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2 08-01-2014 AMENDMENT NO. 8
812014
GENERAL SERVICE ADMINISTRATION
LAREDO CONVENT
U.S. PORT OF ENTRY
MARK DATE DESCRIPTION
G 1 023
G 1 024
G 1 025
C
6.5
A301
A202 6
A201 2
A302
A301
36' - 0" 35' - 2"
6' - 0"
6' - 0"
2' - 4"
6' - 2"
3' - 6"
6' - 0"
2' - 2"
5' - 4"
6' - 0"
3' - 0"
21' - 2 1/2"
T.A.B.C. BOOTH.
REFER TO
7/POV-AB-01 FOR
CONSTRUCTION
INSTRUCTIONS
6' - 0"
10' - 0"
2' - 2"
6' - 0"
5' - 0"
6' - 0"
4' - 0" 2' - 2"
6' - 0"
8' - 0"
2' - 2"
3' - 0"
6' - 0"
5' - 4"
2' - 2"6' - 0"
3' - 6"
INSPECTION BAY
T O
O L
S T
O R
A G
E
AIR COMP. (N.I.C.)
L
IN
E O
F S
E C
O N
D A
R Y
C A
N O
P Y
L
IN
E O
F S
E C
O N
D A
R Y
C A
N O
P Y
L
IN
E O
F S
E C
O N
D A
R Y
C A
N O
P Y
A300
A302
DCACB
C1C1
C2
C3
C4
C5
A302
A301
B
26' - 0"
14' - 4"
11' - 8"
14' - 4"
11' - 8"
5'
0"
20' - 6"
5'
0"
2'
6"
2'
6"
2'
6"
2'
6"
5'
0"
2'
6"
2'
6"
4' - 10"
8' - 8"
13' - 6"
/2
5'
0"
2'
6"
2'
6"
5'
0"
2'
6"
2'
6"
5'
0"
6'
1/
2"
2'
5'
0"
2'
6"
2'
6"
2'
6"
2'
6"
18' - 8" 2' - 4" 22' - 8"
/2
3' - 4" 3' - 2" 11' - 6" 2' - 0" 4' - 6" 11' - 6" 6' - 6" 11' - 6" 2' - 0" 4' - 6" 11' - 6" 6' - 6"
36' - 0" 17' - 2"
/4
/4
/2
/2
8' - 1 1/4" 4' - 6 3/4"
NEW CAST. IN PLACE CONC. WALL
19' - 6 1/4"
S.S. INSPECTION
TABLE
S.S. INSPECTION
TABLE
S.S. INSPECTION
TABLE
21' - 7 1/2" 21' - 7 1/2"
AD200
A102
A102
A102
A201
A302
S.S. INSPECTION
TABLE
A501
HT. CHANGES THIS PORTION OF WALL - REF.: ARCH. AND STRUCTURAL SECTIONS AND ELEVATIONS THIS AREA
60' - 6" 9' - 7" 11' - 4 1/4"
NEW 81' - 5 1/4" CONC. RETAINING WALL REF.: STRUCTURAL DWG.
28' - 11"
82' - 1"
N E
W
/4
C
O N
C
R E
T A
IN
IN
G W
A L
L R
E F
S
T R
U C
T U
R A
L D
W G
REFER DTL
7/S3.03 FOR
RETAINING WALL
DRAINAGE &
BACK FILL
REFER DTL
7/S3.03 FOR
RETAINING WALL
DRAINAGE &
BACK FILL
ZARAGOZA AVE.EXISTING BRICK
PAVEMENT TO REMAIN.
N E
W C
A S
T
IN
P
L A
C E
C O
N C
W
A L
L
ATS MAIN
SWITCH
6" O.D. STEEL
BOLLARD -
CONC. FILLED.
REF.: CIVIL
DWG.
NEW TRENCH DRAIN
- REF.: CIVIL DWG
9' - 8 1/2" 11' - 3 1/2" 3' - 0"
R 2' - 6"
R
NEW CONC.
CURB. REF.:
CIVIL
NEW CONC.
PAVEMENT.
REF.: CIVIL
PORT RUNNER
TIRE SHEDDER
NEW
BARRIERS
N.I.C.
TYP. 6" O.D.
CONC. FILLED
BOLLARD. REF.:
CIVIL DWG.
TYP. 6" O.D.
CONC. FILLED
BOLLARD. REF.:
CIVIL DWG.
REMOVABLE
BOLLARDS. REF.
CIVIL DWG.
PURSUIT VEHICLE
VEHICLE DIRECTED
TO SECONDARY
NEW CONC.
PAVEMENT.
REF.: CIVIL
NEW CONC.
PAVEMENT.
REF.: CIVIL
STEEL ISLAND
CURB DETAIL
REF.: CIVILD
DWG.
TYP. 6" O.D.
CONC. FILLED
BOLLARD. REF.:
CIVIL DWG.
NEW
TRENCH
DRAIN - REF.:
CIVIL DWG
TYP. TIRE
SHEDDER
1' - 10"
1' - 10"
24"x24" CONC.
COLUMN. REF.:
STRUCTURAL
DWG.
24"x24" CONC.
COLUMN. REF.:
STRUCTURAL DWG.
24"x24" CONC.
COLUMN. REF.:
STRUCTURAL
DWG.
24"x24" CONC.
COLUMN. REF.:
STRUCTURAL DWG.
NEW PLANTING
THIS AREA - REF.:
LANDSCAPE DWG.
/4
NEW PLANTING @
THE BOTTOM OF ALL
THE NEW GREEN
WALL SYSTEM ON
THE STREET SIDE.
REF.: LANDSCAPE
DWG.
NEW PLANTING @ THE
BOTTOM OF ALL THE NEW
GREEN WALL SYSTEM ON
THE STREET SIDE. REF.:
LANDSCAPE DWG.
NEW 6"x24" CONC.
COLUM. REF.:
STRUCTURAL DWG.
NEW PRE-CAST CONC.
PAVERS. REF.:
ARCHITECTURAL AND
LANSCAPE DWG.
18' - 6"2' - 0"
NEW 6"x24" CONC.
COLUM. REF.:
STRUCTURAL DWG.
NEW PRE-CAST
CONC. PAVERS.
REF.:
ARCHITECTURAL
AND LANSCAPE
DWG.
NEW CONC.
PAVEMENT.
REF.: CIVIL
NEW PAVEMENT
MARKINGS - REF.
CIVIL DWG.
NEW PAVEMENT
MARKINGS - REF.
CIVIL DWG.
NEW LOUVERED SCREEN
FENCE. REFER TO SPEC.
SECTION 089200
8" CMU
SEPERATION WALL
EMERG. EYEWASH/
SHOWER STN.
S.S. COUNTER TOP W/
SINK & 5HP DISP
BIKE RACK
D.F.
NEW 6" CONC.
RETAINING WALL.
A501 8
8' - 0"
10' - 0"
3' - 0"
5' - 0"
A500
EXTENSION LIGHT. MOUNT ON COLUMN
@ HEIGHT PER CBP INSTRUCTION. (1) @
EA. SECONDARY BAY. (6) TOTAL
C
A202
A202 5
A202
A202
A303
A303
A303
18' - 0" 18' - 0" 18' - 0" 18' - 0" 7' - 7"
12' - 8"6' - 6"11' - 6"6' - 6"11' - 6"6' - 6"11' - 6"6' - 6"11' - 6"3' - 2"
1' - 10"
/4
/2
A303
2' - 0" 4' - 6" 2' - 0" 4' - 6"
LINE OF
SECONDARY
CANOPY
POV LANE 1 POV LANE 2 POV LANE 3 POV LANE 4
B
IC
Y C
L E
L A
N E
L
IN
E O
F P
E D
E S
T R
IA
N
C A
N O
P Y
O
V E
R H
E A
D
30' - 0"
R
A M
P
L A
N D
IN
G
R
A M
P
L A
N D
IN
G
R
A M
P
A300
DCACB
C5
C6
C7
C8
C9C9
C10C11C12C13 4' - 0" 38' - 0" 26' - 10" 26' - 10" 8' - 0"
397.00'
403.00'
401.00'
399.00'
394.50'
B.R. PHOTOCROMATIC
GLASS PANEL @
WEST WALL OF
BOOTH NO. 1 ONLY
REFER TO GLAZING
SPECIFICATION
2' - 0"
2' - 0" 18' - 6"
91' - 8"
36' - 0" 17' - 2" 18' - 0"
10' - 11"
NEW CAST IN
PLACE
CONCRETE
TRENCH -
REF.: POV-AL-
02 DWG.
"3
PEDESTRIAN
PROCESSING
ENTRANCE
403.00'
NEW
LOGGIA
24"x24" CONC.
COLUMN. REF.:
STRUCTURAL
DWG.
LINE OF PRE-PRIMARY CANOPY - OVERHEAD
LINE OF PEDESTRIAN
CANOPY - OVERHEAD
LINE OF PRE-PRIMARY CANOPY - OVERHEAD
LINE OF PRE-PRIMARY CANOPY - OVERHEAD
NEW
ORNAMENTAL
GUARDRAIL
NEW LOGGIA
REF.: ARCH.
FIRST FLOOR
PLAN
NEW
PLANTING
THIS AREA -
REF.:
LANDSCAPE
DWG.
18"x18" CONC.
COLUMN. REF.:
STRUCTURAL DWG.
NEW
PLANTING
THIS AREA -
REF.:
LANDSCAPE
DWG.
18"x18" CONC. COLUMN.
REF.: STRUCTURAL DWG.
NEW CONC.
PAVEMENT. REF.:
CIVIL
NEW CONC.
PAVEMENT.
REF.: CIVIL
NEW PAVEMENT
MARKING. REF.:
CIVIL DWG
CONT. 1 1/2" S.S.
HANDRAIL
CONT. 1 1/2" S.S. HANDRAIL
CONT. 1 1/2"
S.S. HANDRAIL
RAMP UP 1:12
R A
M P
U P
:1
R
A M
P U
P
:1
R A
M P
U P
:1
A303
/4
/4
TIRE SHREDDER/
TRAFFIC LIGHT
NEW
ORNAMENTAL
FENCING
A3
NEW
CONC.
CURB
6" GATE
RECEIVER
POST
NEW PLANTING
THIS AREA, REF:.
LANDSCAPE
2' - 2" 2' - 2" 2' - 2" 2' - 2"
CONT. 1 1/2"
S.S.
HANDRAIL
30"x30"
CONC.
PAVERS
30"x30"
CONC.
PAVERS
30"x30"
CONC.
PAVERS
30"x30"
CONC.
PAVERS
30"x30"
CONC.PAVERS
A5
A8
A6
A15
A3
A1A1
A1 A1 A1
ORNAMENTAL
METAL FENCING.
REFER TO SPEC.
SECTION 055000
ORNAMENTAL
METAL FENCING.
REFER TO SPEC.
SECTION 055000
E .J
NEW CONC.
PAVING/CURB
EXIST. CONC.
PAVING TO
REMAIN
5' - 0"
EXIST. CANOPY & COLUMN
SUPPORTS TO REMAIN
EXIST. CONC. WALK &
CURB TO REMAIN
NEW TRENCH
DRAIN, REFER
TO CIVIL SHT'S.
N E
W P
A V
IN
G
R E
C
IV
IL
S H
T 'S
E X
IS
T P
A V
IN
G
T O
R E
M A
IN
R
E
C
IV
IL
S
H T 'S
A107
A10711
POVAB01
A500
2' - 6 1/8"
6' - 5" 1' - 0"
A9
A11
A6
A7 A5
A11
A3
A11
A4
A13
A14
A6
A16
A5
STAND TO STAND
12' - 6"
CURB TO CURB
11' - 6"
6" GATE
RECEIVER
POST
A2
/2
A3
A3
A4
A304
A304
KEYNOTES AT
THIS LANE ARE
TYPICAL AT ALL
POV LANES
KEYNOTES:
BID OPTION #1: ADD PRE-PRIMARY
CANOPY. REFER TO OPTIONS SPEC.
SECTION FOR FURTHER INFORMATION.
A1
A2
A3
NEW LANE CRASH BARRIER
RE: POV-AT-01
6" DIA. CONC. FILLED BOLLARD - 36" HIGH -
PAINT
A4
6" DIA. CONC. FILLED BOLLARD - 96" HIGH -
PAINT
TRAFFIC LIGHT
RE: POV-AL-03
ARM GATE
RE: POV-AL-03
R.F.I.D. BY OWNER
BOLLARD BY GENERAL CONTRACTOR
STATUTORY SIGNAGE ON 4" DIA. CONC.
