Drawings__1_-_Saxton_House.pdf

3RD ST

2ND ST

TUSCARAWAS ST

4TH ST

5TH ST

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3RD ST

2ND ST

4TH ST

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VISITOR

CENTER

SAXTON HOUSE

FIRST LADIES

NATIONAL

HISTORIC SITE

PARK - NOT

OWNED BY NPS

NPS-OWNED

PARKING LOT

PARKING LOT - NOT

OWNED BY NPS

TITLE OF SHEET DRAWING NO.

PMIS/PKG NO.

SHEET

OF

FIRST LADIES NATIONAL HISTORIC SITE

80022

241935

EXT. PAINTING & REPAIRS CONSTRUCTION DRAWINGS

UNITED STATES

DEPARTMENT OF THE INTERIOR

NATIONAL PARK SERVICE

DENVER SERVICE CENTER REGION

COUNTY

STARK

STATE

OHIO 01 30

CONSTRUCTION DRAWINGS

EXTERIOR PAINTING AND REPAIRS OF SAXTON HOUSE

FIRST LADIES NATIONAL HISTORIC SITE

SHEET INDEX

0 5 10 20 30 40

MILES

331 MARKET AVE S., CANTON, OH 44702

SUITE 100, 1701 OAK STREET

KANSAS CITY, MISSOURI 64108

LOCATION WITHIN PARK

SAXTON HOUSE

NAME OF PARK

/2

/2

:3 :2

P

M

COVER

G0.1 GENERAL NOTES AND EXISTING SITE PLAN

A1.0 EXISTING BASEMENT AND PORCH FLOOR PLAN

A1.1 EXISTING FIRST FLOOR PLAN

A1.2 SECOND FLOOR DEMOLITION PLAN

A1.3 SECOND FLOOR PLAN

A1.4 EXISTING THIRD FLOOR PLAN

A2.0 EAST ELEVATION REPAIRS

A2.1 NORTH ELEVATION REPAIRS

A2.2 NORTH ELEVATION REPAIRS

A2.3 NORTH ELEVATION REPAIRS

A2.4 WEST ELEVATION REPAIRS

A2.5 WEST ELEVATION REPAIRS

A2.6 SOUTH ELEVATION REPAIRS

A2.7 SOUTH ELEVATION REPAIRS

A2.8 SOUTH ELEVATION REPAIRS

A2.9 SOUTH ELEVATION REPAIRS

A2.10 SOUTH ELEVATION REPAIRS

A3.0 WINDOW TYPES AND DETAILS

A3.1 FIRST FLOOR WINDOW SCHEDULE

A3.2 SECOND FLOOR WINDOW SCHEDULE

A3.3 THIRD FLOOR WINDOW SCHEDULE

A3.4 WINDOW ELEVATIONS REPAIRS

A3.5 WINDOW ELEVATIONS REPAIRS

A3.6 WINDOW ELEVATIONS REPAIRS

A3.7 WINDOW ELEVATIONS REPAIRS

A3.8 WINDOW ELEVATIONS REPAIRS

A4.0 PORCH ROOF DETAILS

A4.1 PORCH AND PORCH ROOF DETAILS

A4.2 PORCH RAIL DETAILS

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0 40 80 160 240 320

FEET

REBECCA GAEBLER

2118415

2/21/2022

NPS PROPERTY

LINE

PARK - NOT

OWNED BY NPS

PARKING LOT - NOT

OWNED BY NPS

VISITOR CENTER

C O

U R

T A

V E

M A

R K

E T

A V

E

2ND ST

4TH ST

EXISTING NPS STORAGE SHED

CONTRACTOR MAY USE UP TO (5) PARKING SPOTS IN THE

NORTHWEST CORNER OF THE NPS PARKING LOT FOR

STAGING, STORAGE, AND GENERAL CONSTRUCTION

FACILITIES (INCLUDING LARGE EQUIPMENT STORAGE AND

TEMPORARY TOILET FACILITIES)

EXISTING NPS PARKING LOT SAXTON

HOUSE

DESIGNED:

CADD:

TECH. REVIEW:

DATE:

SUB SHEET NO. TITLE OF SHEET DRAWING NO.

PMIS/PKG NO.

SHEET

OF

FIRST LADIES NATIONAL HISTORIC SITE

80022

241935

CA/JT

CA/JT

AG

SUITE 100, 1701 OAK STREET

KANSAS CITY, MISSOURI 64108 02.22.20222

/2

/2

:3 :2

P

M G0.1

GENERAL NOTES AND

EXISTING SITE PLAN

BACKGROUND: THE SAXTON MCKINLEY HOUSE AT THE FIRST LADIES NATIONAL HISTORIC

SITE WAS THE FAMILY HOME OF IDA MCKINLEY, WIFE OF PRESIDENT MCKINLEY. THE

ORIGINAL PORTION OF THE HOME WAS CONSTRUCTED BY IDA’S GRANDPARENTS IN THE

1840’S, WITH A LARGE ADDITION AND MAJOR RENOVATION AROUND 1870. IN THE EARLY 20TH

CENTURY, THE HOME WAS SOLD OUT OF THE FAMILY AND WAS TRANSFORMED INTO A

COMMERCIAL PROPERTY WITH ADDITIONS CONSTRUCTED ON THE SOUTH, EAST, AND

NORTH SIDES OF THE HOUSE. THE PROPERTY WAS ACQUIRED IN 1979 BY A DESCENDANT

OF IDA’S SISTER, MARY, WITH THE GOAL TO RESTORE THE PROPERTY. THE PROPERTY WAS

LISTED ON THE NATIONAL REGISTER OF HISTORIC PLACES THAT SAME YEAR. THE

EXTERIOR RENOVATION WAS COMPLETED AROUND 1980. THE INTERIOR RENOVATION

WORK OCCURRED IN SEVERAL PHASES FROM THE LATE 1980S TO 2003. THE FIRST LADIES

NATIONAL HISTORIC SITE WAS OFFICIALLY NAMED A UNIT OF THE NATIONAL PARK SERVICE

IN 2000.

