-
DRAWN BY:
SCALE:
SHEET NO.
OF
DISCLAIMER:
REVISION CHANGES:
SUBDIVISION COLLECTION:
PLOT DATE:
REV. NO. REV. DATE
THIS COPYRIGHTED DESIGN IS THESOLE PROPERTY OF TAYLOR MORRISONAND MAY NOT BE USED ORREPRODUCED WITHOUT THEEXPRESSED WRITTEN CONSENT OFTAYLOR MORRISON
CAUTION: ONLY A QUALIFIEDDESIGNER, ARCHITECT,CONTRACTOR OR STRUCTURALENGINEER SHOULD ATTEMPT TOMODIFY THIS PLAN.
AND M
AY N
OT B
E R
EPRODUCED, PUBLIS
HED O
R U
SED IN A
NY W
AY W
ITHOUT T
HE W
RIT
TEN P
ERMIS
SIO
N O
F T
AYLOR M
ORRIS
ON
C
COPYRIG
HT 2
014
TAYLOR M
ORRIS
ON -
-- T
HESE D
RAW
INGS A
ND ITS R
EPRODUCTIO
NS A
RE T
HE P
ROPERTY O
F t
ayl
or m
orriso
n
4400 N
orth
Point
Pkw
y., Suite
295
Atl
ant
a, GA 3
0339
Off
ice-
770.9
45.3
600
DESIGN CRITERIA:
2012 InternationalResidential Code withGeorgia Amendments
Roof: Live Load = 20 psfDead Load = 10 psfFloors: Live Load = 40 psf
Dead Load = 10 psf
Wind Speed = 90 mphMax. Height = 35'-0"
Townsend at Lenox ParkLot55-2120 Pembroke Drive
Atlanta, GA 30319
TYPE OF CONSTRUCTIONType V-B Residential
Conventional Light-FrameWood Construction
Non Sprinklered
OCCUPANCYCLASSIFICATION
Single FamilyHome-Attached
MORGAN IITerrace - 419 sf
1st Floor - 887 sf2nd Floor - 907 sf
Total - 2,213 sfGarage - 455 sf
AutoCAD SHX TextMORGAN II
AutoCAD SHX TextCOVER SHEET
AutoCAD SHX TextMHART
AutoCAD SHX TextNONE
AutoCAD SHX TextA0.0
AutoCAD SHX TextTHIS ELEVATION IS FOR ILLUSTRATIVE PURPOSES ONLY.
-
GRADEBEAM, TYP.
23'-8"
OVER 4" GRAVEL BASEOVER 10 MIL. POLY V.B.
TYPICAL SLAB ON GRADE
ON 95 % COMPACTED FILL
4" CONC. SLAB W/ 6x6 10/10 W.W.M.
OVER 4" GRAVEL BASEOVER 10 MIL. POLY V.B.
TYPICAL SLAB ON GRADE
ON 95 % COMPACTED FILL
4" CONC. SLAB W/ 6x6 10/10 W.W.M.
20'-3
1 2"
4'-0
"16
'-31 2"
17'-8
1 2"
GRADEBEAM, TYP.
18'-8"5'-0"1'-6"15'-8"1'-6"
6'-1012" 2'-8" 4'-3" 9'-1012"
3'-91 2
"13
'-11"
3'-1112"19'-9"
7'-2"7'-2"7'-2"
6"x6" PT.POST (TYP.)
23'6"x10' DECK ABOVE
SLO
PE 1
/8" P
ERFO
OT
FOOTING w/#4 REBAR EA. WAY,TYP.
18"x18"x12"
12'-0
"
12'0"x10'0"CONCRETE PATIO
12'-0" 10"
10'-0
"
SDS 7/8 X 23 ANCHORBOLT W/ SIMPSON HDU8 ,(6 PER UNIT)
SDS 7/8 X 23 ANCHORBOLT W/ SIMPSON HDU8 ,TYP.
WHWH
BRIC
K LE
DGE,
TYP
.
4'-0
"
REBAR EA. WAY,TYP.
15'-4
"12
'-0"
WH
UP 1
7RIS
ERS
W/ 1
0" T
READ
S
2 CAR GARAGE
9' CLG.CONC.
STORAGE
9' CLG.CONC.
16070 O.H. GARAGE DOOR
34"x60"SHOWER
BATH 39' CLG.
W.I.C.
23'-8"
8'-1" 6'-0"
14'-1" 9'-7"
4'-1012"
12'-5
"5'
-31 2"
16'-3
1 2"4'
-0"
5'-0" 18'-8"1'-6" 15'-8" 1'-6"
20'-3
1 2"
1'-912" 7'-912"
TWIN 3050
2468
2468
2668
2868 EXT.1HR. DR.
4'-312" 3'-912"
OPE
N TO
ABO
VE
STOR.
NOTE:58" TYPE X GYP. BRD. ON ALL
SURFACES OF GARAGE ADJACENTTO HEATED SPACES
OPT
.24
68
15'-0
1 2"
3'-4
"
WH
AT 12" O.C.
ALL LOAD BEARING WALLSTO BE 2x4 FRAMING
4068
S.O
.
5'-0
"
30681 LITE
EXT.DR.
WALL SEPARATING GARAGE ANDHEATED SPACE TO BE 7/16" OSB
SHEARWALL W/ 8d NAILS @ 4"O.C.TO ALL FRAMING - BLOCK HORIZ.
PANEL JOINTS, TYP.
2X6 WALL
2'-0
"
HOSEBIBB
HOSEBIBB
WH
23'6"x10' DECK ABOVE
12'x10' CONCRETE PATIO
34"x60"SHOWER
STORAGE9' CLG.CONC.
