF BELOW

UNASSIGNED

EXISTING CRANE STRUCTURE ABOVE

EXISTING CRANE STRUCTURE ABOVE

A-202

C1

A-202

A1

A-201

A1

A-201

C1

MATCHLINE MATCHLINE

MAINTENANCE

AREA

REPAIR

AREA

3.5

2.5

A.8A.2

F.5 F.7 G.7 G.9F.9

4.7

/8

/8

4.3

1.2

2.3

3.7

EXISTING CONSTRUCTION TO

REMAIN

NEW GYPSUM WALLBOARD

PARTITION

LEGEND

NEW CONCRETE MASONRY (CMU)

PARTITION

1. DIMENSIONS SHOWN ON PLANS FOR NEW CONSTRUCTION ARE TO

THE FACE OF FINISH WALLS, TO CENTERLINE OF COLUMNS AND TO

FACE OF CONCRETE OR MASONRY WALLS, UNLESS OTHERWISE

NOTED.

2. DIMENSIONS IN RENOVATED AREAS ARE FROM FINISH FACE OF

EXISTING WALLS AND FINISH FACE OF NEW PARTITIONS UNLESS

OTHERWISE NOTED.

GENERAL NOTES

CONCRETE PARTITION

EXISTING BALLARD TO REMAIN

NEW BALLARD

REFER SHEET: C1 & C2/A-512

RATED PARTITION - 2 HR

PLAN NORTH

A

B

KEY PLAN

US Army Corps of Engineers ®

SHEET ID

U .S

A

R M

Y E

N G

IN

E

E R

D

IS

T R

IC

T

D R

A W

N B

Y

D E

S

IG

N E

D B

Y

S U

B M

IT

T

E D

B Y

S

IZ

E

C H

E C

K E

D B

Y

A N

S I 'D

F

IL

E

N A

M E

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

O

F

IL

E N

U M

B E

R

1 2 3 4 5

D

C

B

A

S a v o y D ri v e S u it e

H o u s to n T e x a s

-2

-8

FOR INTERIM REVIEW

ONLY, NOT FOR

CONSTRUCTION

TROY C. SECORD

TEXAS REGESTRATION

NO. 12994 A-104

F L O

O R

P L

A N

S

E C

O N

D F

L O

O R

O V

E R

A L L

C O

R P

S O

F E

N G

IN

E

E R

S F

O R

T W

O R

T H

T

E X

A S

T C

S

M P

T

D R

R

A P

R

IL

- W G

-1 -D

-0

95% DESIGN SUBMITTAL

F O

R T

H O

O D

T

E X

A S

D E

S

IG

N O

F T

E M

F R

E N

O V

A T

IO

N

S B

L D

G

1/16" = 1'-0"A-104

A1 FLOOR PLAN -SECOND FLOOR

M A

R K

D E

S C

R

IP

T

IO

N D

A T

E

KEYNOTES

KEYNOTE NOTE

4'0' 8' 16'

DN DN

B C

COMM 2

CORRIDOR

TRAINING

ROOM

UNASSIGNED

201.1

.1

.2

201.2

A1

A-301

C1

A-301

A1

A-302

A-202

A1

MATCHLINE MATCHLINE

B.1 B.1

OPEN TO BELOW

ROOF BELOW

MAINTENANCE

AREA

A-202

C1

D2

D2 D2

D2

D2

D2

D2

D2A

/8

3 5/8"

10' - 11 1/4" 6' - 1 5/8" 5' - 0" 32' - 11 7/8" 5' - 0"

D5

D5

/8

/8

3 5/8" 16' - 8" 43' - 4 3/4" 3 5/8"

A-512

B3

C1

A-105

A-512

B3

CG

CG

CG

3 5/8" 16' - 8" 43' - 4 3/4" 3 5/8"

6' - 10" 9' - 10"

EQ EQ

/8

/8

/8

/8

CG

CG

CG

CG

CG

CG

CG

CGCG

10 22 39.01

05 51 00.01

05 51 00.01 A-410

C1

EXISTING CONSTRUCTION TO

REMAIN

NEW GYPSUM WALLBOARD

PARTITION

LEGEND

NEW CONCRETE MASONRY (CMU)

PARTITION

1. DIMENSIONS SHOWN ON PLANS FOR NEW CONSTRUCTION ARE TO

THE FACE OF FINISH WALLS, TO CENTERLINE OF COLUMNS AND TO

FACE OF CONCRETE OR MASONRY WALLS, UNLESS OTHERWISE

NOTED.

2. DIMENSIONS IN RENOVATED AREAS ARE FROM FINISH FACE OF

EXISTING WALLS AND FINISH FACE OF NEW PARTITIONS UNLESS

OTHERWISE NOTED.

GENERAL NOTES

CONCRETE PARTITION

EXISTING BALLARD TO REMAIN

NEW BALLARD

REFER SHEET: C1 & C2/A-512

RATED PARTITION - 2 HR

PLAN NORTH

A

B

KEY PLAN

EXISTING STANDING SEAM

MTL. ROOF SYSTEM ON

MTL. BLDG. PURLINS

A S

S C

H E

D

SOUND ATTENUATION

FULL HEIGHT

CEILING AS SCHED.

PROVIDE SLIP JOINT REFER TO

TYPICAL DEFLECTION TRACK

DETAILS

OPERABLE PARTITION

AS SPEC'D.

PARTITION SELF-SUPPORT

SYSTEM AS SPEC'D.

