Drawing_49-60_pages.pdf
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A
1.11.1
4.4
B C
ELEC
TOOL ROOM
COMBAT
SPARES
COMM 1
MENS
CONSOLIDATED
BENCH
REPAIR
WOMENS
JAN
NON-SENS
SECURE
STOR
CORRIDOR
MECH
FLUID DISTR
ARMS VAULT
BREAK /
TRAINING
OFFICE 1
OFFICE 2
ADMIN SHOP
CONTROL
EXP EXP EXP EXP
EXP
EXP
REPAIR
AREA
MAINTENANCE
AREA
3.5
2.5
EXP
COMSEC
VAULT
A.F.F.9' - 0"
A.F.F.9' - 0"
A.F.F.9' - 0"
A.F.F.9' - 0"
A.F.F.9' - 0"
A.F.F.9' - 0" A.F.F.9' - 0"
A.F.F.9' - 0"
EXP
EXP
A
B C
COMM 2
CORRIDOR
TRAINING
ROOM
UNASSIGNED
A.F.F.9' - 0"
A.F.F.9' - 0"A.F.F.9' - 0" A.F.F.9' - 0"
10 11 00.02 10 11 00.02
10 22 39.01
10 11 00.0110 11 00.01
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.
PLAN NORTH
A
B
KEY PLAN
US Army Corps of Engineers ®
SHEET ID
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1 2 3 4 5
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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-122
R E
F L E
C T
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C E
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IN
G P
L A
N
C O
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A N
D S
E C
O N
D F
L O
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C O
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S O
F E
N G
IN
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T W
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T H
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E X
A S
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M P
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D R
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A P
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-1 -D
-0
95% DESIGN SUBMITTAL
F O
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H O
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A S
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F R
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O V
A T
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1/8" = 1'-0"A-122
A1 REFLECTED CEILING PLAN - FIRST FLOOR
1/8" = 1'-0"A-122
A3 REFLECTED CEILING PLAN - SECOND FLOOR
M A
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KEYNOTES
KEYNOTE NOTE
10 11 00.01 RECESSED MOUNTED PROJECTION SCREEN, REFER ELEC / COMM
DRAWINGS FOR ELEC / DATA CONNECTIONS.
10 11 00.02 PROJECTOR MOUNT, REFER ELEC / COMM DRAWINGS FOR ELEC /
DATA CONNECTIONS..
10 22 39.01 NEW FOLDING PANEL PARTITION W/ SUPPORT SYSTEM.
0' 8' 16'
GRAPHIC SCALE 1/8" = 1'-0"
4'
FIN FLR 1ST
100' - 0"
FIN FLR 2ND
112' - 0"
TOS
124' - 0"
ABCDEFHJ
A1
A-311
A1
A-302
A.8 A.2F.5F.7G.7G.9 F.9
08 33 23.01 08 33 23.01
05 50 13.0105 50 13.0105 50 13.0105 50 13.01
08 33 23.01
05 50 13.0105 50 13.01
05 50 13.01
13 34 19.03
05 50 13.01
2ND FLR
110' - 8"
A2
A-301
TOS HIGH BAY
128' - 0" 26 00 00.0226 00 00.02
26 00 00.02
07 60 00.01
07 60 00.02
07 60 00.01
07 60 00.02
23 00 00.0223 00 00.02 23 00 00.02
05 50 13.0205 50 13.02
07 60 00.03
13 34 19.02
07 60 00.03
13 34 19.0213 34 19.02
FIN FLR 1ST
100' - 0"
FIN FLR 2ND
112' - 0"
TOS
124' - 0"
A B C D E F H J
A1
A-302
A.8A.2 F.5 F.7 G.7 G.9F.9
08 33 23.01
05 50 13.0105 50 13.01 08 33 23.01 05 50 13.01 05 50 13.01 08 11 13.0108 11 13.01
08 33 23.01 13 34 19.02
13 34 19.03
04 20 00.01
04 20 00.01
2ND FLR
110' - 8"
A2
A-301
TOS HIGH BAY
128' - 0"
07 60 00.0107 60 00.01
07 60 00.03 07 60 00.03
26 00 00.02
26 00 00.02
23 00 00.0223 00 00.02 05 50 13.02
05 50 13.02
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
OTHERWISE NOTED.
GENERAL NOTES
US Army Corps of Engineers ®
SHEET ID
U .S
A
R M
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N G
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D
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1 2 3 4 5
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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-201
E X
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T H
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E X
A S
T C
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M P
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A P
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-0
95% DESIGN SUBMITTAL
F O
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F R
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O V
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1/8" = 1'-0"A-201
A1 ELEVATION - NORTH
1/8" = 1'-0"A-201
C1 ELEVATION - SOUTH
KEYNOTES
KEYNOTE NOTE
04 20 00.01 INFILL OPENING IN 8" CMU WALL WITH NEW 8" CMU TOOTHING 1/3 - 1/4
LENGTH OF A CMU UNIT. PROVIDE #5 HORIZONTAL REBAR DOWELS
AT EACH END OF OPENING AT 16" O.C.
05 50 13.01 NEW 5" STEEL PIPE BOLLARD, CONCRETE FILLED, PRIMED AND
PAINTED.
05 50 13.02 NEW CROSSMEMBER - REFER STRUCTURAL.
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.
08 11 13.01 NEW HOLLOW METAL DOOR AND FRAME AS SCHEDULED.
08 33 23.01 NEW OVERHEAD COILING METAL DOOR AS SCHEDULED.
13 34 19.02 NEW PREFINISHED METAL WALL PANELS ON NEW METAL BUILDING
WALL GIRT FRAMING MEMBERS.
13 34 19.03 NEW PREFINISHED ROOF PANELS ON NEW METAL BUILDING ROOF
PURLIN FRAMING MEMBERS.
23 00 00.02 NEW MECHANICAL DUCTWORK/EXHAUST FAN PENETRATION,
COORDINATE EXACT LOCATIONS WITH MEP.
