Charlotte Historic District Commission Application for a...

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LOCAL HISTORIC DISTRICT: Dilworth PROPERTY ADDRESS: 1922 Lennox Avenue SUMMARY OF REQUEST: Addition, fenestration changes, accessory building APPLICANT: Allen Brooks The application was continued for size, scale, massing, fenestration and rhythm to reflect a ½ story addition that compliments the house. Details of Proposed Request Existing Conditions The existing structure is one story Colonial style duplex constructed in 1925. The home is a contributing structure in the Dilworth Local Historic District. Adjacent structures are 1, 1.5 and 2 story single family homes. A large mature tree is located in the rear yard near the house. Proposal –Addition The proposed project is a second floor addition with an expansion on the rear and a new detached accessory building. The proposed height is approximately 5’-4” taller. Windows and doors on the rear and side elevations will be replaced. The front porch will also be replaced. The addition includes new front and rear dormers and cross gables roof on the side elevations. New materials, roof details and trim will match existing. The one story accessory building retains architectural details of the house. Updated Proposal-May 11, 2016 The revised drawings include the following changes:

1. Redesign of the front gable/shed dormer to a pair of shed dormers 2. Continuous eaves along the front façade 3. Continuous shed dormer on the rear elevation 4. Alignment of new ridge peak with existing on the right side elevation

Policy & Design Guidelines for Additions, page 36 Additions to existing structures in Local Historic Districts have a responsibility to complement the original structure. Additions should reflect the design, scale and architectural style of the original structure. The following guidelines are intended to encourage addition designs that are compatible with the existing structure, while not fully mimicking the original design.

Charlotte Historic District Commission Application for a Certificate of Appropriateness Staff Review Date: May 11, 2016 HDC 2016-066 PID# 12108608

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2. Additions must respect the original character of the property, but must be distinguishable from the original construction.

3. All additions to the front or side of existing properties must be of a design that is sensitive to the character and massing of the existing structure.

4. Additions to the front or side of existing structures that are substantially visible from a street must go before the full Commission.

Staff Analysis: The Commission will determine if the proposed improvements meet the applicable design guidelines for size, scale, massing, fenestration and rhythm.

Based on the need for additional information, this application was continued for further design study. The revised drawings will show: 1. Size, Scale and Massing, reduce the addition to

reflect a more modest 1 ½ story addition 2. Fenestration and rhythm simplified

East Bv

Lennox Av

Park Rd

Magnolia Av

Springdale Av

E Worthington Av

E Tremont Av

Winthrop Av

Mcdonald AvBrookside Av

Dilw

orth

Rd W

est

Dilworth Mews Ct

Charlotte Historic District Commission - Case 2016-066HISTORIC DISTRICT: DILWORTH

0̄ 140 280 42070Feet March 29, 2016 Building Footprints

Property LinesDilworth Historic District

1922 Lennox Avenue

A-0COVER SHEET

ISSUED -

REVISIONS -

PROJ. NO. -

This drawing is to be returnedany other project is prohibited.whole or in part. Its use onbe reproduced or copied inALB Architecture and is not to shown is the property ofThis drawing and the design

ALBArchitecturec

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ALB Architecture1200 E. Morehead St.Suite 240Charlotte, NC 28204Phone: 704.503.9595

E-mail:[email protected]@aol.com

04 MAY 2016

lkeich

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MAY 2016

A-4SUBJECT HOUSE IMAGES

ISSUED -

REVISIONS -

PROJ. NO. -


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04 MAY 2016

FRONT AS SEEN FROM STREET

RIGHT REAR WING ADDITION

LEFT SIDE AS VIEWED FROM FRONT

LEFT SIDE OF REAR WING ADDITION

RIGHT SIDE OF INFILL ADDITION

STRANGE OCCURRENCE OF DOUBLE PORCH ROOFS

LEFT SIDE AS VIEWED FROM REAR

MAIN PORCH OF ORIGINAL FRONT

RIGHT FRONT OF THE HOUSE SHOWING INFILL OFLATER ADDITION

RIGHT GABLE OF MAIN PORTION OF THE HOUSE

REAR OF MAIN PORTION OFTHE HOUSE

LARGE HEALTHY SPECIMEN CANOPYOAK TREE NEAR HOUISE REAR OF RIGHT WING ADDITION

19241926

19301932 1918 1914

801 1921 1917 1915

800

804

808805

LENNOX AVENUE

E.T

REM

ON

T A

VEN

UE

728

724

719

715

709

19201922

SUBJECTPROPERTY

A-3STREETSCAPE IMAGES

ISSUED -

REVISIONS -

PROJ. NO. -


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04 MAY 2016

1930 ,1932 - LENNOX AVENUE

1920, 1922 - LENNOX AVENUE(SUBJECT PROPERTY)

