B08_Section_J_Attachment_1_307127_Rehab_Exteriors_Ft_Yellowstone_CD_Drawings_23_AUG_2024_Part7.pdf

33.1 33.2 33.3

33.A

33.B

7" / 12"

7" / 12"

7 1/2" / 12"

35' - 4"

33-A103

33-A1032

33-A104

33-A104 2

(E)DS

(E)DS

(E)DS(E)DS

(E)DS

DEMOLITION ROOF PLAN NOTES

1. SEE SHEET G-003 FOR GENERAL NOTES AND SYMBOLS.

2. REFER TO ENTIRE CONSTRUCTION DOCUMENTS FOR

COORDINATION AND EXTENT OF ADDITIONAL WORK NOT

SHOWN ON ARCHITECTURAL DRAWINGS.

3. AT CLAY TILE ROOFS - REMOVE GUTTERS FOR

RESTORATION. REPLACE WOOD FASCIA NAILER AND TRIM (E)

GUTTER STRAPS AS NEEDED FOR GUTTER REINSTALLATION.

4. AT METAL SHINGLE ROOFS: REMOVE ROOF SHINGLES,

WEATHER BARRIER, FLASHING, FURRING, AND GUTTERS DOWN

TO TOP LAYER OF SHEATHING. REPLACE OUTERMOST 1X

SHEATHING BOARD IN KIND WHERE INDICATED PER

STRUCTURAL DRAWINGS. SALVAGE METAL ROOF SHINGLES

AND FINIALS. PROVIDE TO CONTRACTING OFFICER.

5. AT WOOD SHINGLE ROOFS: REMOVE ROOF SHINGLES,

WEATHER BARRIER, FLASHING, FURRING, AND GUTTERS DOWN

TO TOP LAYER OF SHEATHING. REPLACE OUTERMOST 1X

SHEATHING BOARD IN KIND AT ALL EAVE LOCATIONS.

6. WHERE A LOWER ROOF IS OBSCURED, SEE PLAN LEVEL

WHERE NOT OBSCURED FOR ADDITIONAL INFORMATION.

7. ROOF SLOPES ARE APPROXIMATE AND FOR REFERENCE

ONLY.

8. CONFIRM LOCATION OF ALL EXISTING AND NEW ROOF

PENETRATIONS WITH CONTRACTING OFFICER BEFORE

COMMENCEMENT OF WORK.

9. MAINTAIN 12 INCHES CLEAR BETWEEN ALL ROOF-MOUNTED

EQUIPMENT FOR FLASHING INSTALLATION.

10. REPLACE ALL ROOF & WALL INSULATION, UNO

11. NOT EVERY ROOF AND FLASHING CONDITION IS

ILLUSTRATED OR DETAILED. ROOFING BLOCKING, FURRING,

FLASHING, REGLETS, COPING, ETC. SHALL BE INSTALLED FOR

A FULLY WATERPROOF ASSEMBLY IN ACCORDANCE WITH

ROOFING MANUFACTURER'S REQUIREMENTS AND DESIGN AND

REFERENCE STANDARDS OF SMACNA’S ARCHITECTURAL SHEET

METAL MANUAL CURRENT EDITION.

12. EMBEDMENTS AND HOLES ARE DRAWN AS 6" DIA CIRCLES

FOR VISIBILITY. ACTUAL EMBEDMENT SIZES MAY VARY.

14. BLDG. 4-33: REMOVE (E) SHEATHING 4'-0" O.C. FOR

INSTALLATION OF INSULATION.

DEMOLITION PLAN LEGEND

(E) WALL TO REMAIN

(E) DOWNSPOUT(E)DS

ROOF SLOPE ( X" RISE / X" RUN)SLOPE

(E) VENT

REPAIR OR REMOVE - SEE KEYNOTES

HO

(E) CEILING OR WALL INVESTIGATION

HOLE - PATCH TO MATCH (E) ADJACENT

ROOF REPAIR - SEE GENERAL NOTES

(E) MASONRY WALL

WH (E) WATER HEATER

TITLE OF SHEETSUB SHEET NO.DESIGNED:

TECH REVIEW:

DATE:

PMIS NO.

SHEET

DRAWING NO.

OF

REHABILITATE EXTERIORS OF

HISTORIC FORT YELLOWSTONE BUILDINGS

YELLOWSTONE NATIONAL PARK

DRAWN:

173853-B

A u to d e s k

D o c s T

N P S

Y e ll

E x te ri o r R e h a b T

N P S

Y E L L

E x te ri o r R e h a b .r vt

DEMOLITION ROOF PLAN

N/A

AM/JH/IE

TM/HC

33-A102 307127

09/06/2024

CONSTRUCTION DRAWINGS

PROJECT

NORTH

SCALE OF FEET

0 4 84

ROOF

DEMOLITION KEYNOTES

7 REMOVE INTEGRAL GUTTER. SEE EAVE DETAILS

8 REMOVE AND SALVAGE (E) DOWNSPOUT

9 REMOVE AND SALVAGE (E) DOWNSPOUT FOR

REINSTALLATION

93 REMOVE (E) GUTTER

E.

W

I L L I A

M I V E S

Date:

(C-3530)

L I

C E NS E D A R C H I T ECT

S T A T E

O F W Y O M I N

G9/6/2024

0' - 0"

LEVEL 1

10' - 8"

LEVEL 2

24' - 0 1/2"

ROOF

33.133.233.3

33.N2.01 33.N2.02

33.N1.01

33.N1.02

2477 81 71 75

KEYNOTE: 83

10 96176

SEE DEMO ROOF PLAN FOR

ROOF DEMOLITION SCOPE

STORM WINDOW

DETAIL SEE: ______

TYP

33-A806

0' - 0"

LEVEL 1

10' - 8"

LEVEL 2

24' - 0 1/2"

ROOF

33.A 33.B

33.E2.01 33.E2.02

33.E1.01

33.E1.02

38 38 38

KEYNOTE: 83

172172172

SEE DEMO ROOF PLAN FOR

ROOF DEMOLITION SCOPE

STORM WINDOW

DETAIL SEE: ______

TYP

33-A806

DEMOLITION EXTERIOR ELEVATION NOTES

1. SEE SHEET G-003 FOR GENERAL NOTES AND SYMBOLS.

2. SEE SPECIFICATIONS 02 41 19 SELECTIVE DEMOLITION FOR

ALL DEMOLITION ACTIVITIES.

3. COORDINATE DEMOLITION IN CONJUNCTION WITH

REHABILITATION AND NEW CONSTRUCTION.

4. CONDUIT, WIRING, ATTIC AND CRAWLSPACE VENTS, DRYER

VENTS, ELECTRICAL PANELS, PIPES, AND MISCELLANEOUS

DEVICES LOCATED ON OR IN WALLS SCHEDULED FOR

DEMOLITION AND/OR REPAIR SHALL BE REMOVED AS PART

OF THE WORK UNLESS OTHERWISE NOTED. REINSTALL

ACTIVE SYSTEMS AT COMPLETION OF DEMOLITION/REPAIR

WORK IN LOCATION INDICATED ON DRAWINGS. IF NEW

LOCATION IS NOT INDICATED, PROVIDE IN CONCEALED

LOCATION. COORDINATE ALL NEW ROUTING WITH

CONTRACTING OFFICER.

5. REMOVE AND SALVAGE ALL SHIPLAP/HORIZONAL SIDING AND

TRIM FOR REPAIR AND REINSTALLATION. LEVEL 2 WOOD

REPAIR, UON. SEE SPECIFICATIONS FOR BUILDING-SPECIFIC

SALVAGE ESTIMATES.

6. SEE SPECIFICATIONS 04 03 00 HISTORIC TREATMENT FOR

MASONRY FOR THE CLEANING OF ALL MASONRY SURFACES.

AT BUILDINGS #2-3: CLEAN ALL MASONRY SURFACES

INCLUDING CHIMNEYS, WALLS, PORCHES, AND EXPOSED

FOUNDATIONS.

7. AT BUILDINGS #2-3: REPOINT EXTERIOR OF ALL STONE

FOUNDATION WALLS FROM TOP OF FOOTING TO UNDERSIDE

OF BASEMENT WINDOW LINTEL WITH TYPE 2A, CONCAVE

MORTAR JOINT. SEE SHEET A801 WALL SECTIONS &

FOUNDATION DETAILS, MORTAR TYPES DETAIL. COORDINATE

REPOINTING BELOW GRADE WITH EXCAVATION WORK

DESCRIBED IN CIVIL DRAWINGS.

