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HomeMy WebLinkAboutCorrespondence with Structural EngineerCarucsrpemduæ_ Sñ^uuhroy'ã7tæ STRtlllTtjR/iL tESlüN 1ü40 MA|N SIREËT . CARB0NüALI. C0 81tì23 . i97ü] 51û-0773 lu¡rw. evoiveslrucl. con l October t9,2022 Max Filiss Divide Creek Builders 758 North Second Street Carbondale, Colorado 81623 RE: Bear Wallow Ranch - North and South Unit Guest Cabin Remodel, Glenwood Springs, Colorado Max, As requested, we have reviewed the new window and door openings discussed at the site on September L6,2O22. Our review is based on discussions at the site and the as-built drawings received via email on September L6,2O22. The snow load design used for this remodel is per SEAC Co lorodo Design Snow Loads 2076. Project specific parameters used in the calculation are; Site Elevation = 6,500 ft, K = 20.5, A = 6.50. Utilizing the above noted parameters, ground snow load for the site is calculated to be PE= 57 psf. ASCE 7 flat roof snow load for the site is therefore Pf = 40 psf, New window/door headers shall be as follows: o North Unit:o M a st e r " ii,i li.T: :li;:f.i ff ';,ïi :äH ii#:i, ¿, " ".r, " n ¿o Master ,ilïr.yff:#J,flli;i,i iiffj;;ilif;il'lf,o, each endo Living -"iJiå".,:li'LTü;i;l "i ä ï,iÏåiiiä;, studs each endo Dining -äii;i"i l.lä:::,; ïi;íï*;ffäiï", studs each end ¡ South Unit: oDownstaäli"i;"..ii#ll,.iJ:i""',',i,;Î.Tlåüiilil:il:iachend o M a st e r' ",:,: :?;'ff i :i Hï,lli;i lii i,iii i; iii iffi :' :fr d ea c h en d Should you have any further questions regarding this matter, please feel free to contact our office. We look forward to working with you through the completion of the remodel. Sincerely, Evolve Structural Design LLC 1011912022 Steven R. Edmiston, P.E., S.E. Principal BqE*//-z-7fß