Drawings__2_-_Saxton_House.pdf

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

216218 217

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 :1

P

M A2.3

ELEVATION KEY

DOOR NUMBER

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

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

DRAWING KEY NOTES#

A2.3

1 TREATMENT NORTH ELEVATION 3 - EAST

A2.3

2 TREATMENT NORTH ELEVATION 3 - WEST

C

F

IL

A \2

\C

A D

V D

R A

W

IN

G S

\A R

C H

\A .3

E le v a ti o n .d w g

NORTH ELEVATION REPAIRS

NOTE: NORTH ELEVATION

CONTINUES ON SHEETS

A2.1 AND A2.2

REBECCA GAEBLER

2118415

2/21/2022

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

115116

NOTE: QUANTITIES ARE FOR ENTIRE WEST ELEVATION. QUANTITIES ON SHEETS A2.4

AND A2.5 ARE COMBINED.

1. REPLACE WOOD SKIRT BOARD IN KIND (17 LINEAR FEET TOTAL X +/-8" HEIGHT).

2. REPLACE FASCIA BOARD SCARF JOINT (23 LINEAR FEET TOTAL X +/-11" HEIGHT -

MULTIPLE LOCATIONS).

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

(1 BRACKET).

4. REMOVE AND REPLACE WOOD FRIEZE BOARD PIECE (THE END PIECE THAT TURNS

BACK TO BRICK) (2 LINEAR FEET).

5. REMOVE EXISTING, UNUSED METAL ACCESSORY (NAIL, SCREW, BOLT, ETC) AND

PATCH WOOD. (2 TOTAL)

6. DUTCHMEN REPAIR WOOD TRIM. MATCH PROFILE, SCALE, AND MATERIAL

(6 LINEAR FEET X +/-10")

7. CLEAN WALL VENT. PREP, PRIME, AND PAINT (2 TOTAL)

8. 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.

WEST 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 :1

P

M A2.4

NO SCALE

A2.4

1 TREATMENT WEST ELEVATION 1 - UPPER

ELEVATION KEY

DOOR NUMBER

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

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

DRAWING KEY NOTES#

A2.4

2 TREATMENT WEST ELEVATION 1- LOWER

C

F

IL

A \2

\C

A D

V D

R A

W

IN

G S

\A R

C H

\A .4

E le v a ti o n .d w g

WEST ELEVATION REPAIRS

NOTE: WEST ELEVATION

CONTINUES ON SHEETS

A2.5

REBECCA GAEBLER

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 WEST ELEVATION. QUANTITIES ON SHEETS A2.4

AND A2.5 ARE COMBINED.

1. REPLACE WOOD SKIRT BOARD IN KIND (17 LINEAR FEET TOTAL X +/-8" HEIGHT).

2. REPLACE FASCIA BOARD SCARF JOINT (23 LINEAR FEET TOTAL X +/-11" HEIGHT -

MULTIPLE LOCATIONS).

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

(1 BRACKET).

4. REMOVE AND REPLACE WOOD FRIEZE BOARD PIECE (THE END PIECE THAT TURNS

BACK TO BRICK) (2 LINEAR FEET).

5. REMOVE EXISTING, UNUSED METAL ACCESSORY (NAIL, SCREW, BOLT, ETC) AND

PATCH WOOD. (2 TOTAL)

6. DUTCHMEN REPAIR WOOD TRIM. MATCH PROFILE, SCALE, AND MATERIAL

(6 LINEAR FEET X +/-10")

7. CLEAN WALL VENT. PREP, PRIME, AND PAINT (2 TOTAL)

8. 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.

WEST 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 :1

P

M A2.5

NO SCALE

A2.5

1 TREATMENT WEST ELEVATION 2-3

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 .5

E le v a ti o n .d w g

WEST ELEVATION REPAIRS

NOTE: WEST ELEVATION

CONTINUES ON SHEETS

A2.4

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 SOUTH ELEVATION. QUANTITIES ON SHEETS A2.6,

A2.7, A2.8, A2.9, AND A2.10 ARE COMBINED.

1. AREA OF DETERIORATED MORTAR. PER SPECIFICATION. REPOINT 100% OF

MASONRY JOINTS IN NOTED AREA. MORTAR TO MATCH ORIGINAL IN TEXTURE,

TOOLING, COLOR, AND COMPRESSIVE STRENGTH (79 LINEAR FEET).

2. REPOINT 100% OF JOINT AROUND KEYSTONE. PER SPECIFICATION. MORTAR TO

MATCH ORIGINAL IN TEXTURE, TOOLING, COLOR AND COMPRESSIVE STRENGTH

(24 LINEAR FEET).

