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Posted by Cwatters on March 26, 2009, 5:32 am
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> Question on the rafter connection at a structural ridge beam. Building is
> in WA state (Pierce county) Cathedral ceilings with 2x12 rafters are
> shown attached with simpson brackets to a 5 1/8 inch beam. (10/12 slope)
> What is the best way to vent the ridge with such a thick ridge beam?
> Would it be better to notch and place the rafters on top of the beam? Any
> special connection to tie the rafters together? (is it still acceptable to
> offset and lap the rafters?)
Presumably the person who specified the beam is suitably qualified. Perhaps
best to ask them?
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> Question on the rafter connection at a structural ridge beam. Building is
> in WA state (Pierce county) Cathedral ceilings with 2x12 rafters are
> shown attached with simpson brackets to a 5 1/8 inch beam. (10/12 slope)
> What is the best way to vent the ridge with such a thick ridge beam?
> Would it be better to notch and place the rafters on top of the beam? Any
> special connection to tie the rafters together? (is it still acceptable to
> offset and lap the rafters?)
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