FILLED BOLLARD - 36" HIGH - PAINT
BARRIER GATE
RE: POV-AT-01
A5
A6
A7
A8
A9
A10
A11
TRAFFIC GATE & VEHICLE DETECTOR
A12
A13
6" DIA. WHTI BOLLARD PROVIDED BY
G.C. RE: POV-AL-02 - PAINT
6" DIA. WHTI BOLLARD PROVIDED BY
G.C. RE: POV-AL-02 - PAINT
RADIATION PORTAL MONITOR (RPM) BY OWNER,
INSTALLED BY G.C. Re: 'X' SERIES DWGS.
NEW INSPECTION BOOTH
RE: 1/POV-AB-01
A14
NEW TRENCH DRAIN
RE: CIVIL DWGS FOR FULL EXTENT & DETAILS
A15
TIRE SHREDDERA16
SENSITIVE BUT UNCLASSIFIED (SBU) PROPERTY OF THE UNITED STATES GOVERNMENT FOR OFFICIAL USE ONLY Do not remove this notice Properly destroy or return documents when no longer needed
GENERAL SERVICE ADMINISTRATION
LAREDO CONVENT
U.S. PORT OF ENTRY
2 0 1 S O U T H U P P E R B R O A D W A Y, C O R P U S C H R I S T I, T E X A S 78401
C E
R T
IF
IC
A T
IO
N
S K
E Y
P L
A N
MARK DATE DESCRIPTION
R E
V
IS
IO
N
N O
T E
S G
R A
P H
IC
S
C A
L E
C O
N T
R A
C T
O R
S B
U
IL
D
IN
G P
R O
J E
C T
D R
A W
IN
G
A/E CON. NO.
A/E TASK NO.
CONS. CONTR.
CONS. WORK
PRIME A/E
SUB A/E
CONSTR. CON.
NAME
ADDRESS
BUILDING NO.
OTHER
BUILDING NOs.
FACILITY CODE
PROJECT
TITLE
PROJECT
DESCRIPTION
PROJECT NO.
GSA PM
SUBMISSION
SUB. DATE
DRAWING TITLE
FILE NAME
FLOOR NO.
DRAWN BY
CHECKED BY
DRAWING NO.
DISCIPLINE SHEET TYPE SEQUENCE
GS-07P-07-HH-D-0083
GS-P-07-12-HH-5050
RICHTER ARCHITECTS
LAREDO CONVENT PORT OF ENTRY
LAREDO CONVENT
U.S. PORT OF ENTRY
PORT OF ENTRY
AT LAREDO CONVENT
NTX00007
RAUL MORENO
100% BID DOCUMENTS SUBMISSION
SCALE:
DATE DRAFTED: 05/21/14
SHEET SIZE: 34 x 44
LAREDO-CONVENT.RVT
CONVENT STREET
LAREDO, TEXAS
05/23/2014
TX0116CV
As indicated
ENLARGED SITE PLANS
LMG
SC
A101 078A 1
1/8" = 1'-0"
ENLARGED SITE - SECONDARY
1/8" = 1'-0"
ENLARGED SITE - PRE-PRIMARY/POV INSPECTION
1 07-24-2014 AMENDMENT NO. 5
C1
A301
INSPECTION BAY
TOOL STORAGE
AIR COMP. (N.I.C.)
A301
A300
162A
C
CA
C1
A301
162B
F E
N E
W A
R C
H
IT
E C
T U
R A
L C
O N
C W
A L
L
R E
F S
T R
U C
T U
R A
L D
W G
3' - 0"
OVERHEAD DOOR OPENING
12' - 0" 4' - 6 1/4"
D R
O P
E N
IN
G
O V
E R
H E
A D
D O
O R
O P
E N
IN
G
RELOCATED
EXIST.
TIRE
CHANGER
S T
A
IN
L E
S S
S T
E E
L W
O R
K B
E N
C H
S .S
B
A G
G A
G E
IN
S
P E
C T
IO
N
T A
B L
E
TEMP. FLUID
STORAGE
CONTAINER
N.I.C.
D.F.
EMERGENCY
EYEWASH/
SHOWER STN.
SINK
RELOCATED VEHICLE LIFT
PROVIDED BY OWNER
INSTALLED BY GENERAL
CONTRACTOR.
18" DEEP ADJ.
MTL. SHELVING
FD
10" 4"
2' - 4" 4" 4"
ATS
MAIN SWITCH
NEW CONCRETE SLAB REF. STRUCTURAL DWG
26' - 3 3/4"
NEW CONC. RETAINING WALL - REF. STRUCTURAL DWG
20' - 11 1/4"
404'
A201
A501
ROOF DRAIN PIPE
CHASE. CONNECT
TO STORM WATER
COLLECTION
SYSTEM BELOW
N E
W A
R C
H
IT
E C
T U
R A
L C
O N
C R
E T
A
IN
IN
G
W A
L L
R
E F
S
T R
U C
T U
R A
L D
W G
NEW ARCHITECTURAL CONC. WALL - REF. STRUCTURAL DWG
19' - 6"
6" 4' - 0" 2' - 8"
1' - 6"
NEW
OVERHEAD
DOORS
CONT. RETAINING WALL, REF.:
ARCHITECTURAL & STRUCTURAL DWG.
HT. CHANGES THIS AREA
R E
F S
T R
U C
T U
R A
L D
W G
N E
W C
O N
C R
E T
E
S L
A B
3' - 4"
SECONDARY
CANOPY OVERHEAD
SECONDARY
CANOPY OVERHEAD
NEW CONC.
COLUMN REF.:
STRUCTURAL DWG
NEW STEEL
ISLAND CURB.
REF.: CIVIL DWG
NEW CONCRETE
PAVEMENT REF.:
CIVIL DWG.
E.J.
CONC/PAVING E.J.
E.J.
6" O.D. STEEL
BOLLARD. REF.:
CIVIL DWG.
REFER DETAIL
7/S3.03 FOR
RETAINING WALL
DRAINAGE AND
BACKFILL
REFER DETAIL 7/S3.03 FOR
RETAINING WALL DRAINAGE
AND BACKFILL
ARCHITECTURAL
CONCRETE
9' - 7" 11' - 4 1/4"
5 1/4"
1' - 0"
1' - 0" 18' - 6 1/4"
NEW LOUVERED SCREEN
FENCE. REFER TO SPEC.
SECTION 089200
8" FULLY GROUTED CMU
SEPERATION WALL
A505
6" O.D. STEEL BOLLARD.
REF.: CIVIL DWG.
ICE MAKER
HOOKUP
LOCATION
RELOCATED
EXIST. AIR
COMPRESSOR
750 KW
GENERATOR WITH
1500 GALLON
BELLY TANK AND
ENCLOSURE
BOD = CUMMINS
QST30
260 x 98 x 145
35,304 LBS
EXIST.
COOLING
TOWER
125 TONS
EVAPCO
144x52x127
4,900 LBS
DISTRIBUTION
SWITCHES
4000 GALLON
SUPPLEMENTAL
FUEL TANK
BOD - CONVAULT
146 x 96 x 105
40,000 LBS EMPTY
68,600 LBS FULL
400.00'
394.00'
22' - 10 3/8"3' - 6"
3' - 2" 8' - 2 3/8"
/8
8' - 0"
/2
C O
N C
R E
T E
P L A
N T
E R
(F O
R B
A M
B O
O
R E
F E
R T
O L
S
3' - 0"6"
3'x4' CISTERN
ACCESS HATCH
NEW GALV.
STEEL
GUARDRAIL -
PAINTED
NEW GALVANIZED STEEL
GUARDRAIL - PAINTED
4' - 3"
NEW GALV. STEEL
GUARDRAIL - PTND.
3' - 6"
IRRIGATION
PRESSURE TANK
MOUNTED TOP OF
CISTERN BELOW
COOLING TOWER
/4
3' - 4" 4' - 1"
CISTERN OVERFLOW10
A102
A102
A102
A102
A102
A102
REMOTE FUEL FILL
PORT BENEATH SHIP
LADDER
HOT DIP GALV.
STEEL SHIP LADDER
A102
CISTERN VENT
BENEATH COOLING
TOWER-RE: 13/A102
EQ. EQ.
8"
/4
C
6.5
/2
/2
C
O N
C R
A M
P
C O
N C
L A
N D
IN
G
3' - 4"
4' - 1 1/2" 4' - 1 1/2"
C
O N
C R
A M
P
403.00'
401.75'
400.50'
105A
109400.50'
A102
C14C17C18
1' - 0"
DN
DN
NEW GALV.
HANDRAIL
NEW GALV.
HANDRAIL
NEW GALV.
HANDRAIL
A102
NEW STL COLUMN
AND CONC. FOOTING.
REF.: STRUCTURAL
DWG.
A307
A307
PROJECTION OF
EXISTING WALL
UNDERNEATH
NEW CONC. SLAB
THIS AREA: REF.:
STRUCTURAL DWG
NEW CONC.
TOPPING ON
NEW AND
EXISTING SLAB.
EXISTING CONC.
SLAB THIS AREA:
REF.: DEMO AND
NEW CONSTRUCTION
DWG.
NEW 6" O.D.
BOLLARD REF.:
CIVIL DWG.
A307
A107
A107
C
A102
403.00'
402.00'
403.00'
401.50'
R A
M P
D N
1' - 8"
S T
A
IR
U P
STAIR DN.
/4
/4
2' - 10 3/8" 4' - 0"
6 1/8"
C15
A102
NEW 6" O.D.
BOLLARD
REF.: CIVIL
DWG
NEW 6" O.D.
BOLLARD REF.:
CIVIL DWG
NEW STL COLUMN AND
CONC. FOOTING. REF.:
STRUCTURAL DWG.
4' - 10 1/4"
NEW TRENCH DRAIN.
REF.: CIVIL DWG
NEW 6" O.D. BOLLARD
REF.: CIVIL DWG
NEW PAVING REF.:
CIVIL DWG
A107
A107
C17
NEW CONT.
1-1/2" O.D. HOT DIPPED
GALVANIZED HANDRAIL
PAINTED
EXISTING WALL
NEW CONC.
TOPING OVER
EXISTING SLAB
NEW CONC. STAIR
AND FOUNDATION
SLAB. REFER TO
DETAIL 5/S307
NEW CONC.
PAVING AND
EXPANSION
JOINT. REF.:
CIVIL DWG
NEW 6" O.D.
BOLLARD
BEYOND REF.:
CIVIL DWG.
NEW CONC.
SLAB REF.:
STRUCTURAL
DWG
403.00'
400.50'
NEW 1 1/2" O.D. HOT
DIPPED GALV.
BALUSTER PAINTED
1' - 0" 3
403.00'
402.00'
403.00'
1' - 0"
413.50'
NEW 1-1/2" O.D. HOT
DIPPED GALVANIZED
HANDRAIL PAINTED
NEW 1 1/2" O.D. HOT
DIPPED GALVANIZED
BALUSTER PAINTED
NEW FOUNDATION,
COLUMN, AND
STAIRS. REF.:
STRUCTURAL DWG.
NEW 6" O.D.
BOLLARDS REF.:
CIVIL DWG.
NEW METAL
GRATE AND
TRENCH DRAIN.
REF.: CIVIL DWG.
NEW CONC. PAVING THIS
AREA, REF.: CIVIL DWG
NEW HOT DIPPED
GALVANIZED GUARDRAIL
PAINTED
NEW STUCCO ON NEW WALLS AND
ELASTROMETRIC PAINT ON NEW
AND EXISTING STUCCO
NEW HOT DIPPED
GALVANIZED STEEL PIPE
COLUMN PAINTED
NEW HOT DIPPED
GALVANIZED STEEL
STAIR FRAMING PAINT
A107
CONC. PEDESTRIAN RAMP.
REFER TO DETAIL 10/S307 FOR
ADDITIONAL STRUCTIRAL INFO
401.50'
403.00'
1' - 0"
NEW 1-1/2" O.D.
HOT DIPPED GALV.
HANDRAIL PAINTED
NEW 1 1/2" O.D. HOT
DIPPED GALV.
BALUSTER PAINTED
NEW GRADE RE.:
CIVIL DWG
NEW SLAB,
STAIR AND
FOUNDATION.