3. REPOINT JOINT AT BASE OF ARCH. PER SPECIFICATION. REPOINT 100% OF

MASONRY JOINTS IN NOTED AREA. MORTAR TO MATCH ORIGINAL IN TEXTURE,

TOOLING, COLOR AND COMPRESSIVE STRENGTH (22 LINEAR FEET).

4. REPOINT AROUND STONE SILL. PER SPECIFICATION. REPOINT 100% OF MASONRY

JOINTS IN NOTED AREA. MORTAR TO MATCH ORIGINAL IN TEXTURE, TOOLING,

COLOR AND COMPRESSIVE STRENGTH (16 LINEAR FEET).

5. REMOVE DETERIORATION AND EPOXY REPAIR WOOD CORNICE (4 SQUARE FEET).

6. REPLACE WOOD SKIRT BOARD IN KIND (21 LINEAR FEET).

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

(12 LINEAR FEET)

8. 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.

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

(TOTAL 2).

10. REMOVE AND REPLACE WOOD FRIEZE BOARD PIECE (24 LINEAR FEET).

11. OPTION 1: REMOVE KEYSTONE AND FILL VOIDS WITH COMPATIBLE MORTAR.

REINSTALL KEYSTONE UTILIZING LEAD WEDGE SHIM (FOR FRICTION). REPOINT,

COVER WITH A MINIMUM 1-INCH MORTAR OVER LEAD WEDGE. OPTION 2: REMOVE

KEYSTONE AND FILL VOIDS WITH COMPATIBLE MORTAR. REINSTALL KEYSTONE,

INSTALL STAINLESS STEEL MASONRY ANCHOR. MAY REQUIRE REMOVAL OF

BRICKS ABOVE FOR ANCHOR INSTALLATION. REPOINT PER SPECIFICATIONS. (2

KEYSTONES ).

SOUTH 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 :2

P

M A2.6

NO SCALE

A2.6

1 TREATMENT SOUTH ELEVATION 1 - LOWER

NO SCALE

A2.6

2 TREATMENT SOUTH ELEVATION 1 - UPPER 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 .6

E le v a ti o n .d w g

SOUTH ELEVATION REPAIRS

NOTE: SOUTH ELEVATION

CONTINUES ON SHEETS

A2.7 THROUGH A2.10

REBECCA GAEBLER

/-2

'-0

/-2

'-0

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 SOUTH ELEVATION. QUANTITIES ON SHEETS A2.6,

A2.7, A2.8, A2.9, AND A2.10 ARE COMBINED.

1. AREA OF DETERIORATED MORTAR. PER SPECIFICATION. REPOINT 100% OF

MASONRY JOINTS IN NOTED AREA. MORTAR TO MATCH ORIGINAL IN TEXTURE,

TOOLING, COLOR, AND COMPRESSIVE STRENGTH (79 LINEAR FEET).

2. REPOINT 100% OF JOINT AROUND KEYSTONE. PER SPECIFICATION. MORTAR TO

MATCH ORIGINAL IN TEXTURE, TOOLING, COLOR AND COMPRESSIVE STRENGTH

(24 LINEAR FEET).

3. REPOINT JOINT AT BASE OF ARCH. PER SPECIFICATION. REPOINT 100% OF

MASONRY JOINTS IN NOTED AREA. MORTAR TO MATCH ORIGINAL IN TEXTURE,

TOOLING, COLOR AND COMPRESSIVE STRENGTH (22 LINEAR FEET).

4. REPOINT AROUND STONE SILL. PER SPECIFICATION. REPOINT 100% OF MASONRY

JOINTS IN NOTED AREA. MORTAR TO MATCH ORIGINAL IN TEXTURE, TOOLING,

COLOR AND COMPRESSIVE STRENGTH (16 LINEAR FEET).

5. REMOVE DETERIORATION AND EPOXY REPAIR WOOD CORNICE (4 SQUARE FEET).

6. REPLACE WOOD SKIRT BOARD IN KIND (21 LINEAR FEET).

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

(12 LINEAR FEET)

8. 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.

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

(TOTAL 2).

