structural engineer taylor morrison · pdf filea.0.1slab foundation plan a.1.1terrace plan...
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HOMES A
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EIG
HBORHOODS
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COPYRIG
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ORRIS
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HESE D
RAW
INGS A
ND ITS R
EPRODUCTIO
NS A
RE T
HE P
ROPERTY O
F T
AYLOR M
ORRIS
ON
DISCLAIMER:
REV. DATEREV. NO.
REVISION CHANGES:
THIS COPYRIGHTED DESIGN IS THESOLE PROPERTY OF TAYLORMORRISON AND MAY NOT BE USEDOR REPRODUCED WITHOUT THEEXPRESSED WRITTEN CONSENT OFTHE ACADIA HOMES ANDNEIGHBORHOODS
CAUTION: ONLY A QUALIFIEDDESIGNER, ARCHITECT,CONTRACTOR OR STRUCTURALENGINEER SHOULD ATTEMPTTO MODIFY THIS PLAN.
4400 North Point Pkwy., Suite 295Alpharetta, GA 30022Office 770.741.0227
OWNER:TAYLOR MORRISON HOMES4400 North Point Pkwy., Suite 295Alpharetta, GA 3002224 HOUR CONTACTRANDY COLLINSCell 770-527-7953Office 770.319.7424
PROJECT DESCRIPTION:3 STORY TOWNHOMES
TYPE OF CONSTRUCTION:TYPE V-B RESIDENTIALCOVENTIONAL LIGHT-FRAME WOODCONSTRUCTION - NON-SPRINKLERED
OCCUPANCY CLASSIFICATION:SINGLE FAMILY HOME -ATTACHED
PAGE
ARCHITECTURAL INDEX
SHEET NAME SHEET CONTENTS
A0.0 COVER SHEET GENERAL NOTES, AND FASTENER SCHEDULESLAB FOUNDATION PLANA.0.1
A.1.1 TERRACE PLAN
ELECTRICAL PLANE.0.0
SLAB FOUNDATION PLAN- LOTS 20-22\ FOOTING DETAILSTERRACE PLAN - LOTS 20-22
A.2.1 1ST. FLOOR PLAN 1ST. FLOOR PLAN - LOTS 20-22A.3.1 2ND. FLOOR PLAN 2ND. FLOOR PLAN - LOTS 20-22A.4.0 FRONT ELEVATION BUILDING ELEVATION - LOTS 20-22A.4.1 FRONT ELEVATION UNIT ELEVATIONSA.5.0 REAR ELEVATION AND ROOF PLANS1.0 TYPICAL 2HR. FIREWALL DETAIL SHAFT WALL DETAIL - U336 WALL
TERRACE, 1ST. AND 2ND. FLOOR PLANS\ LEGEND
TYPICAL DECK DETAIL
STRUCTURAL ENGINEERPEACH STATE BUILDING CONSULTANTS, INC.
P.O.BOX 2506,SUWANEE, GA 30024CONTACT: MICHAEL D. MUNTEAN, P.E.678.541.0608
03/08/2017
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HE W
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ERMIS
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N O
F T
HE 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
DISCLAIMER:
REV. DATEREV. NO.
REVISION CHANGES:
THIS COPYRIGHTED DESIGN IS THESOLE PROPERTY OF TAYLORMORRISON AND MAY NOT BE USEDOR REPRODUCED WITHOUT THEEXPRESSED WRITTEN CONSENT OFTHE ACADIA HOMES ANDNEIGHBORHOODS
CAUTION: ONLY A QUALIFIEDDESIGNER, ARCHITECT,CONTRACTOR OR STRUCTURALENGINEER SHOULD ATTEMPTTO MODIFY THIS PLAN.
4400 North Point Pkwy., Suite 295Alpharetta, GA 30022Office 770.741.0227
SCALE:SCALE:SCALE:
SCALE:
SCALE:
03/08/2017
SHEET NO.
OF
DRAWN BY:
SCALE:
START DATE:
SUBDIVISION COLLECTION:
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
HE 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
DISCLAIMER:
REV. DATEREV. NO.
