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

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SED IN A

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ITHOUT T

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TEN P

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HOMES A

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TAYLOR M

ORRIS

ON -

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AYLOR M

ORRIS

ON

210

0 P

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s Fer

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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 HillsLot 9-1928 Townsend Court

Atlanta, GA 30329

TYPE OF CONSTRUCTIONType V-B Residential

Conventional Light-FrameWood Construction

Non Sprinklered

OCCUPANCYCLASSIFICATION

Single FamilyHome-Attached

ARLINGTON 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.

GUEST BDR.

9' CLG.

5'-0"

15'-9

1 2"4'

-0"

5'-31 2"

2'-41 2"

10'-1112"5'-512"

10'-6

1 2"

2468

2468

4'-512"

5'-512"WH

18'-8"

34"x60"SHOWER

UP 17R W/10" TREADS

2 CAR GARAGE

9' CLG.CONC.

STORAGE

9' CLG.CONC.

BATH 39' CLG.

MEDIA RM.

9' CLG.

16070 O.H. GARAGE DOOR

5'-0"

19'-9

1 2"7'

-1"

11'-1

1 2"

15'-9

1 2"4'

-0"

5'-31 2"

2'-41 2"

23'-8"10'-1112"12'-812"

5'-512"5'-6"1'-10"7'-212"3'-8"

10'-6

1 2"

1'-6" 15'-8" 1'-6"

30681 LITEEXT.DR.

2468

2468

2468

2868 EXT.1HR. DR.

4068

S.O

.

4'-512"4'-712"5'-312"9'-312"

5'-512"3'-712"5'-312"2'-412"6'-11"

NOTE:58" TYPE X GYP. BRD. ON ALLSURFACES OF GARAGE ADJACENTTO HEATED SPACES

WH

5'-0

"

AT 12" O.C.

ALL LOAD BEARING WALLSTO BE 2x4 FRAMING

3050 3050

WALL SEPARATING GARAGE ANDHEATED SPACE TO BE SHEARWALL:7/16" OSB W/ 10d NAILS @ 4"O.C.BLOCK HORIZ. PANEL JOINTS, TYP.

2X6 WALL

16070 O.H. GARAGE DOOR

19'-9

1 2"7'

-1"

11'-1

1 2"

3'-8"

1'-6"

6'-11"

NOTE:58" TYPE X GYP. BRD. ON ALLSURFACES OF GARAGE ADJACENTTO HEATED SPACES

ALL LOAD BEARING WALLSTO BE 2x4 FRAMING

3050

WALL SEPARATING GARAGE ANDHEATED SPACE TO BE SHEARWALL:7/16" OSB W/ 10d NAILS @ 4"O.C.BLOCK HORIZ. PANEL JOINTS, TYP.

3'-6"

7'-1

"11

'-11 2"

3'-312"

MECH. CHASE

1'-7"

17'-5

"2'

-41 2"

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"

2468

LAUNDRY

8' CLG.

7'-512"

TEMP.

5'-312"

1'-8

" CHASE

4'-712"

92"X42"SHOWER

PAN

SEAT

2X6

WAL

L

2040

2X6

WAL

L

1'-1012"5'-712"

23'-8"

5'-712"

3'-612"6'-0"3'-6"

18'-8" 5'-0"

OWNER'SSUITE

TRAY CLG.

OWNER'SBATH8' CLG.

W.I.C.8' CLG.

3050

2668

2668

3050 3050TEMP.

BATH 28' CLG.

BEDROOM 2

TRAY CLG.

3050

4'-0

"3'

-7"

5"

DOWN 18R W/10" TREADS

2468

2468

13'-012"

2'-112" 3'-6"

W.I.C.8' CLG.

8'-1

11 2"

6'-3

"7'

-6"

3050

16'-2" 7'-6"3'-312" 9'-1012" 3'-0"

3'-31 2"

9'-6

"4'

-21 2"3'

-7"

3'-91 2"

3'-3

"2'

-3"

5'-71 2"

LI

NEN

4 S

H.