10. REMOVE AND REPLACE WOOD FRIEZE BOARD PIECE (24 LINEAR FEET).

11. OPTION 1: REMOVE KEYSTONE AND FILL VOIDS WITH COMPATIBLE MORTAR.

REINSTALL KEYSTONE UTILIZING LEAD WEDGE SHIM (FOR FRICTION). REPOINT,

COVER WITH A MINIMUM 1-INCH MORTAR OVER LEAD WEDGE. OPTION 2: REMOVE

KEYSTONE AND FILL VOIDS WITH COMPATIBLE MORTAR. REINSTALL KEYSTONE,

INSTALL STAINLESS STEEL MASONRY ANCHOR. MAY REQUIRE REMOVAL OF

BRICKS ABOVE FOR ANCHOR INSTALLATION. REPOINT PER SPECIFICATIONS. (2

KEYSTONES ).

SOUTH 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 :2

P

M A2.7

NO SCALE

A2.7

1 TREATMENT SOUTH ELEVATION 2-3

NO SCALE

A2.7

2 TREATMENT SOUTH ELEVATION 4

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 .7

E le v a ti o n .d w g

SOUTH ELEVATION REPAIRS

NOTE: SOUTH ELEVATION

CONTINUES ON SHEETS

A2.6 AND A2.8 THROUGH

A2.10

REBECCA GAEBLER

210 209

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 SOUTH ELEVATION. QUANTITIES ON SHEETS A2.6,

A2.7, A2.8, A2.9, AND A2.10 ARE COMBINED.

1. AREA OF DETERIORATED MORTAR. PER SPECIFICATION. REPOINT 100% OF

MASONRY JOINTS IN NOTED AREA. MORTAR TO MATCH ORIGINAL IN TEXTURE,

TOOLING, COLOR, AND COMPRESSIVE STRENGTH (79 LINEAR FEET).

2. REPOINT 100% OF JOINT AROUND KEYSTONE. PER SPECIFICATION. MORTAR TO

MATCH ORIGINAL IN TEXTURE, TOOLING, COLOR AND COMPRESSIVE STRENGTH

(24 LINEAR FEET).

3. REPOINT JOINT AT BASE OF ARCH. PER SPECIFICATION. REPOINT 100% OF

MASONRY JOINTS IN NOTED AREA. MORTAR TO MATCH ORIGINAL IN TEXTURE,

TOOLING, COLOR AND COMPRESSIVE STRENGTH (22 LINEAR FEET).

4. REPOINT AROUND STONE SILL. PER SPECIFICATION. REPOINT 100% OF MASONRY

JOINTS IN NOTED AREA. MORTAR TO MATCH ORIGINAL IN TEXTURE, TOOLING,

COLOR AND COMPRESSIVE STRENGTH (16 LINEAR FEET).

5. REMOVE DETERIORATION AND EPOXY REPAIR WOOD CORNICE (4 SQUARE FEET).

6. REPLACE WOOD SKIRT BOARD IN KIND (21 LINEAR FEET).

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

(12 LINEAR FEET)

8. 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.

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

(TOTAL 2).

10. REMOVE AND REPLACE WOOD FRIEZE BOARD PIECE (24 LINEAR FEET).

11. OPTION 1: REMOVE KEYSTONE AND FILL VOIDS WITH COMPATIBLE MORTAR.

REINSTALL KEYSTONE UTILIZING LEAD WEDGE SHIM (FOR FRICTION). REPOINT,

COVER WITH A MINIMUM 1-INCH MORTAR OVER LEAD WEDGE. OPTION 2: REMOVE

KEYSTONE AND FILL VOIDS WITH COMPATIBLE MORTAR. REINSTALL KEYSTONE,

INSTALL STAINLESS STEEL MASONRY ANCHOR. MAY REQUIRE REMOVAL OF

BRICKS ABOVE FOR ANCHOR INSTALLATION. REPOINT PER SPECIFICATIONS. (2

KEYSTONES ).

SOUTH 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 :3

P

M A2.8

NO SCALE

A2.8

1 TREATMENT SOUTH ELEVATION 5

NO SCALE

A2.8

2 TREATMENT SOUTH ELEVATION 6 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 .8

E le v a ti o n .d w g

SOUTH ELEVATION REPAIRS

NOTE: SOUTH ELEVATION

CONTINUES ON SHEETS

A2.6, A2.7, A2.9, A2.10

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 SOUTH ELEVATION. QUANTITIES ON SHEETS A2.6,

A2.7, A2.8, A2.9, AND A2.10 ARE COMBINED.

1. AREA OF DETERIORATED MORTAR. PER SPECIFICATION. REPOINT 100% OF

MASONRY JOINTS IN NOTED AREA. MORTAR TO MATCH ORIGINAL IN TEXTURE,

TOOLING, COLOR, AND COMPRESSIVE STRENGTH (79 LINEAR FEET).

