Attachment_2_-_01_Drawings_Cover_Sheet_-A0.5.pdf

PROJECT TEAM

OWNER

NATIONAL PARK SERVICE

YELLOWSTONE NATIONAL PARK

MAMMOTH,WYOMING 82190

307.344.2429

CIVIL ENGINEER

DJ&A, P.C.

3203 S. RUSSELL ST.

MISSOULA, MONTAN 59801

406.721.4320

ARCHITECT

A&E ARCHITECTS, P.C.

222 NORTH HIGGINS

MISSOULA, MONTANA 59802

406.721.5643

STRUCTURAL ENGINEER

BEAUDETTE CONSULTING ENGINEERS

131 WEST MAIN STREET

MISSOULA, MONTANA 59802

406.721.7315

M/P/E ENGINEER

ASSOCIATED CONSTRUCTION

ENGINEERING

12 NORTH BROADWAY

BELGRADE, MONTANA 59714

406.388.3320

DRAWING INDEX

COVER COVER

A0.1 GENERAL NOTES

A0.2 SITE & AREA PLAN

A0.3 STAGING & SEQUENCING SITE PLAN

A0.4 COMPLETION & ACCESS

A0.5 CODE REVIEW

MECHANICAL

M1.0 MECHANICAL LEGENDS AND SCHEDULES

M1.1 MECHANICAL SCHEDULES II

MD3.1 FIRST FLOOR MECHANICAL PIPING DEMOLITION PLAN

MD3.2 SECOND FLOOR MECHANICAL PIPING DEMOLITION PLAN

M2.0 BASEMENT HVAC REMODEL PLAN

M2.1 FIRST FLOOR HVAC REMODEL PLAN

M2.2 SECOND FLOOR HVAC REMODEL PLAN

M3.0 BASEMENT MECHANICAL PIPING REMODEL PLAN

M3.1 FIRST FLOOR MECHANICAL PIPING REMODEL PLAN

M3.2 SECOND FLOOR MECHANICAL PIPING REMODEL PLAN

M4.0 MECHANICAL DETAILS I

PLUMBING

P1.0 PLUMBING LEGENDS AND SCHEDULES

PD2.0 BASEMENT DOMESTIC WASTE AND VENT DEMOLITION PLAN

PD2.1 FIRST FLOOR DOMESTIC WASTE AND VENT DEMOLITION PLAN

PD2.2 SECOND FLOOR DOMESTIC WASTE AND VENT DEMOLITION PLAN

PD3.0 BASEMENT DOMESTIC WATER DEMOLITION PLAN

PD3.1 FIRST FLOOR DOMESTIC WATER DEMOLITION PLAN

PD3.2 SECOND FLOOR DOMESTIC WATER DEMOLITION PLAN

P2.0 BASEMENT DOMESTIC WASTE AND VENT REMODEL PLAN

P2.1 FIRST FLOOR DOMESTIC WASTE AND VENT REMODEL PLAN

P2.2 SECOND FLOOR DOMESTIC WASTE AND VENT REMODEL PLAN

P3.0 BASEMENT DOMESTIC WATER REMODEL PLAN

P3.1 FIRST FLOOR DOMESTIC WATER REMODEL PLAN

P3.2 SECOND FLOOR DOMESTIC WATER REMODEL PLAN

P4.0 PLUMBING DETAILS

ELECTRICAL

E1.0 ELECT. LEGENDS AND SCHEDULES

E1.1 ELECT. PANEL SCHEDULES

E1.2 ELECT. PANEL SCHEDULES

ED2.0 BASEMENT ELECT. DEMO

ED2.1 FIRST FLOOR ELECT. DEMO

ED2.2 SECOND FLOOR ELECT. DEMO

E2.0 BASEMENT ELECTRICAL PLAN

E2.1 FIRST FLOOR POWER & SPECIAL SYSTEMS

E2.2 SECOND FLOOR POWER & SPECIAL SYSTEMS

E3.1 FIRST FLOOR LIGHTING PLAN

E3.2 SECOND FLOOR LIGHTING PLAN

E5.0 ELECTRICAL DETAILS

E5.1 ELECTRICAL DETAILS

E5.2 ELECTRICAL DETAILS

E5.3 ELECTRICAL DETAILS

STRUCTURAL

S0.1 GENERAL NOTES

SD1.1 (E) FOUNDATION PLAN

SD2.1 (E) 1ST FLOOR FRAMING PLAN

SD2.2 (E) 2ND FLOOR FRAMING PLAN

SD2.3 (E) CEILING FRAMING PLAN

SD2.4 (E) ROOF FRAMING PLAN

S1.1 FOUNDATION PLAN—(N) WORK

S2.1 FIRST FLOOR FRAMING PLAN –(N) WORK

S2.2 2ND FLOOR FRAMING PLAN -- (N) WORK

S2.3 ROOF FRAMING PLAN – (N) WORK

S3.1 1ST FLOOR SHEAR WALL PLAN

S3.2 2ND FLOOR SHEARWALL PLAN

S4.1 STAIR FRAMING

S4.2 MOMENT FRAME CONNECTIONS

S5.1 DETAILS

S5.2 DETAILS

S5.3 DETAILS

S5.4 DETAILS

S5.5 DETAILS

S5.6 DETAILS

S5.7 DETAILS

FOOD SERVICE

FS0.0 FOOD SERVICE COVER

FS0.1 FOOD SERVICE GENERAL NOTES

FS1.0 FLOOR PLAN - BAR

FS1.1 FLOOR PLAN - PANTRY

FS3.0 ELECTRICAL PLAN - BAR

FS3.1 ELECTRICAL PLAN - PANTRY

FS4.0 PLUMBING PLAN - BAR

FS4.1 PLUMBING PLAN - PANTRY

FS5.0 DETAILS

FS6.0 BUILDING WORKS PLAN - BAR

FS6.1 BUILDING WORKS PLAN - PANTRY

FS7.0 WALK-IN DETAILS

FS7.1 WALK-IN DETAILS

FIRE PROTECTION

FP1.0 FIRE SPRINKLER GENERAL NOTES

FP2.0 DEMO CRAWLSPACE SPRINKLER PLAN

FP2.1 DEMO FIRST FLOOR SPRINKLER PLAN

FP2.2 DEMO SECOND FLOOR SPRINKLER PLAN

