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Home My WebLink AboutCorrections and Conditions of Permit-CorrespondenceGarfield County Community Development Department 1210312024 Owner: Christopher and Tamara PO Box 1 132 Carbondale, CO 81623 Architect: None Contractor: Tally Ho Construction PO Box 188 Rifle, CO 81650 Re Corrections and Conditions of Approval Job Address: 1420 County Road 107 Dear Mr. Broadhurst, The County Building Department has performed the review on the building permit application and plans for the new building proposed at the above address. There are items that need to be addressed prior to considering issuance of the building permit and items that can be addressed after the issuance of the building permit. Please provide a response letter addressing each item listed in the "ltems to address prior to issuing a building permit". Response not required for the "Conditions to be addressed during construction" but please address if clarification is needed. Please provide 2 complete sets of corrected sheets, with clouded areas reflecting changes, for the resubmittal. 108 Eighth Street, Suite 401 Glenwood Springs, Colorado 81601 (970) 94s-8212 l'/ 0 T {vhh JT F!eg ${2 YI &'$ \* Corrections to address prior to issuinq a buildinq permit: The drawings submitted indicate an S-1 Occupancy within Type llB Construction. There is also a COMcheck report for envelope compliance. This submittal is for a commercial building in a Rural Zoned property, This will require a Planning Process, please see the attached Pre-Application form to set up the meeting. Please see the attached checklist for a commercial building submittal. Please submit all required documents. Please submit architectural drawings stamped by a Colorado licensed architect. Please provide a COMcheck Report for the heating system. Please provide a COMcheck Report of the lighting. Travel distance is measured rectangularly not diagonally. The common path of travel from the 2nd level cannot exceed 100' from the most remote spot to the bottom of the stairs. Please cleady show compliance on the plans. (lBC Table 1006.2.1) An S-1 Storage requires one water closet per 100 occupants. Please add a handicap restroom accordingly. (lBC Table 2902.1) Please provide an accessible parking space and accessible route into the building. (lBC 1104.1) Submit (2) FULL size, true to scale SITE PLAN drawings with contours that accurately label and show location of the proposed "shop", show the two existing residences, show any existing outbuilding structures to remain untouched, and graphically show any existing structures [ra[ are proposed tt-r be denrolislred or scraped tluring tlre period o[ fortlrcorrtirrg construction. (lBC 1 07) Please provide the elevation of the site. C9 o Please submit full size scaled drawings for review, the 1 1x17 drawings submitted are not legible enough for the review or to perform inspections, 18" x 24" minimum. (lBC 107) -7{Please provide struetura! drawings for the exterior stairs. 1f€tease provide architectural details for the stairs, including width, guard details, handrail details, rise and run, etc. (lBC Chapter 10) I{Ine exterior stairs are shown 12' 10y4" above grade. The maximum vertical rise for a flight of stairs is 12' or an intermediate landing is required. Please address accordingly. (lBC 101 1 .8) Fpb^".provide cross-sections indicating how all the insulation is being installed. Please also include perimeter insulation (slab edge) and the 9'tall foundation wall insulation. (IECC c4021.4) he building appears to be on a slope, as there is a 9' retaining wall on one of the sides of the building (no directional north is shown on the plans). Please show preconstruction grade on the drawings and clearly show building height compliance from average grade. 