MON-18-Phasing-01JAN14-Drawings.pdf

Pennzoil Place

711 Louisiana Street

Suite 300

Houston TX 77002

Tel: 713.844.0000

Fax: 713.844.0001

© 2015 Gensler

GenslerSketch Number

Project Project Number

Description

Prepared by

Issue/Rev

Drawing Scale Date

\\gensler.ad\projects\RevitUserModels\13684\Architectural_MON_027880000_13684.rvt

U.S. COURTHOUSE, CSP & COURT

COMPONENTS B&C

MONROE

DC 12/26/17

02.7880.010

P01

G

G

G

W

LIMITS

NEW PVMT

LIMITS

NEW PVMT

LIMITS

NEW PVMT

LIMITS

NEW PVMT

LIMITS

NEW PVMT

O C

S

N

°0

'5

E

.0

N 23°34'05" W 197.00'

N

°0

'5

.0

N 23°34'05" W 197.00'

S

T

M 10" STM

4" D.S.

EXIST

3" D.S.

EXIST

SEWER MANHOLE

EXIST SANITARY

RAMP

UP

GRASS

6" D.S.

EXIST

S T

M

3" D.S.

EXIST

G R

A M

M O

N

R E

E T

A R

E A

W A

Y

G R

A S

S

S

ID

E W

A L

K

JACKSON STREET

GRASS

GRASS

.3

.4

.8

.2

.1

.5

.5

.0

.1

.2

.1

.4

.1

.3

.4

.6

.6

.7

.6

.3

.0

.9

.5

.7

.4

.5

.4

.9

.8

.4

.2

.9

.8

.6

.1

.4

.5

.9

.4

.1

.3

.3

.3

.7

.6

.6

.2

.7

.8

.5

.4

.6

.6

.8

.7

.6

.8

.3

.7

.6

.7

.6

.7

.6

.6

.7

.7

.7

.7

.7

.7

.7

.6

.7

.6

.1

.3

.4

.5

.5

.4

.2

.2

.0

.9

.9

0 7 .9

.9

.1

.2

.2

.4

.3

.5

.5

.6

.6

.7

.7

.7

.1

.8

.6

.7

.7

.5

.5

.6

.6

.7

.4

.1

.2

.8

.7

.2

.0

.4

.3

.7

.7

.2

.7

.5

.6

.9

.1

.0

.7

.8

.9

.7

.6

.7

.2

.6

.6

.3

.2

.9

.8

.6

.6

.7

.7

.4

.7

.6

.6

.7

.6

.7

.6

.5

.0

.6

.6

.6

.7

0 7 .7

.7

.5

.5

.6

.1

.5

.5

.0

.9

.9

.9

.3

.2

.3

.1

.2

.2

.1

.6

.5

.6

.0

.6

.3

.3

.3

.0

.3

.0

.2

.3

.3

.9

.8

.7

.2

.4

.4

.7

.5

.0

.0

.6

.7

.4

.4

.2

.3

.6

.4

.8

.2

.5

.5

.6

.8

.1

.0

.2

.5

.5

.6

.6

.6

.8

.3

.8

.3

.0

.8

.7

.0

.2

.8

.7

.8

.9

.6

.2

.3

.1

.2

.0

.0

.0

.0

.1

.2

.3

.2

.3

.2

.4

.3

.4

.4

.5

.1

.1

.4

.4

.6

.1

.2

.6

.8

.6

.6

.5

.3

.9

.3

.3

.6

.7

.7

GATE

SLIDING

BOOTH

GUARD

SIDEWALK

AREAWAY

S I

D E

W A

L K

EXIST BUILDING

AREAWAY

AREAWAY

FLAGPOLE

W/ BLDG

CONNEXIST SS

ONE WAY ONE WAY

O N

E W

A Y

@ 1.00%

STM SWR

NEW 28 LF 6"

STM SWR @ 0.56%

NEW 10 LF 6"

RE: MEP

(TYP., 2)

TO NEW ROOF DRAINS

CONN NEW 6" STM SWR

(TYP.)

