HomeMy WebLinkAboutCorrespondence Regarding Snowload€orreøVanfuFrom:Sent:To:CcSubject:Colleen W¡ÉhEvan Jones < evan @blackcanyonengineers.com >Monday, February 14,20221:50 PMDrew RudermanColleen WirthRe: [External] BLRE-01 -22-7309 - Alan Dabek residence 250 Maroon Dr, 4 Mile Ranch Subdivision, Lot 41Good afternoon Colleen,For the Dabek residence, the applied roof snow load was in fact Pf=40 psf. Apologies for the misprint on our GS page. No modifications to the proposedfoundation and framing detaíls are necessary.Thanks Colleen, please let us know if any other questions come upBest Regards,Evan W Jones, P.Ë.EngineerBrack Canyon Engineers447 E. Main St.Montrose, CO 81401Office: (970) 568-5391Direct: (970) 568-5394Fax. (877) 586-8583un¡vw. BlackCanvon En o ineers. com&nê"rna.hìz dnK"of Srraa/aa/1
risk. By accessing the data <>ontained in these frles the user agrees to indemnify, hold harmless and defend Black Canyon Engineers, their employees, dfcqs and agents from anyand all ctaims arising from the use of the data.On Mon, Feb 14,2022 at 12:59 PM Drew Rurlerman <d rew@blackcanvonenqineers.com> wrote:Thanks Colleen, we will nespond and reply ASAP.Best Regards,Drew S. Ruderman, P.E.Owner & Professional EngineerBlack Canyon Engineers447 E. Main St.Montrose, CO 81401-Office I Cell: (970)s68-s392tax: 1877) 586-8583www. BlackCanvonEngineers.comof the individual or entity to whom this e-mail is addressed. tf you are not one of the named recipient(s) or atherwise have reason to believe thd you have recdved this message inand all claims arising from llhe use of the data.On Mon, Feb 14, 2022a1l1L:57 AM Colleen Wirth <cwirth@garfield-cgu.ntv.com> wrote:I , RE: BLRE-CI1-2?-7309 - Alan Ðabek residence 250 Maroon Dr, ¿l Mile Raneh Subdivision, Lot 41Hello Drew,l've started structural review for the Alan Dabek residence ¡n 4 Mile Ranch (8CE0821L8).sheet GS design criteria l¡sts GRoUND sNow L0AD 40 LB/ PsFPlease v¡ew attacfired link and attachments for requ¡rements ¡n un¡ncorporated Garfield County2
Residential-Buildins-Code-Requirements. pdf (earfield-cou ntv.com )Pursuant to current policy roof snowload is measured at Roof Pf, not Ground PgAs per the architects building height calculations, we understand the lots average natural grade is 6,137 ftI am requesting an email response from the structural Engineer of Record to verify and confirm the roof snowload.lf no modifications to the proposed foundation and framing details are necessary, an email reply from you will suffice.lf evaluation of roof snowload should somehow cause amendments to the foundation / framing systems, I will request (2)full sized stamped sets of new Structural sheets to include in our OFFICE and FIELD COPY of approved plan drawings.PIease advise at your earliest convenience,Colleen W¡rthPlans ExaminerGarfield County Building Division108 8th Street, Suite 401Glenwood Springs, CO 81601-cwi rth @ garf ield-cou ntv.comoffice (970) 945-1377 ext. 1-6103