Attachment_2_-_03_Drawings_AD2.0_-_A9.13.pdf

6 72

D

B

A

3 4 5

C

E

F

8' - 10"

VERIFY

7' - 1"

9 9 910 1010

10 10

101010 999

14 14 14

14141414

10 10 10

1. CONTRACTOR SHALL COORDINATE DEMOLITION WITH FIELD

CONDITIONS AND EXTENTS OF NEW WORK SHOWN IN THESE

DOCUMENTS. NOTIFY CONTRACTING OFFICER IMMEDIATELY OF ANY

QUESTIONABLE CONDITIONS.

2. CONTRACTOR SHALL CONDUCT ALL NECESSARY EXPLORATORY

ACTIVITIES TO LOCATE AND PROTECT EXISTING SYSTEMS AND/OR

STRUCTURES TO REMAIN PRIOR TO THE START OF DEMOLITIONS

WORK.

3. COORDINATE MISCELLANEOUS DEMOLITION / REMOVAL OF

FINISHES TO REMAIN TO ACCOMMODATE NEW SYSTEMS

INSTALLATION. PATCH AND REPAIR FINISH TO MATCH IN-KIND TO

EXISTING FOLLOWING INTEGRATION.

4. CONTRACTOR TO PROTECT EXISTING BUILDING AND ELEMENTS

DURING CONSTRUCTION

5. CONTRACTOR SHALL MAINTAIN A WEATHER TIGHT ENVIRONMENT

DURING ROOF REMOVAL AND REPLACEMENT, TYPICAL. ANY

ELEMENTS DAMAGED OR DISTURBED BY DEMOLITION / NEW WORK

SHALL BE REPLACED IN THEIR ENTIRETY TO MATCH IN-KIND TO

EXISTING AT CONTRACTOR'S EXPENSE. UPON COMPLETION, NEW

AND EXISTING WORK SHALL INTEGRATE SEAMLESSLY TO CREATE A

FINISHED ARCHITECTURAL APPEARANCE.

6. CONTRACTOR SHALL PROVIDE ANY NECESSARY SHORING TO

MAINTAIN BUILDING INTEGRITY THROUGHOUT CONSTRUCTION.

7. REMOVE WALLS SHOWN BY DASHED LINE IN THEIR ENTIRETY UNO.

SEE LINE WORK LEGEND.

GENERAL DEMOLITION NOTES

EXCAVATE & REMOVE FOUNDATION WALL & FOOTING IN THEIR

ENTIRETY

DEMOLITION KEYNOTES:

REMOVE PORTION OF FOUNDATION WALL & FOOTING IN

PREPARATION FOR NEW OPENING. FIELD COORDINATE EXTENT

OF DEMOLITION.

UNDERPIN EXISTING FOUNDATION WALL IN PREPARATION FOR

NEW CONSTRUCTION. SEE STRUCTURAL

REMOVE PORTION OF FOUNDATION WALL & UNDERPIN

EXISTING FOUNDATION. SEE CONSTRUCTION PLANS FOR

EXTENT. COORDINATE WITH STRUCTURAL.

EXCAVATE (E) CRAWLSPACE FOR (N) ELEVATOR SHAFT ACCESS

& TUNNEL EXTENSION . COORDINATE EXTENT W/ NEW

CONSTRUCTION AND STRUCTURAL.

REMOVE (E) SYSTEMS SERVING PHASE I AREA IN THEIR

ENTIRETY. COORDINATE W/ MECH, ELEC., PLUMBING & FIRE

PROTECTION FOR ADDITIONAL INFORMATION.

PROTECT (E) UTILITIES IN TUNNEL SERVING PHASE II AREA

COORDINATE MODIFICATION WITH NEW WORK.

HATCH INDICATES AREA OF NEW ADDITION EXCAVATION FOR (N)

CONSTRUCTION. FIELD COORDINATE EXTENTS WITH (N) WORK.

REMOVE PORTION OF FOUNDATION WALL IN PREPARATION FOR

(N) STRUCTURAL UPGRADES. SEE STRUCTURAL FOR

ADDITIONAL INFORMATION. FIELD COORDINATE EXTENT OF

DEMOLITION.

HATCH INDICATES APROXIMATE LOCATION OF EXCAVATION

REQUIRED FOR STRUCTURAL UPGRADES. SEE STRUCTURAL.

PROTECT (E) UTILITIES SERVING PHASE II AREAS.

COORDINATE (N) UTILITIES TO ALLOW FUTURE REMOVAL.

COORDINATE UTILITIES MODIFICATION AND PROTECT ALL

PHASE II SYSTEMS AND CONSTRUCTION.

COORDINATE EXACT EXTENTS & LOCATIONS OF EXCAVATIONS

NECESSARY TO COMPLEATE NEW WORK. TYP.

COORDINATE EXCAVATION AND PREPERATION OF (N)

STRUCTUREAL WORK SEE STRUCTURAL.

FIELD COORDNITATE EXACT LOCATION OF UTILITY TUNNEL

SERVING BUILDING . PROTECT TUNNEL & UTILITIES TO

REMAIN.

HATCH INDICATES APPROXIMATE AREA OF EXCIVATION FOR (N)

MECHANICAL UNIT ACCESS. FIELD COORDINATE WITH (E) PIERS.

DEMOLISHED ELEMENTS

EXISTING ELEMENTS TO REMAIN

LINEWORK LEGEND

A R C H I T E C T U R E I N T E R I O R S H I S T O R I C www.aearchitects.com

2 2 2 N O R T H H I G G I N S M I S S O U L A, M T 5 9 8 0 2 P H. 4 0 6 . 7 2 1 . 5 6 4 3 F A X. 4 0 6 . 7 2 1 . 1 8 8 7

6 0 8 N O R T H 2 9 T H B I L L I N G S, M T 5 9 1 0 1 P H. 4 0 6 . 2 4 8 . 2 6 3 3 F A X. 4 0 6 . 2 4 8 . 2 4 2 7

4 2 8 E A S T M E N D E N H A L L B O Z E M A N, M T 5 9 7 1 5 P H. 4 0 6 . 4 5 3 . 7 3 1 0

PROJECT NO.

NPS PROJ NO.

REVISIONS

DRAWING NO.

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15021.00 6.10.2016

BASEMENT DEMOLITION PLAN

MAMMOTH HOTEL SEISMIC

STABILIZATION & REHABILITATION

- PHASE I

YELLOWSTONE NATIONAL PARK, WYOMING

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: 1/8" = 1'-0"AD2.0A5.1

16 DEMO BASEMENT FLOOR PLAN NORTH

UP

UP

6 72

D

B

A

3 4 5

C

E

F

5'

1"

7 7 7 755

18 18

10 10

10 10

11 4 11

8 8 8 8

9 9

6 66

6 8 8 8 8

17' - 10" 28' - 3" 26' - 0" 32' - 0" 45' - 4"

149' - 5"

6 6 631

12 12

16 16

292929

20 20

12 12

12 21

262626

26 26 26 26

5 5 5 5

30 30

30 30 30 30

PHASE II

PHASE I

PHASE II

PHASE I

MAMMOTH HOT

SPRINGS HOTEL

| PHASE 2 |

(E) RAMP

21 21 21 21 21

32 3226

32 32

12 12

29 29 2929

6 42 42 42 42 42

35 TYP.

35 TYP.

1. CONTRACTOR SHALL COORDINATE DEMOLITION WITH FIELD

CONDITIONS AND EXTENTS OF NEW WORK SHOWN IN THESE

DOCUMENTS. NOTIFY CONTRACTING OFFICER IMMEDIATELY OF ANY

QUESTIONABLE CONDITIONS.

2. CONTRACTOR SHALL CONDUCT ALL NECESSARY EXPLORATORY

ACTIVITIES TO LOCATE AND PROTECT EXISTING SYSTEMS AND/OR

STRUCTURES TO REMAIN PRIOR TO THE START OF DEMOLITIONS

WORK.

3. COORDINATE MISCELLANEOUS DEMOLITION / REMOVAL OF

FINISHES TO REMAIN TO ACCOMMODATE NEW SYSTEMS

INSTALLATION. PATCH AND REPAIR FINISH TO MATCH IN-KIND TO

EXISTING FOLLOWING INTEGRATION.

4. CONTRACTOR TO PROTECT EXISTING BUILDING AND ELEMENTS

DURING CONSTRUCTION

5. CONTRACTOR SHALL MAINTAIN A WEATHER TIGHT ENVIRONMENT

DURING ROOF REMOVAL AND REPLACEMENT, TYPICAL. ANY

ELEMENTS DAMAGED OR DISTURBED BY DEMOLITION / NEW WORK

SHALL BE REPLACED IN THEIR ENTIRETY TO MATCH IN-KIND TO

EXISTING AT CONTRACTOR'S EXPENSE. UPON COMPLETION, NEW

AND EXISTING WORK SHALL INTEGRATE SEAMLESSLY TO CREATE A

FINISHED ARCHITECTURAL APPEARANCE.

6. CONTRACTOR SHALL PROVIDE ANY NECESSARY SHORING TO

MAINTAIN BUILDING INTEGRITY THROUGHOUT CONSTRUCTION.

7. REMOVE WALLS SHOWN BY DASHED LINE IN THEIR ENTIRETY UNO.

SEE LINE WORK LEGEND.

GENERAL DEMOLITION NOTES

DEMOLISHED ELEMENTS

EXISTING ELEMENTS TO REMAIN

LINEWORK LEGEND

REMOVE CONC. SLAB AND EXCAVATE FOR NEW FOUNDATION.

COORDINATE WITH (N) WORK FOR EXTENT.

DEMOLITION KEYNOTES:

REMOVE (E) FLOORING, SUBSTRATE, AND STRUCUTRE FOR (N)

ELEVATOR. COORDINATE EXTENT AND LOCATION WITH NEW

CONSTRUCTION & REQUIRMENTS OF ELEVATOR.

CARE FULLY REMOVE AND SALVAGE EXTERIOR TRIM TO

EXTENT REQUIRED FOR (N) STRUCTURAL MOMENT FRAME.

STAIN, REPAIR AND PREPARE FOR RE-INSTALLATION.

REMOVE AND SALVAGE (E) WOOD TRIM. REMOVE (E) WALL

FINISHES AS NECESSARY FOR (N) STRUCTURAL WORK. FIELD

COORDINATE EXTENTS. STRIP, REPAIR AND PREFAIR FOR RE-

INSTALLATION.

CREFULLY REMOVE AND SALVAGE HISTORIC DRINKING

FOUNTAIN.

CAREFULLY REMOVE WALL FINISH AND STRUCTURE FOR NEW

OPENING. SALVAGE TRIM & PANELING. COORDINATE LOCATION

AND EXTENT WITH (N) WORK.

REMOVE (E) WALL FINISH, INSULATION AND TRIM IN THEIR

ENTIRITY TO SOUND STRUCTURE. COORDINATE AND PREPARE

FOR (N) WORK.

REMOVE (E) WINDOW, SASH, FRAME, AND TRIM IN THEIR

ENTIRETY. SALVAGE SASH & GLASS TO OWNER.

CAREFULLY REMOVE AND SALVAGE (E) WINODW, FRAME AND

TRIM FOR RESTORATION AND RE-INSTALLATION.

REMOVE (E) DOOR, FRAME, TRIM AND HARDWARE IN THEIR

ENTIRETY. SALVAGE TO OWNER.

REMOVE AND SALVAGE (E) PLUMBING FIXTURE. PREPARE FOR

RE-INSTALLATION. SEE PLUMBING.

REMOVE (E) CASEWORK IN ITS ENTIRITY.

REMOVE (E) FLOOR FINISH TO SOUND SUBSTRATE.

