HomeMy WebLinkAboutADDITION - TRUSS LAYOUT.pdfXM1 (10) XM1 (10)
21-9-8
49-11-8
14-6-0
19-11-4
5-9-0
XM1DE
XMG1
XM2
XM2
XMG1
XM1DE
2x10 RAFTERS
-PER PLAN-
41-8-12
CHIMNEY
(4'8" X 2'1/4")
VERIFY LOCATION
AND SIZE OF CHIMNEY
2" AIR GAP FROM MASONRY
WALLS PER FIRE CODE.
FISH30254661
ROOF TRUSS LAYOUT
LAYOUT INFORMATION
LOADING: 20-7-0-10
BUILDING CODE: IRC2018
SPACING: 24" TYP
ROOF PITCH: 1/12
CEILING PITCH: 1/12
HEELS: 16"
OVERHANGS: 2'8"
-DROPPED ENDS FOR OUTLOOKERS
WALLS: 2X4
DIM. : FRAMING TO FRAMING
DIM. FORMAT: FEET-INCH-SIXTEENTHS
DESIGNER NOTES
2" AIR GAP FOR GIRDERS AROUND
EXISTING CHIMNEY.
(VERIFY LOCATION AND SIZE OF CHIMNEY)
ALL BEAMS, LEDGERS, RAFTERS, AND
HAND FRAMING AREAS ARE BY OTHERS
BUILD UP BEARING WALLS TO MEET TRUSSES
NOTCHING WALL WHEN NEEDED
SKYLIGHTS SHOWN ARE 22.5"X46.5"
TO FIT BETWEEN TRUSSES SPACED 24" o.c.
SKYLIGHT
SKYLIGHT
SKYLIGHT
SKYLIGHT
2-8-0
2-8-0
2-8-0
2-8-0
24" o.c.
2-0-0
2-8-0
1-4-0
24" o.c.
1-3-8
2-8-0
BUILD UP BEARING WALL TO MEET XM1DE
BUILD UP BEARING WALL TO MEET XM1DE
HAND FRAMED OUTLOOKERS
HAND FRAMED OUTLOOKERS
5-4-0
5-4-0
7-4-0 7-4-0
15-10-0 19-4-0
3-8
FLAT1
FLAT2
XM3
XM3
4-8-0
9-8
V-WEB FOR 9.5" FLEX DUCT.
EXISTING BEARING WALL EXISTING BEARING WALL
49-8-0
Hanger Schedule
Key Model Qty
A LUS24 8
A
A
A
A A
A
A
A
1
1
1
1
Job Number:
Checked By:
Designed By: Shawn Vanblarcom
NOTES:
1.) REFER TO INDIVIDUAL TRUSS
...DRAWINGS FOR ADDITIONAL INFO.
2.) DIMENSIONS SHOWN ARE FROM
...FACE OF STUD OF BEARING WALLS.
3.) DIMENSIONAL VERIFICATION IS THE
...RESPONSIBILITY OF THE SITE
...CONTRACTOR AND/OR ARCHITECT.
4.) ALL INTERIOR HEADERS TO BE
...DROPPED EXCEPT AS NOTED.
5.) ALL TRUSSES MUST BE SPACED AT
...A MAXIMUM OF 24'' OC UNLESS
...OTHERWISE NOTED.
6.) *DO NOT CUT, DRILL, OR ALTER
...*ANY TRUSS WITHOUT WRITTEN
...*CONSENT FROM A REGISTERED
...*ENGINEER.
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 eash 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 entire truss support structure
including, but not limited to 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'Onifiro Drive, Madison, WI 53179.
CUSTOMER NAME:
NEW JOB
PROJECT:
QTREC0803441
DATE: 08 / 31 / 23 FILENAME: 1-A.tdlLayout
REVISION: DATE:
BY:
REVISION: DATE:
BY:
REVISION: DATE:
BY: