2qygtu (gtt[ 4qcf 5wkvg #vncpvc )# 1hhkegÄ · 2016. 3. 3. · lot 20 townsend at decatur customer:...
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"
GRAMERCY IITerrace - 493 sf
1st Floor - 1,012 sf2nd Floor -1,012 sf
Total - 2,517 sfGarage - 518 sfElevation "L"
Townsend at DecaturLot 20-704 Fulmer Lane
Decatur, GA 30033
TYPE OF CONSTRUCTIONType V-B Residential
Conventional Light-FrameWood Construction
Sprinklered
OCCUPANCYCLASSIFICATION
Single FamilyHome-Attached
03/02/2016
Tow
nsen
d at
Dec
atur
Lot 2
0-70
4 Fu
lmer
Lan
eD
ecat
ur, G
A 3
0033
03/02/2016
T
russ
es @
1
9.2"
o.c
.
EXTEND WALLS TOUNDERSIDE OF
TRUSS
LOT 20Gramercy II
SET BEAM TOUNDERSIDE OF FLOOR
TRUSSES
(2)-
11 7
/8"
LVL
GDH - (3) 24" LVL
2x Framing
F-02
GR
F-04A
F-01L
F-01
F-01GR
F-01GR
F-03L
F-06
F-04L
F-04L
F-04L
F-04L
F-04L
F-04L
F-04L
F-04L
F-04L
F-04L
F-04L
F-04L
F-04L
F-04L
F-04L
F-04L
F-04L
F-04L
F-04L
F-04L
F-04L
F-04L
F-04L
F-04L
F-04L
F-04L
F-04L
F-04L
F-04L
F-04L
F-04L
F-04L
F-04L
F-04A
F-04B
F-02(8)
F-03(5)
F-04(4)
F-05(2)
F-04(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
1-04-00
5-03-00 8-09-00 5-04-00
Never Underestimate the Powerof Being First
Note: All dimensions shown 00-00-00 are in Feet-Inches-Sixteenths
PER ANSI/TPI 1-2007 ALL "TRUSS TO WALL" CONNECTIONS ARE THE RESPONSIBILITY OFTHE BUILDING DESIGNER, NOT THE TRUSS MANUFACTURER
2/15/16
Revision:
Lot 20 Townsend at Decatur
Customer:
Date Job No.
SLDrawn By
Job Name:
-
ACADIA HOMES
1ST FLOOR FRAMING
1600092
File Path:
Options:
3/16" = 1'-0"Scale
Tow
nsen
d at
Dec
atur
Lot 2
0-70
4 Fu
lmer
Lan
eD
ecat
ur, G
A 3
0033
03/02/2016
Tow
nsen
d at
Dec
atur
Lot 2
0-70
4 Fu
lmer
Lan
eD
ecat
ur, G
A 3
0033
03/02/2016
SCALE:
Tow
nsen
d at
Dec
atur
Lot 2
0-70
4 Fu
lmer
Lan
eD
ecat
ur, G
A 3
0033
03/02/2016
Trusses @24" o.c.
HVACPLATFORM
PARAPET TO BE STICK FRAMED.
PDS25 1/2"X 54"
LOT 20Gramercy II
T-01(6) T-01A(3) T-02A(2)
1-04-00
41-0
8-00
43-0
0-00
23-08-00
43-0
0-00
4-04-0023-08-00
19-04-00
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
1/29/15
Revision:
Lot 20 Townsend at Decatur
Customer:
Date Job No.
SLDrawn By
Job Name:
-
ACADIA HOMES
ROOF
1600093
File Path:
Options:
3/16" = 1'-0"Scale
Tow
nsen
d at
Dec
atur
Lot 2
0-70
4 Fu
lmer
Lan
eD
ecat
ur, G
A 3
0033
02/08/2016
SCALE:SCALE:
Tow
nsen
d at
Dec
atur
Lot 2
0-70
4 Fu
lmer
Lan
eD
ecat
ur, G
A 3
0033
03/02/2016
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
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
SCALE:SCALE:SCALE:
Tow
nsen
d at
Dec
atur
Lot 2
0-70
4 Fu
lmer
Lan
eD
ecat
ur, G
A 3
0033
03/02/2016