Drawings__3_-_Saxton_House.pdf

SECOND FLOOR WINDOW SCHEDULE

3'-6 11/16" 7'-10 15/16"

3'-6 1/2" 7'-11 9/16"

2'-4 1/4" 7'-11 7/16"

7'-11 11/16"

3'-6 3/8"

3'-6 1/2" 7'-0 1/2"

3'-6 5/16"

3'-6 3/8"

3'-6 1/4"

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

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

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

3'-5 7/8" 6'-10 3/8"

3'-6 1/4" 8'-0 1/16"

3'-6 11/16" 8'-0 1/4"

2'-4 1/4" 7'-11 5/16"

3'-6 1/2" 7'-11 1/4"

3'-6 1/2"

7'-11 3/8"

7'-0 7/16"

NO.

FAIR

GOOD

HISTORIC WINDOW & SASHES - 1/1 FAIR -

REPLACEMENT GOODEXISTING REPLACEMENT UNIT - 2/2 FAIR

EXISTING REPLACEMENT UNIT - 2/2

EXISTING REPLACEMENT UNIT - 1/1

REPLACEMENT GOOD

GOOD

POOR

REPLACEMENT BRICK MOLD

REPLACEMENT SILL

GOOD

POOR

REPLACEMENT BRICK MOLD

REPLACEMENT SILL

POOR

POOR

REPLACEMENT BRICK MOLD

REPLACEMENT SILL

GOOD

POOR

REPLACEMENT BRICK MOLD

REPLACEMENT SILL

REPLACEMENT GOOD

MODERN STORM WINDOW POOR

HISTORIC GOOD

REPLACE BOTTOM RAIL & RIGHT STILE; INSTALL NEW GLAZING PUTTY; INSTALL

NEW STAINLESS STEEL HINGES TO MATCH EXISTING

HISTORIC BRICK MOLD

REPLACEMENT SILL

FAIR

POOR

REPLACEMENT BRICK MOLD

REPLACEMENT SILL

GOOD

FAIR

REPLACEMENT BRICK MOLD

REPLACEMENT SILL

GOOD

FAIR

HISTORIC WINDOW & SASHES 1/1 FAIR

MODERN STORM WINDOW POOR

HISTORIC JAMB, SILL, AND

BRICK MOLDING

FAIR INSTALL NEW GLAZING PUTTY ON BOTH SASHES

HISTORIC WINDOW

SASHES & UNIT - 1/1

FAIR

MODERN STORM WINDOW POOR

FAIR

POOR

REPLACE ENTIRE STORM WINDOW TO MATCH THE EXISTING

STORM WINDOW

HISTORIC JAMB, SILL, AND

BRICK MOLDING

REMOVE EXISTING AND INSTALL NEW REPLICA BRICK MOLDING (7 FEET) ON RIGHT

SIDE. PROVIDE REMOVED BRICK MOLDING TO COR FOR RETENTION OF HISTORIC

PAINT SAMPLES FOR PARK CURATOR.

HISTORIC WINDOW

SASHES & UNIT - 2/2

MODERN STORM WINDOW POOR REPLACE ENTIRE STORM WINDOW TO MATCH THE EXISTING

STORM WINDOW

HISTORIC JAMB, SILL, AND

BRICK MOLDING

6'-11 1/8"

FAIR REPLACEMENT BRICK MOLD

REPLACEMENT SILL

GOOD

GOOD

REPLACE WEATHERSTRIPPING IN BOTTOM SASH; REMOVE NAIL FROM SASH AND

REPAIR WITH EPOXY, PER SPECIFICATIONS.

6'-11"

HISTORIC WINDOW

SASHES & UNIT - 2/2

MODERN STORM WINDOW FAIR

HISTORIC JAMB, SILL, AND

BRICK MOLDING

REMOVE EXISTING AND INSTALL NEW GLAZING PUTTY; INSTALL NEW STAINLESS

STEEL HINGES TO MATCH EXISTING.

