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2931
BE
RR
Y H
ILL
DR
IVE
SU
ITE
200
NA
SH
VIL
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N 3
7204
Pho
ne: (
615)
269
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8 Fa
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15) 6
27-1
298
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st.n
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ES
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REVISION
PROJECT NO:
COPYRIGHT 6/28/17QUIRK DESIGNS
T1
/CA
D F
ILE
S/W
OR
K 2
016/
Cro
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TN
372
09
TITLE SHT
Tow
nhom
es
16-033
DATE: 6/28/17
Norma Crow1002 West Trinity Lane
Nashville, TN 37209
ARCHITECT:
INDEX TO DRAWINGS:
ALLOWABLE: 45'MAXIMUM HEIGHT:STORIES: THREE
OCCUPANCY: RESIDENTIAL TOWNHOMES UNDER IRC CODE - 26 UNITSSINGLE FAMILY WITH 2 HR SEPARATION WALLS
CODES DATA
APPLICABLE CODES:
PROVIDED - 45'
QUIRK DESIGNS NASHVILLE, TENNESSEE 37204PH 615-269-9248 FAX 615-627-1298EMAIL - quirkdesigns@comcast.net
2931 BERRY HILL DRIVE SUITE 200
CONSTRUCTION: TYPE 5B, UNSPRINKLED
TOTAL AREA:A UNITS 4 X 1772 SF EACH = 7088 SFB1 1 X 2416 SFB2 1 X 2601 SFC UNITS 20 X 1766 SF EACH = 35520 SF
TOTAL = 47625 SF
SITE DESIGNDALE & ASSOC.516 HEATHER PLACENASHVILLE, TN 37204
NO ACCESSIBLE UNITS REQD. PER IBC SECTION 1107.7.2(Multi-story units, no elevators in units).
2012 International Residential Code (except Chapter 11)2012 International Plumbing Code2012 International Mechanical Code2012 International Fuel Gas Code2012 International Property Maintenance Code2012 International Fire Code2009 International Energy Conservation Code2008 National Electrical CodeICC A117.1-2009 Accessible and Usable Buildings and Facilities
SHEET INDEXID
T1AC1
NameTITLE SHTSITE PLAN - UNIT LAYOUTS
T1AC1A1A2A3A4A5A6A7A8A9A10A11A12A13A14A151
TITLE SHTSITE PLAN - UNIT LAYOUTSTYPICAL 'A' UNIT PLANB UNIT PLAN - FLRS 1, 2B UNIT FLRS 3, ROOF DECKTYPICAL C UNIT PLANFOUNDATIONS - A, CFOUNDATIONS - B,EFOUNDATION - DELEV - BLDG A, N, EELEV - BLDG A- S, WEND ELEVATIONSWDW SCHEDULESBLDG SECTIONSBLDG SECTIONSWALL SECTIONS3D VIEWS3d view
9'-1
"2'
-0"
8'-1
"2'
-0"
8'-1
"5'
-11"
44'-3
1/2
"
CLG
CLG
CLG
DIMENSIONAL SHINGLESMETAL COPINGVERTICAL METAL SIDINGSMOOTH FACE HARDIPLANK, 6" EXPOSUREEPDM ROOFING & METAL DRIP EDGEHARDIPANEL, SMOOTH FACE, PAINTEDVINYL WDWSBRICK VENEERPREFAB METAL CANOPYCULTURED STONE VENEER
ROOF CRICKET BEHIND WALL
Norma Crow1002 West Trinity Lane
Nashville, TN 37209
Townhomes
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
REVISION
PROJECT NO:
COPYRIGHT 6/28/17QUIRK DESIGNS
AC1
/CA
D F
ILE
S/W
OR
K 2
016/
Cro
w 1
002
w tr
inity
16-
0/10
02 e
flat
.pln
Nor
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w10
02 W
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rinity
Lan
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ashv
ille,
TN
372
09
SITE PLAN - UNITLAYOUTS
Tow
nhom
es
16-033
DATE: 6/28/17
Norma Crow1002 West Trinity Lane
Nashville, TN 37209
40'
25'
I.P.(N)
I.P.(N)
I.P.(N)
BLDG.
!"####$%&'&$(####)*'+####,-./0
(12'34##)
*'+#,5./0
CHARITY MISSION FOR CHRIST
BOOK 8258, PAGE 681, R.O.D.C., TN.
MAP 70-07 PARCEL 19.00
5'-15' MBSL
5'-15' MBSL
5'-15' MBSL
20' TYPE C LANDSCAPE BUFFERYARD
20' TYP
E C
LAN
DS
CA
PE
BU
FFER
YA
RD
24' Private D
rive
11' ROW DEDICATION
UNIT 1 UNIT 2 UNIT 3 UNIT 4
UN
IT 5U
NIT 6
UN
IT 7U
NIT 8
UN
IT 9U
NIT 10
UN
IT 11U
NIT 12
UN
IT 13U
NIT 14UNIT 15
UNIT 16UNIT 17
UNIT 18UNIT 19
UNIT 20
UNIT 26
UN
IT 2
1U
NIT
22
UN
IT 2
3U
NIT
24
UN
IT 2
5
8
5
(Standard D
uty Pavem
ent)
(Standard Duty Pavem
ent)
8" SS
24' Private Drive
8" SS
(Standard Duty Pavement)
24' Private Drive
8" W
Contractor to Ensure Proposed
ST-210 Sidewalk is installed around
Existing Signal Pole as shownExisting Pole to be Relocated to
Grass Strip. Contractor/Developer to
coordinate with Utility Provider
Install ADA Accessible Ramp per
MPW Standards
Install ST-324 Driveway Ramp per
MPW Standards (See Detail
this Sheet)
4' Private Sidewalk
Sawcut Existing Edge of Pavement
and Install ST-200 Curb and Gutter
per MPW Standards (See Detail
this Sheet)
Sawcut Existing Edge of Pavement
and Install ST-200 Curb and Gutter
per MPW Standards (See Detail
this Sheet)
Sawcut Existing Edge of Pavement
and Install ST-200 Curb and Gutter
per MPW Standards (See Detail
this Sheet)Install ST-324 Driveway Ramp per
MPW Standards (See Detail
this Sheet)
Install 5' Walk with 4' Grass Strip per
ST-210 Sidewalk per MPW Standards
(See Detail this Sheet)
Install 8' Walk with 6' Grass Strip per
ST-210 Sidewalk per MPW Standards
(See Detail this Sheet)
Courtyard
30' Private Drive
8" SS
8" SS8" W
Proposed Right of Way Dedication
to be Recorded prior to Building
Permit Signoff from MPW.
Existing ROW= 80', Pro ROW=102'
(11' Dedication-Half of Additional
ROW)
8" SS
8" W
8" W
8" W
8" W
8" SS
4' P
rivat
e Si
dew
alk
4' Private Sidewalk
Stormwater
Stormwater
Solid Waste Enclosure
(See Detail this Sheet)
4' Private Sidewalk
80.0' 91.0'
50.0'
24.0'
30.3'
24.0'
8.5'
18.0'
8.5'
18.0'
30.0'
Proposed Retaining Wall. Footer to
Extend below Invert of Bioretention
Area (See Sheet C4.0 for Heights)
PU
DE
PUD
E
PUDE
PUDE
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Public Works Notes
1.All work within the public right of way requires an excavation permit from the
department of public works.
2. Proof-rolling of all street subgrades is required in the presence of the public
works inspector. Inspection of the binder course is required prior to final
paving in the presence of the public works inspector. These requests are to
be made 24 hours in advance.
3. Stop signs are to be 30 inch by 30 inch.
4. Street signs to have six inch white letters on a nine inch green aluminum
blade, high intensity reflective.
5. All pavement marking are to be thermoplastic.
Sewer main 3' Min.(see plan)
(Size varies)
GRAVITY SEWER CLEANOUT DETAIL
N.T.S.