26 00 00.02 EXIST. LIGHT FIXTURE REINSTALLED
M A
R K
D E
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IP
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N D
A T
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0' 8' 16'
FIN FLR 2ND
112' - 0"
TOS
124' - 0"
234678910111213 1.14.45
C1
A-302
A1
A-301
C1
A-301
3.5 2.5
05 50 13.01
08 33 23.01 08 33 23.01
05 50 13.01
13 34 19.02
08 51 13.01
08 11 13.01
08 33 23.01 08 11 13.01
08 51 13.01
04 20 00.01
04 20 00.01
1"
1'-0"
1"
1'-0"
2ND FLR
110' - 8"
TOS HIGH BAY
128' - 0"
26 00 00.02
07 60 00.02
26 00 00.02
23 00 00.02
23 00 00.02
23 00 00.0223 00 00.02
13 34 19.02
05 50 13.02 05 51 00.01
05 50 13.0205 50 13.01 05 50 13.01
FIN FLR 1ST
100' - 0"
FIN FLR 2ND
112' - 0"
TOS
124' - 0"
2 3 4 6 7 8 9 10 11 12 131.1 4.4 5
C1
A-302
A1
A-301
C1
A-301
3.52.51 4.7
08 51 13.01
08 51 13.01
08 11 13.01
08 51 13.0105 50 13.0105 50 13.01
1"
1'-0" 1"
1'-0"
07 60 00.03 07 60 00.01
05 50 13.01 05 50 13.01
08 33 23.0104 20 00.0104 20 00.01
13 34 19.02
2ND FLR
110' - 8"
4.31.2 2.3 3.7
TOS HIGH BAY
128' - 0"
A2
A-312
26 00 00.0226 00 00.02
23 00 00.0223 00 00.02 23 00 00.02
13 34 19.02
05 51 00.01
05 50 13.0105 50 13.01
13 34 19.02
05 50 13.02
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
OTHERWISE NOTED.
GENERAL NOTES
US Army Corps of Engineers ®
SHEET ID
U .S
A
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N G
IN
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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
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FOR INTERIM REVIEW
ONLY, NOT FOR
CONSTRUCTION
TROY C. SECORD
TEXAS REGESTRATION
NO. 12994 A-202
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D R
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-0
95% DESIGN SUBMITTAL
F O
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1/8" = 1'-0"A-202
C1 ELEVATION - WEST
1/8" = 1'-0"A-202
A1 ELEVATION - EAST
KEYNOTES
KEYNOTE NOTE
04 20 00.01 INFILL OPENING IN 8" CMU WALL WITH NEW 8" CMU TOOTHING 1/3 - 1/4
LENGTH OF A CMU UNIT. PROVIDE #5 HORIZONTAL REBAR DOWELS
AT EACH END OF OPENING AT 16" O.C.
05 50 13.01 NEW 5" STEEL PIPE BOLLARD, CONCRETE FILLED, PRIMED AND
PAINTED.
05 50 13.02 NEW CROSSMEMBER - REFER STRUCTURAL.
05 51 00.01 NEW METAL STAIR SYSTEM, PRIMED AND PAINTED. REFER
STRUCTURAL.
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.
08 11 13.01 NEW HOLLOW METAL DOOR AND FRAME AS SCHEDULED.
08 33 23.01 NEW OVERHEAD COILING METAL DOOR AS SCHEDULED.
08 51 13.01 NEW INSULATED ALUMINUM WINDOW AS SCHEDULED WITH BLAST
RESISTANT, TEMPERED GLAZING.
13 34 19.02 NEW PREFINISHED METAL WALL PANELS ON NEW METAL BUILDING
WALL GIRT FRAMING MEMBERS.
23 00 00.02 NEW MECHANICAL DUCTWORK/EXHAUST FAN PENETRATION,
COORDINATE EXACT LOCATIONS WITH MEP.
26 00 00.02 EXIST. LIGHT FIXTURE REINSTALLED
M A
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D E
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0' 8' 16'
FIN FLR 2ND
112' - 0"
TOS
124' - 0"
ABC
A1
A-302
MAINTENANCE
AREA
EXIST. MTL. ROOF
AND WALL SYSTEM
TO REMAIN IN PLACE
EXIST. MTL. ROOF
AND WALL SYSTEM
TO REMAIN IN PLACE
05 51 00.01
08 11 13.01
08 11 13.01
08 33 23.01
03 33 00.01
1"
1'-0"
1"
1'-0"
09 29 00.0109 29 00.01
03 33 00.03
08 34 19.00
05 50 13.01
05 51 00.01
05 50 13.0105 50 13.01 05 50 13.01
FIN FLR 1ST
100' - 0"
FIN FLR 2ND
112' - 0"
TOS
124' - 0"
A BA1
A-302
A-311
A2
A-311
A3
TRAINING
ROOM
UNASSIGNED
CONSOLIDATED
BENCH
REPAIR
EXIST. PREFINISHED MTL.
ROOF AND MTL BLDG
FRAMING SYSTEM TO
REMAIN IN PLACE
1"
1'-0"
13 34 19.02
04 20 00.02
10 22 39.01
03 33 00.02
COMSEC
VAULT
08 33 23.01 08 11 13.0108 11 13.01
04 20 00.0304 20 00.03
A-105
C1
05 51 00.01
05 50 13.01
05 51 00.01
05 50 13.01 08 34 19.01
FIN FLR 1ST
100' - 0"
1.14.4
C1
A-302
3.5 2.5 14.7 4.3 1.22.33.7
08 33 23.01
13 34 19.02
13 34 19.03
13 34 19.01
07 60 00.01
08 33 23.01
13 34 19.02
07 60 00.01
13 34 19.03
05 50 13.01 05 50 13.01
A-312
A1
TOS HIGH BAY
128' - 0"
A-312
A1 SIM.
O.H.
14 00 00.01
05 50 13.02
05 50 13.02
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 ®
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1 2 3 4 5
D
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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-301
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
IN
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E R
S F
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T W
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T H
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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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- W G
-1 -D
-0
95% DESIGN SUBMITTAL
F O
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H O
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A S
D E
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N O
F T
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F R
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1/8" = 1'-0"A-301
A1 BUILDING SECTION
1/8" = 1'-0"A-301
C1 BUILDING SECTION
KEYNOTES
KEYNOTE NOTE
03 33 00.01 NEW CONCRETE FLOOR SLAB AND STEEL DECK OVER STEEL JOIST,
REFER STRUCTURAL FOR ADDITIONAL INFORMATION.
03 33 00.02 NEW CONCRETE FLOOR SLAB ABOVE VAULTS, REFER STRUCTURAL
FOR REINFORCNING AND ADDITIONAL INFORMATION.
03 33 00.03 NEW CONCRETE WALL, REFER STRUCTURAL FOR REINFORCING AND
ADDITIONAL INFORMATION.
04 20 00.02 NEW 8" CMU EXTERIOR WALL REINFORCED W/ #5 VERTICAL
REINFORCING AT 12" O.C. IN GROUT FILLED CELLS AND DOWELED TO
EXISTING CONC FOUNDATION.
04 20 00.03 NEW 8" CMU INTERIOR CMU WALL REFER STRUCTRUAL FOR
REINFORCING.