INSTALL REPLICA SASH LOCK ON OPPOSITE SIDE OF INTERIOR SASHGOOD GOOD

HISTORIC WINDOW

SASHES & UNIT - 2/2

MODERN STORM WINDOW FAIR

HISTORIC JAMB, SILL, AND

BRICK MOLDING

GOOD GOOD

HISTORIC WINDOW

SASHES & UNIT - 2/2

MODERN STORM WINDOW FAIR

HISTORIC JAMB, SILL, AND

BRICK MOLDING

EPOXY REPAIR 4" LEFT BRICK MOLDINGGOOD GOOD

HISTORIC WINDOW

SASHES & UNIT - 2/2

MODERN STORM WINDOW POOR

HISTORIC JAMB, SILL, AND

BRICK MOLDING

GOOD GOOD

HISTORIC WINDOW

SASHES & UNIT - 1/1

MODERN STORM WINDOW FAIR

HISTORIC JAMB, SILL, AND

BRICK MOLDING

GOOD GOOD

HISTORIC WINDOW

SASHES & UNIT - 1/1

MODERN STORM WINDOW POOR

HISTORIC JAMB, SILL, AND

BRICK MOLDING

GOOD DUTCHMAN REPAIR BRICK MOLDING LEFT & RIGHT SIDES 6-FEET IN HEIGHT; RETAIN

HISTORIC BRICK MOLDING FOR PAINT RECORD IN PARK ARCHIVES. PROVIDE

REMOVED BRICK MOLDING TO COR FOR RETENTION OF HISTORIC PAINT SAMPLES

FOR PARK CURATOR.

1, 6, 7WR2-2

WR2-2

WR1-1B

WR1-1B

WR2-2

WR2-2

WR2-2

WR2-2

WR2-2

3, 4, 5

1W2-1

EXISTING

STORM

WR2-2

WR2-2

1, 6, 7

1, 6

2EXISTING

STORM

W2-1

W2-1

1, 6

W2-1 1, 6

WR2-2 1, 6, 7

W2-2 1, 6

W2-2 1, 6

W2-2 1, 6

W2-2 1, 6

W2-1 1, 6

W2-1 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

1, 6, 7

X

X

X

STRIP PAINT FROM SILL, INSTALL WOOD CONSOLIDANT, PROVIDE EPOXY REPAIRS;

STRIP PAINT FROM SILL, INSTALL WOOD CONSOLIDANT, PROVIDE EPOXY REPAIRS;

VERY

POOR

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

PROVIDE AND INSTALL NEW CUSTOM STORM WINDOW.

1, 6, 7X STRIP PAINT FROM SILL, INSTALL WOOD CONSOLIDANT, PROVIDE EPOXY REPAIRS;FAIR

FAIR 1, 6, 7X STRIP PAINT FROM SILL, INSTALL WOOD CONSOLIDANT, PROVIDE EPOXY REPAIRS;

POOR 1, 6, 7X SASH REPAIR: STRIP PAINT FROM EXTERIOR OF BOTH SASHES, INSTALL WOOD

CONSOLIDANT; PERFORM EPOXY REPAIRS. REPLACE UPPER SASH LEFT, RIGHT,

AND BOTTOM WOOD GLAZING STOPS. REPLACE LOWER SASH BOTTOM RAIL AND

BOTTOM WOOD GLAZING STOPS. REPLACE BOTTOM SASH EXTERIOR MUNTIN.

REPLACE NORTH PARTING BEAD.

SILL - STRIP PAINT, INSTALL WOOD CONSOLIDANT, PROVIDE EPOXY REPAIRS;

BRICK MOLDING - REPLACE BOTTOM 10" OF LEFT AND RIGHT SIDE BRICK MOLDING.

REPLACE COMPRESSION WEATHERSTRIPPING ON BOTTOM SASH.

1, 6, 7X

X

EXISTING REPLACEMENT UNIT - 1/1

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

WR1-1B

3, 4, 5XVERY

POOR

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

PROVIDE AND INSTALL NEW CUSTOM STORM WINDOW.

BRICK MOLDING - RETAIN HISTORIC BRICK MOLDING.

- REMOVE LOOSE, FLAKING, AND DETERIORATED PAINT; INSTALL

CONSOLIDANT; EPOXY REPAIR, PER SPECIFICATIONS.

- IF MOLDING REQUIRES COMPLETE PAINT REMOVAL, PROVIDE MINIMUM 4

HISTORIC PAINT SAMPLES TO COR PRIOR TO STRIPPING PAINT. SAMPLES

MAY INCLUDE A THIN LAYER OF WOOD TO CAPTURE ALL LAYERS.

X

X

FAIR REPLACE 2 BOTTOM WOOD GLAZING STOPS ON UPPER SASH, IN KIND;X

FAIR 1, 6, 7 REPLACE 2 BOTTOM WOOD GLAZING STOPS ON UPPER AND LOWER SASHES, IN

KIND;

X

X

REPLACE BOTTOM RAIL & RIGHT STILE; REMOVE EXISTING AND INSTALL NEW

GLAZING PUTTY; INSTALL NEW STAINLESS STEEL HINGES TO MATCH EXISTING

EXISTING

STORM

X

X

FAIR

FAIR

XEXISTING

STORM

BRICK MOLDING - LEFT SIDE OF WINDOW - STRIP PAINT TO INSTALL WOOD

CONSOLIDANT AND EPOXY REPAIRS

EXISTING

STORM

EXISTING REPLACEMENT UNIT - 2/2

X

X

X

X

EXISTING

STORM

REMOVE EXISTING AND INSTALL NEW GLAZING PUTTY; INSTALL NEW STAINLESS

STEEL HINGES TO MATCH EXISTING.