FP2.3 DEMO ATTIC LEVEL SPRINKLER PLAN

FP3.0 CRAWLSPACE SPRINKLER PLAN

FP3.1 FIRST FLOOR SPRINKLER PLAN

FP3.2 SECOND FLOOR SPRINKLER PLAN

FP3.3 ATTIC LEVEL SPRINKLER PLAN

FIRE PROTECTION

FA1.0 GENERAL NOTES & LEGENDS

FA2.0 FIRST FLOOR DEMO PLAN

FA2.1 SECOND FLOOR DEMO PLAN

FA3.0 BASEMENT PLAN

FA3.1 FIRST FLOOR PLAN

FA3.2 FIST FLOOR CONCEALED SPACE PLAN

FA3.3 SECOND FLOOR PLAN

FA3.4 ATTIC SPACE PLAN

FA4.0 DEVICE WIRING DETAILS

FA5.0 RISER DIAGRAM

FA7.0 CALCULATIONS

CIVIL

C1.0 CONTROL POINT COORDINATES

C1.1 SITE PHASING PLAN

C1.2 SITE DEMOLITION PLAN

C1.3 CIVIL SITE PLAN

C1.4 GRADING PLAN

C1.5 GRADING PLAN DETAIL

C1.6 GRADING POINTS

C1.7 ENTRANCE SECTION DETAIL

C1.8 PARKING AND SITE LAYOUT PLAN

C9.1 WATER PLAN AND PROFILE

C9.2 WATER DETAILS

C9.3 SEWER PLAN AND PROFILE

C9.4 SEWER DETAILS

C9.5 MISCELLANEOUS DETAILS

C9.6 STREET DETAILS

C9.7 STREET DETAILS

ARCHITECTURAL

AD2.0 BASEMENT DEMOLITION PLAN

AD2.1 FIRST FLOOR DEMOLITION PLAN

AD2.2 SECOND FLOOR DEMOLITION PLAN

AD2.7 ROOF DEMOLITION PLAN

AD7.0 BASEMENT DEMOLITION RCP

AD7.1 FIRST FLOOR DEMOLITION RCP

AD7.2 SECOND FLOOR DEMOLITION RCP

A2.0 BASEMENT FLOOR PLAN

A2.1 FIRST FLOOR PLAN

A2.2 SECOND FLOOR PLAN

A2.7 ROOF PLAN

AF2.0 BASEMENT FINISH PLAN

AF2.1 FIRST FLOOR FINISH PLAN

AF2.2 SECOND FLOOR FINISH PLAN

A3.1 ENLARGED FLOOR PLANS

A3.2 ENLARGED FLOOR PLANS

A4.1 EXTERIOR ELEVATIONS

A4.2 EXTERIOR ELEVATIONS

A5.1 BUILDING SECTIONS

A5.2 WALL SECTIONS

A5.3 WALL SECTIONS

A6.1 INTERIOR ELEVATIONS

A6.2 INTERIOR ELEVATIONS

A6.3 INTERIOR ELEVATIONS

A6.4 INTERIOR ELEVATIONS

A6.5 INTERIOR ELEVATIONS

A6.6 INTERIOR ELEVATIONS

A6.7 BAR INTERIOR ELEVATIONS

A6.8 CASEWORK TYPES & SCHEDULE

A6.9 CASEWORK DETAILS

A6.10 CASEWORK DETAILS

A6.11 TRIM PROFILES & CONSTRUCTION

A7.0 BASEMENT RCP

A7.1 FIRST FLOOR RCP

A7.2 SECOND FLOOR RCP

A8.1 EGRESS STAIR PLANS & ELEVATIONS

A8.2 ELEVATOR PLANS & SECTIONS.

A8.3 STAIR & RAILING DETAILS

A9.1 ROOM FINISH SCHED. & SIGNAGE

A9.2 DOOR SCHEDULE AND TYPES

A9.3 WINDOW SCHEDULE & TYPES

A9.4 DOOR DETAILS

A9.5 WINDOW DETAILS

A9.6 WALL TYPES & DETAILS

A9.7 PLAN DETAILS

A9.8 ROOF TYPES & DETAILS

A9.9 ROOF DETIALS

A9.10 CEILING DETAILS

A9.11 FINISH DETAILS

A9.12 RESTROOM DETAILS

A9.13 BAR DETAILS

THE CONTRACTOR SHALL PROTECT HISTORIC FABRIC DURING THE CONSTRUCTION, TYPICAL OF THIS BUILDING, AND THE SITE.

THE HOTEL AND GROUNDS ARE RECOGNIZED AS A SITE ON THE NATIONAL REGISTER OF HISTORIC PLACES. THE GROUNDS AND STRUCTURES WITHIN THE SITE NOT SPECIFICALLY CALLED OUT FOR WORK IN THESE DOCUMENTS SHALL BE PROTECTED FROM DAMAGE. THE CONTRACTOR IS RESPONSIBLE FOR REPAIRING ANY DAMAGE CAUSED BY THE EXECUTION OF THIS CONTRACT, TO THE SATISFACTION OF THE ARCHITECT AND OWNER. EACH EMPLOYEE OF THE CONTRACTOR AND HIS SUBCONTRACTORS SHALL BE INFORMED OF THE HISTORIC NATURE OF THE BUILDING AND MADE RESPONSIBLE FOR THE PROTECTION OF BUILDING ARTIFACTS, FOUND OBJECTS, AND OTHER "COLLECTABLE" ITEMS UNCOVERED DURING THE WORK. THESE ITEMS ARE THE PROPERTY OF THE OWNER, AND AS SUCH, ARE VALUABLE. NO SUCH PROPERTY SHALL BE REMOVED FROM THE SITE BY THE CONTRACTOR, CONTRACTOR'S EMPLOYEES OR SUBCONTRACTORS. IF ANY CULTURAL MATERIALS ARE DISCOVERED DURING CONSTRUCTION, WORK IN THE AREA SHALL HALT IMMEDIATELY. THE NPS MUST BE CONTACTED AND THE MATERIALS EVALUATED BY AN ARCHAEOLOGIST OR HISTORIAN MEETING THE SECRETARY OF INTERIOR'S PROFESSIONAL QUALIFICATION STANDARDS (48

FR 22716, SEPT. 1983).

