staff recommendation - nashville · 119 bowling avenue metro historic zoning commission, may 20,...
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119 Bowling Avenue Metro Historic Zoning Commission, May 20, 2015 1
STAFF RECOMMENDATION
119 Bowling Avenue
May 20, 2015
Application: New construction - addition
District: Richland-West End Neighborhood Conservation Zoning Overlay
Council District: 24
Map and Parcel Number: 10405028100
Applicant: Preston Quirk, Architect
Project Lead: Sean Alexander, [email protected]
Description of Project: The applicant proposes to construct a rear
addition to an historic house. The addition will be distinguished
from the original structures by walls that step in on the sides, and
by the roof of the addition being shorter than the original roof.
Recommendation Summary: Staff recommends approval of the
proposed addition, with the condition that staff approves the final
selection of windows and doors, finding the proposal to meet the
design guidelines for additions in the Richland-West End
Neighborhood Conservation Zoning Overlay.
Attachments
A: Photographs
B: Site Plan
C: Elevations
119 Bowling Avenue Metro Historic Zoning Commission, May 20, 2015 2
Vicinity Map:
Aerial Map:
119 Bowling Avenue Metro Historic Zoning Commission, May 20, 2015 3
Applicable Design Guidelines:
II.B.1 New Construction a. Height
The height of the foundation wall, porch roof(s), and main roof(s) of a new building shall be compatible, by
not contrasting greatly, with those of surrounding historic buildings.
b. Scale
The size of a new building and its mass in relation to open spaces shall be compatible, by not contrasting
greatly, with surrounding historic buildings.
Foundation lines should be visually distinct from the predominant exterior wall material. This is typically
accomplished with a change in material.
c. Setback and Rhythm of Spacing
The setback from front and side yard property lines established by adjacent historic buildings should be
maintained. Generally, a dominant rhythm along a street is established by uniform lot and building
width. Infill buildings should maintain that rhythm.
d. Materials, Texture, Details, and Material Color
The materials, texture, details, and material color of a new building's public facades shall be visually
compatible, by not contrasting greatly, with surrounding historic buildings. Vinyl and aluminum siding
are not appropriate.
T-1-11- type building panels, "permastone", E.F.I.S. and other artificial siding materials are generally not
appropriate. However, pre-cast stone and cement fiberboard siding are approvable cladding materials
for new construction; but pre-cast stone should be of a compatible color and texture to existing historic
stone clad structures in the district; and cement fiberboard siding, when used for lapped siding, should
be smooth and not stamped or embossed and have a maximum of a 5” reveal.
Shingle siding should exhibit a straight-line course pattern and exhibit a maximum exposure of seven
inches (7”).
Four inch (4”) nominal corner boards are required at the face of each exposed corner.
Stud wall lumber and embossed wood grain are prohibited.
Belt courses or a change in materials from one story to another are often encouraged for large two-story
buildings to break up the massing.
When different materials are used, it is most appropriate to have the change happen at floor lines.
Clapboard sided chimneys are generally not appropriate. Masonry or stucco is appropriate.
Texture and tooling of mortar on new construction should be similar to historic examples.
Asphalt shingle is an appropriate roof material for most buildings. Generally, roofing should not have
strong simulated shadows in the granule colors which results in a rough, pitted appearance; faux
shadow lines; strongly variegated colors; colors that are too light (e.g.: tan, white, light green); wavy
or deep color/texture used to simulate split shake shingles or slate; excessive flared form in the shingle
tabs; uneven or sculpted bottom edges that emphasize tab width or edges, unless matching the original
roof.
Generally front doors should be 1/2 to full-light. Faux leaded glass is inappropriate.
e. Roof Shape
The roof(s) of a new building shall be visually compatible, by not contrasting greatly, with the roof shape,
orientation, and pitch of surrounding historic buildings.
Roof pitches should be similar to the pitches found in the district. Historic roofs are generally between 6/12
119 Bowling Avenue Metro Historic Zoning Commission, May 20, 2015 4
and 12/12.
Roof pitches for porch roofs are typically less steep, approximately in the 3-4/12 range.
Generally, two-story residential buildings have hipped roofs.