END OF LINE
IN LINE
Finished gradeat paved areas
4000 PSI concrete
at 28 daysZurn Z1450-8
2'X2'
4" min.
1"
6"
4" min.
Finished grade atunpaved areasCleanoutFinished grade at
paved areasTo match sewerpipe material
TE".4>BBH#F#NW#9
35 psi concrete walk with 6x6x6
w.w.m. continuous
compacted subgrade
4" crusher run aggregate
compacted 95%
finish grade
1% slope to street
varies - see site plan
!"#$%&$'()*+",&()-+'"
./-/$/
6'-0" Min.
2" Aspaltic concrete surface (411D)
9" Bituminous Binder (B-M2)
Flowable fill (If required
by Public Works)
Crushed Stone
compacted in 6" layers
2'-0" Min.
2'-0" Min.
2'-0" Min.
2"
9"
TRENCH REPAIR( ST-270)
N.T.S.
Water and Sewer Service Notes
1. All water and/or sewer services, along with appurtenances, shall be installed in accordance with specifications and
standard details of the Metro Water Services.
2. All connections to existing manholes shall be by coring and resilient connector method.
3. Vertical Double Check Valve Assemblies that are located in interior rooms can only be used for fire services.
4. All water meters shall be a minimum of 24" not to exceed a maximum of 28" below finished grade.
5.Irrigation line shall be copper from the meter to the backflow preventer.
6. The minimum fees outlined in the capacity letter must be paid before commercial construction plans can be
reviewed.7. All sewer services shall be 6 inches in diameter from connection at the main until the first cleanout assembly.
8. Backflow device to remain accessible at all times.
9. Plan size shall be 24"x36" and shall show contours around the meter boxes.
STANDARD POST CURBN.T.S.
9"
20'1/2"
6"
1/2"
6"
14"
General Notes:1. Expansion joints to be spaced a max. of 100'
apart or as directed by engineer.
2. Expansion joints will also be required at tangent
points, ramps, and inlets.
3. Contraction joints are to be cut into curb and
gutter every 10' to a depth of D4, where d equals
the thickness of the section. The spacing of 10'
may be reduced at closures but no section of curb
shall be less than 10'.
4. Cost of joins to be included in the unit bid price
for concrete curb.
6' wood gate to be
solid visual barrier
screen wall to match building
SOLID WASTEENCLOSUREN.T.S.
DUMPSTERSCREENING DETAIL
N.T.S.
6' screen fence /wall at dumpster
6' opaque gates
6" pipe bollards (typ)
10'-0"3'-0"
8'-0"
3'-0"
14'-0" sloped
6" conc.dumpster pad8'x14'
8" CRUSHED STONE PLACED IN (2) 4"
SEPARATELY COMPACTED LAYERS
TOPPING MIX
2" ASPHALTIC CONCRETE
COMPACTEDSUBGRADE
0+1)2).-&()-+'"
$-+.(+3(4(#-5./-/$/
1-800-351-1111
E
SSENN
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EE
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LA
S
L
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SA
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$8.76$L+T#'1TP$'%
'
4
!
+67
7
67
87
97
$:;<=&>?&@&67ATOTAL AREA = 1.534 ACRES
= 66,839.47 S.F.
ADJACENT HYDRANT TEST
Existing fire hydrants, tag bolt numbers 6216 & 6215,
along Cherokee. were flow tested on 7/7/2016 by Metro
Water Services, below is a summary of the flow results:
Static Pressure:
51 psi
Residual Pressure:
45 psi
Flow:
1,035 gpm
Flow @ 20 psi:
2,512 gpm
Based on table H.5.1 of the current NFPA, the building will
not require a fire suppression system.
FORTHCOMING
11
1
1
1
1
1
1
1
1
1
1
1
1
1
11
11
11
1
1
1
1
1
1
WEST TRINITY LANE
YOU
NG
S LANE
1A13
1A13
#DrgID#LayID
#DrgID#LayID
#DrgID#LayID
#DrgID#LayID
#DrgID#LayID
#DrgID#LayID
#DrgID#LayID
#DrgID#LayID
#DrgID#LayID
#DrgID#LayID
#DrgID#LayID
#DrgID#LayID
#DrgID#LayID
#DrgID#LayID
1A14 1
A14
#DrgID#LayID
1A9
X1
AE
CE
1A12
1A12
#DrgID#LayID
#DrgID#LayID
#DrgID#LayID
#DrgID#LayID
2A8
#DrgID#LayID
2A12
2A12
A2
2'-8
" by
2'-8
"A
22'
-8" b
y2'
-8"
2916'-0" by 8'-0"
302'-4" by 6'-8"
302'-4" by 6'-8"
303'
-0" b
y6'
-8"
2916'-0" by 8'-0"
303'-0" by 6'-8"
x7'-0" by 6'-0"
2916'-0" by 8'-0"
2916'-0" by 8'-0"
B27'-0" by 6'-0"
C12'-8" by 2'-8"
C12'-8" by 2'-8"
2916'-0" by
8'-0"
302'-4" by
6'-8"32
2'-4" by6'-8"
303'-0" by 6'-8"
2916'-0" by
8'-0"
2916'-0" by
8'-0"
2916'-0" by
8'-0"
3016'-0" by
8'-0"
B1A2'-6" by 6'-0"
303'-0" by 6'-8"30
2'-6
" by
6'-8
"
B21
7'-0" by6'-0"
B22
2'-6" by6'-0"
B22
2'-6" by6'-0"
303'-0" by
6'-8"
303'-0" by 6'-8"
x7'-0" by 6'-0"
303'-0" by 6'-8"
A17'-0" by 6'-0"
303'-0" by
6'-8"
x
7'-0" by6'-0"
303'-0" by
6'-8"
x
7'-0" by6'-0"
303'-0" by
6'-8"
x
7'-0" by6'-0"
303'-0" by
6'-8"
C2
7'-0" by6'-0"
B27'-0" by 6'-0"
303'
-0" b
y6'
-8"
312'
-4" b
y6'
-8" B217'-0" by 6'-0"
303'-0" by 6'-8"
303'-0" by 6'-8"
302'-6" by 6'-8"
303'-0" by 6'-8"
34
4'-8" by 6'-8"
303'-0" by
6'-8"
x
7'-0" by6'-0"
303'-0" by
6'-8"
x
7'-0" by6'-0"
303'-0" by
6'-8"
x
7'-0" by6'-0"
303'-0" by
6'-8"
C2
7'-0" by6'-0"
303'-0" by
6'-8"
x
7'-0" by6'-0"
303'-0" by 6'-8"
x7'-0" by 6'-0"
303'-0" by 6'-8"
x7'-0" by 6'-0"
303'-0" by 6'-8"
x7'-0" by 6'-0"
303'-0" by 6'-8"
C2
7'-0" by 6'-0"
303'-0" by 6'-8"
x7'-0" by 6'-0"
30
3'-0" by6'-8"
x7'-0" by
6'-0"30
3'-0" by6'-8"
x7'-0" by
6'-0"30
3'-0" by6'-8"
x7'-0" by
6'-0"
30
3'-0" by6'-8"
C2
7'-0" by6'-0"
30
3'-0" by6'-8"
x7'-0" by
6'-0"
SD
220
11
1
1
1
LC
LC
LC
LC
LC
LC
1
1
1
1
1
1
1
1
1
1
11
11
11
1
1
1
1
1
1
SD
SD
SD
SD
SD