COORDINATE WITH STRUCTURAL UPGRADES. PREPARE FOR

(N) FINISH.

PROTECT (E) STAIR, HANDRAILS, WALLS, PANELING, TRIM.

REMOVE (E) TILE FLOOR FINISH AND UNDERLAYMENT TO

SOUND STRUCTURE. PREPARE FOR (N) WORK.

REMOVE (E) STAIR, HANDRAILS, FINISHES AND ENCLOSURE IN

ITS ENTIRETY. PREPARE FOR (N) WORK.

REMOVE (E) VESTIBULE, IN ITS ENTIRETY. PREPARE FOR (N)

WORK.

LOCATION OF HISTORIC WOOD MAP TO BE REMOVED PRIOR

TO START OF PROJECT. PROTECT LOCATION AND RAILING

FOR RE-INSTALLATION FOLLOWING RESTORATION.

REMOVE (E) TOILET PARTITIONS, COUNTERTOPS AND

FAUCETS IN THEIR ENTIRETY.

REMOVE (E) WALL IN ITS ENTIRETY TO ACCOMMODATE (N)

WORK. SALVAGE TRIM. COORDINATE WITH STRUCTURAL.

REMOVE AND SALVAGE (E) DOORS, FRAMES, TRIM AND

HARDWARE. RESTORE AND PREPARE FOR RE-INSTALLATION.

REMOVE AND/OR PROTECT IN PLACE (E) DOOR, FRAME, TRIM,

AND GLASS AT HISTORIC ASSEMBLIES AND WINDOWS. CLEAN,

REPAIR & REFINISH.

PROTECT (E) FIREPLACE. PREPARE VENTING FOR

MODIFICATION.

REMOVE (E) SIDEWALL AND CURB IN ITS ENTIRETY. FIELD

COORDINATE EXTENTS.

REMOVE (E) TELEPHONE BOOTHS IN THEIR ENTIRITY.

REMOVE (E) ASPHALT IN ITS ENTIRETY. FIELD COORDINATE

EXTENT. SEE CIVIL FOR ADDITIONAL INFORMATION.

REMOVE (E) COLUMN FINISH IN ITS ENTIRITY. PREPARE FOR (N)

FINISH TO MATCH (E) "IN-KIND"

REMOVE (E) CONCRETE ISLAND AND CURB FOR (N)

FOUNDATION WORK.

PROTECT (E) RAMP, STAIR AND RAILINGS THROUGHOUT

CONSTRUCTION.

SALVAGE (E) RADIATORS. TYP. STRIP, REPAIR AND REFINISH FOR

REINSTALLATION. FIELD COORDINATE EXACT RADIATORS TO BE

RE-INSTALLED WITH CONTRACTING OFFICER. SALVAGE

REMIANING RADIATORS TO OWNER.

REMOVE (E) WOOD TRIM AND PILASTER CONSTRUCTION TO

ACCOMODATE (N) WORK. PREPARE FOR (N) FINISH.

(E) COLUMNS. PROTECT THROUGHOUT CONSTRUCTION.

(E) DOORS. PROTECT THROUGHOUT CONSTRUCTION.

34 CAREFULLY REMOVE (E) BOTTLE FILLER. SALVAGE TO WONER.

SEE PLUMBING.

COORDINATE (N) PENETRATIONS FOR MECHANICAL.35

REMOVE (E) CONCRETE SLABS AND CURB FOR NEW WORK.

COORDINATE EXTENT WITH CIVIL.

PROTECT (E) METAL RAILING. CLEAN AND RE-FINISH TO MATCH

"IN-KIND" TO EXISTING.

PROTECT (E) CONCRETE DOCK

REMOVE (E) STAIR AND ACCOCIATED HARDWARE. PREPARE

FOR (N) FLOOR HATCH.

CAREFULLY REMOVE & SALVAGE WOOD TRIMS ADJOINING

WALL FINISH AND PREPARE FOR (N) WORK.

MODIFIY (E) WALL ? & FINISH. COORDINATE EXTENT WITH (N)

WORK.

PROTECT (E) WINDOW & TRIM IN THEIR ENTIRITY. SEE WINDOW

SCHEDUAL FOR ADDITIONAL INFORMATION.

A R C H I T E C T U R E I N T E R I O R S H I S T O R I C www.aearchitects.com

2 2 2 N O R T H H I G G I N S M I S S O U L A, M T 5 9 8 0 2 P H. 4 0 6 . 7 2 1 . 5 6 4 3 F A X. 4 0 6 . 7 2 1 . 1 8 8 7

6 0 8 N O R T H 2 9 T H B I L L I N G S, M T 5 9 1 0 1 P H. 4 0 6 . 2 4 8 . 2 6 3 3 F A X. 4 0 6 . 2 4 8 . 2 4 2 7

4 2 8 E A S T M E N D E N H A L L B O Z E M A N, M T 5 9 7 1 5 P H. 4 0 6 . 4 5 3 . 7 3 1 0

PROJECT NO.

NPS PROJ NO.

REVISIONS

DRAWING NO.

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NO.

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15021.00 6.10.2016

FIRST FLOOR DEMOLITION PLAN

MAMMOTH HOTEL SEISMIC

STABILIZATION & REHABILITATION

- PHASE I

YELLOWSTONE NATIONAL PARK, WYOMING

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11 DEMO FIRST FLOOR PLAN NORTH

DN

UP

6 72

D

B

A

3 4 5

C

E

F

2 2 2 2 2 2 2 2

22 22 22 22 22

11 11

4 4 4

4 4 4 4

11111 MAMMOTH HOT

SPRINGS HOTEL

| PHASE 2 |

77777

7 9 14

9 14

99999

9 9

9 9

20 14

6 6

6 6 6

161616

PHASE 2

PHASE 1

PHASE 2

PHASE 1

MAMMOTH HOT

SPRINGS HOTEL

| PHASE 2 |

8' - 9" 7' - 4"

7'

2"

11111111 11 11

9 9

14 14 14 14 14

1414 14 14 14

ROOF STRUCTURE ABOVE. SEE

ROOF DEMOLITION PLAN FOR

ADDITIONAL INFORMATION.

16 16 16 16 16

16 16 16

D S1.6

D S1.5

D S1.7

(E) DOOR

1. CONTRACTOR SHALL COORDINATE DEMOLITION WITH FIELD

CONDITIONS AND EXTENTS OF NEW WORK SHOWN IN THESE

DOCUMENTS. NOTIFY CONTRACTING OFFICER IMMEDIATELY OF ANY

QUESTIONABLE CONDITIONS.

2. CONTRACTOR SHALL CONDUCT ALL NECESSARY EXPLORATORY

ACTIVITIES TO LOCATE AND PROTECT EXISTING SYSTEMS AND/OR

STRUCTURES TO REMAIN PRIOR TO THE START OF DEMOLITIONS

WORK.

3. COORDINATE MISCELLANEOUS DEMOLITION / REMOVAL OF

FINISHES TO REMAIN TO ACCOMMODATE NEW SYSTEMS

INSTALLATION. PATCH AND REPAIR FINISH TO MATCH IN-KIND TO

EXISTING FOLLOWING INTEGRATION.

4. CONTRACTOR TO PROTECT EXISTING BUILDING AND ELEMENTS

DURING CONSTRUCTION

5. CONTRACTOR SHALL MAINTAIN A WEATHER TIGHT ENVIRONMENT

DURING ROOF REMOVAL AND REPLACEMENT, TYPICAL. ANY

ELEMENTS DAMAGED OR DISTURBED BY DEMOLITION / NEW WORK

SHALL BE REPLACED IN THEIR ENTIRETY TO MATCH IN-KIND TO

EXISTING AT CONTRACTOR'S EXPENSE. UPON COMPLETION, NEW

AND EXISTING WORK SHALL INTEGRATE SEAMLESSLY TO CREATE A

FINISHED ARCHITECTURAL APPEARANCE.

6. CONTRACTOR SHALL PROVIDE ANY NECESSARY SHORING TO

MAINTAIN BUILDING INTEGRITY THROUGHOUT CONSTRUCTION.

7. REMOVE WALLS SHOWN BY DASHED LINE IN THEIR ENTIRETY UNO.

SEE LINE WORK LEGEND.

GENERAL DEMOLITION NOTES

CAREFULLY REMOVE WALL FINISH AND STRUCTURE FOR NEW

OPENING. SALVAGE TRIM & PANELING. COORDINATE LOCATION

AND EXTENT WITH (N) WORK.

DEMOLITION KEYNOTES:

COORDINATE REMOVAL OF ELECTRICAL, MECHANICAL AND FIRE

SYSTEMS WITHIN PHASE I WORK AREA.

REMOVE (E) WINDOW, FRAM, TRIM AND ACCESSORIES IN THEIR

ENTIRIETY. SALVAGE SASH, WEIGHTS AND GLASS TO WONER

REMOVE AND SALVAGE (E) WINDOW, FRAME AND TRIM.

RESTORE (E) WINDOW WITH (N) INSULATED FIRE GLAZING.

REMOVE (E) DOOR, FRAME, HARDWARE, AND TRIM IN THEIR

ENTIRETY. SALVAGE TO OWNER.

REMOVE (E) STAIR, HANDRAILS FINISHES AND ENCLOSURE IN

ITS ENTIRETY. PREPARE FOR (N) WORK.

REMOVE (E) WALL IN ITS ENTIRETY TO ACCOMMODATE (N)

WORK. COORDINATE WITH STRUCTURAL.

REMOVE (E) COLUMNS UPON ROOF REMOVAL IN THEIR

ENTIRETY. PREPARE FOR (N) WORK.

EXISTING PBX ENCLOSURE. ROOM CONTAINS CRITICAL

EQUIPMENT THAT MAY NOT BE DISABLED AT ANY TIME DURING

CONSTRUCTION. ALL CARE SHALL BE TAKEN TO MAINTAIN

INTEGRITY, POWER UNTIL THE SERVICE IS ESTABLISHED AT (N)

LOCATION..

REMOVE (E) FLOOR FINISH, SUBSTRATE AND TRIMS IN THEIR

ENTIRETY TO SOUND STRUCTURE.

EXISTING DOOR. PROTECT THROUGHOUT CONSTRUCTION.

OPEN TO BELOW

REMOVE (E) FIREPLACE EXHAUST AND FLUE IN THEIR

ENTIRETY. COORDINATE EXHAUST REVISIONS WITH (N) WORK.

PROTECT EXISTING FINISHES TO REMAIN THROUGH OUT

CONSTRUCTION. COORDINATE WITH (N) WORK.

SALVAGE EXISTING RADIATOR. TYP. STRIP, REPAIR AND RE-

FINISH. PREPARE FOR RE-INSTALLATION. FIELD COORDINATE

EXACT RADIATORS TO BE RE-INSTALLED WITH CONTRACTING

OFFICER. SALVAGE ALL OTHERS TO OWNER.

REMOVE EXISTING FLOOR FINISH, SUBFLOOR AND

STRUCTURAL FRAMING. SEE STRUCTURAL AND REMODEL PLAN

FOR EXTENT.

REMOVE (E) WALL FINISH, UNDERLAYMENT AND TRIM TO SOUND

STRUCTURE. COORDINATE AND PREPARE FOR (N) WORK.

18 REMOVE (E) CASEWORK AND PLUMBING FIXTURES. IN THEIR

ENTIRETY.

19 SEE AD2.7 FOR ADDITIONAL INFORMATION.

CONTRACDTOR SHALL TAKE ALL CARE AND PROTECT (E)

COMMUNICATIONS CABLEING & FIBER OPTIC THROUGHT

CONSTRUCTION SERVING (E) PBX & AREA TELE/DATA..