5'-0"
15'-9
1 2"4'
-0"
5'-31 2
"2'
-41 2"
5'-5
10'-6
1 2"
2468
4'-5
5'-5WH
23'6"x10' DECK ABOVE
GUEST. BDR.
9' CLG.
10'-5"
15'-312" 1'-9" 4'-2"
2668
DRAWN BY:
SCALE:
SHEET NO.
OF
DISCLAIMER:
REVISION CHANGES:
SUBDIVISION COLLECTION:
PLOT DATE:
REV. NO. REV. DATE
THIS COPYRIGHTED DESIGN IS THESOLE PROPERTY OF TAYLOR MORRISONAND MAY NOT BE USED ORREPRODUCED WITHOUT THEEXPRESSED WRITTEN CONSENT OFTAYLOR MORRISON
CAUTION: ONLY A QUALIFIEDDESIGNER, ARCHITECT,CONTRACTOR OR STRUCTURALENGINEER SHOULD ATTEMPT TOMODIFY THIS PLAN.
AND M
AY N
OT B
E R
EPRODUCED, PUBLIS
HED O
R U
SED IN A
NY W
AY W
ITHOUT T
HE W
RIT
TEN P
ERMIS
SIO
N O
F T
AYLOR M
ORRIS
ON
C
COPYRIG
HT 2
014
TAYLOR M
ORRIS
ON -
-- T
HESE D
RAW
INGS A
ND ITS R
EPRODUCTIO
NS A
RE T
HE P
ROPERTY O
F t
ayl
or m
orriso
n
4400 N
orth
Point
Pkw
y., Suite
295
Atl
ant
a, GA 3
0339
Off
ice-
770.9
45.3
600
SCA
LE:
SCA
LE:
Tow
nsen
d at
Len
ox P
ark
Lot5
5-21
20 P
embr
oke
Dri
veA
tlant
a, G
A 3
0319
AutoCAD SHX TextMORGAN II
AutoCAD SHX TextSLAB PLAN
AutoCAD SHX TextMHART
AutoCAD SHX TextAS NOTED
AutoCAD SHX TextA1.0
AutoCAD SHX TextSLAB PLAN
AutoCAD SHX Text1/8"=1'-0"
AutoCAD SHX TextTERRACE PLAN
AutoCAD SHX Text1/8"=1'-0"
-
Products
PlotID Length Product Plies Net Qty
BM1 18-00-00 1 3/4" x 16" (2.0E 3100) LVL 3 3
RIMBOARD DECK ATTACHMENT BY OTHERS
BM1
F01L
F01
F01
F01A
F01A
F01A
F01A
F01A
F01A
F01
F03
F03
F03
F02
F03
F05
F05
F05A
F05A
F05A
F05A
F05
F05
F05
F05
F04
F04
E
E
E
38-00-00
38-00-00
23-08-00
23-08-00
17-08-08
1-07-03
1-07-03
1-07-03
1-07-03
1-07-03
1-07-03
1-07-03
1-07-03
1-07-03
1-07-03
1-05-03
1-07-03
1-07-03
1-07-03
1-07-03
1-07-03
1-07-03
1-07-03
1-07-03
1-07-03
1-07-03
1-07-03
11-03
1-09-03
5-00-00
4-00-00
6-01-08
NOTES:
1) Builder to verify all dimensionsand truss spans.
2) All dimensions are from face ofstuds.
3) Dimensions are in ft.-in.-16th.
4) Do not erect truss backwards.
5) Cutting or drilling of chords isNOT allowed.
6) All walls shown on layoutassumed to be load bearing.
7) All jack truss are connectedper Toe-Nail detail.
8) Builder to insure truss layoutallows for plumbing.
9) Brace roof to stacking walls orwalls supported by beams. Noadditional loads may be appliedto floor system.
Roof Area : = 1076.05
HANGERS
SYMBOL TYPE QTY
A HUS26 0
B THDH26-2 0
C THDH410 0
D MSH422 0
E HUS410 12
F HJC26 0
G NA 0
H NA 0
ACADIA AT LENOX PARK
MORGAN - B
UNIT 55 1ST FLOOR
20-10-10
40-10-5
24" O.C
.IR
C 2012
12/12/2016
NTS
RGR
ShopDrawingApproval
THIS
LAYOUTIS
THE
SOLE
SOURCE
FOR
FABRIC
ATIO
NOFTRUSSES
AND
VOID
SALLPREVIO
US
ARCHITECTURALOR
OTHER
TRUSS
LAYOUTS.REVIEW
AND
APPROVALOFTHIS
LAYOUTMUST
BE
RECEIVED
BEFORE
ANY
TRUSSES
WILLBE
BUILT.BY
SIG
NIN
GIAM
VERIFYIN
GALL
CONDITIO
NS
TO
INSURE
AGAIN
STCHANGES
THATWILLRESULTIN
EXTRA
CHARGES.
BACKCHARGES
WILLNOTBE
ACCEPTED
WITHOUTPRIO
RAPPROVALBY
PROBUILD
WITHIN
48
HOURS
OFDELIVERY.
THIS
ISA
TRUSS
PLACEMENTDIAGRAM
ONLY.Thesetrussesare
designedasindividualbuild
ing
components
tobeincorporatedinto
thebuild
ingdesignatthespecificationofthebuild
ingdesigner.See
individualdesignsheets
foreachtrussdesignidentifiedontheplacementdrawing.Thebuild
ingdesigneris
responsible
fortemporary
andperm
anentbracingoftheroofandfloorsystem
andfortheoverallstructure.
