Amendment_0004_Addendum_2_YELL_205796.pdf

Addendum Number: TWO Date Issued: 17 April 2018

Project: Mammoth Hotel Phase II

Guest Wing Renovation

Project Number: 15021.40

Pages in Addendum: TWO + Attachments Prepared By: Dennis Johnson

Kate Tilleman

Issued To: NPS Contracting Officer for release

This Addendum consists of 2 pages and 11 attachments. Revised Fire Watch Notice, Specification 072119, Specification 090320, Specification 097700, Sheet C1.2 r.01, Sheet A5.1 r.01, Sheet A5.2 r.0,1ASK 001r.01, ASK

002, ASK 003, ASK 004, ASK 005.1, ASK 005.2.

Addendum to Contract Documents:

General Clarifications:

1) It is intended that the ¼”x2” continuous steel bar within the handrail assembly in Stair S2 is finished with Black Permalac from Peacock Laboratories or approved equal.

2) In the Attic, there are two pieces to the fan controls. The air balance kit shall be mounted to each respective exhaust fan. The remote speed control shall be mounted in the attic space just west of access on wall along gridline JJ. Each fan speed controller shall be labeled with the respective fan number.

3) Contractor shall provide the ICH referenced within the hazardous materials treatment specifications.

4) Hazardous materials worker training shall be in compliance with all applicable laws and regulations.

5) All thermostats and control valves associated with radiators is to be provided by the mechanical contractor.

6) It is the intention that all existing fir wood flooring will be removed throughout the project to sound substrate. Contractor shall coordinate installation of new sheathing and flooring underlayment required to achieve final floor elevations for transitions indicated within the documents.

7) It is the intention of the work that any wall coverings not indicated as the final finish within the documents will be removed by the contractor.

8) The contractor shall work with utility and government to affect the move/change of main power transformer location. Coordinate work required with utility.

9) Contractor shall ensure that all plumbing piping is installed sloped to allow for shut down and draining of the building of all water.

Project Manual (Specifications):

1) Fire Watch Notice; Delete Fire Watch Notice in its entirety and replace with attached revised

Fire Watch Notice.

2) Insert attached Specification Section 072119 – Foamed-In-Place Insulation to the Project

Specifications for revisions to the insulation work within the attic.

3) Insert attached Specification Section 097700 – Special Wall Panels into the Project

Specifications.

4) Insert attached Specification Section 090320 – Historic Treatment of Plaster in the Project

Specifications for treatment for the historic plaster to remain within the project.

Drawings:

1) ASK 001; Delete and replace with attached ASK 001r.01dated 04/17/2018

2) Sheet A0.3; Delete Details 13 and 14 in their entirety and replace with attached Details 13 and

14 on ASK 002, dated 04/17/2018.

3) Sheet C1.2; Delete Sheet in its entirety and replace with attached revised sheet C1.2 dated

04/17/2018

4) Sheet C4.2; Delete Detail 9 in its entirety.

5) Sheet A2.1; Delete and replace Keynote 12 in its entirety with the following “(E) ELECTRICAL

EQUIPMENT TO BE RELOCATED. REFER TO ELECTRICAL.”

6) Sheet A5.1; Delete sheet in its entirety and replace with attached revised sheet A5.2 dated

04/17/2018.

7) Sheet A5.2; Delete sheet in its entirety and replace with attached revised sheet A5.2 dated

04/17/2018.

8) Sheet A9.19; Delete Detail 4 in its entirety and replace with attached Detail 4 on ASK 003, dated 04/17/2018

9) Sheet A9.22; Delete Detail 11 in its entirety and replace with attached Detail 11 on ASK 004 dated 04/17/2018

10) Refer to ASK 005.1 and ASK 005.2 for additional interior elevations for chair rail conditions in

Hallway 174 and Stair S3 at Hallway 260

11) Sheet E2.5; Add note reading “Provide and install remote speed control, power, and all necessary connections to equipment. Label each controller with their respective fan number identification” at point adjacent to attic light switches in the area of grid JJ.

12) Sheet E2.5; Add note reading “Provide and install air balance kit hardware and connect back to remote speed control.” At the location of each exhaust fan.

END ADDENDUM TWO

A&E 15021.40 MAMMOTH HOT SPRINGS HOTEL REHABILITATION - PHASE II

MAMMOTH HOT SPRINGS

YELLOWSTONE NATIONAL PARK, WYOMING

FIRE WATCH NOTICE - 1 -

FIRE WATCH NOTICE

Contractor shall be responsible for providing a qualified “Fire Watcher,” an individual responsible for 24-hour, 7-days per week fire-watch when BOTH the existing automatic fire sprinkler protection AND automatic fire detection systems are disabled or not operable at anytime during the construction period – without exception.

Contractor shall further be responsible for provide a qualified “Fire Watcher” whenever require to do so by Contractor’s “Hot-Work” operations and as required by Authorities Having Jurisdiction when in their determination the nature of the construction activities require such additional protection for the safety of the building or occupants.

Per NFPA 1 a “Fire Watcher” is:

“A person assigned to be in an area for the express purpose of notifying the fire department of an emergency, preventing a fire from occurring, extinguishing small fires, or protecting the public from fire or life safety dangers addressed in this Code. Specific requirements for personnel, their training, and any equipment are found in the appropriate sections of this Code.”

Contractor shall provide written 72-hours advanced notice to the Contracting Officer prior to enacting a fire-watch period. Contractor shall submit to the Contracting Officer all requirements and applicable training certificates for “Fire Watcher” personnel.

All “Hot-Work” shall be completed only after issuance of a “Hot Work Permit” in accordance with permitting process established by the Authority Having Jurisdiction. Contractor to reference mandatory NFPA 1, Chapter

41.2.3 “Fire Safety During Construction” and at a minimum, comply with the following: When “Hot Works” are performed, Fire Watch is required in accordance with the permit or, if not required, in any area exceeding 400 square feet of floor area (including, but not limited to, crawlspaces, attics, and concealed combustible areas) not protected by an approved and enabled automatic fire suppression system.

At all times during a period of fire watch, the contractor shall provide adequate fire extinguisher quantities and locations, as required by Specification Section 024119 “Selective Demolition” and Section 015000 “Temporary Facilities and Controls.” Coordinate with the Contracting Officer to identify a designated prior-approved authority who shall be in immediate radio contact with Fire Watch personnel at all times during a period of fire watch. Fire Watch personnel shall be provided with adequate 2-way radios to provide immediate notification to a prior-approved authority

A&E 15021.40 MAMMOTH HOT SPRINGS HOTEL REHABILITATION – PHASE II

FOAMED-IN-PLACE INSULATION 072119 - 1

SECTION 072119 - FOAMED-IN-PLACE INSULATION

PART 1 - GENERAL

1.1 SUMMARY

A. Section Includes:

1. Closed-cell spray polyurethane foam.

1.2 ACTION SUBMITTALS

A. Product Data: For each type of product.

1.3 INFORMATIONAL SUBMITTALS

A. Product test reports.

B. Research reports.

PART 2 - PRODUCTS

2.1 CLOSED-CELL SPRAY POLYURETHANE FOAM

A. Closed-Cell Spray Polyurethane Foam: ASTM C 1029, Type II, minimum density of 2.0 lb/cu. ft.

and minimum aged R-value at 1-inch thickness of 6.8 deg F x h x sq. ft./Btu at 75 deg F.

1. Basis-of-Design: Johns Manville “JM Corbond MCS” including manufacturer’s standard fire retardant intumescent coating for all thicknesses or prior approved equal meeting or exceeding the salient characteristics listed below:

a. Compressive Strength: ≥ 35 psi.

b. Closed-cell Content (ASTM D6226): ≥ 90%

c. Water Absorption (ASTM D2842): < 0.020 (gm/cc)

d. Water Vapor Permeance (ASTM E96): < 0.70 perm at 1.5 inch

e. Greenguard Emissions Tests: Pass

f. Surface-Burning Characteristics: Comply with ASTM E 84; testing by a qualified testing agency. Identify products with appropriate markings of applicable testing agency.

1) Flame-Spread Index: 25 or less.

2) Smoke-Developed Index: 450 or less.