1918 - LENNOX AVENUE

1926, 1928 - LENNOX AVENUE




lkeich

Typewritten Text

APRIL 2016

LENNOX AVENUEPAVED

N 42° 00' 00" E - 75'

S 48° 00' 00" E - 150'

S 42° 00' 00" W - 75'

N 48

° 00'

00"

W -

150

'

32'-6

"

15'-1"

5' S

IDE

SET

BACK

35' REAR SET BACK

20' FRONT SET BACK

5' S

IDE

SET

BACK

GRAV

EL D

RIVE

CONCRETE

EXISTING FENCEto be removed

EXISTING FENCE

13'-0"

24'-3

"

HVAC TO BERELOCATED

EXISTING OAK TREE

GRAVEL DRIVE

N 42° 00' 00" E - 75'

S 48° 00' 00" E - 150'

S 42° 00' 00" W - 75'

N 48

° 00'

00"

W -

150

'

5' S

IDE

SET

BACK

35' REAR SET BACK

20' FRONT SET BACK

5' S

IDE

SET

BACK

GRAV

EL D

RIVE

CONCRETE

EXISTING FENCE

LENNOX AVENUE

10'-0

"

4'-0"

NEW LOCATIONOF HVAC

EXISTING OAK TREE

GRAVEL DRIVE

15'-1"

32'-6

"

12'-9"

GRAPHIC SCALE 1" = 10'-0"

8 24 320 16

GRAPHIC SCALE 1" = 10'-0"

8 24 320 16

AREAS TO BE REMOVED

A-1EXISTING & PROPOSED SITE

PLANS

ISSUED -

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8'-1

0"

1ST F.F.@ +0'-0"

8'-2

1/2

"

1ST FIN. CLG.@ +8'-10"

TOP OF ROOF@ +18'-10 3/4"

CHIMNEY TOBE REMOVED

SIDE STEPS AND RAILINGTO BE REMOVED

GRADE

123

ENTIRE FRONT DECKALONG WITH THE

SHED ROOF OVER THEDECK TO BE REMOVED

AREA OF THE ROOFTO BE REMOVED

1'-4" 1'-4"

2'-0"

8'-1

0"

1ST F.F.@ +0'-0"

8'-2

1/2

"

1ST FIN. CLG.@ +8'-10"

TOP OF ROOF@ +18'-10 3/4"



GRADE

126.5


AREA OF THE ROOFTO BE REMOVED

2'-0"

TO BE REMOVED

A- 8EXISTING FRONT AND REAR

ELEVATIONS

ISSUED -

REVISIONS -

PROJ. NO. -


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Typewritten Text

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Typewritten Text

APRIL 2016

lkeich

Typewritten Text

8'-1

0"

1ST F.F. @+0'-0"

1ST FIN. CLG. @+8'-10"

2ND F.F. @+9'-10"

8'-0

"6'

-0"

2ND FIN.CLG.@+17'-10"

TOP OF ROOF @+23'-10"

EAVES AND FASCIA TOMATCH EXISTING (TYP)

GRADE VARIES

3'-0

"

ARCHITECTURAL SHINGLESTO MATCH EXISTING (TYP).

WINDOW TRIMTO MATCH EXISTING

E E

4"(MAX)

4.512

WOOD DECK

WOOD LAP SIDING TOMATCH EXISTING(TYP)

WOOD RAIL

BRICK FOUNDATION TOMATCH EXISTING (TYP)

8" DIA CIRCULARWOOD COLUMN

6" WOOD TRIM

WOOD BRACKET TOMATCH EXISTING

2'-0"

10" WOOD BAND

7'-6

1/2

"

4"

FASCIA TOMATCH EXISTING

BRICK STEPS

2'-6"

BRICK BASE

2'-0"

WOOD POST

8"

2'-0"

E E

8'-1

0"8'

-0"

6'-0

"

A

B B

3'-0

"

4"(MAX)

GRADE VARIES


CORNER BOARD TOMATCH EXISTING(TYP)

WOOD DECK

WOOD RAIL

BRICK FOUNDATION TOMATCH EXISTING (TYP)



WOOD LAP SIDING(TYP)TO MATCH EXISTING

10" WOOD TRIM

1'-4"

101

BARGE RAFTERS FOR ALLNEW SHEDS AND GABLES

1ST F.F. @+0'-0"

1ST FIN. CLG. @+8'-10"

2ND F.F. @+9'-10"

2ND FIN.CLG.@+17'-10"


6" TRIM BOARD

7'-6

1/2

"

4"

4.512

4.512

WINDOW TRIM TOMATCH EXISTING

BRICK STEPS


6" TRIM BOARD


MATCH EXIST.