2468

2868

2068

2468

2468

LAUNDRY

8' CLG.

7'-512"2'-10"

2'-6

"

TEMP.

5'-312"1'-0"3'-3"

OPEN RAIL

1'-8

" CHASE

4'-712"6'-0"13'-012"

9'-71 2"

25.5

"x54.

5"PD

S

9'-712"

MECH. CHASE

1'-7"

17'-5

"2'

-41 2"

92"X42"SHOWER

PAN

SEAT

2X6

WAL

L

2040

2X6

WAL

L

1'-1012"5'-712"

1'-0

" O.H

.AT

FRO

NT

6:12

6:12

1'-0

" O.H

.AT

REA

R

MAIN RIDGE

6:12

6:12

4:12

HVACPLATFORM

6:12

4:12

HVACPLATFORM

6" O.H.AT SIDES

6" O.H.AT SIDES

312" 31

2"

WH WH

23'6"x10' DECK ABOVE 23'6"x10' DECK ABOVE

12'x10' CONCRETE PATIO 12'x10' CONCRETE PATIO

UP 18R W/10" TREADS

DN 16R W/10" TREADS

KITCHEN10' CLG.

FOYER10' CLG.

23'-8"

11'-1

1 2"

18'-412" 5'-312"

UP 7

R W

/10

" TRE

ADS

3'-61 2"

6'-5

"3'

-3"

PWDR9' CLG.

COATS

PA

NTR

Y4 S

HLV

S.

DINING ROOM

10' CLG.

2'-8"21'-0"

2'-10"4'-11"3'-012"3'-012"3'-012"4'-112"

2'-3"

23'6"x10' DECK

7'-1

"

2480

2480

2880

S.O

.

FAMILY ROOM

10' CLG.

28681 LITEEXT. DR. W/12" TRANS

3080EXT. DR.3/4 LITEw/3030TRANS.

2860 2860 2860 2860

TRIPLE-2860

(2)2080

6'-81 2"

13'-1

1"

4'-1

01 2"8'

-6"

4'-1

0"

3'-10" 6'-712" 5'-212" 2'-0"

3'-4" 2'-8"

3'-61 2"

3'-61 2"

4'-21 2"

2'-1

"13

'-21 2"

7'-0"4'-712"5'-312"

8'-1

01 2"9'

-6"

7'-3

"

4'-812"

10'-6

"

4'-4" 10'-0" 4'-012"

1'-0

"

11"3'-6"11"

11" FLUSH OVERHANGW/ 3 POSTSOPEN RAIL

2'-312"

6'-112"

WALLOVEN2'

-31 2"4'

-31 2"

2'-312"

1'-112"

5'-0"5'-0"

1'-0

"

36" D

IREC

T VE

NTFI

REPL

ACE

DROP CLG. HGT.@BUILT-INS TO 9' CLG.

DROP CLG. HGT.@BUILT-INS TO 9' CLG.

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

213

'-11"

4'-1

01 2"8'

-6"

3'-4" 2'-8"

6'-112"

WALLOVEN

5'-0"

4'-0

"

6'-7

"7'

-1"

CO

ATS

POWDER

2'-8"2480

1'-6

23'6"x10' DECK

4'-1

01 2"6'

-6"

4'-1

01 2"

3010

TRA

NS.

5'-3123'-11"

4'-1

0"

3'-3

"

2'-312"

MECH.CHASE

DROP CLG. HGT.@BUILT-INS TO 9' CLG.

4'-0

"15

'-4"

5'-0"

GRADEBEAM, TYP.

4" CONC. SLAB W/ 6x6 10/10 W.W.M.

7'-2"

FOOTING w/#4 REBAR EA. WAY,TYP.

