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Application - Permit
I Garfield County Building & Planning Department 108 8th Street, Suite #401 Glenwood Springs, Co . 81601 Office:970-945-8212 Fax: 970-384-3470 Inspection Line: 970-384-5003 Building Permit No. Parcel No: 2179-104-00-177 Locality : Job Address: 0470 cr 311, Silt Use of Building: addition to Vet clinic ---------------------------------------------- Owner: Divide Creek Enterprises LLC Contractor: Dave Doolen Fees: Plan Check: $ 1,352 .10 Septic: Bldg Permit : $ 2,080.15 Other Fees: Total Fees: $ 3,432.25 Clerk: :::::::illiTL~~ Date: 40\-\Jo / P..celNo: 2 3 4 7 8 9 Desaibe·Work: 10 CltiS of Work: 11 Garage: 12 GARFIELD COUNTY BUILDING PERMIT APPLICATION 108 8th Street. Suite 401, Glenwood Springs, Co 81601 Phone: 97~945 -8212 I Fax: 970-384-3470 I Inspection Line: 970-384 -5003 www,gartield-countv.oom oNew Addition Septic: oAttacbed 0 Dctacbcd JJISDS OWIIen valuation of Work: NODCE 0 Alllldtt· This lppliallim ilr a BaiJdills ~'ami~-be aiped by the Ow.-oflbe JII"ClP"d)', cleecriJed .tJove, or a~llllbcrited III8Gil If the lipltJR below is DOt ~Jut of the o-, a ...,..ic leu. of aalborily,lipcd by the~.-bo provided wills diU Applicolioa. Leg! An= A~ Pamlt c:a11110t boi-s witboat proofoflepl aad adeqaole .._ totboo JlRIPOI'IY b PJIJK*S ofiDJpec:tiolls bydioe BaiJdiJts ~ Q!W Ps.... M111tip1o ICIJliiiiiiO JICIIftls may be~ (1) S.O FJ.ec:la:ical Peram, (2) eoa.y 1SDS Pamit, (3) _.,. peuuit Rlj8irecl for-c. the propaty idcialifiecl ab<m, e.g. S.. or • County HJaliwayJ Ro*I.AccCD or • s-w-. DiJc11aso Pamlt. . y ... Ppwlt. A Bui1diDs ~'ami~ bcocCaa DDII aad wid iftbe ..ad. ..sborized is not •• •• "" od wilbio IIIOdays oftblo dotD ofm--8lld if ..ad. it lllll!lC'I'ded or abaDdooecl for a period of 180 Uys aflGr n 41MICW GUO II . CDt11JICA110N 1l!Mnby c:ertify that llur.oo read this Appic:alioa aad that tblo ~ ---lbovo is lnlo aad comd. llllldlntllld that the BaildiDs ~ accqU the AAJiiCIIIioa, aloas with tblo plaos 'a opori1irA«icw aad Giber cilia .Abmitlecl by me or on my bebalf (IUIJmiltab), t-s upoa my ccrti6aDoo • to ec:conc:y. Assuming oc~ of the lllbmilmb slpPIIMil of this Appliclaoo, •&ildiaa ~'ami~ wiD bo iaaed palins permission to me, as 0...., to -the -.-e(a) aad filf:ili1ies dccailedoo tho oubmitlala revi8WIId by 1118 BooiJdiDa ~ In c:cJIIIIidcmian oflbe ~ oflbe BuiJdills Pamit, I IIIJ1'C that I mil my apalll wiD CIOIIIply wllb ~of my fi:dcn1, -or Joe.~ law rcpillliq the WOik llld the o.rtield Couuty BaildiDg Code, ISDS np1lilionl aad appliQble 1md ucnplalioos (Coaaty ltqralJilicil(a)). I~ that the Bml4iDg Pamit may bo llllflCIIIIedcr revcbd, upoa IIOiioe from the Comly, iflbo JOQI!ioo, ~or..., of the IIII'IIIDre(a) aad r.:mc,(iea~ cleac:n'bod .tJove, .-e DOl iD ~-wido Coanty ~1) or my Giber 11J111icaNo law. ~ I!Mnby po~pcrmiaion to tbe BaiJcliDg ~to -thc popeaty, deeajbod above, to iarpcd lbe ...,;&. 16a1heo-~that tblo~ oftbeBailclil!l Permit does aot prewmlbo o.iJdiDa Ollicill &am: (1) Rqllirla& thc lll!l'leCidl of ann iD 1be lllllmilals, if my, cliaxMnld dor ~or (2) ~-atiou or-oflbe ~1) or lidlily(lea) if .ail iD -.iollliaD ofCoaoty RepiiDon(a) or my oibor ~law. . Review of !lois~ iDI:1aobg aabmillllr, mel~ ofthc wad< by tblo BaildiD& ~ clo DDI CIOUiitalo a~ ofrapoooibility or Jilbility by the ee-ry of aron, omissioas or discrep~Dciea. AI the Owla-,1 ~that p.poosa'bilily b-~wills fodonl, II* aad loaollawa aad c.c..mty ~root witb me -.1 my~ tpdS, iDc:IDdidg wi1hout limiuDoo my arcbilolct deliper, ,..;-e4l or bailder. · IHEREBYACKNOWI..EDOE1HATIHAVEREADANDUNDERSTANDTIIBNOJ'IC&.t;CJ:RTDIJCA110NABOVE; DATE STAFF USE ONLY SpecW COIIditiou: Adjasted Valutioa: 5 ,1? Plu Cheek Fee: Permit Fee: MuultomeFee: Mille Fees: -::J.q) '1 b 1 \3(?-\tl ;l.o ~ IS"""" Cj ~ ISDSFee: (fi ToCaiFea: ~ FeaPUI: Baluc:e .».: ~AJ.aeO.te: ISDS Nt & bAled Date: 3 '1 3 "A L-J\)\600 -I ~3~ '-l" )C)q~ c,hSfr·f'1 ¢-'f3i' Setbacks: OCCGrv.p: ~ eo.tType: ~ 7..oaiJic: )t6 BLDG DEPT: PLNGDEFf: _ill , \)J\ L-~ _'.}-\ -0 $r-11~\-\U\_ '\.\' '2-\ -(f y APP 1\()~AL/ DATE · l\Ol'U API'I DATE ~J vv I ' . ~·~sn <lt ~\N iJ ~o -\~'1 ~ The following items are reouired by Garfield County for a rmallnspedion: 1) Afmal Electrical Inspection from the Colorado State Electrical Inspector. 2) Permanent address assigned by Garfield County Building Department and posted at the structure and where readily visible from access road . . 3) A finished roof; a lockable building; completed exterior siding; exterior doors and windows installed; a c<implete kitchen with cabinets, sink with hot & cold running water, non-absorbent kitchen floor covering, counter tops and finished walls, ready for stove and refrigerator; all necessary plumbing. 4) All bathrooms must be complete, with washbowl, tub or shower, toilet, hot and cold funning water, non-absorbent floors, walls finished, and privacy door. 5) Steps over three (3) risers, outside or inside must be must have handrails. Balconies and decks over 30" high must be constructed to all me andJRC requirements including guardrails. 6) Outside grading completed so that water slopes away from the building; 7) Ex«ptions to the outside steps, decks, grading may be made upon the demonstration of extenuating circumstances., i.e. weather. Under such circumstances A Certificate of Occupancy may be issued conditionally. 8) A final inspection sign off by the Garfield County Road & Bridge Department for driveway installation, where applicable; as well as any final sign off by the Fire District, and/or State Agencies where applicable. A CERTIFICATE OF .OCCUPANCY (C.O.) WILL NOT BE ISSUED UNTIL ALL THE ABOVE ITEMS HAVE BEEN COMPLETED. A C.O. MAY TAKE UP TO 5 BUSINESS DAYS TO BE PROCESSED AND ISSUED. OWNER CANNOT OCCUPY OR USE DWELLING UNTIL A C.O. IS ISSUED. . OCCUPANCY OR USE OF DWELLING WITHOUT A C.O. WILL BE CONSIDERED AN ILLEGAL OCCUPANCY AND MAY BE GROUNDS FOR VACATING PREMISES UNTIL ABOVE CONDffiONS ARE MET. I understand and agree to abide by the above conditions for <><:cupancy, use and the issuance of a C.O. for the building identified in the Building Permit. Bopplicationseptember2007 PLAN REVIEW CHECKLIST Applicant D t t/ , J e__ (JLee It Date I ~ 30 -0<{ /.. Building _\_. _Engineered Foundation Planning/Zoning --tL-Property Line Setbacks '\.../"30ft Stream Setbacks ---.LL.._Driveway Permit ~ s~Lr' ~ ~Surveyed Site Plan -i.,L._Flood Plain ~ ~ ~ ') ·3or -l.LSeptic Permit and Setbacks ( ~?)(v'i) V"oradefTopography 30% ~ (': 0 ~ttach Residential Plan Review List ___L_Minimum Application Questionnaire ~Subdiv i sion Plat Notes _Ldire Department Review _\...LValuation Determination/Fees VRed Line Plans/Stamps/Sticker --4t-A~ach Conditions 4--Application Signed . 