DRAIN CONNECTION

DETAIL OF AVADEK

REFER TO THIS SHEET FOR

SCALE: NTS

@ 1.04%

SDR 26 SAN SWR

NEW 50 LF 6"

RE: MEP

FL=±75.80

1-4"x8" REDUCER

CONN. TO BLDG

NEW SAN SWR

FL=76.69

CONN. EXIST MH

NEW SAN SWR

W/ THRUST BLOCK

NEW 90°ELBOW

C900 FIRE LINE

NEW 38 LF 6"

RE: NOTE 8

NEW 6" TS&V

PLATFORM

MAILING

EXIST

RE: MEP

ELEC GENERATOR

NEW CONNECTION TO

FF=82.30

AREA

DELIBERATION

NEW JURY

FF=79.80

PARKING GARAGE

NEW JUDGES

FF=82.30

AND PROCESSING AREA

NEW HOLDING CELLS

FF=79.80

RE: ARCH

ADA RAMP & STAIRS

NEW INTERIOR

FF=79.80

NEW SALLYPORT

SECURE MASONRY ENCLOSURE

NEW EMERGENCY GENERATOR AND

NEW TY A INLET

NEW JCT BOX

NEW JCT BOX

NEW JCT BOX

1-3"X6" INCREASER

EXIST D.S.

NEW EXTENSION OF

STM SWR @ 0.56%

NEW 113 LF 10"

STM SWR @ 0.56%

NEW 44 LF 10"

STM SWR @ 0.56%

NEW 70 LF 10"

NEW JCT BOX

JOINTS

W/ RESTRAINED

2-45°BENDS

NEW SAN SWR

@ 1.04%

SCH 40 SAN SWR

NEW 10 LF 6"

FL 6" (S) = 76.80

FL 2" FM (N) = 77.00

RIM = 79.60

NEW SAN SWR MH

C2.200 FOR DTL

FM (W) = 77.75

6" (S) = 75.25

RIM = 79.25

WR LIFT STATION

SWR FORCE MAIN

PVC SCH 40 SAN

NEW 117 LF 2"

RE: NOTE 9 & 10

MATCH EXIST FL

NEW 10" STM (E)

EX 10" STM (W)

EX 6" D.S. (NW)

TO EXIST STM SWR

NEW JCT BOX CONN.

WYE

NEW 6"X8"X8"

1-3"X6" INCREASER

EXIST D.S.

NEW EXTENSION OF

NEW 6" D.S.

@ 1.00%

STM SWR

NEW 27 LF 6"

NEW 6" D.S. 1-3"X6" INCREASER

EXIST D.S.

NEW EXTENSION OF

(TYP) (3 EA)

NEW 6"X10"X10" WYE

STM SWR @ 0.56%

NEW 20 LF 10"

STM SWR @ 0.56%

NEW 56 LF 10"

NEW 6"X10"X10" WYE

EXIST 6" D.S.

NEW EXTENSION OF

3" DOWN SPOUT

CONNECT TO EXIST

NEW 3"X10"X10" WYE

NEW JCT BOX

STM SWR @ 0.56%

NEW 13 LF 10"

STM SWR @ 0.75%

NEW 29 LF 8"

NEW 6" D.S.

RE: MEP

ELEC CONDUIT

NEW 258 LF

RE: MEP

PULL BOX

CONDUIT

NEW ELEC

C900 FIRE LINE

NEW 30 LF 6"

BASEMENT

CONN TO BLDG

NEW 6" FIRE LINE

(TYP., 2)

TO NEW 10" STORM SEWER

CONN ROOF DRAIN LINE

(TYP., 2)

NEW 6" D.S.

@ 1.00%

STM SWR

NEW 40 LF 6"

(TYP.)

DRAIN CONNECTION

DETAIL OF AVADEK

REFER TO THIS SHEET FOR

FOR DETAILS

VAULT; RE: SHT C02.200

ASSEMBLY WITH HEATED

BACK FLOW PREVENTER

NEW 6" ABOVE-GROUND

(TYP., 3)

TO NEW 10" STORM SEWER

CONN 4" ROOF DRAIN LINE

RE: MEP

BLDG

TO EXIST

PROP CONN

PHASE 1 WORK AREA AND FENCE -

THICK LINE INDICATES FENCE OR

BARRIER LOCATION, SHADED AREA

INDICATES PROPOSED AREA OF

WORK.