HISTORICAL NOTE

1. "IN-KIND" - NEW MATERIALS INDICATED TO MATCH IN-KIND SHALL REPLICATE EXACTLY, IN EVERY REGARD, THE ORIGINAL

DETAIL, MATERIAL, TYPE, & FINISH OF ELEMENT TO BE REPLACED AS DETERMINED BY THE ARCHITECT.

2. TYPICAL (TYP.) AS USED IN THESE DOCUMENTS SHALL MEAN THE CONDITION IS THE SAME OR REPRESENTATIVE FOR ALL

SIMILAR CONDITIONS UNLESS OTHERWISE NOTED.

3. ALIGN: SHALL MEAN TO ACCURATELY LOCATE FINISHED FACES IN THE SAME PLANE. CONTRACTOR SHALL COORDINATE ALL

WORK NECESSARY TO ACHIEVE SAME.

DEFINITIONS

1. EVERY ATTEMPT HAS BEEN MADE TO ASSURE THE ACCURACY OF THE DRAWINGS THROUGH EXISTING AS-BUILT DATA AND FIELD VERIFICATION. CONTRACTOR RESPONSIBLE TO VERIFY EXISTING CONDITIONS BEFORE CONSTRUCTION / ORDERING / INSTALLATION & NOTIFY ARCHITECT IMMEDIATELY IF ANY DISCREPANCY EXISTS FOR WRITTEN CLARIFICATION.

2. DRAWINGS CONTAINED WITHIN THESE DOCUMENTS ARE ABBREVIATED IN NATURE. CONTRACTOR IS EXPECTED TO USE

QUALITY, ACCEPTABLE STANDARD CONSTRUCTION PRACTICES & TECHNIQUES.

3. ALL CONSTRUCTION SHALL CONFORM TO ALL APPLICABLE STANDARDS & REGULATIONS AS PRESCRIBED BY THE 2009 INTERNATIONAL BUILDING CODE, N.F.P.A. 101, ALL APPLICABLE PLUMBING CODES, ALL APPLICABLE MECHANICAL CODES, ALL

APPLICABLE ELECTRICAL CODES, AND THE AMERICANS WITH DISABILITIES ACT.

4. MECHANICAL / PLUMBING / ELECTRICAL MODIFICATIONS SHALL BE DESIGNED AND INSTALLED BY CONTRACTOR TO BE CONSISTENT WITH THE INTENT OF THE DRAWINGS AND SHALL BE IN ACCORDANCE WITH ALL APPLICABLE CODES.

5. CONTRACTOR RESPONSIBLE FOR DOCUMENTATION OF ACCURATE AS-BUILTS INFORMATION / DRAWINGS AT THE CONCLUSION

OF THE PROJECT FOR SUBMITTAL TO THE ARCHITECT AND OWNER.

6. LAKE HOTEL IS LISTED ON THE NATIONAL REGISTER OF HISTORIC PLACES. ALL CARE SHALL BE TAKEN TO PROTECT THE BUILDING, GROUNDS, AND HISTORIC FEATURES FROM DAMAGE. CONTRACTOR SHALL PROVIDE TEMPORARY PROTECTION AS NECESSARY TO PROTECT ELEMENTS DURING THE COURSE OF CONSTRUCTION. THE CONTRACTOR IS RESPONSIBLE FOR REPAIRING ALL DAMAGE CAUSED BY THE EXECUTION OF THE WORK IN A MANNER AND TO A LEVEL SATISFACTORY TO THE OWNER

AT NO ADDITIONAL EXPENSE.

7. DO NOT SCALE FROM DRAWINGS. IF A DIMENSION DOES NOT EXIST OR IS IN ERROR, CONTACT THE ARCHITECT FOR WRITTEN

CLARIFICATION BEFORE PROCEEDING WITH WORK.

8. CONTRACTOR(S) SHALL GUARANTEE THEIR WORK FOR A PERIOD OF NO LESS THAN ONE YEAR FROM THE DATE OF SUBSTANTIAL COMPLETION. CONTRACTOR(S) SHALL PROVIDE REPLACEMENT ELEMENTS AND LABOR AT NO ADDITIONAL EXPENSE

TO THE OWNER.

9. CONTRACTOR SHALL SUPPLY ALL PARTS, MATERIALS & LABOR ASSOCIATED WITH COMPLETING THE WORK OUTLINED OR AS

NECESSARY TO ACHIEVE DESIGN INTENT.

10. CONTRACTOR TO REFER TO AND COORDINATE ALL ASPECTS OF THE WORK BETWEEN ALL CONTRACTORS, SUB- CONTRACTORS, SUPPLIERS, AND TRADES WITH DRAWINGS IN THESE DOCUMENTS. IF VARIATION OR FOR ADDITIONAL

CONSTRUCTION NOTES.

GENERAL PROJECT 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

COVER

MAMMOTH HOTEL SEISMIC

STABILIZATION & REHABILITATION

- PHASE I

YELLOWSTONE NATIONAL PARK, WYOMING

MM

DJ

6.10.2016

COVER

CO

N

ST

R U

C

TI

O N

D O

CU

M

E N

TS

MAMMOTH HOTEL SEISMIC

STABILIZATION & REHABILITATION -

PHASE I

1 GRAND LOOP ROAD YELLOWSTONE NATIONAL PARK, WY 82190

PARK

NATIONAL

YELLOWSTONE

NATIONAL PARK

GRAND TETON

MEMORIAL PARKWAY

J.D. ROCKEFELLER JR.

310212

IDAHO

MONTANA

JACKSON

WYOMING

MONTANA

W

YO

M

IN

G

ID

AH

O

RIGBY

REXBURG

ST. ANTHONY

CODY

POWELL

HAYNES

ADMINISTRATION

BUILDING SEE A1.1

V.C.

V.C.

V.C.

V.C.

V.C.

HOTEL

LAKE

OFFICE

SUPERINTENDENT'S

FREMONT CO.

GALLATIN CO.