SCOPE: THE PURPOSE OF THE PROJECT IS TO PROVIDE EXTERIOR REPAIRS, RESTORATION,

AND PAINTING OF THE HISTORIC SAXTON-MCKINLEY HOUSE THE AT FIRST LADIES NATIONAL

HISTORIC SITE. THE PROJECT SCOPE INCLUDES, BUT IS NOT LIMITED TO, THE FOLLOWING:

EXTERIOR WOOD ROT REPAIR; REPLACEMENT OF CUSTOM TRIM; EXTERIOR PAINTING OF

WOOD AND METAL; FLAT-SEAM METAL ROOFING REPAIR AND NEW ELASTOMERIC COATING;

REPLACEMENT OF THE DETERIORATED SECOND FLOOR PORCH ROOF RAILING (LAST

REPLACED IN 2008); METAL RAILING REPAIRS; REMOVAL OF EXISTING WIRING AND LIGHTING

AND INSTALLATION OF CONDUIT FOR FUTURE ELECTRICAL CONNECTIONS; WINDOW AND

STORM WINDOW RESTORATION, REPAIRS, AND REPLACEMENT; AND MINOR MASONRY

REPAIRS AND REPOINTING.

ALL WORK MUST MEET THE SECRETARY OF THE INTERIOR’S STANDARDS FOR THE

TREATMENT OF HISTORIC PROPERTIES, SPECIFICALLY FOR REHABILITATION. THESE

STANDARDS CAN BE FOUND AT

HTTPS://WWW.NPS.GOV/TPS/STANDARDS/REHABILITATION.HTM

DESCRIPTION OF WORK:

GENERAL NOTES:

1. REFER TO THE DIVISION 1 PROJECT SPECIFICATIONS AND ALL SPECIFICATIONS RELATED TO

THE PROPOSED SCOPE OF WORK OUTLINED IN THESE CONSTRUCTION DOCUMENTS. IN ALL

INSTANCES, THE SPECIFICATIONS TAKE PRECEDENCE OVER GENERAL NOTES.

2. IN THE EVENT OF DISCREPANCIES WITHIN THE DRAWINGS OR SPECIFICATIONS, THE GREATER

QUALITY AND QUANTITY OF THE ITEMS IN QUESTION SHALL BE UTILIZED AT ALL LOCATIONS

WHERE SUCH DISCREPANCIES OCCUR.

3. DO NOT SCALE FROM THE DRAWINGS. ALL DIMENSIONS ARE APPROXIMATE. ACTUAL FIELD

VERIFIED DIMENSIONS SHALL BE OBTAINED BY THE GENERAL CONTRACTOR OR THE

APPLICABLE SUB-CONTRACTORS BEFORE SUBMITTING SHOP DRAWINGS, ORDERING

MATERIALS, OR THE COMMENCEMENT OF CONSTRUCTION.

4. THE CONTRACTOR SHALL NOTIFY THE CONTRACTING OFFICER (CO) OF ANY DISCREPANCIES

THAT VARY FR0M THE CONTRACT DOCUMENTS BEFORE BEGINNING CONSTRUCTION.

5. THE CONTRACTOR SHALL INCLUDE ALL ITEMS, MATERIALS, LABOR, AND SERVICES

NECESSARY TO EXECUTE AND COMPLETE THE WORK INCLUDED IN THESE CONSTRUCTION

DOCUMENTS.

6. THE CONTRACTOR IS RESPONSIBLE FOR THE COORDINATION OF ALL SHOP DRAWINGS AND

SUBMITTALS WITH ALL TRADES.

7. LOCATIONS OF UNDERGROUND UTILITIES ARE UNKNOWN. NO EXCAVATION IS PERMITTED.

8. WORK THAT REQUIRES THE USE OF LOUD EQUIPMENT THAT WOULD CAUSE A DISTURBANCE

TO THE SURROUNDING BUILDING OCCUPANTS OR DURING BUILDING TOURS MUST BE

APPROVED BY THE CO, PER THE SPECIFICATIONS.

9. IF UTILITIES ARE TO BE TEMPORARILY INTERRUPTED, CONTACT THE CONTRACTING OFFICER

REPRESENTATIVE (COR), PER THE SPECIFICATIONS.

10. THE CONTRACTOR IS RESPONSIBLE FOR COMPLYING WITH ALL APPLICABLE CODES,

REGULATIONS, AND ORDINANCES.

11. THE CONTRACTOR IS RESPONSIBLE FOR THE SAFETY OF PERSONS AND PROPERTY.

12. THE CONTRACTOR SHALL CONSTRUCT IN CONFORMANCE WITH ALL GOVERNING STATE AND

LOCAL CODES, ORDINANCES, AND PROCEDURES.

13. THE GOVERNMENT RESERVES THE RIGHT TO REMOVE ANY ITEMS FROM THE CONSTRUCTION

AREA PRIOR TO THE START OF DEMOLITION WORK BY THE CONTRACTOR AND TO RETAIN

SUCH ITEMS AS THEIR PROPERTY.

14. THE CONTRACTOR AND ALL SUBCONTRACTORS SHALL BE LICENSED AND INSURED TO

PERFORM WORK, AS REQUIRED BY THE FEDERAL GOVERNMENT.

15. ALL DEMOLITION DEBRIS SHALL BE TAKEN TO A LICENSED LANDFILL WITH WRITTEN PROOF

PROVIDED TO THE COR. PLACEMENT OF TRASH DUMPSTER FOR CONSTRUCTION DEBRIS MUST

BE APPROVED BY THE COR PRIOR TO SITE OCCUPATION, AND PER THE SPECIFICATIONS.

REFER TO DIVISION 1 SPECIFICATIONS.

16. IT IS THE INTENT OF THIS CONTRACT THAT ALL AREAS AFFECTED BY CONSTRUCTION BE A

FINISHED AND COMPLETE PROJECT. CONTRACTOR SHALL PATCH, REPAIR, AND ADJUST AS

REQUIRED TO ACHIEVE THIS FINISHED PROJECT.

17. PATCH AND REPAIR EXISTING CONSTRUCTION AS REQUIRED, IN KIND, DUE TO DEMOLITION OR

NEW CONSTRUCTION. REPAIRS OR REPLACEMENTS MUST MATCH THE EXISTING MATERIAL IN

PROPERTIES, TEXTURE, PROFILE, DIMENSION, FINISH, AND WHERE APPROPRIATE, SPECIES.

