october 16, 2013 application: district: lockeland springs-east … · 2013. 10. 10. · 1701...
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1701 Russell Street Metro Historic Zoning Commission, October 16, 2013 1
STAFF RECOMMENDATION
1701 Russell Street
October 16, 2013
Application: New construction – outbuilding
District: Lockeland Springs-East End Neighborhood Conservation Zoning Overlay
Council District: 06
Map and Parcel Number: 08314006200
Applicant: David Baird, Architect
Project Lead: Melissa Baldock, [email protected]
Description of Project: The applicant proposes to construct a new
two-story outbuilding.
Recommendation Summary: Staff recommends approval of the
outbuilding with the following conditions:
1. Staff approve the asphalt shingle color and the windows and
doors.
2. The curb cut be single-lane and expand to double width
inside the lot, if the site permits.
With these conditions, staff finds that the outbuilding meets Section
II.B. of the Lockeland Springs-East End Neighborhood
Conservation Zoning Overlay: Handbook and Design Guidelines.
Attachments
A: Site Plan
B: Elevations
1701 Russell Street Metro Historic Zoning Commission, October 16, 2013 2
Vicinity Map:
Aerial Map:
1701 Russell Street Metro Historic Zoning Commission, October 16, 2013 3
Applicable Design Guidelines:
II.B. New Construction
8. Outbuildings
a. Garages and storage buildings should reflect the character of the existing house and surrounding
buildings and should be compatible in terms of height, scale, roof shape, materials, texture, and details.
Historically, outbuildings were either very utilitarian in character, or (particularly with more extravagant
houses) they repeated the roof forms and architectural details of the houses to which they related.
Generally, either approach is appropriate for new outbuildings.
Outbuildings: Roof
Generally, the eaves and roof ridge of any new accessory structure should not be higher than those of the
existing house.
Roof slopes on simple, utilitarian buildings do not have to match the roof slopes of the main structure, but
must maintain at least a 4/12 pitch.
The front face of any street-facing dormer should sit back at least 2' from the wall of the floor below.
Outbuildings: Windows and Doors
Publicly visible windows should be appropriate to the style of the house.
Double-hung windows are generally twice as tall as they are wide and of the single-light sash variety.
Publicly visible pedestrian doors must either be appropriate for the style of house to which the outbuilding
relates or be flat with no panels.
Metal overhead doors are acceptable on garages when they are simple and devoid of overly decorative
elements typical on high-style wooden doors.
For street-facing facades, garages with more than one-bay should have multiple single doors rather than
one large door to accommodate more than one bay.
Decorative raised panels on publicly visible garage doors are generally not appropriate.
Outbuildings: Siding and Trim
Brick, weatherboard, and board-and-batten are typical siding materials. Outbuildings with weatherboard
siding typically have wide cornerboards and window and door casings (trim).
Exterior siding may match the existing contributing building’s original siding; otherwise, siding should be
wood or smooth cement-fiberboard lap siding with a maximum exposure of five inches (5"), wood or
smooth cement-fiberboard board-and-batten or masonry.
Four inch (4" nominal) corner-boards are required at the face of each exposed corner.
Stud wall lumber and embossed wood grain are prohibited.
Four inch (4" nominal) casings are required around doors, windows, and vents within clapboard walls.
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 clad buildings.
b. Garages, if visible from the street, should be situated on the lot as historically traditional for the
neighborhood.
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.
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
1701 Russell Street Metro Historic Zoning Commission, October 16, 2013 4
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.
c. The location and design of outbuildings should not be visually disruptive to the character of the
surrounding buildings.
9. Appurtenances
Appurtenances related to new buildings, including driveways, sidewalks, lighting, fences, and walls, shall
be visually compatible with the environment of the existing buildings and sites to which they relate.
Background: 1701 Russell Street is located at the corner of South 17th
Street and Russell
Street. It is infill construction approved by the Commission in 2010. (Figure 1).
