2qygtu (gtt[ 4qcf 5wkvg #vncpvc )# 1hhkegÄ · 2016. 4. 11. · lot 7-312 coalter way decatur, ga...
TRANSCRIPT
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
04/08/2016
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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"
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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
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