SD
SD
SD
J
J
J
J
LC
J
21'-0 1/4"
5 1/
2"8'
-9 1
/2"
3 1/
2"5'
-0"
5 1/
2"20
'-0"
12'-6" 3 1/2" 3'-8"3 1/2"
3'-4" 10 1/2"
8'-8 1/2" 3 1/2" 3'-6"3 1/2"
3'-8"3 1/2"
3'-4" 10 1/2"
12'-4" 8'-8"
5 1/
2"20
'-0"
5 1/
2"
12'-4"
8'-8"
5 1/2"
8'-9 1/2"
3 1/2"5'-0"
5 1/2"
20'-0 1/4"
35'-0"
10 1/2"3'-4"
3 1/2"3'-8"
3 1/2"3'-6 1/4"9'-0"
21'-0"
10'-5 1/2"
13'-6
3/4
"5
1/2"
20'-0
1/2
"5
1/2"
2'-0"
3'-4
"
35'-0
"
21'-0"21'-0"
21'-0 1/4"24'-4 3/4"
21'-0"21'-0"
5'-3 3/4" 11'-9 3/4" 7'-3 1/4"
20'-0"
5 1/2"11'-8 1/4"
14'-5"3 1/2"
2'-0"3 1/2"5'-0"
10 1/2"
20'-0"
5 1/2"13'-5 1/2"
8"
3'-1"
3'-4"
17'-7
"
3'-2"
3 1/2"2'-0"
3'-9 1/2"2'-0"
1A14 1
A14
X1
AE
CE
HVAC
ELEC WH
sloped halfwall, wd cap
sloped half wallwood cap
open rails &balusterstyp. all 3levels
open rails &balusterstyp. all 3levels
LVL BEAM ABOVE
r/a
open understairs
main duct above
r/a
LVL BEAM ABOVE
TYPCULOCATIONINT UNITS
WH ON STANDW/PIPE BOLLARDPROTECTION
WH ON STANDW/PIPE BOLLARDPROTECTION
WH ON STANDW/PIPE BOLLARDPROTECTION
beam across at 2nd & 3rd flr levelsfor landing support
2X4 STUDS 12" OCFOR ALL 1ST FLR WALLSTYPICAL ALL UNITS
DUPLEX 110V RECEPTACLE
SINGLE POLE SWITCH
THREE WAY SWITCH
220V OUTLET
SMOKE DETECTOR
HVAC DISCONNECT
ELEC PANEL
EXT. FLOODLTS
1 2
3
4
5
6
7
8
9
10
11
12
13
14
161718
1920
21
22
2324
25
26
WEST TRINITY LANE
YOU
NG
S LANE
3
4
15
UP
2 CAR GARAGE
bath 1Foyer
UPBATH 1
2 CAR GARAGE
FOYER
2 CAR GARAGE
bath 1
FOYER
UP
A UNITA UNIT A UNIT
B1 UNIT
B2 UNIT
C UNIT
C UNIT
C UNIT
C UNIT
C UNIT
C UNIT
C UNIT
C UNIT
C UNIT
C UNITC UNIT
C UNITC UNIT
C UNITC UNIT
A UNIT
C UNIT
C UNIT
C UNIT
C UNIT
BLDG A
BLDG B
BLDG C
BLDG D
BLDG E
Bedrm 3/Offc
clos
Bedrm 3/Offc
Bedrm 3/Offc
clos
clos
Bedrm 3/Offc
HVACflrs 1,2
HVACflrs 1,2
same elevas unit 9
same elevas unit 9
same elevas unit 9
same elevas unit 9
same elevas unit 9
same elevas unit 9
same elevas unit 9
same elevas unit 9
same elevas unit 9
same elevas unit 8
same elevas unit 8
same elevas unit 8
same elevas unit 8
same elevas unit 8 same elev
as unit 8 same elevas unit 8
same elevas unit 8
1st flra286 sq ft
1st flrb464 sq ft
1st flrc288 sq ft
1st flrb2
A: 551 sq ft
2A12
2A12
303'-0" by 6'-8"
30
3'-0" by6'-8"
LC
LC
LC
LC
LC
J
20'-0
"30
'-7 1
/2"
FIN GRADE 455+/-
SCALE: 1" = 30'2 SITE PLAN
SCALE: 1" = 20'3 1st FLOOR
2 HR RATED WALLTYPICAL BETWEEN UNITS FROM FLOORSLAB TO UNDERSIDE OF ROOF DECKSEE TYPICAL SECTION ON A15.
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
REVISION
PROJECT NO:
COPYRIGHT 6/28/17QUIRK DESIGNS
A1
/CA
D F
ILE
S/W
OR
K 2
016/
Cro
w 1
002
w tr
inity
16-
0/10
02 e
flat
.pln
Nor
ma
Cro
w10
02 W
est T
rinity
Lan
eN
ashv
ille,
TN
372
09
TYPICAL 'A' UNIT PLAN
Tow
nhom
es
16-033
DATE: 6/28/17
Norma Crow1002 West Trinity Lane
Nashville, TN 37209
A2
2'-8
" by
2'-8
"A
22'
-8" b
y2'
-8"
2916'-0" by 8'-0"
302'-4" by 6'-8"
302'-4" by 6'-8"
303'
-0" b
y6'
-8"
303'-0" by 6'-8"
A17'-0" by 6'-0"
1
LC
LC
SD
SD
J
5 1/
2"8'
-9 1
/2"
3 1/
2"5'
-0"
5 1/
2"20
'-0"
12'-6" 3 1/2" 3'-8"3 1/2"
3'-4" 10 1/2"
8'-8 1/2" 3 1/2" 3'-6"3 1/2"
3'-8"3 1/2"
3'-4" 10 1/2"
35'-0
"
21'-0"21'-0"
1A14
HVAC
ELEC WH
sloped half wallwood cap
TYPCULOCATIONINT UNITS
WH ON STANDW/PIPE BOLLARDPROTECTION
2X4 STUDS 12" OCFOR ALL 1ST FLR WALLSTYPICAL ALL UNITS
1
UP
2 CAR GARAGE
bath 1
FOYER
A UNIT
Bedrm 3/Offc
clos
1A12
1A12
#DrgID#LayID
#DrgID#LayID
#DrgID#LayID
#DrgID#LayID
303'-0" by 6'-8"
LC
J
A3
2'-8
" by
5'-0
"A
32'
-8" b
y5'
-0"
A52'-0" by 4'-0"
303'-0" by 6'-8"
332'
-4" b
y6'
-8"
332'
-4" b
y6'
-8"
x2'-0" by 4'-0"
A32'-8" by 5'-0"
A17'-0" by 6'-0"
1
DW
LC
LC LC LC
LCLC
LC
LCLC
LCLC
LC LC LC
220
1A14
10'-0"35
'-0"
25'-2
1/2
"9'
-6"
3 1/
2"
3'-5" 4'-1
"3'
-10"
3 1/
2"6'
-9"
9'-9"
1A12
1A12
#DrgID#LayID
#DrgID#LayID
#DrgID#LayID
#DrgID#LayID
LIVING/DINING
PANTRY
KITCHEN
UP
DN
REF
PDR RM
BALCONY
LC
LC
LC
A3
2'-8
" by
5'-0
"A
32'
-8" b
y5'
-0"
A32'-8" by 5'-0"
A32'-8" by 5'-0"
A72'-0" by 4'-0"
302'
-8" b
y6'
-8"
312'
-8" b
y6'
-8"
303'-0" by 6'-8"
302'-6" by 6'-8"
322'-4" by 6'-8"
x2'-8" by 5'-0"
A32'-8" by 5'-0"
A17'-0" by 6'-0"
332'
-4" b
y6'
-8"
332'
-4" b
y6'
-8"
1
LCLC
LCLCLC
LC
LC
LC
220
SD
SD
SD
LC
LC1
A14
1A12
1A12
#DrgID#LayID
#DrgID#LayID
#DrgID#LayID
#DrgID#LayID
12'-8 1/4"
12'-3
1/2
"3
1/2"
10'-1
0"3
1/2"
11'-0
"3
1/2"
35'-0
"5'-0" 5 1/2" 4'-1"
3 1/2"3'-0" 3 1/2"
3 1/2" 12'-10" 3 1/2" 3'-6"3 1/2"
3'-4" 10 1/2"
12'-3
1/2
"3
1/2"
5'-0
"2'
-10"
3'-0
"3
1/2"
11'-0
"3
1/2"
5'-0"5 1/2" 7'-4 1/2" 3 1/2"
14'-8
"
4'-8
1/2
"3'
-4 3
/4"
2'-0"3 1/2" 5'-0"
3'-10 1/2"
3'-8
3/4
"triple 18" lvl abovefor roof deck
MSTR BEDRM
BEDRM 2
W/D
MSTR CLOS
bath 2
clos 2
DN
UP
clgr/a
3rd flra743 sq ft
303'-0" by 6'-8"
302'-6" by 6'-8"
1
LC
LC
J
1A14
1A12
1A12
#DrgID#LayID
#DrgID#LayID
#DrgID#LayID
#DrgID#LayID
15'-2
3/4
"5'
-0"
3 1/
2"14
'-6 3
/4"
20'-3 1/4"
1'-9
"
8X32" FLASHED DRAINAGE OPNGSBOTTOM AT ROOF LEVEL12" WALL BETWEENFULL HGT STUDS FROM 3RD FLR TO TOP OFDECK WALL - SEE SECTION
ALUM GUTTER
ROOF ABOVEROOF DECK
5/12 SLOPE
HVA
C3r
d flr
1/4"/ft slope
4/12
FLOOR AREA UNIT AZone Name
1st flr2nd flr3rd flr
Calculated Area2867437431,772 sq ft
J
SD
LC
SC
220
JUNCTION BOXTELEPHONE JACK - CAT 5
CABLE TV JACK
CLG MT LIGHT
CEILING FAN W/LT
WALL SCONCEFIXT.
