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 T

AYLOR M

ORRIS

ON

C

COPYRIG

HT 2

014

TAYLOR M

ORRIS

ON -

-- T

HESE D

RAW

INGS A

ND ITS R

EPRODUCTIO

NS A

RE T

HE P

ROPERTY O

F t

ayl

or m

orriso

n

4400 N

orth

Point

Pkw

y., Suite

295

Atl

ant

a, GA 3

0339

Off

ice-

770.9

45.3

600

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 ParkLot59-2128 Pembroke Drive

Atlanta, GA 30319

TYPE OF CONSTRUCTIONType V-B Residential

Conventional Light-FrameWood Construction

Non Sprinklered

OCCUPANCYCLASSIFICATION

Single FamilyHome-Attached

MORGAN IITerrace - 419 sf

1st Floor - 887 sf2nd Floor - 907 sf

Total - 2,213 sfGarage - 455 sf

4'-0

"

REBAR EA. WAY,TYP.

15'-4

"12

'-0"

WH

19'-4

"

1'-6"

27'

-5"

10"

10'-0

"

BOLT W/ SIMPSON HDU8 ,

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.

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

SLO

PE 1

/8" P

ERFO

OT

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

18"x18"x12"

12'-0

"

12'0"x10'0"CONCRETE PATIO

12'-0" 10"

10'-0

"

SDS 7/8 X 23 ANCHORBOLT W/ SIMPSON HDU8 ,(6 PER UNIT)

SDS 7/8 X 23 ANCHORBOLT W/ SIMPSON HDU8 ,TYP.

WHWH

UP 1

7RIS

ERS

W/ 1

0" T

READ

S

2 CAR GARAGE

9' CLG.CONC.

STORAGE

9' CLG.CONC.

16070 O.H. GARAGE DOOR

34"x60"SHOWER

BATH 39' CLG.

W.I.C.

23'-8"

8'-1" 6'-0"

14'-1" 9'-7"

4'-1012"

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"

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

"

WH

AT 12" O.C.

ALL LOAD BEARING WALLSTO BE 2x4 FRAMING

4068

S.O

.

5'-0

"

30681 LITE

EXT.DR.

WALL SEPARATING GARAGE ANDHEATED SPACE TO BE 7/16" OSB

SHEARWALL W/ 8d NAILS @ 4"O.C.TO ALL FRAMING - BLOCK HORIZ.

PANEL JOINTS, TYP.

2X6 WALL

2'-0

"

HOSEBIBB

HOSEBIBB

WH

23'6"x10' DECK ABOVE

12'x10' CONCRETE PATIO

16070 O.H. GARAGE DOOR

19'-9

1 2"7'

-1"

11'-1

1 2"

3'-8"

1'-6"

NOTE:" TYPE X GYP. BRD. ON ALL

SURFACES OF GARAGE ADJACENTTO HEATED SPACES

HOSEBIBB

WALL SEPARATING GARAGE ANDHEATED SPACE TO BE 7/16" OSB

SHEARWALL W/ 8d NAILS @ 4"O.C.TO ALL FRAMING - BLOCK HORIZ.

PANEL JOINTS, TYP.

34"x60"SHOWER

STORAGE9' CLG.CONC.

5'-0"

15'-9

1 2"4'

-0"

5'-31 2"

5'-5

5'-5WH

23'6"x10' DECK ABOVE

2468

GUEST. BDR.

9' CLG.

10'-5"

15'-312" 1'-9" 4'-2"

2668

1'-91 2"

11'-1

1 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 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 T

AYLOR M

ORRIS

ON

C

COPYRIG

HT 2

014

TAYLOR M

ORRIS

ON -

-- T

HESE D

RAW

INGS A

ND ITS R

EPRODUCTIO

NS A

RE T

HE P

ROPERTY O

F t

ayl

or m

orriso

n

4400 N

orth

Point

Pkw

y., Suite

295

Atl

ant

a, GA 3

0339

Off

ice-

770.9

45.3

600

SCA

LE:

SCA

LE:

Tow

nsen

d at

Len

ox P

ark

Lot5

9-21

28 P

embr

oke

Dri

veA

tlant

a, G

A 3

0319

Products

PlotID Length Product Plies Net Qty

BM1 18-00-00 1 3/4" x 16" (2.0E 3100) LVL 3 3

RIMBOARD DECK ATTACHMENT BY OTHERS

BM1

F01L

F01

F01

F01A

F01A

F01A

F01A

F01A

F01A

F01

F03

F03

F03

F02

F03

F05

F05

F05A

F05A

F05A

F05A

F05

F05

F05

F05

F04

F04

E

E

E

38-00-00

38-00-00

23-08-00

23-08-00

17-08-08

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

1-05-03

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

11-03

1-09-03

5-00-00

4-00-00

6-01-08

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 : = 1076.05

HANGERS

SYMBOL TYPE QTY

A HUS26 0

B THDH26-2 0

C THDH410 0

D MSH422 0

E HUS410 12

F HJC26 0

G NA 0

H NA 0

ACADIA AT LENOX PARK

MORGAN - B

UNIT 55 1ST FLOOR

20-10-10

40-10-5

24" O.C

.IR

C 2012

12/12/2016

NTS

RGR

ShopDrawingApproval

THIS

LAYOUTIS

THE

SOLE

SOURCE

FOR

FABRIC

ATIO

NOFTRUSSES

AND

VOID

SALLPREVIO

US

ARCHITECTURALOR

OTHER

TRUSS

LAYOUTS.REVIEW

AND

APPROVALOFTHIS

LAYOUTMUST

BE

RECEIVED

BEFORE

ANY

TRUSSES

WILLBE

BUILT.BY

SIG

NIN

GIAM

VERIFYIN

GALL

CONDITIO

NS

TO

INSURE

AGAIN

STCHANGES

THATWILLRESULTIN

EXTRA

CHARGES.

BACKCHARGES

WILLNOTBE

ACCEPTED

WITHOUTPRIO

RAPPROVALBY

PROBUILD

WITHIN

48

HOURS

OFDELIVERY.

THIS

ISA

TRUSS

PLACEMENTDIAGRAM

ONLY.Thesetrussesare

designedasindividualbuild

ing

components

tobeincorporatedinto

thebuild

ingdesignatthespecificationofthebuild

ingdesigner.See

individualdesignsheets

foreachtrussdesignidentifiedontheplacementdrawing.Thebuild

ingdesigneris

responsible

fortemporary

andperm

anentbracingoftheroofandfloorsystem

andfortheoverallstructure.

Thedesignofthetrusssupportstructure

includingheaders,beams,walls,andcolumnsis

theresponsibility

ofthebuild

ingdesigner.Forgeneralguidanceregardingbracing,consult"B

racingofWoodTrusses"

availa

ble

from

theTrussPlate

Institute,583D'OnifrioDrive,M

adison,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

11'-5

"

12"

6'-91 2"

2860

3'-10"

4'-4"

2'-312"

2'-312"

1'-112"

KITCHEN10' CLG.

FOYER10' CLG.

5'-312"

UP 7

R W

/10

" TRE

ADS

PA

NTR

Y4 S

HLV

S.

2'-8"

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

(2)2080

4'-1

01 2"8'

-6"

4'-1

0"

2'-8"

11" 3'-6"

6'-1

WALLOVEN

FAMILY ROOM

10' CLG.

FOYER10' CLG.

DINING ROOM

10' CLG.

23'-8"

UP 7

R W

/10

" TRE

ADS

KITCHEN10' CLG.

BREAKFAST

10' CLG.

PWDR9' CLG.

16'-1

1"

2'-0

"

4'-1

0"

3'-31 2"

6'-912"8'-9"

23'6"x10' DECK

5'-0"

8'-112"

15'-0

1 2"

2'-10"3'-7"

28681 LITEEXT. DR. W/12" TRANS

TWIN 3060

5'-0"

6'-0"2'-0"10'-8"

5'-31 2"

5'-0

"

4'-41 2"

6'-31 2"

4'-41 2"

36" DIRECT VENTFIREPLACE

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

11" FLUSHOVERHANGW/ 2 POSTS WALL

OVEN

UP 1

8 RI

SERS

W/ 1

0" T

READ

SDN

17

RISE

RSW

/ 10"

TRE

ADS

OPE

N RA

IL, T

YP.

