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 ParkLot37-2149 Coventry Drive

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

06/20/2016

19'-4

"

1'-6"

11'-3

12 "7'

-5"

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"

38'-0

"

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.

30"x30"x12"

7'-6

"

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.BLOACK HORIZ. PANEL JOINTS, TYP.

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"17

'-81 2"

1'-912"7'-912"

TWIN 3050

2468

2468

2668

2868 EXT.1HR. DR.

38'-0

"

4'-312"3'-912"

23'6"x10' DECK ABOVE

OPE

N TO

ABO

VE

STOR.

NOTE:58" TYPE X GYP. BRD. ON ALLSURFACES 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 LITEEXT.DR.

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

1'-0

"5'

-10"

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

7-21

49 C

oven

try

Dri

veA

tlant

a, G

A 3

0319

06/20/2016

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 6-00-00 1 3/4" X 16" LVL 2 2

ISLANDABOVE

FIREPLACE

ABOVE

BM2

BM1

BM3

F17

F01

F01

F01

F01

F01

F01

F02

F02

F03F02

F03 F02

F04 F05

F06

F07 F08

F09 F10

F11

F11

F12

F13

F14

F14

F15

F15

F15

F16

F74

F74

F74

F74

F74

F74

F74

F74

F74

F74

F06

F74

F74

RIMBOARD DECK ATTACHMENT BY OTHERS

E

E

E

E

E

E

E

E

E

E

E

E

D

D

D

E

E

E

G

H

H

38-00-00

23-08-00

23-08-00

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

1-05-023-13

1-05-07

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

9-032-00

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 15

F HJC26 0

G MSH422R 1

H SKH410L 2

ACADIA HOMES & NEIGHBORHOODS

BEFORD II B

LOT 37 LENOX PARK TOWNHOMES

20-10-10

40-10-5

19.2" O.C.

IRC 2012

813517

06/14/2016NTS

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

Len

ox P

ark

Lot3

7-21

49 C

oven

try

Dri

veA

tlant

a, G

A 3

0319

06/20/2016

11'-5

"

PWDR10' CLG.

4'-1

23'6"x10' DECK

6'-91 2"

2860

3'-10"

5'-3

4'-4"

2'-312"

1

4'-31 2"

2'-312"

1'-112"

KITCHEN10' CLG.

FOYER10' CLG.

23'-8"

15'-0

1 2"

18'-8" 5'-0"

38'-0

"

UP 7

R W

/10

" TRE

ADS

4'-912"

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

SDN

17

RISE

RSW

/ 10"

TRE

ADS

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'-7

"

2'-512" 7'-312" 8" 9'-6" 3'-9"

DROP SOFFIT 12"

2860TEMP. 2860

FAMILY ROOM

10' CLG.

3010

FIX

ED20

20 F

XD.

2020

FXD

.20

20 F

XD.

2'-6

"5'

-01 2"5'

-0"

2'-6

"

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)2860w/12" TRANS.

4'-812"

23'6"x10' DECK

OPE

N TO

BEL

OW

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

3'-012" 3'-012" 3'-012" 4'-912"

11" FLUSH OVERHANGW/ 3 POSTS

WALLOVEN

10"

1'-012"3'-4"11"

2860TEMP.

PWDR10' CLG.

CO

ATS

MEC

HANI

CAL

CHAS

E

2480

2480

5'-0"2'-312"2'-512"

3'-31 2"

3'-8

"3'

-71 2"1'

-4"

5'-11 2"

1'-4

"

3010

FIX

ED

DROP CEILING 12"ON EA. SIDE OFFIREPLACE, 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 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

7-21

49 C

oven

try

Dri

veA

tlant

a, G

A 3

0319

06/20/2016

Products

PlotID Length Product Plies Net Qty

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

PBO1

BM1

S01

S06

S02

S02

S02

S02

S02

S02

S02

S02

S02

S03

S05

S05

S05

S05

S05

S05

S05

S05

S05

S05

S05

S05

S05

S05

S05

S09

S09

S09

S09

S09

S09

S09

S09

S09

S09

S09

S09

S09

S09

S09

S09

S09

S09

S09

E

E

E

E

E

E

E

E

EE

38-00-00

23-08-00

23-08-00

1-07-03

1-07-03

1-07-03

1-07-03

1-07-03

1-07-03

1-07-03

1-07-03

1-03-11

1-07-03

1-07-03

1-07-03

1-07-03

7-00

1-07-03

1-00-03

1-07-03

1-07-03

1-07-03

1-07-03

1-07-03

1-07-03

1-07-03

9-032-00

6-01-08

1-10-11

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 10

F HJC26 0

G NA 0

H NA 0

ACADIA HOMES & NEIGHBORHOODS

BEFORD II B

LOT 37 LENOX PARK TOWNHOMES

20-10-10

40-10-5

19.2" O.C.