3) Rating: Class 1

2. Fire Propagation Characteristics: Passes NFPA 285 testing as part of an approved assembly.

FOAMED-IN-PLACE INSULATION 072119 - 2

PART 3 - EXECUTION

3.1 INSTALLATION

A. Comply with insulation manufacturer's written instructions applicable to products and applications.

B. Spray insulation to envelop entire area to be insulated and fill voids and seal all surfaces or irregularities in construction.

C. Apply in multiple passes to not exceed maximum thicknesses recommended by manufacturer.

Do not spray into rising foam.

END OF SECTION 072119

HISTORIC TREATMENT OF PLASTER 090320 - 1

SECTION 090320 - HISTORIC TREATMENT OF PLASTER

PART 1 - GENERAL

1.1 SUMMARY

A. Section Includes:

1. Repair and treatment of all interior gypsum plaster finishes to remain.

2. Repair and infill of existing door openings at hallways.

B. Related Requirements:

1. Section 013591 "Historic Treatment Procedures" for general historic treatment requirements.

1.2 PREINSTALLATION MEETINGS

A. Preinstallation Conference: Conduct conference at Project site.

1. Review minutes of Preliminary Historic Treatment Conference that pertain to historic treatment of plaster.

2. Review methods and procedures related to historic treatment of plaster and fire protection.

1.3 ACTION SUBMITTALS

A. Product Data: For each type of product.

B. Samples: For each exposed product and for each color and texture specified.

C. Mock-ups: For each type of plaster repair or reconstruction demonstrating all techniques required to establish finish aesthetic effects and quality standards for materials and execution.

1. Number and Size: Two wall surfaces of at least 50 sq. ft. or approximately 48 inches in least dimension to represent surfaces and conditions for application of each type of plaster repair and reconstruction under same conditions as the completed Work. Include at least the following:

a. Repair 10 linear ft. of plaster cracks.

2. Provide mock-ups in number required to receive approval by Contracting Officer at no additional expense.

1.4 QUALITY ASSURANCE

A. Historic Treatment Specialist Qualifications: A qualified historic plastering specialist with expertise in matching and performing the types of historic plasterwork repairs required.

HISTORIC TREATMENT OF PLASTER 090320 - 2

Experience only in installing and repairing new plasterwork, veneer plaster, or gypsum board is insufficient experience for historic treatment work.

PART 2 - PRODUCTS

2.1 GYPSUM PLASTER MATERIALS

A. General: Provide plaster materials to achieve an in-kind match to the historic composition of the plaster to be repaired based on visual and laboratory matching. Materials noted below are a basis for design and shall be modified based on analysis of historic finishes as necessary.

B. Gypsum Materials:

1. Lightweight Gypsum Ready-Mixed Plaster: ASTM C 28/C 28M, with mill-mixed perlite aggregate.

2. High-Strength Gypsum Neat Plaster: ASTM C 28/C 28M; with a minimum, average, dry compressive strength of 2800 psi per ASTM C 472 for a mix of 100 lb of plaster and 2 cu.

ft. of sand.

3. Gypsum Gaging Plaster. ASTM C 28/C 28M.

4. High-Strength Gypsum Gaging Plaster: ASTM C 28/C 28M; with a minimum, average, dry compressive strength of 5000 psi per ASTM C 472 for a neat mix.

5. Gypsum Ready-Mixed Finish Plaster: ASTM C 28/C 28M; manufacturer's standard, mill-mixed, gaged, interior finish.

C. Hydrated Lime: ASTM C 206, Type S or Type N.

D. Aggregates:

1. Aggregate for Base-Coat Plasters: ASTM C 35, sand.

2. Aggregate for Float Finishes: ASTM C 35, sand; graded per ASTM C 842.

E. Fiber: 1/2 to 1 inch in length; composed of cattle, goat, or hog hair or body hair from horses;

free of grease, waxes, and oils; and beaten well to separate fibers before blending into unfibered plaster material.

1. Proportion of Fiber to Unfibered Plaster Material: 3.5 oz./cu. ft. of unfibered plaster material, adjusted as required to produce a well-fibered, cohesive, spreadable, stiff mix with fibers uniformly distributed.

F. Bonding Compound: ASTM C 631.

2.2 LATH

A. Wood Lath: 1/4 inch by 1-1/4 inch sound, straight-grained, wood strips.

2.3 TRIM ACCESSORIES

A. General: According to ASTM C 841 for gypsum plaster; coordinate depth of trim and accessories with thicknesses and number of plaster coats required.

HISTORIC TREATMENT OF PLASTER 090320 - 3

B. Metal Accessories:

1. Cornerite: Fabricated from expanded-metal lath with ASTM A 653/A 653M, G60, hot-dip galvanized zinc coating.

2. Striplath: Fabricated from expanded-metal lath with ASTM A 653/A 653M, G60, hot-dip galvanized zinc coating.

3. Cornerbeads: Fabricated from zinc or zinc-coated (galvanized) steel.

a. Small nose cornerbead with expanded flanges; use unless otherwise indicated.

4. Casing Beads: Fabricated from zinc or zinc-coated (galvanized) steel; square-edged style; with expanded flanges.

5. Control Joints: Fabricated from zinc or zinc-coated (galvanized) steel; one-piece-type, folded pair of unperforated screeds in M-shaped configuration; with perforated flanges and removable protective tape on plaster face of control joint.

2.4 MISCELLANEOUS MATERIALS

A. Water for Mixing and Finishing Plaster: Potable and free of substances capable of affecting plaster set or of damaging plaster, lath, or accessories.

B. Fasteners for Attaching Lath to Substrates:

1. For Lime Plaster: ASTM C 1063.

2. For Gypsum Plaster: ASTM C 841.

3. For Wood Lath: ASTM C 841 requirements for wood-floor-runner or wood-furring fasteners unless otherwise indicated on Drawings.

C. Wire Ties: ASTM A 641/A 641M, Class 1 zinc coating, soft temper, not less than 0.0475-inch diameter, unless otherwise indicated.

PART 3 - EXECUTION

3.1 HISTORIC TREATMENT OF PLASTER, GENERAL

A. General: In treating historic plaster, disturb it as minimally as possible and as follows unless otherwise indicated:

1. Dismantle loose, damaged, or deteriorated plaster, lath, and support systems that cannot be repaired.

2. Verify that substrate surface conditions are suitable for repairs.

3. Provide lath, furring, and support systems for plaster included in the work of this Section.

4. Leave repaired plasterwork in proper condition for painting or applying other finishes as indicated.

5. Install temporary protective measures to protect historic surfaces that shall be treated later.

B. Illumination: Perform plastering work with adequate, uniform illumination that does not distort the flatness or curvature of surfaces.

HISTORIC TREATMENT OF PLASTER 090320 - 4

3.2 PLASTER REMOVAL AND REPLACEMENT, GENERAL

A. Dismantle plaster that is damaged or deteriorated to the minimum limits required. Carefully dismantle areas along straight edges that lie over supports, without damaging surrounding plasterwork.

B. Maintain lath and supporting members in an undamaged condition so far as practicable.

Dismantle damaged lath and supports that cannot be repaired or resecured and replace with new work of same type.

C. Do not deviate more than plus or minus 1/8 inch in 10 feet from a true plane in finished plaster surfaces, as measured by a 10-foot straightedge placed on surface.

D. Clean substrate surfaces to remove grease, waxes, oils, waterborne staining, debris, and other foreign matter and deposits that could impair bond with repair material.

E. Wet wood lath bases before plaster application. Keep substrate damp to the touch but without visible water droplets.

F. Wet remaining plaster abutting the replacement plaster before installing new plasterwork.

G. Finish plaster flush with metal frames and other built-in metal items or accessories that act as a plaster ground unless otherwise indicated. Where casing bead does not terminate plaster at metal frame, cut base coat free from metal frame before plaster sets and groove finish coat at junctures with metal.

H. Provide plaster surfaces that are ready to receive field-applied finishes indicated.

3.3 FLAT GYPSUM-PLASTER REMOVAL AND REPLACEMENT

A. General: Dismantle deteriorated plaster to existing sound plaster at areas of existing plaster finish to remain. Use replacement plaster mixes of gypsum, lime, and aggregate to match in-kind historic; and application according to ASTM C 842 unless otherwise indicated.

