B08_Section_J_Attachment_1_307127_Rehab_Exteriors_Ft_Yellowstone_CD_Drawings_23_AUG_2024_Part2.pdf

BUILDING ID: FMSS 3851

BUILDING #: 03

BUILDING NAME: FIELD OFFICER'S QUARTERS

YEAR BUILT DATE: 1909

LEVELS: FOUR (4) INCLUDING BASEMENT

CONSTRUCTION TYPE: IIIB

BUILDING SPECIFIC NOTES

B A R R A C K S

S T

O F F

IC

E R S

R O W

S T A B L E

S T

POWER HOU

SE RD.

WASHTUB R

OW

PO

W

ER

HO

US

E

BY

PA

SS

HI

GH

WA

Y

10 11 12

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

BUILDING #03 COVER

N/A

AM/JH/IE

TM/HC

03-A001 307127

09/06/2024

CONSTRUCTION DRAWINGS

NOT TO SCALE

BUILDING AREA PLAN

WEST ELEVATION OF BLDG. 3

SUMMARY OF WORK - BUILDING #3

SEE DRAWINGS FOR AREA OF WORK AND TREATMENT APPROACH.

SCOPE OF WORK INCLUDES BUT IS NOT LIMITED TO:

- REPLACE CONCRETE SLABS AT ENTRY PORCHES.

- NEW PRECAST CONCRETE CHIMNEY CAPS AT CHIMNEYS.

- REPAIR, REPOINT, AND CLEAN MASONRY AT BUILDING FOUNDATIONS, WALLS, PORCHES, AND CHIMNEYS

- NEW METAL HANDRAILS AT REPLACED STAIRS

- NEW CHIMNEY BRACING.

- REPAIR AND/OR REPLACE WOOD STAIRS, RAILINGS, AND GUARDRAILS.

- REPAIR AND/OR REPLACE WOOD TRIM COMPONENETS

- REPAIR, REPLACE, AND/OR INSTALL NEW WOOD LATTICE UNDER PORCHES AND STAIRS.

- REPAIR CRACKED ROOF TILES.

- REPLACE METAL STEP FLASHING AT PORCH ROOFS.

- RESTORE GUTTERS AND DOWNSPOUTS. ADD SPLASH BLOCKS.

- RESTORE WOOD DOORS, STORM DOORS, WINDOWS, AND STORM WINDOWS.

- REMOVE EXISTING PAINT AND PAINT ALL WOOD AND METAL COMPONENTS.

- NEW DRYER VENT TERMINATIONS.

FOR DRAWING SHEET INDEX, REFERENCE G-001

SUMMARY OF WORK - BUILDING #3

- REMOVE SATELLITE DISHES AND PROVIDE NEW FREESTANDING METAL POST MOUNT.

- REROUTE (E) RADON SYSTEM TO VENT THROUGH (E) CHIMNEY.

- REPAIR OF GRASS SOD AT AREAS DISTURBED DURING CONSTRUCTION.

- STRUCTURAL REPAIR OF MASONRY FOUNDATION WALLS.

- STRUCTURAL REPAIR AND UPGRADE OF BUILDING WALL FRAMING AND SHEATHING.

- STRUCTURAL UPGRADE OF ROOF FRAMING AND SHEATHING.

- NEW STRUCTURAL FRAMING AND FOUNDATIONS AT REHABILITATED PORCHES AND STAIRS.

- NEW STRUCTURAL STRAPPING AND BRACING AT CHIMNEYS

- REPLACEMENT OF AREAS OF CONCRETE SIDEWALK ADJACENT TO PORCHES AND STAIRS AND SELECT

RUNS OF SIDEWALK.

- NEW RADON SYSTEM TO VENT THROUGH (E) CHIMNEY.

- INSTALLATION OF GRAVEL DRAINAGE TRENCHES AT BUILDING PERIMETERS.

- GRADING AT BUILDING PERIMETERS.

- REPAIR OF ASPHALT AT DISTURBED AREAS AND NEW ASPHALT AT ACCESSIBLE PARKING.

- INSTALLATION OF PARKING WHEEL STOPS.

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

TP

TP

TP

TP

TP

UGC

W

UGE

SS

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-BPLANTING PLAN

03-L101 307127

09/06/2024

EK

SK

SK

CONSTRUCTION DRAWINGS

KEYMAP

02-L101

03-L101

04-L101

05-L101

06-L101

07-L101

08-L101

09- L101

14-L101

33-L101 32-L101 31-L101 30-L101

10-L101 11-L101

12-L101

3.D

3.C

3.B

3.1 3.2 3.3

3.A

55' - 7 1/4"

33' - 8" 21' - 11 1/4"

NIC:

PROVIDE SIMPSON AC POST

CAP TO BEAM ABV & (2)

SIMPSON RPBZ POST TO FTG,

TYP UNO; TO BE ADDED AT

FUTURE INTERIOR PHASE

(N)2'-0"SQx10"DP

CONC FTG W/

(3) #4 EA WAY

(TYP AT PORCH)

(E) STONE PIER

(E) CONC FDN WALL

T/FTG = 3'-0"

BELOW GRADE

(TYP AT PORCH)

(E) CONC PORCH

FDN ELEMENTS

(E) CONC FDN WALL

(E) CONC FDN WALL

(E) CONC WALL

(E) CONC WALL

(E) 18"SQ

CONC COL

(E) TUBE

STEEL COL

(E) 8x10

TIMBER COL

(N) 10"Ø CONC

SONOTUBE W/ (4)

#4 VERT & #3 TIES @

8" OC (TYP AT PORCH)

(N) PT COL TO BE

4x4 MIN & MATCH

(E) BLW PORCH TYP

03-S503

03-S501

TYP

TYP

(N) 18"Wx10"DP CONC

PAD W/ (3) #4 LONG

BARS AT STAIR

STRINGERS. MONOLITHIC

POUR W/ WALKWAY,

ADD'L INFO PER CIVIL

A S

R E Q 'D

(E) CONC PAD

1. STRUCTURAL GENERAL NOTES, DESIGN CRITERIA, ABBREVIATIONS

AND LEGEND PER S-001, S-002, S-003 & S-004.

2. VERIFY ALL DIMENSIONS AND ELEVATIONS WITH THE

ARCHITECTURAL DRAWINGS. ALL EXISTING DIMENSIONS SHALL BE

FIELD VERIFIED.

3. ADDITIONAL INFORMATION ON LOCATIONS AND EXTENTS OF

REPOINTING PER ARCHITECTURAL DRAWINGS.

4. NIC : 'NOT IN CONTRACT' AND INDICATES WORK TO BE

INCLUDED IN A FUTURE PHASE OF WORK.