3'-71 2"

7'-91 2"

3'-4

"

OPE

N TO

BEL

OW

2'-0

"

9"

2'-312"4'-112"

1'-1112"

PANTRYCABINET

3'-512"

2480

5'-1

01 2"4'

-2"

9'-0

"4'

-21 2"

8" 11'-7" 6'-5"

OPE

N RA

IL, T

YP.

8"10

'-0"

4'-0

"

FURR OUTW/ 2X6

14'-1112"2'-312"

OPT. BUILT-INBOOKSHELVES

18'-8"4'-912"3'-012"3'-012"3'-012"4'-912"

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

2860286028602860

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 T

AYLOR M

ORRIS

ON

C

COPYRIG

HT 2

014

TAYLOR M

ORRIS

ON -

-- T

HESE D

RAW

INGS A

ND ITS R

EPRODUCTIO

NS A

RE T

HE P

ROPERTY O

F t

ayl

or m

orriso

n

4400 N

orth

Point

Pkw

y., Suite

295

Atl

ant

a, GA 3

0339

Off

ice-

770.9

45.3

600

SCA

LE:

Tow

nsen

d at

Len

ox P

ark

Lot5

9-21

28 P

embr

oke

Dri

veA

tlant

a, G

A 3

0319

Products

PlotID Length Product Plies Net Qty

BM1 16-00-00 1 3/4" x 16" (2.0E 3100) LVL 2 2

BM2 6-00-00 1 3/4" x 16" (2.0E 3100) LVL 2 2

BM1

BM2 F06L

F06

F06

F06

F06

F06

F06

F06

F06

F06F06

F06

F06

F06

F06

F07

F08LF07

F07

F07

F07

F07

F07

F07

F07

F07

F07L

E

E

38-10-00

10-00

38-00-00

38-10-00

5-03-08 18-04-08

23-08-00

23-08-00

4-00

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

1-08-03

1-07-03

1-07-03

1-07-03

1-07-03

1-07-03

1-05-03

8-03

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 : = 1076.05

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 AT LENOX PARK

MORGAN - B

UNIT 59 - 2ND FLOOR

20-10-10

40-10-5

24" O.C

.IR

C 2012

12/12/2016

NTS

RGR

ShopDrawingApproval

THIS

LAYOUTIS

THE

SOLE

SOURCE

FOR

FABRIC

ATIO

NOFTRUSSES

AND

VOID

SALLPREVIO

US

ARCHITECTURALOR

OTHER

TRUSS

LAYOUTS.REVIEW

AND

APPROVALOFTHIS

LAYOUTMUST

BE

RECEIVED

BEFORE

ANY

TRUSSES

WILLBE

BUILT.BY

SIG

NIN

GIAM

VERIFYIN

GALL

CONDITIO

NS

TO

INSURE

AGAIN

STCHANGES

THATWILLRESULTIN

EXTRA

CHARGES.

BACKCHARGES

WILLNOTBE

ACCEPTED

WITHOUTPRIO

RAPPROVALBY

PROBUILD

WITHIN

48

HOURS

OFDELIVERY.

THIS

ISA

TRUSS

PLACEMENTDIAGRAM

ONLY.Thesetrussesare

designedasindividualbuild

ing

components

tobeincorporatedinto

thebuild

ingdesignatthespecificationofthebuild

ingdesigner.See

individualdesignsheets

foreachtrussdesignidentifiedontheplacementdrawing.Thebuild

ingdesigneris

responsible

fortemporary

andperm

anentbracingoftheroofandfloorsystem

andfortheoverallstructure.

Thedesignofthetrusssupportstructure

includingheaders,beams,walls,andcolumnsis

theresponsibility

ofthebuild

ingdesigner.Forgeneralguidanceregardingbracing,consult"B

racingofWoodTrusses"

availa

ble

from

theTrussPlate

Institute,583D'OnifrioDrive,M

adison,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

OWNER'SSUITE

TRAY CLG.

