HomeMy WebLinkAboutM004.0HTU26HTU26HTU26HTU26HTU26HTU26HTU26HTU26HTU26HTU26HTU26HTU26HTU26HTU26HTU26HTU26HTU26HTU26HTU26HTU26HTU2624" Mech. Tray
Sheathing Ledger By Bldr.
2x4 Ledger By Builder
2x6Ldgr. ByBldr.
Sht'g Ldgr. By Bldr.
2x4 Ledger By BuilderSheathing Ledger ByBuilder Sheathing Ledger ByBuilder
2-TBE4 2-TBE4
2x4 SYP Top Plate Req'd
For Girder Truss Bearing
2x4 SYP Top Plate Req'd
For Girder Truss Bearing Sht'g Ldgr. ByBldr.
(12) at 24"
(11) at 24" (2)at 24"
(2) at 24"
(5) at 24"(6) at 24" (5) at 24"(3)at 24"
Hardware List
22 - HTU26*
8- TBE4
110 - H2.5A
*Qty Includes (1) Extra Hgr.To Hanger Face OfGirder
Attic
Access 2x6Ledger ByBuilder
Drop Hdr. - Top Flush
w/Wall Top Plate
2-TBE42-TBE4
LAY01
TG01
GE01
GE02
T02
TG03
GE03
T03
T03
GE04 GE04AGE05T05GE06GE07 GE07JG01
T08
T08AGE09 CG01J02J03
V01
V02
V03
V04
V05
V06
V07
V08
V09
T01(5)T04(9)
T04A(3)
T06(3)
T07(6)
J01(4)M01(6)T09(8)
10-04-0017-08-00
28-00-007-10-00
2-10-0012-08-00 12-06-00 7-10-00 3-00-00 4-00-00 1-00-00 21-08-00 25-04-00 5-00-0010-00-0016-04-0030-08-00 3-00-00 1-11-12 24-00-00 1-10-12
10-08
2-00-002-00-00 1-10-08 4-00-002-01-044-00-001-08-12
2-00-0010-00-00 2-00-00 12-00-00 2-00-00 10-00-002-00-00
2-00-0022-00-00 2-01-04 6-00-00 1-10-1231-06-001-00-08 10-00-002-01-046-00-001-10-12 60-00-0017-08-00
Customer:
Location:
Model:
Designer:
Job#:
Date:
Scale:Design Information:9028 Old SR 67 South
Mooresville, IN 46158
(317) 834-5380
IRC 2018
TPI 2014 20TLL - 10TDL - 10BDL
PYATT BUILDERS
Lot 156 The Groves at Legacy
Berkeley (Rashmi/Kumar Residence)
TL
B20001084
April 15, 2020
1/4" =1' 0"Mike Eder
Salesperson:
Sheet
Of:
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.
05/05/20
Adam Schriner