FOUNDATION PLAN NOTES:

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 S tr u c t_

N P S

Y E L L

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

FOUNDATION PLAN

LMB

JNH

LMB

03-S101 307127

09/06/24

CONSTRUCTION DRAWINGS

BUILDING 3 FOUNDATION PLAN

PROJECT

NORTH

SCALE OF FEET

0' 4' 8'4'

3.B

3.1 3.2 3.3

3.A

55' - 7 1/4"

33' - 8" 21' - 11 1/4"

(E F L O O R

J O

IS

T S

(E) FLOOR JOISTS @ 16"

(E) PORCH JOISTS;

REPLACE DAMAGED

JOISTS AS NEEDED,

ASSUME 50%

REPLACEMENT

(E) PORCH JOISTS,

REPLACE DAMAGED

JOISTS AS NEEDED;

ASSUME 50%

REPLACEMENT

(E) DIAGONAL

PLANK SHEATHING

(E) BUILT-UP TIMBER BEAM BELOW

REPAIR CONC

STAIRS ON

GRADE PER

1-5/03-S501

(N) 4" CONC SLAB

ON GRADE W/ #4

@ 18" OC EW

(E) FLOOR JOISTS @ 16"

NIC:

(N) LATERAL CONNECTIONS

FROM FLOOR TO WALL,

TYP AT PERIMETER; TO BE

ADDED AT A FUTURE

INTERIOR PHASE

02-S502

02-S502

NIC

TYP

02-S502

02-S502

NIC TYP

CONTROL JOINT AT

12'-0" MAX &

2/03-S503

02-S501

DECKING SCOPE

PER ARCH

DECKING SCOPE

PER ARCH

03-S503

(N) PT 2x12 STAIR

STRINGER @ 3'-0"

OC MAX

(N) PT 2x10

(TYP AT LANDINGS)

(N) HUC HANGER

TO (E) RIM JOIST

(VIF) TYP, OR

LEDGER PL PER

3/03-S503

(N) HUC HANGER TYP

(N) PT (2)2x10

MIN (VIF) TYP

(DROPPED BEAM)

(N) HUC HANGER

TO (E) RIM JOIST

(VIF) TYP, OR

LEDGER PL PER

3/03-S503

(N) HUC

HANGER TYP

(N) PT 2x10

LEDGER MIN (VIF)

NIC:

(N) 1/2" FLOOR

SHEATHING OVER (E)

FLOOR PLANKS PER

1/03-S502

NIC

TYP

1. STRUCTURAL GENERAL NOTES, DESIGN CRITERIA, ABBREVIATIONS

AND LEGEND PER S-001, S-002, S-003 & S-004.

2. VERIFY ALL DIMENSIONS AND ELEVATIONS WITH THE

ARCHITECTURAL DRAWINGS. ALL EXISTING DIMENSIONS SHALL BE

FIELD VERIFIED.

3. ALL WOOD IN CONTACT WITH CONCRETE, SOIL OR EXPOSED TO

WEATHER SHALL BE PRESSURE-TREATED. COORDINATE FINISH

CARPENTRY WOOD MATERIALS WITH ARCHITECTURAL DRAWINGS AND

SPECIFICATIONS.

4. NIC: "NOT IN CONTRACT" AND INDICATES WORK TO BE INCLUDED

IN A FUTURE PHASE OF WORK.

5. 'SIMPSON' TYPE FASTENERS AND ANCHORS WERE USED AS A

BASIS OF DESIGN. REFERENCE GENERAL NOTES FOR FURTHER

GUIDANCE ON FASTENER AND ANCHOR SELECTION.

FLOOR FRAMING PLAN NOTES:

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 S tr u c t_

N P S

Y E L L

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

FIRST FLOOR FRAMING

PLAN

LMB

JNH

LMB

03-S201 307127

09/06/24

CONSTRUCTION DRAWINGS

BUILDING 3 LEVEL 1 FRAMING PLAN

PROJECT

NORTH

SCALE OF FEET

0' 4' 8'4'

3.B

3.1 3.2 3.3

3.A

55' - 7 1/4"

33' - 8" 21' - 11 1/4"

(E F L O O R

J O

IS

T S

OUTLINE OF

LOW PORCH ROOF

OUTLINE OF

LOW PORCH ROOF

NIC:

(N) LATERAL CONNECTIONS

FROM FLOOR TO WALL,

TYP AT PERIMETER; TO BE

ADDED AT A FUTURE

INTERIOR PHASE

02-S502

02-S502

NIC

TYP

02-S502

02-S502

NIC TYP

(E) DIAGONAL

PLANK SHEATHING

NIC:

(N) 1/2" FLOOR

SHEATHING OVER

(E) FLOOR

PLANKS PER

1/03-S502

1. STRUCTURAL GENERAL NOTES, DESIGN CRITERIA, ABBREVIATIONS

AND LEGEND PER S-001, S-002, S-003 & S-004.

2. VERIFY ALL DIMENSIONS AND ELEVATIONS WITH THE

ARCHITECTURAL DRAWINGS. ALL EXISTING DIMENSIONS SHALL BE

FIELD VERIFIED.

3. ALL WOOD IN CONTACT WITH CONCRETE, SOIL OR EXPOSED TO

WEATHER SHALL BE PRESSURE-TREATED. COORDINATE FINISH

CARPENTRY WOOD MATERIALS WITH ARCHITECTURAL DRAWINGS AND

SPECIFICATIONS.

4. NIC: "NOT IN CONTRACT" AND INDICATES WORK TO BE INCLUDED

IN A FUTURE PHASE OF WORK.

5. 'SIMPSON' TYPE FASTENERS AND ANCHORS WERE USED AS A

BASIS OF DESIGN. REFERENCE GENERAL NOTES FOR FURTHER

GUIDANCE ON FASTENER AND ANCHOR SELECTION.

FLOOR FRAMING PLAN NOTES:

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 S tr u c t_

N P S

Y E L L

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

SECOND FLOOR FRAMING

PLAN

LMB

JNH

LMB

03-S202 307127

09/06/24

CONSTRUCTION DRAWINGS

BUILDING 3 LEVEL 2 FRAMING PLAN

PROJECT

NORTH

SCALE OF FEET

0' 4' 8'4'

3.B

3.1 3.2 3.3

3.A

55' - 7 1/4"

33' - 8" 21' - 11 1/4"

(E F L O O R

J O

IS

T S

OUTLINE OF

LOW PORCH ROOF

PER 03-S202

OUTLINE OF

LOW PORCH ROOF

PER 03-S202

SHADING INDICATES

PARTIAL HEIGHT THIRD

FLOOR WALL ABOVE

NIC:

(N) LATERAL CONNECTIONS

FROM FLOOR TO WALL, TYP

AT PERIMETER; TO BE ADDED

AT A FUTURE INTERIOR

PHASE

02-S502

02-S502

NIC

TYP

02-S502

02-S502

NIC TYP

(E) DIAGONAL

PLANK SHEATHING

NIC:

(N) 1/2" FLOOR

SHEATHING OVER

(E) FLOOR

PLANKS PER

1/03-S502

1. STRUCTURAL GENERAL NOTES, DESIGN CRITERIA, ABBREVIATIONS

AND LEGEND PER S-001, S-002, S-003 & S-004.

2. VERIFY ALL DIMENSIONS AND ELEVATIONS WITH THE

ARCHITECTURAL DRAWINGS. ALL EXISTING DIMENSIONS SHALL BE

FIELD VERIFIED.

3. ALL WOOD IN CONTACT WITH CONCRETE, SOIL OR EXPOSED TO

WEATHER SHALL BE PRESSURE-TREATED. COORDINATE FINISH

CARPENTRY WOOD MATERIALS WITH ARCHITECTURAL DRAWINGS AND

SPECIFICATIONS.

4. NIC: "NOT IN CONTRACT" AND INDICATES WORK TO BE INCLUDED

IN A FUTURE PHASE OF WORK.

5. 'SIMPSON' TYPE FASTENERS AND ANCHORS WERE USED AS A

BASIS OF DESIGN. REFERENCE GENERAL NOTES FOR FURTHER

GUIDANCE ON FASTENER AND ANCHOR SELECTION.