BATH 2

8' 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.

2068 MEC

H.CH

ASE

W.I.C.8' CLG.

2468

2468

3050 3050 3050

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

8' CLG.HGT.

8' CLG.HGT.

2'-41 2"

10'-1

"

92"X42"SHOWER

SEAT

2X6

WAL

L

3'-8"

LI

NEN

4 S

H.

CHASE

12"

1'-7"

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 T

AYLOR M

ORRIS

ON

C

COPYRIG

HT 2

014

TAYLOR M

ORRIS

ON -

-- T

HESE D

RAW

INGS A

ND ITS R

EPRODUCTIO

NS A

RE T

HE P

ROPERTY O

F t

ayl

or m

orriso

n

4400 N

orth

Point

Pkw

y., Suite

295

Atl

ant

a, GA 3

0339

Off

ice-

770.9

45.3

600

SCA

LE:

Tow

nsen

d at

Len

ox P

ark

Lot5

9-21

28 P

embr

oke

Dri

veA

tlant

a, G

A 3

0319

25

.5x

54HVAC PLATFORM

T0

1G

T0

1

T0

1A

T0

1A

T0

1A

T0

1A

T0

1B

T0

1B

T0

1G

T0

1D

T0

1C

T0

1C

T0

1C

T0

1B

38

-00

-00

38

-00

-00

23-08-00

23-08-00

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

3-0

8

2-0

3-0

0

1-0

0-0

0

2-0

0-0

0

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 : = 1076.05

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

AT

LE

NO

X P

AR

K

MO

RG

AN

- B

UN

IT 5

9 -

RO

OF

20

-10

-10

40

-10

-52

4"

O.C

.IR

C 2

01

2

12

/12

/20

16

NT

SR

GR

ShopDrawingApproval

TH

ISL

AY

OU

TIS

TH

ES

OL

ES

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Norcross:770813-2200

VillaRica:678-785-3915

Visitusat:www.bldr.com

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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 OR

SIMILAR, TYP.

8" FREIZE W/ 4" CROWN,TYP.

2030/3030/2030 FX.WINDOW, TYP.

BRICK JACK ARCH W,STONE KEY, TYP.

12" PLANK SHUTTERS,TYP.

STONE VENEER,TYP.

METAL EYEBROW,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

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TEN P

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ORRIS

ON

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HT 2

014

TAYLOR M

ORRIS

ON -

-- T

HESE D

RAW

INGS A

ND ITS R

EPRODUCTIO

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RE T

HE P

ROPERTY O

F t

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4400 N

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Point

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295

Atl

ant

a, GA 3

0339

Off

ice-

770.9

45.3

600

SCALE:

Tow

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Len

ox P

ark

Lot5

9-21

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A 3

0319

WATER TABLE, TYP.

6'-0" HIGHPRIVACYPANEL

FIBER CEMENTSIDING, TYP.

P.T. DECKPOST

DECK RAILPER CODE

6x6 PT

BRICK VENEERWATER TABLE, TYP.

FIBER CEMENTSIDING, TYP.

6'-0" HIGH

6:12 SLOPEASPHALT SHINGLES

1'-4

" O.H

.AT

FRO

NT

6:12

1'-0

" O.H

.AT

REA

R

MAIN RIDGE

6:12

4:12

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 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

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ORRIS

ON

C

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TAYLOR M

ORRIS

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-- T

HESE D

RAW

INGS A

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EPRODUCTIO

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F t

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orriso

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orth

Point

Pkw

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295

Atl

ant

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0339

Off

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770.9

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SCALE:SCALE:

Tow

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0319

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

STORAGE

BATH 3

W.I.C.

STOR.

STORAGE

GUEST. BDR.

PWDR

FOYER

PA

NTR

Y

FAMILY ROOM

FOYER

DINING ROOM

KITCHEN

BREAKFAST

PWDR

OWNER'SSUITE

BATH 2

BEDROOM 2

W.I.C.

OWNER'SBATH

LAUNDRY

LI

NEN

LAUNDRY

W.I.C.

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

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RIT

TEN P

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orth

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