GATE

SILVER

LAKE

GRIZZLY R

IVE

R

YE LLO

W

S

TO

NE

, MONTANA

MONTANA

RED LODGE,

TO

WYOMING

TO CODY,

TO GRAND TETON NATIONAL PARK

LAKE

MARY

LAKE

ICE

LAKE

CASCADE

LAKE

GREBE

CREEK

INDIAN

TO LIVINGSTON

BOZEMAN

TO

ASHTON

TO

LAKE

HEBGEN

LAKE

WHITE

WAPITI LAKE

CREEK

PEBBLE

CREEK

SLOUGH

FALL

TOWER

BECHLER

GALLATIN NATIONAL FOREST

FOREST

NATIONAL

SHOSHONE

FORESTNATIONALTETON

FOREST

NATIONAL

TARGHEE

FOREST

NATIONAL

GALLATIN

MT. SHERIDAN

MT. HOLMES

RIVER

BE

CH

LE

R

RIVER

SNAKE

LAKE

IDAHO

MONTANA

CITY

COOKE

HOT SPRINGS

MAMMOTHWYOMING

MONTANA

GALLATIN

RIVER

ENTRANCE

NORTH

ROOSEVELT

TOWER-

RIVER

LAMAR

CONE

PELICAN

M O

N

TA

N A

W

YO

M

IN

G W

YO

M

IN

G

ID

AH

O

ENTRANCE

WEST

ENTRANCE

SOUTH

ENTRANCE

NORTH EAST

ENTRANCE

EAST

GARDINER

CANYON

NORRIS

MADISON

YELLOWSTONE

WEST

TETON COUNTY

PARK COUNTY

BRIDGE

FISHING

BAY

BRIDGE

FAITHFUL

OLD

THUMB

WEST

VILLAGE

GRANT

C O

U

N TY

C O

U

N TY

TETO

N

PARK

CONTINENTAL DIVIDE

DIVIDE

CONTINENTAL

LAKE

DELUSION

LAKE

SHOSHONE

LAKE

LEWIS

LAKE

HEART

YELLOWSTONE

ARCHITECTURAL ABBREVIATIONS

VG Vertical Grain VIF Verify In the Field VP Veneer Plaster, Vent Pipe VR Vapor Retarder VT Vinyl Tile VTR Vent Through Roof VWC Vinyl Wall Covering W West, Width, Wide, Water W/ With W/O Without WB Wood Base WC Watercloset WD Wood WDW Window WG Wired Glass, Wall Guard WIN Window WM Wire Mesh, Water Meter WND Window WP Waterproof, Weatherproof WR Water Resistant, Waste Receptacle WT Weight, Water Table, Watertight WWF Welded Wire Fabric YD Yard YR Year

@ At (the rate of) & And " Inch ' Foot # Number or Pound A Area, Ampere, Acre, AB Anchor Bolt, Asbestos Board ABV Above AC Air Conditioning, AC Acoustical ACC Access ACI American Concrete Institute ACOUST Acoustical ACT Acoustical Tile, Actual AD Access Door, Area Drain ADA Americans with Disabilities Act ADDL Additional ADJ Adjust, Adjustable, Adjacent AFF Above Finished Floor AGGR Aggregate ALUM Aluminum AMT Amount ANOD Anodized ANT Antenna AP Access Panel APPROX Approximate ARCH Architect, Architectural AS Acoustic Sealant AT Acoustical Tile ATC Acoustical Tile Ceiling ATM Automatic Teller Machine AUTO Automatic AVG Average AWG American Wire Gauge AWN Awning AX Axis B/B Back to Back B/ Bottom (of) BALBalance, Ballast BB Ball Bearing BBLBarrel BD Board BDRM Bedroom BELBelow BETW Between BEV Bevel BHP Brake Horsepower BHD Bulkhead BIT Bituminous BKR Breaker BL Base Line, Block BLDG Building BLKBlock BLKG Blocking BLT-IN Built-In BM Beam, Bench Mark BN Bullnose BO Blow Off, Bottom of (_) BOT Bottom BPLBearing Plate BR Bedroom, Brick, Brass BRDG Bridge, Bridging BS Both Sides, Backset, Bluestone BSMT Basement BTM Bottom BTR Better BTU British Thermal Units BTUH British Thermal Units per Hour BVLBevelled BW Both Ways BYP By Pass C/C Center to Center CAB Cabinet

CAV Cavity CB Catch Basin CBL Concrete Block CC Cubic Centimeter CCT Circuit CCW Counter Clockwise CCTV Closed Circuit TV CEM Cement CER Ceramic CF Cubic Feet CFLCounterflashing CFM Cubic Feet per Minute CFS Cubic Feet per Second CFTCubic Foot CG Corner Guard CHAM Chamfer CHAN Channel CI Cast Iron CIP Cast-in-Place CIR Circle, Circular CJ Control Joint CL Centerline, Clearance CLG Ceiling CLR Clear CLR OPG Clear Opening CLS Closure CM Circular Mil (1/1000 inch), Center Matched CMU Concrete Masonry Unit CNTR Center, Counter CO Contracting Officer, Company, Cleanout,Cased Opening COL Column CON Construction CONC Concrete CONT Continuous, Continue, Control CPL Cement Plaster CPR Copper CPT Carpet CR Chromium (plated), Curtain Rod CRPT Carpet CSK Countersink CSMT Casement CSTG Casting CT Ceramic Tile, Cork Tile CTR Center, Counter CU Copper, Cubic CU FT Cubic Feet CU YD Cubic Yard CW Clockwise, Cold Water CY Cubic Yard, Cycle CYL Cylinder D Deep, Depth, Drop, Drain D & M Dressed & Matched DA Double Acting DB Decibel DBL Double DC Direct Current DEG Degree DEGF Degree Farenheit DEM Demolish DEMO Demolition, Demolish DEPT Department DET Detail DF Drinking Fountain DH Double Hung DIAG Diagonal DIA Diameter DIMDimension DISP Dispenser DIV DivisionDN Down DO Ditto, or Door Opening DP Dampproofing, Dew Point DR Door, Drain, Dining Room DS Downspout, Disconnect Switch

DSP Dry Standpipe DT Drain Tile DTLDetail DVTL Dovetail DW Dumbwaiter, Distilled Water DWG Drawing(s) DWL Dowel

