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

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 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

nsen

d at

Toc

o H

ills

Lot1

1-19

32 T

owns

end

Cou

rtA

tlant

a, G

A 3

0329

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

Cou

rtA

tlant

a, G

A 3

0329

09/22/2016

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.

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

Cou

rtA

tlant

a, G

A 3

0329

09/22/2016

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

rtA

tlant

a, G

A 3

0329

09/22/2016

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

ES

& N

EIG

HB

OR

HO

OD

S

BE

DF

OR

D I

I A

LO

T 1

1,

TO

WN

SE

ND

AT

TO

CO

HIL

LS

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

TH

ISLA

YO

UT

IST

HE

SO

LE

SO

UR

CE

FO

RF

AB

RIC

AT

ION

OF

TR

US

SE

SA

ND

VO

IDS

AL

LP

RE

VIO

US

AR

CH

ITE

CT

UR

AL

OR

OT

HE

RT

RU

SS

LA

YO

UT

S.

RE

VIE

WA

ND

AP

PR

OV

AL

OF

TH

ISLA

YO

UT

MU

ST

BE

RE

CE

IVE

DB

EF

OR

EA

NY

TR

US

SE

SW

ILL

BE

BU

ILT

.B

YS

IGN

ING

IA

MV

ER

IFY

ING

AL

LC

ON

DIT

ION

ST

OIN

SU

RE

AG

AIN

ST

CH

AN

GE

ST

HA

TW

ILL

RE

SU

LT

INE

XT

RA

CH

AR

GE

S.

BA

CK

CH

AR

GE

SW

ILL

NO

TB

EA

CC

EP

TE

DW

ITH

OU

TP

RIO

RA

PP

RO

VA

LB

YP

RO

BU

ILD

WIT

HIN

48

HO

UR

SO

FD

EL

IVE

RY

.

TH

ISIS

AT

RU

SS

PL

AC

EM

EN

TD

IAG

RA

MO

NL

Y.

The

se

tru

sse

sa

red

esig

ne

da

sin

div

idu

al

bu

ildin

gco

mp

on

en

tsto

be

inco

rpo

rate

din

toth

eb

uild

ing

de

sig

na

tth

esp

ecific

atio

no

fth

eb

uild

ing

de

sig

ne

r.S

ee

ind

ivid

ua

lde

sig

nshe

ets

for

ea

ch

tru

ss

de

sig

nid

en

tifie

do

nth

ep

lacem

en

td

raw

ing

.T

he

bu

ildin

gd

esig

ne

ris

resp

on

sib

lefo

rte

mp

ora

rya

nd

pe

rman

en

tb

racin

go

fth

ero

of

an

dflo

or

syste

ma

nd

for

the

ove

rall

str

uctu

re.

Th

ed

esig

no

fth

etr

uss

su

pp

ort

str

uctu

rein

clu

din

gh

ea

de

rs,

be

am

s,

wa

lls,

an

dco

lum

ns

isth

ere

sp

on

sib

ility

of

the

bu

ildin

gd

esig

ne

r.F

or

ge

ne

ralg

uid

an

ce

reg

ard

ing

bra

cin

g,

con

su

lt"B

racin

go

fW

oo

dT

russe

s"

ava

ilab

lefr

om

the

Tru

ss

Pla

teIn

stitu

te,

58

3D

'On

ifrio

Dri

ve

,Ma

dis

on

,W

I5

31

79

.

__

__

__

__

__

__

___

__

___

__

___

__

___

__

__

__

__

__

__

__

__

___

__

__

__

__

___

__

___

__

_A

pp

rove

dB

yD

ate

Jo

bN

um

be

r

Norcross:770813-2200

VillaRica:678-785-3915

Visitusat:www.bldr.com

Sca

leD

ate

Dra

wn

By

Ro

of

Lo

ad

ing

Ad

dre

ss

/Lo

t

Cu

sto

me

r

Sp

acin

gC

od

eF

loo

rL

oa

din

g

Mod

el

Tow

nsen

d at

Toc

o H

ills

Lot1

1-19

32 T

owns

end

Cou

rtA

tlant

a, G

A 3

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