18. NO SUBSTITUTES OF SPECIFIED CONSTRUCTION ITEMS, EQUIPMENT, OR FINISHES WILL BE

ALLOWED WITHOUT WRITTEN APPROVAL FROM THE COR.

19. CONTRACTORS ARE SOLELY RESPONSIBLE FOR THE CONSTRUCTION PROCESS, SCHEDULE,

MATERIAL VERIFICATION, AND ORDERING MATERIALS.

20. THE CONTRACTOR IS RESPONSIBLE FOR PROVIDING ALL TEMPORARY SHORING AND BRACING

REQUIRED FOR THE SCHEDULED WORK.

21. THE CONTRACTOR IS RESPONSIBLE FOR PROVIDING ALL ACCESS AND EQUIPMENT TO

PERFORM THE SCOPE OF WORK. ACCESS FOR EXTERIOR WORK SHOULD BE PROVIDED FROM

THE EXTERIOR OF THE BUILDING. ONLY VERY LIMITED INTERIOR BUILDING ACCESS WILL BE

PERMITTED WHILE WORKING ON THE WINDOW REPLACEMENT AND THE ELECTRICAL SCOPES

OF WORK. ACCESS INSIDE THE BUILDING MUST BE COORDINATED WITH THE COR, PER THE

SPECIFICATIONS.

GENERAL NOTES:

C

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30 0 60

SCALE OF FEET

G0.1

1 EXISTING SITE PLAN

REBECCA GAEBLER

/1

+/-13' - 2 5/8"

/4

+/-16'-11"

/4

+/-6' - 7 3/4"

+/-12' - 2 5/8" +/ -6

/8

+/- 9'-7 1/4"

/4

+/-6' - 4 7/16"

+/- 7'-0 3/4"

+/-6

/8

/8

/8

+/-34' - 0 15/16"

/8

+/-42' - 2 1/4"

/4

34' - 1 1/4"

/2

50' - 5 1/4"

/8

/2

/8

12' - 0 7/8" 9' - 7 1/2"

REMOVABLE GRILLE

USED FOR ACCESS

UNDER PORCH

CONFINED

CRAWL

SPACE

UNDER

PORCH

CONFINED

CRAWL

SPACE

UNDER

PORCH

INACCESSIBLE

CRAWL SPACE

UNDER PORCH

W1

M4 V14

V13

M3

V12

V11

V10

V9

V8

V7

M2

V6V5V4V3M1

V2

V1

TYPICAL

TYPICAL

TYPICAL

TYPICAL

TYPICAL

TYPICAL

TYPICAL

TYPICAL

TYPICAL

TYPICAL

TYPICAL

TYPICAL

TYPICAL

TYPICAL

TYPICAL

TYPICAL

TYPICAL

TYPICAL

GENERAL BASEMENT PLAN NOTES:

• DO NOT SCALE FROM THE DRAWINGS. ALL DIMENSIONS

ARE APPROXIMATE. ACTUAL FIELD VERIFIED

DIMENSIONS SHALL BE OBTAINED BY THE GENERAL

CONTRACTOR OR THE APPLICABLE SUB-CONTRACTORS

BEFORE SUBMITTING SHOP DRAWINGS, ORDERING

MATERIALS, OR THE COMMENCEMENT OF

CONSTRUCTION.

• REFERENCE SPECIFICATIONS.

BASEMENT FLOOR PLAN KEY NOTES:

1. PREP, PRIME AND PAINT ALL METAL PANELS, WOOD

PANELS, AND METAL GRILLES AS PART OF ALL PORCH

FOUNDATION PAINTING WORK.

2. PATCH/REPAIR STONE WITH CUSTOM COLORED REPAIR

MORTAR AT SPALL, PER SPECIFICATIONS.

DESIGNED:

CADD:

TECH. REVIEW:

DATE:

SUB SHEET NO. TITLE OF SHEET DRAWING NO.

PMIS/PKG NO.

SHEET

OF

FIRST LADIES NATIONAL HISTORIC SITE

80022

241935

CA/JT

CA/JT

AG

SUITE 100, 1701 OAK STREET

KANSAS CITY, MISSOURI 64108 02.22.20222

/2

/2

:2 :5

P

M A1.0

A1.0

1 EXISTING BASEMENT AND PORCH FLOOR PLAN OUTLINE

FLOOR PLAN KEY

DOOR NUMBER

WINDOW (###), METAL PANEL (M#). WOOD PANEL (W#),

METAL GRILLE (V#).

DRAWING KEY NOTES#

0 1 2 4 16

SCALE OF FEET

3 8

B L D

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EXISTING BASEMENT AND PORCH

FLOOR PLAN

REBECCA GAEBLER

112 113 114

SOUTH PORCH

SOUTHWEST

PORCH

MAIN PORCH

+/-7'-4"

+/-16'-11"

/4

+/- 9'-7 1/4"

/4

+/-6' - 4 7/16" +/- 7'-0 3/4" +/-6

/8

/8

/4

+/-6' - 7 3/4" +/-12' - 2 5/8" +/ -6

/8

/1

+/-13' - 2 5/8"

/4

+/-34' - 0 15/16"

/8

+/-42' - 2 1/4"

/8

11' - 9 7/8"

/4

10' - 1 1/2"

/8

/2

/8

50' - 11 1/4"

/2

/4

34' - 1 1/4"

+/-6' - 8"

A4.1

RAMP

RAMP

DN

TYPICAL ALL

COLUMNS

TYPICAL ALL

COLUMNS

TYPICAL ALL

COLUMNS

TYPICAL ALL

COLUMNS

TYPICAL ALL

COLUMNS

TYPICAL ALL

COLUMNS

1. REPAIR DAMAGE TO HANDRAILS. REFERENCE

DRAWINGS SHEETS A4.1 FOR REPAIR NOTES.

2. REMOVE ALL EXISTING COLUMN BASE WRAPS.

FABRICATE NEW REPLACEMENT BASE WRAPS TO

MATCH EXISTING, AND PER DETAIL 1/A4.1, FROM

EXTERIOR GRADE WOOD, TREATED WITH WOOD

PRESERVATIVE, PER SPECIFICATIONS. PREP, PRIME,

AND PAINT. 30 TOTAL (FULL AND PARTIAL COLUMN

WRAPS).