05 50 13.01 NEW 5" STEEL PIPE BOLLARD, CONCRETE FILLED, PRIMED AND
PAINTED.
05 50 13.02 NEW CROSSMEMBER - REFER STRUCTURAL.
05 51 00.01 NEW METAL STAIR SYSTEM, PRIMED AND PAINTED. REFER
STRUCTURAL.
07 60 00.01 NEW PREFINISHED METAL GUTTERS TO MATCH EXISTING.
08 11 13.01 NEW HOLLOW METAL DOOR AND FRAME AS SCHEDULED.
08 33 23.01 NEW OVERHEAD COILING METAL DOOR AS SCHEDULED.
08 34 19.00 ROLLING SERVICE DOORS.
08 34 19.01 NEW PASS THRU SLIDING WINDOW SYSTEM AS SCHEDULED.
09 29 00.01 NEW PAINTED GYPSUM WALL BOARD.
10 22 39.01 NEW FOLDING PANEL PARTITION W/ SUPPORT SYSTEM.
13 34 19.01 NEW METAL BUILDING RIGID CLEAR SPAN FRAME - REFER
STRUCTURAL FOR FOUNDATION AND LOADING CONDITIONS.
13 34 19.02 NEW PREFINISHED METAL WALL PANELS ON NEW METAL BUILDING
WALL GIRT FRAMING MEMBERS.
13 34 19.03 NEW PREFINISHED ROOF PANELS ON NEW METAL BUILDING ROOF
PURLIN FRAMING MEMBERS.
14 00 00.01 CONVEYING EQUIPMENT AS SCHEDULED
M A
R K
D E
S C
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IO
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A T
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1/8" = 1'-0"A-301
A2 BUILDING SECTION
0' 8' 16'
T ectonic Cop yright 2007
100' - 0"
FIN FLR 2ND
112' - 0"
TOS
124' - 0"
2 3 4 6 7 8 9 10 11 12 135
C1
A-302 A1
A-301
C1
A-301 A-311
A4
ADMIN SHOP
CONTROL
BREAK /
TRAINING
ARMS VAULT
TRAINING
ROOM
MAINTENANCE
AREA
08 51 13.01
08 34 19.01
04 20 00.03
09 51 00.01 03 33 00.01
EXIST. PREFINISHED MTL.
ROOF AND MTL BLDG
FRAMING SYSTEM TO
REMAIN IN PLACE
CORRIDOR
COMM 1
COMSEC
VAULT
CORRIDOR
03 33 00.0303 33 00.03 05 50 13.0105 50 13.01
08 33 23.01
EXIST. COILING
OVERHEAD DOOR
(BEYOND)
EXIST. COILING
OVERHEAD DOOR
(BEYOND)
EXIST. COILING
OVERHEAD DOOR
(BEYOND)
NEW CONCRETE
SERVICE PIT - REF:
STRUCT.
(BEYOND)
EXIST. PREFINISHED MTL.
ROOF AND MTL BLDG
FRAMING SYSTEM TO
REMAIN IN PLACE
FIN FLR 1ST
100' - 0"
FIN FLR 2ND
112' - 0"
TOS
124' - 0"
A B D E F H J A1
A-311
A1
A-302
REPAIR
AREA
NON-SENS
SECURE
STOR
OFFICE 1
ADMIN SHOP
CONTROL
F.5 F.7 G.7 G.9F.9
13 34 19.03
13 34 19.02
13 34 19.01 13 34 19.01
1"
1'-0" 1"
1'-0"
1"
1'-0"
EXIST. PREFINISHED MTL.
ROOF AND MTL BLDG FRAMING
SYSTEM TO REMAIN IN PLACE
EXIST. PREFINISHED MTL.
ROOF AND MTL BLDG FRAMING
SYSTEM TO REMAIN IN PLACE
07 60 00.03
07 60 00.03
13 34 19.02
EXIST. PREFINISHED
MTL. ROOF AND MTL
BLDG FRAMING
SYSTEM TO REMAIN
IN PLACE
08 11 13.0108 11 13.01
04 20 00.03
08 33 23.01
05 50 13.0105 50 13.01
04 20 00.01
08 33 23.01
05 50 13.0105 50 13.01 05 50 13.0105 50 13.01
09 51 00.0109 51 00.01
A2
A-301
A-312
A2
EXIST. OVERHEAD
CRANE
EXIST. COILING
OVERHEAD DOOR
(BEYOND)
05 50 13.01
EXIST. COILING
OVERHEAD DOOR
(BEYOND)
EXIST. COILING
OVERHEAD DOOR
(BEYOND)
(BEYOND)
08 33 23.01
(BEYOND) (BEYOND)
13 34 19.03
13 34 19.01
08 34 19.0105 50 13.01
05 52 00.00
05 51 00.01
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
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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 A-302
B U
IL
D
IN
G
S E
C T
IO
N
S
C O
R P
S O
F E
N G
IN
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E R
S F
O R
T W
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T H
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E X
A S
T C
S
M P
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D R
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A P
R
IL
- W G
-1 -D
-0
95% DESIGN SUBMITTAL
F O
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H O
O D
T
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A S
D E
S
IG
N O
F T
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F R
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O V
A T
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N
S B
L D
G
1/8" = 1'-0"A-302
A1 BUILDING SECTION
1/8" = 1'-0"A-302
C1 BUILDING SECTION
KEYNOTES
KEYNOTE NOTE
08 11 13.01 NEW HOLLOW METAL DOOR AND FRAME AS SCHEDULED.
08 33 23.01 NEW OVERHEAD COILING METAL DOOR AS SCHEDULED.
08 34 19.01 NEW PASS THRU SLIDING WINDOW SYSTEM AS SCHEDULED.
08 51 13.01 NEW INSULATED ALUMINUM WINDOW AS SCHEDULED WITH BLAST
RESISTANT, TEMPERED GLAZING.
09 51 00.01 NEW SUSPENDED ACOUSTICAL CEILING SYSTEM.
13 34 19.01 NEW METAL BUILDING RIGID CLEAR SPAN FRAME - REFER
STRUCTURAL FOR FOUNDATION AND LOADING CONDITIONS.
13 34 19.02 NEW PREFINISHED METAL WALL PANELS ON NEW METAL BUILDING
WALL GIRT FRAMING MEMBERS.
13 34 19.03 NEW PREFINISHED ROOF PANELS ON NEW METAL BUILDING ROOF
PURLIN FRAMING MEMBERS.
KEYNOTES
KEYNOTE NOTE
03 33 00.01 NEW CONCRETE FLOOR SLAB AND STEEL DECK OVER STEEL JOIST,
REFER STRUCTURAL FOR ADDITIONAL INFORMATION.