Figure 1. 1701 Russell Street
Analysis and Findings:
Setback & Orientation: The garage will be located in the rear of the property and will
meet all base zoning requirements for setbacks. It will be five feet (5’) from the rear
property line, three feet (3’) from the side property line, and approximately twenty-five
feet (25’) from the 17th
Street property line. The site does not have alley access. The
garage will therefore be accessed via a new curb cut on 17th
Street, toward the back of the
property (Figure 2). The garage doors will face 17th
Street with two separate garage
doors for each vehicular bay. Staff finds that the outbuilding’s setbacks and orientation
meet Sections II.B.3., II.B.6., and II.B.8. of the Lockeland Springs-East End
Neighborhood Conservation Zoning Overlay: Handbook and Design Guidelines.
Figure 2. Rear yard of 1701 Russell Street. The garage will be access via a new curb cut on 17
th Street.
1701 Russell Street Metro Historic Zoning Commission, October 16, 2013 5
Height Scale: The primary structure on the lot is two stories, with an eave height of
approximately twenty-two feet (22’) and a ridge height of approximately thirty feet (30’).
It has a foot print of approximately one thousand, seven hundred and fifty square feet
(1750 sq. ft.). The proposed two-story accessory structure will be subordinate to the
primary structure in height and scale. It will have an eave height of approximately
fourteen feet (14’), and a ridge height of approximately twenty-three feet, seven inches
(23’7”). It will be approximately six feet, seven inches (6’7”) lower in height than the
primary structure. The outbuilding will be twenty-two feet (22’) wide and twenty-six feet
(26’) deep, and will have a footprint of five hundred and seventy-two square feet (572 sq.
ft.). Staff finds the height and scale of the proposed new outbuilding to meet Sections
II.B.1., II.B.2., and II.B.8. of the Lockeland Springs-East End Neighborhood
Conservation Zoning Overlay: Handbook and Design Guidelines.
Materials: The exterior materials will be smooth-faced cement-fiber siding with a four
inch (4”) exposure, cement-fiber board and battens, and cement fiber and wood trim. The
roof will be shingle. Staff asks that it match the shingle color of the house or be
approved by staff. The foundation, where above grade, will be split face concrete block.
The windows will be insulated wood and glass windows, and the pedestrian door will be
metal. The vehicular door will also be metal with a simple panel pattern. Staff asks to
review all windows and doors prior to purchase and installation. The stoop steps and
landing will be wood. Staff finds that with the staff’s final approval of the shingle color
and all windows and doors, the outbuilding’s materials meet Section II.B.4. and II.B.8. of
the Lockeland Springs-East End Neighborhood Conservation Zoning Overlay: Handbook
and Design Guidelines.
Roofs: The existing house on the site has a hipped roof form with a slope of
approximately 7/12. The primary roof of the outbuilding is a gable facing 17th
Street
with a slope of approximately 9/12. The outbuilding will have shed dormers that face the
rear property line and the interior of the lot. The dormers will be set back two feet (2’)
from the wall below, and will have shed roofs with a slope of 3/12. Staff finds that the
proposed roof form for the outbuilding is compatible with the primary structure and with
other outbuildings within the Lockeland Springs district. Staff therefore finds that the
roof forms meet Sections II.B.5. and II.B.8. of the Lockeland Springs-East End
Neighborhood Conservation Zoning Overlay: Handbook and Design Guidelines.
Proportion and Rhythm of Openings: The two garage bays are separated so that there are
two separate openings, which is appropriate for a street-facing garage. The other window
and door openings are appropriate for an outbuilding. Staff finds the proportion and
rhythm of openings to meet Sections II.B.7. and II.B.8. of the Lockeland Springs-East
End Neighborhood Conservation Zoning Overlay: Handbook and Design Guidelines.
Appurtenances: The applicant is proposing the installation of a double-width curb cut
towards the back of the lot. Since the site lacks alley access, staff finds a curb cut to be
appropriate. However, staff asks that the applicant create a single-lane curb cut and that
the driveway expand to double width inside the lot, if the site permits. In addition, if the
1701 Russell Street Metro Historic Zoning Commission, October 16, 2013 6
location of the curb cut is not approved by Public Works, the applicant must return to the
Commission for approval of an alternate plan.