Thedesignofthetrusssupportstructure
includingheaders,beams,walls,andcolumnsis
theresponsibility
ofthebuild
ingdesigner.Forgeneralguidanceregardingbracing,consult"B
racingofWoodTrusses"
availa
ble
from
theTrussPlate
Institute,583D'OnifrioDrive,M
adison,WI53179.
________________________________________
____________________________
ApprovedBy
Date
JobNumber
Norcross:770813-2200
VillaRica:678-785-3915
Visitusat:www.bldr.com
Scale
Date
DrawnBy
RoofLoading
Address/Lot
Customer
Spacing
Code
FloorLoading
Model
-
FOYER10' CLG.
PA
NTR
Y4 S
HLV
S.
2'-8"
4'-1
01 2"8'
-6"
2'-8"
WALLOVEN
4'-0
"
FAMILY ROOM
10' CLG.
FOYER10' CLG.
DINING ROOM
10' CLG.
23'-8"
UP 7
R W
/10
" TRE
ADS
KITCHEN10' CLG.
BREAKFAST
10' CLG.
PWDR9' CLG.
16'-1
1"
2'-0
"
23'-8
1 2"10
'-31 2"
4'-1
0"
3'-31 2
"
6'-912"8'-9"
23'6"x10' DECK
5'-0"
8'-112"
15'-0
1 2"
19'-4
1 2"4'
-4"
TWIN
306
0
2'-10"3'-7"
28681 LITEEXT. DR. W/12" TRANS
TWIN 3060
5'-0"
6'-0"2'-0"10'-8"
5'-31 2
"5'
-0"
4'-41 2
"6'
-31 2"
4'-41 2
"
36" DIRECT VENTFIREPLACE
3080EXT. DR.3/4 LITEw/3030TRANS.
11" FLUSHOVERHANGW/ 2 POSTS WALL
OVEN
UP 1
8 RI
SERS
W/ 1
0" T
READ
SDN
17
RISE
RSW
/ 10"
TRE
ADS
OPE
N RA
IL, T
YP.
3'-71 2
"
7'-91 2
"3'
-4"
OPE
N TO
BEL
OW
2'-0
"
9"
2'-312"4'-112"
1'-1112"
PANTRYCABINET
3'-512"
2480
5'-1
01 2"4'
-2"
9'-0
"4'
-21 2"
8" 11'-7" 6'-5"
OPE
N RA
IL, T
YP.
8"10
'-0"
4'-0
"
FURR OUTW/ 2X6
14'-1112"2'-312"
OPT. BUILT-INBOOKSHELVES
18'-8"4'-912"3'-012"3'-012"3'-012"4'-912"
1'-012" 3'-4" 11"
2860286028602860
DRAWN BY:
SCALE:
SHEET NO.
OF
DISCLAIMER:
REVISION CHANGES:
SUBDIVISION COLLECTION:
PLOT DATE:
REV. NO. REV. DATE
THIS COPYRIGHTED DESIGN IS THESOLE PROPERTY OF TAYLOR MORRISONAND MAY NOT BE USED ORREPRODUCED WITHOUT THEEXPRESSED WRITTEN CONSENT OFTAYLOR MORRISON
CAUTION: ONLY A QUALIFIEDDESIGNER, ARCHITECT,CONTRACTOR OR STRUCTURALENGINEER SHOULD ATTEMPT TOMODIFY THIS PLAN.
AND M
AY N
OT B
E R
EPRODUCED, PUBLIS
HED O
R U
SED IN A
NY W
AY W
ITHOUT T
HE W
RIT
TEN P
ERMIS
SIO
N O
F T
AYLOR M
ORRIS
ON
C
COPYRIG
HT 2
014
TAYLOR M
ORRIS
ON -
-- T
HESE D
RAW
INGS A
ND ITS R
EPRODUCTIO
NS A
RE T
HE P
ROPERTY O
F t
ayl
or m
orriso
n
4400 N
orth
Point
Pkw
y., Suite
295
Atl
ant
a, GA 3
0339
Off
ice-
770.9
45.3
600
SCA
LE:
Tow
nsen
d at
Len
ox P
ark
Lot5
5-21
20 P
embr
oke
Dri
veA
tlant
a, G
A 3
0319
AutoCAD SHX TextMORGAN II
AutoCAD SHX Text1ST FLOOR PLAN
AutoCAD SHX TextMHART
AutoCAD SHX TextAS NOTED
AutoCAD SHX TextA1.1
AutoCAD SHX Text1ST FLOOR PLAN
AutoCAD SHX Text1/8"=1'-0"
-
Products
PlotID Length Product Plies Net Qty
BM1 16-00-00 1 3/4" x 16" (2.0E 3100) LVL 2 2
BM2 6-00-00 1 3/4" x 16" (2.0E 3100) LVL 2 2
BM1
BM2 F06L
F06
F06
F06
F06
F06
F06
F06
F06
F06F06
F06
F06
F06
F06
F07
F08LF07
F07
F07
F07
F07
F07
F07
F07
F07
F07L
E
E
38-10-00
10-00
38-00-00
38-10-00
5-03-08 18-04-08
23-08-00
23-08-00
4-00
1-07-03
1-07-03
1-07-03
1-07-03
1-07-03
1-07-03
1-07-03
1-07-03
1-07-03
1-08-03
1-07-03
1-07-03
1-07-03
1-07-03
1-07-03
1-05-03
8-03
1-07-03
1-07-03
1-07-03
1-07-03
1-07-03
1-07-03
NOTES:
1) Builder to verify all dimensionsand truss spans.
2) All dimensions are from face ofstuds.
3) Dimensions are in ft.-in.-16th.
4) Do not erect truss backwards.
5) Cutting or drilling of chords isNOT allowed.