B. Gypsum-Plaster Base Coats:

1. Base Coats over Wood Lath: Gypsum as determined to match in-kind historic.

C. Gypsum-Plaster Finish Coats:

1. Finish-Coat Mix for Textured Finishes: Gypsum ready-mixed finish plaster as determined to match in-kind historic.

D. Gypsum-Plaster Finishes: Match finish of existing historic plaster identified by Contracting Officer.

1. Provide textured finish.

HISTORIC TREATMENT OF PLASTER 090320 - 5

3.4 REMOVING AND INSTALLING LATH AND ACCESSORIES

A. General: Dismantle existing plaster as necessary to expose deteriorated or rusted lath, wire ties, and support system, back to firm substrates and supports. Repair with new materials, well secured to existing lath in good condition and to building structure.

1. Cutting: Cut lath so it can be taken out completely from one support to the next. Cut to avoid cracking surrounding plaster.

2. Cut out existing base-coat plaster beyond the edges of the new lath to permit new plaster to extend onto the old lath. Then step subsequent plaster coats to permit new plaster to extend over the old material.

3. Fasten new lath to support system and to good existing lath. Wire tie at least every 6 inches.

4. Install new lath according to ASTM C 841 for gypsum plaster.

B. Wood Lath: Install wood lath in same orientation and spacing as remaining wood lath and with lath ends supported by furring or framing. Stagger ends of adjacent laths over different supports, not aligned, and secure with fasteners at each end and spaced a maximum of 24 inches o.c. into supports.

3.5 PATCH-TYPE REPAIR

A. General: Patch voids, fractured surfaces, and crushed areas in otherwise sound plaster that are larger than cracks.

1. Inspect for deterioration of supporting plaster and lath, and repair or replace deteriorated material as required for a sound substrate.

2. Rake perimeter of hole to sound plaster, and slightly undercut existing plaster to enable replacement plaster to tuck behind existing plaster.

3. Replace missing lath in kind. Bridge gaps in wood lath with expanded-metal lath, overlapping wood by 6 inches and fastening them together.

4. Clean hole to remove loose materials and other foreign matter and deposits that could impair bond with repair material.

5. Wet substrate to damp condition, but without visible water droplets, then install patch material to original profiles.

B. Gypsum-Plaster Mix: Repair mix demonstrated in mockup. Add hair fiber to mix and evenly distribute it without clumps just before spreading.

C. Finishing: Finish flat surfaces flush and with same texture as adjacent existing plaster. For molded plaster shapes, tool surface to restore the sharp edges and the shape of the molded shape to original contours.

D. Hairline cracking within the plaster or plaster separation at edge of a patch is unacceptable.

Completely dismantle such work and reinstall or repair.

3.6 HAIRLINE CRACK REPAIR

A. General: Repair cracks 1/32 inch in width or narrower in otherwise sound plaster.

B. Existing Topcoat: Open crack in existing topcoat to at least 1/8 inch in width and check for broken fiber reinforcement in base coats.

HISTORIC TREATMENT OF PLASTER 090320 - 6

C. Existing Base Coats: Do not open crack wider in existing base coats unless inspection or other indication shows that the fiber reinforcement has broken. Where inspections indicate failure of fiber reinforcement, proceed as for a large crack repair, but only for length of crack with broken fiber reinforcement.

D. Clean out crack to remove loose materials and other foreign matter and deposits that could impair bond with repair material.

E. Wet substrate to damp condition, but without visible water droplets.

F. Force repair material demonstrated in mockup into crack, filling crack to original plaster profile.

G. Finishing: Finish flat surfaces flush and with same texture as adjacent existing plaster. For molded plaster shapes, tool surface to restore the sharp edges and the shape of the molded shape to original contours.

3.7 LARGE CRACK REPAIR

A. General: Repair cracks over 1/32 inch in width in otherwise sound plaster.

B. Open crack to at least 1/8 inch in width and full depth with V-groove tool, and check for bond separation or lath deterioration.

C. Abrade side surfaces of crack and remove inner crack debris by gouging (keying) the inside area of the crack.

D. Clean out crack to remove loose materials and other foreign matter and deposits that could impair bond with repair material.

E. Wet substrate to damp condition, but without visible water droplets.

F. Install repair material demonstrated in mockup to fill crack to original plaster profile.

G. Finishing: Finish flat surfaces flush and with same texture as adjacent existing plaster. For molded plaster shapes, tool surface to restore the sharp edges and the shape of the molded shape to original contours.

END OF SECTION 090320

SPECIAL WALL SURFACES 097700 - 1

SECTION 097700 - SPECIAL WALL SURFACES (FIBERGLASS REINFORCED PLASTIC PANELS)

PART 1 – GENERAL

1.1 SUMMARY

A. The Work of this Section includes fiberglass reinforced plastic (FRP) wall panels.

1.2 SUBMITTALS

A. Product Data: For each product indicated.

B. Shop Drawings showing layout, profiles and product components, including anchorage, accessories, finish colors, patterns and textures. Indicate location and dimension of joints and fastener attachments.

C. Selection and verification samples for finishes, colors and textures.

1. Three (3) 3-inch X 3-inch samples of each surface and color required.

2. Three (3) 3-inch samples of each trim profile and trim color required.

D. Operation and Maintenance Data.

PART 2 - PRODUCTS

2.1 FIBERGLASS REINFORCED PLASTIC (FRP) PANELS

A. Panels:

1. Basis of Design: Vaietex Gel Coat Class C panel by Crane Composites or prior approved equal compliant the following salient characteristics:

a. Surface Texture: Smooth gelcoat, non-divided panel.

b. Thickness: 0.090”

c. Color: Parchment

d. Flexural Strength (ASTM D790): ≥ 15,000 PSI

e. Tensile Strength (ASTM D638): ≥ 8,000 PSI

f. Barcol Hardness (ASTM D2583): ≥ 45

g. Gardner Impact Strength (ASTM D3029): ≥ 25 in-lb

h. Water Absorption (ASTM D570): ≤ 0.16%/24hr@77°F

i. Surface Burning Characteristics (ASTM E84): Class C.

B. Panel Size:

1. Wall Panel: 48-inches wide by 96 inches high.

C. Panel Finish:

1. Exposed Surface: Smooth finish.

2. Back Surface: Smooth. Imperfections that do not affect functional properties are not cause for

SPECIAL WALL SURFACES 097700 - 2

rejection.

D. Trim: Provide panel manufacturer’s standard vinyl moldings. Provide division bar, inside corner, outside corner and end cap. Match panel color.

E. Fasteners: Non-staining nylon drive rivets; match panel colors and length to suit Project conditions.

2.2 ACCESSORY MATERIALS

A. Adhesive: Structural construction adhesive as recommended by adhesive manufacturer.

B. Sealant: Clear silicone sealant as recommended by sealant manufacturer.

PART 3 – EXECUTION

3.1 MANUFACTURER’S INSTRUCTIONS

A. Comply with manufacturer’s product data, including product technical bulletins, product catalog installation instructions and product carton instructions for installation.

3.2 INSTALLATION

A. Fiberglass Reinforced Panel (FRP) Installation:

1. Cut and drill panels with carbide tipped saw blades or drill bits, or cut with snips.

2. Install panels with manufacturer’s recommended gap for panel field and corner joints.

3. Predrill fastener holes in panels with 1/8-inch oversize.

4. For trowel type and application of adhesive, follow adhesive manufacturer’s recommendations.

5. Using products acceptable to panel manufacturer, install FRP system in accordance with panel manufacturer’s printed instructions. Comply with panel manufacturer’s Installation Guide.

3.3 CLEANING

A. Remove temporary coverings and protection of adjacent work areas. Repair or replace damaged installed products. Clean installed products in accordance with manufacturer’s instructions prior to Final Acceptance. Remove construction debris from Project site and legally dispose of debris.