2. REPOINT 100% OF JOINT AROUND KEYSTONE. PER SPECIFICATION. MORTAR TO

MATCH ORIGINAL IN TEXTURE, TOOLING, COLOR AND COMPRESSIVE STRENGTH

(24 LINEAR FEET).

3. REPOINT JOINT AT BASE OF ARCH. PER SPECIFICATION. REPOINT 100% OF

MASONRY JOINTS IN NOTED AREA. MORTAR TO MATCH ORIGINAL IN TEXTURE,

TOOLING, COLOR AND COMPRESSIVE STRENGTH (22 LINEAR FEET).

4. REPOINT AROUND STONE SILL. PER SPECIFICATION. REPOINT 100% OF MASONRY

JOINTS IN NOTED AREA. MORTAR TO MATCH ORIGINAL IN TEXTURE, TOOLING,

COLOR AND COMPRESSIVE STRENGTH (16 LINEAR FEET).

5. REMOVE DETERIORATION AND EPOXY REPAIR WOOD CORNICE (4 SQUARE FEET).

6. REPLACE WOOD SKIRT BOARD IN KIND (21 LINEAR FEET).

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

(12 LINEAR FEET)

8. 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.

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

(TOTAL 2).

10. REMOVE AND REPLACE WOOD FRIEZE BOARD PIECE (24 LINEAR FEET).

11. OPTION 1: REMOVE KEYSTONE AND FILL VOIDS WITH COMPATIBLE MORTAR.

REINSTALL KEYSTONE UTILIZING LEAD WEDGE SHIM (FOR FRICTION). REPOINT,

COVER WITH A MINIMUM 1-INCH MORTAR OVER LEAD WEDGE. OPTION 2: REMOVE

KEYSTONE AND FILL VOIDS WITH COMPATIBLE MORTAR. REINSTALL KEYSTONE,

INSTALL STAINLESS STEEL MASONRY ANCHOR. MAY REQUIRE REMOVAL OF

BRICKS ABOVE FOR ANCHOR INSTALLATION. REPOINT PER SPECIFICATIONS. (2

KEYSTONES ).

SOUTH 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 :3

P

M A2.9

NO SCALE

A2.9

1 TREATMENT SOUTH ELEVATION 7

ELEVATION KEY

DOOR NUMBER

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

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

DRAWING KEY NOTES#

0A2.9

2 TREATMENT SOUTH ELEVATION 8 - LOWER WEST

C

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\A .9

E le v a ti o n .d w g

SOUTH ELEVATION REPAIRS

NOTE: SOUTH ELEVATION

CONTINUES ON SHEETS

A2.6 THROUGH A2.8, AND

A2.10

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 SOUTH ELEVATION. QUANTITIES ON SHEETS A2.6,

A2.7, A2.8, A2.9, AND A2.10 ARE COMBINED.

1. AREA OF DETERIORATED MORTAR. PER SPECIFICATION. REPOINT 100% OF

MASONRY JOINTS IN NOTED AREA. MORTAR TO MATCH ORIGINAL IN TEXTURE,

TOOLING, COLOR, AND COMPRESSIVE STRENGTH (79 LINEAR FEET).

2. REPOINT 100% OF JOINT AROUND KEYSTONE. PER SPECIFICATION. MORTAR TO

MATCH ORIGINAL IN TEXTURE, TOOLING, COLOR AND COMPRESSIVE STRENGTH

(24 LINEAR FEET).

3. REPOINT JOINT AT BASE OF ARCH. PER SPECIFICATION. REPOINT 100% OF

MASONRY JOINTS IN NOTED AREA. MORTAR TO MATCH ORIGINAL IN TEXTURE,

TOOLING, COLOR AND COMPRESSIVE STRENGTH (22 LINEAR FEET).

4. REPOINT AROUND STONE SILL. PER SPECIFICATION. REPOINT 100% OF MASONRY

JOINTS IN NOTED AREA. MORTAR TO MATCH ORIGINAL IN TEXTURE, TOOLING,

COLOR AND COMPRESSIVE STRENGTH (16 LINEAR FEET).

5. REMOVE DETERIORATION AND EPOXY REPAIR WOOD CORNICE (4 SQUARE FEET).

6. REPLACE WOOD SKIRT BOARD IN KIND (21 LINEAR FEET).

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

(12 LINEAR FEET)

8. 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.

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

(TOTAL 2).