Generally, dormers should be located on the roof. Wall dormers are not typical in the historic context and
accentuate height so they should be used minimally and generally only on secondary facades. When they
are appropriate they should be no wider than the typical window openings and should not project beyond
the main wall.
f. Orientation
The orientation of a new building's front facade shall be visually consistent with surrounding historic
buildings.
Parking areas and Driveways
Generally, curb cuts should not be added.
Where a new driveway is appropriate it should be two concrete strips with a central grassy median.
Shared driveways should be a single lane, not just two driveways next to each other. Sometimes this may
be accomplished with a single lane curb cut that widens to a double lane deeper into the lot.
g. Proportion and Rhythm of Openings
The relationship of width to height of windows and doors, and the rhythm of solids (walls) to voids (door
and window openings) in a new building shall be compatible, by not contrasting greatly, with
surrounding historic buildings.
Window openings on the primary street-related or front façade of new construction should be
representative of the window patterns of similarly massed historic structures within the district.
In most cases, every 8-13 horizontal feet of flat wall surface should have an opening (window or door) of at
least 4 square feet. More leniencies can be given to minimally visible side or rear walls.
Double-hung windows should exhibit a height to width ratio of at least 2:1.
Windows on upper floors should not be taller than windows on the main floor since historically first floors
have higher ceilings than upper floors and so windows were typically taller on the first floor.
Single-light sashes are appropriate for new construction. If using multi-light sashes, muntins should be
fully simulated and bonded to the glass, and exhibit an interior bar, exterior bar, as well as a spacer
between glass panes.
Four inch (nominal) casings are required around doors, windows and vents on non-masonry buildings.
Trim should be thick enough to extend beyond the clapboard. Double or triple windows should have a
4” to 6” mullion in between.
Brick molding is required around doors, windows and vents within masonry walls but is not appropriate on
non-masonry buildings.
h. Outbuildings
(Although the MHZC does not review use itself there are additional ordinance requirements for buildings
that are or have a Detached Accessory Dwelling Unit (DADU) required by ordinance 17.16.030 that are
reviewed by the MHZC. This information is provided for informational purposes only and does not replace
ordinance 17.16.030.)
1) A new garage or storage building should reflect the character of the period of the house to which the
outbuilding will be related. The outbuilding should be compatible, by not contrasting greatly, with
surrounding historic outbuildings in terms of height, scale, roof shape, materials, texture, and details.
2) Outbuildings should be situated on a lot as is historically typical for surrounding historic buildings.
Generally new garages should be placed close to the alley, at the rear of the lot, or in the original location
of an historic accessory structure.
119 Bowling Avenue Metro Historic Zoning Commission, May 20, 2015 5
Lots without rear alleys may have garages located closer to the primary structure. The appropriate
location is one that matches the neighborhood or can be documented by historic maps.
Generally, attached garages are not appropriate; however, instances where they may be are:
· Where they are a typical feature of the neighborhood; or
· When the location of the attached garage is in the general location of an historic accessory building,
the new garage is located in the basement level, and the vehicular access is on the rear elevation.
i. Utilities
Utility connections such as gas meters, electric meters, phone, cable, and HVAC condenser units should be
located so as to minimize their visibility from the street.
Generally, utility connections should be placed no closer to the street than the mid point of the structure.
Power lines should be placed underground if they are carried from the street and not from the rear or
an alley.
2. ADDITIONS
a. Generally, an addition should be situated at the rear of a building in such a way that it will not disturb
either front or side facades.
Placement
Additions should be located at the rear of an existing structure.
Connections to additions should, as much as possible, use existing window and door openings rather
than remove significant amounts of rear wall material.
Generally, one-story rear additions should inset one foot, for each story, from the side wall.
Additions should be physically distinguished from the historic building and generally fit within the
shadow line of the existing building.
When an addition ties into the existing roof, the addition should be at least 6” below the existing ridge.
In order to assure than an addition has achieved proper scale, the addition should:
· No matter its use, an addition should not be larger than the existing house, not including non-historic
additions, in order to achieve compatibility in scale. This will allow for the retention of small and
medium size homes in the neighborhood. The diversity of housing type and size is a character
defining feature of the historic districts.