03 33 00.03 NEW CONCRETE WALL, REFER STRUCTURAL FOR REINFORCING AND
ADDITIONAL INFORMATION.
04 20 00.01 INFILL OPENING IN 8" CMU WALL WITH NEW 8" CMU TOOTHING 1/3 - 1/4
LENGTH OF A CMU UNIT. PROVIDE #5 HORIZONTAL REBAR DOWELS
AT EACH END OF OPENING AT 16" O.C.
04 20 00.03 NEW 8" CMU INTERIOR CMU WALL REFER STRUCTRUAL FOR
REINFORCING.
05 50 13.01 NEW 5" STEEL PIPE BOLLARD, CONCRETE FILLED, PRIMED AND
PAINTED.
05 51 00.01 NEW METAL STAIR SYSTEM, PRIMED AND PAINTED. REFER
STRUCTURAL.
05 52 00.00 METAL RAILINGS.
07 60 00.03 NEW PREFINISHED METAL RAKE EDGE TRIM & FLASHING TO MATCH
EXISTING.
M A
R K
D E
S C
R
IP
T
IO
N D
A T
E
0' 8' 16'
TOS
124' - 0"
4.4
TOS 1ST FLR
109' - 4"
EXISTING STANDING
SEAM MTL. ROOF
SYSTEM TO REMAIN
EXISTING MTL.
GUTTER TO REMAIN
NEW MTL. BLDG.
WALL GIRT
NEW R-19 MTL. BLDG.
WALL INSULATION
FULL HEIGHT
EXTERIOR WALL
SYSTEM BEYOND
EXIST. MTL BLDG. RIGID
FRAME (BEYOND) TO
REMAIN
REFER STRUCT. FOR
CONC. FLOOR SLAB
AND FOUNDATION
PREFINISHED MTL.
BLDG CLOSURE TRIM
NEW MTL. BLDG.
OVERHEAD COILING
DOOR HEADER GIRT
NEW MTL. BLDG.
WALL GIRT
NEW COILING
OVERHEAD DOOR
SYSTEM
1"
1'-0"
4.3
FIN FLR 1ST
100' - 0"
FIN FLR 2ND
112' - 0"
TOS
124' - 0"
A
TOS 1ST FLR
109' - 4"
EXISTING STANDING
SEAM MTL. ROOF
SYSTEM TO REMAIN
EXISTING MTL.
GUTTER TO REMAIN
NEW PREFINISHED
MTL WALL PANEL
NEW MTL. BLDG.
WALL GIRT
NEW R-19 MTL. BLDG.
WALL INSULATION
FULL HEIGHT
EXTERIOR WALL SYSTEM
BEYOND
EXIST. MTL BLDG. RIGID
FRAME TO REMAIN
REFER STRUCT. FOR
CONC. FLOOR SLAB
AND FOUNDATION
PREFINISHED MTL.
BLDG CLOSURE TRIM
NEW MTL. BLDG.
DOOR HEADER GIRT
NEW MTL. BLDG.
WALL GIRT
NEW MTL. BLDG.
WALL GIRT
GYP. BD. & MTL. STUD
WALL AS SCHED.
NEW CEILING AS
SCHEDULED
NEW CONC. FLOOR
SLAB OVER STEEL
DECK ON STEEL
JOIST FRAMING -
REFER STRUCT.
NEW COILING
OVERHEAD DOOR
SYSTEM
1"
1'-0"
2ND FLR
110' - 8"
FIN FLR 1ST
100' - 0"
FIN FLR 2ND
112' - 0"
TOS
124' - 0"
B
TOS 1ST FLR
109' - 4"
EXISTING STANDING
SEAM MTL. ROOF
SYSTEM TO REMAIN
EXISTING MTL.
GUTTER TO REMAIN
NEW PREFINISHED
MTL WALL PANEL
NEW MTL. BLDG.
WALL GIRT
NEW R-19 MTL. BLDG.
WALL INSULATION
FULL HEIGHT
EXIST. MTL BLDG. RIGID
FRAME TO REMAIN
REFER STRUCT. FOR
CONC. FLOOR SLAB
AND FOUNDATION
CONT. 8" CMU BOND
BEAM - REFER STRUCT.
FOR REINFORCING.
CONT. 3x3x3/16" STEEL
ANGLE
NEW MTL. BLDG.
WALL GIRT
NEW MTL. BLDG.
WALL GIRT
NEW MTL. BLDG.
WALL GIRT
GYP. BD. & MTL. STUD
WALL AS SCHED.
NEW CEILING AS
SCHEDULED
NEW CONC. FLOOR
SLAB OVER STEEL
DECK ON STEEL
JOIST FRAMING -
REFER STRUCT.
GYP. BD. & MTL. STUD
COL. FURRING BEYOND
1"
1'-0"
T.O.M.
2ND FLR
110' - 8"
A-512
B1
FIN FLR 1ST
100' - 0"
FIN FLR 2ND
112' - 0"
TOS
124' - 0"
TOS 1ST FLR
109' - 4"
EXISTING STANDING
SEAM MTL. ROOF
SYSTEM TO REMAIN
CONC WALL - REFER
STRUCTRUAL
CONC FLOOR SLAB -
REFER STRUCT.
5/8" GYP. BD. EA. SIDE
OF 6" METAL STUDS
AT 16" O.C.
SUSPENDED CEILING
SYSTEM AS SCHED.
SUSPENDED CEILING
SYSTEM AS SCHED.
6" BATT INSULATION
FULL HEIGHT
6" MTL. SLIP TRACK
CONNECTION
REFER STRUCT. FOR
CONC. FLOOR SLAB
AND FOUNDATION
2ND FLR
110' - 8"
US Army Corps of Engineers ®
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1 2 3 4 5
D
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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-311
W A
L L S
E C
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C O
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T H
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A S
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M P
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D R
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A P
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- W G
-1 -D
-0
95% DESIGN SUBMITTAL
F O
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H O
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A S
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L D
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1/2" = 1'-0"A-311
A1 WALL SECTION
1/2" = 1'-0"A-311
A2 WALL SECTION
1/2" = 1'-0"A-311
A3 WALL SECTION
1/2" = 1'-0"A-311
A4 WALL SECTION
M A
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D E
S C
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IP
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IO
N D
A T
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0' 2' 4'
GRAPHIC SCALE 1/2" = 1'-0"
1' 3'
TOS
124' - 0"
4.7
TOS HIGH BAY
128' - 0"
NEW PREFINISHED
STANDING SEAM MTL.