10. REMOVE AND REPLACE WOOD FRIEZE BOARD PIECE (24 LINEAR FEET).

11. OPTION 1: REMOVE KEYSTONE AND FILL VOIDS WITH COMPATIBLE MORTAR.

REINSTALL KEYSTONE UTILIZING LEAD WEDGE SHIM (FOR FRICTION). REPOINT,

COVER WITH A MINIMUM 1-INCH MORTAR OVER LEAD WEDGE. OPTION 2: REMOVE

KEYSTONE AND FILL VOIDS WITH COMPATIBLE MORTAR. REINSTALL KEYSTONE,

INSTALL STAINLESS STEEL MASONRY ANCHOR. MAY REQUIRE REMOVAL OF

BRICKS ABOVE FOR ANCHOR INSTALLATION. REPOINT PER SPECIFICATIONS. (2

KEYSTONES ).

SOUTH 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.

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 :3

P

M A2.10

NO SCALE

A2.10

2 TREATMENT SOUTH ELEVATION 8 & 9 - UPPER

ELEVATION KEY

DOOR NUMBER

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

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

DRAWING KEY NOTES#

A2.10

1 TREATMENT SOUTH ELEVATION 8 & 9 - LOWER EAST

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SOUTH ELEVATION REPAIRS

NOTE: SOUTH ELEVATION

CONTINUES ON SHEETS

A2.6 THROUGH A2.9

REBECCA GAEBLER

W2-1 - ARCHED TOP

1/1 SASHES

EXISTING HISTORIC WINDOW

EXTERIOR WOOD STORM

WINDOW EXISTING

WR2-2 - ARCHED TOP

2/2 SASHES

EXISTING REPLACEMENT WINDOW

W2-2 - ARCHED TOP

2/2 SASHES

EXISTING HISTORIC WINDOW

W3-1 - ARCHED TOP - 3RD FLOOR

1/1 SASHES

EXISTING HISTORIC WINDOW

WR1-2 - ARCHED TOP

2/2 SASHES

EXISTING REPLACEMENT WINDOW

W1-1 - ARCHED TOP

1/1 SASHES

EXISTING HISTORIC WINDOW

WR3-1 - ARCHED TOP - 3RD FLOOR

1/1 SASHES

EXISTING REPLACEMENT WINDOW

CONFIRM IF SQUARE TOP SASH OR

CURVED IN THE FIELD

WR1-1B - ARCHED TOP

1/1 SASHES

EXISTING REPLACEMENT WINDOW

WR1-1A - ARCHED TOP

1/1 SASHES

EXISTING HISTORIC WINDOW

3'-1 3/4" +/- V.I.F.

T

O

V E

R

IF

Y I N

F

IE

L D

2'-11 3/4" +/- V.I.F.

T

O

/4

V

E R

IF

Y

I N

F

IE

L D

T

O

/4

V

E R

IF

Y

I N

F

IE

L D

2'-11 3/4" +/- V.I.F.

/4

T

O

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R

IF

Y I N

F

IE

L D

2'-11 3/4" +/- V.I.F.

/4

T

O

V E

R

IF

Y I N

F

IE

L D

2'-11 3/4" +/- V.I.F.

/4

T

O

V E

R

IF

Y I N

F

IE

L D

2'-11 3/4" +/- V.I.F.

/4

T

O

V E

R

IF

Y I N

F

IE

L D

2'-11 3/4" +/- V.I.F.

/4

T

O

V E

R

IF

Y I N

F

IE

L D

1'-9 3/4" +/- V.I.F. 2'-6 7/8" +/- V.I.F.

/2

V

E R

IF

Y

I N

F

IE

L D

2'-6 7/8" +/- V.I.F.

/2

V

E R

IF

Y

I N

F

IE

L D

JAMB DETAIL

SILL DETAIL

MEETING RAIL DETAIL

MUNTIN

JAMB DETAIL

SILL DETAIL

MEETING RAIL DETAIL

MUNTIN

EXISTING WINDOW TYPE 'A'

TYPICAL HISTORIC HUNG WINDOW DETAILS (MATCH THESE WINDOW DETAILS

FOR NEW REPLACEMENT WINDOWS, PER THE WINDOW SCHEDULE)

EXISTING 1990'S REPLACEMENT SPIRAL

BALANCE INSERT WINDOW

DETAILS - FOR REPAIRS

/1

/4

/8

1 13/16"

/4

/4

/4

/8

MEETING RAIL EXTENSIONS.

REMOVE AS NOTED ON

WINDOW SCHEDULE.

SOME REPLACEMENT WINDOWS

IN ORIGINAL OPENINGS RETAIN

ORIGINAL BRICK MOLDING AND

WOOD SILLS.

