HomeMy WebLinkAboutWINWARD LEGACY TALBOTT II C F LAY 2EWP Hanger
WINWARD AT LEGACY
UNIT XXXX
TALBOTT II C
2nd FLOOR
1-ply 11 7/8" LSL flush
1-ply 11 7/8" LSL flush
2-ply 11 7/8" LSL flush2-ply 11 7/8" LVL flush
3-ply 11 7/8" LVL flush
AB06AB01AB07AB02AB07AB02AB07AB02AB08AB02AB08AB02AB02AB02AB04AB04AB05AB11AAB11AAB04AB11AAB12AAB02AB02AB08AB08AB082-00-001-02-002-00-002-00-002-00-002-00-0010-001-06-081-02-006-08-00
6-02-08 3-07-007-00-082-00-002-00-001-00-123-02-08
2-00-002-00-001-02-0015-08-0810-07-0811-08-002-00-0016-00-001-03-042-00-002-00-002-00-005-05-08
2-00-002-00-002-00-00SHOP DRAWING APPROVAL
THIS LAYOUT IS THE SOLE SOURCE FOR FABRICATION OF TRUSSES AND VOIDS ALL PREVIOUS ARCHITECTURAL OR OTHER TRUSS LAYOUTS.
REVIEW AND APPROVAL OF THIS LAYOUT MUST BE RECEIVED BEFORE ANY TRUSSES WILL BE BUILT. VERIFY ALL CONDITIONS TO INSURE AGAINST
CHANGES THAT WILL RESULT IN EXTRA CHARGES TO YOU.
REVIEWED BY:__________________________ APPROVED BY:______________________________ DATE:___________
THIS IS A TRUSS PLACEMENT DIAGRAM ONLY.These trusses are designed as individual building components to be incorporated
into the building design at the specification of the building designer. See individual design sheets for each truss design identified on the
placement drawing. The building designer is responsible for temporary and permanent bracing of the roof and floor system and for the
overall structure. The design of the truss support structure including headers, beams, walls, and columns is the responsibility of the
building designer. For general guidance regarding bracing, consult "Bracing of Wood Trusses" available from the Truss Plate Institute,
583 D'Onifrio Drive; Madison, WI 53179.
Floor Area: 18091.08
Roof Area: 0
Hip Lines: 0
Horizontal OH: 0
Rake OH: 0
Valley Lines: 0
Ridge Lines: 0 ft
2702 North Tibbs Avenue
Indianapolis, Indiana 46222
Sales Rep:
TALBOTT II C F
Subdivision:
Order #:
Job Name:
9/8/2021
Designer:Date:
Model:
Client:
Lot #:
Mike Cook
LENNAR
TALBOTT
II C F