18"x18"x12"

13'-1

"5'

-71 2"

8'-1112"

19'-4

"

4'-0

"15

'-4"

18'-8" 5'-0"1'-6" 15'-8" 1'-6"

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.

7'-2" 7'-2" 7'-2"

6"x6" PT.POST (TYP.)

FOOTING w/#4 REBAR EA. WAY,TYP.

18"x18"x12"

23'6"x10' DECK ABOVE

11'-3

1 2"7'

-5"

13'-1

"5'

-71 2"

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.

GRADEBEAM, TYP.

8'-1112"1'-812"13'-0"

SLOPE 1/8" PERFO

OT

18'-8

"19

'-4"

1'-6"

23'6"x10' DECK ABOVE

12'0"x10'0"CONCRETE PATIO

12'-0"10"

10'-0

"

10"

10'-0

"

WH WHWH WH

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 ANCHORBOLT 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

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Lot 9

-192

8 To

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end

Cou

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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

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09/22/2016

Products

PlotID Length Product Plies Net Qty

BM1 8-00-00 1 3/4" X 16" LVL 2 2

BM2 5-00-00 1 3/4" X 16" LVL 2 2

STAIRS

2' SPACE PERREQUEST

ISLANDABOVE

STAIRS

FIREPLACE

ABOVE

THREAD THROUGH 2X8FOR CANTILEVER SECTION

BM1

BM2

F63

F63

F64

F64F64

F64

F65

F71

F68

F67

F67

F67

F77

F75

F74

F74

F74

F74

F78

F79

F79

F79

F79

F79

F76

F72

F01

F66

F73

F69

F70

F19

F19

F19

F19

F19

F19

F19

F19

F19

F19

F19

F19

F19

F19

F19

F19

F19

F19

F19

F19

F19

F19

F19

F19

F19

FD

D

D

D

D

H

D

D

H

D

D

E

D

RIMBOARD DECK ATTACHMENT BY OTHERS

34-00-00

18-04-08 5-03-08

23-08-00

1-07-03

1-07-03

1-07-03

1-07-03

8-14

1-07-03

1-02-06

1-07-03

1-07-03

1-07-03

1-07-07

2-00-00

1-01-13

9-08

1-07-03

1-07-03

1-07-03

1-05-15

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 10

E HUS410 1

F MSH422R 1

G NA 0

H MSH422L 1

ACADIA HOMES & NEIGHBORHOODS

ARLINGTON II A

LOT 9, TOWNSEND AT TOCO HILLS

20-10-10

40-10-5

19.2" O.C.

IRC 2012

887514

09/20/2016NTS

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

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3'-6"

OWNER'S

TRAY CLG.

3050

7'-1

"11

'-11 2"

BEDROOM 2TRAY CLG.

DOWN 18R W/10" TREADS

3050

3'-312"

9'-712

MECH. CHASE

1'-7"

17'-5

"2'

-41 2"

5'-0"

OWNER'SBATH8' CLG.

W.I.C.8' CLG.

BATH 28' CLG.

4'-0

"3'

-7"

5"2468

3'-6"

8'-1

11 2"

6'-3

"7'

-6"

7'-6"

2468

2868

2468

LAUNDRY

8' CLG.

7'-512"

TEMP.

5'-312"1'-0"

1'-8

" CHASE

4'-712"

9'-71 2"

92"X42"SHOWER

PAN

SEAT

2X6

WAL

L

2040

2X6

WAL

L

1'-1012"5'-712"

23'-8"

5'-712"

3'-612"6'-0"3'-6"

18'-8" 5'-0"

OWNER'SSUITE

TRAY CLG.

OWNER'SBATH8' CLG.

W.I.C.8' CLG.

3050

2668

2668

3050 3050TEMP.

BATH 28' CLG.

BEDROOM 2

TRAY CLG.

3050

4'-0

"3'

-7"

5"

DOWN 18R W/10" TREADS

2468

2468

13'-012"

2'-112" 3'-6"

W.I.C.8' CLG.

