Charlotte Historic District Commission
Staff Review
HDC 2014-268
Application for a Certificate of Appropriateness
Date: April 8, 2015
LOCAL HISTORIC DISTRICT:
Dilworth
PROPERTY ADDRESS:
1712 Euclid Avenue
SUMMARY OF REQUEST:
New Construction
OWNER:
Jason McArthur
APPLICANT:
Jason McArthur & Tony Miller
This application was continued from March for 1) Landscaping/parking area screening, 2) Scale of deck and
columns, and 3) Roof massing.
Details of Proposed Request
Existing Conditions
The existing site is located in the center of a block between East Blvd., Cleveland Ave., East Kingston Ave., and
Euclid Ave. with alleyways on three sides. The site is zoned B-1(PED). Primary access to the site will be provided
through a driveway from East Boulevard with secondary access from adjoining alleys. There are several mature
trees adjacent to the site and one mature tree on the subject property. Adjacent structures are single family
and multi-family with commercial uses along East Boulevard.
Proposal
The proposal is the construction of a two story quadraplex on the vacant parcel. Plan details include the
following:
1. Parking will be provided along the alleyways.
2. Trees to remain are reflected on the site plan.
3. Mechanical systems are located at the rear.
4. Maximum height is approximately 33’-4.75”.
5. Exterior materials are cedar shake and wood lap.
6. Windows are wood.
Revised Proposal – January 14, 2015
1. Building and open space area provided.
2. Building height recalculated.
3. Wall section and fenestration details provided.
4. Shutters removed.
5. Tree replacement/protection plan revised.
Revised Proposal – February14, 2015
1. Building height revised to be similar to adjacent buildings on East Boulevard.
2. Roof pitch lowered from 12/12 to 10/12.
1
Revised Proposal – March 11, 2015
1. Roof massing has been modified.
2. Fenestration on southeast elevation has been redesigned.
3. An additional 5’ has been added to the rear yard (facing single family)/building width reduced 5’.
Revised Proposal – April 8, 2015
1. The parking areas have additional landscaping at the curbs.
2. Roof massing has been modified.
3. Ridge height is approximately 30’-6”.
4. Balcony columns have been redesigned.
Policy & Design Guidelines
Staff Analysis
The Commission shall determine if the proposal meets the guidelines for new construction.
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Charlotte Historic District Commission - Case 2014-268
Historic District; Dilworth
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Dilworth Local
Historic District
Property Lines
Building Footprints
East Bv.
1712 Euclid Ave.
314-322 East Kingston Avenue
1717 Cleveland Avenue
MARCH 2015
APRIL 2015
MARCH 2015
APRIL 2015
MARCH 2015
APRIL 2015
MARCH 2015
33' - 3 1/4"
12
12
715 NORTH CHURCH STREET SUITE 140
C H A R L O T T E N C 2 8 2 0 2
7 0 4 3 7 7 8 5 0 0
33' - 3 1/4"
www.millerarchitecture.com
8
8
12
30' - 6 1/8"
30' - 6 1/8"
15
12
27' - 8 7/8"
8
30 Year Architectural Asphalt Shingle
30 Year Architectural Asphalt Shingle
CIVIL ENGINEER
12
12
6
20' - 9 3/4"
6
SECOND LEVEL
TRUSS BEARING
Cedar Shake Siding
12
20' - 9 3/4"
6
Kevin McCorkle, RLA #0814
(704) 941-2251
kmccorkle.rla@earthlink.net
SECOND LEVEL
TRUSS BEARING
Cedar Shake Siding
Ply Gem Wood Windows
or HDC Approved Equal
Ply Gem Wood Windows
or HDC Approved Equal
Wood Lap Siding
12
10
11' - 8 1/4"
10' - 1 1/2"
Cedar Post & Bracket
30 Year Architectural
Asphalt Shingle
12
SECOND LEVEL
TOP OF SUBFLOOR
FIRST LEVEL
TRUSS BEARING
11' - 8 1/4"
SECOND LEVEL
TOP OF SUBFLOOR
10' - 1 1/2"
FIRST LEVEL
TRUSS BEARING
0' - 0"
GROUND LEVEL
TOP OF SLAB
10
Cedar Post & Bracket
Wood Lap Siding
Ply Gem Wood Windows
or HDC Approved Equal
Cedar Post & Bracket
Ply Gem Wood Windows
or HDC Approved Equal
Wood Lap Siding
Cementitious Base Board Painted
Cementitious Base Board Painted
0' - 0"
SOUTHWEST ELEVATION Toward EAST BOULEVARD & COPPER
PARKING
GROUND LEVEL
TOP OF SLAB
15
03
SOUTHEAST ELEVATION Toward EUCLID AVENUE
3/16" = 1'-0"
3/16" = 1'-0"
EAST BOULEVARD
CARRIAGE HOUSE
APARTMENTS
HDC 2014-268
1712 EUCLID AVENUE
12
12
33' - 3 1/4"
33' - 3 1/4"
8
8
12
30' - 6 1/8"
12
30 Year Architectural
Asphalt Shingle
Total Building Height: 33'-8" to Grade, Not to Exceed 784'
(Depending on Civil Recommendation for First Floor Elev.)