0an Reviewer To Sign Application _iLParcel/Schedule No. ~ 40 # Snowload Letter-Manf. Hms. GENERAL NOTES: ~uilding Height L zonin g Sign-off A~T. ~Road Impact Fees ~HOA/DRC Appr oval V' Grade/Topography 40% ~anning Issues ~Subdivision Plat Notes v e..\-c \1 ~ "'-">~ e./ ~ •s "~ VALUATION FEE DETERMINATION Applicant Address Date ..;Do;i:;vi:;:d::,e :=:C::,:re;:::e::;.k..::E:::n:::.t. ..::Le:L:::C:.._ ______ Su bdivision 0470 CR 311 LoUBlock -::4:-::/2:':1"::/2:':0":0'3'8'-'-"----------Contractor Finished (Livable Area): Main Upper Lower Other Total Basement: Unfinished Square Feet Valuation Conversion of Unfinished to Finished Total Valuation Garage: Valuation Crawl Space Valuation Decks/ Patios Valuation Covered Open Type of Construction: Occupancy: B Valuation Total Valuation sf sf sf sf X $74.68 0 sf sf X $41.00 sf X $33.68 sf X $18.00 sf X $9.00 sf X $24.00 sf X $12.00 Commercial 3596 sf X $81.61 sf X sf X sf X sf X sf X Dave Doolan 0.00 0.00 0.00 0.00 0.00 293,469.56 293,469.56 GARFIELD COUNTY BUILDING AND PLANNING 970-945-8212 MINIMUM APPLICATION REQUIREMENTS FOR CONSTRUCTION OF COMMERCIAL OR MULTI-FAMILY RESIDENTIAL BUILDINGS Including NEW CONSTRUCTION ADDITIONS ALTERATIONS And MOVED BUILDINGS In order to understand the scope of the work intended under a permit application and expedite the issuance of a permit it is important that complete information be provided. When reviewing a plan and it's discovered that required information has not been provided by the applicant, this will result in the delay of the permit issuance and in proceeding with building construction. The owner or contractor shall be required to provide this information before the plan review can proceed. Other plans that are in line for review may be given attention before the new information may be reviewed after it has been provided to the Building Department. Please review this document to determine if you have enough information to design your project and provide adequate information to facilitate a plan review. Also, please consider using a design professional for assistance in your design and a construction professional for construction of your project. Any project with more than ten (10) occupants requires the plans to be sealed by a Colorado Registered Design Professional. To provide for a more understandable plan and in order to determine compliance with the building, plumbing and mechanical codes, applicants are requested to review the following checklist prior to and during design. Plans to be included for a Building Permit must be on draft paper at least 18"x 24"" and drawn to scale. I Plans must include a floor plan, a concrete footing and foundation plan, elevations all sides with decks, balcony steps, hand rails and guard rails, windows and doors, including the finish grade and original grade line. A section showing in detail, from the bottom of the footing to the top of the roof, including re-bar, anchor bolts, pressure treated plates, floor joists, wall studs and spacing, insulation, sheeting, house-rap, (which is required), siding or any approved building material. Engineered foundations may be required. Check with the Building Department. A window schedule. A door schedule. A floor framing plan, a roofing framing plan, roof must be designed to withstand a 40 pound per square foot up to 7,000 feet in elevation, a 90 M.P.H. windspeed, wind exposure B or C, and a 36 inch frost depth. All sheets need to be identified by number and indexed. All of the above requirements must be met or your plans will be returned. All plans submitted must be incompliance with the 2003 IBC, IPC, JMC and IFGC. Applicants are required to indicate appropriately and to submit completed checklist at time of application for a permit: 1. Is a site plan included that identifies the location of the proposed structure, additions or other buildings, setback easements, and utility easements showing distances to the property lines from each corner of the proposed structure prepared by a licensed surveyor and has the surveyors signature and professional stamp on the drawing? Slopes of 30% or more on properties must be show on site plan. (NOTE: Section 106.2) Any site plan for the placement of any portion of a structure within 50 ft. of a property line and not within a previously surveyed building envelope on a subdivision final plat shall be prepared by a licensed surveyor and have the surveyors signature and professional stamp on the drawing. Any structure to be built within a building envelope of a lot shown on a recorded subdivision plat, shall include a copy of the building envelope as it is shown on the final plat with the proposed structure located within the envelope. Yes V 2. Does the site plan when applicable include the location of the I.S.D.S. (Individual Sewage Disposal System) and distances to the property lines, wells (on subject property and adjacent properties), streams or water courses? This information must be certified by a licensed surveyor with their signature and professional stamp on the design. Yes ~ No Not necessary for this project __ _ 3. Does the site plan indicate the location and direction of the State, County or private road accessing the property? Yes____L' 2 4. Is the LS.D.S. (Individual Sewage Disposal System) designed, stamped and signed by a Colorado Registered Engineer? Yes t/ No__ Not necessary for this project. __ _ 5. Are the plans submitted for application review construction drawings and not drawings that are stamped or marked identifying them as "Not for construction, for pennit issuance only", "Approval drawings only", "For permit issuance only" or similar language? Yes t/ No__ Not necessary for this project __ _ 6. Do the plans include a foundation plan indicating the size, location and spacing of all reinforcing steel in accordance with the uniform building code or per stamped engineered design? Yes V No__ Not necessary for this project __ 7. If the building is a pre-engineered structure, is there a stamped, signed engineered foundation plan for this building? Yes__ No__ Not necessary for this project~ 8. Do the plans indicate the location and size of ventilation openings for under floor crawl spaces and the clearances required between wood and eart/ Yes__ No__ Not necessary for project 9. Do the plans indicate the size and location of the ventilation openings for the attic, roof joist spaces and soffits? Yes~ No__ Not necessary for this project __ 10. Do the plans include design loads as required under the IBC or IRC for roof snow!