HomeMy WebLinkAboutTALBOTT A_B TRUSS LAYOUT 21-2559(6)HTU26Trimover-hangsasneededGable dropped for 2x6 ladder
2x8ladder Gable dropped for 2x6 ladder
Gable dropped for 2x6 ladder
Gable dropped for 2x6 ladder
NOTETO FRAMER:IT WILL BENECESSARYTO PADGIRDER AGR 1/2"AT VAULTEDAREAS
AGAGREGCG
V1 V2V3 V4 V5 V6 V7V8V9V10V11V12V13V14V15V16A(4)D(3) D1(4)C1(2)C1(3)E(4)E1(2)C(2)25-04-00 11-08-00 1-00-004-00-00 42-00-001-04-00 23-10-00
2-00-001-11-04
2-00-002-00-002-00-002-00-00
2-00-00
2-00-00
2-00-002-00-002-00-00
9-02-00 1-09-042-00-00SHOPDRAWINGAPPROVAL
THISLAYOUT IS THESOLESOURCEFORFABRICATIONOFTRUSSES ANDVOIDS ALL PREVIOUS ARCHITECTURAL OR OTHERTRUSS LAYOUTS.
REVIEWANDAPPROVAL OF THISLAYOUT MUST BERECEIVEDBEFOREANY TRUSSES WILL BEBUILT. VERIFY ALL CONDITIONS TO INSUREAGAINST
CHANGES THAT WILL RESULT IN EXTRA CHARGES TO YOU.
REVIEWEDBY:__________________________ APPROVEDBY:______________________________ DATE:___________
THIS IS A TRUSS PLACEMENT DIAGRAM ONLY. These trussesare designed asindividual building components to be incorporated
into the building design at the specification of the building designer. See individual design sheets foreach truss design identified on the
placement drawing. The building designeris responsible fortemporaryand permanent bracing of the roofand floorsystemand forthe
overall structure. The design of the truss support structure including headers, beams, walls, and columns is the responsibilityof the
building designer. Forgeneral guidance regarding bracing, consult "Bracing of Wood Trusses" available fromthe Truss Plate Institute,
583 D'Onifrio Drive; Madison, WI 53179.
Floor Area: 0
Roof Area:1392.54
Hip Lines: 0
Horizontal OH: 78.61
Rake OH:160.4
ValleyLines: 55.33
Ridge Lines:29.27 ft
2702 North Tibbs Avenue
Indianapolis, Indiana 46222SalesRep:
TALBOTT A/B S
Subdivision:
Order #:
Job Name:
4/8/2021
Designer:
Eric Hooker
Date:
Model:
Client:
Lot #:
Mike Cook
TALBOT A/B
LENNAR
21-2559
06/15/21