1. V1/1
V1/2
V1/3
V1/4
V3/1 V3/1 V3/1
V3/1
V3/2
14355409
1787
227
30.0
RL
RL
CL
RL
CL CL
T1 2x2PLY - 40 kg/ply
5387122
13355509
1816
227
30.0
TANK
T2 10 OFF - 38 kg/ply
2004900200
300300 5300
1642
30.0
RL
RL
RL
CL
T4 5 OFF - 28 kg/ply
2004900200
5300
1642
30.0
T6 1x2PLY - 32 kg/ply
2005358
3005558
1717
30.0
TANK
RL
RL
RL
CL
T7 6 OFF - 28 kg/ply
2505008300
300300 5558
1717
30.0
TANK
RL
RL
RL
CL
T8 12 OFF - 29 kg/ply
2005108250
300 5558
1717
30.0
T9 1x2PLY - 31 kg/ply
2785280
5558
1717
30.0
RL
RL
RL
CL
T10 1x2PLY - 30 kg/ply
2865272
5558
1717
30.0
TANK
T11 2 OFF - 28 kg/ply
2955263
5558
1717
30.0
TANK
T12 1 OFF - 28 kg/ply
3035255
5558
1717
30.0
TANK
T13 1 OFF - 28 kg/ply
2005358
5558
1717
30.0
TANK
T14 1 OFF - 28 kg/ply
2005358
5558
1717
30.0
TANK
T15 1 OFF - 28 kg/ply
2005358
5558
1717
30.0
TANK
T16 1 OFF - 28 kg/ply
11355709
1874
227
30.0
TANK
RL
RL
CL
RL
CL CL
T17 5 OFF - 52 kg/ply
2003338200
300300 3738
1191
30.0
TANK
RL
CL
T18 5x1PLY & 1x2PLY - 17 kg/ply
RL
RL RL RL
RL
RD
RL RLRD RLRD
RL
RL
RD
RL
RD
RL
RD
RD
RD
RD
RL
RL
RL
RD
RL
RD
RL
RL
RD
RL
RL
RD
RLRD RD
RL
RL
RD
RD
RL
RD
RD
RL
RLRD
RD
RL
RL
RD
RD
RL
RL
RD
RD
RL
RL
RD
RD
RL
RL
RD
RD
RL
RL
RD
RD
THIS INFORMATION IS SUPPLIED IN GOOD
FAITH BUT WITHOUT LIABILITY. IT IS THE
BUILDING DESIGNERS RESPONSIBILITY TO
ENSURE THE STABILITY OF THE OVERALL
STRUCTURE.
TC38 69 OFF 38mm Truss Clip. (TC38)
T2x10 T3x10 T4x10 T7x5 T8x32 T11x2
TC50 5 OFF 50mm Truss Clip. (TC50)
T17x5
FAS 80 OFF Framing Anchor. (FAS)
T1x6 T2x20 T5x4 T6x4 T8x14 T9x6 T10x2 T11x4
T12x2 T13x2 T14x2 T15x2 T16x2 T17x10
TM38 47 OFF 38mm Midi Shoe. (TM38)
T7x5 T11x1 T12x1 T13x1 T14x1 T15x1 T16x1
TS75 1 OFF 75mm Truss Shoe. (TS75)
T10x1
PFS 19 OFF 30x5x1600 150mm bend Restraint Strap. (PFS1500/100)
VRS 32 OFF 30x2.5x1000 100mm bend Restraint Strap. (VRS900/100)
Group No1
Jack Rafters : 35x 97 T26
Ridgeboards : 35x122 T26
Purlins : 35x 97 T26
2ply 35x 97 T26
Ceiling Joists : 35x 97 T26
Binders : 35x 97 T26
2ply 35x 97 T26
Ceiling Tie Level
Rafter Level
3 D view
Section
THIS INFORMATION IS SUPPLIED IN GOOD
FAITH BUT WITHOUT LIABILITY. IT IS THE
BUILDING DESIGNERS RESPONSIBILITY TO
ENSURE THE STABILITY OF THE OVERALL
STRUCTURE.
WOLF SYSTEMS LTD
WolfPlan 5.44
DRG NO : 15/10056/15 10056-3
PROJECT : Darren McDonaghDATE : 11-1-2016SPACING :600mm
LOADS:Tiles=685 Snow=500 N/m2
SITE :Castlebar, Mayo Castlebar,, Mayo
Dempsey Timber Engineering, Dublin Rd., Arklow, Co. Wicklow. Ph. 0402-31704
Checked :Drawn : Patrick Higgins
5320
5423
8367
3880
6107
10517
3184
2828
3758 4263
T4
T6
T7
T8 T9
T10
T11 T12 T13 T14 T15
T16
T11
T8
T1
T17
T2
T1
T18
CL
CL CL
CL
CL
CL
CL
CL
CL
CL
CL
CL
CL
TM38
TM38
TM38
TM38
TM38
TM38TM38
TM38
TM38
TM38
TM38
TM38
TM38
TM38
TM38
TM38
TM38TM38
TM38
TM38TM38
TM38TM38TM38
TM38
TM38
TM38TM38
TM38
TM38
TM38
TM38
TM38
TM38
TM38
TM38
TM38TM38 TM38 TM38TM38 TM38 TM38 TM38 TM38 TM38 TM38TS75
Bracing Colours
Rafter Diagonal (RD) _________
Rafter Longitudinal (RL) _________
C/Tie Longitudinal (CL) _________