EXISTING

STORM

EXISTING

STORM

REMOVE EXISTING AND INSTALL NEW GLAZING PUTTY; INSTALL NEW STAINLESS

STEEL HINGES TO MATCH EXISTING.

EPOXY REPAIR BOTTOM RAIL; REMOVE EXISTING AND INSTALL NEW GLAZING

PUTTY; INSTALL NEW STAINLESS STEEL HINGES TO MATCH EXISTING.

EXISTING

STORM

EXISTING

STORM

REPLACE BOTTOM RAIL AND RIGHT STILE; REMOVE EXISTING AND INSTALL NEW

GLAZING PUTTY; INSTALL NEW STAINLESS STEEL HINGES TO MATCH EXISTING.

X

X

X

X

X

X

X

X

X

X

X

X REPLACE ENTIRE STORM WINDOW TO MATCH THE EXISTING

STORM WINDOW

FAIR

POOR

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.

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

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SECOND FLOOR WINDOW SCHEDULE

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REBECCA GAEBLER

2118415 2/21/2022

GENERAL NOTES:

A. REMOVE ALL SCREWS, NAILS, AND OTHER ATTACHMENTS FROM THE WINDOW

OPENINGS THAT ARE NOT PART OF THE WINDOW OPERATION. PATCH/REPAIR HOLES

WHERE REMOVED, PER SPECIFICATIONS.

B. REPLACE SEALANT AT JOINT BETWEEN MASONRY OPENING AND BRICK MOLDING ON

ALL WINDOWS. INSTALL CLOSED-CELL BACKER ROD AND SEALANT AND PAINT TO

MATCH WINDOWS.

C. ON HISTORIC WINDOW SASHES THAT ARE TO RECEIVE NEW GLAZING PUTTY, TAKE

CARE TO PROTECT THE INTERIOR SURFACE OF THE HISTORIC GLASS DURING

HANDLING. THE GLASS HAS BEEN COATED WITH A UV PROTECTIVE FILM THAT CAN

EASILY BE SCRATCHED.

KEY NOTES:

1. EXISTING WINDOWS, TRIM, AND SILLS - PERFORM REPAIRS INDICATED ON THE

WINDOW SCHEDULE, IF REQUIRED, PREP AND PAINT ALL EXTERIOR COMPONENTS,

INCLUDING, WINDOW SASHES, JAMBS, BRICK MOLDING, TRIM, AND SILLS.

2. EXISTING STORM WINDOWS - PERFORM REPAIRS INDICATED ON THE WINDOW

SCHEDULE, IF REQUIRED, PREP AND PAINT EXTERIOR AND INTERIOR OF STORM

WINDOWS.

3. NEW WINDOWS. NEW WINDOW UNITS SHALL BE PER SPECIFICATIONS AND

INSTALLED FACTORY PRIMED. FINISH PAINT TO MATCH ALL EXTERIOR TRIM.

4. NEW STORM WINDOWS SHALL BE PRIMED AND PAINTED TO MATCH ALL EXTERIOR

TRIM.

5. NEW TRIM, REPLACEMENT TRIM, AND DUTCHMAN PATCHES SHALL BE BACK-

PRIMED AND ALL CUTS SHALL BE PRIMED, PER SPECIFICATIONS.

6. ALL EXISTING WINDOWS TO REMAIN: ADJUST EXISTING WEATHERSTRIPPING.

REPLACE, WHERE NECESSARY.

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

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THIRD FLOOR WINDOW SCHEDULE

THIRD FLOOR WINDOW SCHEDULE

MASONRY OPENING

WIDTH HEIGHTNO.