IRC 2012

813518

06/14/2016NTS

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

Len

ox P

ark

Lot3

7-21

49 C

oven

try

Dri

veA

tlant

a, G

A 3

0319

06/20/2016

3'-6"

7'-1

"11

'-11 2"

3'-312"

1'-7"

17'-5

"2'

-41"

OWNER'SSUITE

TRAY CLG.

BATH 28' 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"

38'-0

"

14'-9

"12

'-4"

13'-5

"

9'-1

0"

2868

(3)3050

23'-8"10'-11"12'-9"

5'-6"5'-5"7'-3"5'-6"

TWIN 3050TWIN 3050

(2)1668

2468

2468

2668

2468

9'-6

"3'

-31 2"8'

-0"

4'-4

"

6'-1"

2850

3'-4"2'-912"

2020

FXD

.20

20 F

XD.

2020

FXD

.

2'-6

"5'

-01 2"5'

-0"

2'-21 2"

OWNER'SBATH8' CLG.

7'-10"

6'-6

"8'

-3"

92"X42"SHOWER

PAN

5'-312"5'-712"

3'-912"1'-912"

OPE

N RA

IL

8'-1

11 2"3'

-11"

25.5

"x54.

5"PD

S

2'-21 2"

(2)1

668

8'-4" 5'-612"

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.

2068MECH.CHASE

3'-7

"7'

-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

SCA

LE:

Tow

nsen

d at

Len

ox P

ark

Lot3

7-21

49 C

oven

try

Dri

veA

tlant

a, G

A 3

0319

06/20/2016

6:12 SLOPEASPHALT SHINGLES

BRICK VENEER,TYP.

BRICKSTEPS

10'-1

"8'

-1"

9'-1

"

7'-1

1"6'

-11"

6'-1

1"

11'-0

"5'

-2"

7'-6" 10'-8" 7'-6"

1ST FLR.

PLATE2ND FLR.

TERRACE

HDR. HGT.

HDR. HGT.

PLATE

PLATEHDR. HGT.

3:12 SLOPEASPHALT SHINGLES

DECORATIVE CORBEL @ 24"O.C.- FYPON 8x12x3 ORSIMILAR, TYP.

8" FREIZE W/ 4" CROWN,TYP.

2030/3030/2030 FX.WINDOW, TYP.

BRICK JACK ARCH W,STONE KEY, TYP.

15" PLANK SHUTTERS,TYP.

STONE VENEER,TYP.

METAL EYEBROW,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

7-21

49 C

oven

try

Dri

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0319

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10'-1

"8'

-1"

1ST FLR.

PLATE

PLATE

9'-1

"

7'-1

1"6'

-11"

2ND FLR.

TERRACE

HDR. HGT.

HDR. HGT.

6'-1

1"

HDR. HGT.

PLATE

FIBER CEMENTSIDING, TYP.

12

6

P.T. DECK

6'-0" HIGHPRIVACYPANEL

6x6 PT POST

BRICK VENEER, TYP.

12

6

12

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

7-21

49 C

oven

try

Dri

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0319

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TRUSSES LOAED FORDORMER TO BE STICK

FRAMED

P

D

S

H V A CPLATFORM

A01

A03

A03

A03

A04

A04A

A05

A05

A05

A06A

A06

A07

A04A

38-00-00

23-08-00

23-08-00

2-00-0011-11

17-00-01

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 : = 1136.67

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

ACADIA HOMES & NEIGHBORHOODS

BEDFORD II B

LOT 37 LENOX PARK TOWNHOMES

20-10-10

40-10-5

24" O.C.

IRC 2012

813519

06/14/2016

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

Tow

nsen

d at

Len

ox P

ark

Lot3

7-21

49 C

oven

try

Dri

veA

tlant

a, G

A 3

0319

06/20/2016

10'-1

"8'

-1"

1ST FLR.

PLATE

PLATE

9'-1

"

7'-1

1"6'

-11"

2ND FLR.

TERRACE

HDR. HGT.

HDR. HGT.

6'-1

1"

HDR. HGT.

PLATE

6'-0" HIGHPRIVACYPANEL

1'-4

3/4

"1'

-4 3

/4"FIBER CEMENT

SIDING, TYP.