8. AT BUILDINGS #4-33: REPOINT EXTERIOR OF ALL STONE

FOUNDATION WALLS FROM TOP OF FOOTING TO WATER

TABLE. SEE KEYNOTES FOR TYPE OF MORTAR JOINT. SEE

SHEET A801 FOR WALL SECTIONS, FOUNDATION DETAILS,

AND JOINT TYPES. COORDINATE REPOINTING BELOW GRADE

WITH EXCAVATION WORK IN CIVIL DRAWINGS.

9. AT BUILDINGS #4-33: REPOINT ALL BRICK CHIMNEYS USING

TYPE 1A, CONCAVE MORTAR JOINT. SEE SHEET A801 WALL

SECTIONS, FOUNDATION DETAILS, AND JOINT TYPES.

10. AT BUILDINGS #4-7: REPAINT BRICK CHIMNEYS.

11. REMOVE ALL WINDOW SASHES FOR RESTORATION AND

REINSTALLATION. SEE WINDOW SCHEDULES FOR REPAIR

LEVELS.

12. REMOVE ALL BUILDING IDENTIFICATION SIGNAGE AND

"PRIVATE RESIDENCE" SIGNAGE. SALVAGE FOR

REINSTALLATION.

REMOVE (E) SURFACE CONDUIT/WIRE.

SEE GENERAL SHEET NOTE 4

DEMOLITION EXTERIOR ELEVATION LEGEND

REPAIR OR REMOVE - COORDINATE SELECT AREAS

OF REPAIR WITH OVERALL SIDING REPAIR. SEE

KEYNOTES IN PLANS AND ELEVATIONS AND

SPECIFICATIONS FOR DETAILED INFORMATION

REMOVE SIDING & TRIM, SEE GENERAL NOTES 4 & 5

TITLE OF SHEETSUB SHEET NO.DESIGNED:

TECH REVIEW:

DATE:

PMIS NO.

SHEET

DRAWING NO.

OF

REHABILITATE EXTERIORS OF

HISTORIC FORT YELLOWSTONE BUILDINGS

YELLOWSTONE NATIONAL PARK

DRAWN:

173853-B

A u to d e s k

D o c s T

N P S

Y e ll

E x te ri o r R e h a b T

N P S

Y E L L

E x te ri o r R e h a b .r vt

DEMOLITION EXTERIOR

ELEVATIONS

N/A

AM/JH/IE

TM/HC

33-A103 307127

09/06/2024

CONSTRUCTION DRAWINGS

SCALE OF FEET

0 4 84

NORTH ELEVATION

EAST ELEVATION

DEMOLITION KEYNOTES

9 REMOVE AND SALVAGE (E) DOWNSPOUT FOR

REINSTALLATION

10 REMOVE RADON VENT, TERMINATION PIPING, AND FAN.

CONNECT EXISTING CRAWLSPACE/BASEMENT PIPING TO

NEW RADON SYSTEM COMPONENTS

22 LEVEL 1 WOOD REPAIR

23 LEVEL 2 WOOD REPAIR

24 LEVEL 3 WOOD REPAIR

38 CLEAN SOILING (PAINT SPLATTERS)

71 REMOVE (E) VENT

75 (E) HOSE BIB TO REMAIN

77 REMOVE (E) WINDOW WELL, PREP FOR WINDOW WELL

81 REMOVE (E) CRAWLSPACE DOOR

83 REPOINT MORTAR USING A TYPE 2B, BEADED JOINT AT

HORIZONTAL JOINTS AND A TYPE 2A, CONCAVE JOINT

AT VERTICAL JOINTS. SEE SHEET NOTES #7 AND #8

96 SIDING CONTINUES TO INTERIOR SPACE. CUT SIDING FOR

EXTERIOR REMOVAL. RETAIN INTERIOR SIDING

172 REPOINT STONE PIER

176 REMOVE, REPAIR, AND REINSTALL BASEMENT AND/OR

CRAWLSPACE ACCESS HATCH. LEVEL 2 WOOD REPAIR

E.

W

I L L I A

M I V E S

Date:

(C-3530)

L I

C E NS E D A R C H I T ECT

S T A T E

O F W Y O M I N

G9/6/2024

10' - 8"

LEVEL 2

24' - 0 1/2"

ROOF

33.1 33.2 33.3

33.S1.0333.S1.02

33.S2.01 33.S2.02

33.S1.01

59 75154

KEYNOTE: 83

SEE DEMO ROOF PLAN FOR

ROOF DEMOLITION SCOPE

TYP

33-A806

STORM WINDOW

DETAIL SEE:

0' - 0"

LEVEL 1

10' - 8"

LEVEL 2

24' - 0 1/2"

ROOF

33.A33.B

33.W1.01

KEYNOTE: 83

9 9

SEE DEMO ROOF PLAN FOR

ROOF DEMOLITION SCOPE

TYP

33-A806

STORM WINDOW

DETAIL SEE:

DEMOLITION EXTERIOR ELEVATION NOTES

1. SEE SHEET G-003 FOR GENERAL NOTES AND SYMBOLS.

2. SEE SPECIFICATIONS 02 41 19 SELECTIVE DEMOLITION FOR

ALL DEMOLITION ACTIVITIES.

3. COORDINATE DEMOLITION IN CONJUNCTION WITH

REHABILITATION AND NEW CONSTRUCTION.

4. CONDUIT, WIRING, ATTIC AND CRAWLSPACE VENTS, DRYER

VENTS, ELECTRICAL PANELS, PIPES, AND MISCELLANEOUS

DEVICES LOCATED ON OR IN WALLS SCHEDULED FOR

DEMOLITION AND/OR REPAIR SHALL BE REMOVED AS PART

OF THE WORK UNLESS OTHERWISE NOTED. REINSTALL

ACTIVE SYSTEMS AT COMPLETION OF DEMOLITION/REPAIR

WORK IN LOCATION INDICATED ON DRAWINGS. IF NEW

LOCATION IS NOT INDICATED, PROVIDE IN CONCEALED

LOCATION. COORDINATE ALL NEW ROUTING WITH

CONTRACTING OFFICER.

5. REMOVE AND SALVAGE ALL SHIPLAP/HORIZONAL SIDING AND

TRIM FOR REPAIR AND REINSTALLATION. LEVEL 2 WOOD

REPAIR, UON. SEE SPECIFICATIONS FOR BUILDING-SPECIFIC

SALVAGE ESTIMATES.

6. SEE SPECIFICATIONS 04 03 00 HISTORIC TREATMENT FOR

MASONRY FOR THE CLEANING OF ALL MASONRY SURFACES.

AT BUILDINGS #2-3: CLEAN ALL MASONRY SURFACES

INCLUDING CHIMNEYS, WALLS, PORCHES, AND EXPOSED

FOUNDATIONS.

7. AT BUILDINGS #2-3: REPOINT EXTERIOR OF ALL STONE

FOUNDATION WALLS FROM TOP OF FOOTING TO UNDERSIDE

OF BASEMENT WINDOW LINTEL WITH TYPE 2A, CONCAVE

MORTAR JOINT. SEE SHEET A801 WALL SECTIONS &

FOUNDATION DETAILS, MORTAR TYPES DETAIL. COORDINATE

REPOINTING BELOW GRADE WITH EXCAVATION WORK

DESCRIBED IN CIVIL DRAWINGS.

8. AT BUILDINGS #4-33: REPOINT EXTERIOR OF ALL STONE

FOUNDATION WALLS FROM TOP OF FOOTING TO WATER

TABLE. SEE KEYNOTES FOR TYPE OF MORTAR JOINT. SEE

SHEET A801 FOR WALL SECTIONS, FOUNDATION DETAILS,

AND JOINT TYPES. COORDINATE REPOINTING BELOW GRADE

WITH EXCAVATION WORK IN CIVIL DRAWINGS.

9. AT BUILDINGS #4-33: REPOINT ALL BRICK CHIMNEYS USING

TYPE 1A, CONCAVE MORTAR JOINT. SEE SHEET A801 WALL

SECTIONS, FOUNDATION DETAILS, AND JOINT TYPES.

10. AT BUILDINGS #4-7: REPAINT BRICK CHIMNEYS.

11. REMOVE ALL WINDOW SASHES FOR RESTORATION AND

REINSTALLATION. SEE WINDOW SCHEDULES FOR REPAIR

LEVELS.

12. REMOVE ALL BUILDING IDENTIFICATION SIGNAGE AND

"PRIVATE RESIDENCE" SIGNAGE. SALVAGE FOR

REINSTALLATION.

REMOVE (E) SURFACE CONDUIT/WIRE.

SEE GENERAL SHEET NOTE 4

DEMOLITION EXTERIOR ELEVATION LEGEND

REPAIR OR REMOVE - COORDINATE SELECT AREAS

OF REPAIR WITH OVERALL SIDING REPAIR. SEE

KEYNOTES IN PLANS AND ELEVATIONS AND

SPECIFICATIONS FOR DETAILED INFORMATION

REMOVE SIDING & TRIM, SEE GENERAL NOTES 4 & 5

TITLE OF SHEETSUB SHEET NO.DESIGNED:

TECH REVIEW:

DATE:

PMIS NO.

SHEET

DRAWING NO.

OF

REHABILITATE EXTERIORS OF

HISTORIC FORT YELLOWSTONE BUILDINGS

YELLOWSTONE NATIONAL PARK

DRAWN:

173853-B

A u to d e s k

D o c s T

N P S

Y e ll

E x te ri o r R e h a b T

N P S

Y E L L

E x te ri o r R e h a b .r vt

DEMOLITION EXTERIOR

ELEVATIONS

N/A

AM/JH/IE

TM/HC

33-A104 307127

09/06/2024

CONSTRUCTION DRAWINGS

SCALE OF FEET

0 4 84

SOUTH ELEVATION

WEST ELEVATION

DEMOLITION KEYNOTES

8 REMOVE AND SALVAGE (E) DOWNSPOUT

9 REMOVE AND SALVAGE (E) DOWNSPOUT FOR

REINSTALLATION

14 REMOVE SERVICE EQUIPMENT

22 LEVEL 1 WOOD REPAIR

23 LEVEL 2 WOOD REPAIR

24 LEVEL 3 WOOD REPAIR

46 REMOVE METAL LOUVER

59 REMOVE WOOD LADDER. PATCH HOLES

74 REMOVE AND REINSTALL (E) ELECTRIC PANELS

FOLLOWING EXTERIOR IMPROVEMENTS.

75 (E) HOSE BIB TO REMAIN

83 REPOINT MORTAR USING A TYPE 2B, BEADED JOINT AT

HORIZONTAL JOINTS AND A TYPE 2A, CONCAVE JOINT

AT VERTICAL JOINTS. SEE SHEET NOTES #7 AND #8

96 SIDING CONTINUES TO INTERIOR SPACE. CUT SIDING

FOR EXTERIOR REMOVAL. RETAIN INTERIOR SIDING

154 DRYER VENT IN CODE COMPLIANT LOCATION CONFIRM

LOCATION WITH CONTRACTING OFFICER

172 REPOINT STONE PIER

E.

W

I L L I A

M I V E S

Date:

(C-3530)

L I

C E NS E D A R C H I T ECT

S T A T E

O F W Y O M I N

G9/6/2024

UP

DN

DN

33-A301

33-A3012

33-A302

33-A302 2

33A.104

33A.101

KITCHEN

33.105

DINING

33.103

LIVING

33.102

VESTIBULE

33.106

ENTRY

33.101

UTILITY

33.104

33.1 33.2 33.3

33.A

33.B

35' - 4"

FRONT

PORCH

33-A803

TYP

33-A801

33-A801

33-A801

33-A803

TYP

33-A803

TYP

33-A806

TYP

33-A501

REAR

PORCH

33-A501

OUTLINE OF ROOF ABOVE

33-A801

33-A301

33-A3012

33-A302

33-A302 2

BATHROOM

33.205

CLOSET

STAIR HALL

33.201

BEDROOM

33.202

BEDROOM

33.203

BEDROOM

33.204

CLOSET

CLOSET

CLOSET

33.1 33.2 33.3

33.A

33.B

35' - 4"

(N)DS

33-A803

TYP

33-A801

33-A801

OUTLINE OF ROOF ABOVE

33-A801

FLOOR PLAN NOTES

1. SEE SHEET G-003 FOR GENERAL NOTES AND SYMBOLS.

2. SEE DEMOLITION DRAWINGS FOR DEMOLITION AND SALVAGE

INFORMATION.

3. SEE CIVIL DRAWINGS FOR GRAVEL TRENCH AT FOUNDATION

PERIMETER.

4. SEE CIVIL DRAWINGS FOR NEW CONCRETE SIDEWALKS AT

BASE OF STAIRS.

5. SEE SHEET A901 FOR WINDOW & DOOR SCHEDULES.

6. DIMENSIONS ARE TO FACE OF FINISH (EXISTING WALLS), UON.

7. DIMENSIONS AND REFERENCE TAGS ARE SHOWN ON ENLARGED

PLANS WHEN ENLARGED PLANS ARE PROVIDED.

8. WOOD PORCH FLOORING TONGUE & GROOVE, UON.

9. AT BUILDINGS #4-33: REINSTALL SALVAGED WOOD SIDING

AND TRIM FOLLOWING STRUCTURAL REPAIRS.

10. AT BUILDINGS #4-33: REINSTALL SALVAGED SKIRT TRIM

BOARD AT PERIMETER FOLLOWING STRUCTURAL REPAIRS, UON.

11. AT BUILDINGS #4-33: REINSTALL SALVAGED STAIR ASSEMBLY

COMPONENTS FOLLOWING STRUCTURAL REPAIRS.

FLOOR PLAN LEGEND

(E) BRICK WALL

(E) WATER HEATERWH

RADON VENT

(E) WOOD WALL

(E) CONCRETE WALL

(E) STONE WALL

WOOD WALL

REPAIRED AREA/COMPONENT

ROOF SLOPE ( X" RISE / X" RUN)SLOPE

(E) VENT

EXISTING / NEW / REINSTALLED DOWNSPOUT(E/N/R)DS

WOOD ROOF SHINGLE

METAL ROOF SHINGLE

CLAY TILE ROOF

TITLE OF SHEETSUB SHEET NO.DESIGNED:

TECH REVIEW:

DATE:

PMIS NO.

SHEET

DRAWING NO.

OF

REHABILITATE EXTERIORS OF

HISTORIC FORT YELLOWSTONE BUILDINGS

YELLOWSTONE NATIONAL PARK

DRAWN:

173853-B

A u to d e s k

D o c s T

N P S

Y e ll

E x te ri o r R e h a b T

N P S

Y E L L

E x te ri o r R e h a b .r vt

FIRST & SECOND FLOOR

PLAN

N/A

AM/JH/IE

TM/HC

33-A201 307127

09/06/2024

CONSTRUCTION DRAWINGS

LEVEL 1

LEVEL 2

PROJECT

NORTH

SCALE OF FEET

0 4 84

KEYNOTES

157 REBUILD (E) WINDOW WELL

166 REROUTE (E) RADON SYSTEM THROUGH (E) CHIMNEY.

4" RADON PIPING TRANSITION TO CHIMNEY LINER

-SEAL GAP AROUND PIPE WITH MORTAR. LOCATE FAN

BETWEEN FLOOR FRAMING BAYS. LOCATE ACCESS

PANEL IN CRAWLSPACE ADJACENT TO PIPE RUN

174 REROUTE (E) RADON SYSTEM THROUGH (E) CHIMNEY

E.

W

I L L I A

M I V E S

Date:

(C-3530)

L I

C E NS E D A R C H I T ECT

S T A T E

O F W Y O M I N

G9/6/2024

33-A301

33-A3012

33-A302

33-A302 2

7" / 12"

7" / 12"

7 1/2" / 12"

33-A804

TYP

33-A804

TYP

33.1 33.2 33.3

33.A

33.B

35' - 4"

(N)DS

33-A804

SIM

33-A804

TYP

33-A804

TYP

33-A804

TYP

33-A804

SIM

33-A804

SIM

33-A801

(N)DS

33-A801

33-A805

(E)DS

(E)DS

G U T T E R

G U T T E R

(E)DS

33-A801

ROOF PLAN NOTES

1. SEE SHEET G-003 FOR GENERAL NOTES AND SYMBOLS.

2. WHERE A LOWER ROOF IS OBSCURED, SEE LOWER PLAN

LEVELS FOR ADDITIONAL INFORMATION.