6) All walls shown on layoutassumed to be load bearing.
7) All jack truss are connectedper Toe-Nail detail.
8) Builder to insure truss layoutallows for plumbing.
9) Brace roof to stacking walls orwalls supported by beams. Noadditional loads may be appliedto floor system.
Roof Area : = 1076.05
HANGERS
SYMBOL TYPE QTY
A HUS26 0
B THDH26-2 0
C THDH410 0
D MSH422 0
E HUS410 9
F HJC26 0
G NA 0
H NA 0
ACADIA AT LENOX PARK
MORGAN - B
UNIT 55 - 2ND FLOOR
20-10-10
40-10-5
24" O.C
.IR
C 2012
12/12/2016
NTS
RGR
ShopDrawingApproval
THIS
LAYOUTIS
THE
SOLE
SOURCE
FOR
FABRIC
ATIO
NOFTRUSSES
AND
VOID
SALLPREVIO
US
ARCHITECTURALOR
OTHER
TRUSS
LAYOUTS.REVIEW
AND
APPROVALOFTHIS
LAYOUTMUST
BE
RECEIVED
BEFORE
ANY
TRUSSES
WILLBE
BUILT.BY
SIG
NIN
GIAM
VERIFYIN
GALL
CONDITIO
NS
TO
INSURE
AGAIN
STCHANGES
THATWILLRESULTIN
EXTRA
CHARGES.
BACKCHARGES
WILLNOTBE
ACCEPTED
WITHOUTPRIO
RAPPROVALBY
PROBUILD
WITHIN
48
HOURS
OFDELIVERY.
THIS
ISA
TRUSS
PLACEMENTDIAGRAM
ONLY.Thesetrussesare
designedasindividualbuild
ing
components
tobeincorporatedinto
thebuild
ingdesignatthespecificationofthebuild
ingdesigner.See
individualdesignsheets
foreachtrussdesignidentifiedontheplacementdrawing.Thebuild
ingdesigneris
responsible
fortemporary
andperm
anentbracingoftheroofandfloorsystem
andfortheoverallstructure.
Thedesignofthetrusssupportstructure
includingheaders,beams,walls,andcolumnsis
theresponsibility
ofthebuild
ingdesigner.Forgeneralguidanceregardingbracing,consult"B
racingofWoodTrusses"
availa
ble
from
theTrussPlate
Institute,583D'OnifrioDrive,M
adison,WI53179.
________________________________________
____________________________
ApprovedBy
Date
JobNumber
Norcross:770813-2200
VillaRica:678-785-3915
Visitusat:www.bldr.com
Scale
Date
DrawnBy
RoofLoading
Address/Lot
Customer
Spacing
Code
FloorLoading
Model
-
OWNER'SSUITE
TRAY CLG.
BATH 2
8' CLG.
BEDROOM 2
TRAY CLG.
W.I.C.8' CLG.
2868
(3)3050
2040
(2)1668
2468
2668
3050
2850
OWNER'SBATH8' CLG.
92"X42"SHOWER
PAN
SEAT
3050
OPE
N RA
IL
25.5
"x54.
5"PD
S
(2)1
668
DN 1
8RIS
ERS
W/ 1
0" T
READ
S
LAUNDRY
8' CLG.
2868
LI
NEN
4 S
H.
LAUNDRY
8' CLG.
2068 MEC
H.CH
ASE
W.I.C.8' CLG.
2468
2468
3050 3050 3050
23'-8"6'-112"17'-612"
6'-6" 3'-412" 3'-412" 4'-312"
14'-9
"
12'-4
"
13'-5
"16
'-1"
8'-6
"
4'-5
"
9'-6
"3'
-31 2"
7'-81 2
"4'
-71 2"
6'-1"
3'-4" 2'-912"
7'-10"
6'-91 2
"9'
-31 2"
5'-312"
4'-312"
2'-1
"11
'-4"
8'-1
11 2"3'
-11"
8'-4"5'-612"
3'-8" 3'-4" 2'-912"
3'-7
"
7'-4
"
13'-912"
2X6
WALL
23'-8"
12'-112" 11'-612"
4'-2"2'-2"5'-2" 5'-2"3'-11" 3'-0"
1'-712"3'-1112"
42" KNEEWALL
2X6
WAL
L
8' CLG.HGT.
8' CLG.HGT.
5'-0"
BATH 2
4'-0
"6'
-3"
7'-6
"
1'-8
" CHASE
4'-7
92"X42"SHOWER
PAN
SEAT
2X6
WAL
L2X
6 W
ALL
1'-1012"
DRAWN BY:
SCALE:
SHEET NO.
OF
DISCLAIMER:
REVISION CHANGES:
SUBDIVISION COLLECTION:
PLOT DATE:
REV. NO. REV. DATE
THIS COPYRIGHTED DESIGN IS THESOLE PROPERTY OF TAYLOR MORRISONAND MAY NOT BE USED ORREPRODUCED WITHOUT THEEXPRESSED WRITTEN CONSENT OFTAYLOR MORRISON
CAUTION: ONLY A QUALIFIEDDESIGNER, ARCHITECT,CONTRACTOR OR STRUCTURALENGINEER SHOULD ATTEMPT TOMODIFY THIS PLAN.