Recommendation Summary: Staff recommends approval of the outbuilding with the
following conditions:
1. Staff approve the asphalt shingle color and the windows and doors.
2. The curb cut be single-lane and expand to double width inside the lot, if the site
permits.
With these conditions, staff finds that the outbuilding meets Section II.B. of the
Lockeland Springs-East End Neighborhood Conservation Zoning Overlay: Handbook
and Design Guidelines.
DN
EXISTING HOUSE1701 RUSSEL ST.
BUILDING COVERAGE 2,060 S.F.
DECK
FRONT PORCH
NEW ACCESSORYBUILDING COVERAGE
1,042 S.F.
PROPERTY LINE
PROPERTY LINE
PRO
PER
TY L
INE
PRO
PER
TY L
INE
5.0' 22.0'
26.0
'3.
0' 3' GARAGE SETBACK LINE
5' M.B.S.L.
5' M
.B.S
.L.
NEW DRIVEWAY
18.0'
NEW CURB CUT
RUSSEL STREET
17TH STREET
SIDEWALK
EDGE OF PAVEMENT
SID
EWAL
K
2.0'
10' M.B.S.L.
FRO
NT
YAR
D S
ETBA
CK
LIN
E
EXISTING HOUSE RIDGE HEIGHT
EXISTING HOUSE EAVE HEIGHT
ACCESSORY BUILDING EAVE HEIGHT
ACCESSORY BUILDING RIDGE HEIGHT
14' -
0"
23' -
7"
6' -
7"
9' -
1"
PRO
PER
TY L
INE
PRO
PER
TY L
INE
EXISTING 2 STORY HOUSE49'-9" +/-NEW ACCESSORY BLDG5' - 0"
Date:
5007 Wyoming AvenueNashville, TN 37209
T 615-585-9410
BUILDING IDEAS, LLC
Project Number:
David Baird, ArchitectNCARB, LEED-AP
Architecture Design Planning
Project Phase:
A0.01H
SITE PLAN
1701
1701 Russel St.Accessory Building
9/19/2013
1701 RUSSEL ST.NASHVILLE, TN 37076
MHZC PROGRESS SET
REVISIONSNUM. DESCRIPTION DATE
SITE PLAN11" = 20'-0"
0 10' 20' 40'
SITE SECTION21" = 20'-0"
0 10' 20' 40'
PROJECT DATAADDRESS: 1701 RUSSEL ST., NASHVILLE, TN 37206
ZONING INFORMATION:ZONE R-6MAX. HEIGHT - 3-STORIESACTUAL HEIGHT - 1.5-STORIES
PARCEL INFORMATION:PARCEL 0831406200 , MAPINSTR.6TH COUNCILMAN DISTRICTNASHVILLE - DAVIDSON COUNTY - TENNESSEE
TOTAL LOT AREA:
NEW ACCESSORY BUILDING:FIRST FLOOR= 572 G.S.F.SECOND FLOOR= 470 G.S.F.TOTAL AREA=1,042 G.S.F
ACCESSORY BUILDING AREA RATIO:1,042 S.F./2,060 S.F.=0.50
AREA CALCULATIONS
EXISTING HOUSE:FIRST FLOOR= 1045 S.F.SECOND FLOOR= 1015 S.F.TOTAL AREA=2060 S.F.EXTERIOR PORCHES= 583
BUILDING COVERAGE = 1628 S.F.
