HomeMy WebLinkAboutCorrespondenceColleen W¡rth
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From:
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Colleen,
Here are the answers to your questions:
âY,
Teresa McDermott <tlemcdermott@gmail.com >
Friday, May 13, 202210:22 AM
Colleen Wifth
Re: [External] McDermott pole barn project
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10. we have forwarded to the builder
Thank You, Teresa McDermott
On Wed, May 1-1, 2022 aT 2:58 PM Colleen Wirth <cwirth@earfield-countv.com> wrote:
RE: BLRE-A4-22-745L- McDermott Pole Barn is under rev¡ew
Courtesy message for Kevin and Teresa McDermott,
This morning I started code review for your buílding permit application for the pole barn and have a few questions
l-. Can you describe your planned use (s) and occupancy for the pole barn?
will it be used as private agricultural use to support the now vacant land, i.e. livestock, storing farm implements,
horticultural products and/or other landscaping equipment and tools?
1.b. will it be utilized as a private residential garage use by the lot owners only in preparation for construction of a
future residence on the property?
-L.c. or describe other uses?
/04
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2. W¡llthe barn have electrical power?
3. Will the barn have potable water supply and a connection to a private septic system or communÍty sewor service?na
4. Will the barn be utilized for non-habítable, unheated, cold storage by owners for their private personal storage use?nê
5. Will there be any natural gas or LP propane fuel píping supplied to tlre structure? lf so, any proposed appliances or
equipment inside the building? n O
6. W¡ll the barn have any insulation and/or drywall installed in the floor / exteríor wall / ceiling assemblies?2a
7. Will there be any interior partition walls framed within the building to divide up the floor space or to create separate
rooms and uses? nd
8. Will the barn have any plumbing fixtures installed?
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9. The plans depict one full-sized walking man-door for an emergency escape and rescue opening by the building
occupants, may we confirm the occupants from the central portion of the building and both "lean to" sections will
continue to have direct access to this one man-door without traveling through intervening enclosed room spaces?
I believe clarifícation and written answers to questions #1-9 will suffice without requiring you to prepare / resubmit
revised blueprints. Answers can kindly be sent to myself (Colleen Wirth), at cwirth@sarfield-countv.com.
As I believe the property currently is vacant without a finished residence - should you plan to use the pole barn for
vehicular garage use(s) - then I highly encourage and recommend owners fill out and send me a copy of the "GARAGE
AGREEMENT" (see PDF attachment). This will allow us to faírly process and perform the remaining zoning compliance
review for the lot.
FINALLY have one remaining question #L0 for the STRUCTURAL ENGINEER OF RECORD for the building project. lf you
could kindly forward this email communícation to the applicable party.
#10. TTE Drawing structural specifications project ELO6-22lists a flat roof snow Pf = 34 PSF. Given the SITE PLANS
referenced elevation at6,1.42ft and GarCo Building Requirements 20L5 One Page (pdf document attached). Garfield
County Building Dívision staff enforce a minimum Roof Snowload Pf measured from the ROOF, not GROUND at bare
minimum 40 PSF. Please have your structural engineer design team re-review the plan drawings and their snowload
calculatiults, attd futwatd arr elnail reply tJirecl.ly tu nre aI Al"Ln: Culleen Wirth, Plans Exanlirrer', Garfield County Building
Division, cwirth@earfield-countv.com. I need a statement from the design professional confirming minimum required
snowload is met in the original building design (or provide REVISED BLUEPRINTS and FRAMING
DETAILS). Documentation will allow me to sign off and place the response into the building file record.
/ee
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Also for your general awareness and job site planning -- I was able to read through the 2015 general geotechnical
report prepared by Huddleston Berry and based on findings in the report, Garfield County will require an "open hole
soils report" by the Geotech be arranged for by the owners/ general contractor and to have copy of said report at the
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job site during the first footing inspection. Garfield County Building lnspectors will need to read the open hole report
when they arrive to do your footing inspection. Just wanted all to be aware, so there are no surprises.
Thanks in advance for whatever assistance you can provide ín answering questions. I look forward to finishing this
review on your behalf.
Kind regards, wish you a good day,
Colleen Wirth
Colleen Wlrth
Plans Examiner
Garfield County Building Division
L08 8'h Street, Suite 401-
Glenwood Springs, CO 81601
cwi rth @ea rf iel d-cou ntv. com
office (970) 945-1377 ext. 1610
Teresa McDermott
Email : tlemcdermott@gmail.com
Mobile: (970)309-6240
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Colleen W¡rth
From:
Sent:
To:
Cc:
Subject:
Colleen Wirth
Tuesday, May 17,2022 3:35 PM
Eric Pesce
Merle Plank; Tim Royer; Julie Hartranft
RE: [External] TTE# ilA6-22: Cascade Construction - Kevin McDermott Revision 1
Got it, thanks Eric.
l'm replying to confirm I was successful opening all attachments.
Thanks for your help on thís,
l'lljump back on the McDermott project (once I complete the case l'm in the middle of right now.... )
Have a good rest ofthe day!
Colleen Wirth
Plans Examiner
Garfield County Building Division
108 8th Street, Suite 40L
Glenwood Springs, CO 8160L
cwirth @ga rf ield-cou ntv.com
office (970) 945-L377 ext. 1610
From: Eric Pesce <epp@timbertecheng.com>
Sent: Tuesday, May L7, 20221:L7 PM
To: Col leen Wi rth <cwirth @ga rfield-cou nty.com>
Cc: Merle Plank <cascadebarns@gmail.com>; Tim Royer <trr@timbertecheng.com>; Julie Hartranft
<jah @tím bertecheng.com>
Subject: IExternal] TTE# E106-22: Cascade Construction - Kevín McDermott Revision 1
Hello Colleen,
Thank you for your email and for clarifying the flat roof design snow load. Attached are the updated set of sealed prints
addressing that change. Please feel free to call with any questions.
Thank you,
Eric Pesce
Assistant Engineer
Timber Tech Engineering, lnc.
L72 Luyben Hills Rd.
Kingston Springs, TN 37082
www.tim bertecheng.com
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615.378.L535