POOR

POOR

POOR

HISTORIC WINDOW

SASHES & UNIT - 1/1

FAIR - -

REPLACEMENT POORREPLACEMENT UNIT - 1/1 POOR

REPLACEMENT UNIT - 1/1

REPLACEMENT UNIT - 1/1

REPLACEMENT UNIT - 1/1

REPLACEMENT UNIT - 1/1

REPLACEMENT UNIT -1/1

REPLACEMENT JAMB/SILL

HISTORIC BRICK MOLDING

POOR

POOR

POOR

POOR

REPLACEMENT

POORREPLACEMENT

3 REPLACE WINDOW UNIT IN ITS ENTIRETY, INCLUDING JAMBS

AND SILL;

3 REPLACE WINDOW UNIT IN ITS ENTIRETY, INCLUDING JAMBS

AND SILL;

POOR POORREPLACEMENT REPLACE WINDOW UNIT IN ITS ENTIRETY, INCLUDING JAMBS

AND SILL;

POOR POORREPLACEMENT REPLACE WINDOW UNIT IN ITS ENTIRETY, INCLUDING JAMBS

AND SILL;

REPLACEMENT UNIT - 1/1 REPLACEMENT POOR

1, 3

SASH TYPE

/STORM

HISTORIC JAMB

HISTORIC SILL

GOOD

POOR

1,6 REPLACE BOTTOM RAIL AND DUTCHMAN LEFT STILE AND

TENON ON BOTTOM SASH; INSTALL NEW GLAZING PUTTY ON

BOTH SASHES; INSTALL NEW SILL; INSTALL NEW PARTING

BEADS; STRIP EXTERIOR PAINT AND CONSOLIDATING WOOD;

PROVIDE PARK WITH MULTIPLE PAINT SAMPLES FROM TOP

AND BOTTOM SASHES FOR ARCHIVAL PAINT RECORD PRIOR

TO STRIPPING.

KEY NOTES AND REHABILITATION NOTES

JAMB /

BRICK MOLD / SILL

TYPE

CONDITION CONDITION

ALL GENERAL NOTES APPLY

REPLACE WINDOW UNIT IN ITS ENTIRETY, INCLUDING JAMBS

AND SILL;

REPLACE WINDOW UNIT IN ITS ENTIRETY, INCLUDING JAMBS

AND SILL; STRIP PAINT FROM EXTERIOR HISTORIC BRICK

MOLDING AND CONSOLIDATE AND EPOXY REPAIR.

REPLACE WINDOW UNIT IN ITS ENTIRETY, INCLUDING JAMBS

AND SILL;

2'-6 1/2"+/- 6'-6 1/2" +/-

2'-6 1/2"+/- 6'-6 1/2" +/-

2'-6 1/2"+/- 6'-6 1/2" +/-

2'-6 1/2"+/- 6'-6 1/2" +/-

2'-6 1/2"+/- 6'-6 1/2" +/-

2'-6 1/2"+/- 6'-6 1/2" +/-

2'-6 1/2"+/- 6'-6 1/2" +/- W3-1

WR3-1/WR3-1

WR3-1/WR3-1

WR3-1/WR3-1

WR3-1/WR3-1

WR3-1/WR3-1

WR3-1/WR3-1

WR3-1/WR3-1

WINDOW TYPE

EXISTING/NEW

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REBECCA GAEBLER

1 WINDOW 100 ELEVATION

EAST ELEVATION, FIRST FLOOR, N.T.S.

A3.4

2 WINDOW 101 ELEVATION

EAST ELEVATION, FIRST FLOOR, N.T.S.

A3.4

3 WINDOW 102 ELEVATION

EAST ELEVATION, FIRST FLOOR, N.T.S.

A3.4

4 WINDOW 103 ELEVATION

EAST ELEVATION, FIRST FLOOR, N.T.S.

A3.4

5 WINDOW 104 ELEVATION

SOUTH ELEVATION, FIRST FLOOR, N.T.S.

A3.4

6 WINDOW 105 ELEVATION

SOUTH ELEVATION, FIRST FLOOR, N.T.S.

A3.4

7 WINDOW 106 ELEVATION

SOUTH ELEVATION, FIRST FLOOR, N.T.S.

A3.4

8 WINDOW 107 ELEVATION

SOUTH ELEVATION, FIRST FLOOR, N.T.S.

A3.4

9 WINDOW 108 ELEVATION

SOUTH ELEVATION, FIRST FLOOR, N.T.S.

A3.4

10 WINDOW 109 ELEVATION

SOUTH ELEVATION, FIRST FLOOR, N.T.S.

A3.4

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

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W in d o w

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WINDOW ELEVATIONS

PHOTOGRAPHS OF WINDOWS FOR

REFERENCE ONLY. REFER TO WINDOW

SCHEDULE FOR WORK AT EACH OPENING

REBECCA GAEBLER

2 WINDOW 111 ELEVATION

WEST ELEVATION, FIRST FLOOR, N.T.S.

A3.5

3 WINDOW 112 ELEVATION

NORTH ELEVATION, FIRST FLOOR, N.T.S.

A3.5

4 WINDOW 113 ELEVATION

NORTH ELEVATION, FIRST FLOOR, N.T.S.

A3.5

5 WINDOW 114 ELEVATION

NORTH ELEVATION, FIRST FLOOR, N.T.S.