108 Eighth Street, Suite 401 Glenwood Springs, Colorado 81601 (970) 94s-82t2 i, tr,.1 - Details 104 and 101 shows vertical rebar in contact with the earth. Please change -th" details accordingly. (t g Ftease indicate the plans and provide details on how fall protection is achieved from the 2nd level to the first level. Will there be a wall? A guard? (lBC 1015) Gonditions to be addressed durinq construction: The approved plans are to be on-site for inspections. Sanitary facilities are required to be provided for workers. A list of required inspections will be attached to the plans. The State is to permit and approve the electrical work. https://www.colorado.qov/pacific/dora/DPO Electrical Plumbino Permits Underground utility locates is the responsibility of the owner or contractor. 811 is the Colorado Utility Locate Hot Line. Drainage across property lines shall not exceed that which existed prior to grading. Excess or concentrated drainage shall be contained on site or directed to an approved drainage facility. Erosion of the ground in the area of discharge shall be prevented by installation of non-erosive down drains or other devices. Electrical Code compliance will be determined based on field inspections performed by the State Electrical lnspector, (303) 869-3458. Please have the inspector sign the building card or provide written documentation of the inspections. Please provide special inspections reports to the Building Department for bolting and field welding. Geotechnical observation is required when the excavation is complete and written verification be supplied at footing inspection, 1500psf. All exterior lighting is to be downcast and shielded. Safety glazing is not designated on the plans. Safety glazing will be checked during the framing and final inspection. (lBC 2406.4) Grab bar backing is to be in place for all toilets, bathtubs and showers. A passing blower door test is required to be submitted prior to issuing the Certificate of Occupancy. Sincerely, John Plano Building Official 108 Eighth Street, Suite 401 Glenwood Springs, Colorado 81601 (970) 94s-8212 1. Building is going to be a private garage and falls under U category 2. Private Residential Garage 3. Private Residential Garage 4. Provided updated 2018 IECC Comcheck. Used Comcheck for the envelope compliance certificate do to the build type of construction being a metal building package that is not currently available at Rescheck program. Generally Comcheck is considered more stringent than Rescheck because it assesses a wider range of building elements. 5. PrivateResidentialGarage 6. Travel distance measured on updated plans in a rectangular path measures less then 90' 7. Private Residential Garage 8. Privateresidentialgarage 9. Submitted revised plans 24x36 10. Elevation of site is 6650' 11. Submitted revised scale plans 24x36 size 12. Updated to interior staircase, (L42" total Rise, 21 rises@ 6To"l 13. lnterior Staircase 4'wide, 42" guard railsolid wall, 6 /o"risexIL"run,36" high 1.5" handrail. 14. lnterior staircase doesn't exceed the 12' max rise it measures L1'10" rise' 15. Wall panels are a 3" sandwich panel with 26 ga.lnterior and exterior sheeting with injected 3" foam insulation core. Roof simple saver insulation is a full cavity fill fiberglass fill with a 5" non faceted batt running continuous between purlins and roof sheeting to give full thermal break. lnsulation pass Comcheck by L7% and is depicted on A4 1-3 16. Updated on plan A2 17. The detail S1.1, 104 and 101 is a drawing error and should be able to be field verified for fix. No rebar will contact the earth. 