FLUORESCENT LTS
CHANDELIER
STEP LIGHTS
TLT EXHAUST FAN
LG 6" RECESSED LIGHT
SMALL 4" RECESSED LIGHT
DUPLEX 110V RECEPTACLE
SINGLE POLE SWITCH
THREE WAY SWITCH
220V OUTLET
SMOKE DETECTOR
HVAC DISCONNECT
ELEC PANEL
ELECTRICAL LEGEND
EXT. FLOODLTS
SCALE: 1/4" = 1'-0"1 1ST FLR PLANSCALE: 1/4" = 1'-0"2 2ND FLR PLANSCALE: 1/4" = 1'-0"3 3RD FLR PLAN
SCALE: 1/4" = 1'-0"4 ROOF DECK LEVEL
A UNIT - ROOF DECK ON REAR
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
REVISION
PROJECT NO:
COPYRIGHT 6/28/17QUIRK DESIGNS
A2
/CA
D F
ILE
S/W
OR
K 2
016/
Cro
w 1
002
w tr
inity
16-
0/10
02 e
flat
.pln
Nor
ma
Cro
w10
02 W
est T
rinity
Lan
eN
ashv
ille,
TN
372
09
B UNIT PLAN - FLRS 1,2
Tow
nhom
es
16-033
DATE: 6/28/17
Norma Crow1002 West Trinity Lane
Nashville, TN 37209
30 by 6'-8"
2916'-0" by 8'-0"
B27'-0" by 6'-0"
3016'-0" by
8'-0"
B1A2'-6" by 6'-0"
303'-0" by 6'-8"30
2'-6
" by
6'-8
"
B21
7'-0" by6'-0"
B22
2'-6" by6'-0"
B22
2'-6" by6'-0"
303'-0" by
6'-8"
303'-0"
B27'-0" by 6'-0"
303'
-0" b
y6'
-8"
312'
-4" b
y6'
-8" B217'-0" by 6'-0"
303'-0" by 6'-8"
303'-0" by 6'-8"
302'-6" by 6'-8"
303'-0" by 6'-8"
34
4'-8" by 6'-8"
1
LC
LC
1
SD
SD
SD
SD
J
J
8'-8"
5 1/
2"20
'-0"
5 1/
2"
10'-5 1/2"
13'-6
3/4
"5
1/2"
20'-0
1/2
"5
1/2"
2'-0"
3'-4
"
24'-4 3/4"5'-3 3/4" 11'-9 3/4" 7'-3 1/4"
20'-0"
5 1/2"11'-8 1/4"
14'-5"3 1/2"
2'-0"3 1/2"5'-0"
10 1/2"
20'-0"
5 1/2"13'-5 1/2"
8"
3'-1"
3'-4"
17'-7
"
3'-9 1/2"2'-0"
open rails &balusterstyp. all 3levels
open rails &balusterstyp. all 3levels
LVL BEAM ABOVE
r/a
open understairs
main duct above
r/a
LVL BEAM ABOVE
WH ON STANDW/PIPE BOLLARDPROTECTION
beam across at 2nd & 3rd flr levelsfor landing support3
4
5
6
4
Foyer
UPBATH 1
2 CAR GARAGE
A UNITB1 UNIT
B2 UNIT
BLDG A
Bedrm 3/Offc
clos
Bedrm 3/Offc
HVACflrs 1,2
HVACflrs 1,2
2A12
2A12
LC
LC
LC
LC
x2'-8" by 5'-0"
x2'-0" by 4'-0"
303'-0" by 6'-8"
B62'-0" by
4'-0"30
3'-0" by6'-8"
B27'-0" by 6'-0"B1A
2'-6" by 6'-0"B4
3'-0" by 5'-0"
B21
7'-0" by6'-0"
B21
7'-0" by6'-0"
B23
3'-0" by5'-0"
B27'-0" by 6'-0"
B217'-0" by 6'-0"
332'-
4" b
y 6'-8"
332'-
4" b
y 6'-8"
33
2'-4"
by 6'-
8"
33
2'-4"
by 6'-
8"
1
1
DW
DW
LCLC
LCLC
LC LC LC
LC LC LC
LCLC
LC
LC
LC
LC
LC
LC
LC
LC
LC
LC
LC
LC
LC
LC
LC
LC
LC
LC
LC
LC
LC
LC
LC
LC
20'-7 1/2"
24'-9"
4
REF
UP
DN
LIVING/DINING
pantry
pdr rm
UP
DN
20'-2 1/4"
REF
LIVING/DINING
2A12
2A12
LC
LC
LC
LC
FLOOR AREA B1 UNITZone Name
1st flr2nd flr3rd flr
Calculated Area4649769762,416 sq ft
J
SD
LC
SC
220
JUNCTION BOXTELEPHONE JACK - CAT 5
CABLE TV JACK
CLG MT LIGHT
CEILING FAN W/LT
WALL SCONCEFIXT.