MHZC SHEET INDEXNUM. SHEET NAME
A0.01H SITE PLANA1.01H FLOOR PLANSA2.01H BUILDING ELEVATIONSA3.01H 3D VIEWSA3.02H 3D VIEWS
4 A2.01H2
A2.01H
3
A2.01H
1
A2.01H
22' - 0"
26' -
0"
GARAGE
DS
6' - 0" 10' - 0"
4' -
1"20
' - 1
0 1/
2"
22' - 0"
26' -
0"
DS DS
STAIR15 RISERS @ 7-5/8"14 TREADS @ 10-1/2"
FACE OF STUD
FAC
E O
F ST
UD
FACE OF STUD
FAC
E O
F ST
UD
FACE OF STUD
FAC
E O
F ST
UD
FACE OF STUD
FAC
E O
F ST
UD
100
101
SLO
PE F
LOO
R D
OW
N T
O D
OO
R
4' - 0 1/2"
4' -
10"
2' -
4"
SPLASH BLOCK TYP. AT EACHDOWNSPOUT
LINE OF ROOF & GUTTEROVERHANG
CLG
CLG
CLG
CLG
3
SLO
PE
DR
IVE
WAY
TO G
RA
DE
NEW DRIVEWAY
4'-0" X 5'-0"WOOD PORCH
& STAIRS,STAINED.VERIFY
NUMBER W/GRADE.
TO LIGHTUPSTAIRS
220
TANKLESSWATER HEATER
USE SPRAY FOAM INSULATIONBEHIND PLUMB. LINES
7' -
4"5'
- 8"
5' -
10"
101
100
WPGFI
WP
GFI
WP
GFI
2X6 PLUMB WALL W/ 1 HRFIRE RATED ASSEMBLY
SETBACK LINE
SET
BAC
KLI
NE
GARAGE CONTROLPANEL
5' - 0"
3' -
0"
PROPERTY LINE
PR
OPE
RTY
LIN
E
HVAC UNITCONDENSOR
UP
OVERHEAD GARAGEDOOR OPENER
6' - 0"
OVERHEADGARAGE DOOR
OPENER
102
4'-0" X 5'-0"CONC. PAD
3
CP
CP
3
24 A2.01H
A2.01H
3
A2.01H
1
A2.01H
22' - 0"
26' -
0"
26' -
0"
22' - 0"
3' - 11" 4' - 2" 5' - 10" 4' - 2" 3' - 11"
5' -
0"4'
- 1"
11' - 1"10' - 0 1/2"
STAIR
BATH
15 RISERS @ 7-5/8"14 TREADS @ 10-1/2"
203202201200
201
2X6 PLUMB WALL W/ 1 HRFIRE RATED ASSEMBLY
6' - 6"3' - 0 1/2"
DS
FACE OF STUD
DS DS
FACE OF STUD
FACE OF STUD FACE OF STUD
FAC
E O
FST
UD
FAC
E O
FST
UD
FAC
E O
F ST
UD
FAC
E O
F ST
UD
LINE OF ROOF & GUTTER OVERHANG
EFLIGHT
3
GFI
TO LIGHTDOWNSTAIRSDN
15' -
7"
21' - 5"
9' - 0" 4' - 0" 9' - 0"207208
200
ROOFBELOW
PT WOOD TRELLIS & BRACKTSBELOW, STAINED.
PROPOSED LOCATION OFDUCTLESS HVAC UNIT MOUNTED
HIGH ON WALL
LINE OF 7'-0" CLG LINE OF 7'-0" CLG
LINE OF 7'-0"CLG
6' - 10 1/2"
20' -
10
1/2"
LINE OF 10'-6" CLGLI
NE
OF
10'-6
" CLG
LIN
E O
F 10
'-6" C
LG
24
1
A2.01H2
A2.01H
3
A2.01H
1
A2.01H 4
4' -
4 1/
2"17
' - 3
"4'
- 4
1/2"
2' -
11 1
/2"
5' -
8"5'
- 8"
2' -
11 1
/2"
4' -
4 1/
2"17
' - 3
"4'
- 4
1/2"
2' -
11 1
/2"
5' -
8"5'
- 8"
2' -
11 1
/2"
206
205
204209
210
211
2' - 0" 18' - 0" 2' - 0"
22' - 0"
2' - 0" 18' - 0" 2' - 0"
22' - 0"
FACE OF STUD
FAC
E O
F ST
UD
BEL
OW
FACE OF STUD
FACE OF STUD
FACE OF STUD
FAC
E O
F ST
UD
BEL
OW
FAC
E O
F ST
UD
BEL
OW
FAC
E O
F ST
UD
BEL
OW
ROOFBELOW
ROOFBELOW
DS
DS DS
24 A2.01H
A2.01H
3
A2.01H
1
A2.01H3" / 12"
6" / 12"
ASPHALT SHINGLEROOFING
PRE-FINISHED MTL.GUTTER & DOWNSPOUTS
NOTE: CONTRACTOR TOPROVIDE ROOF VENTINGAS REQ'D BY CODES.