A3.5

6 WINDOW 115 ELEVATION

WEST ELEVATION, FIRST FLOOR, N.T.S.

A3.5

7 WINDOW 116 ELEVATION

WEST ELEVATION, FIRST FLOOR, N.T.S.

A3.5

1 WINDOW 110 ELEVATION

WEST ELEVATION, FIRST FLOOR, N.T.S.

A3.5

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 :5

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WINDOW ELEVATIONS

PHOTOGRAPHS OF WINDOWS FOR

REFERENCE ONLY. REFER TO WINDOW

SCHEDULE FOR WORK AT EACH OPENING

REBECCA GAEBLER

6 WINDOW 205 ELEVATION

EAST ELEVATION, SECOND FLOOR, N.T.S.

A3.6

7 WINDOW 206 ELEVATION

SOUTH ELEVATION, SECOND FLOOR, N.T.S.

A3.6

8 WINDOW 207 ELEVATION

SOUTH ELEVATION, SECOND FLOOR, N.T.S.

A3.6

9 WINDOW 208 ELEVATION

SOUTH ELEVATION, SECOND FLOOR, N.T.S.

A3.6

10 WINDOW 209 ELEVATION

SOUTH ELEVATION, SECOND FLOOR, N.T.S.

A3.6

4 WINDOW 203 ELEVATION

EAST ELEVATION, SECOND FLOOR, N.T.S.

A3.6

5 WINDOW 204 ELEVATION

EAST ELEVATION, SECOND FLOOR, N.T.S.

A3.6

1 WINDOW 200 ELEVATION

EAST ELEVATION, SECOND FLOOR, N.T.S.

A3.6

2 WINDOW 201 ELEVATION

EAST ELEVATION, SECOND FLOOR, N.T.S.

A3.6

3 WINDOW 202 ELEVATION

EAST ELEVATION, SECOND FLOOR, N.T.S.

A3.6

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

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WINDOW ELEVATIONS

PHOTOGRAPHS OF WINDOWS FOR

REFERENCE ONLY. REFER TO WINDOW

SCHEDULE FOR WORK AT EACH OPENING

REBECCA GAEBLER

7 WINDOW 216 ELEVATION

NORTH ELEVATION, SECOND FLOOR, N.T.S.

A3.7

8 WINDOW 217 ELEVATION

NORTH ELEVATION, SECOND FLOOR, N.T.S.

A3.7

9 WINDOW 218 ELEVATION

NORTH ELEVATION, SECOND FLOOR, N.T.S.

A3.7

10 WINDOW 219 ELEVATION

WEST ELEVATION, SECOND FLOOR, N.T.S.

A3.7

11 WINDOW 220 ELEVATION

WEST ELEVATION, SECOND FLOOR, N.T.S.

A3.7

4 WINDOW 213 ELEVATION

WEST ELEVATION, SECOND FLOOR, N.T.S.

A3.7

5 WINDOW 214 ELEVATION

SOUTH ELEVATION, SECOND FLOOR, N.T.S.

A3.7

6 WINDOW 215 ELEVATION

NORTH ELEVATION, SECOND FLOOR, N.T.S.

A3.7

1 WINDOW 210 ELEVATION

SOUTH ELEVATION, SECOND FLOOR, N.T.S.

A3.7

2 WINDOW 211 ELEVATION

SOUTH ELEVATION, SECOND FLOOR, N.T.S.

A3.7

3 WINDOW 212 ELEVATION

SOUTH ELEVATION, SECOND FLOOR, N.T.S.

A3.7

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 A3.7

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A \2

\C

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IN

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\A R

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\A .7

W in d o w

In .d w g

WINDOW ELEVATIONS

PHOTOGRAPHS OF WINDOWS FOR

REFERENCE ONLY. REFER TO WINDOW

SCHEDULE FOR WORK AT EACH OPENINGREBECCA GAEBLER

7 WINDOW 306 ELEVATION

NORTH ELEVATION, THIRD FLOOR, N.T.S.

A3.8

8 WINDOW 307 ELEVATION

NORTH ELEVATION, THIRD FLOOR, N.T.S.

A3.8

4 WINDOW 303 ELEVATION

SOUTH ELEVATION, THIRD FLOOR, N.T.S.

A3.8

5 WINDOW 304 ELEVATION

SOUTH ELEVATION, THIRD FLOOR, N.T.S.

A3.8

6 WINDOW 305 ELEVATION

WEST ELEVATION, THIRD FLOOR, N.T.S.

A3.8

3 WINDOW 302 ELEVATION

EAST ELEVATION, THIRD FLOOR, N.T.S.