· Additions which are essentially a house-behind-a-house with a long narrow connector are not
appropriate, as the form does not exist historically. Short or minimal connections that do not
require the removal of the entire back wall of a historic building are preferred.
· Additions should generally be shorter and thinner than the existing building. Exceptions may be
made when unusual constraints make these parameters unreasonable, such as:
· An extreme grade change
· Atypical lot parcel shape or size
In these cases, an addition may rise above or extend wider than the existing building; however,
generally the addition should not higher and extend wider.
Foundation
Foundation walls should set in from the existing foundation at the back edge of the existing structure
by one foot for each story or half story. Exception: When an addition is a small one-room deep
(12’ deep or less) addition that spans the width of the structure, and the existing structure is
masonry with the addition to be wood (or appropriate substitute siding). The change in
material from masonry to wood allows for a minimum of a four inch (4”) inset.
Foundation height should match or be lower than the existing structure.
119 Bowling Avenue Metro Historic Zoning Commission, May 20, 2015 6
Foundation lines should be visually distinct from the predominant exterior wall material. This is
generally accomplished with a change in materials.
Roof
The height of the addition's roof and eaves must be less than or equal to the existing structure.
Visually evident roof slopes should match the roof slopes of the existing structure, and roof planes
should set in accordingly for rear additions.
Skylights should not be located on the front-facing slope of the roof. Skylights should be flat (no bubble
lenses) with a low profile (no more than six inches tall) and only be installed behind the midpoint
of the building).
b. The creation of an addition through enclosure of a front porch is not appropriate.
The addition should set back from the face of the historic structure (at or beyond the midpoint of the
building) and should be subservient in height, width and massing to the historic structure.
Side additions should be narrower than half of the historic building width and exhibit a height of at least
2’ shorter than the historic building.
To deemphasize a side addition, the roofing form should generally be a hip or side-gable roof form.
c. Contemporary designs for additions to existing properties are not discouraged when such additions do not
destroy significant historical, architectural, or cultural material; and when such design is compatible, by not
contrasting greatly, with the size, scale, color, material, and character of the property, neighborhood, or
environment.
Side porch additions may be appropriate for corner building lots or lots more than 60’ wide.
d. A new addition should be constructed in such a manner that if the addition were to be removed in the
future, the essential form and integrity of the original structure would be unimpaired.
e. Additions should follow the guidelines for new construction.
Connections should, as much as possible, use existing window and door openings rather than remove
significant amounts of rear wall material.
119 Bowling Avenue Metro Historic Zoning Commission, May 20, 2015 7
Background: 119 Bowling Avenue is a one and one-half story Craftsman house, with a
side gabled roof and a full-width front porch. The house was built circa 1925, and
contributes to the historic character of the area because of its age and architectural style.
Analysis and Findings: The applicant proposes to enlarge the house with a rear addition
that includes an attached basement-level garage.
Height & Scale:
The addition will tie into the rear slope of the existing roof six inches (6”) below the
ridge, and extend out to the rear with a rear-facing gable. The floor height and eaves of
the addition will align with their counterparts on the original structure, and a portion of an
original lower eave at the rear will be retained. The walls of the addition will sit in two
feet (2’) from the sides of the existing house, extending back four feet (4’) before
stepping out to match the original width. After this stepped-in section the addition will
extend back another twenty feet (20’). Lastly, a nine-foot (9’) deep screened porch will
be at the very rear of the addition. Including the rear porch, at thirty-three feet (33’) the
depth of the addition is roughly half the depth of the original structure. Staff finds the
height and scale of the addition to be compatible with the historic house and to meet
sections II.B.2.a and II.B.2.e of the design guidelines.
Location & Removability:
With the addition distinguished from the existing structure by the stepped-in walls and
then matching the width of the house, and with the new roof sitting six inches (6”) below
the existing ridge, the addition will not have a negative or irreversible impact on the form
and character of the original structure. Staff finds the addition to meet sections II.B.2.a
and II.B.2.d of the design guidelines.