COORDINATE SWITHING AND RELOCATION OF SERVICES

TO (N) ROOM 004 AT THE EARLIEST POSSIBLE TIME.

DEMOLISHED ELEMENTS

EXISTING ELEMENTS TO REMAIN

LINEWORK LEGEND

A R C H I T E C T U R E I N T E R I O R S H I S T O R I C www.aearchitects.com

2 2 2 N O R T H H I G G I N S M I S S O U L A, M T 5 9 8 0 2 P H. 4 0 6 . 7 2 1 . 5 6 4 3 F A X. 4 0 6 . 7 2 1 . 1 8 8 7

6 0 8 N O R T H 2 9 T H B I L L I N G S, M T 5 9 1 0 1 P H. 4 0 6 . 2 4 8 . 2 6 3 3 F A X. 4 0 6 . 2 4 8 . 2 4 2 7

4 2 8 E A S T M E N D E N H A L L B O Z E M A N, M T 5 9 7 1 5 P H. 4 0 6 . 4 5 3 . 7 3 1 0

PROJECT NO.

NPS PROJ NO.

REVISIONS

DRAWING NO.

PKG

NO.

PKG1

PKG2

PKG3

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15021.00 6.10.2016

SECOND FLOOR DEMOLITION PLAN

MAMMOTH HOTEL SEISMIC

STABILIZATION & REHABILITATION

- PHASE I

YELLOWSTONE NATIONAL PARK, WYOMING

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11 DEMO SECOND FLOOR PLAN

NORTH

B

A

3 4 5

C

E

F

6 6

7 5

PHASE 2

PHASE 1

PHASE 2

PHASE 1

MAMMOTH HOT

SPRINGS HOTEL

| PHASE 2 |

10 10

REMOVE (E) WOOD SHINGLES, SHEATHING, STRUCTURE,

FLASHING AND TRIMS IN THEIR ENTIRETY. COORDINATE

EXTENT WITH (N) WORK.

DEMOLITION KEYNOTES:

REMOVE (E) OVERFRAMED ROOF. COORDINATE WITH (N)

STRUCTURAL UPGRADES AND ROOF.

REMOVE (E) ROOF SHINGLES, FLASHING & TRIM TO SOUND

STRUCTURE. PREPARE FOR STRUCTURAL UPGRADES.

REMOVE (E) ROOF FACIA, TRIM AND FLASHINGS IN THEIR

ENTIRITY. PREPARE AREA FOR (N) WORK. COORDINATE

EXTENT.

REMOVE (E) MEMBRANE ROOF FINISH, INSULATION, ALL

UNDERLAYMENT, TRIMS, FLASHING AND ACCESSORIES TO

SOUND STRUCTURE.

REMOVE (E) ROOF AND STRUCTURE IN THEIR ENTIRETY AT

REMOVED STAIR AND VESTIBULE.

REMOVE (E) EXTERIOR WALL FINISH TO EXTENT REQUIRED TO

COMPLETE (N) ROOF. FIELD COORDINATE EXTENT. REPAIR "IN-

KIND"

REMOVE ALL (E) ROOF PENETRATIONS IN THEIR ENTIRETY.

COORDINATE (N) PENETRATIONS AND ROUTING FROM (E)

EQUIPMENT TO REMAIN TO (N) PENETRATIONS.

REMOVE (E) ROOF FINISH, TRIM AND FLASHING & ACCESSORIES

IN THEIR ENTIRITY TO SOUND UNDERLAYMENT. PREPARE FOR

(N) WORK.

REMOVE (E) ROOF ? IN THEIR ENTIRITY.

TEMPORARYLY REMOVE ALL (E) MECHANICAL AND

ELECTRICAL EQUIPMENT SERVING PHASE II AREA TO

FACILITATE (N) WORK. RE-INSTALL AND SETUP EQUPMENT.

1. CONTRACTOR SHALL COORDINATE DEMOLITION WITH FIELD

CONDITIONS AND EXTENTS OF NEW WORK SHOWN IN THESE

DOCUMENTS. NOTIFY CONTRACTING OFFICER IMMEDIATELY OF ANY

QUESTIONABLE CONDITIONS.

2. CONTRACTOR SHALL CONDUCT ALL NECESSARY EXPLORATORY

ACTIVITIES TO LOCATE AND PROTECT EXISTING SYSTEMS AND/OR

STRUCTURES TO REMAIN PRIOR TO THE START OF DEMOLITIONS

WORK.

3. COORDINATE MISCELLANEOUS DEMOLITION / REMOVAL OF

FINISHES TO REMAIN TO ACCOMMODATE NEW SYSTEMS

INSTALLATION. PATCH AND REPAIR FINISH TO MATCH IN-KIND TO

EXISTING FOLLOWING INTEGRATION.

4. CONTRACTOR TO PROTECT EXISTING BUILDING AND ELEMENTS

DURING CONSTRUCTION

5. CONTRACTOR SHALL MAINTAIN A WEATHER TIGHT ENVIRONMENT

DURING ROOF REMOVAL AND REPLACEMENT, TYPICAL. ANY

ELEMENTS DAMAGED OR DISTURBED BY DEMOLITION / NEW WORK

SHALL BE REPLACED IN THEIR ENTIRETY TO MATCH IN-KIND TO

EXISTING AT CONTRACTOR'S EXPENSE. UPON COMPLETION, NEW

AND EXISTING WORK SHALL INTEGRATE SEAMLESSLY TO CREATE A

FINISHED ARCHITECTURAL APPEARANCE.

6. CONTRACTOR SHALL PROVIDE ANY NECESSARY SHORING TO

MAINTAIN BUILDING INTEGRITY THROUGHOUT CONSTRUCTION.

7. REMOVE WALLS SHOWN BY DASHED LINE IN THEIR ENTIRETY UNO.

SEE LINE WORK LEGEND.

GENERAL DEMOLITION NOTES

HATCH INDICATES APPROXIMATE AREA OF FULL

ROOF FINISH & STRUCTURE DEMOLITION TO

TOP OF (E) WALLS. COORDINATE EXTENT WITH

(N) WORK.

HATCH LEGEND

HATCH INDICATES APPROXIMATE AREA OF ROOF

FINISH, FLASHING, TRIM REMOVAL TO UNDER

UNDERLAYMENT. COORDINATE WITH (

STRUCTURAL UPGRADES. PREPARE FOR (N) ROOF

FINISH.

HATCH INDICATES APPROXIMATE AREA OF

MEMBRANE ROOFING. REMOVE MEMBRANE ,

INUSLATION, TRIM, FLASHING, AND

ACCESSORIES IN THEIR ENTIRITY TO

STRUCTURAL UNDERLAYMENT. PREPARE

FOR STRUCTURAL UPGRADES AND (n)

FINISH.

DEMOLISHED ELEMENTS

EXISTING ELEMENTS TO REMAIN

LINEWORK LEGEND

A R C H I T E C T U R E I N T E R I O R S H I S T O R I C www.aearchitects.com

2 2 2 N O R T H H I G G I N S M I S S O U L A, M T 5 9 8 0 2 P H. 4 0 6 . 7 2 1 . 5 6 4 3 F A X. 4 0 6 . 7 2 1 . 1 8 8 7

6 0 8 N O R T H 2 9 T H B I L L I N G S, M T 5 9 1 0 1 P H. 4 0 6 . 2 4 8 . 2 6 3 3 F A X. 4 0 6 . 2 4 8 . 2 4 2 7

4 2 8 E A S T M E N D E N H A L L B O Z E M A N, M T 5 9 7 1 5 P H. 4 0 6 . 4 5 3 . 7 3 1 0

PROJECT NO.

NPS PROJ NO.

REVISIONS

DRAWING NO.

PKG

NO.

PKG1

PKG2

PKG3

SHEET

OF

DESIGNED:

CADD:

TECH REVIEW:

DATE

TITLE OF SHEETDRAWING NO.

0 1 2 3 4 5 6 7 8 9 10 inches

189105

/1

/2

:0

:1

A M

15021.00 6.10.2016

ROOF DEMOLITION PLAN

MAMMOTH HOTEL SEISMIC

STABILIZATION & REHABILITATION

- PHASE I

YELLOWSTONE NATIONAL PARK, WYOMING

DJ

MM

DJ

6.10.2016

AD2.7

CO

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O N

D O

CU

M

E N

TS

: 1/8" = 1'-0"AD2.7AD2.7

11 DEMO ROOF PLAN NORTH

A

3 4 5

5 2

PHASE II

PHASE I

PHASE II

PHASE I

MAMMOTH HOT

SPRINGS HOTEL

| PHASE 2 |

2 2

1. CONTRACTOR SHALL COORDINATE DEMOLITION WITH FIELD

CONDITIONS AND EXTENTS OF NEW WORK SHOWN IN THESE

DOCUMENTS. NOTIFY CONTRACTING OFFICER IMMEDIATELY OF ANY

QUESTIONABLE CONDITIONS.

2. CONTRACTOR SHALL CONDUCT ALL NECESSARY EXPLORATORY

ACTIVITIES TO LOCATE AND PROTECT EXISTING SYSTEMS AND/OR

STRUCTURES TO REMAIN PRIOR TO THE START OF DEMOLITIONS

WORK.

3. COORDINATE MISCELLANEOUS DEMOLITION / REMOVAL OF

FINISHES TO REMAIN TO ACCOMMODATE NEW SYSTEMS

INSTALLATION. PATCH AND REPAIR FINISH TO MATCH IN-KIND TO

EXISTING FOLLOWING INTEGRATION.

4. CONTRACTOR TO PROTECT EXISTING BUILDING AND ELEMENTS

DURING CONSTRUCTION

5. CONTRACTOR SHALL MAINTAIN A WEATHER TIGHT ENVIRONMENT

DURING ROOF REMOVAL AND REPLACEMENT, TYPICAL. ANY

ELEMENTS DAMAGED OR DISTURBED BY DEMOLITION / NEW WORK

SHALL BE REPLACED IN THEIR ENTIRETY TO MATCH IN-KIND TO

EXISTING AT CONTRACTOR'S EXPENSE. UPON COMPLETION, NEW

AND EXISTING WORK SHALL INTEGRATE SEAMLESSLY TO CREATE A

FINISHED ARCHITECTURAL APPEARANCE.

6. CONTRACTOR SHALL PROVIDE ANY NECESSARY SHORING TO

MAINTAIN BUILDING INTEGRITY THROUGHOUT CONSTRUCTION.

7. REMOVE WALLS SHOWN BY DASHED LINE IN THEIR ENTIRETY UNO.

SEE LINE WORK LEGEND.

GENERAL DEMOLITION NOTES

REMOVE (E) FOUNDATION WALL IN ITS ENTIRETY.

DEMOLITION KEYNOTES:

REMOVE PORTION OF FOUNDATION WALL & FOOTING IN

PREPARATION FOR NEW OPENING. FIELD COORDINATE EXTENT

OF DEMOLITION.

REMOVE PORTION OF FOUNDATION WALL IN PREPARATION FOR

(N) STRUCTURAL UPGRADES. SEE STRUCTURAL FOR

ADDITIONAL INFORMATION. FIELD COORDINATE EXTENT OF

DEMOLITION.

REMOVE ALL (E) MECHANICAL, ELECTRICAL, PLUMBING AND

FIRE PROTECTION UTILITIES SERVING PHASE I WORK AREA

IN THEIR ENTIRETY.

PROTECT (E) MECHANICAL, ELECTRICAL, PLUMBING AND

FIRE PROTECTION UTILITIES SERVING PHASE II AREA.

