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DRAWN BY:
SCALE:
SHEET NO.
OF
DISCLAIMER:
REVISION CHANGES:
SUBDIVISION COLLECTION:
PLOT DATE:
REV. NO. REV. DATE
THIS COPYRIGHTED DESIGN IS THESOLE PROPERTY OF ACADIA HOMES &NEIGHBORHOODS AND MAY NOT BEUSED OR REPRODUCED WITHOUT THEEXPRESSED WRITTEN CONSENT OFTHE ACADIA HOMES & NEIGHBORHOODS
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
014
ACADIA
HOMES A
ND N
EIG
HBORHOODS -
-- T
HESE D
RAW
INGS A
ND ITS R
EPRODUCTIO
NS A
RE T
HE P
ROPERTY O
F A
CADIA
HOMES A
ND N
EIG
HBORHOODS
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"
Townsend at Lenox ParkLot32-2156 Preswick Court
Atlanta, GA 30319
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
05/25/2016
GRADEBEAM, TYP.
36"x36"CONC.STOOP
6'-312"
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.
4" CONC. SLAB W/ 6x6 10/10 W.W.M.
17'-8
1 2"20
'-31 2"
18'-8"1'-6"15'-8"
9'-1012"
3'-91 2"
13'-1
1"
3'-1112"
7'-2"
23'6"x10' DECK ABOVE
GRADEBEAM, TYP.
36"x36"CONC.STOOP
6'-312"23'-8"
17'-412"
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
'-31 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
SLO
PE 1
/8" P
ERFO
OT
FOOTING w/#4 REBAR EA. WAY,TYP.
30"x30"x12"
7'-6
"
4'-0
"15
'-4"
5'-0"
GRADEBEAM, TYP.
FOOTING w/#4 REBAR EA. WAY,TYP.
30"x30"x12"
13'-1
"5'
-71 2"
8'-11
6'-8
"10
"
UP 1
7RIS
ERS
W/ 1
0" T
READ
S
2 CAR GARAGE
9' CLG.CONC.
MEDIA/GUEST. BDR.
9' CLG.
16070 O.H. GARAGE DOOR
34"x60"SHOWER
BATH 39' CLG.
W.I.C.9' CLG.
23'-8"
8'-1" 6'-0"
14'-1" 9'-7"
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'-912" 7'-912"
TWIN 3050
2468
2468
2668
2868 EXT.1HR. DR.
4'-312" 3'-912"
23'6"x10' DECK ABOVE
OPE
N TO
ABO
VE
STOR.
NOTE:58" TYPE X GYP. BRD. ON ALL
SURFACES OF GARAGE ADJACENTTO HEATED SPACES
OPT
.24
68
15'-312"
15'-0
1 2"
3'-4
"
AT 12" O.C.
ALL LOAD BEARING WALLSTO BE 2x4 FRAMING
WH
4068
S.O
.
5'-0
"
30681 LITE
EXT.DR.
WALL SEPARATING GARAGE ANDHEATED SPACE TO BE SHEARWALL:7/16" OSB W/ 10d NAILS @ 4"O.C.BLOACK HORIZ. PANEL JOINTS, TYP.
34"x60"SHOWER
STORAGE
9' CLG.CONC.
BATH 39' CLG.
MEDIA RM./GUEST BDR.
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
UP 1
7RIS
ERS
W/ 1
0" T
READ
S
2 CAR GARAGE9' CLG.CONC.
16070 O.H. GARAGE DOOR
9'-7"
18'-8"15'-8" 1'-6"
20'-3
1 2"
1'-912" 7'-912"
2468
2668
2868 EXT.1HR. DR.
4'-312" 3'-912"
23'6"x10' DECK ABOVE
OPE
N TO
ABO
VE
STOR.
NOTE:58" TYPE X GYP. BRD. ON ALL
SURFACES OF GARAGE ADJACENTTO HEATED SPACES
15'-0
1 2"3'
-4"
AT 12" O.C.
ALL LOAD BEARING WALLSTO BE 2x4 FRAMING
30681 LITE
EXT.DR.
WALL SEPARATING GARAGE ANDHEATED SPACE TO BE SHEARWALL:7/16" OSB W/ 10d NAILS @ 4"O.C.BLOACK HORIZ. PANEL JOINTS, TYP.