FIRST FLOOR PLAN TREATMENT KEY NOTES

GENERAL ELEVATION NOTES:

• DO NOT SCALE FROM THE DRAWINGS. ALL DIMENSIONS ARE

APPROXIMATE. ACTUAL FIELD VERIFIED DIMENSIONS SHALL

BE OBTAINED BY THE GENERAL CONTRACTOR OR THE

APPLICABLE SUB-CONTRACTORS BEFORE SUBMITTING SHOP

DRAWINGS, ORDERING MATERIALS, OR THE

COMMENCEMENT OF CONSTRUCTION.

• REFERENCE WINDOW SCHEDULE ON SHEETS A3.0 THROUGH

A3.3 FOR THE SCOPE OF WORK FOR EACH WINDOW.

• REFERENCE SPECIFICATIONS.

DESIGNED:

CADD:

TECH. REVIEW:

DATE:

SUB SHEET NO. TITLE OF SHEET DRAWING NO.

PMIS/PKG NO.

SHEET

OF

FIRST LADIES NATIONAL HISTORIC SITE

80022

241935

CA/JT

CA/JT

AG

SUITE 100, 1701 OAK STREET

KANSAS CITY, MISSOURI 64108 02.22.20222

/2

/2

:2 :5

P

M A1.1

A1.1

1 EXISTING FIRST FLOOR PLAN OUTLINE

FLOOR PLAN KEY

DOOR NUMBER

WINDOW (###), METAL PANEL (M#). WOOD PANEL (W#),

METAL GRILLE (V#).

DRAWING KEY NOTES#

0 1 2 4 16

SCALE OF FEET

3 8

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F lo o rp l.

d w g

EXISTING FIRST FLOOR PLAN

REBECCA GAEBLER

209210

211212

215 216 217 218

9' - 7 1/4"

/8

33' - 9"

51' - 8 1/2"

/4

10' - 10 3/8" 11' - 6 3/4"

16' - 6 1/2"

A4.0

2 2

+/-16'-11"

9' - 7 1/4"

/8

+/-6' - 4 7/16" +/- 7'-0 3/4" +/-6

/8

/8

/8

+/-6' - 7 3/4" +/-12' - 2 5/8" +/

-6

/8

/1

+/-13' - 2 5/8"

/4

+/-34' - 0 15/16"

/8

42' - 0 1/2"

+/-9' - 6 1/2" +/-10' - 3 3/4" +/-10' - 4 1/8" +/-10' - 4 1/8" +/-9' - 7 1/4"

/8

+/-11' - 2 1/4" +/-11' - 1 1/4" +/-11' - 1 5/8"

/4

/2

/2

/4

/4

9' - 6"12' - 1 1/2"

2' - 10 3/4"

/4

8' - 4 1/8" 8' - 2 3/8"

FALL PROTECTION PRECAUTIONS

SHOULD BE UTILIZED WHEN

ACCESSING THE SECOND FLOOR

PORCH ROOFS. AFTER CONSTRUCTION

THE PORCH ROOF IS NOT TO BE

OCCUPIED OR ACCESSED EXCEPT FOR

MAINTENANCE.

EXISTING PORCH

LIGHTING JUNCTION BOX

TO REMAIN

EXISTING FLOOD LIGHT

ATTACHED TO RAIL

EXISTING FLOOD

LIGHT ATTACHED

TO RAIL

EXISTING

FLOOD LIGHT

ATTACHED TO

ROOF DECK

ASSUMED

ELECTRICAL BOOT

FLASHING WITH

VISIBLE WIRE

EXISTING FLOOD

LIGHT ATTACHED

TO RAIL

EXISTING

FLOOD LIGHT

ATTACHED TO

RAIL

EXISTING

FLOOD LIGHT

ATTACHED TO

ROOF DECK

EXISTING FLOOD

LIGHT ATTACHED

TO RAIL

EXISTING

FLOOD LIGHT

DETACHED

FROM ROOF

DECK

4 4

EXISTING

FLOOD LIGHT

ATTACHED TO

RAIL

SOUTH PORCH

ROOF

SOUTHWEST

PORCH ROOF

MAIN PORCH

ROOF

EXISTING

DOWNSPOUT

EXISTING

DOWNSPOUT

EXISTING

DOWNSPOUT

EXISTING

DOWNSPOUT

EXISTING

DOWNSPOUT

EXISTING

DOWNSPOUT

4 5

4 5 5

4 5

1. THE EXISTING STAINLESS STEEL ROOF AND EXISTING

COPPER GUTTERS AND DOWNSPOUTS ARE TO

REMAIN. COMPLETELY REMOVE EXISTING PERIMETER

WALL CAP FLASHING, INTEGRAL WALL FLASHING IS

TO REMAIN.

2. EXISTING COPPER GUTTER TO REMAIN.

3. REMOVE THE EXISTING WOOD ROOF RAILING AND

ACCESSORIES. EXISTING STRUCTURAL WOOD POST

TO REMAIN.

4. REMOVE ALL ELECTRICAL WIRING BACK TO ORIGINAL

JUNCTION BOX. WORK WILL INCLUDE REMOVAL OF

LIGHTS AND WIRING FOR FIXTURES ON SECOND

FLOOR PORCH LEVEL. WIRES THROUGH ROOF TO

SERVE FIRST FLOOR PORCH LIGHTS TO BE

DISCONNECTED AND REMOVED FROM ABOVE. FIRST

FLOOR PORCH CEILING LIGHTS WILL NOT BE IN

WORKING CONDITION.

5. PERFORM SMALL METAL ROOF REPAIRS WHERE

ELECTRICAL WIRES WERE REMOVED. SOLDER IN

STAINLESS STEEL PATCH REPAIR TO PROVIDE

SOLID/FLUSH BASE FOR NEW ROOF COATING.