18. Fall protection from Znd floor level to first level is accomplished by the interior wall sheeted from floor to ceiling with only one walk door opening to stairwell landing, the exterior walls will all be sheeted floor to ceiling as well. Per 41, 44 John Plano From: Sent: To: Cc: Subject: Attachments: John Plano Friday, December 20,2024 3:40 PM katie@tal lyhoconstruction.com; Chris Broad hurst Jeff Tally Ho; Rob Tally Ho RE: Broadhurst Bldg Ht Calculation.pdf; Correction Letter.pdf Katie, l'm stit[ missing information. 9. Submit a full-size site ptan, detaits in the letter. 1 1. The foundation drawings are difficul,t to read on 1 1x17. Submit ful,t sized sheets 51 .0, 51.1, 51.2, 51.3 16. Because there's a 9' retaining wal,l, it appears the buitding is on a stope. The etevation sheets provided do not show the PRE-CONSTRUCTION GRADE, lT SHOWS FINISH GRADE. See the attached document regarding how to measure buitding height. Sincerety, John Ptano Chief Buitding Officiat Garfietd County Buitding Department 108 8th Street #401 Glenwood Springs, CO 81601 (970) 945-1377 Ext. 1560 From: katie@tallyhoconstruction.com <katie@tallyhoconstruction.com> Sent: Thursday, December L9, 2O24 2:21PM To: Chris Broadhurst <chrisb@raelectric.com> Cc: JeffTally Ho <jeff@tallyhoconstruction.com>; Rob Tally Ho <rob@tallyhoconstruction.com>; John Plano <jpla no@ga rfield-cou nty.com> Subject: Broadhurst John, Please see attached updates. Thank you, Katie Parrington Office Manager www. ta I lv hoconstruction. com I ilflH$rnil$rtIrH 70 u'0208Rrrl: Coroleoo 2 John Plano Sent: To: Cc: From:Chris Broadhurst <chrisb@raelectric.com> Tuesday, December 3,2024 11:19 AM John Plano Colleen Wirth; Eddie Rubin RE: Shop Building John We will only be using this building to store personal items not for any commercial business. Eddie and I will work on questions 9 through 18 once we figure out who will be building this for us. Thanks Chris Broadhurst 970.618.6086 Cell 970.945.6500 Office Subject: F@ frri'"r#,r'*hENTERPRIE ES OF nAHutrat{OALL, la{{l, From: John Pla no <jplano@ga rfield-county.com> Sent: Tuesday, December 3,2024 L1:01 AM To: Chris Broad hurst <chrisb@ raelectric.com> Cc: Colleen Wirth <cwirth@ga rfield-county.com> Subject: Shop Building Hi Chris, I betieve there's a Labeting issue with the ptans submitted. The ptans indicate S-1 Storage in a Type llB buitding, these are commerciat references. I don't betieve your intent is to run a business from your private property. Atthough, I may be wrong. I can send the pre-app and commerciaI checktist if you need lf the buitding is foryour private use and not run a business, lwoutd just tike a response from you in writing for our fites to ctarify the intended use of the buitding. lf it's for commerciaI use, then att the comment in the letter appty. 1 lf it's for private use to store personal betongings, then the first 8 comments do not appty Give me a catl if more ctarification is needed, John Ptano Chief Buitding Officiat Garfietd County Buitding Department 108 8th Street #401 Gtenwood Springs, CO 81601 (970) 945-1 377 Ext. 1 560 2 John Plano To: Cc: Subject: Attachments: Eddie Rubin Col leen Wirth; Chris Broad hurst; rob@tallyhoconstruction.com RE:Shop Building Correction Letter.pdf; Bldg Ht Calculation.pdf Hi Eddie, Someone dropped off a COMcheck report and full-sized sheets of A-L, A-2, A-3 and A-4. There is still missing information' 1) There is no response letter as requested. 