MAINTAIN A CLEAR PATH

TO THE STAIRWELL

THROUGHOUT PHASE 1

WORK

JUDGES PARKING AND SECURITY

FENCE MUST BE KEPT

ACCESSIBLE AND OPERATIONAL

DURING THE PHASE 1 DEMO AND

CONSTRUCTION EFORTS

VESTIBULE TO BE PART

OF PHASE 1, TO ALLOW

MOVEMENT OF MAIL

DURING PHASE 2 WORK

WORK IN THIS AREA MUST

BE COORDINATED WITH

LOCAL AUTHORITIES FOR

PARTIAL STREET CLOSURE

Suite 300

Houston TX 77002

Tel: 713.844.0000

Fax: 713.844.0001

© 2015 Gensler

GenslerSketch Number

Project Project Number

Description

Prepared by

Issue/Rev

Drawing Scale Date

\\gensler.ad\projects\RevitUserModels\13684\Architectural_MON_027880000_13684.rvt

U.S. COURTHOUSE, CSP & COURT

COMPONENTS B&C

MONROE

DC 12/26/17

02.7880.010

P01P02

G

G

G

W

LIMITS

NEW PVMT

LIMITS

NEW PVMT

LIMITS

NEW PVMT

LIMITS

NEW PVMT

LIMITS

NEW PVMT

O C

°0

'5

.0

N 23°34'05" W 197.00'

°0

'5

.0

N 23°34'05" W 197.00'

S

T M

E

10" STM

4" D.S.

EXIST

3" D.S.

EXIST

SEWER MANHOLE

EXIST SANITARY

RAMP

UP

GRASS

6" D.S.

EXIST

M 3" D.S.

EXIST

A R

E A

W A

Y

G R

A S

S

S

ID

E W

A L

K

JACKSON STREET

GRASS

GRASS

.3

.4

.8

.2

.1

.5

.5

.0

.1

.2

.1

.4

.1

.3

.4

.6

.6

.7

.6

.3

.0

.9

.5

.7

.4

.5

.4

.9

.8

.4

.2

.7

.9

.8

.6

.1

.4

.5

.9

.1

.4

.1

.3

.3

.3

.7

.6

.6

.2

.7

.8

.5

.4

.6

.6

.8

.7

.6

.8

.3

.7

.6

.7

.6

.7

.6

.6

.7

.7

.7

.7

.7

.7

.7

.6

.7

.6

.1

.3

.4

.5

.5

.4

.2

.2

.0

.9

.9

0 7 .9

.9

.1

.2

.2

.4

.3

.5

.5

.6

.6

.7

.7

.7

.1

.8

.6

.7

.7

.5

.5

.6

.6

.7

.4

.1

.2

.8

.7

.2

.0

.4

.3

.7

.7

.2

.7

.5

.6

.9

.1

.0

.7

.8

.9

.7

.6

.7

.2

.6

.6

.3

.2

.9

.8

.6

.6

.7

.7

.4

.7

.6

.6

.7

.6

.7

.6

.5

.0

.6

.6

.6

.7

0 7 .7

.7

.5

.5

.6

.1

.5

.5

.0

.9

.9

.9

.3

.2

.3

.3

.1

.2

.2

.1

.6

.5

.6

.0

.6

.3

.3

.3

.0

.3

.0

.9

.2

.3

.3

.9

.8

.7

.2

.4

.4

.7

.5

.0

.0

.6

.7

.4

.4

.2

.3

.6

.4

.7

.6

.6

.4

.8

.2

.5

.5

.6

.8

.1

.0

.2

.5

.5

.6

.6

.6

.8

.3

.8

.3

.0

.8

.7

.0

.2

.8

.7

.8

.9

.6

.2

.3

.1

.2

.0

.0

.0

.0

.1

.2

.3

.2

.3

.2

.4

.3

.4

.4

.5

.1

.1

.4

.4

.0

.4

.3

.0

.0

.6

.1

.2

.4

.4

.6

.6

.8

.6

.6

.5

.3

.9

.3

.3

.6

.2

.7

.7

GATE

SLIDING

BOOTH

GUARD

SIDEWALK

AREAWAY

S I

D E

W A

L K

EXIST BUILDING

AREAWAY

AREAWAY

FLAGPOLE

W/ BLDG

CONNEXIST SS

ONE WAY ONE WAY

O N

E W

A Y

@ 1.00%

STM SWR

NEW 28 LF 6"

STM SWR @ 0.56%

NEW 10 LF 6"

RE: MEP

(TYP., 2)

TO NEW ROOF DRAINS

CONN NEW 6" STM SWR

(TYP.)