Design:
The addition will have a rear-facing gabled roof, a form that is compatible with the side-
gabled roof of the existing building. Both sides of the new gable will have shed dormers,
stepped back two feet (2’) from the first-story walls below, as is typical of historic
dormers. The proportion and rhythm of windows will be compatible with the existing
building as well. Staff finds that the project meets section II.B.2.a and e.
Setback:
The addition will meet all setback requirements. The project meets section II.B.1.c
Materials:
The siding on the existing structure will be replaced with smooth-faced cement-
fiberboard, matching the exposure profile of the existing siding. No other changes to the
historic house’s materials were indicated on the drawings. Although removal of the
siding, windows, and roof on an historic house simultaneously is tantamount to
demolition, the replacement of a single item is not prohibited in a Neighborhood
Conservation Zoning Overlay.
119 Bowling Avenue Metro Historic Zoning Commission, May 20, 2015 8
The addition will be clad in smooth-faced cement fiberboard with a reveal matching that
of the historic house with matching cement-fiberboard trim. The foundation of the
addition will be split-faced concrete block, and the roof will be architectural fiberglass
shingles matching the color of the existing roof. There will be a brick veneered chimney
on the left side of the addition. The rear porch and stairs will be wood, and the windows
and doors of the addition will be wood or composite. Staff asks to approve the final
window and door selections prior to purchase and installation. The project meets section
II.B.1.d
Proportion and Rhythm of Openings:
No changes to the window and door openings on the existing house were indicated on the
plans. The windows on the proposed addition are all generally twice as tall as they are
wide, thereby meeting the historic proportions of openings. There are no large expanses
of wall space without a window or door opening. Staff finds the project’s proportion and
rhythm of openings to meet Section II.B.1.g.
Appurtenances & Utilities: No changes to the site’s appurtenances were indicated on the
drawings. The location of the HVAC and other utilities was also not noted. Staff asks
that the HVAC be located on the rear façade, or on a side façade beyond the midpoint of
the house. Meeting this condition, staff finds that the project meets section II.B.1.i.
Outbuildings: The proposal also includes a basement-level attached garage below the
addition, accessed from the alley to the rear. In this location, an attached garage is
compatible with the location of historic garages. In the past, the Commission has found
attached garages to be appropriate if they are full at the basement level and accessed from
the rear, as this one is. Staff finds that the project meets section II.B.1.h of the design
guidelines.
Recommendation: Staff recommends approval of the proposed addition, with the
condition that staff approves the final selection of windows and doors, finding the
proposal to meet the design guidelines for additions in the Richland-West End
Neighborhood Conservation Zoning Overlay.
119 Bowling Avenue Metro Historic Zoning Commission, May 20, 2015 9
119 Bowling Avenue, front.
119 Bowling Avenue, right.
119 Bowling Avenue Metro Historic Zoning Commission, May 20, 2015 10
119 Bowling Avenue, rear.
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SITE PLAN
Add
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ence
15-035
DATE: 5/5/15
W8
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W88' by5'-10"
W12'-8" by3'-8"
W22'-8" by3'-8"
W3
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W4
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W32'-8" by5'-4"
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W22'-8" by5'-4"
W32'-8" by5'-4"
W42'-8" by5'-4"
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3 1/
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2931
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7204
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PHONE:W335-0732H298-1508
REVISION
PROJECT NO:
COPYRIGHT 2007QUIRK DESIGNS
SHEET 2
A1
/CA
DD
FIL
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/Wor
k 20
15/m
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7 bo
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Bon
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119
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TN 3
7205
1ST FLOOR PLAN
Add
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to R
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ence
15-035
DATE: 5/5/15
W8
5'-9
" by
5'-4
"W
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D38
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W12'-8" by3'-8"
W88' by5'-10"
W12'-8" by3'-8"
W22'-8" by3'-8"
W3
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W4
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D35
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D34
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W32'-8" by5'-4"
W42'-8" by5'-4"
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W22'-8" by5'-4"
W32'-8" by5'-4"
W42'-8" by5'-4"
W22'-8" by3'-8"
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3 1/
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3 1/
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3 1/
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-2 1
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3 1/
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3 1/2"47'-5"3 1/2"21'-1"3 1/2"
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3 1/
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3 1/
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NG
HO
USE
NEW
AD
DIT
ION
dn 1
6"3
r @
5.3
3"2
t @ 1
1"
up
ref
Stud
y
clos
et
pant
ry
Livi
ng R
m/F
oyer
stac
kw
/d
bar
54053
8
536
534
Addition 1st flr
4A
: 967
.66
sq ft
1st flr existing
5A
: 1,4
21.4
2 sq
ft
3 A7
3 A7
4 A7
4 A7
3 1/
2"14
'-11
1/2"
3 1/
2"3'
-8"
3 1/
2"1'
-6"
4'-1
"3'
-0"
5'-6
"3
1/2"
D35
4' b
y8'
SC
ALE
: 1"
= 1
0'1
1ST
FLO
OR
PLA
N
NOTE TO CONTRACTOR & OWNER:THIS PROJECT WILL BE INSPECTED BYMETRO HISTORICAL (MHC).CHANGES THAT AFFECT THE ELEVATIONSOR SECTIONS IN ANY WAY SHALL NOT BE MADE,UNLESS APPROVED BY ARCHITECT AND MHC.