FLOOR FRAMING PLAN NOTES:

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 S tr u c t_

N P S

Y E L L

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

THIRD FLOOR FRAMING

PLAN

LMB

JNH

LMB

03-S203 307127

09/06/24

CONSTRUCTION DRAWINGS

BUILDING 3 LEVEL 3 FRAMING PLAN

PROJECT

NORTH

SCALE OF FEET

0' 4' 8'4'

3.B

3.1 3.2 3.3

3.A

55' - 7 1/4"

33' - 8" 21' - 11 1/4"

ROOF OUTLINE

CHIMNEY COLLAR &

CONN TO (E) ROOF

PER 3&5/03-S502

CHIMNEY COLLAR

PER 5/03-S502

CHIMNEY COLLAR

PER 5/03-S502

NIC:

(N) 1/2" ROOF

SHEATHING OVER (E)

ROOF PLANKS PER

1/03-S502

HSS2x2x1/4

CHIMNEY BRACING

PER 4/03-S502

HSS2x2x1/4

CHIMNEY BRACING

PER 4/03-S502

1. STRUCTURAL GENERAL NOTES, DESIGN CRITERIA, ABBREVIATIONS

AND LEGEND PER S-001, S-002, S-003 & S-004.

2. VERIFY ALL DIMENSIONS AND ELEVATIONS WITH THE

ARCHITECTURAL DRAWINGS. ALL EXISTING DIMENSIONS SHALL BE

FIELD VERIFIED.

3. ALL DUCTS, CHASES AND PIPES SHALL BE PER MECHANICAL,

PLUMBING, ELECTRICAL AND SPRINKLER DRAWINGS.

4. NIC: "NOT IN CONTRACT" AND INDICATES WORK TO BE INCLUDED

IN A FUTURE PHASE OF WORK.

5. 'SIMPSON' TYPE FASTENERS AND ANCHORS WERE USED AS A

BASIS OF DESIGN. REFERENCE GENERAL NOTES FOR FURTHER

GUIDANCE ON FASTENER AND ANCHOR SELECTION.

ROOF FRAMING PLAN NOTES:

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 S tr u c t_

N P S

Y E L L

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

ROOF FRAMING PLAN

LMB

JNH

LMB

03-S204 307127

09/06/24

CONSTRUCTION DRAWINGS

BUILDING 3 ROOF FRAMING PLAN

PROJECT

NORTH

SCALE OF FEET

0' 4' 8'4'

PRODUCT GUIDE:

EUCOPATCH-FAST-SETTING

PATCHING AND REPAIR MATERIAL

EUCOPATCH-FLOWABLE MEDIUM

DEPTH MATERIAL

DURAL PREP AC-BONDING AGENT

& ANTI-CORROSION COATING

BARACADE WB244-WATER REPELLANT

CONCRETE SEALER FOR ALL EXISTING

STAIR AND LANDING SURFACES

DURAL 452 GEL HIGH STRENGTH

EPOXY BONDING ADHESIVE FOR

STRUCTURAL CRACK

NOTE:

ALL PRODUCTS NOTED ARE MANUFACTURED

BY THE EUCLID CHEMICAL COMPANY AND

WERE USED AS A BASIS OF DESIGN.

REFERENCE GENERAL NOTES FOR FURTHER

GUIDANCE ON CONCRETE REPAIR MATERIAL

SELECTION.

2" 2"

(A) CLEAN &

REMOVE ANY

UNSOUND CONC

(B) DRILL & EPOXY

EMBED 2-#3 HOOKED

BARS, MIN 3" EMBED

EA SIDE, USE 'HILTI'

HIT-HY 200

(A) APPLY SURFACE COAT

OF BONDING AGENT

(B) APPLY REPAIR MORTAR

PATCH TO FILL; FINISH

FLUSH WITH EXISTING

(C) APPLY SEALANT

TO LANDING AND

STAIR SURFACE

DAMAGED OR

SPALLING AREA

EXISTING CONDITION

STEP 1: PRE REPAIR AREA

STEP 2: CONC REPAIR

(A) CLEAN & REMOVE

ALL UNSOUND CONC

ALONG CRACK

(B) APPLY SURFACE

COAT BONDING AGENT

(A) INSTALL INJECTION

PORTS PER MANUF

(B) INJECT ADHESIVE

FROM BOTTOM UP

PER MANUF

RECOMMENDATIONS

(C) GRIND OFF CAPPING

ADHESIVE FLUSH TO

EXISTING

(D) APPLY SEALANT TO

LANDING AND STAIR

SURFACE

(E) CRACK IN STAIR

OR LANDING

EXISTING CONDITION: ELEVATION VIEW

STEP 1: PREP CRACK AREA STEP 2: INSTALL PORTS / EPOXY INJECTION

STEP 3: FINISH COAT

(E) DETERIORATED

CONCRETE

(A) CLEAN & REMOVE ALL

UNSOUND CONCRETE

(B) CLEAN EXPOSED REBAR,

REMOVE LOOSE RUST & METAL

(A) SPRAY RUST INHIBITOR BONDING

AGENT TO ALL SURFACES BEFORE

EPOXY PATCH

(C) APPLY SEALANT TO LANDING

AND STAIR SURFACES

(B) APPLY REPAIR MORTAR

PATCH TO FILL; FINISH FLUSH

TO EXISTING

EXISTING CONDITION

STEP 1: PREP REBAR &

CONCRETE AREA

STEP 2: INSTALL PORTS / EPOXY INJECT

STEP 3: FINISH COAT

(E) SPALLED

CONCRETE

EXISTING CONCRETE

WALL OR SLAB

CHIP & REMOVAL

ALL UNSOUND MATERIAL

(C) APPLY SEALANT TO

LANDING AND STAIR

SURFACES

(A) SPRAY BONDING

AGENT / RUST

INHIBITOR TO ALL

SURFACES

(B) INSTALL THIN

PARGE COAT FLUSH

TO EXISTING

EXISTING CONDITION

STEP 1: PREP REPAIR AREA STEP 2: CONCRETE REPAIR

NOTE:

SEE 1/ -S501 FOR PRODUCT

DESCRIPTIONS TO TAGS

(E) POST ABOVE

(N) POST BELOW

PER PLAN

(N) DROPPED BEAM

PER PLAN

(E) OR (N)

DECKING PER ARCH

NEW WORK NEW WORK- PLAN VIEW

RE-INSTALLED

(E) OR REPLACED

RIM JOIST

(N) DROPPED BEAM

PER PLAN

(E) OR REPLACED

PORCH JOIST,

BLOCKED OVER BEAM

RE-INSTALLED

(E) OR REPLACED

RIM JOIST

(N) POST PER PLAN

HANGER PER PLAN

(E) OR REPLACED

PORCH JOISTPLAN

NOTE:

CONTACT CONTRACTING

OFFICER IF (E) FRAMING

CONDITIONS DIFFER FROM

THOSE SHOWN

(E) JOIST PER PLAN

(E) TIMBER

BEAM PER PLAN

(N) (2) 1/2"Øx5"

TITEN HD W/ 4" EMBED

(E) CONC COL

PER PLAN

(N) L6x6x3/8x0'-6"

W/ (2) 3/8"Øx5" LAG

SCREWS, EA SIDE OF

CONC COL

TYP

1 1/2"

T Y P

TYP

4"

S E C T

IO

N

SECTION

(E) CONC COL

PER PLAN

2"2"2"

DETAIL TO BE COMPLETED AT

FUTURE INTERIOR PHASE.

NOT IN CONTRACT

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

NOTE:

'SIMPSON' TYPE FASTENERS AND ANCHORS WERE

USED AS A BASIS OF DESIGN.

