11_Arch4_A2.0-A4.2.pdf
PDF 6 MB Posted
- Attached to
- Building 26, Phase 3 Basement Renovation Federal contract opportunity
- Solicitation number
- AG-0343-S-16-0021
About this file
Drawings - Arch 4
View the file
Other files for this federal contract opportunity
Show all 36
On GovTribe
Work with this file on GovTribe
- Download the original file
- Contacts named in this file
- Similar government files
- Ask GovTribe AI about this file
Text version
ELEV
MACHINE
003.1
002.1
RB EXT LCP
M D
M
PNL M1A PNL M2A
MDR
MDP
STAIR
MECH / ELECT
TELE/DATA
ELEVATOR
A
VESTIBULE
001.1
001.3
DOWN
12"
UP
ELECTRICAL
004.1
008.1
OPEN
OFFICE
CONFERENCE
HIGH
DENSITY
STORAGE
OPEN
OFFICE
STORAGE
HIGH DENSITY
STORAGE
OFFICE
HIGH
DENSITY
STORAGE
WOMENS
MENS
STORAGE
OPEN
OFFICE
DOWN
12"
OFFICE
OPEN
OFFICE
OFFICE
D
013.2
D
014.4
OPEN
OFFICE
OFFICE
MAIL/
DUPLICATING
STORAGE
OFFICE
OFFICE
HIGH
DENSITY
STORAGE
DOCK
FACP
005.1
006.1
MECH / ELECT
STAIR
HALL
007.1 009.1
013.1
011.1
014.1
016.1
023.1022.1021.1
010.2
024.1
027.1026.1025.1
030.1
029.1
033.1
034.1
034.2
031.1
010.1
D
025.2
D
025.1
D
026.1
D
027.1
D
024.1
D
024.2
D
027.2
D
028.1
D
017.1
D
018.1
D
018.2
D
018.3
D
019.1
D
019.2
D
019.3
D
020.1 D
007.1
D
007.2
D
009.1
D
011.1
D
011.2
D
006.2
D
006.1
D
005.1
D
016.6
D
016.7
D
016.7
D
014.1
D
014.2
D
014.3
D
016.8
D
016.1
D
016.2
D
16.3
D
016.5
D
016.4
D
031.1
D
031.2
D
031.3
D
033.1
D
033.2
D
035.1
D
034.2
D
034.3
D
034.4
D
034.5
D
034.1
D
032.1
D
031.4
D
021.1
D
023.1
D
004.1
D
004.2
D
013.1
028.1
DATA
015.1
HALL
SUPPLY
035.1
001.2
D
029.1
036.1
035.2
OPEN
OFFICE
017.1
017.2
HALL
020.2
020.1
TELE
C
TELE
D
TELE
B
TELE
A
A D E F G H KCB I J
USFS BUILDING 26 - BASEMENT FLOOR PLAN16
D2.0 : A2.0
B A
S E M
E N
T F
L O
O R P
L A
N
1/8" = 1'-0"
A2.0NORTH
B U
IL
D
IN
G
P
H A
S E
B A
S E M
E N
T R
E N
O V
A T
IO
N
U S F
O R E S T
S E R
V
IC
E
N O
R T
H E R N
R E G
IO
N
R
E G
IO
N
A L O
F F
IC
E www.aearchitects.com
O W
N E
R
P R
O J E
C T
D R
A W
IN
G
A R C H I T E C T U R E
H I S T O R I C
I N T E R I O R S
ARCHITECTS P
C
608 NORTH 29TH STREET
BILLINGS, MT 59101
PH 4 0 6 . 2 4 8 . 2 6 3 3
FAX 4 0 6 . 2 4 8 . 2 4 2 7
428 EAST MENDENHALL STREET
BOZEMAN, MT 59715
PH 4 0 6 . 4 5 1 .7 3 1 0
222 NORTH HIGGINS AVENUE
MISSOULA, MT 59802
PH 4 0 6 . 7 2 1 . 5 6 4 3
FAX 4 0 6 . 7 2 1 . 1 8 8 7
PROJECT #
ISSUE DATE
REVISIONS
13104.20
02.12.16
CHRISTOPHER R. MARTISON
MONTANA
MISSOULA
AIA
A4.1
A4.2
A4.2
12'-6" 13'-3" 12'-0" 33'-6" 33'-6" 12'-0" 13'-3" 12'-6" 13'-3"13'-3"
A4.1
A5.2
A5.1
KEYNOTE LEGEND#
NEW ARCHITECTURAL CASEWORK: BASE CABINETS WITH ADJUSTABLE SHELVING AND
PLASTIC LAMINATE COUNTERTOP AND BACKSPLASH. REFER TO INTERIOR ELEVATIONS FOR
LOCATIONS OF UPPER CABINETS WITH ADJUSTABLE SHELVING.
EXISTING CAST IRON COLUMN TO REMAIN, PRIME AND PAINT.
EXISTING DOOR TO REMAIN, REFER TO DOOR SCHEDULE.
EXISTING PLASTER WALL FINISH TO REMAIN WITHIN STAIR VOLUME, PATCH AND REPAIR
AS NECESSARY TO MATCH EXISTING, IN-KIND. REFER TO INTERIOR ELEVATIONS.
DOOR AND FRAME, REFER TO DOOR SCHEDULE A9.2.
PROVIDE NEW STAINLESS STEEL CORNER GUARD THIS LOCATION.
WOOD FRAME INFILL EXISTING OPENING, ALIGN NEW WALL FINISH FLUSH TO EXISTING;
COORDINATE WITH EXISTING WALL THICKNESS.
EXISTING HISTORIC RAIL, NO WORK
NEW ELECTRICAL PANEL/EQUIPMENT, REFER TO ELECTRICAL.
PATCH AND REPAIR EXISTING PLASTER WALL FINISH TO MATCH EXISTING, IN-KIND, THIS
LOCATION, DUE TO LOCALIZED DEMO FOR NEW MECHANICAL/ELECTRICAL.
EXISTING STEEL COLUMN TO REMAIN, PRIME AND PAINT.
INSTALL NEW MAGNETIC HOLD-OPEN AND ASSOCIATED ELECTRIFIED DOOR HARDWARE,
CONCEAL WITHIN WALL.
NEW SEMI-RECESSED FIRE EXTINGUISHER CABINET.
CHASE, REFER TO MECHANICAL.
SECURE DOOR IN CLOSED POSITION.
NEW OWNER PROVIDED EQUIPMENT, REFER TO ELECTRICAL.