ORIGINAL WEIGHT

POCKET

EXTERIOR WOOD SILLS MAY BE

ORIGINAL OR REPLACEMENT.

MOST DO NOT HAVE MUCH IF

ANY SLOPE. WHERE SILLS ARE

TO BE REPLACED, PROVIDE

SILL SLOPED APPROXIMATELY

1/4" TO DRAIN.

INTERIOR MAY

HAVE ORIGINAL OR

REPRODUCTION

WOOD TRIM

INTERIOR MAY

HAVE ORIGINAL OR

REPRODUCTION

WOOD TRIM

WINDOWS IN RECONSTRUCTED

WALLS DO NOT HAVE ORIGINAL

WEIGHT POCKETS. REPLACEMENT

WINDOWS IN ORIGINAL WINDOW

OPENINGS RETAIN ORIGINAL

WEIGHT POCKETS.

INTERIOR MAY

HAVE ORIGINAL OR

REPRODUCTION

WOOD TRIM

INTERIOR MAY

HAVE ORIGINAL OR

REPRODUCTION

WOOD TRIM

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 :4

P

M A3.0

WINDOW TYPES AND DETAILS

A3.0

2 WINDOW TYPES

A3.0

1 WINDOW DETAILS

3 0

SCALE OF INCHES

C

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F ir s t

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W in d o w

T y p e s a n d D e ta ils .d w g

REBECCA GAEBLER

FIRST FLOOR WINDOW SCHEDULE

NO.

3'-6 1/4" 8'-10 1/2"

3'-6 1/4" 8'-10 5/8"

3'-6 3/8" 8'-10 5/8"

3'-6 9/16" 8'-11 1/4"

3'-6 1/2" 8'-11 1/8"

3'-6 9/16" 8'-10 7/16"

3'-6 3/16" 8'-10 3/16"

3'-4 7/16" 8'-11 1/16"

3'-6 5/8" 6'-10 5/8"

3'-6 1/16" 6'-8 3/4"

3'-6 5/16" 6'-8 11/16"

3'-6 5/16" 6'-8 11/16"

3'-6 1/2" 8'-10 7/8"

3'-6" 8'-11 1/2"

GOOD

GOOD

GOOD

GOOD

3'-6 1/4" 8'-10 7 1/16"

VERY

POOR

GOOD

VERY

POOR

GOOD

GOOD

GOOD

GOOD

GOOD

REPLACEMENT

REPLACEMENT GOOD

REPLACEMENT GOOD

REPLACEMENT GOOD

REPLACEMENT GOOD

REPLACEMENT GOOD

ORIGINAL BRICK MOLD

REPLACEMENT JAMB

REPLACEMENT SILL

POOR

POOR

GOOD

REPLACEMENT GOOD

REPLACEMENT BRICK MOLD

REPLACEMENT SILL

GOOD

POOR

VERY

POOR

REPLACEMENT BRICK MOLD

REPLACEMENT SILL

FAIR

POOR

GOOD REPLACEMENT GOOD

VERY

POOR

ORIGINAL BRICK MOLD

REPLACEMENT JAMB

REPLACEMENT SILL

GOOD

GOOD

FAIR

ORIGINAL BRICK MOLD

REPLACEMENT JAMB

MAY BE ORIGINAL SILL

101 EXISTING REPLACEMENT UNIT - 2/2 GOOD REPLACEMENT GOOD

GOOD

REPLACEMENT

REPLACEMENT

REPLACEMENTGOOD GOOD

GOOD

GOOD

3'-6 1/4" 8'-10 1/2"

3'-6 1/4" 8'-10 1/2"