REVISION CHANGES:
THIS COPYRIGHTED DESIGN IS THESOLE PROPERTY OF TAYLORMORRISON AND MAY NOT BE USEDOR REPRODUCED WITHOUT THEEXPRESSED WRITTEN CONSENT OFTHE ACADIA HOMES ANDNEIGHBORHOODS
CAUTION: ONLY A QUALIFIEDDESIGNER, ARCHITECT,CONTRACTOR OR STRUCTURALENGINEER SHOULD ATTEMPTTO MODIFY THIS PLAN.
4400 North Point Pkwy., Suite 295Alpharetta, GA 30022Office 770.741.0227
SCALE:SCALE:SCALE:
03/08/2017
Kitc
hen
Isla
nd
Fire
plac
e
Cantilever 2x by bldr.
Garage Beam and Rim board by Bldr.
Kitc
hen
Isla
nd
Fire
plac
e
Garage Beam and Rim board by Bldr.
Kitchen Island
Fire
plac
e
Garage Beam and Rim board by Bldr.
LOT20 Chelsea V_ELOT 21 Astor V_FLOT 22 Gramercy V_H
F14
F03
F12
F01A
F02B
F02B
F04
F04
F05
F06
F06
F07
F08
F08
F10
F13
F11
F02A
(3)
F02(
3)
F09A
(3)
F09(
6)
43-0
0-00
4-04-00 19-04-00
23-08-00
23-08-00
3-11
-00
24-0
4-00
10-00-00
13-0
5-00
5-03
-00
6-08
-00
4-04-00 1-02
-00
F112
F103
F113
F101
F102
F102
F104
F104
F105
F106
F106
F107
F109
F109
F109
F109
F110
F13
F111
F102
(3)
F102
A(3)
F108
(3)
F109
A(5)
1-04-00
4-04-00 19-04-00
23-08-00
23-08-00
3-11
-00
10-00-00
6-08
-00
4-04-00 1-02
-00
F212
F203
F201
F204
F204
F202
F202
F202A
F205
F206
F206
F207
F208
F208
F210
F213
F211
F202
(5)
F209
(3)
F209
(3)
F209
A(3)
1-04-00
41-0
8-00
43-0
0-00
4-04-00 19-04-00
23-08-00
23-08-0019
-00-
0022
-08-
00
3-11
-00
10-00-00
6-08
-00
4-04-00 1-02
-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 : = 0
HANGERS
SYMBOL TYPE QTY
A HUS26 0
B THDH26-2 0
C THDH410 0
D MSH422 3
E HUS410 0
F HJC26 0
G NA 0
H NA 0
AC
AD
IA H
OM
ES
AN
D N
EIG
HB
OR
HO
OD
S
CH
AM
BLE
E 2
0-22
2N
D F
LOO
R
CH
AM
BLE
E
20-1
0-10
40-1
0-5
19.2
" O.C
.IR
C 2
012
9779
6603
/02/
17N
TSIA
S
Shop
Dra
win
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ppro
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THIS
LAY
OU
TIS
THE
SOLE
SOU
RC
EFO
RFA
BR
ICA
TIO
NO
FTR
USS
ES
AND
VO
IDS
ALL
PR
EV
IOU
SA
RC
HIT
EC
TUR
ALO
RO
THER
TRU
SS
LAY
OU
TS.R
EV
IEW
AND
AP
PRO
VA
LO
FTH
ISLA
YO
UT
MU
ST
BE
RE
CE
IVED
BEFO
RE
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YTR
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WIL
LBE
BU
ILT.
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MV
ERIF
YIN
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ON
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ION
STO
INS
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EAG
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ST
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AN
GE
STH
AT
WIL
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LTIN
EX
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CH
AR
GE
S.
BAC
KCH
ARG
ES
WIL
LN
OT
BE
AC
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PTE
DW
ITH
OU
TPR
IOR
APP
RO
VA
LB
YP
RO
BUIL
DW
ITH
IN48
HO
UR
SO
FD
ELI
VER
Y.
THIS
ISA
TRU
SS
PLA
CEM
EN
TD
IAG
RAM
ON
LY.T
hese
truss
esar
ede
sign
edas
indi
vidu
albu
ildin
gco
mpo
nent
sto
bein
corp
orat
edin
toth
ebu
ildin
gde
sign
atth
esp
ecifi
catio
nof
the
build
ing
desi
gner
.See
indi
vidu
alde
sign
shee
tsfo
reac
htru
ssde
sign
iden
tifie
don
the
plac
emen
tdra
win
g.Th
ebu
ildin
gde
sign
eris
resp
onsi
ble
for
tem
pora
ryan
dpe
rman
entb
raci
ngof
the
roof
and
floor
syst
eman
dfo
rthe
over
alls
truct
ure.