A3.8

1 WINDOW 300 ELEVATION

EAST ELEVATION, THIRD FLOOR, N.T.S.

A3.8

2 WINDOW 301 ELEVATION

EAST ELEVATION, THIRD FLOOR, N.T.S.

A3.8

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 A3.8

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W in d o w

In .d w g

WINDOW ELEVATIONS

PHOTOGRAPHS OF WINDOWS FOR

REFERENCE ONLY. REFER TO WINDOW

SCHEDULE FOR WORK AT EACH OPENING

REBECCA GAEBLER

OUTSIDE PAINTED

CLADDING

PLYWOOD BACKER

WOOD POST

10 1/2"

EXISTING ROOF POST FLASHED

WITH METAL FLASHING

EXISTING ROOF

PLYWOOD, PAINTED

/2

/4

/4

/4

/4

/8

/2

/2

10 1/2"

6 1/2"

9 3/8"

8 7/8"

8 7/8"

7 1/2"

EXISTING PLAN/SECTION DETAIL

EXISTING PARTIAL ELEVATION EXISTING

RAIL SECTION

3 1/2"

1 3/4"

/8

/4

/4

/4

2 1/4"

1 7/8"

3/4"

3 1/2"

3 3/4"

4"

CUSTOM BASE WRAP

CONSTRUCTED FROM

EXTERIOR GRADE WOOD

EXISTING WOOD POST

10 1/2"

WRAP NEW ROOF COATING MIN.

4" UP POST AND PROVIDE TIGHT

SELF-FLASHING DETAIL.

REPLACEMENT - PLAN/SECTION DETAIL

REPLACEMENT - PARTIAL ELEVATION REPLACEMENT -

SECTION AT POST

3 1/2"

FIELD VERIFY ALL DIMENSIONS AND

MATCH EXISTING, UNLESS NOTED.

REPLICATE EXISTING POST.

REPLICATE EXISTING

ORNAMENTAL DETAIL.

REPLICATE EXISTING POST.

FINIAL CONSTRUCTED FROM

BUILT-UP EXTERIOR GRADE WOOD

AND SHAPED TO MATCH HISTORIC

ORNAMENTAL DETAIL.

5"

REFERENCE

REPLACEMENT RAIL

SECTION

REPLICATE EXISTING POST.

REPLACEMENT -

SECTION AT RAIL

NEW RAIL SHALL INCLUDE ALUMINUM

BAR REINFORCEMENT EMBEDDED IN

MATERIAL TO PREVENT WARPING.

REPLICATE EXISTING WOOD RAIL.

ALUMINUM BAR

REPLICATE EXISTING WOOD RAIL.

BOTTOM CAP SHALL BE INSTALLED

TO BE EASILY REMOVED TO ALLOW

ACCESS TO FUTURE ELECTRICAL

CONDUIT.

POST BEYOND

EXISTING WOOD POST TO BE FULLY

WRAPPED IN SELF-ADHERING ICE

AND WATER SHIELD INCLUDING TOP

AND LAP OVER FLASHING.

EXISTING WOOD POST (REPAIR AS

REQUIRED). NOTIFY COR IF NOT

REUSABLE.

1 1/2"

/2

" INSTALL 3/4" STAINLESS STEEL

THREADED DOWEL BETWEEN

WOOD POST AND SYNTHETIC

POST CAP

/2

DIMENSIONS OF POST CAP HAVE

BEEN ALTERED TO REPLICATE

PROPORTIONS VISIBLE IN

HISTORIC PHOTOGRAPHS

REFERENCE SECOND FLOOR PLAN FOR

APPROXIMATE RAIL LENGTHS

PROVIDE SOLID, EXTERIOR

GRADE HARDWOOD BLOCKING

FOR NAILING & SPACING. DO

NOT USE PLYWOOD FOR

SPACING OR BLOCKING.

REINFORCED

WOOD RAILINGS

CELLULAR PVC

SHEET BOARD

CELLULAR PVC SHEET BOARD FULL

ANCHORED AT TOP AND BOTTOM WITH

CONCEALED ANCHORS

GENERAL NOTES:

• THE EXISTING SECOND FLOOR PORCH RAILING AT MAIN PORCH IS

DETERIORATED AND REQUIRES REPLACEMENT. SOUTH PORCH

RAILING TO REMAIN.

• CIRCULAR PANELS TO BE CONSTRUCTED OF SYNTHETIC SHEET

MATERIAL.

• ALL OTHER COMPONENTS TO BE CONSTRUCTED WITH EXTERIOR

GRADE WOOD, PER THE SPECIFICATIONS. TREAT ALL WOOD

COMPONENTS WITH WOOD PRESERVATIVE PER SPECIFICATION

PRIOR TO PAINTING.