COORDINATE REROUTING OF (E) UTILITIES SERVING PHASE

II AREA AS NECESSARY TO ALLOW FUTURE REMODEL

WITHOUT AFFECTING (N) WORK TYP.

PROTECT (E) UTILITIES TO REMAIN & SERVING OTHER

BUILDINGS.

REMOVE (E) CEILING, STRUCTURE AND FLOORING FOR (N)

ELEVATOR. COORDINATE EXTENT WITH NEW CONSTRUCTION.8

DEMOLISHED ELEMENTS

EXISTING ELEMENTS TO REMAIN

LINEWORK LEGEND

A R C H I T E C T U R E I N T E R I O R S H I S T O R I C www.aearchitects.com

2 2 2 N O R T H H I G G I N S M I S S O U L A, M T 5 9 8 0 2 P H. 4 0 6 . 7 2 1 . 5 6 4 3 F A X. 4 0 6 . 7 2 1 . 1 8 8 7

6 0 8 N O R T H 2 9 T H B I L L I N G S, M T 5 9 1 0 1 P H. 4 0 6 . 2 4 8 . 2 6 3 3 F A X. 4 0 6 . 2 4 8 . 2 4 2 7

4 2 8 E A S T M E N D E N H A L L B O Z E M A N, M T 5 9 7 1 5 P H. 4 0 6 . 4 5 3 . 7 3 1 0

PROJECT NO.

NPS PROJ NO.

REVISIONS

DRAWING NO.

PKG

NO.

PKG1

PKG2

PKG3

SHEET

OF

DESIGNED:

CADD:

TECH REVIEW:

DATE

TITLE OF SHEETDRAWING NO.

0 1 2 3 4 5 6 7 8 9 10 inches

189105

/1

/2

:0

:1

A M

15021.00 6.10.2016

BASEMENT DEMOLITION RCP

MAMMOTH HOTEL SEISMIC

STABILIZATION & REHABILITATION

- PHASE I

YELLOWSTONE NATIONAL PARK, WYOMING

Checker

MM

DJ

6.10.2016

AD7.0

CO

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D O

CU

M

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TS

: 1/8" = 1'-0"AD7.0AD7.0

11 DEMO BASEMENT FLOOR RCP NORTH

B

A

3 4 5

C

E

F

8 8

7 8

3 3 3 3 3 3

333333

PHASE II

PHASE I

PHASE II

PHASE I

MAMMOTH HOT

SPRINGS HOTEL

| PHASE 2 |

3 3

14 14

15 1515

15 15 15 15

15 15

BELOW STAIR

1. CONTRACTOR SHALL COORDINATE DEMOLITION WITH FIELD

CONDITIONS AND EXTENTS OF NEW WORK SHOWN IN THESE

DOCUMENTS. NOTIFY CONTRACTING OFFICER IMMEDIATELY OF ANY

QUESTIONABLE CONDITIONS.

2. CONTRACTOR SHALL CONDUCT ALL NECESSARY EXPLORATORY

ACTIVITIES TO LOCATE AND PROTECT EXISTING SYSTEMS AND/OR

STRUCTURES TO REMAIN PRIOR TO THE START OF DEMOLITIONS

WORK.

3. COORDINATE MISCELLANEOUS DEMOLITION / REMOVAL OF

FINISHES TO REMAIN TO ACCOMMODATE NEW SYSTEMS

INSTALLATION. PATCH AND REPAIR FINISH TO MATCH IN-KIND TO

EXISTING FOLLOWING INTEGRATION.

4. CONTRACTOR TO PROTECT EXISTING BUILDING AND ELEMENTS

DURING CONSTRUCTION

5. CONTRACTOR SHALL MAINTAIN A WEATHER TIGHT ENVIRONMENT

DURING ROOF REMOVAL AND REPLACEMENT, TYPICAL. ANY

ELEMENTS DAMAGED OR DISTURBED BY DEMOLITION / NEW WORK

SHALL BE REPLACED IN THEIR ENTIRETY TO MATCH IN-KIND TO

EXISTING AT CONTRACTOR'S EXPENSE. UPON COMPLETION, NEW

AND EXISTING WORK SHALL INTEGRATE SEAMLESSLY TO CREATE A

FINISHED ARCHITECTURAL APPEARANCE.

6. CONTRACTOR SHALL PROVIDE ANY NECESSARY SHORING TO

MAINTAIN BUILDING INTEGRITY THROUGHOUT CONSTRUCTION.

7. REMOVE WALLS SHOWN BY DASHED LINE IN THEIR ENTIRETY UNO.

SEE LINE WORK LEGEND.

GENERAL DEMOLITION NOTES

DEMOLISHED ELEMENTS

EXISTING ELEMENTS TO REMAIN

LINEWORK LEGEND

PROTECT (E) CEILING FINISHES AND TRIM.

DEMOLITION KEYNOTES:

OPEN TO ABOVE

CAREFULLY REMOVE (E) FIRE SUPPRESSION AND DETECTION

DEVICES, PIPING, BOXES AND MISC. COMPONENTS. REPAIR

PENETRATIONS TO MATCH IN-KIND HISTORIC FINISHES.

REMOVE, SALVAGE AND RESTORE HISTORIC LIGHT FIXTURES.

PREPARE FOR RE-INSTALLATION. COORDINATE LOCATIONS

WITH NEW LAYOUT. SEE ELECTRICAL.

REMOVE (E) HISTORIC MAP LIGHTING. PATCH & REPAIR CEILING

FINISH TO MATCH "IN-KIND" HISTORIC FINISHES.

REMOVE (E) LIGHTING DEVICES, BOXES AND EXPOSED

CONDUIT AND ACCESSORIES IN THEIR ENTIRETY. REPAIR AND

PREPARE AREA FOR (N) WORK.

REMOVE (E) CEILING FINISH TO SOUND STRUCTURE.

COORDINATE EXTENT WITH (N) WORK.

REMOVE (E) STAIR, CEILING, LIGHT FIXTURES, FIRE

SUPPRESSION AND ALL OTHER COMPONENTS IN THEIR

ENTIRETY.

REMOVE (E) VESTIBULE ENTRY IN ITS ENTIRITY.

SALVAGE (E) LIGHT FIXTURE AND FAN AT REGISTRATION.

PREPARE FOR RE-INSTALLATION.

REMOVE (E) BEADBOARD FINISH AND TRIM IN THEIR ENTIRETY.

REMOVE (E) LIGHTING, FIRE SUPPRESSION, FIRE DETECTION

AND MISC ACCESSORIES AND COMPONENTS IN THEIR

ENTIRETY.

REMOVE (E) CEILING, STRUCTURE AND FLOORING FOR (N)

ELEVATOR. COORDINATE EXTENT WITH NEW CONSTRUCTION.

REMOVE (E) SOFFIT AND TRIM. SALVAGE TRIM.14

CAREFULLY REMOVE (E) COLUMN FINISH IN ITS ENTIRETY FOR

(N) STRUCTURAL WORK. PREPARE FOR (N) FINISH TO MATCH

(E) "IN-KIND".

REMOVE (E) LIGHTING AND EXPOSED UTILITIES AT PORTE-

COCHERE TYP. PREPEARE FOR (N) WORK AND CONCEALMENT.

17 REMOVE AND SALVAGE TO OWNER (E) WALL SCONCE.

A R C H I T E C T U R E I N T E R I O R S H I S T O R I C www.aearchitects.com

2 2 2 N O R T H H I G G I N S M I S S O U L A, M T 5 9 8 0 2 P H. 4 0 6 . 7 2 1 . 5 6 4 3 F A X. 4 0 6 . 7 2 1 . 1 8 8 7

6 0 8 N O R T H 2 9 T H B I L L I N G S, M T 5 9 1 0 1 P H. 4 0 6 . 2 4 8 . 2 6 3 3 F A X. 4 0 6 . 2 4 8 . 2 4 2 7

4 2 8 E A S T M E N D E N H A L L B O Z E M A N, M T 5 9 7 1 5 P H. 4 0 6 . 4 5 3 . 7 3 1 0

PROJECT NO.

NPS PROJ NO.

REVISIONS

DRAWING NO.

PKG

NO.

PKG1

PKG2

PKG3

SHEET

OF

DESIGNED:

CADD:

TECH REVIEW:

DATE

TITLE OF SHEETDRAWING NO.

0 1 2 3 4 5 6 7 8 9 10 inches

189105

/1

/2

:0

:1

A M

15021.00 6.10.2016

FIRST FLOOR DEMOLITION RCP

MAMMOTH HOTEL SEISMIC

STABILIZATION & REHABILITATION

- PHASE I

YELLOWSTONE NATIONAL PARK, WYOMING

Checker

MM

DJ

6.10.2016

AD7.1

CO

N

ST

R U

C

TI

O N

D O

CU

M

E N

TS

: 1/8" = 1'-0"AD7.1AD7.1

11 DEMO FIRST FLOOR RCP NORTH

B

A

3 4 5

C

MAMMOTH HOT

SPRINGS HOTEL

| PHASE 2 |

PHASE 2

PHASE 1

PHASE 2

PHASE 1

NOTE

THIS ROOM CONTAINS CRITICAL COMMUNICATION INFRASTRUCTURE.

CONTRACTOR SHALL PROTECT AND ENSURE CONTINIOUS OPERATION

THROUGHOUT CONSTRUCTION. COORDINATE SEQUENCING FOR

RELOCATION OF EQUIPMENT TO (N) ROOM 004 AT THE EARLIEST POSSIBLE

TIME.

1. CONTRACTOR SHALL COORDINATE DEMOLITION WITH FIELD

CONDITIONS AND EXTENTS OF NEW WORK SHOWN IN THESE

DOCUMENTS. NOTIFY CONTRACTING OFFICER IMMEDIATELY OF ANY

QUESTIONABLE CONDITIONS.

2. CONTRACTOR SHALL CONDUCT ALL NECESSARY EXPLORATORY

ACTIVITIES TO LOCATE AND PROTECT EXISTING SYSTEMS AND/OR

STRUCTURES TO REMAIN PRIOR TO THE START OF DEMOLITIONS

WORK.

3. COORDINATE MISCELLANEOUS DEMOLITION / REMOVAL OF

FINISHES TO REMAIN TO ACCOMMODATE NEW SYSTEMS

INSTALLATION. PATCH AND REPAIR FINISH TO MATCH IN-KIND TO

EXISTING FOLLOWING INTEGRATION.

4. CONTRACTOR TO PROTECT EXISTING BUILDING AND ELEMENTS

DURING CONSTRUCTION

5. CONTRACTOR SHALL MAINTAIN A WEATHER TIGHT ENVIRONMENT

DURING ROOF REMOVAL AND REPLACEMENT, TYPICAL. ANY

ELEMENTS DAMAGED OR DISTURBED BY DEMOLITION / NEW WORK

SHALL BE REPLACED IN THEIR ENTIRETY TO MATCH IN-KIND TO

EXISTING AT CONTRACTOR'S EXPENSE. UPON COMPLETION, NEW

AND EXISTING WORK SHALL INTEGRATE SEAMLESSLY TO CREATE A

FINISHED ARCHITECTURAL APPEARANCE.

6. CONTRACTOR SHALL PROVIDE ANY NECESSARY SHORING TO

MAINTAIN BUILDING INTEGRITY THROUGHOUT CONSTRUCTION.

7. REMOVE WALLS SHOWN BY DASHED LINE IN THEIR ENTIRETY UNO.

SEE LINE WORK LEGEND.

GENERAL DEMOLITION NOTES

DEMOLISHED ELEMENTS

EXISTING ELEMENTS TO REMAIN

LINEWORK LEGEND

REMOVE (E) CEILING, TRIM, ACCESSORIES AND STRUCTURE IN

ITS ENTIRETY. COORDINATE EXTENT WITH (N) WORK.