The
desi
gnof
the
truss
supp
orts
truct
ure
incl
udin
ghe
ader
s,be
ams,
wal
ls,a
ndco
lum
nsis
the
resp
onsi
bilit
yof
the
build
ing
desi
gner
.For
gene
ralg
uida
nce
rega
rdin
gbr
acin
g,co
nsul
t"B
raci
ngof
Woo
dTr
usse
s"av
aila
ble
from
the
Trus
sP
late
Inst
itute
,583
D'O
nifri
oD
rive,
Mad
ison
,WI5
3179
.
____
____
____
____
____
____
____
____
____
____
____
____
____
____
____
____
____
Appr
oved
By
Dat
e
Job
Num
ber
Nor
cros
s:77
0813
-220
0Vi
llaR
ica:
678-
785-
3915
Visi
tus
at:w
ww
.bld
r.com
Sca
leD
ate
Dra
wn
By
Roo
fLoa
ding
Add
ress
/Lot
Cus
tom
er
Spa
cing
Cod
eFl
oor
Load
ing
Mod
el
SHEET NO.
OF
DRAWN BY:
SCALE:
START DATE:
SUBDIVISION COLLECTION:
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
HE 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
DISCLAIMER:
REV. DATEREV. NO.
REVISION CHANGES:
THIS COPYRIGHTED DESIGN IS THESOLE PROPERTY OF TAYLORMORRISON AND MAY NOT BE USEDOR REPRODUCED WITHOUT THEEXPRESSED WRITTEN CONSENT OFTHE ACADIA HOMES ANDNEIGHBORHOODS
CAUTION: ONLY A QUALIFIEDDESIGNER, ARCHITECT,CONTRACTOR OR STRUCTURALENGINEER SHOULD ATTEMPTTO MODIFY THIS PLAN.
4400 North Point Pkwy., Suite 295Alpharetta, GA 30022Office 770.741.0227
SCALE:SCALE:SCALE:
03/08/2017
ProductsPlotID Length Product Plies Net QtyBM1(2)16'x10'LVL 10-00-00 1 3/4" X 16" LVL 2 2
BM1(2)16'x10'LVLS01 S01
S07
S07
S09
S10
S10
S02
S08
S01A
S06(
5)
S03(
8)
S03(
7)S0
4(3)
1-04-00
43-0
0-00
44-0
4-00
4-04-00 4-08-00 10-00-00 4-08-00
23-08-00
23-08-00
15-0
0-00
8-04
-00
9-10-00
LOT 21 Astor V_F
S101
S108
S105
S111
S105
S102
S109
S110
S106
(4)
S103
(8)
S103
(7)
S104
(3)
4-04-00
23-08-00
23-08-00
15-0
0-00
8-04
-00
9-10-00
LOT 22 Gramercy V_H
S201
S205
S210
S205
S202
S209
S211
S203
(9)
S206
(5)
S203
(7)
S204
(3)
1-04-00
41-0
8-00
4-04-00
23-08-00
23-08-00
15-0
0-00
8-04
-00
9-10-00
19-04-00
LOT 20 Chelsea V_E
DD
D
D
D
DD
DD
D
D
D
D
DD D
D
D
D
D
DD
19-04-00
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 : = 0
HANGERS
SYMBOL TYPE QTY
A HUS26 0
B THDH26-2 0
C THDH410 0
D MSH422 22
E HUS410 0
F HJC26 0
G NA 0
H NA 0
AC
AD
IA H
OM
ES
AN
D N
EIG
HB
OR
HO
OD
S
CH
AM
BLE
E 2
0-22
3R
D F
LOO
R
CH
AM
BLE
E
20-1
0-10
40-1
0-5
19.2
" O.C
.IR
C 2
012
9779
6903
/02/
17N
TSIA
S
Shop
Dra
win
gA
ppro
val
THIS
LAY
OU
TIS
THE
SOLE
SOU
RC
EFO
RFA
BR
ICA
TIO
NO
FTR
USS
ES
AND
VO
IDS
ALL
PR
EV
IOU
SA
RC
HIT
EC
TUR
ALO
RO
THER
TRU
SS
LAY
OU
TS.R
EV
IEW
AND
AP
PRO
VA
LO
FTH
ISLA
YO
UT
MU
ST
BE
RE
CE
IVED
BEFO
RE
AN
YTR
USS
ES
WIL
LBE
BU
ILT.
