2012 International · 2016. 12. 19. · bm1 18-00-00 1 3/4" x 16" (2.0e 3100) lvl 3 3...

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

NY W

AY W

ITHOUT T

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ON

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TAYLOR M

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ON -

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EPRODUCTIO

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F t

ayl

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4400 N

orth

Point

Pkw

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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 ParkLot55-2120 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

AutoCAD SHX TextMORGAN II

AutoCAD SHX TextCOVER SHEET

AutoCAD SHX TextMHART

AutoCAD SHX TextNONE

AutoCAD SHX TextA0.0

AutoCAD SHX TextTHIS ELEVATION IS FOR ILLUSTRATIVE PURPOSES ONLY.

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

'-11"

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

BRIC

K LE

DGE,

TYP

.

4'-0

"

REBAR EA. WAY,TYP.

15'-4

"12

'-0"

WH

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'-3

1 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

OPT

.24

68

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


12'x10' CONCRETE PATIO

34"x60"SHOWER

STORAGE9' CLG.CONC.

5'-0"

15'-9

1 2"4'

-0"

5'-31 2

"2'

-41 2"

5'-5

10'-6

1 2"

2468

4'-5

5'-5WH


GUEST. BDR.

9' CLG.

10'-5"

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

2668

DRAWN BY:

SCALE:

SHEET NO.

OF

DISCLAIMER:

REVISION CHANGES:


PLOT DATE:

REV. NO. REV. DATE



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

5-21

20 P

embr

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Dri

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tlant

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A 3

0319


AutoCAD SHX TextSLAB PLAN


AutoCAD SHX TextAS NOTED


AutoCAD SHX TextSLAB PLAN

AutoCAD SHX Text1/8"=1'-0"

AutoCAD SHX TextTERRACE PLAN


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

FOYER10' CLG.

PA

NTR

Y4 S

HLV

S.

2'-8"

4'-1

01 2"8'

-6"

2'-8"

WALLOVEN

4'-0

"

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

"

23'-8

1 2"10

'-31 2"

4'-1

0"

3'-31 2

"

6'-912"8'-9"

23'6"x10' DECK

5'-0"

8'-112"

15'-0

1 2"

19'-4

1 2"4'

-4"

TWIN

306

0

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:


PLOT DATE:

REV. NO. REV. DATE



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

5-21

20 P

embr

oke

Dri

veA

tlant

a, G

A 3

0319


AutoCAD SHX Text1ST FLOOR PLAN




AutoCAD SHX Text1ST FLOOR PLAN


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:










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 55 - 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




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

2040

(2)1668

2468

2668

3050

2850

OWNER'SBATH8' CLG.

92"X42"SHOWER

PAN

SEAT

3050

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

"16

'-1"

8'-6

"

4'-5

"

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"

2'-1

"11

'-4"

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.

5'-0"

BATH 2

4'-0

"6'

-3"

7'-6

"

1'-8

" CHASE

4'-7

92"X42"SHOWER

PAN

SEAT

2X6

WAL

L2X

6 W

ALL

1'-1012"

DRAWN BY:

SCALE:

SHEET NO.

OF

DISCLAIMER:

REVISION CHANGES:


PLOT DATE:

REV. NO. REV. DATE



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

5-21

20 P

embr

oke

Dri

veA

tlant

a, G

A 3

0319


AutoCAD SHX Text2ND. FLOOR PLAN




AutoCAD SHX Text2ND FLOOR PLAN


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:










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

5 -

RO

OF

20

-10

-10

40

-10

-52

4"

O.C

.IR

C 2

01

2

12

/12

/20

16

NT

SR

GR

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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

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

1ST FLR.

PLATE2ND FLR.

TERRACE

HDR. HGT.

HDR. HGT.

PLATE

PLATEHDR. HGT.


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:


PLOT DATE:

REV. NO. REV. DATE



AND M

AY N

OT B

E R

EPRODUCED, PUBLIS

HED O

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TAYLOR M

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Off

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AutoCAD SHX TextFRONT ELEVATION



AutoCAD SHX TextFRONT ELEVATION


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

12

6

P.T. DECK

6'-0" HIGHPANEL

BEYOND

DECK RAILPER CODE

6x6 PT POST

BRICK VENEER, TYP.

12

3


DELETE WINDOW W/DUAL MASTER OPTION

DRAWN BY:

SCALE:

SHEET NO.

OF

DISCLAIMER:

REVISION CHANGES:


PLOT DATE:

REV. NO. REV. DATE



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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N O

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TAYLOR M

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Off

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SCALE:

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Lot5

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AutoCAD SHX TextLEFT ELEVATION (END)




AutoCAD SHX TextLEFT ELEVATION (END UNIT)


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

1'-4

3/4

"1'

-4 3

/4"


P.T. DECKPOST

DECK RAILPER CODE

6x6 PT

BRICK VENEERWATER TABLE, TYP.