INNER BLOCK bounded by
EAST BOULEVARD, EUCLID AVENUE,
EAST KINGSTON AVENUE &
CLEVELAND AVENUE in
CHARLOTTE, NC 28203
30' - 6 1/8"
15
27' - 8 7/8"
8
30 Year Architectural Asphalt Shingle
Cedar Shake Siding
12
6
20' - 9 3/4"
SECOND LEVEL
TRUSS BEARING
Cedar Shake Siding
12
6
FOR
12
20' - 9 3/4"
6
SECOND LEVELMISSION PROPERTIES, LLC
TRUSS BEARING
Cedar Shake Siding
Ply Gem Wood Windows
or HDC Approved Equal
Ply Gem Wood Windows
or HDC Approved Equal
Wood Lap Siding
Wood Lap Siding
12
10
Cedar Post & Bracket
Ply Gem Wood Windows
or HDC Approved Equal
11' - 8 1/4"
10' - 1 1/2"
ISSUED FOR:
ISSUE DATE:
REVISIONS:
12
SECOND LEVEL
TOP OF SUBFLOOR
FIRST LEVEL
TRUSS BEARING
10
11' - 8 1/4"
SECOND LEVEL
TOP OF SUBFLOOR
10' - 1 1/2"
FIRST LEVEL
TRUSS BEARING
Wood Lap Siding
HDC Staff Approved
Wood Carriage Door
Cedar Post & Bracket
84" Wood Carriage Door
Set with Glazing
ELEVATIONS
Cementitious Base Board Painted
0' - 0"
NORTHEAST ELEVATION Toward EAST KINGSTON AVENUE
13
3/16" = 1'-0"
HDC REVIEW
01/13/15
1 01/30/15
Review Comments
2 02/26/15
Roof Revisions
GROUND LEVEL
TOP OF SLAB
0' - 0"
NORTHWEST ELEVATION Toward CLEVELAND AVENUE
01
3/16" = 1'-0"
GROUND LEVEL
TOP OF SLAB
F I L E N A M E:
00-EB-H201-Elevations
D R A W N B Y:
KRJ
C H E C K E D B Y:
TFM
A201
APRIL 2015
12
30' - 2" Hip Ridge Height (780.1')
12
30 Year Architectural Asphalt Shingle
8
12
12
30' - 6" Gable Ridge Height (780.5')
12
8
12
30' - 6" Gable Ridge Height (708.5') 30' - 2" Hip Ridge Height (780.1')
1
12
Galvanized or Lead Finial
27' - 9" Hip Ridge Height (777.8')
12
12
Standing Seam Metal Roofing
Galvanized or Lead Finial
8
Standing Seam Metal Roofing
30' - 6" Gable Ridge Height (780.5')
1
12
15
12
15
12
15
8
27' - 9" Hip Ridge Height (777.8')
15
12
12
8
12
30 Year Architectural Asphalt Shingle
12
12
6
12
6
12
6
20' - 9 3/4"
SECOND LEVEL
TRUSS BEARING
12
6
Cedar Shake Siding
Cedar Shake Siding
Ply Gem Wood Windows
or HDC Approved Equal
Ply Gem Wood Windows
or HDC Approved Equal
12
6
12
6
12
12
6
6
6
20' - 9 3/4"
SECOND LEVEL
TRUSS BEARING
12
Wood Railing
10
30 Year Architectural
Asphalt Shingle
11' - 8 1/4"
SECOND LEVEL
TOP OF SUBFLOOR
Wood Lap Siding
11' - 8 1/4"
SECOND LEVEL
TOP OF SUBFLOOR
10' - 1 1/2"
FIRST LEVEL
TRUSS BEARING
30 Year Architectural
Asphalt Shingle
10' - 1 1/2"
FIRST LEVEL
TRUSS BEARING
0' - 0"
GROUND LEVEL