BY
SIG
NIN
GIA
MV
ERIF
YIN
GA
LLC
ON
DIT
ION
STO
INS
UR
EAG
AIN
ST
CH
AN
GE
STH
AT
WIL
LR
ESU
LTIN
EX
TRA
CH
AR
GE
S.
BAC
KCH
ARG
ES
WIL
LN
OT
BE
AC
CE
PTE
DW
ITH
OU
TPR
IOR
APP
RO
VA
LB
YP
RO
BUIL
DW
ITH
IN48
HO
UR
SO
FD
ELI
VER
Y.
THIS
ISA
TRU
SS
PLA
CEM
EN
TD
IAG
RAM
ON
LY.T
hese
truss
esar
ede
sign
edas
indi
vidu
albu
ildin
gco
mpo
nent
sto
bein
corp
orat
edin
toth
ebu
ildin
gde
sign
atth
esp
ecifi
catio
nof
the
build
ing
desi
gner
.See
indi
vidu
alde
sign
shee
tsfo
reac
htru
ssde
sign
iden
tifie
don
the
plac
emen
tdra
win
g.Th
ebu
ildin
gde
sign
eris
resp
onsi
ble
for
tem
pora
ryan
dpe
rman
entb
raci
ngof
the
roof
and
floor
syst
eman
dfo
rthe
over
alls
truct
ure.
The
desi
gnof
the
truss
supp
orts
truct
ure
incl
udin
ghe
ader
s,be
ams,
wal
ls,a
ndco
lum
nsis
the
resp
onsi
bilit
yof
the
build
ing
desi
gner
.For
gene
ralg
uida
nce
rega
rdin
gbr
acin
g,co
nsul
t"B
raci
ngof
Woo
dTr
usse
s"av
aila
ble
from
the
Trus
sP
late
Inst
itute
,583
D'O
nifri
oD
rive,
Mad
ison
,WI5
3179
.
____
____
____
____
____
____
____
____
____
____
____
____
____
____
____
____
____
Appr
oved
By
Dat
e
Job
Num
ber
Nor
cros
s:77
0813
-220
0Vi
llaR
ica:
678-
785-
3915
Visi
tus
at:w
ww
.bld
r.com
Sca
leD
ate
Dra
wn
By
Roo
fLoa
ding
Add
ress
/Lot
Cus
tom
er
Spa
cing
Cod
eFl
oor
Load
ing
Mod
el
SHEET NO.
OF
DRAWN BY:
SCALE:
START DATE:
SUBDIVISION COLLECTION:
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
HE 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
DISCLAIMER:
REV. DATEREV. NO.
REVISION CHANGES:
THIS COPYRIGHTED DESIGN IS THESOLE PROPERTY OF TAYLORMORRISON AND MAY NOT BE USEDOR REPRODUCED WITHOUT THEEXPRESSED WRITTEN CONSENT OFTHE ACADIA HOMES ANDNEIGHBORHOODS
CAUTION: ONLY A QUALIFIEDDESIGNER, ARCHITECT,CONTRACTOR OR STRUCTURALENGINEER SHOULD ATTEMPTTO MODIFY THIS PLAN.
4400 North Point Pkwy., Suite 295Alpharetta, GA 30022Office 770.741.0227
SCALE:SCALE:SCALE:
03/08/2017
6:12 SLOPEASPHALT SHINGLES
6:12SLOPE
4:12 SLOPE
BRICKSTEPS
10
'-11 8"
8'-1
1 8"
1ST FLR.
PLATE
9'-1
1 8"
7'-1
11 8"
6'-1
11 8"
2ND FLR.
TERRACE
HDR. HGT.
6'-1
11 8"
HDR. HGT.
PLATE
13
'-0"
5'-2
"
PLATEHDR. HGT.
6'-1
01 2"
12
8
12
8DECORATVE CORBEL @
16" O.C.- FYPON 8x12x3OR SIMILAR, TYP.
8" FREIZE W/ 4"CROWN, TYP.
STONE PEDIMENT, TYP.
18X24 RECT.VENT
4'-0" 4'-0"
BRICK VENEER,TYP.