8'-1

11 2"

6'-3

"7'

-6"

3050

16'-2" 7'-6"3'-312" 9'-1012" 3'-0"

3'-31 2"

9'-6

"4'

-21 2"3'

-7"

3'-91 2"

3'-3

"2'

-3"

5'-71 2"

LI

NEN

4 S

H.

2468

2868

2068

2468

2468

LAUNDRY

8' CLG.

7'-512"2'-10"

2'-6

"

TEMP.

5'-312"1'-0"3'-3"

OPEN RAIL

1'-8

" CHASE

4'-712"6'-0"13'-012"

9'-71 2"

25.5

"x54.

5"PD

S

9'-712"

MECH. CHASE

1'-7"

17'-5

"2'

-41 2"

92"X42"SHOWER

PAN

SEAT

2X6

WAL

L

2040

2X6

WAL

L

1'-1012"5'-712"

1'-0

" O.H

.AT

FRO

NT

6:12

6:12

1'-0

" O.H

.AT

REA

R

MAIN RIDGE

6:12

6:12

4:12

HVACPLATFORM

6:12

6:12

4:12

HVACPLATFORM

6" O.H.AT SIDES

6" O.H.AT SIDES

UP 18R W/10" TREADS

DN 16R W/10" TREADS

KITCHEN10' CLG.

FOYER10' CLG.

23'-8"

11'-1

1 2"

18'-412" 5'-312"

UP 7

R W

/10

" TRE

ADS

3'-61 2"

6'-5

"3'

-3"

PWDR9' CLG.

COATS

PA

NTR

Y4 S

HLV

S.

DINING ROOM

10' CLG.

2'-8"21'-0"

2'-10"4'-11"3'-012"3'-012"3'-012"4'-112"

2'-3"

23'6"x10' DECK

7'-1

"

2480

2480

2880

S.O

.

FAMILY ROOM

10' CLG.

28681 LITEEXT. DR. W/12" TRANS

3080EXT. DR.3/4 LITEw/3030TRANS.

2860 2860 2860 2860

TRIPLE-2860

(2)2080

6'-81 2"

13'-1

1"

4'-1

01 2"8'

-6"

4'-1

0"

3'-10" 6'-712" 5'-212" 2'-0"

3'-4" 2'-8"

3'-61 2"

3'-61 2"

4'-21 2"

2'-1

"13

'-21 2"

7'-0"4'-712"5'-312"

8'-1

01 2"9'

-6"

7'-3

"

4'-812"

10'-6

"

4'-4" 10'-0" 4'-012"

1'-0

"

11"3'-6"11"

11" FLUSH OVERHANGW/ 3 POSTSOPEN RAIL

2'-312"

6'-112"

WALLOVEN2'

-31 2"4'

-31 2"

2'-312"

1'-112"

5'-0"5'-0"1'

-0"

36" D

IREC

T VE

NTFI

REPL

ACE

DROP CLG. HGT.@BUILT-INS TO 9' CLG.

DROP CLG. HGT.@BUILT-INS TO 9' CLG.

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

6'-81 2"

13'-1

1"

4'-1

01 2"8'

-6"

3'-4" 2'-8"

4'-812"

6'-112"

WALLOVEN

5'-0"

4'-0

"

UP 18R W/10" TREADS

6'-7

"7'

-1"

9'-4"

CO

ATS

POWDER

2'-8"

3'-1112

2480

1'-612"

23'6"x10' DECK

4'-1

01 2"6'

-6"

4'-1

01 2"

3010

TRA

NS.

2480

2040 TEMP.

5'-312"

3'-11" 1'-412"

4'-1

0"

3'-3

"

2'-312"

MECH.CHASE

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.