TOP OF SLAB
Wood Bracket
Wood Fence to be Approved
by Administrative Staff
Wood Post & Bracket
Wood Post & Bracket
Ply Gem Wood Windows
or HDC Approved Equal
Ply Gem Wood Windows
or HDC Approved Equal
Wood Lap Siding
Wood Column
Wood Fence to be Approved
by Administrative Staff
Masonry
Wood Lap Siding
Cementitious Base Board
Painted
Cementitious Base Board
Painted
0' - 0"
SOUTHWEST ELEVATION Toward EAST BOULEVARD & COPPER
PARKING
Standing Seam Metal Roofing
12
15
12
8
12
6
12
Galvanized or Lead Finial
27' - 9" Hip Ridge Height (777.8')
30 Year Architectural Asphalt Shingle
12
Standing Seam Metal Roofing
Galvanized or Lead Finial
12
12
30' - 2" Hip Ridge Height (780.1')
12
15
12
15
3/16" = 1'-0"
30' - 6" Gable Ridge Height (780.5')
12
12
15
8
15
Total Building Height: 31'-2" to Grade, Not to Exceed 781.4'
(Based on Civil Recommendation for First Floor Elev.)
27' - 9" Hip Ridge Height (777.8')
12
12
8
8
30' - 6" Gable Ridge Height (780.5')
1
8
12
12
03
SOUTHEAST ELEVATION Toward EUCLID AVENUE
3/16" = 1'-0"
30' - 6" Gable Ridge Height (780.5')
30' - 2" Hip Ridge Height (780.1')
1
GROUND LEVEL
TOP OF SLAB
12
30 Year Architectural Asphalt Shingle
12
12
6
12
6
20' - 9 3/4"
SECOND LEVEL
TRUSS BEARING
6
Cedar Shake Siding
Cedar Shake Siding
Ply Gem Wood Windows
or HDC Approved Equal
Ply Gem Wood Windows
or HDC Approved Equal
Wood Lap Siding
12
12
6
6
12
12
6
10
SECOND LEVEL
TOP OF SUBFLOOR
10' - 1 1/2"
FIRST LEVEL
TRUSS BEARING
Wood Bracket
Ply Gem Wood Windows
or HDC Approved Equal
Wood Column
Wood Lap Siding
Masonry
Wood Fence to be Approved
by Administrative Staff
0' - 0"
Cementitious Base Board
Painted
NORTHWEST ELEVATION Toward EAST KINGSTON AVENUE
GROUND LEVEL
TOP OF SLAB
13
3/16" = 1'-0"
SECOND LEVEL
TRUSS BEARING
12
11' - 8 1/4"
Wood Post & Bracket
20' - 9 3/4"
6
6
Wood Railing
12
12
10
Wood Bracket
Wood Columns
11' - 8 1/4"
SECOND LEVEL
TOP OF SUBFLOOR
10' - 1 1/2"
FIRST LEVEL
TRUSS BEARING
Wood Bracket
Wood Lap Siding
Fixed Carriage Door
to be Approved by HDC Staff
Fixed Carriage Door
to be Approved by HDC Staff
Masonry
0' - 0"
Cementitious Base Board
Painted
NORTHWEST ELEVATION Toward CLEVELAND AVENUE
GROUND LEVEL
TOP OF SLAB
01
3/16" = 1'-0"
ELEVATIONS
F I L E N A M E:
TFM
D R A W N B Y:
KRJ
C H E C K E D B Y:
TFM
H201
MARCH 2015
APRIL 2015
MARCH 2015
APRIL 2015
MARCH 2015
APRIL 2015