AND M
AY N
OT B
E R
EPRODUCED, PUBLIS
HED O
R U
SED IN A
NY W
AY W
ITHOUT T
HE W
RIT
TEN P
ERMIS
SIO
N O
F T
AYLOR M
ORRIS
ON
C
COPYRIG
HT 2
014
TAYLOR M
ORRIS
ON -
-- T
HESE D
RAW
INGS A
ND ITS R
EPRODUCTIO
NS A
RE T
HE P
ROPERTY O
F t
ayl
or m
orriso
n
4400 N
orth
Point
Pkw
y., Suite
295
Atl
ant
a, GA 3
0339
Off
ice-
770.9
45.3
600
SCA
LE:
Tow
nsen
d at
Len
ox P
ark
Lot5
5-21
20 P
embr
oke
Dri
veA
tlant
a, G
A 3
0319
AutoCAD SHX TextMORGAN II
AutoCAD SHX Text2ND. FLOOR PLAN
AutoCAD SHX TextMHART
AutoCAD SHX TextAS NOTED
AutoCAD SHX TextA1.3
AutoCAD SHX Text2ND FLOOR PLAN
AutoCAD SHX Text1/8"=1'-0"
-
25
.5x
54HVAC PLATFORM
T0
1G
T0
1
T0
1A
T0
1A
T0
1A
T0
1A
T0
1B
T0
1B
T0
1G
T0
1D
T0
1C
T0
1C
T0
1C
T0
1B
38
-00
-00
38
-00
-00
23-08-00
23-08-00
2-0
0-0
0
2-0
0-0
0
2-0
0-0
0
2-0
0-0
0
2-0
0-0
0
2-0
0-0
0
2-0
0-0
0
3-0
8
2-0
3-0
0
1-0
0-0
0
2-0
0-0
0
2-0
0-0
0
2-0
0-0
0
NOTES:
1) Builder to verify all dimensionsand truss spans.
2) All dimensions are from face ofstuds.
3) Dimensions are in ft.-in.-16th.
4) Do not erect truss backwards.
5) Cutting or drilling of chords isNOT allowed.
6) All walls shown on layoutassumed to be load bearing.
7) All jack truss are connectedper Toe-Nail detail.
8) Builder to insure truss layoutallows for plumbing.
9) Brace roof to stacking walls orwalls supported by beams. Noadditional loads may be appliedto floor system.
Roof Area : = 1076.05
HANGERS
SYMBOL TYPE QTY
A HUS26 0
B THDH26-2 0
C THDH410 0
D MSH422 0
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-
6:12 SLOPEASPHALT SHINGLES
BRICK VENEER,TYP.
BRICKSTEPS
10'-1
"8'
-1"
9'-1
"
7'-1
1"6'
-11"
6'-1
1"
11'-0
"5'
-2"
7'-6"10'-8"7'-6"
1ST FLR.
PLATE2ND FLR.
TERRACE
HDR. HGT.
HDR. HGT.
PLATE
PLATEHDR. HGT.
3:12 SLOPEASPHALT SHINGLES
DECORATIVE CORBEL @ 24"O.C.- FYPON 8x12x3 OR
SIMILAR, TYP.
8" FREIZE W/ 4" CROWN,TYP.
2030/3030/2030 FX.WINDOW, TYP.
BRICK JACK ARCH W,STONE KEY, TYP.
12" PLANK SHUTTERS,TYP.
STONE VENEER,TYP.
METAL EYEBROW,TYP.
1'-4
3/4
"1'
-4 3
/4"
6" FASCIA BRD., TYP.
DRAWN BY:
SCALE:
SHEET NO.
OF
DISCLAIMER:
REVISION CHANGES:
SUBDIVISION COLLECTION:
PLOT DATE:
REV. NO. REV. DATE
THIS COPYRIGHTED DESIGN IS THESOLE PROPERTY OF TAYLOR MORRISONAND MAY NOT BE USED ORREPRODUCED WITHOUT THEEXPRESSED WRITTEN CONSENT OFTAYLOR MORRISON
CAUTION: ONLY A QUALIFIEDDESIGNER, ARCHITECT,CONTRACTOR OR STRUCTURALENGINEER SHOULD ATTEMPT TOMODIFY THIS PLAN.
AND M
AY N
OT B
E R
EPRODUCED, PUBLIS
HED O
R U
SED IN A
NY W
AY W
ITHOUT T
HE W
RIT
TEN P
ERMIS
SIO
N O
F T
AYLOR M
ORRIS
ON
C
COPYRIG
HT 2
014
TAYLOR M
ORRIS
ON -
-- T
HESE D
RAW
INGS A
ND ITS R
EPRODUCTIO
NS A
RE T
HE P
ROPERTY O
F t
ayl
or m
orriso
n
4400 N
orth
Point
Pkw
y., Suite
295
Atl
ant
a, GA 3
0339
Off
ice-
770.9
45.3
600
SCALE:
Tow
nsen
d at
Len
ox P
ark
Lot5
5-21
20 P
embr
oke
Dri
veA
tlant
a, G
A 3
0319
AutoCAD SHX TextMORGAN II
AutoCAD SHX TextFRONT ELEVATION
AutoCAD SHX TextMHART
AutoCAD SHX TextA1.4
AutoCAD SHX TextFRONT ELEVATION
AutoCAD SHX Text3/16"=1'-0"
-
10'-1
"8'
-1"
1ST FLR.
PLATE
PLATE
9'-1
"
7'-1
1"6'
-11"
2ND FLR.
TERRACE
HDR. HGT.
HDR. HGT.
6'-1
1"
HDR. HGT.
PLATE
FIBER CEMENTSIDING, TYP.
12
6
12
6
P.T. DECK
6'-0" HIGHPANEL
BEYOND
DECK RAILPER CODE
6x6 PT POST
BRICK VENEER, TYP.
12
3
FIBER CEMENTSIDING, TYP.
DELETE WINDOW W/DUAL MASTER OPTION
DRAWN BY:
SCALE:
SHEET NO.
OF
DISCLAIMER:
REVISION CHANGES:
SUBDIVISION COLLECTION:
PLOT DATE:
REV. NO. REV. DATE
THIS COPYRIGHTED DESIGN IS THESOLE PROPERTY OF TAYLOR MORRISONAND MAY NOT BE USED ORREPRODUCED WITHOUT THEEXPRESSED WRITTEN CONSENT OFTAYLOR MORRISON
CAUTION: ONLY A QUALIFIEDDESIGNER, ARCHITECT,CONTRACTOR OR STRUCTURALENGINEER SHOULD ATTEMPT TOMODIFY THIS PLAN.
AND M
AY N
OT B
E R
EPRODUCED, PUBLIS
HED O
R U
SED IN A
NY W
AY W
ITHOUT T
HE W
RIT
TEN P
ERMIS
SIO
N O
F T
AYLOR M
ORRIS
ON
C
COPYRIG
HT 2
014
TAYLOR M
ORRIS
ON -
-- T
HESE D
RAW
INGS A
ND ITS R
EPRODUCTIO
NS A
RE T
HE P
ROPERTY O
F t
ayl
or m
orriso
n
4400 N
orth
Point
Pkw
y., Suite
295
Atl
ant
a, GA 3
0339
Off
ice-
770.9
45.3
600
SCALE:
Tow
nsen
d at
Len
ox P
ark
Lot5
5-21
20 P
embr
oke
Dri
veA
tlant
a, G
A 3
0319
AutoCAD SHX TextMORGAN II
AutoCAD SHX TextLEFT ELEVATION (END)
AutoCAD SHX TextMHART
AutoCAD SHX Text1/8"=1'-0"
AutoCAD SHX TextA1.5
AutoCAD SHX TextLEFT ELEVATION (END UNIT)
AutoCAD SHX Text1/8"=1'-0"
-
10'-1
"8'
-1"
1ST FLR.
PLATE
PLATE
9'-1
"
7'-1
1"6'
-11"
2ND FLR.
TERRACE
HDR. HGT.
HDR. HGT.
6'-1
1"
HDR. HGT.
PLATE
1'-4
3/4
"1'
-4 3
/4"
FIBER CEMENTSIDING, TYP.
P.T. DECKPOST
DECK RAILPER CODE
6x6 PT
BRICK VENEERWATER TABLE, TYP.
FIBER CEMENTSIDING, TYP.
6:12 SLOPEASPHALT SHINGLES
1'-4
" O.H
.AT
FRO
NT
6" O.H.AT SIDES
6:12
1'-0
" O.H
.AT
REA
R
MAIN RIDGE
6:12
4:12
HVACPLATFORM
4:12
PLATFORM
DRAWN BY:
SCALE:
SHEET NO.
OF
DISCLAIMER:
REVISION CHANGES:
SUBDIVISION COLLECTION:
PLOT DATE:
REV. NO. REV. DATE
THIS COPYRIGHTED DESIGN IS THESOLE PROPERTY OF TAYLOR MORRISONAND MAY NOT BE USED ORREPRODUCED WITHOUT THEEXPRESSED WRITTEN CONSENT OFTAYLOR MORRISON
CAUTION: ONLY A QUALIFIEDDESIGNER, ARCHITECT,CONTRACTOR OR STRUCTURALENGINEER SHOULD ATTEMPT TOMODIFY THIS PLAN.
AND M
AY N
OT B
E R
EPRODUCED, PUBLIS
HED O
R U
SED IN A
NY W
AY W
ITHOUT T
HE W
RIT
TEN P
ERMIS
SIO
N O
F T
AYLOR M
ORRIS
ON
C
COPYRIG
HT 2
014
TAYLOR M
ORRIS
ON -
-- T
HESE D
RAW
INGS A
ND ITS R
EPRODUCTIO
NS A
RE T
HE P
ROPERTY O
F t
ayl
or m
orriso
n
4400 N
orth
Point
Pkw
y., Suite
295
Atl
ant
a, GA 3
0339
Off
ice-
770.9
45.3
600
SCALE:SCALE:
Tow
nsen
d at
Len
ox P
ark
Lot5
5-21
20 P
embr
oke
Dri
veA
tlant
a, G
A 3
0319
AutoCAD SHX TextMORGAN II
AutoCAD SHX TextROOF AND REAR ELEV.
AutoCAD SHX TextMHART
AutoCAD SHX Text1/8"=1'-0"
AutoCAD SHX TextA1.7A
AutoCAD SHX TextREAR ELEVATION
AutoCAD SHX Text1/8"=1'-0"
AutoCAD SHX TextROOF PLAN
AutoCAD SHX Text1/8"=1'-0"
-
GENERAL REQUIREMENTS
1. Lumber shall be naturally durable wood or shall be southern pine, grade #2 or better that is pressure-preservative-treated in accordance with AWPA U1 for the species, product, preservative and end use. Field cut ends, notches and drilled holes of preservative treated wood shall be treated in the field in accordance with AWPA M4. Preservative- treated lumber in contact with the ground shall be rated as “ground-contact.” Please note: not all treated lumber is rated for ground contact.
2. Wood-plastic composites are composed of bound wood and plastic fibers creating material that can be used as decking and guard elements as permitted herein. Permissible wood-plastic composites must bear a label indicating its performance criteria and compliance with ASTM D 7032.
3. Nails shall be ring-shanked or annular grooved.
4. Screws and nails shall be hot-dipped galvanized, stainless steel or approved for use with pressure treated lumber.
5. Hardware, e.g., joist hangers, cast-in-place post anchors, mechanical fasteners, shall be galvanized with 1.85 oz/sf of zinc (G-185 coating) or shall be stainless steel. Use products such as “Zmax” from Simpson Strong-Tie or “Triple Zinc” and “Gold Coat” from USP.
6. Electrical receptacles for decks shall comply with the currently approved edition of the National Electrical Code.
7. Lighting for decks and exterior stairs shall comply with IRC 303.7 Stairway Illumination.
SECTION blocking
hold-downanchor, typical
guardpost
GUARD POST -TO-OUTSIDE JOIST DETAIL
beam joist hanger
existing house wall
joist
joist hanger
postbeyond
ledgerboard
joist span
FIGURE 3: JOIST SPAN - JOISTS ATTACHED TO SIDE OF BEAM
guard
joists
postjoist-to-beamconnection
rim joist
guard postattachment
beam
ledger boardattachment toexisting house
existing housefloor construction
ledger boardfasteners
decking
post-to-beamconnection
hartwinStamp
hartwinTypewritten Text
hartwinTypewritten Text
hartwinTypewritten Text10'X23' DECK PLAN
MichaelTypewritten TextTownsend @ Lenox Park Typical Deck Detail
MichaelTypewritten Text
MichaelTypewritten Text30"x30"x12"footing w/#4rebar each way,typ.
MichaelTypewritten Text
-
2 CAR GARAGE
STORAGE
BATH 3
W.I.C.
STOR.
STORAGE
GUEST. BDR.
KITCHEN
FOYER
PA
NTR
Y
FAMILY ROOM
FOYER
DINING ROOM
KITCHEN
BREAKFAST
PWDR
OWNER'SSUITE
BATH 2 BEDROOM 2
W.I.C.
OWNER'SBATH
LAUNDRY
LI
NEN
LAUNDRY
W.I.C.
DRAWN BY:
SCALE:
SHEET NO.
OF
DISCLAIMER:
REVISION CHANGES:
SUBDIVISION COLLECTION:
PLOT DATE:
REV. NO. REV. DATE
THIS COPYRIGHTED DESIGN IS THESOLE PROPERTY OF TAYLOR MORRISONAND MAY NOT BE USED ORREPRODUCED WITHOUT THEEXPRESSED WRITTEN CONSENT OFTAYLOR MORRISON
CAUTION: ONLY A QUALIFIEDDESIGNER, ARCHITECT,CONTRACTOR OR STRUCTURALENGINEER SHOULD ATTEMPT TOMODIFY THIS PLAN.
AND M
AY N
OT B
E R
EPRODUCED, PUBLIS
HED O
R U
SED IN A
NY W
AY W
ITHOUT T
HE W
RIT
TEN P
ERMIS
SIO
N O
F T
AYLOR M
ORRIS
ON
C
COPYRIG
HT 2
014
TAYLOR M
ORRIS
ON -
-- T
HESE D
RAW
INGS A
ND ITS R
EPRODUCTIO
NS A
RE T
HE P
ROPERTY O
F t
ayl
or m
orriso
n
4400 N
orth
Point
Pkw
y., Suite
295
Atl
ant
a, GA 3
0339
Off
ice-
770.9
45.3
600
SCALE:SCALE:SCALE:
Tow
nsen
d at
Len
ox P
ark
Lot5
5-21
20 P
embr
oke
Dri
veA
tlant
a, G
A 3
0319
AutoCAD SHX TextAUTOMATIC GARAGE DOOR OPENER OUTLET
AutoCAD SHX TextCARBON MONOXIDE DETECTOR
AutoCAD SHX TextSMOKE DETECTOR
AutoCAD SHX TextDOOR BELL BUTTON
AutoCAD SHX TextCEILING MOUNTED FAN - EXHAUST
AutoCAD SHX TextCEILING MOUNTED FAN - PADDLE
AutoCAD SHX TextEXTERIOR CAST ALUMINUM FLOOD LIGHTS
AutoCAD SHX TextRECESSED CEILING LIGHT FIXTURE
AutoCAD SHX TextPENDANT MOUNTED LIGHT FIXTURE
AutoCAD SHX TextWALL BRACKET MOUNTED LIGHT FIXTURE
AutoCAD SHX TextCEILING MOUNTED LIGHT FIXTURE
AutoCAD SHX Text3-WAY WALL SWITCH
AutoCAD SHX Text4-WAY WALL SWITCH
AutoCAD SHX TextSINGLE POLE WALL SWITCH
AutoCAD SHX TextDOOR CHIME LOCATION
AutoCAD SHX TextTELEPHONE OUTLET LOCATION
AutoCAD SHX TextTELEVISION ANTENNA/CABLE OUTLET
AutoCAD SHX Text220 VOLT OUTLET OR CONNECTION
AutoCAD SHX TextFLUSH FLOOR WALL SWITCH CONTROLLED
AutoCAD SHX TextABOVE COUNTER LOCATION
AutoCAD SHX TextWALL SWITCH CONTROLLED DUPLEX OUTLET (W.S.C.)
AutoCAD SHX TextWEATHER PROOF DUPLEX OUTLET (GFI)
AutoCAD SHX TextDUPLEX OUTLET (GROUNDED TYPE)
AutoCAD SHX TextELECTRICAL LEGEND
AutoCAD SHX TextDESCRIPTION
AutoCAD SHX TextSYMBOL
AutoCAD SHX TextKEYLESS CEILING MOUNTED LIGHT FIXTURE
AutoCAD SHX TextNOTE: 1. ALL WALL OUTLETS MOUNTED
AutoCAD SHX TextAT +22" A.F.F. (U.N.O.)
AutoCAD SHX Text2. ALL WALL SWITCHES MOUNTED
AutoCAD SHX TextAT +50" A.F.F. (U.N.O.)
