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Ladder frame
HGUS26-2
HGUS26-2
HGUS26-2
HTU26
HTU26
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HTU26
HGUS26-2
HTU26
HTU26
HTU26
HTU26
HTU26
HTU26
HTU26
HTU26
HTU26
HTU26
HTU26
HTU26
HTU26 Stick frame
porch roof
2x4 ledger
GE01
T01
GE02
GE03
TG01
TG02
MG01
TG03
GE04
GE05
GE06
GE07
GE08
T07
TG04
GE09
T09
GE10
GE11
TG05
GE12
T12
T13
T14
MG02
V01
V02
V03
V04
V05
V06
V07
V08
V09
V10
V11
V12
V13
PBE01
PBE01
T02(6)
T03(2)
T04(9)
T05(2)
T06(7)
M01(14)
T08(4)
T09(6)
T10(2)
T11(5)
M02(2)
PB01(8)
PB01(9)
24-00-00 15-11-00 16-01-00 4-00-00 27-11-00
6-00-00 5-00-00 38-11-00
24-03-00 13-05-00 18-07-00 28-04-00 3-04-00
10-11-00 7-01-00 2-00-00
18-01-08 11-09-08
IRC 2018
TPI 2014 20TLL - 10TDL - 10BDL
Wedgewood Building Company
Farmer Residence
211 Bridgemont at Jackson's Grant
1/4"=1'
January 10, 2020
PH
B20000037
CUSTOMER:
LOCATION:
MODEL:
JOB #:
DATE:
DESIGNER: DESIGN INFORMATION: SCALE:
9028 Old SR 67 South
Mooresville, IN 46158
(317) 834-5380
Truss Placement Guide
1) This layout is intended for the purpose of truss location
and placement only. Refer to the building plans for actual
building construction.
2) All dimensions shown 00-00-00 are in feet-inches-sixteenths.
3) Trusses are spaced 24" on center unless otherwise noted.
4) Do not cut or modify trusses.
5) Refer to the individual truss design drawings for the location
of member bracing, uplift and truss end reactions.
6) Installation of all temporary and permanent bracing is
essential. See truss drawings, BCSI-B2 Summary Sheet
and building designer requirements.
7) Non-bearing walls may not be shown on layout.
Left end of truss, as shown on engineering
drawing, is indicated by the triangle symbol