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HomeMy WebLinkAboutEngineer Report 03.31.2020RECEIVEB l\i ir 'i 'r 'i;,'.¡ 3å,i5lFiB""e,,u,l# Engineering E¿ Technical Services Inc" STRUCTURAL CALCULATIONS COVER SHEET Dume Boice P.E. President I)ate: March 31,2020 Project: Sand Creek Post & Beam / Mike Jeronimus Project Location: Highway 82 Carbondale, CO E.T.S. Designer: Alex Smith Contact: KassidiElsbernd Building Sizes: 42'-0') x 48'-0oo Building Style: \ilestern Horse Barn Sand Creek Post & Beam Job #: MJE1219-1 Comments: DEISGN LOAD INFORMATION: 2015 International Building Code Roof Live/Snow Load: 40 PSF Ground Snow Load: 40 PSF' Loft Live Load: 40 PSF 25SS'¡ \ilind Load (Ult.) = 115 MPH EXP. 'C' (3 Second Gust) Risk Category - II Seismic Design Category - C Note: THE SEAL AFFIXED TO THIS PAGE APPLIES TO THE COMPLETE sET OF ATTACHED CALCULATIONS. 27121 469th Aw, PO Box 308, Teâ, SD 57064 phoner (605) 498-tZ9O Fæ (605) 495_1299 w.engte$ru.com 4 /r fti Eng¡ncer¡ng ¿ TGchn¡cnl Scruices, lnc.Sand Creek Post & Beam ¡l6gth Ave 1PO Box 308 Name: Mike JeronimusSÐ s7{16,+-8f 00 Phone:{605) ¡19&1290 F¡x:(605},t98-12s9 CO Job #:MJEl219-1 1Date:3/10/2020 Desiened bv:ARS Design Criteria Code Authority: RoofDead Load: Roof Snodlive Load: Ground Snow Load: Loft Live Load: Wind Load: Exposure: Seismic Category: Imp. Cat.: 2015 l0 40 40 40 115 C C u International Building Code psf psf psf psf mph (Ult.) (3 Second Gust) Structure Type: Fully Enclosed