~ (a minimum of 40 pounds per square foot in Garfield County)? Yes No__ Not necessary for this project __ 11. Do the plans include design loads as required for floor loads under the lBC or IRC? Yes~ No__ Not necessary for this project __ 12. Does the plan include a building section drawing indicating foundation, wall, floor, and roof construction? Yes~ No__ Not necessary for this project __ 13. Is the wind speed and exposure design included in the plan? Yes--JL' No__ Not necessary for this project __ 14. Does the building section drawing include size and spacing of floor joists, wall studs, ceiling joists, roof rafters or joists or trusses? Yes~ No__ Not necessary for this project __ 3 15. Does the building section drawing or other detail include the method of positive connection of all columns and beams? Yes~ No__ Not necessary for this project __ 16. Does the elevation plan indicate the height of the building or proposed addition from the undisturbed grade to the midpointbetween the ridge and eave of a gable or shed roof or the top of a flat roof? (Check applicable zone district for building height maximum) Yes_iL' No__ Not necessary for this project __ 17. Does the plan include any stove or zero clearance fireplace planned for installation including make and model and Colorado Phase II certifications or Phase II EPA certification? Yes__ No__ Not necessary for this project~ 18. Does the plan include a masonry fireplace including a fireplace section indicating design to comply with the me or IRC? Yes__ No__ Not necessary for this project ~ 19. Does the plan include a window schedule or other verification that egress/rescue windows from sleeping rooms and/or basements comply with the requirements of the me or IRC? Yes ~ No__ Not necessary for this project __ 20. Does the plan include a window schedule or other verification that windows provide natural light and ventilation for all habitable rooms? Yes~ No__ Not necessary for this project __ 2 l. Do the plans indicate the location of glazing subject to human impact such as glass doors, glazing immediately adjacent to such doors; glazing adjacent to any surface normally used as a walking surface; sliding glass doors; fixed glass panels; shower doors and tub enclosures and specify safety glazing for these areas? Yes~ No__ Not necessary for this project __ 22. Do the plans include a complete design for all mechanical systems planned for installatio;Yn this building? Yes-tL No Not necessary for this proj~ct __ _ 23. Have all areas in the building been accurately identified for the intended use? (Occupancy as identified in the me Chapter 3) Yes__j_/" No__ Not necessary for this project __ _ 24. Does the plan indicate the quantity, form, use and storage of any hazardous materials that may be in use in this building? / Yes__ No__ Not necessary for this project __ V_ 4 25. Is the location of all natural and liquid petroleum gas furnaces, boilers and water heaters indicated S!J-the plan? Yes~ No__ Not necessary for this project __ 26. Do the plans indicate the location and dimension of restroom facilities and if more than four employees and both sexes are employed, facilities for both sexes? Yes----L.L" No__ Not necessary for this project __ 27. Do the plans indicate that restrooms and access to the building are handicapped accessible? Yes~ No__ Not necessary for this project __ 28. Have two (2) complete sets of construction drawings been submitted with the application? Yes~ No __ 29. Have you designed or had this plan designed while considering building and other construction code requirements? Yes~ No__ Not necessary for this project __ 30. Does the plan accurately indicate what you intend to construct and what will receive a final inspecji.Gn by the Garfield County Building Department? Yes __ !/_ No __ 31. Do your plans comply with all zoning rules and regulations in the County related to your zone district? For corner lots see supplemental section 5.05.03 in the Garfield County Zoning Resolution for setbacks. Yes v--No __ _ 32. Do you understand that approval for design and/or construction changes are required prior to th;-finplementation of these changes? Yes __ t/_ No __ 33. Do you understand that the Building Department will collect a "Plan Review" fee from you at the time of application and that you will be required to pay the "Permit" fee as well as any "Septic System" or "Road Impact" fees required, at the time you pick up your building JJermit? Yes~ No __ 34. Are you aware that you are required to call for all inspections required under the IBC including approval on a final inspection prior to receiving a Certificate of Occupancy and occupancy of the building? Yes~ No __ 5 35. Are you aware that the Permit Application must be signed by the Owner or a written authority be given for an Agent and that the party responsible for the project must comply with the Uniform Codes? Yes__ No __ 36. Are you aware that you must call in for an inspection by 3:30 the business day before the requested inspection in order to receive it the following business day? Inspections will be made between 7:30a.m. and 3:30p.m. Monday through Friday. Inspections are to be called in to 384-5003. 37. Are you aware that requesting inspections on work that is not ready or not accessible will result in a $50.00 re-inspection fee? Yes----tL"' No. ___ _ 38. Are you aware that prior to issuance of a building permit you are required to show proof of a driveway access permit or obtain a statement from the Garfield County Road & Bridge Department stating one is not necessary? You can contact the Road & Bridge Department at 625-8601. Yes (.../" N'O·-- 39. Do you understand that you will be required to hire a State of Colorado Licensed Electrician and Plumber to perform installations and hookups? The license number will be required at time of inspection. Yes ~ No ___ __ 40. Are you aware, that on the front of the building permit application you will need to fill in the Parcel/ Schedule Number for the lot you are applying for this permit on prior to submittal of the building permit application? Your attention in this is appreciated. Yes V" No ____ _ 41. Do you know that the local fire district may require you to submit plans for their review of fire safety issues? Yes v--No (Please check with the building department about this requirement) 42. Do you understand that if you are planning on doing any excavating or grading to the property prior to issuance of a building permit that you will be required to obtain a grading permit? Yes ~ 43. Did an Architect seal the plans for your commercial project? State Law requires any commercial project with occupancy of more than 10 persons as per Section 1004 of the IBC to prep~ the plans and specifications for the project. Yes V No Not Necessary for this project _____ _ 6 I hereby acknowledge that I have read, understand, and answered these questions to the best of my ability. ~~~ Signature Phone: 9N., £0 ?'( (days); f ~'f-3L>'/ (evenings) Project Name: Pt'v.'