WR1-2

WR1-2

WR1-2

WR1-2

WR1-2

WR1-2

WR1-2

WR1-2

WR1-2

WR1-2

WR1-2

WR2-2

WR2-2

WR2-2

WR2-2

WR1-2

WR1-2

1, 6

1, 6

1, 6

1, 6

1, 6

1, 6

3, 4, 5

1, 6

1, 6

1, 6

1, 6

1, 6

1, 6

1, 6

EXISTING SASH CONFIGURATION

AND STORM WINDOW

EXISTING

WINDOW

CONDITION

EXISTING

WINDOW

TYPE

MASONRY OPENING

WIDTH HEIGHT

EXISTING

JAMB / BRICK MOLD /

SILL

EXISTING

CONDITION

INSTALL NEW

REPLACEMENT

WINDOW - TYPE

NEW

STORM

WDO

REPAIR

EXISTING

WDO

KEY NOTES AND REHABILITATION NOTES

ALL GENERAL NOTES APPLY

EXISTING REPLACEMENT UNIT - 2/2

EXISTING REPLACEMENT UNIT - 2/2

EXISTING REPLACEMENT UNIT - 2/2

EXISTING REPLACEMENT UNIT - 2/2

EXISTING REPLACEMENT UNIT - 2/2

EXISTING REPLACEMENT UNIT - 2/2

EXISTING REPLACEMENT UNIT - 2/2

EXISTING REPLACEMENT UNIT - 2/2

EXISTING REPLACEMENT UNIT - 2/2

EXISTING REPLACEMENT UNIT - 2/2

EXISTING REPLACEMENT UNIT - 2/2

EXISTING REPLACEMENT UNIT - 2/2

EXISTING REPLACEMENT UNIT - 2/2

EXISTING REPLACEMENT UNIT - 2/2

EXISTING REPLACEMENT UNIT - 2/2

EXISTING REPLACEMENT UNIT - 2/2

WR1-2

WR1-2

WR2-2

WR1-2

STRIP PAINT FROM SILL, INSTALL WOOD CONSOLIDANT, PROVIDE EPOXY

REPAIRS IN AREAS OF MINOR DETERIORATION.

X

REPLACE WINDOW UNIT IN ITS ENTIRETY, INCLUDING JAMBS, STOPS,

AND SILL. PROVIDE AND INSTALL NEW CUSTOM STORM WINDOW;

RETAIN BRICK MOLDING - PROVIDE DUTCHMAN REPAIR BOTTOM 6"

EACH, RIGHT AND LEFT SIDES.

X

X

X

X

X

X

X

REPLACE WINDOW UNIT IN ITS ENTIRETY, INCLUDING JAMBS, STOPS, AND SILL.

PROVIDE AND INSTALL NEW CUSTOM STORM WINDOW;

RETAIN BRICK MOLDING - PROVIDE DUTCHMAN REPAIR BOTTOM 4", RIGHT SIDE.

3, 4, 5

3, 4, 5

3, 4, 5

REPLACE WINDOW UNIT IN ITS ENTIRETY, INCLUDING JAMBS, STOPS, AND SILL.

PROVIDE AND INSTALL NEW CUSTOM STORM WINDOW;

RETAIN BRICK MOLDING.

X

X

X

REPLACE WINDOW UNIT IN ITS ENTIRETY, INCLUDING JAMBS, STOPS, AND SILL.

PROVIDE AND INSTALL NEW CUSTOM STORM WINDOW;

RETAIN BRICK MOLDING - PROVIDE DUTCHMAN REPAIR BOTTOM 18" EACH, LEFT

AND RIGHT SIDES.

X

X

X

X

X

X

GENERAL NOTES:

A. REMOVE ALL SCREWS, NAILS, AND OTHER ATTACHMENTS

FROM THE WINDOW COMPONENTS AND JAMBS THAT ARE NOT

PART OF THE WINDOW OPERATION. PATCH/REPAIR HOLES

WHERE REMOVED, PER SPECIFICATIONS.

B. REMOVE AND INSTALL NEW FASTENERS IF THEY ARE

PROTRUDING FROM THE WINDOW SASHES OR JAMBS, IN KIND,

EXTERIOR-GRADE STAINLESS STEEL FASTENERS ONLY.

C. ON HISTORIC WINDOW SASHES THAT ARE TO RECEIVE NEW

GLAZING PUTTY, PROTECT THE INTERIOR SURFACE OF THE

HISTORIC GLASS DURING HANDLING. THE INTERIOR SURFACE

OF THE GLASS HAS BEEN COATED WITH A UV PROTECTIVE

FILM THAT CAN EASILY BE SCRATCHED.

D. ASSUME ALL PAINT CONTAINS LEAD, UNLESS TESTING BY

CONTRACTOR SHOWS OTHERWISE. TAKE ALL NECESSARY

PRECAUTIONS TO PREVENT LEAD CONTAMINATION, PER EPA

AND OSHA REGULATIONS. ONLY CONTRACTORS CERTIFIED TO

HANDLE LEAD PAINT SHALL PERFORM WORK ON THE

WINDOWS AND SURROUNDING TRIM. DISPOSE OF ALL

LEAD-CONTAINING COMPONENTS, AS REQUIRED BY LAW.

RETAIN DISPOSAL RECORDS FOR COR.