FLOOR FINISH

AS SCHED.

STL. LATERAL SUPPORT

CHANNEL RE: STRUC.

5/8" GYP. BD. ON 6" MTL.

STUDS @ 16" O.C.

6" MTL. STUD SPANNING

BETWEEN ADJ. PURLINS @ 4'-0"

O.C. FOR TRACK ANCHORING

EXTEND ALL GYP. BD. LAYERS TO

ROOF - COMPRESS VINYL FACED

INSULATION - PROVIDE ACOUSTICAL

SEALANT @ EACH LAYER OF GYP. BD.

6" BATT INSULATION

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TEXAS REGESTRATION

NO. 12994 A-105

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A1 FLOOR PLAN -SECOND FLOOR

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KEYNOTES

KEYNOTE NOTE

05 51 00.01 NEW METAL STAIR SYSTEM, PRIMED AND PAINTED. REFER

STRUCTURAL.

10 22 39.01 NEW FOLDING PANEL PARTITION W/ SUPPORT SYSTEM.

3/4" = 1'-0"A-105

C1 OPERABLE PARTITION

0' 8' 16'

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

4'

0' 2' 3'

GRAPHIC SCALE 3/4" = 1'-0"

1'

A

1.11.1

4.4

B

B C D E F H J

A1

A-311

A-202

C1

A-202

A1

A-201

A1

A-201

C1

MATCHLINE MATCHLINE

3.5

2.5

A.8A.2

F.5 F.7 G.7 G.9F.9

4.7

4" VTR4" VTR

4" VTR

4" VTR

D.S. D.S.

D.S. D.S.

2" VTR

4.3

1.2

2.3

3.7

1" / 1'-0" 1" / 1'-0"

07 60 00.0507 60 00.05

07 60 00.06

07 60 00.01

07 60 00.03 07 60 00.03

07 60 00.05

07 60 00.01

07 60 00.0207 60 00.02

07 60 00.06

07 60 00.01

07 60 00.03

07 60 00.05

07 60 00.01

07 60 00.0207 60 00.02

07 60 00.03

EXISTING CONSTRUCTION TO

REMAIN

NEW CONSTRUCTION

LEGEND

1. DIMENSIONS SHOWN ON PLANS FOR NEW CONSTRUCTION ARE TO

THE FACE OF FINISH WALLS, TO CENTERLINE OF COLUMNS AND TO

FACE OF CONCRETE OR MASONRY WALLS, UNLESS OTHERWISE

NOTED.

2. DIMENSIONS IN RENOVATED AREAS ARE FROM FINISH FACE OF

EXISTING WALLS AND FINISH FACE OF NEW PARTITIONS UNLESS

OTRHERWISE NOTED.

GENERAL NOTES

D.S. PRE-FINISHED MTL. DOWNSPOUT

VTR

VENT THROUGH ROOF:

REFER TO PLUMBING SERIES

PLAN NORTH

A

B

KEY PLAN

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NO. 12994 A-106

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A1 ROOF PLAN

KEYNOTES

KEYNOTE NOTE

07 60 00.01 NEW PREFINISHED METAL GUTTERS TO MATCH EXISTING.

07 60 00.02 NEW PREFINISHED METAL DOWNSPOUTS TO MATCH EXISTING.

07 60 00.03 NEW PREFINISHED METAL RAKE EDGE TRIM & FLASHING TO MATCH

EXISTING.

07 60 00.05 NEW PREFINISHED METAL ROOF SYSTEM.

07 60 00.06 NEW PREFINISHED METAL ROOF SYSTEM - MATCH EXIST. SLOPE.

4'0' 8' 16'

A

1.11.1

4.4

B

B C D E F H J

ELEC

TOOL ROOM

COMBAT

SPARES

COMM 1

MENS

MAINTENANCE

AREA

CONSOLIDATED

BENCH

REPAIR

WOMENS

JAN

NON-SENS

SECURE

STOR

CORRIDOR

REPAIR

AREA

MECH

FLUID DISTR

ARMS VAULT

BREAK /

TRAINING

OFFICE 1

OFFICE 2

ADMIN SHOP

CONTROL

MATCHLINE MATCHLINE

A-122

A1

3.5

2.5

A.8A.2

F.5 F.7 G.7 G.9F.9

4.7

COMSEC

VAULT

4.3

1.2

2.3

3.7

PLAN NORTH

A

B

KEY PLAN

SD

GWB CEILING

6" RECESSED CAN LED FIXTURE

SMOKE DETECTOR (REFER TO FA

DWGS)

EXIT SIGN LOCATION (REFER TO FA

DWGS)

2' x 4' RECESSED LED FIXTURE

SUPPLY DIFFUSER

RETURN

CEILING LEGEND

ACOUSTICAL CEILING TILE

EXPOSED STRUCTURE ABOVEEXP

1. REFER TO MECHANICAL & ELECTRICAL DRAWINGS FOR FIXTURE

SCHEDULE AND COORDINATION.

GENERAL NOTES

HIGH BAY LED FIXTURE

4' LINEAR LED FIXTURE

4" RECESSED LINEAR FIXTURE

EXHAUST

ACCESS PANEL

CEILING HEIGHT ABOVE FINISHED FLOORx' - x" A.F.F.

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NO. 12994 A-121

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A1 RCP - FIRST FLOOR OVERALL

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KEYNOTE NOTE

4'0' 8' 16'