1'-4

" O.H

.AT

FRO

NT

6" O.H.AT SIDES

6:12

1'-0

" O.H

.AT

REA

R

MAIN RIDGE

6:12

4:12

HVACPLATFORM

4:12

PLATFORM

DRAWN BY:

SCALE:

SHEET NO.

OF

DISCLAIMER:

REVISION CHANGES:


PLOT DATE:

REV. NO. REV. DATE



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

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ON

C

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TAYLOR M

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SCALE:SCALE:

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AutoCAD SHX TextROOF AND REAR ELEV.



AutoCAD SHX TextA1.7A

AutoCAD SHX TextREAR ELEVATION


AutoCAD SHX TextROOF PLAN


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

hartwinStamp

hartwinTypewritten Text

hartwinTypewritten Text

hartwinTypewritten Text10'X23' DECK PLAN

MichaelTypewritten TextTownsend @ Lenox Park Typical Deck Detail

MichaelTypewritten Text

MichaelTypewritten Text30"x30"x12"footing w/#4rebar each way,typ.

MichaelTypewritten Text

2 CAR GARAGE

STORAGE

BATH 3

W.I.C.

STOR.

STORAGE

GUEST. BDR.

KITCHEN

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:


PLOT DATE:

REV. NO. REV. DATE



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

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ON -

-- T

HESE D

RAW

INGS A

ND ITS R

EPRODUCTIO

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F t

ayl

or m

orriso

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4400 N

orth

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Pkw

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295

Atl

ant

a, GA 3

0339

Off

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770.9

45.3

600

SCALE:SCALE:SCALE:

Tow

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AutoCAD SHX TextAUTOMATIC GARAGE DOOR OPENER OUTLET

AutoCAD SHX TextCARBON MONOXIDE DETECTOR

AutoCAD SHX TextSMOKE DETECTOR

AutoCAD SHX TextDOOR BELL BUTTON

AutoCAD SHX TextCEILING MOUNTED FAN - EXHAUST

AutoCAD SHX TextCEILING MOUNTED FAN - PADDLE

AutoCAD SHX TextEXTERIOR CAST ALUMINUM FLOOD LIGHTS

AutoCAD SHX TextRECESSED CEILING LIGHT FIXTURE

AutoCAD SHX TextPENDANT MOUNTED LIGHT FIXTURE

AutoCAD SHX TextWALL BRACKET MOUNTED LIGHT FIXTURE

AutoCAD SHX TextCEILING MOUNTED LIGHT FIXTURE

AutoCAD SHX Text3-WAY WALL SWITCH

AutoCAD SHX Text4-WAY WALL SWITCH

AutoCAD SHX TextSINGLE POLE WALL SWITCH

AutoCAD SHX TextDOOR CHIME LOCATION

AutoCAD SHX TextTELEPHONE OUTLET LOCATION

AutoCAD SHX TextTELEVISION ANTENNA/CABLE OUTLET

AutoCAD SHX Text220 VOLT OUTLET OR CONNECTION

AutoCAD SHX TextFLUSH FLOOR WALL SWITCH CONTROLLED

AutoCAD SHX TextABOVE COUNTER LOCATION

AutoCAD SHX TextWALL SWITCH CONTROLLED DUPLEX OUTLET (W.S.C.)

AutoCAD SHX TextWEATHER PROOF DUPLEX OUTLET (GFI)

AutoCAD SHX TextDUPLEX OUTLET (GROUNDED TYPE)

AutoCAD SHX TextELECTRICAL LEGEND

AutoCAD SHX TextDESCRIPTION

AutoCAD SHX TextSYMBOL

AutoCAD SHX TextKEYLESS CEILING MOUNTED LIGHT FIXTURE

AutoCAD SHX TextNOTE: 1. ALL WALL OUTLETS MOUNTED

AutoCAD SHX TextAT +22" A.F.F. (U.N.O.)

AutoCAD SHX Text2. ALL WALL SWITCHES MOUNTED

AutoCAD SHX TextAT +50" A.F.F. (U.N.O.)

AutoCAD SHX Text2' x 4' FLUORESCENT LIGHT

AutoCAD SHX TextGROUND FAULT INTERCEPT ABOVE COUNTER

AutoCAD SHX TextGROUND FAULT INTERCEPT

AutoCAD SHX TextGFI

AutoCAD SHX Text+42/GFI

AutoCAD SHX Text+42

AutoCAD SHX TextGDO

AutoCAD SHX TextPB

AutoCAD SHX TextT.V.