DRAIN CONNECTION

DETAIL OF AVADEK

REFER TO THIS SHEET FOR

SCALE: NTS

AVADEK DOWNSPOUT CONNECTION DETAIL

SWR DRAIN

6" PVC STM

90° ELBOW

ADAPTER

@ 1.04%

SDR 26 SAN SWR

NEW 50 LF 6"

RE: MEP

FL=±75.80

1-4"x8" REDUCER

CONN. TO BLDG

NEW SAN SWR

FL=76.69

CONN. EXIST MH

NEW SAN SWR

W/ THRUST BLOCK

NEW 90°ELBOW

C900 FIRE LINE

NEW 38 LF 6"

RE: NOTE 8

NEW 6" TS&V

PLATFORM

MAILING

EXIST

RE: MEP

ELEC GENERATOR

NEW CONNECTION TO

FF=82.30

AREA

DELIBERATION

NEW JURY

FF=79.80

PARKING GARAGE

NEW JUDGES

FF=82.30

AND PROCESSING AREA

NEW HOLDING CELLS

FF=79.80

RE: ARCH

ADA RAMP & STAIRS

NEW INTERIOR

FF=79.80

NEW SALLYPORT

SECURE MASONRY ENCLOSURE

NEW EMERGENCY GENERATOR AND

NEW TY A INLET

NEW JCT BOX

NEW JCT BOX

NEW JCT BOX

1-3"X6" INCREASER

EXIST D.S.

NEW EXTENSION OF

STM SWR @ 0.56%

NEW 113 LF 10"

STM SWR @ 0.56%

NEW 44 LF 10"

STM SWR @ 0.56%

NEW 70 LF 10"

NEW JCT BOX

JOINTS

W/ RESTRAINED

2-45°BENDS

NEW SAN SWR

@ 1.04%

SCH 40 SAN SWR

NEW 10 LF 6"

FL 6" (S) = 76.80

FL 2" FM (N) = 77.00

RIM = 79.60

NEW SAN SWR MH

2.200 FOR DTL

M (W) = 77.75

6" (S) = 75.25

RIM = 79.25

R LIFT STATION

SWR FORCE MAIN

PVC SCH 40 SAN

NEW 117 LF 2"

RE: NOTE 9 & 10

MATCH EXIST FL

NEW 10" STM (E)

EX 10" STM (W)

EX 6" D.S. (NW)

TO EXIST STM SWR

NEW JCT BOX CONN.

WYE

NEW 6"X8"X8"

1-3"X6" INCREASER

EXIST D.S.

NEW EXTENSION OF

NEW 6" D.S.

@ 1.00%

STM SWR

NEW 27 LF 6"

NEW 6" D.S. 1-3"X6" INCREASER

EXIST D.S.

NEW EXTENSION OF

(TYP) (3 EA)

NEW 6"X10"X10" WYE

STM SWR @ 0.56%

NEW 20 LF 10"

STM SWR @ 0.56%

NEW 56 LF 10"

NEW 6"X10"X10" WYE

EXIST 6" D.S.

NEW EXTENSION OF

3" DOWN SPOUT

CONNECT TO EXIST

NEW 3"X10"X10" WYE

NEW JCT BOX

STM SWR @ 0.56%

NEW 13 LF 10"

STM SWR @ 0.75%

NEW 29 LF 8"

NEW 6" D.S.

RE: MEP

ELEC CONDUIT

NEW 258 LF

RE: MEP

PULL BOX

CONDUIT

NEW ELEC

C900 FIRE LINE

NEW 30 LF 6"

BASEMENT

CONN TO BLDG

NEW 6" FIRE LINE

(TYP., 2)

TO NEW 10" STORM SEWER

CONN ROOF DRAIN LINE

(TYP., 2)

NEW 6" D.S.

