Started by Medeek, March 12, 2013, 03:33:08 AM
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Quote from: UK4X4 on November 05, 2015, 02:28:45 AMYour doing some awsome work, really coming along
Quote from: Don_P on November 06, 2015, 08:00:54 PM4) typically I do #3 but you only drew the subfascia on the tail. Beyond the sub is a flush fascia bridged over by the drip edge. typically a 2x6 sub and a 1x8 fascia.
Quote from: garyc on November 07, 2015, 06:25:06 AMWhat you are doing is great but most of it is way over my head. But still enjoying reading your thread. Hear is a web link that I like using for gambrel trusses. http://www.blocklayer.com/
QuoteR802.8 Lateral support. Roof framing members and ceiling joists having a depth-to-thickness ratio exceeding 5 to 1 based on nominal dimensions shall be provided with lateral support at points of bearing to prevent rotation. For roof rafters with ceiling joists attached per Table R602.3(1), the depth-to-thickness ratio for the total assembly shall be determined using the combined thickness of the rafter plus the attached ceiling joist. Exception: Roof trusses shall be braced in accordance with Section R802.10.3.
Quote from: Don_P on November 07, 2015, 05:22:00 PMUnder advanced option 4, the vent blocking. Stuff you probably know. Code in the last few cycles has changed, or restated lateral bracing from elsewhere previously into chapter 8.R802.10.3 defers to manufacturers bracing.