JoeFin
Well-known member
I'm in the process of adding on a 20' x 15' addition to my garage. I'm in the middle of my rafter framing and I'm having a little trouble interpreting the code on "Notching Rafters"
I'm trying to frame in the supports for the Gable End Roofing and I want to come out at least 12" to 18". From every thing I've been told you have to provide a support every 4' and go in twice as much as I cantilever out. So for 12" eves my support would extend in 24" ....
I've been using this page as a reference https://bulk.resource.org/codes.gov/bsc.ca.gov/gov.ca.bsc.2010.02.5.pdf
Page 450 on your adobe reader is the beginning of section 801 Raft and Ceiling Framing. Page 456, of Section 802 Rafter Framing, has this
R802.7.1 Sawn lumber. Not ches in solid lumber joists, rafters,
blocking and beams shall not exceed one-sixth of the depth of the
member, shall not be longer than one-third of the depth of the
member and shall not be located in the middle one-third of the
span. Notches at the ends of the member shall not exceed onefourth
the depth of the member. The tension side of members
4 inches (102 mm) or greater in nominal thickness shall not be
notches except at the ends of the members. The diameter of the
holes bored or cut into members shall not exceed one-third the
depth of the member. Holes shall not be closer than 2 inches (51
mm) to the top or bottom of the member, or to any other hole located
in the member. Where the member is also notched, the hole
shall not be closer than 2 inches (51 mm) to the notch
Anyone with experience and first hand knowledge would be appreciated here
I'm trying to frame in the supports for the Gable End Roofing and I want to come out at least 12" to 18". From every thing I've been told you have to provide a support every 4' and go in twice as much as I cantilever out. So for 12" eves my support would extend in 24" ....
I've been using this page as a reference https://bulk.resource.org/codes.gov/bsc.ca.gov/gov.ca.bsc.2010.02.5.pdf
Page 450 on your adobe reader is the beginning of section 801 Raft and Ceiling Framing. Page 456, of Section 802 Rafter Framing, has this
R802.7.1 Sawn lumber. Not ches in solid lumber joists, rafters,
blocking and beams shall not exceed one-sixth of the depth of the
member, shall not be longer than one-third of the depth of the
member and shall not be located in the middle one-third of the
span. Notches at the ends of the member shall not exceed onefourth
the depth of the member. The tension side of members
4 inches (102 mm) or greater in nominal thickness shall not be
notches except at the ends of the members. The diameter of the
holes bored or cut into members shall not exceed one-third the
depth of the member. Holes shall not be closer than 2 inches (51
mm) to the top or bottom of the member, or to any other hole located
in the member. Where the member is also notched, the hole
shall not be closer than 2 inches (51 mm) to the notch
Anyone with experience and first hand knowledge would be appreciated here