3. ROOF SLOPES ARE APPROXIMATE AND FOR REFERENCE ONLY.

4. AT METAL SHINGLE ROOFS, REPLACE OUTERMOST SHEATHING

BOARD, ASSUMED WOOD 1X8 NOMINAL, IN KIND AT ALL EAVE

LOCATIONS.

5. CONFIRM LOCATION OF ALL EXISTING AND NEW ROOF

PENETRATIONS WITH CONTRACTING OFFICER BEFORE

COMMENCEMENT OF WORK.

6. MAINTAIN 12 INCHES CLEAR BETWEEN ALL ROOF-MOUNTED

EQUIPMENT FOR FLASHING INSTALLATION.

7. REPLACE ALL ROOF & WALL INSULATION, UON.

8. NOT EVERY ROOF AND FLASHING CONDITION IS ILLUSTRATED

OR DETAILED. ROOFING BLOCKING, FURRING, FLASHING,

REGLETS, COPING, ETC. SHALL BE INSTALLED FOR A FULLY

WATERPROOF ASSEMBLY IN ACCORDANCE WITH ROOFING

MANUFACTURER'S REQUIREMENTS AND DESIGN AND

REFERENCE STANDARDS OF SMACNA’S ARCHITECTURAL SHEET

METAL MANUAL CURRENT EDITION.

9. SEE ENTIRE CONSTRUCTION DOCUMENTS SET FOR

COORDINATION AND EXTENT OF ADDITIONAL WORK NOT

SHOWN ON ARCHITECTURAL PLANS.

10. CLEAN ALL ROOF VALLEYS, CRICKETS, AND GUTTERS OF

DEBRIS AFTER REPAIR WORK IS COMPLETED.

11. PROVIDE PRECAST CONCRETE CHIMNEY CAPS AT ALL

CHIMNEY LOCATIONS, UON.

EXISTING / NEW / REINSTALLED DOWNSPOUT

ROOF PLAN LEGEND

THE FOLLOWING SYMBOLS ARE SHOWN ONLY WHERE LAYOUT IS

CRITICAL FOR AESTHETICS. THE ACTUAL DESIGN MAY CALL FOR

MORE THAN WHAT IS SHOWN. NOT ALL SYMBOLS MAY BE USED.

(E/N/R)DS

ROOF SLOPE ( 1/4" / 12" MIN.)SLOPE

(E) VENT

(N) METAL ROOF SHINGLE

(N) WOOD ROOF SHINGLE

TITLE OF SHEETSUB SHEET NO.DESIGNED:

TECH REVIEW:

DATE:

PMIS NO.

SHEET

DRAWING NO.

OF

REHABILITATE EXTERIORS OF

HISTORIC FORT YELLOWSTONE BUILDINGS

YELLOWSTONE NATIONAL PARK

DRAWN:

173853-B

A u to d e s k

D o c s T

N P S

Y e ll

E x te ri o r R e h a b T

N P S

Y E L L

E x te ri o r R e h a b .r vt

ROOF PLAN

N/A

AM/JH/IE

TM/HC

33-A202 307127

09/06/2024

CONSTRUCTION DRAWINGS

ROOF

PROJECT

NORTH

SCALE OF FEET

0 4 84

KEYNOTES

101 GUTTER

104 DOWNSPOUT, SEE EXTERIOR ELEVATIONS FOR LOCATIONS

132 RADON TERMINATION VENT

186 REINSTALL DOWNSPOUT FOLLOWING COMPLETION OF

SIDING AND TRIM WORK. PLUG AT GUTTER TO MAKE

NON-FUNCTIONAL.

E.

W

I L L I A

M I V E S

Date:

(C-3530)

L I

C E NS E D A R C H I T ECT

S T A T E

O F W Y O M I N

G9/6/2024

10' - 8"

LEVEL 2

24' - 0 1/2"

ROOF

33.N2.01 33.N2.02

33.N1.01

33.N1.02

33-A803

TYP

33.133.233.3

33-A802

TYP

33-A804

SIM

STORM WINDOW

DETAIL SEE:

TYP

33-A806

33-A804

SIM

M

IN157 113 154

S-4S-3

33-A803

TYP

SEE ROOF PLAN

FOR ROOF SCOPE

75189

0' - 0"

LEVEL 1

10' - 8"

LEVEL 2

24' - 0 1/2"

ROOF

33.E2.01 33.E2.02

33.E1.01

33.E1.02

33-A804

TYP

33-A803

TYP

33.A 33.B

33-A804

TYP

33-A804

TYP

______ 2

33-A804

TYP

33-A802

TYP

S-3

104101

SEE ROOF PLAN

FOR ROOF SCOPE

STORM WINDOW

DETAIL SEE: ______

TYP

33-A806

EXTERIOR ELEVATION NOTES

1. SEE SHEET G-003 FOR GENERAL NOTES AND SYMBOLS

2. GRADE LINES INDICATED ARE APPROXIMATE AND SHOWN

FOR REFERENCE ONLY. SEE CIVIL AND LANDSCAPE

DRAWINGS FOR GRADING INFORMATION

3. SEE CIVIL PLANS FOR REVISED SIDEWALKS

4. SEE STRUCTURAL DRAWINGS FOR STRUCTURAL ELEMENTS AT

ROOFS, WALLS, AND FOUNDATIONS

5. DIMENSIONS ARE SHOWN TO DIMENSION POINT OF

REFERENCED DETAIL WHERE APPLICABLE

6. CONFIRM LOCATION OF DRYER VENTS WITH CONTRACTING

OFFICER

7. COORDINATE WORK HIDDEN FROM VIEW ON EXTERIOR

ELEVATIONS WITH PLAN VIEW DRAWINGS

8. SEE SHEET A901 FOR WINDOW SCHEDULES

9. SEE SHEET A806 FOR WINDOW HEAD AND SILL TYPES

10. STORM WINDOWS AND DOORS AND WINDOW SCREENS AND

SCREEN DOORS NOT SHOWN. SEE SHEET A901 FOR

ADDITIONAL INFORMATION

11. BLDGS. 4-33: WOOD SIDING IS TYPE S-1 UON

12. REINSTALL BUILDING IDENTIFICATION SIGNAGE AND

"PRIVATE RESIDENCE" SIGNAGE

RELOCATED SURFACE CONDUIT/WIRE/PIPE

EXTERIOR ELEVATION LEGEND

REPAIRED AREA/COMPONENT - SEE KEYNOTES

FOR ADDITIONAL INFORMATION

S-X SIDING TYPE - EXTERIOR SIDING TYPES

TITLE OF SHEETSUB SHEET NO.DESIGNED:

TECH REVIEW:

DATE:

PMIS NO.

SHEET

DRAWING NO.

OF

REHABILITATE EXTERIORS OF

HISTORIC FORT YELLOWSTONE BUILDINGS

YELLOWSTONE NATIONAL PARK

DRAWN:

173853-B

A u to d e s k

D o c s T

N P S

Y e ll

E x te ri o r R e h a b T

N P S

Y E L L

E x te ri o r R e h a b .r vt

EXTERIOR ELEVATIONS

N/A

AM/JH/IE

TM/HC

33-A301 307127

09/06/2024

CONSTRUCTION DRAWINGS

NORTH ELEVATION

EAST ELEVATION

SCALE OF FEET

0 4 84

KEYNOTES

75 (E) HOSE BIB TO REMAIN

101 GUTTER

104 DOWNSPOUT, SEE EXTERIOR ELEVATIONS FOR LOCATIONS

113 CRAWLSPACE DOOR

154 DRYER VENT IN CODE COMPLIANT LOCATION CONFIRM

LOCATION WITH CONTRACTING OFFICER

157 REBUILD (E) WINDOW WELL

186 REINSTALL DOWNSPOUT FOLLOWING COMPLETION OF

SIDING AND TRIM WORK. PLUG AT GUTTER TO MAKE

NON-FUNCTIONAL.

189 REINSTALL REPAIRED BASEMENT AND/OR CRAWLSPACE

ACCESS HATCH

EXTERIOR SIDING TYPES

S-1 7" SIDING W/ 1.25" REVEAL

S-2 7" SIDING W/ NO REVEAL

S-3 5.5" SIDING W/ 1.25" REVEAL

S-4 5" SIDING W/ NO REVEAL

S-5 4.75" SIDING W/ 1.25" REVEAL

S-6 3.5" SIDING VERTICAL

E.