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

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Products

PlotID Length Product Plies Net Qty

BM1 10-00-00 1 3/4" X 16" LVL 2 2

STAIRS

BM1S27

S28

S28

S13

S13

S13

S13

S13

S13

S13

S13S13

S13

S19

S15

S16

S17

S17

S17

S17

S14

S13

S13

S13

S13

S13

S13

S12

S18

S20

S27

S17

S37

S37

S37

S37

S37

S37

S37

S37

S37

S37

S37

S37

S37

S37

S37

S37

S37

S37

S37

S37

S37

S37

S37

S37

S37

S37

S37

S37

S37

S37

S37

S37

S37

D

D

D

D

D

D

D

1-00-00

38-00-00

1-00-00

4-00-00

34-00-00

4-04-00 10-00-00 4-04-00

5-00-00

23-08-00

1-03-00

1-07-03

1-05-05

1-07-03

1-07-03

1-07-03

1-07-03

1-07-03

1-07-03

1-07-03

9-13

1-07-03

1-07-03

1-00-00

1-07-03

1-00-00

1-07-03

1-00-00

10-10

1-07-03

1-07-03

1-07-03

1-07-03

1-07-03

1-07-03

1-06-06

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 7

E HUS410 0

F HJC26 0

G NA 0

H NA 0

ACADIA HOMES & NEIGHBORHOODS

ARLINGTON II A

LOT 9, TOWNSEND AT TOCO HILLS

20-10-10

40-10-5

19.2" O.C.

IRC 2012

887517

09/21/2016

NTS

TAL

ShopDrawingApproval

THIS

LAYOUTIS

THESOLESOURCEFORFABRICATIONOFTRUSSESANDVOIDSALLPREVIOUS

ARCHITECTURALOROTHERTRUSSLAYOUTS.REVIEW

ANDAPPROVALOFTHIS

LAYOUTMUST

BERECEIVEDBEFOREANYTRUSSESWILLBEBUILT.BYSIGNING

IAM

VERIFYING

ALL

CONDITIONSTO

INSUREAGAINSTCHANGESTHATWILLRESULTIN

EXTRACHARGES.

BACKCHARGESWILLNOTBEACCEPTEDWITHOUTPRIORAPPROVALBYPROBUILDWITHIN

48

HOURSOFDELIVERY.

THIS

ISATRUSSPLACEMENTDIAGRAM

ONLY.Thesetrussesare

designedasindividualbuilding

components

tobeincorporatedinto

thebuildingdesignatthespecificationofthebuildingdesigner.See

individualdesignsheets

foreachtrussdesignidentifiedontheplacementdrawing.Thebuildingdesigneris

responsible

fortemporary

andperm

anentbracingoftheroofandfloorsystem

andfortheoverallstructure.

Thedesignofthetrusssupportstructure

includingheaders,beams,walls,andcolumnsistheresponsibility

ofthebuildingdesigner.Forgeneralguidanceregardingbracing,consult"BracingofWoodTrusses"

available

from

theTrussPlate

Institute,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

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3'-6"

3050

7'-1

"11

'-11 2"

3050

3'-312"

9'-7

MECH. CHASE

1'-7"

17'-5

"2'

-41 2"

5'-0"

OWNER'SBATH8' CLG.

W.I.C.8' CLG.

BATH 28' CLG.

4'-0

"3'

-7"

5"2468

3'-6"

8'-1

11 2"

6'-3

"7'

-6"

7'-6"

2468

2868

2468

LAUNDRY

8' CLG.

7'-512"

TEMP.

5'-312"1'-0"

1'-8

" CHASE

4'-712"

9'-71 2"

92"X42"SHOWER

PAN

SEAT2X

6 W

ALL

2040

2X6

WAL

L

1'-1012"5'-712"

23'-8"

5'-712"

3'-612"6'-0"3'-6"

18'-8" 5'-0"

OWNER'SSUITE

TRAY CLG.

OWNER'SBATH8' CLG.

W.I.C.8' CLG.

3050

2668

2668

3050 3050TEMP.

BATH 28' CLG.