/e Crel'ft An.' *"/HPI'I ;,j Project Address :_--""()'--"~.,__7___,0""----Y-=sL...::!..., ...... ~~__,_,~~v--Lft.--'-'~11[____,3~1/'- Note: Date If you answered "No" on any of these questions you may be required to provide this information at the request of the Building Official prior to beginning the plan review process. Delays in issuing the permit are to be expected. Work may not proceed without the issuance of the permit. *If you have answered "Not necessary for this project" on any of the questions and it is determined by the Building Official that the information is necessary to review the application and plans to determine minimum compliance with the adopted codes, please expect the fo ll owing: A. The application may be placed behind more recent applications for building pe rmits in the review process and not reviewed until required information has been provided and the application rotates again to first position for review. B. Delay in issuance of the permit. C. Delay in proceeding with construction. *If you answered "No" t o this question the circumstances described in the question cou ld resu lt in a "Stop Work Order" being i ssued or a "Certificate of Occupancy" not being issued. Bpcomm April 2006 7 2008-01-02 08:40 DCAH 9708765359 » Divide Creek Animal Hospital Peter]. Langegger, DVM January 2, 2008 9709843254 p 1/1 0470 County Road !ll SilL, CO 8l6'i2 Phone: 876-5354 Fax: 876-5359 With regards to a building permit for DMde Creek Animal Hospital, I am aware and give full permission for Dave Doolen with Doolen Construction to sign paperwork for building and planning. Any questions, please tall Peter Langegger at 97()-876-5354. Sincerely, ADMINISTRATIVE PERMIT for 470 County Road 311, Silt, Garfield County owned by Peter Langegger (FLP 3308) In accordance with and pursuant to Section 6.00 of the Garfield County Zoning Resolution of 1978, as amended, and Resolution No. 2006-79 of the Board of County Commissioners of Garfield County, State of Colorado, the Director of the Building and Planning Department hereby authorizes, by Administrative Permit, the following activity: The placement of fill and the construction of an expansion to a veterinarian clinic in a designated floodplain. The Administrative Permit is issued subject to the conditions set forth in Exln"bit A (attached hereto), and shall be valid only during compliance with such conditions and other applicable provisions of the Garfield County Zoning Resolution, Subdivision Regulations, Building Code, and other regulations of the Board of County Commissioners of Garfield County, Colorado. BUILDING AND PLANNING DEPARTMENT, GARFIELD COUNTY, COLORADO EXHIBIT A FLOODPLAIN PERMIT-470 COUNTY ROAD 311, SILT (FLP 3308) 1. All representations made in the application shall be considered conditions of approval, unless modified by this Exhibit A. 2. No alterations of the floodplain may be made other than the specific improvements noted in the application and shown on drawings by Harry A. Gardner, Licensed Architect (License Number 305739) and stamped September 25,2007. 3. All new construction or substantial improvements shall be designed (or modified) and adequately anchored to prevent flotation, collapse or lateral movement of the structure resulting from hydrodynamic and hydrostatic loads, including the effects of buoyancy. 4. All new construction or substantial improvements shall be constructed with materials resistant to flood damage. 5. All new construction or substantial improvements shall be constructed by methods and practices that minimize flood damage. 6. All new construction or substantial improvements shall be constructed with electrical, heating, ventilation, plumbing, and air conditioning equipment and other service facilities that are designed and/or located so as to prevent water from entering or accumulating within the components during conditions of flooding. 7. All new and replacement water supply systems shall be designed to minimize or eliminate infiltration of flood waters into the system. 8. New and replacement sanitary sewage systems shall be designed to minimize or eliminate infiltration of flood waters into the system and discharge from the systems into flood waters. 9. On-site waste disposal systems shall be located to avoid impairment to them or contamination from them during flooding. 10. No disturbance of a regulated wetland will be allowed. JIJ.I-<!4-20il8 11'1:54 From:Hf'-GEOIECH 9709458454 ~ech HF.PWORTH. PAWLAK GEOTECHNICAL June 24, 2008 Doolen C.onstruction Attn: Dave Doolen 3838 County Road 243 PSZ£~860L6 r o : 970994325<1 /l,l'"nllhl'nl•l(·~~~••·h!illd J•r. -.,• -,, ·~~·•· I' •. 1 I f ,~ \ tfoii\\OOH•,.._j·fiUI.{~' •'I' I •.I.• "lt"'il ('h"l" II,,, '1 ~~ j'l!'>.>:' ,:_,._ ·-•':\' ,, .. , qt,.s ~-mq/ h!=•'•tlflhf''',_,'tnhl''''' 6D'SL ~z-go-sooz New Castle, Colorado 81647 Job No. I 08351A Subject: Observation of Excavation, Proposed Addition to Divide Creek Animal Hospita~ 0470 County Road 311, Garfield County, Colorado Dear Mr. Doolen: As requested, a representative of Hepworth-Pawlak Geotechnical, Inc. observed the excavatJon at the subject site on June 23, 200ll to evaluate the soils exposed for fuundation support, The findings of our observations and recommendatioiiS fur the foundation design aro presented in this report. A soils investigation report for the site dated March 9, 2008 prepared by Cfllfhompaon under their Project No. GS04948-120 was reviewed and considered in perfurming our Stll"vices. The ob!lervation was conducted in accordance with our agreement for services with you dated June 20, 2008. The proposed addition will be a I and 2 story wood trarne and concrete structure supported on spread fuotings with a slab on grade ground floor, An allowable soil beal'hlg pl:\1~t.1lr~ uf2,000 p~fw~ TCAAIIJU111mtll:ll inlhc pr~viuu~ CTV!humpsou soils investigation report on natural gravels or a minimum 3 fuot thickness of densely compacted wanular strwrtural tilt. The ~tructuro.J fill wps recommended due to very moist to wet clay and silt soils encountered in their exploratory pits. At the time of our visit to the site, the foWidation excavation Willi cut in one level about 2 feet below the adjacent ground surface. The soils exposed in the bottom of the excavation consisted of3 inch minus sandy gravel compacted fill. The contractor representative reported that the fboting trenches had been sub-excavated at least 3 feet and rc:placed in 8 to l 0 inch compacted Iitts using both excavated on site sandy gravels and imported J inch minus sandy gravel. Free water was observed at the aouth edge of the excavation outside lh" footing area ond the bearing soils were moist. The soil conditions exposed in the excavation are consl$tcnt with tho&o previollllly described in the soils investigation report and an allowable bearing pressure of2,000 psf can be used for the design of spread footings to support the structur!J, The underlying natural soils and compacted granular fill bearing soils could be variable and there could hC7ChOCf'lll: JUN-2~-211100 10:5~ From:I-P-GEOTECH 9709458454 PSZ£P860L6 To : 9'70984:!a5'1 m:st vz-go-eooz P.3'3 £0 39\ld Doolen Construction June 24, 2008 Page2 be post-construction settlement differential across the structure and between the exillting structure and the addition, Loose and disturbed soils should be removed in the footing areas or l'eQDmpacted prior to concrete placement. The free water adjacent to the excavation should be kept out of the footing qreas and any softened soils and mud removed bcfure concrete placement. A perimeter footing drain ls not needed since the floor level will be about I fuot above the adjacent ground surfilce. Othlll' rccommendatiol\11 pro:~~t:ni..U iu the p.