W

I L L I A

M I V E S

Date:

(C-3530)

L I

C E NS E D A R C H I T ECT

S T A T E

O F W Y O M I N

G9/6/2024

10' - 8"

LEVEL 2

24' - 0 1/2"

ROOF

33.S1.0333.S1.02

33.S2.01 33.S2.02

33.S1.01

33.1 33.2 33.3

33-A804

TYP

33-A804

SIM

______6

33-A804

SIM

33-A803

TYP

33-A802

TYP

S-4

S-3

33-A803

33-A803

33-A803

SEE ROOF PLAN

FOR ROOF SCOPE

STORM WINDOW

DETAIL SEE: ______

TYP

33-A806

0' - 0"

LEVEL 1

10' - 8"

LEVEL 2

24' - 0 1/2"

ROOF

33.W1.01

33-A804

TYP

33.A33.B

33-A804

TYP

______ 2

33-A804

TYP

NEW FOUDNATION

S-3S-4S-4S-3

SEE ROOF PLAN

FOR ROOF SCOPE

STORM WINDOW

DETAIL SEE: ______

TYP

33-A806

EXTERIOR ELEVATION NOTES

1. SEE SHEET G-003 FOR GENERAL NOTES AND SYMBOLS

2. GRADE LINES INDICATED ARE APPROXIMATE AND SHOWN

FOR REFERENCE ONLY. SEE CIVIL AND LANDSCAPE

DRAWINGS FOR GRADING INFORMATION

3. SEE CIVIL PLANS FOR REVISED SIDEWALKS

4. SEE STRUCTURAL DRAWINGS FOR STRUCTURAL ELEMENTS AT

ROOFS, WALLS, AND FOUNDATIONS

5. DIMENSIONS ARE SHOWN TO DIMENSION POINT OF

REFERENCED DETAIL WHERE APPLICABLE

6. CONFIRM LOCATION OF DRYER VENTS WITH CONTRACTING

OFFICER

7. COORDINATE WORK HIDDEN FROM VIEW ON EXTERIOR

ELEVATIONS WITH PLAN VIEW DRAWINGS

8. SEE SHEET A901 FOR WINDOW SCHEDULES

9. SEE SHEET A806 FOR WINDOW HEAD AND SILL TYPES

10. STORM WINDOWS AND DOORS AND WINDOW SCREENS AND

SCREEN DOORS NOT SHOWN. SEE SHEET A901 FOR

ADDITIONAL INFORMATION

11. BLDGS. 4-33: WOOD SIDING IS TYPE S-1 UON

12. REINSTALL BUILDING IDENTIFICATION SIGNAGE AND

"PRIVATE RESIDENCE" SIGNAGE

RELOCATED SURFACE CONDUIT/WIRE/PIPE

EXTERIOR ELEVATION LEGEND

REPAIRED AREA/COMPONENT - SEE KEYNOTES

FOR ADDITIONAL INFORMATION

S-X SIDING TYPE - EXTERIOR SIDING TYPES

TITLE OF SHEETSUB SHEET NO.DESIGNED:

TECH REVIEW:

DATE:

PMIS NO.

SHEET

DRAWING NO.

OF

REHABILITATE EXTERIORS OF

HISTORIC FORT YELLOWSTONE BUILDINGS

YELLOWSTONE NATIONAL PARK

DRAWN:

173853-B

A u to d e s k

D o c s T

N P S

Y e ll

E x te ri o r R e h a b T

N P S

Y E L L

E x te ri o r R e h a b .r vt

EXTERIOR ELEVATIONS

N/A

AM/JH/IE

TM/HC

33-A302 307127

09/06/2024

CONSTRUCTION DRAWINGS

SOUTH ELEVATION

WEST ELEVATION

SCALE OF FEET

0 4 84

KEYNOTES

74 REMOVE AND REINSTALL (E) ELECTRIC PANELS

FOLLOWING EXTERIOR IMPROVEMENTS.

75 (E) HOSE BIB TO REMAIN

101 GUTTER

104 DOWNSPOUT, SEE EXTERIOR ELEVATIONS FOR

LOCATIONS

110 WOOD LOUVER

154 DRYER VENT IN CODE COMPLIANT LOCATION

CONFIRM LOCATION WITH CONTRACTING OFFICER

186 REINSTALL DOWNSPOUT FOLLOWING COMPLETION

OF SIDING AND TRIM WORK. PLUG AT GUTTER TO

MAKE NON-FUNCTIONAL.

EXTERIOR SIDING TYPES

S-1 7" SIDING W/ 1.25" REVEAL

S-2 7" SIDING W/ NO REVEAL

S-3 5.5" SIDING W/ 1.25" REVEAL

S-4 5" SIDING W/ NO REVEAL

S-5 4.75" SIDING W/ 1.25" REVEAL

S-6 3.5" SIDING VERTICAL

E.

W

I L L I A

M I V E S

Date:

(C-3530)

L I

C E NS E D A R C H I T ECT

S T A T E

O F W Y O M I N

G9/6/2024

DN

33.1

33-A801

REAR

PORCH

DS

33-A806

TYP

L A N D

IN

G

L A N D

IN

G

LANDING

4' - 8 55/128"

LANDING

4' - 8 55/128"

CJ

33-A802

TYP

33-A802

TYP

33.3

33.A

33.B

FRONT

PORCH

33-A802

TYP

(E) DS

DS

33-A806

TYP

LANDING

6' - 11 3/4"

(4) EQ TREADS

3' - 8 1/2" 5' - 7 1/2"

1' - 0"2' - 1 1/2" 2' - 6"

L A N D

IN

G

C J

C J

33-A802

TYP

33-A802

TYP

ENLARGED PLAN NOTES

1. ALL WOOD PORCH FLOORING TONGUE & GROOVE, UON.

2. RETAIN AND REPAIR (E) WOOD DECKING TO EXTENT

POSSIBLE. SEE SPECIFICATIONS 06 03 12 FOR REPAIR

PROCEDURES AND REPAIR LEVELS.

3. COORDINATE PORCH AND STAIR REHABILITATION WITH

STRUCTURAL REPAIRS. SEE STRUCTURAL DRAWINGS FOR

FOOTING AND FOUNDATION REPAIRS.

4. COORDINATE BASE OF STAIRS WITH CONCRETE LANDINGS TO

MAINTAIN CODE COMPLIANT RISER DIMENSIONS.

33.1

(N)DS

8' - 0"

6x6 COLUMN. PAINT

TO MATCH COLOR OF

COLUMNS AT FRONT

OF RESIDENCE.

6x3 PILASTER. PAINT

TO MATCH COLOR OF

COLUMNS AT FRONT OF

RESIDENCE.

TYPE A-2

E Q

E Q

EQ EQ

TITLE OF SHEETSUB SHEET NO.DESIGNED:

TECH REVIEW:

DATE:

PMIS NO.

SHEET

DRAWING NO.

OF

REHABILITATE EXTERIORS OF

HISTORIC FORT YELLOWSTONE BUILDINGS

YELLOWSTONE NATIONAL PARK

DRAWN:

173853-B

A u to d e s k

D o c s T

N P S

Y e ll

E x te ri o r R e h a b T

N P S

Y E L L

E x te ri o r R e h a b .r vt

ENLARGED PLANS AND

REFLECTED CEILING PLAN

N/A

AM/JH/IE

TM/HC

33-A501 307127

09/06/2024

CONSTRUCTION DRAWINGS

SCALE OF FEET

0 2 42

ENLARGED PLAN - REAR PORCH

ENLARGED PLAN - FRONT PORCH

KEYNOTES

116 CONCRETE LANDING

140 WOOD PORCH OVER SLAB ON GRADE. SEE FOUNDATION

DETAILS. SEE STRUCTURAL DRAWINGS FOR ADDITIONAL

INFORMATION

150 REINSTALL REPAIRED WOOD COMPONENTS FOLLOWING

STRUCTURAL REPAIRS. SEE STRUCTURAL DRAWINGS FOR

ADDITIONAL INFORMATION

155 LIGHT FIXTURE

167 REBUILD WOOD STAIR ASSEMBLY. SEE STAIR AND PORCH

DETAILS. SEE STRUCTURAL DRAWINGS FOR ADDITIONAL

INFORMATION

187 CONTINUATION PER CIVIL

LEVEL 1 RCP

E.