REFER TO
DETAIL 11/S307
COMPACTED
SELECT FILL
PLAN- LEVEL 1
10' - 0"
403.00'
401.75'
1' - 6"
1' - 0"
1' - 0"
1' - 0"
NEW CONT. 1-1/2" O.D. H.D.
GALV. HANDRAIL - PNT.
NEW CONT. 1-1/2" O.D.
H.D. GALV. HANDRAIL -
PNT.
NEW 1 1/2" O.D. H.D.
GALV. BALUSTER - PNT.
NEW 11/2" O.D. H.D.
GALV. BALUSTER -
PNT.
NEW CONC. WALL AND
FOUNDATION. REINF. #4 @
12" O.C. EA. WAY. REFER
TO DETAIL 8/S307 FOR
ADDITIONAL STRUCTURAL
INFO.
NEW CONC. RAMP. REINF. #4 @ 12" O.C.
EA. WAY. REFER TO DETAIL 8/S307 FOR
ADDITIONAL STRUCTURAL INFO.
COMPACTED
FILLED
SELECT
NEW NATURAL
GROUND REF.:
LANDSCAPE PLAN
NEW STUCCO ON NEW WALLS AND
ELASTROMETRIC PAINT ON NEW
AND EXISTING STUCCO
PAVEMENT − 394.00’
C8x13.75 HOT DIP, GALVANIZED STAIR
STRINGER - TYP.-PTND.
REMOTE FUEL TANK
FILL CONNECTION
1-1/2" DIA., HOT DIP, GALV.
STEEL PIPE RAILING &
BALUSTER WELDED TO
STRINGERS - PAINTED
PAVEMENT − 400.00’
8"
MC8x8.5 HOT DIP, GALVANIZED TREAD, TYPICAL - PAINTED
TOP OF CONCRETE
CISTERN
PROVIDE HOT DIP, GALV.,
STEEL ANCHOR PLATES,
SIMILAR TO GUARDRAILS, AT
EACH SIDE LADDER - PNTD.
8"
/2
1-1/2" DIA., HOT DIP,
GALV. BALUSTERS @
4'-0" O.C.- MAX., WELDED
ALL ROUND TO STEEL
PLATE - PNTD.
/2
10"x6"x3/8" HOT
DIP, GALV. STEEL
PLATE @ EACH
BALUSTER- PTND.
1/2"x 5" EXPANSION
BOLTS - 3 EA. SIDE
CONT. 1-1/2" DIA., HOT
DIP, GALVANIZED
RAILING - PAINTED
CONT. 1-1/2" DIA., HOT
DIP, GALVANIZED
RAILING - PAINTED
TOP OF CONC.
CISTERN
3/8" ALUMINUM, PLATE
COVER W/ DIAMOND
PLATE FINISH
[10] 1/2" DIA. "SEX"
BOLTS EVENLY SPACED
AROUND PERIMETER
OF ALUMINUM COVER
2"x2" PERIMETER
ALUMINUM FRAME
CONT. NEOPRENE
PERIMETER GASKET2
/8
3"
1/2"
/2
TOP OF CONC.
CISTERN
STAINLESS STEEL
VENT CAP
6" PVC PIPE
MIN. 3 - S.S.
SET SCREWS
SENSITIVE BUT UNCLASSIFIED (SBU) PROPERTY OF THE UNITED STATES GOVERNMENT FOR OFFICIAL USE ONLY Do not remove this notice Properly destroy or return documents when no longer needed
GENERAL SERVICE ADMINISTRATION
LAREDO CONVENT
U.S. PORT OF ENTRY
2 0 1 S O U T H U P P E R B R O A D W A Y, C O R P U S C H R I S T I, T E X A S 78401
C E
R T
IF
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A T
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P L
A N
MARK DATE DESCRIPTION
R E
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N
N O
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S G
R A
P H
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S
C A
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C O
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R A
C T
O R
S B
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D
IN
G P
R O
J E
C T
D R
A W
IN
G
A/E CON. NO.
A/E TASK NO.
CONS. CONTR.
CONS. WORK
PRIME A/E
SUB A/E
CONSTR. CON.
NAME
ADDRESS
BUILDING NO.
OTHER
BUILDING NOs.
FACILITY CODE
PROJECT
TITLE
PROJECT
DESCRIPTION
PROJECT NO.
GSA PM
SUBMISSION
SUB. DATE
DRAWING TITLE
FILE NAME
FLOOR NO.
DRAWN BY
CHECKED BY
DRAWING NO.
DISCIPLINE SHEET TYPE SEQUENCE
GS-07P-07-HH-D-0083
GS-P-07-12-HH-5050
RICHTER ARCHITECTS
LAREDO CONVENT PORT OF ENTRY
LAREDO CONVENT
U.S. PORT OF ENTRY
PORT OF ENTRY
AT LAREDO CONVENT
NTX00007
RAUL MORENO
100% BID DOCUMENTS SUBMISSION
SCALE:
DATE DRAFTED: 05/21/14
SHEET SIZE: 34 x 44
LAREDO-CONVENT.RVT
CONVENT STREET
LAREDO, TEXAS
05/23/2014
TX0116CV
As indicated
ENLARGED SITE PLANS
LMG
SC
A102 079A 1
1/4" = 1'-0"
ENLARGED SITE - HARD SECONDARY
1/4" = 1'-0"
ENLARGED SITE - CENTRAL PLANT
1/4" = 1'-0"
ENLARGED SITE - SECONDARY @ EXIT (105)
1/4" = 1'-0"
ENLARGED SITE - SECONDARY @ EXIT (121)
1/2" = 1'-0"
EXIT STAIRS SECONDARY @ EXIT 105
1/2" = 1'-0"
RAMP & STAIR @ SECONDARY EXIT (121)
1/2" = 1'-0"
BREAK/ SECONDARY EXIT
1/2" = 1'-0"
EXIT RAMP SECONDARY @ EXIT 105
1/2" = 1'-0"
CISTERN SHIP LADDER
1 1/2" = 1'-0"
CISTERN GUARDRAIL
1 1/2" = 1'-0"
CISTERN ACCESS HATCH
1 1/2" = 1'-0"
CISTERN VENT DETAIL
A103
A103
A103
A104
A104
AMISTAD 412.00
PLAZA DE LA
F R
O M
P L
A Z
A D
E L
A A
M
IS
T A
D
A P
P R
O X
NEW GRADE AND
PLANTING, PROTECT
GAS PIPES AND VENT
PIPES THIS AREA - REF.:
CIVIL, LANDSCAPE,
STRUCTURAL DWG.
NEW CONCRETE
WALL REFER TO
STRUCTURAL
A B
O V
E E
X
IS
T
IN
G C
O N
C
W A
L L
A P
P R
O X
O
F N
E W
C O
N C
W
A L
L
L A
P O
S A
D A
H O
T E
L
30"x30" PRECAST
CONCRETE UNIT PAVERS
NEW CONCRETE RETAINING
WALL W/ ARCH. CONCRETE
FINISH & 6-#4's CONT. W/ #4
STIRRUPS @ 16" O.C.
413.00'
NEW TREES AT
PLAZA LA AMISTAD
NEW PLANTING RE:
LANDSCAPING DWGS.
NEW PLANTING
RE: LANDSCAPING
DRAWING
4.5" THICK CONC. PAVING.
REFER TO 2/C501
COMPACTED SOIL
NEW ELECTRICAL
TRANSFORMER
LOUVERED EQUIPMENT
ENCLOSURE
1' - 0"
CONT. CONC. BEAM
W/ REINF. #5 @ 12"
O.C. EA. WAY
30"x30" PRECAST
CONCRETE UNIT PAVERS
LOUVERED EQUIPMENT
ENCLOSURE
30"x30" PRECAST
CONCRETE UNIT PAVERS
SOLID, COLD FLUID
APPLIED WATERPROOFING
SOLID, COLD FLUID APPLIED
WATERPROOFING
NEW CONCRETE
TRANSFORMER PAD
RE: ELEC. DWGS.
1' - 0"#4 DOWELS @ 2'-0" O.C.
6"1'-6"
/2
1"11"
1' - 0"
#4 DOWELS @ 2'-0" O.C.
6" 1'-6"
CONT. CONC. BEAM W/
REINF. #5 @ 12" O.C. EA. WAY
4.5" THICK CONC. PAVING.
REFER TO 2/C501
4.5" THICK CONC. PAVING.
REFER TO 2/C501
A104
A104
A104
413.50'
SECOND WEST
413.00'
PROPERTY LINE
RE: CIVIL SURVEY
NEW CONCRETE WALL
REFER TO STRUCTURAL
30"x30" PRE-CAST
CONCRETE UNIT PAVERS
NEW CONCRETE RETAINING
WALL W/ ARCHITECTURAL
CONCRETE FINISH ON ALL
EXPOSED SURFACES
LOUVERED EQUIPMENT
ENCLOSURE
LA POSADA HOTEL BEYOND
NEW CONCRETE PLANTER
BEYOND W/ ARCH. CONC. FINISH
NEW CITY SIDEWALK
ELEVATION VARIES
RE: CIVIL DRWGS.
CONT. 1 1/2" DIA. S.S.
HANDRAIL ON RAMPS
AT EL PASEO, EXTEND
12" ON LANDING
1' - 0"
EXISTING CONCRETE WALL
BEYOND TO REMAIN.
LAREDO
CONVENT
1' - 0"
SOLID, COLD FLUID
APPLIED WATERPROOFING
30"x30" PRE-CAST
CONCRETE UNIT PAVERS
SOLID, COLD FLUID
APPLIED WATERPROOFING
NEW CONCRETE
RAMP
CONT. 1 1/2" DIA. S.S. HANDRAIL
#4 x 12" DOWELS, W/
PLASTIC SLEEVE ON
ONE END,@ 12" O.C.
#4 x 18" DOWELS, W/ PLASTIC
SLEEVE ON ONE END,@ 12" O.C.
(6) CONT. #4 REINF. BARS
TOP, CENTER, & BOTTOM
SOLID, COLD FLUID
APPLIED WATERPROOFING
PERIMETER GRADE BEAM
W/ ARCHITECTURAL
CONCRETE FINISH ON
ALL EXPOSED SURFACES
COMPACTED SOIL#4 DOWELS @ 2'-0" O.C.
6" 1'-6"
4.5" THICK CONC. PAVING.
REFER TO 2/C501
A104
30"x30" CONCRETE
PAVERS AT PLAZA
AMISTAD AND EL
PASEO, UNLESS
NOTED
OTHERWISE
CAST IRON
TREE GRATE
REF.: SPECS.
E Q
E Q
2' - 6"
413.00
PLAZA DE LA AMISTAD
A104
413.00'
30"x30" PRE-CAST
CONC. UNIT PAVERS
NEW CONC. RETAINING
WALL W/ ARCH. CONC.
FINISH
NEW LOUVERED
EQUIPMENT ENCLOSURE
NEW CONC. PLANTER
W/ ARCHITECTURAL
CONCRETE FINISH
EXSTG. FOUNDATION
WALL BEYOND
NEW CONCRETE
WALL OVER
EXISTING CONC.
FOUNDATION
COMPACTED SOIL
NEW PLANTING AND
DETAILS. REF.:
LANSCAPING DWG.
LA POSADA
HOTEL
BEYOND
SIDEWALK GRADE
RE: CIVIL DWGS.
SOLID, COLD FLUID
APPLIED WATERPROOFING
/2
1' - 0"
2-#4 REINF. BAR CONT.
TOP, CENTER, & BTM.
CONT. CONCRETE
GRADE BEAM
#4 STIRRUPS @ 24" O.C..
REINF. CONCRETE SLAB.
REFER TO DETAIL
4/A104 FOR ADDITIONAL
STRUCTURAL
REINFORCING INFO
#4 DOWELS
@ 2'-0" O.C.
6" 1'-6"
413.50'
SECOND WEST
413.00'
30"X30" PRE-CAST,
CONCRETE UNIT PAVERS
COMPACTED SOIL
NEW CONCRETE SLAB
RE: CIVIL DWGS. FOR
TYP. REINFORCING
FOUNDATION
PROTECTION BOARD
WATERPROOF
MEMBRANE
FILTER FABRIC
2' - 6" 6
/2
NEW PLANTING REF.:
LANDSCAPE DWG.