8"


8"

7'-6

1/2

"

912

912

4.512

EXISTING

2'-0"

NOTE: MATCH TRIM DETAILS W/ WOOD DRIP CAP (W/ FLASHING) & BACK BAND TRIM @WINDOWS.

NOTE: PRIOR TO ORDERING WINDOWS, SUBMIT SHOP DRAWINGS TO THE ARCHITECT FORAPPROVAL.

NOTE: MATCH EXISTING WINDOW & DOOR MFG. INSTALL WITH DRIP CAP AND FLASHING .SEE ELEVATIONS FOR MUNTIN PATTERN. VERIFY ANY REQUIREMENTS FOR EGRESS ORTEMPERED GLASS.

* M.E. = MATCH EXISTING

NOTE: ALL WINDOWS WITH 9 S.F. OF GLASS OR MORE & LESS THAN 18" A.F.F. MUST BETEMPERED PER CODE (TYP.)

A

HEADER HEIGHTSIZE TYPEID

WINDOW SCHEDULE

B

DOUBLE HUNG3'-0" X 5'-2" MATCH EXISTING

C

D

E

DOUBLE HUNG

DOUBLE HUNG

2'-8" X 3'-3" 7' 2" (1ST FLR)7' 0" (2ND FLR)

2'-8" X 5'-2" MATCH EXISTING

DOUBLE HUNG 2'-6" X 4'-6" 6' 8"

DOUBLE HUNG 2'-8" X 5'-0" 7' 0"

A-14PROPOSED FRONT AND

RIGHT SIDE ELEVATIONS

ISSUED -

REVISIONS -

PROJ. NO. -


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8'-1

0"

1ST F.F.@ +0'-0"

8'-2

1/2

"

1ST FIN. CLG.@ +8'-10"

TOP OF ROOF@ +18'-10 3/4"


ENTIRE FRONT DECKALONG WITH THE

SHED ROOF OVER THEDECK TO BE REMOVED


GRADE

123

126.5

8'-1

0"

1ST F.F.@ +0'-0"

8'-2

1/2

"

1ST FIN. CLG.@ +8'-10"

TOP OF ROOF@ +18'-10 3/4"


ENTIRE FRONT DECKALONG WITH THESHED ROOF OVER THEDECK TO BE REMOVED

GRADE

126.5

123

TO BE REMOVED

A-9EXISTING RIGHT AND LEFT

SIDE ELEVATIONS

ISSUED -

REVISIONS -

PROJ. NO. -


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APRIL 2016

lkeich

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lkeich

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8'-1

0"8'

-0"

6'-0

"

E E

B

B B

1ST F.F. @+0'-0"

1ST FIN. CLG. @+8'-10"

2ND F.F. @+9'-10"

2ND FIN.CLG.@+17'-10"


B

D DTEMP TEMP

GRADE VARIES



CORNER BOARD TOMATCH EXISTING(TYP)

7'-6

1/2

"

TEMP


BRICK FOUNDATIONTO MATCH EXISTING

7'-6

1/2

"

4"




6" TRIM BOARD


WOODEN STEPS


WOOD POST

4.512

8"

10" WOOD BAND

WOOD BRACKET(SEE 2/A-17 FOR DETAIL)

3'-0

"

4"(MAX)

B B

8'-1

0"8'

-0"

6'-0

"

E E

B

1ST F.F. @+0'-0"

1ST FIN. CLG. @+8'-10"

2ND F.F. @+9'-10"

2ND FIN.CLG.@+17'-10"



4" CORNER BOARDTO MATCH EXISTING


ARCHITECTURAL SHINGLESTO MATCH EXISTING (TYP)

BRICK FOUNDATIONTO MATCH EXISTING

3'-0

"

4"(MAX)

WOOD RAIL

WOOD DECK

6" TRIM BOARD


BRICK BASE

WOOD LAP SIDINGTO MATCH EXISTING

4.512

MATCH EXIST.

2'-0"

2'-0"

7'-6

1/2

"

4"



WOOD DECK


BRICK BASE

WOOD PIERS 1'-0"

WOOD RAIL

GRADE VARIES

4.512

4.512

MATCH EXIST.