W

I L L I A

M I V E S

Date:

(C-3530)

L I

C E NS E D A R C H I T ECT

S T A T E

O F W Y O M I N

G9/6/2024

10' - 8"

LEVEL 2

24' - 0 1/2"

ROOF

33.B

33-A801

33-A806

TYP

NOTE: FOR REFERENCE ONLY

REMOVE (E) SHEATHING

4'-0" O.C. FOR

INSTALLATION OF NEW

INSULATION. ASSUME

(E) SHEATHING IS 1X

33-A801

33-A801

TYP

INSULATION

(E) FOUNDATION

GEOTEXTILE FABRIC

TERMINATION BAR

WITH BACKER ROD

AND SEALANT

4" MIN. GRAVEL

(E) WINDOW

CONCRETE WALL #4

REBAR AT 12" O.C.

BOTH WAYS

1" FELT OR RUBBER

SEPARATION AT

STONE FOUNDATION

6"

WINDOW WELL COVER

SEE DETAIL 33-A8017

PT 2X SILL

COVERBOARD

M

IN

WALL ASSEMBLY

PER:

WEEP SCREED

33-A8032

(E) FOUNDATION

M

IN

PROTECTION BOARD

MEMBRANE

WATERPROOFING-1

TERMINATION BAR

SEQUENCE OF INSTALLATION:

1. REPOINT MASONRY JOINTS AFTER

TRENCH EXCAVATION, PRIOR TO

BACKFILL

2. MEMBRANE LAID DIRECTLY ON

NATIVE SOIL AND PLACED LOOSE

AGAINST FOUNDATION WALL

3. PROTECTION BOARD PLACED

AGAINST VERTICAL PORTION OF

MEMBRANE

4. GRAVEL BACKFILL UP TO GRADE

GRADE PER CIVIL DRAWINGS

M

IN

M

IN

V A R

IE

S

M

IN

REINSTALL (E) WATER TABLE

WRB-2

SHEET METAL FLASHING

WITH HEMMED DRIP EDGE,

SLOPE TO DRAIN

M

IN

3/ 4"

L A P

SIDING PER ELEVATION

V A R

IE

S

M

IN

CRAWL SPACE/

BASEMENT

TERMINATION BAR

PROTECTION BOARD

MEMBRANE

WATERPROOFING-1

GRADE PER CIVIL

DRAWINGS

SEQUENCE OF INSTALLATION:

1. MEMBRANE LAID DIRECTLY

ON NATIVE SOIL AND

PLACED LOOSE AGAINST

FOUNDATION WALL

2. PROTECTION BOARD

PLACED AGAINST VERTICAL

PORTION OF MEMBRANE

3. GRAVEL BACKFILL UP TO

GRADE

M

IN

M

IN

SHEET METAL

BASE FLASHING

0' - 0"

LEVEL 1

33.1

7' - 6"

PORCH CEILING

33-A802

33-A804

SIM

WD CEILING

GUTTER

EAVE EXTENSION

2' - 0"

WINDOW WELL

BUILDING

TRENCH DRAIN

(E) BUILDING

FOUNDATION1

3/8"

WATERSTOP

AT (E) TO

(N) CONCRETE

CONCAVE

TYPE 1A

CONCAVE

TYPE 2A

BRICK - TYPE 1

BEADED

TYPE 2B

OVERGROUT

TYPE 2C

OVERGROUT

W/SCORE

TYPE 2D

OVERGROUT

W/CONCAVE

TYPE 2E

STONE - TYPE 2

STONE - TYPE 2

CRAWL SPACE

VAPOR BARRIER MEMBRANE AND

TERMINATION BAR. VAPOR BARRIER TO SEAL

AROUND VENT OPENINGS WHERE OCCURS.

(E) FLOOR JOISTS

(E) FOUNDATION,

CONSTRUCTION VARIES

CONTINUOUS PT 1X4-ATTACHED

TO JOIST AT 48" O.C.

UNCONDITIONED ATTIC

CONDITIONED SPACE

UNCONDITIONED CRAWL SPACE

LEVEL 0 OR

CRAWL SPACE

LEVEL 1

FINISH CEILING

(HIGHEST LEVEL)

GENERAL NOTES:

1. INSTALL FAN IN UNCONDITIONED/

UNOCCUPIED SPACE

2. SEAL ALL PENETRATIONS THROUGH

CHIMNEY MASONRY

3. PROVIDE ACCESS AT CRAWL SPACE FOR

FAN MAINTENANCE

4. PROVIDE POWER FROM NEAREST CIRCUIT

5. SLOPE ALL HORIZONTAL PIPING RUNS

1/8":1'-0" MINIMUM

RADON VAPOR BARRIER

(ALL JOINTS TAPED)

FLEXIBLE CHIMNEY LINER

RADON FAN

SHOW PER DETAIL 3/A803

PIPE PENETRATION AT

CHIMNEY

ADDITIONAL RADON

PIPING AND FAN

WHERE OCCURS

J BOX - CONNECT TO NEAREST

POWER CIRCUIT AND MOUNT

SECURELY PER ELECTRICAL CODE

SEALED WITH

MORTAR AT

PENETRATION

RADON PIPE

(E) CHIMNEY

(E) CHIMNEY

33-A805

TITLE OF SHEETSUB SHEET NO.DESIGNED:

TECH REVIEW:

DATE:

PMIS NO.

SHEET

DRAWING NO.

OF

REHABILITATE EXTERIORS OF

HISTORIC FORT YELLOWSTONE BUILDINGS

YELLOWSTONE NATIONAL PARK

DRAWN:

173853-B

A u to d e s k

D o c s T

N P S

Y e ll

E x te ri o r R e h a b T

N P S

Y E L L

E x te ri o r R e h a b .r vt

WALL SECTIONS &

FOUNDATION DETAILS

N/A

HC/AM/JH/IE

TM/HC

33-A801 307127

09/06/2024

CONSTRUCTION DRAWINGS

SCALE OF INCHES

SCALE

6 0 1212

E

SCALE C

WALL SECTION

SCALE OF FEET

SCALE

0 2 42

C

SCALE E

WINDOW WELL

SCALE E

WEEP SCREED

SCALE F

PERIMETER GRAVEL BED AT (E) FOUNDATION

SCALE F

PERIMETER GRAVEL BED AT FOUNDATION

SCALE C

WALL SECTION (REAR PORCH)

SCALE E

WINDOW WELL PLAN

NOT TO SCALE

MORTAR JOINT TYPES

SCALE OF INCHES

SCALE

3 0 66

F

SCALE F

CRAWLSPACE RADON BARRIER TERMINATION

NOT TO SCALE

RADON SYSTEM - SECTION DIAGRAM

E.

W

I L L I A

M I V E S

Date:

(C-3530)

L I

C E NS E D A R C H I T ECT

S T A T E

O F W Y O M I N

G9/6/2024

OPERABLE PANELS: HOOK OPTION

HOOK

HOOK, TYP.

FIXED PANELS

(E) STONE PIER

OR WD POST

(E) STONE PIER OR

WOOD POST AS APPLIES

1X2 FRAME

WOOD LATTICE

1X2 FRAME

LATTICE

2X4 PT BLOCKING

2X4 PT BLOCKING,

DISCONTINUOUS AT

OPERABLE PANEL

2X4 PT BLOCKING

BEYOND

2X4 PT

WOOD

BLOCKING

1X2

WOOD

FRAME

WOOD

LATTICE

(E) PORCH

(E) PORCH

ALL UNDER DECK AREAS TO RECEIVE LATTICE. LOCATE ONE OPERABLE PANEL PER BUILDING.

(E) CONC. FOOTER

MID-HT BRACING

FOR STIFFENING

PANEL HTS GREATER

THAN 4'-0"

WIDTH TO ALIGN WITH POSTS

4' MAX.

PT NAILER

1X2 FRAME

LATTICE

(E) STRINGER

(E) STAIR

UNDER STAIRS

M

IN

M

IN

M

IN

G R E A T E R

A B O V E

F

IN

IS

H E D

G R A D E

F L O O R

H E

IG

H T S

L O C A T E D

O R

P R O V

ID

E

G U A R D R A

IL

A T

P O R C H

4" MAX.