1. Remove any adhesive or excessive sealant from panel face using solvent or cleaner recommended by panel manufacturer.

2. Remove scraps and debris from the site, and leave in a neat and clean condition.

3.4 PROTECTION

A. Protect installed product and finished surfaces from damage during construction.

END OF SECTION 097700

76.26.165.25.1

ELEVATOR

LOBBY

ELEVATOR

LOBBY

ELEVATOR

LOBBY

ELEVATOR

LOBBY

STAIR

S4

STAIR

S4

STAIR

S4

HALLWAY

HALLWAY

HALLWAY

HALLWAY

GUEST

ROOM

GUEST

ROOM

GUEST

ROOM

GUEST

ROOM

STAIR

S4

TOP OF EAVE

± 149'-5-1/2" VIF

F S4.6

F S4.4

F S4.2

F 411.1

F 311.1

F 211.1

F 111.1

F S4.5

F S4.3

F S4.1

VENDING

VENDING

VENDING

VENDING

6.3

SECOND FLOOR

F.F.L. = 116'-2-1/2" VIF

THIRD FLOOR

F.F.L. = 126'-1-1/2" VIF

FOURTH FLOOR

F.F.L. = 136'-0-1/2" VIF

FIRST FLOOR

F.F.L. = 106'-3-1/2" VIF

BUILDING SECTION 90

A5.1

13 BUILDING SECTION

A2.1 : A5.1 1/4" = 1'

A8.1

A5.3

A5.3

A9.13

A9.13

A9.13

A9.13

A9.21

A9.22

A9.22

A9.21

SIM.

SIM.

353637

A9.17

(N) CEILING FRAMING AT GUEST ROOM BATHS

(N) HOIST BEAM

(N) ROOF FRAMING AT (N) ELEVATOR.

(N) ELEVATOR SHAFT

KEYNOTES#

(N) INSULATED WINDOW TO MATCH (E) HISTORIC. VERIFY (E) OPENING.

PROVIDE AND INSTALL (N) WINDOW TRIMS TO MATCH (E) HISTORIC

IN-KIND. REFER TO WINDOW SCHEDULE.

INSTALL (N) BATT INSULATION IN GUESTROOM/ HALLWAY WALL CAVITY.

APPLY (N) WALL FINISH O/ (N) STRUCTURAL SHEATHING ON GUEST ROOM

SIDE ONLY. FINISH TO MATCH (E) HISTORIC WALL FINISH, TYP. REFER TO

STRUCTURAL AND FINISH SCHEDULE.

(E) HISTORIC CORNICE MOLDING AND FRIEZE BOARD. PAINT

(E) TREE TO REMAIN, PROTECT FOR PROJECT DURATION.

(E) CLAPBOARD SIDING. PAINT.

(E) DOOR, FRAME, AND HARDWARE TO BE RESTORED

(N) PAINTED WOOD SOFFIT

(N) DOOR, FRAME, AND HARDWARE IN (N) OPENING1

(N) DOOR, FRAME AND HARDWARE IN (E) OPENING

(N) SLOPED GYP. BD. FINISH ON UNDERSIDE OF (N) WOOD STAIR. FINISH

TO MATCH (E).

(N) WATER TABLE TRIM TO MATCH (E) HISTORIC IN-KIND

(N) CLAPBOARD WALL FINISH TO MATCH (E) CLAPBOARD WALL FINISH

IN-KIND. ALIGN (N) WITH (E) WALL FINISH IN-KIND FOR SEAMLESS

APPEARANCE. PAINT TO MATCH (E).

AT AREAS WHERE FLOOR STRUCTURE IS REVEALED, PROVIDE AND

INSTALL BATT INSULATION BETWEEN FLOOR JOISTS, TYP.

GENERAL NOTES

1. FIELD VERIFY DIMENSIONS. DO NOT SCALE DRAWINGS. NOTIFY C.O. OF

ANY VARIATION FROM INDICATED PRIOR TO COMMENCING WORK.

2. REFER TO ALL DRAWINGS FOR ADDITIONAL INFORMATION.

3. PROVIDE & INSTALL BLOCKING AS NECESSARY TO COMPLETE THE WORK

INDICATED.

4. PROVIDE (N) INTERMEDIATE FIRE BLOCKING IN ALL EXPOSED WALL

CAVITIES.

(N) WOOD STAIR AND TRIMS. PROVIDE AND INSTALL BATT INSULATION

AT INTERSTITIAL SPACE AND AT LANDING FRAMING.

(N) WALL MOUNTED WOOD HANDRAIL. REFER TO A 8.217

18 (E) ATTIC SPACE

INSTALL (N) BATT INSULATION IN EXPOSED EXTERIOR WALL CAVITY O/

(N) AIR BARRIER. APPLY (N) GYP. BD. WALL FINISH O/ NEW STRUCTURAL

SHEATHING. REFER TO STRUCTURAL. FINISH TO MATCH EXISTING. TYP.

(E) WATER TABLE TRIM. PAINT.

INSTALL (N) BATT INSULATION IN GUESTROOM/ HALLWAY WALL CAVITY.

APPLY (N) WALL FINISH TO GUEST ROOM SIDE ONLY. FINISH TO MATCH

(E) HISTORIC WALL FINISH, TYP.

20 (N) FLUTED COLUMN TO MATCH (E) EXTERIOR COLUMNS, IN-KIND

(N) INSULATED WINDOW TO MATCH (E) HISTORIC. PROVIDE AND

INSTALL (N) WINDOW TRIMS TO MATCH (E) HISTORIC IN-KIND. REFER TO

WINDOW SCHEDULE.

22 (N) CONCRETE PAD

23 (N) ATTIC SPACE

24 (N) CONCRETE WALL. REFER TO STRUCTURAL

25 REINSTALL SALVAGED BASE TRIM, TYP.

26 WHERE INSUFFICIENT QUANTITIES OF SALVAGED BASE TRIM EXIST,

PROVIDE AND INSTALL (N) BASE TRIM TO MATCH (E) HISTORIC IN-KIND

27 REINSTALL SALVAGED PENDANT FIXTURE

28 (N) CORNICE MOLDING AND FRIEZE BOARD TO MATCH (E) IN-KIND.

ALIGN W/ EXISTING FOR SEAMLESS APPEARANCE

29 (N) SEMI-FLUSH MOUNT LIGHT FIXTURE

30 (N) WALL SCONCE

31 (N) ATTIC WALKWAY AND (N) EDGE PROTECTION.

32 (N) ROOF ASSEMBLY AT NEW STAIR. ALIGN (N) FINISHED ROOF SURFACE

WITH (E) FOR SEAMLESS APPEARANCE

33 (N) ENTRANCE CANOPY . TRIM PROFILE TO MATCH (E) IN-KIND

34 (E) FOUNDATION, PAINT.

35 AT (E) RIM JOIST, INSTALL (N) SPRAY FOAM INSULATION.

36 AT (E) CONCRETE FOUNDATION WALL, INSTALL (N) RIGID

INSULATION TO (E) CRAWLSPACE FLOOR LEVEL

37 PROVIDE AND INSTALL BATT INSULATION BETWEEN FLOOR JOISTS,

TYP.

38 (N) LIGHTNING PROTECTION COMPONENT. REFER TO ELECTRICAL

AND 8/A9.21

39 (E) CRAWLSPACE

40 REFER TO STRUCTURAL FOR (N) WORK ON (E) PONY WALL.

41 (N) SHEATHING AT (E) PONY WALL. REFER TO STRUCTURAL

42 (N) WOOD PANEL MOLDING AND MILLWORK TO MATCH (E) HISTORIC

IN-KIND

PROVIDE & INSTALL 8" (N) SPRAY FOAM INSULATION IN (E) ROOF FRAMING

CAVITY. APPLY MANUFACTURER'S STANDARD INTUMESCENT COATING AS

FINISH. APPLY CONTINUOUSLY AND ENSURE ALL PENETRATIONS AND

STRUCTURE ARE SEALED.

44 (N) SHEARWALL SHEATHING AT (E) 2x6 BEARING WALL. REFER TO

STRUCTURAL.

INSTALL 2" RIGID INSULATION ON THE EXTERIOR. CONT TO TOP OF

FOOTING.49

-50

-51

TYP.

A8.0

40 40

SIM.