2) The COMcheck Report is for 2012 IECC, it needs to be to the 2018 IECC 3) Numbers 9, LO, LL, !6, !7, and L8 have not been answered. John Plano Chief Building Official Garfield County Building Department 108 8th Street #401" Glenwood Springs, CO 81601 (970) 94s-1377 Ext. 1560 ----Origina I M essage---- From: Eddie Rubin <bhr@raelectric.com> Sent: Tuesday, December 17,2O24 1:19 PM To: John Plano <jplano@garfi etd-county.com> Cc: Colleen Wir:th <cwirth@garfield-county.com>; Chris Broadhurst <chrisb@raelectric.com> Subject: Re: Shop Building John, Just wanted to check in and see if you received everything from Talley ho for the Broadhurst barn? Please let us know if you need anything from us. Happy Holidays. Thanks Eddie On Dec L2,2024, at 10:01AM, Chris Broadhurst <chrisb@raelectric.com> wrote Sounds good hopefully you will hear from them today Chris Broadhurst 970.618.6086 Cell 970.945.6500 Office 1 <image001.jpg> <image002.png> From : Joh n Pla no <jpla no@ga rfi eld-cou nty.com> Sent: Thursday, December L2,2O24 9:50 AM To: Chris Broadhurst <chrisb@raelectric.com> Cc: Colleen Wirth <cwirth@garfield-county.com>; Eddie Rubin <bhr@raelectric.com> Subject: RE: Slrop Building Not yet, I did speak to Rob on Monday and he stated he has my letter and is working on it... John Plano Chief Building Official Garfield County Building Department L08 8th Street #401 Glenwood Springs, CO 81501 (970) 945-1377 Ext. 1560 From: Chris Broadhurst <chrisb@raelectric.com<mailto:chrisb@raelectric.com>> Sent: Thurrsday, December L2,2O24 9:00 AM To: John Pla no <jpla no@garfi eld-cou nty.com< ma ilto:jpla no @ga rfie ld-county.com>> Cc: Colleen Wirth <cwirth@garfield-county.com<mailto:cwirth@garfield-county.com>>; Eddie Rubin <bhr@raelecffic.com<mailto:bhr@ raelectric.com>> Subject: RE: Shop Building John have you seen any follow up on this with Talley Ho Thanks Chris Broadhurst 970.618.6086 Cell 970.945.6500 Office <image001.jpg> <image002.png> From: John Plano <jplano@garfield-county.com<mailto:jplano@garfield-county.com>> Sent: Tuesday, December 3, 2024 LL:27 AM To: Chris Broadhurst <chrisb@raelectric.com<mailto:chrisb@raelectric.com>> Cc: Colleen Wirth <cwirth@garfield-county.com<mailto:cwirth@garfield-county.com>>; Eddie Rubin <bhr@ raelectric.com<mailto:bhr@raelectric.com>> Subject: RE: Shop Building Sounds good, did quite a bit of work with Ed in C'dale. So much he's still in my cell contacts. John Plano Chief Building Official Garfield County Building Department 108 8th Strcct #401 2 Glenwood Springs, CO 81601" (970) 945-1377 Ext. 1560 From: Chris Broadhurst <chrisb@raelectric.com<mailto:chrisb@raelectric.com>> Sent: Tuesday, Decemb er 3, 2O24 11:23 AM To: Joh n Pla no <jpla no @ga rfi eld-co u nty.com<ma i lto:jpla no @ga rfie ld-cou nty.com>> Cc: Colleen Wirth <cwirth@garfield-county.com<mailto:cwirth@garfield-county.com>>; Eddie Rubin <bhr@raelectric.com<mailto: bhr@raelectric.com>> Subject: RE: Shop Building Yes sir he will be the main point of contact. Thanks Chris Broadhurst 970.618.5086 Cell 970.945.6500 Office <image001.jpg> <image002.png> From: John Plano <jplano@garfield-county.comcmailto:jplano@garfield-county.com>> Sent: Tuesday, December 3,2O24 tL:.22 AM To: Chris Broadhurst <chrisb@raelectric.comcmailto:chrisb@raelectric.com>> Cc: Colleen Wirth <cwirth@garfield-county.com<mailto:cwirth@garfield-county.com>>; Eddie Rubin < b h r@ ra e I ectric. co m< ma i lto : bh r@ ra e lect ric.co m >> Subject: RE: Shop Building Didn't know Ed was on your team Hello to Edl John Plano Chief Building Official Garfield County Building Department 108 8th Street #401 Glenwood Springs, CO 81501 (970) 945-1377 Ext. L560 From: Chris Broadhurst <chrisb@raelectric.com<mailto:chrisb@raelectric.com>> Sent: Tuesday, December 3,2O2411:19 AM To : Joh n Pla no <jpla no@ga rfi e ld-cou nty.co m<ma i lto:jpla no @ga rfield-cou nty.com>> Cc: Colleen Wirth <cwirth@garfield-county.com<mailto:cwirth@garfield-county.com>>; Eddie Rubin <bhr@raelectric.com<mailto:bhr@ raelectric.com>> Subject: RE: Shop Building John We will only be using this building to store personal items not for any commercial business. Eddie and I will work on questions 9 through 18 once we figure out who will be