2931
BE
RR
Y H
ILL
DR
IVE
SU
ITE
200
NA
SH
VIL
LE, T
N 3
7204
Pho
ne: (
615)
269
-924
8 Fa
x: (6
15) 6
27-1
298
emai
l: qu
irkde
sign
s@co
mca
st.n
etQ
UIR
K D
ES
IGN
S
PHONE:W335-0732H298-1508
REVISION
PROJECT NO:
COPYRIGHT 2007QUIRK DESIGNS
SHEET 3
A2
/CA
DD
FIL
ES
/Wor
k 20
15/m
itche
ll 11
7 bo
wlin
g 15
-035
/117
c.p
ln
Bon
nie
Mitc
hell
119
Bow
ling
Ave
Nas
hvill
e, ,
TN 3
7205
2ND FLR PLAN
Add
ition
to R
esid
ence
15-035
DATE: 5/5/15
W22
3'-4
" by
2'W
222'
-8" b
y2'
W23
2'-8
" by
2'
W25
8' b
y4'
W22'-9" by4'-3"
W22'-9" by4'-3"
W223' by2'
W223' by2'
W22'-9" by4'-3"
W248' by4'-6"
D33
2'-4
" by
6'-8
"
D332'-8" by6'-8"
D33
2'-4
" by
6'-8
"D33
2'-4" by6'D332'-4" by6'-8"
D332'-4" by6'-8"
D332'-8" by6'-8"
D33
2'-4
" by
6'-8
"
D332'-8" by6'-8"
D332'-8" by5'-6"
D33
2'-8
" by
6'-8
"
2 A72 A7
#Drg
ID#L
ayID
#Drg
ID#L
ayID
#Drg
ID#L
ayID
1 A7
A7
#Drg
ID#L
ayID
#Drg
ID#L
ayID
3 1/
2"14
'-1 1
/2"
3 1/
2"
3 1/2"38'-0"
12'-2
"9'
-3"
12'-2
"
41'-7 1/2"
3 1/2"8'-2"12'-1"
4'-10 1/2"
3 1/
2"14
'-11
1/2"
3 1/2"20'-5"3 1/2"6'-11 1/2"3 1/2"5'-4 1/2"
3 1/2"11'-6"3 1/2"13'-0"3 1/2"
3 1/
2"10
'-10"
3 1/
2"3'
-7"
3 1/2"14'-2"3'-11 1/2"17'-3 1/2"3 1/2"2'-0"3 1/2"
3 1/
2"13
'-6"
3 1/
2"8'
-9 1
/2"
3 1/
2"
3 1/
2"27
'-7 1
/2"
5'-8
"3
1/2"
10'-1
"3
1/2"
7'-1
1 1/
2"3
1/2"
3'-9
1/2
"3
1/2"
10'-1
0"
2'-0
"
3 A7
4 A7
86"
HIG
H W
ALL
58" H
IGH
WA
LL
36" h
igh
wal
lw
/woo
d ca
p7' h
igh
wal
l
slop
ed c
lg
58" H
IGH
WA
LL
5' W
ALL
58" H
IGH
WA
LL
flush
rafte
r sup
port
beam
(new
)
PLAY
RM
dn
ATTI
C3/
4" P
LYW
D F
LR
bedr
m 3
bedr
m 4
clos
4
Bed
rm 2
Clo
s 3
bath
2
clos
2
clos
3
bath
3
bath
4
PLAY
RM
Laun
dry
rm
attic
2nd flr
5A
: 1,5
51.6
9 sq
ft
D332'-4" by6'-8"
SC
ALE
: 1/8
" =
1
'-0"
12N
D F
LR P
LAN
2931
BE
RR
Y H
ILL
DR
IVE
SU
ITE
200
NA
SH
VIL
LE, T
N 3
7204
Pho
ne: (
615)
269
-924
8 Fa
x: (6
15) 6
27-1
298
emai
l: qu
irkde
sign
s@co
mca
st.n
etQ
UIR
K D