DEMOLITION KEYNOTES:

10 REMOVE (E) COLUMNS UPON ROOF REMOVAL IN THEIR

ENTIRETY. PREPARE FOR (N) WORK.

11 (E) ROOF STRUCTURE. SEE ROOF DEMOLITION PLAN FOR

ADDITIONAL INFORMATION.

REMOVE (E) LIGHTING, BOXES, CONDUIT, FIRE SUPPRESSION,

AND FIRE DETECTION IN ITS ENTIRETY.

FIELD COORDINATE REMOVAL OF (E) CEILING FINISH, TRIM, LIGHTING,

ETC. TO ACCOMMODATE (N) WORK. FIELD COORDINATE EXTENTS.

PROTECT (E) CEILING FINISHES AND TRIM TO GREATEST

EXTENT POSSIBLE. REPAIR ALL DAMAGED IN-KIND.

REMOVE (E) STAIR ENCLOSURE AND ALL UTILITIES IN THEIR

ENTIRETY.

PROTECT (E) CEILING FINISH AND UTILITIES. TYP.

REMOVE (E) ELECTRICAL, FIRE SUPPRESSION AND FIRE

DETECTION IN ITS ENTIRETY.

MODIFY (E) UTILITY SYSTEMS TO BE MAINTAINED AT PHASE II

WORK AREA AS NECESSARY.

REMOVE, SALVAGE AND RESTORE HISTORIC LIGHT FIXTURES.

PREPARE FOR RE-INSTALLATION.

12 REMOVE & SALVAGE (E) RADIATOR. PREPARE FOR RE-

INSTALLATION AT DIFFERENT LOCATION.

A R C H I T E C T U R E I N T E R I O R S H I S T O R I C www.aearchitects.com

2 2 2 N O R T H H I G G I N S M I S S O U L A, M T 5 9 8 0 2 P H. 4 0 6 . 7 2 1 . 5 6 4 3 F A X. 4 0 6 . 7 2 1 . 1 8 8 7

6 0 8 N O R T H 2 9 T H B I L L I N G S, M T 5 9 1 0 1 P H. 4 0 6 . 2 4 8 . 2 6 3 3 F A X. 4 0 6 . 2 4 8 . 2 4 2 7

4 2 8 E A S T M E N D E N H A L L B O Z E M A N, M T 5 9 7 1 5 P H. 4 0 6 . 4 5 3 . 7 3 1 0

PROJECT NO.

NPS PROJ NO.

REVISIONS

DRAWING NO.

PKG

NO.

PKG1

PKG2

PKG3

SHEET

OF

DESIGNED:

CADD:

TECH REVIEW:

DATE

TITLE OF SHEETDRAWING NO.

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189105

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15021.00 6.10.2016

SECOND FLOOR DEMOLITION RCP

MAMMOTH HOTEL SEISMIC

STABILIZATION & REHABILITATION

- PHASE I

YELLOWSTONE NATIONAL PARK, WYOMING

Checker

MM

DJ

6.10.2016

AD7.2

CO

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: 1/8" = 1'-0"AD7.2AD7.2

11 DEMO SECOND FLOOR RCP

NORTH

D

A

3 4 5

E

F

A4.2

A5.1

A5.1

A4.1

A5.1

A5.1

A5.1

A5.1

A5.3

A5.2

8' - 6" 9' - 6" 7' - 1"

ELECTRICAL

/ TEL

DATA

STAIR

S1

004.1 002.1

1.

3.

HALLWAY

HALLWAY

MECHANICAL

± 175' - 5"

26' - 0" 17' - 10" 28' - 3" 26' - 0" 32' - 0" 45' - 4"

5'

1"

8' - 2" 1' - 8"

3' - 10" 18' - 7" 5' - 10" 24' - 0"

3'

4"

1'

0" 6'

0"

4' - 3"

F2

F2

I1 I1

F2

I3

I3

F2

I1 F2

F2

F2

F2

F2

F2

F2

F2

F2

F2 F2

F2

3' - 0" 1' - 1"

F2

I3I3

B4.2

ELEV

ELEC.

001A2'

7"

ALIGN

F2

F2

3" 3'

0"

1 1

F1

F1 F1F1

8' - 10" 7' - 1"

001A.1

F1

3'

3"

4' - 2" 5' - 10" 11' - 8"

4'

ALIGN

ALIGN

1'

A8.1

A8.2

5'

5"

PHASE II

PHASE I

PHASE II

PHASE I

MAMMOTH HOT

SPRINGS HOTEL

| PHASE 2 |

A8.3

ELEVATOR

E1

F2

3' - 1"

7' - 11" VIF

8'

5" V

IF

F1F1

EXISTING ELEMENTS TO REMAIN

NEW ELEMENTS

LINE WORK LEGEND

(N) CONC. FOUNDATION WALL. SEE A9.5 FOR WALL TYPES.

KEYNOTES:

(N) CONC. ELEVATOR PIT. SEE A8.2

EXCAVATE AND INSTALL (N) STRUCTURAL UPGRADES AND UNDERPIN

AT (E) EXTERIOR WALL. SEE STRUCTURAL

EXCAVATE AND EXTEND (E) TUNNEL TO (N) MECHANICAL ROOM.

(E) UTILITY TUNNEL. FIELD COORDINATE EXACT LOCATION,

DIMENSIONS AND CONDITIONS. SEE STRUCTURAL FOR ADDITIONAL

INFORMATION.

DASHED LINE INDICATES (N) PATIO FOUNDATION WALL. SEE

STRUCTURAL FOR DEPTHS AND WALL TYPES.

(N) WIRE MESH ELECTRONICS ENCLOSURE. SEE A8.3

PROVIDE AND INSTALL (N) FLOOR HATCH (FROM ABOVE) AND

PERMANENT METAL WALL LADDER AT (E) BASEMENT

CRAWLSPACE ACCESS.

(N) MECHANICAL PAD AND EQUIPMENT. EXCAVATE (E) SOIL WHILE

NOT DISTURBING (E) STRUCTURAL MEMBERS TO PROVIDE

REQUIRED ACCESS. TYP.

FIELD VERIFY AND COORDINATE (N) CONSTRUCTION ADJACENT TO

(E) UTILITY TUNNEL. TAKE ALL CARE TO PROTECT (E) TUNNEL AND

UTILITIES IT CONTAINS.

(N) RECESSED FIRE EXTINGUISHING CABINET3

1. REFER TO ALL DRAWINGS FOR ADDITIONAL INFORMATION CONCERNING THE

WORK. NOTIFY CONTRACTING OFFICER IMMEDIATELY OF ANY VARIANCE OR

CONFLICT PRIOR TO COMMENCING WORK.

2. FIELD VERIFY ALL DIMENSIONS. DO NOT SCALE DRAWINGS. THE

CONTRACTOR SHALL NOTIFY THE CONTRACTING OFFICER IMMEDIATELY OF

ANY VARIANCE BETWEEN EXISTING CONDITIONS AND THE REQUIREMENTS OF

THE WORK PRIOR TO STARTING CONSTRUCTION.

3. NEW FINISHES AND MATERIALS ADJOINING EXISTING FINISHES AND

MATERIALS SHALL BE PROPERLY INTEGRATED TO ENSURE A UNIFORM

APPEARANCE AND SEAMLESS TRANSITION. NEW SURFACES SHALL ALIGN WITH

EXISTING ADJACENT SURFACES UNLESS NOTED OTHERWISE.

4. GENERAL CONTRACTOR SHALL COORDINATE ALL ASPECTS OF THE

RENOVATION INCLUDING DEMOLITION AND REPAIR OF ITEMS NOT

SPECIFICALLY INDICATED BUT NECESSARY TO COMPLETE THE WORK

OUTLINED.

5. CONTRACTOR TO PROVIDE FIRE BLOCKING AT ALL OPEN WALLS. NOT TO

EXCEED UNBOUND HEIGHT OF 10'-0". PATCH AND REPAIR ANY / ALL EXISTING

WALL SURFACES AS NECESSARY TO PROVIDE SUITABLE SUBSTRATE FOR NEW

FINISHES OR FINISHED APPEARANCE OF EXISTING ELEMENTS TO REMAIN.

6. CONTRACTOR SHALL REPAIR ALL DAMAGE AND CLEAN ALL SURFACES

IMPACTED BY CONSTRUCTION ACTIVITIES. REPAINT ENTIRE SURFACES AS

NECESSARY.

7. MATCH HISTORIC CONDITIONS 'IN-KIND' UNLESS NOTED OTHERWISE.

8. ALL DIMENSIONS ARE FROM FACE OF STRUCTURAL FRAMING/FOUNDATION

TO FACE OF STRUCTURAL FRAMING/FOUNDATION, UNLESS NOTED

OTHERWISE.

9. SEE A9.5 FOR WALL TYPES

GENERAL NOTES

A R C H I T E C T U R E I N T E R I O R S H I S T O R I C www.aearchitects.com

2 2 2 N O R T H H I G G I N S M I S S O U L A, M T 5 9 8 0 2 P H. 4 0 6 . 7 2 1 . 5 6 4 3 F A X. 4 0 6 . 7 2 1 . 1 8 8 7

6 0 8 N O R T H 2 9 T H B I L L I N G S, M T 5 9 1 0 1 P H. 4 0 6 . 2 4 8 . 2 6 3 3 F A X. 4 0 6 . 2 4 8 . 2 4 2 7

4 2 8 E A S T M E N D E N H A L L B O Z E M A N, M T 5 9 7 1 5 P H. 4 0 6 . 4 5 3 . 7 3 1 0

PROJECT NO.

NPS PROJ NO.

REVISIONS

DRAWING NO.

PKG

NO.

PKG1

PKG2

PKG3

SHEET

OF

DESIGNED:

CADD:

TECH REVIEW:

DATE

TITLE OF SHEETDRAWING NO.

0 1 2 3 4 5 6 7 8 9 10 inches

189105

/1

/2

:0

:1

A M

15021.00 6.10.2016

BASEMENT FLOOR PLAN

MAMMOTH HOTEL SEISMIC

STABILIZATION & REHABILITATION

- PHASE I

YELLOWSTONE NATIONAL PARK, WYOMING

MM

DJ

6.10.2016

A2.0

CO

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: 1/8" = 1'-0"A2.0A2.0

16 BASEMENT FLOOR PLAN NORTH

D

B

A

3 4 5

C

E

F

A6.113

A4.2

A4.2

A4.1

± 175' - 5"

26' - 0" 17' - 10" 28' - 3" 26' - 0" 32' - 0" 45' - 4"

3' - 0"

A3.1

A3.1

A8.2

SKI

SHOP /

STORAGE

GIFT

SHOP

MEN'S

RESTROOM

WOMEN'S

RESTROOM

REGISTRATION

171MAIL

ELEVATOR

E1

DELIVERY

LOBBY

MAP

ROOM

HALLWAY

A 160.1

A 160.2

A 162.2

B 163.4

B 163.2

B 163.1

B 170.1

C 172.1

C 172.1G

6.

165.1

2.

A5.1

A5.1

A4.1

0"

9'

6'

0"

6' - 2" 8' - 2" 8' - 2" 9' - 9" 8' - 2" 8' - 2" 10' - 1"

A 160.6

A 160.5

A 160.4

A6.2

A8.1

STAIR

S1

MANAGER'S

OFFICE

FRONT

OFFICE

VESTIBULE

VESTIBULE

16816

7.

S1 .1

3.

6' - 6"

1' - 8"

21' - 8" 16' - 4"

10' - 1" 11' - 9" 2' - 6"

7.

0.

7'

0"

A3.2

JAN.

174A

STOR.