ROOF SYSTEM TO
MATCH EXISTING
NEW PREFINISHED
MTL. GUTTER TO
MATCH EXISTING
NEW MTL. BLDG.
WALL GIRT
NEW R-19 MTL. BLDG.
WALL INSULATION
FULL HEIGHT
NEW MTL BLDG. RIGID
FRAME (BEYOND)
REFER STRUCT. FOR
CONC. FLOOR SLAB
AND FOUNDATION
PREFINISHED
MTL. BLDG
CLOSURE TRIM
NEW MTL. BLDG.
OVERHEAD COILING
DOOR HEADER GIRT
NEW MTL. BLDG.
WALL GIRT
NEW COILING
OVERHEAD DOOR
SYSTEM
NEW STEEL CRANE
STRUCUTRE - REFER
STRUCT.
NEW MTL. BLDG. ROOF
PURLINS
NEW MTL. BLDG. VINYL
FACED INSULATION
EXTERIOR WALL
SYSTEM BEYOND
NEW STEEL PIPE
BOLLARD
1"
1'-0"
NEW PREFINISHED MTL.
DOWNSPOUT TO MATCH
EXIST.
1' - 2"
FIN FLR 1ST
100' - 0"
TOS
124' - 0"
F.5 F.7 F.9
TOS HIGH BAY
128' - 0"
NEW PREFINISHED
STANDING SEAM MTL.
ROOF SYSTEM TO
MATCH EXISTING
NEW PREFINISHED
MTL. BLDG. RAKE TRIM
NEW R-19 MTL. BLDG.
WALL INSULATION
FULL HEIGHT
NEW MTL BLDG.
RIGID FRAME
REFER STRUCT. FOR
CONC. FLOOR SLAB
AND FOUNDATION
OVERHEAD COILING
DOOR BEYOND
NEW PREFINISHED METAL
WALL PANELS ON NEW GALV. 1
1/2" MTL. HAT CHANNELS AT 24"
O.C. VERT. ATTACHED TO NEW
6" MTL. (18 GA.) MTL. STUDS AT
16" O.C. - REFER STRUCT. FOR
ADDITIONAL INFORMATION
NEW MTL. BLDG. VINYL
FACED INSULATION
NEW PREFINISHED
STANDING SEAM MTL. ROOF
SYSTEM TO MATCH EXISTING
NEW PREFINISHED MTL. BLDG.
ROOF TO WALL FLASHING
NEW MTL BLDG.
RIGID FRAME
NEW STEEL
PIPE BOLLARD
NEW MTL. BLDG. ROOF
PURLINS AND NEW MTL. BLDG.
VINYL FACED INSULATION
NEW STL. CRANE
STRUCTURE - RE: STRUC.
A-512
B2
US Army Corps of Engineers ®
SHEET ID
U .S
A
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B E
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1 2 3 4 5
D
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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-312
W A
L L S
E C
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C O
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T W
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T H
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A S
T C
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M P
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D R
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A P
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- W G
-1 -D
-0
95% DESIGN SUBMITTAL
F O
R T
H O
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A S
D E
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N O
F T
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F R
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A T
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N
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M A
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D E
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N D
A T
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1/2" = 1'-0"A-312
A1 WALL SECTION
1/2" = 1'-0"A-312
A2 WALL SECTION
0' 2' 4'
GRAPHIC SCALE 1/2" = 1'-0"
1' 3'
4.4
B C
MENS
WOMENS
JAN
A-401
B2
A-401 A2
A-401B1
A-401B3
A-401
B2 Sim
A-401
B1 Sim
3' - 3" 5' - 7" 7' - 5" 1' - 5 7/8" 14' - 10" 1' - 9"
/8
/4
/2
D1
D2
D1
D2
D2
T2
T1
D1
D1
D1
T 2T2
T1 D1
3' - 4" 1' - 4" 3' - 4" 6' - 0" 3' - 4" 3' - 3 3/4"
/8
/8
T1 D5
D1 D1
D5
D2
D2
T1
T1T1
M2
ALIGN
/4
/8
3' - 10" 3' - 0"
2' - 0"
T1
/8
/4
/8
5' - 0" 1"
M2
10 51 13.00
.0
.0
10 28 13.01
10 28 13.02
10 28 13.03
10 28 13.07
10 28 13.12
10 28 13.07
10 28 13.12
10 28 13.04
10 28 13.11
10 28 13.08
10 28 13.13 10 28 13.05
10 28 13.09
10 28 13.05
10 51 13.00
10 28 13.06
10 28 13.01
10 28 13.02
10 28 13.03
10 28 13.12
10 28 13.11
10 28 13.05
10 28 13.09
10 28 13.05
10 28 13.06
10 28 13.15
A401.01
10 28 13.15 10 28 13.15
10 28 13.15
10 28 13.04
10 28 13.11
10 28 13.08
10 28 13.13
10 28 13.08
10 28 13.08
.1
.1
D1
CERAMIC WALL TILE, FULL
HEIGHT, WITH TILE BASE
PLUMBING FIXTURE AS
SCHED., REF TO PLUMB.
DWGS
GRAB BAR, 42"
GRAB BAR, 18"
TOILET PARTITION
MIRROR, GLASS WITH
STAINLESS STEEL
ANGLE FRAME
SOAP DISPENSOR
PLUMBING FIXTURE AS
SCHED., REF TO
PLUMB. DWGS
UNDER LAV. PIPE
PROTECTION
TOILET TISSUE
DISPENSOR & SANITARY
NAPKIN DISPOSER
2' - 0" 1' - 0"
CERAMIC WALL TILE, FULL
HEIGHT, WITH TILE BASE
PLUMBING FIXTURE AS
SCHED., REF TO PLUMB.
DWGS
SHOWER CURTAIN AND ROD
SHOWER RECEPTOR AS
SCHED., REF TO PLUMB.
DWGS
CERAMIC WALL TILE,
SHOWER SURROUND
TOWEL
HOOK
TWO WALL SHOWER
GRAB BAR
FOLDING SHOWER SEAT
SHOWER CURTAIN
AND ROD
CERAMIC WALL TILE, FULL
HEIGHT, WITH TILE BASE
PLUMBING FIXTURE
AS SCHED., REF TO
PLUMB. DWGS
GRAB BAR, 42"
GRAB BAR, 18"
URINAL SCREEN
MIRROR, GLASS WITH
STAINLESS STEEL
ANGLE FRAME
SOAP DISPENSOR
PLUMBING FIXTURE AS
SCHED., REF TO
PLUMB. DWGS
UNDER LAV. PIPE
PROTECTION
TOILET TISSUE
DISPENSOR & SANITARY
NAPKIN DISPOSER
TOILET PARTITION
1' - 0" 2' - 0"
PAINTED GWB
PLUMBING FIXTURE AS
SCHED., REF TO PLUMB.