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15021.40

MAMMOTH HOTEL PHASE II

GUEST WING RENOVATION

NATIONAL PARK SERVICE - US DEPARTMENT OF THE INTERIOR

MAMMOTH HOT SPRINGS, WY - YELLOWSTONE NATIONAL PARK

YELL 101

135239

30402.28.2018

PKG 1

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

PROJECT NO:

DESIGNED

CADD

TECH. REVIEW

DATE

SUB SHEET NO. DRAWING NO.

PKG.

NO.

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PROVIDE AND INSTALL 5" (N) SPRAY FOAM INSULATION IN (E) WALL CAVITY

AT ATTIC ONLY. APPLY MANUFACTURER'S STANDARD INTUMESCENT

COATING AS FINISH. APPLY CONTINUOUSLY AND ENSURE ALL

PENETRATIONS AND STRUCTURE ARE SEALED.

AutoCAD SHX Text

A & E ARCHITECTS P.C.

AutoCAD SHX Text

JAMES R. MCDONALD

AutoCAD SHX Text

WYOMING

AutoCAD SHX Text

MISSOULA

AutoCAD SHX Text C-1435

76.26.165.25.1

HISTORIC

BATH

111A

HISTORIC

BATH

211A

HISTORIC

BATH

311A

HISTORIC

BATH

411A

ELEVATOR

LOBBY

ELEVATOR

LOBBY

ELEVATOR

LOBBY

HALLWAY

HALLWAY

HALLWAY

HALLWAY

GUEST

ROOM

GUEST

ROOM

GUEST

ROOM

GUEST

ROOM

VESTIBULE

ELEVATOR

E2

VESTIBULE ENTRY

F.F.L. = REFER TO CIVIL

J 133.2

F 411A.1

F 311A.1

F 211A.1

F 111A.1

H 133.1

6.3

ELEVATOR PIT

F.F.L. = 97'-1.75"

MACHINE

ROOM

E2.1

TOP OF EAVE

± 149'-5-1/2" VIF

SECOND FLOOR

F.F.L. = 116'-2-1/2" VIF

THIRD FLOOR

F.F.L. = 126'-1-1/2" VIF

FOURTH FLOOR

F.F.L. = 136'-0-1/2" VIF

FIRST FLOOR

F.F.L. = 106'-3-1/2" VIF

BRASS ACCESSORY MEMOIRS K-490

BRASS

ACCESSORY MEMOIRS K-490

BRASS ACCESSORY MEMOIRS K-490

BRASS ACCESSORY MEMOIRS

K-490

(N) CEILING FRAMING AT GUEST ROOM BATHS

(N) HOIST BEAM

(N) ROOF FRAMING AT (N) ELEVATOR.

(N) ELEVATOR SHAFT

KEYNOTES#

(N) INSULATED WINDOW TO MATCH (E) HISTORIC. VERIFY (E) OPENING.

PROVIDE AND INSTALL (N) WINDOW TRIMS TO MATCH (E) HISTORIC

IN-KIND. REFER TO WINDOW SCHEDULE.

INSTALL (N) BATT INSULATION IN GUESTROOM/ HALLWAY WALL CAVITY.

APPLY (N) WALL FINISH O/ (N) STRUCTURAL SHEATHING ON GUEST ROOM

SIDE ONLY. FINISH TO MATCH (E) HISTORIC WALL FINISH, TYP. REFER TO

STRUCTURAL AND FINISH SCHEDULE.

(E) HISTORIC CORNICE MOLDING AND FRIEZE BOARD. PAINT

(E) TREE TO REMAIN, PROTECT FOR PROJECT DURATION.

(E) CLAPBOARD SIDING. PAINT.

(E) DOOR, FRAME, AND HARDWARE TO BE RESTORED

(N) PAINTED WOOD SOFFIT

(N) DOOR, FRAME, AND HARDWARE IN (N) OPENING1

(N) DOOR, FRAME AND HARDWARE IN (E) OPENING

(N) SLOPED GYP. BD. FINISH ON UNDERSIDE OF (N) WOOD STAIR. FINISH

TO MATCH (E).

(N) WATER TABLE TRIM TO MATCH (E) HISTORIC IN-KIND

(N) CLAPBOARD WALL FINISH TO MATCH (E) CLAPBOARD WALL FINISH

IN-KIND. ALIGN (N) WITH (E) WALL FINISH IN-KIND FOR SEAMLESS

APPEARANCE. PAINT TO MATCH (E).

AT AREAS WHERE FLOOR STRUCTURE IS REVEALED, PROVIDE AND

INSTALL BATT INSULATION BETWEEN FLOOR JOISTS, TYP.

GENERAL NOTES

1. FIELD VERIFY DIMENSIONS. DO NOT SCALE DRAWINGS. NOTIFY C.O. OF

ANY VARIATION FROM INDICATED PRIOR TO COMMENCING WORK.

2. REFER TO ALL DRAWINGS FOR ADDITIONAL INFORMATION.

3. PROVIDE & INSTALL BLOCKING AS NECESSARY TO COMPLETE THE WORK

INDICATED.

4. PROVIDE (N) INTERMEDIATE FIRE BLOCKING IN ALL EXPOSED WALL

CAVITIES.

(N) WOOD STAIR AND TRIMS. PROVIDE AND INSTALL BATT INSULATION

AT INTERSTITIAL SPACE AND AT LANDING FRAMING.

(N) WALL MOUNTED WOOD HANDRAIL. REFER TO A 8.217

18 (E) ATTIC SPACE

INSTALL (N) BATT INSULATION IN EXPOSED EXTERIOR WALL CAVITY O/

(N) AIR BARRIER. APPLY (N) GYP. BD. WALL FINISH O/ NEW STRUCTURAL

SHEATHING. REFER TO STRUCTURAL. FINISH TO MATCH EXISTING. TYP.

(E) WATER TABLE TRIM. PAINT.

INSTALL (N) BATT INSULATION IN GUESTROOM/ HALLWAY WALL CAVITY.

APPLY (N) WALL FINISH TO GUEST ROOM SIDE ONLY. FINISH TO MATCH

(E) HISTORIC WALL FINISH, TYP.

20 (N) FLUTED COLUMN TO MATCH (E) EXTERIOR COLUMNS, IN-KIND

(N) INSULATED WINDOW TO MATCH (E) HISTORIC. PROVIDE AND

INSTALL (N) WINDOW TRIMS TO MATCH (E) HISTORIC IN-KIND. REFER TO

WINDOW SCHEDULE.

22 (N) CONCRETE PAD

23 (N) ATTIC SPACE

24 (N) CONCRETE WALL. REFER TO STRUCTURAL

25 REINSTALL SALVAGED BASE TRIM, TYP.

26 WHERE INSUFFICIENT QUANTITIES OF SALVAGED BASE TRIM EXIST,

PROVIDE AND INSTALL (N) BASE TRIM TO MATCH (E) HISTORIC IN-KIND

27 REINSTALL SALVAGED PENDANT FIXTURE

28 (N) CORNICE MOLDING AND FRIEZE BOARD TO MATCH (E) IN-KIND.

ALIGN W/ EXISTING FOR SEAMLESS APPEARANCE

29 (N) SEMI-FLUSH MOUNT LIGHT FIXTURE

30 (N) WALL SCONCE

31 (N) ATTIC WALKWAY AND (N) EDGE PROTECTION.

32 (N) ROOF ASSEMBLY AT NEW STAIR. ALIGN (N) FINISHED ROOF SURFACE

WITH (E) FOR SEAMLESS APPEARANCE

33 (N) ENTRANCE CANOPY . TRIM PROFILE TO MATCH (E) IN-KIND

34 (E) FOUNDATION, PAINT.

35 AT (E) RIM JOIST, INSTALL (N) SPRAY FOAM INSULATION.

36 AT (E) CONCRETE FOUNDATION WALL, INSTALL (N) RIGID

INSULATION TO (E) CRAWLSPACE FLOOR LEVEL

37 PROVIDE AND INSTALL BATT INSULATION BETWEEN FLOOR JOISTS,

TYP.