DEMOLITION FLOOR PLAN TREATMENT KEY NOTES

GENERAL DEMOLITION FLOOR PLAN NOTES:

• DO NOT SCALE FROM THE DRAWINGS. ALL DIMENSIONS ARE

APPROXIMATE. ACTUAL FIELD VERIFIED DIMENSIONS SHALL

BE OBTAINED BY THE GENERAL CONTRACTOR OR THE

APPLICABLE SUB-CONTRACTORS BEFORE SUBMITTING SHOP

DRAWINGS, ORDERING MATERIALS, OR THE

COMMENCEMENT OF CONSTRUCTION.

• REFERENCE WINDOW SCHEDULE ON SHEETS A3.0 THROUGH

A3.3 FOR THE SCOPE OF WORK FOR EACH WINDOW.

• REFERENCE SPECIFICATIONS.

DEMOLISHED ITEM

DEMOLITION PLAN KEY

EXISTING WALL TO REMAIN

DESIGNED:

CADD:

TECH. REVIEW:

DATE:

SUB SHEET NO. TITLE OF SHEET DRAWING NO.

PMIS/PKG NO.

SHEET

OF

FIRST LADIES NATIONAL HISTORIC SITE

80022

241935

CA/JT

CA/JT

AG

SUITE 100, 1701 OAK STREET

KANSAS CITY, MISSOURI 64108 02.22.20222

/2

/2

:2 :5

P

M A1.2

A1.2

1 SECOND FLOOR DEMOLITION PLAN OUTLINE

FLOOR PLAN KEY

DOOR NUMBER

WINDOW (###), METAL PANEL (M#). WOOD PANEL (W#),

METAL GRILLE (V#).

DRAWING KEY NOTES#

B L D

G

0 1 2 4 16

SCALE OF FEET

3 8

SECOND FLOOR DEMOLITION PLAN

C

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S e c o n d F lo o r

D e m o lit io n P la n .d w g

REBECCA GAEBLER

209210

211212

215 216 217 218

9' - 7 1/4"

/8

33' - 9"

51' - 8 1/2"

/4

10' - 10 3/8" 11' - 6 3/4"

16' - 6 1/2"

5 5

+/-16'-11"

9' - 7 1/4"

/8

+/-6' - 4 7/16"

+/- 7'-0 3/4" +/-6

/8

/8

/8

+/-6' - 7 3/4" +/-12' - 2 5/8" +/

-6

/8

/1

+/-13' - 2 5/8"

/4

+/-34' - 0 15/16"

/8

42' - 0 1/2"

9' - 0 3/4"

+/-9' - 6 1/2" +/-10' - 3 3/4" +/-10' - 4 1/8" +/-10' - 4 1/8" +/-9' - 7 1/4"

/8

+/-11' - 2 1/4" +/-11' - 1 1/4" +/-11' - 1 5/8"

/4

/2

/2

/4

/4

9' - 6"12' - 1 1/2"

2' - 10 3/4"

/4

8' - 4 1/8" 8' - 2 3/8"

THE PORCH ROOF IS NOT TO BE

OCCUPIED OR ACCESSED EXCEPT

FOR MAINTENANCE. FALL

PROTECTION PRECAUTIONS SHOULD

BE UTILIZED WHEN ACCESSING THE

SECOND FLOOR PORCH ROOFS.

A4.0

A4.1

SOUTH PORCH

ROOF

SOUTHWEST

PORCH ROOF

MAIN PORCH

ROOF

TYPICAL

4 TYPICAL

4 TYPICAL

4 TYPICAL4TYPICAL4 TYPICAL

4TYPICAL

TYPICAL

TYPICAL

TYPICAL

TYPICAL

TYPICAL

TYPICAL

TYPICAL

TYPICAL

TYPICAL

TYPICAL

EXISTING

DOWNSPOUT

EXISTING

DOWNSPOUT

EXISTING

DOWNSPOUT

EXISTING

DOWNSPOUT

EXISTING

DOWNSPOUT

EXISTING

DOWNSPOUT

TYPICAL

TYPICALTYPICAL

TYPICAL

TYPICAL

TYPICAL

1. DISCONNECT EXISTING ELECTRICAL TO FLOOD LIGHT

AND INSTALL WEATHERPROOF JUNCTION BOX MOUNTED

TO NORTH SIDE OF EXISTING POST OR RAIL TO

CONCEAL WIRES. PAINT BOX TO MATCH POST.

2. REMOVE WOOD BASE TRIM OF THREE (3) POSTS TO

WRAP NEW ROOF COATING SELF-FLASHING UP POSTS.

INSTALL THREE (3) NEW REPLICA POST BASE WRAPS TO

MATCH, PER SPECIFICATIONS. SEE DRAWING DETAIL

1/A4.1. PREP, PRIME, AND PAINT EXISTING RAILING AND

POSTS AS PART OF OVERALL PAINTING PROJECT.

3. RETAIN EXISTING JUNCTION BOX FOR FUTURE

ELECTRICAL SERVICE FOR NEW FLOOD LIGHTS (NEW

LIGHTING AND DISTRIBUTION NOT IN SCOPE OF WORK).

4. INSTALL NEW FLASHING AT PERIMETER WALL. INSTALL

NEW ROOF COATING UP FACE OF BRICK MIN. 4". INSTALL

NEW ZINC-COATED COPPER FLASHING REGLETED INTO

MORTAR JOINT. INSTALL SEALANT TO MATCH MORTAR IN

JOINT.

5. EXISTING COPPER GUTTER TO REMAIN. REPAIR

CRACKED OR OPEN SOLDER JOINTS. REMOVE ALL OXIDE

OFF OLD SOLDER PRIOR TO INSTALLING NEW SOLDER.

6. INSTALL NEW ROOF COATING/ FLASHING ON ALL FACES

OF EXISTING STRUCTURAL POST PRIOR TO

INSTALLATION OF CLADDING. REFERENCE POST

SECTION ON SHEET A4.0 AND A4.1. INSTALL NEW POST

CLADDING AND RAIL, REFERENCE RAIL DETAILS 5/A4/0.

7. INSTALL NEW ELASTOMERIC COATING SYSTEM OVER

ENTIRE EXISTING METAL ROOF. REFERENCE DRAWINGS

A4.0 AND A4.1 AND PROJECT SPECIFICATIONS. ENSURE

DECK IS REPAIRED PER NOTE 5/A1.2.