DWGS
GRAB BAR, 42"
GRAB BAR, 18"
TOILET TISSUE DISPENSOR
& SANITARY NAPKIN
DISPOSER (WOMENS ONLY)
CERAMIC TILE BASE, AS
SCHED.
3' - 6" 1' - 0"
3' - 4"
EQIP. GFGI
PLAM UPPER CABINETS W/
ADJUSTABLE SHELVES
PLAM BASE CABINETS W/
ADJUSTABLE SHELVES
BASE AS SCHED.
SOLID SURFACE COUNTERTOP
& SPLASH
PAINTED GWB
EQIP. GFGI
2' - 9" 3' - 0" 3' - 0" 2' - 9" 1"
A1
A-521
Sim
A2
A-521
Sim
/2
/2
11' - 6"
PLAM KNEE SPACE COVER
US Army Corps of Engineers ®
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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 A-401
E N
L A
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E D
C O
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P L
A N
S A
N D
E L
E V
A T
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N
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C O
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T H
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A S
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M P
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D R
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A P
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-1 -D
-0
95% DESIGN SUBMITTAL
F O
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H O
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F R
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N
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1/4" = 1'-0"A-401
A1 ENLARGED FLOOR PLAN
3/8" = 1'-0"A-401
B3 INTERIOR ELEVATION
3/8" = 1'-0"A-401
B1 INTERIOR ELEVATION
3/8" = 1'-0"A-401
A2 INTERIOR ELEVATION
3/8" = 1'-0"A-401
B2 INTERIOR ELEVATION
3/8" = 1'-0"A-401
C1 INTERIOR ELEVATION
M A
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KEYNOTES
KEYNOTE NOTE
10 28 13.01 GRAB BAR, 36".
10 28 13.02 GRAB BAR, 42".
10 28 13.03 GRAB BAR, 18".
10 28 13.04 GRAB BAR, 12".
10 28 13.05 MIRROR, GLASS WITH STAINELESS STEEL ANGLE FRAME.
10 28 13.06 COMBINATION PAPER TOWEL DISPENSOR / WASTE RECEPTICLE,
SEMI-RECESSED.
10 28 13.07 SANITARY NAPKIN DISPOSER.
10 28 13.08 SHOWER CURTAIN AND SHOWER CURTAIN ROD.
10 28 13.09 SOAP DISPENSOR.
10 28 13.11 COAT/TOWEL HOOK.
10 28 13.12 TOILET TISSUE DISPENSOR.
10 28 13.13 FOLDING SHOWER SEAT.
10 28 13.15 PROVIDE MOLDED-VINYL UNDERLAVATORY PIPE PROTECTION
COVERS FOR SUPPLY LINES AND P-TRAP; TOOL-LESS INSTALLATION.
COVERS TO FIT SECURELY AROUND P-TRAP ASSEMBLIES; VALVE
COVER ENCLOSES VALVE AND SUPPLY TUBE.
10 28 13.16 FIXED FOLDING ADA BENCH.
10 51 13.00 METAL LOCKERS
A401.01 MOP SINK WITH WALL GAURD & MOP HANGER BRACKET, REF. TO
PLUMB.
0' 4' 8'
GRAPHIC SCALE 3/8" =
1'-0"
2'1'
0' 4' 8'
GRAPHIC SCALE 1/4" = 1'-0"
2'1'
A2
A-410
4' - 2"
1 1/2"1 1/2"1 1/2"
2' - 11 1/2"
1 1/2"1 1/2"1 1/2"
A2
A-410
L A
N D
IN
G
T R
E A
D S
T R
E A
D S
L A
N D
IN
G
/8
LANDING
8' - 4"
LANDING
4' - 0"
1 1/2"1 1/2"1 1/2"
2' - 11 1/2"
1 1/2"1 1/2"
1' - 0 1/2"
1 1/2"1 1/2"
2' - 11 1/2"
1 1/2"1 1/2"1 1/2"
FIN FLR 1ST
100' - 0"
FIN FLR 2ND
112' - 0"
A4
A-410
A-410
C3
FIN FLR 1ST
100' - 0"
FIN FLR 2ND
112' - 0"
2 77/128"4 115/128"
DOOR & FRAME AS SCHED.
NEOPRENE RIB FILLERS BENT PLATE
5x4x14 GA.x4'-0" LLV
STD. MBM JAMB CLIP ANGLES W/ (2) 1/2" DIA.
DRILL-IN ANCHORS @ STD. GAGE
MTL. THRESHOLD AS SPECIFIEDBENT PLATE SILL FLASHING
10x4x14 GA.x3'-4"
TOE PLATE 1/4x4xCONT. -
OMIT @ DOOR FRAME
OPENING
L3-1/2x3-1/2x1/4xCONT.
PLATFORM FILLER
CONC. DECK, ANGLE & SLAB
BENT PLATE 5x8-1/2"x1/4x4'-0"
FULLY WELDED TO DECK ANGLE
MTL. WALL PANEL TO FIT BETWEEN
BENT PLATES & ANCHORED TO BACK
PLATE
NEW DOOR JAMB BEYOND
(7
R A
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P A
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1 1/2" O.D. STL. PIPE GUARD
RAIL W/ (7) RAILS EQ. SPACED
(4" MAX. OPENING BETWEEN
RAILS) & HANDRAIL - PRIME &
PAINT
1 1/2"1 1/2"1 1/2"
1' - 0"
1" 11"
STRINGER BEYOND
(PAINTED)
CONC. FILLED MTL.
PAN STAIR TREAD &
RISER (PAINTED)
US Army Corps of Engineers ®
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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-410
E X
T E
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T A
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P
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T H
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A S
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M P
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D R
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A P
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- W G
-1 -D
-0
95% DESIGN SUBMITTAL
F O
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H O
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A S
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3/8" = 1'-0"A-410
A1 ENLARGED STAIR PLAN - FIRST FLOOR
3/8" = 1'-0"A-410
C1 ENLARGED STAIR PLAN - SECOND FLOOR
1/2" = 1'-0"A-410
A2 EXT. STAIR SECTION
1/2" = 1'-0"A-410
A4 EXT. STAIR SECTION 2
1" = 1'-0"A-410
C2 STAIR AT DOOR SILL
1" = 1'-0"A-410
C4 STAIR RAILING
1 1/2" = 1'-0"A-410
C3 TYP. TREAD/RISER DETAIL
SOUND ATTENUATION BATTS
(THICKNESS PER PARTITION TYPE)
STEEL STUD RUNNER
JOINT COMPOUND @ EA SIDE
(USE ACOUSTICAL SEALANT IF
WALL IS NOT RATED)
NUMBER OF LAYERS OF
GYP BD PER
PARTITION TYPE
FLOOR
N O
T E
SEAL VOIDS FROM OUTSIDE AND
COVER BOX WITH 1/8" MIN
SOUND BATTS
CUT GYP BD TO ALLOW 1/4"
MIN OVERLAP BY FACE PLATE
SCHEDULED PARTITION
A MIN OF 1 STUD BETWEEN BOXES
FLEXIBLE CONDUIT
LOWRY'S BOX PAD
CAULK ALL VOIDS BETWEEN
GYP BD AND BOX
NOTES:
1. 24" MINIMUM UNLESS NOTED OTHERWISE.