NEW TREE REF.:
LANDSCAPE DWG
FOR DETAILS
11" 1"
2"x2"X3/16" HOT DIP GALV.
EMBEDED ANGLE
30"x30" CAST IRON
TREE GRATE
#4 x 18" DOWELS, W/
PLASTIC SLEEVE ON ONE
END, @ 18" O.C.
#4 STIRRUPS @ 12" O.C.
2- #4 REINF. BARS
CONT. TOP & BTM.
6"
"1
/2
/2
1' - 0"
SOLID, COLD APPLIED
WATERPROOFING
2' - 4" 6"
/2
5 1/2"
A103
A103
A1035
A104
30"x30" PRE-
CAST CONC.
UNIT PAVERS
NEW CONCRETE SLAB.
RE: STRUCTURAL DWG.
NEW CONC. RETAINING WALL
W/ ARCHITECTURAL
CONCRETE FINISH
NEW CONCRETE TRENCH
DRAIN. REF.: CIVIL DWG.
LOUVERED EQUIPMENT ENCLOSURE
NEW CONCRETE
PLANTER W/ ARCH.
CONCRETE FINISH.
EXSTG. FOUNDATION
WALL TO REMAIN
NEW CONCRETE
WALL OVER
EXISTING CONC.
FOUNDATION
L A
P O
S A
D A
H O
T E
L
COMPACTED SOIL
/2
A P
P R
O X
F
R O
M P
L A
Z A
L A
A M
IS
T
A D
NEW PLANTING THIS AREA.
RE: LANSCAPING DWG.
413.00'
/8
/8
NEW DRAIN
PIPE RE:
CIVIL DWG.
1' - 6 5/8"6"
1" PVC WEEP
HOLES @ 48" O.C.
1" DIA. PVC SLEEVES @ 24" O.C.
SOLID, COLD FLUID
APPLIED WATERPROOFING
CONT. CONC. CURB
#4 x 18" DOWELS, W/
PLASTIC SLEEVE ON
ONE END,@ 12" O.C.
30"x30" PRE-CAST
CONC. UNIT PAVERS
A
A103
A103
A103
DOWEL NEW PLANTER
TO EXISTING
FOUNDATION WALL
NEW CONC. PLANTER W/
ARCH. CONCRETE FINISH
1' - 6 1/2"
EXISTING
FOUNDATION WALL
COMPACTED
SOIL
COMPACTED
SOIL
30"X30" PRE-CAST
CONCRETE UNIT PAVERS
NEW CONCRETE
RETAINING WALL W/
ARCH. CONC. FINISH
RE: STRUCT. DWGS.
EDGE OF
CONVENT
WALL AT EL
PASEO.
NEW PLANTING
RE: LANDSCAPE DWGS.
NEW PLANTING
RE: LANDSCAPE
DRAWINGS
L A
P O
S A
D A
H O
T E
L
/8
/8
2" 6 7/8"
CONTINOUS 1-1/2" DIA.,
STAINLESS STEEL
HANDRAIL
6"
EXTEND
REINFORCING UP
TOP OF PLANTER
BETWEEN
BALUSTERS
CONT. 1-1/2" DIA.,
S.S. HANDRAIL
1-1/4" DIA., STAINLESS
STEEL PIPE BALUSTER @
48" O.C.
2" PVC SLEEVE @ 48" O.C.
CONT. #4 REBAR
W/ #4 STIRRUPS
@ 24" O.C.-TYP.
1-1/4" DIA., S. S.
PIPE BALUSTER
@ 4'-0" O.C.
1" PVC HOLES @ 48" O.C.
CONTINOUS 1-1/2" DIA.,
STAINLESS STEEL HANDRAIL
1-1/4" DIA., STAINLESS STEEL
PIPE BALUSTER @ 48" O.C.
SOLID, COLD FLUID
APPLIED WATERPROOFING
SENSITIVE BUT UNCLASSIFIED (SBU) PROPERTY OF THE UNITED STATES GOVERNMENT FOR OFFICIAL USE ONLY Do not remove this notice Properly destroy or return documents when no longer needed
GENERAL SERVICE ADMINISTRATION
LAREDO CONVENT
U.S. PORT OF ENTRY
2 0 1 S O U T H U P P E R B R O A D W A Y, C O R P U S C H R I S T I, T E X A S 78401
C E
R T
IF
IC
A T
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E Y
P L
A N
MARK DATE DESCRIPTION
R E
V
IS
IO
N
N O
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S G
R A
P H
IC
S
C A
L E
C O
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R A
C T
O R
S B
U
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D
IN
G P
R O
J E
C T
D R
A W
IN
G
A/E CON. NO.
A/E TASK NO.
CONS. CONTR.
CONS. WORK
PRIME A/E
SUB A/E
CONSTR. CON.
NAME
ADDRESS
BUILDING NO.
OTHER
BUILDING NOs.
FACILITY CODE
PROJECT
TITLE
PROJECT
DESCRIPTION
PROJECT NO.
GSA PM
SUBMISSION
SUB. DATE
DRAWING TITLE
FILE NAME
FLOOR NO.
DRAWN BY
CHECKED BY
DRAWING NO.
DISCIPLINE SHEET TYPE SEQUENCE
GS-07P-07-HH-D-0083
GS-P-07-12-HH-5050
RICHTER ARCHITECTS
LAREDO CONVENT PORT OF ENTRY
LAREDO CONVENT
U.S. PORT OF ENTRY
PORT OF ENTRY
AT LAREDO CONVENT
NTX00007
RAUL MORENO
100% BID DOCUMENTS SUBMISSION
SCALE:
DATE DRAFTED: 05/21/14
SHEET SIZE: 34 x 44
LAREDO-CONVENT.RVT
CONVENT STREET
LAREDO, TEXAS
05/23/2014
TX0116CV
As indicated
SITE SECTIONS & DETAILS
HB/BM
SC
A104 081A 1
1/2" = 1'-0"
SECTION @ PLAZA AMISTAD
1/2" = 1'-0"
SECTION @ PLAZA LA AMISTAD
1" = 1'-0"
TOP VIEW OF PLANTING BED AT PLAZA AMISTAD
1/2" = 1'-0"
DETAIL SECTION AT PLAZA AMISTAD
1" = 1'-0"
DETAIL SECTION AT PLANTING BED AND PLANTER
3/4" = 1'-0"
DETAIL SECTION AT EL PASEO
3/4" = 1'-0"
DETAIL SECTION AT PASEO
2 2
8 7
30"X30" PRECAST CONCRETE
UNIT PAVERS
EXISTING CONCRETE
STRUCT. TO REMAIN
RE: STRUCT. DWGS.
30"X30" PRECAST
CONCRETE UNIT PAVERS
SUSPENDED CONCRETE SLAB
RE: STRUCTURAL DWG.
EXISTING GRADE
NEW CONCRETE TRENCH
DRAIN BEARING ON
EXISTING STRUCTURE
RE: STRUCTURAL DWG.
SOLID, COLD FUILD-
APPLIED WATERPROOFING
ON INTERIOR OF TRENCH
DRAIN
6" 1' - 0"
3' - 4"1' - 0"6"
EXISTING PILE CAP - REF.:
STRUCTURAL DWG.
EXISTING
LIGHTWELL WALL
BEYOND
6"
1" PVC WEEPS
@ 24" O.C.- TYP.
CONTINUOUS
WATERSTOP
GRAVEL FILL
A505
NEW STORM
SEWER LINE
RE: CIVIL DWGS
SUSPENDED CONCRETE SLAB
RE: STRUCTURAL DWG.
COMPACTED FILL402.96'
403.00'
CONTINUOUS
WATERSTOP-TYP.
1-1/2" DEEP, HOT DIP GALV.
TRENCH GRATE W/ CONT.
1-1/2"x1-1/2"x1/4" H.D. GALV., ANGLES ON EACH SIDE
6"SOLID, COLD FUILD-APPLIED
WATERPROOFING
SOLID, COLD FUILD-APPLIED
WATERPROOFING
1-1/2" DIA., STAINLESS
STEEL HANDRAIL - TYP.
ALL STL. REINF. TO
BE #5's @ 12" O.C.
ALL STL. REINF. TO
BE #5's @ 12" O.C.
ALL STL. REINF. TO
BE #5's @ 12" O.C.
GREEN ROOF
PVC ROOFING
MEMBRANE W/ CONT.
TERMINATION BAR
NEW OVERHEAD
DOOR
SALLYPORT
A503
A503
E.J.
3/4"
1' - 0"
394.00'
6 1/2"
CONCRETE BEAM
W/ ARCHITECTURAL
CONCRETE FINISH
HOT DIPPED, GALV.
DOOR TRACK - BEYOND
1/2" PVC DRAIN
PIPE @ 4'-0" O.C.
A503
TRENCH DRAIN
RE: CIVIL DWGS.
CONCRETE COLUMN - BEYOND
W/ ARCHITECTURAL CONCRETE
FINISH9
/2
/2
1' - 0"
LINE OF EXSTG.
BLDG. BEYOND
1' - 6 1/2" 2' - 0"
LINE OF NEW
CONC. COLUMN
W/ ARCH. CONC.
FINISH
/4
PLASTIC VAPOR
BARRIER
A105
30"x30" PRECAST
CONCRETE UNIT PAVERS
NEW DRAIN FROM TRENCH DRAINS
TO NEW STORM SEWER LINE
RE: CIVIL DRAWINGS
NEW CONCRETE TRENCH DRAIN
INTEGRAL W/ SUSPENDED SLAB
RE: STRUCTURAL DRAWINGS
CONT., 2"x2"x1/4" HOT
DIPPED, STEEL ANGLE
BOLTED INTO FACE OF
CONC. W/ 3/16"x 4"
EXP. BOLTS @ 16" O.C.
1-1/4" DEEP HOT DIPPED
GALV. METAL GRATE
1' - 0" 1' - 4" 6"
GREEN ROOF
PVC ROOFING
MEMBRANE W/ CONT.
TERMINATION BAR
NEW CONCRETE WALL BEYOND
REFER TO STRUCTURAL DWG.
1 1/2" DIA. STAINLESS
STEEL, PIPE HANDRAIL
1-1/4" DIA. STAINLESS
STEEL BALUSTER @
48" O.C.
2" SCHD. 40
PVC SLEEVE
T.O.FOOTING
392.25'
BASEMENT
393.00'
SALLYPORT
394.00'
CAST-IN-PLACE
CONCRETE WALL -
PAINTED
FIRST FLOOR
403.00'
/2
CAST-IN-PLACE CONC.
W/ ARCHITECTURAL
FINISH CONCRETE ON
ALL EXPOSED SURFACES
CONT. WATERSTOP
SALLY PORT, CONC.
FLOOR SLAB
RE: STRUCT. DWGS.
PLASTIC VAPOR
BARRIER
SOLID, SELF-ADHERING SHEET
WATERPROOFING
EXTEND PROTECTION BOARD
12" ABOVE FINISHED GRADE
CONT.
WATERSTOP
LINE OF CONC. BEAM BEYOND
CONT. SLAB-TO-WALL,
ALUM. EXPANSION
JOINT COVER
ALL STL. REINF. TO
BE #5's @ 12" O.C.
ALL STL. REINF. TO
BE #5's @ 12" O.C.
ALL STL. REINF. TO
BE #5's @ 12" O.C.
6 5
30"x30" PRECAST
CONCRETE UNIT
PAVERS
NEW STORM SEWER LINE,
BEYOND - DEPTH VARIES
RE: CIVIL DRAWINGS
COMPACTED SOIL
NEW CONCRETE
SLAB BEARING ON
EXISTING CONC.
STRUCTURE
ALL STL. REINF. TO BE
#5's @ 12" O.C.
ELECTRICAL PULL BOX
RE: CIVIL & ELEC.DWGS.
RETURN HANDRAIL TO
WALL OF EXISTING
BLDG. @ LANDING
1' - 0"
PORTION OF EXISTING
CONCRETE FOUNDATION
TO REMAIN
CONTINUOUS WATERSTOP
GRAVEL FILL
30"x30" PRECAST
CONCRETE UNIT
PAVERS
SOLID, COLD
FLUID-APPLIED
WATERPROOFING
NEW STORM SEWER LINE,
BEYOND - DEPTH VARIES
RE: CIVIL DRAWINGS
1-1/2" DIA., STAINLESS
STEEL HANDRAIL
1-1/4" DIA., STAINLESS STEEL
BALUSTERS @ 48" O.C.