(E) Existing E TO E End to End EA Each EB Expansion Bolt EC Exposed Construction EG Edge Grain EIFS Exterior Insulation and Finish System EJ Expansion Joint EJECT Ejector EL Elevation, Elevator ELEC Electrical ELEV Elevator, Elevation EM Emergency ENCL Enclosure ENG Engineer ENT Entrance EPDM Ethylene Propylene Diene Monomer EQ Equal EQP Equipment EST Estimate EW Each Way EWH Electric Water Heater EX Exposed Construction, Exit EXC Excavate EXG Existing EXH Exhaust EXIST Existing EXP Expansion, Exposed EXT Exterior, Extinguish F Degrees Fahrenheit, Fuse FAB Fabricate FBD Fiberboard FC File Cabinet, Foot Candle FD Floor drain FDC Fire Department Connection FDN Foundation FE Fire Extinguisher FEC Fire Extinguisher Cabinet FF Finished Floor, Factory Finish FFE Finished Floor Elevation FGL Fiberglass FH Flat Head, Fire Hose FHY Fire Hydrant FIL Fillet FIN Finish, Finished FIX Fixture FIXT Fixture FL Floor FLRFloor FND Foundation FO Finished Opening FOB Free On Board FR Frame, Front, Fire Riser FOC Face of Concrete FOF Face of Finish FOS Face of Studs FP Fireproof FPL Fireplace FPM Feet per minute FPS Feet per Second FRM Frame FRP Fiberglass Reinforced Panel FS Floor Sink FSCW Flush Solid Core Wood FT Foot, Feet FTG Footing, Fitting

FUR Furred, Furring FURN Furnish, Furniture GA Gauge, Gage GAL Gallon GALV Galvanized GB Grab Bar, Gypsum Board GFCI Ground Fault Circuit Interrupter GFI Ground Fault Interrupter GL Glass GND Ground GOVT Government GPL Gypsum Lath GPM Gallons Per Minute GPS Gallons Per Second GR Grade, Grille, Granite GRND Ground GV Galvanized GYP Gypsum GYP BD Gypsum Board HB Hose Bib HBD Hardboard HC Hollow Core HDR Header HDW Hardware HEX Hexagonal HGR Hanger HGT Height HID High Intensity Discharge HM Hollow Metal HORIZ Horizontal HP High Pressure, Horse Power HR Hour(s) HT Height, Heat HV High Voltage HVAC Heating, Ventilating & Air Conditioning HWH Hot Water Heater HWS Hot Water Supply HWY Highway HZ Hertz (Cycles Per Second) ID Inside Diameter IN Inch INC Incandescent INCL Incline, Include INCR Increase INFO Information INSUL Insulation INT Interior, Internal INV Invert J Joist J-BOX Junction Box JANJanitor JCT Junction JST Joist JT Joint KG Kilogram KIP Kilopound (1000 pounds) KIT Kitchen KM Kilometer KP Kickplate KS Kitchen Sink L Angle, Left, Length, Long LABLaboratory, Labor LADLadder LAM Laminate, Laminated LAT Lateral LAVLavatory LB Pound (weight), Lag Bolt LF Linear Feat LINO Linoleum LN Length LNDG Landing LOC Locate, Locations LT Light

LTG Lighting LTL Lintel LT WT Lightweight LV Low Voltage LVR Louver MAINT Maintenance MAT Material MATL Material MAX Maximum MECH Mechanical MEZZ Mezzanine MFG Manufacturer, Manufacturing MFR Manufacturer MH Manhole MIN Minimum MISC Miscellaneous MLD Molding MLDG Molding MM Millimeter MO Masonry Opening MTD Mounted MTL Metal, Material MULL Mullion N North NAT Natural NB "Nota Bene" Latin phrase for "Take Special Note" NIC Not In Contract NO Number, Normally Open NOM Nominal NTS Not To Scale O/O Out to Out OC On Center OD Outside Diameter OH Overhead OPNG Opening OPP Opposite OZ Ounce P-LAM Plastic Laminate PC Pre-Cast PED Pedestal, Pedestrian PERIM Perimeter PERP Perpendicular PL Plate, Plan, Property LinePlastic Laminate, Plastic PLAM Plastic Laminate PLYWD Plywood PNL Panel PNT Paint POL Polish, Polished PR Pair PRC Precast PRCST Precast PREFAB Prefabricated PSF Pounds per square foot PSI Pounds per square inch PT Paint, Point, Pressure Treated PV PavingPVC Polyvinyl Chloride PVG Paving PVMT Pavement PVT Private PWR Power QUAL Quality QUANT Quantity QTR Quarter QTY Quantity R Riser, Radius, Resistance RA Return Air, Registered Architect RAD Radius, Radiator RB Rubber, Rubber Base, Resilient Base RCP Reflected Ceiling Plan RD Roof Drain, Round REBAR Reinforcing Bar REF Refer, Reference, Refrigerator REG Register, Regular

REINF Reinforcement, or Reinforce REM Remove, Removable REQD Required RES Resilient REV Reverse, Revise, Revision RF Roof RH Right Hand, Reheat, Relative Humidity RM Room RMV Remove RO Rough Opening ROW Right of Way RPM Revolutions Per Minute RPT Repeat (like "Ditto") RT Rubber Tile, Right S South, Sealant, Supply, Sink S4SSurfaced 4 Sides S&M Surfaced & Matched S&SStained & Sealed SALV Salvage SC Solid Core, Sill Cock SCHED Schedule SCWD Solid Core Wood SEC Second, Section, Secondary SECT Section SF Square Foot SHT Sheet SIM Similar SNT Sealant SOD Slab on Deck SOG Slab on Grade SPEC Specification, Specifications SPECS Specifications SQ Square SS Stainless Steel, Set Screw ST Straight, Stone Tile STC Sound Transmission Class STD Standard STL Steel STND Standard STR Structural STRT Straight STRUCT Structural SUCT Suction SUPP Supplementary, Supplement SY Square Yard SYM Symmetrical SYSSystem T/ Top (of) T&G Tongue & Groove TAN Tangent TD Trench Drain TEL Telephone TEMP Temporary, Tempered, Temperature THK Thick, Thickness THRU Through TLT Toilet TOL Tolerance TO Top Of (_) TR Tread, Transom TRANS Translucent, Transom TRD Tread TV Television TYPTypical UC Undercut UNO Unless (specifically) Noted Otherwise UT Utility VAC Vacuum VAR Varies VB Vapor Barrier, Vinyl Base VCT Vinyl Composition Tile VENT Ventilate, Ventilator VERT Vertical VEST Vestibule

