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"

ASTOR IITerrace - 493 sf

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

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

Townsend at DecaturLot 18-700 Fulmer Lane

Decatur, GA 30033

TYPE OF CONSTRUCTIONType V-B Residential

Conventional Light-FrameWood Construction

Sprinklered

OCCUPANCYCLASSIFICATION

Single FamilyHome-Attached

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T

russ

es @

1

9.2"

o.c

.

EXTEND WALLS TOUNDERSIDE OF

TRUSS

LOT 18Astor II

SET BEAM TOUNDERSIDE OF FLOOR

TRUSSES

(3) 24" LVL

Fireplace

2-11

7/8

" LV

L

GDH -

2x Framing

F-02

GR

F-01LE

F-01

F-04B

F-01GE

F-01GE

F-03L

F-06

F-04L

F-04L

F-04L

F-04L

F-04L

F-04L

F-04L

F-04L

F-04A

F-04A

F-02E(8)

F-03E(5)

F-04E(4)

F-05E(2)

F-04E(3)

43-0

0-00

23-08-00

9-08

-00

3-08

-00

14-0

4-08

5-06-00

1-04-04

4-04-00

5-03-08 8-09-00 5-03-08

Never Underestimate the Powerof Being First

Note: All dimensions shown 00-00-00 are in Feet-Inches-SixteenthsPER ANSI/TPI 1-2007 ALL "TRUSS TO WALL" CONNECTIONS ARE THE RESPONSIBILITY OF

THE BUILDING DESIGNER, NOT THE TRUSS MANUFACTURER

2/15/16

Revision:

Lot 18 Townsend at Decatur

Customer:

Date Job No.

SLDrawn By

Job Name:

-

ACADIA HOMES

1ST FLOOR FRAMING

1600088

File Path:

Options:

3/16" = 1'-0"Scale

MichaelTypewritten TextTownsend at DecaturLot 18-700 Fulmer LaneDecatur, GA 30033

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MichaelTypewritten TextTownsend at DecaturLot 18-700 Fulmer LaneDecatur, GA 30033

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MichaelTypewritten TextTownsend at DecaturLot 18-700 Fulmer LaneDecatur, GA 30033

MichaelTypewritten TextTownsend at DecaturLot 18-700 Fulmer LaneDecatur, GA 30033

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Trusses @24" o.c.

PDS25 1/2"X 54"

HVACPLATFORM

PARAPET TO BE STICK FRAMED.

LOT 18Astor II

T-01

G

T-01(6) T-01A(3) T-02A(2)

43-0

0-00

1-04-00

41-0

8-00

43-0

0-00

19-04-00 4-04-0023-08-00

23-08-00

2-03-00

Never Underestimate the Powerof Being First

Note: All dimensions shown 00-00-00 are in Feet-Inches-SixteenthsPER ANSI/TPI 1-2007 ALL "TRUSS TO WALL" CONNECTIONS ARE THE RESPONSIBILITY OF

THE BUILDING DESIGNER, NOT THE TRUSS MANUFACTURER

1/29/16

Revision:

Lot 18 Townsend at Decatur

Customer:

Date Job No.

SLDrawn By

Job Name:

-

ACADIA HOMES

ROOF

1600089

File Path:

Options:

3/16" = 1'-0"Scale

MichaelTypewritten TextTownsend at DecaturLot 18-700 Fulmer LaneDecatur, GA 30033

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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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hartwinStamp

hartwinTypewritten Text

hartwinTypewritten Text

hartwinTypewritten Text10'X23' DECK PLAN

MichaelTypewritten TextTownsend @ Decatur Typical Deck Detail

MichaelTypewritten Text

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

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