REFERENCE GENERAL NOTES FOR FURTHER

GUIDANCE ON FASTENER AND ANCHOR SELECTION.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 S tr u c t_

N P S

Y E L L

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

STRUCTURAL DETAILS

LMB

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03-S501 307127

09/06/24

CONSTRUCTION DRAWINGS

CONCRETE REPAIR PRODUCT GUIDE

TYPICAL CONCRETE REPLACEMENT AT MISSING SECTION

TYPICAL CONCRETE CRACK REPAIR

TYPICAL EXPOSED AND CORRODED REBAR REPAIR

TYPICAL SPALLING CONCRETE REPAIR

(N) POST BELOW PORCH AND CONNECTION TO (E) POST ABV

TIMBER BEAM TO CONCRETE COLUMN CONNECTION

(E) ROOF PLANKING

PLY/OSB SHTG, SEE

PLAN FOR THICKNESS

16GAx1 1/2" STAPLES

@ 12" OC, FIELD, SEE

NOTE #2

16GAx1 1/2" STAPLES

@ 6" OC, PANEL EDGE,

SEE NOTE #2

PLY / OSB SHTHG,

SEE PLAN FOR

THICKNESS

SUPPLEMENT (E) NAILING,

MIN ADD (2)0.131"Øx2 1/2"

NAILS PER PLANK @ EA

RAFTER

(E

RA

FT

ER

S

BE

LO

W, S

PA

CIN

G

VA

RIE

S

SHEATHING OVERLAY ATTACHMENT REQUIREMENTS

NOTE:

1. (E) PLANKING NOT

SHOWN FOR CLARITY

2. CONTRACTOR TO

VERIFY STAPLES DO

NOT PENETRATE INTO

BLDG

3. PLY/ OSB

SHEATHING EDGES ARE

NOT REQUIRED TO

ALIGN W/ (E) RAFTERS

PRENAILING REQUIREMENTS

DETAIL TO BE

COMPLETED AT

FUTURE INTERIOR

PHASE; NOT IN

CONTRACT

(N) 0.148"Øx3" NAILS

@6"OC INTO BLKG

(E) FLOOR JOIST,

PER PLAN

(2) 5/8"Ø EPOXY

THREADED ROD

PER FACE, 5"

EMBED (8 TOTAL)

(N) 3x BLKG TO

MATCH JOIST DEPTH

FOR (3) BAYS

(N) SHTHG ATOP

(E) FLOOR SHTHG

(N) PANEL

EDGE NAIL

(E) BRICK CHIMNEY

1'-0"

6"

NOTE:

FLOOR ATTACHMENTS TO CHIMNEY ARE NOT IN

CONTRACT AND WILL OCCUR AT A FUTURE

PHASE OF INTERIOR WORK

5/03

NOTE:

CONTACT CONTRACTING

OFFICER IF (E) FRAMING

CONDITIONS DIFFER

FROM THOSE SHOWN

(E) CHIMNEY

ELEVATION

3" 1 1/2"

STEEL COLLAR

PER -S502

(E) RAFTER

3x6 BLKG AT PERIMETER

OF SHTHG PATCH;

0.131"Øx2 1/2" NAILS

@ 4"OC, STAGG, TO (N)

& (E) SHTHG

PL1/4x3"W COLLAR

EXTENSION TO ALIGN W/

(E) RAFTER FRAMING W/

(2) 1/2"Ø THRU BOLTS

M A X

"M

IN

3/163 SIDES

REMOVE (E) SHTHG AS REQ'D TO

INSTALL COLLAR CONN; REPLACE

W/ SHTHG PATCH TO MATCH

THICKNESS OF (E)

(N) 2x BLKG EA BAY W/

DIAPHRAGM EDGE NAILING

PER PLAN NOTES

(N) 3/4"Ø EPOXY

ANCHOR @ 4'-0" OC

MAX W/ 4" EMBED

PLAN

DETAIL TO BE COMPLETED

AT FUTURE INTERIOR

PHASE: NOT IN CONTRACT

(N) SIMPSON LTTP2

@ 5'-0" OC MAX

AT EA STRAP,

(N) 3/4"Ø EPOXY

ANCHOR W/ 8" EMBED

ROD COUPLER

AS REQD

CONT 2x BLKG

AT STRAP

(E) JOIST, TYP

(N) PT 2x10 W/ 3/4"Ø

THRD ROD, DOWELED &

EPOXIED INTO STONE

WALL W/ 8" EMBED

GRID

NIC:

(N) SHTHG PER PLAN

4x BLKG AT HDU2 PER PLAN

W/ 5/8"Ø THRD ROD,

DOWELED & EPOXIED INTO

STONE WALL @ 5'-0" MAX

(E) STONE WALL

PER PLAN

EMBED

8"

PROVIDE 0.148Øx3"

NAILS @ 4" OC

STAGGERED INTO

(N) BLOCKING

DETAIL TO BE

COMPLETED AT

FUTURE INTERIOR

PHASE; NOT IN

CONTRACT

(E) STONE CHIMNEY

CAREFULLY COORDINATE

DIMENSIONS OF COLLAR

BANDS & MITER EXTERIOR

CORNERS

CHIMNEY CORNER

ANGLE BEYOND

6"

TRIM WEB OF WT

CONN TO ROOF

PER -S502

3"

S E

C T

IO

N

(N) WT4x5, GRIND OUT

MORTAR JOINT 3/8"-1/2"

TO INSTALL; EMBED WEB MIN

2" INTO GROUT W/ EPOXY

BASED MORTAR

SECTION

(E) STONE CHIMNEY

FACE OF GROUT

1" MAX FROM

PL1/4x1"SQ @ 6"OC, BOTH LEGS OF WT; ADD'L

COMPRESSIBLE WASHER

TO LEVEL PER ARCH

PLAN

(N) WT COLLAR

W/ PL SPACERS

PER SECTION VIEW

L4x4x1/4x0'-4" TYP

(2) INT CORNERS

TRIM WT WEBS

AT INT CORNERS

3/16

ANGLE TO

EXT WT 3/16

INT WT TO

ANGLE

3/03

(E) STONE CHIMNEY

PLAN

EDGE OF (E) ROOF

(E

HI

P

BE

AM

SECTION

(E) WALL BLW

(N) STEEL COLLAR

BRACE PER -S502

(E) ROOF FRAMING

5/03

SECTION

(N) STEEL COLLAR

BRACE PER 5/03-S502

(N) HSS2x2x1/4 BRACE

W/ END PL1/4

PL3/8 EA MEMBER W/

5/8"Ø THRU BOLT

(6) 1/2"Øx6" LAG

SCREWS TOP PL TO BLKG;

SELECT REMOVAL OF INT

OR EXT FINISHES REQ'D

(E) RAFTER

(E) DBL TOP PL

(E) ROOF SHTHG

PL1/4x4x0'-7" W/

(4) 5/8"Ø LAG

SCREWS INTO BLKG

2"Ø PIPE STANDOFF

W/ END PL1/4

6x BLKG TO MATCH

(E) RAFTER DEPTH

T Y P

T Y P

2"

TYP

1"

3/16

PLAN

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

NOTE:

'SIMPSON' TYPE FASTENERS AND ANCHORS WERE

USED AS A BASIS OF DESIGN.

