DennisArrow
Platinum Member
- Joined
- Jul 4, 2003
- Messages
- 766
- Location
- Sugar Valley, Ga
- Tractor
- Iseki TL 2300, Kubota RTV, Kubota B7610
The 28x40 pole barn that we discussed in a previous thread (pole barn bracing) is ready for the roof.........
I need to build a gable end out from the end truss about 10".......am furring out the distance with 2x4 framing on 4' centers..........the furring is basically just a rectangle with bracing glued and screwed about every 18".......the length of these varies depending upon the slope of the roof; but basically the longest is 76" down to 38"...........I need a total of 5..........
On these I am hanging 2x6 pressure treated fascia's......and then am going to side with 1x12 rough sawn from a local mill.......
THE QUESTION IS:.........this is quite a bit of weight on one truss..........I am bolting each furring frame directly onto the last truss...........the truss has a 28' span of 2x6 chords......it is braced 3' in from each end on a 45 degree angle down to a post on each side of the structure............am I asking to much for one truss to support this or am I just worrying........The bottom chord of the truss has a 2x6x10 center then the rest runs to the ends...........wouldnt be a real problem to bolt a 2x6x16' scab onto the inside of the bottom chord to reinforce it; but dont want to if you dont think it is needed...................talked to the engineer of the truss plant and he said no problem............what do YOU think......Dennis
I need to build a gable end out from the end truss about 10".......am furring out the distance with 2x4 framing on 4' centers..........the furring is basically just a rectangle with bracing glued and screwed about every 18".......the length of these varies depending upon the slope of the roof; but basically the longest is 76" down to 38"...........I need a total of 5..........
On these I am hanging 2x6 pressure treated fascia's......and then am going to side with 1x12 rough sawn from a local mill.......
THE QUESTION IS:.........this is quite a bit of weight on one truss..........I am bolting each furring frame directly onto the last truss...........the truss has a 28' span of 2x6 chords......it is braced 3' in from each end on a 45 degree angle down to a post on each side of the structure............am I asking to much for one truss to support this or am I just worrying........The bottom chord of the truss has a 2x6x10 center then the rest runs to the ends...........wouldnt be a real problem to bolt a 2x6x16' scab onto the inside of the bottom chord to reinforce it; but dont want to if you dont think it is needed...................talked to the engineer of the truss plant and he said no problem............what do YOU think......Dennis