NEW CONCRETE
TRENCH DRAIN
INTEGRAL W/
SUSPENDED SLAB
RE: CIVIL DRAWINGS
1-1/2" DEEP, HOT DIPPED
GALV., TRENCH GRATE W/
CONT. 1-1/2"x1-1/2"x1/4" HOT
DIPPED GALV. STEEL ANGLES
EMBEDED ON EACH SIDE
SOLID, COLD FLUID-APPLIED
WATERPROOFING
6" 6"
/2
/2
1'X2' CONCRETE
PAVERS
WATER PROOF
MEMBRANE
COUNTER FLASHING &
SEALANT
GREEN ROOF
SYSTEM.
DRAIN AT EACH
GREEN ROOF BASIN
RE: CIVIL DWGS.
WATERPROOF
MEMBRANE AT
GREEN ROOF
BASINS
SLIP SHEET
LAREDO CONVENT EAST
WALL
2" JOINT FILLER AND SEALANT AT
BUILDING EXPANSION JOINT
JOINT FILLER AND SEALANT AT
BUILDING EXPANSION JOINT
ALONG ALL EXTERIOR SIDE OF
NEW SLAB
CAST IN PLACE
METAL REGRET
AND SEALANT
A501
1 1/2" HORIZ. PVC DRAIN
PIPE THROUGH REINF.
CONCRETE BEAM.
MINIMUM (1) @ EA. BAY
GREEN ROOF SYSTEM.
WATER PROOF
MEMBRANE
SLIP SHEET
CHAIN-LINK FENCE
NEW CONCRETE SLAB OVER SALLY PORT,
REFER TO STRUCTURAL DRAWINGS.
DRIP
1 1/2" HORIZ. PVC DRAIN PIPE OVERFLOW SCUPPER THROUGH
REINF. CONCRETE BEAM. MINIMUM (1) @ EA. BAY
A
A103
A103
A106
A103
A106
CONT. WATERSTOP
PLASTIC VAPOR
BARRIER
3' - 7 1/4"
T.O.FOOTING
392.25'
BASEMENT
393.00'
SALLYPORT
394.00'
PLASTIC VAPOR
BARRIER
10' - 0 1/4"
16' - 6 1/4"
4' - 11 1/2"1' - 0" 1' - 0"
3' - 0"
6"
DRAIN AT EACH GREEN ROOF BASIN
RE: CIVIL DWGS.
BTM. BEAM
403.50'
1ST. FLOOR
403.00'
REMOVE APPROXIMATELY TOP 1'-0"
OF EXISTING RETAINING WALL
RE: STRUCTURAL DRAWINGS
NEW CONCRETE RETAINING WALL
RE: STRUCTURAL DRAWINGS
393.86'
390.30'
STORM WATER AREA INLET
RE: CIVIL DRAWINGS
EXSTG. RETAINING WALL TO REMAIN
RE: STRUCTURAL DRAWINGS
HOLLOW METAL DOOR &
FRAME - PAINTED
PLASTER INFILL OVER GYP.
SHEATHING & METAL STUDS
ABOVE HOLLOW METAL DOOR
4"x2" STR. STEEL TUBE
RE: STRUCT. DWGS.
CONTINUOUS WALL-TO-WALL
ALUM. EXP. JOINT COVER
FACE OF EXISTING STRUCTURE,
BEYOND, TO RETAINING
A503
NEW CHASE
ACCESS DOOR
2' - 10"
PRE-COMPRESSED, EXP. JOINT
SEAL @ STRUCTURAL SLAB
PRE-COMPRESSED,
EXPANSION JOINT SEAL
@ STRUCTURAL SLAB
CHAIN LINK FENCING
PROVIDE TOP & BOTTOM RAIL
& VERTICLE POST AT 4'-0" O.C.
006C
SENSITIVE BUT UNCLASSIFIED (SBU) PROPERTY OF THE UNITED STATES GOVERNMENT FOR OFFICIAL USE ONLY Do not remove this notice Properly destroy or return documents when no longer needed
GENERAL SERVICE ADMINISTRATION
LAREDO CONVENT
U.S. PORT OF ENTRY
2 0 1 S O U T H U P P E R B R O A D W A Y, C O R P U S C H R I S T I, T E X A S 78401
C E
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IF
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A T
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P L
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MARK DATE DESCRIPTION
R E
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IS
IO
N
N O
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S G
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P H
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C A
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C O
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R A
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S B
U
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D
IN
G P
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J E
C T
D R
A W
IN
G
A/E CON. NO.
A/E TASK NO.
CONS. CONTR.
CONS. WORK
PRIME A/E
SUB A/E
CONSTR. CON.
NAME
ADDRESS
BUILDING NO.
OTHER
BUILDING NOs.
FACILITY CODE
PROJECT
TITLE
PROJECT
DESCRIPTION
PROJECT NO.
GSA PM
SUBMISSION
SUB. DATE
DRAWING TITLE
FILE NAME
FLOOR NO.
DRAWN BY
CHECKED BY
DRAWING NO.
DISCIPLINE SHEET TYPE SEQUENCE
GS-07P-07-HH-D-0083
GS-P-07-12-HH-5050
RICHTER ARCHITECTS
LAREDO CONVENT PORT OF ENTRY
LAREDO CONVENT
U.S. PORT OF ENTRY
PORT OF ENTRY
AT LAREDO CONVENT
NTX00007
RAUL MORENO
100% BID DOCUMENTS SUBMISSION
SCALE:
DATE DRAFTED: 05/21/14
SHEET SIZE: 34 x 44
LAREDO-CONVENT.RVT
CONVENT STREET
LAREDO, TEXAS
05/23/2014
TX0116CV
As indicated
PASEO SECTIONS
HB/BM
SC
A106 083A 1
3/4" = 1'-0"
EL PASEO DETAIL SECTION OVER EXISITNG CONCRETE PAVING
3/4" = 1'-0"
SALLYPORT WALL SECTION @ O.H. DOOR.
3/4" = 1'-0"
SALLYPORT/EL PASEO WALL SECTION
3/4" = 1'-0"
DETAIL SECTION THRU PASEO AT LANDING
1 1/2" = 1'-0"
SALLYPORT-TRANSVERSE-A
1 1/2" = 1'-0"
SALLYPORT-TRANSVERSE-A1
3/4" = 1'-0"
SECTION - SALLYPORT @ CISTERN
1 07-24-2014 AMENDMENT NO. 5
2 08-01-2014 AMENDMENT NO. 8
411.89'
VARIES VARIES
415.00'
CONCRETE
BENCH BEYOND
NEW
CONSTRUCTION
EXISTING
SIDEWALK
30"x30"
CONCRETE
PAVERS11" 11" 1' - 4"
V A
R
IE
S
413.00'
ALUMINUM
STAIR NOSING -
WOOSTER,
ALUMOGRIT OR
EQUAL.
E.J
ALL STL.
REINF.
#5's @ 12"
O.C. EA.
415.00'
412.98'
VARIES
CONCRETE
BENCH
VARIES
NEW
CONSTRUCTION
EXISTING
SIDEWALK
30"x30"
CONCRETE
PAVERS
E.J
ALL STL.
REINF.
#5's @ 12"
O.C. EA.
413.00'
412.98'
VARIES
CONCRETE
BENCH BEYOND
VARIES
NEW
CONSTRUCTION
EXISTING
SIDEWALK
415.00'
30"x30"
CONCRETE
PAVERS
E.J
ALL STL.
REINF.
#5's @ 12"
O.C. EA.
413.00'
413.50412.47 413.55'
RETAINING WALL
EDGE BEYOND
NEW
CONSTRUCTION
EXISTING
SIDEWALK
NEW CONC.
PAVERS
E.J.
NEW CONC.
BEAM.
ALUMINUM
STAIR NOSING -
WOOSTER,
ALUMOGRIT OR
EQUAL.
ALL STL.
REINF.
#5's @ 12"
O.C. EA.
413.00'
A107
A107
A107
A107
E41 1.
2.
4.
E41 1.
5'
E41 3.
413.00'
1.
0.
3.
E41 2.
E41 3.
E41 3.
413.00' 413.50'
412.00'
EJ
NEW RAISED 30" x 30"PAVERS
415.00' TOP OF
CONCRETE BENCH
EXISTING SIDEWALK TO REMAIN
EXISTING BRICK PAVEMENT TO REMAIN.
EJ
PLAZA DE LA AMISTAD
412.96'412.90'
EJ EJ
415.00' TOP OF
CONCRETE BENCH
412.50'
411.89'
DN
/4
/4
/4
/4
/4
/4
/4
/4
GALV. PIPE SLEEVE
1' - 0"
2"
NOTE HOT DIP GALVANIZED
ENTIRE GUARDRAIL
ASSEMBLY AFTER
FABRICATION AND PAINT
M A
X
1 1/2"
1-1/2" DIA., HOT DIP,
GALV. BALUSTERS @
4'-0" O.C.- MAX., WELDED
ALL ROUND TO STEEL
PLATE - PNTD.
CONT. 1-1/2" DIA., HOT
DIP, GALVANIZED
RAILING - PAINTED
CONT. 1-1/2" DIA., HOT
DIP, GALVANIZED
RAILING - PAINTED
ALL STL. REINF.
#5's @ 12" O.C.
EA.
NOTE HOT DIP
GALVANIZED ENTIRE
GUARDRAIL ASSEMBLY
AFTER FABRICATION
AND PAINT
1 1/2"
HOT DIP GALV.
STEEL STAIR
ASSEMBLY PNTD.
1-1/2" DIA., HOT DIP,
GALV. BALUSTERS @
4'-0" O.C.- MAX., WELDED
ALL ROUND TO STEEL
PLATE - PNTD.
CONT. 1-1/2" DIA., HOT
DIP, GALVANIZED
RAILING - PAINTED
CONT. 1-1/2" DIA., HOT
DIP, GALVANIZED
RAILING - PAINTED
/4
/4
/4
/4
/4
/4
/4
M A
X
/4
HOT DIP, GALV. PIPE SLEEVE
2"
NOTE GALVANIZED HOT DIP
ENTIRE ASSEMBLY AFTER
FABRICATION AND PAINT
1-1/2" DIA., HOT DIP,
GALV. BALUSTERS @
4'-0" O.C.- MAX., WELDED
ALL ROUND TO STEEL
PLATE - PNTD.
CONT. 1-1/2" DIA., HOT
DIP, GALVANIZED
RAILING - PAINTED
ALL STL. REINF.
#5's @ 12" O.C.
EA.
1' - 2" 1" 1' - 2" 3"
S S
P
L A
T E
1" 1" 1"
1' - 4" S. S. PLATE
3/8" S. S. PLATE
S. S.
PERFORATED
PANEL
1" WELD @12" O.C. -
GRIND SMOOTH5/8" S. S. ROD
5/8" S. S. ANCHOR
BOLT
/2
7 3/4"
1' - 3"
7 1/2" 7 1/2"
1" WELD @12" O.C. -
GRIND SMOOTH
1" WELD @12" O.C. -
GRIND SMOOTH
CONT. 3 1/2"x1/8" S.S.
PLATE WELDED TO
THE SIDE OF 3/8" S.S.
PLATE.
OPEN
OPEN
CONT. 3 1/2"x1/8" S.S.
PLATE WELDED TO
THE SIDE OF 3/8" S.S.
PLATE.
A107
S S
P
E R
F O
R A
T E
D M
E T
A L
F E
N C
E
H E
IG
H
T
5/8" S. S. ANCHOR
BOLTS
3/8" S. S. PLATE.
3/8" S. S. EMBEDDED
PLATE
CONT. 3 1/2"x1/8"
S.S. PLATE
1" WELD @ 12" O.C. -
GRIND SMOOTH.
CONT. 3 1/2"x1/8"
S.S. PLATE
A107
S S
P
E R
F O
R A
T E
D M
E T
A L
F E
N C
E
H E
IG
H
T
CONT. 3 1/2"x1/8" S. S.
PLATE, WELDED AFTER
INSTALLATION OF S.S
PERFORATED PANEL.
S. S. ANCHOR
BOLT
3/8" S. S.
PLATE
3/8" S. S.
