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Little Rock, AR Posts: 1129
Joined: Jun, 2007
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Lafayette, Louisiana Posts: 3846
Joined: Nov, 2009
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code help / poor rafter fit
[#2] Posted: 05/08/2012 - 3:54:10 PM |  | |
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Arkansas uses the 2006 IRC. Table R602.3(1) specifies the nail schedule for connections between the rafters and the ridge. 4-16d if toe nailed, 3-16d if faced nailed.
The WFCM might have more but I haven't a copy.
Marc
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"If Guam gets too overpopulated, it might tip over." Congressman Hank Johnson (D) GA |
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Lexington, KY Posts: 2536
Joined: Nov, 2004
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code help / poor rafter fit
[#3] Posted: 05/08/2012 - 5:22:02 PM |  | |
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Kevin, the APA has text and a drawing in their roof framing specs that state "rafters should bear fully upon the ridge board to prevent horizontal rotation."
I saved the drawing at some point, but can't readily locate it. If you Google "rafter ridge board prevent rotation," you'll find similar references.
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Scotts Vally, CA Posts: 104
Joined: Apr, 2002
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code help / poor rafter fit
[#4] Posted: 05/08/2012 - 5:45:41 PM |  | |
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I'd just use R802.3 it states "to" not close.
2006 R802.3 Framing details. Rafters shall be framed to ridge board or to each other with a gusset plate as a tie. ...
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| Peter A Taheny |
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Dallas, TX Posts: 1072
Joined: Oct, 2006
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code help / poor rafter fit
[#5] Posted: 05/09/2012 - 07:01:43 AM |  | |
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Kevin,
If only he had used "10 pounds" of nails ... then it would be OK!! 
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Cheers,
Nolan E. Kienitz Nolan's Inspections, LLC Dallas Home Inspections http://www.NolansInspections.com
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Hoschton, GA Posts: 65
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code help / poor rafter fit
[#6] Posted: 05/09/2012 - 9:51:35 PM |  | |
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Further in the passage to the reference provided: IRC 2006 R802.3 "Ridge board shall be at least 1-inch nominal thickness and not less in depth than the cut end of the rafter."
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Hank Spinnler, ACI Harmony Home Inspection Services Atlanta Georgia www.HarmonyInspection.com |
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Little Rock, AR Posts: 1129
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code help / poor rafter fit
[#7] Posted: 05/09/2012 - 10:23:42 PM |  | |
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Thanks for the replies. The issue wasn't the number of nails attaching the rafter to the ridge, and it wasn't the depth/height of the ridge. It was the fact that the rafters were cut on a different angle than they should have been, and that they didn't meet the ridge. Here's a pic of one of the affected rafters. (I count at least 11 nails for two opposing rafters.)
Click to View
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Kevin
"Politicians are interested in people. Not that it is always a virtue; fleas are interested in dogs." P.J. O'Rourke
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Georgetown, KY Posts: 2171
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Charlotte, North Carolina Posts: 12
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code help / poor rafter fit
[#9] Posted: 06/16/2012 - 2:49:04 PM |  | |
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I don't see a problem with it. It's how you're looking at it. See if you look at it as a wood rafter not bearing on the ridge board (boooooring) then yeahhhh there may be an issue, BUT!!!!, if you look at it as a steel reinforced rafterhead with a seismic gap for the roof to move with the shaking.... then it's perrrrrrrfect!
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Georgetown, KY Posts: 2171
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Charlotte, North Carolina Posts: 12
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code help / poor rafter fit
[#11] Posted: 06/16/2012 - 6:09:12 PM |  | |
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Humor is the best medicine.
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