HomeMy WebLinkAboutLots 116_117_118 Truss LayoutRoof Trusses Designed by:
ROOF TRUSS LAYOUT
Scale:1/4" = 1'-0"
CAD file:
Page:
Content:
-
Checked by:
Job Number:
Customer:
-
2208056-12T
SBK
Contract Lumber
MARK QTY PART
NUMBER
A*(1) One
Hanger Schedule
USP - RT7A
Notes:
1. Dimensions: Feet - Inch - Sixteenth
2. Dimensions are outside face of bearing to face of truss, unless otherwise noted.
3. Truss to truss dimensions are face to face.
4. All walls/beams shown are considered load bearing, unless otherwise noted.
5. Wall Hts. and Widths are per print.
6. All bearing/uplift clips are mark "A" unless otherwise noted.
7. See individual truss drawings for permanent bracing requirements.
8. Do Not Scale - Call For Missing Dimensions.
David Weekley Homes
GRAMERCY TOWNHOMES
Building #23 / Lots 116-117-118
V01
V02
V01
V02
V01
V02
T01(8)T01(8)
T05(5)T05(5)
T03(7)
1-05-00
7-08-00 13-02-00 16-04-00 13-02-00 7-08-00
60-00-00
20-10-00 16-04-00 20-10-00
60-00-00
1-05-00
20-10-00 20-10-00
8-11-00 3-00-00 8-11-003-00-0015-07-00 3-00-00 15-07-00
1-00-00
2-08-00 1-08-00 2-08-00
1-00-00
3-04-00 3-04-00
David Weekley - Gramercy Townhomes Lot 118
Model: 9798B - Bldg #23 - Job #: 2208056-12T
David Weekley - Gramercy Townhomes Lot 116
Model: 9798B - Bldg #23 - Job #: 2208056-12T
David Weekley - Gramercy Townhomes Lot 117
Model: 9796B - Bldg #23 - Job #:2208056-12T
Higher Truss EndHigher Truss End Higher Truss End
Lower Truss EndLower Truss End Lower Truss End
This Dimensional Truss Placement Drawing is provided as a guide to assist installers with the placement of each individual truss represented.
Any integration of units, layouts, or trusses is the responsibility of the Building Designer, Engineer of Record, and/or the Architect.
1. These trusses are designed as individual building components to be incorporated into the building design. See individual design sheets for each truss design
identified on the placement drawing.
2. The general contractor and/or their agents are responsible for verifying all dimensions.
3. The general contractor and/or their agents are responsible for the temporary bracing of the trusses.
4. The building designer is responsible for the permanent bracing of the roof and floor system and for the overall structure.
5. The design of the support structure including foundation, headers, beams, beam to beam connections, walls and columns is the responsibility of the building designer.
6. Conventional valley framing shall uniformly transfer load to roof trusses below.
7. On knee-wall trusses, additional studding must be added where concentrated loads occur. Material connections designed by others.
8. All stick framing and stick framing connections designed by others.
9. For general guidance regarding bracing, consult "Bracing of Wood Trusses" available from the Truss Plate Institute, 2670 Crain Highway, Ste.203, Waldorf, MD 20601.