173A

HALLWAY

A6.3

8 3

A3.1

A5.1

A5.1

A 163.9

A 163.10

A 162.1

A 163.8

A 163.7

A 163.6

A 163.5

B 163.3

7'

2"

10" 6' - 0" 7' - 6" 3' - 3" 6' - 6"

9' - 0"

A5.1

A5.1

A5.3

A5.2

1' - 8"8' - 1"

8.

8.

BAR

161A

E2

E2

I2

10' - 10"

I1

E2

E2

I2 I1

I1

I1

E2

I1

E2

E2

E2

2 2

2 11 1

2 2 STOR.

163.1

I4

I4

A 160.3

A 160.7

6" 6' - 4"

0.

1 160.2

4.

PHASE II

PHASE I

PHASE II

PHASE I

2.

UP

UP

UP

1A

.1

173.1

171.1

5.

161.316 1.

UP

17 17 17

JAN.

167A

4'

0"

MAMMOTH HOT

SPRINGS HOTEL

| PHASE 2 |

7A

.1

18 18 18 18

18 18 18

6' - 6"

5.

164.2

A3.2

A3.2

A3.2

169.1

4'

5"

5'

5"

(E) RAMP

(E) STAIR

UP

DN

A9.7

E Q

E Q

DN

DN

A9.7

A9.7

A9.7

A3.1

4' - 5" 9' - 0" 3' - 8"

(E) CONC. PATIO

M

IN

5' C

LE

A

R

A9.7

A9.7

A6.9

DN

A9.7

A9.7

171.2

0.

0.

A9.6

A9.6

A9.6

6 SIM

A9.6

6 TYP

3A

.1

4A

.1

161.1

10 10

10 TYP.

A4.1

A4.1

A4.1

E 161.10

E 161.9

E 161.8

E 161.7

E 161.6

E 161.5

E 161.4

E 161.3

E 161.2E

161.1

INFILL (E) WINDOW/DOOR WAY. ALIGN WITH (N)

FINISHES WITH (E) FINISHES AND MATCH "IN-KIND"

PLASTER WALL SURFACE, WOOD WAINSCOT AND

TRIM.

KEY NOTES

FIELD COORDINATE REINSTALLATION OF RESTORED

MAP & GUARDRAIL. CLEAN, REPAIR AND REFINISH (E)

WALL PANELING AT LOCATION OF FUTURE MAP

ARTIFACT RE-INSTALLATION BY OWNER.

(N) ASPHALT PAVING. SEE CIVIL FOR ADDITIONAL

INFORMATION.

RESTORE AND REINSTALL (E) METAL / WOOD RAILING.22

SHIM (E) WALL TO ACHIEVE LEVEL, PLUMB & TRUE

FINISH.

INSTALL RESTORED HISTORIC DRINKING FOUNTAIN.

LOCATION OF (N) WATER BOTTLE FILLING STATION.

SEE INTERIOR ELEVATIONS

LOCATION OF (N) RECYCLING STATION. SEE A6.9

INSTALL SALVAGED, RESTORED & REFINISHED NON

FUNCTIONAL HISTORIC RADIATOR OVER (N)

MECHANICAL FLOOR GRILL AS SELECTED FROM

SALVAGED RADIATORS BY CONTRACTING OFFICER.

APPROXIMATE LOCATION OF (E) UTILITY TUNNEL.

FIELD COORDINATE EXACT LOCATION AND

CONDITIONS THAT MAY AFFECT THE WORK. TYP.

PROVIDE (N) PLASTER WALL FINISH OVER (N) GYP.

BOARD TO MATCH "IN-KIND" HISTORIC FINISH. ENTIRE

WALL.

(N) CUSTOM INSULATED WOOD WALL WINDOW UNITS.

BASE DETAILS AND PROFILES ON EXISTING MAP

ROOM SEE SCHEDULE AND DETAILS FOR ADDITIONAL

INFORMATION.

(N) BELLHOP CASEWORK. N.I.C.

(N) BENCH SEATING. N.I.C.

(N) ELEVATED CONCRETE PATIO

(N) RECESSED SNOW/ DIRT GRATING. SEE A9.10

(N)CONCRETE WALKWAY AND CURB. SEE CIVIL FOR

ADDITIONAL INFORMATION.

REPAIR AND REFINISH (E) WOOD PILASTER TRIMS.

(N) PORTE COCHERE COLUMN FINISH TO MATCH (E)

HISTORIC IN-KIND. TYP.

REPLICATE "IN-KIND" (E) WOOD PILASTER TRIMS AT

AREA OF (N) MOMENT FRAME INSTALLATION.

COORDINATE EXTENTS WITH REQUIREMENTS OF

MOMENT FRAME INSTALLATION.

INFILL FLOOR FRAMING FALLOWING STAIR REMOVAL.

INSTALL (N) 36" SQUARE FLOOR HATCH AND

PERMANENT METAL WALL LADDER TO CRAWLSPACE.

(N) EYE WASH STATION

(N) CONC. DOWNSPOUT SPLASH BLOCK. FIELD

COORDINATE EXACT LOCATION.

1. REFER TO ALL DRAWINGS FOR ADDITIONAL INFORMATION CONCERNING THE

WORK. NOTIFY CONTRACTING OFFICER IMMEDIATELY OF ANY VARIANCE OR

CONFLICT PRIOR TO COMMENCING WORK.

2. FIELD VERIFY ALL DIMENSIONS. DO NOT SCALE DRAWINGS. THE

CONTRACTOR SHALL NOTIFY THE CONTRACTING OFFICER IMMEDIATELY OF

ANY VARIANCE BETWEEN EXISTING CONDITIONS AND THE REQUIREMENTS OF

THE WORK PRIOR TO STARTING CONSTRUCTION.

3. NEW FINISHES AND MATERIALS ADJOINING EXISTING FINISHES AND

MATERIALS SHALL BE PROPERLY INTEGRATED TO ENSURE A UNIFORM

APPEARANCE AND SEAMLESS TRANSITION. NEW SURFACES SHALL ALIGN WITH

EXISTING ADJACENT SURFACES UNLESS NOTED OTHERWISE.

4. GENERAL CONTRACTOR SHALL COORDINATE ALL ASPECTS OF THE

RENOVATION INCLUDING DEMOLITION AND REPAIR OF ITEMS NOT

SPECIFICALLY INDICATED BUT NECESSARY TO COMPLETE THE WORK

OUTLINED.

5. CONTRACTOR TO PROVIDE FIRE BLOCKING AT ALL OPEN WALLS. NOT TO

EXCEED UNBOUND HEIGHT OF 10'-0". PATCH AND REPAIR ANY / ALL EXISTING

WALL SURFACES AS NECESSARY TO PROVIDE SUITABLE SUBSTRATE FOR NEW

FINISHES OR FINISHED APPEARANCE OF EXISTING ELEMENTS TO REMAIN.

6. CONTRACTOR SHALL REPAIR ALL DAMAGE AND CLEAN ALL SURFACES

IMPACTED BY CONSTRUCTION ACTIVITIES. REPAINT ENTIRE SURFACES AS

NECESSARY.

7. MATCH HISTORIC CONDITIONS 'IN-KIND' UNLESS NOTED OTHERWISE.

8. ALL DIMENSIONS ARE FROM FACE OF STRUCTURAL FRAMING/FOUNDATION

TO FACE OF STRUCTURAL FRAMING/FOUNDATION, UNLESS NOTED

OTHERWISE.

9. SEE A9.5 FOR WALL TYPES

GENERAL NOTES

EXISTING ELEMENTS TO REMAIN

NEW ELEMENTS

LINE WORK LEGEND

A R C H I T E C T U R E I N T E R I O R S H I S T O R I C www.aearchitects.com

2 2 2 N O R T H H I G G I N S M I S S O U L A, M T 5 9 8 0 2 P H. 4 0 6 . 7 2 1 . 5 6 4 3 F A X. 4 0 6 . 7 2 1 . 1 8 8 7

6 0 8 N O R T H 2 9 T H B I L L I N G S, M T 5 9 1 0 1 P H. 4 0 6 . 2 4 8 . 2 6 3 3 F A X. 4 0 6 . 2 4 8 . 2 4 2 7

4 2 8 E A S T M E N D E N H A L L B O Z E M A N, M T 5 9 7 1 5 P H. 4 0 6 . 4 5 3 . 7 3 1 0

PROJECT NO.

NPS PROJ NO.

REVISIONS

DRAWING NO.

PKG

NO.

PKG1

PKG2

PKG3

SHEET

OF

DESIGNED:

CADD:

TECH REVIEW:

DATE

TITLE OF SHEETDRAWING NO.

0 1 2 3 4 5 6 7 8 9 10 inches

189105

/1

/2

:0

:1

A M

15021.00 6.10.2016

FIRST FLOOR PLAN

MAMMOTH HOTEL SEISMIC

STABILIZATION & REHABILITATION

- PHASE I

YELLOWSTONE NATIONAL PARK, WYOMING

DJ

MM

DJ

6.10.2016

A2.1

CO

N

ST

R U

C

TI

O N

D O

CU

M

E N

TS

NORTH

: 1/8" = 1'-0"A2.1A2.1

11 FIRST FLOOR PLAN

TT

T

T

T

T

UP

6 72

D

B

A

HALLWAY

STAIR

S1

4 5

C

CONFERENCE

ROOM

CONFERENCE

ROOM

TABLE

STORAGE

PANTRY

STOR.

BOARD

ROOM

WOMEN'S

RESTROOM

MEN'S

RESTROOM

HALLWAY

A4.2

A4.2

A4.1

" V

IF

175' - 5" VIF

26' - 0" 17' - 10" 28' - 3" 26' - 0" 32' - 0" 45' - 4"

4' - 10" 3' - 3" 6' - 6" 3' - 3" 13' - 5" 3' - 3" 7' - 9" 3' - 3" 8' - 6" 3' - 3" 8' - 0" 3' - 3" 7' - 9" 3' - 3" 7' - 2" 3' - 3" 7' - 9" 3' - 3" 7' - 9" 3' - 3"

3'

3" 5'

7"

3'

3" 6'

0"

C 266.2G

C 266.2

C 266.1G

C 266.1

C 266.3

C 266.3G

C 266.4

C 266.4G

B 268.1

C 261.1

C 261.1G

C S1.1

C 271.1

C 271.1G

C 271.2

C 271.2G

269.1

1.

A3.1

5'

0"

0"

13' - 0" 3' - 3"

5'

6" 3'

3"

4.

5.

4.

5.

6.

7.

8.

263.2

19' - 10" 3' - 3"

A5.1

A5.1

A4.1

A8.1

2' - 5"

A6.4

36A6.5

14' - 6" 5' - 5" 4' - 1" 7' - 0" 5' - 5" 6' - 4"

10"

3' - 8" 21' - 6" 3' - 0"

263.1 7'

6"

7'

6"

0'

R200' R

1'

6" 9'

7"

1.

1.

A5.1

A5.1

3' - 2"

2' - 4" 9' - 2" 6' - 10"

7'

2"

A6.416

B 267.1

C 265.3G

C 265.3

C 265.2G

C 265.2

C 265.1G

C 265.1

C 264.4G

C 264.4

C 264.3G

C 264.3

C 264.2G

C 264.2

C 264.1G

C 264.1

C 263.1G

C 263.1

5' - 6" 3' - 3" 7' - 6" 3' - 3"

C 261.2

C 261.2G

C 261.3

C 261.3G

A5.1

A5.1

EXISTING ATTIC WITH

STRUCTURAL UPGRADE. SEE

STRUCTURAL AND ROOF

PLAN FOR ADDITIONAL

INFORMATION.

