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Senior Member
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Senior Member
Further Readings for Preservation of Historic Structures
by ken » Thu Aug 24, 2006 10:22 am
**8/24/06 Further Readings for Preservation of Historic Structures
Anyone, who is interested in Preservation of Historic Structures, can read the following:
**Architectural Preservation Institute (at CSU)
http://api.colostate.edu/projects/index.htm
**The Association for Preservation Technology International (APT)
http://www.apti.org/
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Senior Member
by Bruce Pooley » Sun Sep 03, 2006 3:30 pm
How can it still be standing?
The rafter ends but together and transmit the load, normally a ridge board is used to keep the ends aligned. In this case, I appears that toenails are doing the job.
Collar ties are installed resist the thrust forces at the ridge rafters. In this case, the dead load is not enough to cause much thrust. Any snow load must be minimal (snow melts or slides off roof almost immediately) and therefore not enough load to push the walls out.
Birdsmouth cuts are acceptable as long the the entire cut is supported on the post or other supporting member. Overhanging to the inside can lead to splitting of the rafter.
Post and foundations shown in the photos are customary in the old days. Today they would be required to be mechanically connected with straps, metal connectors, etc. The foundation would have to be more substantial.
Does preservation allow for adding new metal connectors to sides of wood members, or would all reinforcements have to be concealed?
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Senior Member
by ken » Tue Sep 05, 2006 2:48 pm
For this particular case, the preservation allows the galvanized metal connectors to be used (heavier gauge is needed) and all additional reinforcing has to be concealed.
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