• 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.

WRAP NEW ROOF COATING

MIN. 4" UP POST AND PROVIDE

TIGHT SELF-FLASHING DETAIL.

1 1/2"

1"

1 1/2"

PROVIDE 3/4" FLEXIBLE GALVANIZED

CONDUIT THROUGH EXISTING POST

TO ALLOW FOR FUTURE ELECTRICAL

WIRING. REFERENCE CONDUIT

ROUTING DETAIL ABOVE

EQ. EQ.

PROVIDE VOID IN NEW WOOD RAIL TO

ALLOW THE INSTALLATION OF FUTURE

ELECTRICAL CONDUIT AND WIRING

FLEXIBLE GALVANIZED

CONDUIT

FLEXIBLE CONDUIT

ROUTING AT CORNER

POSTS

4" MIN. EXTENTION INTO RAIL

FLEXIBLE CONDUIT

ROUTING AT MID POSTS

4" MIN. EXTENTION INTO RAIL

1"

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 A4.0

A4.0

4 SECOND FLOOR EXISTING PORCH RAIL DETAILS

NO SCALE

A4.0

NO SCALE

A4.0

NO SCALE

A4.0

12 6 0 12

SCALE OF INCHES

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PORCH ROOF DETAILS

A4.0

5 SECOND FLOOR REPLACEMENT PORCH RAIL DETAILS

TYPICAL SECTION OF EXISTING SECOND FLOOR

PORCH RAIL TO BE REPLACED

TYPICAL SECTION OF EXISTING SECOND FLOOR

PORCH RAIL TO BE REPLACED

TYPICAL SECTION OF EXISTING SECOND FLOOR

PORCH RAIL TO BE REPLACED

REBECCA GAEBLER

/2

8' - 10"

/2

WOOD SILL

PLATE

GRADE

EXISTING STAINED

BEADBOARD

EXISTING WOOD TRIM

EXISTING STONE

LINTEL/KEYSTONE

5"

EXISTING WOOD TONGUE AND

GROOVE FLOORING (COATED)

EXISTING PAINTED (COATED

QUARTER-ROUND)

EXISTING MASONRY WALL

EXISTING STONE SUB SILL

1"

EXISTING BRICK

MOLD (BEYOND)

EXISTING WINDOW

JAMB (BEYOND)

/4

/8

/8

/8

A4.1

A4.1

INSTALL NEW, REINFORCED ELASTOMERIC

COATING SYSTEM OVER ENTIRE EXISTING

METAL ROOF PER SPECIFICATIONS AND

MANUFACTURER'S RECOMMENDATIONS.

REMOVE EXISTING AND INSTALL NEW

REPLICATED COLUMN BASES.

EXISTING DOWNSPOUT

EXISTING ROOF

ELASTOMERIC COATING

BASE AND

REINFORCEMENT

COATING FLASHING

ELASTOMERIC FINISH

COATING

EXISTING DOWNSPOUT OR

POSTS

DETAIL OF FLASHING AT

ROOF PENETRATIONS

FOLLOW MANUFACTURER'S

RECOMMENDATIONS

/2

+/-4 3/4"

/4

INSTALL NEW REINFORCED

ELASTOMERIC COATING

SYSTEM.

+/-1' - 3" +/-2"

/2

+/-1' - 1 1/4"

EXISTING COPPER GUTTER.

GUTTER TO REMAIN WITH

SEAM REPAIRS

EXISTING COPPER GUTTER

EXISTING SEAM BETWEEN EXISTING

COPPER GUTTER AND EXISTING

STAINLESS STEEL ROOF

EXISTING ROOF RAIL

POST

ROOF RAIL POST

REMOVE ALL PREVIOUS

INCOMPATIBLE SEAM REPAIRS. PREP

METAL AND RE-SOLDER JOINTS AS

REQUIRED THROUGHOUT GUTTER.

EXISTING ROOF

SHEATHING

NEW REINFORCED ELASTOMERIC

COATING SYSTEM, WRAP UP

WALL MIN. 4" AND COAT EXISTING

ALL FLASHING TO REMAIN

COPPER 16 OZ

FLASHING

CUT NEW MASONRY REGLET.

INSTALL NEW SEALANT AND

BOND BREAKER

EXISTING MASONRY WALL

EXISTING METAL ROOF

10 1/2"

" 1

/8

1' - 0"

7 1/2"

+/- 1/2"

VERIFY

THICKNESS AND

DIMENSION OF

SKIRT BOARD IN

FIELD.

VERIFY

DIMENSIONS AND

PROFILES OF

COLUMN BASE

WRAP IN THE

FIELD. MATCH

EXISTING.