A6.5

A5.3

A5.2

C S1.1G

E2

E2

E2

E2

0.

JAN.

1.

5A

.1

4A

.1

6' - 8" 6' - 8"

I1 I1

I1

I1

I2I2

I1

I2I2

I1

I1

I2I2

I1

I1

I1

I1

I1

I1

6' - 8"

10 10

PHASE 2

PHASE 1

PHASE 2

PHASE 1

D 260.1

D 260.2

D 260.3

A6.4

A6.5

6' - 4"

MAMMOTH HOT

SPRINGS HOTEL

| PHASE 2 |

263A.1 2' - 5"

5' - 0" 8' - 2" 7' - 1" 9' - 4" 1' - 10"

S1

.2 DN

1' - 9"

A9.7

6' - 4"

2' - 4"

A8.2

A3.1

DN

DN

1' - 7"

HALLWAY

(E)

ATTIC

263A

CL

264A

CL

265A

C 260.4

C 260.4G

2"

1' - 0"

17 TYP. WALL ALL

CORNERS

13 1315

A4.1

A4.1

A4.1

TYP.

1. REFER TO ALL DRAWINGS FOR ADDITIONAL INFORMATION CONCERNING THE

WORK. NOTIFY CONTRACTING OFFICER IMMEDIATELY OF ANY VARIANCE OR

CONFLICT PRIOR TO COMMENCING WORK.

2. FIELD VERIFY ALL DIMENSIONS. DO NOT SCALE DRAWINGS. THE

CONTRACTOR SHALL NOTIFY THE CONTRACTING OFFICER IMMEDIATELY OF

ANY VARIANCE BETWEEN EXISTING CONDITIONS AND THE REQUIREMENTS OF

THE WORK PRIOR TO STARTING CONSTRUCTION.

3. NEW FINISHES AND MATERIALS ADJOINING EXISTING FINISHES AND

MATERIALS SHALL BE PROPERLY INTEGRATED TO ENSURE A UNIFORM

APPEARANCE AND SEAMLESS TRANSITION. NEW SURFACES SHALL ALIGN WITH

EXISTING ADJACENT SURFACES UNLESS NOTED OTHERWISE.

4. GENERAL CONTRACTOR SHALL COORDINATE ALL ASPECTS OF THE

RENOVATION INCLUDING DEMOLITION AND REPAIR OF ITEMS NOT

SPECIFICALLY INDICATED BUT NECESSARY TO COMPLETE THE WORK

OUTLINED.

5. CONTRACTOR TO PROVIDE FIRE BLOCKING AT ALL OPEN WALLS. NOT TO

EXCEED UNBOUND HEIGHT OF 10'-0". PATCH AND REPAIR ANY / ALL EXISTING

WALL SURFACES AS NECESSARY TO PROVIDE SUITABLE SUBSTRATE FOR NEW

FINISHES OR FINISHED APPEARANCE OF EXISTING ELEMENTS TO REMAIN.

6. CONTRACTOR SHALL REPAIR ALL DAMAGE AND CLEAN ALL SURFACES

IMPACTED BY CONSTRUCTION ACTIVITIES. REPAINT ENTIRE SURFACES AS

NECESSARY.

7. MATCH HISTORIC CONDITIONS 'IN-KIND' UNLESS NOTED OTHERWISE.

8. ALL DIMENSIONS ARE FROM FACE OF STRUCTURAL FRAMING/FOUNDATION

TO FACE OF STRUCTURAL FRAMING/FOUNDATION, UNLESS NOTED

OTHERWISE.

9. SEE A9.5 FOR WALL TYPES

GENERAL NOTES

EXISTING ELEMENTS TO REMAIN

NEW ELEMENTS

LINE WORK LEGEND

KEY NOTES

SHIM (E) WALL FRAMING TO ACHIEVE SMOOTH, FLAT

FINISH .

INSTALL (N) WATER FOUNTAIN AND BOTTLE FILLING

STATION. SEE INTERIOR ELEVATIONS

OPEN TO BELOW

(N) OPERABLE WALL PANEL SYSTEM. CONTRACTOR

SHALL COORDINATE AND INSTALL STRUCTURAL

SUPPORT FOR (N) OPERABLE WALL SYSTEM TO BE

INSTALLED AT A FUTURE DATE. WALL PANELS AND

RUNNING TRACK NOT IN CONTRACT. ENSURE

STRUCTURAL SUPPORT, BEAM AND FLOOR FINISH

ARE PLUMB, LEVEL AND TRUE TO A TOLERANCE OF +/-

1/8" OVER LENGTH OF FUTURE WALL.

(N) CUSTOM METAL HANDRAIL

(N) STAIR. REPAIR AND RESTORE (E) WOOD

GUARDRAIL, WALL AND TRIM TO MATCH IN-KIND

HISTORIC. PROVIDE (N) HANDRAIL. SEE A8.3

ROOF BELOW. SEE ROOF PLAN FOR ADDITIONAL

INFORMATION.

(N) MAP ROOM ATTIC ACCESS.

(N) CUSTOM WOOD CASE WORK & COUNTERTOP-N.I.C.

CONTRACTOR SHALL PROVIDE ALL IN WALL

BLOCKING REQUIRED FOR FUTURE CASEWORK

INSTALLATION BY OTHERS. COORDINATE

ELECTRICAL/DATA INSTALLATION TO ACCOMMODATE

INDICATED CONDITIONS. PHOTO DOCUMENT

BLOCKING AND PROFICE MEASURED AS BUILT

INFORMATION.

INFILL (E) WINDOW/DOOR WAY. ALIGN WITH (N)

FINISHES WITH (E) FINISHES AND MATCH "IN-KIND"

PLASTER WALL SURFACE, WOOD WAINSCOT AND

TRIM.

LOCATION OF (N) RECYCLING STATION. SEE A6.9

NEW ADA COMPLIANT HANDRAIL. SEE A8.3 FOR

ADDITIONAL INFORMATION.

REMOVE (E) WIRE GLASS, RESTORE SASH AND FRAME.

INSTALL (N) 1 HOUR FIRE RATED INSULATED GLAZING

UNITS. RE-INSTALL AND PROVIDE (N) FLASHING AND

WOOD TRIMS TO MATCH "IN-KIND" HISTORIC.

REMOVE ALL SURFACE MOUNTED UTILITIES AND FIRE

COMPONENTS. PATCH AND REPAIR WALLS, CEILINGS.

CLEAN, RESTORE AND REFINISH TRIMS. TYP

THROUGHOUT AREA. MATCH "IN-KIND" HISTORIC

FINISHES.

REMOVE (E) CARPET RUNNER. CLEAN RESTORE AND

RE-FINISH WOOD TREADS, WALL PANELING AND

TRIMS.

COORDINATE FRAMING AND FINISH AT LOWER

WINDOW SASH.

PROVIDE AND INSTALL BRONZE CORNER GUARDS

RAILS. SEE A9.10 FOR ADDITIONAL INFORMATION.17

CONTRACTOR SHALL COORDINATE AND INSTALL ALL

PLUMBING, ELECTRICAL AND BLOCKING REQUIRED

FOR FUTURE KITCHEN EQUIPMENT INDICATED TO

POINT OF FINAL EQUIPMENT CONNECTION. PHOTO

DOCUMENT AND PROVIDE MEASURED AS BUILT

INFORMATION AND FINISH SPACE.

A R C H I T E C T U R E I N T E R I O R S H I S T O R I C www.aearchitects.com

2 2 2 N O R T H H I G G I N S M I S S O U L A, M T 5 9 8 0 2 P H. 4 0 6 . 7 2 1 . 5 6 4 3 F A X. 4 0 6 . 7 2 1 . 1 8 8 7

6 0 8 N O R T H 2 9 T H B I L L I N G S, M T 5 9 1 0 1 P H. 4 0 6 . 2 4 8 . 2 6 3 3 F A X. 4 0 6 . 2 4 8 . 2 4 2 7

4 2 8 E A S T M E N D E N H A L L B O Z E M A N, M T 5 9 7 1 5 P H. 4 0 6 . 4 5 3 . 7 3 1 0

PROJECT NO.

NPS PROJ NO.

REVISIONS

DRAWING NO.

PKG

NO.

PKG1

PKG2

PKG3

SHEET

OF

DESIGNED:

CADD:

TECH REVIEW:

DATE

TITLE OF SHEETDRAWING NO.

0 1 2 3 4 5 6 7 8 9 10 inches

189105

/1

/2

:0

:2

A M

15021.00 6.10.2016

SECOND FLOOR PLAN

MAMMOTH HOTEL SEISMIC

STABILIZATION & REHABILITATION

- PHASE I

YELLOWSTONE NATIONAL PARK, WYOMING

DJ

MM

DJ

6.10.2016

A2.2

CO

N

ST

R U

C

TI

O N

D O

CU

M

E N

TS

: 1/8" = 1'-0"A2.2A2.2

11 SECOND FLOOR PLAN NORTH

B

A

3 4 5

C

E

F

A4.2

A4.2

A4.1

A5.1

A5.1

A5.1

A5.1

A5.1

A5.1

A5.3

A5.2

8" / 12" SLOPE

8"

" S

LO

P

E

8"

" S

LO

P

E

8"

" S

LO

P

E

8" / 12" SLOPE8" / 12" SLOPE

8" / 12" SLOPE

8" / 12" 8" / 12"

8"

8" / 12"8" / 12"

8"

8" / 12" SLOPE / TYP.

7 7

5'

1"

26' - 0" 17' - 10" 28' - 3" 26' - 0" 32' - 0" 45' - 4"

175' - 5"

A4.1

A9.8

1 TYP

A9.8

1 TYP

A9.8

1 TYP

A9.8

1 TYP

A9.8

1 TYP

A9.8

A9.8

A9.8

2 TYP

A9.8

2 TYP

A9.8

2 TYP

A9.8

16 TYP

1/ 4"

" S

LO

P E

1/2" / 12" SLOPE

RA1

RA3

RA3 RA3

RA2 RA1

RA3

8 8 8 8

8 8 8 8

8 8

1/ 4"

1/4" / 12" 1/4" / 12"

1/4" / 12"

8 8

4' - 4"

8'

8" 12' - 4"

4' - 4" 8' - 0" 6'

6"

2'

2"

13' - 0"

4'

0"

PHASE 2

PHASE 1

PHASE 2

PHASE 1

MAMMOTH HOT

SPRINGS HOTEL

| PHASE 2 |

RA1

RA1

RA1

RA1

RA2

RA2

13' - 3" 6' - 10"

A9.9

6 TYP

A9.9

6 TYP

A9.9

6 TYP

A9.9

6 TYP

A9.8

A9.8

A9.8

16 TYP

A9.8

17 TYP

1/2" / 12"

A9.9

11 TYP

A9.9

11 TYP

1/2" / 12"

1/4" / 12" : VALLEY

1/4

VAL

LE

Y

A9.9

11 TYP

1/4" / 12" 1/ 4"

/ 1 2"

A9.8

NOTE: SEE 14/A9.7 FOR ROOF TYPES

1/4" / 1 2"

A9.9

6 TYPSIM.

A9.9

A9.9

A9.9

12 TYP

9' - 6" 81' - 6"

9"

A9.9

17 TYP

A9.9

17 TYP

A9.9

13 TYP

A9.9

13 TYP

A9.9

13 TYP

A9.9

13 TYP

A9.9

6 TYP

A9.8

A9.8

11 SIM

A9.9

1/2" / 12"

" V

IF

13' - 5" VIF

1/ 4"

1/

4"

3' - 0"

TY

P.

6'

0"

6' - 0"

6'

0"

3' - 0"

3' - 0"

10 10

(N) MEMBRANE ROOF ASSEMBLY, FLASHING AND

ACCESSORIES.