HOSEBIBB
HOSEBIBB
HOSEBIBB
DRAWN BY:
SCALE:
SHEET NO.
OF
DISCLAIMER:
REVISION CHANGES:
SUBDIVISION COLLECTION:
PLOT DATE:
REV. NO. REV. DATE
THIS COPYRIGHTED DESIGN IS THESOLE PROPERTY OF ACADIA HOMES &NEIGHBORHOODS AND MAY NOT BEUSED OR REPRODUCED WITHOUT THEEXPRESSED WRITTEN CONSENT OFTHE ACADIA HOMES & NEIGHBORHOODS
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
014
ACADIA
HOMES A
ND N
EIG
HBORHOODS -
-- T
HESE D
RAW
INGS A
ND ITS R
EPRODUCTIO
NS A
RE T
HE P
ROPERTY O
F A
CADIA
HOMES A
ND N
EIG
HBORHOODS
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
SCA
LE:
SCA
LE:
Tow
nsen
d at
Len
ox P
ark
Lot3
2-21
56 P
resw
ick
Cou
rtA
tlant
a, G
A 3
0319
05/25/2016
Products
PlotID Length Product Plies Net Qty
BM1 18-00-00 1 3/4" X 16" LVL 2 2
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
ISLANDABOVE
FIREPLACE
ABOVE
RIMBOARD BY OTHER FOR DECK
BM1
BM3
BM2
F07
F08
F08
F01
F02G
F06
F06
F02G
F09
F04
F05
F05A
F11
F11
F11
F11F11
F11F11
F11F11
F11
F11
F11
F11
F11
F11
F11
F11
F11
F11
F11
F11
F11
F11
F11
E
E
E
F02(6)
F10(10)
E
D
D
D
F
H
F03(3)
H
D
D
E
E
E
E
E
E
E
E
E
6-01-08
38-00-00
38-00-00
23-08-00
23-08-00
5-02-00 18-06-0023-03-00
14-09-00
17-08-08
1-07-03
1-07-03
1-07-03
8-14
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
1-07-03
1-07-03
1-07-03
1-07-03
1-07-03
8-15
20-03-08
1-02-04
1-07-03
1-07-09
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 THAL422 1
G SKH410L 0
H SKH410R 2
ACADIA HOMES & NEIGHBORHOODS
BEDFORD II B
LOT 32 - LENOX PARK
20-10-10
40-10-5
19.2" O.C.
IRC 2012
811256
5/16/2016
NTS
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
Len
ox P
ark
Lot3
2-21
56 P
resw
ick
Cou
rtA
tlant
a, G
A 3
0319
05/19/2016
15'-0
1 2"
18'-8"4'-912"
4'-1
01 2"6'
-6"
4'-71 2"
UP 1
8 RI
SERS
W/ 1
0" T
READ
SDN
17
RISE
RSW
/ 10"
TRE
ADS
36" DIRECT VENTFIREPLACE
6'-112"
1'-10"
OPE
N RA
IL, T
YP.
2880 S.O.
6'-1
11 2"
2'-512"7'-312"
FAMILY ROOM
10' CLG.
16'-0
"3'
-71 2"
7'-91 2"
3'-71 2"
(4)2860w/12" TRANS.
23'6"x10' DECK
OPE
N TO
BEL
OW
3'-012""
PWDR10' CLG.
CO
ATS
MEC
HANI
CAL
CHAS
E
24802480
5'-0" 2'-312" 2'-512"
3'-31 2"
3'-8
"
KITCHEN10' CLG.
FOYER10' CLG.
23'-8"
15'-0
1 2"
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" DIRECT VENTFIREPLACE
2'-8" 15'-612" 5'-512"
2'-3" 3'-012" 3'-012" 4'-812" 2'-6"
28681 LITEEXT. DR. W/
TRANS
OPE
N RA
IL, T
YP.
(2)2080
2880 S.O.
6'-1
11 2"
7'-21 2"
13'-1
0"4'
-41 2"
8"9'-6"3'-9"
DROP SOFFIT 12"
2860TEMP.28602860
FAMILY ROOM
10' CLG.
