From 20'x20' to 26'x26' attached with deck MN
Hello all, been reading these boards for a while now. I have an old 1930's house with an attached "2-car" garage. Meaning it is ~20x20 (outside dimension) with 2 7'w x6 1/2" h doors.

The current garage has 2x8, 12' OC with a center support beam. Currently the rim is lagged into the house.


The pitch runs high form the house of left to low on the outside garage wall on right when looking at garage. Want to maintain same flow.
I want to expand the garage to 26'x26' (max in minneapolis) and detach the rim closest to the house would detach from the house and be supported by an additional joist. I'm thinking 2 8'w x7'h doors.


I believe a snow load roof in Minneapolis is 40psf, but then you have to consider the deck loads. I believe I am looking at a 100psf requirement.
I have to uncouple the garage because there is a bank of windows on the house constraining the height. These are not egress windows. I want a 6" gap to create a gutter in front of the window and new joists can thus go higher (have to sacrifice somewhere). This would allow normal height vehicles and also prevent me from having a negative pitch driveway. A flat roof with a negative pitch drive would be too much...
I looked at the span tables and a pretty beefy I-joist is required for the 100psf 26' clear span. But I am trying to retain the center support. I am not sure how to size both the support beam in the center and the one offset from the house.
I was thinking I could use these as the joists @ 12" O.C.. The clearspan from the spec at 12" O.C. is 18'-5". Does a center support cut that near in half? From another manufacturers table, a similar sized joist is 100psf live/25psf dead at 12'-8". Menards I-joist
Not sure what would be on ends and center support.
Any thoughts would be helpful here.
Hello all, been reading these boards for a while now. I have an old 1930's house with an attached "2-car" garage. Meaning it is ~20x20 (outside dimension) with 2 7'w x6 1/2" h doors.

The current garage has 2x8, 12' OC with a center support beam. Currently the rim is lagged into the house.


The pitch runs high form the house of left to low on the outside garage wall on right when looking at garage. Want to maintain same flow.
I want to expand the garage to 26'x26' (max in minneapolis) and detach the rim closest to the house would detach from the house and be supported by an additional joist. I'm thinking 2 8'w x7'h doors.


I believe a snow load roof in Minneapolis is 40psf, but then you have to consider the deck loads. I believe I am looking at a 100psf requirement.
I have to uncouple the garage because there is a bank of windows on the house constraining the height. These are not egress windows. I want a 6" gap to create a gutter in front of the window and new joists can thus go higher (have to sacrifice somewhere). This would allow normal height vehicles and also prevent me from having a negative pitch driveway. A flat roof with a negative pitch drive would be too much...
I looked at the span tables and a pretty beefy I-joist is required for the 100psf 26' clear span. But I am trying to retain the center support. I am not sure how to size both the support beam in the center and the one offset from the house.
I was thinking I could use these as the joists @ 12" O.C.. The clearspan from the spec at 12" O.C. is 18'-5". Does a center support cut that near in half? From another manufacturers table, a similar sized joist is 100psf live/25psf dead at 12'-8". Menards I-joist
Not sure what would be on ends and center support.
Any thoughts would be helpful here.
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