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

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SED IN A

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AY W

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C

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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

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6:12 SLOPEASPHALT SHINGLES

BRICK VENEER,TYP.

BRICKSTEPS

12

8

12

8

10'-1

"8'

-1"

9'-1

"

7'-1

1"6'

-11"

6'-1

1"

11'-8

1 2"5'

-2"

1ST FLR.

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

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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

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300

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ant

a, GA 3

0339

Off

ice-

770.3

19.7

424

SCALE:SCALE:

Tow

nsen

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Len

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Lot3

2-21

56 P

resw

ick

Cou

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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

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s Fer

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oad, S

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300

Atl

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0339

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19.7

424

SCALE:SCALE:SCALE:

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Cou

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0319

06/01/2016