6'-112" 3'-1" 5'-0"
16'-0
"
3'-71 2"
7'-91 2"
3'-71 2"
10'-2
1 2"8'
-0"
2'-1
0"11
1 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
1'-012" 3'-4" 11"
18'-8"3'-8"5'-5"4'-2"
3060 3060
5'-5"
3060
2'-0
"
DN 1
7 RI
SERS
W/ 1
0" T
READ
S
2'-512"7'-312"
PWDR10' CLG.
CO
ATS
24802480
5'-0" 2'-312" 2'-512"
3'-31 2"
3'-8
"
MEC
HANI
CAL
CHAS
E
KITCHEN10' CLG.
FOYER10' CLG.
5'-312"
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
1
4'-1
0"
3'-4"2'-8"
11" 3'-6"
6'-112"
WALLOVEN
DRAWN BY:
SCALE:
SHEET NO.
OF
DISCLAIMER:
REVISION CHANGES:
SUBDIVISION COLLECTION:
PLOT DATE:
REV. NO. REV. DATE
THIS COPYRIGHTED DESIGN IS THESOLE PROPERTY OF ACADIA HOMES &NEIGHBORHOODS AND MAY NOT BEUSED OR REPRODUCED WITHOUT THEEXPRESSED WRITTEN CONSENT OFTHE ACADIA HOMES & NEIGHBORHOODS
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
014
ACADIA
HOMES A
ND N
EIG
HBORHOODS -
-- T
HESE D
RAW
INGS A
ND ITS R
EPRODUCTIO
NS A
RE T
HE P
ROPERTY O
F A
CADIA
HOMES A
ND N
EIG
HBORHOODS
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
SCA
LE:
Tow
nsen
d at
Len
ox P
ark
Lot3
2-21
56 P
resw
ick
Cou
rtA
tlant
a, G
A 3
0319
05/25/2016
Products
PlotID Length Product Plies Net Qty
BM1 12-00-00 1 3/4" X 16" LVL 2 2
BM4 6-00-00 1 3/4" X 16" LVL 2 2
STAIRS
STAIRS
BM1
BM4 S01
S04
S04
S05A
S06
S03
S04A
S07S07
S07
S07
S07S07S07S07S07S07S07
S07
S07
S07
S07
S07
S07
S07
S07
S07
S07
S07
S07
S07
S07
S07
S07
S07
S07
S07
S02(15)
S05(6)
E
D
D
38-00-00
23-08-00
1-07-03
1-07-03
1-05-11
1-07-03
1-00-00
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
1-07-03
1-07-03
1-07-03
1-07-03
1-07-03 3-07-08
3-04-00
14-09-00
10-01
6-01-08
1-03-11
1-07-03
1-07-03
1-02-02
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 3
E HUS410 6
F HJC26 0
G NA 0
H NA 0
ACADIA HOMES & NEIGHBORHOODS
Bedford II B
LOT 32, LENOX PARK
20-10-10
40-10-5
19.2" O.C.
IRC 2012
811257
5/16/2016
NTS
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
Len
ox P
ark
Lot3
2-21
56 P
resw
ick
Cou
rtA
tlant
a, G
A 3
0319
05/19/2016
BEDROOM 2
TRAY CLG.
6'-112"4'-312"
14'-9
"
12'-4
"
2868
12'-9"
7'-5" 5'-4"
TWIN 3050
9'-6
"3'
-3 2"
8'-0
"4'
-4"
2850
3'-4" 2'-912"
OPE
N RA
IL
8'-1
11 2"3'
-11"
25.5
"x54.
5"PD
S
DN 1
8RIS
ERS
W/ 1
0" T
READ
S
LAUNDRY
8' CLG.
2868
3'-8" 3'-4" 2'-912"
LI
NEN
4 S
H.
LAUNDRY
8' CLG.
2068 MEC
H.CH
ASE
3'-7
"7'
-4"
OWNER'SSUITE
TRAY CLG.
BATH 2
8' CLG.
BEDROOM 2
TRAY CLG.
W.I.C.8' CLG.
W.I.C.8' CLG.