EMBEDDED
PLATE
1" WELD @12"
O.C. - GRIND
SMOOTH
1" WELD @12"
O.C. - GRIND
SMOOTH
/2
/2
SENSITIVE BUT UNCLASSIFIED (SBU) PROPERTY OF THE UNITED STATES GOVERNMENT FOR OFFICIAL USE ONLY Do not remove this notice Properly destroy or return documents when no longer needed
GENERAL SERVICE ADMINISTRATION
LAREDO CONVENT
U.S. PORT OF ENTRY
2 0 1 S O U T H U P P E R B R O A D W A Y, C O R P U S C H R I S T I, T E X A S 78401
C E
R T
IF
IC
A T
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E Y
P L
A N
MARK DATE DESCRIPTION
R E
V
IS
IO
N
N O
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S G
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P H
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S
C A
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C O
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S B
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D
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G P
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J E
C T
D R
A W
IN
G
A/E CON. NO.
A/E TASK NO.
CONS. CONTR.
CONS. WORK
PRIME A/E
SUB A/E
CONSTR. CON.
NAME
ADDRESS
BUILDING NO.
OTHER
BUILDING NOs.
FACILITY CODE
PROJECT
TITLE
PROJECT
DESCRIPTION
PROJECT NO.
GSA PM
SUBMISSION
SUB. DATE
DRAWING TITLE
FILE NAME
FLOOR NO.
DRAWN BY
CHECKED BY
DRAWING NO.
DISCIPLINE SHEET TYPE SEQUENCE
GS-07P-07-HH-D-0083
GS-P-07-12-HH-5050
RICHTER ARCHITECTS
LAREDO CONVENT PORT OF ENTRY
LAREDO CONVENT
U.S. PORT OF ENTRY
PORT OF ENTRY
AT LAREDO CONVENT
NTX00007
RAUL MORENO
100% BID DOCUMENTS SUBMISSION
SCALE:
DATE DRAFTED: 05/21/14
SHEET SIZE: 34 x 44
LAREDO-CONVENT.RVT
CONVENT STREET
LAREDO, TEXAS
05/23/2014
TX0116CV
As indicated
SITE WALK PLANS / DETAILS
HB/AD
SC
A107 084A 1
1" = 1'-0"
CONC. PAVING SECTION 1
1" = 1'-0"
CONC. PAVING SECTION 2
1" = 1'-0"
CONC. PAVING SECTION 3
1" = 1'-0"
CONC. PAVING SECTION 4
1/4" = 1'-0"
ENLARGED SITE - PLAZA DE AMISTAD/SIDE WALK CONFIGURATION
1 1/2" = 1'-0"
GUARDRAIL SECTION @ LANDING 1 1/2" = 1'-0"
GUARDRAIL SECTION @ STAIR
1 1/2" = 1'-0"
HANDRAIL SECTION
3" = 1'-0"
ORNAMENTAL FENCING PLAN
3" = 1'-0"
ORNAMENTAL FENCING ELEVATION
3" = 1'-0"
ORNAMENTAL FENCING SECTION
2 08-01-2014 AMENDMENT NO. 8
FD
FD
FD
FD
B A.5C A
6.5
A306
A300
A308
NEW
ELEV.
GSA
SEIZURE PROC.
K-9 SOFT
STAFF MALE
PHYSICAL TRAINING
K-9 PSEUDO
STAFF FEMALE
S E
C U
R E
C O
R R
C R
A W
L S
P A
C E
C R
A W
L S
P A
C E
SALLYPORT
R A
M P
D N
U P
T O
S
T F
L R
15' - 8 1/8"
LAN/IDF
TEMP. STO.
OPEN
FLOOR/
FREE
WEIGHTS
S T
A
IR
N O
C O
R R
ID
O
R
STOR.
COMM. STO
JAN
A305
FIRE
A2013
A200
DISTRIBUTION
LACTATION
TECHNICAL
CLASSROOM
TECHNICAL
CLASSROOM
A400
CORRIDOR
CORRIDOR
ENTRY CORR.
S E
C U
R E
C O
R R
SECURE VESTIBULE
5' - 6 1/4"
1' - 4 1/4"
6' - 0 1/4"10' - 3"3' - 6"5' - 6"
2' - 4"
A300
A
A 006B
B
028B
025A
B
028A
007A
B
A304
C6
C10
4' - 0 7/8"
1' - 0"
/2
/2
/2
/2
4' - 0"7' - 8 1/2"
L
027A
027B
A400
A400
A400
004005
D
H
H
F C
C
F
C
B B
B
C
C
C
L L
L
L
L
L LL
L
E
C
C
C
C
C
M
CC
F
F
C
B
C
CN
N N
C
6' - 3 3/4"8' - 11 1/2"
A401
A4
A5
A1
A2
A3
A400
DF
9' - 9" 6' - 5 1/2" 11' - 8" 7' - 10"
F F
F
C
C C
CC
L
B
A10
A14
A14
A14 A15
A501 8
A106
3' - 7" 1' - 0"
11 1/4" 1' - 0"
11' - 0 1/4"
8' - 8 1/4" 1' - 0"
10"
15' - 7 1/4"
10' - 0 1/4"
11' - 11 1/4"
13' - 9 1/4"
4' - 2"
5' - 5"1' - 0"
6" 1' - 0"
CENTRAL PLANT
RE: 2/A102
F.E.C.
F .E
.C
F.E.C.
F .E
.C
F.E.B.
C
B A.5C A
6.5
A306
A300
A308
PUBLIC WOMEN'S
PUBLIC MEN'S
CASHIER
I-94 QUEING
BAGGAGE
SCANNER
(N.I.C.)
NEW
ELEV.
HEADHOUSE
PROCESSING
PEDESTRIAN
PROCESSING
SECONDARY BAGGAGE
INSPECTION
D O
W N
T O
B A
S E
M E
N T
N E
W S
T A
IR
UP
STOR.
PROCESSING
CIRCULATION
U
P T
O
N D
F L
R C
B P
E N
F O
R C
E M
E N
T S
U P
E R
V
IS
O R
FAMILY
HOLDING
HOLDING
HOLDING
I.
D
M.STAFF
W.STAFF
115 INTERVIEW
SUPERVISOR
SEARCH
INTERVIEW
HOLDING
HOLDING
PROP.
S E
C O
N D
A R
Y
W. STAFF
TOILET
H A
R D
S E
C O
N D
A R
Y
S E
C U
R E
V E
S T
AQI LAB
BIRD
TOILET
INTERVIEW
FOOD
ASYLUM
SECONDARY QUEING
(2) WORKSTATION A
PERMISO COUNTER
PAT DOWN
MECH.
D N
DN.
C O
R R
ID
O
R
PORT MONITORING
STATION
COPY/ FILE
COPY/ FAX
WAITING
VEST.
LAN/MDF
CORRIDOR
A305
INTERVIEW
I.D.-SOUTH
(3) WORKSTATION B
L A
P O
S A
D A
H O
T E
L
P A
S E
O R
E F
E R
T O
/A
U P
U P
U P
ELEC.
C O
R R
ID
O
R
A2013
A200
A201 2
PERMISO QUEING
A401
A401
A401
A210 3
EXIST. STAIR 1
A300
GREEN ROOF
AT SALLYPORT
A
B
B
112C
A
B
146B
140A
A
A304
A400
A400
C6
C10
100A
DF
AREA
UNDER
T.A.B.C.
A
100B
DF
155C
A309
8' - 8 1/2" 13' - 5 1/4" 9' - 0"
/4
/2
PEDESTRIAN PROCESSING BOOTHS
/4
/2
6' - 6"8' - 2"6' - 0"
6' - 0"15' - 5"7' - 2 1/2"8' - 4 1/4"
10' - 4 1/4" 5' - 10"
142A
142B
142C
142D
152C
JAN
INTERVIEW
PAT DOWN
155A
/2
/4
DETENTION BENCH
140B
STORAGE
COPIER FAX
COUNTER
105A
A400
100H100G100F100E
100J
100K
100L
103C
159B
156C
143A
A400
13 A400
F
F
F
C
C
C
C
C
C G
F
G
G
G G
GG
G
G
G
C
C
140A140B
F
I.D. - NORTH
A401
143B
C15
C16
C17C19
103A
103B
100C
100A
100B
PUBLIC CORRIDOR
111B
111A
111C
113B
113A
119B
119A
113C
157B
6' - 4 1/2"
159A
156B
156A
/2
/2
6' - 0"
11' - 0"
9' - 11 1/8"
A211
100D A310
A310
A310
A310
A310
A310
A310 1
F
K
K
K
F
F
F
F
F
A401
C
EMERG.
EYEWASH/
SHOWER STN.
S.S. COUNTER
TOP W/ SINK &
5HP DISP
A6
A8
A7
A9
A8
A8 A8
A8
A8
A8
BIKE RACK
D.F.
A11
A11
A12
A13
A13
A501 8
A106
A400
A8
A6
A8
A8
3' - 4"4' - 3"5' - 0"4' - 3"5' - 0"4' - 3"5' - 0"4' - 3"
A400
11' - 7"
7"
A112
CENTRAL PLANT
RE: 2/A102
A7 A7 A7A7A7
F.E.C.
F.E.C.
F.E.C.
F.E.C.
A11
NEW CONSTRUCTION KEYNOTES:
EXISTING CHIMNEY FLUE TO REMAIN.A1
A2
A3
A4
A5
NEW ELEVATOR PIT - COORDINATE W/
STRUCTURAL DRAWINGS
NEW MECHANICAL CHASE OPENING -
COORDINATE W/ STRUCTURAL & MECH.
NEW CONCRETE FLOOR @ EXIST. BOILER
PIT - RE: BOILER PIT INFILL DTL. ON STRUCT.
DWGS.
NEW CONCRETE FLOOR. RE: STRUCTURAL.
A6
PEDESTRIAN PROCESSING KIOSK. (N.I.C.)
REFER TO ELEC. DRAWINGS FOR POWER
AND DATA REQUIRMENTS.
A7
PEDESTRIAN COUNTING SYSTEM:
REFER TO PEDESTRIAN CONTROL
EQUIPMENT SPECIFICATION.
A8
PEDESTRIAN PORT RUNNER SYSTEM:
REFER TO PEDESTRIAN CONTROL
EQUIPMENT SPECIFICATION.
A9
EXISTING VAULT DOOR:
GENERAL CONTRACTOR TO REINSTALL
EXIST. VAULT DOOR.
A10
ACCORDION FOLDING DOOR
SEE SPECIFICATIONS SECTION 083513.13
A11
INTERIOR FRAMELESS STOREFRONT
SYSTEM SEE SPEC. SECTION 084313
A12
BAGGAGE INSPECTION TABLE, STAINLESS
STEEL.
A13 WALL MOUNTED HANDCUFF RING
A14
SURFACE MOUNTED PROJECTION
SCREEN - SEE SPECIFICATION SECTION
MARKER BOARD SEE VISUAL DISPLAY
SURFACES SPECIFICATION SECTION
A15
SENSITIVE BUT UNCLASSIFIED (SBU) PROPERTY OF THE UNITED STATES GOVERNMENT FOR OFFICIAL USE ONLY Do not remove this notice Properly destroy or return documents when no longer needed
GENERAL SERVICE ADMINISTRATION
LAREDO CONVENT
U.S. PORT OF ENTRY
2 0 1 S O U T H U P P E R B R O A D W A Y, C O R P U S C H R I S T I, T E X A S 78401
C E
R T
IF
IC
A T
IO
N
S K
E Y
P L
A N
MARK DATE DESCRIPTION
R E
V
IS
IO
N
N O
T E
S G
R A
P H
IC
S
C A
L E
C O
N T
R A
C T
O R
S B
U
IL
D
IN
G P
R O
J E
C T
D R
A W
IN
G
A/E CON. NO.
A/E TASK NO.
CONS. CONTR.
CONS. WORK
PRIME A/E
SUB A/E
CONSTR. CON.
NAME
ADDRESS
BUILDING NO.
OTHER
BUILDING NOs.
FACILITY CODE
PROJECT
TITLE
PROJECT
DESCRIPTION
PROJECT NO.
GSA PM
SUBMISSION
SUB. DATE
DRAWING TITLE
FILE NAME
FLOOR NO.
DRAWN BY
CHECKED BY
DRAWING NO.
