1. 1605155160
155155 5475
2035
35.0
TANK
RL
RL
RL
CL CL
T5 22 OFF - 31 kg/ply
RL RLRD
RD
RD
RLRD
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.
LIMITS FOR STANDARD BRACING
WALL PLATE HT. HIGHEST WIND ZONE
< 3.0 m D
< 5.7 m D
< 8.4 m D
IN ACCORDANCE WITH S.R. 70
100 100150
65
160
315
Eaves Detail
Section A - A
Rafter Level
Ceiling Tie Level
TC38 44 OFF 38mm Truss Clip. (TC38)
T5x44
PFS 10 OFF 30x5x1600 150mm bend Restraint Strap. (PFS1500/100)
VRS 10 OFF 30x2.5x1000 100mm bend Restraint Strap. (VRS900/100)
WOLF SYSTEMS LTD
WolfPlan 5.45
DRG NO : 16/02037/Site [Plan]
PROJECT : DCL SurveyingDATE : 11-8-2016SPACING :400mm
LOADS:Tiles=685 Snow=500 N/m2
SITE :Tallow, Co Waterford
Dempsey Timber Engineering, Dublin Rd., Arklow, Co. Wicklow. Ph. 0402-31704
Checked :Drawn : Paul Brennan
4955
2035
T5
CL CL
Bracing Colours
Rafter Diagonal (RD) _________
Rafter Longitudinal (RL) _________
C/Tie Longitudinal (CL) _________
![1605155160
155155 5475
2035
35.0
TANK
RL
RL
RL
CL CL
T5 22 OFF - 31 kg/ply
RL RLRD
RD
RD
RLRD
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.
LIMITS FOR STANDARD BRACING
WALL PLATE HT. HIGHEST WIND ZONE
< 3.0 m D
< 5.7 m D
< 8.4 m D
IN ACCORDANCE WITH S.R. 70
100 100150
65
160
315
Eaves Detail
Section A - A
Rafter Level
Ceiling Tie Level
TC38 44 OFF 38mm Truss Clip. (TC38)
T5x44
PFS 10 OFF 30x5x1600 150mm bend Restraint Strap. (PFS1500/100)
VRS 10 OFF 30x2.5x1000 100mm bend Restraint Strap. (VRS900/100)
WOLF SYSTEMS LTD
WolfPlan 5.45
DRG NO : 16/02037/Site [Plan]
PROJECT : DCL SurveyingDATE : 11-8-2016SPACING :400mm
LOADS:Tiles=685 Snow=500 N/m2
SITE :Tallow, Co Waterford
Dempsey Timber Engineering, Dublin Rd., Arklow, Co. Wicklow. Ph. 0402-31704
Checked :Drawn : Paul Brennan
4955
2035
T5
CL CL
Bracing Colours
Rafter Diagonal (RD) _________
Rafter Longitudinal (RL) _________
C/Tie Longitudinal (CL) _________](https://image.slidesharecdn.com/544982d1-404d-4e38-a3ab-fc92d68467e5-161203164725/85/Layout-for-Approval-19-1-320.jpg)