23'-8"6'-112"17'-612"
6'-6" 3'-412" 3'-412" 4'-312"
14'-9
"
12'-4
"
13'-5
"9'
-10"
2868
(3)3050
(2)1668
2468
2468
2668
2468
9'-6
"3'
-31 2"8'
-0"
4'-4
"
6'-1"
2850
3'-4" 2'-912"
OWNER'SBATH8' CLG.
6'-6
"
8'-3
"
92"X42"SHOWER
PAN
SEAT
5'-312" 5'-712"
3'-912" 1'-912"
OPE
N RA
IL
8'-1
11 2"3'
-11"
23'-8"11'-5" 12'-3"
4'-2"2'-11"5'-6" 5'-2"3'-8" 2'-3"
30503050TEMP.
3050TEMP.
3050TEMP.
25.5
"x54.
5"PD
S
2'-21 2"
(2)1
668
8'-412"5'-712"
LAUNDRY
8' CLG.
2868
3'-8" 3'-4" 2'-912"
LI
NEN
4 S
H.
LAUNDRY
8' CLG.
MEC
H.CH
ASE
3'-7
"
7'-4
"
2068
DN 1
8RIS
ERS
W/ 1
0" T
READ
S
5'-0"
W.I.C.8' CLG.
BATH 2
8' CLG.
4'-0
"8'
-111 2"
6'-3
"7'
-6"
7'-6"
LAUNDRY8' CLG.
7'-512
2040
5'-312"
1'-8
" CHASE
4'-712"
9'-71 2"
42"X48"SHOWER
5'GARDEN
TUB
DRAWN BY:
SCALE:
SHEET NO.
OF
DISCLAIMER:
REVISION CHANGES:
SUBDIVISION COLLECTION:
PLOT DATE:
REV. NO. REV. DATE
THIS COPYRIGHTED DESIGN IS THESOLE PROPERTY OF ACADIA HOMES &NEIGHBORHOODS AND MAY NOT BEUSED OR REPRODUCED WITHOUT THEEXPRESSED WRITTEN CONSENT OFTHE ACADIA HOMES & NEIGHBORHOODS
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
014
ACADIA
HOMES A
ND N
EIG
HBORHOODS -
-- T
HESE D
RAW
INGS A
ND ITS R
EPRODUCTIO
NS A
RE T
HE P
ROPERTY O
F A
CADIA
HOMES A
ND N
EIG
HBORHOODS
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
SCA
LE:
Tow
nsen
d at
Len
ox P
ark
Lot3
2-21
56 P
resw
ick
Cou
rtA
tlant
a, G
A 3
0319
05/25/2016
H V A CPLATFORM
GABLE END TRUSSOMITTED BY REQUEST.BUILDER TO FILL IN ONSITE.
P
D
S
A0
2
A0
3
A0
3
A0
3
A0
3
A0
4
A0
5
A0
6
A0
6
A0
6
A0
2
A0
5
V01
TRAY
TRAY
23-08-00
38
-00
-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
6-1
5
2-0
3-0
0
1-0
2-0
1
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 : = 1357.54
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
ES
& N
EIG
HB
OR
HO
OD
S
BE
DF
OR
D I
I B
LO
T 3
2,
LE
NO
X P
AR
K
20
-10
-10
40
-10
-52
4"
O.C
.IR
C 2
01
2
81
12
58
5/1
6/2
01
6N
TS
TA
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ShopDrawingApproval
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VillaRica:678-785-3915
Visitusat:www.bldr.com
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Lot3
2-21
56 P
resw
ick
Cou
rtA
tlant
a, G
A 3
0319
05/19/2016
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.
PLATE
2ND FLR.
TERRACE
HDR. HGT.
HDR. HGT.
PLATE
PLATEHDR. HGT.
HARDI-PLY
3' RADIUS VENT
DECORATIVE CORBEL @ 16"O.C.- FYPON 8x12x3 OR
SIMILAR, 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"
DRAWN BY:
SCALE:
SHEET NO.
