11_Arch4_A2.0-A4.2.pdf

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Attached to
Building 26, Phase 3 Basement Renovation Federal contract opportunity
Solicitation number
AG-0343-S-16-0021
Issued by
Department of Agriculture Forest Service R1-Northern Region

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20160607RevisedScheduleB.pdf PDF
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13104_2_ASK_03_A3_3.pdf PDF
13104_2_PSK_01-03.pdf PDF
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20_Security_-_Phase_3_-_Basement.pdf PDF
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15_13104.3_STRUCT.pdf PDF
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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

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F L O

O R P

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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

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L A

R G

E D

F L O

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A3.3

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A R C H I T E C T U R E

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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

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C T

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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

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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 .