I'm knee deep, 8 days in on getting my shed done and have run into a little issue. I'm off about 1/2 on the rafter spacing on the right side of the shed. The left side is ok and runs clean 16" OC.
Since I am doing this alone, I'd rather not have to drop a chalk line and cut these roof boards at an angle to meet OC. [ its 16" OC on top but by the time I get to the wall plate its 17". I used a nail gun to tie in the rafters and they can't be demo''d out] .
I'm thinking wouldn't it be easier for when dealing with uneven rafter spacing to just run a 1x3 stringer across the 20' and then space it 12"?
This way it doesn't matter where the rafters are, I could just square up to the stringers and then lay down the 5/8 ZIP system. I'm treating this like an old building where the rafters have spaced out a bit so the stringer evens it up.
I'm concerned if the nail strong on the stringer through the 5/8 to the ridge beam will be enough to hold the dead and live load?
Since I am doing this alone, I'd rather not have to drop a chalk line and cut these roof boards at an angle to meet OC. [ its 16" OC on top but by the time I get to the wall plate its 17". I used a nail gun to tie in the rafters and they can't be demo''d out] .
I'm thinking wouldn't it be easier for when dealing with uneven rafter spacing to just run a 1x3 stringer across the 20' and then space it 12"?
This way it doesn't matter where the rafters are, I could just square up to the stringers and then lay down the 5/8 ZIP system. I'm treating this like an old building where the rafters have spaced out a bit so the stringer evens it up.
I'm concerned if the nail strong on the stringer through the 5/8 to the ridge beam will be enough to hold the dead and live load?
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