OF
DISCLAIMER:
REVISION CHANGES:
SUBDIVISION COLLECTION:
PLOT DATE:
REV. NO. REV. DATE
THIS COPYRIGHTED DESIGN IS THESOLE PROPERTY OF ACADIA HOMES &NEIGHBORHOODS AND MAY NOT BEUSED OR REPRODUCED WITHOUT THEEXPRESSED WRITTEN CONSENT OFTHE ACADIA HOMES & NEIGHBORHOODS
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
014
ACADIA
HOMES A
ND N
EIG
HBORHOODS -
-- T
HESE D
RAW
INGS A
ND ITS R
EPRODUCTIO
NS A
RE T
HE P
ROPERTY O
F A
CADIA
HOMES A
ND N
EIG
HBORHOODS
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:
Tow
nsen
d at
Len
ox P
ark
Lot3
2-21
56 P
resw
ick
Cou
rtA
tlant
a, G
A 3
0319
05/25/2016
FIBER CEMENTSIDING, TYP.
6:12 SLOPEASPHALT SHINGLES
P.T. DECK DECK RAILPER CODE
FIBER CEMENTSIDING, TYP.
FIBER CEMENTSIDING, TYP.
6:12 SLOPEASPHALT SHINGLES
6'-0" HIGHPRIVACYPANEL
P.T. DECKPOST
DECK RAILPER CODE
6x6 PT
BRICK VENEERWATER TABLE, TYP.
FIBER CEMENTSIDING, TYP.
6'-0" HIGHPRIVACYPANEL
6x6 PT
BRICK VENEERWATER TABLE, TYP.
6:12
6:12
4:12
HVACPLATFORM
1'-4
" O.H
.AT
FRO
NT
6" O.H.AT SIDES
6:12
1'-0
" O.H
.AT
REA
R
MAIN RIDGE
8:12
6:12
8:12
HVACPLATFORM
DRAWN BY:
SCALE:
SHEET NO.
OF
DISCLAIMER:
REVISION CHANGES:
SUBDIVISION COLLECTION:
PLOT DATE:
REV. NO. REV. DATE
THIS COPYRIGHTED DESIGN IS THESOLE PROPERTY OF ACADIA HOMES &NEIGHBORHOODS AND MAY NOT BEUSED OR REPRODUCED WITHOUT THEEXPRESSED WRITTEN CONSENT OFTHE ACADIA HOMES & NEIGHBORHOODS
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
014
ACADIA
HOMES A
ND N
EIG
HBORHOODS -
-- T
HESE D
RAW
INGS A
ND ITS R
EPRODUCTIO
NS A
RE T
HE P
ROPERTY O
F A
CADIA
HOMES A
ND N
EIG
HBORHOODS
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:SCALE:
Tow
nsen
d at
Len
ox P
ark
Lot3
2-21
56 P
resw
ick
Cou
rtA
tlant
a, G
A 3
0319
05/25/2016
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
2 CAR GARAGE
MEDIA/GUEST. BDR.
BATH 3
W.I.C.
STOR.
STORAGE
STOR.
KITCHEN
FOYER
PA
NTR
Y
DINING ROOM
FAMILY ROOM
PWDR
CO
ATS
FOYER
PA
NTR
Y
OWNER'SSUITE
BATH 2
BEDROOM 2
W.I.C.
W.I.C.
OWNER'SBATH
LAUNDRY
LI
NEN
LAUNDRY
BATH 2
DRAWN BY:
SCALE:
SHEET NO.
OF
DISCLAIMER:
REVISION CHANGES:
SUBDIVISION COLLECTION:
PLOT DATE:
REV. NO. REV. DATE
THIS COPYRIGHTED DESIGN IS THESOLE PROPERTY OF ACADIA HOMES &NEIGHBORHOODS AND MAY NOT BEUSED OR REPRODUCED WITHOUT THEEXPRESSED WRITTEN CONSENT OFTHE ACADIA HOMES & NEIGHBORHOODS
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
014
ACADIA
HOMES A
ND N
EIG
HBORHOODS -
-- T
HESE D
RAW
INGS A
ND ITS R
EPRODUCTIO
NS A
RE T
HE P
ROPERTY O
F A
CADIA
HOMES A
ND N
EIG
HBORHOODS
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:SCALE:SCALE:
Tow
nsen
d at
Len
ox P
ark
Lot3
2-21
56 P
resw
ick
Cou
rtA
tlant
a, G
A 3
0319
06/01/2016