FLUORESCENT LTS
CHANDELIER
STEP LIGHTS
TLT EXHAUST FAN
LG 6" RECESSED LIGHT
SMALL 4" RECESSED LIGHT
DUPLEX 110V RECEPTACLE
SINGLE POLE SWITCH
THREE WAY SWITCH
220V OUTLET
SMOKE DETECTOR
HVAC DISCONNECT
ELEC PANEL
ELECTRICAL LEGEND
EXT. FLOODLTS
FLOOR AREA B2 UNITZone Name
1st flr2ND FLR3RD FLR
Calculated Area5511,0251,0252,601 sq ft
SCALE: 1/4" = 1'-0"1 1ST FLR PLAN
SCALE: 1/4" = 1'-0"2 2ND FLR PLAN
B UNITS - AT CORNER/REAR ROOF DECK
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
REVISION
PROJECT NO:
COPYRIGHT 6/28/17QUIRK DESIGNS
A3
/CA
D F
ILE
S/W
OR
K 2
016/
Cro
w 1
002
w tr
inity
16-
0/10
02 e
flat
.pln
Nor
ma
Cro
w10
02 W
est T
rinity
Lan
eN
ashv
ille,
TN
372
09
B UNIT FLRS 3, ROOFDECK
Tow
nhom
es
16-033
DATE: 6/28/17
Norma Crow1002 West Trinity Lane
Nashville, TN 37209
4'-0"
x by 5'-0"
B27'-0" by 6'-0"B1
2'-6" by 2'-6"B4
3'-0" by 5'-0"
B21
7'-0" by6'-0"
B22
2'-6" by2'-6"
B22
2'-6" by2'-6"
B23
3'-0" by5'-0"
B27'-0" by 6'-0"
B217'-0" by 6'-0"
B32'-8" by 5'-0"
B32'-8" by 5'-0"
B32'-8" by
5'-0"B3
2'-8" by5'-0"
302'-8" by 6'-8"
312'-4" by 6'-8"
354'
-0" b
y6'
-8"
302'
-8" b
y6'
-8"
345'-0" by 6'-8"
332'
-4" b
y6'
-8"
302'-8" by 6'-8"
302'-8" by 6'-8"
312'-4" by 6'-8"
33
2'-4" by 6'-8"
302'-8" by 6'-8"
34
5'-0" by6'-8"
30
2'-8" by6'-8"
302'-6" by 6'-8"
30
2'-6" by6'-8"
302'-4" by 6'-8"
1
LCLC
LCLC
LC
LC
LC
LC
LC
LC
LC
LC
220
220
SD
LC
SD
SD
SD
SD
SD
LC
LC
LC
LC
LC
LC
LC
14'-7
1/4
"3
1/2"
5'-0
"3
1/2"
14'-6
"5
1/2"
16'-9 1/4"
3 1/2" 12'-2 1/2" 3 1/2" 3'-1" 3 1/2"
10 1/2"
5'-0"
3 1/2"
14'-4"
3 1/2"5'-2"
3 1/2" 0"
13'-9 1/2"
3'-8"
16'-7 3/4"
3'-7"
6'-5 1/4"3 1/2"
3'-0"
3'-5 1/4"
5'-5"
3 1/2"
11'-0"
3 1/2"
3'-0
"
12'-9 1/4"8'-7"
2A12
2A12
triple 18" lvl above
UP
DN
MSTR BEDRMW/D
MSTR CLOS
W/D
BEDRM 2
linen
clos 2
bath 2
UP
W/D
MSTR CLOS
W/D
linen
BEDRM 2
bath 2
3 1/2"
MSTR BEDRM
mstr bath
mstr bath
Sitting area
CLOS 2
DN
clgr/a
clgr/a
3rd flrb976 sq ft
3'-0"
303'-0" by 6'-8"
303'-0" by 6'-8"
302'-
4" b
y 6'-8"
30
2'-4"
by 6'-
8"
1
1
LC
LC
LC
LC
J
J
LC
2A12
2A12
33'-4
"
20'-5"
2'-3"
33'-4
"
15'-2
"
16'-4
1/4
"
ROOF ABOVEROOF DECK
ROOF DECK
6/12 SLOPE
4/12 4/12
HVAC
3rd flr
1/4"/ft slope
1/4"/ft slope
4/12
HVA
C3r
d flr
SCALE: 1/4" = 1'-0"1 3RD FLR PLAN
SCALE: 1/4" = 1'-0"2 ROOF DECK LEVEL
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
REVISION
PROJECT NO:
COPYRIGHT 6/28/17QUIRK DESIGNS
A4
/CA
D F
ILE
S/W
OR
K 2
016/
Cro
w 1
002
w tr
inity
16-
0/10
02 e
flat
.pln
Nor
ma
Cro
w10
02 W
est T
rinity
Lan
eN
ashv
ille,
TN
372
09
TYPICAL C UNIT PLAN
Tow
nhom
es
16-033
DATE: 6/28/17
Norma Crow1002 West Trinity Lane
Nashville, TN 37209
C12'-8" by 2'-8"
C12'-8" by 2'-8"
2916'-0" by
8'-0"
302'-4" by
6'-8"32
2'-4" by6'-8"
303'-0" by 6'-8"
2916'-0" by
8'-0"
6'-0"
303'-0" by
6'-8"
C2
7'-0" by6'-0"
LC
LC
SD
SD
J
LC
J
5 1/2"
8'-9 1/2"
3 1/2"5'-0"
5 1/2"
20'-0 1/4"
35'-0"
10 1/2"3'-4"
3 1/2"3'-8"
3 1/2"3'-6 1/4"9'-0"
21'-0"3'-2"
3 1/2"2'-0"
CE
sloped halfwall, wd cap
WH ON STANDW/PIPE BOLLARDPROTECTION
9
2 CAR GARAGE
bath 1
FOYER
UP
C UNITBedrm 3/Offc
clos
1st flrc288 sq ft
30
3'-0" by6'-8"
C32'-8" by 5'-0" C3
2'-8" by 5'-0"
C4
2'-0" by4'-0"
30
3'-0" by6'-8"
x2'-0" by
4'-0"
C3
2'-8" by5'-0"
C2
7'-0" by6'-0"
332'-4" by 6'-8"
332'-4" by 6'-8"
DW
LC
LC
LC
LC
LC
LC
LC
LC
LC
LC
LC
LC
LC
LC
LC
LC
CE
6'-9"3 1/2" 3'-10" 3 1/2" 5'-3 1/2"
9'-6"
2'-3"8'-7"
9'-9"
4'-0"
3'-2"2'-9 1/2"
7'-10"
2'-2"
5'-0 3/4"
3'-5"
36" half wallw/wood cap
LIVING
/DIN
ING
KITCH
EN
UP
DN
REF
BALC
ON
Y
pantry
see section 2nd flrc744 sq ft
C32'-8" by 5'-0" C3
2'-8" by 5'-0"
C3
2'-8" by5'-0"
C2
7'-0" by6'-0"
C3
2'-8" by5'-0"
C3
2'-8" by5'-0"
C4
2'-0" by4'-0"
302'-8" by 6'-8"
31
2'-8" by 6'-8"
30
3'-0" by 6'-8"
30
2'-6" by6'-8"
322'-4" by
6'-8"
33
2'-4" by 6'-8"
332'-4" by 6'-8"
x by
5'-0"x
2'-8" by5'-0"
LC
LC
LC
LC
LC
LC
LC
LC
220
SD
SD
SD
LC
LC
CE
3 1/2"
12'-9 3/4"
3 1/2"3'-6"
3 1/2"
5 1/2"
4'-0 3/4"3 1/2"
3'-0"3 1/2"
3 1/2"2'-0"
3 1/2"5'-0"
3 1/2"5'-0"
5 1/2"
7'-4 1/4"3 1/2"
11'-0"3 1/2"
10'-10"3 1/2"
11'-10"
3'-8 3/4"3'-4 3/4"
9'-9"3 1/2" 4'-2 3/4"
MSTR BED
RM
BEDRM
2
W/D
MSTR C
LOS
bath 2
clos 2
DN
UP
clgr/a
3nd flrc744 sq ft
FLOOR AREA C UNITZone Name
1st flr2nd flr3nd flr
Calculated Area2887447441,776 sq ft
303'-0" by
6'-8"
302'-6" by 6'-8"
LC
LC
LC
J
CE
16'-10 1/2"
8'-1 1/2"
16'-2 1/2"
8'-5"
8'-1 1/2" 1'-2 1/2"
15'-0"
36" half wallw/wood cap
ATTIC
ROOF DECK
HVAC3rd flr
J
SD
LC
SC
220
JUNCTION BOXTELEPHONE JACK - CAT 5
CABLE TV JACK
CLG MT LIGHT
CEILING FAN W/LT
WALL SCONCEFIXT.