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 A4.1

A4.1

1 FIRST FLOOR NORTH PORCH SECTION AT NW BACK DOOR

1 0 1 2

SCALE OF FEET

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PORCH AND PORCH ROOF

DETAILS

2 TYPICAL EXISTING STAINLESS STEEL PORCH ROOF

NO SCALE

A4.1

3 EXISTING STAINLESS STEEL ROOF SEAM TO REMAIN

NO SCALE

A4.1

A4.1

4 PORCH GUTTER DETAIL

A4.1

5 PORCH ROOF MASONRY REGLET

• 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.

GENERAL NOTES

REBECCA GAEBLER

RUST AND DETERIORATED SECTIONS OF METAL

SHALL BE SANDED. ALL LOOSE PAINT TO BE

REMOVED AND THE HANDRAIL SHALL BE

PREPPED, PRIMED, AND PAINTED.

REMOVE EXISTING 6-INCHES OF BASE OF

METAL RAIL SUPPORTS. INSTALL NEW RAIL

BASE SUPPORT TO MATCH EXISTING WITH

INTERIOR STIFFENER WELDED IN PLACE.

PREPPED, PRIMED, PAINTED, AND

REINSTALLED.

INSTALL EXTERIOR GRADE EPOXY FILLER AT THE

BASE OF POST TO HELP FILL CONCRETE HOLE

AND DIRECT WATER AWAY FROM POST. INSTALL

NEW METAL TRIM AT BASE TO MATCH EXISTING.

REMOVE EXISTING 6-INCHES OF BASE OF METAL

RAIL SUPPORTS. INSTALL NEW RAIL BASE

SUPPORT TO MATCH EXISTING WITH INTERIOR

STIFFENER WELDED IN PLACE. PREPPED,

PRIMED, PAINTED, AND REINSTALLED.

REPLACE MISSING BASE

TRIM WITH NEW METAL

TRIM AT BASE TO MATCH

EXISTING TRIM IN VARIOUS

LOCATIONS.

REMOVE EXISTING 6-INCHES OF BASE OF METAL

RAIL SUPPORTS. INSTALL NEW RAIL BASE SUPPORT

TO MATCH EXISTING WITH INTERIOR STIFFENER

WELDED IN PLACE. PREPPED, PRIMED, PAINTED,

AND REINSTALLED.

INSTALL EXTERIOR GRADE EPOXY FILLER AT

THE BASE OF POST TO HELP FILL CONCRETE

HOLE AND DIRECT WATER AWAY FROM POST.

INSTALL NEW METAL TRIM AT BASE TO MATCH

EXISTING.

RUST AND DETERIORATED SECTIONS OF

METAL SHALL BE SANDED DOWN. ALL LOOSE

PAINT TO BE REMOVED AND THE HANDRAIL

SHALL BE PREPPED, PRIMED, AND PAINTED.

RUST AND DETERIORATED SECTIONS OF

METAL SHALL BE SANDED. ALL LOOSE PAINT

TO BE REMOVED AND THE HANDRAIL SHALL

BE PREPPED, PRIMED, AND PAINTED.

RUST AND DETERIORATED SECTIONS OF

METAL SHALL BE SANDED . ALL LOOSE

PAINT TO BE REMOVED AND THE

HANDRAIL SHALL BE PREPPED, PRIMED,

AND PAINTED.

A4.2

Sim

EXISTING PORCH TONGUE AND GROOVE

FLOORING

EXISTING PORCH FLOOR FRAMING

EXISTING PORCH FLOOR JOIST

NEW POST

EXISTING POST

NEW STEEL ANGLE BOLTED TO PORCH

FRAMING AND WELDED TO RAIL POST.

PRIOR TO INSTALL, COAT STEEL ANGEL

WITH RUST INHIBITOR PRIMER AND

TWO COATS OF PAINT.

NEW SECTION OF RAIL POST, PRIME,

PRIME AND PAINT.

EXISTING RAIL POST

INSTALL SOLID STEEL BAR STIFFENER

BETWEEN EXISTING POST AND NEW POST

WELD ALL FOUR SIDES OF

POST, GRIND TO SMOOTH

REMOVE RUSTED STEEL

ANGLE AND ACCESSORIES.

REMOVE DETERIORATED

PORTION OF STEEL POST.

INSTALL CONTINUOUS

PERIMETER SEALANT, EACH SIDE

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 A4.2

A4.2

1 EAST (FRONT) PORCH - STAIR HANDRAILS

PORCH RAIL DETAILS

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A4.2

2 EAST (FRONT) PORCH RAIL, POST REPAIR DETAIL

REBECCA GAEBLER