EXPLANATION OF SYMBOLS

A2.1 : A6.1

A5.1

A5.1

A4.1

A6.1

A6.1

BUILDING

SECTION

WALL

SECTION ELEVATION

GRID LINE

2 31

TYPICAL SHEET LAYOUT

DETAIL

CALL OUT

108.1

WINDOW

DESIGNATION

INTERIOR

ELEVATION

ROOM NUMBER

DOOR NUMBER

A

ELEVATION

DETAIL

SECTION

SHEET WHERE

DETAIL APPEARS

POSITION OF

DETAIL ON SHEET

SHEET OF ORIGIN

A2.1

#1

#2

#3

#4

KEYNOTE

DESIGNATION

E1 WALL TYPE TAG

TITLE

ASSEMBLY CALL OUTRA-1

EQUIPMENT/ELEMENT TAGT-1

CASEWORK TAG

171.N.1

UC-1

ROOM NUMBER

ELEVATION DIRECTION

CABINET NUMBER

CABINET TYPE

ALUMINUM CONCRETE GRAVELEARTH DISTURBED

EARTH

RIGID

INSULATION

PLYWOOD

SAND

GYPNEW WALL

CONSTRUCTION

STEEL

WOOD

FINISH

WOOD

FINISH

WOOD

FINISH

HERRING

BONE TILE

CEDAR

SHINGLES

WOOD

FLOORING

WOOD

FLOORING

CEDAR

SHINGLES

OSB

HATCH PATTERNS

CARPET

GLAZING

A0.1

A0.1

A0.1

A0.2

PROJECT SITE

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

:5

A M

15021.00 6.10.2016

GENERAL NOTES

MAMMOTH HOTEL SEISMIC

STABILIZATION & REHABILITATION

- PHASE I

YELLOWSTONE NATIONAL PARK, WYOMING

Checker

Author

Designer

6.10.2016

A0.1

CO

N

ST

R U

C

TI

O N

D O

CU

M

E N

TS

: N.T.S.A0.1A0.1

4 MONTANA / IDAHO / WYOMING

: N.T.S.A0.1A0.1

3 UNITED STATES OF AMERICA

: N.T.S.A0.1A0.1

5 NORTH WEST CORNER OF WYOMING

: N.T.S.A0.1A0.1

15 YELLOWSTONE NATIONAL PARK

8"

DIP

10" DIP

" D

IP

UP

UP

UP

UP

UP

UP

UP

6 7

2D

2C

D

B

A

3 4 5

C

E

F

PHASE II

PHASE I

PHASE II

PHASE I

MAMMOTH HOT

SPRINGS HOTEL

| PHASE 2 |

JU

NIPER STREET

STEAMPLANT

RECREATION HALL

GAO

1 1

MAMMOTH HOTEL

GRAND LO

OP RD

NORTH

ENTR

ANCE R

D

LODGEPOLE AVE.

JU

NIPER STREET

MAMMOTH HOT SPRINGS DINING ROOM

MAMMOTH

PAGODA

CHITTENDEN

HOUSE

STEAMPLANT

RECREATION HALL

GAO

PARADE GROUND

A0.2

HATCH INDICATES APPROXIMATE AREA OF (E) CONCRETE

REMOVAL AND (N) CONCRETE INSTALLATION.

LEGEND

HATCH INDICATES APPROXIMATE AREA OF EXCAVATION FOR

NEW STRUCTURAL FOUNDATION CONC. SLAB AND/OR STEM

WALL SEE STRUCTURAL FOR ADDITIONAL INFORMATION.

HATCH INDICATES APPROXIMATE AREA OF EXCAVATION FOR

NEW UTILITIES AND/OR SERVICES. SEE CIVIL AND PLUMBING

FOR ADDITIONAL INFORMATION.

HATCH INDICATES APPROXIMATE AREA OF ASPHALT

PAVEMENT/CONCRETE CURB, GUTTER AND MISC.

ROAD/PARKING RECONFIGURATION.

DOTTED LINE INDICATES APPROXIMATE LOCATION OF

EXISTING STEAM TUNNEL. FIELD VERIFY TUNNEL DEPTH,

PHYSICAL DIMENSIONS, AND LOCATION PRIOR TO

EXCAVATION.

DASHED LINE INDICATES BOUNDARY OF MAMMOTH HOTEL

REHABILITATION PHASE I.

DASHED LINE INDICATES BOUNDARY OF MAMMOTH HOTEL

REHABILITATION PHASE II.

HATCH INDICATES APPROXIMATE AREA OF EXCAVATION FOR

NEW CONSTRUCTION.

MAMMOTH HOT SPRINGS

HOTEL

| PHASE II |

MAMMOTH HOT SPRINGS

HOTEL

| PHASE I |

KEY PLAN

NORTH

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

:5

A M

15021.00 6.10.2016

SITE AND AREA PLAN

MAMMOTH HOTEL SEISMIC

STABILIZATION & REHABILITATION

- PHASE I

YELLOWSTONE NATIONAL PARK, WYOMING

DJ

MM

DJ

6.10.2016

A0.2

CO

N

ST

R U

C

TI

O N

D O

CU

M

E N

TS

: 1/16" = 1'-0"A0.2A0.2

16 SITE PLAN

NORTH

: 1" = 100'-0"A0.2A0.1

14 AREA PLAN NORTH

UP

PHASE II

PHASE I

PHASE II

PHASE I

MAMMOTH HOT

SPRINGS HOTEL

| PHASE 2 |

JU

NIPER STR

EET

LODGEPOLE AVENUE

ALB

RIG

HT A

VENUE

STEAM PLANT

REC HALL

GAO

DINING HALL

NOTE:

CONSTRUCTION ACTIVITIES LOCATED

OUTSIDE PROJECT BOUNDARY ALLOWED

FOR SHORT DURATION UPON WRITTEN

APPROVAL OF CONTRACTING OFFICER.