- THE EXISTING METAL ROOF IS STABLE WITH

RELATIVELY MINOR LEAKS OCCURRING

THROUGHOUT. THE SURFACE APPEARS TO BE

WALKABLE, AND NO NOTICEABLE ‘SOFT’ AREAS

WERE NOTED IN THE WALKING SURFACE THAT

WOULD INDICATE ROOF SHEATHING ISSUES.

- PROVIDE AND INSTALL NEW ELASTOMERIC COATING

(FLUID-APPLIED AND FULLY REINFORCED), PER

SPECIFICATIONS.

- COMPLETELY REMOVE EXISTING PERIMETER WALL

FLASHING. LEAVE THE EXISTING METAL ROOF AND

EXISTING COPPER GUTTERS AND ASSOCIATED

COPPER FLASHING IN PLACE.

- REMOVE ROOF RAILINGS IN THEIR ENTIRETY AND

MAKE REQUIRED REPAIRS TO THE STRUCTURAL

PORCH RAILING POSTS.

- COMPLETELY CLEAN THE EXISTING METAL ROOF

PER SPECIFICATIONS, TO PROVIDE ADHESION FOR

THE NEW METAL ROOFING COATING SYSTEM.

- INSTALL MANUFACTURER RECOMMENDED PRIMER.

- INSTALL FULL POLY REINFORCING FABRIC SYSTEM

WITH BASE AND GRAY FINISH COATING. EXTEND

FABRIC AND COATING BEYOND TOP OF PERIMETER

FLASHING AND INTO THE PERIMETER GUTTER TO

ACHIEVE A SELF-FLASHING SEAL. TOP COAT TO BE

ALUMINUM GRAY COLOR. EXTEND COATING SYSTEM

UP RAILING POST TO PROVIDE SELF-FLASHING. SEE

DETAILS SHEET A4.0.

- REGLET NEW BASE FLASHING INTO MORTAR JOINT.

INSTALL NEW COMPATIBLE ZINC-COATED COPPER -

FLASHING OVER THE COATING.

SECOND FLOOR PLAN TREATMENT KEY NOTES

GENERAL ELEVATION NOTES:

• DO NOT SCALE FROM THE DRAWINGS. ALL DIMENSIONS ARE

APPROXIMATE. ACTUAL FIELD VERIFIED DIMENSIONS SHALL

BE OBTAINED BY THE GENERAL CONTRACTOR OR THE

APPLICABLE SUB-CONTRACTORS BEFORE SUBMITTING SHOP

DRAWINGS, ORDERING MATERIALS, OR THE

COMMENCEMENT OF CONSTRUCTION.

• REFERENCE WINDOW SCHEDULE ON SHEETS A3.0 THROUGH

A3.3 FOR THE SCOPE OF WORK FOR EACH WINDOW.

• REFERENCE SPECIFICATIONS.

DESIGNED:

CADD:

TECH. REVIEW:

DATE:

SUB SHEET NO. TITLE OF SHEET DRAWING NO.

PMIS/PKG NO.

SHEET

OF

FIRST LADIES NATIONAL HISTORIC SITE

80022

241935

CA/JT

CA/JT

AG

SUITE 100, 1701 OAK STREET

KANSAS CITY, MISSOURI 64108 02.22.20222

/2

/2

:2 :5

P

M A1.3

A1.3

1 SECOND FLOOR PLAN OUTLINE

FLOOR PLAN KEY

DOOR NUMBER

WINDOW (###), METAL PANEL (M#). WOOD PANEL (W#),

METAL GRILLE (V#).

DRAWING KEY NOTES#

B L D

G

0 1 2 4 16

SCALE OF FEET

3 8

C

F

IL

A \2

\C

A D

V D

R A

W

IN

G S

\A R

C H

\A .3

F lo o rp l.

d w g

SECOND FLOOR PLAN

REBECCA GAEBLER

306 307

+/-34' - 0 15/16"

/4

+/-13' - 2 5/8"

/4

/1

-6

/8

+/-12' - 2 5/8"

+/-6' - 7 3/4"

ORIGINAL HISTORIC

WINDOW SASHES,

FRAME, AND SILL

TYPICAL

TYPICAL

1. EXISTING COPPER GUTTER TO REMAIN. REPAIR

CRACKED OR OPEN SOLDER JOINTS. REMOVE ALL OXIDE

OFF OLD SOLDER PRIOR TO INSTALLING NEW SOLDER.

THIRD FLOOR PLAN TREATMENT KEY NOTES

GENERAL THIRD FLOOR PLAN NOTES:

• DO NOT SCALE FROM THE DRAWINGS. ALL DIMENSIONS ARE

APPROXIMATE. ACTUAL FIELD VERIFIED DIMENSIONS SHALL

BE OBTAINED BY THE GENERAL CONTRACTOR OR THE

APPLICABLE SUB-CONTRACTORS BEFORE SUBMITTING

SHOP DRAWINGS, ORDERING MATERIALS, OR THE

COMMENCEMENT OF CONSTRUCTION.

• REFERENCE WINDOW SCHEDULE ON SHEETS A3.0 THROUGH

A3.3 FOR THE SCOPE OF WORK FOR EACH WINDOW.

• REFERENCE SPECIFICATIONS.

DESIGNED:

CADD:

TECH. REVIEW:

DATE:

SUB SHEET NO. TITLE OF SHEET DRAWING NO.

PMIS/PKG NO.

SHEET

OF

FIRST LADIES NATIONAL HISTORIC SITE

80022

241935

CA/JT

CA/JT

AG

SUITE 100, 1701 OAK STREET

KANSAS CITY, MISSOURI 64108 02.22.20222

/2

/2

:2 :5

P

M A1.4

A1.4

1 EXISTING THIRD FLOOR PLAN OUTLINE

FLOOR PLAN KEY

DOOR NUMBER

WINDOW (###), METAL PANEL (M#). WOOD PANEL (W#),

METAL GRILLE (V#).