AutoCAD SHX Text3

AutoCAD SHX Text4

AutoCAD SHX TextCHIMES

AutoCAD SHX TextPHONE

AutoCAD SHX TextFL.

AutoCAD SHX Text220V

AutoCAD SHX TextWP/GFI

AutoCAD SHX TextS

AutoCAD SHX TextWIRE & BRACE

AutoCAD SHX TextFOR FAN

AutoCAD SHX TextM

AutoCAD SHX TextR

AutoCAD SHX TextP

AutoCAD SHX TextK

AutoCAD SHX TextDBL.

AutoCAD SHX TextFLOODS

AutoCAD SHX TextS

AutoCAD SHX TextS

AutoCAD SHX TextS

AutoCAD SHX TextWP/ GFI

AutoCAD SHX TextS

AutoCAD SHX TextS

AutoCAD SHX TextGDO

AutoCAD SHX TextGFI

AutoCAD SHX TextS

AutoCAD SHX TextS

AutoCAD SHX TextS

AutoCAD SHX TextS

AutoCAD SHX TextS

AutoCAD SHX TextS

AutoCAD SHX Text3

AutoCAD SHX Text3

AutoCAD SHX Text3

AutoCAD SHX TextS

AutoCAD SHX TextTO SWITCH ABV.

AutoCAD SHX TextS

AutoCAD SHX TextGFI

AutoCAD SHX TextS

AutoCAD SHX TextELEC. PANEL W/ REBAR GROUND

AutoCAD SHX TextS

AutoCAD SHX TextS

AutoCAD SHX TextS

AutoCAD SHX Text3

AutoCAD SHX TextGFI +42"


AutoCAD SHX TextR

AutoCAD SHX TextR

AutoCAD SHX TextR

AutoCAD SHX TextR

AutoCAD SHX TextR


AutoCAD SHX TextS

AutoCAD SHX TextTO DISP.

AutoCAD SHX TextTO FIXTURE ABOVE


AutoCAD SHX TextGFI

AutoCAD SHX TextR

AutoCAD SHX TextS

AutoCAD SHX TextS

AutoCAD SHX TextS

AutoCAD SHX TextS

AutoCAD SHX TextS

AutoCAD SHX TextS


AutoCAD SHX TextWIRE & BRACE FOR FAN

AutoCAD SHX TextS


AutoCAD SHX TextFL

AutoCAD SHX TextS

AutoCAD SHX TextTO FIXTURE BELOW

AutoCAD SHX TextS

AutoCAD SHX TextS

AutoCAD SHX Text3

AutoCAD SHX Text3

AutoCAD SHX Text3

AutoCAD SHX TextS

AutoCAD SHX TextS

AutoCAD SHX TextS

AutoCAD SHX Text3

AutoCAD SHX TextS

AutoCAD SHX TextGFI

AutoCAD SHX TextGFI

AutoCAD SHX TextFL

AutoCAD SHX TextWIRE & BRACE FOR FAN

AutoCAD SHX TextS

AutoCAD SHX TextS

AutoCAD SHX TextGFI

AutoCAD SHX TextS

AutoCAD SHX TextS

AutoCAD SHX TextTO SWITCH BELOW

AutoCAD SHX TextS

AutoCAD SHX TextS

AutoCAD SHX TextS

AutoCAD SHX TextS

AutoCAD SHX TextS

AutoCAD SHX TextS

AutoCAD SHX Text3

AutoCAD SHX TextS

AutoCAD SHX TextS

AutoCAD SHX TextS

AutoCAD SHX TextM

AutoCAD SHX TextS

AutoCAD SHX TextS

AutoCAD SHX TextR

AutoCAD SHX TextGFI

AutoCAD SHX TextGFI

AutoCAD SHX TextR


AutoCAD SHX TextS

AutoCAD SHX TextS

AutoCAD SHX TextR



AutoCAD SHX TextELECTRICAL PLAN



AutoCAD SHX TextE0.1

AutoCAD SHX TextTERRACE ELECTRICAL


AutoCAD SHX Text1ST FLOOR ELECTRICAL


AutoCAD SHX Text2ND FLOOR ELECTRICAL


AutoCAD SHX Text3 BEDROOM PLAN

Sheets and ViewsTALP_MORGAN_LOT 55-A0.0TALP_MORGAN_LOT 55-A1.0TALP_MORGAN_LOT 55-A1.1TALP_MORGAN_LOT 55-A1.3TALP_MORGAN_LOT 55-A1.4TALP_MORGAN_LOT 55-A1.5TALP_MORGAN_LOT 55-A1.7TALP_MORGAN_LOT 55-E0.1

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2012 International · 2016. 12. 19. · bm1 18-00-00 1 3/4" x 16" (2.0e 3100) lvl 3 3...

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