ES
IGN
S
PHONE:W335-0732H298-1508
REVISION
PROJECT NO:
COPYRIGHT 2007QUIRK DESIGNS
SHEET 4
A3
/CA
DD
FIL
ES
/Wor
k 20
15/m
itche
ll 11
7 bo
wlin
g 15
-035
/117
c.p
ln
Bon
nie
Mitc
hell
119
Bow
ling
Ave
Nas
hvill
e, ,
TN 3
7205
ROOF PLAN
Add
ition
to R
esid
ence
15-035
DATE: 5/5/15
2 A72 A7
#Drg
ID#L
ayID
#Drg
ID#L
ayID
#Drg
ID#L
ayID
#Drg
ID#L
ayID
1 A7
1 A7
#Drg
ID#L
ayID
#Drg
ID#L
ayID
3 A7
3 A7
4 A7
4 A7
EX
ISTI
NG
RO
OFS
TO
RE
MA
IN
EXIS
TIN
G H
OU
SE
NEW
AD
DIT
ION
3/12
6.5/
126.
5/12
1/12
mem
bran
ero
ofing
1/12
mem
bran
ero
ofing
6.75
/12
6.75
/12
6.75
/12
SC
ALE
: 1"
= 1
0'1
RO
OF
PLA
N
2931
BE
RR
Y H
ILL
DR
IVE
SU
ITE
200
NA
SH
VIL
LE, T
N 3
7204
Pho
ne: (
615)
269
-924
8 Fa
x: (6
15) 6
27-1
298
emai
l: qu
irkde
sign
s@co
mca
st.n
etQ
UIR
K D
ES
IGN
S
PHONE:W335-0732H298-1508
REVISION
PROJECT NO:
COPYRIGHT 2007QUIRK DESIGNS
SHEET 5
A4
/CA
DD
FIL
ES
/Wor
k 20
15/m
itche
ll 11
7 bo
wlin
g 15
-035
/117
c.p
ln
Bon
nie
Mitc
hell
119
Bow
ling
Ave
Nas
hvill
e, ,
TN 3
7205
BASEMENT PLAN
Add
ition
to R
esid
ence
15-035
DATE: 5/5/15
D363' by8'
D38
18' b
y8'
D38
9' b
y8'
D373' by7'
D38
3' b
y7'
D363' by7'
D37
3' b
y7'
2'-0
"29
'-10
1/2"
2'-0
"
58'-2"3'-11 1/2"16'-7 1/2"3'-0"
49'-5 1/2"8'-9"
33'-2
1/2
"8"
57'-1"1'-1 1/2"20'-7"
33'-1
0 1/
2"
33'-1
0 1/
2"
33'-2
1/2
"8"
58'-2"
2'-0
"
19'-2
"3
1/2"
5'-9
"3
1/2"
8'-4
1/2
"
5'-2"
2 A72 A7
#Drg
ID#L
ayID
#Drg
ID#L
ayID
dem
o fir
epla
ce fo
unda
tion
up
stor
age/
mec
h
wh
hvac
1st
flr
slop
e flr
1.5
"
4" c
onc
slab
w/W
WM
rei
nfov
er 6
mil
vapo
r ba
rrie
r &
4" s
tone
bas
e
4" c
onc
slab
w/W
WM
rei
nfov
er 6
mil
vapo
r ba
rrie
r &
4" s
tone
bas
e
3 C
AR
GA
RA
GE
stor
age/
mec
h#D
rgID
#Lay
ID#D
rgID
#Lay
ID
1 A7
1 A7
#Drg
ID#L
ayID
#Drg
ID#L
ayID
3 A7
4 A7
4 A7
SC
ALE
: 1"
= 1
0'1
BS
MT/
FDN
PLA
N
2931
BE
RR
Y H
ILL
DR
IVE
SU
ITE
200
NA
SH
VIL
LE, T
N 3
7204
Pho
ne: (
615)
269
-924
8 Fa