BEDROOM 2

TRAY CLG.

3050

4'-0

"3'

-7"

5"

DOWN 18R W/10" TREADS

2468

2468

13'-012"

2'-112" 3'-6"

W.I.C.8' CLG.

8'-1

11 2"

6'-3

"7'

-6"

3050

16'-2" 7'-6"3'-312" 9'-1012" 3'-0"

3'-31 2"

9'-6

"4'

-21 2"3'

-7"

3'-91 2"

3'-3

"2'

-3"

5'-71 2"

LI

NEN

4 S

H.

2468

2868

2068

2468

2468

LAUNDRY

8' CLG.

7'-512"2'-10"

2'-6

"

TEMP.

5'-312"1'-0"3'-3"

OPEN RAIL

1'-8

" CHASE

4'-712"6'-0"13'-012"

9'-71 2"

25.5

"x54.

5"PD

S

9'-712"

MECH. CHASE

1'-7"

17'-5

"2'

-41 2"

92"X42"SHOWER

PAN

SEAT

2X6

WAL

L

2040

2X6

WAL

L

1'-1012"5'-712"

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

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6:12 SLOPEASPHALT SHINGLES

6:12 SLOPE

4:12 SLOPE

BRICKSTEPS

10'-1

"8'

-1"

1ST FLR.

PLATE

9'-1

"

7'-1

1"6'

-11"

2ND FLR.

TERRACE

HDR. HGT.

6'-1

1"

HDR. HGT.

PLATE

13'-0

"5'

-2"

PLATEHDR. HGT.

6'-1

01 2"

12

8

12

8DECORATIVE CORBEL @ 16"O.C.- FYPON 8x12x3 ORSIMILAR, 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" FASCIA BRD., TYP.

METAL ROOF

METAL ROOF

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

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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

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ills

Lot 9

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8 To

wns

end

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09/22/2016

FIBER CEMENTSIDING, TYP.

6:12 SLOPEASPHALT SHINGLES

P.T. DECKPOST

DECK RAILPER CODE

6x6 PT

BRICK VENEERWATER TABLE, TYP.

FIBER CEMENTSIDING, TYP.

6'-0" HIGHPRIVACYPANEL

FIBER CEMENTSIDING, TYP.

DECK RAILPER CODE

6'-0" HIGHPRIVACYPANEL

WATER TABLE, TYP.

1'-0

" O.H

.AT

FRO

NT

6:12

6:12

1'-0

" O.H

.AT

REA

R

MAIN RIDGE

6:12

6:12

4:12

HVACPLATFORM

6" O.H.AT SIDES

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

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HOMES A

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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

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Lot 9

-192

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end

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H V A CPLATFORM

P

D

S

A0

7

A0

5

A0

3

A0

7

A0

3

A0

3

A0

6

A0

4

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4

A0

3

A0

2

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3

V01

TRAY

TRAY

2-0

0-0

0

2-00-00

2-00-00

1-0

6-0

0

34

-00

-00

18-08-00 5-00-00

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 : = 1226.57

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

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HB

OR

HO

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S

AR

LIN

GT

ON

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A

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4"

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C 2

01

2

88

75

18

09

/21

/20

16

NT

ST

AL

ShopDrawingApproval

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0329

OWNER'SSUITE

OWNER'SBATH

W.I.C.

BATH 2

BEDROOM 2

W.I.C.

LI

NEN

LAUNDRY

KITCHEN

FOYER

PWDR COATS

PA

NTR

Y DINING ROOM

23'6"x10' DECK

FAMILY ROOM

C

OATS

STORAGE 2 CAR GARAGE

STORAGE

BATH 3

MEDIA RM.

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

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F A

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C

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HT 2

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TAYLOR M

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ON -

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NS A

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F T

AYLOR M

ORRIS

ON

210

0 P

ower

s Fer

ry R

oad, S

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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

Lot 9

-192

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end

Cou

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09/22/2016