LEGEND

PROJECT STAGING AND ACCESS, FULL PROJECT DURATION

DASHED LINE INDICATES PROJECT BOUNDARY

DASHED LINE INDICATES APPROXIMATE BOUNDARY OF

MAMMOTH HOTEL REHABILITATION PHASE II.

PROJECT STAGING AND ACCESS BUILDING TURNOVER

THROUGH APRIL 4, 2017

PROTECT ACCESS AND EGRESS AT EXISTING STAIR

UNTIL BUILDING CLOSURE DATE.

AREA OF NEW ADDITION

KEY 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

:0

A M

15021.00 6.10.2016

STAGING & SEQUENCING SITE PLAN

MAMMOTH HOTEL SEISMIC

STABILIZATION & REHABILITATION

- PHASE I

YELLOWSTONE NATIONAL PARK, WYOMING

Checker

MM

DJ

6.10.2016

A0.3

CO

N

ST

R U

C

TI

O N

D O

CU

M

E N

TS

: 1" = 20'-0"A0.3A4.1

16 SITE PLAN

NORTH

NOTE: SEE A0.4 FOR BUILDING

PLAN COMPLETION & ACCESS

UPUP

DN

UP UP

6 72

D

B

A

3 4 5

C

E

F

PHASE II

PHASE I

PHASE II

PHASE I

MAMMOTH HOT

SPRINGS HOTEL

| PHASE 2 |

6 72

D

B

A

3 4 5

C

PHASE 2

PHASE 1

PHASE 2

PHASE 1

MAMMOTH HOT

SPRINGS HOTEL

| PHASE 2 |

PROVIDE TEMPORARY

BARRIER FROM APRIL 4,

2016 TO PROJECT

COMPLETION.

6 72

D

B

A

3 4 5

C

PHASE II

PHASE I

PHASE II

PHASE I

MAMMOTH HOT

SPRINGS HOTEL

| PHASE 2 |

LEGEND

CONTRACTOR ACCESS FULL PROJECT DURATION

DASHED LINE INDICATES PROJECT BOUNDARY OF

MAMMOTH HOTEL REHABILITATION PHASE I.

DASHED LINE INDICATES APPROXIMATE BOUNDARY OF

MAMMOTH HOTEL REHABILITATION PHASE II.

SUBSTANTIAL COMPLETION APRIL 4, 2017 WITH SHARED

CONTRACTOR / CONCESSIONAIRE ACCESS UNTIL PROJECT

COMPLETION.

AREAS TO REACH SUBSTANTIAL COMPLETION NO LATER

THAN APRIL 4TH 2017 WITH TURN OVER TO GOVERNMENT

FOR FULL USE NO LATER THAN APRIL 21, 2017

6 72

D

B

A

3 4 5

C

E

F

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

COMPLETION & ACCESS

MAMMOTH HOTEL SEISMIC

STABILIZATION & REHABILITATION

- PHASE I

YELLOWSTONE NATIONAL PARK, WYOMING

Checker

MM

DJ

6.10.2016

A0.4

CO

N

ST

R U

C

TI

O N

D O

CU

M

E N

TS

: 1/16" = 1'-0"A0.4A0.4

9 FIRST FLOOR PLAN

: 1/16" = 1'-0"A0.4A0.4

11 SECOND FLOOR PLAN

: 1/16" = 1'-0"A0.4A0.4

13 BASEMENT PLAN

NOTE

SEE SHEET A0.3 FOR EXTERIOR

STAGING AND ACCESS REQUIRMENTS.

NORTH NORTH

: 1/16" = 1'-0"A0.4A4.1

6 COMPLEATION AND ACCESS ROOF PLAN

NORTHNORTH

DN

UP

UP

6 72

D

B

A

3 4 5

C

E

STAIR

S1

133 SF

MANAGER'S

OFFICE

129 SF

FRONT

OFFICE

368 SF

SKI

SHOP /

STORAGE

1537 SF

GIFT

SHOP

MEN'S

RESTROOM

WOMEN'S

RESTROOM

212 SF

REGISTRATION

61 SF

MAIL

ELEVATOR

E1

177 SF

DELIVERY

2274 SF

LOBBY

2297 SF

MAP

ROOM

HALLWAY

HALL

WAY

230 SF

STOR.

424 SF

VESTIBULE

57 SF

VESTIBULE

JAN.

174A

STOR.

173A

HALLWAY

207 SF

BAR

161A

A3

(4)

(51)

(2)

(1) (2)

(2)(2)

(151) (145)

(1)

PHASE II

PHASE I

PHASE II

PHASE I

MAMMOTH HOT

SPRINGS HOTEL

| PHASE 2 |

1H

1H 1H 1H

1H

1H

1H (2)

(28)

75 75

6 72

D

B

A

3 4 5

C

169 SF

MEN'S

RESTROOM

173 SF

WOMEN'S

RESTROOM

1360 SF

HALLWAY

55 SF

STOR.

41 SF

JAN.

235 SF

STAIR

S1

268 SF

TABLE

STORAGE

1322 SF

CONFERENCE

ROOM

1169 SF

CONFERENCE

ROOM

ROOF BELOW

OPEN

BELOW

A3

535 SF

BOARD

ROOM

(33)

(74)

316 SF

PANTRY

(4)

(1)

(1)

(E)

ATTIC

263A

(87)

PHASE 2

PHASE 1

PHASE 2

PHASE 1

MAMMOTH HOT

SPRINGS HOTEL

| PHASE 2 |

BUILDING CODE INFORMATION

APPLICABLE BUILDING CODE: 2012 IEBC & IBC

BUILDING AGENCY / JURISDICTION: NPS

SEISMIC DESIGN CATEGORY: D

BASIC WIND SPEED: 3 SECOND GUST = 90 MPH

TOTAL BUILDING AREA: 16,843 SF (PHASE 1 ONLY)

TYPE OF CONSTRUCTION

(CHAPTER 6) CONSTRUCTION TYPE V-B

BUILDING ELEMENT

TABLE 601 STRUCTURAL FRAME

RATING

0 HR

TABLE 601 EXTERIOR BEARING WALLS 0 HR

TABLE 601 INTERIOR BEARING WALLS 0 HR

TABLE 601 FLOOR CONSTRUCTION 0 HR

TABLE 601 ROOF CONSTRUCTION 0 HR

FIRE-RESISTANCE RATING REQUIREMENTS

BUILDING CODE AREA CALCULATIONS

NOTES: 1. SEE CODE ANALYSIS PLANS FOR ACCOMPANYING INFORMATION

2. CODE INFORMATION BELOW LISTS SELECTED BUILDING

REQUIREMENTS BUT DOES NOT LIST ALL BUILDING CODE

REQUIREMENTS.

