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HomeMy WebLinkAboutEngineer Report 05.22.14A�irneEi Erigln►enfiig LC llornvothwiiir times ►iumgr spat - Matthew D. Hepp, P.E. 605 River Park Dr. Ridgway, CO 81432 Telephone 970 626-4225 Cell 970 318-1469 matthepp@ridgway.us May 22, 2014 Building Inspector Garfield County Building Dept. 0375 County Road 352, Suite 2060 Rifle, CO 81650 Subject: Structural Inspection of the Lewis Garage, 8877 C.R. 320, Garfield County, Colorado. Dear Building Inspector Alpine Edge Engineering has been contacted by contractor Rick Kuester for inspection of the built roof overhang assembly for the structure described above, per building inspector request. AEE performed an on-site inspection of the completed structural framing work on May 14, 2014. A 6 1/2' roof overhang has been constructed on the northwest side of the garage with the following methods. 2x6 lumber has been scabbed onto the ends of Overholt Truss -supplied pre-engineered truss trails with an alternating 2/1 10d framing nails pattern at 5" O.C. The scabs overlap the tails approximately 3 feet. The scab rafters are supported at 4' from the wall with a horizontal 2x4 brace attached with (4) 10d framing nails. The horizontal brace is attached to the stud wall with a 2x4 ledger. The scab rafters have an additional approx. 18" overhang beyond the support location. The entire roof is sheathed with 5/8" OSB sheathing. AEE certifies that the above assembly meets or exceeds requirements to support and resist all applied loads (40 psf snow, 15 psf dead, 90 mph wind) for flexible finishes according to Garfield County Building Code. AEE explicitly limits this specification to the assembly described above. Foundation, roof framing, and all other components are by others. Please feel free to contact me if you have any questions. Regards: ge-7-4099 Matthew D. Hepp, P.E. 0aQ?O0 SEGSfle ��• q�, -fir c3:Q- •tr _ 40718