E. BOARD-UP OPENINGS DURING RESTORATION. BOARD-UP

SHOULD BE FABRICATED IN A MANNER ALLOWING IT TO BE

REMOVED AND REINSTALLED, AS NECESSARY DURING

REPLACEMENT EFFORTS. BOARD-UP SHOULD BE SECURED,

WEATHER-TIGHT, NOT ATTACHED TO HISTORIC MILLWORK OR

MASONRY, AND SHOULD ONLY BE ABLE TO BE REMOVED FROM

THE INTERIOR.

KEY NOTES:

1. EXISTING WINDOW SASHES, TRIM, JAMS, AND SILLS - PERFORM

REPAIRS INDICATED ON THE WINDOW SCHEDULE, IF

REQUIRED. REMOVE EXISTING SEALANTS AND INSTALL ALL

NEW SEALANTS. PREP, PRIME (WHERE BARE WOOD EXPOSED),

AND PAINT ALL EXTERIOR COMPONENTS.

2. EXISTING STORM WINDOWS - PERFORM REPAIRS TO THE

EXISTING WOOD STORM WINDOWS AS INDICATED ON THE

WINDOW SCHEDULE. PREP, PRIME (WHERE BARE WOOD

EXPOSED), AND PAINT ALL SIDES (INTERIOR AND EXTERIOR) OF

SASHES. INSTALL NEW STAINLESS STEEL HINGES TO MATCH

EXISTING SIZE ON ALL UNITS. DO NOT PAINT HINGES. PROVIDE

OR REPLACE SHIMS, AS IN EXISTING INSTALLATION.

3. NEW REPLACEMENT WINDOWS -

- REMOVE EXISTING WINDOW UNIT IN ITS ENTIRETY. ENSURE

INTERIOR TRIM IS CAREFULLY REMOVED (ONLY AS NEEDED)

AND REPLACED IN ITS ORIGINAL CONDITION. CONTRACTOR

RESPONSIBLE FOR REPLACEMENT OF ANY DAMAGED TRIM, IN

KIND.

- NEW WINDOW UNITS SHALL BE PER THE SPECIFICATIONS AND

INDIVIDUALLY FIELD MEASURED TO ACCOUNT FOR UNIQUE

FIELD CONDITIONS AT EACH LOCATION. MATCH HISTORIC

WINDOW SQUARED UPPER SASHES WITH ARCHED, COMPOUND

FLAT ARCH GLAZED OPENINGS. THIRD FLOOR UNITS TO BE

HALF-ARCH TO MATCH HISTORIC WINDOW 307. UNITS TO

MATCH THE HISTORIC ORIGINAL WINDOW PROFILES AND

OVERALL DIMENSIONS AND CONFIGURATIONS AS CLOSELY AS

POSSIBLE WITH SIMULATED INSULATED GLASS UNITS. (DO NOT

MATCH THE MODERN REPLACEMENT UNITS). NEW UNITS TO BE

FACTORY FINISHED ON THE EXTERIOR WITH CUSTOM PAINT

COLOR TO BE SELECTED BY THE COR. INTERIOR TO BE

STAINED ON SITE TO MATCH THE SURROUNDING MILLWORK.

COR TO APPROVE SAMPLE TRIM STAIN BEFORE APPLICATION.

4. PROVIDE AND INSTALL NEW REPLICA WOOD STORM WINDOW,

PER SPECIFICATIONS. UNIT SHALL BE PREPPED, PRIMED, AND

PAINTED TO MATCH THE CUSTOM COLOR FOR THE WINDOWS

AND TRIM, AS SELECTED BY THE COR.

5. NEW REPLACEMENT TRIM, WOOD DUTCHMAN PATCHES, AND

SILLS SHALL BE BACK-PRIMED, AND ALL CUTS SHALL BE

PRIMED, PER SPECIFICATIONS.

6. EXISTING WINDOWS TO REMAIN - ADJUST WEATHERSTRIPPING

TO SEAL GAPS. REPLACE, IN KIND, WHERE DAYLIGHT IS VISIBLE

OR WHERE THERE IS NO FULL CONTACT WITH OPPOSING

SURFACE.

7. EXISTING REPLACEMENT WINDOWS - CAREFULLY REMOVE

TACKED-ON MID-RAIL WOOD TRIM EXTENSIONS ON THE

EXTERIOR FACE OF THE WINDOWS. FILL HOLES WITH WOOD

EPOXY, PER SPECIFICATIONS.

X

X

X

X

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 :4

P

M A3.1

FIRST FLOOR WINDOW SCHEDULE

C

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\C

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\A R

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\A .1

F ir s t

F l.

W in d o w

S c h e d u le

.d w g

REBECCA GAEBLER