REFERENCE GENERAL NOTES FOR FURTHER

GUIDANCE ON FASTENER AND ANCHOR SELECTION.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 S tr u c t_

N P S

Y E L L

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

STRUCTURAL DETAILS

LMB

JNH

LMB

03-S502 307127

09/06/24

CONSTRUCTION DRAWINGS

(E) ROOF PLANKING NAILING AND (N) SHEATHING NAILING

(N) CONN AT (E) CHIMNEY TO (E) FLOOR

(N) CHIMNEY COLLAR CONNECTION TO (E) ROOF

(N) WALL TO DIAPHRAGM

CONNECTION-PERPENDICULAR

WALL TO DIAPHRAGM

CONNECTION - PARALLEL

(N) STEEL COLLAR AT (E) STONE CHIMNEY

CHIMNEY BRACE AT (E) DORMER FRAMING - PLAN

P E R

A R C H

R

IS

E R

D

IM

M

IN

TREAD DIM PER ARCH

(N) SOG &

REINF PER PLAN

#4 @ 18"OC EW

3/4" KEY

(2) #4B 6"

SIDEWALK

PER CIVIL

M

IN

#4 x

@ 18"OC T/SLAB

PER PLAN

24"

(E) CONC FDN WALL

TIES

PER PLAN

VERT REINF

PER PLAN

AT SQUARE PIER AT ROUND PIER

T Y P

C L R

P E R

P L A N

PER PLAN

TIES

PER PLAN

VERT REINF

PER PLAN

P E R

P L A N

T Y P

C L R

3/4" CHAMFER,

TYP

PLANS

PER PLAN

REINF PER PLAN

T/FTG

PER PLAN

SECTION

CONC PIER &

REINF PER PLANT/PIER

PER PLAN

3/4" CHAMFER, TYP

GRID

P L A N

P E R

H O O P T Y P

T O s t

POST WHERE

OCCURS PER PLAN

SIMPSON ABU POST BASE

C L R

STAIR TREADS &

RISERS PER ARCH

P E R

A R C H

R

IS

E R S

PT 2x4 PL W/ 3/8"Ø

TITEN HD @ 12"OC

PT STRINGER

PER PLAN

CONC PAD &

REINF PER PLAN

TREADS PER ARCH (E) PORCH

BEAM (VIF)

6" DEPTH MIN

(N) SIMPSON

LSC HGR

(E) STONE PIER;

REPOINT PER ARCH

(N) SIMPSON EPB44PHDG

POST BASE; DRILL &

EPOXY 4" THREADED

ROD INTO STONE PIER

(N) SKIRT BOARD PER PLAN

(N) POST PER PLAN

(N) DECKING

PER PLAN

(E) BEAM BEYOND

(E) PORCH JOIST,

REPLACE AS

NEEDED PER PLAN

NOTES:

1. ALL TABULATED VALUES ARE IN INCHES.

2. VALUES FOR UNCOATED REINFORCING AND NORMAL WEIGHT CONCRETE

WITH CLEAR SPACING > db, CLEAR COVER > db AND MINIMUM STIRRUPS OR

TIES THROUGHOUT Ld OR CLEAR SPACING > 2db AND CLEAR COVER > db.

3. TOP REINFORCING = HORIZONTAL REINFORCING WITH MORE THAN 12" OF

FRESH CONCRETE BELOW OR AS NOTED ON DOCUMENTS AS "TOP BAR".

GRADE 60 REINFORCING

BAR

SIZE

MISCELLANEOUS

BARS

TOP BARS

(see note #3)

HOOKED

BARS

Ld Splice Ld Splice Ldh f'c=4000psi

#3

#4

#5

#6

#7

#8

REINF PER PLAN

VAPOR BARRIER WHERE REQD

COMPACTED STRUCT FILL OR

COMPETENT NATIVE SOIL PER

GEOTECH REPORT

SUBGRADE PREPARATION

PER GEOTECH REPORT

CONSTRUCTION JOINT

CONTROL JOINT

SUBGRADE PREPARATION

PER GEOTECH REPORT

VAPOR BARRIER WHERE REQD

COMPACTED STRUCT FILL OR

COMPETENT NATIVE SOIL PER

GEOTECH REPORT

NOTES:

5/8"Ø x 24" SMOOTH BAR

@ 24"OC, GREASE ONE

SIDE IN DOWEL INSERT

REINF PER PLAN

1. CONSTRUCTION JOINT IS A JOINT

BETWEEN DIFFERENT POURS. CONTROL

JOINT IS A CRACK CONTROL JOINT

WITHIN THE SAME POUR.

2. USE "EARLY ENTRY DRY-CUT SAW"

AS SOON AS POSSIBLE WITHOUT

CAUSING RAVELING OF CONCRETE

EDGES. SAWCUT ALONG SHORT

DIRECTION OF POUR FIRST.

3. ALIGN A CONSTRUCTION OR CONTROL

JOINT WITH RE-ENTRANT SLAB

CORNERS, EACH WAY, TYPICAL.

4. CONSTRUCTION/CONTROL JOINT TO

ENCLOSE APPROXIMATE SQUARE AREAS

225 SQUARE FEET MAXIMUM, WITH

MAXIMUM PANEL ASPECT RATIO OF 1.3

TO 1.0.

5. CONTRACTOR TO SUBMIT

CONSTRUCTION/CONTROL JOINT PLAN TO

STRUCTURAL ENGINEER OF RECORD FOR

REVIEW/APPROVAL.

PER

PLAN

t

PER

PLAN

t t/4 SAWCUT DEPTH OR t/4

PREMOLDED JOINT (1 1/2" MIN)

T/SLAB

PER PLAN

T/SLAB

PER PLAN

REPRESENTATIVE PHOTO OF

BUILDING 33 CRAWLSPACE

REPRESENTATIVE PHOTO OF

BUILDING 33 CRAWLSPACE

DECKING PER ARCH

FULL DEPTH 2x

BLKG OVER BEAM

(E) JOIST

FRAMING ABV PT 2x12x1'-6" PL W/ (4)

1/2"Ø EPOXY ANCHORS INTO

(E) STONE FDN WALL BYND.

ADJ ANCHOR LOCATIONS UP TO

2" TO LOCATE IN SOLID STONE

(N) DROPPED BEAM &

HANGER PER PLAN

NOTE:

CONTACT CONTRACTING

OFFICER IF (E) FRAMING

CONDITIONS DIFFER FROM

THOSE SHOWN

TYP

1" MIN

TYP

2"

T Y P

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

NOTE:

'SIMPSON' TYPE FASTENERS AND ANCHORS WERE

USED AS A BASIS OF DESIGN.

REFERENCE GENERAL NOTES FOR FURTHER

GUIDANCE ON FASTENER AND ANCHOR SELECTION.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 S tr u c t_

N P S

Y E L L

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

STRUCTURAL DETAILS

LMB

JNH

LMB

03-S503 307127

09/06/24

CONSTRUCTION DRAWINGS

TYPICAL STAIR ON GRADE

EXTERIOR SPREAD FOOTING AT WOOD POST

TYPICAL EXTERIOR STAIRS TO CONC SLAB

(N) COLUMN TO (E) STONE PIER CONNECTION

LAP SPLICE AND DEVELOPMENT LENGTH SCHEDULE

SLAB ON GRADE

JOINT DETAILS WITH REINFORCING

LEDGER PLATE CONNECTION AT (N) PORCH BEAM

UP

3.C

3.B

3.1 3.2

3.3

3.A

BASEMENT

3.001

LAUNDRY

3.002

W.C.