@ 1.00%

STM SWR

NEW 40 LF 6"

(TYP.)

DRAIN CONNECTION

DETAIL OF AVADEK

REFER TO THIS SHEET FOR

FOR DETAILS

VAULT; RE: SHT C02.200

ASSEMBLY WITH HEATED

BACK FLOW PREVENTER

NEW 6" ABOVE-GROUND

(TYP., 3)

TO NEW 10" STORM SEWER

CONN 4" ROOF DRAIN LINE

RE: MEP

BLDG

TO EXIST

PROP CONN

PHASE 2B WORK AREA AND FENCE

- THICK LINE INDICATES FENCE OR

BARRIER LOCATION, SHADED AREA

INDICATES PROPOSED AREA OF

WORK.

PHASE 2A WORK AREA AND FENCE

SHADED AREA INDICATES

PROPOSED AREA OF WORK. WORK

IN THIS AREA IS A PRIORITY AND

SHOULD BE COMPLETED AND

HANDED OVER AS SOON AS

POSSIBLE FOR USE BY THE

TENANT

DURING PHASE 2A WORK,

JUDGES WILL PARK IN THIS

AREA

PHASE 2A JUDGES

ACCESS - this will only be in use during Phase 2A

Suite 300

Houston TX 77002

Tel: 713.844.0000

Fax: 713.844.0001

© 2015 Gensler

GenslerSketch Number

Project Project Number

Description

Prepared by

Issue/Rev

Drawing Scale Date

\\gensler.ad\projects\RevitUserModels\13684\Architectural_MON_027880000_13684.rvt

U.S. COURTHOUSE, CSP & COURT

COMPONENTS B&C

MONROE

DC 12/26/17

02.7880.010

P01P03

U P

UP

D N

U P

A H

B C F GC.5 D E E.4B.5

EXISTING HWS&R PIPING TO REMAIN.

DEMOLISH EXISTING OUTDOOR AIR

DUCTWORK AND LOUVER. PREPARE AREA TO

RECEIVE REPLACEMENT DUCTWORK AND

LOUVER. DEMO AND WALL SECTION

COVERING WINDOW AREA.

(e)AHU-1

(E)CH-2

(E)CH-1

COORDINATE LEVEL OF DUCTWORK

DEMOLITION FROM AHU-1 WITH

RENOVATION DRAWINGS

7 7

DEMO EXHAUST FAN AND

ASSOCATED DUCTWORK AND

CONTROLS

(e)AHU-3

(e)AHU-2

EXISTING CHWS&R PIPING TO REMAIN.

(E)B-2(E)B-1

EXISTING ZONE 2B TO BE SHUT DOWN.

REBALANCE AIR HANDLER TO ACCOMODATE

LESSER CFM

DEMO DUCTWORK BACK TO AIR HANDLER

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

Mechanical Demolition - BASEMENT

PHASE 1A - FOUNDATION WORK AND

NEW COLUMNS/BEAMS NED TO BE

COMPLETED PRIOR TO PHASE 1

INTERIOR WORK COMMENCING

PHASE 1 AREA HATCHED AREA

INDICATES PRIMARY AREA OF WORK.

ALL PLUMBING PIPING WORK

OUTSIDE THESE AREAS NEEDS TO BE

COORDINATED WITH TENANTS TO

ENSURE LIMITED DISTURBANCE

SOLID LINES INDICATE EXISTING

SOLID WALL CONSTRUCTION

BARRIERS, DASHED LINES

INDICATE TEMPORARY BARRIERS

NEW PIPING AND AS MUCH

DUCTWORK AS POSSIBLE SHOULD

BE INSTALLED PRIOR TO DEMO OF

EXISTING COOLING/BOILER

EQUIPMENT TO LIMIT NEED FOR

TEMPORARAY HEATING/COOLING

ALL UPPER FLOORS MUST BE ON

TEMPORARY COOLING OR

HEATING DURING THE DEMO AND

REPLACMENT OF THE

CHILLERS/BOILERS, AND THE

HVAC EQUIPMENT

Suite 300

Houston TX 77002

Tel: 713.844.0000

Fax: 713.844.0001

© 2015 Gensler

GenslerSketch Number

Project Project Number

Description

Prepared by

Issue/Rev

Drawing Scale Date

\\gensler.ad\projects\RevitUserModels\13684\Architectural_MON_027880000_13684.rvt

U.S. COURTHOUSE, CSP & COURT

COMPONENTS B&C

MONROE

DC 12/26/17

02.7880.010

P01P04

DN

UP

UP

A

JURY

ASSEMBLY

ATTORNEY /

WITNESS

ATTORNEY /

WITNESS

CSO

COMMAND

RM

MAIL ROOM

JURY

DELIBERATION

PUBLIC

WOMENS

TOILETS

PUBLIC

MENS

TOILETS

JUDGES

PARKING

GARAGE

SOUND

LOCK

HOLDING

CELL

USMS

PRISONER

VEHICLE

SALLYPORT

WORK/MAIL

AREA

EXISTING

MAILING

PLATFORM

D.1 D.9

A04.100

A04.1002

BOND

SALYPORT

INTERVIEW

VAULT/STORE

RESTROOM

PROCESSING

HOLDING

CELL

ISOLATION

CELL

WOMEN

MEN

VESTIBULE

TOILET

105A

JUDGE

ROBING /

BANKRUPTCY

JUDGE'S

CHAMBERS

PRISONER

PROPERTY

139 SECURE

STORAGE

SQUAD

ROOM /

GALLEY

GUN

CONTROL

CORRIDOR

106A

USMS

PUBLIC

RECEPTION

SECURE

CORRIDOR

SALLYPORT

SDUSM

STORAGE

CORRIDOR

107A

________________9 A02.302

________________4 A02.302

________________11 A02.302

________________16 A02.301

________________1 A02.301

A04.100

COURTROOM

A05.101

Security/Reception

SHAFT

A05.101

A05.101

SALLYPORT

________________1 A02.302

________________8 A02.303

A

LI

G N

IT

A

LI

G N

F 103

CORR

SALLYPORT

F 103

F 103

CORR

103CORR

EI M14

EI 107

111A

EI M14

A 107

107A A 107

A M12

110A A M12

F 107

CORR

100B

A07.10416

FEC

FEC

A07.1056

A07.105 5

D.11

1.2

2.9

A07.106

A07.106

141A R 002

141B R 002

VESTIBULE

110A

INTERVIEW

VESTIBULE

IT CLOS

________________4 A02.301

A07.105 15

A04.100 5

________________1 A02.304

102C D 107

D.6

D.5

D.10

D.4

D.12

A07.107

MAIN LOBBY

100A

________________3 A02.304

AA

A06.100

________________2 A02.304

A06.101

A06.101

________________03 A09.103

________________02 A09.103

________________05 A09.103

A06.100

________________11 A09.102

________________02 A09.103

SIM

EXISTING

GSA

A05.101

ELEVATOR

F 003

106A

F 114

S002 A 111

S001 A 111

S 108

M4/5M05

DM01.101

BAY A

B

C

D E F G H I J K L

M

NOPQ

15 14 21

44 45

PHASE 1 WORK AREA. SHADED

AREA INDICATES PROPOSED AREA

OF WORK.

SOLID LINE INDICATES EXISTING WALL

CONSTRUCTION BARRIER, DASHED LINE

INDICATES TEMPORARY CONSTRUCTION

BARRIER

PHASE 1A - NEW COLUMNS/BEAMS NED

TO BE COMPLETED PRIOR TO PHASE 1

INTERIOR WORK COMMENCING

Suite 300

Houston TX 77002

Tel: 713.844.0000

Fax: 713.844.0001

© 2015 Gensler

GenslerSketch Number

Project Project Number

Description

Prepared by

Issue/Rev

Drawing Scale Date

\\gensler.ad\projects\RevitUserModels\13684\Architectural_MON_027880000_13684.rvt

