This document contains technical specifications and design plans for a truss system with 15 trusses spaced at 600mm. The trusses are made of T26 grade timber and include jack rafters, purlins, binders, and floor joists. Fastening components like truss clips, framing anchors, and restraint straps are specified. Dimensions, spacing, and loading information is provided along with notes indicating this is a preliminary design and the overall structure stability is the responsibility of the building designer.

1. 9116370911
215215 8192
2925
4000
2200
33.0
CL
RL
RL
CL
RL
CL CL
W
D
W
D
W
L
W
L
T1 13x1PLY & 2x2PLY - 103 kg/ply
RL
RL
RL
RL
RD
RD
RL
RL
RL
RD
RD
WL
WD WD
WL
WD WD
THIS INFORMATION IS SUPPLIED IN GOOD
FAITH BUT WITHOUT LIABILITY. IT IS THE
BUILDING DESIGNERS RESPONSIBILITY TO
ENSURE THE STABILITY OF THE OVERALL
STRUCTURE.
Rafter Level
Ceiling Tie Level
3D View
Section A - A
A
A
Group No1
Jack Rafters : 47x172 T26
Purlins : 47x222 T26
Binders : 47x172 T26
Floor Joists : 47x222 T26
Collars : 47x 97 T26
TC50 26 OFF 50mm Truss Clip. (TC50)
T1x26
FAS 24 OFF Framing Anchor. (FAS)
T1x8
TM50 8 OFF 50mm Midi Shoe. (TM50)
TS50 4 OFF 50mm Truss Shoe. (TS50)
PFS 18 OFF 30x5x1600 150mm bend Restraint Strap. (PFS1500/100)
VRS 13 OFF 30x2.5x1000 100mm bend Restraint Strap. (VRS900/100)
TRUSS LEGEND
15No. T1 8192 33.0
WOLF SYSTEMS LTD
WolfPlan 5.44
DRG NO : 16/01032/16 01032-site
PROJECT : Matthew Farrell : [ Cavan ]DATE : 1-2-2016SPACING :600mm
LOADS:Tiles=685 Snow=540 N/m2
SITE :Garage
Dempsey Timber Engineering, Dublin Rd., Arklow, Co. Wicklow. Ph. 0402-31704
Checked :Drawn : Patrick Higgins
4000
2200
2925
6170
215
796
1011
T1
CL
CL
TM50
TM50
TM50
TM50
TM50
TM50
TM50
TM50
TS50TS50
TS50TS50
Bracing Colours
Rafter Diagonal (RD) _________
Rafter Longitudinal (RL) _________
C/Tie Longitudinal (CL) _________
Web Diagonal (WD) _________
Web Longitudinal (WL) _________