Elevation A - WordPress.com · 2016-09-26 · front elevation. a1.4a. roof & rear elevation. a1.7a....
Transcript of Elevation A - WordPress.com · 2016-09-26 · front elevation. a1.4a. roof & rear elevation. a1.7a....
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 A
CADIA
HOMES A
ND N
EIG
HBORHOODS
C C
OPYRIG
HT 2
016
TAYLOR M
ORRIS
ON -
-- T
HESE D
RAW
INGS A
ND ITS R
EPRODUCTIO
NS A
RE T
HE P
ROPERTY O
F T
AYLOR M
ORRIS
ON
210
0 P
ower
s Fer
ry R
oad, S
uite
300
Atl
ant
a, GA 3
0339
Off
ice-
770.3
19.7
424
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"
Elevation "A"
Townsend at Toco HillsLot11-1932 Townsend Court
Atlanta, GA 30329
TYPE OF CONSTRUCTIONType V-B Residential
Conventional Light-FrameWood Construction
Non Sprinklered
OCCUPANCYCLASSIFICATION
Single FamilyHome-Attached
BEDFORD IITerrace - 419 sf
1st Floor - 887 sf2nd Floor - 907 sf
Total - 2,213 sfGarage - 455 sf
09/22/2016
34"x60"SHOWER
STORAGE
9' CLG.CONC.
BATH 39' CLG.
MEDIA RM.
5'-0"
15'-9
1 2"4'
-0"
5'-31 2"
2'-41 2"
5'-512"
10'-6
1 2"
2468
4'-512"
5'-512"WH
16070 O.H. GARAGE DOOR
19'-9
1 2"7'
-1"
11'-1
1 2"
3'-8"
1'-6"
NOTE:58" TYPE X GYP. BRD. ON ALLSURFACES OF GARAGE ADJACENTTO HEATED SPACES
3050
WALL SEPARATING GARAGE ANDHEATED SPACE TO BE SHEARWALL:7/16" OSB W/ 10d NAILS @ 4"O.C.BLOCK HORIZ. PANEL JOINTS, TYP.
UP 1
7RIS
ERS
W/ 1
0" T
READ
S
2 CAR GARAGE
9' CLG.CONC.
GUEST. BDR.
9' CLG.
16070 O.H. GARAGE DOOR
34"x60"SHOWER
BATH 39' CLG.
W.I.C.9' CLG.
23'-8"
8'-1"5'-1012"
13'-1112"9'-812"
4'-1012"10'-5"
12'-5
"5'
-31 2"16
'-31 2"
4'-0
"
5'-0"18'-8"1'-6"15'-8"1'-6"
20'-3
1 2"
1'-11"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 ALLSURFACES OF GARAGE ADJACENTTO HEATED SPACES
2468
15'-312"
11'-5
"3'
-71 2"
AT 12" O.C.
ALL LOAD BEARING WALLSTO BE 2x4 FRAMING
WH
4068
S.O
.
5'-0
"
30681 LITEEXT.DR.
WALL SEPARATING GARAGE ANDHEATED SPACE TO BE SHEARWALL:7/16" OSB W/ 10d NAILS @ 4"O.C.BLOCK HORIZ. PANEL JOINTS, TYP.
2X6 WALL
2'-0
"
2668
191'-412" OVERALL LENGTH
191'-412" OVERALL LENGTH
OWNER'SSUITE
TRAY CLG.
BATH 28' CLG.
BEDROOM 2
TRAY CLG.
W.I.C.8' CLG.
2868
(3)3050
(2)1668
2468
2668
3050
2850
OWNER'SBATH8' CLG.
92"X42"SHOWER
PAN
SEAT
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.
2068MEC
H.CH
ASE
W.I.C.8' CLG.
2468
2468
305030503050
23'-8"6'-112" 17'-612"
6'-6"3'-412"3'-412"4'-312"
14'-9
"12
'-4"
13'-5
"
8'-6
"
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"
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
5'-0"
W.I.C.8' CLG.
BATH 28' CLG.
4'-0
"3'
-7"
5"
8'-1
11 2"
6'-3
"7'
-6"
7'-6"
LAUNDRY8' CLG.
7'-512"
TEMP.
5'-312"
CHASE
4'-712"
92"X42"SHOWER
PAN
SEAT
2X6
WAL
L
2040
2X6
WAL
L
1'-1012"
3'-6"
3'-3
1'-7"
17'-5
"2'
-41"
6:12
4:12
HVACPLATFORM
1'-4
" O.H
.AT
FRO
NT
6:12
1'-0
" O.H
.AT
REA
R
MAIN RIDGE
HVACPLATFORM
8:12
6:12
8:12
6" O.H.AT SIDES
312" 31
2"
WHWH
23'6"x10' DECK ABOVE 23'6"x10' DECK ABOVE
12'x10' CONCRETE PATIO
11'-5
"
4'-1
7'-1
"
2860
2'-312"
2'-312"
1'-112"
KITCHEN10' CLG.
FOYER10' CLG.
UP 7
R W
/10
" TRE
ADS
PA
NTR
Y4 S
HLV
S.
2'-8"
2'-10"
3080EXT. DR.3/4 LITEw/3030TRANS.
(2)2080
4'-1
01 2"8'
-6"
3'-4" 2'-8"
6'-112"
WALLOVEN
5'-0"
4'-0
"
KITCHEN10' CLG.
FOYER10' CLG.
23'-8"
5'-0"
UP 7
R W
/10
" TRE
ADS
4'-1
01 2"6'
-6"
4'-71 2"
PA
NTR
Y4 S
HLV
S.
UP 1
8 RI
SERS
W/ 1
0" T
READ
S
DINING ROOM
10' CLG.
36" D
IREC
T VE
NTFI
REPL
ACE
2'-8"15'-612"5'-512"
2'-3"3'-012"3'-012"4'-812"2'-6"
28681 LITEEXT. DR. W/12" TRANS.
OPE
N RA
IL, T
YP.
(2)2080
2880 S.O.
7'-21 2"
13'-1
0"
4'-41 2"
8'-7
"
8" 9'-6" 3'-9"
DROP SOFFIT 12"
2860TEMP. 2860 2860
FAMILY ROOM
10' CLG.
6'-112"3'-1"5'-0"
16'-0
"
3'-71 2"
7'-91 2"
3'-71 2"
9'-21 2"
8'-0
"3'
-10"
111 2"
3'-71 2"
1'-9
"6'
-4"
4'-31 2"
OPE
N RA
IL, T
YP.
4'-812"
23'6"x10' DECK
OPE
N TO
BEL
OW
3080EXT. DR.3/4 LITEw/3030TRANS.
11" FLUSH OVERHANGW/ 3 POSTS
WALLOVEN
4'-31 2"
1'-012"3'-4"11"
18'-8"3'-8" 5'-5" 4'-2"
30603060
5'-5"
3060
2'-0
"
DN 1
7 RI
SERS
W/ 1
0" T
READ
S
2'-512" 7'-312"
PWDR10' CLG.
CO
ATS
24
80
2480
5'-0"2'-312"2'-512"
3'-31 2"
3'-8
"
DROP CLG. HGT.@BUILT-INS TO 9' CLG.
DROP CLG. HGT.@BUILT-INS TO 9' CLG.
191'-412" OVERALL LENGTH
4'-0
"15
'-4"
5'-0"
BEAM, TYP.
FOOTING w/#4 REBAR EA. WAY,TYP.
18"x18"x12"
13'-1
"5'
-71 2"
312" 31
2"
19'-4
"
1'-6"
23'6"x10' DECK ABOVE
11'-3
1 2"7'
-5"
4" CONC. SLAB W/ 6x6 10/10 W.W.M.
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.
17'-8
1 2"
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'-1
1"
3'-1112" 19'-9"
7'-2" 7'-2" 7'-2"
6"x6" PT.POST (TYP.)
23'6"x10' DECK ABOVE
SLOPE 1/8" PERFO
OT
FOOTING w/#4 REBAR EA. WAY,TYP.
18"x18"x12"12'0"x10'0"CONCRETE PATIO
12'-0"10"
10'-0
"
10"
10'-0
"
WHWH
WH
SDS 7/8 X 23 ANCHORBOLT W/ SIMPSON HDU8 ,(6 PER UNIT)
SDS 7/8 X 23 ANCHORBOLT W/ SIMPSON HDU8 ,(6 PER UNIT)
SDS 7/8 X 23 ANCHORBOLT W/ SIMPSON HDU8 ,TYP. SDS 7/8 X 23 ANCHOR
BOLT W/ SIMPSON HDU8 ,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 A
CADIA
HOMES A
ND N
EIG
HBORHOODS
C
COPYRIG
HT 2
016
TAYLOR M
ORRIS
ON -
-- T
HESE D
RAW
INGS A
ND ITS R
EPRODUCTIO
NS A
RE T
HE P
ROPERTY O
F T
AYLOR M
ORRIS
ON
210
0 P
ower
s Fer
ry R
oad, S
uite
300
Atl
ant
a, GA 3
0339
Off
ice-
770.3
19.7
424
SCALE:
SLAB P
LAN
3/16"=
1'-0
"
SCALE:
TERRACE P
LAN
3/16"=
1'-0
"
Tow
nsen
d at
Toc
o H
ills
Lot1
1-19
32 T
owns
end
Cou
rtA
tlant
a, G
A 3
0329
09/22/2016
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 A
CADIA
HOMES A
ND N
EIG
HBORHOODS
C
COPYRIG
HT 2
016
TAYLOR M
ORRIS
ON -
-- T
HESE D
RAW
INGS A
ND ITS R
EPRODUCTIO
NS A
RE T
HE P
ROPERTY O
F T
AYLOR M
ORRIS
ON
210
0 P
ower
s Fer
ry R
oad, S
uite
300
Atl
ant
a, GA 3
0339
Off
ice-
770.3
19.7
424
Tow
nsen
d at
Toc
o H
ills
Lot1
1-19
32 T
owns
end
Cou
rtA
tlant
a, G
A 3
0329
09/22/2016
Products
PlotID Length Product Plies Net Qty
BM1 18-00-00 1 3/4" X 16" LVL 3 3
BM2 8-00-00 1 3/4" X 16" LVL 2 2
BM3 5-00-00 1 3/4" X 16" LVL 2 2
STAIRS
STAIRS
FIREPLACE
ABOVE
ISLANDABOVE
BM1
BM2
BM3
F59
F61
F61
F38
F49
F49
F50F50
F50
F50
F51
F57
F57
F54
F58
F60
F60
F60
F60
F62
F62
F62
F62
F62
F62
F53
F53
F53
F52
F56
F55
F19
F19
F19
F19F19
F19F19
F19F19
F19
F19
F19
F19
F19
F19
F19
F19
F19
F19
F19
F19
F19
F19
F19
E
E
E
E
E
E
E
H
E
D
FD
E
E
D
D
D
E
E
EH
RIMBOARD DECK ATTACHMENT BY OTHERS
38-00-00
38-00-00
18-06-00 5-02-00
23-08-00
1-07-03
1-07-03
1-07-03
8-14
1-07-03
1-07-03
1-02-04
1-07-03
1-07-03
1-07-03
1-07-09
1-07-03
1-07-03
8-15
1-07-03
8-15
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
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 : = 0
HANGERS
SYMBOL TYPE QTY
A HUS26 0
B THDH26-2 0
C THDH410 0
D MSH422 5
E HUS410 13
F MSH422R 1
G NA 0
H MSH422L 2
ACADIA HOMES & NEIGHBORHOODS
BEDFORD II A
LOT 11, TOWNSEND AT TOCO HILLS
20-10-10
40-10-5
19.2" O.C.
IRC 2012
887529
09/21/2016NTS
TAL
ShopDrawingApproval
THISLAYOUTISTHESOLESOURCEFORFABRICATIONOFTRUSSESANDVOIDSALLPREVIOUS
ARCHITECTURALOROTHERTRUSSLAYOUTS.REVIEWANDAPPROVALOFTHISLAYOUTMUST
BERECEIVEDBEFOREANYTRUSSESWILLBEBUILT.BYSIGNINGIAMVERIFYINGALL
CONDITIONSTOINSUREAGAINSTCHANGESTHATWILLRESULTIN
EXTRACHARGES.
BACKCHARGESWILLNOTBEACCEPTEDWITHOUTPRIORAPPROVALBYPROBUILDWITHIN48
HOURSOFDELIVERY.
THISISATRUSSPLACEMENTDIAGRAMONLY.Thesetrussesaredesignedasindividualbuilding
componentstobeincorporatedintothebuildingdesignatthespecificationofthebuildingdesigner.See
individualdesignsheetsforeachtrussdesignidentifiedontheplacementdrawing.Thebuildingdesigneris
responsiblefortemporaryandpermanentbracingoftheroofandfloorsystemandfortheoverallstructure.
Thedesignofthetrusssupportstructureincludingheaders,beams,walls,andcolumnsistheresponsibility
ofthebuildingdesigner.Forgeneralguidanceregardingbracing,consult"BracingofWoodTrusses"
availablefromtheTrussPlateInstitute,583D'OnifrioDrive,Madison,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
Tow
nsen
d at
Toc
o H
ills
Lot1
1-19
32 T
owns
end
Cou
rtA
tlant
a, G
A 3
0329
191'-412" OVERALL LENGTH
OWNER'SSUITE
TRAY CLG.
BATH 28' CLG.
BEDROOM 2
TRAY CLG.
W.I.C.8' CLG.
2868
(3)3050
(2)1668
2468
2668
3050
2850
OWNER'SBATH8' CLG.
92"X42"SHOWER
PAN
SEAT
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.
2068MEC
H.CH
ASE
W.I.C.8' CLG.
2468
2468
305030503050
23'-8"6'-112" 17'-612"
6'-6"3'-412"3'-412"4'-312"
14'-9
"12
'-4"
13'-5
"
8'-6
"
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"
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
5'-0"
BATH 28' CLG.
4'-0
"8'
-111 2"
"
CHASE
4'-712"
92"X42"SHOWER
PAN
SEAT
2X6
WAL
L2X
6 W
ALL
1'-1012"
3'-6"
3050
3050
3'-312"
MECH. CHASE
1'-7"
17'-5
"2'
-41 2"
6:12
4:12
PLATFORM
1'-4
" O.H
.AT
FRO
NT
6:12
1'-0
" O.H
.AT
REA
R
MAIN RIDGE
HVACPLATFORM
8:12
6:12
8:12
6" O.H.AT SIDES
11'-5
"
3'-61 2"
6'-5
"3'
-3"
DINING ROOM
4'-112"
23'6"x10' DECK
7'-1
"
2860
3'-10"
2'-312"
PWDR9' CLG.
2480
5'-3
2'-31 2"
4'-0
"
2'-312"
1'-112"
36" D
IREC
T VE
NTFI
REPL
ACE
DROP CLG. HGT.@BUILT-INS TO 9' CLG.
DROP CLG. HGT.@BUILT-INS TO 9' CLG.
2668 FX. DR.W/ 12" TRANS.
FOYER10' CLG.
10" T
READ
S
PANTR
Y4 S
HLV
S.
2'-8"
3080EXT. DR.3/4 LITEw/3030TRANS.
4'-1
01 2"8'
-6"
2'-8"
WALLOVEN
5'-0"
4'-0
"
KITCHEN10' CLG.
FOYER10' CLG.
23'-8"
5'-0"
UP 7
R W
/10
" TRE
ADS
4'-1
01 2"6'
-6"
4'-71 2"
PA
NTR
Y4 S
HLV
S.
UP 1
8 RI
SERS
W/ 1
0" T
READ
S
DINING ROOM
10' CLG.
36" D
IREC
T VE
NTFI
REPL
ACE
2'-8"15'-612"5'-512"
2'-3"3'-012"3'-012"4'-812"2'-6"
28681 LITEEXT. DR. W/12" TRANS.
OPE
N RA
IL, T
YP.
(2)2080
2880 S.O.
7'-21 2"
13'-1
0"
4'-41 2"
8'-7
"
8" 9'-6" 3'-9"
DROP SOFFIT 12"
2860TEMP. 2860 2860
FAMILY ROOM
10' CLG.
6'-112"3'-1"5'-0"
16'-0
"
3'-71 2"
7'-91 2"
3'-71 2"
9'-21 2"
8'-0
"3'
-10"
111 2"
3'-71 2"
1'-9
"6'
-4"
4'-31 2"
OPE
N RA
IL, T
YP.
4'-812"
23'6"x10' DECK
OPE
N TO
BEL
OW
3080EXT. DR.3/4 LITEw/3030TRANS.
11" FLUSH OVERHANGW/ 3 POSTS
WALLOVEN
4'-31 2"
1'-012"3'-4"11"
18'-8"3'-8" 5'-5" 4'-2"
30603060
5'-5"
3060
2'-0
"
DN 1
7 RI
SERS
W/ 1
0" T
READ
S
2'-512" 7'-312"
PWDR10' CLG.
CO
ATS
2480
2480
5'-0"2'-312"2'-512"
3'-31 2"
3'-8
"DROP CLG. HGT.@BUILT-INS TO 9' CLG.
DROP CLG. HGT.@BUILT-INS TO 9' CLG.
191'-412" OVERALL LENGTH
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 A
CADIA
HOMES A
ND N
EIG
HBORHOODS
C C
OPYRIG
HT 2
016
TAYLOR M
ORRIS
ON -
-- T
HESE D
RAW
INGS A
ND ITS R
EPRODUCTIO
NS A
RE T
HE P
ROPERTY O
F T
AYLOR M
ORRIS
ON
210
0 P
ower
s Fer
ry R
oad, S
uite
300
Atl
ant
a, GA 3
0339
Off
ice-
770.3
19.7
424
SCALE:
1ST F
LOOR P
LAN
3/16"=
1'-0
"
Tow
nsen
d at
Toc
o H
ills
Lot1
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end
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Products
PlotID Length Product Plies Net Qty
BM1 16-00-00 1 3/4" X 16" LVL 2 2
BM2 6-00-00 1 3/4" X 16" LVL 2 2
STAIRSBM1
BM2S26
S13
S13
S13
S13
S13
S13
S13
S13
S13
S13
S13
S13
S13
S13
S24
S24
S25
S13
S37S37
S37
S37
S37S37S37S37S37S37S37
S37
S37
S37
S37
S37
S37
S37
S37
S37
S37
S37
S37
S37
S37
S37
S37
S37
S37
S37
S24
S24
S24
S24
S24
S24
S23
S24
E
E
E
E
E
E
E
E
E
38-10-00
38-10-00
18-04-085-03-08
23-08-00
1-06-06
1-07-03
1-07-03
1-07-03
1-07-03
1-07-03
1-07-03
1-02-02
1-07-03
1-07-03
1-03-11
1-07-03
1-07-03
1-07-03
1-07-03
1-07-03
1-07-03
1-07-03
10-01
1-07-03
1-00-00
1-07-03
1-05-11
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 : = 0
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 HOMES & NEIGHBORHOODS
BEDFORD II A
LOT 11, TOWNSEND AT TOCO HILLS
20-10-10
40-10-5
19.2" O.C.
IRC 2012
887533
09/21/2016NTS
TAL
ShopDrawingApproval
THISLAYOUTISTHESOLESOURCEFORFABRICATIONOFTRUSSESANDVOIDSALLPREVIOUS
ARCHITECTURALOROTHERTRUSSLAYOUTS.REVIEWANDAPPROVALOFTHISLAYOUTMUST
BERECEIVEDBEFOREANYTRUSSESWILLBEBUILT.BYSIGNINGIAMVERIFYINGALL
CONDITIONSTOINSUREAGAINSTCHANGESTHATWILLRESULTIN
EXTRACHARGES.
BACKCHARGESWILLNOTBEACCEPTEDWITHOUTPRIORAPPROVALBYPROBUILDWITHIN48
HOURSOFDELIVERY.
THISISATRUSSPLACEMENTDIAGRAMONLY.Thesetrussesaredesignedasindividualbuilding
componentstobeincorporatedintothebuildingdesignatthespecificationofthebuildingdesigner.See
individualdesignsheetsforeachtrussdesignidentifiedontheplacementdrawing.Thebuildingdesigneris
responsiblefortemporaryandpermanentbracingoftheroofandfloorsystemandfortheoverallstructure.
Thedesignofthetrusssupportstructureincludingheaders,beams,walls,andcolumnsistheresponsibility
ofthebuildingdesigner.Forgeneralguidanceregardingbracing,consult"BracingofWoodTrusses"
availablefromtheTrussPlateInstitute,583D'OnifrioDrive,Madison,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
Tow
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OWNER'SSUITE
TRAY CLG.
BATH 28' CLG.
BEDROOM 2
TRAY CLG.
W.I.C.8' CLG.
2868
(3)3050
(2)1668
2468
2668
3050
2850
OWNER'SBATH8' CLG.
92"X42"SHOWER
PAN
SEAT
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.
2068MEC
H.CH
ASE
W.I.C.8' CLG.
2468
2468
305030503050
23'-8"6'-112" 17'-612"
6'-6"3'-412"3'-412"4'-312"
14'-9
"12
'-4"
13'-5
"
8'-6
"
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"
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
5'-0"
BATH 2
4'-0
"8'
-111 2"
CHASE
4'-712"
92"X42"SHOWER
PAN
SEAT
2X6
WAL
L2X
6 W
ALL
1'-1012"
3'-6"
3'-3
1'-7"
17'-5
"
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 A
CADIA
HOMES A
ND N
EIG
HBORHOODS
C C
OPYRIG
HT 2
016
TAYLOR M
ORRIS
ON -
-- T
HESE D
RAW
INGS A
ND ITS R
EPRODUCTIO
NS A
RE T
HE P
ROPERTY O
F T
AYLOR M
ORRIS
ON
210
0 P
ower
s Fer
ry R
oad, S
uite
300
Atl
ant
a, GA 3
0339
Off
ice-
770.3
19.7
424
SCALE:
2ND F
LOOR P
LAN
3/16"=
1'-0
"
Tow
nsen
d at
Toc
o H
ills
Lot1
1-19
32 T
owns
end
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6:12 SLOPEASPHALT SHINGLES
BRICK VENEER,TYP.
BRICKSTEPS
12
8
12
8
10'-1
"8'
-1"
9'-1
"
7'-1
1"6'
-11"
6'-1
1"
11'-8
1 2"5'
-2"
1ST FLR.
PLATE2ND FLR.
TERRACE
HDR. HGT.
HDR. HGT.
PLATE
PLATEHDR. HGT.
HARDI-PLY
3' RADIUS VENT
DECORATIVE CORBEL @ 16"O.C.- FYPON 8x12x3 ORSIMILAR, TYP.
8" FREIZE W/ 4" CROWN,TYP.
12" PLANK SHUTTER,TYP.
STONE VENEER,TYP.
METAL EYEBROW, TYP.
ARCHED STONEPEDIMENT, 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 A
CADIA
HOMES A
ND N
EIG
HBORHOODS
C C
OPYRIG
HT 2
016
TAYLOR M
ORRIS
ON -
-- T
HESE D
RAW
INGS A
ND ITS R
EPRODUCTIO
NS A
RE T
HE P
ROPERTY O
F T
AYLOR M
ORRIS
ON
210
0 P
ower
s Fer
ry R
oad, S
uite
300
Atl
ant
a, GA 3
0339
Off
ice-
770.3
19.7
424
SCALE:
ELEVATION A3/16"=1'-0"
Tow
nsen
d at
Toc
o H
ills
Lot1
1-19
32 T
owns
end
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DECK RAILPER CODE
BRICK VENEERWATER TABLE, TYP.
6'-0" HIGHPRIVACYPANEL
FIBER CEMENTSIDING, TYP.
6'-0" HIGHPRIVACYPANEL
P.T. DECKPOST
DECK RAILPER CODE
6x6 PTFIBER CEMENTSIDING, TYP.
BRICK VENEERWATER TABLE, TYP.
1'-4
" O.H
.AT
FRO
NT
6:12
1'-0
" O.H
.AT
REA
R
MAIN RIDGE
HVACPLATFORM
8:12
6:12
8:12
6" O.H.AT SIDES
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 A
CADIA
HOMES A
ND N
EIG
HBORHOODS
C C
OPYRIG
HT 2
016
TAYLOR M
ORRIS
ON -
-- T
HESE D
RAW
INGS A
ND ITS R
EPRODUCTIO
NS A
RE T
HE P
ROPERTY O
F T
AYLOR M
ORRIS
ON
210
0 P
ower
s Fer
ry R
oad, S
uite
300
Atl
ant
a, GA 3
0339
Off
ice-
770.3
19.7
424
SCALE:
REAR ELEVATION3/16"=1'-0"SCALE:
ROOF PLAN3/16"=1'-0"
Tow
nsen
d at
Toc
o H
ills
Lot1
1-19
32 T
owns
end
Cou
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P
D
S
GABLE END TRUSSES ON INTERIOR UNITS OMITTED BY REQUEST. BUILDER TO FILL IN ON SITE.
H V A CPLATFORM
H02
H03
H01
H05
H04
H04
H03
H04
H04
H02
H02
H03
V02
TRAY
TRAY 2-0
0-0
0
2-00-00
2-00-00
1-0
6-0
0
38-0
0-0
0
23-08-00
23-08-00
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 : = 1236.29
HANGERS
SYMBOL TYPE QTY
A HUS26 0
B THDH26-2 0
C THDH410 0
D MSH422 0
E HUS410 0
F HJC26 0
G NA 0
H NA 0
AC
AD
IA H
OM
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& N
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HB
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TO
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TO
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20
-10
-10
40
-10
-52
4"
O.C
.IR
C 2
01
2
88
75
36
09
/21
/20
16
NT
ST
AL
ShopDrawingApproval
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Norcross:770813-2200
VillaRica:678-785-3915
Visitusat:www.bldr.com
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1-19
32 T
owns
end
Cou
rtA
tlant
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0329
BATH 2
BEDROOM 3 OWNER'SSUITE
BATH 2
BEDROOM 2
W.I.C.
OWNER'SBATH
LAUNDRY
LI
NEN
LAUNDRY
W.I.C.
FAMILY ROOM
FOYER
DINING ROOM
KITCHEN
BREAKFAST
PWDR
23'6"x10' DECK
STORAGE
2 CAR GARAGE
STORAGE
MEDIA
BATH 3
W.I.C.
STOR.
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 A
CADIA
HOMES A
ND N
EIG
HBORHOODS
C
COPYRIG
HT 2
016
TAYLOR M
ORRIS
ON -
-- T
HESE D
RAW
INGS A
ND ITS R
EPRODUCTIO
NS A
RE T
HE P
ROPERTY O
F T
AYLOR M
ORRIS
ON
210
0 P
ower
s Fer
ry R
oad, S
uite
300
Atl
ant
a, GA 3
0339
Off
ice-
770.3
19.7
424
SCALE:
TERRACE ELECTRICAL3/16"=1'-0"SCALE:
1ST FLOOR ELECTRICAL3/16"=1'-0"SCALE:
2ND FLOOR ELECTRICAL3/16"=1'-0" 3 BEDROOM PLAN
Tow
nsen
d at
Toc
o H
ills
Lot1
1-19
32 T
owns
end
Cou
rtA
tlant
a, G
A 3
0329
09/22/2016