ALL PARTITIONS W/ SOUND
ATTENUATION BLANKETS SCHED.
1"
PACK WITH MINERAL
WOOL OR GLASS FIBER
ACOUSTICAL SEALANT
AND BACKER ROD
SLEEVE CAST-IN-PLACE AT
CONCRETE WALL GROUTED
IN PLACE AT CMU WALL
CMU
PACK WITH FIBERGLASS
INSULATION (3# TO 6#
DENSITY)
ACOUSTICAL SEALANT
SHEET METAL
ENCLOSURE
DUCT.DUCT.
GYPSUM BOARD
ACOUSTICAL
SEALANT
(AROUND
PERIMETER)
SHEET METAL
ENCLOSURE
SOUND ATTENUATION
BATTS
STEEL STUDS (PER
PARTITION TYPE).
PIPE
CJ
DOOR &
FRAME AS
SCHED.
TYPICAL CONTROL JOINT
LOCATION @ DOOR HEAD -
SIMILAR CONDITION @
FIELD OF WALL - REFER
PLANS FOR LOCATION
C2
A-511
CJ
PARTITION
AS SCHED.
ZINC 093
CONTROL JOINT
30' - 0" MAX.
FIBER INSUL.
DOOR FRAME
BELOW
ADDITIONAL
STUD AS
REQ'D AT
DOOR
FRAME
PARTITION
AS SCHED.
ZINC 093
CONTROL JOINT
30' - 0" MAX.
5/8" GWB
DOOR FRAME
BELOW
CONTROL JOINT - NON-RATED PARTITION CONTROL JOINT - 1 HR RATED PARTITION
MINERAL WOOL
1/4" ELASTROMERIC FIRESTOP
OR ACOUSTICAL
SEALANT ON BOTH SIDES OF
WALL
DEFLECTION TRACK
METAL STUD
CONCRETE FLOOR OVER
METAL DECK OR ROOF
INSULATION
GYPSUM BOARD
ELASTROMERIC FIRESTOP
OR ACOUSTICAL
SEALANT ON BOTH SIDES OF
WALL
METAL STUD TRACK
METAL STUD
GYPSUM BOARD
DEFLECTION CLIP
ELASTROMERIC FIRESTOP
OR ACOUSTICAL
SEALANT ON BOTH SIDES
OF
WALL
DEEP LEG TRACK
METAL STUD
GYPSUM BOARD
DEFLECTION TRACK
DEFLECTION CLIP
METAL STUD
ELASTROMERIC FIRESTOP
OR ACOUSTICAL
SEALANT ON BOTH SIDES
OF
WALL WHERE APPLICABLE
GYPSUM BOARD
DEFLECTION TRACK
METAL STUD
OPTION 1 OPTION 2 OPTION 3
NOTE:
ALL OPTIONS REPRESENTED ARE APPROVED DEFLECTION
TRACK CONNECTIONS. THE OPTIONS ALSO GIVE EXAMPLES
OF DIFFERENT FIRE RATED WALL ASSEMBLIES. THESE
ASSEMBLIES ARE NOT ALL INCLUSIVE, AND ARE MEANT TO
BE EXAMPLES.
ATTACH OVERLAPPING GYP
BOARD TO DEFLECTION
TRACK
NOTE:
THIS SITUATION OCCURS AT THE FLUTES OF METAL DECKS AND IS
SIMULAR FOR ALL OPTIONS. THIS IS NOT REQUIRED WHEN ACOUSTICAL OR
FIRE RATING IS NOT PART OF THE PARTITION REQUIREMENTS.
US Army Corps of Engineers ®
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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-511
D E
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-0
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1 1/2" = 1'-0"A-511
A3 PARTITON FLOOR SECTION
1 1/2" = 1'-0"A-511
A2 ACOUSTICAL PARTITION PLAN DETAIL
1 1/2" = 1'-0"A-511
A1 ACUSTICAL PARTITION SECTION
1/2" = 1'-0"A-511
C1 CONTROL JOINT
3" = 1'-0"A-511
C2 CONTROL JOINT
0' 1' 2'
GRAPHIC SCALE 1-1/2" = 1'-0"
6"3" 9"
0' 6" 1'
GRAPHIC SCALE 3" = 1'-0"
3"
0' 2' 4'
GRAPHIC SCALE 1/2" = 1'-0"
1' 3'
0' 1' 2'
GRAPHIC SCALE 1" = 1'-0"
6"
3" = 1'-0"A-511
B1 TYPICAL DEFLECTION TRACK DETAIL
M A
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PLAN DETAIL
ELEVATION
FLOOR
WALL BOARD
5/8" GYPSUM
MTL. STUD
#6x1 5/8" BUGLE
HD DRYWALL SCREW
18"O.C.
CONTINUOUS ALUMINUM
RETAINER
CEILING
C O
V E
R /R
E T
A
IN
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L
N G
T H
E Q
U A
L S
U
N
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H E
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IN
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S
/2
ACROVYN HIGH IMPACT
VINYL ACRYLIC EXTRUSION
1/4" RADIUS OR EQUIVALENT
C E
IL
IN
G H
T
B A
S E
H T
2 127/128"
U N
IT
H
E
IG
H T
ANODIZED ALUMINUM TRANSITION
STRIP EQUIVALENT TO SCHLUTER
DILEX-AHK @ INSIDE CORNERS
ANODIZED ALUMINUM TRANSITION
STRIP EQUIVALENT TO SCHLUTER
RONDEC-MC @ OUTSIDE CORNERS
TILE & GROUT
AS SCHED.; TYP
PARTITION AS SCHED.
ANODIZED ALUMINUM TRANSITION
STRIP EQUIVALENT TO SCHLUTER
DILEX-AHK @ BASE TRANSITIONS
ANODIZED ALUMINUM TRANSITION
STRIP EQUIVALENT TO SCHLUTER
RONDEC-MC @ WAINSCOT
TERMINATION
TILE & GROUT
AS SCHED.; TYP
PARTITION AS SCHED.
INSIDE / OUTSIDE CORNER BASE / WAINSCOT THRESHOLD
STONE THRESHOLD
TILE & GROUT
AS SCHED.; TYP
FLOORING AS SCHED.
CONT. 8" CMU BOND
BEAM - REFER STRUCT.
FOR REINFORCING
CONT. 5x3x1/4" STEEL
ANGLE
NEW MTL. BLDG.
WALL GIRT
PANEL CLOSURE
NEW PREFINISHED
MTL. WALL PANEL
3/4" ANCHOR BOLT @
24" O.C. BUTT WELD
TO CONT. ANGLE
EXIST. MTL BLDG. RIGID
FRAME - BEYOND
NEW PREFINISHED
MTL. PANEL FLASHING
/ TRIM TO MATCH
EXISTING
F.5
NEW R-19 MTL. BLDG.
WALL INSULATION
FULL HEIGHT
NEW PREFINISHED
METAL WALL PANELS
ON NEW GALV. 1 1/2"
MTL. HAT CHANNELS
AT 24" O.C. VERT.
NEW PREFINISHED
MTL. BLDG. ROOF
TO WALL
FLASHING
NEW MTL. BLDG.
RIGID FRAME
NEW 6" (18 GA.) MTL.
STUDS AT 16" O.C.
NEW MTL. WALL
PANEL CLOSURE
NEW PREFINISHED
MTL. BLDG. CLOSURE
TRIM
NEW MTL. BLDG. ROOF
PURLINS AND NEW MTL.
BLDG. VINYL FACED
INSULATION
NEW PREFINISHED
STANDING SEAM
MTL. ROOF SYSTEM
TO MATCH EXISTING
7 1/2"
FULL HEIGHT
ADJUST FURROUT DEPTH TO
COVER TAPPERED COLUMN
PARTITION
AS SCHED.
EXIST.
EXTERIOR WALL
EXIST. MTL.
BLDG. FRAME
CORNER GUARD
AS SPEC'D.
PARTITON
AS SCHED.
5/8" GYP. BD. ON 2 1/2"
MTL. STUDS @ 16" O.C.
MAX.
9" 3' - 9" 3"
4' - 6"
3"
3" 9" 2' - 0"
2' - 9"
NEW 5" STEEL PIPE BOLLARD,
CONCRETE FILLED, PRIMED
AND PAINTED (TYP.)
NEW STEEL BOLLARDS
AND CROSS MEMEBER -
RE: STRUC.
NEW STEEL BOLLARDS
AND CROSS MEMEBER -
RE: STRUC.
1' - 9"3' - 9" 3"
5' - 6"
3"
3" 1' - 9"2' - 0"
3' - 9"
NEW 5" STEEL PIPE BOLLARD,
CONCRETE FILLED, PRIMED
AND PAINTED (TYP.)
NEW STEEL BOLLARDS
AND CROSS MEMEBER -
RE: STRUC.
NEW STEEL BOLLARDS
AND CROSS MEMEBER -
RE: STRUC.
US Army Corps of Engineers ®
SHEET ID
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H o u s to n T e x a s
-2
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FOR INTERIM REVIEW
ONLY, NOT FOR
CONSTRUCTION
TROY C. SECORD
TEXAS REGESTRATION
NO. 12994 A-512
D E
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-0
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F O
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3" = 1'-0"A-512
A2 CORNER GUARDS
0' 1' 2'
GRAPHIC SCALE 1-1/2" = 1'-0"
6"3" 9"
0' 6" 1'
GRAPHIC SCALE 3" = 1'-0"
3"
0' 2' 4'
GRAPHIC SCALE 1/2" = 1'-0"
1' 3'
0' 1' 2'
GRAPHIC SCALE 1" = 1'-0"
6"
3" = 1'-0"A-512
A1 TYPICAL TILE TRANSITION DETAILS
1 1/2" = 1'-0"A-512
B1 SECTION DETAIL
1 1/2" = 1'-0"A-512
B2 SECTION DETAIL
1 1/2" = 1'-0"A-512
B3 PLAN DETAIL
1/2" = 1'-0"A-512
C1 TYP. BOLLARD LAYOUT
1/2" = 1'-0"A-512
C2 TYP. BOLLARD LAYOUT
3/4" PLYWD. BLOCKING
(TYP)
/2
/2
PLAM
UPPER CABINET
PLAM ADJ. SHELVES
1x CONT. (TYP)
BASE AS SCHED.
1/2" SOLID SURFACE
TOP & SPLASH W/1"
EDGE ON 3/4" PLY
WD.
PLAM BASE
CABINET WITH
DRAWER & RAISED
PANEL DOOR
PLAM ADJ.
SHELF
2X BLOCKING
(TYP.)
MELAMINE CABINET
BACK
MELAMINE
CABINET BACK
/2
/2
/2
1"
M
IN
/2
/2
/2
/2
REFER TO DETAIL A1 ON THIS
SHEET FOR SIMILAR ITEMS
SHOWN BUT NOT NOTED
PLAM CABINET FACE
BEYOND
CABINET BEYOND
MIN. KNEE CLEARANCE
REQ'D PER TAS
PLAM KNEE SPACE W/
REMOVABLE COVER
ON 2X FRAMING TO
CONCEAL PIPING -
PROVIDE S.S.
SCREWS & FINISH
WASHERS FOR
ACCESS
2' - 0"
MAX.
6" 10" 8" MIN.
US Army Corps of Engineers ®
SHEET ID
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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-521
M
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-0
95% DESIGN SUBMITTAL
F O
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1" = 1'-0"A-521
A1 MILWORK SECTION 1
1" = 1'-0"A-521
A2 MILLWORK SECTION 2
M A
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0' 1' 2'
GRAPHIC SCALE 1" = 1'-0"
6"
| Drawing ( Tech Exh B) 49 |
| Drawing ( Tech Exh B) 50 |
| Drawing ( Tech Exh B) 51 |
| Drawing ( Tech Exh B) 52 |
| Drawing ( Tech Exh B) 53 |
| Drawing ( Tech Exh B) 54 |
| Drawing ( Tech Exh B) 55 |
| Drawing ( Tech Exh B) 56 |
| Drawing ( Tech Exh B) 57 |
| Drawing ( Tech Exh B) 58 |
| Drawing ( Tech Exh B) 59 |
| Drawing ( Tech Exh B) 60 |
File details come from the government source that posted it.