38 (N) LIGHTNING PROTECTION COMPONENT. REFER TO ELECTRICAL

AND 8/A9.21

39 (E) CRAWLSPACE

40 REFER TO STRUCTURAL FOR (N) WORK ON (E) PONY WALL.

41 (N) SHEATHING AT (E) PONY WALL. REFER TO STRUCTURAL

42 (N) WOOD PANEL MOLDING AND MILLWORK TO MATCH (E) HISTORIC

IN-KIND

PROVIDE & INSTALL 8" (N) SPRAY FOAM INSULATION IN (E) ROOF FRAMING

CAVITY. APPLY MANUFACTURER'S STANDARD INTUMESCENT COATING AS

FINISH. APPLY CONTINUOUSLY AND ENSURE ALL PENETRATIONS AND

STRUCTURE ARE SEALED.

44 (N) SHEARWALL SHEATHING AT (E) 2x6 BEARING WALL. REFER TO

STRUCTURAL.

INSTALL 2" RIGID INSULATION ON THE EXTERIOR. CONT TO TOP OF

FOOTING.49

-50

-51

BUILDING SECTION 91

A5.2

13 BUILDING SECTION

A2.1 : A5.2 1/4" = 1'

A5.3

A9.22

TYP.

40 40

15 15

A9.21

SIM.

A9.21

SIM.

A9.22

A9.21

SIM.

A9.18

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15021.40

MAMMOTH HOTEL PHASE II

GUEST WING RENOVATION

NATIONAL PARK SERVICE - US DEPARTMENT OF THE INTERIOR

MAMMOTH HOT SPRINGS, WY - YELLOWSTONE NATIONAL PARK

YELL 101

135239

30402.28.2018

PKG 1

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

PROJECT NO:

DESIGNED

CADD

TECH. REVIEW

DATE

SUB SHEET NO. DRAWING NO.

PKG.

NO.

SHEET

OF

TITLE OF SHEET

REVISIONS

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PMIS NO. 205796

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PROVIDE AND INSTALL 5" (N) SPRAY FOAM INSULATION IN (E) WALL CAVITY

AT ATTIC ONLY. APPLY MANUFACTURER'S STANDARD INTUMESCENT

COATING AS FINISH. APPLY CONTINUOUSLY AND ENSURE ALL

PENETRATIONS AND STRUCTURE ARE SEALED.

AutoCAD SHX Text

A & E ARCHITECTS P.C.

AutoCAD SHX Text

JAMES R. MCDONALD

AutoCAD SHX Text

WYOMING

AutoCAD SHX Text

MISSOULA

AutoCAD SHX Text C-1435

BILLINGS | BOZEMAN | MISSOULA

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15021.40

MAMMOTH HOTEL PHASE II - GUEST WING RENOVATION

MAMMOTH HOT SPRINGS, WY - YELLOWSTONE NATIONAL PARK

NATIONAL PARK SERVICE - US DEPARTMENT OF THE INTERIOR R.01

ASK 001 R.01 - NORTH STAIR - WALL FINISH WORK 04.09.2018

PMIS NO. 205796

YELL 101

135239

1 NORTH STAIR S5 - TYP. DEMO WALL FINISH

D2.1 : ASK 001 1/4" = 1'

NORTH

2 NORTH STAIR S5 - TYP. (N) WALL FINISH

A2.1 : ASK 001 1/4" = 1'

NORTH

STAIR

S5

S5.1

STAIR

S5

CORRIDOR

HALLWAY

1. HAZARDOUS MATERIALS (ASBESTOS CONTAINING MATERIALS, MERCURY, PCB MATERIALS, CFC MATERIALS, & LEAD) ARE PRESENT WITHIN THE AREA OF WORK. CONTRACTOR SHALL REFER TO "LIMITED HAZARDOUS MATERIALS INSPECTION, REHABILITATION PHASE II, MAMMOTH HOTEL, MAMMOTH HOT SPRINGS, YELLOWSTONE NATIONAL PARK, WYOMING," PREPARED BY TETRA TECH INC. ON JANUARY 9, 2017.

2. CONTRACTOR SHALL PREPARE TREATMENT PLAN AND ABATE ALL ASBESTOS CONTAINING MATERIALS PER SECTION 028200 THAT WILL BE DISTURBED BY DEMOLITION ACTIVITIES OR THE EXECUTION OF THE WORK.

3. CONTRACTOR SHALL PREPARE TREATMENT PLAN AND ABATE ALL POLYCHLORINATED BIPHENYL CONTAINING MATERIALS PER SECTION 028400 THAT WILL BE DISTURBED BY DEMOLITION ACTIVITIES OR THE EXECUTION

OF THE WORK.

4. CONTRACTOR SHALL PREPARE TREATMENT PLAN AND ABATE ALL MERCURY CONTAINING MATERIALS PER SECTION 028700 THAT WILL BE DISTURBED BY DEMOLITION ACTIVITIES OR THE EXECUTION OF THE WORK.

5. CONTRACTOR SHALL BE AWARE OF LEAD CONTAINING MATERIALS WITHIN THE AREA OF WORK AND TAKE ALL NECESSARY PRECAUTIONS REQUIRED TO SAFELY WORK AROUND AND WITH LEAD CONTAINING MATERIALS.

CONTRACTOR SHALL MAKE THEMSELVES AWARE OF ALL LAWS AND REGULATIONS PERTAINING TO THE TREATMENT OF LEAD IN CONSTRUCTION AND ENSURE THE SAFETY OF THEIR EMPLOYEES AND THE GENERAL

PUBLIC AT ALL TIMES.

HAZARDOUS MATERIALS NOTES

UP

DN

UP

DN

100.2

NOTE: WORK SHOWN IS TYPICAL FOR ALL FLOORS OF STAIR S5 AND COMPLIMENTARY TO THE WORK SHOWN IN THE CONSTRUCTION DOCUMENTS. REFER TO CONSTRUCTION DOCUMENTS FOR ADDITIONAL WORK, THIS AREA.

PROVIDE AND INSTALL BATT INSULATION

TO FILL (E) WALL CAVITY. PROVIDE AND

INSTALL (N) VAPOR RETARDER. PROVIDE

AND INSTALL (N) GYP. BD. WALL FINISH TO

REPLACE (E). PAINT P1.

F3

W1

SIM.

EXTEND 1-HR FIRE-RESISTIVE WALL

CONSTRUCTON RATING 10 FT FROM

FACE OF INTERSECTING EXTERIOR

WALL

LEGEND

INDICATES 2-HR FIRE RESISTIVE RATED WALL

CONSTRUCTION

INDICATES 1-HR FIRE RESISTIVE RATED WALL

CONSTRUCTION

INDICATES NEW EXIT SIGN. FILLED REGION

INDICATES SIGN DIRECTION. IN LOCATIONS WHERE

(2) SIGNS ARE INDICATED, (1) SIGN IS TO BE

CEILING-MOUNTED, AND THE OTHER IS LOW

WALL-MOUNTED SIGN. REFER ALSO TO ELECTRICAL.

EXTEND 1-HR FIRE-RESISTIVE WALL

CONSTRUCTON RATING 10 FT FROM

FACE OF INTERSECTING EXTERIOR

WALL PREP AND REPAINT ALL PAINTED METAL

STAIR COMPONENTS INCLUDING, RISERS,

HANDRAILS, GUARDRAILS, AND STRINGERS.

PAINT PC.

PREP, REPAINT, AND

REINSTALL (E) HANDRAIL

AND BRACKETS. PAINT PC.

CAREFULLY REMOVE (E)

INTERIOR WALL FINISH AND

(E) INSULATION ONLY. (E)

WALL FRAMING

CONSTRUCTION TO REMAIN,

PROTECT.

PREP, REPAINT, AND

REINSTALL (E) HANDRAIL

AND BRACKETS. PAINT PC.

PROVIDE AND INSTALL

BATT INSULATION TO FILL

(E) WALL CAVITY. PROVIDE

AND INSTALL (N) GYP. BD.

WALL FINISH TO REPLACE

(E). PAINT P1.

REINSTALL (E) WINDOW

TRIMS IN-PLACE. PAINT. TP1.

PREP AND REPAINT ALL

PAINTED METAL STAIR

COMPONENTS INCLUDING,

RISERS, HANDRAILS,

GUARDRAILS, AND

STRINGERS. PAINT PC.