-cviou.s crL!Thompson report which IU'e npplicable should also be observed. The recommendations submitted in this letter are based on our observation of the soils expnRI!d within the finmdation excavation and review of the previous subsurfuce exploration report at the site by others. Variations in the subsurface conditions below the excavation could increase the risk of foundation movement. We should be advised of any variations encountered in the excavation conditions for possible changes to recommendations contained in this letter. Our services do not include determining the presence, prevention or possibility of mold or other biological contaminants (MUBC) developing in the futuro. lftbe client is concerned about MOBC, then a profussional ln this special field of practice should be consulted. If you have any question, or niX'<! further assislllnoo, please call our offiee. Sincerely, HEPWORTH-PAWLAK OBOTBCHNICAL, INC. ?A:;;t -~~-~ -~ Thomes 1. Westhoff Reviewed by: Steven L. Pawlalc. P TJW/Vad 3SIN3a 1>96£1>860L6 NOV-20-2008 10:53 OVERHOLT TRUSS November 20, 2008 OVERHOLT TRUSS LLC 1796Hwy50 Delta, CO 81416 Subject: TRUSS REP AIR To: Whom It May Concern 970 874 7068 For the job address of0470 Co. Rd. 311, Silt, CO. Permit #10902, the following modification was performed by Overholt Truss. In order to allow for the new vaulted ceiling, additional webs were added to ensure sufficient triangulation was achieved to carry the full roof load according to the loading requirements of Garfield County. All repairs were performed by a representative of Overholt Truss. Thank you for your attention in this matter. If you have any further questions, please contact us at (970) 874-7070. Brian W. Johnson Overholt Truss LLC P.01/01 TOTAL P.01 POWER TCJ PERFORM.'' Re: BJ5824 MiTek Industries, Inc. "1777 Greenback LanG Suite 109 Citn1s Heights, CA, 95610 r elephoq" 91 o/676-1900 Fax 916/676-19fl9 The tmss drawing(s) referenced below have been prepared by MiTck ~ndnstrie~. Inc. under rny direct supervision based on the parameters provided by Overholt-Delta,Co. Pages or sheets covered by this seal: R29617l51 thm R296 17151 My license renewal date for the state of Colorado is June 30, 20 Ill. ~;1/6-•~> {!tiD' /"'it.'r;;JF)Ct\1'('/Jc, p;;1 ifCFI'tf f::. /5:-1) (}v,U<. J-1<-' I l JJt. VS ') November 17,2008 ··--·---··· Tingey, Palmer The seal on these drawings indicate acceptance of pr~tcssional enginerring responsibility solely tOr the tmss components shown. The suitability and use of this component t'br any particular building is the responsibility of the building designer, per ANSI/ fl'l-2002 Chapter 2 : F:----~~~--~-----~J-~:_:_;Typ• ---IQ[;,-- !H .~·tv ~~~-~~~~------------~-l R206171511 i I ______ llg_l?_R~J~~~n~_(op_liQ_n_I'ojl_ ____ ·------------·-____ J Ovmholt Truss. Delta. Co f6_1~36 0•0.§.500 & Apr 2 2007 MiTek Industries. Inc. MB~-~ov 1712:57:37 2008 Page 1 1--z-o-o. ·t ____ ].cl::J.1. ______ 1-· .11.-f:P. 7-2-2 -~~--I.-§_ :•-1-$ ----1------___ ___l_<t_Q-_Q__ -------t-.J .. Hl:Q---l 2-0-0 7-J-.14 7-4-10 2-Q-0 Scale~ 1:63.2 1-----------.J!:U._-----.. \'i·{L _________ .ll)::!!..:!L__ _____ _, 9-8-2 ~~;~_ Snow=40-0 J Lumber Increase I 0.51 I OEFL Vert(LL) Vert(TL) Horz( rl) ~~?!':~~~' oo:t.oo&.::-,~~2 15 E;;.~;;,:.::~j~'oN'oo_o,goq:P_-g~Tio,g~l>~~:ccsB_I o sa----~- BCLl_ 0 0 J Rep Stress I ncr 0.34 I l3CDL_ __ --~a___ Code IRC2006fTP~~~~ _____ l (M~~r~-_____ .L-. _________ _ LUMBER (L!.J-4 9-9-9 in (toe) -0.20 9-11 -0.52 9-1"1 0.06 11 J/defl :>563 >222 nla T- Lid I 240 l 180 o/a PLATES MT20 Weight 143 tb GRIP 185/144 --- TOP CHORD 2 X 6 SPF 1650F 1.5E 80T CHORD 2 X 4 HF/SPF 1650F 1 5E "Except• BRACING YOP CHORD BOYCHOHD SIIUclurdl wood sheathing d1rectly applied or 5-8-12 oc purlins. R1gid ceiling directly applied or 10-0-0 oc bracing, Except 9-11 2 X 4 SPF 2100F 1.8E WEBS 2 X 4 HF/SPF 1650F 1.5E WEDGE Left: 2 X 4 HFSPF 1650F 1.5E REACTIONS (lb/size) 11=2208/0-3-8. 9=438/0-5-8, 2=1177/0-5-8 Max Horz 2=-279(LC 5) Max Uplift 11-"-66(LC 7), 9='-261(LC 8), 2=-229(LC: 7) Max Grav 11=2208(LC 1 ), 9=559{LC 3), 2=1261(LC 2) FORCES (lb)-Maximum Compression/Maximum Tension 6-0 -0 oc bracing 9-11. WEBS 1 Row at midpt 6-11 TOP CHORD 1-2c::0/80, 2-15='-2058/153, 3-15=-1716/174. 3-4=-16941182, 4-5=-1559/194, 5-6=-1195/155, 6-7::0/544, 7-8=-53/301. 8-16=-51/692, 9-16=-87/585, 9-10=0/84 BOT CHORD 9-11 =-493/81, 2-14=-213/1646, 13-14=-134/1256. 12-13=·47/328 WEBS NOTES 3-14=-4581172, 6-13=-8711180, 6-12=-1400/115, 11--12=-1557/61. 8-11=-1067/66. 8-12=-28/476, 5-14=-112/655. 5-13c:-808/110 1) Wind: ASCE 7-05: 90mph: h=25ft, TCDL=6.0psf; BCOL=6.0psf: Category II: Exp C, enclosed: MWFRS gable end zone: cantilever left and right exposed ; end vertical left and right exposed. Lumber DOL=1 33 plate grip DOL=1.33 2) TCLL ASCE 'f-05; PfAO.O psf (flat roof snow): Category II; Exp C: Partially Exp., Ct= 1 3) Unbalanced snow loads l1ave been considered for this design 4) This truss has been designed for greater of min roof live load of 16.0 psf or 1.00 times flat roof !oad of 40.0 psf on overhangs non-concurrent with other live loads 5) Th1~ truss has been designed for a 10.0 psf bottom chord !1ve load nonconcurrent with any other live loads. 6) This truss mquires plate inspection per the Tooth Count Mettwd when this truss is chosen for quality assurance inspection 7) Bearing at joinl{s) 2 considers parallel to grain val~e using ANSirfP\ 1 angle to grain formula Building designer should verify capac1ty of bearing surface. 8) This truss is designed in accordance with the 2006 International Residential Code sections R502.11.1 and R802_10.2 and referenced standard ANSirfPI 1. LOAD CASE(S) Standard A WAR~1NH-. Ve-rify d"""i!J" punmtrl<'N< ""'lHBAD Non-:s oN 11/J::i ANIJ £NCI.ITDI-':.n MrJ'!:'K H.F-:Ft'RHNt 6PAGE Mfl-747-l E!EPORE f!