DRAWING KEY NOTES#

B L D

G

0 1 2 4 16

SCALE OF FEET

3 8

C

F

IL

A \2

\C

A D

V D

R A

W

IN

G S

\A R

C H

\A .4

F lo o rp l.

d w g

EXISTING THIRD FLOOR PLAN

REBECCA GAEBLER

201 200 202203

204205

100101102103

664 4 4 4 4444 5 5

2 2

M3 V12 V11 V10

V9 V8 V7 M28 9 8 8

SEE DRAWINGS A1.2, A1.3,

A4.0, AND A4.1 FOR PORCH

RAILING WORK.

NOTE: QUANTITIES ARE FOR ENTIRE EAST ELEVATION, UNLESS NOTED OTHERWISE.

1. REMOVE WASP/HORNET NEST (2 NESTS TOTAL).

2. REMOVE AND REPLACE RUST/PREVIOUS PVC REPAIRS AND DETERIORATED

SECTIONS OF ORNAMENTAL METAL MEDALLION WITH NEW PAINTABLE

GALVANIZED SHEET METAL TO MATCH, IN KIND (4 TOTAL). PROVIDE DRAINAGE

HOLE IN BOTTOM OF MEDALLION. SOLDER, PRIME, AND PAINT.

3. REMOVE DETERIORATION AND EPOXY REPAIR WOOD CORNICE PER

SPECFICATIONS (8 SQUARE INCHES).

4. REMOVE AND REPLACE ALL QUARTER ROUND TRIM AND BASE TRIM AT THE BASE

OF PORCH COLUMN IN KIND (30 COLUMNS - TOTAL FOR ALL ELEVATIONS). SEE

DETAIL 1/A4.1.

5. REPLACE WOOD SKIRT BOARD IN KIND (50 LINEAR FEET).

6. REFERENCE 1/A4.2 AND 2/A4.2. FOR WORK REQUIRED AT STAIR RAILS.

7. REPLACE FASCIA BOARD SCARF JOINT IN KIND. PREP, PRIME, AND PAINT

(6 LINEAR FEET).

8. METAL GRILL TO BE PREPPED, PRIMED, AND PAINTED.

9. PATCH STONE WITH A BREATHABLE, PATCH MATERIAL THAT IS COMPATIBLE WITH

STONE, PER SPECIFICATIONS (8 SQUARE INCHES).

EAST ELEVATION TREATMENT KEY NOTES

GENERAL ELEVATION NOTES:

• REFERENCE A1.2, A1.3, A4.0, AND A4.1 FOR PORCH ROOF WORK AT SECOND

FLOOR.

• REFERENCE WINDOW SCHEDULE ON SHEETS A3.0 THROUGH A3.3 FOR THE

SCOPE OF WORK FOR EACH WINDOW.

• REFERENCE SPECIFICATIONS.

DETERIORATED / STRUCTURALLY

UNSOUND WOOD TO BE REPAIRED

WITH PATCH OR DUTCHMAN

REPLACEMENT, OR REMOVED AND

REPLACE WITH IN-KIND MATERIALS

AREA OF MISSING AND/OR

DETERIORATED MORTAR

ELEVATION DETERIORATION LEGEND

DETERIORATED AND/OR

RUSTED METAL

ALL EXTERIOR PAINTED SURFACES SHALL BE PREPPED, PRIMED,

AND PAINTED PER THE SPECIFICATIONS. THIS INCLUDES ALL

METAL AND WOOD AT THE THIRD FLOOR MANSARD ROOF. ALL

WOOD TRIM, BRACKETS, PORCH COMPONENTS, WINDOWS,

STORM WINDOWS, AND PORCH FOUNDATION COMPONENTS,

INCLUDING FOUNDATION GRILLES. EXTERIOR PAINTING TO

CONSIST OF CUSTOM COLORS TO BE APPROVED BY THE COR.

WINDOWS, BRICK MOLDING, AND STORM WINDOWS TO BE C1. ALL

OTHER PAINTED SURFACES TO BE C2.

DESIGNED:

CADD:

TECH. REVIEW:

DATE:

SUB SHEET NO. TITLE OF SHEET DRAWING NO.

PMIS/PKG NO.

SHEET

OF

FIRST LADIES NATIONAL HISTORIC SITE

80022

241935

CA/JT

CA/JT

AG

SUITE 100, 1701 OAK STREET

KANSAS CITY, MISSOURI 64108 02.22.20222

/2

/2

:3 :0

P

M A2.0

NO SCALE

A2.0

1 TREATMENT EAST ELEVATION

ELEVATION KEY

DOOR NUMBER

WINDOW (###), METAL PANEL (M#). WOOD

PANEL (W#), METAL GRILLE (V#).

DRAWING KEY NOTES#

C

F

IL

A \2

\C

A D

V D

R A

W

IN

G S

\A R

C H

\A .0

E le v a ti o n .d w g

EAST ELEVATION REPAIRS

REBECCA GAEBLER

DETERIORATED / STRUCTURALLY

UNSOUND WOOD TO BE REPAIRED

WITH PATCH OR DUTCHMAN

REPLACEMENT, OR REMOVED AND

REPLACE WITH IN-KIND MATERIALS

AREA OF MISSING AND/OR

DETERIORATED MORTAR

ELEVATION DETERIORATION LEGEND

DETERIORATED AND/OR

RUSTED METAL

NOTE: QUANTITIES ARE FOR ENTIRE NORTH ELEVATION. QUANTITIES ON SHEETS A2.1,

A2.2, AND A2.3 ARE COMBINED.

1. REMOVE DETERIORATION AND EPOXY REPAIR WOOD CORNICE PER

SPECIFICATIONS (16 SQUARE INCHES).

2. REMOVE AND REPLACE ALL QUARTER ROUND TRIM AND BASE TRIM AT THE BASE

OF PORCH COLUMN IN KIND (REFERENCE EAST ELEVATION FOR TOTAL NUMBER

COUNT). SEE DETAIL 1/A4.1.

3. EPOXY REPAIR BRACKET. SAND BASE OF BRACKET TO BE SMOOTH FINISH

PREP, PRIME, AND PAINT(1 BRACKET).

NORTH ELEVATIONS TREATMENT KEY NOTES

GENERAL ELEVATION NOTES:

• REFERENCE A1.2, A1.3, A4.0, AND A4.1 FOR PORCH ROOF WORK AT SECOND FLOOR.