DS
DS DS
PT WOOD TRELLIS & BRACKTSBELOW, STAINED.
TOTAL ROOF AREA: 725.00 S.F.DORMER AREA: 348.73 S.F.
TOTAL AREA PERCENTAGE:348.73 S.F. / 725.00 S.F. = 0.48
3" / 12"
9 1/8" / 12"9 1/8" / 12"
9 1/8" / 12" 9 1/8" / 12"
Date:
5007 Wyoming AvenueNashville, TN 37209
T 615-585-9410
BUILDING IDEAS, LLC
Project Number:
David Baird, ArchitectNCARB, LEED-AP
Architecture Design Planning
Project Phase:
A1.01H
FLOOR PLANS
1701
1701 Russel St.Accessory Building
9/19/2013
1701 RUSSEL ST.NASHVILLE, TN 37076
MHZC PROGRESS SET
REVISIONSNUM. DESCRIPTION DATE
FIRST FLOOR PLAN11/8" = 1'-0"
4'0 8' 16'
SECOND FLOOR PLAN21/8" = 1'-0"
4'0 8' 16'
ROOF PLAN41/8" = 1'-0"
4'0 8' 16'CLERESTORY PLAN31/8" = 1'-0"
4'0 8' 16'
FIRST FLOOR0' - 0"
SECOND FLOOR9' - 6"
EAVE HEIGHT13' - 8"
RIDGE HEIGHT23' - 3"
GRADE-0' - 4"
6" /
12"
14' -
0"
ASPHALT SHINGLE ROOFING
PRE-FINISHED MTL. GUTTER &DOWNSPOUTS
2X8 WOOD RAFTER, PTD.
LINE OF CONC. FOOTING.STRUCTURAL DESIGN BY OTHERS.
3/4" X 3-1/2" FIBER CEMENT TRIM(SMOOTH), PTD.
INSULATED MTL. DOOR, PTD.
INSULATED WOOD & GLASS WINDOW
PT 4X4 WOOD BRACKET, STAINED(MATCH EXISTING HOUSE DESIGN)
PT 2X6 WOOD, STAINED.
5-1/4" FIBER CEMENT SIDING (4"EXPSOURE) (SMOOTH), PTD.
VERIFY GRADE
PT 4X4 WOOD BRACKET, STAINED(MATCH EXISTING HOUSE DESIGN)
PT 2X6 WOOD, STAINED.
WALL MTD. LIGHT
PT 4X4 WOOD BRACKET, PTD. (MATCHEXISTING HOUSE DESIGN)
2X8 WOOD RAFTER, PTD.
ASPHALT SHINGLE ROOFING
CONC. PORCH
PRE-FINISHED MTL. RAIN DIVERTER
8" CMU-SPLIT FACE WHERE ABOVEGRADE
PT 4X6 WOOD, STAINED.
5/4" X 3/4" FIBER CEMENT TRIM(SMOOTH), PTD.
3/4" X 11-1/4" FIBER CEMENT TRIM(SMOOTH), PTD.
PT WOOD PORCH & STAIR, STAINED.VERIFY NUMBER W/ GRADE
COMPOSITE SIDING PANEL (SMOOTH),PTD.
3/4" X 1-1/2" FIBER CEMENTBATTENS (SMOOTH), PTD.
3/4" X 3-1/2" FIBER CEMENTTRIM (SMOOTH), PTD.