building this for us. 3 Thanks Chris Broadhurst 970.618.5086 Cell 970.945.5500 Office <image001.jpg> <image002.png> From: John Plano <jplano@garfield-county.com<mailto:jplano@garfield-county.com>> Sent: Tuesday, December 3,2O2411:01 AM To: Chris Broadhurst <chrisb@raelectric.com<mailto:chrisb@raelectric.com>> Cc: Colleen Wirth <cwirth@garfield-county.com<mailto:cwirth@garfield-county.com>> SubJect: Shop Building HiChris, I helieve there's a laheling issue with the plans submitted, The plans indicate S-l Storage in a Type llB huilding, these are commercial references. I don't believe your intent is to run a business from your private property. Although, I may be wrong. lcan send the pre-app and commercialchecklist if you need. lf the building is foryour private use and not run a business, I would just like a response from you in writing for our files to clarify the intended use of the building. lf it's for commercial use, then all the comment in the letter apply lf it's for private use to store personal belongings, then the first 8 comments do not apply. Give me a call if more clarification is needed, John Plano Chief Building Official Garfield County Building Department 108 8th Street #40L Glenwood Springs, CO 8L60L (970) 945-1377 Ext. 156O 4 AGf€SEfrIflfiEL TALLY HO CONSTRUCTION 145 COUNTY RD 225 RtFLE, CO 81650-9400 237 $outh 4th $treet, PO. Box 348, Albion, N€ 686?A TF 800.3?7.0790 I P 402.395.50?6 I F40?.395.6369 [ aentinelbuildings.com Jobsite Address: 1420 COUNTY ROAD 107 CARBONDALE, CO 81623 NtY Date:8/26/2024 AGI-Sentinel Job lD: 843924 To Whom it May Concern This letter is to certify that a 50' wide, 100' long building with a 20' back and 20'front eave height as referenced above and manufactured by AG|-Sentinel of Albion, Nebraska is designed in accordance with the following loads: Roof Dead Load: 3.2 psf Seismic lmportance Factor: 1.00 Collateral Load: 1.0 psf Seismic Design Category: C Roof Live Load: 20.0 psf Assumed Site Class: d Rigid Frame Live Load: 12.0 psf Seismic Coefficient: 0.719 (Ss*Fa) Risk Category: ll - Normal ROOF SNOW LOAD FACTORS ss=0.52 51=0.10 SDS=0.48 Sd1=0.15 Ground Snow Load: 47.62 psf SEISMIC BRACING SYSTEM: Structural Steel System Not Flat Roof Snow Load: 40.00 psf Specifically Detailed for Seismic Resistance Sloped Roof Snow Load (Ps): 40.00 psf l=1.00 Ce=1.00 Ct=1.20 Cs=1.00 SEISMIC DATA Cs R Terrain Category: C Interior Frame 0.15 3.00 Roof 0.16 3.00 Wind Load: V: 115 mph Vasd: 89.08 mph Left Endwall 0'16 3.00 . Exposure C - Enclosed Right Endwall 0.15 3.00 lnternal Pressure Coefficient: +0.18 / -0.18 Front Sidewall 0.15 3.00 Wind lmportance Factor: 1.00 Back Sidewall 0.15 3.00 Longitudinal Base Shear (V): 25.02 (k) 60-min/loo-year rainfall intensity: 1.1900 inlhr Transverse Base Shear (V): 17.28 (k) See erection drawing cover page for special loads.Floor Loads: FLOOR DEAD LOAD: 12.0000 psf FLOOR LIVE LOAD: 50.0000 psf Loads are applied in accordance with the IBC 21 building code. The certifying engineer does not certifythatthe building code or loads specified are adequate or appropriate forthe intended use or location of this building. The buyer is responsible for verifying specified loads are in compliance with the local regulatory authorities. Design is in accordance with the applicable sections of the following specifications: Hot-rolled: 2015 ANSI/AISC 360-16 cold-formed: 2015 Alsl s100 This certification is limited to the steel framework, the metal roof and the metalwall covering, and fasteners required for their installation. ThiscertificationspecificallyexcludesananalysisofthefoundationandpartssuppliedbyanyoneotherthanAGl- Sentinel. Sincerely, Robert V. Nangla P.E. 7423 Hollow Rldge Drlve Housiton, Texas 77095 03 ?s?rr E tr El @ El @asgrowthintl I As*no\,1Jrtl.co}t4