KEY NOTES

(N) ROOF SCUPPER AND DOWNSPOUT. SEE A9.7

(N) LIGHTNING PROTECTION SYSTEM. DESIGN

AND PROVIDE ANTENNA AND SYSTEM

COMPONENTS REQUIRED. SEE ELECTRICAL.

ROUT ALL CONDUIT AND DOWN LEADS

CONCEALED WITHIN ATTIC AND STRUCTURE TO

CRAWLSPACE. FIELD VERIFY AND INSTALL

GROUNDING IN CRAWLSPACE WHERE POSSIBLE.

LIGHTER HATCH INDICATES APPROXIMATE AREA

OF (N) ICE AND WATER MEMBRANE. INSTALL PMF

RECOMMENDATIONS. AT FIELD AREAS OF

CEDAR SHINGLE ROOFING PROVIDE ASPHALT

FELT UNDERLAYMENT PER CSSB

RECOMMENDATION.

(N) CEDAR ROOF FINISH, SHEATHING AND

STRUCTURE.

(N) CEDAR ROOF FINISH AND STRUCTURAL

SHEATHING.

PIPE PENETRATION. SEE MECHANICAL

(N ) MECHANICAL GRAVITY VENTILATION AND CURB.

FIELD COORDINATE LOCATION TO ENSURE UNIT DOES

NOT RISE HIGHER THAN RIDGE. LOCATE TO LIMIT

VIEW FROM ROADWAY TO GREATEST EXTENT

POSSIBLE. CUSTOM FINISH CURB AND VENTILATION

COLOR AS SELECTED BY CONTRACTING OFFICER.

INSTALL (N FIREPLACE FLUE AND EXHAUST FAN.

COORDINATE EXACT LOCATION TO LIMIT VISUAL

IMPACT TO EXTERIOR FROM ROADWAY. ROUT ALL

ELECTRICAL AND FLUE CONCEALED.

PROVIDE CONT. OPEN COPPER "W" VALLEY FLASHING.

PROVIDE CUSTOM SEAMLESS COPPER CRICKET

AND MECHANICAL EQUIPMENT. FIELD COORDINATE

SIZE.

11 EXISTING ELEMENTS TO REMAIN

NEW ELEMENTS

LINE WORK LEGEND

1. REFER TO ALL DRAWINGS FOR ADDITIONAL INFORMATION CONCERNING THE

WORK. NOTIFY CONTRACTING OFFICER IMMEDIATELY OF ANY VARIANCE OR

CONFLICT PRIOR TO COMMENCING WORK.

2. FIELD VERIFY ALL DIMENSIONS. DO NOT SCALE DRAWINGS. THE

CONTRACTOR SHALL NOTIFY THE CONTRACTING OFFICER IMMEDIATELY OF

ANY VARIANCE BETWEEN EXISTING CONDITIONS AND THE REQUIREMENTS OF

THE WORK PRIOR TO STARTING CONSTRUCTION.

3. NEW FINISHES AND MATERIALS ADJOINING EXISTING FINISHES AND

MATERIALS SHALL BE PROPERLY INTEGRATED TO ENSURE A UNIFORM

APPEARANCE AND SEAMLESS TRANSITION. NEW SURFACES SHALL ALIGN WITH

EXISTING ADJACENT SURFACES UNLESS NOTED OTHERWISE.

4. GENERAL CONTRACTOR SHALL COORDINATE ALL ASPECTS OF THE

RENOVATION INCLUDING DEMOLITION AND REPAIR OF ITEMS NOT

SPECIFICALLY INDICATED BUT NECESSARY TO COMPLETE THE WORK

OUTLINED.

5. CONTRACTOR TO PROVIDE FIRE BLOCKING AT ALL OPEN WALLS. NOT TO

EXCEED UNBOUND HEIGHT OF 10'-0". PATCH AND REPAIR ANY / ALL EXISTING

WALL SURFACES AS NECESSARY TO PROVIDE SUITABLE SUBSTRATE FOR NEW

FINISHES OR FINISHED APPEARANCE OF EXISTING ELEMENTS TO REMAIN.

6. CONTRACTOR SHALL REPAIR ALL DAMAGE AND CLEAN ALL SURFACES

IMPACTED BY CONSTRUCTION ACTIVITIES. REPAINT ENTIRE SURFACES AS

NECESSARY.

7. MATCH HISTORIC CONDITIONS 'IN-KIND' UNLESS NOTED OTHERWISE.

8. ALL DIMENSIONS ARE FROM FACE OF STRUCTURAL FRAMING/FOUNDATION

TO FACE OF STRUCTURAL FRAMING/FOUNDATION, UNLESS NOTED

OTHERWISE.

9. SEE A9.5 FOR WALL TYPES

GENERAL NOTES

A R C H I T E C T U R E I N T E R I O R S H I S T O R I C www.aearchitects.com

2 2 2 N O R T H H I G G I N S M I S S O U L A, M T 5 9 8 0 2 P H. 4 0 6 . 7 2 1 . 5 6 4 3 F A X. 4 0 6 . 7 2 1 . 1 8 8 7

6 0 8 N O R T H 2 9 T H B I L L I N G S, M T 5 9 1 0 1 P H. 4 0 6 . 2 4 8 . 2 6 3 3 F A X. 4 0 6 . 2 4 8 . 2 4 2 7

4 2 8 E A S T M E N D E N H A L L B O Z E M A N, M T 5 9 7 1 5 P H. 4 0 6 . 4 5 3 . 7 3 1 0

PROJECT NO.

NPS PROJ NO.

REVISIONS

DRAWING NO.

PKG

NO.

PKG1

PKG2

PKG3

SHEET

OF

DESIGNED:

CADD:

TECH REVIEW:

DATE

TITLE OF SHEETDRAWING NO.

0 1 2 3 4 5 6 7 8 9 10 inches

189105

/1

/2

:0

:3

A M

15021.00 6.10.2016

ROOF PLAN

MAMMOTH HOTEL SEISMIC

STABILIZATION & REHABILITATION

- PHASE I

YELLOWSTONE NATIONAL PARK, WYOMING

Checker

MM

DJ

6.10.2016

A2.7

CO

N

ST

R U

C

TI

O N

D O

CU

M

E N

TS

: 1/8" = 1'-0"A2.7A2.7

11 ROOF PLAN NORTH

A

3 4 51

ELECTRICAL

/ TEL

DATA

STAIR

S1

004.1 002.1

1.

3.

HALLWAY

HALLWAY

MECHANICAL

± 175' - 5"

26' - 0" 17' - 10" 28' - 3" 26' - 0" 32' - 0" 45' - 4"

8' - 2" 1' - 8"

3' - 10" 18' - 7" 5' - 10" 24' - 0"

6 6

ELEV

ELEC.

001A

A8.3

A8.1168

44SEE AF2.1 FOR FINISH

THIS AREA

2 10SLOPE

3 3 3

4 5

PHASE II

PHASE I

PHASE II

PHASE I

MAMMOTH HOT

SPRINGS HOTEL

| PHASE 2 |

(N) CONC. SLOPING WALKWAY. FIELD COORDINATE MAX SLOPE 1:20

KEYNOTES:

FIELD COORDINATE SLOPING WALKWAY LENGTH TO ACHIVE MAX

SLOPE. REPLACE (E) CONC FLOOR AS REQUIRED.

NO FLOOR FINISH

(N) CONC MAT-SLAB. EXPOSED - NO FINISH

PROVIDE (N) CONC. RECESSED CATCH BASIN AT ELEVATOR PIT.

COORDINATE REQUIREMENTS WITH ELEVATOR MANUFACUTUR.

SEALED CONC. FLOORS. 1/8" : 12" SLOPE.

FLOOR DRAIN

(N) DETECTABLE WARNING DEVICE.

(E) TUNNEL

(E) CRAWLSPACE ACCESS TO REMAIN.

EXISTING ELEMENTS TO REMAIN

NEW ELEMENTS

LINE WORK LEGEND

SEALED CONCRETE

HATCH LEGEND

FLOOR FINISHES INDICATED SHALL RUN CONTINUOUS BELOW

CASEWORK, FIXTURES AND EQUIPMENT UNLESS NOTED

OTHERWISE.

HATCH DIRECTION IS NOT NECESSARILY INTENDED TO REPRESENT

ACTUAL MATERIAL ORIENTATION. FIELD COORDINATE EXISTING

CONDITIONS, INSTALLATION AND THROUGH SUBMITTAL PROCESS

FOR FINAL LAYOUTS. MATCH "IN-KIND" WHEREVER POSSIBLE.

UNLESS NOTED OTHERWISE.

REFERENCE DETAILS FOR TRANSITIONS BETWEEN DISSIMILAR

MATERIALS.

GENERAL NOTES

A R C H I T E C T U R E I N T E R I O R S H I S T O R I C www.aearchitects.com

2 2 2 N O R T H H I G G I N S M I S S O U L A, M T 5 9 8 0 2 P H. 4 0 6 . 7 2 1 . 5 6 4 3 F A X. 4 0 6 . 7 2 1 . 1 8 8 7

6 0 8 N O R T H 2 9 T H B I L L I N G S, M T 5 9 1 0 1 P H. 4 0 6 . 2 4 8 . 2 6 3 3 F A X. 4 0 6 . 2 4 8 . 2 4 2 7

4 2 8 E A S T M E N D E N H A L L B O Z E M A N, M T 5 9 7 1 5 P H. 4 0 6 . 4 5 3 . 7 3 1 0

PROJECT NO.

NPS PROJ NO.

REVISIONS

DRAWING NO.

PKG

NO.

PKG1

PKG2

PKG3

SHEET

OF

DESIGNED:

CADD:

TECH REVIEW:

DATE

TITLE OF SHEETDRAWING NO.

0 1 2 3 4 5 6 7 8 9 10 inches

189105

/1

/2

:0

:1

A M

15021.00 6.10.2016

BASEMENT FINISH PLAN

MAMMOTH HOTEL SEISMIC

STABILIZATION & REHABILITATION

- PHASE I

YELLOWSTONE NATIONAL PARK, WYOMING

Checker

MM

DJ

6.10.2016

AF2.0

CO

N

ST

R U

C

TI

O N

D O

CU

M

E N

TS

: 1/8" = 1'-0"AF2.0AF2.0

11 BASEMENT FLOOR FINISH PLAN NORTH

UP UP

6 72

D

B

A

3 4 5

C

E

D N

DN

23 3

9 7

7 7

LOBBY

MAP

ROOM

BAR

161A

HALLWAY

173 HALLWAY

HALL

WAY

REGISTRATION

FRONT

OFFICE

MANAGER'S

OFFICE

DELIVERY

STAIR

S1

SKI

SHOP /

STORAGE

WOMEN'S

RESTROOM

MEN'S

RESTROOM

GIFT

SHOP

ELEVATOR

E1

JAN.

167A

MAIL

STOR.

PHASE II

PHASE I

PHASE II

PHASE I

MAMMOTH HOT

SPRINGS HOTEL

| PHASE 2 |

(E) FIRE PLACE

A9.11

HALLWAY

150A

A9.11

A9.11

A9.11

1 TYP

A9.11

A9.11

11 11

A9.11

A9.11

UP

A9.11

1 TYP

A9.11

(E) CONC. PATIO

(E) STAIR

A9.11

A9.11

11 11

TYP. ABOVE13

UP

UP

6"

RESILIENT SHEET

FLOORINGCOCO MAT

HARDWOOD FLOOR

CARPET

SEALED CONCRETE

TILE - BOARDER & FIELD

PATTERN.

FINISH FLOOR LEGEND

(N) EXTERIOR…