3.003

GAME ROOM

3.004

UNEXCAVATED

CRAWLSPACE

55' - 7"

03-A1071

03-A106

03-A108

03-A109 1

(E)DS

(E)DS

DEMOLITION PLAN NOTES

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

2. SEE SPECIFICATIONS 02 41 19 SELECTIVE DEMOLITION FOR

DEMOLITION REQUIREMENTS.

3. COORDINATE DEMOLITION IN CONJUNCTION WITH

REHABILITATION AND NEW CONSTRUCTION.

4. WHERE NOTES IN THE DRAWINGS REQUIRE THE REMOVAL

OF A BUILDING ELEMENT OR SYSTEM OR A COMPLETE

COMPONENT COMPRISED OF MULTIPLE ELEMENTS, THE

CONTRACTOR SHALL DISASSEMBLE AND COMPLETELY

REMOVE FROM THE SITE EACH ITEM IN ITS ENTIRETY SO

AS TO ACCOMMODATE THE INSTALLATION OF THE NEW

WORK TO FOLLOW.

5. VENT TERMINATIONS, CONDUITS, DUCTS, PANELS, AND

PIPES LOCATED ON OR IN WALLS SCHEDULED FOR

DEMOLITION AND/OR REPAIR SHALL BE REMOVED AS PART

OF THE WORK UNLESS OTHERWISE NOTED. REINSTALL

ACTIVE SYSTEM ITEMS AT COMPLETION OF

DEMOLITION/REPAIR WORK IN LOCATION INDICATED ON

DRAWINGS. IF NEW LOCATION IS NOT PROVIDED, REINSTALL

IN SAME LOCATION.

6. EMBEDMENTS AND HOLES DRAWN AS 6" DIAMETER CIRCLES

FOR CLARITY. ACTUAL EMBEDMENT SIZES MAY VARY.

7. REMOVE, RESTORE, AND REINSTALL ALL WOOD SIDING AND

TRIM, UON. REPLACE WOOD SIDING AND TRIM REQUIRING

LEVEL 3 REPAIR. SEE SPECIFICATIONS 02 41 19 SELECTIVE

DEMOLITION, WOOD SIDING SALVAGE TABLE FOR

APPROXIMATE REPLACEMENT QUANTITIES.

8. REPAIR ALL EXTERIOR DOORS. SEE DOOR SCHEDULE FOR

REPAIR LEVELS.

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 BASEMENT

FLOOR PLAN

N/A

AM/JH/IE

TM/HC

03-A101 307127

09/06/2024

CONSTRUCTION DRAWINGS

PROJECT

NORTH

SCALE OF FEET

0 4 84

LEVEL 0

DEMOLITION KEYNOTES

10 REMOVE RADON VENT, TERMINATION PIPING, AND FAN.

CONNECT EXISTING CRAWLSPACE/BASEMENT PIPING TO NEW

RADON SYSTEM COMPONENTS

90 REPAIR WINDOW AND REPLACE MISSING PANE OF GLASS.

SEE WINDOW SCHEDULE.

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

UP

DN

3.D

3.C

3.B

3.1 3.2

3.3

3.A

3A.111A

3A.103

3A.101

STUDY

3.102

HALLVESTIBULE

3.101

STAIRWELL

3.103

STORAGE

ROOM

3.104

KITCHEN

3.106

PANTRY

3.105

W.C.

3.107DINING ROOM

3.108

PARLOR

3.109

CLOS.

3A.111B

55' - 7"

FRONT

PORCH

REAR

PORCH

DN

03-A1071

03-A1072

03-A106

03-A108

03-A107

03-A109 1

OUTLINE OF ROOF ABOVE

SOUTH

PORCH

(E)DS

(E)DS

(E)DS

(E)DS

(E)DS

(E)DS

(E)DS

DEMOLITION PLAN NOTES

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

2. SEE SPECIFICATIONS 02 41 19 SELECTIVE DEMOLITION FOR

DEMOLITION REQUIREMENTS.

3. COORDINATE DEMOLITION IN CONJUNCTION WITH

REHABILITATION AND NEW CONSTRUCTION.

4. WHERE NOTES IN THE DRAWINGS REQUIRE THE REMOVAL

OF A BUILDING ELEMENT OR SYSTEM OR A COMPLETE

COMPONENT COMPRISED OF MULTIPLE ELEMENTS, THE

CONTRACTOR SHALL DISASSEMBLE AND COMPLETELY

REMOVE FROM THE SITE EACH ITEM IN ITS ENTIRETY SO

AS TO ACCOMMODATE THE INSTALLATION OF THE NEW

WORK TO FOLLOW.

5. VENT TERMINATIONS, CONDUITS, DUCTS, PANELS, AND

PIPES LOCATED ON OR IN WALLS SCHEDULED FOR

DEMOLITION AND/OR REPAIR SHALL BE REMOVED AS PART

OF THE WORK UNLESS OTHERWISE NOTED. REINSTALL

ACTIVE SYSTEM ITEMS AT COMPLETION OF

DEMOLITION/REPAIR WORK IN LOCATION INDICATED ON

DRAWINGS. IF NEW LOCATION IS NOT PROVIDED, REINSTALL

IN SAME LOCATION.

6. EMBEDMENTS AND HOLES DRAWN AS 6" DIAMETER CIRCLES

FOR CLARITY. ACTUAL EMBEDMENT SIZES MAY VARY.

7. REMOVE, RESTORE, AND REINSTALL ALL WOOD SIDING AND

TRIM, UON. REPLACE WOOD SIDING AND TRIM REQUIRING

LEVEL 3 REPAIR. SEE SPECIFICATIONS 02 41 19 SELECTIVE

DEMOLITION, WOOD SIDING SALVAGE TABLE FOR

APPROXIMATE REPLACEMENT QUANTITIES.

8. REPAIR ALL EXTERIOR DOORS. SEE DOOR SCHEDULE FOR

REPAIR LEVELS.

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 FIRST FLOOR

PLAN

N/A

AM/JH/IE

TM/HC

03-A102 307127

09/06/2024

CONSTRUCTION DRAWINGS

PROJECT

NORTH

SCALE OF FEET

0 4 84

LEVEL 1

DEMOLITION KEYNOTES

29 REPAIR CONCRETE STAIRS. SEE STRUCTURAL DRAWINGS FOR

ADDITIONAL INFORMATION

64 REPAIR WOOD PORCH ASSEMBLY. SEE PLANS AND

ELEVATIONS FOR LEVEL OF REPAIR. REMOVE AND REINSTALL

WOOD COMPONENTS AS NEEDED TO FACILITATE STRUCTURAL

REPAIRS. SEE STRUCTURAL DRAWINGS FOR ADDITIONAL

INFORMATION

69 DEMO CONCRETE PORCH SLAB. PROTECT IN-PLACE

ADJACENT ELEMENTS

74 REMOVE AND REINSTALL (E) ELECTRIC PANELS FOLLOWING

EXTERIOR IMPROVEMENTS.

94 DEMO WOOD STAIR ASSEMBLY. SEE STRUCTURAL DRAWINGS

FOR ADDITIONAL INFORMATION

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

UP

3.D

3.C

3.B

3.1 3.2

3.3

3.A

BEDROOM

3.201

BATHROOM

3.207

HALL

STORAGE

CLOSET

3.202

CLOSET

BEDROOM

3.203

BATHROOM

3.204

BEDROOM

3.205BEDROOM

3.206

CLOS.

CLOS.

CLOSET

55' - 7"

03-A1071

03-A106

03-A108

03-A109 1

3 3

OUTLINE OF ROOF ABOVE

50 50

4" / 12"

4" / 12"

(E)DS

(E)DS

(E)DS

(E)DS

(E)DS(E)DS

(E)DS

DEMOLITION PLAN NOTES

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

2. SEE SPECIFICATIONS 02 41 19 SELECTIVE DEMOLITION FOR

DEMOLITION REQUIREMENTS.