DISCIPLINE SHEET TYPE SEQUENCE
GS-07P-07-HH-D-0083
GS-P-07-12-HH-5050
RICHTER ARCHITECTS
LAREDO CONVENT PORT OF ENTRY
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PORT OF ENTRY
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DATE DRAFTED: 05/21/14
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LAREDO-CONVENT.RVT
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TX0116CV
As indicated
BASEMENT & LEVEL 1 FLOOR PLANS
LMG
SC
A110 085A 1
1/8" = 1'-0"
PLAN - BASEMENT LEVEL
1/8" = 1'-0"
PLAN - LEVEL 1
GENERAL NOTE:
STAINLESS STEEL CORNER GUARDS
AND END-WALL GUARDS ARE REQUIRED
AT ALL GYPSUM BOARD OUTSIDE
CORNERS AND GYPSUM BOARD
END-WALLS.
REF: SPECIFICATION SECTION 102613
1 07-24-2014 AMENDMENT NO. 5
2 08-01-2014 AMENDMENT NO. 8
A302
A302
D
CACB
C1
C2
C3
C4
C5
A302
COMPOSITE METAL
SOFFIT PANELS -
REFER TO SPEC.
SECTION 074213.23
CONC. COLUMN -
REF: STRUCTURAL
TYP. VERT.
ROOF DRAIN
RISER
(INSIDE COL.)
A302
TYP. VERT.
ROOF DRAIN
RISER
(INSIDE COL.)
TYP. SURFACE
MOUNTED LIGHT
FIXTURES -
REFER TO
SHEET ES101
INDUSTRIAL
FAN - REFER
TO SHEET
MH102
INDUSTRIAL
FAN - REFER
TO SHEET
MH102
INDUSTRIAL
FAN - REFER
TO SHEET
MH102
INDUSTRIAL FAN - REFER
TO SHEET MH102
INDUSTRIAL FAN
- REFER TO
SHEET MH102
COMPOSITE METAL
SOFFIT PANELS -
REFER TO SPEC.
SECTION 074213.23
COMPOSITE METAL
SOFFIT PANELS -
REFER TO SPEC.
SECTION 074213.23
COMPOSITE METAL SOFFIT PANELS -
REFER TO SPEC. SECTION 074213.23
TYP. AIR INTAKE/GANTRY AT
POV INSPECTION LANES
TYP. POV
INSPECTION
BOOTH
TRANSLUCENT FABRIC
ROOFING MEMBRANE
ABOVE
EXPOSED STRUCT.
STL. ABOVE - PNT.
INDUSTRIAL
FAN - REFER
TO SHEET
MH102
TYP. SURFACE
MOUNTED LIGHT
FIXTURES -
REFER TO
SHEET ES101
COMPOSITE METAL
SOFFIT PANEL, CONT.
AROUND CANOPY
PERIMETER
COMPOSITE METAL
FASCIA PANEL, CONT.
AROUND CANOPY
PERIMETER
A500
A500
A500
A500
COMPOSITE METAL
FASCIA PANEL, CONT.
AROUND MONITOR
PERIMETER
A500
A500
A500
A500
A500
A500
TRANSLUCENT FABRIC
ROOFING MEMBRANE
ABOVE
A114
A500
CONVEX SECURITY
MIRROR CONVEX SECURITY
MIRROR
C
A301
C1
C
C1
ROOF
DRAIN
INDUSTRIAL FAN -
REFER TO SHEET
MH102
1-1/2" EXPOSED
STL. DECK AND
STRUCT. STL.
BEAMS - PNT.
1-1/2" EXPOSED
STL. DECK AND
STRUCT. STL.
BEAMS - PNT.
TRANSLUCENT FABRIC
ROOFING MEMBRANE
ABOVE
OVERHEAD
DOOR
LOCATIONS
CONVEX
SECURITY
MIRROR
A303
A303
C9
C11
C12
C12C13
COMPOSITE METAL
SOFFIT PANELS
THIS COLUMN
REMAINS IN BASE BID
TRANSLUCENT FABRIC
ROOFING MEMBRANE ABOVE
C
A303
A303
D
C6
C7
C8
C9
C10C11
COMPOSITE METAL
SOFFIT PANELS, SOFFIT
JOINTS TO MATCH
TYPICAL PEDESTRIAN
CANOPY SOFFIT JOINT
LAYOUT ABOVE
CONC. COL. -
REF: STRUCT.
CONC. COL. -
REF: STRUCT.
CONC. COL. -
REF: STRUCT.
A303
PRE-PRIMARY
CANOPY ABOVE
TYPICAL PEDESTRIAN
CANOPY SOFFIT JOINT
LAYOUT
COMPOSITE METAL
SOFFIT PANELS, SOFFIT
JOINTS TO MATCH
TYPICAL PEDESTRIAN
CANOPY SOFFIT JOINT
LAYOUT ABOVE
COMPOSITE METAL
SOFFIT PANELS, SOFFIT
JOINTS TO MATCH
TYPICAL PEDESTRIAN
CANOPY SOFFIT JOINT
LAYOUT ABOVE
COMPOSITE METAL
SOFFIT PANELS
INTAKE AIR
DUCTWORK - REFER
TO MECH. SHT'S.
18 GA.STEEL PANEL PAINT
GANTRY STRUCTURAL
FRAME COMPRISED OF
2-1/2" x 2-1/2" STEEL
TUBES
4" x 4" x 11'-0" LONG STEEL
MOUNTING STL. TUBE. PROVIDE
END CLOSURE PLATE W/ CONT.
SEAMLESS WELD (@ EXPOSED
END) PAINT EXPOSED
A500 F .V
PRIMARY CANOPY OUTDOOR
MODULAR GRAPHIC DISPLAY SYSTEM -
REFER TO SPEC. SECTION 104160
(COMPUTERIZED DISPLAY BOARDS)
F.V.
4' - 0"
TO F.O. STL. TUBE
4' - 6" F.O. STL. TUBE
A500
OUTSIDE F.O. POV
BOOTH TUBE COL.
OUTSIDE F.O. POV
BOOTH TUBE COL.
A500
EAST SIDE OF BOOTHWEST SIDE OF BOOTH
@ BOOTH
18 GA. STEEL PANEL, PAINT
INDUSTRIAL FAN -
REFER TO SHEET
MH102
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A/E CON. NO.
A/E TASK NO.
CONS. CONTR.
CONS. WORK
PRIME A/E
SUB A/E
CONSTR. CON.
NAME
ADDRESS
BUILDING NO.
OTHER
BUILDING NOs.
FACILITY CODE
PROJECT
TITLE
PROJECT
DESCRIPTION
PROJECT NO.
GSA PM
SUBMISSION
SUB. DATE
DRAWING TITLE
FILE NAME
FLOOR NO.
DRAWN BY
CHECKED BY
DRAWING NO.
DISCIPLINE SHEET TYPE SEQUENCE
GS-07P-07-HH-D-0083
GS-P-07-12-HH-5050
RICHTER ARCHITECTS
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DATE DRAFTED: 05/21/14
SHEET SIZE: 34 x 44
LAREDO-CONVENT.RVT
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TX0116CV
As indicated
CANOPY CEILING PLANS
LMG/AD
SC
A114 089A 1
1/8" = 1'-0"
CEILING PLAN - SECONDARY CANOPY
1/8" = 1'-0"
CEILING PLAN - HARD SECONDARY
1/8" = 1'-0"
CEILING PLAN - PRE-PRIMARY CANOPY
1/8" = 1'-0"
CEILING PLAN - PEDESTRIAN CANOPY
(BID OPTION #1)
3/8" = 1'-0"
TYP. INDUSTRIAL FAN @ BOOTH - FRAMING PLAN
2 2
2 08-01-2014 AMENDMENT NO. 8
B CA
A300
A103 1
A301
A103
A302
A300
D
CA CB
NEW ELASTOMERIC PAINT
ON EXISTING STUCCO - TYP.
EXISTING MISSION TILE ROOF
NEW SECONDARY CANOPY
MONITORS
RE: SHT. A500 FOR CLERESTORY
WINDOW & TRANSLUCENT FABRIC
MEMBRANE DETAILS
NEW LOUVER VENT
NEW CONTINOUS
LOUVER SCREEN
EXISTING TILED CUPOLA
EXISTING MTL. WINDOWS
REFURBISH & PAINT
FRAMES
NEW CONTINOUS
LOUVERED ROOF VENT
NEW ARCHITECTURAL CONCRETE WALL
RE: STRUCTURAL DRWG. S1.01
NEW SECONDARY CANOPY
RE: 1/A500 FOR FINISH
NEW T.A.B.C. BOOTH
NEW SCREEN WALL
EXISTING BUILDING
NEW ARCHITECTURAL
CONCRETE
ENCLOSURE WALL
NEW RAMP & RAILING
NEW ARCHITECTURAL
CONCRETE @ LANDSCAPING
PLANTER
EXISTING CHIMNEY
A104
201A 200201A 200 228
302A
401A
501A501B
EXIST. WD. MARQUISE CANOPY
EXISTING MTL. WINDOWS
REFURBISH & PAINT FRAMES
NEW ELASTOMERIC
PAINT ON EXISTING
STUCCO - TYP.
NEW CMU INFILL &
STUCCO FINISH TO
MATCH EXIST. W/
ELASTOMERIC
PAINT. REFER TO
DETAIL 3/A200
A112
A309
BC A
A300
A103
A103
A302
A300
CACB
A302
A103
004005003
100E 100F 100G 100H
NEW WINDOWS
RE: WINDOW SCHEDULE
NEW ORNAMENTAL
METAL FENCE
NEW GALVANIZED PIPE
RAILING-PAINT
EXISTING MISSION TILE
ROOF
NEW ELASTOMERIC PAINT
ON EXISTING STUCCO - TYP.
EXISTING FASCIA &
SOFFIT- PAINTED
EXISTING TILED
CUPOLA
EXISTING MTL. WINDOWS -
REFURBISH & PAINT
FRAMES
EXISTING CHIMNEY
EXIST. LOUVER
LOCATION - PROVIDE
NEW LOUVER
NEW ELASTOMERIC PAINT ON
EXISTING STUCCO - TYP.
EXISTING AWNING
TO REMAIN. PAINT
NEW SECONDARY CANOPY
MONITORS
RE: SHEET A500 FOR CLERESTORY
WINDOW & TRANSLUCENT FABRIC
MEMBRANE DETAILS.
NEW SECONDARY CANOPY
RE: DTL. 1/A500 FOR FINISH
NEW POV BOOTHS
RE: POV-AB
SHEETS FOR
BOOTH DETAILS
NEW GANTRY W/ COMPUTERIZED
DISPLAY BOARDS @ POV LANES
PRECAST CONC.
TRENCH
RE: POV-AL SERIES
NEW CONCRETE RETAINING
WALL, RE: CIVIL/STRUCTURAL
DWGS
EXISTING BUILDING
BEYOND
ORNAMENTAL
METAL FENCE
BEYOND
COOLING TOWER
FUEL STORAGE
OVERHEAD COILING DOOR
HOLLOW METAL DOOR &
FRAME - PAINT
EMERGENCY
GENERATOR
42" HIGH, HOT DIP, GALV.
STEEL GUARDRAIL
CONCRETE CISTERN
RE: STRUCTURAL DWGS
GALVANIZED METAL
SHIP LADDER
GALVANIZED METAL
GUARDRAIL BEYOND
302C
401C
501E 501D501F
NEW ELECTROCHROMIC
GLAZING @ WEST WALL
OF BOOTH NO. 1 ONLY
RE: SPEC. 088000 -
GLAZING
A500
INTAKE AIR LOCATION
FOR POV BOOTHS
006B
006A
NEW ELASTOMERIC PAINT
ON EXISTING STUCCO - TYP.
EXISTING MTL. WINDOWS -
REFURBISH & PAINT
FRAMES
100D
NEW CMU INFILL W/
STUCCO FINISH TO
MATCH EXIST. W/
ELASTOMERIC PAINT.
RE: DETAIL 3/A200
A303
A102
NEW CONTINOUS
LOUVER SCREEN
402.00'
T.O. CISTERN
382.00'
B.O. CISTERN
406.00'
TOP OF CHILLER
SUPPORT FRAME
A112
A112
3/4" PLASTER ON
SELF-FURRING
METAL LATH. LAP
NEW LATH OVER
EXIST. LATH AS
SHOWN
EXISTING
MASONRY
WALL TO
REMAIN
EXISTING PLASTER
AND LATH. DEMO.
MAX. OF 4" IN
PREPARATION FOR
NEW LATH AND
PLASTER
EXISTING 2"
TERRA COTTA
TO REMAIN
EXPOSED 6x8x16
CMU INFILL
M A
X
CONT. AIR
BARRIER OVER
CMU INFILL &
JOINTS
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GENERAL SERVICE ADMINISTRATION
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R A
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S B
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D
IN
G P
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C T
D R
A W
IN
G
A/E CON. NO.
A/E TASK NO.
CONS. CONTR.
CONS. WORK
PRIME A/E
SUB A/E
CONSTR. CON.
NAME
ADDRESS
BUILDING NO.
OTHER
BUILDING NOs.
FACILITY CODE
PROJECT
TITLE
PROJECT
DESCRIPTION
PROJECT NO.
GSA PM
SUBMISSION
SUB. DATE
DRAWING TITLE
FILE NAME
FLOOR NO.
DRAWN BY
CHECKED BY
DRAWING NO.
DISCIPLINE SHEET TYPE SEQUENCE
GS-07P-07-HH-D-0083
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RICHTER ARCHITECTS
LAREDO CONVENT PORT OF ENTRY
LAREDO CONVENT
U.S. PORT OF ENTRY
PORT OF ENTRY
AT LAREDO CONVENT
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RAUL MORENO
100% BID DOCUMENTS SUBMISSION
SCALE:
DATE DRAFTED: 05/21/14
SHEET SIZE: 34 x 44
LAREDO-CONVENT.RVT
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TX0116CV
As indicated
EXTERIOR ELEVATIONS - NORTH & SOUTH
LMG
SC
A200 091A 2
1/8" = 1'-0"
MAIN BUILDING - NORTH
1/8" = 1'-0"
MAIN BUILDING - SOUTH
3" = 1'-0"
INFILL DETAIL @ DEMO'D. LOUVERS2
CLASS V SAFE
UNDERCOUNTER
SOLID SURFACE COUNTER TOP &
INTEGRAL SOLID SURFACE FASCIA
SPEAKTHROUGH
PORT
PENCIL DRAWERS
PROCESSING
155A
GYP. BD - PAINT
A505
THREAT
SIDE
SECURE
SIDE
OPEN TO
STRUCTURE
4" 4' - 1 1/2"3' - 6"3' - 6"3' - 6"3' - 6"3' - 6"3' - 6"
1' - 9"1' - 9"1' - 9"1' - 9"1' - 9"1' - 9"1' - 9"1' - 9"1' - 9"1' - 9"1' - 9"1' - 9"
"GYP. BD. W/ S.S. PANEL WAINSCOT
BASE AS SCHED.
B.R. GLAZING
ABOVE COUNTER
CASHIER'S DRAWERS SOLID SURFACE COUNTER TOP &
INTEGRAL SOLID SURFACE FASCIA
B.R. GLAZING
PROCESSING
CIRCULATION
I-94 QUEING
PORCELAIN PANELS
155A
EXISTING CONCRETE BEAM - PAINT
GYP. BD - PAINT
GYP. BD - PAINT
A505
F.F.
3' - 6"3' - 6"3' - 6"3' - 6"3' - 6"3' - 6"4' - 1 1/2"4"
1' - 9"1' - 9"1' - 9"1' - 9"1' - 9"1' - 9"1' - 9"1' - 9"1' - 9"1' - 9"1' - 9"1' - 9"
105B 155C 152A
PTD. GYP.
BOARD
PTD. GYP.
BOARD
THREAT SIDE SECURE SIDE
ACOUSTIC
CEILING
ACOUSTIC
CEILING
EXIST. CONC. COLUMN
- PAINT
P. LAM BASE CABINETS
W/ ADJ. SHELVES
SOLID SURFACE
COUNTER TOP &
BACKSPLASH
4' - 0"
A506
THREAT SIDESECURE SIDE
A505
A505
SIM.
PROCESSING
CIRCULATION
3' - 6" 1' - 9" 1' - 9" 3' - 6" 3' - 6" 1' - 9"
10' - 6" 2' - 11 1/2" 4"
SOLID SURFACE COUNTER TOP &
INTEGRAL SOLID SURFACE FASCIA
B.R. GLAZING
PORCELAIN PANELS
PORCELAIN PANELS GYP. BD. -
PAINT
GYP. BD - PAINT
PORCELAIN
TITLE BASE
OPEN TO STRUCTURE -
REFER CEILING PLAN
THIS AREA.
F.F.
A505
SOLID SURFACE
COUNTER TOP &
INTEGRAL SOLID
SURFACE FASCIA W/
SUPPORT BRACKETS
PENCIL DRAWERS
SECURE
SIDE
THREAT
SIDE
4"
2' - 11 1/2" 3' - 6" 3' - 6" 3' - 6" 3' - 6" 3' - 6"
1' - 9" 1' - 9" 1' - 9" 1' - 9" 1' - 9" 1' - 9" 1' - 9" 1' - 9" 1' - 9" 1' - 9"
B.R. GLAZING
GYP. BD. W/ S.S. PANEL
WAINSCOT
SPEAKTHROUGH
PORT
EXIST. STL. COLUMN
- PAINT (SHOWN DASHED
FOR CLARITY)
BASE AS SCHED.
2"x2" S.S.
SUPPORT
COLUMNS,
TYP.
ABOVE COUNTER
CASHIER'S DRAWERS
B.R. GLAZING
SPEAKTHROUGH
PORT
SOLID SURFACE
COUNTER TOP &
INTEGRAL SOLID
SURFACE FASCIA
PORCELAIN PANELS
ACOUSTIC
CEILING
2' - 4"
B.R. GLAZING
SPEAKTHROUGH
PORT
SOLID SURFACE
COUNTER TOP &
INTEGRAL SOLID
SURFACE FASCIA
PENCIL
DRAWER
ACOUSTIC
CEILING
F.F.
GYP. BD. W/ S.S.
PANEL WAINSCOT
S.S. BACKSPLASH
CONT. TO B.O.
CABINETS ABOVE
30" DEEP S.S.
CNTR. TOP
S.S BASE CABINET
W/ 4 EQ. DRAWERS
3"1' - 10"1' - 10"1' - 10"1' - 10"1' - 10"1' - 10"1' - 10"1' - 10"1' - 10"3"
1' - 3"4' - 9"1' - 3"2' - 6"1' - 3"4' - 9"1' - 3"
A506
A506
A506
S.S. UPPER CABINETS W/ ADJ. SHELVES UNDER COUNTER
LED TASK LIGHTS
RE: ELECTRICAL
SINK W/ EYE WASH
RE: PLUMBING
OPENOPEN
S.S BASE CABINET
W/ 4 EQ. DRAWERS
EXIST. CONC. BEAM - PAINT
BASE AS SCHED.
CLASS V SAFE
SECURE TO FLOOR
2' - 6" 2' - 6" 2' - 6" 1' - 10 3/4"
S.S. UPPER CABINETS W/
ADJ. SHELVES
8' - 8"
2' - 2" 2' - 2" 2' - 2" 2' - 2"
S.S. BACKSPLASH CONT.
TO B.O. UPPER CABINETS
S.S. BASE CABINETS W/
ADJ. SHELVES
S.S. DRAWERS
UNDER COUNTER
LED TASK LIGHTS
RE: ELEC. LIGHTING
SCHEDULE
S.S. COUNTER TOP
A506
GYP. BD. - PAINT
3' - 0" 3' - 0" 3' - 0"
P. LAM BASE CABINETS
W/ ADJ. SHELVES
SOLID SURFACE
COUNTER TOP
OPENOPEN
EXIST. CONC. COLUMN BEYOND
- PAINT
A506
10' - 0"
2' - 6" 2' - 6" 2' - 6" 2' - 6"
2' - 0" 2' - 0" 2' - 0" 2' - 0" 2' - 0"
GYP. BD. - PAINT
P.LAM. UPPER CABINETS
W/ ADJ. SHELVES
SOLID SURFACE COUNTER
TOP & BACKSPLASH
P.LAM. BASE CABINETS
W/ ADJ. SHELF
COPIER
LOCATION
(N.I.C.)
BASE AS SCHED.
A506
REVEAL
1/4"
R E
V E
A L
/4
R
E V
E A
L
/4
A211
GYP. BD. PAINT
R E
V E
A L
/4
R E
V E
A L
/4
REVEAL
1/4"
1/4" PREFINISHED PLYWOOD PANEL
1/4" PREFINISHED PLYWOOD PANEL
1/4" PREFINISHED PLYWOOD PANEL
1/4" PREFINISHED PLYWOOD PANEL
4' - 0"
EXPOSED 1/4" PLYWD. BACKER BOARD - PNT.
TYP. FOR ALL VERTICAL/HORIZONTAL REVEALS
/4
/4
/4
/4
W A
IN
S
C O
T
TRIM PIECE
F.F.
1/4" PLYWD. BACKER BOARD
PRESSING SIDE
RE.: PARTITIONS TYPES
FOR WALL CONSTRUCTION
NOTE: SHOP CUT OPENINGS TO
RECEIVE HARDWARE, FIRE ALARM
& PROTECTION EQUIPMENT,
ELECTRICAL OR SIMILAR ITEMS.
1/4" PREFINISHED
PLYWOOD PANEL
1/4" PLYWD. BACKER
BOARD
REVEAL
REVEAL
REVEAL
REVEAL
GYP. BD. - PAINT
1/4" PLYWD. BACKER BOARD
EXPOSED 1/4" PLYWD.
BACKER BOARD - PNT.
TYP. FOR ALL VERTICAL/
HORIZONTAL REVEALS
F.F.
PRESSING SIDE
REVEAL
REVEAL
REVEAL
GYP. BD. - PAINT
PORCELAIN PANEL ON 1/4"
CEMENT BD.
A.F.F.
10'-2" (+ -)
/4
/4
/4
/4
PORCELAIN PANEL ON 1/4"
CEMENT BD.
PORCELAIN PANEL ON 1/4"
CEMENT BD.
REVEAL
A506
1 1/4"2' - 10"2' - 10"2' - 10"1 1/4"
(8) EQ. BAYS
8' - 8" + -
OPEN MAIL SLOTS
GYP. BD. - PAINT
GYP. BD. - PAINT
P.LAM. BASE CABINETS
W/ ADJ. SHELF
SOLID SURFACE
COUNTER TOP
& BACKSPLASH
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GENERAL SERVICE ADMINISTRATION
LAREDO CONVENT
U.S. PORT OF ENTRY
2 0 1 S O U T H U P P E R B R O A D W A Y, C O R P U S C H R I S T I, T E X A S 78401
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R A
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S
C A
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R A
C T
O R
S B
U
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D
IN
G P
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C T
D R
A W
IN
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A/E CON. NO.
A/E TASK NO.
CONS. CONTR.
CONS. WORK
PRIME A/E
SUB A/E
CONSTR. CON.
NAME
ADDRESS
BUILDING NO.
OTHER
BUILDING NOs.
FACILITY CODE
PROJECT
TITLE
PROJECT
DESCRIPTION
PROJECT NO.
GSA PM
SUBMISSION
SUB. DATE
DRAWING TITLE
FILE NAME
FLOOR NO.
DRAWN BY
CHECKED BY
DRAWING NO.
DISCIPLINE SHEET TYPE SEQUENCE
GS-07P-07-HH-D-0083
GS-P-07-12-HH-5050
RICHTER ARCHITECTS
LAREDO CONVENT PORT OF ENTRY
LAREDO CONVENT
U.S. PORT OF ENTRY
PORT OF ENTRY
AT LAREDO CONVENT
NTX00007
RAUL MORENO
100% BID DOCUMENTS SUBMISSION
SCALE:
DATE DRAFTED: 05/21/14
SHEET SIZE: 34 x 44
LAREDO-CONVENT.RVT
CONVENT STREET
LAREDO, TEXAS
05/23/2014
TX0116CV
As indicated
INTERIOR ELEVATIONS
LMG
SC
A211 095A 2
3/8" = 1'-0"
PROCESSING COUNTER (155) - EAST
3/8" = 1'-0"
PROCESSING COUNTER (155) - WEST
3/8" = 1'-0"
PROCESSING (155) - NORTH
3/8" = 1'-0"
PERMISO COUNTER (157) - NORTH
3/8" = 1'-0"
PERMISO COUNTER (157) - SOUTH
3/8" = 1'-0"
SECONDARY PROC. (109) - EAST
3/8" = 1'-0"
SECONDARY PROC. (109) - WEST
3/8" = 1'-0"
SEIZ…
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