6" MAX. SPHERE OPENING

NOTE: 1. GENERAL STAIR, RAILING AND GUARDRAIL ASSEMBLY / CONDITIONS VARY PER BUILDING. REFER TO ENLARGED

PLANS AND EXTERIOR ELEVATIONS FOR BUILDING-SPECIFIC CONFIGURATIONS.

2. NEW CONSTRUCTION TO MATCH EXISTING CONFIGURATION, DIMENSIONS, AND PROFILES, UON.

LATTICE UNDER

DECK/STAIRS, SEE DETAIL:

33-A8021

CLOSED RISER, MITER

CORNERS, TYP

BALUSTERS TO MATCH (E)

33-A802

33-A802

TYP

33-A802

BRACKET

4"MAX

H A N D R A

IL

CL

PLAN

SECTION

RAILING ASSEMBLY UON. SEE

ENLARGED PLANS AND EXTERIOR

ELEVATIONS FOR OCCURRENCE.

LANDING SLAB

SEE CIVIL FOR

BID OPTION AT

SIDEWALKS

ALIGN

1 1/2"

PIPE RAIL

HANDRAIL BRACKET

NEWEL POST

CLR

1 1/2"

CL

NOTE: SEE ENLARGED PLANS

FOR PLACEMENT LOCATIONS

NOTE:

1. GENERAL STAIR, RAILING AND GUARDRAIL ASSEMBLY,

CONDITIONS VARY PER BUILDING, VERIFY IN FIELD.

2. NEW CONSTRUCTION TO MATCH EXISTING

CONFIGURATION, DIMENSIONS, AND PROFILES, UON.

R

IS

E

M A X

E Q

E Q

NOSING

STRINGER BASE

ATTACHMENT, SEE

STRUCTURAL DRAWINGS

FOR MORE INFORMATION

1 1/4" THICK TREAD

BOARD W/ APPLIED

TRACTION SURFACE

3/4" RISER

33-A802

11"TYP

ATTACH NEWEL POST

TO FACE OF RISER.

NOTCH NOSING.

PT STRINGER

33-A802

CLR.

1 1/2"

METAL PIPE RAIL

HANDRAIL BRACKET

MOUNTING SURFACE

UNDER RAILING

NEWEL POST BEYOND

WOOD TOP RAIL

CHAMFERED ON TWO

SIDES

CL

3 1/2"

NOTE: SEE ENLARGED PLANS FOR

PLACEMENT LOCATIONS

CHAMFER ALL FOUR

SIDES OF POST

1/2"

1"CLR

C L R

TURN HANDRAIL TO TERMINATE

AT TOP & BOTTOM POSTS, TYP

CL

4"MAX

GUARDRAIL WHERE APPLICABLE,

SEE ENLARGED PLAN

4X4 NEWEL POST

1 1/2"

1-1/2"X 3-1/2" BOTTOM RAIL

1-1/2"X 1-1/2" BALLUSTERS

RIBBED ABRASIVE STAIR

NOSING

WOOD SCREW ANCHOR

3"

CONCAVE TRIM, RECESSED

FROM EDGE OF TREAD

1/8"

3/4"

1X SKIRT BOARD

POST AND BASE PER

STRUCTURAL

1 X TRIM

(E) RIM JOIST

SHORTEN (E)

COLUMN AS NEEDED

REPLACE IN-KIND

POST BASE TRIM

FOOTING PER

STRUCTURAL

M

IN1

MIN.

1/2"

FF PORCH

-0'-2"

SHORTEN (E) COLUMN

AS NEEDED

REPLACE IN-KIND

POST BASE TRIM

SEE STRUCTURAL DRAWINGS

FOR COLUMN CONNECTION

1X3 SKIRTBOARD

CONCRETE SLAB, SEE

STRUCTURAL DRAWINGS FOR

ADDITIONAL INFORMATION

2X PT FRAMING 24" O.C.

REPLACE (E) T&G DECKING

SLOPE 1/4"/12"

CONTROL JOINTS 2' O.C.-

DIRECTION OF SLOPE

WD RISER, MITERED

AT WD BOARD

TREAD BELOW

TREAD NOSING ABOVE

1 1/4" WD

STRINGER BOARD

PT WD STRINGER

1"

1X BASE TRIM

MITERED CORNERS

GLUE AND SCREW

1X COLUMN TRIM

STAGGERED CORNERS

COLUMN PER STRUCTURAL

(N) WOOD TONGUE AND

GROOVE DECKING

EDGE OF DECK

TITLE OF SHEETSUB SHEET NO.DESIGNED:

TECH REVIEW:

DATE:

PMIS NO.

SHEET

DRAWING NO.

OF

REHABILITATE EXTERIORS OF

HISTORIC FORT YELLOWSTONE BUILDINGS

YELLOWSTONE NATIONAL PARK

DRAWN:

173853-B

A u to d e s k

D o c s T

N P S

Y e ll

E x te ri o r R e h a b T

N P S

Y E L L

E x te ri o r R e h a b .r vt

STAIR & PORCH DETAILS

N/A

HC/AM/JH/IE

TM/HC

33-A802 307127

09/06/2024

CONSTRUCTION DRAWINGS

SCALE D

LATTICE UNDER DECK

SCALE D

TYPICAL STAIR ASSEMBLY

SCALE G

HANDRAIL AT NEWEL POST

SCALE E

WOOD STAIRS

SCALE G

HANDRAIL BETWEEN NEWEL POSTS

SCALE E

HANDRAIL RETURN

SCALE G

WOOD STAIRS NOSING

SCALE E

POST TO CONC FOOTING

SCALE F

WOOD PORCH AT SOG

SCALE G

PORCH - MITERED RISER AT STRINGER

SCALE OF INCHES

SCALE

1.5 0 33

G

SCALE OF INCHES

SCALE

6 0 1212

E

SCALE OF FEET

SCALE

0 1 21

D

SCALE OF INCHES

SCALE

3 0 66

F

SCALE F

POST BASE

E.

W

I L L I A

M I V E S

Date:

(C-3530)

L I

C E NS E D A R C H I T ECT

S T A T E

O F W Y O M I N

G9/6/2024

(E) WOOD SIDING

(E) FRAMING AND INSULATION

(E) BUILDING PAPER, DISCONTINUOUS

(E) BOARD SHEATHING

(E) INTERIOR WALL FINISH, VARIES

(E) WOOD SHINGLES

(E) FRAMING AND INSULATION

(E) BUILDING PAPER, DISCONTINUOUS

(E) BOARD SHEATHING

(E) INTERIOR WALL FINISH, VARIES

SECTION

WOOD SHIPLAP

WOOD SHINGLE

SECTION

INTERIOR EXTERIOR

INTERIOR EXTERIOR

NOTE: FOR REFERENCE ONLY

REINSTALL (E) RESTORED OR (N) WOOD SIDING

(E) FRAMING

FURRING AT 16" O.C.

PLYWOOD SHEATHING, SEE STRUCTURAL

DRAWINGS FOR ADDITIONAL INFORMATION

(E) WALL FINISH, VARIES - PROTECT

IN PLACE

SECTION

INSULATION TYPE A, THICKNESS AND

R-VALUE VARIES BY FRAMING DEPTH

WRB-3

(E) FRAMING

DRAINAGE MAT

PLYWOOD SHEATHING, SEE STRUCTURAL

DRAWINGS FOR MORE INFORMATION

(E) WALL FINISH, VARIES - PROTECT

IN PLACE

INSULATION TYPE A, THICKNESS AND

R-VALUE VARIES BY FRAMING DEPTH

WRB-3

WOOD SHINGLES

WOOD SHIPLAP

WOOD SHINGLE

SECTION

INTERIOR EXTERIOR

INTERIOR EXTERIOR

7d STAINLESS SIDING NAIL, 2 NAILS PER

BOARD WIDTH, ALIGNED VERTICALLY AT STUDS

WALL ASSEMBLY PER:

WRB-2 WITH LAPPED AND

TERMINATING EDGES SEALED WITH

MANUFACTURER'S MASTIC

SHEET METAL BASE FLASHING MECHANICALLY ANCHORED 16"

O.C. TO WALL SURFACE AND ATTACHED AT THE ROOF SURFACE

WITH 2" WIDE 24 OZ. S-CLIPS 24" O.C. WITH 2 ROOFING

NAILS PER CLIP - WITH KICK OUT FLASHING AT THE ENDS.

M

IN

ROOF ASSEMBLY

PER: 33-A8042

33-A8032

M

IN

RIVET AND SOLDER

WATERTIGHT AT FOLD-

4"WIDEX4"HIGHX8"MIN.

LONG - DIVERTS WATER

AWAY FROM THE WALL

1"

8"MIN.

BASE FLASHING

DRIP EDGE FLASHING

7 1/8"

DRIP EDGE FLASHING

WRB-1

FLEXIBLE FLASHING

SEALANT

M

IN

M

IN

WALL ASSEMBLY PER:

WRB-2 WITH LAPPED AND TERMINATING

EDGES SEALED WITH MANUFACTURER'S MASTIC

SHEET METAL BASE FLASHING WITH

RECEIVER MECHANICALLY ANCHORED 16"

O.C. TOP AND BOTTOM

SHEET METAL TRANSITION FLASHING SECURED

WITH 2" WIDE SHEET METAL S-CLIPS 24" O.C.

ATTACHED WITH 2 ROOFING NAILS PER CLIP

ROOF ASSEMBLY PER: 33-A8042

33-A8032

MIN.

6"

FLEXIBLE FLASHING - LAP FASTNER

SEALANT

REF. WALL ASSEMBLY

(SIM.) PER:

DISCONTINUOUS

SHINGLE BACKER

SECTION

METAL

FLASHING

INTERIOR EXTERIOR

REPAIR OR REPLACE

(E) TRIM

33-A8032

FLEXIBLE FLASHING

(E) METAL SHINGLES

(E) FRAMING AND INSULATION

(E) BLDG PAPER, DISCONTINUOUS

(E) BOARD SHEATHING

(E) INTERIOR WALL FINISH, VARIES

METAL SHINGLE

NOTE: FOR

REFERENCE ONLY

SECTION

INTERIOR EXTERIOR

METAL SHINGLE

SECTION

(E) FRAMING

DRAINAGE MAT

PLYWOOD SHEATHING, SEE STRUCTURAL

DRAWINGS FOR MORE INFORMATION

(E) WALL FINISH, VARIES - PROTECT

IN PLACE

INSULATION TYPE A. THICKNESS AND

R-VALUE VARIES BY FRAMING DEPTH

WRB-3

METAL SHINGLE SIDING

INTERIOR EXTERIOR

ELEVATION

WOOD LOUVER

"1/

2"

7/ 8"

1/ 4"

EXTERIOR

INSECT SCREEN &

FRAME

(N) WOOD CASING TO

MATCH

INTERIOR

DRAINAGE MAT

FLEXIBLE FLASHING

METAL FLASHING

SEALANT

FLUID APPLIED FLASHING

BACKER ROD & SEALANT

BACKER ROD & SEALANT

METAL FLASHING

FLUID APPLIED FLASHING

EXTERIOR

WALL ASSEMBLY

PER:

INTERIOR

1 1/2"1 1/2" SPLICE JOINT AT BUTT ENDS-

STAGGER SPLICES ON SUCCESSIVE

COURSE MIN. 3'-0" SEPARATION

SCREW AND PLUG

BOTH BOARDS ENDS

33-A8032

7d STAINLESS SIDING NAIL

AT 16" O.C. VERTICAL

EXTERIOR

INTERIOR

WALL ASSEMBLY

PER:

M A T C H

(E

MATCH (E)

3 1/2"3/4" LAP CORNER JOINT-PREDRILL

AND FASTEN AT LAP BOARD

RESTORED (E) OR (N) SIDING

PLAN

33-A8032

1"

RESTORED (E) OR (N) SIDING

CORNER TRIM EXTERIOR INTERIOR

WALL ASSEMBLY

PER:

PLAN

33-A8032

1"

WRB-3 CONTINUOUS AT CORNER

SECTION

INTERIOR EXTERIOR

DRYER VENT

WRB-3

FLUID APPLIED

FLASHING

WRB-3

FLUID APPLIED

FLASHING

M

IN

" SEALANT

FLEXIBLE FLASHING

SHEET METAL FLASHING

M

IN

WOOD FRAME

TITLE OF SHEETSUB SHEET NO.DESIGNED:

TECH REVIEW:

DATE:

PMIS NO.

SHEET

DRAWING NO.

OF

REHABILITATE EXTERIORS OF

HISTORIC FORT YELLOWSTONE BUILDINGS

YELLOWSTONE NATIONAL PARK

DRAWN:

173853-B

A u to d e s k

D o c s T

N P S

Y e ll

E x te ri o r R e h a b T

N P S

Y E L L

E x te ri o r R e h a b .r vt

WALL ASSEMBLIES &

DETAILS

N/A

HC/AM/JH/IE

TM/HC

33-A803 307127

09/06/2024

CONSTRUCTION DRAWINGS

SCALE OF INCHES

SCALE

6 0 1212

E

SCALE OF INCHES

SCALE

3 0 66

F

SCALE E

EXISTING WALL ASSEMBLY

SCALE E

WALL ASSEMBLY

SCALE F

SIDEWALL FLASHING

SCALE F

HEADWALL FLASHING

SCALE F

SIDING TRANSITION FLASHING

SCALE E

EXISTING WALL ASSEMBLY

SCALE E

WALL ASSEMBLY

SCALE F

GABLE VENT

SCALE F

SIDING SPLICE PLAN DETAIL

SCALE F

OUTSIDE CORNER TRIM

SCALE F

INSIDE CORNER TRIM

SCALE E

DRYER VENT FLASHING

E.

W

I L L I A

M I V E S

Date:

(C-3530)

L I

C E NS E D A R C H I T ECT

S T A T E

O F W Y O M I N

G9/6/2024

33-A8042

(E) EAVE, FASCIA

TRIM, AND SOFFIT

VARIES BY BUILDING

ROOF ASSEMBLY

PER

CONTINUOUS SHEET

METAL DRIP EDGE

FLASHING

WRB-2

WRB-1

2" WIDE SHEET METAL S-

CLIPS 24" O.C.-ATTACHED

WITH TWO ROOFING NAILS

CONTINUOUS SHEET

METAL CLEAT-

MECHANICALLY

FASTENED

WR

B-

1' /2

2" 3"

MI

N.

5"

2"

33-A8042

RIDGE ROLL CAP FLASHING,

MATCH METAL SHINGLE

MATERIAL, FINISH, AND COLOR

ROOF ASSEMBLY

PER

NOTE: ROOF SLOPE VARIES BY LOCATION

2" SHEET METAL S-CLEATS

PLACED 24" O.C.-SECURE WITH

TWO MECH ANCHORS PER CLEAT

WRB-1

WRB-2

W

RB-

1' - 0"M

IN.

7"

3"

LAP UPPER RIDGE ROLL

OVER LOWER RIDGE ROLL

SEAL RIDGE ROLL END

CAPS WATERTIGHT-

PROVIDE END CAPS

WHERE MISSING

M

IN

6"

33-A8042

VALLEY FLASHING,

MATCH SHINGLE

MATERIAL AND FINISH

1" V-CRIMP IF SLOPE

LESS THAN 6/12

ROOF ASSEMBLY

PER

SHEET METAL S-CLEATS

PLACED 24" O.C.-SECURE

WITH TWO MECHANICAL

ANCHORS PER CLEAT

CONTINUOUS CLEAT

SHOP RIVETED 6" O.C.

AND FULLY SOLDERED

3"

6"

2' 0"

MI

N.

WRB-2, CONTINUOUS

ACROSS VALLEY

33-A8042

HALF ROUND GUTTER

AND STRAP HANGER

(E) EAVE, VARIES

PER BUILDING

ROOF ASSEMBLY PER

EDGE FLASHING SIM,

PER 33-A8046

2"

3"

MI

N.

STRAP HANGER

WR

B-

9"

2x RAFTER EXTENSION, SEE

STRUCTURAL DRAWINGS FOR

ADDITIONAL INFORMATION

FACE NAIL NEW

RAFTER TAIL TO

EXISTING NAILER

(E) SOFFIT FRAMING-

PROTECT IN PLACE

(E) SOFFIT-PROTECT

IN PLACE

REINSTALL (E)

FASCIA TRIM

ROOF ASSEMBLY

PER: