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Those rafters look suspiciously like floor joists.Thought u would like to see how to correctly frame a structual ridge. Room is 30x22 and beam is 3 ply 18x1.75. Posts r 5.5x5.5. Rafters r 14" mainly for insulation depth. Shoild be done the roof today.
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Thought u would like to see how to correctly frame a structual ridge. Room is 30x22 and beam is 3 ply 18x1.75. Posts r 5.5x5.5. Rafters r 14" mainly for insulation depth. Shoild be done the roof today.
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Instead of pushing wall out. Cut off overhang.so.. thinking of pushing the walls out to end of eves
yupI wouldn’t.
1. ****load of work for minimal gain
2. Exposes doors and windows to rain which will accelerate deterioration
3. More direct sunlight on walls/windows
4. Nice to have an overhang to stand under when going in/out when it’s raining
I’d honestly give up square footage to have more eave coverage at my house
That's ******ed. Never reduce impermeable footprint. Ever.Instead of pushing wall out. Cut off overhang.
Instead of pushing wall out. Cut off overhang.

Cuse he wants to do silly stuff.Why? You're not gaining any ft2, and you're losing a little bit of sunblocker/ weather defense.
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Cuse he wants to do silly stuff.
Besides.
If he pushed the wall out he would need to put in a foundations and extend floor joist. Drywall wire paint etc.
Cutting off the eve, he just needs a chain saw and a stright line.
Sounds easy until you get into it. Is the concrete thick enough to support the load bearing wall? There’s a footer under the existing walls and floor concrete. You’d also have to restructure your whole roof. The existing joists and rafters aren’t long enough without reducing wall height.its concrete outside those walls and nothing above the first floor. no floor joists. it would be a very easy way to get like 2 ft per side, well compared to full permit BS
Sounds easy until you get into it. Is the concrete thick enough to support the load bearing wall? There’s a footer under the existing walls and floor concrete. You’d also have to restructure your whole roof. The existing joists and rafters aren’t long enough without reducing wall height.
He is in California.... nothing is real.The outside walls carry 1/2 of the roof load up to the peak (30-50 lbs/sq-ft) plus a dead load of 10-20 lbs/foot for the walls. I am sure there is a load ln it. Do they not pour foundations where u live. I can remember your location?