4"(MAX)

3'-0

"

912






A


WINDOW SCHEDULE

B

DOUBLE HUNG3'-0" X 5'-2" MATCH EXISTING

C

D

E

DOUBLE HUNG

DOUBLE HUNG

2'-8" X 3'-3" 7' 2" (1ST FLR)7' 0" (2ND FLR)

2'-8" X 5'-2" MATCH EXISTING

DOUBLE HUNG 2'-6" X 4'-6" 6' 8"

DOUBLE HUNG 2'-8" X 5'-0" 7' 0"

A-15PROPOSED REAR AND

LEFT SIDE ELEVATIONS

ISSUED -

REVISIONS -

PROJ. NO. -


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A-16COMPARISION OF ELEVATIONS

(EXISTING AND PROPOSED)

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MAY 2016

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APRIL 2016

L E N N O X A V E N U E

EASTTREMONTAVENUE

EASTWORTHINGTON

AVENUE

10

' ALLE

Y Frame Garage (Not Shown)

1st level = 709.3'1st level = 711.1'

1st level = 713.3'1st leve l = 716.6 ' 1st level = 718.2'

1 s t l e v e l = 7 2 4 . 2 '#728 East Worthington Avenue

#1914#1918

#1922 & #1920#1928 & #1926#1932 & #1930

ridge = 745.4'

ridge = 733.2'

ridge = 739.9'

existing ridge = 731.5'ridge = 729.0'ridge = 728.3'

Sidewalk=719.3'

Sidewalk=713.6'Sidewalk=711.5'

Sidewalk=708.8'Sidewalk=706.2'Sidewalk

=704.6'

Grad

e=70

9.2'

Grad

e=71

5.5'

Grad

e=71

1.5' Gr

ade=

721.

1'

Grade=707.5' Grade=708.4' Grade=709.8'

Grade=714.3' Grade=714.4'

Grade=718.8'

Grade=708.3'

Grade=714.3'

40'

30'

20'

10'

40'

30'

20'

10'

L E N N O X A V E N U E

EASTTREMONTAVENUE

EASTWORTHINGTON

AVENUE

40'

10

' ALLE

Y Frame Garage (Not Shown)

1st level = 709.3'1st level = 711.1'

1st leve l = 716.6 ' 1st level = 718.2'

1 s t l e v e l = 7 2 4 . 2 '#728 East Worthington Avenue

#1914#1918

ridge = 745.4'

ridge = 733.2'

ridge = 739.9'

ridge = 729.0'ridge = 728.3'

Sidewalk=719.3'

Sidewalk=713.6'Sidewalk=711.5'

Sidewalk=708.8'Sidewalk=706.2'Sidewalk

=704.6'Gr

ade=

709.

2'

Grad

e=71

5.5'

Grad

e=71

1.5' Gr

ade=

721.

1'

Grade=707.5' Grade=708.4' Grade=709.8'

Grade=714.3' Grade=714.4'

Grade=718.8'

Grade=708.3'

Grade=714.3'

existing ridge = 731.5'

proposed ridge = 737.1'

#1928 & #1926#1932 & #1930 1st level = 713.3'

30'

20'

10'

40'

30'

20'

10'

5'-6

"

AREAS TO BE REMOVED

A-2STREET HEIGHT SURVEY

ISSUED -

REVISIONS -

PROJ. NO. -


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MAY 2016

CRAWLSPACENOTE: SEE STRUCTURAL FOR DETAILS

TERMITE PRETREAT SOILOR APPROVED TERMITEPRETREAT. CRAWLSPACETO BE FREE AND CLEAR OFALL DEBRIS WITH GRAVELBASE UNDER 16 MIL VAPORBARRIER (TYP.).

NOTE:· COORDINATE WITH STRUCTURAL DRAWINGS FOR CRAWLSPACE VENT LOCATIONS· SEE STRUCTURAL FOR FOUNDATION DETAILS

TOTAL CRAWLSPACE: 583 S.F.

583/150S.F. = 3.88 S.F. OF VENTILATION

3.88 S.F. /.79 S.F. = 4.9 FOUNDATION VENTS

= 5 FOUNDATION VENTS

= 5 FOUNDATION VENTS PROVIDED

FOUNDATION NOTE:

1 S.F. OF VENTILATION PER150 S.F. OF CRAWLSPACE.

8x16 = .79 S.F.

3' AWAY FROM CORNER

2'-4" 18'-4"

22'-0"

2'-8

"20

'-0"

2'-8

"

28'-0

"

22'-0"

2'-8

"20

'-0"

2'-8

"

28'-0

"

8'-0"

3'-6

"

DIMENSIONS FROM FACE OF BRICKFACE OF STUD TO ALIGN WITH FACE OF BRICK

107

105

104

101

103

102

106

4'-6" 3'-3" 6'-9" 7'-6"

22'-0"

A A

A A22

'-6"

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

22'-0"

11'-4" 5'-0" 5'-8"

3'-8"

3'-4

"5'

-5"

4'-5

"14

'-10"

10'-4

"8'

-10

1/4"

8'-9

3/4

"

28'-0

"

B

B

3'-4

"3'

-4"

8'-2

"8'

-2"

5'-0

"

2'-9

"2'

-9"

A

A

28'-0

"

TEMP

LIVING ROOM

LIVING ROOM CLOSET

BATHROOM

LAUNDRY

PANTRY

KITCHENETTE

3'-0" LADDER

2'-0

"

1'-0"

1'-0

"

1'-0"

MATCH EXISTING

MATCH EXISTING






A


ACCESSORY WINDOW SCHEDULE

B

DOUBLE HUNG2'-8" X 5'-0" MATCH HOUSE


NUM. OPENING LOCATION

ACCESSORY DOOR SCHEDULE

101

102 2'-0" X 6'-8"

103

104

105

LIVING ROOM

106

107

LAUNDRY

PANTRY

BEDROOM

3'-0" X 6'-8"

2'-0" X 6'-8"

BEDROOM PR 2'-0" X 6'-8"

BATHROOM2'-6" X 6'-8"(POCKET DR)

CLOSET2'-0" X 6'-8"

2'-6" X 6'-8"

BRICK VENEER

MASONRY

EXISTING WALLS

NEW WALLS

LEGEND

RAIL

LOFT

LIVING ROOM BELOW

22'-0"

13'-2

"

13'-4" 3'-0" 5'-8"

22'-0"

28'-0

"

28'-0

"

A-18PROPOSED ACCESSORY

STRUCTURE

ISSUED -

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MAY 2016

CORNER BOARD TOMATCH HOUSE (TYP)

LAP SIDING TO MATCHHOUSE (TYP).

WINDOW TRIM TOMATCH HOUSE (TYP)

DOOR TRIM TOMATCH HOUSE (TYP).

101

ARCHITECTURAL SHINGLESTO MATCH HOUSE (TYP)

8'-0

"11

'-11

1/2"

1ST F.F. @+0'-0"

1ST FIN. CLG. @+8'-0"

BRACKET

GRADE VARIES

12" WOOD BAND

TOP OF ROOF @+19'-11 12"

AA

9'-4

3/4

"1'

-0"

CORNER BOARD TOMATCH HOUSE (TYP)




8'-0

"11

'-11

1/2"

1ST F.F. @+0'-0"

1ST FIN. CLG. @+8'-0"

GRADE VARIES

BRACKET TOMATCH HOUSE

12" WOOD BAND

TOP OF ROOF @+19'-11 12"

B BTEMP

MATCH HOUSE

9'-4

3/4

"1'

-0"

4'-6 3/4"

CORNER BOARDTO MATCH HOUSE(TYP)




8'-0

"11

'-11

1/2"

1ST F.F. @+0'-0"

1ST FIN. CLG. @+8'-0"

TOP OF ROOF @+19'-11 12"

WOOD BRACKET(REFER 5/A-19)

GRADE VARIES

MATCH HOUSE

A A

9'-4

3/4

"1'

-0"

8'-0

"3'

-0"2'-0"

SOFFIT TO RAFTER DETAILTO MATCH HOUSE

CORNER BOARDTO MATCH HOUSE(TYP)



DOOR TRIM TOMATCH HOUSE (TYP).


8'-0

"11

'-11

1/2"

1ST F.F. @+0'-0"

1ST FIN. CLG. @+8'-0"

GRADE VARIES

9'-4

3/4

"1'

-0"

12" WOOD BAND

TOP OF ROOF @+19'-11 12"

A A

1'-0"






A


ACCESSORY WINDOW SCHEDULE

B



BRICK VENEER

MASONRY

EXISTING WALLS

NEW WALLS

LEGEND

3'-5"

6"

8" 4" 2'-5"

4'-2

"

8"

6"

6"

4'-2

"

6"

R4'-2

"4"

A-19EXISTING & PROPOSED SITE

PLANS

ISSUED -

REVISIONS -

PROJ. NO. -


ALBArchitecturec

upon request.

Seal

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Typewritten Text

MAY 2016

Charlotte Historic District Commission Application for a...

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Transcript of Charlotte Historic District Commission Application for a...