~f~ Des,gn val1d far usc only wilh M1T0k cor1'ectors. !hi> desogn il bo;ed or•ly •Jpe>r·IJ'JfO'lletc:-;s ;hoNr. :~rd 11 I:J' or intf>viducJI building ct,mponert Aopi<CObllity of design paromerlcr; and proper 1r.corporotion of con'pon8." I o; r.=:p),Sibd<ty of r.-~"U1ng de;:gner nollr JSS de11gner. Broc;ic;q >how" 1; •or lateral ;c•ppool of indi•,duol web rnembers only_ Aclriitior"ll tflrrop;>rnrv '>ra.:n·g i'> ir 1ura ;lot"ith' clu•;,,9 ;_or;or•~clior i1 1:-.e rel~On>ib•lli•y ollh•.o ere.: tor Addd1onol permonenl bro;.II'Y oil he overall ;lnJCture o; •r-.-··~;:>"ln< t-·d t·, ,,I 1r.e huiid1119 rlr:'IQr'e• for g(-~c.rnl <_1ULd011·.c regord.rg l"b"cclio.--.. quolily cor,lrc-1. >loroqe. dcl1ve(\l. cred1on ond boOCif';J -~·)' ;, 11 _ANSI/1Pil Quality Criteria. DS6-89 and &CSil 8vildin9 Component Solely lnformatlon ovollot-,IC !roril lru;; Plate lm!tlutc. '-'83 D'().~o'nc (ro~--''~J.'I,;o••. "'!: 5:•119 November 17,2008 I!" ,.-~~ "'"~""''"'" j 7777 GreP.nbdCk Lane. Su11e 10'1 _l C~usHelg_h_t~ __ Gflo._9ii(;l_1_0 I I c--J---------------------------------------------------------- 1 1 Symbols PLATE LOCATION AND ORIENTATION Center plate on joint unless x, y offsets are indicated. Dimensions are in ft-in-sixteenths. Apply plates to both sides of truss and fully embed teeth. For 4 x 2 orientation, locate plates 0-1 ~6' from outside edge of truss. This symbol indicates the required direction of slots in connector plates. *Plate location details available in MiTek 20/20 software or upon request. PLATE SIZE 4x4 The first dimension is the plate width measured perpendicular to slots. Second dimension is the length parallel to slots. LATERAL BRACING LOCATION BEARING Indicated by symbol shown and/or by text in the bracing sectior of the output. Use T. I Or Eliminator bracing if indicated. Indicates location where bearings (supports) occur. Icons vary but reaction section indicates joint number where bearings occur. Industry Standards: ANSI/TPII: National Design Specification for Metal Plate Connected Wood Truss Construction. Design Standard for Bracing. DSB-89: BCSII: Building Component Safety Information, Guide to Good Practice for Handling, Installing & Bracing of Metal Plate Connected Wood Trusses. i Numbering System 6-4-8 dimensions shown in ft~in-sixteenths (Drawings not to scale) 2 3 TOP CHORDS C2-3 WEBS 8 7 6 JOINTS ARE GENERALLY NUMBERED/LETIERED CLOCKWISE AROUND THE TRUSS STARTING AT THE JOINT FARTHEST TO THE LEFT. CHORDS AND WEBS ARE IDENTfFIED BY END JOINT NUMBERS/LEITERS. PRODUCT CODE APPROVALS ICC-ES Reports: ESR-i 311, ES.R-1352, ER-5243, 9604B, 95-43,96-31, 9667A NER-487, NER-561 95110.84-32.96-67, ER-3907, 9432A 5 I A General Safety Notes Failure to Follow Could Couse Property Damage or Personal Injury Additional stability bracing for truss system. e.g diagonal or X·bracing. is always required. See BCSII. 2. Truss bracing must be designed by an engineer. For wide truss spacing. individual lateral braces themselves may require bracing, or alternative T. I, or Eliminator bracing should be considered. 3. Never exceed the design loading shown and never stack materials on inadequately braced trusses. 4. Provide copies ot this truss design to the building designer. erection supervisor. property owner and all other interested parties. 5. Cut members to bear tightly against each other. 6. Place plates on each face of truss at each joint and embed fully. Knots and wane at jo1nt locations are regulated by ANSI!TPI 1. 7. Design assumes trusses will be suitably protec:ed from the environment in accord with ANSI!TPI I 8 Unless otherwise noted. mo1sture content of lumber shall not exceed 19% at time ot fabricanon. 9. Unless expressly noted. this design 1s not applicable for use with f1re retardant, preservative treated. or green lumber. 10. Camber is a non-structural consideration and is the responsibility of truss tabncator. General practice is to camber for dead load deflection. 11 Ptate type. size. orientation and location dimensions Indicated are minimum plating requirements. 12. lumber used shali be of the species and SIZe. and in all respects. equal to or better than that specified. 13. Top chords must be sheathed or purlins provided at spacing indicated on design. 14. Bottom chords require lateral brac1ng at 10ft. spacing. or less. if no ceiling is installed. unless otherwise noted. ! 5. Connec;ions :'lOt shown are the responsibility ol others. I ~-- © 2006 MiTek® All Rights Reservedj • I 16. Do not cut or alter truss member or plate without prior approval of an engineer. 17. Install and load vertically unless indicated otherwise. l i 18. Use of green or treated lumber may pose unacceptable environmental. health or performance risks. Consult with project engineer before use. 1 I I I I I MiTek Engineering Reference Sheet: Mil· 7473 19. Review all portions of this design (front. back. words and pictures] before use. Reviewing pictures alone is not sufficient 20. Design assumes manufactu•e in accordance with ANSI/TPI 1 Quality Criteria. . ----·--···-----~ DEC-15-2008 03:04P FROM:MOUNTAIN AIR 9705254355 December 15, 2008 Garfield County Building & Planning Department Attn: Jim Wilson I 08 8'' Street, Suite 40 I Glenwood Springs, CO 81601 Re: Divide Creek Animal Hospital Jim T0:3843470 601 W. 2nd Bldg. B Rifle, Colo••odo 81650 Phone (970) 625·4352 Fsu: (970) 625-4356 www.mountoinnil•.biz Shane Roberts at Doolen Construction has requested that we address the condition of the rooftop unit per the correction notice that is attached. The rooftop unit was not started by Mountain Air Mechanical. We had not yet converted the gas orifices for propane at that time. The persons responsible for the start up fired the unit with the natural gas orifices in place. To the best of our knowledge, this is probably the cause of the burn marks on the unit. We have since installed the proper gas orifices on the unit. The rooftop unit appears to be operating and functioning at this time. If you have any questions or comments, please contact us. Sincerely Chris Harrison Vice President P.2 DEC-15-2008 03:04P FROM: MOUNTAIN AIR U~L-11-~~~r 1~:~o rrom: 9706254356 T0:3843470 IOOOC~"'t..).;)O r I I I I I I I I COUNTY OF GARFIELD ·BUILDING DEPARTMENT CORRECTION NOTICE 108 8th St., Suite 401 Glenwood Springs, Colorado Phone (970) 945-8212 Job loc:ated at .&q.. Zc? C g 31/ Permit No. //2 f CJ z_ I have this day inspected this structure and these pren eded: 4Jli_ A7 • J Jim Wilson Bullrling ln•pector 1Wi/son@garlialf1.counry.com RIFLii: 0375 County Road 352. #206G Rifle. CO 81650 (970) 625-5903 Planning . (970) 625-5902 eu/Jdlng (970) 625-5939 f& /G-. -·-~ ;we. c. !f Q A 02£&sS{j/~ 1 EJt?te O&mAG-;r 4'"-c&;:!././ ?