HomeMy WebLinkAboutS300.1MUS26
MUS26
2x4ledger
TG01T01T02T03T05J01
TG02
TG02
J02CG01
CG01J02J03J01J03TG03J04J05
T04(6)T06(4)
M01(7)M02(9)92-07-0011-10-00 15-05-002-00-00 17-03-00 22-09-00 50-07-00
27-03-006-00-002-00-002-00-00 2-00-00 2-00-00 2-00-00 2-00-00 2-00-00 2-00-00 2-00-00 2-00-00 2-00-00 2-00-00 1-06-002-00-00 4-00-004-00-002-00-00 2-00-00 2-00-00 2-00-00 2-00-00 2-00-00
GE02
GE02
GE03
GE03
GE04
MG01
GE05
GE06 M03(16)M04(16)M05(11)M06(8)54-04-082-03-08 10-05-00 16-10-0017-03-00 39-05-00
4-08-0022-07-00 1-04-00
1-04-00
1-04-00
1-04-00
1-04-00
1-04-00
1-04-00
1-04-00
1-04-00
1-04-00
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1-04-00 IRC 2018 TPI 2014 30TLL - 10TDL - 10BDL HomesbyMcKenzieCroxdale 20 Hamlet 1/4"=1' July14,2020PH J20003404CUSTOMER:LOCATION: MODEL: JOB #:DATE:DESIGNER: DESIGN INFORMATION: SCALE:9028 Old SR 67 SouthMooresville,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 foractual
building construction.
2) All dimensions shown 00-00-00 are in feet-inches-sixteenths.
3) Trusses are spaced 16" or24" on center unless otherwise noted.
4) Do not cutormodifytrusses.
5) Refer to the individual truss design drawings for the location
of member bracing, uplift and truss end reactions.
6) Installation of all temporaryand permanent bracing is
essential. See truss drawings, BCSI-B2 SummarySheet
and building designer requirements.
7) Non-bearing walls maynot be shown on layout.
Left end of truss, as shown on engineering
drawing, is indicated bythe triangle symbol
08/03/20
William Hohlt