OCCUPANCY GROUP: A3 (PER CHAPTER 3)

CONSTRUCTION TYPE: TYPE V-B W/ APPROVED NFPA

13R AUTOMATIC SPRINKLER SYSTEM

AUTOMATIC SPRINKLER SYSTEM INCREASE (SEC 506.3) | 2 MULTI STORY, FULLY

SPRINKLERED.

ALLOWED | ACTUAL

FLOOR AREA PER STORY: 18,000 SF | BASEMENT:1796 SF

18,000 SF | FIRST: 10642 SF

18,000 SF | SECOND: 6838 SF

TOTAL ALLOWABLE AREA: 36,000 SF | 19276 SF

MAXIMUM ALLOWABLE STORIES : 2 STORIES | 2 STORIES

MAXIMUM ALLOWABLE HEIGHT: 60 FT | 47 FT

OCCUPANT LOAD TOTALS:

BASEMENT: 4 OCCUPANTS

FIRST FLOOR: 198 OCCUPANTS

SECOND FLOOR 104 OCCUPANTS

SEE CODE PLANS. OCCUPANT LOADS BASED ON MAXIMUM FLOOR AREA (SF) PER

OCCUPANT FROM TABLE 1004.1

PLUMBING FIXTURE COUNTS

FIXTURE TYPE FIXTURES REQ. NUMBER OF FIXTURES.

WC FIRST FLOOR 3M /4F 3M / 7F

WC SECOND FLOOR 2M / 3F 3M / 3F

LAV FIRST FLOOR 3M / 4F 3M / 4F

LAV SECOND FLOOR 2M / 2F 3M/ 3F

TABLE 601 EXTERIOR NON-BEARING WALLS 0 HR

TABLE 601 INTERIOR NON-BEARING WALLS

TABLE 601 EXTERIOR NON-BEARING WALLS

0 HR

0 HR

(2)

INCIDENTAL ACCESSORY OCCUPANCY:

(W/ OCCUPANT) W/ REQUIRED SEPARATION

PER TABLE 508.2.5 CALCULATED AS PART OF

MAJOR USE FOR AREA CALCULATION

PURPOSES.

ACCESSORY OCCUPANCY AREA:

(W/ OCCUPANT LOAD) W/ NO SEPARATION

REQUIRED AND CALCULATED AS PART OF

MAJOR USE FOR AREA IF TOTAL ACCESSORY

OCCUPANCIES OCCUPY LESS THAN 10% OF

MAJOR OCCUPANCY CLASSIFICATION AREA

PER SECTION 508.2.1

1-HOUR FIRE WALL, FIRE BARRIER, FIRE

PARTITION, OR SMOKE BARRIER WALL: OR

COMBINATION OF CONFORMING TO THE

MOST STRINGENT REQUIREMENTS FOR

EACH. SEE CODE SPECIFIC NAMES OF IBC

WALL DESIGNATION. ALL WITH FIRE-RESISTIVE

OPENING PROTECTION AT DOORS, WINDOWS,

DUCTS (WITH EXCEPTIONS), PENETRATIONS,

AND PROTECTION AT JOINTS. SEE WALL

TYPES, DOOR & WINDOW SCHEDULES,

MECHANICAL DRAWINGS, PENETRATION

DETAILS, AND JOINT DETAILS WHERE

APPLICABLE.

ROOM OCCUPANT LOAD (OR TOTAL FLOOR

OCCUPANT LOAD) PER SECTION 1004

EXIT SIGN W/ INTEGRATED DIRECTIONAL

ARROW WHERE OCCURS AT ALL EXITS -

EVERY 100' IN CORRIDORS AND IN SPACES

WHERE 2 MORE ARE REQUIRED PER SECTION

10.11. SEE ELECTRICAL DRAWINGS. (W/

POCHE IN QUADRANT INDICATING "EXIT" TEXT

SIDE OF SIGN) SIGNS SHOWN IN CORRIDORS

ARE CEILING HUNG. SIGNS SHOWN ON WALL

ARE WALL HUNG. REQUIRED EXIT AND EXIT

EGRESS DIRECTION

ACCUMULATIVE NUMBER OF OCCUPANTS

SERVED WITH EGRESS DIRECTION AT ARROW

LOCATION. (DESIGNATED WHERE (2) MEANS

OF EGRESS ARE REQUIRED PER TABLE

1004.1.2)

NOTE: EXIT TRAVEL DISTANCE - MAXIMUM OF

250' FOR "A3" OCCUPANCIES W/ SPRINKLER

SYSTEM, PER TABLE 1016.1. MAXIMUM

DISTANCE FOR EACH STORY SHOWN.

CODE LEGEND

D

B

A

C

816 SF

MECHANICAL

215 SF

ELECTRICAL

/ TEL

DATA

HALLWAY

STAIR

S1

114 SF

HALLWAY

(3)

(1)

A3

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

CODE REVIEW

MAMMOTH HOTEL SEISMIC

STABILIZATION & REHABILITATION

- PHASE I

YELLOWSTONE NATIONAL PARK, WYOMING

DJ

MM

DJ

6.10.2016

A0.5

CO

N

ST

R U

C

TI

O N

D O

CU

M

E N

TS

: 1/16" = 1'-0"A0.5A4.1

6 FIRST FLOOR CODE PLAN

: 1/16" = 1'-0"A0.5A4.1

11 SECOND FLOOR CODE PLAN

: 1/16" = 1'-0"A0.5A5.1

8 BASEMENT CODE PLAN

NORTH

NORTH

NORTH