FIRST FLOOR0' - 0"
SECOND FLOOR9' - 6"
EAVE HEIGHT13' - 8"
RIDGE HEIGHT23' - 3"
GRADE-0' - 4"
9 1/8" / 12"
9 1/8" / 12"
6" / 12"
14' -
0"
ASPHALT SHINGLE ROOFING
PRE-FINISHED MTL. GUTTER &DOWNSPOUT
3/4" X 1-1/2" FIBER CEMENTBATTENS (SMOOTH), PTD.
LINE OF CONC. FOOTING.STRUCTURAL DESIGN BY OTHERS.
5/4" X 3/4" FIBER CEMENT TRIM(SMOOTH), PTD.
3/4" X 11-1/4" FIBER CEMENT TRIM(SMOOTH), PTD.
5-1/4" FIBER CEMENT SIDING(4" EXPSOURE) (SMOOTH), PTD.
2X8 WOOD RAFTER, PTD.
3/4" X 3-1/2" FIBER CEMENT TRIM(SMOOTH), PTD.
COMPOSITE SIDING PANEL (SMOOTH),PTD.
5/4" X 3/4" FIBER CEMENT TRIM (SMOOTH),PTD.
3/4" X 7-1/4" FIBER CEMENT TRIM(SMOOTH), PTD.
VERIFY GRADE
3/4" X 5-1/2" FIBER CEMENT TRIM(SMOOTH), PTD.
INSULATED WOOD & GLASSWINDOW
ASPHALT SHINGLE ROOFING
2X8 WOOD RAFTER, PTD.
PT 4X4 WOOD BRACKET,PTD. (MATCH EXISTING
HOUSE DESIGN)
PRE-FINISHED MTL. RAINDIVERTER
WATER HEATER EXHAUSTVENT
8" CMU-SPLIT FACE WHERE ABOVEGRADE
PT WOOD PORCH & STAIRS, STAINED.VERIFY NUMBER W/ GRADE
3" / 12" 3" / 12"
FIRST FLOOR0' - 0"
SECOND FLOOR9' - 6"
EAVE HEIGHT13' - 8"
RIDGE HEIGHT23' - 3"
GRADE-0' - 4"
9 1/8" / 12"
9 1/8" / 12"
6" / 12"
14' -
0"
ASPHALT SHINGLE ROOFING
PRE-FINISHED MTL. GUTTER &DOWNSPOUT
PT 4X4 WOOD BRACKET, STAINED(MATCH EXISTING HOUSE DESIGN
3/4" X 1-1/2" FIBER CEMENTBATTENS (SMOOTH), PTD.
LINE OF CONC. FOOTING.STRUCTURAL DESIGN BY OTHERS.
5/4" X 3/4" FIBER CEMENT TRIM(SMOOTH), PTD.
3/4" X 11-1/4" FIBER CEMENT TRIM(SMOOTH), PTD.
5-1/4" FIBER CEMENT SIDING (4"EXPSOURE) (SMOOTH), PTD.
PT 2X6 WOOD, STAINED
2X8 WOOD RAFTER, PTD.
3/4" X 3-1/2" FIBER CEMENT TRIM(SMOOTH), PTD.
COMPOSITE SIDING PANEL (SMOOTH),PTD.
PT 2X6 WOOD, STAINED
5/4" X 3/4" FIBER CEMENT TRIM (SMOOTH),PTD.3/4" X 7-1/4" FIBER CEMENT TRIM(SMOOTH), PTD.
DECORATIVE INSULATED MTL. GARAGEDOOR, PTD.
VERIFY GRADE
3/4" X 5-1/2" FIBER CEMENT TRIM(SMOOTH), PTD.
INSULATED WOOD & GLASS WINDOW
ASPHALT SHINGLE ROOFING
2X8 WOOD RAFTER, PTD.