BRICK VENEER,TYP.
BRICK VENEER,TYP.
STONEVENEER,
TYP.
1'-4
3/4
"1
'-4 3
/4"
6:12 SLOPEASPHALT SHINGLES
6:12SLOPE
4:12SLOPE
WROUGHTIRON RAIL
BRICKSTEPS
10'-1
1 8"
8'-1
1 8"
9'-1
1 8"
7'-1
11 8"
6'-1
11 8"
6'-1
11 8"
11'-8
1 2"
5'-2
"
1ST FLR.
PLATE2ND FLR.
TERRACE
HDR. HGT.
HDR. HGT.
PLATE
PLATEHDR. HGT.
DECORATVE CORBEL @24" O.C.- FYPON 8x12x3
OR SIMILAR, TYP.
8" FREIZE W/ 4"CROWN, TYP.
STONE PEDIMENT, TYP.
2040 WINDOW INDORMER, TYP.
BRICK VENEER, TYP.
1'-4
3/4
"1'-4
3/4
"
6:12 SLOPEASPHALT SHINGLES
BRICK VENEER,TYP.
BRICKSTEPS
12
8
12
8
10'-1
1 8"
8'-1
1 8"
9'-1
1 8"
7'-1
11 8"
6'-1
11 8"
6'-1
11 8"
11'-8
1 2"
5'-2
"
1ST FLR.
PLATE2ND FLR.
TERRACE
HDR. HGT.
HDR. HGT.
PLATE
PLATEHDR. HGT.
HARDI-PLY
3' RADIUS VENT
DECORATVE CORBEL @16" O.C.- FYPON 8x12x3
OR SIMILAR, TYP.
8" FREIZE W/ 4"CROWN, TYP.
12" PLANKSHUTTER, TYP.
STONE VENEER,TYP.
METAL EYEBROW, TYP.
ARCHEDSTONEPEDIMENT,TYP.
1'-4
3/4
"1'-4
3/4
"
BRICK VENEER,TYP.
SHEET NO.
OF
DRAWN BY:
SCALE:
START DATE:
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ITHOUT T
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TEN P
ERMIS
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N O
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HE 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
DISCLAIMER:
REV. DATEREV. NO.
REVISION CHANGES:
THIS COPYRIGHTED DESIGN IS THESOLE PROPERTY OF TAYLORMORRISON AND MAY NOT BE USEDOR REPRODUCED WITHOUT THEEXPRESSED WRITTEN CONSENT OFTHE ACADIA HOMES ANDNEIGHBORHOODS
CAUTION: ONLY A QUALIFIEDDESIGNER, ARCHITECT,CONTRACTOR OR STRUCTURALENGINEER SHOULD ATTEMPTTO MODIFY THIS PLAN.
4400 North Point Pkwy., Suite 295Alpharetta, GA 30022Office 770.741.0227
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03/08/2017
1'-4
" O.H
.AT
FRO
NT
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OF
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HE A
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HOMES A
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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
DISCLAIMER:
REV. DATEREV. NO.
REVISION CHANGES:
THIS COPYRIGHTED DESIGN IS THESOLE PROPERTY OF TAYLORMORRISON AND MAY NOT BE USEDOR REPRODUCED WITHOUT THEEXPRESSED WRITTEN CONSENT OFTHE ACADIA HOMES ANDNEIGHBORHOODS
CAUTION: ONLY A QUALIFIEDDESIGNER, ARCHITECT,CONTRACTOR OR STRUCTURALENGINEER SHOULD ATTEMPTTO MODIFY THIS PLAN.
4400 North Point Pkwy., Suite 295Alpharetta, GA 30022Office 770.741.0227
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SCALE:
03/08/2017
PDS
PD
S
PDS
Cosmetic dormers stick frame by bldr.
No Gable end trussesfield framed by bldr.
HVAC HVAC HVAC
43-0
0-00
4-04-00 19-04-00
23-08-00
23-08-00
15-0
0-002-00-00
10-0
8-08
2-00-00
14-06-00
LOT 20 Chelsea V_E
4-04-00 19-04-00
23-08-00
23-08-00
15-0
0-00
2-00-00
10-0
8-08
2-00-00
14-06-00
LOT 21 Astor V_F43
-00-
00
23-08-00
23-08-00
15-0
0-00
2-00-00
10-0
8-08
2-00-00
14-06-00
LOT 22 Gramercy V_H
R01
R02
R02
R07
R02
R05
R06
R10
R12
R13
R08
R05
V01 V02
P02 P0
3
P03
P02P0
3
P03
R03(4)R03(5) R04(5)R04(5) R09(3) R11(5)
P02(10)P02(11)P02(12)
2-03
-09
23-08-007-
05-0
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 : = 3964.84
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
AN
D N
EIG
HB
OR
HO
OD
S
CH
AM
BLE
E 2
0-22
CH
AM
BLE
E
20-1
0-10
40-1
0-5
24" O
.C.
IRC
201
2
9779
8703
/02/
17N
TSIA
S
Shop
Dra
win
gA
ppro
val
THIS
LAY
OU
TIS
THE
SOLE
SOU
RC
EFO
RFA
BR
ICA
TIO
NO
FTR
USS
ES
AND
VO
IDS
ALL
PR
EV
IOU
SA
RC
HIT
EC
TUR
ALO
RO
THER
TRU
SS
LAY
OU
TS.R
EV
IEW
AND
AP
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VA
LO
FTH
ISLA
YO
UT
MU
ST
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RE
CE
IVED
BEFO
RE
AN
YTR
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ES
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LBE
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ILT.
BY
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ERIF
YIN
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ION
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INS
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AT
WIL
LR
ESU
LTIN
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TRA
CH
AR
GE
S.
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KCH
ARG
ES
WIL
LN
OT
BE
AC
CE
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DW
ITH
OU
TPR
IOR
APP
RO
VA
LB
YP
RO
BUIL
DW
ITH
IN48
HO
UR
SO
FD
ELI
VER
Y.
THIS
ISA
TRU
SS
PLA
CEM
EN
TD
IAG
RAM
ON
LY.T
hese
truss
esar
ede
sign
edas
indi
vidu
albu
ildin
gco
mpo
nent
sto
bein
corp
orat
edin
toth
ebu
ildin
gde
sign
atth
esp
ecifi
catio
nof
the
build
ing
desi
gner
.See
indi
vidu
alde
sign
shee
tsfo
reac
htru
ssde
sign
iden
tifie
don
the
plac
emen
tdra
win
g.Th
ebu
ildin
gde
sign
eris
resp
onsi
ble
for
tem
pora
ryan
dpe
rman
entb
raci
ngof
the
roof
and
floor
syst
eman
dfo
rthe
over
alls
truct
ure.
The
desi
gnof
the
truss
supp
orts
truct
ure
incl
udin
ghe
ader
s,be
ams,
wal
ls,a
ndco
lum
nsis
the
resp
onsi
bilit
yof
the
build
ing
desi
gner
.For
gene
ralg
uida
nce
rega
rdin
gbr
acin
g,co
nsul
t"B
raci
ngof
Woo
dTr
usse
s"av
aila
ble
from
the
Trus
sP
late
Inst
itute
,583
D'O
nifri
oD
rive,
Mad
ison
,WI5
3179
.
____
____
____
____
____
____
____
____
____
____
____
____
____
____
____
____
____
Appr
oved
By
Dat
e
Job
Num
ber
Nor
cros
s:77
0813
-220
0Vi
llaR
ica:
678-
785-
3915
Visi
tus
at:w
ww
.bld
r.com
Sca
leD
ate
Dra
wn
By
Roo
fLoa
ding
Add
ress
/Lot
Cus
tom
er
Spa
cing
Cod
eFl
oor
Load
ing
Mod
el
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
05/05/2016
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HOMES A
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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
DISCLAIMER:
REV. DATEREV. NO.
REVISION CHANGES:
THIS COPYRIGHTED DESIGN IS THESOLE PROPERTY OF TAYLORMORRISON AND MAY NOT BE USEDOR REPRODUCED WITHOUT THEEXPRESSED WRITTEN CONSENT OFTHE ACADIA HOMES ANDNEIGHBORHOODS
CAUTION: ONLY A QUALIFIEDDESIGNER, ARCHITECT,CONTRACTOR OR STRUCTURALENGINEER SHOULD ATTEMPTTO MODIFY THIS PLAN.
4400 North Point Pkwy., Suite 295Alpharetta, GA 30022Office 770.741.0227
SCALE:
SCALE:SCALE:
03/08/2017