='ttct;;'/V t2£ _,.;;~II/A/' rC 0 Call for Re·lnspection R£-Cllf«;,K uJ ;q..,fi!. 12 u.s;;- 0 $50.00 Re.fnspcgtion Fee muet be paid prior to Re-lnspeGtion Vou are lteNby notified that the abave cornet/on must be inspected before covering. When correction($) have been made, call for inspection at 970-~84-5003. Dato 1/ _. (:-&' 20 .??..e:-' , , Building Inspector --L,~/ ..... ..::2;....;.,/=~=::c.'----'''--.<:I_/~Z~;;"'v."' .. "'"#"'·:;..""-.. _ •. _ . .......___. __ Phone (970) 945-8212 / P.3 rd~c·~'-=- 04/02/2009 16:39 9702458717 DD102 DOOLEN, DAVE VE"i CLINIC SILT, CO 16~£ e 0 APR 2, 2009 15:45:07 0 UHH .. HH* • P!CI< LIST • ~HHfiHHH SHIP: ~~101/09 VET CLINIC 470 COUNTY Rl 311 SILT, CO 81352 NET 10TH PRDX 59529 04101109 B 2 EA 2-615-0 TEMP SASH R PO ij Z4!735 EXPECTED : 0'i/23/113 ett~i35 OT: AG 3/ 0 PrlllE 1 OF 1 AARON P~LE VALLFY LUMBER PAGE 02 0 I I 0 04/02/2009 15:39 9702458717 VALLFY LUMBER 550066781 CQ ORDER NUMBER 012 550066781 001 4/01/09 4/02/09 PHONE: 435-753-6590 SOLO-TO: 3022057 970 927-3146 VALLEY ACQUISITION CO LLC TA/ VALLEY LUMB~R CO PO BOX 1579 BASALT CO 81621-1579 SHIP-TO: 3031738 970 242-1736 VALLEY ACQUISITION CO LLC 432 NORTH AV~ PO BOX 909 GRAND JUNCTION CO 81502-0909 BUS HR: 8:00 -4:00 CALL 24 HOURS PRIOR CONT: TOM 970-242-1736 !80 WEST TO TERMS. 2% lOTH FM N11-25 CU CALLED BY OE interface translation SALESMAN CUST. P.O. NO. JOB NAMF. 446 TODD PARROTT SHIP VIA DEliVERY WEEK OF W/S TRACTOR/TRAILER 0/00/00 ITEM SEQ QTY DESCRIPTION LIST EXTENSION 4/02/09 9:34 em FAX COPY 970-9273706 WEATHER SHIELD MFG INC WESTERN DIVISION 2990 s BOO W LOGAN UT 84321-6353 ORDER ACKNOWLEDGMENT Page 1 of 1 735278 735278 HOLD-H35CUSTOMER REQUEST 97 2 1 2 VISIONS 2000 SINGLE HUNG BTM SASH WHITE R/0 30X60 24-13/16X26-5/8 Glass Size 13/16" INSL LOW-E TEMP W/CAPILLARY TUBES W/WARM EDGE I SPACER W/2 SASH LOCKS (STD 4-20-98) **W/NEW HARDWARE--UNIT MANUFACTURED ON OR AFTER 9-17-01 PO .240511 0 Page l PAGE 03 COUNTY OF GARFIELD -BUILDING DEPARTMENT CORRECTION NOTICE 108 8th St., Suite 401 Glenwood Springs, Colorado Phone(970)945-8212 Job located at _t?-'-1-___,7---=--0----=C_·I{--'-'· ''----=3'---'1'-/'------ Permit No. /C? '? 0 z:._ I I have this day inspected this structure and these premises and found the following corrections needed: \Ox L£Ai< C//1./.0;Z:< FooO s;#K , .. "'-. ..5i£;r1 L /.)!:'A/£7fi?AJ/oA/:> + 5/CCc;«JZ:- \ r1l£_ > dAft/££ .5V?I!I?:S. \\. 7/im/k:' /( tu/ AIO&aJ.S IN :s?At.etJA/Y' Z3/(AS5 C:A/2> o;t,1 7So1UI( v.(5?VK.s " .. t~!<Aihl/lGf. Acv/1 V HOM ,;.=;;v;v£JA77~Ai \ EKW(/(}& Al/e;.c.Q.s c~o&f/~£.Zlt_p ·· ~c/77/L::IS~ Le-4K /N rRoA(Z: ?call for Re-lnspection /A/ .sZALt::J~P f¥ 1' 0 $50.00 Re-lnspection Fee must be paid prior to Re-lnspection You are hereby notified that the above correction must be inspected before covering. When correction(s) have been made, call for inspection at 970-384-5003. Date 4: -/ 20 tY 7 Building Inspector __ ,~-~p....~.,..-::~.~...._~~~· -~~~~""'~~-~-___ _ Phone(970)945~212 COUNTY OF GARFIELD -BUILDING DEPARTMENT CORRECTION NOTICE 108 8th St., Suite 401 Glenwood Springs, Colorado Phone (970) 945-8212 Job located at O?f/?? c·~, '3// Permit No. /C) L0-z_._ ' I have this day inspected this structure and these premises and found the following corrections needed: ~II for Re-lnspection 0 $50.00 Re-lnspection Fee must be paid prior to Re-lnspection You are hereby notified that the above correction must be inspected before covering. When correction(s) have been made, call for inspection at 970-384-5003. Date /Z:-3/ _20 & g Building Inspector ~-~ Phone (970) 945-8212 COUNTY OF GARFIELD -BUILDING DEPARTMENT CORRECTION NOTICE 108 8th St., Suite 401 Glenwood Springs, Colorado Phone (970) 945-8212 Job located at {2 t/10 t!.t 3/1 Permit No. ![Jfo2-- I have this day inspected this structure and these premises and found the following corrections needed: 0 Call for Re-lnspection 0 $50.00 Re-lnspection Fee must be paid prior to Re-lnspection You are hereby notified that the above correction must be inspected before covering. When correction(s) have been made, call for inspection at 970-384-5003. Date ,/.2--.2_ 20 ~ce:_~- Building Inspector :l.k<.R.: '/J1r ~ Phone (970) 945-8212 COUNTY OF GARFIELD -BUILDING DEPARTMENT CORRECTION NOTICE 108 8th St., Suite 401 Glenwood Springs, Colorado Phone (970) 945-8212 Job located at .&C/-7 0 C g "3 1/ Permit No. /(;7 ? 0 Z- I have this day inspected this structure and these premises and found the following corrections needed: 0 Call for Re-lnspection f(;z;-Cl( 1£CI< tcJ A-fi£12 71£;sv- o $50.00 Re-lnspection Fee must be paid prior to Re-lnspection You are hereby notified that the above correction must be inspected before covering. When correction(s) have been made, call for inspection at 970-384-5003. Date _.-ZC 20 COUNTY OF GARFIELD -BUILDING DEPARTMENT CORRECTION NOTICE 108 8th St., Suite 401 Glenwood Springs, Colorado Phone (970) 945-8212 Job located at 0</70 d;?., ?I/ Permit No. )t/90.::1. I have this day inspected this structure and these premises and found the following corrections needed: 1.2 ~ e ,0-udf/ ~all for Re-lnspection 0 $50.00 Re-lnspection Fee must be paid prior to Re-lnspection You are hereby notified that the above correction must be inspected before covering. When correction(s) have been made, call for inspection at 970-384-5003. Date 7~J.,I/-O&'" 20 ---:=--:::--- Building Inspector ~~ Phone (970) 945-8212 COUNTY OF GARFIELD -BUILDING DEPARTMENT CORRECTION NOTICE 108 8th St., Suite 401 Glenwood Springs, Colorado Phone (970) 945-8212 Job located at -=O'-='/'-"·~zL:o~___\c;==L/C~=3~1/L-----'S~A:__<:~=/"--. ·_ Permit No. /o Po Z I have this day inspected this structure and these premises and found the following corrections needed: / efc:all for Re-lnspection 0 $50.00 Re-lnspection Fee must be paid prior to Re-lnspection You are hereby notified that the above correction must be inspected before covering. When correction(s) have been made, call for inspection at 970-384-5003. COUNTY OF GARFIELD -BUILDING DEPARTMENT CORRECTION NOTICE 108 8th St., Suite 401 Glenwood Springs, Colorado Phone (970) 945-8212 Job located at --'Q1,""'--'· '-'--'-(',:-<-(2"'------'-C-L/('-'--''--'3~1 /'---------- Permit No. /0 ?o c:_ I have this day inspected this structure and these premises and found the following corrections needed: /()R::£0 s7?[mr£D ~4G1Ai££lc PAA uJ 1 /!k;-;s or=-c;0!;VGe s- 78 Hc(ll.//7/l//C?/'./ ,13-CAQ!( 7call for Re-lnspection 0 $50.00 Re-lnspection Fee must be paid prior to Re-lnspection You are hereby notified that the above correction must be inspected before covering. When correction(s) have been made, call for inspection at 970-384-5003. No. ____ .,_.J1~0.9;1!01.f2_ Assessor's Parcel No. 2179-104-00-177 Date 4/21/2008 BUILDING PERMIT CARD Job Address _...._!OL!!4!.l7.li.O .l<l~<rr.;3u121 .JS~il!l.t ------------------------ Owner ____ .!,!D.!Yiv.!!eid!.l1e~Cc!.!re~ect\.k£E~nth.