EXISTING PHOTOS - NORTH STAIR S5

CLEAN (E) CONCRETE STAIR

LANDINGS AND TREADS.

SEAL.

REMOVE AND SALVAGE (E)

HANDRAILS AND BRACKETS

FOR REINSTALLATION.

CLEAN (E) CONCRETE STAIR

LANDINGS AND TREADS.

SEAL.

ASK 001

04.17.2018

NOTE: WORK SHOWN IS TYPICAL FOR ALL FLOORS OF STAIR S5 AND COMPLIMENTARY TO THE WORK SHOWN IN THE CONSTRUCTION DOCUMENTS. REFER TO CONSTRUCTION DOCUMENTS FOR ADDITIONAL WORK, THIS AREA.

NOTE: WORK SHOWN IS TYPICAL FOR ALL FLOORS OF STAIR S5 AND

COMPLIMENTARY TO THE WORK SHOWN IN THE CONSTRUCTION

DOCUMENTS. REFER TO CONSTRUCTION DOCUMENTS FOR ADDITIONAL

WORK, THIS AREA.

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15021.40

MAMMOTH HOTEL PHASE II - GUEST WING RENOVATION

MAMMOTH HOT SPRINGS, WY - YELLOWSTONE NATIONAL PARK

NATIONAL PARK SERVICE - US DEPARTMENT OF THE INTERIOR ASK 002

ASK 002 - INTERIM WINDOW DETAILS 04.17.2018

PMIS NO. 205796

YELL 101

135239

13 WINDOW HEAD/JAMB INTERIM INSTALL DTL.

A0.3 : ASK002 3" = 1'

NEW EXTERIOR CASING

TRIMS TO MATCH IN-KIND

HISTORIC.

NEW WINDOW UNITS & TRIMS

EXISTING WALL ASSEMBLY

PATCH AND REPAIR EXISTING

WALL FINISH - TOUCH UP PAINT

FINISH TO MATCH EXISTING..

PROVIDE (N) PNT. WD. TRIM

SPACER TO ACCOMMODATE

INCREASED WALL THICKNESS

OF FINAL WALL FINISH.

INSTALL SALVAGED/TEMPORARY

STOOL, SILL, AND APRON TRIMS.

PROVIDE NEW FINAL TRIMS

FOLLOWING NEW STRUCTURAL

UPGRADES AND WALL FINISH

INSTALLATION.- PAINT.

NE

W

EX

IS

T.

NE

W

EX

IS

T.

NE

W

EX

IS

T.

NE

W

EX

IS

T.

REPLACE EXISTING WOOD SIDING ONLY IF

NECESSARY TO ACCOMMODATE NEW

WINDOW INSTALLATION. TAKE STEPS TO

MITIGATE IMPACT ADJACENT EXISTING SIDING.

NEW SIDING TO MATCH IN-KIND. PAINT.

EXISTING WALL ASSEMBLY -

COMPLETE STRUCTURAL

UPGRADES AND FINISH

REPLACEMENT ONLY UPON

RELEASE OF WORK AREA TWO.

PROVIDE (N) PAINTED WOOD TRIMS

SPACER TO ACCOMMODATE FUTURE

INCREASE WALL THICKNESS.

1 2"

NEW WOOD WINDOW UNIT. PROVIDE

JAMB IN THICKNESS OF FINAL WALL

FINISH.

REPAIR EXISTING WALL FINISH

FOLLOWING WINDOW INSTALLATION TO

IN-KIND CONDITION. TOUCH UP PAINT.

INSTALL SALVAGED/TEMPORARY

STOOL, SILL, AND APRON TRIMS.

PROVIDE NEW FINAL TRIMS

FOLLOWING NEW STRUCTURAL

UPGRADES AND WALL FINISH

INSTALLATION.- PAINT.

INSTALL NEW

COPPER DRIP

FLASHING -

TYPICAL.

REPLACE EXISTING WOOD SIDING ONLY IF

NECESSARY TO ACCOMMODATE NEW WINDOW

INSTALLATION. TAKE STEPS TO MITIGATE

IMPACT ADJACENT EXISTING SIDING. NEW

SIDING TO MATCH IN-KIND. PAINT.

NEW EXTERIOR

CASING TRIMS TO

MATCH IN-KIND

HSITORIC.

14 WINDOW SILL INTERIM INSTALL DTL.

A0.3 : ASK 002 3" = 1'

NEW WOOD WINDOW UNIT. SASH

PROFILE TO MATCH (E) HISTORIC,

TYP.

NEW WOOD WINDOW UNIT. SASH

PROFILE TO MATCH (E) HISTORIC,

TYP.

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15021.40

MAMMOTH HOTEL PHASE II - GUEST WING RENOVATION

MAMMOTH HOT SPRINGS, WY - YELLOWSTONE NATIONAL PARK

NATIONAL PARK SERVICE - US DEPARTMENT OF THE INTERIOR ASK 003

ASK 003 - WINDOW SILL DETAIL

04.17.2018

PMIS NO. 205796

YELL 101

135239

4 WINDOW SILL DETAIL

A9.19 : ASK 003 3" = 1'

(N) DOUBLE-HUNG

WINDOW. REFER TO

WINDOW SCHEDULE

EXTERIOR WINDOW SILL

AND STOOL TO MATCH (E)

HISTORIC IN-KIND. REFER

TO WINDOW SCHEDULE

WOOD FRAMING

A9.19

8 (N) WINDOW SASH

PROFILE TO MATCH (E).

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15021.40

MAMMOTH HOTEL PHASE II - GUEST WING RENOVATION

MAMMOTH HOT SPRINGS, WY - YELLOWSTONE NATIONAL PARK

NATIONAL PARK SERVICE - US DEPARTMENT OF THE INTERIOR ASK 004

ASK 004 - ROOF AND WINDOW AT (N) ENTRANCE CANOPY

04.17.2018

PMIS NO. 205796

YELL 101

135239

11 ROOF AND WINDOW AT (N) ENTRANCE CANOPY

A9.22 : ASK 004 3" = 1'

A9.19

STAIR

S4

NOTE:

COORDINATE ALL ROOF DETAILS WITH

THE MANUFACTURER'S REQUIREMENTS

FOR SELECTED SYSTEM AND WARRANTY

REQUIREMENTS BASED ON FIELD

CONDITIONS.

VARIES

(N) PAINTED T&G WOOD

SOFFIT TO MATCH (E) AT

PORTE COCHERE

IN-KIND

ROOF FRAMING PER

STRUCTURAL

2X4 SOFFIT FRAMING

ANODIZED ALUMINUM

EXTRUSION 1"

EXPOSED

TO

MATCH

EXTERIOR

EDGE

FIRE BLOCKING

@ EACH FLOOR

LEVEL AND 8'-0"

SPACING,

TYPICAL.

EXTEND REINFORCED MEMBRANE

BEHIND FLASHING AND UNDER

WINDOW FRAME, TYP.

PRE-FINISHED MTL FLASHING

FASTENER AND METAL PLATE PER

MANUFACTURER

REINFORCED SEAM PER

MANUFACTURER

MEMBRANE ROOF SYSTEM O/

COVER BOARD O/ SLOPED RIGID

INSULATION O/ STRUCTURAL

SHEATHING

PRESERVATIVE-TREATED WOOD

TRIM TO MATCH (E). PAINT.

PRESERVATIVE-TREATED

BLOCKING

LEDGER PER

STRUCTURAL

SIM.

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15021.40

MAMMOTH HOTEL PHASE II - GUEST WING RENOVATION

MAMMOTH HOT SPRINGS, WY - YELLOWSTONE NATIONAL PARK

NATIONAL PARK SERVICE - US DEPARTMENT OF THE INTERIOR ASK 005.1

ASK 005.1 - INTERIOR ELEVATIONS - HALLWAY 174 CHAIR RAIL 04.17.2018

PMIS NO. 205796

YELL 101

135239

4 HALLWAY 174 - SOUTH

ASK005.1 : ASK 005.1 1/4" = 1'

1 HALLWAY 174 - NORTH

A005.1 : ASK 005.1 1/4" = 1'

5 HALLWAY 174 - WEST

A6.1 : ASK 005.1 1/4" = 1'

2 HALLWAY 174 - EAST

A6.1 : ASK 005.1 1/4" = 1'

(E) HISTORIC CHAIR RAIL TO

REMAIN, PROTECT. (RECENTLY

RESTORED AND REINSTALLED IN

PHASE 1 WORK.)