FLUORESCENT LTS
CHANDELIER
STEP LIGHTS
TLT EXHAUST FAN
LG 6" RECESSED LIGHT
SMALL 4" RECESSED LIGHT
DUPLEX 110V RECEPTACLE
SINGLE POLE SWITCH
THREE WAY SWITCH
220V OUTLET
SMOKE DETECTOR
HVAC DISCONNECT
ELEC PANEL
ELECTRICAL LEGEND
EXT. FLOODLTS
SCALE: 1/4" = 1'-0"1 1st FLOOR
SCALE: 1/4" = 1'-0"2 2ND FLR PLAN
SCALE: 1/4" = 1'-0"3 3RD FLR PLAN
SCALE: 1/4" = 1'-0"5 ROOF DECK LEVEL
C UNIT -FRONT ROOF DECK
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
REVISION
PROJECT NO:
COPYRIGHT 6/28/17QUIRK DESIGNS
A5
/CA
D F
ILE
S/W
OR
K 2
016/
Cro
w 1
002
w tr
inity
16-
0/10
02 e
flat
.pln
Nor
ma
Cro
w10
02 W
est T
rinity
Lan
eN
ashv
ille,
TN
372
09
FOUNDATIONS - A, C
Tow
nhom
es
16-033
DATE: 6/28/17
Norma Crow1002 West Trinity Lane
Nashville, TN 37209
11
1
1
1
1
1
1
1
1
1
1
12'-4" 8'-8" 4" 12'-0" 8'-8" 4" 12'-0" 8'-8" 4" 4'-11 1/2" 11'-10" 4'-0 1/2" 3'-2 1/2"
2'-4 1/2"16'-3"
2'-4 1/2"21'-0"
20'-8 1/2"
21'-0"21'-0"
21'-0"21'-2"
32'-3 1/2"
2'-4 1/2"16'-3" 2'-4 1/2"
21'-0"
21'-0"
21'-0"
21'-0"
21'-0"
29'-0 1/4"
19'-7 1/2"
1'-0
"35
'-0"
1'-0
"35
'-0"
1'-0
"35
'-0"
1'-0
"1'
-8"
33'-4
"
35'-0"
1'-0"
35'-0"
1'-0"
35'-0"
1'-0"
35'-0"
1'-0"
12'-4"
8'-8"4"
12'-0"
8'-8"4"
12'-0"
8'-8"4"
12'-0"
8'-8"4"
10'-5 1/2"
12'-4"
7'-1 1/4"
3'-1
1/2
"
11'-4
"
2'-4 1/2"
16'-3"
2'-4 1/2"
2'-4 1/2"
16'-3"
2'-4 1/2"
2'-4 1/2"
16'-3"
2'-4 1/2"
2'-4 1/2"
16'-3"
2'-4 1/2"
2'-4"
16'-3"
2'-3"
11'-1 1/2"2'-0 1/2"
2'-1"
11'-1 1/2"
2'-10"
13'-2"
13'-2 1/2"
1'-9
1/2"
4'-2"
7'-2
1/2"
1'-10
1/2
"
10"10"
1'-9
1/2"
32'-3"
1'-0" 2'-9"
35'-0"
1'-0"
21'-0"
21'-0"
21'-0"
21'-0"
20'-10"
1'-9"
11'-9 1/2"2'-9"
2'-4 1/2"16'-3" 2'-4 1/2"
1'-0
"35
'-0"
21'-0"
12'-4" 8'-8" 4"
3'-11"4'-9
1/2
"9'
-4"
3'-11"3'-11"4'
-9 1
/2"
9'-4
"
4'-9
1/2
"9'
-4"
21'-11"
9'-3 3/4"4'-9 1/2"
3'-11"
3'-11"
3'-11"
3'-11"
21'-11"
9'-3 3/4"4'-9 1/2"
21'-11"
9'-3 3/4"4'-9 1/2"
21'-11"
9'-3 3/4"4'-9 1/2"
16'-8"
5'-8"
4'-0 1/2"4'-0 1/2"
5'-8"
22'-8"
3'-11"
4'-9
1/2
"
12'-4"
8'-8"4"
12'-0"
8'-8"4"
12'-0"
21'-0"
21'-0"
21'-0"
1'-0"
35'-0"
1'-0"
35'-0"
1'-0"
35'-0"
4'-9 1/2"9'-3 3/4"
21'-11"
4'-9 1/2"9'-3 3/4"
21'-11"
21'-11"3'-11"
3'-11"
105°
120°
135°
1A13
1A13
#DrgID#LayID
#DrgID#LayID
24" SQ X 12" DEEP FTGS3 #5 BARS BOTHJ WAYS24" WIDE X 12" DEEP THICKENED FTG2 #5 BARS CONT.4" CONC SLAB W/WWM REINF.OVER 6 MIL VAPOR BARRIER & 4"STONE BASE
BLDG CFOUNDATION
BLDG A FOUNDATION
1A14 1
A14
1A9
X1
AE
CE
1A12
1A12
#DrgID#LayID
#DrgID#LayID
#DrgID#LayID
#DrgID#LayID
2A8
#DrgID#LayID
2A12
2A12
SCALE: 1/8" = 1'-0"1 FOUNDATION PLAN - BLDG A
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
REVISION
PROJECT NO:
COPYRIGHT 6/28/17QUIRK DESIGNS
A6
/CA
D F
ILE
S/W
OR
K 2
016/
Cro
w 1
002
w tr
inity
16-
0/10
02 e
flat
.pln
Nor
ma
Cro
w10
02 W
est T
rinity
Lan
eN
ashv
ille,
TN
372
09
FOUNDATIONS - B,E
Tow
nhom
es
16-033
DATE: 6/28/17
Norma Crow1002 West Trinity Lane
Nashville, TN 37209
1
1
1
1
1
1
11
11
11
1
1
1
21'-0"
21'-0"
21'-0"
21'-0"
21'-0"
35'-0"
1'-0"
35'-0"
1'-0"
35'-0"
1'-0"
35'-0"
1'-0"
36'-0 1/4"
35'-0"
1'-0"
21'-11"
9'-3 3/4"4'-9 1/2"
21'-11"
9'-3 3/4"4'-9 1/2"
21'-11"
9'-3 3/4"4'-9 1/2"
21'-11"
9'-3 3/4"4'-9 1/2"
3'-11"
3'-11"
3'-11"
3'-11"
21'-0"
20'-11 1/2"
21'-0"
21'-0"
21'-0"
12'-4"
8'-8"4"
12'-0"
8'-8"4"
12'-0"
8'-8"4"
12'-0"
8'-8"4"
12'-0"
8'-8"4"
3'-11"
21'-11"
9'-3 3/4"4'-9 1/2"
21'-0"
21'-0"
21'-0"
21'-0"
21'-0"
21'-0"
49'-3
1/2
"
1'-0
"
49'-3
1/2
"
1'-0
"
49'-3
1/2
"
1'-0
"
49'-3
1/2
"
1'-0
"
50'-3
1/2
"
49'-3
1/2
"
1'-0
"
36'-2
1/4
"
9'-3
3/4
"4'
-9 1
/2"
36'-2
1/4
"
9'-3
3/4
"4'
-9 1
/2"
36'-2
1/4
"
9'-3
3/4
"4'
-9 1
/2"
36'-2
1/4
"
9'-3
3/4
"4'
-9 1
/2"
3'-11"
3'-11"
3'-11"
3'-11"
21'-0 1/4"
21'-0"20'-11 1/2"
21'-0"
21'-0"
21'-0"
12'-4"8'-8" 4" 12'-0"
8'-8" 4" 12'-0"8'-8" 4" 10" 9'-0"
10'-10"12'-4"
8'-8" 4" 12'-0"8'-8" 4"
3'-11"
36'-2
1/4
"
9'-3
3/4
"4'
-9 1
/2"
36'-2
1/4
"
9'-3
3/4
"4'
-9 1
/2"
8'-8"4"
12'-0"
8'-8"4"
12'-0"
8'-8"4"
21'-0"
21'-0"
21'-0"
1'-0"
35'-0"
1'-0"
35'-0"
4'-9 1/2"9'-3 3/4"
21'-11"
4'-9 1/2"9'-3 3/4"
21'-11"
4'-9 1/2"9'-3 3/4"
21'-11"
3'-11"
3'-11"
3'-11"
#DrgID#LayID
#DrgID#LayID
#DrgID#LayID
#DrgID#LayID
#DrgID#LayID
#DrgID#LayID
#DrgID#LayID
#DrgID#LayID
#DrgID#LayID
#DrgID#LayID
#DrgID#LayID
#DrgID#LayID
BLDG B FOUNDATION
BLDG E FOUNDATION
BLDG D FOUNDATION
SCALE: 1/8" = 1'-0"1 FOUNDATION PLAN
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
REVISION
PROJECT NO:
COPYRIGHT 6/28/17QUIRK DESIGNS
A7
/CA
D F
ILE
S/W
OR
K 2
016/
Cro
w 1
002
w tr
inity
16-
0/10
02 e
flat
.pln
Nor
ma
Cro
w10
02 W
est T
rinity
Lan
eN
ashv
ille,
TN
372
09
FOUNDATION - D
Tow
nhom
es
16-033
DATE: 6/28/17
Norma Crow1002 West Trinity Lane
Nashville, TN 37209
1
1
1
1
1
1
16'-3"
2'-4 1/2"
2'-4 1/2"
16'-3"
2'-4 1/2"
21'-0"
21'-0"
12'-4"
8'-8"4"
12'-0"
8'-8"4"
12'-0"
8'-8"4"
12'-0"
8'-8"4"
12'-0"
8'-8"4"
21'-0"
21'-0"
21'-0"
21'-0"
21'-0"
1'-0"
35'-0"
1'-0"
35'-0"
1'-0"
35'-0"
1'-0"
35'-0"
1'-0"
35'-0"
4'-9 1/2"9'-3 3/4"
21'-11"
4'-9 1/2"9'-3 3/4"
21'-11"
4'-9 1/2"9'-3 3/4"
21'-11"
4'-9 1/2"9'-3 3/4"
21'-11"
4'-9 1/2"9'-3 3/4"
21'-11"
3'-11"
3'-11"
3'-11"
3'-11"
3'-11"
BLDG CFOUNDATION
BLDG D FOUNDATION
1A9
SCALE: 1/8" = 1'-0"1 FOUNDATION PLAN
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
REVISION
PROJECT NO:
COPYRIGHT 6/28/17QUIRK DESIGNS
A8
/CA
D F
ILE
S/W
OR
K 2
016/
Cro
w 1
002
w tr
inity
16-
0/10
02 e
flat
.pln
Nor
ma
Cro
w10
02 W
est T
rinity
Lan
eN
ashv
ille,
TN
372
09
ELEV - BLDG A, N, E
Tow
nhom
es
16-033
DATE: 6/28/17
Norma Crow1002 West Trinity Lane
Nashville, TN 37209
9'-1
"2'
-0"
8'-1
"2'
-0"
8'-1
"5'
-11"
44'-3
1/2
"
CLG
CLG
CLG
DIMENSIONAL SHINGLESMETAL COPINGVERTICAL METAL SIDINGSMOOTH FACE HARDIPLANK, 6" EXPOSUREEPDM ROOFING & METAL DRIP EDGEHARDIPANEL, SMOOTH FACE, PAINTEDVINYL WDWSBRICK VENEERPREFAB METAL CANOPYCULTURED STONE VENEER
ROOF CRICKET BEHIND WALL
45'-3
1/2
"
SCALE: 1/8" = 1'-0"1 NORTH ELEVATION 1 - BLDG A
SCALE: 1/8" = 1'-0"2 EAST ELEVATION - BLDG A9 8 7 6 5
1234
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
REVISION
PROJECT NO:
COPYRIGHT 6/28/17QUIRK DESIGNS
A9
/CA
D F
ILE
S/W
OR
K 2
016/
Cro
w 1
002
w tr
inity
16-
0/10
02 e
flat
.pln
Nor
ma
Cro
w10
02 W
est T
rinity
Lan
eN
ashv
ille,
TN
372
09
ELEV - BLDG A- S, W
Tow
nhom
es
16-033
DATE: 6/28/17
Norma Crow1002 West Trinity Lane
Nashville, TN 37209
15'-7 1/2"
38'-2
1/4
"
'C' UNIT END ELEVATION
SCALE: 1/8" = 1'-0"1 SOUTH ELEV - BLDG A
SCALE: 1/8" = 1'-0"2 WEST ELEVATION 1
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
REVISION
PROJECT NO:
COPYRIGHT 6/28/17QUIRK DESIGNS
A10
/CA
D F
ILE
S/W
OR
K 2
016/
Cro
w 1
002
w tr
inity
16-
0/10
02 e
flat
.pln
Nor
ma
Cro
w10
02 W
est T
rinity
Lan
eN
ashv
ille,
TN
372
09
END ELEVATIONS
Tow
nhom
es
16-033
DATE: 6/28/17
Norma Crow1002 West Trinity Lane
Nashville, TN 37209
40'-4
1/4
"46'-4
3/4
"
15'-0"
39'-2
" 45'-3
1/2
"
15'-8"
SCALE: 1/4" = 1'-0"1 END ELEVATION, A UNIT SCALE: 1/4" = 1'-0"2 END ELEVATION, C UNIT
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
REVISION
PROJECT NO:
COPYRIGHT 6/28/17QUIRK DESIGNS
A11
/CA
D F
ILE
S/W
OR
K 2
016/
Cro
w 1
002
w tr
inity
16-
0/10
02 e
flat
.pln
Nor
ma
Cro
w10
02 W
est T
rinity
Lan
eN
ashv
ille,
TN
372
09
WDW SCHEDULES
Tow
nhom
es
16-033
DATE: 6/28/17
Norma Crow1002 West Trinity Lane
Nashville, TN 37209
MARK A1 A2 A3 A5 A7 B1 B1A B2 B3 B4 B6 B21 B22 B22 B23 C1 C2 C3 C4
SIZEWIDTH 7'-0" 2'-8" 2'-8" 2'-0" 2'-0" 2'-6" 2'-6" 7'-0" 2'-8" 3'-0" 2'-0" 7'-0" 2'-6" 2'-6" 3'-0" 2'-8" 7'-0" 2'-8" 2'-0"HEIG… 6'-0" 2'-8" 5'-0" 4'-0" 4'-0" 2'-6" 6'-0" 6'-0" 5'-0" 5'-0" 4'-0" 6'-0" 2'-6" 6'-0" 5'-0" 2'-8" 6'-0" 5'-0" 4'-0"
TYPENOTES
3D Front View
Quantity 3 2 8 1 1 1 2 6 4 2 1 7 2 2 2 2 6 8 2
WINDOW SCHEDULE
NOTE - 2 - A2 WDWS & 4 - A3 WDWS ARE FOR END UNITS ONLYINTERIOR UNITS HAVE 0-A2 WDWS AND ONLY 4-A3 WDWS
TYPICAL A UNIT WDWS B UNIT WDWS B2 UNIT WDWS C UNIT WDWS
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
REVISION
PROJECT NO:
COPYRIGHT 6/28/17QUIRK DESIGNS
A12
/CA
D F
ILE
S/W
OR
K 2
016/
Cro
w 1
002
w tr
inity
16-
0/10
02 e
flat
.pln
Nor
ma
Cro
w10
02 W
est T
rinity
Lan
eN
ashv
ille,
TN
372
09
BLDG SECTIONS
Tow
nhom
es
16-033
DATE: 6/28/17
Norma Crow1002 West Trinity Lane
Nashville, TN 37209
9'-1
"1'
-7"
10'-1
"1'
-7"
10'-1
"
15'-2
"
8'-1
"
16'-3"
17 RISERS @7.53"16T @ 10"
18" DEEP FLR TRUSSES 16" OC
18" DEEP FLR TRUSSES 16" OC
USE FULL HGT STUDS THIS WALLTO BRACE DECK WALL
8" HIGH X 32" WIDE DRAINAGEOPNGS W/12" WALLSBETWEEN
METALCOPING
19R@7.37", 18 T @ 10"
19R@7.37", 18 T @ 10"
triple 18" lvl2x12's 16" oc2x8' scabbed to 2x12's,1/4"/ft slopemembrane roofingon 3/4" advantekwood deck on pt 2xsleepers 16" ocOPEN
OPEN
18" DEEP FLR TRUSSES 16" OC7'
-7 1
/4"
6'-1
0 3/
4"
8'-2
1/2
"
15'-2
"
9'-1
"1'
-7"
10'-1
"1'
-7"
10'-1
"1'
-7"
5'-0
"5'
-8"
5'-0
"6'
-8"
4'-4
1/2
"7'
-3 1
/2"
42'-4
1/4
"
15'-0"
44'-6
1/4
"
8" HIGH X 32" WIDE DRAINAGEOPNGS W/12" WALLSBETWEEN