3. COORDINATE DEMOLITION IN CONJUNCTION WITH

REHABILITATION AND NEW CONSTRUCTION.

4. WHERE NOTES IN THE DRAWINGS REQUIRE THE REMOVAL

OF A BUILDING ELEMENT OR SYSTEM OR A COMPLETE

COMPONENT COMPRISED OF MULTIPLE ELEMENTS, THE

CONTRACTOR SHALL DISASSEMBLE AND COMPLETELY

REMOVE FROM THE SITE EACH ITEM IN ITS ENTIRETY SO

AS TO ACCOMMODATE THE INSTALLATION OF THE NEW

WORK TO FOLLOW.

5. VENT TERMINATIONS, CONDUITS, DUCTS, PANELS, AND

PIPES LOCATED ON OR IN WALLS SCHEDULED FOR

DEMOLITION AND/OR REPAIR SHALL BE REMOVED AS PART

OF THE WORK UNLESS OTHERWISE NOTED. REINSTALL

ACTIVE SYSTEM ITEMS AT COMPLETION OF

DEMOLITION/REPAIR WORK IN LOCATION INDICATED ON

DRAWINGS. IF NEW LOCATION IS NOT PROVIDED, REINSTALL

IN SAME LOCATION.

6. EMBEDMENTS AND HOLES DRAWN AS 6" DIAMETER CIRCLES

FOR CLARITY. ACTUAL EMBEDMENT SIZES MAY VARY.

7. REMOVE, RESTORE, AND REINSTALL ALL WOOD SIDING AND

TRIM, UON. REPLACE WOOD SIDING AND TRIM REQUIRING

LEVEL 3 REPAIR. SEE SPECIFICATIONS 02 41 19 SELECTIVE

DEMOLITION, WOOD SIDING SALVAGE TABLE FOR

APPROXIMATE REPLACEMENT QUANTITIES.

8. REPAIR ALL EXTERIOR DOORS. SEE DOOR SCHEDULE FOR

REPAIR LEVELS.

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 SECOND

FLOOR PLAN

N/A

AM/JH/IE

TM/HC

03-A103 307127

09/06/2024

CONSTRUCTION DRAWINGS

PROJECT

NORTH

SCALE OF FEET

0 4 84

LEVEL 2

DEMOLITION KEYNOTES

3 REMOVE FLASHING

50 REMOVE ROOF MORTAR AT STEP 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

3.B

3.1 3.2

3.3

3.A

BEDROOM

3.302

STAIR HALL

CLOSET

BEDROOM

3.303

BATHROOM

3.304

BEDROOM

3.305

BEDROOM

3.301 CLOS.CLOS.

55' - 7"

DN

03-A1071

03-A106

03-A108

03-A109 1

(E)DS

(E)DS

(E)DS

(E)DS

(E)DS

(E)DS

(E)DS

(E)DS

DEMOLITION PLAN NOTES

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

2. SEE SPECIFICATIONS 02 41 19 SELECTIVE DEMOLITION FOR

DEMOLITION REQUIREMENTS.

3. COORDINATE DEMOLITION IN CONJUNCTION WITH

REHABILITATION AND NEW CONSTRUCTION.

4. WHERE NOTES IN THE DRAWINGS REQUIRE THE REMOVAL

OF A BUILDING ELEMENT OR SYSTEM OR A COMPLETE

COMPONENT COMPRISED OF MULTIPLE ELEMENTS, THE

CONTRACTOR SHALL DISASSEMBLE AND COMPLETELY

REMOVE FROM THE SITE EACH ITEM IN ITS ENTIRETY SO

AS TO ACCOMMODATE THE INSTALLATION OF THE NEW

WORK TO FOLLOW.

5. VENT TERMINATIONS, CONDUITS, DUCTS, PANELS, AND

PIPES LOCATED ON OR IN WALLS SCHEDULED FOR

DEMOLITION AND/OR REPAIR SHALL BE REMOVED AS PART

OF THE WORK UNLESS OTHERWISE NOTED. REINSTALL

ACTIVE SYSTEM ITEMS AT COMPLETION OF

DEMOLITION/REPAIR WORK IN LOCATION INDICATED ON

DRAWINGS. IF NEW LOCATION IS NOT PROVIDED, REINSTALL

IN SAME LOCATION.

6. EMBEDMENTS AND HOLES DRAWN AS 6" DIAMETER CIRCLES

FOR CLARITY. ACTUAL EMBEDMENT SIZES MAY VARY.

7. REMOVE, RESTORE, AND REINSTALL ALL WOOD SIDING AND

TRIM, UON. REPLACE WOOD SIDING AND TRIM REQUIRING

LEVEL 3 REPAIR. SEE SPECIFICATIONS 02 41 19 SELECTIVE

DEMOLITION, WOOD SIDING SALVAGE TABLE FOR

APPROXIMATE REPLACEMENT QUANTITIES.

8. REPAIR ALL EXTERIOR DOORS. SEE DOOR SCHEDULE FOR

REPAIR LEVELS.

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 THIRD FLOOR

PLAN

N/A

AM/JH/IE

TM/HC

03-A104 307127

09/06/2024

CONSTRUCTION DRAWINGS

PROJECT

NORTH

SCALE OF FEET

0 4 84

LEVEL 3

DEMOLITION KEYNOTES

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

3.B

3.1 3.2

3.3

3.A

9" / 12"

9" / 12"

9" / 12"

9" / 12"

9" / 12"

9" / 12"

9" / 12"

9" / 12"

9" / 12"

9" / 12"

4" / 12"

9" / 12"

9" / 12"

55' - 7"

4" / 12"

(E)DS

(E)DS

(E)DS

03-A1071

03-A106

03-A108

03-A109 1

(E)DS

(E)DS

(E)DS

(E)DS

(E)DS

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

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.

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

03-A105 307127

09/06/2024

CONSTRUCTION DRAWINGS

PROJECT

NORTH

SCALE OF FEET

0 4 84

ROOF

DEMOLITION KEYNOTES

1 REMOVE EMBEDMENT

27 REMOVE, RESTORE, AND REINSTALL (E)

GUTTER AND (E) DOWNSPOUT. SEE EXTERIOR

DETAILS

111 REPLACE SINGLE ROOF TILE

112 REPLACE MULTIPLE ROOF TILE UNITS

191 DEMO (E) TERRACOTTA FLUE LINER DOWN

TO T.O. UPPERMOST MASONRY COURSE.

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

20' - 8 1/2"

LEVEL 3

10' - 8 1/2"

LEVEL 2

-8' - 4"

LEVEL 0

28' - 8"

ROOF

3.13.23.3

3.N0.01

3.N1.01

3.N2.01

3.N2.02

3.N1.02

3.N2.03

3.N1.03

3.N0.02 3.N0.03

3.N1.04

3.N2.04

3.N3.023.N3.01

AT RAFTER

TAILS, TYP.

AT DORMERS, TYP.

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

03-A106 307127

09/06/2024

CONSTRUCTION DRAWINGS

SCALE OF FEET

0 4 84

NORTH ELEVATION

DEMOLITION KEYNOTES

1 REMOVE EMBEDMENT

15 REPOINT MORTAR

16 REPAIR STONE

22 LEVEL 1 WOOD REPAIR

27 REMOVE, RESTORE, AND REINSTALL (E) GUTTER AND (E)

DOWNSPOUT. SEE EXTERIOR DETAILS

28 REPAIR SPALLING

30 LEVEL 1 CRACK REPAIR

31 LEVEL 2 CRACK REPAIR

32 LEVEL 3 CRACK REPAIR

36 CLEAN SOILING (CEMENTITIOUS)

39 CLEAN SOILING (RUST STAINING)

72 REMOVE (E) DRYER VENT & INSTALL NEW VENT

TERMINATION

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

20' - 8 1/2"

LEVEL 3

10' - 8 1/2"

LEVEL 2

-8' - 4"

LEVEL 0

28' - 8"

ROOF

3.D3.C3.B3.A

3.E3.01 3.E3.02 3.E3.03

3.E2.03

3.E2.023.E2.01

3.E1.05

3.E0.023.E0.01

3.E1.02 3.E1.04

3.E1.03

SEE DEMO ROOF PLAN

FOR ROOF SCOPE

AT RAFTER

TAILS, TYP.22

AT DORMERS, TYP.

0' - 0"

LEVEL 1

10' - 8 1/2"

LEVEL 2

3.B

3.E1.01

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

0' - 0"

LEVEL 1

3.2

3.S1.03

3.S1.04

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

03-A107 307127

09/06/2024

CONSTRUCTION DRAWINGS

SCALE OF FEET

0 4 84

EAST ELEVATION

EAST ELEVATION PORCH

DEMOLITION KEYNOTES

1 REMOVE EMBEDMENT

3 REMOVE FLASHING

15 REPOINT MORTAR

16 REPAIR STONE

18 REMOVE AREA OF METAL CORROSION, REPAIR OR

REPLACE

22 LEVEL 1 WOOD REPAIR

23 LEVEL 2 WOOD REPAIR

24 LEVEL 3 WOOD REPAIR

27 REMOVE, RESTORE, AND REINSTALL (E) GUTTER AND (E)

DOWNSPOUT. SEE EXTERIOR DETAILS

28 REPAIR SPALLING

30 LEVEL 1 CRACK REPAIR

31 LEVEL 2 CRACK REPAIR

32 LEVEL 3 CRACK REPAIR

38 CLEAN SOILING (PAINT SPLATTERS)

43 REPAIR STONE DELAMINATION

71 REMOVE (E) VENT

73 REMOVE AND SALVAGE (E) LIGHT FIXTURE

SOUTH ELEVATION PORCH

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

20' - 8 1/2"

LEVEL 3

10' - 8 1/2"

LEVEL 2

-8' - 4"

LEVEL 0

28' - 8"

ROOF

3.1 3.2 3.3

3.S3.03 3.S3.023.S3.01

3.S2.01

3.S1.01 3.S1.02

3.S0.01 3.S0.02

3.S1.09

3.S0.03

3.S2.04

3.S2.03

3.S2.02

3.S1.083.S1.07

3.S1.06

3.S1.05

AT BACK FACE OF CHIMNEY

30 37

SEE DEMO ROOF PLAN

FOR ROOF SCOPE

AT RAFTER

TAILS, TYP.

AT DORMERS, TYP.

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

03-A108 307127

09/06/2024

CONSTRUCTION DRAWINGS

SCALE OF FEET

0 4 84

SOUTH ELEVATION

DEMOLITION KEYNOTES

1 REMOVE EMBEDMENT

3 REMOVE FLASHING

10 REMOVE RADON VENT, TERMINATION PIPING, AND FAN.

CONNECT EXISTING CRAWLSPACE/BASEMENT PIPING TO NEW

RADON SYSTEM COMPONENTS

14 REMOVE SERVICE EQUIPMENT

15 REPOINT MORTAR

16 REPAIR STONE

18 REMOVE AREA OF METAL CORROSION, REPAIR OR REPLACE

22 LEVEL 1 WOOD REPAIR

23 LEVEL 2 WOOD REPAIR

24 LEVEL 3 WOOD REPAIR

DEMOLITION KEYNOTES

27 REMOVE, RESTORE, AND REINSTALL (E) GUTTER AND (E)

DOWNSPOUT. SEE EXTERIOR DETAILS

28 REPAIR SPALLING

30 LEVEL 1 CRACK REPAIR

31 LEVEL 2 CRACK REPAIR

37 CLEAN SOILING (EFFLORESCENCE)

39 CLEAN SOILING (RUST STAINING)

42 REPAIR EXFOLIATION

43 REPAIR STONE DELAMINATION

72 REMOVE (E) DRYER VENT & INSTALL NEW VENT TERMINATION

73 REMOVE AND SALVAGE (E) LIGHT FIXTURE

90 REPAIR WINDOW AND REPLACE MISSING PANE OF GLASS. SEE

WINDOW SCHEDULE.

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

20' - 8 1/2"

LEVEL 3

10' - 8 1/2"

LEVEL 2

28' - 8"

ROOF

3.D 3.C 3.B 3.A

3.W3.01 3.W3.02 3.W3.03

3.W2.043.W2.03

3.W1.04

3.W0.01

3.W1.03

3.W2.02

3.W2.01

3.W1.01

3.W1.02

31 28

AT GRIDLINE 3.1 AT GRIDLINE 3.1

SEE DEMO ROOF PLAN

FOR ROOF SCOPE

AT RAFTER

TAILS, TYP.

AT DORMERS, TYP.

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

03-A109 307127

09/06/2024

CONSTRUCTION DRAWINGS

SCALE OF FEET

0 4 84

WEST ELEVATION

DEMOLITION KEYNOTES

1 REMOVE EMBEDMENT

2 REMOVE METAL SURFACE CORROSION

3 REMOVE FLASHING

15 REPOINT MORTAR

16 REPAIR STONE

22 LEVEL 1 WOOD REPAIR

24 LEVEL 3 WOOD REPAIR

26 REPLACE DAMAGED METAL

27 REMOVE, RESTORE, AND REINSTALL (E) GUTTER AND (E)

DOWNSPOUT. SEE EXTERIOR DETAILS

28 REPAIR SPALLING

29 REPAIR CONCRETE STAIRS. SEE STRUCTURAL DRAWINGS

FOR ADDITIONAL INFORMATION

30 LEVEL 1 CRACK REPAIR

31 LEVEL 2 CRACK REPAIR

32 LEVEL 3 CRACK REPAIR

37 CLEAN SOILING (EFFLORESCENCE)

38 CLEAN SOILING (PAINT SPLATTERS)

39 CLEAN SOILING (RUST STAINING)

41 REPAIR ERODED MASONRY, LEVEL 2 UON

43 REPAIR STONE DELAMINATION

75 (E) HOSE BIB TO REMAIN

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

03-A301

03-A303

03-A3021

03-A304 1

BASEMENT

3.001

LAUNDRY

3.002

W.C.

3.003

GAME ROOM

3.004

UNEXCAVATED

CRAWLSPACE

3.D

3.C

3.B

3.1 3.2

3.3

55' - 7"

3.A

03-A801

03-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 BED AT FOUNDATION

PERIMETER.

4. SEE SHEET A901 FOR WINDOW & DOOR SCHEDULE.

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

6. DIMENSIONS AND REFERENCE TAGS ARE SHOWN ON ENLARGED

PLANS WHEN ENLARGED PLANS ARE PROVIDED.

7. SLOPE RADON BRANCH PIPING 1/8" PER FOOT, TYP UON.

8. WOOD PORCH FLOORING TONGUE & GROOVE, UON.

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