RE-SEED EXISTING LAWN AND LANDSCAPING, TYPICALLY.
MECHANICAL UNIT, REFER TO MECHANICAL AND PLUMBING.
EXISTING EXTERIOR LIGHTING TO REMAIN, PROTECT.
NEW METAL DOOR AND FRAME, REFER TO DOOR SCHEDULE A9.2.
22 STATIONARY DOCK LIFT AND CONCRETE PAD.
ROLLING, HIGH-DENISITY STORAGE CARRIAGES; ALTERNATE NO. 3. LETTER-SIZE FILE
STORAGE, UNLESS NOTED OTHERWISE.
EXISTING RADON PIPING AND FAN. MAINTAIN FUNCTION.24
NEW RADON PIPING AND REINSTALL FAN MONITORING EQUIPEMENT. COORDINATE WITH
EXISTING FAN AND EXHAUST SYSTEM AT BUILDING EXTERIOR, TYP.
1. FIELD VERIFY DIMENSIONS. DO NOT SCALE DRAWINGS. VERIFY EXISTING CONDITIONS AND
NOTIFY CONTRACTING OFFICER OF ANY DISCREPANCIES PRIOR TO COMMENCING WORK.
2. REFER TO STRUCTURAL, MECHANICAL, PLUMBING AND ELECTRICAL DRAWINGS FOR
ADDITIONAL INFORMATION.
3. ADJOIN EXISTING AND NEW MATERIALS FOR A SEAMLESS TRANSITION.
4. PROVIDE AND INSTALL BLOCKING AS NECESSARY TO COMPLETE THE WORK INDICATED.
5. PATCH AND REPAIR ANY/ALL EXISTING WALL SURFACES AS NECESSARY TO PROVIDE
SUITABLE SUBSTRATE FOR NEW FINISHES.
6. REPAIR EXISTING WALL FINISHES TO MATCH EXISTING, IN-KIND, TYPICAL.
7. PROTECT ALL EXISTING SURFACES TO REMAIN, TYPICAL.
8. STANDING AND RUNNING TRIMS AT DOORS AND WINDOWS SHALL BE IN FULL LENGTHS
WITHOUT SEAMS; MITER CORNERS.
9. REFER TO A1.2 FOR NEW CONSTRUCTION WALL TYPES.
10. PROVIDE BATT INSULATION AT FLOOR JOISTS WHERE STRUCTURAL REPAIRS OCCUR, TYP.
GENERAL NOTES
CASED OPENING IN WALL. REFER TO 16/A9.5.26
EXISTING DRY WELL. CLEAN DRAIN AND VERIFY FUNCTION, TYP.27
NEW CARD READER ACCESS CONTROL, THIS LOCATION. FLUSH MOUNT; CONCEAL
ELECTRICAL IN WALL, PATCH EXTERIOR WALL TO MATCH EXISTING, AS NECESSARY.
NEW DOOR BELL, THIS LOCATION. FLUSH MOUNT; CONCEAL ELECTRICAL IN WALL, PATCH
AND REPAIR EXTERIOR WALL TO MATCH EXISTING, AS NECESSARY.
WIRE-BRUSH TO REMOVE RUST FROM METAL PANEL INFILL. CLEAN AND SEAL METAL PANEL
AND HARDWARE. ENSURE WEATHERTIGHT. RECEIVE CONTRACTING OFFICER'S APPROVAL
PRIOR TO FURRING EXTERIOR WALL. PAINT EXTERIOR PANEL TO MATCH (E).
NEW RADON PIPING, RE-INSTALL RADON FAN MONITORING EQUIPMENT. CONCEAL PIPING
AND FAN MONITORING EQUIPMENT IN NEW FRAMED WALL. CONNECT NEW RADON PIPING
TO EXISTING EXHAUST PIPING AND SYSTEM AT BUILDING EXTERIOR, TYP.
REINSTALL SALVAGED HISTORIC HALF-LITE DOOR, THIS LOCATION.32
EXISTING STAIR, RUBBER TREADS, AND PIPE RAIL TO REMAIN. PRIME AND PAINT WOOD
STAIR FINISHES AND METAL PIPE RAIL, REFER TO FINISH SCHEDULE A9.1.
(N) 11
4" DIA. METAL PIPE HANDRAIL. PROVIDE STEEL "WAGNER TRANSITIONAL STYLE
HANDRAIL BRACKETS"; CONCEAL BLOCKING IN WALL FRAMING. PRIME AND PAINT.
ROLLING, HIGH DENSITY STORAGE CARRIAGE, THIS LOCATION, TO ACCOMMODATE
STORAGE OF LEGAL SIZED FILES. ALTERNATE NO. 3.
INSTALL OWNER-PROVIDED FIRE EXTINGUISHER ON SURFACE-MOUNTED WALL-BRACKET,
THIS LOCATION.
EXISTING HISTORIC STAIR (NEWEL POSTS, BALUSTRADE, RAIL, TREADS, AND RISERS) TO
REMAIN; PROTECT. PROTECT (E) HANDRAIL, CARPET RUNNER, TYP.
1 1 1
4 4
5 5
5 5
5 5
5 5
5 5
1 4
6 6
8 8
10 10
10 10
10 10
10 10
131313
23 23
4 1
4 4 4
66 6 6
1 1 1
1 SIM.1 SIM.
1 SIM.
SIM.
SIM.
TYP.
TYP.
28 29
10 10
26'-43 4" 6'-31
2"
5" 9"
1'-61 4"
5'-0"
MIN.
5'-0"
MIN.
3'-0"
MIN.
9"9"1'-61 4"
6'-2"
10'-71 4"±
EQUAL15'-11
4"
10'-71 4"±
EQUAL
1 1
T Y P
T Y P
1ST FL.
1ST FL.
C L E A R
3'-0"
CLEAR
C L E A R
3'-0"
CLEAR35
4'-5"1
2'-1"
TYP.
1 SIM.
16'-101 4" 16'-1"
4'-01 2"
CONC. OPENING
2" 41
2"
ELEV
MACHINE
RB EXT LCP
M D
M
PNL M1A PNL M2A
MDR
MDP
STAIR
MECH / ELECT
TELE/DATA
ELEVATOR
A
VESTIBULE
UP
DOWN
12"
UP UP
UP
UP
ELECTRICAL
UP
OPEN
OFFICE
CONFERENCE
HIGH
DENSITY
STORAGE
OPEN
OFFICE
STORAGE
HIGH DENSITY
STORAGE
OFFICE
HIGH
DENSITY
STORAGE
WOMENS
MENS
STORAGE
OPEN
OFFICE
DOWN
12"
OFFICE
OPEN
OFFICE
OFFICE
D
013.2
D
014.4
OPEN
OFFICE
OFFICE
MAIL/
DUPLICATING
STORAGE
OFFICE
OFFICE
HIGH
DENSITY
STORAGE
DOCK
FACP
MECH / ELECT
STAIR
HALL
D
025.2
D
025.1
D
026.1
D
027.1
D
024.1
D
024.2
D
027.2
D
028.1
D
017.1
D
018.1
D
018.2
D
018.3
D
019.1
D
019.2
D
019.3
D
020.1 D
007.1
D
007.2
D
009.1
D
011.1
D
011.2
D
006.2
D
006.1
D
005.1
D
016.6
D
016.7
D
016.7
D
014.1
D
014.2
D
014.3
D
016.8
D
016.1
D
016.2
D
16.3
D
016.5
D
016.4
D
031.1
D
031.2
D
031.3
D
033.1
D
033.2
D
035.1
D
034.2
D
034.3
D
034.4
D
034.5
D
034.1
D
032.1
D
031.4
D
021.1
D
023.1
D
004.1
D
004.2
D
013.1
DATA
HALL
SUPPLY
D
029.1
OPEN
OFFICE
HALL
TELE
C
TELE
D
TELE
B
TELE
A
A D E F G H KCB I J
USFS BUILDING 26 - BASEMENT FLOOR FINISH PLAN16
A2.0 : A2.0F
B A
S E M
E N
T F
L O
O R F
IN
IS
H P
L A
N
1/8" = 1'-0"
A2.0FNORTH
B U
IL
D
IN
G
P
H A
S E
B A
S E M
E N
T R
E N
O V
A T
IO
N
U S F
O R E S T
S E R
V
IC
E
N O
R T
H E R N
R E G
IO
N
R
E G
IO
N
A L O
F F
IC
E www.aearchitects.com
O W
N E
R
P R
O J E
C T
D R
A W
IN
G
A R C H I T E C T U R E
H I S T O R I C
I N T E R I O R S
ARCHITECTS P
C
608 NORTH 29TH STREET
BILLINGS, MT 59101
PH 4 0 6 . 2 4 8 . 2 6 3 3
FAX 4 0 6 . 2 4 8 . 2 4 2 7
428 EAST MENDENHALL STREET
BOZEMAN, MT 59715
PH 4 0 6 . 4 5 1 .7 3 1 0
222 NORTH HIGGINS AVENUE
MISSOULA, MT 59802
PH 4 0 6 . 7 2 1 . 5 6 4 3
FAX 4 0 6 . 7 2 1 . 1 8 8 7
PROJECT #
ISSUE DATE
REVISIONS
13104.20
02.12.16
CHRISTOPHER R. MARTISON
MONTANA
MISSOULA
AIA
FLOOR FINISH LEGEND#
PATCH AND REPAIR CONCRETE FLOOR DUE TO SELECTIVE DEMOLITION, THIS AREA;
MATCH EXISTING ADJACENT, LEVEL FLOOR.
NO FLOOR FINISH UNDER CASEWORK.
NEW RUBBER FLOORING TRANSITION STRIP, CENTER UNDER DOOR, OR IF NO DOOR
PRESENT, CENTER IN OPENING, TYP.
NEW FLOOR DRAIN. COORDINATE FINAL LOCATION WITH NEW MECHANICAL EQUIPMENT.
NEW THRESHOLD, REFER TO DOOR SCHEDULE 8/A9.4 AND A9.2.
FLOOR FINISH GENERAL NOTES
1. FIELD VERIFY DIMENSIONS. DO NOT SCALE DRAWINGS. VERIFY EXISTING CONDITIONS AND
NOTIFY CONTRACTING OFFICER OF ANY DISCREPANCIES PRIOR TO COMMENCING WORK.
2. PROVIDE TRANSITION STRIP / TERMINATION BAR / THRESHOLD BETWEEN DISSIMILAR
FLOOR MATERIALS; CENTER BELOW CENTERLINE OF DOOR, TYP.
3. HATCH DOES NOT INDICATE FLOOR DIRECTION; REFER TO ROOM FINISH SCHEDULE A9.1.
4. INFILL, PATCH, AND LEVEL EXISTING FLOOR FINISH DUE TO DEMOLITION OF WALLS,
FIXTURES, AND ACCESSORIES, TYPICAL. FIELD COORDINATE LEVEL PATCHING WITH EXTENT
OF WORK INDICATED.
5. PROVIDE FLOOR LEVELING COMPOUND TO AS NECESSARY TO MEET FLOORING
INSTALLATION MANUFACTURER'S RECOMMENDATIONS AND WARRANTY.
6 PATCH CONCRETE FLOOR AT TRENCH DEMO, MATCH EXISTING ADJACENT.
7 WOOD FRAME INFILL FLOOR. ALIGN NEW FLOOR FINISH FLUSH TO EXISTING, TYP.
PRIME AND PAINT EXISTING STAIR, TREADS, RISERS, GUARDS, AND HANDRAILS. REFER TO
FINISH SCHEDULE A9.1. EXISTING RUBBER STAIR TREADS TO REMAIN, PROTECT.
AREA OF NEW CONCRETE FLOOR SLAB. SLOPE AS INDICATED TO NEW SHOWER/FLOOR
DRAIN.
10 NEW RAMP AT CONCRETE OPENING, SLOPE FLOOR WITHIN WALL THICKNESS.
11 PROVIDE CARPET TILE TO RAISED FLOOR OF HIGH-DENSITY STORAGE SYSTEM.
12 ADA COMPLIANT MARBLE THRESHOLD, CENTER UNDER DOOR, TYP.
CARPET TILE #01
CARPET TILE #03
WALK OFF MAT
FLOOR TILE, REFER TO 12/A9.1 FOR PATTERN.
EXISTING CONCRETE SLAB TO REMAIN, PRIME AND
PAINT.
2 2
4 4
3'-5"
SLOPE
UP
1:48
3'-5"
SLOPE
UP
1:48
3'-6"
SLOPE
UP
1:48
3'-6"
SLOPE
UP
1:48
4'-0"
4'-0"
1 2
SLOPE
UP
1:12
SLOPE
UP
1:12
4 4
WOMEN SHOWER
MEN SHOWER
STORAGE
HIGH DENSITY STORAGE
HALL
F
STAIR
HALL
TELE
C
TELE
D
MECH / ELECT
OPEN
OFFICE
D
E
E
ENLARGED RESTROOM FLOOR PLAN16
A2.0 : A3.1
E N
L A
R G
E D
F L O
O R P
L A
N S
R E S T
R O
O M
S
S T
A
IR
1/2" = 1'-0"
A3.1
B U
IL
D
IN
G
P
H A
S E
B A
S E M
E N
T R
E N
O V
A T
IO
N
U S F
O R E S T
S E R
V
IC
E
N O
R T
H E R N
R E G
IO
N
R
E G
IO
N
A L O
F F
IC
E www.aearchitects.com
O W
N E
R
P R
O J E
C T
D R
A W
IN
G
A R C H I T E C T U R E
H I S T O R I C
I N T E R I O R S
ARCHITECTS P
C
608 NORTH 29TH STREET
BILLINGS, MT 59101
PH 4 0 6 . 2 4 8 . 2 6 3 3
FAX 4 0 6 . 2 4 8 . 2 4 2 7
428 EAST MENDENHALL STREET
BOZEMAN, MT 59715
PH 4 0 6 . 4 5 1 .7 3 1 0
222 NORTH HIGGINS AVENUE
MISSOULA, MT 59802
PH 4 0 6 . 7 2 1 . 5 6 4 3
FAX 4 0 6 . 7 2 1 . 1 8 8 7
PROJECT #
ISSUE DATE
REVISIONS
13104.20
02.12.16
CHRISTOPHER R. MARTISON
MONTANA
MISSOULA
AIA
NORTH
C
021.1
C
023.1
021.1 022.1
023.1
ALIGN
ALIGN
A L I G N
A L I G N
A L I G N
ALIGN
C L
C L
H O
L D
" 6
5'-0", HOLD
CL
CLP-1
TA-5 TA-4
TA-6
TA-8
P-1
TA-8
TA-8
TA-8
TA-4TA-5
CLP-1
TA-4TA-5
CLP-1
TA-4TA-5
3'-0"
6'-0"
C L E A R
C L E A R
3'-0"
6'-83 4"
2'-0"
CL
CL
TA-8
TA-4
P-1
TA-8
TA-4
H O
L D
P-2
TA-3
P-2
TA-1&2
TA-1&2 TA-1&2
TA-9
P-2
P-2
TA-3
TA-1&2
CL
CL
CL
CL
CL
CL
CL
1'-6"
CL
1'-1"
1'-1"
2'-1"
6"
1'-2"
3'-0"
REFER TO A6.1 FOR PLUMBING FIXTURE AND TOILET ACCESSORY LEGENDS.
A9.1 TYP.
2"
P-4
P-4
5"
P-1
1'-6"
TA-6
CL
V
IF
V
IF
A9.1
A9.1
TYP.
TYP.
A9.1
TA-13
TA-13
TA-15
TA-15
TA-14
TA-14
P-5
TA-13
TA-13
P-7
P-7
TA-10
TA-10
6'-0"
"±3'-9"
4'-5"
SIM.
SIM.
SIM.
SIM.
SIM.
SIM.
SIM.
SIM.
SIM.
SIM.
SIM.
10 10
SIM.
A9.4
TYP.
TYP.
TA-9
TA-9
TA-9
ENLARGED NORTH STAIR PLAN20
A2.0 : A3.1 1/2" = 1'-0"
NORTH
TYP.
2'-10"
1"
TYP.1'-0"
TYP.
2", HOLD
3'-43 4"
2'-9"
45°
TYP.
6'-61 2"
M
IN
H O L D
5" 6'-2"
H O L D
4'-6"
ALIGN
1'-41 4"
C A S E D
O P E N
IN
G
C O
O R D
W
(E
1'-01 4"
HOLD
H O L D
3"
A3.2
TYP.
ALIGN
TYP.
SIM.
SIM.
017.2
024.1
010.1
017.1
010.2
031.1
TYP.
RESTROOM KEYNOTE LEGEND#
(E) CAST IRON COLUMN, PRIME AND PAINT; REFER TO FINISH SCHEDULE A9.1.
DOOR AND FRAME, REFER TO DOOR SCHEDULE A9.2.
WOOD FRAME INFILL EXISTING OPENING, ALIGN (N) WALL FINISH FLUSH TO (E); COORD.
WITH (E) WALL THICKNESS.
SOLID SURFACE, SIMULATED QUARTZ COUNTERTOP AND BACKSPLASH.
FLOOR DRAIN, REFER TO PLUMBING DRAWINGS. CENTER UNDER TOILET PARTITION AT
TOILETS, AND CENTER IN SHOWER STALL AT SHOWERS, TYP.
(N) PHENOLIC TOILET PARTITIONS AND URINAL SCREENS, TYP.
COUNTERTOP SUPPORT BRACKET, FINISH: BLACK.
7 (N) SEMI-RECESSED FIRE EXTINGUISHER CABINET.
PROVIDE (N) STAINLESS STEEL CORNER GUARD, THIS LOCATION.
METAL ACCESS PANEL. COORDINATE WITH RADON FAN MONITOR LOCATION. PRIME AND
PAINT ACCESS PANEL TO MATCH WALL.
(N) RADON PIPING, RE-INSTALL RADON FAN MONITORING EQUIPMENT. CONCEAL PIPING
AND FAN MONITORING EQUIPMENT IN (N) FRAMED WALL. CONNECT (N) RADON PIPING TO
(E) EXHAUST PIPING AND SYSTEM AT BUILDING EXTERIOR, TYP.
EXISTING PLASTER WALL FINISH TO REMAIN WITHIN ROOM VOLUME, PATCH AND REPAIR
AS NECESSARY TO MATCH EXISTING, IN-KIND. PROVIDE WOOD WALL BASE AND CHAIR
RAIL, REFER TO INTERIOR ELEVATIONS.
CASED OPENING IN WALL. REFER TO 16/A9.5.
HATCH INDICATES APPROX. EXTENT OF FLOOR INFILL, PROVIDE (N) WOOD FRAMED STEPS.
NEW CARD READER ACCESS CONTROL, THIS LOCATION. FLUSH MOUNT; CONCEAL
ELECTRICAL IN WALL, PATCH EXTERIOR WALL TO MATCH EXISTING, AS NECESSARY.
15 16
SIM.
SIM.
NEW ARCHITECTURAL CASEWORK: BASE CABINETS WITH ADJUSTABLE SHELVING AND
PLASTIC LAMINATE COUNTERTOP AND BACKSPLASH. REFER TO INTERIOR ELEVATIONS FOR
LOCATIONS OF UPPER CABINETS WITH ADJUSTABLE SHELVING.
EXISTING HISTORIC STAIR (NEWEL POSTS, BALUSTRADE, RAIL, TREADS, AND RISERS) TO
REMAIN; PROTECT. PROTECT (E) HANDRAIL, CARPET RUNNER, TYP.
EXISTING CONCRETE AND PLASTER WALL, REPAIR DAMAGE TO MATCH (E), IN-KIND. PRIME
AND PAINT.
CONFERENCE
OPEN OFFICE
006.1
I J
MECH / ELECT.
005.1
001.3
IH
020.1
020.2
001.1
STAIR
TELE
A
TELE
B
HALL
E N
L A
R G
E D
F L O
O R P
L A
N S
A3.2
B U
IL
D
IN
G
P
H A
S E
B A
S E M
E N
T R
E N
O V
A T
IO
N
U S F
O R E S T
S E R
V
IC
E
N O
R T
H E R N
R E G
IO
N
R
E G
IO
N
A L O
F F
IC
E www.aearchitects.com
O W
N E
R
P R
O J E
C T
D R
A W
IN
G
A R C H I T E C T U R E
H I S T O R I C
I N T E R I O R S
ARCHITECTS P
C
608 NORTH 29TH STREET
BILLINGS, MT 59101
PH 4 0 6 . 2 4 8 . 2 6 3 3
FAX 4 0 6 . 2 4 8 . 2 4 2 7
428 EAST MENDENHALL STREET
BOZEMAN, MT 59715
PH 4 0 6 . 4 5 1 .7 3 1 0
222 NORTH HIGGINS AVENUE
MISSOULA, MT 59802
PH 4 0 6 . 7 2 1 . 5 6 4 3
FAX 4 0 6 . 7 2 1 . 1 8 8 7
PROJECT #
ISSUE DATE
REVISIONS
13104.20
02.12.16
CHRISTOPHER R. MARTISON
MONTANA
MISSOULA
AIA
CONFERENCE 013 CASEWORK1
A2.0 : A3.2 1/2" = 1'-0"
±11'-53 4"
PLOT 015 CASEWORK16
A2.0 : A3.2 1/2" = 1'-0"
OPEN OFFICE 006 CASEWORK11
A2.0 : A3.2 1/2" = 1'-0"
NORTH
NORTH
NORTH
±1'-41 8" 3'-0"
T Y P
ALIGN
A L I G N
8'-0"
±3'-4"
(E) OPENING ±6'-61
2" (E) ±6'-61
2" ±3'-4"
EQ. 6'-0", HOLD EQ.
T Y P
T Y P
15'-11 4"
ALIGN
ALIGN
CL
CL
CL
CL
3'-11"
MECH. / ELECT. 005 3
A2.0 : A3.2 1/2" = 1'-0"
NORTH
4'-6"
D
013.2
1 SIM.
1 SIM.
1 SIM. 1 SIM.1 SIM.
1 SIM. 1 SIM.
3 SIM.
TYP. GYP. BD./PLASTER CORNER14
6" = 1'-0"
TYP. GYP. BD./PLASTER TRANSITION13
A L I G N
GYP. BD. FINISHING
EDGE, PLASTIC J-BEAD
(PROVIDE ZIP STRIP
BEAD AT CORNER
CONDITION, TYP.)
BEAD OF CAULK,
MINIMIZE VISUAL
APPEARANCE, TYP.(E
P L A S T E R
(N
G Y P B D
6" = 1'-0"
GYP. BD. EDGE FINISHING
PLASTIC 'ZIP' STRIP BEAD AT
CORNER CONDITION, TYP.
BEAD OF CAULK, MINIMIZE
VISUAL APPEARANCE, TYP.
(E) PLASTER
(E) CONC.
WALL
(N) GYP. BD.
W O
O D
W A L L
F R A M
IN
G
R
IG
ID
I
N S U
L
A T E
X T
W A L L S T Y P
(E) CONC.
WALL
WOOD WALL FRAMING W/
BATT. INSULATION, TYP.
4"
VARIES, REFER
TO WALL TYPE
A3.1 : A3.2 A3.1 : A3.2
TYP. MECH. ROOM STEP SECTION18
3" = 1'-0"A2.0 : A3.2
WALL TYPE
AS SCHED.
EQ.EQ.
RUBBER TRANSITION STRIP,
CENTER UNDER DOOR, TYP.
(E) CONC. FLOOR
4" PLYWOOD, PRIME AND PAINT, TYP.
ALIGN FLUSH WITH (E) CONCRETE FLOOR.
P.T. WOOD 2x4 MEMBER AT
CONC. FLOOR, TYP.
2x4 WOOD
FRAMED
RAISED
FLOOR
2x4 WOOD
FRAMED
RAISED
FLOOR
4" PLYWOOD, PRIME AND PAINT;
COLOR TO MATCH PAINTED CONCRETE
FLOOR, SW7018 DOVETAIL.
CARPET TILE, REFER
TO FINISH SCHEDULE.
P.T.
WOOD 2x4
MEMBER
AT CONC.
FLOOR,
TYP.
(E) CONC. FLOOR
(E
C O
N C
T O
P P
IN
G
S L A B
11"
2x4 WOOD
FRAMED
STEP
2x4 WOOD
FRAMED
STEP
A3.2
A L
IG
N
ALIGN
KEYNOTE LEGEND#
NEW ARCHITECTURAL CASEWORK: BASE CABINETS WITH ADJUSTABLE SHELVING AND
PLASTIC LAMINATE COUNTERTOP AND BACKSPLASH. REFER TO INTERIOR ELEVATIONS FOR
LOCATIONS OF UPPER CABINETS WITH ADJUSTABLE SHELVING.
EXISTING CAST IRON COLUMN TO REMAIN, PRIME AND PAINT; REFER TO FINISH
SCHEDULE, A9.1.
EXISTING DOOR TO REMAIN, REFER TO DOOR SCHEDULE.
EXISTING PLASTER WALL FINISH TO REMAIN WITHIN STAIR VOLUME, PATCH AND REPAIR
AS NECESSARY TO MATCH EXISTING, IN-KIND. REFER TO INTERIOR ELEVATIONS.
DOOR AND FRAME, REFER TO DOOR SCHEDULE A9.2.
PROVIDE NEW STAINLESS STEEL CORNER GUARD THIS LOCATION.
WOOD FRAME INFILL EXISTING OPENING, ALIGN NEW WALL FINISH FLUSH TO EXISTING;
COORDINATE WITH EXISTING WALL THICKNESS.
EXISTING HISTORIC STAIR NEWEL POSTS, BALUSTRADE, AND RAIL. TO REMAIN. PROTECT.
ROUTE OUT EXISTING CONCRETE WALL AND PLASTER TO INSTALL NEW MAGNETIC
HOLD-OPEN AND ASSOCIATED ELECTRIFIED DOOR HARDWARE. LOCATE MAGNETIC ON
DOOR STILE OR RAIL (NOT DOOR PANEL), TYPICALLY.
NEW SEMI-RECESSED FIRE EXTINGUISHER CABINET.
CHASE, REFER TO MECHANICAL.
SECURE DOOR IN LOCKED POSITION.
CASED OPENING IN WALL. REFER TO 16 A/9.5.
WOOD FRAME INFILL FLOOR AND STAIR. ALIGN NEW FLOOR FINISH FLUSH TO EXISTING,
TYP.
H O
L D
A L I G N
S L O
P E :1
D O
W N
ENLARGED TELE BOOTH PLAN20
3" = 1'-0"A2.0 : A3.2
NORTH
SIMULATED STONE COUNTER, WITH WOOD TRIM BACKSPLASH.15
ADA PUSH-BUTTON ACTUATOR, BOTH SIDES OF DOOR, FLUSH MOUNT. ROUTE ELECTRICAL
IN WALL. PATCH AND REPAIR EXISTING WALL FINISHES, TYP.
2'-10"
2"
HOLD
1"
1'-0" 1'-9"
T Y P
H O L D
M
IN
H O L D
5'-0", HOLD
1'-6" MIN.
HOLD
E Q
E Q
M
IN
METAL SUPPORT BRACKET BELOW WORK TOP.17
EXISTING CONCRETE AND PLASTER WALL, REPAIR DAMAGE TO MATCH (E), IN-KIND. PRIME
AND PAINT.
NEW MAGNETIC HOLD-OPEN AND ASSOCIATED ELECTRIFIED DOOR HARDWARE, FLUSH
MOUNT, ROUTE ALL ELECTRICAL WITHIN WALL FRAMING, TYP. LOCATE MAGNETIC ON
DOOR STILE OR RAIL (NOT DOOR PANEL), TYPICALLY.
D
034.3
034.2
DOCK
DOWN
137.1
137.2
STAIR
DOWN
STAIR
DOWN
STAIR
DOWN
STAIR
'-1
1"
(E
GY
P.
B D
SL
O
PE
S
(E
PL
AS
TE
R
E N
L A
R G
E D
F L O
O R P
L A
N S
A3.3
B U
IL
D
IN
G
P
H A
S E
B A
S E M
E N
T R
E N
O V
A T
IO
N
U S F
O R E S T
S E R
V
IC
E
N O
R T
H E R N
R E G
IO
N
R
E G
IO
N
A L O
F F
IC
E www.aearchitects.com
O W
N E
R
P R
O J E
C T
D R
A W
IN
G
A R C H I T E C T U R E
H I S T O R I C
I N T E R I O R S
ARCHITECTS P
C
608 NORTH 29TH STREET
BILLINGS, MT 59101
PH 4 0 6 . 2 4 8 . 2 6 3 3
FAX 4 0 6 . 2 4 8 . 2 4 2 7
428 EAST MENDENHALL STREET
BOZEMAN, MT 59715
PH 4 0 6 . 4 5 1 .7 3 1 0
222 NORTH HIGGINS AVENUE
MISSOULA, MT 59802
PH 4 0 6 . 7 2 1 . 5 6 4 3
FAX 4 0 6 . 7 2 1 . 1 8 8 7
PROJECT #
ISSUE DATE
REVISIONS
13104.20
02.12.16
CHRISTOPHER R. MARTISON
MONTANA
MISSOULA
AIA
LOADING DOCK ENLARGED PLAN16
A2.0 : A3.3 1/2" = 1'-0"
NORTH
BA
8'-2"
6'-10", CLEAR
ALIGN
C L E A R
27'-7"
A L I G
N
6'-21 2"
± 8'-6" (E)
A5.1
A5.1
A5.2
A5.2
18 FIRST FLOOR STAIRS, DEMO
1/4" = 1'-0"A3.3 : A3.3
CLCL 6'-8" DOCK LIFT EQUIPEMENT
D O
C K L
IF
T E
Q U
IP
E M
E N
T
C L E A R
27'-7"±
VERIFY IN FIELD
(N) CONCRETE PAD, TIE INTO EXISTING
CONCRETE GUTTER AND SIDEWALK, TYP.
REFER TO STD-141/C9.1
2" 11
2"
6'-10", CLEAR
C L E A R
(E) GUTTER TO
REMAIN; PROVIDE (N)
CONCRETE PAD.
(E) SIDEWALK TO
REMAIN, ALIGN (N)
CONCRETE TO (E)
SIDEWALK ELEV.
(E) CONCRETE
(N) DOWNSPOUT/
WATER DISCHARGE
LOCATION.
8'-0"± COORD. W/ (E) CONDITIONS
4"
TYP.
A5.1
KEYNOTE LEGEND#
NEW ADA COMPLIANT METAL GRATE ON NEW STEEL ANGLE SUPPORTS. REFER TO
STRUCTURAL.
(E) CONCRETE WALK.
STATIONARY DOCK LIFT.
NEW CARD READER ACCESS CONTROL, THIS LOCATION. FLUSH MOUNT; CONCEAL
ELECTRICAL IN WALL, PATCH TO MATCH EXISTING, AS NECESSARY.
(N) CONCRETE PAD.
NEW STAINLESS STEEL PIPE RAIL HANDRAIL AND STAINLESS STEEL HANDRAIL BRACKETS
AT EXISTING STAIR.
EXISTING LANDSCAPING AND LAWN. RE-LANDSCAPE ALL DAMAGED AREA(S) AS NECESSARY
DUE TO WORK, TYPICALLY.
EXISTING HISTORIC RAIL TO REMAIN, PROTECT.
NEW HOLLOW METAL DOOR PAIR AND FRAME, REFER TO DOOR SCHEDULE A9.2.
(E) CONCRETE WALL AND FOOTING, PROTECT.
(E) DRY WELL, CLEAN DRAIN AND VERIFY FUNCTIONALITY.
NEW CONCRETE WALL AND FOOTING. REFER TO STRUCTURAL.
NEW CABLE AND STAINLESS STEEL GUARDRAIL.
14 (E) STAIR, PROTECT.
15 NEW DRY WELL, REFER TO 16/C9.2.
(E) DOWNSPOUT. AT APPROXIMATELY 6'-0" ABOVE GRADE, CUT (E) DOWNSPOUT, PROVIDE
(N) ELBOW AND DOWNSPOUT LENGTH, TO MATCH (E), IN-KIND; TO RE-ROUTE
WATER/DOWNSPOUT APPROX. 8'-0" NORTH.
(N) DOORBELL, THIS LOCATION. FLUSH MOUNT; CONCEAL ELECTRICAL IN WALL, PATCH
EXTERIOR WALL TO MATCH EXISTING, AS NECESSARY.
STAINLESS STEEL PIPERAIL UPRIGHT TO MATCH HANDRAIL. TERMINATE HANDRAIL TO
UPRIGHT. SECURELY FASTEN UPRIGHT TO (E) CONCRETE CURB.
(E) SIDEWALK TO
REMAIN, ALIGN (N)
CONCRETE TO (E)
SIDEWALK ELEV.
(E) GUTTER TO REMAIN; PROVIDE
(N) CONCRETE AS NECESSARY,
REFER TO STD-126/C9.3.
(E) CONCRETE
19 WRAP HANDRAIL TO CONCRETE WALL.
DOCK LIFT EQUIPMENT LOCATION. COORDINATE FINAL LOCATION WITH CONTRACTING
OFFICER TO ENSURE PALLET TRUCK TURNING RADIUS IS MAINTAINED. LIFT "ON/OFF"
OPERATION BY KEY ONLY.
19 FIRST FLOOR STAIRS, NEW
1/4" = 1'-0"A2.0 : A3.3
20 RCP
1/4" = 1'-0"A7.0 : A3.3
21 REMOVE (E) DOOR AND FRAME, SALVAGE DOOR TO OWNER.
(E) WALK-OFF MAT WITHIN ROOM, AND ASSOCIATED FLOORING TERMINATION STRIP AND
EXTERIOR THRESHOLD, TO REMAIN, PROTECT FOR DURATION OF WORK, TYP.
23 PROVIDE 3 4" THICK PLYWOOD STAIR RISER TO STAIR, MATCH STAIR 123.
(E) METAL PIPE RAIL AS ASSOCIATED HARDWARE TO REMAIN, PRIME AND PAINT, REFER TO
FINISH SCHEDULE A9.1.
(N) 11
4" DIA. METAL PIPE HANDRAIL. PROVIDE STEEL "WAGNER TRANSITIONAL STYLE
HANDRAIL BRACKETS", ROUGHLY 3'-0" O.C. OR AS RECOMMENDED BY MANUFACTURER;
CONCEAL BLOCKING IN WALL FRAMING. PRIME AND PAINT HANDRAIL AND BRACKETS.
(E
P R O
T E C T
(E
P R O
T E C T
EXISTING STAIRS TO REMAIN. PRIME AND PAINT WOOD TREADS AND RISERS, REFER TO
FINISH SCHEDULE A9.1.
27 CASE (E) OPENING; REFER TO DETAIL 16/A9.5.
D H D H D
24 24
2"
2"
25 2626
27 27
(E) CEILING FINISHES AND LIGHTING TO REMAIN, PROTECT. PRIME AND PAINT (E)
PLASTER CEILING FINISH, REFER TO FINISH SCHEDULE A9.1.
STAIR
SIM.
1/8" = 1'-0"
WEST ELEVATION6
A2.0 : A4.1
A2.0 : A4.1 1/8" = 1'-0"
A4.1NORTH ELEVATION
E X
T E R
IO
R E
L E V
A T
IO
N
S
FINISHED FLOOR
SECOND FLOOR
FINISHED FLOOR
FIRST FLOOR
FINISHED FLOOR
BASEMENT
FINISHED FLOOR
SECOND FLOOR
FINISHED FLOOR
FIRST FLOOR
FINISHED FLOOR
BASEMENT
B U
IL
D
IN
G
P
H A
S E
B A
S E M
E N
T R
E N
O V
A T
IO
N
U S F
O R E S T
S E R
V
IC
E
N O
R T
H E R N
R E G
IO
N
R
E G
IO
N
A L O
F F
IC
E www.aearchitects.com
O W
N E
R
P R
O J E
C T
D R
A W
IN
G
A R C H I T E C T U R E
H I S T O R I C
I N T E R I O R S
ARCHITECTS P
C
608 NORTH 29TH STREET
BILLINGS, MT 59101
PH 4 0 6 . 2 4 8 . 2 6 3 3
FAX 4 0 6 . 2 4 8 . 2 4 2 7
428 EAST MENDENHALL STREET
BOZEMAN, MT 59715
PH 4 0 6 . 4 5 1 .7 3 1 0
222 NORTH HIGGINS AVENUE
MISSOULA, MT 59802
PH 4 0 6 . 7 2 1 . 5 6 4 3
FAX 4 0 6 . 7 2 1 . 1 8 8 7
PROJECT #
ISSUE DATE
REVISIONS
13104.20
02.12.16
CHRISTOPHER R. MARTISON
MONTANA
MISSOULA
AIA
PHOTO.
A4.1 : A4.1 PHOTOGRAPH
CONC. REPAIR AT STAIR
KEYNOTE LEGEND
DESCRIPTIONSYMBOL
1. HATCH INDICATES NEW WOOD WINDOWS UNITS TO MATCH EXISTING HISTORIC
WINDOWS, IN-KIND; REFER TO WINDOW SCHEDULE.
2. AT EXTERIOR PORCHES, ALL EXPOSED EXISTING CONDUIT, AND ALL NEW
EXPOSED CONDUIT AND FIRE SPRINKLER PIPING TO BE INSTALLED TIGHT TO
STRUCTURE; PRIME AND PAINT TO MATCH EXISTING PORCH CEILING JOISTS,
TYP.
ELEVATION GENERAL NOTES
4 4 4444444444
4 4 4 4 4 4 13 4 4
NEW STAINLESS STEEL GUARD RAIL WITH WIRE INFILL.
NEW DOUBLE FRENCH IN-SWING CASEMENT, OPERABLE WINDOW UNIT
AND REINSTALLED HISTORIC METAL PROTECTIVE GRATE. REFER TO
WINDOW SCHEDULE A9.3.
EXISTING HISTORIC RAILS TO REMAIN, PROTECT.
NEW HOLLOW METAL DOOR AND FRAME, REFER TO DOOR SCHEDULE A9.2.
EXTERIOR LIGHT FIXTURE, PROTECT.
EXISTING DOOR AND FRAME, PRIME AND PAINT. REFER TO DOOR
SCHEDULE A9.2.
LOCALIZED CONCRETE REPAIR, THIS AREA. REMOVE EXISTING CONCRETE
TO SOUND MATERIAL, PATCH TO MATCH EXISTING, IN-KIND.
EXISTING DOOR, PROTECT.
EXISTING HISTORIC FRENCH IN-SWING CASEMENT, OPERABLE WINDOW
UNIT, RESTORE EXTERIOR FINISHES. REFER TO WINDOW SCHEDULE A9.3.
EXISTING WINDOW, PROTECT.
MODIFY AND RE-ROUTE EXISTING DOWNSPOUT AS INDICATED TO
REDIRECT WATER 8'-0" TO THE NORTH, PROVIDE ELBOWS AND
DOWNSPOUT LENGTHS TO MATCH EXISTING, IN-KIND.
EXISTING METAL PANEL TO REMAIN. WIRE-BRUSH TO REMOVE RUST, CLEAN
AND ENSURE WEATHER TIGHT SEAL. PRIME AND PAINT TO MATCH (E).
NEW MECHANICAL PENETRATION. COLOR AS SELECTED BY CONTRACTING
OFFICER. PATCH EXTERIOR FINISHES, AS NECESSARY, MATCH EXISTING.
1'-0"
MIN.,
TYP.
SOUTH ELEVATION, SIM.
1'-0"
MIN.,
TYP.
KJIHGFEDCBA
1 2 3 4 5 6 7
1/8" = 1'-0"
EAST ELEVATION6
A2.0 : A4.2
A2.0 : A4.2
E X
T E R
IO
R E
L E V
A T
IO
N
S
1/8" = 1'-0" A4.2
B U
IL
D
IN
G
P
H A
S E
B A
S E M
E N
T R
E N
O V
A T
IO
N
U S F
O R E S T
S E R
V
IC
E
N O
R T
H E R N
R E G
IO
N
R
E G
IO
N
A L O
F F
IC
E www.aearchitects.com
O W
N E
R
P R
O J E
C T
D R
A W
IN
G
A R C H I T E C T U R E
H I S T O R I C
I N T E R I O R S
ARCHITECTS P
C
608 NORTH 29TH STREET
BILLINGS, MT 59101
PH 4 0 6 . 2 4 8 . 2 6 3 3
FAX 4 0 6 . 2 4 8 . 2 4 2 7
428 EAST MENDENHALL STREET
BOZEMAN, MT 59715
PH 4 0 6 . 4 5 1 .7 3 1 0
222 NORTH HIGGINS AVENUE
MISSOULA, MT 59802
PH 4 0 6 . 7 2 1 . 5 6 4 3
FAX 4 0 6 . 7 2 1 . 1 8 8 7
PROJECT #
ISSUE DATE
REVISIONS
13104.20
02.12.16
CHRISTOPHER R. MARTISON
MONTANA
MISSOULA
AIA
NORTH ELEVATION
FINISHED FLOOR
SECOND FLOOR
FINISHED FLOOR
FIRST FLOOR
FINISHED FLOOR
BASEMENT
FINISHED FLOOR
SECOND FLOOR
FINISHED FLOOR
FIRST FLOOR
FINISHED FLOOR
BASEMENT
PHOTO.
PHOTO.
PHOTO.
PHOTO.
A4.2 : A4.2 PHOTOGRAPH
CONC. REPAIR AT STAIR
KEYNOTE LEGEND
DESCRIPTIONSYMBOL
1. HATCH INDICATES NEW WOOD WINDOWS UNITS TO MATCH EXISTING HISTORIC
WINDOWS, IN-KIND; REFER TO WINDOW SCHEDULE.
2. AT EXTERIOR PORCHES, ALL EXPOSED EXISTING CONDUIT, AND ALL NEW
EXPOSED CONDUIT AND FIRE SPRINKLER PIPING TO BE INSTALLED TIGHT TO
STRUCTURE; PRIME AND PAINT TO MATCH EXISTING PORCH CEILING JOISTS,
TYP.
ELEVATION GENERAL NOTES
4 4 4 4
444 4
5 5 56
NEW STAINLESS STEEL GUARD RAIL WITH WIRE INFILL.
NEW DOUBLE FRENCH IN-SWING CASEMENT, OPERABLE WINDOW UNIT
AND REINSTALLED HISTORIC METAL PROTECTIVE GRATE. REFER TO
WINDOW SCHEDULE A9.3.
EXISTING HISTORIC RAILS TO REMAIN, PROTECT.
NEW HOLLOW METAL DOOR AND FRAME, REFER TO DOOR SCHEDULE A9.2.
EXTERIOR LIGHT FIXTURE, PROTECT.
EXISTING DOOR AND FRAME, PRIME AND PAINT. REFER TO DOOR
SCHEDULE A9.2.
EXISTING DOOR, PROTECT.
EXISTING HISTORIC FRENCH IN-SWING CASEMENT, OPERABLE WINDOW
UNIT, RESTORE EXTERIOR FINISHES. REFER TO WINDOW SCHEDULE A9.3.
EXISTING WINDOW, PROTECT.
MODIFY AND RE-ROUTE EXISTING DOWNSPOUT AS INDICATED TO REDIRECT
WATER 8'-0" TO THE NORTH, PROVIDE ELBOWS AND DOWNSPOUT LENGTHS
TO MATCH EXISTING, IN-KIND.
LOCALIZED CONCRETE REPAIR, THIS AREA. REMOVE EXISTING CONCRETE
TO SOUND MATERIAL, PATCH TO MATCH EXISTING, IN-KIND.
NEW MECHANICAL PENETRATION. COLOR AS SELECTED BY CONTRACTING
OFFICER. PATCH EXTERIOR FINISHES, AS NECESSARY, MATCH EXISTING.
12 12
ABCDEFGHIJK
4567 123
| 4_A2.0-A4.1 |
| 13104.3 ARCH_Part6 |
| 13104.3 ARCH_Part7 |
| 13104.3 ARCH_Part8 |
| 13104.3 ARCH_Part9 |
| 13104.3 ARCH_Part10 |
| 13104.3 ARCH_Part11 |
13104.3 ARCH_Part12
File details come from the government source that posted it. Updated .