AutoCAD SHX Text2' x 4' FLUORESCENT LIGHT
AutoCAD SHX TextGROUND FAULT INTERCEPT ABOVE COUNTER
AutoCAD SHX TextGROUND FAULT INTERCEPT
AutoCAD SHX TextGFI
AutoCAD SHX Text+42/GFI
AutoCAD SHX Text+42
AutoCAD SHX TextGDO
AutoCAD SHX TextPB
AutoCAD SHX TextT.V.
AutoCAD SHX Text3
AutoCAD SHX Text4
AutoCAD SHX TextCHIMES
AutoCAD SHX TextPHONE
AutoCAD SHX TextFL.
AutoCAD SHX Text220V
AutoCAD SHX TextWP/GFI
AutoCAD SHX TextS
AutoCAD SHX TextWIRE & BRACE
AutoCAD SHX TextFOR FAN
AutoCAD SHX TextM
AutoCAD SHX TextR
AutoCAD SHX TextP
AutoCAD SHX TextK
AutoCAD SHX TextDBL.
AutoCAD SHX TextFLOODS
AutoCAD SHX TextS
AutoCAD SHX TextS
AutoCAD SHX TextS
AutoCAD SHX TextWP/ GFI
AutoCAD SHX TextS
AutoCAD SHX TextS
AutoCAD SHX TextGDO
AutoCAD SHX TextGFI
AutoCAD SHX TextS
AutoCAD SHX TextS
AutoCAD SHX TextS
AutoCAD SHX TextS
AutoCAD SHX TextS
AutoCAD SHX TextS
AutoCAD SHX Text3
AutoCAD SHX Text3
AutoCAD SHX Text3
AutoCAD SHX TextS
AutoCAD SHX TextTO SWITCH ABV.
AutoCAD SHX TextS
AutoCAD SHX TextGFI
AutoCAD SHX TextS
AutoCAD SHX TextELEC. PANEL W/ REBAR GROUND
AutoCAD SHX TextS
AutoCAD SHX TextS
AutoCAD SHX TextS
AutoCAD SHX Text3
AutoCAD SHX TextGFI +42"
AutoCAD SHX TextGFI +42"
AutoCAD SHX TextR
AutoCAD SHX TextR
AutoCAD SHX TextR
AutoCAD SHX TextR
AutoCAD SHX TextR
AutoCAD SHX TextGFI +42"
AutoCAD SHX TextS
AutoCAD SHX TextTO DISP.
AutoCAD SHX TextTO FIXTURE ABOVE
AutoCAD SHX TextGFI +42"
AutoCAD SHX TextGFI
AutoCAD SHX TextR
AutoCAD SHX TextS
AutoCAD SHX TextS
AutoCAD SHX TextS
AutoCAD SHX TextS
AutoCAD SHX TextS
AutoCAD SHX TextS
AutoCAD SHX TextWP/ GFI
AutoCAD SHX TextWIRE & BRACE FOR FAN
AutoCAD SHX TextS
AutoCAD SHX TextWP/ GFI
AutoCAD SHX TextFL
AutoCAD SHX TextS
AutoCAD SHX TextTO FIXTURE BELOW
AutoCAD SHX TextS
AutoCAD SHX TextS
AutoCAD SHX Text3
AutoCAD SHX Text3
AutoCAD SHX Text3
AutoCAD SHX TextS
AutoCAD SHX TextS
AutoCAD SHX TextS
AutoCAD SHX Text3
AutoCAD SHX TextS
AutoCAD SHX TextGFI
AutoCAD SHX TextGFI
AutoCAD SHX TextFL
AutoCAD SHX TextWIRE & BRACE FOR FAN
AutoCAD SHX TextS
AutoCAD SHX TextS
AutoCAD SHX TextGFI
AutoCAD SHX TextS
AutoCAD SHX TextS
AutoCAD SHX TextTO SWITCH BELOW
AutoCAD SHX TextS
AutoCAD SHX TextS
AutoCAD SHX TextS
AutoCAD SHX TextS
AutoCAD SHX TextS
AutoCAD SHX TextS
AutoCAD SHX Text3
AutoCAD SHX TextS
AutoCAD SHX TextS
AutoCAD SHX TextS
AutoCAD SHX TextM
AutoCAD SHX TextS
AutoCAD SHX TextS
AutoCAD SHX TextR
AutoCAD SHX TextGFI
AutoCAD SHX TextGFI
AutoCAD SHX TextR
AutoCAD SHX Text220V
AutoCAD SHX TextS
AutoCAD SHX TextS
AutoCAD SHX TextR
AutoCAD SHX Text220V
AutoCAD SHX TextMORGAN II
AutoCAD SHX TextELECTRICAL PLAN
AutoCAD SHX TextMHART
AutoCAD SHX Text1/8"=1'-0"
AutoCAD SHX TextE0.1
AutoCAD SHX TextTERRACE ELECTRICAL
AutoCAD SHX Text1/8"=1'-0"
AutoCAD SHX Text1ST FLOOR ELECTRICAL
AutoCAD SHX Text1/8"=1'-0"
AutoCAD SHX Text2ND FLOOR ELECTRICAL
AutoCAD SHX Text1/8"=1'-0"
AutoCAD SHX Text3 BEDROOM PLAN
Sheets and ViewsTALP_MORGAN_LOT 55-A0.0TALP_MORGAN_LOT 55-A1.0TALP_MORGAN_LOT 55-A1.1TALP_MORGAN_LOT 55-A1.3TALP_MORGAN_LOT 55-A1.4TALP_MORGAN_LOT 55-A1.5TALP_MORGAN_LOT 55-A1.7TALP_MORGAN_LOT 55-E0.1