PT 4X4 WOOD BRACKET, PTD. (MATCHEXISTING HOUSE DESIGN)
PRE-FINISHED MTL. RAINDIVERTER
WALL MOUNTED LIGHT
8" CMU-SPLT FACE WHERE ABOVEGRADE
NEW DRIVEWAY
PT 4X6 WOOD, STAINED
PT 4X4 WOOD BRACKET, STAINED(MATCH EXISTING HOUSE DESIGN
3" / 12"3" / 12"
FIRST FLOOR0' - 0"
SECOND FLOOR9' - 6"
EAVE HEIGHT13' - 8"
RIDGE HEIGHT23' - 3"
GRADE-0' - 4"
14' -
0"
ASPHALT SHINGLE ROOFING
PRE-FINISHED MTL. GUTTER &DOWNSPOUTS
2X8 WOOD RAFTER, PTD.
LINE OF CONC. FOOTING.STRUCTURAL DESIGN BY OTHERS.
5/4" X 3/4" FIBER CEMENT TRIM(SMOOTH), PTD.
3/4" X 11-1/4" FIBER CEMENT TRIM(SMOOTH), PTD.
3/4" X 3-1/2" FIBER CEMENT TRIM(SMOOTH), PTD.
INSULATED WOOD & GLASS WINDOW
PT 4X4 WOOD BRACKET, STAINED.(MATCH EXISTING HOUSE DESIGN)
PT 2X6 WOOD, STAINED5-1/4" FIBER CEMENT SIDING (4"
EXPSOURE) (SMOOTH), PTD.
VERIFY GRADE
PT 4X4 WOOD BRACKET, STAINED (MATCHEXISTING HOUSE DESIGN)
PT 2X6 WOOD, STAINED
8" CMU-SPLIT FACE WHERE ABOVEGRADE
PT 4X6 WOOD, STAINED
COMPOSITE SIDING PANEL (SMOOTH),PTD.
3/4" X 1-1/2" FIBER CEMENTBATTENS (SMOOTH), PTD.
3/4" X 3-1/2" FIBER CEMENTTRIM (SMOOTH), PTD.
9 1/
8" /
12"
9 1/
8" /
12"
3" /
12"
Date:
5007 Wyoming AvenueNashville, TN 37209
T 615-585-9410
BUILDING IDEAS, LLC
Project Number:
David Baird, ArchitectNCARB, LEED-AP
Architecture Design Planning
Project Phase:
A2.01H
BUILDING ELEVATIONS
1701
1701 Russel St.Accessory Building
9/19/2013
1701 RUSSEL ST.NASHVILLE, TN 37076
MHZC PROGRESS SET
REVISIONSNUM. DESCRIPTION DATE
EAST ELEVATION11/8" = 1'-0"
4'0 8' 16'
SOUTH ELEVATION21/8" = 1'-0"
4'0 8' 16'
WEST ELEVATION31/8" = 1'-0"
4'0 8' 16'
NORTH ELEVATION41/8" = 1'-0"
4'0 8' 16'
Date:
5007 Wyoming AvenueNashville, TN 37209
T 615-585-9410
BUILDING IDEAS, LLC
Project Number:
David Baird, ArchitectNCARB, LEED-AP
Architecture Design Planning
Project Phase:
A3.01H
3D VIEWS
1701
1701 Russel St.Accessory Building
9/19/2013
1701 RUSSEL ST.NASHVILLE, TN 37076
MHZC PROGRESS SET
REVISIONSNUM. DESCRIPTION DATE
1 3D VIEW2 3D VIEW
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Date:
5007 Wyoming AvenueNashville, TN 37209
T 615-585-9410
BUILDING IDEAS, LLC
Project Number:
David Baird, ArchitectNCARB, LEED-AP
Architecture Design Planning
Project Phase:
A3.02H
3D VIEWS
1701
1701 Russel St.Accessory Building
9/19/2013
1701 RUSSEL ST.NASHVILLE, TN 37076
MHZC PROGRESS SET
REVISIONSNUM. DESCRIPTION DATE
1 3D VIEW2 3D VIEW
3 3D VIEW4 3D VIEW