U.S. COURTHOUSE, CSP & COURT

COMPONENTS B&C

MONROE

DC 12/26/17

02.7880.010

P01P05

DN

UP

UP

A

JURY

ASSEMBLY

ATTORNEY /

WITNESS

ATTORNEY /

WITNESS

CSO

COMMAND

RM

MAIL ROOM

JURY

DELIBERATION

PUBLIC

WOMENS

TOILETS

PUBLIC

MENS

TOILETS

JUDGES

PARKING

GARAGE

SOUND

LOCK

HOLDING

CELL

USMS

PRISONER

VEHICLE

SALLYPORT

WORK/MAIL

AREA

EXISTING

MAILING

PLATFORM

D.1 D.9

A04.100

A04.1002

BOND

SALYPORT

INTERVIEW

VAULT/STORE

RESTROOM

PROCESSING

HOLDING

CELL

ISOLATION

CELL

WOMEN

MEN

VESTIBULE

TOILET

105A

JUDGE

ROBING /

BANKRUPTCY

JUDGE'S

CHAMBERS

PRISONER

PROPERTY

139 SECURE

STORAGE

SQUAD

ROOM /

GALLEY

GUN

CONTROL

CORRIDOR

106A

USMS

PUBLIC

RECEPTION

SECURE

CORRIDOR

SALLYPORT

SDUSM

STORAGE

CORRIDOR

107A

________________9 A02.302

________________4 A02.302

________________11 A02.302

________________16 A02.301

________________1 A02.301

A04.100

COURTROOM

A05.101

Security/Reception

SHAFT

A05.101

A05.101

SALLYPORT

________________1 A02.302

________________8 A02.303

A

LI

G N

IT

A

LI

G N

F 103

CORR

SALLYPORT

F 103

F 103

CORR

103CORR

EI M14

EI 107

111A

EI M14

A 107

107A A 107

A M12

110A A M12

F 107

CORR

100B

A07.10416

FEC

FEC

A07.1056

A07.105 5

D.11

A07.106

A07.106

141A R 002

141B R 002

VESTIBULE

110A

INTERVIEW

VESTIBULE

IT CLOS

________________4 A02.301

A07.105 15

A04.100 5

________________1 A02.304

102C D 107

D.12

A07.107

MAIN LOBBY

100A

________________3 A02.3046

A06.100

________________2 A02.304

A06.101

A06.101

________________03 A09.103

________________02 A09.103

________________05 A09.103

A06.100

________________11 A09.102

________________02 A09.103

SIM

EXISTING

GSA

A05.101

ELEVATOR

F 003

106A

F 114

S002 A 111

S001 A 111

S 108

M4/5M05

DM01.101

BAY A

B

C

D E F G H I J K L

M

NOPQ

15 14 21

44 45

PHASE 2A WORK AREA - SHADED

AREA INDICATES PROPOSED AREA

OF WORK.

PHASE 2B WORK AREA - SHADED

AREA INDICATES PROPOSED AREA

OF WORK.

PHASE 2A JUDGES ACCESS -

this will only be in use during Phase 2A

Suite 300

Houston TX 77002

Tel: 713.844.0000

Fax: 713.844.0001

© 2015 Gensler

GenslerSketch Number

Project Project Number

Description

Prepared by

Issue/Rev

Drawing Scale Date

\\gensler.ad\projects\RevitUserModels\13684\Architectural_MON_027880000_13684.rvt

U.S. COURTHOUSE, CSP & COURT

COMPONENTS B&C

MONROE

DC 12/26/17

02.7880.010

P01P06

UP

DN

DN

D W N

U P

UP

UP

UP

U P

D W N

U P

UP

UP

UP

U P

26 26

PHASE 2 WORK AREA - DEMO IN THIS

AREA CANNOT COMMENCE UNTIL

USMS HAS RELOCATED TO NEW

LEVEL 1 FACILITIES

BELOW SLAB PLUMBING DEMOLITION MUST BE

COORDINATED WITH TENANTS AND CAN ONLY

OCCUR WHEN COURT IS NOT IN SESSION (THIS

AFFECTS THE JURY ASSEMBLY ROOM BELOW)

Suite 300

Houston TX 77002

Tel: 713.844.0000

Fax: 713.844.0001

© 2015 Gensler

GenslerSketch Number

Project Project Number

Description

Prepared by

Issue/Rev

Drawing Scale Date

\\gensler.ad\projects\RevitUserModels\13684\Architectural_MON_027880000_13684.rvt