x: (6
15) 6
27-1
298
emai
l: qu
irkde
sign
s@co
mca
st.n
etQ
UIR
K D
ES
IGN
S
PHONE:W335-0732H298-1508
REVISION
PROJECT NO:
COPYRIGHT 2007QUIRK DESIGNS
SHEET 6
A5
/CA
DD
FIL
ES
/Wor
k 20
15/m
itche
ll 11
7 bo
wlin
g 15
-035
/117
c.p
ln
Bon
nie
Mitc
hell
119
Bow
ling
Ave
Nas
hvill
e, ,
TN 3
7205
ELEVATIONS
Add
ition
to R
esid
ence
15-035
DATE: 5/5/15
10'-0
"
9'-4
"23
'-2 1
/2"
csmt csmt
SCALE: 1" = 10'1 FRONT ELEVATION
SCALE: 1" = 10'2 REAR ELEVATION
SEE A6 FOR MATERIALS NOTES
NOTE TO CONTRACTOR & OWNER:THIS PROJECT WILL BE INSPECTED BYMETRO HISTORICAL (MHC).CHANGES THAT AFFECT THE ELEVATIONSOR SECTIONS IN ANY WAY SHALL NOT BE MADE,UNLESS APPROVED BY ARCHITECT AND MHC.
2931
BE
RR
Y H
ILL
DR
IVE
SU
ITE
200
NA
SH
VIL
LE, T
N 3
7204
Pho
ne: (
615)
269
-924
8 Fa
x: (6
15) 6
27-1
298
emai
l: qu
irkde
sign
s@co
mca
st.n
etQ
UIR
K D
ES
IGN
S
PHONE:W335-0732H298-1508
REVISION
PROJECT NO:
COPYRIGHT 2007QUIRK DESIGNS
SHEET 7
A6
/CA
DD
FIL
ES
/Wor
k 20
15/m
itche
ll 11
7 bo
wlin
g 15
-035
/117
c.p
ln
Bon
nie
Mitc
hell
119
Bow
ling
Ave
Nas
hvill
e, ,
TN 3
7205
SIDE ELEVATIONS
Add
ition
to R
esid
ence
15-035
DATE: 5/5/15
24'-0
1/2
"
SCREENED OPNGS
8" SQ WD COLS
5/4X4" CORNERBOARDS
NEW ADDITION
EXISTING
csmt csmt
DIMENSIONAL FIBERGLASS SHINGLESHARDIPLANK SIDING, SMOOTH FACE, 5" EXPOSUREWOOD OR COMPOSITE WDWS, 4" FLAT CASINGSPLIT FACE BLOCK FOUNDATIONTHIN BRICK VENEER CHIMNEYEXISTING SIDING TO BE REPLACED WITH NEW SMOOTHFACE HARDIPLANK, 3" EXPOSURE TO MATCH EXISTING
11'-4
"
6'-1
1"1'
-6"
7'-1
1"4'
-11"
4'-7
"1'
-0"
2'-9
"
7'-1
1"
1X10 TRIM W/DRIP CAP
bottom of rafter tails
NEW ADDITIONEXISTING
SCALE: 1" = 10'1 LEFT ELEVATION
SCALE: 1" = 10'2 RIGHT ELEVATION
NOTE TO CONTRACTOR & OWNER:THIS PROJECT WILL BE INSPECTED BYMETRO HISTORICAL (MHC).CHANGES THAT AFFECT THEELEVATIONS OR SECTIONS IN ANYWAY SHALL NOT BE MADE, UNLESSAPPROVED BY ARCHITECT AND MHC.