• REFERENCE WINDOW SCHEDULE ON SHEETS A3.0 THROUGH A3.3 FOR THE SCOPE

OF WORK FOR EACH WINDOW.

• REFERENCE SPECIFICATIONS.

SEE DRAWINGS A1.2, A1.3,

A4.0, AND A4.1 FOR PORCH

RAILING WORK.

SEE DRAWINGS A1.2, A1.3,

A4.0, AND A4.1 FOR PORCH

RAILING WORK.

ALL EXTERIOR PAINTED SURFACES SHALL BE PREPPED, PRIMED,

AND PAINTED PER THE SPECIFICATIONS. THIS INCLUDES ALL

METAL AND WOOD AT THE THIRD FLOOR MANSARD ROOF. ALL

WOOD TRIM, BRACKETS, PORCH COMPONENTS, WINDOWS,

STORM WINDOWS, AND PORCH FOUNDATION COMPONENTS,

INCLUDING FOUNDATION GRILLES. EXTERIOR PAINTING TO

CONSIST OF CUSTOM COLORS TO BE APPROVED BY THE COR.

WINDOWS, BRICK MOLDING, AND STORM WINDOWS TO BE C1. ALL

OTHER PAINTED SURFACES TO BE C2.

DESIGNED:

CADD:

TECH. REVIEW:

DATE:

SUB SHEET NO. TITLE OF SHEET DRAWING NO.

PMIS/PKG NO.

SHEET

OF

FIRST LADIES NATIONAL HISTORIC SITE

80022

241935

CA/JT

CA/JT

AG

SUITE 100, 1701 OAK STREET

KANSAS CITY, MISSOURI 64108 02.22.20222

/2

/2

:3 :0

P

M A2.1

ELEVATION KEY

DOOR NUMBER

WINDOW (###), METAL PANEL (M#). WOOD

PANEL (W#), METAL GRILLE (V#).

DRAWING KEY NOTES#

A2.1

2 TREATMENT NORTH ELEVATION 2

A2.1

1 TREATMENT NORTH ELEVATION 1

C

F

IL

A \2

\C

A D

V D

R A

W

IN

G S

\A R

C H

\A .1

E le v a ti o n .d w g

NORTH ELEVATION REPAIRS

NOTE: NORTH ELEVATION

CONTINUES ON SHEETS

A2.2 AND A2.3

REBECCA GAEBLER

114113

REPAIRS TO THE UPPER

SECTION OF WALL ARE

NOTED ON SHEET A2.3

SEE DRAWINGS A1.2, A1.3,

A4.0, AND A4.1 FOR PORCH

RAILING WORK.

DETERIORATED / STRUCTURALLY

UNSOUND WOOD TO BE REPAIRED

WITH PATCH OR DUTCHMAN

REPLACEMENT, OR REMOVED AND

REPLACE WITH IN-KIND MATERIALS

AREA OF MISSING AND/OR

DETERIORATED MORTAR

ELEVATION DETERIORATION LEGEND

DETERIORATED AND/OR

RUSTED METAL

NOTE: QUANTITIES ARE FOR ENTIRE NORTH ELEVATION. QUANTITIES ON SHEETS A2.1,

A2.2, AND A2.3 ARE COMBINED.

1. REMOVE DETERIORATION AND EPOXY REPAIR WOOD CORNICE PER

SPECIFICATIONS (16 SQUARE INCHES).

2. REMOVE AND REPLACE ALL QUARTER ROUND TRIM AND BASE TRIM AT THE BASE

OF PORCH COLUMN IN KIND (REFERENCE EAST ELEVATION FOR TOTAL NUMBER

COUNT). SEE DETAIL 1/A4.1.

3. EPOXY REPAIR BRACKET. SAND BASE OF BRACKET TO BE SMOOTH FINISH

PREP, PRIME, AND PAINT(1 BRACKET).

NORTH ELEVATIONS TREATMENT KEY NOTES

GENERAL ELEVATION NOTES:

• REFERENCE A1.2, A1.3, A4.0, AND A4.1 FOR PORCH ROOF WORK AT SECOND FLOOR.

• REFERENCE WINDOW SCHEDULE ON SHEETS A3.0 THROUGH A3.3 FOR THE SCOPE

OF WORK FOR EACH WINDOW.

• REFERENCE SPECIFICATIONS.

ALL EXTERIOR PAINTED SURFACES SHALL BE PREPPED, PRIMED,

AND PAINTED PER THE SPECIFICATIONS. THIS INCLUDES ALL

METAL AND WOOD AT THE THIRD FLOOR MANSARD ROOF. ALL

WOOD TRIM, BRACKETS, PORCH COMPONENTS, WINDOWS,

STORM WINDOWS, AND PORCH FOUNDATION COMPONENTS,

INCLUDING FOUNDATION GRILLES. EXTERIOR PAINTING TO

CONSIST OF CUSTOM COLORS TO BE APPROVED BY THE COR.

WINDOWS, BRICK MOLDING, AND STORM WINDOWS TO BE C1. ALL

OTHER PAINTED SURFACES TO BE C2.

DESIGNED:

CADD:

TECH. REVIEW:

DATE:

SUB SHEET NO. TITLE OF SHEET DRAWING NO.

PMIS/PKG NO.

SHEET

OF

FIRST LADIES NATIONAL HISTORIC SITE

80022

241935

CA/JT

CA/JT

AG

SUITE 100, 1701 OAK STREET

KANSAS CITY, MISSOURI 64108 02.22.20222

/2

/2

:3 :0

P

M A2.2

NO SCALE

A2.2

1 TREATMENT NORTH ELEVATION 3 - LOWER

ELEVATION KEY

DOOR NUMBER

WINDOW (###), METAL PANEL (M#). WOOD

PANEL (W#), METAL GRILLE (V#).

DRAWING KEY NOTES#

C

F

IL

A \2

\C

A D

V D

R A

W

IN

G S

\A R

C H

\A .2

E le v a ti o n .d w g

NORTH ELEVATION REPAIRS

NOTE: NORTH ELEVATION

CONTINUES ON SHEETS

A2.1 AND A2.3

REBECCA GAEBLER