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"

SUTTON IIITerrace - 493 sf

1st Floor - 1,012 sf2nd Floor -1,012 sf

Total - 2,517 sfGarage - 518 sfElevation "M"

Townsend at DecaturLot 7-312 Coalter Way

Decatur, GA 30033

TYPE OF CONSTRUCTIONType V-B Residential

Conventional Light-FrameWood Construction

Sprinklered

OCCUPANCYCLASSIFICATION

Single FamilyHome-Attached

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Products

PlotID Length Product Plies Net Qty

BM1 12-00-00 1 3/4" X 16" LVL 2 2

SUTTON 1ST FLOOR LEFT END

DELETED PER CHRIS

00

SKH26L

THDH410

00

00

00

H1

00

MSH42200

00

00

00

00

SKH26R

HJC26

TYPE

THDH26-3

HUS26

MARK

HUS410

USP HANGER

THDH26-2

QTY

SBP4

H1

H1

H1

H1

H1

H1

H1

H1

H1H1

H1

H1

H1

H1

H1

H1

H1

BM1

F06GR

F01GR

F01

F01

F01

F01

F01

F01

F01

F01

F01

F02

F02

F03GR

F03

F03

F03

F03

F03A

F03A

F03A F05

F03A F05

F03A F05

F03A F05

F03A F05

F03A F05

F04

F05

F03

F03L

F05L

F07

F07

F07

F07

F07

F07

F07

F07

F07

F07

F07

F07

F07

F07

F07

43-00-00

1-04-00

41-08-00

43-00-00

19-04-00 4-04-00

23-08-00

23-08-00

7-04-00

4-04-00

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

10-13

8-06

1-07-03

1-07-03

10-12

8-07

1-06-09

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

1-05-12

Never Underestimate the Powerof Being First

TRUSS PLACEMENT PLANNote: All dimensions shown 00-00-00 are in Feet-Inches-Sixteenths

PER ANSI/TPI 1-2007 ALL "TRUSS TO WALL" CONNECTIONS ARE THE RESPONSIBILITY OF THE BUILDING DESIGNER, NOT THE TRUSS MANUFACTURER

DO NOT CUT, DRILL, OR NOTCH TRUSSES1238.09

4/1/2016

Revision:

SUTTON

Customer:

Date Job No.

RGR

Drawn By

Job Name:

Revisions

ACADIA

1ST FLOOR LEFT END

.

File Path:

Options:

1/8" = 1'-0"

Scale

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SUTTON 2NDFLOOR LEFT END

00

SKH26L

THDH410

00

00

00

H1

00

MSH42204

00

00

00

00

SKH26R

HJC26

TYPE

THDH26-3

HUS26

MARK

HUS410

USP HANGER

THDH26-2

QTY

SBP4

H1

H1

H1

H1

F13GR

F17

F08L

F08

F08

F08

F08

F08

F08F08

F08

F08

F08

F08GR

F09

F09

F09

F10GR

F10AGR

F08A

F09

F11F12

F08A

F08A

F08

F08

F08

F08

F08

F08

F08

F15

F15L

F14L

F16

F16

F16

F16

F16

F16

F16

F16

F16

F16

F16

F16

F16

F16

F16

F16

43-00-00

1-04-00

41-08-00

43-00-00

19-04-00 4-04-00

23-08-00

23-08-00

4-03

1-07-03

1-07-03

1-07-03

1-07-03

1-07-03

1-07-03

8-03

1-07-03

1-07-03

1-02-02

1-01-03

1-07-03

1-07-03

1-07-03

5-04

1-08-08

7-08

1-06-07

2-02-09

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

1-02-05

1-11-01

8-02-08

6-00-08

4-04-00

Never Underestimate the Powerof Being First

TRUSS PLACEMENT PLANNote: All dimensions shown 00-00-00 are in Feet-Inches-Sixteenths

PER ANSI/TPI 1-2007 ALL "TRUSS TO WALL" CONNECTIONS ARE THE RESPONSIBILITY OF THE BUILDING DESIGNER, NOT THE TRUSS MANUFACTURER

DO NOT CUT, DRILL, OR NOTCH TRUSSES1238.09

4/1/2016

Revision:

SUTTON

Customer:

Date Job No.

RGR

Drawn By

Job Name:

Revisions

ACADIA

2ND FLOOR LEFT END

.

File Path:

Options:

1/8" = 1'-0"

Scale

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HVAC

PLATFORM

SUTTON III LEFT END

PARAPET TO BE STICK FRAMED.

PDS25 1/2"

X 54"

T01A

T01A

T01B

T01B

T01A

T01A

T01

T01

T01

T01

T01

T01G

43-00-00

1-04-00

41-08-00

43-00-00

19-04-00 4-04-00

23-08-00

23-08-00

1-05-00

2-00-00

2-00-00

2-00-00

2-00-00

2-00-00

2-00-00

2-00-00

2-00-00

2-00-00

2-03-00

2-00-00

Never Underestimate the Powerof Being First

TRUSS PLACEMENT PLANNote: All dimensions shown 00-00-00 are in Feet-Inches-Sixteenths

PER ANSI/TPI 1-2007 ALL "TRUSS TO WALL" CONNECTIONS ARE THE RESPONSIBILITY OF THE BUILDING DESIGNER, NOT THE TRUSS MANUFACTURER

DO NOT CUT, DRILL, OR NOTCH TRUSSES1238.09

4/1/2016

Revision:

SUTTON LEFT END

Customer:

Date Job No.

RGR

Drawn By

Job Name:

Revisions

ACADIA

ROOF - LEFT END

.

File Path:

Options:

1/8" = 1'-0"

Scale

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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

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BRA

CE

WA

LL A

NA

LYSI

S

MHART

AS NOTED

B-3SCALE: SCALE:

SCALE:SCALE:

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