RESTORE AND

REINSTALL

SALVAGED (E)

HISTORIC CHAIR

RAIL. PROVIDE (N)

TO MATCH (E)

HISTORIC IN-KIND

WHERE

INSUFFICIENT

QUANTITIES EXIST.

RESTORE AND REINSTALL

SALVAGED (E) HISTORIC

CHAIR RAIL. PROVIDE (N) TO

MATCH (E) HISTORIC IN-KIND

WHERE INSUFFICIENT

QUANTITIES EXIST.

AT (E) RAMP, CAREFULLY REMOVE (E) CHAIR

RAIL TRIM TO EXTENT NECESSARY TO

INSTALL SECTION OF CHAIR RAIL PARALLEL

TO RAMP. PATCH AND REPAIR WALL AS

NECESSARY. REINSTALL IN (N)

CONFIGURATION AT HISTORIC ELEVATION

AFF.

PAINT-P2 BLW CHAIR RAIL

TO MATCH (E) IN-KIND.

PAINT-P1 ABV CHAIR RAIL

TO MATCH (E) IN-KIND.

EQ

.EQ.

RESTORE AND

REINSTALL

SALVAGED (E)

HISTORIC CHAIR

RAIL. PROVIDE (N)

TO MATCH (E)

HISTORIC IN-KIND

WHERE

INSUFFICIENT

QUANTITIES EXIST.

(E) WALL FINISH TO

REMAIN, PROTECT

NOTE: TERMINATE CHAIR

RAIL INTO CORNER

PROTECTION W/ WHOLE

SCALLOP, TYP.

NOTE: TERMINATE CHAIR

RAIL INTO CORNER

PROTECTION W/ WHOLE

SCALLOP, TYP.

NOTE: WORK SHOWN COMPLIMENTARY TO THE WORK SHOWN IN THE CONSTRUCTION

DOCUMENTS. REFER TO CONSTRUCTION DOCUMENTS FOR ADDITIONAL WORK, THIS AREA.

(E) DECORATIVE METAL RAILING SUPPORT

AT RAMP BEHIND TO REMAIN, PROTECT.

NOTE: (N) AT SECOND FLR STAIR S3 TO

MATCH (E) IN-KIND.

HALLWAY 100 - WEST

HALLWAY 100 - EAST

TYP.A9.08

NOTE: WORK SHOWN COMPLIMENTARY TO THE WORK SHOWN IN THE CONSTRUCTION

DOCUMENTS. REFER TO CONSTRUCTION DOCUMENTS FOR ADDITIONAL WORK, THIS AREA.

NOTE: WORK SHOWN COMPLIMENTARY TO THE WORK SHOWN IN THE CONSTRUCTION

DOCUMENTS. REFER TO CONSTRUCTION DOCUMENTS FOR ADDITIONAL WORK, THIS AREA.

NOTE: WORK SHOWN COMPLIMENTARY TO THE WORK SHOWN IN THE CONSTRUCTION

DOCUMENTS. REFER TO CONSTRUCTION DOCUMENTS FOR ADDITIONAL WORK, THIS AREA.

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pm sheet project owner project # revision date issue date

15021.40

MAMMOTH HOTEL PHASE II - GUEST WING RENOVATION

MAMMOTH HOT SPRINGS, WY - YELLOWSTONE NATIONAL PARK

NATIONAL PARK SERVICE - US DEPARTMENT OF THE INTERIOR ASK 005.2

ASK 005.2 - INTERIOR ELEVATIONS - STAIR S3 CHAIR RAIL AT HALLWAY 260 04.17.2018

PMIS NO. 205796

YELL 101

135239

4 STAIR S3 AT HALLWAY 260 - SOUTH

A005.2 : ASK 005.2 1/4" = 1'

1 STAIR S3 AT HALLWAY 260 - NORTH

A005.2 : ASK 005.2 1/4" = 1'

5 STAIR S3 AT HALLWAY 260 - WEST

A005.2 : ASK 005.2 1/4" = 1'

2 STAIR S3 AT HALLWAY 260 - EAST

A005.2 : ASK 005.2 1/4" = 1'

RESTORE AND

REINSTALL

SALVAGED (E)

HISTORIC CHAIR

RAIL. PROVIDE (N)

TO MATCH (E)

HISTORIC IN-KIND

WHERE

INSUFFICIENT

QUANTITIES EXIST.

RESTORE AND

REINSTALL

SALVAGED (E)

HISTORIC CHAIR

RAIL. PROVIDE (N)

TO MATCH (E)

HISTORIC IN-KIND

WHERE

INSUFFICIENT

QUANTITIES EXIST.

RESTORE AND

REINSTALL

SALVAGED (E)

HISTORIC CHAIR

RAIL. PROVIDE (N)

TO MATCH (E)

HISTORIC IN-KIND

WHERE

INSUFFICIENT

QUANTITIES EXIST.

RESTORE AND

REINSTALL SALVAGED

(E) HISTORIC CHAIR

RAIL. PROVIDE (N) TO

MATCH (E) HISTORIC

IN-KIND WHERE

INSUFFICIENT

QUANTITIES EXIST.

CORNER

PROTECTION

DECORATIVE METAL

RAILING SUPPORT

FROM WALL TO MATCH

CONFIGURATION OF

HISTORIC GREEK KEY

AT FIRST FLOOR RAMP

11"

(N) WD HANDRAIL

AND BRACKETS.

REFER TO 4/A8.2

NOTE: TERMINATE CHAIR

RAIL INTO CORNER

PROTECTION W/ WHOLE

SCALLOP, TYP.

NOTE: WORK SHOWN COMPLIMENTARY TO THE WORK SHOWN IN THE CONSTRUCTION

DOCUMENTS. REFER TO CONSTRUCTION DOCUMENTS FOR ADDITIONAL WORK, THIS AREA.

TYP.

A9.08

NOTE: WORK SHOWN COMPLIMENTARY TO THE WORK SHOWN IN THE CONSTRUCTION

DOCUMENTS. REFER TO CONSTRUCTION DOCUMENTS FOR ADDITIONAL WORK, THIS AREA.

NOTE: WORK SHOWN COMPLIMENTARY TO THE WORK SHOWN IN THE CONSTRUCTION

DOCUMENTS. REFER TO CONSTRUCTION DOCUMENTS FOR ADDITIONAL WORK, THIS AREA.

NOTE: WORK SHOWN COMPLIMENTARY TO THE WORK SHOWN IN THE CONSTRUCTION

DOCUMENTS. REFER TO CONSTRUCTION DOCUMENTS FOR ADDITIONAL WORK, THIS AREA. 5 STAIR S3 RAILING

A005.2 : ASK 005.2 1/4" = 1'

MATCH UPRIGHT SIZE TO

HISTORIC EXAMPLE.

MATCH CROSS BAR SIZE

TO HISTORIC EXAMPLE.

MATCH GREEK KEY SIZE

TO HISTORIC EXAMPLE.

ENSURE ARRANGEMENT

IS CENTERED WITHIN

SPACE. MATCH TOP &

BOTTOM IN SAME

DIRECTION AND

ARRANGEMENT.

HANDRAIL TO

MATCH IN-LAID

MAHOGANY.

RADIUS END &

RETURN TO SOUTH

SIDE OF RAIL WITH

CURVED BAR

PROFILE TO MATCH

HISTORIC.

MATCH STAR CENTER

MEDALLION TO HISTORIC

EXAMPLE. ROUND STAR

POINTS FOR SAFETY.

MATCH BASE PLATE AND ATTACHMENT.

ENSURE SOLID BLOCKING BELOW.

STAIR

FLOOR LINE

PROVIDE HANDRAIL

SUPPORT TO MATCH

HORIZONTAL BAR

PROFILE AT KEY

10"

31 4"

4" 33 4"

2'-

4"