U.S. COURTHOUSE, CSP & COURT

COMPONENTS B&C

MONROE

DC 12/26/17

02.7880.010

P01P07

DN

DN

D W N

UP

UP

D W N

UP

UP

A H

B C F G

LIGHT

WELL UNISEX

UNISEX

MEN

A04.2

E.10

A05.101

L 106

1.2

2.9

A C

CORRIDOR

H O

L D

A04.100 5

D.6

D.5

D.10

D.4

C.5 D E E.4

AA

B.5

________________06 A09.103

26 32

PHASE 2 WORK AREA - ALL

WORK IN THIS AREA

REQUIRES CONCURRENT

ACCESS, AND MUST BE

COORDINATED AROUND

CURRENT TENANT ACCESS

Suite 300

Houston TX 77002

Tel: 713.844.0000

Fax: 713.844.0001

© 2015 Gensler

GenslerSketch Number

Project Project Number

Description

Prepared by

Issue/Rev

Drawing Scale Date

\\gensler.ad\projects\RevitUserModels\13684\Architectural_MON_027880000_13684.rvt

U.S. COURTHOUSE, CSP & COURT

COMPONENTS B&C

MONROE

DC 12/26/17

02.7880.010

P01P08

UP

A H

B C F G

E.10

D.11

1.2

2.9

D.6

D.5

D.10

D.4

C.5 D E E.4

D.12

________________1 A02.204

AA

J.7 J.8

B.5

1/4" / 1'-0"

1/4" / 1'-0"

/4

'-0

/4

'-0

AVADEK ALUMINUM ROOF, FRAME AND

GUTTER, COORDINATE DRAINAGE COLUMN

LOCATIONS WITH DRAIN LINE SLEEVE IN

CONCRETE WALL OR SLAB BELOW

AVADEK ALUMINUM ROOF AND GUTTER.

COORDINATE DRAIN STUB FROM GUTTER

WITH LOCATION OF VERTICAL DOWNSPOUTS

IN THE ENLARGED PLANS AND DETAILS

ROOF HATCH

3'

3/

4" 9'

3/ 8"

3' - 1 1/2" 21' - 11 3/4"

/4

'-0

/4

'-0

/4

'-0

/4

'-0

1/4" / 1'-0" 1/4" / 1'-0" 1/4" / 1'-0" 1/4" / 1'-0"

SLOPE

SLOPE

S L O

P E

S L O

P E

S L O

P E

S L O

P E

SLOPE SLOPE SLOPE SLOPE

S L O

P E

S L O

P E

JUDGE'S

PARKING GARAGE

EXISTING LOADING

DOCK CANOPY

(NOT VISIBLE IN VIEW)

02 PREMANUFACTURED ALUMINU

COVER SYSTEM COMPLETE W

DRAINAGE SYSTEM

03 SBS MEMBRANE ROOF SYSTEM

CONT. RIGID INSULATION, OVE

(RE: STRUCT.)

04 EXISTING ELEVATOR PENTHOU

DECK, NEW ROOF SYSTEM OV

INSULATION, EXISTING SCUPP

REMAIN, NEW TAPERED INSUL

MATCH EXISTING LOCATION

05 NEW MECHANICAL EQUIPMENT

06 EXISTING ROOF SCUPPER TO

REPLACE FLASHING WITH NEW

SYSTEM DETAILS, MUST COMP

ROOFING MANUFACTURERS R

SCUPPER PENETRATION DETA

07 EXISTING ROOF DRAIN TO BE R

NEW OVERFLOE DRAIN TO BE

INCORPORATED

08 NEW ROOF DRAIN AND OVERF

PHASE 1 WORK AREA -

ALL INFRASTRUCTURE FOR THESE SYSTEMS

NEEDS TO BE IN PLACE PRIOR TO DEMO OF

EXISTING SYSTEMS TO MINIMIZE DOWN TIME -

ALL WORK DURING DEMO AND NEW

CONSTRUCTION MUST BE COORDINATED WITH

TENANTS. TEMPORARY COOLING MUST BE

PROVIDED DURING SYSTEM REPLACEMENT

PHASE 2A WORK AREA

PHASE 2B WORK AREA