USE FULL HGT STUDS THIS WALLTO BRACE DECK WALL
SEE TYP NOTESON A UNIT SECTION
8R@7.5"7T @10"
11R@7.27"10T @10"
8R@7.5"7T @10"
7R@7.5"6T @10"
12R@7.29"11T @10"
GARAGE
SCALE: 1/4" = 1'-0"1 SECTION - TYP A UNITSCALE: 1/4" = 1'-0"2 SECTION - B STAIR
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
REVISION
PROJECT NO:
COPYRIGHT 6/28/17QUIRK DESIGNS
A13
/CA
D F
ILE
S/W
OR
K 2
016/
Cro
w 1
002
w tr
inity
16-
0/10
02 e
flat
.pln
Nor
ma
Cro
w10
02 W
est T
rinity
Lan
eN
ashv
ille,
TN
372
09
BLDG SECTIONS
Tow
nhom
es
16-033
DATE: 6/28/17
Norma Crow1002 West Trinity Lane
Nashville, TN 37209
9'-1
"1'
-7"
10'-1
"1'
-7"
10'-1
"1'
-7"
6'-6
"
2'-6
"
9'-1
"1'
-7"
10'-1
"1'
-7"
10'-1
"1'
-7"
3'-7
1/2
"8'-0
1/2
"
6'-1
3/4
"
5'-1
1 1/
2"
17 RISERS @7.53"16T @ 10"
19R@7.37", 18 T @ 10"
19R@7.37", 18 T @ 10"
8" HIGH X 32" WIDE DRAINAGEOPNGS W/12" WALLSBETWEEN
SEE TYP NOTESON A UNIT SECTION
9'-5
"
SCALE: 1/4" = 1'-0"1 SECTION - C UNIT
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
REVISION
PROJECT NO:
COPYRIGHT 6/28/17QUIRK DESIGNS
A14
/CA
D F
ILE
S/W
OR
K 2
016/
Cro
w 1
002
w tr
inity
16-
0/10
02 e
flat
.pln
Nor
ma
Cro
w10
02 W
est T
rinity
Lan
eN
ashv
ille,
TN
372
09
WALL SECTIONS
Tow
nhom
es
16-033
DATE: 6/28/17
Norma Crow1002 West Trinity Lane
Nashville, TN 37209
SCALE: 1/2'' = 1' - 0''1 2 HR WALL DETAIL
0 1' 2' 4'
SCALE: 1/2'' = 1' - 0''2 TYP WALL SECTION
0 1' 2' 4'
BASEMENT WALL SECTION
4"
6'-8
"
9'-1
"18
.75"
SE
E S
EC
TIO
NS
48" min.
1'-4"
8"
8"
1'-0"
9.25"
2.25"
1" airspace
2 layers 5/8" type x gyp bd
plumb vents, exh fans, etc - allroof penetrations to be min. 4' offfire walls - offset in attics as reqd.
2 - 1 hr rated wallsper UL design U305
2x4 STUDS 16" OC
18" min below fingrade
r11 batt insul.
2 layers 5/8" type x gyp bd
UL designU338 - 2hr
RATED WALLS CANNOTUSE FINGER JOINTEDSTUDS
SEE STRUCT FOR STUD TYPES ANDSPACING ALL LEVELS
1 1/8"
extend drywallto upper flr levelon lower wallsbefore trussesare set
15/32" OSB roof deckingR30 batt insul - foil faced
prefab wood roof trusses
4" reinf conc slab24" wide cont. 2" rigid foam insul.6 mil poly vapor barrier4" min crushed stone baserowlock brick sill at door4" brick veneer w/ties 16" oc vert & horiz.asphalt waterproofing
2 #5 bars cont.
thru wall flashing & weep holes 24" ocbrick lintel pe struct. dwgs
3/4" advantech subflrg2X4 FLR TRUSSES1/2" gyp bd
PARTY WALL NOTES:1. SET ALL PLATES IN CONT. BEAD OFNON-HARDENING CAULK2. SEAL ALL PENETRATIONS - OUTLET BOXES, ETC. W/NON-HARDENING CAULK3. CAULK EDGES OF EACH LAYER &MUD/TAPE EACH LAYER OF GYP BD.4. HVAC DESIGN SHALL HAVE R/A GRILLESMIN. 10' FROM HVAC UNITS & NC NOISEDESIGN CRITERIA FOR DUCTS ANDDIFFUSERS.
min. 4" thk reinf conc slabmin. 24" wide x 12" deep thickened slabw/2 #5 bars cont.6 mil poly vapor barrierover crushed gravel base per drainagedetails
HORIZONTAL JOINTS
WALL SHEATHINGHARDIPANELALUM REGLETBY HARDI.HARDIPANEL1X PT FURRING STRIPS
HORIZONTAL JOINTS @ BRICK
HARDIPANEL
PAINTED MTL FLASHINGBRICK ROWLOCK
2X4 STUDS 16" OC1/2" GYP BDR13 KRAFT FACED BATT INSUL.1/2" SHEATHING ALL WALLSBRICK VENEER WITH WIRE TYPE ADJUSTABLE BRICK TIES16" OC VERT & HORIZ.
HARDIPANEL JOINTS
mtl drip edge1x8 trim2x6 framingsmooth hardipanel1x4 trimbrick veneer
HARDI WATER RESISTIVEBARRIER
HARDI WATER RESISTIVEBARRIER
RAKE, BRICKVENEER WALL
mtl drip edge1x8 trim2x6 framingsmooth hardipanel1x4 trimhardipanel overfurring & WR barrier1x4 furring 16" oc typ.
RAKE, HARDIPANEL WALL
2x8 nailerpainted #2 SPF 1x10 fascia
6" alum guttersvented hardisoffit
1x6 frieze bd
gravel backfillspray waterproofing - min10 yr warrantymin. 1/4" protection board4" perf drain pipe with siltsock
block per struct dwgs
2x4 studs 16" oc1" airspace
5/8" type x gyp bd(inner layer can be 5/8" type
x dens glas)r13 batt insul
3/4" T&G ADVANTECH SUBFLRGGLUED & SCREWED TO JSTS
2X4 OPEN WEB FLR JSTS18" DEEP
fire retard trtd 5/8" plywd decking4' min. width cont strip adjacent tofirewalls - labels MUST be visiblefrom attic side
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
REVISION
PROJECT NO:
COPYRIGHT 6/28/17QUIRK DESIGNS
A15
/CA
D F
ILE
S/W
OR
K 2
016/
Cro
w 1
002
w tr
inity
16-
0/10
02 e
flat
.pln
Nor
ma
Cro
w10
02 W
est T
rinity
Lan
eN
ashv
ille,
TN
372
09
3D VIEWS
Tow
nhom
es
16-033
DATE: 6/28/17
Norma Crow1002 West Trinity Lane
Nashville, TN 37209
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