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HomeMy WebLinkAboutArchitectural Report - PicturesI HtrUIJUI(tr K LlUY l\>>ULIl\I tr> PL ARCHTTECI-URE I PLANNINC I STRUCURAL EN6INEERING common sense solutions To Whom lt May Concern: From: Theodore K Guy, AlA, PE, President Theodore K Guy Associates PC Date: October 8,2019 Re: Lot 12, Caticote Ranch, Garfietd County, Cotorado At the request of Brad Crawford ,l met Simon at the residence to review two items of interest from a potential sale of the property. The exterior Heavy Tímber porch beam has twisted and no tonger sits ftush to the support column. A wood shim has been ptaced between the beam and the cotumn. The beam has twisted and checked atong its tength but grading rutes attow a fult tength check without any reduction in attowable toading. The loads on the porch beam are very tow compared to the capacity of the heavy timber beam so the beam capacity is adequate to suppor the low roof [ive loads from the porch roof. The shim witt maintain adequate bearing capacity between the beam and the column. The upper bedroom over the garage has been expanded into a former attic area with the construction of several bunk beds. The attic truss H-1 shop drawings confirm in note 10 that the bottom truss chord has been designed f or 40 psf live load and an additionat 10 psf of dead load above the standard 5 psf dead toad. Therefore the capacity of the truss is adequate for the use of the space for bunk beds and other residentia[ uses. Ptease do not hesitate to ca[[ if you have any further questions. Sincerely Yours; Theodore K Guy, AlA, PE, President Theodore K Guy Associates PC Attachmentsr Truss H-l TKG/rkg Lot 12 Caticote Ranch Report 100819.docx Box ró4o Basalt, CO 8rózr glo.g>7.it67 tkga@tkga.net I tkga.netffiffiffi IHtrUULJI(tr K (JUY l\>>(JLIl\I tr> PL ARCHTTECTURE I PLANNIN6 | STRUCTURAL ENGINEERING common Sense solutions Joù lrus KOt6t5 Hr Ml1tu.r, Oéb. tu41a16. 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