6:12 SLOPEASPHALT SHINGLES

6'-0" HIGHPRIVACYPANEL

P.T. DECKPOST

DECK RAILPER CODE

6x6 PTFIBER CEMENTSIDING, TYP.

BRICK VENEERWATER TABLE, TYP.

6'-0" HIGHPRIVACYPANEL

POST6x6 PT

BRICK VENEER, TYP.

1'-4

" O.H

.AT

FRO

NT

6" O.H.AT SIDES

6" O.H.AT SIDES

6:12

1'-0

" O.H

.AT

REA

R

MAIN RIDGE

6:12

4:12

HVACPLATFORM

1'-0

" O.H

.AT

FRO

NT

6" O.H.AT SIDES

6:12

DRAWN BY:

SCALE:

SHEET NO.

OF

DISCLAIMER:

REVISION CHANGES:

SUBDIVISION COLLECTION:

PLOT DATE:

REV. NO. REV. DATE

THIS COPYRIGHTED DESIGN IS THESOLE PROPERTY OF ACADIA HOMES &NEIGHBORHOODS AND MAY NOT BEUSED OR REPRODUCED WITHOUT THEEXPRESSED WRITTEN CONSENT OFTHE ACADIA HOMES & NEIGHBORHOODS

CAUTION: ONLY A QUALIFIEDDESIGNER, ARCHITECT,CONTRACTOR OR STRUCTURALENGINEER SHOULD ATTEMPT TOMODIFY THIS PLAN.

AND M

AY N

OT B

E R

EPRODUCED, PUBLIS

HED O

R U

SED IN A

NY W

AY W

ITHOUT T

HE W

RIT

TEN P

ERMIS

SIO

N O

F A

CADIA

HOMES A

ND N

EIG

HBORHOODS

C

COPYRIG

HT 2

014

ACADIA

HOMES A

ND N

EIG

HBORHOODS -

-- T

HESE D

RAW

INGS A

ND ITS R

EPRODUCTIO

NS A

RE T

HE P

ROPERTY O

F A

CADIA

HOMES A

ND N

EIG

HBORHOODS

210

0 P

ower

s Fer

ry R

oad, S

uite

300

Atl

ant

a, GA 3

0339

Off

ice-

770.3

19.7

424

SCALE:SCALE:

Tow

nsen

d at

Len

ox P

ark

Lot3

7-21

49 C

oven

try

Dri

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tlant

a, G

A 3

0319

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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.

KITCHEN

FOYER

PA

NTR

Y

DINING ROOM

FAMILY ROOM

PWDR

CO

ATS

OWNER'SSUITE

BATH 2

BEDROOM 2

W.I.C.

W.I.C.

OWNER'SBATH

LAUNDRY

LI

NEN

LAUNDRY

DRAWN BY:

SCALE:

SHEET NO.

OF

DISCLAIMER:

REVISION CHANGES:

SUBDIVISION COLLECTION:

PLOT DATE:

REV. NO. REV. DATE

THIS COPYRIGHTED DESIGN IS THESOLE PROPERTY OF ACADIA HOMES &NEIGHBORHOODS AND MAY NOT BEUSED OR REPRODUCED WITHOUT THEEXPRESSED WRITTEN CONSENT OFTHE ACADIA HOMES & NEIGHBORHOODS

CAUTION: ONLY A QUALIFIEDDESIGNER, ARCHITECT,CONTRACTOR OR STRUCTURALENGINEER SHOULD ATTEMPT TOMODIFY THIS PLAN.

AND M

AY N

OT B

E R

EPRODUCED, PUBLIS

HED O

R U

SED IN A

NY W

AY W

ITHOUT T

HE W

RIT

TEN P

ERMIS

SIO

N O

F A

CADIA

HOMES A

ND N

EIG

HBORHOODS

C

COPYRIG

HT 2

014

ACADIA

HOMES A

ND N

EIG

HBORHOODS -

-- T

HESE D

RAW

INGS A

ND ITS R

EPRODUCTIO

NS A

RE T

HE P

ROPERTY O

F A

CADIA

HOMES A

ND N

EIG

HBORHOODS

210

0 P

ower

s Fer

ry R

oad, S

uite

300

Atl

ant

a, GA 3

0339

Off

ice-

770.3

19.7

424

SCALE:SCALE:SCALE:

Tow

nsen

d at

Len

ox P

ark

Lot3

7-21

49 C

oven

try

Dri

veA

tlant

a, G

A 3

0319

06/20/2016