·-"'LL..,C"-----Address 0470 cr 311 Silt Phone # 876-5354 Phone # 989-5054 Contractor Dave Doolen Address 3838 cr 243 Setbacks: Front ____ Rear ____ RH ____ LH Zoning ___ _ ~f( llliJ t<:. 9 8;:r:. eJ :r s-J? addition to Vet Clinic Soils Test---------- Footing 1(?-Z.S-oJ Foundation _________ _ Grout ___________ _ Underground Plumbipg 5if,f.t: Aloi7&~; Rough Plum~ing · 1;1--~~ ,Qw... Framing /_-Iff •t)..,t[ Insulation 1..-1$-ofi Roofing_~~~------- Drywall ;Z:...-.3/-~lS .:;:?.N, Gas Piping tl. -3-IJ5 !d71.. INSPECTIONS ?12111 tUj}/1cf%::a? /<--9 tUIJICO tUACL "Y~/'f·-~4! tJ~of ~~-r~r o/'t-',h' lfJ>-t\- INSPECTION WILL NOT BE MADE UNLESS THIS CARD IS POSTED ON THE JOB 24 HOURS NOTICE REQUIRED FOR INSPECTIONS BUILDING PERMIT GARFIELD COUNTY, COLORADO oa Date Issued.4..~~J~K ..... Zoned Area ............................... Permit No .. 1.0~ .................. . AGREEMENT In consideration of the issuance of this permit, the applicant hereby agrees to comply with all laws and regulations related to the zoning, location; construction and erection of the proposed structure for which this permit is granted, and further agrees that if the above said regulations are not fully complied with in the zoning, location, erection and construction of the above described structure, tbe permit may then be revoked by notice from the County Building Inspector and IMMEDIATELY BECOME NULL AND VOID. Use Q(/di~/#WI-,;) /Jt>-/-ffli11C. Address or Legal Description ®O (#. :JI I 1 Slti- Owner /)tfJtde (itt:k Hffi}l110 Contractor ~QIJe, (/®/1'1'1. Setbacks Front Side Sjde Rear This Card Must Be Posted So It is Plainly Visible From The Street Until Final inspecnon. \ INSPECTION RECORD ALL LISTED ITEMS MUST BE INSPECTED AND APPROVED BEFORE COVERING- WHETHER INTERIOR OR EXTERIOR, UNDERGROUND OR ABOVE GROUND. THIS PERMIT IS NOT TRANSFERABLE For Inspections Ca11384-5003 108 8th Street Glenwood Springs, Colorado APPROVED DO NOT DESTROY THIS CARD oate If) I·~ sv T. Jarmat11 M- IF PLACED OUTSIDE ~COVER WITH CLEAR PLASTIC oN ?5A1-1-cYt:> 5/#m~ h / wcr& ~ ~ II~ zo-03 r ;!A /11 rC--!?C.J} GA I!>K9 a)/1~0 -;::_!iZA y' ;e,C', ~-.-:;; 1-f-CJ?'-r/I<L JA&L oK f{tt/ Z~/'1-t/'1 /'lf!YAr.£ ~t/0 1'<111,-/&l'C~I"JJo,A/-CAT.-OoG-IAIAI{tl ri'Af.-(t. '9"~ \ \ Parcel Detail Page I of 4 Garfield County Assessor/Treasurer Parcel Detail Information Assessor/Trel!.surer Property Search I Asi>~ssor Subset Query I Ass~.sQLSales Search Clerk & Recorder ~eception Search Basic Building Characteristics I Tax Infonnation ParJ;f:LDetail I Value Detail I SSLles Detail I Residenti!ilLC.ommercial Improvement P~tajl Lillld Detail I Photogwhs I Tax Area II Account Number II Parcel Number II 2007 Mill Levy I I 023 II R023023 II 217910400177 II 45.551 I Owner Name and Mailing Address !DIVIDE CREEK ENTERPRISE LLC I IPOBOX9 I !SILT, CO 81652 I Legal Description lsECT,TWN,RNG:I0-6-92 DESC: TR IN ILOT 9(SEC. 10), SEC. II LOT 6 & lsWSW BK:0500 PG:0072 BK:I868 PG:570 IRECPT:712099 BK:I287 PG:336 IRECPT:588447 BK:I277 PG:175 IRECPT:586206 BK:I260 PG:317 IRECPT:582491 BK:I260 PG:316 IRECPT:582490 BK:I260 PG:315 IRECPT:582489 BK:I260 PG:314 IRECPT:582488 BK: 1260 PG:311 IRECPT:582487 I Location Physical Address: 11470 311 COUNTY RD SILT Subdivision: I II http://www.garcoact.com/assessor/parcel.asp?ParcelNumber=21791 0400177 1118/2008 Parcel Detail Page 2 of4 I Land Acres: 116.64 I I Land Sq Ft: llo I Section II Townshij! II Range I I 10 II 6 II 92 I 2007 Property Tax Valuation Information II Actual Value II Assessed Value I I Land: 185,34011 28,5001 I Improvements: 325,96011 55,2501 I Total: 511,30oll 83,7501 Sale Date: 119/11/2001 Sale Price: 11335,000 Basic Building Characteristics Number of Residential 11 I Buildings: Number of Comm!lnd 1 Buildings: Residential Building Occurrence 1 Characteristics TOTAL HEATED AREA: 111,782 ABSTRACT CODE·IISINGLE FAM.RES- . IMPROVEMTS ARCHITECTURAL STYLE: IIMODULAR-UBC!IRCIIBC EXTERIOR WALL: IIMASONITE ROOF COVER: llcOMP SHNGL ROOF STRUCTURE: IIGABLE INTERIOR WALL: IIDRYWALL FLOOR: llsHT VINYL FLOOR: llcARPET HEATING FUEL: IlGAS I HEATING TYPE: IIFORCED AIR I I STORIES: llsTORIES 1.0 I I BATHS: 12 I ROOMS: 16 II http:/ /www.garcoact.comfassessor/parcel.asp?ParcelNumber=21791 0400177 1118/2008 Parcel Detail Page 3 of4 UNITS: II BEDROOMS: 13 YEAR BUILT: 112004 Commercial/Industrial Building Occurrence 1 Characteristics TOTAL HEATED AREA: 111,920 IISPEC.PURPOSE- ABSTRACT CODE: )MPROVEMENTS ARCHITECTURAL STYLE: IIVETERINARY I EXTERIOR wALL: IIMASONITE I ROOF COVER: IIPRO PANEL I ROOF STRUCTURE: IIGABLE I INTERIOR WALL: IIDRYWALL FLOOR: IIHARD TILE FLOOR: llsHT VINYL HEATING FUEL: IlGAS HEATING TYPE: IIRADIANT STORIES: llsTORIES 1.0 BATHS: I 0.5 UNITS: 11 YEAR BUILT: 112004 I Tax Information Tax Year II Transaction Type Amount I 2007 II Tax Amount $3,814.881 2006 II Tax Payment: Whole ($2,385.52)1 2006 Tax Amount $2,385.521 2005 Tax Payment: Whole I ($2,387.18)1 2005 Tax Amount $2,387.181 2004 Tax Payment: Whole ($2,210.84)1 2004 Tax Amount $2,210.841 2003 Tax Payment: Whole II ($2,461.02)1 2003 Tax Amount II $2,461.021 2002 Tax Payment: Whole II ($1,486.88)1 2002 Tax Amount II $1,486.881 2001 Tax Payment: Whole II ($587.10)1 2001 Tax Amount II $587.101 II II http://www.garcoact.com/assessor/parcel.asp?ParcelNumber=21791 04001 77 1/18/2008 Parcel Detail I 2000 Tax Payment: Whole ($729.76)1 I 2000 Tax Amount $729.761 I 1999 Tax Payment: Whole ($995.04)1 I 1999 Tax Amount $995.041 ill ofPag~ A~sessor Database Search Op1io!lS I Treasurer Database Search Options Clerk & Recorder Dambase Search Options Qllrfield County Home Page Page 4 of4 The Garfield County Assessor and Treasurer's Offices make every effort to collect and maintain accurate data. However, Good Turns Software and the Garfield County Assessor and Treasurer's Offices are unable to warrant any of the information herein contained. Copyright© 2005 -2008 Good Turns Software. All Rights Reserved. Database & Web Design by Good Turns Software. http://www.garcoact.com/assessor/parcel.asp?Parce1Number=21791 0400177 1/18/2008 SEVELED 2x SLK •<S STV'{N TRUSSES - NOTEI SLK1<S TO SE NOTCHED FOR VENTILATION , ,~~~~ vfl:"1~~~ '1 '1 '1 '1 rr=J~EQUAL r . I FASCIA-[ I SEE ARCH.~ I ( 1\ z.,o -CoiJTAc I LAP (1-loT To S,CAlt;) I LJ CONTACT LAP b 11 HIN .~ ~P-R0--V~ID~CO~NT~D~RA~IN~ ~~~~ PER SOILS EN~INEERS RECOMMENDATIONS- TYP U.N.O. MOIS11JRE 6ARRIER PER SOILS EN~INEER'S RECOMMENDATIONS 2M MINIMUM-.__ __ (SLOPE TO DRAIN) c .J(~~Tz...) Ass.o<::.-_,(IX. 't45-'3as:- 5EE PLAN PRE-MANUFACTURED ROOF TRUSSES T .O . CONC V'{ALL loe·-4.1/.2., Dl\l!tP~ C ~ C2. Ed:: AN 11\\A.L HO..SPJTAL- A L ~((NA lG. .De: \A((._ Q Cor.Jc ~E:~ <JA-LC. > ---01, o fb ~ oce; SEE PLAN -#5 CONT. 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